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Home My WebLink About20162885.tiffSEP 0 9 2016 September 9. 2016 Mr. Peter Hays Environmental Protection Specialist Div ision of Reclamation. Mining and Safety 1 313 Sherman Street. Room 215 Denver. CO 80203 Re: Permit No. M1-1989-029 - Longmont l)istel Operations Amendment Application (AN1-04) - Adequacy Re\ iew Response Dear Peter: GREGATE This letter. together with documents referenced herein. are submitted in response to the Div ision's July 27. 2016 adequacy review letter. 1.6 - Public Notice 1. As required by Rule 1.6._2(d) and 1.6.3(2). please submit proof -of publication in a newspaper of general circulation in the locality of the proposed mining operation. As noted in the Division's letter-. proof of publication was submitted on ./tilt• N. 2016. �. As required by Rule 1.6.2(e). please submit proof of the notice to all owners of record of surface and mineral rights of the affected land and the owners of record of all land surface \\ ithin 200 feet of the boundary of the affected land including all easement holders located on the affected land and w ithin 200 feet of the boundary of the affected land. Proof of notice may be return receipts of a Certified Mailing or proof of personal service. .1 c'oj»' of the above -referenced newspaper notice wati mailed to all owners of record of sur/ia'e and mineral rights of 11w affected /arid and the owners of record of all land .surface within 20N) feet oldie boundary of the affected land including= till easement holders located/ on the affected land and within 200 feet oldie boundary of the affected land 'both of which include structure owners). Enclosed are co/>ies oldie C'e'rtified .11uil return receipts- and envelopes that were returned undeliverable as proof of notice O1 such mailing. The Di\ ision received comments from the Colorado Division of Water Resources. The letter is attached for re\ iew. Please address the comments noted in the letter and make any changes the amendment application as needed. The C'olorado Division of Water Resources Memo, dated ./tre 3, 2016 reiterated the water information that Wc/N iuchrded in the amendment application and states: -Based on the Aggregate Industries West Central Region, Inc. 68 Cole Boulevard, Suite 300 ,ldeCo 80401 b►ic cc: PLcmm/rP) al/n /eoICo RA) Cc,R/ct-1f rimfctc) O1 @/ 1 C 2016-2885 -,,.r,phr>ne. 303-985.1070 An Equal Opportunity Employer AGGREGATE Mr. Peter Hass. Dis ision of Reclamation. Mining and Satoh September 9. 2016 Page two above, 1111'.s office has no objection to the proposed anlemhrn'ut ahplicutiou ": therelare. there are no changes needed to the amerlchnertt application. 6.4.3 Exhibit C - Pre -mining and Mining Plan Map of Affected Land 4. Rule 6.2.1(2) requires maps show name of Applicant. be signed by a registered land surveyor. professional engineer. or other qualified person. ,ise date prepared and shall be prepared at a scale that is appropriate to clear!) show all elements that are required to be delineated by the Act and Rules. The acceptable range of map scales shall not he larger than I inch= 50 feet nor smaller than 1 inch = 660 feet. Please submit an updated cop\ of Exhibit C-1 with the name of Applicant, signed b) a qualified person. date prepared and w ith an appropriate scale. Exhibit ('-1 has been updated per the Division's requirements and is enclosed. :1 list of the owners of the parcels portr'ctt'ed on the map, (1.5 previously provided, is again enclosed With the updated Exhibit ( '-1. Please update Exhibit C to include a map indicating all structure owners and easement holders located on the affected land and within 200 feet of the houndar) of the affected land. The only change associated With Exhibit C' requirements as it applies to this amendment application is the map purist ing surluce owners "1 record. as some parcels 0f land bare clanged ownership. The enclosed Exhibit ( '-I addresses those changes. Structure owners and easement holders have been previously identified within Exhibit C documents included with the original application (19S9). Anlendment .-1.II-001 t l99-!}, Amendment .-t.11-00' (1'998). and Amendment .1.%i-00 3 (2000). There are no additions or deletions associated with this :1 menclmcnt .-Application .-111-04. 6.4.6 Exhibit F - Reclamation Plan Map 6. Rule 6.2.1(2) requires maps show name of Applicant. be signed hs a registered land sursesor. professional engineer. or other qualified person. gise date prepared and shall be prepared at a scale that is appropriate to clearly show all elements that are required to be delineated by the Act and Rules. The acceptable range of map scales shall not he larger than I inch--= 50 feet nor smaller than 1 inch - 660 feet. Please submit an updated copy of Exhibit F-1 with the name of Applicant. signed hs a qualified person. date prepared and ss ith an appropriate scale. Exhibit F -I has been updated per the Dirision'.s requirements and is enclosed. 7. As discussed during the pre -operational inspection on Jul) 14. 2016. the final project design plans and maps were to be completed by CH2\1 b. the beginning of August. Please to submit a full set of the final project design plans and maps to the Di) ision. Enclosed is a cope of City o1 Longmont.' Resilient .S"aint f rain Project .Sandstone Ranch Reach,. .lul' 2016. 1 olume 2 - ('onstruction Drawings plan set. These are the I0U`.'-;, ch'awing.s (hid docume'utsi fin. the C'itt''s flood restoration project within the Longmont i)istc'l operation. AGGREGATE Mr. Peter Has. Division of Reclamation. Mining and Safety September 9. 2016 Page Three 6.4.13 Exhibit M - Other Permits and Licenses 8. During the February 16. 2016 inspection and meeting ss ith the Applicant and the City of Longmont. the consultant to the Citv mentioned an An Corps of Engineers 404 permit. the proposed restoration work for the St. Vrain River. Please update Exhibit `1 to indicate the 404 permit and any other permits required for the restoration of the St. Vrain River. L nclusec/ is an updated Exhibit .11 which lists permits and licenses associated with C'in of Lorlgnlont .5 Resilient Saint I rc/1rl Project for the ( '111' .s flood restorcltion project within the Longmont L)istel operation. 6.4.15 Exhibit O - Owners of Record of Affected Land and Owners of Substance to be Mined 9. In Exhibit C of the amendment application. the Applicant states some parcels of land have changed ownership since the previous amendment to the application. Please updated Exhibit O to indicate the changes in land ow nership as needed. is noted in the prerioll.slt• snhnlitted Exhibit O. there are no additions of land proposed in this .-lutenchltent Application .•1.t1 -0-t; however, in cuk/itioit to owners of record of surface areas that have been provided in Exhibit (0 of previous applications. Boulder County is now c1 joint owner with ( 'it t' of Longmont on one parcel of affected land. Exhibit U has been. however. updated to re -list all owners of record. with Boulder Countv having been added to the list. 6.4.18 Exhibit R - Proof of Filing with Counts Clerk and Recorder 10. Please provided an affidavit or receipt indicating the date on which the revised amendment application information required to address this adequacy letter was placed w ith the Weld Count. Clerk and Recorder for public review, pursuant to Subparagraph I.6,2(1)(c). .l coin' of this letter, together with documents referenced herein. has heeu filed with the Clerk to the Board of Il'elcl ( O1111tt' ( om ,is.cloners. Ill II'eli Counit. the Clerk to the l3oarcl is the designated recipient J0r DR.LS application documents rather than the Clerk and Recorder. Enclosed is a co/1' of Proof ofFiling_ In accordance with the Division's approval. the decision date in this matter was extended to September 29. 2016. Please advise if there is any additional information needed to facilitate the Division's approval. Vera tads s ours. Connie N. Day is Land Manager Enclosures ■ Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to` 11111111 IIII 11111Ill! llIIBill III11111111111 9590 9403 0168 5120 3310 27 D. is delivery address different fru, _ item 1? CI if YES, enter delivery address below: AGGREGATE INDUSTRIES-WCR, INC. 1687 COLE BOULEVARD, SUITE 300 GOLDEN, CO 80401-3318 2. Art' 7015 1730 0000 0989 ►r<,e.ta.eae /Tronctocimm floruica !shell 3. Service Type a ❑ Mutt Signature ❑ O Adult Signature Restricted Delivery O Certified Mai® O Certified Mall Restricted Delivery O O Collect on Delivery 0Collect on Delivery Restricted Delivery O 142 5 1 Acted Delivery Priority Mal Express® Registered Mae*. Registered Mai Restricted Return Receipt for Merchandise Signature Confirmation*. Signature Confirmation Restricted Delivery PS Form 3811, April 2015 PSN 7530-02-000-9053 SENDER: COMPLETE THIS SECTION ■ Complete items 1, 2, and 3. a Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. L Article Address&lto: AVERY GEORGE 1757 COUNTY RD 20.5 LONGMONT, CO 80504 III1IIIliIIIiIIII1IIlI 11111I1111llI111ll 11111 9590 9403 0168 5120 3310 10 Domestic Return Receipt COMPLETE THIS SECTION ON DELIVERY O. Is • . wry llddress dI feren Orr item 1? if YES, enter delivery address below: D Yes D No 3. Service Type Q Adult Signature O Adult Signature Restricted Delivery iP Certified Marl® O Certified Mall Restricted Delivery O Collect on Delivery 2. Article Number fmansfer from service !abet} _-- O Collect on Delivery Restricted Delivery 7015 1730 0000 0989 4268 drictedDe O Priority Mae Express® O Registered Mar. ❑ Registered Mail Restricted De O Return Receipt for Merchandise O Signature Confirmation*. ❑ Signature Confirmation Restricted Delivery PS Form 3811, April 2015 PSN 7530-02-000-9053 • ■ Complete items 1, 2, and 3. ▪ Print your name and address on the reverse so that we can return the card to you. IN Attach this card to the back of the malipiece, or on the front if space permits. 1. AriinleAddre ed. to: _ _ BIGELOW INVESTMENTS LP 2401 GINNY WAY LAFAYETTE, CO 80026-9152 IINIIIIIIIIitIIIII IIIIIIIIIIIIlIIIIIII 9590 9403 0188 5120 3309 90 Domestic Return Receipt D. Is delivery address different torn item 1? O Yes If YES, enter delivery address below: p No 3. Service Type ❑ Adult Signature ❑ Adult Signature Restricted Delivery i Certified Mail® ❑ Certified Mal Restricted Delivery ❑ Collect on Delivery 2. Article Number (Transfer from service f3bell _li_Cellir�u� Delivery Restricted Delivery 7015 1730 0000 0989 4282 atrleted Delivery PS Form 3811, April 2015 PSN 7530-02-000,90}j3. ; ❑ Puk by Mail Express® D Registered Mar' ❑ Registered Mal Restricted O RReeflvnReceiptforMerchandiseRe ❑ Signature Confirmation'. O Signature Confirmation • Restricted Delivery.-..-, Domestic Return Receir SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. • *tach this card to the back of the mailpiece, or on the front if space permits. a Addrasserl to .._ BOULDER COUNTY PO BOX 471 Boulder, CO 80306 IIIIIIII1111III 1IIIII IIIII1I11I1111I1III IIII 9590 9403 0168 5120 3309 83 D. Is delivery address different from item. A`'Q es • If YES, enter delivery address below: `c 3. Service Type ❑ Adult Signature Adult Signature Restricted Delivery *Certified Mee® a Certified Mall Restricted Delivery _ O Collect on Delivery 2. Artigle_kluMberiPerigetfrornservicelebell --- _ 0 Collector Detvsry Restricted Delivery 7015 1730 0000 0989 4299 'feted Delivery Priority Mall Express® O Registered Malin' ❑ Registered Mall Restricted Delivery C Return Receipt for Merchandise O Signature Confirmation," O Signature Confirmation Restricted Delivery PS Form 3811, April 2015 PSN 7530-02-000-9053 Domestic Return Receipt SENDER: COMPLETE THIS SECTION I Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressedta BOULDER CREEK ESTATES LTD 8758 W PHILLIPS RD BOULDER, CO 80301-5502 D. is tfivery different from item i? D Yes If YES, enter delivery address below: Ci No 111111111Milli III111111111111III ill II 1111 9590 9403 0168 5120 3309 76 2. Article NcrnherlTi fl feriromsica.fetteti--_-.--- 7015 1730 0000 0989 3. Service Type ❑ Adult Signature ❑ Adult Signature Restricted Delivery II Certified Mail® O Certified Mall Restricted Delivery ❑ Collect on Delivery O Collect on Delivery Restricted Delivery 14305 Wilted D ❑ Priority Mail Express® O Registered Mall ". a Mail Restricted C)elRetcrnly Receipt for Merchandise ❑ SignatureConrsnrellet"" O Signature Confirmation Restricted Delivery PS Form 3811, April 2015 PSN 7530-02-000-9053 IN Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article. erncoardrt to B. Rec = ved by (Printed Name) Domestic Return Receipt D. Is delivery address different from Item 1? D Yes If YES, enter delivery address below: D No 6 CAMAS COLORADO, INC. C/O AGGREGATE INDUSTRIES-WCR 1687 COLE BOULEVARD, SUITE 300 GOLDEN, CO 80401 111111111 NI31I I INI IINI III I III 111 NII hl 7.4".•-,45,90.9404 0168 5120 3309 89 L7,0449 tier ifranstQr IQIE onrvrr»taixi _ -81 ; ; 'gPt:$ 9 3. Service Type C7 Adult Signature Adult Signature Restricted Delivery if Certified Maier O Certified Mall Restricted Delivery O Collect on Delivery ❑ Collect on Delivery Restricted Delivery 14312 testricted Delivery O Priority Mali Express® Registered Mali"" O Registered Mail Restricted Delivery ❑ Return Receipt for Merchandise ❑ signature Confirmationft* O Signature Confirmation Restricted Delivery 1, April 2015 PSN 7530-02-000-9053 Domestic Return Receipt SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: CITY OF LONGMONT 350 KIMBARK ST LONGMONT, CO 80501-5500 111111111111111111! 111111111111111111111 I III 9590 9403 0168 5120 3307 47 A. Signature X B. R- ed by (Printed Name) O Agent O Addressee Date of Delivery D. Is delivery : • • • ' * 1? O Yes If YES, enter delivery address below: O No 3. Service Type ID Priority Mail Express® O Adult Signature O Registered Mall" O Adult Signature Restricted Delivery O Registered Mail Restricted *Certified Mein® Delivery O Certified Mal Restricted Delivery CI Return Receipt for O Collect on Delivery Merchandise 2. Article Number (Transfer ham service !shell— — — t t7 Colecton Delivery Restricted Delivery C Signature ConfinnationTM O Signature Confirmation 7 015 17 3 0 0 0 0 0 0 9 8 9 814 3 Reetricted silvery Restricted Delivery PS Form 3811, April 2015 PSN 7530-02-000-9053 • Complete Items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. . Altirle n.brrvosse f t r CITY OF LONGMONT 3RD & KIMBARK LONGMONT, CO 80501 111111 1111111 1111 10111111 1 111 1111111III 9590 9403 0168 5120 3309 52 2. Artld_e_Nslmber.ffrsnsfer from crrvirp ratwil 7015 1730 0000 0989 Domestic Return Receipt COMPLETE THIS SECTION ON DELIVERY A. Signature X D. Is delivery ad if YES, enter O Agent Addressee C. Date of Delivery l 1? O Yes e ow: D No 3. Service Type DAdult Adult Signature Restricted Delivery *Certified Mail® ❑ Certified Mal Restricted Delivery ❑ Collect on Delivery C7_ Collect on Delivery Restricted Delivery 43 2 9 Meted Delivery O Priority Mall n® ❑ Registered Mai O Registered Mali Restricted every ❑ Return Receipt for Merchandise O Signature Confirmation ' ❑ Signature Confirmation Reatr k, at Delivery PS Form 3811, April 2015 PSN 7530-02-000-9033 ■ Complete items 1, 2, and 3. N Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Micle_Addressed to: CITY OF LONGMONT 408 3RD AVENUE LONGMONT, CO 80501-5938 111111111 111111 IIINIIII1IIII1 9590 9403 0168 5120 3309 45 2. Article Number (fransteitromsersdce leasI? 7015 1730 0000 0989 A. Signature X Domestic Return Redeipt O Agent O Addressee Date of Delivery D. la deilve item 1? O Yes If YES, below: O No 3. Service 'Type ❑ Adult Signature O Adult Signature Restricted Delivery !Certified Mail® Certified Mail Restricted Delivery o Collect on Delivery o Collect on Delivery Restricted Delivery 4 3 3 6 added Delivery ❑ Priority Mail Express® ❑ Registered Malin" ❑ Registered Mal Restricted Delivery ❑ Return Receipt for Merchandise O Signature Confinnationim ❑ Signature Confirmation Restricted Delivery PS Form 3811, April 2015 PSN 7530-02-000-9053 Domestic Return Receipt ■ Complete items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. II Attach this card to the back of the mailpiece, or on the front if space permits. 1. ArtldeAddressed try. CITY OF LONGMONT 7 S SUNSET ST LONGMONT, CO 80501-5843 11111111111111111111111111111111111111 11 111111 A. Signature X O Agent O Addressee D. Is delivery address different from Item 1? O Yes if YES, enter dget acieslr: O No 3. Service •type Q Adult Signature Q Adult Signature Restricted Delivery 9590 9403 0158 5120 3309 38 p Card Mall Restricted Delivery a Collect on Delivery >? ollect on Delivery Restricted Delivery 2 Adele Number Criansfer from service lei* ._._.._ _ _�,.C�_. _ .....g 7015 1730 0000 0989 4343 pRestriotedDelivery CI Priority Mall Express® o Registered McVITM ❑ Registered Mail Restricted Delivery Q Return eoaa for Merchandise ❑ Signature Confirmation,. Q SignattaeConfHretion Restricted Delivery PS Form 3811, April 2015 PSN 7530-02-000-9053 a Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. p+—r—ll.lalasnssareug 1... DISTEL FRANCIS R, DISTEL JOSEPH F DISTEL RICHARD G, DISTEL WILLIAM 10102 PLATEAU RD LONGMONT, CO 80504-7732 11111111111 Jill IlJ 11111III 11111111 JIJ 9590 9403 0168 5120 3309 14 A. Signature X Domestic Return Receipt C.! Agent dressee D. Is delivery address different from Rem 1? El Yes If YES, enter delivery address below: O No 3. Service Type 0 Adult Signature Adutt Signature Restricted Delivery 0 Certified Map® O Certified Man Restricted Delivery ❑ Collect on Delivery .2 Amide. dumper' lTCdns 6um_seryicg_Jattell Q Collect on Delivery Restricted Delivery 7015 1730 0000 0989 4367 Aall Restricted Delivery PS Form 3811, April 2015 PSN 7530-02-000-9083 • Complete items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the maiiplece, or on the front if space permits. 1. Article Addressed to: ❑ Priority Map Express® ❑ Registered Maps, iJ Registered Mall Restricted Q Retum Receipt for Merchandise ❑ Signature Confirmations" ❑ Signature Confirmation Restricted Delivery Domestic Return Receipt EDDLEMAN JAMES GARY EDDLEMAN BARBARA K 1769 COUNTY ROAD 20 1/2 LONGMONT, CO 80504-9414 hI1111II111IIINI 11111111111111l�l 9590 9403 0168 5120 3308 91 COMPLETE THIS SECTION ON DELIVERY A. Sig X 'Agent O Addressee B. R''- (Printed Narire C. Date of Delivery D. la delivery address different from item 1? D Yes If YES, enter delivery address below: Q No 3. Service "type ❑ Adult Signature ❑ Adult Signature Restricted Delivery • Certified Mali® o Collect D Delivery Restricted Deliver) 2. Article-NumberlTlansfer frOvre_sen!ice laical! 0 Collect on Delivery Restricted Delivers 7 015 1730 0000 0989 4381 tricted Deily neaoaAsd Delivery PS Form 3811, April 2015 PSN 7530-02-000-9053 Rriority Mall Express® Registered MeV" ❑ ❑ Registered Mail Restrict O Return for erchandise O Signature Confirmations" O Signature Confirmation Domestic Return Recelptg 1 ■ Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: _ FETTERS DONALD J SR FETTERS NANCY L 10690 COUNTY ROAD 1 LONGMONT, CO 80504-5428 11111111111111111 I II 11111 I I III 111111111 II III 9590 9403 0168 5120 3308 84 A. Signature X' B. - ceived by rimed Name) ISPAgent O Addressee C. Dade � Delivery' D. Is delivery address different from Item 1? O Yes if YES, enter delivery address below: El No 3. Service Type O Priority Mall Expreee o Adult Signature O Registered MaIIT" O Adult Signature Restricted Delivery O Registered Mai Restricted 46Certified Man® DelWwy o Certified Mail Restricted Delivery O ReturnMerchandise for pt o Correct on Delivery 2. Article Number.CTr$rrsfer from service /abet) O Collect on Delivery Restricted Delivery O Signature Confirmation"' O Signature Confirmation 7015 1730 0000 0989 4398 estrIctadDelivelY FtegirictedDe PS Form 3811, April 2015 PSN 7530-02-000-9053 • Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the maiipiece, or on the front if space permits. 1. Article Addressed to: HAYES SHIRLI MAE 998 HWY 119 LONGMONT, CO 80504 IIIIII111III11HIIIl IIIIIIIIIiIllilllll ICI 9590 9403 0168 5120 3308 77 Domestic Return Receipt from item 1? O Yes If YES, enter delivery address below: O No 2. Article Number (7rartsfar from service label) 7015 7,73[1.: ,P©,00 0989 PS Form 3811, April 2015 PSN 7530-02-000-9053 • Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Attalla Addressed.tn HORIZON INVESTMENT LLC C/O LYLE DEHNING 1835 FAITH PI_ LONGMONT, CO 80501-4714 VI�NhII1111IIINIIIlII11IIIIIunNi11l 9590 9403 0168 5120 3308 60 3. Service Type O Adult Signature o Adult Signature Restricted Delivery *Certified Malta Certified Man Restricted Delivery O Collect on Delivery ❑ Collect on Delivery Restricted Delivery oPriority Mali ExpreseGi Registered Mali MRestricted R D Return enReceipt for Merchandise D Signature Co,*rnetienad O Signature Confirmation 4404 iced Delivery Restricted Delivery Domestic Return Receipt D. Is delivery address different from item 1? if YES, enter delivery address below: 3. Service Type O Adult Signature CCeertiifieedd MaiS nature Restricted Delivery o Certified Mail Restricted Delivery o Collect on Delivery 2 AiticlaNumber (Transfer from Service rabe0 _ O Collect on Delivery Restricted Delivery o Priority Man Express® o Registered Maim O Registered Mail Restricted Delivery O Merchandise rchanddise� for o Signature Confi matlo&M O Signature Confirmation 7 015 1730 0000 0989 4 411 t Restricted Delivery Restricted Delivery PS Form 3811, April 2015 PSN 7530-02-000-9053 Domestic Return Receipt • Complete Items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: JAMS LAND LLC 1232 BOSTON AVE LONGMONT, CO 80501-5810 I'll 11 III' IIII MI 11111 I l 111#11111 I 9590 9403 0168 5120 3308 53 D. Is delivery address different from item If YES, enter delivery address below Dype A usig nature ❑ Adult Signature Restri ted deiwery Certified Male Ci Certified Mali Restricted Delivery ❑ Collect on Delivery 2. Article Number (transfer fr n service_Jebel) 0 Collect on Delivery Restricted Delivery 7015 1730 0000 0989 4428 *Meted Delivery Yes J No ❑ Priority Mail Express® ❑ Registered Mell ❑ litt4red Mail Restricted O Return Receipt for Merchandise ❑ Sicyreture Confirmation*" ❑ Signature Confirmation Restricted Delivery PS Form 3811, AprIl 2015 PSN 7530-02-000-9053 Domestic Return Receipt ■ Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits, 1. Article Addressed to: HANNON SUSAN HANNON MARK 1558 COUNTY ROAD 20.5 LONGMONT, CO 80504 11111111111111ll1I1111111111111111111IiIII III 9590 9403 0168 5120 3308 46 O Agent EPAddressee f ' ivety D. Is delivery address different •m item 1? O Yes If YES, enter delivery address below: ❑ No 3. Service Type Cl Priority Mail Expose® ❑ Adult Signature ❑ Registered Malin+ ❑ Adult Signature Restricted Delivery ❑ Registered Mall Restricted • Certified Mail® Delivery O Certified Mat Restricted Delivery ❑ Return Receipt for 2. �r3lcla ❑ Collect on Delivery ember (Transfer icatsi_Service label) ❑ Collect on Delivery Restricted Delivery C signature confirmation'^' 7015 1730 0000 0989 4 PS Form 3811, April 2015 PSN 7530-02-000-9053 435 Delivery ❑ Signature �ct dd Confirmation Restricted ,revs SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front If space permits. 1. Article Addressed to: MS STRONG LLC 1232 BOSTON AVE LONGMONT, CO 80501-5810 11111111111111 11111111111 11111111111111 9590 9403 0168 5120 3308 39 Domestic Return Receipt COMPLETE THIS SECTION ON DELIVEfiy S • tura LI by (Prin Name) C lQ Y1, t D. Is delivery address different from item 1 If YES, enter delivery address below: 3. Service TyO Adult O Adult ure Reship "'Certified Mail® befivery O Certified Mail Restricted Delivery 2. qtr rd arc �,tor ❑ Collect on Delivery sfec fro m,setyi98_iebelL 1 o CCorrect on Delivery Restricted Delivery 7 015 1730 D000 0989 4442 restricted Delivery PS Form 3811, April 2015 PSN 7530 02-000 O Agent O Add R ofD-ly O es No ❑ Priority Mat Express® O Registered Mali*" ❑Regietered Mat Restricted Delivery ❑ Return Merchandise Receipt for ❑ Signature corn+ ❑ Signature Confirmation Restricted Delivery Domestic Return Receipt Complete items 1, 2, and 3. Print your name and address on the reverse so that we' can return the card to you. I Attach this card to the back of the malipiece, or on the front if space permits. 1. Article Addressed to: NIX R SCOTT NIX SHARON KAY 10694 COUNTY ROAD 1 LONGMONT, CO 80504-5428 IIIIIIII1I1IIIIIIIIII IIIII1IIIIIIIIIIIIIII1II 9590 9403 0168 5120 3308 22 2. Article Number (ransferJrnm.senricaleben_ 7015 1730 0000 0989 8068 '•- ed b (Printed Name) ItRIerit O Addressee C. Date of Delivery e Z /-l' D. Is delivery address different from item 1? D Yes If YES, enter delivery address below: El No 3. Service Type ❑ Adult Signature ❑ Adult Signature Restricted Delivery a Certified Me lf® O Certified Mail Restricted Delivery ❑ Collect on Delivery O Cofiedd on Delivery Restricted Delivery teetricted Delivery ❑ Priority Mad Sxpreaee ❑ Registered Mall ❑ Registered Mad Restricted Delivery O Return Receipt for Merchandise ❑ Signature Conflrmat onTM ❑ Signature Confirmation Restricted Delivery PS Form 3811, April 2015 PSN 7530-02-000-9053 Domestic Return Receipt • Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the maiipiece, or on the front if space permits. 1, Adida Addressetit01 _ PESCHEL GARY G PESCHEL MHARI M 10220 COUNTY ROAD 1 LONGMONT, CO 80504-9479 111111111Ii11lllll111111111111111lll111llOIII 9590 9403 0168 5120 3308 15 A. Signature X Agent O Addressee e of Delivery D. Is delivery address different from item 1? 0 If YES, enter delivery address below: El No 2, ammo Number .',TransferArun servicalabelL 3. Service Type ❑ Adult Signature Adult Signature Restricted Delivery Certified Mane ❑ Certified Mad Restricted Delivery ❑ Collect on Delivery ❑ Collect on Delivery Restricted Delivery 7015 1730 0000 0989 8075 Restricted Delivery ❑ Priority Mall Express® ❑ Registered Mai", ❑ Registered Mall Restricted avery ❑ DDReetturn Receipt for Merchandise 0 Signature Confirmation*. O Signature Confirmation Restricted Delivery PS Form 3811, April 2015 PSN 7530-02-000-9053 Domestic Return Receipt SENDER: COMPLETE THIS SECTION ■ Complete items 1, 2, and 3. I Print your name and address on the reverse so that we can return the card to you. is Attach this card to the back of the maiipiece, or on the front if space permits. 1. Article Addressed t9: REDMOND THOMAS D IRA C/O GBT TRUST DEPT PO BOX 1159 LONGMONT, CO 80502-1159 9590 9403 0168 5120 3308 08 2. Article Number (Frans/etfrom service labeA __ Cr' ;;rLETE THIS SEC.T'OR ON DELIVERY A. Signatu by (Print Name) D. Is delivery ad If YES, e , delivery address below El No Agent A dresses C. Date of Delivery �L l ca different from item 1? Cl Yes 3. Service Type ❑ Adult Signature O Adult Signature Restricted Delivery • Certified Man O Certified Mai Restricted Delivery ❑ Collect on Delivery ❑ Collect err Delivery Restricted Delivery 7015 1730 0000 0989 8082 lestrrctedoeivery ❑ Priority Mail Express® O Registered Mail"' ❑ Registered Mall Restricted Dethrery ❑ Return Receipt for erchancitse ❑ Signature Confirmation"' O Signature Confirmation Restricted Delivery PS Form 3811, April 2015 PSN 7530-02-000-9053 Domestic Return Receipt ■ Complete items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the maitpiece, or on the front if space permits. 1. Article Addtesssd t _. RINN VALLEY FARMS LLC 1266 COUNTY ROAD 20 1/2 LONGMONT, CO 80504-6788 II111111IIIIIIIllH1IIIIIlI111IIII111I11IIi1 9590 9403 0168 5120 3307 92 2. Artisk 1i?mber (Transfer from service Label) 7015 1730 0000 0989 A. Signatu X B. ?!" by (Printed Name) Agent O Addressee C. Date of Delivery D. Is delivery address different from Item 1? El Yes If YES, enter delivery address below: O No 3. Service Type D Adult Signature ❑ Adult Signature Restricted Delivery Certified Marie Certified Mail Restricted Delivery o Collect on Delivery ❑ Collect on Delivery Restricted Delivery 8099 'Restricted Delivery ❑ Priority Mal Expo G Registered MeV, ❑ Registered Mal Restricted Delivery ❑ Return Reoelpt for Merchandise ❑ Signature ConfirmationT" D Signature Confirmation Restricted Delivery PS Form 3811, April 2015 PSN 7530-02-000-9053 • Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailplece, or on the front if space permits. 1__A ticla iddressad to: SCOTT ANITA J 1710 COUNTY ROAD 20 1/2 LONGMONT, CO 80504-9414 1111111 11111111 101 11111 11111 1 11 1111111 111I 9590 9403 0168 5120 3307 85 Domestic Return Receipt D. Is delivery address different from item ? ■ Yes If YES, enter delivery address below: ,8,_No 3. Service Type ❑ Adult Signature O Adult Signature Restricted Delivery 0 Certified Mail® O Certified Mall Restricted Delivery ❑ Collect on Delivery 2. Article_Nurn igr_LTtansfer from service label) D Collect on Delivery Restricted Delivery 7015 1730 0000 0989 8105 RestrfowDellrery ❑ Registered MaMall i® ❑ Registered Mail Restricted Delivery O Return Receipt for Ivlerhendise ❑ Signature Confirmation*'" O Signature Confirmation Restricted Delivery PS Form 3811, April 2015 PSN 7530-02-000-9053 Domestic Return Receipt ■ Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailplece, or on the front if space permits. 1. Article Add_ressect.;g FLYNN RICHARD FLYNN LISA 9998 COUNTY ROAD 1 LONGMONT, CO 80504-9477 111111111111111111111011111111113111111111 9590 9403 0168 5120 3307 78 2._ oJL_imE,,.J . , nt� trranef. r. loom service t hell D. Is delivery address different from item 1? O Yes If YES, enter delivery address below: p No 3. Service Type O Adult Signature D Adult Signature Restricted Delivery 0 Certified Meal® Certified Mall Restricted Delivery a Collect on Delivery ❑ Collect on Delivery Restricted Delivery 7 015 1730 0000 0989 8112 Restrlaed Delivery PS Form 3811, April 2015 PSN 7530-02-000-9053 Priority Mall Express® O Registered Markt O Registered Mail Restricted Delivery Return Reosipt d for Merchandise ❑ Signature Confirmation"' O Signature Confirmation -Restricted Delivery ,` Domestic Return Receipt IN Complete items 1, 2, and 3. I Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1 _a.di.re_Addaamd to SHELIARAE INVESTMENTS LLC 634 COUNTY ROAD 40 BERTHOUD, CO 80513-8028 111111111ii1 1111111111111111111 I I I I I I II I I1111 9590 9403 0168 5120 3307 61 a Agent p Addressee C. Date of Delivery L>- D. Is delivery address different from Item 1? ❑ Yes If YES, enter delivery address below: C No 3. Service Type ❑ Priority Mal Express® D Adult Signature O Registered MeV" ❑ Adult Signature Ftest$Cted Delivery ❑ Registered Mall Restricted r Certified Mme® Delivery D Certified Mail Restricted Delivery O Return Recelpt for ❑ Collect on Delvery Merchandise 2. AAirre Nrrmher (Transfer from_ Abel ❑ Collect on Delivery Restricted Delivery ❑ Signature Contlrrnatiorrrr O Signature Confirmation 7 015 1730 0000 0989 8129 R i y Restricted Demrery PS Form 3811, April 2015 PSN 7930-02-000-9053 • Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to:. - - — - SKYWAY PROPERTY MANAGEMENT LLC 9652 SIERRA VISTA RD LONGMONT, CO 80504-5408 111111111111111111 1111 101111111111 1111111III 9590 9403 0168 5120 3307 54 Domestic Return Receipt COMPLETE THIS SECTION ON DELIVERY D. Is delivery ad If YES, enter O Sec; 3. Service Type O Adult Signature ❑ Adult Signature Restricted Delivery Certified Mall® O Certified Mail Restricted Delivery O Collect on Delivery 2. Artide_Nvmber (Transfer from service kebab_-- C Collect on Delivery Restricted Delivery ❑ Priority Mall Express! ❑ Registered Maria, ❑ Registered Mall Restricted DeNyery ❑ Return Receipt for Merchandise ❑ Signature Confirmation*" ❑ Signature Confirmation 7 015 1730 0000 0989 8136 Restricted Delivery Restrtcted DeVerr' t. PS Form 3811, April 2015 PSN 7530-02-000-8053 Domestic Return Receipt SENDER: COMPLETE THIS SECTION ■ Complete items 1, 2, and 3. a Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article.Addressed to; TEMPERATURE PROCESSING CO INC 10477 COUNTY ROAD 7 LONGMONT, CO 80504-5442 11111111111111111 101 1011111111 111111 11 11111 9590 9403 0168 5120 3310 65 COMPLETE THIS SECTION ON DELIVERY A. Signature D. Is delivery address dlffere from item 1? 0 Yes If YES, enter deliv ress below: No 3. Service Type ❑ Priority Mal Expos® O Adult Signature O Registered Melia* O Adult ltlSignatr 0 Restricted Delivery 0 istered Mail Restricted II Certified O Certified Mal Restricted Delivery O Return for ❑ Collect on Delivery M 2. Article NumberiTtarnfer from slitNica label) II Collect on Delivery Restricted Delivery ❑ Signatws Cor m etronTM O Signature Confirmadon 7 015 1730 0000 0989 14213 a Restricted Delivery Restricted Delivery PS Form 3811, April 2015 PSN 7530-02-000-9053 Domestic Return Receipt a Complete items 1, 2, and 3. • Print your name and address on the reverse so that we cart return the card to you. ■ Attach this card to the back of the rnailpiece, or on the front if space permits. 1. Articiie Addressed to: TREVITHICK MARK A PO BOX 1056 LONGMONT, CO 80502-1056 IIIIIIIIIIl1111111Ihi Ju 111111111Ili Illl IIll 9590 9403 0168 5120 3310 58 A. Signature 0 Agent —ESIV.cldnliseee B. Received by (Printed Name) k K Tikei L'flin 0. Is delivery address different from - 1? O Yes If YES, enter delivery address below: 2. Artiria Nurnher_ Transfer from service label) - 3. Service Type ❑ Adult Signature (� Adult Signature Restricted Delivery ✓ Certified Mail. CI Certified Mat Restricted Delivery ❑ Collect on Delivery ❑ Collect on Delivery Restricted Delivery 7015 1754 p-RM0 098`t-f�4 �2fl,;:, :, �ggtriP; ❑ Priority Mat Express® ❑ Registered Met*u D Registered Mail Restricted Delivery Cl Return Receipt for Merchandise ❑ Signature Confirmation^" D Signature Confirmation Restricted Delivery PS Form 3811, April 2015 PSN 7530-02-000-9053 Domestic Return Receipt SENDER: COMPLETE THIS SECTION • Complete Items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the malipiece, or on the front if space permits. 1. _Article Addmersaci tn• _._ _ TS SKYWAY LLC 1232 BOSTON AVE LONGMONT, CO 80501-5810 IIIIII111u1I111l1111111ll111illllllll NIIIl 9590 9403 0168 5120 3310 41 COMPLETE THIS SECTION ON DELIVERY 0. Is delivery address different from item 1 If YES, enter delivery address below: ' 0 No O Priority Mel Express® ❑ Registered Mar' D Registered Mad Restricted De 3. Service Type ❑ Adult Signature t� Adult Sign Restricted Del IF-Gartlfied Melia ❑ Certified Mail Restricted Delivery CReturn pt for ❑ Collect on Delivery Merchandise isenflnnatloni° 2. ArrirlA Number rn^ansfa f om sefvl4eiake/J _, .-- - ❑ Collect on Delivery Restricted Delivery ❑ ea O signature Confirmation 7 015 17 3 0 0000 0989 142 3 7 rtricted Delivery Restricted Delivery PS Form 3811, April 2015 PSN 7530-02-000-9053 • Complete Items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the maltpiece, or on the front if space permits. t_ Attila A&keaeed ins WAGNER KAREN A 2154 MEADOW VALE RD LONGMONT, CO 80504-6227 111111111111111111111111111111111111111111 9590 9403 0168 5120 3310 72 • Article Numberlfransfer fromservice IB Q --_ 7015 1730 0000 0989 4206 PS Form 3811, April 2015 PSN 7530-02-000-9053 Domestic Return Receipt D. Is delivery address different from item 1? O Yes If YES, enter delivery address below: ❑ No 3. Service Type D Adult Signature O Adult Signature Restricted DeRvery a Certified Mat® D Certified Mad Restricted Delivery L7 Collect on Delivery D Collect on Delivery Restricted Delivery --_ "ail ell Restricted Delivery 1 ❑ Priority Mai Express® O Registered Mahn, O Registered Mail Restricted Delivery ❑ Return Receipt for Merchandise Q Signature CornrnmetionT" O Signature Confirmation Restricted Delivery Domestic Return Receipt SENDER: COMPLETE THIS SECTION CC,'',?PLETF THIS SECTION ON DELIVERY • Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: Kerr McGee Gathering LLC 1099 1e Street, Suite 1800 Denver, CO 80202 11111111IiiilIIIIIII 11111111111111111111III 9590 9403 0168 5120 3305 94 A Si X ❑ Agent ❑ Addressee B. Received by (Printed N C. Date of Delivery D. Is delivery address different from item 1? 1. Yes tf YES, enter delivery address below: G No 3. Service Type O Adult Signature O Adult Signature Restricted Delivery Certified Mai® ❑ Certified Mall Restricted Delivery O Collect on Delivery 2-..Article_Number (Transfer from service Iabe9 O Collect on Delivery Restricted Delvery 0 insured Mail 7015 1730 0000 0989 8198 �"'trDe""'" PS Form 3811, April 2015 PSN 7530-02-000-9053 0 Priority Mail Express® O Registered MaP" O Se4red Mail Restricted O Return Receipt for Merchandise Cl Signature ConMme*lon". O Signature Confirmation Restricted Delivery Domestic Return Receipt ■ Complete items 1, 2, and 3. is Print your name and address on the reverse so that we can return the card to you. s Attach this card to the back of the mailpiece, or on the front If space permits. 1. Article Addressed to: -_ Weld County Public Works 1111 H Street, P. O. Box 758 Greeley, CO 80632 Il 1I1F INI I111111111111111111111111111fl III 9590 9403 0168 5120 3306 17 O Agent Q Addressee C. Date of Delivery D. Is delivery address different from item 1? a If YES, enter delivery address below: p No 2. Article Number aninsfer_ com service 1abel1 7015 1730 0000 0989 3. Service Type O Adult Signature O Adult Signature Restricted Delivery Certified Mai® 0 Certified Mail Restricted Delivery L7 Collect on Delivery O Collect on Delivery Restricted Delivery 8174 acted Delivery O Priority Mall Erpressa O Registered MaIITM o fitaye ed Mail Restricted ❑ Return Receipt for Merchandise ❑ Signature Confirmation", ❑ Signature Confirmation Restricted Delivery PS Form 3811, April 2015 PSN 7530-02-000-9053 ■ Complete items 1, 2, and 3. ! Print your name and address on the reverse so that we can return the card to you. IN Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: Encana Oil & Gas Inc. 370 17th Street, Suite 1700 Denver, CO 80202 NIN1I1111INIIIYI 111111 111111E 9590 9403 0168 5120 3310 96 0 C 2._Artio a Number (TiwlsfeLsmm service_laball 7015 1730 0000 0989 8204 Rrintedli /VC t�. Domestic Return Receipt COMPLETE THIS SECTION ON DELIVERY AQ>t Addressee C. Date of Delivery D. Is delivery address different from item 1? O Yes if YES, enter delivery address below: In No 3. Service type ❑ Mutt Signature O Adult Signature Restricted Delivery Certified Malt® Certified Mail Restricted Delivery Collect on Delivery Collect on Delivery Restricted Delivery tali tail Restricted Delivery 0 Priority Mall Express® O Registered Mar, ❑ =teyed Mall Restricted O Return RReceipt for Merchandise O Signature Confirmation", ❑ Signature Confirmation Restricted Delivery PS Form 3811, April 2015 PSN 7530-02-000-9053 Domestic Return Receipt English Customer Service LISPS Mobile Register / Sign In USPS Tracking® Tracking Number 70151730000009894275 Expected Delivery Day: Thursday, June 2, 2016 Product & Tracking Information Postal Product: First -Class ►Mile June 2, 2016 , 1:12 pm Features: Certified Mail"' USPS.COM' Return Receipt 7015 1730 0000 0989 4275 See tracking for related item: 9590940301685120331003 Delivered, Left with Individual LONGMONT, CO 80504 June 1, 2016 , 5:44 pm Departed USPS Facility DENVER, CO 80266 May 31, 2016 ,11:12 pm Arrived at USPS Facility DENVER, CO 80266 May 31, 2016 , 6:41 pm Departed Post Office GREELEY, CO 80634 May 31, 2016 , 3:48 pm Acceptance GREELEY, CO 80634 U.S. Postal Servicee" CERTIFIED MAIL° RECEIPT Domestic Mail Only For delivery information, visit our website at www.usps.com`. LONOMOKT r 'CO 8000,4 Certified Mail Fee $3: $ 30 Extra Services & Fees (check box, add fee i pA(ate) ❑ Return Receipt (hardcopy) $ ��JJJI 1:Return Receipt (electronic) $ $0.00 ❑ Certified Mail Restricted Delivery $ $0.00 ❑ R $ Adult Signature equrred $0• 0 • O Adult Signature Restricted Delivery S 4177 Postage $ Total Postage and Fees $ $6.47 Sent To Street and/ BETANCOURT TERRI L 2499 ZLATEN DR City, State, : LONGMONT, CO 80504-2001 $0.47 0401 14 Postmark Here 05/31/2016 PS Form 3800, April 2015 PSN7850-c2-070-5041 See Reverse for Instruction Track Another Package Manage Incoming Packages Tracking (or receipt) number Track all your packages from a dashboard. No tracking numbers necessary. Track It Sign up for My USPS r 1440 o 0 0 f N oo:., o 1Q 9 0 M 06/09/15 805012029- a O O 04 �Zc~o0 K OOVz Z o UJU_0-. _ • 00 • gag 463 a Ott H HEM' swag azgm • pv4. t. • .76 NNW • !. In ;ra s1 PID.? • o � g N GO 219_J WU mpopmenniMMIM 1730 0000 0989 Ln 0 N LU 41 V W IX • �- 74 8 11 00 M v X > ., Q 1;9Cl v V 'ad E t0° l B:. 43 00.4 v N m 7015 1730 0000 0989 U O 0 C 1< Z OZ O wO) t17 O to 0 CO 0 0 rer�, 4G' Ui v't tit Ui I Gk`s Q:0 in v1 u_ 7 <U.t ve .i ui (t' 1J N w �? ri 44 O4 at § 7015 1730 0000 0989 8150 :1 f.3 4 7zi '1` ili 4.,p "9 i?: tci i<; .w e�A% 444 }} ir. CERTIFIED MAIL rq t-9 (43 6' U- 0 7015 1730 0000 N V N 00 ,. 1 0000 o H — CC; r^; N 44) 4514 444, EXHIBIT C Pre -Mining and Mining Plan Maps of Affected Lands All extraction activity was completed prior to this Amendment Application AM -04. The only change associated with Exhibit C requirements as it applies to this amendment application is the map portraying surface owners of record, as some parcels of land have changed ownership. Provided in this section is a map entitled Exhibit C-1 Owners of Record of Affected Lands and Lands Within 200 feet of Affected Land, which portrays the parcels with parcel numbers of land within the permit boundary and the parcels with parcel numbers containing land within 200 -feet of the permit boundary. A list of the owners of the parcels portrayed on the map is also provided in this section. Other Exhibit C requirements, including structure owners and easement holders, have been previously addressed within Exhibit C documents included with the original application (1989), Amendment AM -001 (1994), Amendment AM -002 (1998), and Amendment AM -003 (2000). Longmont Distel Operations Amendment to Permit M-1989-029 FILE CONTAINS OVERSIZED MAP C g %V\ (u ) PLEASE SEE ORIGINAL FILE LONGMONT DISTEL OPERATION M-1989-029 - AM -04 EXHIBIT C-1 SURROUNDING PROPERTY OWNERS NAMES/ADDRESSES UPDATED AS OF 4/29/2016 35 ACRE LLC PO BOX 983 CO 80038-0983 Parcel: 131317000070 AGGREGATE INDUSTRIES-WCR, INC. 1687 COLE BOULEVARD, SUITE 300 GOLDEN, CO 80401-3318 Parcel: 131308000017 Parcel: 131317100002 Parcel: 131308000045 Parcel: 131316000097 Parcel: 131317200057 AVERY GEORGE 1757 COUNTY RD 20.5 LONGMONT, CO 80504 Parcel: 131317000063 BETANCOURT TERRI L 2499 ZLATEN DR LONGMONT, CO 80504-2001 Parcel: 131307401001 BIGELOW INVESTMENTS LP 2401 GINNY WAY LAFAYETTE, CO 80026-9152 Parcel: 131317200056 Parcel: 131317200058 BOULDER COUNTY PO BOX 471 Boulder, CO 80306 Parcel: 131513000001 Parcel: 131512000017 Parcel: 131512000016 Parcel: BOULDER CREEK ESTATES LTD 8758 W PHILLIPS RD BOULDER, CO 80301-5502 Parcel: 131309200005 CAMAS COLORADO, INC. C/O AGGREGATE INDUSTRIES-WCR, INC. 1687 COLE BOULEVARD, SUITE 300 GOLDEN, CO 80401 Parcel: 131308300001 Parcel: 131317000052 CITY OF LONGMONT 350 KIMBARK ST LONGMONT, CO 80501-5500 Parcel: 131512000064 Parcel: 131307000024 Parcel: 131309200007 Parcel: 131309200008 Parcel: 131317200060 Parcel: 131317200061 Parcel: 131317200062 CITY OF LONGMONT 3RD & KIMBARK LONGMONT, CO 80501 Parcel: Parcel: Parcel: Parcel: Parcel: Parcel: Parcel: Parcel: Parcel: 131307000045 131307100058 131308000030 131308000031 131308000032 131308103014 131308300002 131317000048 131318100003 CITY OF LONGMONT 408 3RD AVENUE LONGMONT, CO 80501-5938 Parcel: 131307000061 Parcel: 131307000062 Parcel: 131308000044 CITY OF LONGMONT 7 S SUNSET ST LONGMONT, CO 80501-5843 Parcel: 131307401002 LONGMONT CITY OF BOULDER COUNTY OF 747 COFFMAN ST LONGMONT, CO 80501 Parcel: 131307300064 DISTEL FRANCIS R, DISTEL JOSEPH P DISTEL RICHARD G, DISTEL WILLIAM L 10102 PLATEAU RD LONGMONT, CO 80504-7732 Parcel: 131317100001 DJS CITY LEASE OPTION LLC C/O CHARLES SAXTON & ASSOC 353 MAIN ST LONGMONT, CO 805015532 Parcel: 131318200007 EDDLEMAN JAMES GARY EDDLEMAN BARBARA K 1769 COUNTY ROAD 20 1/2 LONGMONT, CO 80504-9414 Parcel: 131317100003 Parcel: 131317100004 FETTERS DONALD J SR FETTERS NANCY L 10690 COUNTY ROAD 1 LONGMONT, CO 80504-5428 Parcel: 131307300005 HAYES SHIRLI MAE 998 HWY 119 LONGMONT, CO 80504 Parcel: 131308000033 HORIZON INVESTMENT LLC C/O LYLE DEHNING 1835 FAITH PL LONGMONT, CO 80501-4714 Parcel: 131308103012 JAMS LAND LLC 1232 BOSTON AVE LONGMONT, CO 80501-5810 Parcel: 131307200001 HANNON SUSAN HANNON MARK 1558 COUNTY ROAD 20.5 LONGMONT, CO 80504 Parcel: 131317400079 MS STRONG LLC 1232 BOSTON AVE LONGMONT, CO 80501-5810 Parcel: 131308107007 Parcel: 131308107008 Parcel: 131308107008 Parcel: 131308107015 NIX R SCOTT NIX SHARON KAY 10694 COUNTY ROAD 1 LONGMONT, CO 80504-5428 Parcel: 131307200006 PESCHEL GARY G PESCHEL MHARI M 10220 COUNTY ROAD 1 LONGMONT, CO 80504-9479 Parcel: 131307300063 REDMOND THOMAS D IRA C/O GBT TRUST DEPT PO BOX 1159 LONGMONT, CO 80502-1159 Parcel: 131308107016 Parcel: 131308107017 Parcel: 131308107018 RINN VALLEY FARMS LLC 1266 COUNTY ROAD 20 1/2 LONGMONT, CO 80504-6788 Parcel: 131317000066 SCOTT ANITA J 1710 COUNTY ROAD 20 1/2 LONGMONT, CO 80504-9414 Parcel: 131317400075 FLYNN RICHARD FLYNN LISA 9998 COUNTY ROAD 1 LONGMONT, CO 80504-9477 Parcel: 131318000004 SHELIARAE INVESTMENTS LLC 634 COUNTY ROAD 40 BERTHOUD, CO 80513-8028 Parcel: 131308108004 Parcel: 131308108005 Parcel: 131308108006 Parcel: 131308108007 Parcel: 131308108008 SKYWAY DRIVE COMMERCIAL CONDOS NON ASSESSIBLE Parcel: 131308107999 Parcel: 131308108999 SKYWAY PROPERTY MANAGEMENT LLC 9652 SIERRA VISTA RD LONGMONT, CO 80504-5408 Parcel: 131308107010 TEMPERATURE PROCESSING CO INC 10477 COUNTY ROAD 7 LONGMONT, CO 80504-5442 Parcel: 131309000003 TREVITHICK MARK A PO BOX 1056 LONGMONT, CO 80502-1056 Parcel: 131308107011 TS SKYWAY LLC 1232 BOSTON AVE LONGMONT, CO 80501-5810 Parcel: 131308107009 Parcel: 131308107012 Parcel: 131308107013 Parcel: 131308107014 WAGNER KAREN A 2154 MEADOW VALE RD LONGMONT, CO 80504-6227 Parcel: 131308103004 EXHIBIT F Reclamation Plan Map This revision proposes to update the reclamation plan to reflect the current landscape of the Longmont Distel Operations site and to identify remaining areas for post -mining reclamation and areas for flood restoration following the catastrophic flood event throughout the St. Vrain Creek watershed in September 2013. The following Exhibit F-1 — Post 2013 Flood Conditions, Restoration, Improvements and Remaining Post -Mining Reclamation identifies these areas. Also enclosed in this section is a copy of City of Longmont's Resilient Saint Vrain Project — Sandstone Ranch Reach, July 2016, Volume 2 — Construction Drawings plan set. These are the 100% drawings (bid documents) for the City's flood restoration project within the Longmont Distel operation. Longmont Distel Operations Amendment to Permit M-1989-029 EXHIBIT M Other Permits and Licenses See Exhibit M of AM -003 for permits and licenses associated with Aggregate Industries mining and reclamation activities. Permits and licenses associated with the City of Longmont's Resilient Saint Vrain Project for flood restoration include the following: • U.S. Army Corps of Engineers Section 404 Permit (NWO-2015-02224-DEN) • FEMA NEPA Environmental Assessment Finding of No Significant Impact • U.S. Fish and Wildlife Service Section 7 Consultation Letter • Colorado State Historic Preservation Office Section 106 Consultation Letter • Colorado Parks and Wildlife Senate Bill 40 Certification Letter • Avian Protection Plan • City of Longmont Permanent Stormwater Control Approval • Colorado Department of Public Health and Environment stormwater construction permit and a Stormwater Management Plan will be developed and implemented • FEMA Conditional Letter of Map Revisions for potential changes to Flood Insurance Rate Map • Colorado Department of Health and Environments permits for dewatering Longmont Diste/ Operations Amendment to Permit M-1989-029 EXHIBIT O Owners of Record of Affected Land (Surface Area) and Owners of Substance to be Mined There are no additions of land proposed in this Amendment Application AM -04; however, in addition to owners of record of surface areas that have been provided in Exhibit O of previous applications, Boulder County is now a joint owner with City of Longmont on one parcel of affected land. Owners of substance to be mined have also been provided in previous applications; however, all extraction activity has been completed and no additional material will be mined. Aggregate Industries-WCR, Inc. (formerly known as CAMAS Colorado, Inc.) 1687 Cole Boulevard, Suite 300 Golden, CO 80401 City of Longmont Civic Center Complex 3rd and Kimbark Street Longmont, CO 80501 Longmont City Of Boulder County Of 747 Coffman St Longmont, Co 80501 (Boulder County, P. O. Box 471, Boulder, CO 80306) Bigelow Investments LP (formerly known as Andrea Pierce Bigelow Living Trust) 2401 Ginny Way Lafayette, CO 80026 Gary G and Mhari M. Peschel 10220 Weld County Road 1 Longmont, CO 80504 Longmont Distel Operations Amendment to Permit M-1989-029 EXHIBIT R Proof of Filing with County Clerk or Recorder Following is a copy of the letter under which a copy of the Longmont Distel Operations Permit No. M-1989-029 MLRB 112 adequacy review responses were submitted to the Clerk to the Board of Weld County Commissioners, with Proof of Filing signed and dated by the Clerk to the Board. Longmont Distel Operations Amendment to Permit M-1989-029 September 9, 2016 Clerk to Board of Weld County Commissioners 1150 O Street - Administration Building P.O. Box 758 Greeley, CO 80632 RE: Aggregate Industries-WCR, Inc.; Longmont Distel Operations, Weld County, CO MLRB 112 Permit No. M-1989-029 — Amendment Application AM -04 Response to Division of Reclamation, Mining and Safety Adequacy Review Dear Clerk: Enclosed please find a copy of Aggregate Industries-WCR, Inc.'s (AI) responses to Division of Reclamation, Mining and Safety's (DRMS) July 27, 2016 adequacy review of MLRB 112 Permit Amendment Application for the above -referenced sand and gravel mining site in Weld County, Colorado. As required by Section 1.6.2 (1)(c) of the Colorado MLRB Rules, a copy of these responses must be placed and made available for public review together with the original application materials previously placed with the Clerk's office on March 24, 2016 and May 17, 2016. We are required to submit proof of filing with DRMS and therefore ask that you please sign and date stamp the Receipt below. Thank you for your assistance. Very truly yours, Connie N. Davis Land Manager Enclosures Receipt This is to certify that a copy of AI's responses to the DRMS adequacy review as referenced in this letter has been received by the Clerk to the Board of Weld County Commissioners this day of , 2016. Clerk to the Board of Weld County Commissioners Aggregate Industries West Central Region, Inc. 1687 Cole Boulevard, Suite 300 Golden, CO 80401 Time and Date Stamp: Telephone: 303-985-1070 An Equal Opportunity Employer A li CITY OF LONGMONT RESILIENT SAINT VRAIN PROJECT SANDSTONE RANCH REACH 21411) M G It 'smr�tl t, 1 MP BID DOCUMENTS JULY 2016 VOLUME 2 - CONSTRUCTION DRAWINGS mat C '4I PROJECT LOCATION SAINT VRAIN CRE .! , • NTS • M 1 ift COUNTY LINE ROAk w lir al cc ej IY w 1 p- a 2.1:r$ -11 a I . � ft* HIGHWAY.]'I ' LOCATION MAP • • I 4 4s 1'. • • .. BOULDER CREEK IJ ET SAM 3i.114TIV1s W Wr tilllki •114. OULDER CREE si, NIIIIIIMPROJECT LOCATION COUNTY ROAD 20 1/2 6 Ilk { VICINITY MAP NTS Maw wham SIM Call before you dig. PREPARED BY: CH2M HILL PREPARED FOR: CITY OF LONGMONT CH2M HILL I HEREBY AFFIRM THAT THESE CONSTRUCTION DRAWINGS FOR THE RESILIENT SAINT VRAIN PROJECT WERE PREPARED BY ME (OR UNDER MY DIRECT SUPERVISION) IN ACCORDANCE WITH THE REQUIREMENTS OF THE INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS_" ELLIS DANIEL ELSNER ON BEHALF OF CH2M HILL PE #36217 ENGINEER REVIEW CITY OF LONGMONT REVIEW IS FOR GENERAL COMPLIANCE WITH CITY OF LONGMONT STANDARDS AND REQUIREMENTS. THE CITY OF LONGMONT IS NOT RESPONSIBLE FOR THE CORRECTNESS OF DESIGN, DIMENSIONS, DETAILS, QUANTITIES AND DESIGN SAFETY. REVIEW ENGINEER DATE O to Z 0 1) CC 0 z 9 2 z 9191 S JAMAICA ST ENGLEWOOD CO 80112 RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH C 0 E cA p0 ji VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING DATE JULY 2016 PROJ 653819 DWG G-001 SHEET 1 of 103 @CH2M HILL 4018. ALL RIGHTS RESERVED. vo a w 2 0 O fa H 0 U) Z 0 $PWURL $PWPATH FILENAME: SSR-FO- -001.dgn PLOT DATE: 2018%07129 PLOT TIME: 7:29:23 AM 1 2 :3 4 5 6 INDEX TO DRAWINGS $HEST DRAWING NO. GENERAL 1 G-001 2 G-002 3 G-003 4 G-004 5 6-005 6 G-006 7 G-007 8 G-008 9 G-009 10 G-010 11 G-011 12 G-012 13 G-013 14 6-014 15 G-015 16 G-016 17 G-017 18 G-018 19 G-019 20 G-020 CIVIL 21 CG -01 22 CG -02 23 CG -03 24 CG -04 25 CL -01 26 CL -02 27 CL -03 28 CL -04 29 C-001 30 C-002 31 C-003 32 C-004 33 C-005 34 C-006 35 C-007 36 C-008 37 C-009 38 C-010 39 C-011 40 C-012 41 C-013 42 C-014 43 C-101 44 C-102 45 C-103 46 PP -01 47 PP -02 48 PP -03 49 PP -04 50 CS -01 51 CS -O2 52 CS -03 53 CS -04 54 CS -05 55 CS -06 56 CS -07 57 CS -08 58 DT -01 59 DT -02 60 DT -03 SHEET TITLE GENERAL GENERAL GENERAL GENERAL GENERAL GENERAL GENERAL GENERAL GENERAL GENERAL GENERAL GENERAL GENERAL GENERAL GENERAL GENERAL GENERAL GENERAL GENERAL GENERAL COVER SHEET SHEET INDEX GRADING PLAN KEY MAP AND SURVEY CONTROL PLAN ABBREVIATIONS ABBREVIATIONS AND STANDARD SYMBOLS NOTES AND CIVIL LEGEND CONVEYANCE LEGEND AND NOTES STRUCTURAL NOTES SPECIAL INSPECTIONS 1 OF 2 SPECIAL INSPECTIONS 2 OF 2 CONTROL TABLES CONTROL TABLES CONTROL TABLES CONTROL TABLES CONTROL TABLES CONTROL TABLES CONTROL TABLES CONTROL TABLES MISCELLANEOUS CONTROL TABLES TREE TABLE CIVIL OVERALL ACCESS AND HAUL ROUTE PLAN ENVIROMENTAL CONSTRAINTS MAP SEASON RESTRICTIONS MAP REQUIRED COMPACTION PLAN CIVIL CONTROL LINE PLAN A CIVIL CONTROL LINE PLAN B CIVIL CONTROL LINE PLAN C CIVIL CONTROL LINE PLAN 0 CIVIL GRADING PLAN VIEW A CIVIL GRADING PLAN VIEW B CIVIL GRADING PLAN VIEW C CIVIL GRADING PLAN VIEW D CIVIL GRADING PLAN VIEW E CIVIL GRADING PLAN VIEW F CIVIL GRADING PLAN VIEW G CIVIL GRADING PLAN VIEW H CIVIL GRADING PLAN VIEW I CIVIL GRADING PLAN VIEW J CIVIL GRADING PLAN VIEW K CIVIL GRADING PLAN VIEW L CIVIL GRADING PLAN VIEW M CIVIL GRADING PLAN VIEW N CIVIL ENLARGED PLAN A CIVIL ENLARGED PLAN B CIVIL ENLARGED PLAN C CIVIL PLAN AND PROFILE - GREENWAY TRAIL STA CIVIL PLAN AND PROFILE - GREENWAY TRAIL STA CIVIL PLAN AND PROFILE-GREENWAY TRAIL STA CIVIL PLAN AND PROFILE - GREENWAY TRAIL STA CIVIL SECTIONS CIVIL SECTIONS CIVIL SECTIONS CIVIL SECTIONS CIVIL SECTIONS CIVIL SECTIONS CIVIL SECTIONS CIVIL PROFILES CIVIL DETAILS CIVIL DETAILS CIVIL DETAILS STRUCTURAL GT 10+00 TO STA GT15+00 GT 15+00 TO STA GT 20+00 GT 20+00 TO STA GT 25+00 GT 25+00 TO STA GT 28+58.59 61 B-001 STRUCTURAL BRIDGE GENERAL NOTES 62 B-002 STRUCTURAL BRIDGE PLAN AND ELEVATION 63 B-003 STRUCTURAL BRIDGE GEOTECHNICAL DATA SHEET 64 B-004 STRUCTURAL BRIDGE DRILLED CAISSON DETAILS 65 B-005 STRUCTURAL BRIDGE ABUTMENT DETAILS 66 8-006 STRUCTURAL WINGWALL LAYOUT 67 8-007 STRUCTURAL WINGWALL DETAILS 68 B-008 STRUCTURAL BRIDGE PIER DETAILS 69 B-009 STRUCTURAL PIPE RAILING DETAILS 70 S-001 DIVERSION STRUCTURE DETAIL AND SECTIONS 71 5-002 STOP LOG STRUCTURE SHEET DRAWING NO. 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 86 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 LANDSCAPING SSR-LA-001 SSR-LA-0O2 SSR-LA-003 SSR-LA-004 SSR-LA-005 SSR-LA-011 SSR-LA-013 SSR-LA-014 SSR-LA-015 SSR-LA-016 SSR-LA-017 SSR-LA-O18 SSR-LA-019 SSR-LA-020 SSR-LA-021 SSR-LA-022 SSR-LA-023 SSR-LA-024 SSR-LA-025 SSR-LA-026 SSR-LA-O27 SSR-LA-030 IRRIGATION R -010A R -010B R-011 R-012 R-013 R-014 R-015 R-016 R-017 R-018 SHEET TITLE LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE SHRUB PLAN RRIGATION RRIGATION RRIGATION RRIGATION RRIGATION RRIGATION RRIGATION RRIGATION RRIGATION RRIGATION PLANTING OVERVIEW PLAN PLANTING NOTES PLANTING TREES & SHRUBS & SEED MIXES PLANTING PLANTING ZONE AREAS & QUANTITIES PLANTING DETAILS PLANTING ENLARGED PLAN 1 PLANTING ENLARGED PLAN 3 PLANTING ENLARGED PLAN 4 PLANTING ENLARGED PLAN 5 PLANTING ENLARGED PLAN 6 PLANTING ENLARGED PLAN 7 PLANTING ENLARGED PLAN S PLANTING ENLARGED PLAN 9 PLANTING ENLARGED PLAN 10 PLANTING ENLARGED PLAN 11 PLANTING ENLARGED PLAN 12 PLANTING ENLARGED PLAN 13 PLANTING ENLARGED PLAN 14 PLANTING ENLARGED PLAN 15 PLANTING ENLARGED PLAN 16 PLANTING ENLARGED PLAN 17 TING AREAS LEGEND PLAN OVERVIEW PLAN ENLARGEMENT AREA #1 PLAN ENLARGEMENT AREA #2 PLAN ENLARGEMENT AREA #3 PLAN ENLARGEMENT AREA #4 PLAN ENLARGEMENT AREA #5 PLAN ENLARGEMENT AREA #6 PLAN ENLARGEMENT AREA #7 PLAN ENLARGEMENT AREA #8 VOLUME 1 VOLUME 2 VOLUME 3 VOLUME 4A VOLUME 48 VOLUME INDEX SPECIFICATIONS CONSTRUCTION DRAWINGS STANDARD DETAILS STORMWATER POLLUTION CONTROL DRAWINGS STORMWATER POLLUTION CONTROL STANDARD DETAILS r m z O w or 9 8 U 9191 S JAMAICA ST ENGLEW©OD CO 80112 z a C 0 E 01 J 4 2 0 RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING, C)-i- DATE JULY 2016 PROJ 653819 DWG G-002 SHEET 2 of 103 @CHZM HILL 2016. ALL RIGHTS RESERVED. g_ ino o, z II ; o 6 L) I- z W 2 U O CD 4 I- I) z 0 U $PWURL $PWPATH FILENAME: SSR-FO-G-002,dgn PLOT DATE: 2016\07%29 PLOT TIME: 5:56:38 AM 1 I 2 I I a I s I s _ ©CH2M HILL 2016. ALL RIGHTS RESERVED. HIGHWAY 119 ; ..... ` : r as as' �1+ I BY IAPVD D ELSNER a /, `� tumuli _ r- 1cyg &Ru SANDSTONE• REVISION 4JM. SERVICE. IS THE I N AUT Ottt:NOMOF - --,r II RANCH PARK 5 PARCEL BOUNDARY, LIMITS OF L�_ I _ 17F DISTURBANCE _ %I f .-___ f� — 7 - 0 z / — � !WHVNC I 4 gi . a< cU VA Mill �- SAINT VRAIN CREEK I l �? t� 10. ECHTSEN .....- rt ilti r -\,. • . 4 k.‘ Fa - j i— WY 111 IV. I I -- f Caro kb . �s�`,1t0 , �. �'Nil ! t d -- — - _ r y Sits 1 .. z .y�. ct : II 1 L.r 1' L 7 ik _' BOULDER ' Qo • e•----+-- '1 cC nrt4 DESSGb SED. IN WHOLE I ye f CREEK Sr 0 Nu CC I- a IIIhSl_- — E n I 5 III i = q, / N o -r, I- 0 co O O l.I trdllakSll. imith. r1.1 __, } • 4. tMAICA ST DO CO 8011: ICU MENT. AND ILL AND IS NOT HI ItThis..„alifiri ,tion"TRAIL REPAIRS SEE DWG C-101 a'UI!_tLnt7�i 7 =i t • +' , N �' r. �I? If �L,�et• J C 3 .F ° S y A II1 e. III • 4llI C I N — r. - a a ' U • a _ N. n4 t ., no 0 500 1000 1500 0 ll se mg al• im L. o "` { 'e..._ ili�' —• ,..e...__— s - Scale In Feet x - NOTE: PLAN A AND M HAVE NO IMPROVEMENTS.Li PLAN A AND M ARE INCLUDED FOR LOCATION REFERENCE ONLY. w rt O cc SURVEY CONTROL TABLE NOTE: 1. NOT ALL CONTROL POINTS WITHIN PROJECT LIMITS. SOME MAY LIE V z <L Q z a. OUTSIDE PROJECT LIMITS, THE NEAREST in SILPENT SAINT VRAIN PROJECT- SANDSTO GENERAL GRADING PLAN KEY M1 SURVEY CONTROL F CTION DOCUMENTS PROJECT CONTROL CONTROL POINT IS MARTIN ST AND POINTNUM&R NORTHING EA5TING 61EVATION PONTNu!.SER NORTHING FASTING ELEVATION HIGHWAY 119. sit - 100 1304785.693 3101125.349 5022221 122 1300486.044 3106311.341 4960.082 101 1304476.282 3201069.359 4999321 123 1300451.459 3103492.398 4960.724 2. SEE GRADING PLAN SHEETS FOR PARCEL OWNERS. 202 1304337.648 3101674.673 4999.86 124 1300544.348 3110$70.175 4'944.107 103 1304360.729 3501371852 5002401 125 1303938.58 3104160.129 4979.432 3. SOURCE OF TOPOGRAPHY SHOWN ON THE 104 1300273.705 3108830998 4961.96 126 1303917.798 3103950.682 4981.851 CIVIL PLANS ARE BASE MAPS PROVIDED BY "la 105 1340397.02 3109914$66 4350,991 127 1303392912 3103637.699 4968.063 SURVEYING AND MAPPING LLC. ADDITIONAL 106 1340333451 3309058-137 4952-397 318 1303750.397 3104115.5:48 4991155 MAPPING HAS BEEN ADDED FROM AS -BUILT DATA. FROM 107 1341966895 3141787a32 4952.146 129 3199994,552 9134570178 4923,626 DESIGN DATA. AND SUPPLEMENTAL SURVEY CITY OF LONGMONT, ATKINS, ANDERSON DWG NAME 108 1301527.312 310773166 4966.794 131 129995439 3112394.165 4940.536 CONSULTING ENGINEERS, INC, AGGREGATE 109 1301167.481 3103463.582 4962.234 132 1299936.845 3112619.856 4%5257 INDUSTRIES AND ANADARKO. EXISTING 110 1300986.077 3108311.365 4959.967 133 1300016.212 3113761.373 4961.206 CONDITIONS MAY VARY FROM THOSE SHOWN ON GRADING PLAN 111 130063145 3110953.273 4941406 134 1299676.964 3113760.I69 4942.989 THESE PLANS. THE CONTRACTOR SHALL VERIFY D (f'_ X VIEW DWG 112 1300601.777 31101535.658 4942.871 135 1299748.458 3112506.44 494.676 EXISTING CONDITIONS AND ADJUST WORK PLAN ACCORDINGLY PRIOR TO BEGINNING CONSTRUCTION. 113 3300739.244 311067279 4944.827 136 1299436.365 3112467.605 4937963 w 114 1299444.735 3119475.967 4916.205 137 1299813.547 3113872.64 43.11.391 4. HORIZONTAL DATUM: COLORADO STATE PLANE et 115 1299658.743 3119555.089 4918.591$ 140 1300137.557 3112071.662 4942.083 (NAM) NORTH ZONE SCALED TO GROUND AT 0, 0, 0 116 1299761.569 3114788.554 4932.712 141 1300159.647 3111859.03 x+1.903 SCALE FACTOR 1.000276867 117 1299740.689 3u4533.168 4931225 142 1340371624 3111999.272 4941.527 VERIFY SCALE 118 129999052/ 3116809.151 4926.345 143 1302163.042 3106804.764 4964.232 5. VERTICAL DATUM: NAVD88. 6AR is ONE INCH ON - - 119 133x551.945 3101144.351 4595.606 144 1302182:674 3106617.631 4964.276 ORIGINAL DRAWING. 6. IMPROVEMENTS ON SOUTH SIDE OF SAINT VRAIN 0 r 120 1302109.102 3106666.021 4475141 - - (i 1304580642 3101051621 4990.925 145 CREEK AS DELINEATED BELOW TO BE BUILT BY OTHERS. DATE JULY 2016 F- 121 1301167,066 3108063.561 4967.297 LOWER LEFT CORNER PLAN VIEW uuUuu u•uuuruiU u PROJ 653819 tD DWG G-003 0 SHEET 3 at 103 C? 2016\07129 PLOT TIME: 5:58:19 AM $PWURL SPWPATH FILENAME: SSR-FO-G-003.dgn PLOT DATE: '1 2 3 I 4 5 6 ABBREVIATIONS A AB ABDN AC AC AC ACFL ACI ACMU ACP ACST ACT AD ADDL ADJ AFD AFF AFG AG AGGR AHR AISC AJ AL ALTN/ALT AM AMRD ANDZ APPROX APVD ARCH AR AS ATS AUTO AUX AVG B BAL BETVV BF BFV BL BFP BLDG BLK BM 6O B.O.B. BLL BOO BOP BOT BPS BRG BRK BRKR BRS BSP BUL BV BVC AMMETER, AMPERES, AWNINGS ANCHOR BOLT, ABOVE ABANDON ACOUSTICAL, ACOUSTICAL CEILING ALTERNATING CURRENT ASPHALTIC CONCRETE ACCESS FLOORING AMERICAN CONCRETE INSTITUTE ACOUSTICAL CONCRETE MASONRY UNIT, ACOUSTICAL CMU ACOUSTICAL PANELS ACOUSTICAL ACOUSTICAL TILE AREA DRAIN ADDITIONAL ADJACENT ADJUSTABLE FREQUENCY DRIVE ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ACOUSTICAL, ACOUSTICAL GLASS AGGREGATE ANCHOR AMERICAN INSTITUTE OF STEEL CONSTRUCTION ADJUSTABLE ALUMINUM ALTERNATE AUTO -MANUAL ACOUSTICAL METAL ROOF DECKING ANODIZE APPROXIMATE APPROVED ARCHITECTURAL ANALOG RELAY AS SELECTED AUTOMATIC TRANSFER SWITCH AUTOMATIC AUXILIARY AVERAGE AT BELL BALANCE BETWEEN BLIND FLANGE, BOTTOM FACE BUTTERFLY VALVE BASELINE BACKFLOW PREVENTER BUILDING BLOCK BEAM, BENCHMARK BOTTOM OF BOTTOM OF BEAM BOTTOM LOWER LAYER BOTTOM OF DUCT BOTTOM OF PIPE BOTTOM BEGIN POOL SECTION BEARING BRICK BREAKER BEGIN RIFFLE SECTION BLACK STEEL PIPE BOTTOM UPPER LAYER BALL VALVE, BLOCK VENT BEGINNING OF VERTICAL CURVE C CONDUIT, CASEMENT °C DEGREE CELSIUS C TO C CENTER TO CENTER CAB CB CC CC CCP CCS CDF CE CFM CFS CHEM CHKD CI CIP CIP CISP CJ CKT CL CLDI CABINET CATCH BASIN, CIRCUIT BREAKER CENTER OF CIRCLE CONTROL CABLE CENTRAL CONTROL PANEL CENTRAL CONTROL SYSTEM CONTROLLED DENSITY FILL CONSTRUCTION ENTRANCE CUBIC FEET PER MINUTE CUBIC FEET PER SECOND CHEMICAL CHECKERED CAST IRON CAST IRON PIPE, CAST IN PLACE CULVERT INLET PROTECTION CAST IRON SOIL PIPE CONSTRUCTION JOINT CIRCUIT CENTERLINE CEMENT LINED DUCTILE IRON CLSF CLG CLR CLSM CMP CMP CMU CNTR CO COL CONC COND CONDTN CONN CONSTR CONT CONTR COORD COP CP CP-X CPLG CPRSR CPT CPVC CR CRS CRS CT CT CTC CTR CTRD CTSK CU CU FT CU IN CUH CV CWR CY, CU YD Cw5 D d DA DAS DBA DBL DC DEG DET DF DPI DH DI DIA DIAG DIP DIR DISCH DL DN DO DOL DP, DPNL DR DS DWG DWL EA EB, EBCT ECG EE EDF EF EFF EFL EIFS EL ELB ELC ELEC ENGR EOP ESC EP CONTROLLED LOW STRENGTH FILL CEILING CLEAR, CLEARANCE CONTROLLED LOW STRENGTH MATERIAL CENTRAL MONITORING PANEL CORRUGATED METAL PIPE CONCRETE MASONRY UNIT COUNTER CLEANOUT, CARBON MONOXIDE COLUMN, COLOR CONCRETE CONDENSATE CONDITIONED CONNECTION CONSTRUCTION CONTINUED, CONTINUOUS, CONTINUATION CONTRACTOR COORDINATE COPPER CENTER PIVOT CONTROL PANEL NO. X COUPLING COMPRESSOR CONTROL POWER TRANFORMER, CARPET CHLORINATED PVC CONTROL RELAY COLD ROLLED STEEL CONSTRUCTION ROAD STABILIZATION CERAMIC TILE CURRENT TRANSFORMER COMPUTER TERMINAL CABINET CENTER CENTERED COUNTERSUNK CUBIC CUBIC FOOT CUBIC INCH COPPER TUBING, HARD DRAWN CHECK VALVE CABINET DOOR MOUNTED WASTE RECEPTACLE CUBIC YARD CLEAN WATER SERVICES DEEP, DRAIN PENNY NAIL SIZE DUAL ACTION DATA ACQUISTION SYSTEM DEFORMED BAR ANCHOR DOUBLE DIRECT CURRENT DEGREE DETAIL DOUGLAS FIR, DRINKING FOUNTAIN DROP INLET DOUBLE HUNG DUCTILE IRON DIAMETER DIAGONAL DUCTILE IRON PIPE DIRECTION DISCHARGE DEAD LOAD DOWN DISSOLVED OXYGEN DIRECT -ON-LINE DISTRIBUTION PANEL DOOR DOWNSPOUT DRAWING DOWEL DELTA EAST, EMPTY EACH, EXHAUST AIR EMPTY BED CONTACT TIME ECCENTRIC EMERGENCY EYEWASH EGG -SHAPED DIGESTER FACILITY EACH FACE, EXHAUST FAN EFFICIENCY, EFFICIENT EFFLUENT EXTERIOR INSULATION AND FINISH SYSTEM ELEVATION ELBOW ELECTRICAL LOAD CENTER ELECTRIC, ELECTRICAL ENGINEER EDGE OF PAVEMENT EROSION AND SEDIMENT CONTROL EXPLOSION PROOF. EDGE OF PAVING EQL EQL SP EQPT ESC ETM EVC EW EWC EXH EXP EXP AB EXP JT EXST, EXIST EXT or FB F, FU F, FX FAP FC FGA FCL2 FCC) FCTY FD FDN FDR FEXT FF FG FH FHY FIG FL FLG FL FLEX FLH FLTR FLUOR FNSH FOB FOT FP FPM FR FRP FSHS FT FTG FU FVNR FVR FWD G, GND GA GAL GALV GB GC GCMU GFA GFI GFR GH GL GPO GPH GPM GPS GRTG GSB GSP GV GVL GWB GYP H H2S HAS. HC HCL HDNR HDNS HDR HDW HGL HK EQUAL EQUALLY SPACED EQUIPMENT EROSION AND SEDIMENT CONTROL ELAPSED TIME METER END OF VERTICAL CURVE EACH WAY ELECTRIC WATER COOLER EXHAUST EXPANSION, EXPOSED EXPANSION ANCHOR BOLT EXPANSION JOINT EXISTING EXTERIOR DEGREE FAHRENHEIT FLAT BAR FUSE FIXED FIRE ALARM PANEL FLEXIBLE CONDUIT FLANGED COUPLING ADAPTER FREE CHLORINE RESIDUAL FLOOR CLEANOUT FACTORY FLOOR DRAIN FOUNDATION FEEDER FIRE EXTINGUISHER FINISHED FLOOR FINISH GRADE, FLOAT GLASS FLAT HEAD FIRE HYDRANT FIGURE FLOW LINE FLANGE FLOOR FLEXIBLE FLAT HEAD FILTER FLUORESCENT FINISH FLAT ON BOTTOM FLAT ON TOP FIELD PANEL FEET PER MINUTE FORWARD REVERSE FIBERGLASS REINFORCED PLASTIC FOLDING SHOWER SEAT FOOT OR FEET FOOTING FIXTURE UNIT FULL VOLTAGE NON -REVERSING FULL VOLTAGE REVERSING FORWARD GROUND GAUGE GALLON GALVANIZED GYPSUM BOARD GROOVED COUPLING GLAZED CONCRETE MASONRY UNITS GROOVED FLANGE ADAPTER GROUND FAULT INTERRUPTER GROUND FAULT RELAY GREENHOUSE GLASS GALLONS PER DAY GALLONS PER HOUR GALLONS PER MINUTE GLOBAL POSITION SYSTEM GRATING GYPSUM SOFFIT BOARD GALVANIZED STEEL PIPE GATE VALVE GRAVEL GYPSUM WALLBOARD GYPSUM HIGH, HORN OR HOWLER HYDROGEN SULFIDE HEADED ANCHOR STUD HOLLOW CORE WOOD HYDROCHLORIC ACID HARDENER HARDNESS HEADER HARDWARE HYDRAULIC GRADE LINE HOOK HGT HH HID HK HM HOA HOR HORIZ HP HPT HPU HR HV HVAC HWL IC ID IE I.F. IG IN INCAND INFL INJS INST INSTM INSUL INVT IP FRRIG FIG ITX IU W JA JB JAN JCT JT K KIP KIT K -PL kPa KSK KV KVA KVAR KW LA LAB LAM LAT LB LC LD LDG LEL LF LG LH LL LHR LLH LLV LNTL LONG LOS LP LPT LR LR LR LS LT LTG, LTS LTX LWL MA MA5 MAIL MAX MB MC MC MCC MCJ HEIGHT HANDHOLE HIGH INTENSITY DISCHARGE HOOK HOLLOW METAL HAND -OFF -AUTO HAND -OFF -REMOTE HORIZONTAL HORSEPOWER HIGH POINT HYDRAULIC POWER UNIT HOSE RACK, HANDRAIL HOSE VALVE HEATING, VENTILATING AND AIR CONDITIONING HIGH WATER LEVEL INTERRUPTING CAPACITY INDUCED DRAFT, INSIDE DIAMETER INVERT ELEVATION INSIDE FACE INSULATING, INSULATING GLASS INCH INCANDESCENT INFLUENT INJECTIONS INSTANTANEOUS INSTRUMENT, INSTRUMENTATION INSULATION INVERT INLET PROTECTION, INSTRUMENTATION PANEL IRRIGATION INSULATED TEMPERED GLASS ISOLATION TRANSFORMER INTAKE UNIT IRRIGATION WELL JALOUSIE JAL -AWNING JUNCTION BOX JANITOR JUNCTION JOINT KEY GROUP, KEY INTERLOCK THOUSAND POUNDS KITCHEN KICKPLATE KILOPASCAL KITCHEN SINK KILOVOLTS KILOVOLT AMPERES KILOVOLT AMPERES REACTIVE KILOWATT ANGLE, LENGTH LIGHTNING ARRESTER LABORATORY LAMINATE LATITUDE POUND LIGHTING CONTACTOR COMBINATION LOUVER/DAMPER LOADING DOCK LOWER EXPLOSIVE LIMIT LINEAR FEET LONG LEFT HAND LIVE LOAD LEFT HAND REVERSE LONG LEG HORIZONTAL LONG LEG VERTICAL LINTEL LONGITUDINAL LOCK -OUT STOP PUSHBUTTON LIGHT POLE, LIGHTING PANEL, LOCAL PANEL LOW POINT LATCHING RELAY LOCAL -REMOTE LONG RADIUS LABORATORY SINK LEFT LIGHTS OR LIGHTING LIGHTING TRANSFORMER LOW WATER LEVEL MANUAL -AUTO MASONRY MATERIAL MAXIMUM MACHINE BOLT MASONRY CLEARANCE MODULATE -CLOSE MOTOR CONTROL CENTER MASONRY CONTROL JOINT MDO MECH MFD MFR MGD MH MIN MISC MJ MLO MMDW MMP MMWW MO MP MPa MPU MS MSC MSR MT MTD MTG MTS MTS MU MV MWS NA NA NAD NAVE! NC NEUT NG NGVD NIC N.O. NO., NOM NP NPT NS NTS O2 OTOO OA OC OC OCA OCR OD O.F. OFCI OFOI OL OO OOA OOR OP OPER OPNG OPP OSA OSC OSD OWSJ OZ PAVT P PAVT PB PC PC PCCP PCV PE PED MEDIUM DENSITY OVERLAY MECHANICAL MANUFACTURED MANUFACTURER MILLION GALLONS PER DAY MANHOLE, MOUNTING HEIGHT MINIMUM MISCELLANEOUS MECHANICAL JOINT MAIN LUGS ONLY DRY WEATHER MAXIMUM MONTH MECHANICAL MOUNTING PANEL WET WEATHER MAXIMUM MONTH MANUAL OPERABLE, MASONRY OPENING METAL PANEL MEGAPASCAL MULTIPURPOSE UNIT MANUFACTURER'S STANDARD MANUFACTURER SUPPLIED CABLE GROUPED MOTOR CONTROL MOUNT MOUNTED MOUNTING MANUAL TRANSFER SWITCH MILL TYPE STEEL PIPE MULCHING MERCURY VAPOR MAXIMUM WATER SURFACE NORTH, NEUTRAL NOT APPLICABLE NON -AUTOMATIC NORTH AMERICAN DATUM NORTH AMERICAN VERTICAL DATUM NORMALLY CLOSED NEUTRAL NATURAL GAS NATIONAL GEODETIC VERTICAL DATUM NOT IN CONTRACT NORMALLY OPEN NUMBER NOMINAL NON -PROTECTED NATIONAL PIPE THREADS NON -SHRINK NOT TO SCALE OXYGEN OUT TO OUT OVERALL, ODOROUS AIR ON CENTER OPEN -CLOSE (O) OPEN -CLOSE -AUTO OPEN -CLOSE -REMOTE OUTSIDE DIAMETER, OVERFLOW DRAIN OUTSIDE FACE OWNER FURNISHED, CONTRACTOR INSTALLED OWNER FURNISHED, OWNER INSTALLED OVERLOAD RELAY ON -OFF ON -OFF -AUTO ON -OFF -REMOTE OPAQUE PANEL, OUTLET PROTECTION OPERATOR OPENING OPPOSITE OUTSIDE AIR OPEN -STOP -CLOSE OPEN SITE DRAIN OPEN WEB STEEL JOIST OUNCE PROJECTED PILASTER, PIPE PAVER TILE PUSHBUTTON SWITCH POINT OF CURVE, PHOTOCELL PRECAST CONCRETE PANEL PRECAST CONCRETE CYLINDER PIPE PRESSURE CONTROL VALVE PLAIN END PEDESTAL, PEDESTRIAN PEP PEN, PFC PH pH PH Pi PIT PJF PL PL PLAM PLAS PLC PLYWD PNL PP P -P PPL PR PRC PRCST PREFAB PRES PRI PRM PROJ PROP PS PS PSF PSI PSIG PT PT PT PTD PTN PV PVC PVI PVMT PVT QAA QMM QPI QPP QT R R OR RAD RA RC RCBC RCP RCPT RD RDCR RDW RECIR REF REFR REINF READ RESIL RFS RH RH RHR RL RLD RLS RM RO ROL RPM RR FdfTFS• 1. POLYETHYLENE PIPE PENETRATION POUNDS PER CUBIC FOOT PENTHOUSE HYDROGEN ION CONCENTRATION PHASE POINT OF INTERSECTION PILOT TUBE TEST STATION PREMOULDED JOINT FILLER PLATE (STEEL) PROPERTY LINE PLASTIC LAMINATE PLASTER, PLASTIC PROGRAMMABLE LOGIC CONTROLLER PLYWOOD PANEL POWER POLE PUSH-PULL POLYPROPYLENE LINED PAIR POINT OF REVERSE CURVE PRECAST PREFABRICATION PRESSURE PRIMARY PERMANENT REFERENCED MARKER PROJECTION PROPERTY PLASTIC SHEET, POLYCARBONATE SHEET PAINT SYSTEM POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH, GAUGE POINT OF TANGENCY POTENTIAL TRANSFORMER PRESSURE TREATED PAPER TOWEL DISPENSER PARTITION PLUG VALVE POLYVINYL CHLORIDE POINT OF VERTICAL INTERSECTION PAVEMENT POINT OF VERTICAL TANGENCY AVERAGE FLOW MAXIMUM 36 DAY FLOW PEAK INSTANTANEOUS FLOW PEAK PUMPING FLOW QUARRY TILE RISER RADIUS RETURN AIR REINFORCED CONCRETE REINFORCED CONCRETE BOX CULVERT REINFORCED CONCRETE PIPE RECEPTACLE ROAD, ROOF DRAIN REDUCER REDWOOD RECIRCULATION REFER OR REFERENCE REFRIGERATE, REFRIGERANT REINFORCED, REINFORCING, REINFORCE REQUIRED RESILIENT ROLL -UP FIRE SHUTTER RIGHT HAND RODHOLE RIGHT HAND REVERSE RAIN LEADER RAIN LOAD RUBBER LINED STEEL ROOM ROUGH OPENING RAISE -OFF -LOWER REVOLUTIONS PER MINUTE RIPRAP SEE G-005 FOR CONTINUED ABBREVIATIONS 2. CONTACT ENGINEER FOR ABBREVIATIONS USED BUT NOT SHOWN ON THIS DRAWING. GENERAL NOTE: 1. THIS IS A STANDARD LEGEND SHEET. THEREFORE, NOT ALL OF THE INFORMATION SHOWN MAY BE USED ON THIS PROJECT. z O U) w w w z to 2 W e C a a u 9191 S JAMAICA ST ENGLEWOOD CO 80112 z 4) C a tviE L :bp cJ z re O s Q w a• z d Lr w o U) z z _o w LU z 0 I ct 03 Q I z U) w J w a: VERIFY SCALE UJR 15 0n@ PICA ON ORUGLYAL ()FUMING 0 1- DATE JULY 2016 PROJ eCH2M HILL 2016. ALL RIGHTS RESEP.VED. tip gi �W z1 ott ft w 'MO C o Eu cn z 0 0 z 0 D r 0 653819 DWG G-004 SHEET 4 of 103 SPWURL $PWPATH FILENAME: SSR-FD-G-004.dgn PLOT DATE: 2018\07129 PLOT TIME: 6:04:05 AM 1 2 i ABBREVIATIONS RRUB RS RST RT RTN RTO RUB RUBC RUBS RAN S S SA SATC SB SC SCADA SCC SCFM SCHED SCU SDP SDWK SEC SECT SED SEW SG SGWB SH SHA SHS SIM SK SL SLR SMLS SOI SOLN SP SPEC, SPECS SPD SPG SPLY SQ SQ FT SQ IN SR SS SST SSC ST ST STA STD STIF STIRR STL STRL STRUCT SUBFL SUSP SV SVIN SWBD SWGR SYMM T T&B T&G TA TAN TB TBG TC TC TCAD TCAE TDH TDR TECH TEL TEMP TF TFG RADIAL RUBBER RIGID STEEL REINFORCING STEEL RIGHT RETURN REGENERATIVE THERMAL OXIDIZER RUBBER RUBBER CUSHIONED FLOORING RUBBER ESD CONTROL FLOORING RIGHT OF WAY I -BEAM SLOPE, SOUTH, SWITCH SUPPLY AIR SUSPENDED ACCUSTICAL TILE CEILING SEDIMENT BASIN SHOWER CURTAIN, SOLID CORE WOOD SUPERVISORY CONTROL AND DATA ACQUISITION SOLID CORE STANDARD CUBIC FEED PER MINUTE SCHEDULE SPEED CONTROL UNIT SUB -DISTRIBUTION PANEL SIDEWALK SECONDARY SECTION SEDIMENTATION SEWAGE LAMINATED SAFETY GLASS, SAFETY SUSPENDED GYPSUM WALL BOARD SHEET SURFACE HARDENING AGENT SOLIDS HANDLING SYSTEM SIMILAR SINK SNOW LOAD SEALER SEAMLESS EPDXY SPRAY- ON INSULATION SOLUTION SPACE OR SPACES, SPANDREL PANEL, STORMPROOF SPECIFICATIONS SUMP PUMP DISCHARGE SPACING SUPPLY SQUARE SQUARE FOOT, FEET SQUARE INCH SHORT RADIUS START -STOP STAINLESS STEEL SUPERVISORY SET POINT CONTROL STORM DRAIN STRAIGHT STATUS, STATION STANDARD STIFFENER STIRRUP STEEL STRUCTUAL STRUCTURE SUBFLOOR SUSPENDED SOLENOID VALVE SHEET VINYL SWITCHBOARD SWITCHGEAR SYMMETRICAL THERMOSTAT, TREAD TOP AND BOTTOM TONGUE AND GROOVE TRANSFER AIR TANGENT TERMINAL BOARD TUBING TIME TO CLOSE TURBIDITY CURTAIN TIME CLOSE AFTER DE-ENERGIZATION TIME CLOSE AFTER ENERGIZATION TOTAL DYNAMIC HEAD TIME DELAY RELAY TECHNICAL TELEPHONE TEMPORARY, TEMPERATURE TOP FACE TEMPERED FLOAT GLASS TG TH THD THK THRU TJB TL T.O. TOAE TOC TOC TOD TOF TOG T.O.P. TOS TOW TP TR TRANS TRANSV TRD TS TSHT TSS TST TTC TTD TU-X TURD TWP TX TYP UON UNO UPS USB UVR V V VB VC VCP VCT VEL VERT VHC VIB VIF VIN VINT, VT VP VPS VPC VPI VPT VS VTR VWC W W! WC WEASTRIP WG WH WHD WP WR WRB WS WWF WWPH TEMPERED TOP -HINGED THREAD THICKNESS THROUGH TERMINAL JUNCTION BOX TEFLON LINED PIPE TIME TO OPEN, TOP OF TIME OPEN AFTER ENERGIZATION TOP OF CONCRETE TOP OF CURB TIME ON DELAY, TOP OF DUCT TOTAL OXYGEN DEMAND TOP OF FOOTING TOP OF GROUT, TOP OF GRATE TOP OF PARAPET TOP OF SLAB TOP OF WALL TURNING POINT TRANSOM, TRUSS TRANSFORMER, TRANSITION TRANSVERSE TREAD TEMPORARY SEEDING, TUBE STEEL THRESHOLD TOTAL SUSPENSION SOLIDS TOP OF STEEL TELEPHONE TERMINAL CABINET TOILET TISSUE DISPENSER TREATMENT UNIT NO. X TURBIDITY TRANSLUCENT WALL PANEL TRANSFORMER TYPICAL UNLESS OTHERWISE NOTED UNLESS NOTED OTHERWISE UNINTERRUPTIBLE POWER SUPPLY UNIT SUBSTATION UNDER VOLTAGE RELAY VENT, VALVE VOLTMETER, VOLTS VAPOR BARRIER (RETARDER) VERTICAL CURVE VITRIFIED CLAY PIPE VINYL COMPOSITION TILE VELOCITY VERTICAL VOLATILE HYDROCARBONS VIBRATION VERIFY IN FIELD VINYL VINYL TILE VERTICAL PIVOTED VENEER PLASTER SYSTEM POINT OF VERTICAL CURVATURE POINT OF VERTICAL INTERSECTION POINT OF VERTICAL TANGENT VERTICAL SLIDE VENT THRU ROOF VINYL WALL COVERING WEST WITH WATER COLUMN WEATHERSTRIP WIRE, WIRE GLASS WATTHOUR METER WATTHOUR DEMAND METER WATERPROOF, WEATHERPROOF, WORKPOINT WASTE RECEPTACLE WATER RESISTANT GWB WATER SURFACE, WATERSTOP, WELDED STEEL WELDED WIRE FABRIC WET WEATHER PEAK HOUR NJ)TFS. 1. CONTACT ENGINEER FOR ABBREVIATIONS USED BUT NOT SHOWN ON THIS DRAWING. SECTION / DETAIL DESIGNATIONS SECTION (LETTER) OR DETAIL (NUMERAL) DESIGNATION DRAWING NUMBER (REPLACED WITH A LINE IF TAKEN AND SHOWN ON SAME SHEET) DT -01 ON DRAWING WHERE SECTION OR DETAIL IS TAKEN: DRAWING NUMBER WHERE SHOWN SECTION SCALE DT -Q 1 DETAIL \`J DT -01 -- - SCALE ON DRAWING WHERE SECTION IS SHOWN: DRAWING NUMBER(S) WHERE TAKEN ON DRAWING WHERE DETAIL IS SHOWN: -H DRAWING NUMBER(S) WHERE TAKEN DRAWING TITLE SCALE DT -01 DT -01 O A ON DRAWING WHERE ONLY A TITLE IS REQUIRED WITH NO REFERENCE (eg: ELEVATIONS) SECTION CALLOUT WHERE SECTION IS ON THE SAME SHEET AND CUT EXTENDS TO A FIXED LIMIT SECTION CALLOUT WHERE SECTION IS ON ANOTHER SHEET AND CUT EXTENDS THROUGHOUT ENTIRE SHEET PHASING PLAN AREA NUMBER KEYNOTE NUMBER REVISION /ADDENDA NUMBER NORTH ARROW; CAN BE MODIFIED TO INCLUDE MAGNETIC NORTH ALONG WITH PROJECT NORTH DESIGN DETAIL DESIGNATION DESIGN DETAIL DESIGNATION 6234-5S7t (NUMERAL) SHOWN ON DESIGN DETAIL DRAWING(S) NOTES: 1. ALL DESIGN DETAILS ARE TYPICAL AND MUST BE USED IF DESIGN DETAIL DESIGNATION IS NOT SHOWN 2. THE TERM STANDARD DETAIL, OR A FORM OF IT, IS SYNOMONOUS WITH DESIGN DETAIL. THE DESIGN DETAILS REPRESENT THE CHARACTER AND NATURE OF THE WORK REQUIRED THROUGHOUT THE PROJECT. ALL ASSOCIATED WORK SHALL BE IN ACCORDANCE WITH THE DESIGN DETAILS SHOWN WHETHER THE DETAILS ARE SPECIFICALLY REFERENCED OR NOT. GENERAL NOTE: 1. THIS IS A STANDARD LEGEND SHEET. THEREFORE, NOT ALL OF THE INFORMATION SHOWN MAY BE USED ON THIS PROJECT. g 6 K N z Tr CO S > cc w z r1 J W O z I 5 z J O ti C 9191 S JAMAICA ST ENGLEWOOD CO 80112 C a E en c Ai) Gal RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH ii J d0 co CJ zo wr- zdi UWp CO Z d <U) VERIFY SCALE BAR IS ONE INCH ON OR1GN+IAI. DRAWING. DATE JULY 2016 PROJ 653819 DWG G-005 SHEET 5 of 103 CO Z D {) O D z O 0 H U) z O 0 $PWURL $PWPATH FILENAME: SBR-FD-G-005.dgn PLOT DATE: 20161D7129 PLOT TIME: 6:04:54 AM GENERAL SITE NOTES: 1, EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES ARE DASHED, SHOWN SCREENED AND/OR LIGHT -LINED. NEW FINISH GRADE, STRUCTURES, AND SITE FEATURES ARE SHOWN SOLID AND/OR HEAVY -LINED. 2. MAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY MONUMENTS, CONTROL POINTS, AND STAKES WHICH ARE DISTURBED OR DESTROYED. PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS THE ORIGINAL MONUMENT(S) IN A TIMELY MANNER, AND AT THE CONTRACTOR'S EXPENSE. 3. FOR LOCATION OF CONTROL POINT ON STRUCTURES, SEE STRUCTURAL DRAWINGS. 4. STAGING AREA SHALL BE FOR CONTRACTOR'S EMPLOYEE PARKING, CONTRACTOR'S TRAILERS AND ON -SITE STORAGE OF MATERIALS. 5. PROVIDE TEMPORARY FENCING AS NECESSARY TO MAINTAIN SECURITY AT ALL TIMES. FENCING SHALL BE INCLUDED IN MOBILIZATION COSTS. 6. ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE SHOWN. 7. SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN. 8. UNLESS SHOWN ON THE LANDSCAPING OR MITIGATION PLANS, ALL DISTURBED AREAS NOT RECEIVING A HARD SURFACE SHALL BE SEEDED AND MULCHED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION CONTROL DEVICES DURING CONSTRUCTION. EROSION CONTROL DEVICES SHOWN ARE THE MINIMUM REQUIRED. 10. CONTRACTOR SHALL TAKE ALL OTHER MEASURES TO POSITIVELY PRECLUDE EROSION MATERIALS FROM LEAVING THE SITE. CONTRACTOR TO SUBMIT EROSION CONTROL PLAN FOR APPROVAL PRIOR TO MOBILIZATION. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCEPTANCE AND CONTROL OF DRAINAGE WATER INTO, OUT OF, AND ADJACENT TO THE PROJECT SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING METHODS BY WHICH CHANNEL FLOW, SURFACE RUNOFF, AND SUBSURFACE SEEPAGE WILL BE TEMPORARILY DIVERTED, DETAINED, OR OTHERWISE CONTROLLED. WATER CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS, AS WELL AS APPLICABLE PERMIT CONDITIONS. TEMPORARY WATER CONTROL SYSTEMS SHALL NOT CAUSE INCREASED FLOODING OR AFFECT NORMAL FLOW CHARACTERISTICS DURING CONSTRUCTION. ANY DAMAGE TO THE WORK RESULTING FROM BASE FLOWS OR FLOOD FLOWS SHALL BE CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S SOLE COST. 12. THE APPROXIMATE BASE FLOWS IS 100 CFS. THE APPROXIMATE 2 -YEAR DISCHARGE IS 850 CFS. THE APPROXIMATE 100 -YEAR DISCHARGE IS 17,400 CFS. 13. SEE STORMWATER POLLUTION CONTROL PLANS (VOLUME 3) FOR TEMPORARY EROSION CONTROL MEASURES. 14. CONSTRUCTION DWGS AND DESIGN ARE BASED ON BEST AVAILABLE DATA. DUE TO A HIGHLY VARIABLE CHANNEL, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXST CONDITIONS AS FLOWPATHS MAY CHANGE. GENERAL YARD PIPING AND UTILITIES NOTES: 1, EXISTING UNDERGROUND UTILITIES OBTAINED FROM AS-BUILTS AND FROM FIELD SURVEY. CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION PRIOR TO EXCAVATION. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. 2. EXISTING PIPING AND EQUIPMENT ARE SHOWN SCREENED AND/OR LIGHT -LINED. NEW PIPING AND EQUIPMENT ARE SHOWN HEAVY -LINED. 3. UNLESS OTHERWISE SHOWN ALL STORM PIPE SHALL HAVE A MINIMUM OF 2' COVER. ALL OTHER PIPE SHALL HAVE MINIMUM 4' COVER. 4. ALL PIPES SHALL HAVE A CONSTANT SLOPE BETWEEN INVERT ELEVATIONS UNLESS A FITTING OR MANHOLE IS SHOWN. 5. ALL NEW WATER PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, CHLORINATED AND BACTERIOLOGICALLY TESTED, AS SPECIFIED, 6. FOR TRENCHING AND BACKFILL, SEE 7. STANDARD DETAILS ARE PROVIDES IN "VOLUME 4: STANDARD DETAILS" UNDER SEPARATE COVER. 8. ALL RCP SHALL USE RUBBER GASKET JOINTS AND BE CLASS III. GENERAL NOTE: 1. THIS IS A STANDARD LEGEND SHEET. THEREFORE, NOT ALL OF THE INFORMATION SHOWN MAY BE USED ON THIS PROJECT. EXISTING CIVIL LEGEND OR THIS CONTRACT ® 158.5 3:1 cs OR cs aa• OR a- © OR ■ E ■ H ✓ o BM A 040 N 1000.00 Sr E 1000.00 (0 B-1 125 TP-2 IT P-3 O >OOOOOOO< OR OR O ////1 eiktAtie • - a • �L //iii I CURB AND GUTTER I /flrT x SINGLE SWING GATE x-rx DOUBLE SWING GATE SOIL LIFT LIMITS OF CONSTRUCTION InnTrrir LIMITS OF CONSTRUCTION SPOT ELEVATION CONTOUR LINE EMBANKMENT AND SLOPE DRAINAGEWAY OR DITCH CATCH BASIN OR INLET TRENCH DRAIN SIGN MANHOLE ELECTRICAL MANHOLE ELECTRIC HANDHOLE POST OR GUARD POST GUY ANCHOR BENCH MARK SURVEY CONTROL POINT OR POINT OF INTERSECTION BRUSH/TREE LINE TREE PROPERTY LINE CENTER LINE, BUILDING, ROAD, ETC. STAGING OR WORK AREA LIMITS STRUCTURE, BUILDING OR FACILITY LOCATION POINT - COORDINATES BORING LOCATION AND NUMBER TEST PIT LOCATION AND NUMBER PIEZOMETER LOCATION AND NUMBER SURVEY CONTROL POINT DEMOLITION HAYES XXXXXXXXXXXXX STRUCTURE, BUILDING OR FACILITY ASPHALT CONCRETE PAVEMENT RIPRAP FOR RIFFLE DROP AT PED BRIDGE CONCRETE PAVEMENT CURB PARCEL OWNER PARCEL NUMBER EXISTING EXISTING CIVIL LEGEND x THIS CONTRACT O _ x x rt h A. h T .'C. A AA F- A xxxxxxXXXXXX Tcxx.xX)XXXXXX. ISZWeneigtia matinealifs SLIDING GATE GUARD RAIL CHAIN LINK FENCE ARCHITECTURAL FENCE WIRE FENCE CULVERT WETLANDS WATERS OF THE US/OPEN WATERS TOPSOIL SOIL RIPRAP (PLAN VIEW) SOIL RIPRAP IN SECTIONS YARD PIPING LEGEND THIS CONTRACT ( PE� i PIPING < 30" DIAMETER • 141 4 NOMINAL PIPE DIAMETER PIPE USE IDENTIFICATION PIPING 4 36" DIAMETER EXISTING PIPE TO BE ABANDONED EXISTING PIPE TO BE REMOVED NON -FREEZE HOSE VALVE (V -X) X = NO. IN SPECIFICATIONS NON -FREEZE HOSE VALVE WITH HOSE RACK (V -X) X = NO. IN SPECIFICATIONS INDICATOR POST VALVE GATE VALVE AND VALVE BOX BUTTERFLY VALVE AND VALVE BOX PLUG VALVE AND VALVE BOX FLEXIBLE COUPLING 90° ELBOW UP 90° ELBOW DOWN BEND < 90° UP BEND < 90° DOWN CONCENTRIC REDUCER CAP OR PLUG CLEANOUT FIRE HYDRANT a 0 n. a z 0 N w U, J re a LEAz U 0 m d 0 9191 S JAMAICA ST •• 0 0 0 z w 0 Z a C 0 E C j z g 0 2 U, as o a Zig ;ia' L}�a m 'L z u.gn gW 81 CO S H a W 2 U 0 0 U 1— Z Q 0 9 6 la or x 0 w z o 0 daie AW ILI w zWJ W F- -� 00≥ z VERIFY SCALE BAR IS ONE INCH ON ORIGN.AL DRAWING.0 1 DATE JULY 2016 PROJ DWG SHEET 65381 G-00 6 of 103 $PWURL SPWPATH FILENAME: SSR-FD-G-006.dgn PLOT DATE: 2016\07129 PLOT TIME: 6.'05:55 AM I I 2 I 3 4 I 5 I 6 CONVEYANCE LEGEND ABBREVIATIONS .. OFPORATED MEREVI. AS AN RiSTRV4IENT OF PRo ESSIOHAL SERVICE. F5 THE PROPERTY OF 0012s2 HILL 2016. ALL RIGHTS RESERVED. 4 PART, FOR A"1Y OT#SER P'f0JEct W,1TH0V' THE WRITTEN AIJTkCQtZAT1G 1 or CH?W. HILL EXISTING PROPOSED ITEM EW EACH WAY n � FM FORCE MAIN FO FIBER OPTIC _ e rf� U�"• .•�, SANITARY SEWER . STORM DRAIN G GAS GM GRAVITY MAIN A WATER MAIN OR SERVICE HOPE HIGH DENSITY POLYETHYLENE IP IRON POST DATE _ REVISION BY APVD OR CHK AMID AMBRECHTSEN M MONAHAN A COOK D ELSNER UNDER GROUND POWER 10+00 STATIONING NCP NONREINFORCED CONCRETE PIPE OHP OVERHEAD POWER PIPELINE WITH -►•t- VALVE PE PERMANENT EASEMENT FIRE HYDRANT RJ RESTRAINED JOINT SD STORM DRAIN SDR STANDARD DIMENSION RATIO ♦1" CARV COMBINATION AIR RELEASE - VALVE WITH SIZE • MH MANHOLE PROPERTY AND/OR - - - - - RIGHT-OF-WAY LINE SN SEWER MANHOLE NUMBER SS SANITARY SEWER TE TEMPORARY EASEMENT N TELEVISION - - - - CENTERLINE (V UGP UNDERGROUND POWER W WATER, WEST °•-__....--• DRAINAGE �r DRAINAGE WAY OR DITCH a 702 CONTROL POINT r-370.- CONTOUR WT WEIGHT GENERAL NOTES x 340 SPOT ELEVATION FINISH GRADE ELEVATION 1. PIPELINE STATIONING AND LENGTHS OF PIPE INDICATED ARE BASED ON HORIZONTAL PROJECTION OF THE PIPE CENTERLINE. B ® BHXX SOIL BORING 2. INDICATED SCALES ARE BASED ON FULL-SIZE DRAWINGS, AND IF -x--*- FENCE LINE DRAWINGS ARE REDUCED, SCALES MUST BE ADJUSTED ACCORDINGLY. 3. GEOTECHNICAL INFORMATION AND BORING LOGS ARE AS INDICATED, PROVIDED UNDER SEPARATE COVER. 4, EXISTING UTILITIES ARE SHOWN ON THESE PLANS FOR CONVENIENCE OF BLIND FLANGE, CAP OR PLUG THE CONTRACTOR. THE EXISTENCE AND LOCATION OF UNDERGROUND -� METER UTILITY PIPE AND/OR STRUCTURES, AS SHOWN. ARE BASED ON INFORMATION M } AGENCY STANDARDS. TAKE PRECAUTIONARY _ 510 i2" CMP A CULVERT WITH SIZE AND TYPE OBTAINED FROM AVAILABLE MEASURES TO PROTECT UTILITY LINES AND STRUCTURES SHOWN AS WELL ON THESE PLANS. C T. MO THE IDEAS ARO DESIGN (SNOT TO BE USED. IN'MCLE - s.AS -SDI'-STORM DRAIN CATCH BASIN -SSFM- SANITARY SEWER FORCE MAIN -2" G - ANY AND ALL OTHERS NOT OF RECORD OR NOT SHOWN EXISTING UTILITY SERVICE LATERALS ARE TYPICALLY NOT SHOWN ON THESE PLANS UNLESS OTHERWISE INDICATED. 5. VERIFY THE ACTUAL LOCATION, ELEVATION AND CONDITION OF POINTS OF CONNECTION TO EXISTING FACILITIES AND PROVIDE NOTICE OF ANY DISCREPANCIES AS INDICATED. SURVEY MARKERS AND MONUMENTATION WHEREVER V. N a 0 0 C GAS PIPELINE — OHP&T—POSSIBLE. OVERHEAD POWER AND TELEPHONE T — 6. PRESERVE ALL RE-ESTABLISH THOSE REQUIRING REMOVAL IN ACCORDANCE WITH THE LOCAL GOVERNING AUTHORITY. 07 a U o O r' � �' C �44J z UNDERGROUND TELEPHONE 7. LIMIT CONSTRUCTION OPERATIONS TO WITHIN THE RIGHT-OF-WAY, EASEMENTS AND ANY OTHER DESIGNATED WORK AREAS AS INDICATED. �+ L7 _t '' - OHT - OVERHEAD ANY DAMAGES AS A °' TELEPHONE N_ THE CONTRACTOR IS SOLELY RESPONSIBLE FOR RESULT OF CONSTRUCTION ACTIVITIES OUTSIDE OF RIGHT-OF-WAYS, AREAS SHOWN ON w 1, C UNDERGROUND TELEVISION CABLE -FO- UNDERGROUND FIBER OPTIC CABLE EASEMENTS AND ANY OTHER DESIGNATED WORK THE DRAWINGS. T D -O- UTILITY POLE/POWER POLE POLE GUY WIRE A-0 LUMINAIRE SANITARY SEWER CLEANOUT II SIGN ORIII TREE (SIZE & SPECIES IF KNOWN) TREE TO BE REMOVED O POTHOLE LOCATION 8. RESTORE ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES AS INDICATED. 9. ALL SPECIFICATIONS, DRAWINGS, AND DETAILS INCLUDED IN THE CONTRACT DOCUMENTS SHALL FULLY APPLY TO THE WORK WHETHER SPECIFICALLY REFERENCED OR NOT. 10. LAY PIPE TO CONTINUOUS UPWARD OR DOWNWARD SLOPE BETWEEN INDICATED ELEVATION POINTS WHILE MAINTAINING MINIMUM CLEARANCELu EXISTING UTILITIES. AWITH • t .3 a cc = a g< o d z c o W cci)ZQ0 la in wwp-- w O a 1 (z 1 W I-- N w J a F' 0 z 0 VERIFY SCALE i- BAR IS ONE INCH ON ORIGR4AL DRAWMNEL o - 1 C.) D CC DATE JULY 2016 [-- NOTE: PROJ 633619 W IN GENERAL, EXISTING STRUCTURES AND UTILITIES ARE NOTED AS "EXISTING." DWG G-007 a NEW MODIFICATIONS ARE SHOWN IN HEAVY (NON -SHADED) LINE WEIGHTS. I SHEET 7 of 103 $PWURL $PWPATH FILENAME; SSR-FD-G-007.dgn PLOT DATE; 2016\07429 PLOT TIME: 6:06:30 AM 1 I 2 3 I 4 5 I 8 DESIGN CRITERIA CONCRETE REINFORCING ,..-- 1. APPLICABLE CODE: 2O12 INTERNATIONAL BUILDING CODE (IBC), AS AMENDED BY THE CITY OF LONGMONT. CO. 2. REFER TO THE DRAWINGS FOR ADDITIONAL AND SPECIFIC STRUCTURE LOADINGS AND REQUIREMENTS. 1. REINFORCING STEEL: TYPICAL; ASTM A615, GRADE 60 2. FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH CRSI MSP-1 "MANUAL OF ' '• ,.say ,:-' • r: +tlT -s s. w w 3. SEISMIC LOADS: MAPPED SPECTRAL RESPONSE ACCELERATIONS SS = O.187g STANDARD PRACTICE"AND ACI 301 `SPECIFICATIONS FOR STRUCTURAL CONCRETE". 3. CONCRETE COVER FOR REINFORCING, UNLESS SHOWN OTHERWISE, SHALL BE: WHEN CAST AGAINST EARTH: 3" C is `1 ' • .... a o S1 = O.O59g DESIGN SPECTRAL RESPONSE ACCELERATIONS INTERIOR, DRY, HUMIDITY CONTROLLED AREAS: WALLS, SLABS AND JOISTS 3/4" CONCRETE EXPOSED TO EARTH, LIQUID, WASHDOWN. OR WEATHER: i A SIDS Is O.29$g 5D1 = O.141g SITE CLASS = D WALLS AND SLABS 2" 4. REFER TO WALL CORNER AND WALL INTERSECTION REINFORCING DETAILS. WALL CORNER REINFORCING SIZES 4 z i 0 RISK CATEGORY e I SEISMIC DESIGN CATEGORY = B IMPORTANCE FACTOR, le = I AND SPACINGS SHALL BE AS SHOWN ON THE DRAWINGS AND REFERENCED TO THIS DETAIL. TYPICAL HORIZONTAL WALL REINFORCING SHALL LAP WITH THE CORNER HORIZONTAL REINFORCING. °t a 4. SOIL DESIGN PARAMETERS: A. NET ALLOWABLE SOIL BEARING PRESSURES: 250O PSF B. EQUIVALENT DRAINED FLUID PRESSURES (ABOVE SW): MOIST SUBMERGER 5. 9O DEGREE BENDS, UNLESS OTHERWISE SHOWN, SHALL BE ACI 318 STANDARD HOOKS, 6. WALL CORNER AND WALL INTERSECTION REINFORCEMENT BARS SHALL BE CONTINUOUS AROUND CORNERS AND r] ACTIVE: 32 PCF 16 PCF AT REST: 52 PCF 25 PCF THROUGH COLUMNS OR PILASTERS. REINFORCEMENT SHALL BE EXTENDED INTO CONNECTING WALLS AND LAPPED ON THE OPPOSITE FACE OF THE CONNECTING WALLS, AS INDICATED IN DETAILS, Zi PASSIVE: 444 PCF 213 PCF C. NATIVE SOIL UNIT WEIGHT 120 PCF D. COEFFICIENT OF FRICTION 0.40 5. FROST DEPTH: 36 IN GENERAL INFORMATION 7. WALL FOOTING CORNER AND INTERSECTION REINFORCEMENT BARS SHALL BE EXTENDED INTO CONNECTING FOOTINGS AND LAPPED ON THE OPPOSITE FACE OF THE CONNECTING FOOTING. OUTSIDE FACE WALL FOOTING REINFORCEMENT SHALL BE LAPPED WITH CORNER BARS. ALL WALL FOOTING REINFORCEMENT SHALL BE CONTINUOUS THROUGH COLUMNS OR PILASTERS FOOTINGS. . REINFORCING STEEL FOR FOOTINGS AND SLABS ON GRADE SHALL BE ADEQUATELY SUPPORTED ON BAR SUPPORTS WITH SPACERS TO KEEP REINFORCING ABOVE THE PREPARED GRADE. LIFTING REINFORCING OFF GRADE DURING CONCRETE PLACEMENT IS NOT PERMITTED. z z o S. *a ° _ U k, 6 .1- "' "ABBREVIATIONS 5 0 IR 1. FOR ABBREVIATIONS NOT LISTED, SEE ASME Y14.38 AND ACRONYMS: PUBLICATION AS DISTRIBUTED BY THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME). 2. DESIGN DETAILS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS OCCURRING THROUGHOUT THROUGHOUT THE PROJECT, WHETHER OR NOT THEY ARE INDIVIDUALLY CALLED OUT. 9. REFER TO OPENING REINFORCING DETAIL. 1O, REINFORCEMENT BENDS AND LAPS, UNLESS OTHERWISE NOTED, SHALL SATISFY THE FOLLOWING MINIMUM REQUIREMENTS: I ttt 07 u� U (0a R. R SLABS, AND DECKS WITH OTHER DISCIPLINE DRAWINGS PRIOR CONCRETE DESIGN STRENGTH = 4,500 PSI MIN AT 28 DAYS) GRADE SO REINFORCING STEEL General Notes ID THE IDEAS AND DESIGNS INCOflATED HESEW, AS AN *JSTRWENT 0 DT TO SE USED, IN WHOLE DR IN PART. FOR MY OTHER PROJECT WITHOUT 3. VERIFY FINAL OPENING DIMENSIONS IN WALLS, TO CONSTRUCTION OF THESE ELEMENTS. BAR SIZE #J #4 #5 a& al #8 #9 816 #11 4. FOR NUMBER, TYPE, SIZE, ARRANGEMENT. AND/OR LOCATION OF EQUIPMENT PADS, SEE OTHER DISCIPLINE LAP SPLICE LENGTHcc DRAWINGS. COORDINATE WITH EQUIPMENT SUPPLIER PRIOR TO PLACING SLABS, WALLS AND FOUNDATIONS. SPACING s 3" TOP BAR 2 1'-4' 1'-V 2"•V 3'-D' 5'-2' 8'-8' 8'-a' 10'-i0' 13'4' O B COORDINATE PIPING OPENINGS WITH OTHER DISCIPLINE DRAWINGS, OTHER BAR V-4' 1'-1' r.s' 2'-4- 4•-(r 5'2 e' -T 6'-4' 10'-3• cc S. DO NOT CUT OR MODIFY STRUCTURAL MEMBERS FOR PIPES, DUCTS. ETC, UNLESS SPECIFICALLY DETAILED OR 1 1%4' 1'-9' 2%0' 1-5" 3'-t0 5'•0' 6'-S' a'-1' 10'-0' IN WRITING BY THE ENGINEER. SPACING e 4" tOp BAR 4 APPROVED OTHER BAR V 4' 4 1' ' r -T 1' -to• 3'-O 3' -ii' 4'-11' a'-3 T$' I w I- en en 6. VISITS TO THE JOB SITE BY THE ENGINEER TO OBSERVE THE CONSTRUCTION DO NOT IN ANY WAY MEAN THAT ENGINEER IS GUARANTOR OF CONSTRUCTOR'S WORK. NOR RESPONSIBLE FOR THE COMPREHENSIVE OR SPACING a 6` TOP BAR 2 v-44 1' 8" 2'-0' 2°fir' 3'-S" 4'-0' 5'.O' 4'-2' T-5' I C o SPECIAL INSPECTIONS, COORDINATION, SUPERVISION, OR SAFETY AT THE JOB SITE. OTHER BAR 1'-4' 1'-4' 1'-T 1'-10' 2'-V` 3'-1' 3'-i0' 4'-9' J'-8' z 7. INFORMATION (DETAILING, DIMENSIONS, CONFIGURATIONS. AND ELEVATIONS, ETC.) OF EXISTING EMBEDMENT LENGTH z CONSTRUCTION SHOWN REFLECTS AVAILABLE EXISTING DESIGN DOCUMENTS, AND DOES NOT NECESSARILY REPRESENT THE AS -CONSTRUCTED CONDITIONS. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS, SPACING = 3' TOP BAR f 1'-D' 1'"3' 1'-8" 2'-- 4•'-0' 51st 6--T 8'•4' 10`-3` a ELEVATIONS AND DETAILING OF THE EXISTING STRUCTURES PRIOR TO UNDERTAKING ANY WORK THAT IS EXISTING STRUCTURE. NOTIFY ENGINEER IF CONDITIONS VARY FROM THAT SHOWN PRIOR OTHER BAR r -D' icy* RS" T-10" 3'-1` 4' •a' 5'-1• 8'-5'C AFFECTED BY THE TO STARTING WORK SPACING = 4' TOP BAR 2 1'-D' r-3' 1'-T 1.10" 3s0' 3' -ii' +F' -i1' I51-3- 0 OTHER BAR 1'-0' 1'-D' I'-3" 1'-5' 2'-4' 3'-0' 3`-10' 4'-10' INSPECTION AND TESTING SPACING a 6' TOP BAR 1 V-0' 1'-3' 1'-T 1.10 2'4t 3'-1' 3'-1O' 4'-9' E 1. SPECIAL INSPECTION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR INSPECTIONS REQUIRED BY THE OTHER BAR 1'-0' 1'-0' 1'4" Tom' 2'-t' 2'-5' 3s0" 3'4* 4'b' Cl pco -- CD BUILDING OFFICIAL. THE CONTRACTOR SHALL SCHEDULE BOTH INSPECTIONS. 2. SPECIFIED CONCRETE AND MASONRY AND OTHER MATERIAL TESTING RELATED TO SPECIAL INSPECTION DURING CONSTRUCTION WILL BE OWNER FURNISHED. 1. VIP LENGTHS ARE BASED ON MINIMUM CONCRETE COVER OF 2'. LONGER LENGTHS ARE REQUIRED FOR CONCRETE COVER LESS THAN 2". 2. TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR IN ANY SINGLE POUR. HORIZONTAL WALL BARS ARE CONSIDERED TOP BARS. • v Q a O o < O0i ` , C ,ts 0.+ 3. SPECIAL INSPECTION, TESTING AND OBSERVATION IS REQUIRED AS INDICATED IN THE STATEMENT OF SPECIAL INSPECTIONS. 3, WHERE 30OO PSI CONCRETE IS USED, INCREASE ABOVE LENGTHS BY 16 PERCENT. WHERE 3500 PSI CONCRETE IS USED• INCREASE ABOVE LENGTHS BY 7 PERCENT, v3 W m' as FOUNDATIONS CAST IN PLACE CONCRETE m a, 2 W } �{ 1. REFER GEOTECHNICAL RECOMMENDATION DATA, RESILIENT ST, VRAIN PROJECT, DATED JULY 2016, 1. CONCRETE MIX DESIGN PER COLORADO DEPARTMENT OF TRANSPORTATION (CDOT) 2. EXCAVATIONS SHALL BE SHORED TO PREVENT SUBSIDENCE AND DAMAGE TO ADJACENT EXISTING STRUCTURES, ROADS, UTILITIES, ETC, 3. FOUNDATION BEARING SURFACES SHALL BE OBSERVED BY THE GEOTECHNICAL ENGINEER OR QUALIFIED DESIGNEE PRIOR TO PLACEMENT OF FORMWORK OR REINFORCING STEEL. THE OBSERVATION SHALL VERIFY IF THE ACTUAL EXPOSED SUBGRADE IS AS ANTICIPATED BY THE SITE SPECIFIC DATA REPORTS. CONCRETE CLASS D. 2. DESIGN STRENGTHS ARE SAME AS 28 -DAY COMPRESSIVE STRENGTHS, 3. CONTINUOUS WATERSTOP AS SPECIFIED SHALL BE INSTALLED IN CONSTRUCTION JOINTS OF HYDRAULIC STRUCTURES, CHANNELS, AND BELOW GRADE STRUCTURES, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. I D; U a ,� i 4. NO BACKFILL SHALL BE TOP SUPPORTING SLAB'S STRENGTH. FORMWORK PLACED BEHIND CONCRETE WALLS HAS ATTAINED SHORING UNTIL THE 8O PERCENT WALL'S CONCRETE OF p AND HAS ATTAINED THEIR SPECIFIED 28 DAY BRACING 10O PERCENT AND COMPRESSIVE 4. CONSTRUCTION JOINTS INDICATED ARE SUGGESTED LOCATIONS. CONTRACTOR MAY REVISE LOCATION OF JOINTS, SUBJECT To SPECIFIED REQUIREMENTS. LAYOUT SHOWING ALL CONSTRUCTION JOINT LOCATIONS SHALL BE SUBMITTED FOR REVIEW BY ENGINEER. 5. ROUGHEN AND CLEAN CONSTRUCTION JOINTS IN WALLS AND SLABS AS SPECIFIED PRIOR TO PLACING ADJACENT CONCRETE. 6. COORDINATE PLACEMENT OF OPENINGS, PIPE PENETRATIONS, CURBS, DOWELS, SLEEVES, CONDUITS, BOLTS AND PRIOR TO PLACEMENT OF CONCRETE. et z cc RR W W z o I-- < z _J Z D . STRUCTURES SHOWN ON THE DRAWINGS HAVE BEEN DESIGNED FOR STABILITY UNDER FINAL CONDITIONS ONLY. DESIGN SHOWN DOES NOT INCLUDE NECESSARY COMPONENTS OR EQUIPMENT FOR STABILITY OF THE STRUCTURES DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR WORK RELATING TO CONSTRUCTION ERECTION METHODS, BRACING, SHORING, RIGGING, GUYS, SCAFFOLDING, FORMWORK, AND OTHER WORK AIDS REQUIRED TO SAFELY PERFORM THE WORK SHOWN. 7. NO ALUMINUM CONDUIT OR PRODUCTS CONTAINING ALUMINUM OR ANY OTHER MATERIAL INJURIOUS TO THE CONCRETE SHALL BE EMBEDDED IN THE CONCRETE. 8. DO NOT PLACE CONDUIT PARALLEL TO BEAM OR COLUMN REINFORCEMENT UNLESS SPECIFICALLY INDICATED IND DRAWINGS. 9. PATCH FORM TIE HOLES IN ACCORDANCE WITH DETAILS. IAINSERTS It 0 W cc W Z 2 ULi H a. U a D I- ¢ Cl, z w rr CO 2 2 D C)J 0 2 0 . VERIFY SCALE I — EAR IS ONE INCH ON ORIGINAL DRAWING, 0Ell.....1. U D ry DATE JULY 2O16 Es PROJ 653819 (22 DWG G-OO3 0 SHEET 8 of 109 _O FILENAME: SSR-FD-G-006.DGN.dgn PLOT DATE: 2016/07129 PLOT TIME: 6:07:03 AM $PWURL $PWPATH 1 2 3 I 4 I 5 L_ 6 1 I - I t•�T E `- s ' a TABLE I ' '° STATEMENT OF SPECIAL INSPECTIONS PLAN REQUIRED NON-STRUCTURAL SPECIAL INSPECTION `' REFER TO SPECIFICATION SECTION 01 46 33• 15 GENERAL NOTES REQUIRED o z; 0 A REPORTING BY Y 1. THE STATEMENT OF SPECIAL INSPECTIONS PLAN DRAWINGS PROVIDE PROJECT COMPLIANCE WITH THE PROVISIONS OF THE INTERNATIONAL PERIODIC SPECIAL CONTINUOUS SPECIAL INSPECTOR TO DESIGNATED TESTING FOR m x 2 BUILDING CODE (IBC) CHAPTER 17 FOR SPECIAL INSPECTION, STRUCTURAL OBSERVATION, AND TESTING FOR WIND AND SEISMIC RESISTANCE AS APPLICABLE. THIS INSPECTION IS FURNISHED BY THE CITY AND ENGINEER. SYSTEM OR MATERIAL 2012 IBC CODE REFERENCE REFERENCED STANDARD INSPECTION (SEE NOTE 1) SPECIAL INSPECTION DISTRIBUTION LIST COMMENTS SPECIAL INSPECTION 2. STANDARD SPECIAL INSPECTION REQUIREMENTS FOR NONSTRUCTURAL GEOTECHNICAL 1 COMPONENTS ARE CONTAINED IN TABLE 1, SOILS: ce- 3. STANDARD SPECIAL INSPECTION REQUIREMENTS FOR STRUCTURAL COMPONENTS, REGARDLESS OF WIND OR SEISMIC DESIGN CATEGORIES, ARE CONTAINED IN TABLE 2, STANDARD TESTING REQUIREMENTS FOR STRUCTURAL COMPONENTS ARE CONTAINED IN TABLE 3. 4. FOR ADDITIONAL REQUIREMENTS, REFER TO SPECIFICATION SECTION 01 45 33, t. A. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY' 1705.6. 1603.5 SECTION 31 23 13, SUBGRADE PREPARATION X >< ��_ 0' w z VI $ F 7 SPECIAL INSPECTION, OBSERVATION AND TESTING. THESE INCLUDE: A. CONTRACTOR'S REQUIREMENTS TO PROVIDE ACCESS TO THE WORK FOR REQUIRED INSPECTIONS, AND TO PROVIDE NOTICE OF REQUIRED INSPECTIONS AND STRUCTURAL OBSERVATION. B VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHEO PROPER MATERIAL 1705.6 SECTION 31 23 16, EXCAVATION X X z o w . 8. CONTRACTOR'S STATEMENT OF RESPONSIBILITY FOR WORK TO BE PERFORMED ON SYSTEMS DESIGNATED UNDER THE STATEMENCONTROLLEDD SPECIAL INSPECTIONS PLAN FOR WIND OR SEISMIC RESISTANCE.T OF C• DEFINITIONS AND TERMINOLOGY USED IN THIS PLAN. C. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED ALL MATERIALS 1705.6 SECTION 31 23 23, FILL AND BACKFILL X X SEE TABLE 3 FOR GRADATION TEST EADIREM ENTS q a z0 4 SPECIAL INSPECTION D.VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES 1705.6 SECTION 31 23 23, FILL AND BACKFILL X X SEE TABLE 3 FOR DENSITY TEST 1, SPECIAL INSPECTION WILL BE IN ACCORDANCE WITH IBC SECTION 1704 DURING PLACEMENT AND COMPACTION OF COMPACTED FILL REQUIREMENTS GC sr STATE AMENDMENTS. REFER TO THE TABLES E PRIOR TO PLACEMENT OF COMPACTED 1705.6 SECTION 31 23 13, K X SEE TABLE 3 FOR 0 B TOGETHER WITH LOCAL AND CONTAINED ON THESE GENERAL SHEETS FOR PROJECT SPECIFIC INSPECTION TYPES AND FREQUENCIES. FILL, OBSERVE SUBGRADE AND VERIFY THAT BITE HAS BEEN PREPARED SUBGRADE PREPARATIONcc DENSITY TEST REQUIREMENTS ts Ls 2. SPECIAL INSPECTIONS WILL BE PROVIDED BY A CERTIFIED OR QUALIFIED PROPERLY INSPECTOR AND ASSOCIATED TESTING WILL BE PERFORMED BY AN APPROVED GENERAL r m ACCREDITED INDEPENDENT AGENCY. INSPECTORS FOR EACH SYSTEM AND MATERIAL WILL BE INTERNATIONAL CODE COUNCIL (ICC) CERTIFIED OR OTHERWISE 1, CONSTRUCTION MATERIALS AND SYSTEMS THAT ARE ALTERNATIVES TO 1705.1.1 ITEM I X X d 3 APPROVED BY THE BUILDING OFFICIAL. 3. THE SPECIAL INSPECTOR WILL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND SUBMIT MATERIALS AND SYSTEMS PRESCRIBED BY CODE Zci z a Ss Z RECORDS OF INSPECTION. ALL DISCREPANCIES WILL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. 4. SPECIAL INSPECTION AND ASSOCIATED TESTING REPORTS WILL BE SUBMITTED TO THE ENGINEER, CONTRACTOR, BUILDING OFFICIAL, AND OWNER WITHIN ONE WEEK OF INSPECTION OR WITHIN ONE WEEK OF TEST 2. INSTALLATION OF MATERIALS THAT REQUIRE ADDITIONAL MANI,FACTURER'S INSTRUCTIONS BEYOND CODE REQUIREMENTS 1703.4.2, 1705.1.1 ITEM 3 ICC-ES EVALUATION REPORTS X X - ANCHORS INSTALLED IN HARDENED CONCRETE a C 0 °s ea _, COMPLETION. INSPECTIONS FOR WHICH REPORTING WILL BE REQUIRED ARE STRUCTURAL pin NOTED IN THE TABLES CONTAINED ON THIS PLAN, SEE TABLE 2. E -o 5, AT THE CONCLUSION OF CONSTRUCTION, A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF PREVIOUSLY NOTED T i ~ DISCREPANCIES WILL BE SUBMITTED. NOTES: 1 PERIODIC INSPECTION IS DEFINED AS INSPECTION BY THE SPECIAL INSPECTOR OF ALL MATERIALS AND SYSTEMS, IN SOME CASES PERFORMED DURING THEIR PLACEMENT AND IN ALL CASES PERFORMED UPON COMPLETION OF THEIR PLACEMENT. THE COMPLETION INSPECTION SHALL BE PERFORMED SC) THAT WORK CAN BE CORRECTED PRIOR TO OTHER RELATED WORK PROCEEDING STRUCTURAL OBSERVATION ¢ m a 0 ¢ 8 4 t' C 01.94 J la C 1. STRUCTURAL OBSERVATION SPECIAL INSPECTIONS IS NOT REQUIRED PER IBC SECTION 1704.5. FOR WIND RESISTANCE .- 0 z m Lu m w 1. STATEMENT OF SPECIAL INSPECTIONS RESISTANCE IN ACCORDANCE WITH TO THIS PROJECT. SPECIAL INSPECTIONS PLAN REQUIREMENTS FOR WIND IBC SECTION 1705.10 ARE NOT APPLICABLE FOR SEISMIC RESISTANCE LU cc N p Li W D 1. STATEMENT OF SPECIAL INSPECTIONS PLAN REQUIREMENTS FOR SEISMIC RESISTANCE IN ACCORDANCE WITH IBC SECTION 1705.11 ARE NOT APPLICABLE TO THIS PROJECT. t a A t u, s- CD 0 Z z J z zize. is WzW 2 U-1 0 zCZ J Z O N Lu ii LL W kid is LL, C�} P- z LU 2 0 O 0 0 O VERIFY SCALE I — BAH IS ONE INCH ON ORIGINAL DRAWING. 0 1' 0 'y DATE JULY 2016 4J- PROJ 653819 La DWG G-009 Q SHEET 9 of 103 O FILENAME: SSR-FD-G-009.dgn PLOT DATE: 2016%07129 PLOT TIME: 6:07:41 AM $PWURL $PWPATH TABLE 2 REQUIRED STRUCTURAL SPECIAL INSPECTION REFER TO SPECIFICATION SECTION 01 43 33 REQUIRED REPORTING BY SPECIAL PERIODIC INSPECTOR TO SPECIAL CONTINUOUS DESIGNATED TESTING FOR 2012 IBC CODE REFERENCED INSPECTION SPECIAL DISTREUTION SPECIAL SYSTEM REFERENCE STANDARD (SEE NOTE 1% INSPECTION LIST COMMENTS INSPECTION CONCRETE 1. INSPECTION OF REINFORCING STEEL 1705.3, ACI318: 3.5, X X AND PLACEMENT 1910 4 7.1-7 7 2. INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE 1705.3,10091 ACI 318: 3.8.6, 8.1.3, 21.1.8 X X 3. VERIFY USE OF REQUIRED DESIGN MIX 1705,3, ACI 318: Ch. 4, X X 1904.2, 5.2-5.4 1910.2. 1910.3 4. AT THE TIME FRESH CONCRETE IS 17053, ASTM C 172, X X SEE TABLE 3 FOR SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE 1910.10 ASTM C 31, ACI318; 5.8, 5.8 CONCRETE TEST REQUIREMENTS TEMPERATURE OF THE CONCRETE 5. INSPECTION OF CONCRETE PLACEMENT 1705.3, AC1318: 5.9, X X FOR PROPERAPPLICATION TECHNIQUES 1910.6, 1910.7. 5.10 1910,8, B. INSPECTION FOR MANTENANCE OF 1705,3, ACI 318: 5.11- 1 X X SPECIFIED CURING TEMPERATURE AND 1910.9 5.13 TECHNIQUES 7. INSPECT FORMWORK FOR SHAPE, 1705.3 ACI 318: 6.1.1 X X LOCATION AND Dt.IENSKINS OF THE CONCRETE MEMBER BENG FORMED NOTES: 1. PERIODIC INSPECTION IS DEFINED AS INSPECTION BY THE SPECIAL INSPECTOR OF ALL MATERIALS AND SYSTEMS, IN SOME CASES PERFORMED DURING THEIR PLACEMENT AND IN ALL CASES PERFORMED UPON COMPLETION OF THEIR PLACEMENT. THE COMPLETION INSPECTION SHALL BE PERFORMED S THAT WORK CAN BE CORRECTED PRIOR TO OTHER RELATED WORK PROCEEDING. TABLE 3 TESTING FOR REQUIRED SPECIAL INSPECTION REFER TO SPECIFICATION SECTION '01 45 33 MATERIAL TYPE OR SCOPE STANDARD 2012 IBC CODE REFERENCE FREQUENCY BY WHOM REQUIRED REPORTING TO DESIGNATED DISTRIBUTION LIST COMMENTS GEOTECtINICAL CONTROLLED FILL GRADATION ASTM 13422 1705.6 SECTION 31 23 23, FILL AM) BACKFILL APPROVED TESTING AGENCY X CONTROLLED DENSITY - ASTM 01556, D2922 1705.6 SECTION 31 23 23. FILL AND BACKFILL APPROVED TESTING AGENCY X FILL PREPARED SUBGRADE DENSITY ASTM 01558, D2922 1705.6 SECTION 31 23 13, SUBORADE PREPARATION APPROVED TESTING AGENCY X CONCRETE CONCRETE STRENGTH ASTM 09 1705.3 ONCE EACH DAY, BUT NOT LESS THAN ' ONE SAMPLE FOR EACH 150 CUBIC YARDS OR 5,000 SFT OF WALLS OR SLABS PLACED APPROVED TESTING AGENCY X CONCRETE SLUMP ASTM C143, C94 1705.3 Ott SAMPLE PER STRENGTH TEST APPROVED TESTING AGENCY X CONCRETE AIR CONTENT ASTM C231, C94 1705.3 ONE SAMPLE PER STRENGTH TEST APPROVED TESTING AGENCY X CONCRETE TEMPERATURE ASTM 01064 1706.3 ONE SAMPLE PER STRENGTH TEST APPROVED TESTING AGENCY X ''I ii • �' "`. 2z 4 a 2: REVISION 2 a a CHK H ELLIOTT NAL SERVICE. KS TIE PROPER N AIJTROF2 ATION OF CW2M M Z 2 2 ce 0 iv DOCUMENTS REUSE or IRS D©GTAALNT. Ate THE NAAS AND OES,GM$ INCA P'ORATED HEREIN, As AN IrLsmuYEMY OF PROFESS 10 MAI HILL. AND IS NOT TO BE USED. IN WHOLE OR IN PART, FOR ANY DINER PROJECT KWTHOUT THE WRITTE D5sw J BEHRENS DATE d z a C 0 E RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH GENERAL SPECIAL INSPECTIONS 2 OF 2 O F- 0 D A- DNSTI JU $PWURL $PWPATH FILENAME: SSR-FD-G-010.dgn PLOT DATE: 20161©7129 PLOT TIME: 6:08:19 AM HORIZONTAL CONTROL (Al) POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT PO8 Al 10+00 00 1297952.90 3128333.50 PC Al 12+34.32 129795045 3126567.80 Al 12+46.31 1297950 32 3126579.79 200.00 23.95 11.99 Pi PT Al 12+58.27 1297951,63 3126591/1 PC Al 13+0660 1297956.90 3126639.75 PI Al 13+1568 1297957 90 3126648.78 200.00 18.16 9.09 PT Al 13+24 76 1247958.06 3126657.87 PC Al 14+3466_ 1297960.10 3126767,75 P1 Al 14+57 99 1297960,53 _ 3126791.08 200,00 46.45 23.33 PT Al 14+81 11 1297955.58 3126813,86 PC Al 16+05.85 . 1297929.12 3126935/5 PI Al i 6+60.98 _ _ 1297917.43 3126989.86 110.00 102.21 55.13 PT Al 17+08.06 1297953 59 3127031.27 PC Al 18+40.45 1298090.43 3127131.20 PI Al 19+12.19 1298087.49 3127165.34 150.00 133.83 7174 POE Al 19+74.28 1298074 88 3127255.96 VERTICAL CONTROL (Al) POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH POD Al 10+00.00 4883.25 PVI Al 16+20.39 4881.58 -0,27% 62029 PVI Al 17+2670 4_879,28 -2.14% 106.31 POE Al 19+74.28 4880 35 0.43% 247.56 SEE DWG CL -01 TOE OF BANK HORIZONTAL CONTROL (A2) POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT P08 A2 10+00.00 1297805.01 3126336 13 PC A213+ 14.85 1297904.15 3126650.98 PI A213+17.05 1297904.14 3126653.19 50.00 4.41 2.21 PT A2 13+19.26 1297904.33 3126655.38 PC A2 14+14.95 1297912.50 3126750,73 PI A2 14+1845 1297912.80 3126754.22 50.00 6:99 3.50 PT A2 14+21.94 1297912.61 3126757.71 PC A214+94 77 1297908.65 3126830.43 PI A2 15+06.98 1297907.99 3126842.63 50.00 23.9? 12.22 PT A215+18 73 1297901.77 3126853..15 PC *215+77.02 1297872.12 3126909.33 Pi A2 16+48 224 1297835.89 3126964.64 100.00 123.77 71.22 PT A2 17+0079 129788198 3127018.93 PC A219+08 15 129801163 3127178.19 PI A2 19+18.20 1298019.24 3127187.53 9000 23.95 12.05 POE A219+30.11 1298024.12 3127198.55 vERTtCAL CONTROL IA2) PCINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH POB A2 10+00.00 4894.20 PVI A2 11+42.34 4894.12 -0.06% 142.34 PV% A2 12+27.78 489295 -1.37% 65.44 PVI A213+03.15 4893.73 1,04% 75.37 PVI A214+86.04 4893.21 •0.28% 162.89 PVI *215+10.41 4691.72 -6.14% 2426 PVI A2 15+70.83 4892.89 1.94% 60.42 PVI .4217+05.00 4892.92 0:02% 134.17 PVI A2 17+83.29 4891.98 -1.20% 75.29 POE A2 19+30.11 4691.09 -0.61% 14682 SEE DWG CL -01 TOP OF BANK HORIZONTAL CONTROL (P28) POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT POE P26 10+00.00 1298653.26 3127606 86 PC P28 11+43,45 1298510.51 3127821.04 PI P26 11*99,52 129845472 3127826.58 300.00 110.86 56.07 PT P2812+54.31 1298404 69 3127651.90 PC P2B 13+48.89 1298320.49 3127684.52 PI P2815+26,9_0 1298161.48 3127775.00 600.00 350/0 178.21 PT P2B 16+49.39 1298051.66 3127915.36 PC P2B 17+52.10 1298019 19 3127956.87 PI P2817+60.64 _ 1298013.92 3127963.60 100.00 17,04 8.54_ PT P2817+68.14 1298007.60 3127969.34 PC P2818+07,29 1297979.34 3127994.96 PI P2B 18+13,14 1297975,01 3127998:89 30.00 11:58 5.85 PT P2B 18+18,84 1287969.51 _ 3128000.90 PC P2B 18+32.62 1287956,38 _ 3128005.71 P1 P2818+41,45 1287948.29 3128008.68 30.00 16.79 8,62 PT P2B 18+49.62 1297943.00 3128015.49 PC P29 18+57.25 1297938.33 3126021.52 PI P29 18+71.17 1297929:79 3128032 52 60.00 27.36 13.92 PT P29 18+84 60 1297926 98 3128946 15 POE P2819+14.77 1297920,87 3128075.70 VERTICAL CONTROL (P28) PONT STATION ELEVATION TANGENT GRADE TANGENT LENGTH P08 P28 10400,00 488181 PVI P28 10+41.51 4888,22 0.98% 41.61 PVI P28 10+75,94 4888.42 0.59% 34.43 PVI P2810+98.25 4888,23 4,06'% 22.31 PVI P28 11+94,57 4808.52 0.309E 96.32 PVI P2812+24,04 4888.75 29.47 0.70% PVI P28 12437.37 4889.33 4.35% 13.33 PVI P2812+69.32 4889.99 2.06% 31.95 PVI P2812+78,78 4889.78 •Z7994 7.46 PV1 P29 13+18,71 4890.06 0:65% 41,93 PVI P28 13+27.52 488983 -Z63% _ 8.81 PVI P28 13+37.67 4890.43 5.91% 10,15 PV1 P28 13+67.71 4890.03 -1.32% 30,04 PO P28 13+76.11 4889.10 -11.05% 8.40 PV1 P2817+58.49 4899..00 403% 382.38 PVI P2817+90.89 4887.88 419% 41.40 pVl P2810.38,42 4888.04 0.95% 38.53 PVI P2918+49.08 4887.99 445% 10.63 PIA P28 l8+79.35 4887.96 412% 30,29 PV1 P20 18+84.60 4887.51 -8.62% 5.26 PVI P2818+99.84 488737 -0.98% 14,04 PVI P2819+05.63 4887.83 6.55% 649 POE _ P28 19+ 14.77 4887.96 1.51% 914 SEE DWG CL -01 TOE OF BANK HORIZONTAL CONTROL (812N) POINT TYPE STATION EASTING RADIUS LENGTH TANGENT P08 B12N 10+00.00 _NORTHING 1296380.82 3129694.08 PI B12N 10+29.53 1298393.03 _ 3129721.57 PC B12N 10+78.91 1298414.78 3129765 90 PI 912W 10+84.09 1298417.06 3129770.55 50.00 10:31 5.18 PT Ri2N 10+89 23 1298420 24 3129774 63 PC 812611+05.02 1298431.80 3129789.45 PI 012N 11+15,35 1298438.31 3129795.23 50.00 14.56 7.33 PT 812N 11+22,58 1298442.29 3129799 47 PC 012N 11+46,43 1298461.73 3129813 27 PI 812N 11+54.43 1298468.26 3129817.90 20.00 15.23 8.00 PT 812N 11+6165 1298476.18 3129816 75 PI 912N 11+68.74 1298463.19 3129815.74 PC 912N 11475.89 1298480.14 3129814.02 P1 B12N 11+82,18 1298496.24 3129812.52 20.00 12.18 6.28 PT 81214 11+88.07 1298502.11 3129814.77 PC B12N 12+13.95 1298526 26 3129824.06 PI 81214 12+21 25 1298533.08 3129826.68 20,00 14.01 7 31 PT 812N 12+27.96 1298536.61 3129833.06 _. _ POE 812N 12+35.45 1298540.22 3129839.64 VERTICAL CONTROL (81290 POINT STATION ELEVATION I TANGENT GRADE TANGENT LENGTH POB B12610400.00 4877.27 PVI 012N 10+0461 487700 -5.83% 4.61 POE 012N 12+35.45 4677 00 0.00% 230,84 SEE DWG CL -02 TOE OF BANK a d m HORIZONTAL CONTROL (P38) POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT PC P3B 10+00.00 1298308.03 3127761.86 PI P30 12+09.15 1290121.32 3127856.11 657.14 404 97 208 15 POE P38 14+04,97 1298023.43 3128040.83 VERTICAL. CONTROL (P313p POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH POB P3810+09.00 4889.03 PVI P39 10+08.65 4888.49 -6.16% 8.65 PVI P3810+74.11 4888.31 -0.27% 65 26 PVI P39 11+6954 4888.09 4.23% 95.43 PVI P3B 12+46.95 4888.56 0.59% 79.40 PVI P3913+5783 4890.16 1.47% 108.88 PVI P3813+96.87 4891.07 2.34% 39.04 PVI P31313+99.42 4891.31 9.27% 2.55 PVI P3914+02,33 4891.37 2.22% 2.91 POE P3B 14+04.97 4691.35 -0.86% 2.64 SEE DWG CL -01 TOP OF BANK HORIZONTAL CONTROL (P1B) - POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT POB P113 10+00.00 1298561.78 3127548.28 PC PI P1811+11.00 Pis 11+31.60 1296474.26 3127575.84 3127580.95 200.00 1296454.30 41.06 20.60 PT P1011+52.06 1298433.72 3127581.89 PC P1 B 11+58.93 1298426.86 3127582.20 PI P1B 11+65.83 1290419.96 3127582.52 50.00 13.72 6,90 PCC P19 11+72.65 1298413 41 3127584.69 PI PlB 13+11.61 1298281.50 3127628.40 800.00 275.17 138.96 PT P1 B 14+47.82 1298172.06 3127114.03 PC Pi B 14+89.87 1298138.94 3127739.94 PI PIE 15+98.21 1298055.19 3127805.47 600.00 211,43 106..34 PT Pi 817+01.31 1297991.47 3127090.60 PC P19 18+75.88 1297886.86 3128030.35 PI P1918+83.56 1297882:26 3128036.50 50.00 15,24 7.68 PT P1818+91.12 1297876.03 3128040.98 POE Pi B 19+03.81 1297865.73 3128048.39 VERTICAL CONTROL (P19) POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH P08 P11310+00.00 4881.02 PVI P1810+97.89 4800,06 •0:98% 97.89 PVI Pig 11+09.60 4880.14 0.88% 11.72 PVI PIU 11+51.84 4878.98 -2.79% 4224 P111 PIG 12.43.29 4878,99 0.03% 91.45 PVI P1814+00.73 4878.99 0.00% 157.43 PVI P18 15+08.86 4879.02 0.03% 106.13 PVI P19 15+39.51 4878.86 •0.50% 32.65 PVI PIO16+68.42 4678.85 -0.01% 129.31 PV1 Pla18+11,18 487888 0,03% 14236 PV1 PIS 18+94.87 487t90 0.02% 83,49 POE PM 19+03,81 4879.45 5.99% 9.14 SEE DWG CL -01 TOE OF BANK HORIZONTAL CONTROL (84N, POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT FOB B4N 10+00.00 1298370.32 3129716.85 PC 94N 10+57.54 1298394.84 3129768.89 PI BAN 11+15,30 1298419.47 3129821-15 100.00 104.77 57.77 PT BIN 11+62.30 1298477.04 3129825.92 PC 84W 11+63.15 1298477.88 3129825.99 PI 134N 11+67.15 1298481.86 3129826.32 20 00 7.89 4.00 PT 84611+71.04 1298485.67 3129825.10 PC 8461 11+73.60 1298488.29 3129824,25 P1 8414 11+80_77 1298494.93 3129822.11 20.00 13.43 6,98 PT 8414 11+87.22 1298501.46 3129824.57 PC 8414 12+06.57 1298519.57 3129831.38 PI 8414 12+17.08 1298529.41 3129835.08 10.00 16.20 10.51 POE B4N 12+22.77 1298525.23 3129844.72 VERTICAL CONTROL (84N) POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH POB 84N 10+00.00 4883.01 PVI 8414 10+57.54 4883.03 0.03% 57.54 PVI 84+111+16.07 4880.36 -4.56% 58,53 PVI 94N 11+38,41 4880.02 -1.51% 22.34 PVI B4N 11+46.54 4878,75 -12.57% 10.13 POE 841412+22,77 4678.98 031% 74.24 SEE DWG CL -02 TOP OF BANK 0 0) cc Ci w W O 8 4 5 a ce 0 O F LAMBRECHTSEN 9191 S JAMAICA ST ENGLEWOOD CO 80112 > C 0 E 0) kt,c 0J 6 0- V z i u) a w Cl)> r, Joi t 3 W -� w ZQ Q. OZ g U z U) I- 2 w J W a: @CH2M HILL 2016 ALL RIGHTS RESERVED. ay� S ^a+ 7 eR Q-" Qt t€o a3 U W dre b.. Po� I! v. ize Po Pig 105 cei �r T5= 0 rr VERIFY SCALE BAR IS ONE INCHON ORIGINAL DRAWING. 0-1' DATE JULY 2016 PROD 653819 DWG G-011 SHEET 11 of 103 w D U O O z 0 F- H f!) z 0 V $PWURL $PWPATH FILENAME: SSR-FD-G•011.dgn PLOT DATE: 2016%07129 PLOT TIME: 6:08:52 AM HORIZONTAL CONTROL (BIN) POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT _ POB 8114 10+0040 1297804.14 3128849.92 PC BIN 13+12.44 1297786/8 3129161.88 PI PT 81N 13+30.32 B1N 13+46/13 1297785.79 1297796.34 1297819.62 1297824.31 3129179.73 50,00 34.34 17.88 3129194.16 PC BiN 13+86.24 3129226,02 PI 81N 13+94.18 3129232.43 200.00 _ 15.88 7.94 PT BIN 44+02.12 1297829.49 3129238.45 PC BIN 15+92.82 1297953.88 3129383.00 PI SIN 15+93.84 1297954.55 3128383.78 1000.00 2.05 1.03 PT B1N 15+94.87 1287955 22 3129384.56 PC $1 N 17+07.35 128802637 3129469.67 PI 81N 17+22.13 1298038.42 3129480.84 100.00 29,33 14,77 PT 81N 17+36.69 1288050.80 3129488.75 POE 81N 19+95.41 1298269.43 3429627 24 VERTICAL CONTROL (81N1 POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH P08 BIN 10+0000 4884-00 PV1 BIN 12+05.56 4885.00 0.49% 205.58 PVI AIN 12+62.04 4885.00 0.00% 56.48 FM BIN 12+91.25 488416 -2 89% 29.20 PVI SIN 13+30.12 4884.12 -0.09% 38.87 PVI BIN 13t64,08 ' 4884.00 -0.51% 23.96 PV1 B111 13+57.27 4883.21 -24.77% 3.19 PV1 81N 13+59.82 ' 4883,00 423% 2.55 PVI BIN 13+62,26 4883.00 0.00% 2.44 PVI BIN 13+65.84 4882.31 -19.33% 3.58 PVI B1N 13+82.08 +48.81.01 -7.99% 18.23 Ni BIN 14+42.15 4875.00 -10.00% 60.07 Ni BIN 14+57.74 4875.00 -0.02% 15.59 PM B114 14+62.41 4875.38 6.20% 4.67 PVI B1N 14+78.92 4875.65 1.60% I 16.51 PVI B1N 14+80.66 4876.00 20.27% 1.74 PVI 81N 15+06,11 4876,00 0.00% 25.46 PVI B1N 15+09.48 4876.37 10.86% 337 PVI BIN 15+13.16 4875:91 -12.40% 368 Pill BIN 15+62.93 4875.67 -0.09% 49.77 PVI BIN 15+68.78 4875.00 -14.80% 585 PYI BIN 16+09.98 4874.95 -0.13% 41.20 PVI BIN 17+09.71 4885.00 10,08% 9.9.74 PVI BIN 17+66.42 4885.09 0.19% 46.71 POE B1N 17+87.73 4884.94 -0.47% 31.30 SEE DWG CL -02 TOP OF BANK HORIZONTAL CONTROL (9314) POINT TYPE STATION NORTHING FASTING RADIUS LENGTH TANGENT POB 8314 10+00.00 1297764.98 3129109.35 PC B3N 11+04.96 1297758.06 3129214.05 PI B3N 11+1503 1297757.40 3129224.13 20.00 18.70 10.10 PRO B3N 11+23 EG 1297765.11 312923055 PI B3N 11+5048 1297785.62 3129247.96 30000 53.56 2625 PCC 83N 11+77 19 1287802.73 312926867 PI B314 13+20 OD 1297893.70 3129378.75 700.00 261.74 142,80 PRO 83N 14+56 93 129793429 3129515.66 PI 83N 14+85.13 129794 L74 3129540.78 50.00 48.26 26.20 83N 15+07.19 1297966.62 3129548.96 PT PC B3N 15+84.82 1298040,37 3129573.18 PI 8314 15+98 20 1298053.09 3129577.36 100.00 26.60 13.38 PT B3N 15+11.43 1298064.25 312958433 POE B3N 16+85.63 1208126.18 3129625.61 VERTICAL CONTROL (83N) POINT TYPE POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH POB POB 831410+00.00 4884.84 i PVI PVI B3N 10+06.85 4884:30 . -7 83% 8.85 PV1 PVI 83N 10+54.82 4883,83 -0,97% 48.08 PVI PVI 831410+75.71 4884.72 435% 20.78 PVI PVI B3N 11+14.67 4883.83 38.97 -2.27% PVI PVI 83N 11+23.51 4884.07 2.65% 8.83 PIA PVI B3N 12+34.69 4884.14 0.07% 111 19 PVI PVI 8314 13+66.79 4884.12 -0.02% 132.10 PVI PVt 83N 14+82.68 4883.65 -0.40% 115.88 PM PVI 83N 16+05.31 4884.11 0.37% 122.65 POE POE 631416+85.63 4884.62 0.63% 80.32 _ SEE DWG CL -02 TOP OF BANK HORIZONTAL CONTROL (8 11 NJ POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT P08 811N 10+00.00 1297767.41 3129191.72 _ PC 5111N 14+03 22 1298028.17 3129499.25 PI 811N 14+16.55 1298038.80 3129509.43 100.00 26.50 13.33 PT 811N 14+29.72 1298047.78 3129515.98 POE 811N 16+14.01 1298199.62 3129621.42 VERTICAL CONTROL 1811 N) POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH P08 811 N 10+00.00 4884.26 PVI 811N N 10+82.74 4881.12 -3.80% 82.74 PVI 911N 11+15 73 4880.42 -2.13% 32.99 PVI B11 N 11+43,27 4880.21 -0.76% 27.54 PVI 811N 11+82.50 4880.24 0.07% 39.23 NI 811N 12+37.83 4880.81 1.03% 5533 PVI 811N 13+15.77 4883.02 223% 77.93 , PVI 811 N13+79.41 4885,02 3.14% 63.65 PM 6111413+98,64 4885.28 1.35% 19.22 PVI 811 N 14+42.28 4884.64 -1.01% 43.84 PVI 811N 15+19,70 4885.56 0.94% 77.42 PVI B11N15+68.54 15+68.54 4885.49 -0.16% 48.84 POE 911N 16+14.01 4885,22 -0.59% 45.48 SEE DWG CL -02 TOE OF BANK HORIZONTAL CONTROL (B2'4) POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT P0B 8214 10+00.00 1297714.80 3129216.28 PC 92!410+11.97 1297725.65 3129221.33 P1 821410+57.12 1297766.60 3129240.36 200.00 68.82 45.15 PCC B214 11+00.79 1297795.39 3129275.14 PI 821413+87.44 1297978.21 3129495.93 672.45 541.94 286.65 PCC 8214 16+42.73 129794551 3129780.72 PI B2P4 16+51.02 1297944.56 3129788.95 40.00 16.35 8.29 PT 828116+59.06 1297940.42 3129796.14 PC B2N 16+97.85 1297921.04 3129829.73 PI B2N 17+00.17 1297919.89 3129831.73 10.00 4.54 _ 2.31 PT 821417+02.40 i 1297919.73 3129834.04 PC B281 17+21.47 1287916.42 3129853.06 PI 821417+31.21 1297917.75 3129862.78 10.0D 16.45 9.74 _ PT B2N 17+36,91 12979227.45 3129863.70 PC ' B2N 19+14.29 1298104 03 3129880.53 PI 62N 19+54.33 1298153.84 312988528 40.00 71.72 50.04 PT B2N 19+96.01 1298138.24 3129932.82 PC 82N 19+96.50 1298134.97 3129942.79 PI B21420+06.42 1298131.88 3129952.21 40.00 19.45 902 PT 82N 20+15.94 1298124.74 3129959.10 POE B2N 20+20.51 129812145 3129962,27 VERTICAL CONTROL (62141 POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH FOB 821410+00.00 4883.05 PM 02N 10+36.58 4883.38 0.92% 36.56 PVT 02N 10+80.67 4883.92 1,21% 44 09 _ PYI 821411+10.47 4884.14 0.75% 2980 PVT 62N 13+73.56 4884.00 -04576 253.10 PVT 82N 17+29.19 4883.94 -0.02% 355.63 _ 8214 16+02.38 4886.41 3.37% 7319 PVI PVI B2N 20+06.46 4882.67 -1.83% 204.08 POE B2N 20+20.51 4883.01 2-40% 14.05 SEE DWG CL -02 TOP OF BANK HORIZONTAL CONTROL (B9N) POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT P0B I B9N 10+00.00 1297695.33 3129231.04 PC B9N 10+17.88 1297699.59 3129248.40 PI DON 10+18.67 129769938 3129249.17 3.00 1.54 0.79 PRO BON 10+19A2 1297700.32 3129249.74 PI BON 13+42.68 1297921.53 3129485.46 700.00 605.67 323.26 PRO (3914 16+25.09 1297885,53 3129806.71 PI 9914 16+31.37 1297884.84 3129512.94 100.00 12.54 6.28 PT 09N 16+37.63 1297884.92 3129819.22 PC B9N 16+89.71 1297866.36 3129851.30 PI B98117+02.00 1297688.81 3129883.58 60.00 57.34 32.29 PT B9N 17+27.05 1297915,42 3129896.46 PC 8914 17+64.81 1297950.04 3129911 52 PI BON 17+84.95 1297968.51 3129919.55 100.00 39.75 20.14 PT B9N 18+0466 1297988.65 3129919.81 PC BON 18+90.27 129807436 3129920.91 PI B9N 19+13.93 1298098.01 3129921 21 20.00 34.76 23.66 PT 8914 19+25.03 1298093.78 3129844 48 POE B9N 19+28.86 1298093.09 3129948 26 VERTICAL CONTROL 48914► PONT STATION ELEVATION TANGENT GRADE TANGENT LENGTH POB 89N 10+00.00 4873,02 PVI 89N 10+66.11 4872.96 -0.10% 66.11 PVI 89N 13+92.06 4873,01 0.02% 32595 PVI B9N 17+75.28 4873.18 0.04% 383.20 PM B9N 18+07.99 4874.07 2.78% 32,73 PVI B9N 18+93.39 4873 97 -012% 85,40 POE B9N 19+26.86 4872,85 -3.18% 35.47 SEE DWG CL -02 TOE OF BANK 0 a 4 HORIZONTAL CONTROL 1,88S) POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT POB 888 10+00.00 1297281.63 3129138.00 PC 889 10+66,31 1297347.57 3129144.95 PI B89 10+73.24 _ 129735446 3129145.87 75.00 1.3.82 6.93 PT 88S 10+80.13 1297361,10 3129147-65 PC B8S 10+86.89 1297367.59 3129149.58 PI 88510+92.14 1297972.62 3128151.07 75.00 10.48 5.25 PT 88810+97.38 B8S 11+79.06 1297377.81 1297456.59 3129151.86 3129164.01 PC PI 88S 11+90.79 1297470.16 3129165.75 75.00 23.26 11.72 PT B8S 12.02.32 1297480.69 _ 3129170.95 PC 88S 12+26,09 1297501.99 3129181.49 _ PI 883 12+91.68 _ 1297560.78 3129210.56 175 00 125.51 65,59 PT 88S 13+51.60 1297585:97 3129271.14 PC 88513+91.50 1297801.29 3129307 98 PI B8S 14+09.11 129760805 I 3129324.24 500.00 35.20 17,61 PT NS 14+26.70 1297613.66 3129340.94 PC 88S 14+87.39 1297632.96 3129398:47 PI 88514+96.43 1297635.84 3128407,04 15.00 16.27 9.04 PT 88515+03.67 1297629 60 3128413,59 PC B85 15+94.88 1297566:68 3128478.83 P1 88816+02.09 1297581.71 3128484.05 10.00 12.49 7.21 PT B8S 16+07.37 129758509 3128491.22 PC 086 18+1839 1297570 44 3129501.30 PI B85 16+41.60 1297581 23 3129521.62 40.00 41.76 23.01 PT 88516+60.55 1297604.22 3129522.52 PC 88$16+89.49 1297633.14 3129523.65 PI B8S 17+14.84 1297656.47 3129524.63 30.00 42.09 25.35 PT 08S 1T+31.59 1297661.73 3129549.77 PC B8918+85 01 129768143 3129701.93 PI 88518+9280 129768243 3129709.65 150-00 15.55 7.78 PT B8S 19+00.56 129768422 3129717.22 POE eas 19+21,20 1297688.98 3129737.30 1 VERTICAL CONTROL (88S) POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH POB 88S 10+00,00 4874.02 PVI B8S 10+72.51 4873.03 -1.37% 72.51 PVI 08916+28.27 4873.05 000% 555 76 POE 1 B83 19+21.20 4873.08 0,00% 292.94 SEE DWG CL -02 EXST GROUND z O 715 W IY to 2 0 w O U 4. 2 it O 9191 S JAMAICA ST ENGLEWOOD CO 80112 RESILIENT SAINT %/RAIN PROJECT - SANDSTONE RANCH REACH z a C 0 E a) i z en LL @CH2M HILL 2018. ALL RIGHTS RESER U) 11.1 W J Z O Wee O O VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING 0 MS 1. DATE JULY 2016 PROJ 653819 DWG G-012 SHEET 12 of 103 1-. z W 5 O O z O `) z O O $PWURL $PWPATH FILENAME: SSR-FD-G-012.dgn PLOT DATE: 2016107129 PLOT TIME: 6:09:35 AM HORIZONTAL COf SIT ROL. {823,) POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT PO6 B26 10+00.00 129682583 3129954.58 - PC 828 10+48.76 1296874,38 3128959.10 Pi B2S 10+54.41 1296880.00 3128959.62 20.00 11.00 5.64 PT 62310+59.78 1296884.51 3128963.00 PC 82610+75 74 1296897.31 3128972.58 PI 82610+87.48 1296906.70 3128979 61 6000 23.06 11.74 PT B2S 10+98.80 1296918.25 3128%1.73 PC 82812+47.77 1297064.78 3129008.61 P) 52512+59.44 1297076.25 3129010.71 5100 22.92 11,66 PT B2S 12+70.69 1297085.61 3129017.67 PC 82513+22 80 129712741 3129018.79 PI 82813+34,67 1297136.94 3129055.87 50.00 23.31 11.87 pt 82513+46.11 12 9714 8.6 3 3129057.92 PC 92613+48.71 1297151.19 312968.37 P1 82513+86.64 1207188.55 3129064,92 160,00 74.30 37.93 PT 828 14+23.01 1297218.30 3129088_45 • PC 82S 14+77.91 1297261,36 312912249 PI 02814+83.15 1297265.47 3129125/4 50.00 10.44 524 PT 826 14+88.35 1297270.17 3129128.07 PC 82S 14+89,06 1297270.81 3129128.39 Pi 62514+99.54 1297280.20 3129133.04 60.00 20.68 10.48 PT 82S 15+09.72 1297286.93 3129141.07 PC 82S 15+53.77 1297315.21 3129174.83 PI 82915+69,32 82S 15+84.85 129732520 1297338.37 3129186.76 300.00 31.08 16.55 PT 3129197.58 PC 82918+76.28 1297402.03 312926122 PI 82916+80.59 1297405.12 3129264.22 5000 8.60 4.31 PT 828 16t84.88 1297407.75 3129267,63 PC 629 1(1+27.80 1297495.11 3129380.74 P1 82818+32.30 1297497.86 3129384.30 60.00 8.99 4.50 PT 82S 18+36.79 1297500.05 3129388.24 PC B2S 19+99.89 1297579.36 3129530.76 PI 829 20+04.15 129758143 312963448 60.00 8,51 4.26 PT 825 20+08.40 1297582.96 3129538.46 PC 82822+31.74 1297662.90 3129747 01 PI 02$ 22+50,23 1297669.62 3129764.29 100.00 36.60 18,51 PT 92S 22+68,34 1297669.62 312978280 PG 829 22+97,64 1297669.62 3129812.09 P9 82S 23+78,22 1297669.52 3129832.68 300.00 41.10 20.58 FCC 626 23+38.74 1297666.71 3129853.01 PI _ 62S 23+54.07 1297664.62 3129868.25 20.00 26..15 15.32 PT @2523+64,89 1297649.42 3129870.18 PC 626 23+94.92 1297619.63 129755236 3129874.01 PI 829 24+62/6 3129882.65 120.00 123.47 67.83 PT 82825+18.39 1297510.25 312982148 PC 829 25+74.64 1297475.33 31291785.38 PI B2S 25+90,23 1297465.66 3129773.16 300.00 31.14 15,59 PT 82S 26+05.78 1297457.30 3129780.01 PC B2S 26+98.06 1297407.82 3129682.12 , PI 823 27+05.50 1297403.83 3129675.84 10.00 12.79 7.44 PT 82S 27+10,85 1297396:67 3129677,85 PC B2S 27+44.35 1297364.43 3129686 92 PI B2S 27+53.85 1297355.28 3129689.50 1179 9.51 50.00 PT 82S 27+63.13 1297345.82 3129688.53 PC 82S 28+05.50 1297303.68 312968424 PI 825 28+48.61 1297262 78 3129680.08 50.00 68.82 41.11 PT 825 28+74.31 1297.258.96 3129639.14 PC 92$ 29+43,53 129725154 312957022 PI B2$ 29+51.23 1297251,82 3129562.55 100.00 15.38 7,70 PT 82S 29+56,91 1297262.29 3129654.86 PG 626 30+1012 1297255,44 3129503.14 P1 62530+15.84 1297255.75 3129498.03 5.00 7.97 5.12 PT 625 30+18.69 1297250.63 3129497.84 POE 02S 30+77.32 1297192.05 312949568 VERTICAL CONTROL (025) POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH POD 62910+00,00 4874,95 PVI $23 10+35:59 487&10 4.919E 35.69 PVI 82S 1O.48.81 4871.15 -426% 12.91 PVI 182$ t0+57.22 4874,79 -15,67% 8.81 PVi 82S 1A+87.08 4875.01 0.75% 29.04 PV1 82512+26.88 4875,03 0,01% 139.80 FYI 62S 12+81.49 487555 1).55% 54.63 PVI 82S 13422.83 4875.69 41.35 O.35% 825 t3+32.67 4875.06 -8 38% 9.84 PV1 PVI B2S 13+45.48 4875.02 -033% 12,81 PVI 82S 13+62.62 4875.03 0.05% 17.14 PVI 825 14+20 26 4574.44 -1.02% 57.54 PVI 82S 14+30,77 4873.52 -8960% 1051 PVI' 82S 14+63.5$ 4873.31 3276 -0.64% PVI 82514+82.73 4873.64 1.73% 1120 PVI 82915+04.01 4873.95 1,48% 2128 PVI 62515+46,63 4874.04 0.22% 42.62 PVI B2S 15+89.34 4875.04 4.38% 2271 _PVI 82516+79.59 4875.05 9.01% 110.25 PV1 82919+37.42 825 20+ 12.49 4674.92 -0,05% 257,83 PVI 4875.00 0.10% 75.08 PVI 825 22+69.23 4874.96 -0.02% 256,74 PVI 823 23+37.37 4874,99 0.04%. 68.14 PVI 82S 24+2529 4875.06 0.0894 87.92 PVI B2S 24+99.66 4875.74 . 9.9'2% 74.37 Pm 62S 25+56.48 4873.49 -0.44%6 58.82 PV1 628 28+17.05 4874.05 -2.38% 60,57 PM 625 26+95.58 4873.43 -0.78% 78.53 PVI 828 27+09.38 4875.03 11.62% 13 81 PVI 62S 30+74.43 4873.22 0.054E 365.05 POE 82830+77.32 4674-12 31,01% 2.$9 HORIZONTAL CONTROL (8351 POINT 'TYPE STATION INORTHING EASTING RADIUS LENGTH TANGENT PO8 B3S 10+00.00 I 1297313.66 3129198.22 PC 83S 10+88.22 1297376.95 31292569.68 PI 83810+94,80 129738133 1297385 51 3129264.13 100.00 12.75 6.38 PT B3S 11+00.97 3129269.12 PC B3S 12+11.09 1297454.11 3129355.28 PI B3S 12+14.48 1297456.22 3129357.92 100.00 6.78 3 39 PT B3S 12+17,87 1297458.15 3129360.71 PC 83512+69.00 1297487.21 3129402.76 PI 83S 12+72.03 1297488.94 3129405,26 80.00 8,05 3 03 PT B3S 12+75.05 1297490.40 3129407,91 PC 83S 14+29.40 1297564.92 3129543.07 PI B3S 14+33.23 1297566.77 3129546.43 80.00 7.65 3.83 PT B3S 14+37,05 1207568.17 3129549.99 PC 83516+59.91 1297650.07 3129757.26 PI 83S 16+76.84 1297656.29 3129773.01 100.00 33.55 - 16/3 PT 83$16+93.45 1297656.98 3129189.82 POE 83S 17+19.03 1297656.02 3129815.48 VERTICAL CONTROL (83S.1 POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH POB 63810+00.00 4878.04 PV1 83S 15+68.75 4877.76 •0.05% 586.75 PV1 63516+98.45 4877.99 0,21% 111.71 POE 83817+19.03 4878.86 3,24% 2O,58 SEE DWG CL -02 TOP OF BANK HORIZONTAL CONTROL (B4S) POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT PO8 64S 10+00.00 1297309.84 3129199.85 PC 84S 10+71.29 1297336.79 3129265.84 PI 84S 10+75.97 1297338.56 3129270:10 100.00 9.37 4 89 PT 64810+80.65 1297339.92 3129274.66 PC 84 S 12+85.81 1297399.40 3129471.01 PI 84S 12+9688 129740260 312948160 100.00 22.04 -11.07 PT 64S 13+07.85 1297408.O5 312949124 PC B4S 14+81.20 1297483.52 3129824.73 . PI B4 S 14+62,82 1297484.21 3129625 97 100 00 2.83 142 PT 14514+64.94 1297484.95 3129627.18 PC 843 15+86.13 1297548.02 3129731.72 PI 64915+97.24 1297553.76 3129741.23 100.00 2213 11.11 PT B4S 16+08 26 1297561.45 3129749 26 _ PC 84516+14.38 1297565.66 3129753,66 _ PI B4S 16+33.39 1297576.03 3129767.39 120.00 37,74 19.03 _ PT 8.43 16+52 10 1297595 60 3129776, 39 POE ._ B4317+15.30 1297657.30 3129806.25 VERTICAL CONTROL 1349) POINT TYPE STATION ELEVATION TANGENT GRADE ' TANGENT LENGTH POE 84310+00.00 487918 POE 84517+15.30 4878.99 -0.03% 715.30 FE DWG CL -02 TOE OF BANK HORIZONTAL CONTROL 186$) POINT TYPE STATION NORTHING FASTING RADIUS LENGTH _ TANGENT POB 86S 10+00.00 1297258,78 3129251.39 PC 86S 11+91,71 1297324.14 3129431.62 P1 B6S 12+10,22 1297330.45 3129449.02 200.00 36.93 18,52 PT B6S 12+28.64 _ 1297333.46 3129467.29 - PC 665 13+31.39 1297350.16 3129568.68 PI 86513+85.16 1297358.90 3129621.74 70,00 91.71 53.77 PRC 86S 14+23.10 1297412,42 3129626.97 PI B6S 14+37.66 1297426.93 3129626.39 30,00 27.14 14.58 PT 86S 14+50.24 1297434,78 3129840.68 PC 865 15+50,17 1297488.59 3128724.88 PI 66815+60.84 1297494,33 3129733.87 300.00 2t.32 10.67 _ PT 668 15+71,50 1297499.42 3129743-24 PC 66816+11.21 1297518.38 3129778.14 PI 86516+62,94 1297543.07 _ 3129823.60 120.00 97 68 51.73 POE B6S 17408.89 1297593.07 3129836.86 VERTICAL CONTROL (B653 POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH POB 68S 10+00,00 4885.39 PVI 136310+57.38 4885.14 ..45% 57.98 PVI 66S 12+49.23 4882.04 -1.61% 191.85 PV1 56814+25.17 4882.14 0.05% 175.94 PVI 86S 14+46.08 4684:59 11.75% 20.91 PVI 868 15+51.10 4986.09 1,43% 105.02 PVI 66S 16+34.30 4885.87 -0,27% 83.20 PV1 96S 15+69.76 4886.82 2.69% 3546 POE 66517+08.89 4887.12 0/5% 39.13 SEE DWG CL -02 TOP OF BANK HORIZONTAL CONTROL (855) - POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT POE 85S 10+00.00 1297001.09 3128078.20 B5S 10+6191 1297058 07 3129102 40 PC PI 85S 10+72.09 1287067.44 3129106.38 50.00 20.08 10,18 PT B5S 10+81.99 129707742 3129106.38 PC 853 11+10.52 1297108.15 3129106.38 PI B5S 12+53.90 1297249.50 3129103.85 200.00 246.79 143.38 PT 85S 13+59.31 1297297.92 3129238 80 PC 65S 16+54.09 1297397.47 3129516 27 PI 85916+71.18 1297403.24 3129532.35 200.00 34.09 17.09 PT 65S 16+88.18 1297411.66 3129547.23 PC B5S 19+30.59 1297531.04 3129758 20 PI 95519+77.92 1297554 35 3129799.39 120.00 90.16 47.33 PT 058 20+20.76 1297599:50 3129813.58 POE 85S 20+31.67 1297609.91 3129816/5 __ VERTICAL CONTROL 1858) POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH POD 65510+00.00 4888.02 PVI 85S 10+9329 _ 4887 89 -0.14% 9329 PVI 85911+38.63 488737 -0.70% 45,35 PVI 953 11+58.52 4886.37 4.00% 19.89 PVI 85S 11+83.19 488613 -0.97% 2466 PVI 65S 12+01.49 4886.85 3.92% 1830 PVI 95S 13+80.04 4885.98 -0.49% 176.55 _ PVI B5S 15+69.33 4883.17 _ -1.48% 189.29 PVI 85316+47.98 4883.08 78.65 -0.12% PVI B5S 17+12.99 4884.01 1.43% 65.01 PVI 85$19+36.55 4885.92 0.85% 223,56 PVI 85819+49.29 , 4886.96 6.13% 12-73 PVI 958 20+07.38 ' 4887.04 0.14% 58.08 POE 958 20+31.67 4885.79 -5.11% 24.31 SEE DWG CL -02 TOP OF BANK HORIZONTAL CONTROL 181S1 POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT PC 91810+00.00 1296638.91 3129023.72 PI 91 S 10+2143 1298658.21 3129021 28 100.00 42,23 21.43 PT 61 S 10+42.23 129667563 3129027.79 PG B1 S 10+69.59 1296904.70 3128036.10 PI 815 10+76.75 1296911.52 3129038.2$ 100.00 14,29 7.16 PT 81S 10+83.88 1296918 58 3129039.46 PC 815 11+67.54 1297001,09 3129053.25 PI 91811+85:83 1297019/4 3129O56.26 100.00 36.19 18.30 PT B1S 12+03.73 1297037.08 3129052.69 POE i MS 12+38,96 1297071.84 3129045 82 VERTICAL CONTROL IBIS) POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH POD 81810+0010 4888-74 PVI 61210+12.06 4889.00 2.14% 12.06 PVI B1S 10+40.09 4889.01 0.03% 28.02 PVI 81910+76 22 4887.28 -7.79% 36.14 PVI 81311+32.38 4887.58 0.50% 58.16 PVI 81S 11+58:62 4887.69 26.24 0.50% PVI B1S 12+03,56 4886.00 4.76% 44.94 POE 61512+38.96 4683.51 -7.04% 35:40 SEE DWG CL -02 TOP OF BANK z x U a O to o+ m ENGLEWOOO CO 80112 C 0 E a) tve (5.1 'a] 145 ' ZO O wcr 0z 0 C Cn I-. 2 w cn w cc ®CH2M HILL 201S. ILL RIGHTS RESERVED In VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING U 1' DATE JULY 2016 PROJ 653819 DWG G-013 SHEET 13 of 103 z w 2 0 0 C3 z O CC 0 U L $PWURL SPWPATH FILENAME: SSR-FO-G-013.dgn PLOT DATE: 2016107129 PLOT TIME: 6:10:11 AM •1 2 3 1 HORIZONTAL CONTROL (BUS) POINT TYPE STATION NORTHtIG EASTING RADIUS LENGTH TANGENT 89310+00.00 1206789.88 3129181.98 POB Pi 89510+34.61 1296791.59 3129208.82 34.51 Pi B9S 10+66.09 1296794.10 312924030 31.58 PI 89510+$416 1296780.17 3129294..67 28.07 PI 89511+0482 1296774.35 312927361 1066 PI 69S 11+1621 1296774.32 3129284.99 11.39 PI 09511+2936 1296777.20 3129297.83 13.15 B9S 11+52.10 1296777.80 3129320.66 22 74 Pi PI B9511+7195 1296768.77 312933823 19.85 69511+79% 129676749 312934613 8.01 PI PI 898 11+97.71 1296767.94 312936338 17.75 PI B9S 12+21,94 1296771,88 3129387/8 24.23 PI B96 12460.12 1296781,48 3129424.75 38.18 PI B9812+95.48 1296793.74 3129457.92 35.36 Pt B95 1345294 1296811A1 3129512 59 57.46 PI 89313+84.78 1296817.65 3129543.80 31.84 PI B9S 14+19.01 1296815.08 3129577.94 34.23 PI 89814+3702 1296813.14 3129595 85 18.01 PI 89514+55.93 1296813.83 312901474 _ 18.91 PI B95 14+60.18 1296817.32 3129817.17 4.25 PI 89514+7317 1296829.16 3129811.81 12.99 PI 69814+94,12 1296848.37 3129603.46 20,95 PI B9S 15+28.32 1296873.28 3129580.03 _ 3420 PI B9S 15+58.41 1296898.10 3129563.02 30.09 PI 69515+93.61 129693104 3129550.59 36,20 PI 89S 16+28.78 1296966.04 3129547,25 35.17 PI B98 16+64.33 129700123 3129552.32 35.55 PI 89$16+8.3,80 1297020.32 3'129556.14 19.47 PI 898 16+9389 1297029.08 3129561.14 10.09 POE B9$ 17+20.29 1297038.53 3129585.79 26.40 VERTICAL CONTROL (B9$$) POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH P08 89S 10+00.0D 4882.00 POE (39S 17+20 29 _ 4882 00 0.00% 720.29 SEE DWG CL -02 TOP OF BANK HORIZONTAL CONTROL (BIOS) YOfh1TTYPE STATION NORTHNG EASTING RADIUS LENGTH TANGENT POB BIOS 10+00.00 129675482 3129213-15 PI 810S 10+18.77 1296756.31 3129231.86 18.77 PI BIOS 10+34.;34 129674858 3129245.38 15.57 Pi n610+64.03 1296737.39 3129262.57 20.52 Pi _ B108 10+81,31 1296737.31 3129289.03 26.45 Pi I 6105 10+95.02 1296740.30 3129302.40 13.71 Pi 610S 11+04.75 1296740.55 3129312.12 9.73 PI I B10S 11+20.94 1296733.19 3129326.55 16.19 P1 B10811+38.23 1296730.40 3129343.60 1729 PI BIOS 11+62.02 1296731.02 3129387.39 23.79 Pt B10S 11+90.47 1296735.65 3129395.46 2845 810S 12+32.19 1296746.13 3129435.84 41.72 PI PI 810S 12+68.63 1296758.77 3129470.02 3644 IN 810813+23.19 1296775.54 3129521.94 5456 PI B10613447.82 1296780.38 3129546.08 24.63 PI BIOS 13+76.37 1296778.23 3129574.56 28.55 -PI 810613+96.45 1296776.07 3129594.52 20.08 PI B10S 14426.23 B105 14+41.68 1296777.15 1296783.17 3129624 28 3129638.51 29.78 PI 15.45 Pi MS 14+85.55 1296802.78 3129652.12 23.87 PI BIOS 14+84.52 1298621.37 3129655.94 18.97 Pt 910'515+09,53 1296844.15 3129645.64 25.01 BIOS 15+36.55 1296869.03 3129634.83 27.12 Pl PI BIDS 16+74,44 1296896.65 3129608.94 37.79 PI BIOS 15+97,21 . 1296915.34 3129596.06 22.77 PI EMS 16+23.02 , 1296939.48 312958695 25.61 Pt BOOS 16+48.80 1296965.15 _ 3129584,50 2678 PI BOOS 16+78.92 129699496 3129588.80 30.12 PI B1OS 16+91,39 ' 1297007.18 3129591.24 12.47 POE 810316+03.87 129700934 3129592.47 2.48 VERTICAL CONTROL 9310s) POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH P08 BIOS 10+00.00 4873.00 PVI B10811+04.83 4872.99 0.00% 104.83 PVI B10S 12+36.08 4872.98 -0.01% 131.26 POE 8108 16+9317 4873.13 0.03% 457.78 SEE DWG CL -02 TOE OF BANK HORIZONTAL CONTROL (85Ny POINT TYPE STATION NORTHING FASTING RADIUS LENGTH TANGENT POB 85N 10+00.00 1298237.64 312996909 PC B5N 10+54.92 1298281.81 3129936.47 _ P1 85N 10+61.90 1298287,43 3129932:32 30.00 13.73 6.99 PT B5N 10+68.65 1298294.31 3129931.08 _ PC 65N 11+19,43 1298344.28 3129922.06 _ PI B59111+30,44 1298355.12 3129920.11 30.00 21,11 11.01 BM 11+40.54 1298364.65 3129925.63 PT PC 85N 11+77.04 1298396.24 3129943.93 PI 13514 11+83.79 1298402 07 3129947 31 1500 12.68 6.74 PT B5N 11+89.72 1298403 42 3129953 92 PC 85W 12+06.22 1298406,70 3129970.09 PI 85W 12+13.76 1298408 21 3129977.48 15.00 13,97 7,54 PT B5N 12+20.19 1298403.17 3129983.09 PC _ B5W 14+80.80 1298242 57 3130162.25 PI B5N 14+78.95 1298231,79 3130174 26 30.00 29,63 16-15 PT B5W 14+90.43 1298235.90 3130189.90 POE B5N 16+17.47 1298268.18 3130312.76 VERTICAL CONTROL t8590 POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH P08 BM 10+00.00 ? 4879 04 _ PVI BSN 10+51.44 4878.78 -051% 51.44 PVI 8514 10+59,02 4879.11 4.32% 7.57 PVI 85N 11+02,98 4878.89 -0 51% 43.94 PVI 65N 11+34.13 4879.09 0.82% 31.17 PVI B5N 12+18.00 4879,02 -0.07% 63.87 PVI 85N 12+45.91 4879.13 0.37% 27.81 PVC B5N 12+56.60 4881,41 21.40% 1069 PVC B5W 12+76.19 4881.98 2.88% 19,60 PVI 05W 12+91.67 4882.21 1.51 % 15.48 PVI B5N 13+23.36 4881.38 -2.62% 31.69 PVI B5N 13+58,75 4881.54 0.36% 43.38 PVI B5N 14+18,31 4880.99 -1.06% 51.57 PVI B5N 14+61.50 4881,17 0.42% 43.19 PVI 959114+64.69 4880.99 -028% 2319 PVI B5N 15+4015 4581.04 0.06% 55.46 PVI B5N 15+71.52 4680.76 -0,67% 31.37 PVI B5N 15+66.20 4677.68 •20.97% 14.68 BSN 15+95.11 4877.21 -5.34% 8.91 PVI PVI 859116+03.58 4877,82 7,21% 8.47 POE B5N 16+17.47 4676,25 3.10% 13.89 SEE DWG CL -02 TOP OF BANK HORIZONTAL CONTROL 488K1 POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT 88N 10+00.00 1298301.66 3130330.34 POB PC 68N 10+78.09 1298245.69 3130384,77 PI 88N 10+86,69 1298239.52 3130390.77 100.00 17.17 8,60 PT BBN 10+95.25 1298232.42 3130395.63 PC BBN 11+27 09 1298206.13 3130413.59 PI B8N 12+30.69 1298120.61 3130472.06 500.00 204.30 103.60 PT BON 13+31.40 1298018,89 _ 3130491.72 PC 88N 13+96,27 1297955.20 3130504.04 9891 14+07.39 1297944.29 3130506,15 100.00 22.14 11.11 PI PT 9891 14+18.41 1297934.10 3130510.60 PC 88N 14+29.81 129792366 3130515.17 PI BBN 14+47.03 1297907.88 3130522.07 200.00 34.35 17.22 PT 88N 14+64.16 1297891.16 3130526,17 PC SON 14+67.68 1297887.74 3130527-01 PI 8894 14+78.55 1297877.19 3130529.60 11.00 17.15 14.87 POE BBN 14+84.83 1297879.65 3130540.19 VERTICAL CONTROL (BBNy POINT TYPE STATION ELEVATION TANGENT GRADE . TANGENT LENGTH BBN 10+00.00 4876.98 POB PVI 88N 10+50.19 4877.59 1.23% _ 5019 PM BBN 11+10.72 4878.92 2.19% 80.53 PVi BBN 12+32.58 4879.46 0.45% 121.84 PVI BBN 12+67.12 4079.36 -0.19% 54,55 PVI 88N 14+13.44 487694 -0.33% 126.32 POE 88W 14+84.83 4878.93 -0.02% 71.40 SEE DWG CL -02 TOP OF BANK 0 i HORIZONTAL CONTROL (88N) POINT TYPE STATION NORTHING LASTING RADIUS LENGTH TANGENT B6N 10+00.00 1298233,54 3122993.21 POB PC 86N 10+64.92 1298284:73 3129953.28 PI 8891 10+71.87 1298290,21 3129949.01 30.00 13.65 6.95 PT B6N 10+78.58 1298297.01 3129947.58 PC 86N 11+28.73 1298346.09 31299317 26 PI BSN 11+40.42 1298357.53 3129934.86 30.00 22.29 11.69 PT BEN 11+51.02 1298367.57 3129940.82 pC BEN 11+76.26 1298389.28 3129953 70 PI 13691 11+78.46 1296391.16 312995482 5.00 _ 4.12 2.19 PT 86W 11+80.38 1298391.62 3129956.96 PC B6N 11+95.24 B6N 11+97.88 1298394.73 3129971.49 3129974.06 PI 1298395.28 5,00 _ 4.65 2,64 PT _ 86N 12+00.09 1296393 46 312997528 PC B6N 12+03.46 1298391.15 3129978.42 PI BEN 12+21.95 129837841 3129991.83 100.00 36.58 18.50 PT B6N 12+40.04 1296361,72 3129999.81 PC 8619 12+70.35 1298334 :37 313001187 PI 8691 12+90.12 1258316.53 3130021.39 100.00 39.05 19,78 PT 86N 13+09.39 1298303.27 3130036 07 PC BON 13+84.24 1298253.10 3130091.61 Pt 86W14+04.87 129823928 3130106.92 100.00 40.68 20.63 PT 96W 14+24.92 1298232.63 3130126.45 PC 86W 14+77..98 1298215,55 3130176.67 PI B6N 14+84.43 1298213.48 3130182.70 20.00 12.49 6,45 PT 86W 14+90:46 1298215.36 3130188.96 POE B6N 16+23.48 1298254 23 3130316.17 VERTICAL CONTROL iB6N) POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH P0B 669110+00.00 4874.97 PVI B6N 10+61.64 4875,10 0.16% 81.64 PVI BAN 11+12.82 4875.00 -0.33% 31.17 PVI 86N 11+31.37 4875.73 3.92% 18.55 PVI 86N 11+76.95 487817 0 98% 45 57 PVI 8619 12+23.41 4876.02 -0.32% 46.46 PJI 66N 12+34.10 4874.97 -9.87% 10.69 PVI 86N 13+02.09 4873.97 4874.20 -1.46% 67.99 91.44 PVI B6N 13+03.53 0.24% PVI BEN 14+13.87 4874.94 3.65% 20/4 PVI B6N 14+29.75 4875 95 6.36% 1588 PVI 86N 15+45.36 4876.39 0.38% 115.60 POE B6N 16+23.48 4877.00 0.78% 78.13 SEE DWG CL -02 TOE OF BANK HORIZONTAL CONTROL (B7N) POINT TYPE STATION NORTHING FASTING RADIUS LENGTH TANGENT POB B7N 10+00.00 1298285 61 3130311.77 PC B7N 10+54.11 1296246.25 313034889 Pi B7N 11+79.85 1298154,78 3130435.17 450,00 24523 125,74 PT 8791 12+99 34 1298031.83 3130461.54 PC B7N 14+43.54 1297890.83 3130491.77 PI 87N 14+49 87 1297884.64 3130493.10 30.00 12.48 6.33 PT BIN 14+56.02 1297879.51 3130496,81 PC B7N 14+8537 1297855.75 3130514.04 5.48 3,89 PI 87N 14+89.28 1297852.60 3130516.32 3:00 PT 87N 14+90.86 1297855.60 3130518.79 PC B7N 14+92.68 1297857.02 3130519.94 PI B7N 15+02.01 1297564.23 3130525,88 27.00 17.96 9.33 PT B7N 15+10,.65 1297866.25 3130534.96 POE BIN 15+17.67 1297867.75 3130541.62 _ _ VERTICAL CONTROL 48791) PAINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH POB B7N 10+00 00 4677.11 PVI B7N 10+10.15 4677,10 -0.15% 10.15 PVI 87W 10+93.65 4576.74 1.96% 83.69 PVI 8791 12+7719 4679.64 0.49% 183.34 PVI B7N 14+13.58 4878.82 -0.60% 136 39 POE B7N 15+17.67 4879.00 0.17% 104.10 SEE DWG CL -02 TOP OF BANK 03 z 0 Fri 5 fr w 40 w 0 0 0 x CT 0 H a 9191 S JAMAICA ST ENGLEWOOD CO 80112 O z a C 0 E En 4tnc d z O @1CH2M HILL 2016. AU. RIGHTS RESERVED. RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH VERIFY SCALE BAH IS ONE INCH ON ORIGINAL DRAWING. 051' DATE JULY 2016 PROJ 653619 DWG G-014 SHEET 14 of 103 0) E..-, z W D U 0 a z 0 H U LL h- 2 0 0 $PWURL $PWPATH FILENAME: SSR-FD-G-014.dgn PLOT DATE: 2016107\29 PLOT TIME: 6:10:46 AM HORIZONTAL CONTROL (81013) POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT POB B10N 10+00.00 129810623 3130204.42 l PC B10N 10+4225 1298061.06 3130238.35 PI B1ON 10+66_62 1296066.53 3130257.93 100.00 47.62 24.38 PT BLOW 10+90.07 1296044.62 3130268.62 PC BlON 12+71.68 129788142 3130348.30 PI B1ON 1343117 1297827.43 3130374.68 100.00 10821 60.09 PT B1ON 13+79.90 1297825.35 3130434.71 PC Blow 14+19_62 129782398 3130474.41 PI B1ON 14+27 66 1297823.70 3130482.65 50.00 16.33 _ t24 PT 1310N 14+35.95 1297826.07 3130490.54 PC B1ON 14+5112 1297830.61 3130505.63 PI B1ON 14+58.86 1297832.67 3130512.48 50.00 14,20 7.15 PRC B1ON 14+65.92 1297832.73 3130519.63 PI B10N 14+7710 129783282 3130530.61 27.00 21.20 11.18 PT B1019 14+47.12 1297840.79 3130538.65 PC 1310N 14+89.60 1297842.49 3130540.32 B10N 14+90.42 1297843.15 3130540.96 3.00 1.78 0,92 PI • PT 810N 14+91.28 1297843.33 3130541.67 PC 81013 16+00.69 1297845.16 3130550.99 RI WON 15+10.73 1297847.16 3130560.93 10.00 15.84 10.13 PT 61013 15+16.43 1297957.07 3130558.80 POE 1310N 15+30.52 1297870.84 3130555.84 VERTICAL CONTROL (81013) POW' STATION ELEVATION TANGENT GRADE TANGENT LENGTH POB BOON 10+00.00 487100 PM WON 10+66,29 487105 0.08% 66.29 PV1 SI041111+98.0O 487300 -0,04% 131,71 PVI B10N 1241514 4873.34 , 1.97% 17,15 PVI SION 12+33,59 4873.28 -0.42% 10,44 PVI SIGN 14+78,81 4873.44 0.08% 243.22 PVI WON 14+84.12 4873.03. _ 463% 7.31 POE BlON 15+30.52 4873.00 -0.07% 46,40 SEE DWG CL -02 TOE OF BANK HORIZONTAL CONTROL 411) POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT P0B H11O►00.00 1298021.80 3132415.85 _ _ PC 1-I1 10+37.92 1298030 51 3132452.75 PI Hi 10+52 27 1298033 81 3132466.72 100.00 28.51 14.35 PT Hi 10+6643 1298033.05 3132481,06 PC H1 13+13.80 1298019 88 3132728,07 PI H7 13+25.67 1298019 25 3132739,93 20.00 21.43 11.88 PT H1 13+35.23 1296008,54 3132745,05 POE Hi 13+46.10 1297998 73 313274934 POINT TYPE VERTICAL CONTROL (H1 STATION ELEVATION TANGENT GRADE TANGENT LENGTH P08 HI 10+00.00 4875.07 PVI HI 10+03,97 4874.99 -1.97% 3.97 PVI HI10+26.57 4874.95 -020% 22.60 PVI H110+38.79 4875.19 2.02% 12.22 PVI HI10+56.09 4874.73 -2.70% 17.30 PVI 14110+74.25 4874.52 -1.17% 18,15 PVt 14111+33.37 4874.46 -0.09% 59.12 Po HI11+75.15 4873.99 -1.15% 41.78 PVC 141 11+87.47 4874.07 0.72% _ 12.32 FY) H112+00.23. 4874.45 ' 2.91% 12,77 PVI HI 12+34.08 4874.02 -1.27% 33,85 PVI Hi 12+91,68 ' 4873,85 -028% 47.60 PVI HI 13+02,31 4873.02 -7.78% 10.69 PVI HInil ?61 49727$ -2.32% 10.24 PVI HI 13+18.77 407132 12.88% 4.18 POE H113+46,10 487111 -0.71% 29.34 SEE HORIZONTAL CONTROL 1813N) POINT TYPE STATION NORTHING FASTING I RADIUS LENGTH TANGENT POB BON 10+00 00 1297687.86 3130578.34 PC 813N 10+15 07 1297902 29 3130572.66 PI B13N 10+32.25 1297918.95 3130568,50 11,00 22.03 17.18 913N 10+37.10 1297015.77 3130565.39 PRC PI 813N 10+39.67 1297915.29 3130587,91 3.00 4,24 2.56 PT B13N 10+41.35 1297917 71 3130588.77 PC B13N 10+48.16 1297924.13 3130591.08 PI 613N 10+61.12 1297936.34 3130595.41 4 30.00 24.47 12.96 PT 813N 10+72.63 1297947.87 3130589.51 POE 913N 10+80.59 1297854.96 3130585.68 VERTICAL CONTROL (813NI) POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH POB B13N 10+00.00 4873.03 PVI B13N 10+22.25 487111 0,36% 2226 PVI 013N 10+60.25 4872.99 -0.31% 36,00 POE 613N 10+60.59 4872.90 ; -0.44% 20.34 SEE DWG CL -02 TOE OF BANK HORIZONTAL CONTROL (B14N) POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT POB 514N 10+00.00 1297875.65 3130579.25 PC 814N 10+11.49 1297664.66 313058118 PI 814N 10+13.69 1297882.52 3130582.36 10.00 4,33 2.20 PT 614N 10+15.82 1297860.78 3130583.71 PC B14N 10+71.43 1297816.91 3130617.87 PI 814N 10+78 69 1297811.18 3130622.33 30.00 14.25 7.28 PT 814N10+85.68 129780813 3130628.92 POE , 814N 11+19.07 1297794,08 3130659.22 VERTICAL CONTROL (014N) PONT STATION ELEVATION TANGENT GRADE TANGENT LENGTH POB B14N 10+00.00 4873,00 POE 814N 11+19.07 4873:06 0.05% 119.07 SEE DWG CL -02 TOE OF BANK ,,. r.. . ,• - 1 • N DOCUMENTS REUSE OF DOCUMENTS' THIS DOCUMENT. IOC THE IDEAS A}R} DR ZEUS INCORPORATED HEREIN. AS AN MIMIVENT OF PROFESSIONAL SERVICE. IS THE PROPERTY OF $1CH?S HILL 2;116 ALL RIGHTS RESERVED. CH2M MILL AND IS NOT TO IS USED, 1N WWT KOtE OR IN PART, FOR ANY OTHER PRQ.ECT TNQUT Ttt@ wcutTEN AU TkOngi TK+w OFCNOM LL_ CI w a m p. REVISION 1 CHIC A COOK DR M MONAHAN IDSGN FLAMBRECHTSEN DATE d z RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH GENERAL CONTROL TABLES O F O D M CONSTI PWURL $PWPATH FILENAME: SSR-FD-G-015,dyn PLOT DATE: 2016/07/29 PLOT TIME: 6:11:25 AM HORIZONTAL CONTROL (431 PONT TYPE I STATION NORTHING FASTING RADIUS LENGTH TANGENT POB 4310+00.00 1298030.39 3131548.10 PC 3310+51.67 1298030.39 313159977 PI I 1-010+76.89 1298030.39 3131624..99 100.00 49.41 25.22 PT 4311+01.09 1298018.44 3131647.19 PC I-011+18.43 1297981.75 3131715.30 PI 143 11 t 97.94 1297972.50 3131732.47 10 0.0 0 38.54 19,51 PT I K3 12+18.97 1297970,39 3131751.87 PC 1-R 12+87.42 1297962.74 3131821.91 PI H313+01.35 1297961.23 3131835.75 100.00 27.68 13,93 PT 30 13+15.10 1297963.66 3131849.48 PC 4314+97.93 1297994.15 3132029.74 PI 44315+26:97 1297999.01 3132058.37 300.00 57.90 29.04 PT H3 15+55.83 1297998.29 3132067.400 PC I{315+84.01 1297997.58 3132115.57 PI H316+03.78 1297997.09 3132135.34 300.00 39.50 19.78 PT I{316+23.50 1297994.01 3132154.87 PC 4316+79.2 9 129798 5.31 3132209.96 PI 11316+87.78 1297983.98 3132218.37 300.00 17,01 8.51 Pr 4316+96.29 1297983.14 3132225.84 PC Iii 19+36.17 1297959.22 313246552 PI 113194 46.82 1297959.16 313247612 100.00 21.23 10.65 PT H319+57.39 1297959.36 3132486.70 PC H3 20+65.11 1297973.68 3132613.82 PI 113 20+91.62 1291974.41 3132620.08 100.00 1299 6.51 PT 143 20}98.10 1297974,29 3132626.59 PC 143 22+42.51 1297971.76 3132770.97 PI 143 22447.19 1297971.68 313277565 100.00 9.35 4.68 PT 313 22+51.86 1297971.16 3132780.30 PC 143 23+84.84 1297956.43 3132912.48 PI 43 24+01.04 1297954.63 3132928.56 80.00 31.97 16.20 PT ITC 24+16.81 1297959.24 3132944.09 PC 30 24+39,97 1297966.83 1 3132956.29 _ P1 143 24+51.46 1297969.10 3132977.31 100.00 22,88 11.49 _ PT 413 24+62.85 1297074.79 3132987.30 PC I H324+81_14 1297983.83 3133003 20 Pt 33 25+25.07 1298005.56 3133041.37 500.00 87.82 43.92 PT J 113 25+68.76 1298020.30 3133082.75 PC 30 26+04.73 1298032.36 I 3133116.62 PI 4326+21.69 1298038.05 ° 3133132.60 200,00 33.84 16.96 PT 1 30 26+38.57 1298040.97 3133149 31 PC 143 27+50.76 1298061.99 3133269.67 PI I 3328+17.42 1298071,74 3133325.50 300.00 112.01 56.67 . PT 143 28+72,77 1298060,46 3133381,03 PC 143 29149.08 1298046,27 3133455.81 _ PI 1 1-0 29+57,00 1298043.69 3133463..58 200.00 15.84 7.92 PT I 143 29464.92 1298041.50 3133471.19 PC I H3 30+21.58 1296025,86 3133525.65 PI 143 30480.42 1296009.62 3133582 20 200.00 114 46 5884 PT I 4331+36.03 1298026.59 _ 3133638.54 PC 143 32+84.50 1298069.42 3133780.70 PI H3 33+15,23 1298478.28 3133810.13 200.00 61.00 30,74 PT 143 33+45,49 1298977.90 3133840.87 PC 143 35+75.79 1298075,04 3134071.15 PI H336435.68 1298074.59 3134132.03 100.00 109.38 60,88 PT 113 36+85.17 1298128.47 3134160.38 PC 193 36+89.63 129813242 3134162A6 PI 33 37+24.73 1298163,48 3134179.80 I 300.00 69.89 3x10 PT 113 37+59.52 1298197.48 3134187.54 ' PC 30 38+36.38 1298270.6 3134206.41 PI 143 38+49.79 1298284.92 3134210.00 100,00 28.61 14,41 113 38+64.00 1298297.29 3134217.37 PT H3 38+67.57 1298300.36 3134219.20 PC PI H338+75.03 1298306,76 3134223.02 30.00 14.61 7.45 PT 4338+82.78 1298314,21 3134223.40 POE 143 39+31.88 1298363.84 3134225.90 VERTICAL CONTROL (H3) POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH POB 3310+00.00 4877.07 PVI 17310+23.39 4877.66 2.53% 23.39 PV1 H310+76.39 4877,43 444% _ 63.00 PYI 14311+18.73 4876.55 -209% 42.34 PVI 4311 +92.71 4876.06 466% 73.97 Awl H312+10.89 4874.92 ' -6.25% _ 18.18 PIA 11312+89.54 4873.42 -1.91% 78.65 PVI 11313+22.27 4872.87 -1.67% 32.73 PVI 3314+21.84 .4870.83 -2.06% 99.56 PVI RI 14+45.48 4871.46 2.69% 23.64 PVI H314+72.75 4870.96 -1,83% _ 27.28 PVI I-314+94.67 4871.46 229% 21.62 11315+04.12 4873.19 18.11% 9.68 PUN PVI I -C 15+30.94 487327 048% 25.82 PVI 143 15+99.14 4874.97 2.33% 68,19 PVI 3318+24.17 4875.18 0.10% 225.04 PVi 14319+18,74 4872.09 -3.27% 94.56 PVI 11322+15.26 4871.99 -0.03% 296.53 PVI 143 22+86.07 4871.11 -1.24% 70.81 _ PVI H323+83.13 4868.25 -2.95% 97.06 PVI H3 26+08.28 4868.17 -0.04% 225.15 PV1 H326+24.19 4869.12 6.00% 15.91 PV1 113 27+11.71 4868.72 -0.45% 87.51 PVI 4328+24.68 4869,28 0.49% 112.97 PVI 1-13 28+77.98 4859.76 0.90% 53.30 PVI 143 31+89.06 _4870.39 0.20% 311.07 PVI 143 33+06.81 4870.95 0.47% 117.76 PVI 143 34+9536 4870.95 0.00% 198.55 PVI 113 35+84.90 4870.97 0.02% _ 69.54 PVI Fi3 36+60.50 4868.14 -3,7696 76.60 PVI 143 38+25.98 4867.97 -0.10% 165.48 PVI 3338+54.30 4869.01 3.67% 28.32 PVI 143 38+75.34 4866.98 -0.12% 21.04 PVI 143 39+13.53 4869.19 0.54% 38.19 POE 143 39+31.88 4868.68 -2.79% 18.36 SEE DWG CL -03 TOP OF BANK HORIZONTAL CONTROL 144) POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT POE H4 10+00.00 1297993.79 3131526.59 PC H410+24:81 1297989.58 3 t 31551.04 H410+32.83 1297988.19 3131558.94 80.00 15,88 8.02 PI PT H4 10+40.60 1297988.41 3131566.96 PC H4 10+51.00 1297988.70 3131577 15 PI 4410+71.32 1297989.27 3131597.47 80.00 39.60 20.32 PT H4 10+90 7$ 1297980 08 3131615 59 PC H411+89.40 1297935,49 3131703 53 PI H412+16.10 1297923:42 3131727 34 120.00 52.54 26.7.0 PT 4412+41.94 1297922 58 3131754:03 PC k4 13+23.61 1297920.01 3131635.86 Pt 14413+42.38 1297919.42 3131854.42 120.00 37.24 18.77 PT H4 13+60.85 1297924.58 3131872.46 PC 11413+96.69 1297934.45 3131906.92 P1 H415+00.43 1297963.00 1297949,53 3132006 65 500.00 204.57 103.73 PT 4416+01 26 3132109.51 PC H417+79.85 1297928 33 3132268 58 PI H418+07 50 1297922.74 3132314 00 500.00 55.24 27.65 PT H418+35.09 12971122.19 3132341 64 PC 114 19089.48 1297919.53 3132476.01 PI H4 19+95.09 1297919.02 3132501.61 500.00 51.1$ 25.61 PT H4 20+20.66 1297921.14 3132527.14 PC H4 20+89.69 1297928.83 3132595.93 P1 H4 21+10.35 1297928 53 3132816 52 500.00 41,29 20.65 PT H4 21+30.98 1297926.53 3132637.17 ., PC 14 24+40.36 1297926.53 3132946.56 Pt H4 24+62.76 1297928,53 3132968.96 100.00 44.08 22.41 PT 144 24+84,44 1297938.09 3132989.22 _ PC H4 25+42,26 1297962.76 3133041.51 Pt H4 26+01.18 1297987.90 3133094.80 500.00 117,31 58.82 PT H4 26+59.56 1297999.97 3133152.48 PC H4 27+20..18 1298012.38 313321181 _ PI H427+71.92 1298022.98 3133282 45 500.00 103.11 51.74 PT 144 28+23.29 1295022.98 3133314.19 PC H4 20+26.76 1298022 96 3133317.68 PI H4 28+62.94 1298022.98 3133353,84 300.00 71.97 36.16 PT H4 28+98.76 1298014.38 3133388.97 PC 144 30+38.66 1297981.09 3133525,06 _ PI H4 31+12.51 1297963.59 3133596.60 300.00 144.44 73.85 PT 44.31+83.30 1297961.21 3133688.11 PC 144 32+97.36 1298008.49 3133775.66 P1 H4 33+32.78 1298018.96 3133813 23 300.00 70.46 35.39 PT 144 33+87.82 1298017.20 3133646.62 PC 144 3S+71,64 1298018.56 3134052.43 P1 44 37+02:87 1298019.43 3134183.66 170.00 223.52 131 23 PT H4 37+95.16 1298146.61 3134216.04 PC H4 38+75.28 1298224.23 3134235.80 PI H4 39+06.80 1298254.80 3134243.58 200.00 62.56 31.54 PT H439+37.82 1298291.48 1298291 66 3134260,39 PC 144 39+49.85 3134286.80 PI H4 39+60.58 1298300.74 3134272.52 40.00 20.97 10.73 PT H4 39+70.82 1298311.46 3134272.93 POE H4 40+18.17 1298356.78 313427433 VEATICAL CONTROL [H43 POINT TYPE STATION ELEVATION TANGENT GRACE TANGENT LENGTH PO@ H410+00.00 4866.28 PV1 14410+69.92 4864.80 -2,10% 6992 PVI 114 11 +29.93 4865.21 0.68% 60.01 PVI 11442+04.95 4864.35 -1.15% 76.01 PVI 31412+31.31 4862.89 -5.52% _ 26.37 PVI 14413+34.97 4862.71 -0.18% 103.65 P41 H417+54.01 4862.27 -0.10% 419.05 PVI + 144 20+47.39 4862.09 -0.06% 293.37 PVI 144 21+34.10 4961.14 -1.10% 86.72 114 21+98.55 461.14 0.00% 64.44 PV1 PVI 114 22+11.28 48622 09 7.'50% 12.73 PVI 114 24+10.97 4861.88 -0.12% 199 69 PVI 34 24+55.52 4860.02 -4.11% 44.55 PVI 144 25+31.10 4858.99 -1.37% 75.56 PVI 114 27+54.25 4859.39 0.18% 225.15 PVI 114 31+24.61 4858.83 -0.15% 368,36 PVI 14431+7860 4857.16 -3.10% 53.99 PVI H4 33+29.07 4855 88 -0 85% 150.48 PV1 44 35+60.62 4857.28 0.60% 231.54 PVI 114 36+11.54 4857,92 1.25% 50.92 PVI 14139+40.11 4858.00 0.02% 328.56 PVI 11:1 39+58.53 465611 493% 18.41 POE 144 40+18.17 4856.89 -0.03% 59.65 SEE DWG CL -03 TOE OF BANK m It w Z -A 6 0 w 0 ENGLEWOOD CO 80112 O z a 2 C tg m: z 0 ®CHMI HILL 2016. ALL RIGHTS RES C 0 E Dl •(-Jai RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH w J LLI Z LLI VERIFY SCALE BAR IS ON NCH ON ORIGINAL DA/NA.u6. 0�1 DATE JULY 2016 PROJ 653819 DWG G-016 SHEET 16 of 103 H a LLI 2 U 0 C z 0 p O z 0 $PWURL $PWPATH FILENAME: SSR-FD-G-016.dyn PLOT DATE: 2016M}7%29 PLOT TIME: 6:12:05 AM HORIZONTAL CONTROL (A4W) POINT TYPE STATION NORTHING EASING RADIUS LENGTH TANGENT POB AAW 10+00.00 1297441.31 3131785.08 PC MW 10+17.62 1297457.69 3131771.58 _ PI MW 10+33.92 1297472.84 3131177.57 80.00 3217 16.31 PT MW 10+49.79 1297489.15 3131777.17 PC MW 11+34,89 129757422 3131775.09 P) A4w 11+46,31 1297585.63 3131774.81 80.00 22.68 11.42 PT MW 11+57.57 1297596.51 3131771 35 PC MW 11+86.72 1297624.29 3131762.51 PI , MW 12+17.56 1297653.69 313175317 60.00 58.86 30.83 PT 9,499 12+45.58 129768123 3131765.96 PC A4W 12+51.06 129768622 313176823 PI MW 12+86.31 1297718.79 3131782.86 150.00 6924 3525 PT MW 13+20.30 129774049 3131810.23 PC MW 13+56.16 _1297763 58 3131838.08 PI MW 14+00.38 1297791.44 313187243 150.00 86.01 44,22 PT MW 14+42.17 1297796.20 3131916 39 PC MW 15345.23 1297807.32 3132018.85 PI AAW 15376.24 1297810.66 3132049-68 30000 61.80 31.01 PT MW 16+07_03 1297847.63 3132080,54 PC MW 18+09.41 1297787.83 3132281.95 PI A4W 18+2212 1297786.59 3132294.60 100,00 25.29 12.72 PT MW 18+34.70 1297788.55 3132307.17 POE MW 18+90.65 1297797.19 3132362.44 VERTICAL CONTROL (A4W) PONT STATION ELEVATION TANGENT GRADE TANGENT LENGTH FOB MW 10+00.00 4863.01 POE MW 18+90.65 4862.99 0.00% _ 89065 SEE DWG CL -03 EXST GROUND HORIZONTAL CONTROL (A2W1 POINT TYPE STATION NORTHING I EASTING RADIUS LENGTH TANGENT POB A2W 10+00.00 1296852.65 3131868.78 PC A2W 11+02.28 1296948.94 3131703 21 PI A2W 11+35.41 1296980.16 3131714,37 200.40 65.71 33.16 PT A2W 11+67.97 1297013 31 3131714.66 PC A2W 15+41.54 1297386 84 3131720,40 PI A2W 15+6053 1297405.83 3131720.68 100.00 3744 18.99 PT A2W 15+79.08 1297423.40 3131727.91 - PC A2W 16+37.17 1297477,13 3131750.01 P1 A2W 18+47.79 1297456.95 3131754.04 50,00 20.92 10.62 PT A2W 16+58_10 1297497.56 3131753.74 POE A2W 17+17.95 1297557.38 3131752.05 VERTICAL CONTROL (A24V) POINT TYPE STATK)N ELEVATION TANGENT GRADE TANGENT LENGTH POB A2W 10+00.00 4861.92 POE I A2W 17+17.95 4860.98 _ -0.13% 717.40 SEE DWG CL -03 TOE OF BANK HORIZONTAL CONTROL 1A3W) POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT POB A3W 10+00.00 1298566.70 3131425.23 PC PI MW 11+63.09 A3W 12+41.88 1296570.10 1298571.19 3131608.30 3131667.07 80,00 58.78 101.39 PT MW 12+84.49 1298627.60 3131683.59 A3W 15+07.57 1298841.70 3131746.27 - PC PI A3W 15+16.87 1296850.72 3131748.91 500.00 18.79 9.40 PT A3W 15+26.37 1286859.63 3131751.89 PC A3W 16+29.48 1296957.44 3131784.57 PI A3W 16+45.42 1296972.55 3131789.61 100.00 31.60 15.93 _ PT A3W 16+61.08 1296988.48 3131789.72 PC A3W 20+62.59 A3W 20+70.12 1297389.96 3131792.29 P1 1297397,51 3131782.34 20,00 14.42 7.54 PT A3W 20+77.40 1297403.15 3131787.35 PC A3W 22+02.30 1297496.75 3131880.65 PI A3W 22+12.65 1297504.47 3131887.53 100.00 20.61 10.34 PT A3W 22+22.92 1297510 63 3131895.84 PC A3W 22+87.81 1297549.25 3131947.99 PI A3W 23+07.01 1297560.68 3131963.42 100.00 31.94 19,20 PT A3W 23+25.75 1297565.58 3131981.98 POE A3W 25+18.89 1297614.36 313218810 YE RI CAL CONTROL (A3W) PONT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH P0B A3W 10+00.00 4875.07 PVT A3W 15+98.66 4874.51 -0.42% 516.89 PVI A3W 16+65.24 4874.79 0.43% 66.58 PVT A3W 22+28.78 4875.00 0.04% 563.54 PVT A3W 22+44.48 A3W 22+66.28 4875.00 0.01% 16.69 PVT 4873,95 -4.81% 21.80 PV1 A3W 23+0522 4872.84 -2.85% 39,94 POE A3W 25+16.34 4872.89 0.02% 211.12 SEE DWG CL -03 TOP OF BANK HORIZONTAL NORTHING CONTROL WW) RADIUS LENGTH TANGENT POINT TYPE STATION EASTING POB A1W 10+00.00 1296614.22 3131427.50 PC AIW 11+67.23 1296614.22 _ 3i31594.74 P1 A1W 12+12 75 1296614.22 3131640.26 6000 77.68 45.52 PT MW 12+4511 1296658.06 3131652.52 PC A1W 13+35.38 1296744.99 3131676.83 PI A1W 13+43.60 129875309 3131679.10 60.00 16.73 6.42 PRC Al W 13+52.11 1296760.27 3131683.51 PI Al W 13+60,44 1296767.36 3131687,88 60.00 16.56 8 33 R1 W 13+68.87 1296775.38 3131690.15 PT PC R1 W 14+22,02 1296828.72 3131700,67 P1 Ai W 14+34.34 1296834.72 3131706.93 64.00 16.54 8.32 PT Al W 14+38.58 1296843.05 3131706.93 PC Ai W 14+62 81 1296867.30 3131706.93 IN Ai W 14+83.41 1296887.90 3131706,93 120.00 40.79 20.59 PT AIW 15+03.68 1296907.31 3131713,80 PC A1W 15+58.65 1238959,21 3131732,15 PI Al W 15+79.46 1296978.83 3131739.09 120.00 41,21 20 81 PT A1W i$+99.86 1296999.84 3131739.02 PC A1W 19+84.56 1297384.33 3131737.66 _ PI Al W 19+98.14 1267398 52 3131737.61 40. 00 21.26 14.18 PT Al W 20+11,62 1297409 57 3131746.511 PC 010+20+41,50 1297432.68 3131765.12 PI Al W 20+43.18 1297433.97 3131766.16 61.00 3.31 1.66 PT AiW 20+44.81 129743520 3131767.27 PC Al W 21+92.08 1297544,72 3131865.73 PI Al W 22+05.25 1297554,51 3131874.54 60.00 2611 13,17 PT Al W 22+1819 1297880,97 3131886.02 PC Al W 22+50.53 1297576.81 3131914.20 PI AI W 23+27.11 1297614,34 3131980.96 400.00 151.33 76.58 PT Al W 24+01.85 1297624.56 3132056,85 POE Ai W 25+34.40 1297642.25 3132188.21 VERTICAL CONTROL (MW) POINT TYPE STATION ELEVATK)N TANGENT GRADE TANGENT LENGTH POD MW 10+00.00 4865.69 PV1 A1W 11+82.03 4864.60 -0.60% 182.03 PV1 AIW 12+05,46 4864.83 0.95% 23.43 PV% , A1W 12+0917 4865.07 5.43% 441 PVI AIW 12+12.67 4865.94 31.07% 2.80 PVI A1W 12+14.56 4865.88 -3.28% 1,89 PVI MW 12+17.65 4866,58 22.91% 3.09 PVI MW 12+19.68 486622 -17,75% 2.03 PVI A1W 12124.43 4866.38 341% 4.76 PV1 A1W 12+31.53 486527 -15.88% 7.10 PV1 MW 12+51.43 4865.06 •1.08% _ 19.90 PV1 AIW 12+58.69 4864.78 -3.80% 7.26 PVI MW 13+39.56 4864-88 0.12% 80.86 PVI AIW 13+68.67 4866.02 3.93% 29.11 PVI MW 14+22.02 486610 0.15% 53.35 PVI A1W 14+33.58 4865.84 -2.26% 11.57 PV1 A1W 14+48,07 4865.29 ' -4.42% 1249 PVI AIW 14+97.98 4862,00 -6.3396 51.91 PVI A1W 19+89/5 . 486151 -0.10% 491.77 PVI A1W 20+24.02 4863.85 681% 34.27 PVT A1W 21+04.05 4864.80 0-94% 80.03 POE I A1W 25+34.40 486424 0.03% 430.35 SEE DWG CL -03 TOE OF BANK TN. CONTROL (AlE POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT POB Ai E 10+00.00 1297711,43 3134148.77 PC AlE 13+56.25 1297733.05 3134504.37 PI AiE 13+81.56 1297733.38 3134509.67 5.00 6.15 5.31 PT AlE 13;64.41 129772806 3134509.67 POE A1E 13+78.25 129771422 3134509.67 _ VERTICAL CONTROL A1E) POINT STATION ELEVATION TANGENT GRADE TANGENT LENGTH POB ME 10+00.00 _ 4861,17 POE A1E 13+78.25 41361 09 -0.02% 378.25 SEE DWG CL -04 TOE OF BANK a d m ONTAL CONTROL 402E POINT TYPE STATION NORTHING FASTING RADIUS LENGTH _ TANGENT PCB A2E 10+00.00 1297748.66 3134537.41 PC A2E 10+26.12 1297752.84 3134562 79 I PI A2E 10+86.74 1297767.19 313462169 300.00 119.63 60.62 PT A2E 11+45.75 ' 1297803:28 3134670.39 PC A2E 12+78.76 1297882.46 3134777.26 PI Ka 13401.08 1297895 75 313479519 200.00 44.46 22.32 PT A2E 13+23.21 1297904.76 3134815.61 POE A2E 13+69.69 1297923,51 3134858.14 VERTICAL CONTROL (42E) POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH POB A2E 10+00.00 4858.47 PVI A2E 11+45 51 4857.75 -0.68% 105.51 PVI A2E 12+87.65 4856.01 -0:9696 182.14 PVI A2E 13+54.61 4856.54 0.79% 66.96 POE A2E 13+69.69 4856,73 1.27% 15.08 SEE DWG CL -04 TOE OF BANK HORIZONTAL CONTROL (45) POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT POB H510+0000 1296011.21 3134081.45 - PC H513+42.33 1297991.29 3134423 20 PI H513+62.12 1297990.14 3134442.96 50.00 37.69 19.79 PT H5 13+80.02 1298002.82 313445815 PC H5 14+15.33 1298025.45 313448526 _ PI H5 14+29.46 1298034.51 3134496.11 _ 20.00 24.60 14.13 PT H514+39.93 1298047.76 3134491.20 PC 14514+93.31 1 1298097.81 3134472.64 PI 14515+04.25 1298108 06 3134468.84 60.00 21.73 10,93 PT 14515+15.05 1298116.92 3134462.43 PC 14516+10.66 1298194.52 3134406.24 PI H516+18.07 1298200 37 3134402.01 20.04 13.85 7.21 PT 14516+24.70 1298207.55 3134402.49 PC 14516+47.78 1298230 59 3134404.00 PI 14516+65.76 1298248.54 3134405.18 80.00 35.38 17,98 PT _ H5 16+83.16 1298264.25 3134413.93 POE H5 16+92.69 1298272.58 3134 418.56 VERTICAL CONTROL (145) PORT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH POO 14510+00.00 4856.97 PVI H511+53.16 .. 4856.78 -0.12% 153.16 PVI 14513+00.92 4855.83 -0.65% 147.75 PIA H513+07 73 4855 23 -8.67% 682 PVI 1513+50 92 4855.01 -0.53% 43.19 PVI 1513+85 47 4855.51 1.45% 34.55 PVI H514+24.67 4854.89 -2.119% 39.10 PVI 31515+20.04 4855.23 0.54% 100.47 PVI 11515+41.77 4855.37 0.80% I 22.73 Pill H5 15+67.78 4854.83 -2.73% - 20.00 POE 7 _ 11516+9269 4854.96 0.10% 124.91 SEE DWG CL -04 EXST GROUND HORIZONTAL CONTROL (ME) POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT FOB ME 10+00.00 1297725.88 3134534.46 PC ME 10+01.83 1297127.61 3134534 97 , PI ME 10+10.66 129773628 3134537.50 15.00 16.26 9,03 PT ME 10«18.09 1297738.10 _3134545 35 pc ME 10+52.62 1297745.09 3134580.37 PI ME 10+61.48 1297746.84 3134588.85 100.00 17.26 8.68 PT ME 10+70.10 1297750.01 3134596.91 PC ME 11+27.74 1297771.15 3134650.53 PI A4E 11+33.88 1297773.40 3134656.24 140.00 12 26 6.14 _ PT A4E 11+40.00 129777634 3134681.63 PC ME 13+42.30 1297872.99 3134839.35 PI ME 13+47.08 1297875.28 3134643.55 10.00 8.92 4.78 PT ME 13+5122 1297879.98 3134644.41 PC ME 13+62.11 129788070 3134846.36 PI 04E 13+77 97 1297906.29 3134849.21 30.00 29.17 15.85 PT ME 13+91.28 1297912/2 3134883.70 POE A4E 13+91.35 1297912/5 3134863.76 _ VERTICAL CONTROL (ME) POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH POD ME 10+00.00 4861.03 PV1 ME 11+2618 4860.97 -005% 126.18 PVI ME 11+48.78 4661.34 1.82% 20.60 PVI ME 13+42.62 4860.99 -4.18% 19594 PVI ME 13+73.89 485829 462% 3127 POE ME 13+91.35 485799 -1.72% 17.45 SEE DWG CL -04 TOP OF BANK z O a of 2 z Y r U O O w a 9191 5 JAMAICA ST ENGLEWOOD CO 80112 u3 0 z a C 0 E m cJ ©CH:M HILL 2016. ALL RIGHTS RESERVED U z W co © W Cr) J in ¢ C[ < De to F- a 0 I - w w r2 VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING. 0 II=OMMINIi. DATE JULY 2016 PROJ 653819 DWG G-017 SHEET 17 of 103 2 uJ 2 0 O Z 0 p cc I- 2 4 U $PWURL $PWPATH FILENAME: SSR-FD-G-017.3193 PLOT DATE: 2016107129 PLOT TIME: 6:12:44 AM 1 2 HORIZONTAL CONTROL (ME) POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT P09 A3E 10.00.00 1298459/9 3135527.06 PC ME 10428.62 1288487.76 3135525.51 PI ME 10+47.22 129850934 3135524.50 200.00 37.10 18,60 PT A3E 10+65.72 1298524.41 3135520.09 _ PC ME 11+12/3 1298570.09 3135508.93 PI r ME 11+29.59 1298586.46 3135504.92 50.00 32 52 16.86 PT ME 11+45.26 1298601.92 3135511.66 PC ME 13+35.55 1298776,38 3135587.64 PI ME 13+44.61 1298784,69 3135591.26 5000 17.93 9.08 PT ME 13+59.48 1298793.75 3135591.73 PC ME 13+55.72 1288795.98 3135591.84 PI ME 13466.35 1298808.60 3135592.40 50.00 20.95 10.63 PT ME 13+75.67 1298516.07 3135597.22 PC 43E 15+09.78 1298934,66 3135657.64 PI ME 15+20.12 1298944.43 3135662.61 5000 21.55 10.94 PT ME 15+31,33 1298955.31 3135663.05 PC ME 15+47.35 1298971.37 3135663.69 PI ME 15459,69 1298983.71 3135664.18 200.00 24.66 12.35 PT ME 15+72.01 1298996.02 3135663.16 POE ME 18+04.15 1299028.04 3135660.49 VERTICAL CONTROL (A3E) POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH POB A3E 10+00.00 4854.98 PVI A3E 10+70.74 4855.08 0.14% 70.74 PVI A3E 11110.68 4855.50 1.03% 39.94 PVI _ ME 11+23 08 4856.00 4.07% 12.40 PVI ME 11+54.82 4855.89 -0.36% 31.64 PVI ME 11+93.94 4854.97 -Z32% 39,32 PVI A3E 12+5548 4655,38 0.66% 61,54 PVI ME 12+96,69 4855,32 -014% 41.11 PVI ME 13+40.03 4856.29 224% I 43.44 PVI A3E 14+07.98 4855.41 -1.30% 67.96 PVI ME 14+80 73 4855.02 -0,53% 72.75 PVI ME 15+04.39 4855.10 031% 23.66 PVI ASE 15427.02 4855.88 3.47% 22.62 PVI ME 15+67 64 4855.54 -0.83% 40.62 PVI ME 15+77.41 4854.97 -5.88% 9.77 POE ME 16+04.15 4854.93 -0.16% 26,74 SEE DWG CL -04 TOE OF BANK HORIZONTAL CONTROL (ME) POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT POB A5E 10+00.00 1298453.87 3135592.13 ,. PC ME 10+27.98 1298479.68 3135581.74 PI ME 10+50.95 1298500.09 3135573.21 100.00 45,16 22.97 PT 0.4E 10+73.14 1298523.90 _3135574.85 PC ME 10+96.51 1298547.21 3135578,51 PI ME 11+21.78 1298572.42 3135578.31 300.00 50.43 25.27 PT ME 11+46.94 1298596.97 3135584,31 PC ASE 12+94.03 1298739,86 3135619.18 PI ME 13+10.63 1298756.00 3135623.12 300,00 33.16 16.61 PT A5E 13427.21 1298771.60 3135628,81 PC A5E 14+87.81 1298922,47 3135683.88 PI A5E 14+98.19 1298932.21 3135687.43 100,00 20.68 10.38 PT ME 15+08.49 1298942.48 3135685.91 PC ME 15+33.21 1298986.96 3135692.44 PI ASE 15+44.41 1298978.04 3135694,04 100.00_ 22.30 11.20 PT ASE 15+55.51 1298969,20 3135693.15 POE A5E 15*90.71 1299024.28 3135690,34 VERTCAL CONTROL (ASE) POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH POB ME 10+00,40 4865.07 PVI A5E 10+37.22 4865.07 _ 4,01%. 37.22 PIA A5E 10+45.75 4865.21 1.66%_ 5.53 PV1 ME i0+56,83 4865,23 0.19% 11,08 PV1 ME 10+7211 485416 -1.75% 15.28 PV1 ME 11+12.85 4885.08 0.28% 40.74 PVI ME 11+38.04 . 4865.70 2,4T16 26.18 PV) ,15E 11+64.24 4885.47 -0.88% 2620 PV1 ME 11+91.31 4883.57 -7.01% 27.07 PO ME 12+05,40 4881.18 -17.62% 13.69 PVI ME 12+26.46 4861.00 -074% 21.47 PVI AME 12+88,09 4861.00 0.00% 61.63 PV1 ME 13+OS,09 4861.73 4.28% 17.00 PIA A5E 13+17,85 4863.43 1335% 12.77 PV1 A5E 13+4824 4863 91 1.58% 30.36 PVI A5E 14+02.06 4863.20 1,32% 53.84 PVI ME 14+14,68 4863.62 3.28% 12.60 PVI ME 14441,03 4863.52 -0.38% 26.35 PVI ME 14+51,43 4863.81 2;84% 10.40 PVI ME 14+52.52 4862.39 11.09 -12.6636 PVI ASS 14+613,67 4862.43 0.73% 6.15 PV1 A5E 14+82.96 4863.42 6,91% 14.29 PIA A5E 18+03.32 4864.08 3.25% 20.36 FAA A5E 15+40.31 4863.72 -0.90% 36.99 PIA A5E 15+59.91 4863:96 1.25% 19.60 POE ME 15+90.71 4863.59 -1.21% _ 30.80 SEE DWG CL -04 TOP OF BANK HORIZONTAL CONTROL (ABEL POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT POB ME 10+00.00 1298652 54 3135633.51 AGE 10+05.69 1298852.54 3135627.81 PC PI ME 10+12.12 1298652.54 3135621.38 5.00 9.10 6.43 PT ME 10+14.79 1298658.77 3135622 97 PC ME 10+92.18 1298733.78 3135642 02 PI ABE 11+03.06 1288744.32 3135844 70 20.00 19.93 10.88 PT A5£ 11+12,11 1298747.80 313565501 POE ME 11+14.66 1298748 62 3135657 43 WHTIC Al. CONTROL (A6E POINT STATION ELEVATION TANGENT GRADE TANGENT LENGTH POB ABE i0+00.07 4860.98 POE ME 11+14.66 4861.09 0.10% 114.58 SEE DWG CL -04 TOP OF BANK ty. - Gtr 4.'641.4'0 N' 0 N DOCUMENTS REUSECf°OCINENTS. TIIS-COCtJMENT.NOTHE I ANDCES1QNSI"4CUSiEOH EIR AS4P1IMMINENTOFPROFESSIONAL ER57CESSTHE PROPERTY (�9CH2MHILL 2016. ALL RIGHTS RESERVED 2M CHHILL AND IS NOTTO BE USED. IN WHOLE OR P4 PN3T. FOR ANY OTKER PRC itCT WIT1+OUDIHE WRITTEN 7WTHCRIZAT1OM OF CH2M HILL IAPVDI APVD 0 ELSNER REVISION w aqq s u z I O C as6N FLAMBRECHTSEN w 4 O 0 z RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH GENERAL CONTROL TABLES I O I- 0 Ct I- ( Z LQ _O $PWURL SPWPATH FILENAME: SSR-FD-G-018,dgn PLOT DATE: 2016\07129 PLOT TIME: 6:13:18 AM 1 HORIZONTAL CONTROL (MAINTENANCE ROAD FROM ZLATEN DRIVE) POINT TYPE STATION NORTHING I EASTING RADIUS LENGTH TANGENT P00 10+00.00 1298627.84 3129028.45 PC 12+04,54 129844272 3129115..84 I'll 12+1627 1298432/1 3129120.86 40.00 22,82 11.73 PT 12+27.35 1298425.90 3129130.80 12+96.77 1298389.62 3129188.80 PC PI 13+18.58 1298377.53 3129208.14 40.00 41.46 22.81 PT 13+37.22 1298354.73 312920758 PC 13+61.15 1298330.81 3129207.00 PI 13+79.49 1298312.47 3129206.55 100.00 36.28 18,34 PT 13+97.43 1298295.49 3129199.62 PC 15.02.44 1296198.25 3129159.96 PI 15+12.67 1298188,78 3129156.10 20.00 18.91 10.23 PT 15+21 3,5 1298180.11 3129161.52 PC 15+83,46 1298127.42 312919440 P! 16+03.35 1298110.54 312920494 100.00 39.28 19.89 PT 16+22.73 1296098.99 3129221.13 PC _ 16+28.51 1296095.63 3129225.82 PI 16+79.98 1298065.72 3129267.72 100.00 95.08 51.48 PT 17+23.58 1298014.24 3129267.72 PC 17+72.26 1297965.56 3129267.72 PI 18+15.28 1297922.55 312928732 100.00 81.24 43,01 PT 18+53.61 1297892.97 3129298 95 POE 18+74.13 1297678,78 3129313.92 . SEE DWG C-004 AND CS -07 3 HORIZONTAL CONTROL (MAINITENANCE ROAD WEST OF BRIDGE) POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT P08 10+00.00 1298291.88 3129853.94 PC 12+64.72 1298059.50 3129510.31 PI 12+91.69 1298046.68 3129495.58 200.00 54.00 21.17 PT 13+16.73 1298028.82 3129475.28 PC 16+60.41 1297801.44 3129220.06 PI 17+02.88 1297773.20 3129188.34 100.00 80.32 42.47 PT 17+40.74 1297776.42 3129145.99 POE 18+96.28 1297768.22 3128990.91 • • SEE DWG C-004 AND CS -07 HORIZONTAL CONTROL (PRE -FLOOD WEST OF BRIDGE) POINT -TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT POB 10+00.00 1296051.37 3128960.10 PC 11+43.11 1297937.31 3129046.54 PI 12+33.95 1297864.92 3129101.41 100.00 147.48 90.84 PT 12+90 59 129791260 3129178 73 PC 13+76.77 1297957.83 3129252.08 PI 14+82.29 1298013 22 3129341.90 100.00 162.45 105,52 15+39.22 1298099.93 3129281.77 PT PC 15+67.67 1296123.31 3129265.56 PI 16+14.79 1298162.03 3129238.71 50.00 75.57 47.12 PT 16+43.25 1298191.13 3129275/7 PC 17+45.69 1298254.40 3129356.34 PI 17+89.41 _ 1.298269.05 3129374.99 60.00 44.29 23.72 PRC 17+89.98 129829176 3129375.46 PI 18+09.12 1298311.89 3129375 82 50.00 36,56 19.14 PT 18+26.54 1296325 09 3129388.87 PC 18+61.46 1298388.07 3129426.32 PI 19+10.13 1296387.04 3129445.87 1O0.O0 55.84 28.87 PT 19+37,30 1298394.46 3129473.56 POE 20+27.10 1298417 72 3129560.29 SEE DWG C-004 AND CS -08 HORIZONTAL CONTROL (MAINTENANCE ROAD EAST OF BRIDGE) POINT TYPE STATION NORTHPG EASING RADIUS LENGTH TANGENT POE) 10+00.00 1298298.33 3130319.07 PC 10+75.02 1298243.80 313037O.59 Pi 10+84.36 1298184.32 3130445.68 400.00 213.46 109.34 PT 12+88.46 1298057.70 3130469.89 PI 13+78.09 1297970:31 3130489.74 _ PC 14+59.02 1297691.40 3130507.64 PI 14+84.36 1297866.68 3130513.25 25.00 39.61 25.34 PT 14+98.63 1297072 62 3130537.89 PI 15+20.30 1297877.71 3130558.95 _ PC 15+41.97 1297882.79 3130580.02 PI 15+46.28 1297883.80 3130584.21 20.00 8.49 4.31 PT 15+50.46 1297883.00 3130588.45 PG 15+60.95 129788104 3130598.76 PI 15+75.42 1297878.34 3130612.97 80.00 28.63 1447 PT 15+89.58 1297870.83 3130625.34 PI 16+04.24 _ 1297863.22 3130637.86 PC 16+18.89 1297855.61 3130650.39 PI 16+39.12 1297845.12 3130667.63 60.O0 39.62 20.23 PT 16+58.62 1297844.10 3130687.88 POE 17+01.37 1297841.94 3130730.68 I SEE DWG C-OO7 AND CS -07 HORIZONTAL CONTROL(GREENWAY TRAIL POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT P08 GT 1O+OO.OO 12O8549.4O 312968828 PC GT 10+95.83 129845O.72 3128872.18 PI GT 11+12.13 1298434.45 31298731O 300.00 32.57 16.30 PT GT 11+28.4O 1298418.17 3129672,25 PC GT 13+436.55 1298160.34 3129659.83 PI GT 13+72.91 1298173.99 3129859.50 1000.00 12.72 628 PT ST 13+79.27 1298167.64 3129859.O8 PC GT 16+1O.35 1297937.O6 3129844.10 P1 GT 16+11.34 1297838.07 3129844.04 100.00 1.98 0,99 PT GT 16+12 33 12.97935.08 3129843.99 PC GT 19+44.28 12976O348 312982904 PI GT 19+60.28 1297587.48 3129828.32 5O.OO 31.00 18.02 PT GT 19+75.26 1297574.88 3129618.43 PC GT 2O+O5.O4 1297551A4 3129600.06 PI GT 20+24,11 1297536.44 3129788.20 100.00 37.67 19.06 PT GT 2O+42.72 1297528.82 3129771.83 PC GT 23+11.18 1297391.34 312954O.O(3 P1 GT 23+28.22 1297383.75 5129527.O8 200.00 30.00 15.03 PT GT 23+41.19 1297378.19 ' . 3128513.12 PC GT 24+18.61 1297 350.29 3129443.O5 Pt GT 24+24.50 1297347.37 3129435.72 500.00 15.77 7.89 PT GT 24+32.38 1297344.89 . 3129428.31 PC er x+18.99 1297281.15 3129252.85 PI GT 27+44.42 1297236.44 3129134.91 200.00 224.O6 125.43 PT GT 28+43.05 1297113.68 3129122.01 POE GT 28+58,00 1297098.81 3129120.47 SEE DWG PP -01 THRU PP -04 HORIZONTAL CONTROL (MAINTENANCE ROAD FROM COUNTY ROAD 7) POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT POE 10+00.00 1299566.48 3136804.53 PC 10+48.06 1299576-92 3136851.63 Pi 10+89.'50 1299568.67 3136892.24 150.00 60.87 41.44 PT 11+26.93 1299582.44 3136931.33 PC 12+34,37 1299617.48 3137030.78 PI 12+67.91 1299628.65 I 3137062.47 115.00 65.37 33,60 12+99.74 1299655.11 I 313708316 PT PC 14+17.53 1299747.90 3137155.71 PI 15+01.49 1299814.04 3137207.42 100.00 139.68 83.86 PRC 15+57.21 1299774.56 3137281.52 PI 15+65.53 1299770.64 3137288.86 10000 16.60 6.32 PT 15+73.81 1299768.00 3137296.75 PC 15+99.06 1299759.97 3137320.69 PI 16+24.15 1289751.99 3137344.47 90.00 48.93 25.08 PT 16+47.99 1289732.87 3137360-70 POE 17+18.08 1299519.42 3137406.05 SEE DWG C-014 AND CS -08 n. ti, N r DOCUMENTS REUSE OF DOCUMENTS: TMIS. COWAN'''. NO THE ICEAS AND WHIM NJCORPLM,AOED 1€RE N. AS .S$iPROJECT INSTRUMENT OF WRITTEN NPW ITHORCE. IS SN@ CNN.'PROPERTY Q CR211 Hpl 2010, ALL RIGHTS RESUMED. CH2M MILL AND IS NOT TO BE USED, 01 Wb4O$. E OR N PART, FOR ANY OTHER P,aO3EGT WUBQUT THE LM'RTTTE.\ m MBRITAf0V OF cs141.! icw 0 a APVD D ELSNER m REVISION ai o. U 4 sd X O DR - M MONAHAN DSGN FLAMBRECHTSEN D O z RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH GENERAL MISCELLANEOUS CONTROL TABLES O li— M CONST PWURL $PWPATH FILENAME: SSR-FD-G-01949n PLOT DATE: 201607129 PLOT TIME: 6:13:53 AM 1 TREE INFORMATION TABLE Number Tree Type VVidth (DBF) Stem Type Action TPZ Radius (ft) 4 Northing Ea sting 1 Cottonwood 4 G (5) Remove 0 1296735.51187 3130109.51293 2 Peach Willow 6 MS Remove 0 1297040.16110 3132618.81083 3 Cottonwood 4 G (12) Remove 0 1297006.17817 3132556.65522 4 Peach Willow 6 MS Remove 0 1295997.50594 3132603.68971 5 Peach Willow 5 MS Protect 10 1296941.54005 3132627.08628 6 Peach Willow 6 MS Protect 10 1296923.86168 3132624.77706 7 Peach Willow 5 MS Protect 10 1296901.53485 3132628.80708 8 Cottonwood 32 S Remove 0 129728326947 3130610.07985 9 _ Cottonwood 20 s Remove 0 1297281.06673 3130596.37207 10 Cottonwood 12 G (3) Protect 0 1297286.54416 3130618.69286 11 Cottonwood 23 G (2) Protect 0 1297295:38949 3130640.40817 12 Cottonwood 12 S Protect 0 1297295.26436 3130650.55669 13 Cottonwood 16 $ Protect 0 1297308.79408 3130681.48442 14 Cottonwood 15 S Protect 0 1297317.80911 3130687.40792 23 Cottonwood S Protect 0 1297321,17779 3130806.82718 12 24 Cottonwood 14 G (5) Protect 0 1297310.48951 3130820.14776 28 Cottonwood 16 s Protect 0 1297315.12195 3130882.43074 35 Cottonwood 10 G (2) Protect 0 . 1297306.43077 3130979.03566 36 Cottonwood 12 S Protect 10 1297313.14320 3130995.40305 37 Cottonwood 13 s Protect 10 1297303.47549 3131019.41 164 57 Cottonwood 17 MS Protect 13 1297752.97765 3126127.77122 58 Cottonwood 13 s Protect 10 1297753,40575 3128103.94084 59 Crack Willow 0 G (4) Protect 0 1297755.11889 3128108.66910 60 Cottonwood 8 8 Protect 10 1297744.28727 .3128103.68609 61 Cottonwood 14 S Protect 11 1297850.78295 3127974.77092 62 Crack Willow 0 N/A Protect 0 1297856.92681 3127944.52919 63 Peachleaf Willow 6 G (6) Protect 10 1297834.28006 3127974.65423 64 Peachieaf Willow 9 G_{2) Protect 10 1297839.77488 312799315302 65 Peachiest Willow 7 G (5) Protect 10 1297746.89171 3128162.67271 66 Cottonwood Protect 10 1297742.93564 3128172.24715 8 G (7) 67 Cottonwood 15 G (6) Protect 11 1207741.28541 3128182.69156 68 Crack Willow 0 G (5) Protect 0 1297792.95138 3128160.27835 69 Siberian Elm 0 G (8) Protect 0 1297798.98359 3128176.41760 70 Cottonwood 15 s Protect 11 1297788.56259 3128214.40936 71 Cottonwood 10 G(8) Protect 10 129777628768 3128234.12183 72 Cottonwood 8 s Protect 10 129778936411 ' 3128237.57522 73 Siberian Elm 0 G (?) ' Protect 0 1297801.64623 3128238.24868 74 Cottonwood 14 S Remove 0 1297706.55557 3128267.64370 i 75 Cottonwood 10 S Protect 10 129769672858 3128269.50359 76 Cottonwood 8 s Protect 10 1297693.05457 3128276.45541 77 Cottonwood 11 S Protect 10 1297693.80158 3128283.79357 78 Cottonwood 9 $ . Protect 10 f 1297691.84795 3128287.73427 79 Cottonwood 18 S Protect 12 1297661.15186 3128293.27515 80 Cottonwood 10 i s Protect 10 1297679.44880 3128294.77867 81 Cottonwood 14 S Protect 11 1297672.27657 3128299.70456 82 Cottonwood 16 R s Protect 12 1297673.26083 3128307.58039 83 PeachteafOAIlow 7 s Remove _ 0 1297461.57795 3128454.53426 84 Crack Willow 0 N/A Protect 0 1297542.56579 3128505A6925 85 Peachieaf VWtillow 6 G (5) Remove 0 1297272.73193 3128716.30914 86 Peachieaf Willow 8 G (5) Remove 0 1297236,84523 3128728.64401 87 Cottonwood 14 Remove 0 1297201.31784 3126756.55576 S 88 Cottonwood 10 S Protect 10 1295716.55021 3127034,51670 89 Cottonwood 12 s Protect 10 1295718.86779 3127054.53540 90 Box Elder/Maple 5 $ Remove 0 1296413 24663 3127362.56470 91 Cottonwood 32 s Protect 24 1297595.53072 3132469.37533 94 Cottonwood 5 s Remove 1297464.70736 3128483.63134 0 1101 Other 0 S Protect 0 1295617.64682 3126603.31679 1102 Cottonwood 0 G (2) Remove 10 1295875.05338 3126070.24597 1110 Other 0 G (3) Remove 0 1297304.69830 3130959.24174 NOTE: 1. SOME TREES MAY NOT BE SHOWN ON PLAN VIEW. N DOCUMENTS REUSEDE DODDL1ENTS: THIS DCCULIEHT. MO THE IDEAS MD DESIGNS INC-WOWED PAR , FOR HEREIN- AS R hrSTR IVEUT OF PROFESSIONAL SERVICE, IS THE PROPERTY Oa RJCH2M HILL 20W ALL RIGHTS RESERVED CH2LI HILL ANO tS HOT TO ®e USED. RI vh p4E UTt 154 PART, FOR Amy DITHER PROJECT WITHOUT TrF WRITTEN ALI TTid WAtION OF CH2M HILL NO. DATE REVISION BY APVD DSGN OR CHK APVD F LAMSRECHTSEN M MONAHAN A COOK b ELSNER C 0 E RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH GENERAL TREE TABLE RUCTKO CONST PWURL $PWPATH FILENAME: SSR-FD-G-020.dgn PLOT DATE: 201fi107129 PLOT TIME: 6:15:42 AM 1 2 3 I 4 ' I 6 - I I f4 N • W a GREEN WAY TRAIL AND ACCESS REPAIRS �{ LIMITS Of CONSTRUCTION el) r • b� I, 5. ALL RIGHTS RESE TYPE NORTHING EASTING , START/END �.k �• y'y� REMOVE AND REPLACE CULVERT (CONTRACTOR TO VERIFY SIZE) 1299358.49 3128566.18 CULVERT REMOVE AND �i PROPERTY BOUNDARY ! REPLACE 0 540 1000 1500 - �; .�••. ' TRAIL REPAIR #1- REMOVE AND CULVERT 1296464.66 3127805.02 START ■IIIMOMPP ■ ■ ■ ■ 1 =500 '+" CH2M FILL 201 REPLACE CONCRETE SIDEWALK TRAIL REPAIR#1- END 1296415.07 3127851.92 END GATE - BY APVD'. /D D ELSNER A CRUSHER FINES REPAIR #1 -ADD REPLACE CRUSHER FINES TRAIL PER 1296512,89 3127794.78 START STANDARD DETAIL 601.01 PROPOSED CONSTRUCTION CRUSHER FINES REPAIR #1- END 1296401.92 3127902.67 END PROPOSED PERMANENT ACCESS OFF OF COUNTY ROAD 5 ACCESS STATE HIGHWAY 119 TRAIL REPAIR #2 - REMOVE AND 1296291.14 3129064.61 SINGLE SLAB BETANCOURT PROPERTY MAINTENANCE ..... 4....- • ... f. REPLACE CONCRETE SLAB �� - TRAIL REPAIR d3 REMOVE AND 119 s 1296290.25 3129086.00 START - HIGHWAY REPLACE CONCRETE SIDEWALK CONSTRUCTION i s x MARKERS gg T{tAILREPAiRIt3 END 1296415.07 3127851.92 END {,� REPAIR I o E CRUSHER FINES #2 - a ADD/REPLACE CRUSHER F INES TRAIL 1296296.42 3129089.31 STARTS I �' t PER STANDARD DETAIL 601.01 4. "^ ' • . I V DETAIL z CRUSHER FINES REPAIR#2- END 1297100.82 3129115.42 END ��, : o , !; + '' p NOTE: CONTRACTOR TO VERIFY REPAIR LOCATIONS WITH OWNER. NTS CONSTRUCTION ROUTE. TYP '�,fj7� � 7,''14j: + - . S� .• ',` ' w ,1 ;• w r }1.; ,�� _ = fC t , W 11111111 ■ E ►t 44}} N AINTENANCE ACCESS b. ^ • • OFF OF 2LATRN DRIVE. + I d v •• +^ < / . 2 tax _, i � ?�lAihITENANCWICCE5 � S3FF 1?F CQUNTY'#i. !+b 7 • .3 I ' _ — •�k, I GATE + • �LA N � f {GATE A�r1EUIF�Eb)„cx .• . 1N1ERSECTI IS OUTSIDE OF '�o R MAINTENANCE ROAD, O t� GATE y CITY OF LONGP�IONT s ;%` AERIAL IMl ii ICY I tli a IS RESIDENT ACCESS TO AND FROM f "• R rr 1 HAYES I I' CITY OF LONGMONT I 131308300031 COt+1 CTOR 40 i1UILD r ` [ ITY OF LONGI.ION� p t313DE±200008 v ',TED HEREIN. FOR ANY DINE PESCHEL PROPERTY SHALL BE t' CONSTRUCTION ACCESS 131308000033 I 131348300032 I ONE F THE TWO ACCESS DATE - — MAINTAINED DURING CONSTRUCTION I I OFF OF SANDSTONE DR f 1 ' .t ROADS INDENT IFIEO BY OWNER GATE - w X i GATE ' y '� ra GATE I• ra I� air—a�r.r i irml 1:, w �� GATE] �, p ', 1 ` / •+ ' AM Is - . — z o f t — — •. - - 9191 S JAMAICA ST ENGLEWOOD CO 80112 Fre DOCUMENT. AND IFt IDEAS AND DESIGNS 1 H2M HILL AND IS NOT TO BE USED. 04 WHOLE ^` ` CITY OF LONGMONT , ♦ ~ 2 Z i' `r�. ,+ 4/47.1.. +•' ,�y� W'4� F. , ( ` rI.•J_ CITY OF LONGMONT 13130730064 J. r''...i.• °t R�4 ;..1 I: Ii* 'Cry OF LONGMONT • 711307501402 �' ! • CITY OF LONGMONT 131307000061 , I " r i. '' t ' •� I 131367000058 *, �' GATE �' I + .ia Ili. � � h•I . .►1.44' �� 1 • , .._ • - ILIA I � , / �' ► f � � : j 111. �}�/ A `4 ti 1 "' (,I - { ' i r' (�'� '� - I - L. PO C4r of songmoi ^L/I{• • 'S GU • ' - • • R>; i e �- . (14. Q as >. I= r itifi f wr{ ' :' C'HEL - .• ise, �.Or - M, . . rl•u•III•, , r - CY •- +` ° Vi V f.1.1 tago0634 1 CITY OF LONGMONT r1 H° ei — — — • • h 319 - y 131308300002 C - W I CONSTRUCTION ' ' ,.�+. .�,: ` _- a• �� Q co. TEMPERATURE ' ACCESS OFF OF E COUNTY LINE ROAD I lty CITY OF LONGMONT 131307000062 - I ! CITY OF LONGMONT - . PROCESSING 131308300030 - 131309000003 I I o GREENWAY TRAILHEAD !• CITY OF LONGMONT I I 131307401002 • ` N . " 1 ■ TONE RANCH REAI >AND AN SHALL NOT BE USED ( FOR ACCESS, STAGING OR I WORK AREA, TYP_ CIMAS COLORADO INC!CRUSHER rpriiiiis r- • . • PARKING BY CONTRACTOR FINES X12yIMIL }ti itAGGREGATEINDUSTRIES 131308300001REPAIR e-— 1 • S j /CITY - r IP } o Un CRUSHER FINEs "• air - 1 OF LONGMONT I 1-31307000043 - , : z � Q ¢ Ijj REPAIR AI we co w •'` ti •� J U I— TcanlL REPAIR tl1 TRAIL REPAIR #2 I AGGREGATE INDUSTRIES I. • I. .�'"'• ••• - . I TRAIL REPAIR #3 I \`+.,u3 a t 137317100002 I • Pt ._ HINT VRAIN PROJE CI )VERALL P HAUL RC 0 I. — . LU ' • y v )N DOCUM Dll I IS OM — ,IF] I I +" r LEGEND PROPOSED PERMANENT • •al•MAINTENANCE ACCESS EXISTING PERMANENT MAINTENANCE ACCESS z to w tu PROPOSED CONSTRUCTION Illfril ACCESS OFF OF COUNTY I I ' . PROPERTY LINES rhu T' ROAD 20 1/2 CONTRACTOR I I - VERIFY SCALE TO STAY WITHIN EASEMENT -\ I1 ItS 1I ■ I I ■ 4 i WORK DONE BY OTHERS BAR IS ONE INCH ON 1 / , O�ISIMA1 cMWING. 1 NOTES: : o r \in., DATE JULY 2016 1. MAINTENANCE ROADS CAN ALSO BE USED ACCESS. CO FOR CONSTRUUTION PRO,1 653619 v CGU NTY RD 20 1/2 1 ' — —s--N.N j� 2. CONTRACTOR TO BLADE (ROAD GRADER) EACH 0 ^iy. I ACCESS ROADS/ROU1 ED AFTER THE WORK IS DWG CG -01 - _ r i T - + I` COMPLETE AND PRIOR TO DEMOBILIZATION. Ir I , a SHEET 21 of 103 O — i-' SPWURL $PWPATH FILENAME: SSR-FD-CG-01.dgn PLOT DATE: 2016107\29 PLOT TIME: 6:47:01 AM —•`.i7 II -II --4 i I I ;-�i _C I . LE , • II I I I I I I I I I I 1 mie • Legend Q Project Boundary A EDR Site -••—•- Cultural Site 5WLXXX = Cultural Resource Number $PWPATH le a 1 I 26 A l - — ' -- t r!l+'to !u. usans #H-.! -riPm '- a- 5" 61"" OwM.!i°s"-"'I I I Open Water Water of the US Wetland Seasonal Construction Restriction w f I 4 f /r� r � /1,•"•\s • %, • �� f - _ :f_ ' i _ - _ - �' _: • - _- _ . . --- . --- - i 1(----1---i- - I id i'/'jJ1—Y-k t._.L._1 ,\. 1 • ir:4_'i..iinlistill is: _11.1.,- .1_11111111 iiirr_iii4 el I. — _t_ 1 - -; at.;:441-11-- :Ls: j I!. .-1�-_I..._.I._.LI iL ...1._L_IILi. ea /jt • ,`-11._1._i - ii ` , I r 1tifi1~ I:I LL]Li 1 ,_..1....�l II' I LSW lallalealiSinievirsei oesort 5WL2876. 1 4 giall 1 A5 / I 1 NIFILS 0 S • Hwy 119 • tsar.? aft Mai FILENAME: SSR-FD-CG-02.d9n tea —sJ too 0 I I r 72 I I I I I I II, 0 NTS MOD THE IDEAS Mt INCORPORATED HEREIN, AS AN INSTRUNIENTOF PROFESSIONAL SERVICE_ Tit PROPERTY OF N DOCUMENTS REUSE or occumarrs THIS HRORL A' ISNO TO BE VSEU. IN WHOLE R IN PART FOR ANYOT4ER PROJECT WITHOUT THE WRITTEN RYiHQRSZPT1Q1Or creki MLI. ©CH2M HILL 201E ALL RIGHTS a ARVD D ELSP ER m a U) x CHIC ACOOK OR M MONAHAN OSGN F LAMBRECTHSEN oI d RESILIENT SAINT %/RAIN PROJECT - SANDSTONE RANCH REACH ENVIROMENTAL CONSTRAINTS MAP O N ID re CONSTI PLOT DATE; 2Q16107129 PLOT TIME: 6:47:54 AM $PWURL Sandstone Area Description I 'I 1, r' "f HIGHWAY 119 • •��ti Cut Quantity Fill Quantity Total Rlprap Available Topsoil (cubic yards) (cubic yards) (aticyards) (depth) Watt Pouliot 1518 2 East Revile' South Sri West ert 2258 5465 80422 14510 4520 4018) 5 Brid,ta/Channel 0 0 East Bridge 4552 9289 West Hayes 4957 13563 East Hayes 19408 9334 9 West Aggregate 10 Celt Aggregate 11 Boulder Overf row 3712 315O 37307 11244 13196 250 Foot (YJ5) MO 0 5 Feet 2 Feet 1 Foot fleet 4638 Areabbelow 5023 0.5Feet (A5$WS $140 01.5 Fret (R58.WS) _ 2466 Area 9 Eutaw 6;53 a5Fret (R50,ws) 64.96 0.5 Feet R58.W5 'Nesting raptors have the potential to restrict tonstruaion In all Sandstone work areas. (WS) - Wetland soil (R5)- Requires screening Area 6 - 0.5 Feet at channel, (WS) Requires screening, 2 feet Upland Area8. 0.5 Inn at channel 1 Font with Lnland z N I 1_ ii_ I Ia—I :1 I II ill_ I --• - 1 - III ,- I. Construction Restrictions - No Activity Construction Restrictions on Portions of this Area Potential Restrictions due to Nesting Hawks Sample Phasing for Conctructinn ( I • ii ' _I 71.1._1_ 1 _ Is _.i 'i r 1 -II j- I _ II I; -- I- _;-_ , . I II r . _ �..1_ .1 , _l %, 4 j - r'• • ~ i .y 1 1 t .7 ::.` a 1 v I it .W . f. r I f ?. • i.- - 01 c �(. r /, 11 L �. ` . r r JTttLTl I -` - 5 � Nyli IL V- POTENtiAI RESTrcBoNS• SpringRunoff. Summer Storms Work Done ByOthers Work Done By Others Work Done Ofhen Legend Project Boundary L. Limit of Disturbance Proposed Grading Parcel Boundary Active Nest with Restrictions Inactive/Unknown Seasonal Construction Restrictions 1 October 15 - July 31 February 15 - July 15 While Nest is Active November 15 - March 15, 3:00pm to 10:00am -Valid through December 2016 N - Confirm accuracy and changes with engineer 0 510 1,020 Feet HIGHWAY 119 NOTE: 1.THE NAMING OF THE ZONES ARE FOR LOCATION REFERENCE ONLY AND DOES NOT ASSIGN RESPONSIBILITY TO ANY PROPERTY OWNERS. 2.THE CONTRACTOR SHALL SUBMIT A PHASING PLAN TO BE APPROVED BY OWNER AND OWNERS REPRESENTATIVE PRIOR TO CONSTRUCTION. 3.RESTRICTIONS ARE SHOWN BASED OFF OF ASSUMED CONSTRUCTION ACCESS AND NEED TO BE VERIFIED BY CONTRACTOR. RESTRICTIONS WILL BE UPDATED SEASONALLY. REFER TO CG -03 FOR NEST LOCATIONS. 4.SEE LA -002 FOR PLANTING TIMELINE. IMPORTANT DATES TO NOTE: 1.SPRING RUNOFF APPROXIMATELY FROM APRIL 15TH TO JULY 1ST 2.SUMMER STORMS - APPROXIMATELY JULY 1ST TO SEPTEMBER 30TH 3.DUCK HUNTING SEASON APPROXIMATELY OCTOBER -JANUARY (DUCK HUNTING MAY OCCUR ON THE TEMPERATURE PROCESSING PRIVATE PROPERTY. is it -,W r - REUSE qF OOCUMEHTS: 1t4 OOCVMEMT. � THE W€ASM ) DESIGNS INCORPORATED MERLON. AS AN INSTRUMENT OF PAOi. t4AL �'1CH2M HILL 2016. ALL RIGHTS RESERVED.N DOCUMENTS CN2M HILL *HO t5 NGTTO BE V$EO. IN WHOLE OR IN PART FOR ANY OTHER PROJECT YITTHOVTTHE WRITTEN AUTWCRIZATIQ71 OF CIOIR HILL W 2 co W a $', v 4 )- m V z 5Q ill NI 0 OSZ M MONAHAN DSGN F LAMRRECTHSEN W I- d in Ci z 214WW 9191 S JAMAICA ST ENGLEWOOD CO 80112 s n '` X 4 W 2 qq CY. Z 0tar la; 2I "S 12 z z gd z El J C!) W rr Q CO Z — W (e o u) w W 0 VERIFY SCALE t5AtiISONE INCH ON ORIGINAL DRAWING. r 0 D, Ce o DATE JULY 2016 I-- PROJ 653819 0) DWG CG -03 0 SHEET 23 of 103 U $PWURL $PWPATH FILENAME: SSR-FD-CG-03.dgn PLOT DATE: 2016/07129 PLOT TIME: 6:48:50 AM REQUIREDCOM PACTIONI.ARIAS9YTYPE POINT NO. NORTHING FASTING COMPACTIONITPE LOCATION AEFERNC* BREACHEASI UFPESCHEI 1 3127610 42 1298228 50 COHESIVE 2 3177803.98 1297993.09 3118047.57 129739276 3 4 3128143.86 1297932.40 5 31279+3.43 179BQ5402 8 3127738.64 1290292 20 BRIDGE NORTH EMBANKMENT 1 3335035 37 12971160% IMPERVIOUS 7 3719054/3 1297593.27 3 31I9957,•94 1297944 38 4 3119955 42 179807'9:.51 S 313940a_E>9 _ 3118965 27 12980310S BRIDGE SOUTH EMBANKEMENT 1 1296KM 21 IMPERVIOUS g 7 3129013 97 1196867:33 3119017 -SS 129702535 3 4 3129380.90 1197314 39 5 3119915.19 1297589.31 6 3179853 16 1297695 48 7 3179304 11 1297451 03 8 3178975 B7 129709630 NOTE: CONTRACTOR TO USE SPECIFICATION 31 23 23 FOR FILL IN ALL AREAS SHOWN ON THE DRAWING. I I W z `PLATEN DR M a J I iiMC Zeit" • 0 .?�� C)p _tom •e', r--- -ti'd W I I REQUIRED COMPACTION AREAS BY TYPE LOCATION REFERNCE 1'011!41 NO- NORTHING FASTING COMPACTION TYPE 1 312970233 3298387 10 IMPERVIOUS 2 3130001.68 1298325.07 TRAIL BREACH NEAR EXIST' NGBRIDGE 3 3130440.51 1298425.49 4 3I29769.80 129847$.89 1 3130292.81 1296199.02 COHESIVE 2 3130404.61 129796170 3 3130749.9! 1297734 32 BREACH EAST OF PROPOSED BRIDGE 4 313081 L23 129784].7 h S 3130508 84 1748119 52 6 3130391 45 113827.90 EMANKM•ENT NORTH OFAGG.IND. 1 3131818-115 1297898 38 COHESIVE 2 3132833 11 12979]4.96 3 _ 3137193.77 I 1298049.44 4 3132818.03 I 12 028.14 SEE TABLE 1 r S SEE TABLE a 1 z ier cc SEE TABLE I SEE TABLE SEE TABLE I I AGGREGATE INDUSTRIES 131317100002 I I I 7 COUNTY ROAD 5 HIGHWAY 119 O At VIM lab 0 bie • S. ••••I• I \ ••�.* 500 0 1000 1500 1'1=500' rr I f •»�jFT,L.�, S e v • 1 4 f- ,� '` ! „' .. A' O REV51" of DOCWENTI: THIS DOCIJ tert.A'A THE IDEA i AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT Of PROFESSIONAL SERVICE. IS DIE PROPERTY OF QCH21.� HILL 2016, ALL RIGHTS RESERVED. I y DOCUMENTS GN2U Nf6L IUm' 4 NOT TO 8E USED, IN 54HOLE OR IN PART. FOR ANY GSTI R PROJECT WITHOUT THE'NR(Ti'Eh AUTHORZ&nCM OF DH2M HILL APVD O ELSNER I BY1 I z 0 C 7 a 0 G Z 0 W. cc OR hi MONAHAN OSON F LAh48RECTHSEN I DATE ci z RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH REQUIRED COMPACTION PLAN O I— 0 CONSTI $PWURL SPWPATH FILENAME: SSR-FO-CG-04.dgn PLOT DATE: 2016107\29 PLOT TIME: 6:49:39 AM r I r ---J Mitte,cb,„l tius — — Al 11+00 CITY OF LONGMONT CONTROL LINE "Al* FOR CONTROL TABLE SEE DWG G-011 ........... Al 12+00 Al 13+00 Ai 14+00 ^+ s CONTROL LINE "PlB' FOR CONTROL TABLE SEE DWG G-011 1 `+•ti r�r ""� i de se s*00 r ! CQ $ • C• 'R r �+ • a" - 41 16+00 *VI l.J Ai 1s+D0 A210+00 A211+00 A212+00 A213+00 A214+00 4215+00 ------------------- FOR GRADING SEE -"".- GRADING PLAN B DWG C-002 1 /17 Al 104 CONTROL LINE 'A2' FOR CONTROL TABLE t SEE DWG G-011 • 131307300063 PESCHEL PROPERTY r l PROPERTY LINE, TYP tr CONTROL LINE *P2B' FOR CONTROL TABLE SEE DWG G.011 • `et Sit" FOR GRADING SEE GRADING PLAN C DWG C-003 CONTROL LINE'P39" FOR CONTROL TABLE SEE DWG G-011 A �R- 131307401002 1 CITY OF LONGMONT • LIMITS OF CONSTRUCTION, rep 131307401002 CITY OF LONGMONT NOTE: 1. PARCEL BOUNDARY BASED ON WELD COUNTY GIS INFORMATION. CONTRACTOR TO VERIFY PARCEL BOUNDARY AND COORDINATE WITH OWNER. 2. SEE GRADING PLAN FOR INFORMATION ON ALIGNMENTS. 100 200 300 Scale In Feet a IL. C w O 9191 S JAMAICA S ENGLEWOOD CO 8 43 C a E cz, Dl c z w S W 0 z J V I. a Ice O fg NE RANCH REACH RESILIENT SAINT VRAIN PROJECT • SANOST VERIFY SCALE SAE IS ONE INCH ON ORIGINAL DRAWING. 0-t' DATE JULY 2016 PROJ 653819 DWG CL -01 25 of 103 z LU O Q a z O I- I- U) z O SHEET $PWURL $PWPATH FILENAME: SSR-FD•CL-01.d9n PLOT DATE; 2016107129 PLOT TIME: 65:21 AM MATCHLINE SEE DWG CL -01 1 131307401002 CITY OF LONGMONT PROPERTY LINE, TVP t FOR GRADING SEE GRADING PLAN D DWG C-004 -t I I i I .''°a' Y...— ea' tt CONTROL LINE "BIN" ti,` FOR CONTROL TABLE SEE DWG G-012 t I. r t••••Y�r B1WT0+00 81N 11+00 / f - ...amJD. IINIELm., — f `CONTROL LINE "B3N" FOR CONTROL TABL SEE DWG 6-012 CONTROL LINE "08S' FOR CONTROL TABLE SEE DWG G-012 131307000024 CITY OF LONGMONT _ 1 2 131307000061 CITY OF LONGMONT 0 / • • ti f anCP ib ' B1N 13400 •%. $l Rb Ce 42 0+ ,,� � r� B4 $�r I •., ,trS"�O me .- Des /I go / s' r�4, e 1 4 r 0'? N m • geo X95 1 00 -This ig r CONTROL LINE "82S" FOR CONTROL TABLF04, SEE DWG 6-013 '} 5� r I 1. CONTROL LINE "B6S' FOR CONTROL TABLE SEE DWG G-013 r CONTROL LINE "B9S" FOR CONTROL TABLE SEE DWG G-014 131307000045 CITY OF LONGMONT FOR GRADING SEE GRADING PLAN F DWG C-006 CONTROL LINE "B1S" FOR CONTROL TABLE SEE DWG G-013 .9S fly 9s '12+00 r `6-T'ris ,e -�� CONTROL LINE "812W" FOR CONTROL TABLE SEE DWG G-011 laws"" �— ''". f 3 Olt CONTROL LINE "64N" FOR CONTROL TABLE SEE DWG G-011 CONTROL LINE "B11N" FOR CONTROL TABLE SEE DWG 0-012 CONTROL LINE "B2N" FOR CONTROL TABLE SEE DWG G-012 0 52N 15+00 B2N 16+00 0 $221, / ass 14400 89N 15+00 00 i I J I CONTROL LINE "B3S" FOR CONTROL TABLE SEE DWG G-013 sta194 OFEusza 00+6z3-6.9-- U, I r 8gs Ta Co C OD lok 69S1s `.* I1K•. e. ;al— I /• ' ti ' ••••. B9N 16+00 f f 82S 23+00 H CO CD to + O 2 1 I 1 1 I I I t a- a- CONTROL VINE "8514" • FOR CONTROL TABLE E DWG/G-014 1 sass,: teit 4'0, CONTROL LINE "B9N' FOR CONTROL TABLE SEE DWG G-012 131307000062 CITY OF LONGMONT CONTROL LINE "614W FOR CONTROL TABLE SEE DWG G-015 y • eaJ fI ,ea sae r FOR GRADING SEE GRADING PLAN E DWG C-005 CONTROL LINE "85$" FOR CONTROL TABLE SEE DWG G-013 CONTROL LINE "848' FOR CONTROL TABLE SEE DWG G-013 N N ♦ ♦ CONTROL LINE 11310S" FOR CONTROL TABLE SEE DWG 0-014 t. sr • • h • ♦ • -.01 CONTROL LINE "BSN" FOR CONTROL TABLE SEE DWG G-014 81014 14+00 CONTROL LINE "B10N" FOR CONTROL TABLE SEE DWG G-015 a..� �-.Ea t y 1 s 131307100050 CITY OF LONGMONT - I \ Th FOR GRADING SEE GRADING PLAN G DWG 0.007 CONTROL LINE "88N" FOR CONTROL TABLE SEE DWG G-014 CONTROL LINE "87N" FOR CONTROL TABLE SEE DWG G-014 CONTROL LINE "613W" FOR CONTROL TABLE SEE DWG G-015 ' r '• 1 1 F Iser r coicr LIMITS OF CONSTRUCTION, TYP NOTE: 1. PARCEL BOUNDARY BASED ON WELD COUNTY GIS INFORMATION. CONTRACTOR TO VERIFY PARCEL BOUNDARY AND COORDINATE WITH OWNER. 2. SEE GRADING PLAN FOR INFORMATION ON ALIGNMENTS. 0 100 200 300 Scale In Feet MATCHLINE SEE DWG CL -03 N. ~ R t i 4 i .t • N DOCUMENTS ROUSE Or DoctisfE n THIS DOCUMENT. ANC THE IDEAS AND DESIGNS INCORPORATED HEREIN. AS AN DISTR U VERT OF PROFESSIONAL SERVICE IS TI -E PROPERTY OF @CH?st HILL 2016. AU. RIGHTS RESERVED, C+t2U MILL ma 1$ Nor t) BE USED. IN MAME OR IN PART. FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTNORIT AT1O3IOF C.Mzlu HILL m /Yr VV D ELSNER z O w C14K A COOK DSGN trK F LAMSRECHTSEN M MONAHAN INO. I DATE _ .- _ RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH .O .0 D CC I— , (/) ,z FILENAME: SSR-FD-CL-02.dgn PLOT DATE: 201610 /%29 PLOT TIME: 6:57:43 AM $PWURL $PWPATH • 131307100058 CITY OF LONGMONT H3 10+00 ,\462-#4-. Nit 131307000062 CITY OF LONGMONT CONTROL LINE -A2W' FOR CONTROL TABLE SEE DWG G-017 CONTROL LINE "AIN!' FOR CONTROL TABLE SEE DWG 6-017 I H3 2a O0 H313+00 H4 13+00 ..--••••.,.•' CONTROL LINE "H3' FOR CONTROL TABLE SEE DWG G-016 I-1415+00 H44.00 r sea FOR GRADING SEE GRADING PLAN H DWG C-OOB 114 7S+p0 A1W 24+00 00 CONTROL LINE 'A3W FOR CONTROL TABLE SEE DWG G-017 FOR GRADING SEE GRADING PLAN I DWG C-009 H4 17+00 ~em `e -r ti. 131308000033 HAYES PROPERTY H4 18+00 H4 19+00 egmsne 1 4W 18+00 A4W 1g*9 131317000052 CAMAS COLORADO INC/AGGREGATE INDUSTRIES -e Ss H111+ CONTROL LINE "H1" FOR CONTROL TABLE SEE DWG G-015 H321+00 H322 00 03 2.7400 H3 28'00 H3 29, 0 ' 0.12.644 .�h — rya VP '.r ears o+0 H4 28400 iYq 29e 0 teat-... H3 23 � t04 ,.• 0 H4 30+0Q `�" +`I �,- rte* C 3.200 y H3 24 ms s/ ea \AA 26x0 H4 3194 +� 4 �-t ✓A 00 1{4 20+00 H4 21+00 144 22+00 H4 23+00 Hd1124+00 1 CONTROL LINE "A41/L9 FOR CONTROL TABLE SEE DWG G-017 LIMITS OF CONSTRUCTION, TYP 131308300002 CITY OF LONGMONT CONTROL LINE "H4 - FOR CONTROL TABLE SEE DWG G•016 131308300001 CAMAS COLORADO INCIAGGREGATE INDUSTRIES 131317100002 AGGREGATE INDUSTRIES K3 g3+Ofl FOR GRADING SEE GRADING PLAN J DWG C-010 MATCHLINE SEE DWG CL -04 PROPERTY LINE, TYP NOTE. 1. I PARCEL BOUNDARY BASED ON WELD COUNTY GIS INFORMATION. CONTRACTOR TO VERIFY PARCEL BOUNDARY AND COORDINATE WITH OWNER. 2. SEE GRADING PLAN FOR INFORMATION ONLY ON ALIGNMENTS. 3. CONTROL LINE FOR REFERENCE ONLY WHERE DASHED. a 100 WORK DONE BY OTHERS 200 300 Scale In Feel f i" L•-� y ' ti t ,. I h Ss{� �. 1< N DOCUMENTS REUSE OF DOCUMENTS. THIS DoCUkIEIcr, AND THE IDEAS ANDOE$$GN$ BKCOIIPORATHOY.ER£OJ, AS AN INSTRIJNENT OF PROFESSIONFL SERVICE IS THE PROPERTY Of G7CH2M FILL 2Cif ALL RIGHTS RESERVED_ OCM MILL ANO 15 NOT TO SE USED. IN WHOLE OR N PART. Fog ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL e APVD D ELSNER m REVISION S U d U a 0 OSGN F LAMSRECHTS€N O O z a C 0 E RESILIENT SANT VRAIN PROJECT - SANDSTONE RANCH REACH CIVIL CONTROL LINE PLAN C O DNSTRUC Io PLOT TIME: 6:56:54 AM $PWPATH $PWURL FILENAME: SSR-FD-CL-03.dgn PLOT DATE: 2016/07129 A B 0 0 100 200 Sao In Fe1 LEGEND: fl WORK DONE BY OTHERS 300 NOTE: 1. PARCEL BOUNDARY BASED ON WELD COUNTY GIS INFORMATION. CONTRACTOR TO VERIFY PARCEL BOUNDARY AND COORDINATE WITH OWNER. 2. SEE GRADING PLAN FOR INFORMATION ON ALIGNMENTS. 1 113 35ioQ. H3 36+00 ?Y4 15.00 131306300002 CITY OF LONGMONT sPe 131308000032 CITY OF LONGMONT CONTROL LINE "H3" FOR CONTROL TABLE SEE DWG G-016 I. • Cco CONTROL LINE "A2E" FOR CONTROL TABLE SEE DWG G-017 2 I I 1 I I CONTROL LINE "H4" FOR CONTROL TABLE SEE DWG 0-016 An' PROPERTY LINE, TYP FOR GRADING SEE GRADING PLAN J DWG C-010 CONTROL LINE "H5" FOR CONTROL TABLE SEE DWG 0-017 FOR GRADING SEE GRADING PLAN K DWG C-011 tIVACIIt! S1sl CONTROL LINE "A1E" FOR CONTROL TABLE SEE DWG G-017 CONTROL LINE "A4E" FOR CONTROL TABLE SEE DWG 6.017 3 Elmo ........ LIMITS OF CONSTRUCTION, TYP 131309000030 CITY OF LONGMONT Se ‘1 4 1. -". a 1 ~ - 1' 31308000031 a "`••" CITY OF LONGMONT `` --a. "...., ani•Mer�" CONTROL LINE "A3E" FOR CONTROL TABLE SEE OWG G.016 I CONTROL LINE "A6E" FOR CONTROL TABLE SEE DWG G-018 CONTROL LINE 'AGE" FOR CONTROL TABLE SEE DWG O-018 131309200008 CITY OF LONGMONT 131309000003 TEMPERATURE PROCESSING CO PLOT DATE: 2016107/29 N DOCUMENTS REUSE OF IVVIAICNTS THIS DOCUMENT -AND THE 1126%S MD DESIGNS NFGORPORATED !!E LE1N. AS AS I#3TRUAIENT OF PROFESSIONAL SERVICE -IS THE PROPERTY OF V` fCH2M HILL 2016, ALL RIGHTS RESERVED. CH2M HILL AND IS NOT TO oc USED, M WHOLE OR P4 PART. FOR ANY OTHER PROJECT KTTHOUT THE WRITTEN AUTHORI7AfTKIN OF CH2L! HP - ....,., ' _ • ;; i rr us w 0 1 2 z O a 5 CHK A COOK w CC i O t et a OSGN F LAM[BRECKTSEN DATE Ia z RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH CIVIL CONTROL LINE PLAN D RUCTIO H Co z 0 PLOT TIME: 6:58:32 AM FILENAME: SSR-FD-CL•04.Jyn $PWURL $PWPATH 2 - J•IOF 1375120? 131512000081 CITY OF LONGMONT 131612000016 COUNTY OF BOULDER PROPERTY LINE,. TYP_ C U E COUNTYLINE ROAD ' "; 131307200006 NIX RSCOTT -:; COUNTY LINE ROAD BRIDGE COMPLETED SINCE TIME OF SURVEY •- t3� r �. —_ -..a.r- - `` - = ) - - k1' `� _'� :�' • ('•' '� er::: o1 131307300005 . r.t FETTERS PROPERTY r`1 S `� EDGE OF WATER, TY? NO IMPROVEMENTS ON THIS SHEET INCLUDED FOR LOCATION REFERENCE f 13130739064 CITY OF LONGMONT .1 I u1� .,' , . V%\ ` ' ti Lk ‘71, 0 50 100 150 IMM Seale In Feel /4, NOTE: 1. FOR WETLANDS, OPEN WATERS, AND WATERS OF THE US LIMITS SEE LANDSCAPING PLANS. 2. FOR PROJECT CONTROL SEE CONTROL LINE PLAN DWGS CL -01 THROUGH CL•04. TOE OF BANK SHOWN FOR REFERENCE. 3. SURVEY WAS COMPLETED FEBRUARY OF 2015. EDGE OF WATER AND OVERALL TOPOGRAPHY IS EXPECTED TO DIFFER SUGHTLY FROM EXISTING TOPOGRAPHY SHOWN. IF FIELD CONDITIONS VARY SIGNIFICANTLY FROM WHAT IS SHOWN NOTIFY OWNER'S REPRESENTATIVE OF DIFFERENCES IMMEDIATELY. NO. DATE REVISION BY APVD O$GN DR `CHIC APVD r LAMBRECIfTSEN M MONAHA I A COOK D ELSNER_ N DOCUMENTS REUSE of 15CCUM arts, This DOCUMENT. AnD THE IDEAS AND DESK+$S NCQRRdwttEo RtEREIN_ ASM CH2M It AND IS MOT TO SE USED. W WHOLE OR IN PART. coP_ ANY OTHER II RESIDENT SAINT VRAIN PROJECT • SANDSTONE RANCH REACH CIVIL GRADING PLAN VIEW A _O p ct z 1O _o $PWURL IPWPATH PLOT DATE: 2016\07129 FILENAME: SSR-FD-0001.dgn PLOT TIME: 6:26:18 AM 1 r11 `— -a - 'HAT) � ! ^l ' 4 ! Q19h/ �a09P I I • -., t -*/, - 1 ..------, - ..... Y i i -a:$$5 - -. I" Y. r r TO EAST COUNTY LINE ROAD 2 C/Ir ' 'Z C Vol I , (CNN I — Z 1 r LIMITS OF SOIL RIPRAP. TYP Al 10t00 - 1 t+ r C." VERIFIED WITH OWNER \ Stet,;') 3 NOTES: 1. FOR WETLANDS, OPEN WATFRS AND WATERS OF THE US LIMITS SEE LANDSCAPING PLANS, FOR PROJECT CONTROL SEE CONTROL LINE PLAN DWGS CL -01 THROUGH CL -04. TOE OF BANK SHOWN FOR REFERENCE. SURVEY WAS COMPLETED FEBRUARY OF 2015. EDGE OF WATER AND OVERALL TOPOGRAPHY IS EXPECTED TO DIFFER SLIGHTLY FROM EXISTING TOPOGRAPHY SHOWN: IF FIELD CONDITIONS VARY SIGNIFICANTLY FROM WHAT IS SHOWN NOTIFY OWNER'S REPRESENTATIVE OF DIFFERENCES IMMEDIATELY. 0 EDGE OF WATER, TYP INSTALL 6 ROOTWADS LOCATION TO BE -------- ----- Al 11+00 GS GS PRIVATE ACCESS ON CITY PROPERTY APPROXIMATE LOCATION OF GAS LINES. CONTRACTOR TO FIELD VERIFY AND COORDINATE DURING CONSTRUCTION CONTRACTOR TO CONFIRM UTILITY SERVICES AND PROTECT FROM CONSTRUCTION CONTRACTOR TO STAGE ALONG ROAD - .s. .. .� GS 13130730064 CITY OF LONGMONT SHADING PAST TOE OF BANK INDICATES BELOW GRADE RIPRAP SEE SECTIONS FOR DETAIL.TYP -- 11 Al 13104'._ OS CONTRACTOR TO REMOVE AND DISPOSE OF CONCRETE RUBBLE OFFSITE AS PART OF THE RIPRAP QUANTITY CONTRACTOR TO VERIFY EXST CULVERT AND PROTECT IN PLACE 50 100 Scale In Feet 4' THICK. TYPE VH VOID -FILLED RIPRAP 'FROM STA Al 10.00 TO STA Al 19465 150 KEY MAP LIMITS OF CONSTRUCTION. TYP GS PROPERTY LINE, TYP NO WORK ON PjIIVATE PROPERTY SFIP&L BE AL FILENAME: SSR-FD-0002.:dgn REUSE OT DOCUMENTS: THIS DOCUMENT, ANOTHE IDEAS Aft) DESIGNS INCORPORATED HEREIN. /S AH INSTRUUENT OF PROFESSIONAL SERVICE. 0.5 THE PROVEtCIY OF �'y`% CHUM I TILL 2016 ALL RIGHTS RESERVED N DOCUMENTS CA M MILE AtC IS NOT TO RE USED. IN WHOLE OR IN PART. FOR Ant OAP R GJWIT HOUT THOUT THE ?.KITTEN AUTHORIZATION OF CH2M 1iILL •• , - I • i 1 1 APVD 0 ELSNER m O 9 C.) CD 0 al 1.11 J U Q I REVISION CHK A COOK z cc 1 2 M O DSGN F LAMBRECHTSEN 0 z RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH CIVIL GRADING PLAN VIEW B 6 f'•_ 0 M C6NSTI PLOT DATE: 2016\07129 PLOT TIME: 6:26:11 AM $PWURL SPW PATH 4 A 8 C D 4 1 N N lex ekt 2 CONTRACTOR TO NOT ALLOW DISCHARGE OF STANDING WATER INTO ST, VRAIN INSTALL 13 ROOTWADS LOCATION TO BE VERIFIED WITH OWNER PROPERTY LINE, TYP CONTRACTOR TO BLEND END OF ROOTWAIJS INTO SOIL LIFTS REMOVE SANDBAR TO V BELOW WATER SURFACE 41- SOIL LIFTS 154 LF 3' HIGH IN 12 -INCH LIFTS FROM STA NB 11.50 TO STA P1819+04 131307300064 CITY OF LONGMONTf a- NO WORK ON PRIVATE PROPERTY SHALL BE ALLOWED pINSTALL CAR$ONITE MAR} ERS(3305-960),TYP OF 2 STD\ 1 iilV - f, r+c1 a • -. mita REEK �a - - L 131307401402 CITY OF LONGMONT BREACH REPAIR FOR TOP OF BERM ELEV 4890 414' EDGE OF WATER, TYP NO WORK ON PRIVATE PROPERTY SHALL BE ALLOWED f yr) �► • - � f 1313073+50083 f�L ham•-!• / PESHEL PROPERTY ;� - mss, / I L t—: '� /T 1! e 4 �C�• •', i• - ti. ! 7 I• M EXST SENSITIVE BIOLOGICAL _ RESOURCES DO NOT DISTURB SEE NOTES 1 AND 2 200 IF +1- TREE PROTECTION BS•003 131307000024 CITY OF LONGMONT i J CONTRACTOR TO WORK WITH OWNER REGARDING GRADING NEAR TREE N 1297635.10 E 3126180.70 LIMITS OF CONSTRUCTION, rep r .r s r t i N r 1 r NOTES: 1. WHEN GRADING AROUND AND NEAR SENSITIVE BIOLOGICAL RESOURCES CAUTION MUST BE USED TO PROTECT THE TREES FROM DISTURBANCE. 2, AN APPROVED SPOTTER MUST BE ON -SITE WHEN PERFORMING THE WORK SHOWN ON THIS SKEET. S FOR LIMITS S LANDSEE LANDSCAPINGOPEN SERSS AND WATER OF THE US 4 FOR PROJECT CONTROL SEE CONTROL LINE PLAN DWGS CL -01 THRU CL -04. TOE OF BANK SHOWN FOR REFERENCE. 5 SURVEY d ER AND OVERRALLET0POGD RAPIHYY OF 2415. Y IS EXPECTED OF SLIGHTLY FROM EXISTING TOPOGRAPHY SHOWN. IF FIELD CONDITIONS 0 NERS REPRESENTATIVE FROM DIFFERENS SHOWN IMMEDIATELY. 50 100 150 a - a _ Sc9k3 In Fee! KEY MAP m 0 too at 9191 S JAMAICA ST ENGLEWOOD CO 89112 a z a C 0 E O1 .bo 0• z U) O S x w w z W z 5 0 3w 4 Stu �a h fl 3 d1 a C� U5 z �r z J z 0. I-. z 3 w fY VERIFY SCALE tUR IS -ONE INCH ON 0RIGIN'N. DRAWING. 0 DATE JULY 2016 PROJ 653819 DWG C-003 SHEET 31 of 103 $PWURL $PWPATH FILENAME: SSR-FD-0003.dgn PLOT DATE; 2016\07129 PLOT TIME: 6:27:41 AM 3 2 0 NOTES: ED KEY MAP 50 100 Scale In Feet 150 1. FOR WETLANDS, OPEN WATERS AND WATERS OF THE US LIMITS SEE LANDSCAPING PLANS. 2. FOR PROJECT CONTROL SEE CONTROL LINE PLAN DWGS CL -01 THRU CL -04, TOE OF BANK SHOWN FOR REFERENCE. 3. APPROXIMATE LOCATIONS OF ANADARKO GAS LINES ARE SHOWN. IN CASE OF EMERGENCY CONTACT INFORMATION IS PROVIDED IN THE PROJECT COORDINATION SPECIFICATION. 4. SURVEY WAS COMPLETED FEBRUARY OF 2015 EDGE OF WATER AND OVERALL TOPOGRAPHY IS EXPECTED TO DIFFER SLIGHTLY FROM EXISTING TOPOGRAPHY SHOWN. IF FIELD CONDITIONS VARY SIGNIFICANTLY FROM WHAT IS SHOWN NOTIFY OWNER'S REPRESENTATIVE OF DIFFERENCES IMMEDIATELY. 131307401.002 CITY OF LONGMONT APPROX LOCATION OF GAS LINES. CONTRACTOR TO FIELD VERIFY AND COORDINA1 E DURING CONSTRUCTION FOR MAINTENANCE RO WEST OF BRIDGE PROF SEE DWG CS -07 I STA 6+80+/- BEGIN ACCESS ROAD CON1 RACTOR CONNECT TO EXST ROAD MATCH EXST ALIGNMENT UNTIL 10+00 g TOP OF BANK EL 4884,00 +/- 131307000061 CITY OF LONGMONT EDGE OF WATER. TYP LIMITS OF CONSTRUCTION, TYP ti •-•"'SEE DWG CS -07 FOR 'MAINTENANCE ROAD i .FROM ZLATEN DRIVE PROFILE eguemossome SEE DWG CS -08 FOR PRE -FLOOD CHANNEL PROFIL PROTECT EXST TREES / d• CONTRACTOR TO PROVIDE APPROX 30' BOTTOM WIDTH MINIMUM AND 4:1 SIDE SLOPE TO EXST GROUND 4' THICK, TYPE £0 SOIL RIPRAP FROM STA B9N 15+05 TO STA B9N 15+25 SHADING PAST TOE OF BANK INDICATES BELOW GRADE RIPRAP SEE SECTIONS FOR DETAIL. TYP 2' THICK, TYPE M SOIL RIPRAP FROM STA P19N 11405 TO STA B9N 15+05 THIS SECTION 1 1" CONTINUES ON DWG C-005 f f MATCHLtNE SEE 0 -or 6 REMOVE 462 LF +/- EXST CONCRETE TRAIL BACKFILL TO ELEV 4886' N 16+00 t .r, `•1 . EXST PEDESTRIAN BRIDGE ONCRETE TRA11 1 131307000061 CITY OF LONGMON PROTECT LOCAI '-- TREES NEAR EXST BRIDGE TOP OF MAINTENANC ROAD EL 48B1.5 +/- / I /I V O C N LU N PROTECT ai i EXST TREES ` 4 z 2 2• THICK, TYPE M SOIL RIPRAP FROM STA B9N 18+43 TO STA B9N 19+29 r 4' THICK, TYPE M SOIL RIPRAP FROM STA B9N 18+23 TO STA B9N 18+43 FOR WINGWALL DESIGN AND DETAILS SEE DWG B-008 AND( M-601-20) 4' THICK, TYPE VH VOID -FILLED RIPRAP FROM STA B9N 15+25 TO STA B9N 18423 FOR BRIDGE PROFILE SEE DWG B-002 1 DT -0 O 'C z In d W O O 2 w I- d 9191 S JAMAICA ST ENGLEWOOD CO 80112 0 z 0 z z 8 CI I O C O E 0) Litt c O U -I x O d w cc v cc w z 0 U) o !� z •? _I?W_ 3Uccit.cZ to J GL. 7 1 — cc z rh I - z w J Co w cc VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAINING 0 1' DATE JULY 2016 PROJ 653819 DWG C-004 SHEET 32 of 103 H w U O 0 Z a O z 0 U PWIJRL SPWPATH FILENAME: SSR-FO-0004.dgn PLOT DATE: 2016107/29 PLOT TIME: 6:28:29 AM APPROX LOCATION OF GAS LINES. CONTRACTOR TO FIELD VERIFY AND COORDINATE DURING CONSTRUCTION PROPERTY LINE, TYP 131307000024 CITY OF LONGMONT 2' THICK, TYPE M SOIL RIPRAP FROM STA B2S 11+00 TO STA B2S 21+84 REMOVE 100 LF CONCRETE TRAIL, TYP 4' THICK, TYPE VH VOID -FILLED RIPRAP FROM STA B28 22+04 TO STA 132S 27+09 4' THICK, TYPE M SOIL RIPRAP FROM STA B2S 21+84 TO STA B2S 22.04 MATCHLINE SEE DWG C-004 THIS SECTION CONTINUES ON DWG C-004 TRASH RA K TYP BOTH SIDE SEE DWG •T-03 CONTRACTOR TO REMOVE AND DISPOSE OF SIDEWALK SLABS IN CHANNEL AS PART OF SIDEWALK REPLACEMENT SEE DWG CG -41 ACTIVE, WELL SITE REMOVE 1301F CONCRETE TRAIL, TYP N 1297108.27 E 3129057.88 I 131307000045 CITY OF LONGMONT MATCHLINE SEE DWG C-006 N 7 THICK, TYPE M SOIL RIPRAP FROM STA MS 14t0G TO STA B45 16+. 131307000O62 I CITY OF LONGMONT 2S 30400 r � sea I CONCRETE TRAIL 601.01 INSTALL 250' LF 24' RCP CULVERT PER (M.603-10 FOR PROFILE SEE DWG CS -08 SEE DWG PP -X01 -PP -04 FOR GREENWAY TRAIL PROFILE 1 1 1 1 I U FOR DROP STRUCTURE DETAILS UJ SEE DWG C-102 LU 2+00 2466 LIMITS OF CONSTRUCTION, TYP 4' THICK TYPE VH VOID -FILLED RIPRAP FOR BRIDGE PROFILE SEE DWG 8-002 4' THICK, TYPE VH VOID•FILLED RIPRAP FROM STA 64S 16+20 TO STA 848 17.15 i 4' THICK, TYPE M SOIL RIPRAP FROM STA 845 16+00 TO STA 648 16+20 SHADING BELOW TOE OF SLOPE INDICATES BELOW GRADE RIPRAP, SEE SECTIONS FOR DETAIL, TYP 'A1 rlt, ,Iii • 50 100 150 Scale In Feat f EDGE OF WATER:7YP NOTES: 1. FOR WETLANDS, OPEN WATERS AND WATERS OF THE US SEE LANDSCAPING PLANS. 2 FOR PROJECT CONTROL SEE CONTROL LINE PLAN QWGS CL -01 THRU CL -04. TOE OF BANK SHOWN FOR REFERENCE. 3 SURVEY WAS COMPLETED FEBRUARY OF 2015. EDGE. OF WATER AND OVERALL TOPOGRAPHY IS EXPECTED TO DIFFER SLIGHTLY FROM EXISTING TOPOGRAPHY SHOWN. IF FIELD CONDITIONS VARY SIGNIFICANTLY FROM WHAT IS SHOWN NOTIFY OWNER'S REPRESENTATIVE OF DIFFERENCES IMMEDIATELY. d. FOR TREE REMOVAL INFORMATION SEE G-020. 5 CONTRACTOR TO RELOCATE EXISTING TOPSOIL IN THIS AREA TO FILL AREA SHOWN ON C-006. TOPSOIL FROM THIS AREA MUST BE KEPT SEPARATE. ED KEY MAP N 8 4 z x O 919j S JAMAICA ST ENGLEWOO0 CO a C a E has C (-).1 TONE RANCH REACH 55 0 V z a 05 CL z U, F- z w J w Ir VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING_ DATE JULY 2016 PROJ 653819 OWG C-005 SHEET 33 of 103 $PWURL $PWPATH FILENAME: SSR-FD-0005-dgn PLOT DATE: 2016107\29 PLOT TIME: 6:29:24 AM 1 • r I soot desert' f - -, FOR TRAIL REPAIRS TO THE WEST. SEE DWG C -1O1 1 2 131307000024 CITY OF LONGMONT EMBANKMENT REPAIR TO MATCH SLOPES ADJACENT 6O LF X 180 LF PROTECT EXST TREES - r -a- J - CONTRACTOR TO REMOVE AND REPLACE 162 LF OF EXST CONC TP.AIL SEE NOTE 5 1313182O0OO7 D•JS CITY LEASE OPTION ri SHADING BELOW TOE OF BANK INDICATES BELOW GRADE RIPRAP, SEE SECTIONS FOR DETAIL, TYP LHS-18; sC- FILL SLOPE TO MATCH 11 ADJACENT GRADE APPROX. 4:1 c N PROTECT EXSTTREES 3 r I1 • • ` r CONT CTOR TO PROTECT MT OUTFALL AND CULVERT —1 I I N II MATCHLINE SEE DWG C-005 2' THICK TYPE RIPRAP — — EXST G1 EENWAY TAIL I FILL AREA FOR EXCESS SOIL MATERIAL FILL AREA TO HAVE POSITIVE GRADE TO NORTH EAST CONTRACTOR TO VERIFY FINAL GRADE WITH OWNER PRIOR TO SEEDING 1313700045 CITY OF LONGMONT 9,0 1,110 87� r -r e I 1 ' • SEE DWG CG -0,1 FOR SIDEWALK I I I II II II I I I I bI 445 I AND CRUSHER FINES REPLACEMENT 131318100003 CITY OF LONGMONT EXISTING GREENWAY TRAIL • APPROX LOCATION OF GAS LINE CONTRACTOR TO FIELD VERIFY AND COORDINATE DURING CONSTRUCTION N N CONTRACTOR TO REMOVE AND STOCKPILE TOPSOIL FROM AREA SHOWN ON DWG C-OO5 FILL BEFORE PLACING EXCESS SOIL MATERIAL WITHIN FILL AREA 81OS 14+00r„„ r� NOTES: 1, FOR WETLANDS. OPEN WATERS AND WATERS OF THE US LIMITS SEE LANDSCAPING PLANS. 2. FOR PROJECT CONTROL SEE CONTROL LINE PLAN DWGS CL -O1 THRU CL -O4. TOE OF BANK SHOWN FOR REFERENCE. APPROXIMATE LOCATION OF ANADARKO GAS LINES ARE SHOWN. IN CASE OF EMERGENCY CONTACT INFORMATION IS PROVIDED IN THE PROTECT COORDINATION SPECIFICATION. SURVEY WAS COMPLETED FEBRUARY OF 2015. EDGE OF WATER AND OVERALL TOPOGRAPHY IS EXPECTED TO DIFFER SLIGHTLY FROM EXISTING TOPOGRAPHY SHOWN. IF FIELD CONDITIONS VARY SIGNIFICANTLY FROM WHAT IS SHOWN NOTIFY OWNER'S REPRESENTATIVE OF DIFFERENCES IMMEDIATELY, SAWCUT EXISTING CONCRETE TRAIL SUCH THAT A MINIMUM 5 -FT STONE REMAINS OR SAWCUT AT NEAREST JOINT. 0 5O 100 15O Scale In Feet LIMITS OF CONSTRUCTION, TYP PROPERTY LINE, rep KEY MAP N DOCUMENTS REUSE OF 9ocuwo T TMIS DOC*$4E?1T. AND THE IDEA$ AND omens C4CORPORATED FERfB& AS AN INSTRUMENT OF PRQFESSIOH/U. SERVICE IS THE PROPERTY OT(b CH2M HILL 2016. ALL RIGHTS RESERVED CH2M HILL AND IS NOT TO BF USED, IN WHOLE OR IN PART. rOR ANY 0 THER PROJECT WITHOUT THE WRITTEN AM-MOR /ATIDN DP CH2M Hit NO. DATE REVISION BY APIA) RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH CIVIL GRADING PLAN VIEW F O p D ce . Go i O r0 PWURL $PWPATH FILENAME: SSR-FD-COO8.dgn PLOT DATE: 2O16\O7128 PLOT TIME: 6:30:15 AM N i A N N FOR MAINTE,NA* CE ROAD EAST Of BRIDGE PROFILE ,r SEE DWG CS -07 r if PROTECT EXST TREES{ N RERMOVE SANDBAR TO 1' BELOW WATER SUFACE 2' THICK, TYPE M SOIL RIPRAP FROM STA B10N 10+00 TO STA B10N 15+30 • SHADING PAST TOE OF BANK INDICATES BELOW GRADE RIPRAP SEE Fart E SECTIONS FOR DETAIL. TYP LIMITS OF CONSTRUCTION.TYP 2 1 B14N 14400, "-• LIMITS OF SOIL f t • EXST GATE EXST FENCE 3 L 131307100058 CITY OF LONGMONT • CONTRACTOR TO VERIFY POSITIVE GRADE 1 01,4 %bre00 2- 87 PRAP,TYP ti 1 a i . CONTRACTOR TO PROVIDE POSITIVE GRADE IN PRE -FLOOD CHANNEL', SEE DING O-103 FOR ENLARGED PLAN `DETAIL G$ Mr. IP 1 I - Gs C .14$/4 /',ioft1ce 4 to - 2' THICK TYPE M - SOIL RIPRAP FROM STA BUN 10+00 TO - STAB14N 11+t9 • 2 r 0 50 100 150 Scale In Feet NOTES: 1. FOR WETLANDS. OPEN WATERS AND WATERS OF THE US LIMITS SEE LANDSCAPING PLANS. 2 FOR PROJECT CONTROL SEE CONTROL LINE PLAN DWGS CL -01 THRU CL -04. TOE OF BANK SHOWN FOR REFERENCE. 3. APPROXIMATE LOCATION OF ANADARKO LINES ARE SHOWN. IN CASE OF EMERGENCY CONTACT INFORMATION IS PROVIDED IN THE PROJECT COORDINATION SPECIFICATION. 4, SURVEY WAS COMPLETED FEBRUARY OF OF WATER AND OVERALL TOPOGRAPHY IS EXPECTED TO DIFFER SLIGHTLY FROM EXISTING TOPOGRAPHY SHOWN, IF FIELD CONOITIONS VARY SIGNIFICANTLY FROM WHAT IS SHOWN NOTIFY OWNER'S REPRESENTATIVE OF DIFFERENCES IMMEDIATELY. 5. FOR TREE REMOVAL INFORMATION SEE G-020. • \\- EDGE OF WATER e Ott ,eg !' r 'ra r f% .fir 11154707 CONTRACTOR TO PROVIDE APPROX 20' BOTTOM WIDTH MINIMUM AND 4:1 SIDE SLOPES TO EXST GROUND 4. I r, - ! , !I - Gs 1 �61O "t' --� .4401 - r KEY MAP 1_L TEMPORARY CONSTRUCTION ACCESS r -7 e1 ih ip 41'4 a. • r. 't QL9v -_- Spa • 4' a I PROPERTY LINE, TYP r-- CsS rte"'• �� ny - _ = J j :a- = L l %f APPROX LOCATION OF GAS LINES. CONTRACTOR TO FIELD VERIFY AND COORDINATE DURING CONSTRUCTION. .. Y .. 1 1 l(, `) 11 rN.ti h 131307000062 CITY OF LONGMONT I'Y I,, ,� R1 1E; 11rl1, r ��' - 91 I /al / t1.�id.'- Phy !1 t ; ,. - N� • - -dip-> • 1/4 fr f f , 1t) tit ♦, f . G a Lu FLU z 1c) Q 2 ! ROUSE OE DOCUMENTS' THIS DOCUMENT. AND THE .Ii;& tS AND DESIGNS INCORPORATED HEREIN. AS AN I$STRJUE$'T OF PROPESSIMAL SERVICE- IS THE 1 1'EHi iY OF 0CH2M HILL 2016 ALL RIGHTS RESERVED. N DOCUMENTS NTS C«2u HtL MC tS NOT TO BE USED. IN WHOLE ORP4 PART. FOR ca OTHER PROJECT V,TTI4OUTTHE WRITTEN AUTHORIZATION O. CM."( HILL. NO. DATE REVISION BY APVD OSGN OR CHK APVD -11 F LAMBRECHTSEN M MONAHAN A COOK D ELSNER RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH CIVIL GRADING PLAN VIEW G O rz D CONSTI FILENAME: SSR•FD-0007.dgn PLOT DATE: 2016\07129 PLOT TIME: 6;31:09 AM SPWURL SPWPATH 1 131307100058 4 , CITY OF LONGMONT t .k_ PROPERTY LINE, TYP a - MATCHLINE SEE DWG C-007 0 131307000062 CITY OF LONGMONT START OF 600 LF OF CHANNEL SIDES: 4:1 BOTTOM WIDTH: 30 PROVIDE POSITIVE GRADE f_. TOP OF BERM EL 487011- I 2 APPROXIMATE LOCATION OF CAS LINES, CONTRACTOR TO VERIFY AND OOORO1NATE DURING CONSTRUCTION 2` THCCK, TYPE M 00 SOIL RIPRAP FROM STA H4 10+00 TO STA I -I4 22.65 tT-0. H4 13+00 Cifyilvivet 44415+00 ' H416+00 3 p 131308000033 HAYES PROPERTY NO WORK ON PRIVATE PROPERTY SHALL BE ALLOWED H4 17+0Q SHADING PAST TOE OF BANK INDICATES BELOW GRADE RIPRAP SEE SECTIONS FOR DETAIL, TYP /EXCAVATE CAREFULLY AND RELOCATE FINES TO DEFINED LOCATION ON AGGREGATE INDUSTRIES PROPERTY PARTIAL PLAN SHOWN ON C-011 AND CONFIRMED WITH THE CITY TO BE PAID AS PART OF THE EARTHWORK • COORDINATE VYITH AGGREGATE INDUSTRIES ON THE REMOVAL OR RELOCATION OF PUMP _.1C:THICK TYPE M SOIL RIPRAP FROM STA A t W 18*00 TO STA AMW 25t34� LIMITS OF SOIL RIPRAP, TYP MAINTAIN ACCESS ROAD AROUND POND 131308300002 CITY OF LONGMONT 131308000045 AGGREGATE INDUSTRIES i • 4 EXST ACCESS ROAD Ha 18+00 H419+00 ti 1 1 PROTECT EXST TREES • H4 zo+00 LIMITS OF CONSTRUCTION, TYP 7-- EDGE OF WATER, TYP ;.,% - r `ter Nn r.y Sy4_ t`v!. . ., 1 - .4 I FINES SETTLING POND, DO NOT DISTURB ` ) ~: , Ott it S �r .. f7ij: y 5 APPROXIMATE LOCATION OF GAS LINES. CONTRACTOR TO VERIFY AND COORDINATE DURING CONSTRUCTION INSTALL CARSONITE MARKER ( 33b5 g84) TYP OF 5 H4 22+4 REMOVE SAND BAR TO 1' BELOW WATER SURFACE WITHIN LIMITS OF CONSTRUCTION If1t:�r°` GS n Hal 23+00 6 1/4 -t ! — '1qA 24t00 GS I MATCHLINE SEE DWG C-010 MATCHLINE SEE DWG C-009 NOTES: 1. FOR WETLANDS, OPEN WATERS AND WATERS OF THE US LIMITS SEE LANDSCAPING PLANS. 2 MATERIAL AROUND EXST POND IS FINE MATERIAL AND SHALL BE REPLACED WITH NATIVE MATERIAL COMPACTED PER SPECIFICATIONS. 3. FOR PROJECT CONTROL SEE CONTROL LINE PLAN DWGS CL -01 THROUGH CL -04. TOE OF BANK SHOWN FOR REFERENCE. 4 APPROXIMATE LOCATION OF ANADARKO AND TOP OPERATING GAS LINES SHOWN.. IN CASE OF EMERGENCY CONTACT INFORMATION IS PROVIDED IN THE PROJECT COORDINATION SPECIFICATION. 5. IMPROVEMENTS ON SOUTH SIDE OF SAINT VRAIN CREEK TO BE BUILT BY OTHERS, ACCESS TO BE DETERMINED BY OTHERS. 6. SURVEY WAS COMPLETED FEBRUARY OF 201$. EDGE OF WATER AND OVERALL TOPOGRAPHY IS EXPECTED TO DIFFER SLIGHTLY FROM EXISTING TOPOGRAPHY SHOWN. IF FIELD CONDITIONS VARY SIGNIFICANTLY FROM WHAT IS SHOWN NOTIFY OWNER'S REPRESENTA TIVE OF DIFFERENCES IMMEDIATELY. 6 FOR TREE REMOVAL INFORMATION SEE G-020. - WORK DONE BY OTHERS 50 100 150 • it * E ■ ... • lit Scale In Feet KEY MAP 9191 S JAMAICA ST T ENGLEWOOD CO 80112 IC I C CS Q 0 U) w Ir w a O z C a E 0) c o lY 0 x C3 w O I- I 'C O ti 5C5 O o z ce 0d Z Ia_ I — z 4 I — z w J w Ce VERIFY SCALE bAR IE. ONE INCli ON ORIGINAL DRAWING. O�1' DATE JULY 2016 PROJ 653819 DWG O-008 $PWURL SPWPATH FILENAME: SSR-FD-0008.dgn PLOT DATE: 2016\07129 SHEET 36 of 103 PLOT TIME: 6:32:06 AM A C D 1 2 131307000062 \it CITY OF LONGMONT 1. r a l t rf • ) • \ 1• 140. I, e do J` il'. ). w • . 1 • •I st „CI ac #4 7:1;1 r1 1 IA '1 L. I is 1/ ri-toset0 illZvf€0; I Iec , .. • i . �' r ;. - rp •P+ VI. :. i TOP OF BERM EL 4870' +f - END OF 600 IF OF CHANNEL SIDES: 4:1 BOTTOM WIDTH: 30' '�•'�.I, 131317200056 BIGELOW PROPERTY 3 isv• V1 !II $_= V. �. X43 r ' : �"- . • �'; r, "' ► ' C -al Ca.: L1 - - - I <4: � . iR •,,.'' 4 MATCHLINE SEE DWG C-OO8 I LIMITS OF CONSTRUCTION. TYP I 131306000045 AGGREGATE INDUSTRIES S 131 CITY 0 131308300001 CAMAS COLORADO INC/AGGREGATE INDUSTRIES 5 9090. ONOM+ T AGGREGATE INDUSTRIES POND EXST POWER POLES TO BE REMOVED AS NECESSARY. TYP PROPERTY LINE, TYP BACKFILL TO ELEV 4875 CONSTRUCTION EARTHWORK ACTIVITIES IN THIS AREA NOT TO DISTURB ACTIVE MINING ACTIVITES 131317000052 CAMAS COLORADO INC/AGGREGATE INDUSTRIES 131317100002 AGGREGATE INDUSTRIES NOTE: KEY MAP 0 50 100 Scale In Feet 150 1. FOR WETLANDS, OPEN WATERS AND WATERS OF THE US LIMITS SEE LANDSCAPING PLANS. 2, FOR PROJECT CONTROL SEE CONTROL LINE PLAN DWGS CL -01 THROUGH CL -04. TOE OF BANK SHOWN FOR REFERENCE. 3. IMPROVEMENTS ON SOUTH SIDE OF SAINT VRAIN CREEK TO BE BUILT BY OTHERS. ACCESS TO BE DETERMINED BY OTHERS. 4. SURVEY WAS COMPLETED FEBRUARY OF 2015. EDGE OF WATER AND OVERALL TOPOGRAPHY IS EXPECTED TO OIFFFR SLIGHTLY FROM EXISTING TOPOGRAPHY SHOWN. IF FIELD CONDITIONS VARY SIGNIFICANTLY FROM WHAT IS SHOWN NOTIFY OWNER'S REPRESENTATIVE OF DIFFERENCES IMMEDIATELY. - WORK DONE BY OTHERS LI I m a O w Ui w z cn 0 U cc a a 9191 S JAMAICA ST ENGLEWOOD CI O z a cn 0 E uJ z RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH VERIFY SCALE BAR IS ONE INCH ON OIUGINAL DRAINING. 0 1. DATE_ PROD 0 w- a --1 q We P� LL g to •{•{ s�}},, W O 8 0 M ifER W tfa 0 - Q O Ct F — CI 0 C) JULY 2016 653819 DWG C-009 SHEET 37 01 103 $PWURL $PWPATH PLOT DATE: 2016/07129 FILENAME: SSR-FD-CO09.dgn PLOT TIME: 6:33:20 AM 2 CO 0 O O1 uJwI W z I I- 1 i 131308000033 HAYES I I PROPERTY LINE. TYP GS NO WORK ON PRIVATE PROPERTY SHALL BE ALLOWED INSTALL CARSONI'•TE MARKER (33051$60) GS 144 38+00 EXST ACCESS ROAD GS J. j � L '14 2.94D0~ r 131308300002 CITY OF LONGMONT 3 13.1308000032 CITY OF LONGMONT EXST POWER POLES TO BE REMOVED AS NECESSARY, TYP EXST FENCE TO BE PROTECTED GS ti. N 30+.0O N KEY MAP NOTES: 1 FOR WETLANDS, OPEN WATERS AND WATER OF THE US LIMITS SEE LANDSCAPING PLANS. FOR PROJECT CONTROL SEE CONTROL LINE PLAN DWGS CL -01 THROUGH CL -04. TOE OF BANK SHOWN FOR REFERENCE. IMPROVEMENTS ON SOUTH SIDE OF SAINT VRAIN CREEK TO BE BUILT BY OTHERS. ACCESS TO BE DETERMINED BY OTHERS. 4. APPROXIMATE LOCATION OF TOP OPERATING GAS LINE SHOWN. IN CASE OF EMERGENCY CONTACT INFORMATION IS PROVIDED IN THE PROJECT COORDINATION SPECIFICATION. 5. SURVEY WAS COMPLETED FEBRUARY OF 2015. EDGE OF WATER AND OVERALL TOPOGRAPHY IS EXPECTED TO DIFFER SLIGHTLY FROM EXISTING TOPOGRAPHY SHOWN, IF FIELD CONDITIONS VARY SIGNIFICANTLY FROM WHAT IS SHOWN NOTIFY OWNER'S REPRESENTATIVE OF DIFFERENCES IMMEDIATELY - WORK DONE BY OTHERS 0 50 100 150 Scale in Feel GS 1143 EDGE OF WATER, TYP .f • t r It - t LIMITS OF CONSTRUCTION, TYP 1 •. • APPROXIMATE LOCATION OF GAS LINES, CONTRACTOR TO VERIFY AND COORDINATE DURING CONSTRUCTION 4 THICK TYPE M SOIL RIPRAP FROM STA 114 38+00 TO STA H4 38+40 I, j rt EXST ACCESS ROAD GS 2' THICK TYPE M SOIL RIPRAP PROM STA H4 32+40 TO STA H434480 _, ., -I , • J f 3 ' r• ) / 7:: 1el• x -4;i; 4"2- / .f_ • -34Cfir' :'' --r (144114/19 d•-• i1/4 '' r al ti ; 1 •sr y rI- i i �.C '' 7.r, - r- I( •H-4 3_54700 2' THICI4 TYPE M SOIL RIPRAP FROM STA 114 3R+40 TO STA H4 39+80 \EXST WELL \ o5 PROTECT EXSTIREES 4'THtOIKTYPE VH VOID -FILLED RIPRAP FROM $TA H4 35+00 TO STA' H4 38+00 -s 4860 4' THICK TYPEM SOIL RIPRAP _ FROM STA H4 34+80 TO STA HA 35+00' OSs .• r j i Y hit /ell FA, r� / �'cler" • I h '11 scar 4' -THICK, TYPE VII VOID -FILLED RIPRAP FROM STA AlE 10400 TO STA AlE 13+78 Te> ,- -it T. srr ?I' r'4 r t r SHADING PAST TOE OF BANK INDICATES BELOW GRADE RIPRAP SEE SECTIONS FOR DETAIL, TIP �-- -- , -CONTRACTOR TO MATCH EXISTING ME 1' • r O a z j -- N REUSE Of DOCUMENTS' THIS OOCVMEWT, ANO THE MAR MID DESIGNS CiC©PPORATED nEREN4 AS Ni IKSTRiALENT OF PROFESSIONAL SERVICE. IS TEE HNOPEHTY 00.41CF ©alai HILL 2016 ALL RIGHTS RESERVED. N DOCUMENTS 00.41ED I Mils MO t5 NOT TO SE USIN WYIeCLE OR IN PART, FOR ANY net:PROJECT WitWOUT THE WRITTEN AUTHORlZATIOYOF CH2M NHL. NO. DATE REVISION BY APVD DSGN — OR ICHK APVD F LAMBRECHTSEN M MONANAN A COOK D ELSNER RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH CIVIL GRADING PLAN VIEW J O p D re CONSTI PLOT DATE: 2016/07129 PLOT TIME: 6:34:10 AM $PWURL $PWPATH FILENAME: SSR-FD-0010.dgn 3 a 1 rer—' 131308000032 CITY OF LONGMONT O 9 O col 'Peel* Ir - i s I it ,r�,'Y t • I I PROTECT EXST TREES 13108300002 CITY OF LONGMONT PROPERTY LINE, TYP LIMITS OF CONSTRUCTIOTYP. r 4' THICK, TYPE VII Vol D•FILLED RIPRAP FROM STA Al E 10+00 TO STA Al E 13+7 D 131308000030 CITY OF LONGMONT 0 EDGE OF WATER, TYP SHADING PAST TOE OF BANK INDICATES BELOW GRADE RIPRAP SEE SECTIONS FOR DETAIL, TYP 2' THICK. TYPE M SOIL RIPRAP FROM STAAPE 10*D0 TO STA A2E 13+15 MAINTAIN EXST POSITIVE GRADE J , EXST GRAVEL POND 't • . +_ IMITS OF SOIL RIPRAP, TYP 3 -Jr r.1 , : 1 • ere' s,ir. �I ` \ 11� /019 P 1k I{ I, • MATCHLINE SEE DWG C-012 e. ..--r NOTES: 1. FOR WETLANDS, OPEN WATERS AND WATER OF THE US LIMITS SEE LANDSCAPING PLANS. 2. FOR PROJECT CONTROL SEE CONTROL LINE PLAN DWGS CL -01 THROUGH CL -04. TOE OF BANK SHOWN FOR REFERENCE. 3. IMPROVEMENTS ON SOUTH SIDE OF SAINT VRAIN CREEK TO BE BUILT BY OTHERS, ACCESS TO BE DETERMINED BY OTHERS. 4. SURVEY WAS COMPLETED FEBRUARY OF 2015. EDGE OF WATER AND OVERALL TOPOGRAPHY IS EXPECTED TO DIFFER SLIGHTLY FROM EXISTING TOPOGRAPHY SHOWN. IF FIELD CONDITIONS VARY SIGNIFICANTLY FROM WHAT 15 SHOWN NOTIFY OWNER'S REPRESENTATIVE OF DIFFERENCES IMMEDIATELY. - WORK DONE BY OTHERS 50 100 150 Scale In Feet KEY MAP w w 7 U, 1 W 0 z Q VJ = > w O O U W W r G U x a x U 3 o= Px dz r 2 2v 5 w 0 9191 S JAMAICA ST ENGLEWOOD CO 80112 C 0 E Val C W re vs)U z w z O C Y z .111.( 5 > Z cc n' CD< Q. I - z w w a a LL VERIFY SCALE OAR IS ONE INCHON ORIGINAL DRAWING 0 OS S. DATE JULY 2016 PROJ 653819 DWG C -01l SHEET 39 of 103 FILENAME: SSR-FD-0011.dgn PLOT DATE: 2016t07129 PLOT TIME: 6:36:02 AM 1) W O 0 a 0) 0 $PWURL $PWPATH C' 1 131308000030 CITY OF LONGMONT EXST GRAVEL POND ti4 �4 _cc cdr PROPERTY LINE, TYP SHADING PAST TOE OF BANK INDICATES BELOW GRADE RIPRAP SEE SECTIONS FOR DETAIL, TYP EDGE OF WATER, TYP If LIMITS OF SOIL RIPRAP, TYP MATCHLINE SEE DWG C-011 2 MATCHLINE SEE DWG C-013 I N 1288779.27 N 1298592.53 13 7. 1 4' THICK, TYPE M RIPRAP FROM STA A3E 20+00 TO STA A3E 25+18 C f 131307000003 TEMPERATURE PROCESSING CO 1 -r r , ` • a } { —` ,• 1 P4 F- C liteP / ri 1 T .„) �N., Lb i / )--\\ 1. r Llr f.1. - _ 11: t . \ . 5 C.. 3 ; -gyp S �. I k ` 7 ? c -I, , f l • % s' -` --!/ a 0 kkg s* IL 9 /.1 Alp - r, 61 BOULDER CREEK -D t 1 I I 5 NOTES: 1. FOR WETLANDS, OPEN WATERS AND WATER OF THE US LIMITS SEE LANDSCAPING PLANS. 2. IMPROVEMENTS ON THIS SHEET ON THE SOUTH OF SAINT VRAIN CREEK WILL BE CONSTRUCTED BY OTHERS. 3. FOR PROJECT CONTROL SEE CONTROL LINE PLAN DWGS CL -01 THROUGH CL -04. TOE OF BANK SHOWN FOR REFERENCE. 4. SURVEY WAS COMPLETED FEBRUARY OF 20015. EDGE OF WATER AND OVERALL TOPOGRAPHY IS EXPECTED TO DIFFER SLIGHTLY FROM EXISTING TOPOGRAPHY SHOWN. IF FIELD CONDITIONS VARY SIGNIFICANTLY FROM WHAT IS SHOWN NOTIFY OWNER'S REPRESENTATIVE OF DIFFERENCES IMMEDIATELY. PIM - WORK DONE BY OTHERS 50 100 150 Stab In Feel KEY MAP �4S . dl tat ... - ••, w -13/4"` =; itst IN- -ac ltd N DOCUMENTS RELSE C DO:UI/EMTS: THIS HILL AND AND THE IDEAS AN DESIGNS IN PAR RATED HEREIN. AS AN JE TRT TROFESSION1AL SERVICE TS THE PROPER QCH2M HILL 2016. ALL RIGHTS RESERVED. CHM HILL AND IS NOT TO BE USED. IN WHOLE OR IN PART, FOR ANY ornEst PROJECT WITHOUT THE WRITTEN AUTHOWATION OF CN3LI HILL APVD 0 ELSNER m z O tSo= S; a 'C cc DR M MONAHAN DSGN F LAMBRECI-ITS EN w Q 0 O a RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH CIVIL GRADING PLAN VIEW L O p H i co La _C) $PWURL $PWPATH FILENAME: SSR-FD-0012.dgn PLOT DATE: 2016107\29 PLOT TIME: 6:35:59 AM 1 2 3 4 ,tit"I, l,�ILV I ► ` fr)'1"'► 4ylM,ll�lll II I,►II ti I�I \ iI 1'EMp119I1�'I11141�1�I'► ►. NIIi 1 IrIflIIIIIt��I1iN1��f rif 1�11;i JIM �I,�,I,N►IJllf !►• ,Iltllfi lltlriffllfl HT I 1� ,��1111111 III^11fr'1 I I E 1 r II10,11;Ir11I � E!Ir" 11 N )71.'J'L.Ip1►Iil w IiJ ,I/1 •./f /II�.Irol)l rlI''�►I lll al l —7 I ./ r 131308200031 CITY OF LONGMONT 5, till -if .I l I: I3C 0 UaQ CITY Or LONI.TN,MI;.INNT r o fr r • .. I I I I 4r4I� r,t 1 .� "1 % ` :mot It ti l ' ,\ 1 1 1 _ 4 I ! :. •. r_ t • " • 1 ..‘70 6 . .1 J L.� 1 �• — L I • 1�y1� ,, 1 �1 47 / C C• I•. 1�1 ��! YY l• • 4- ti>!•'', ' , , 1,1 ctl► :— III' y A 1 1 MATCF—T- L EXST GRAVEL POND 131309200008 CITY OF LONGMONT KEY MAP NOTES: 1. FOR WETLANDS, OPEN WATERS AND WATERS OF THE US LIMITS SEE LANDSCAPING PLANS. 2. FOR PROJECT CONTROL SEE CONTROL LINE PLAN DWGS CL -01 THROUGH CL -04. TOE OF BANK SHOWN FOR REFERENCE. 3. SURVEY WAS COMPLETED FEBRUARY OF 2015. EDGE OF WATER AND OVERALL TOPOGRAPHY IS EXPECTED TO DIFFER SLIGHTLY FROM EXISTING TOPOGRAPHY SHOWN. IF FIELD CONDITIONS VARY SIGNIFICANTLY FROM WHAT IS SHOWN NOTIFY OWNER'S REPRESENTATIVE OF DIFFERENCES IMMEDIATELY. N 0 0 50 100 150 Scale In Feel NO IMPROVEMENTS ON THIS SHEET INCLUDED FOR LOCATION REFERENCE 131309000003 CITY OF LONGMONT NE SEE DWf012 r' a 1 ti .., •, s y .01 ,t• `. . I N V DOCUMENTS REUSE OF DOCUMENTS THIS CMW �N S NOT TO BAM3 THE E USED.. Pd W* OIE AS AND R IN PART.INCORPORATED04 A Y flTNER PRUJSCT WITHOUT THE WRITTEN AVM ORILLT1OW OF-CH2M FILL '0 CAM HILL 2016. AU. RIGHTS RESERVED. APVD D EL$NER m REVISION 8 4) ac x O OR hM MONAHAN, DSGN F LAtOBRECHTSEN. DATE a RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH ir CIVIL GRADING PLAN VIEW M ns 0 .0 D CC I- ) CO Ia 0 O PLOT TIME: 6:37:17 AM $PWURL $PWPATH FILENAME: SSR-FD-0013.dgn PLOT DATE: 2 01 610 7129 2 1 0 1eT • '� f fi`f\- / 4860 1 e��. IL crLid N j or .qi � •S Jt 4; ) t=ot..: <'• v II 11404 - - r y..% _ 1 .-- 14 , s_, 4. . f ` . '`� f 71. �nr , , :,6ry700-.-c-sa.vqt..tLtT_kc__j • "!er` i, !� ,� f r -. J of 131'3690b0003 r, I r ; $ t7 ♦s! TEMPERATURE PROCESSING 1, - -. r , /r/ . 14 f a / 2. 131309200006 CITY OF L0NGMONT r ti SEE DWG 05-08 FOR MAINTENANCE ROAD FROM COUNTY ROAD 7 ✓ 1 vie - — ii LIMITS OF CONSTRUCTION. TYP. Q .A ,0 d 4 .,t EDGE OF WATER. TYP' .` f ` • / • /1' /f `tit .ICI Y l Cr - l -"/ (1)Om f C L r' — 1, f PROPERTY LINE. TYP. / ( / r- ) cr g•` r .486Q.; - I, s C 4 1 r r 11 'i I IL FORMER BOULDER CREEK ALIGNMENT .r ti r 1 NOTES: FOR WETLANDS. OPEN WATERS AND WATERS OF THE US LIMITS SEE LANDSCAPING PLANS_ 2. SURVEY WAS COMPLETED FEBRUARY OF 2015. EDGE OF WATER AND OVERALL TOPOGRAPHY IS EXPECTED TO DIFFER SLIGH-fLY FROM EXISTING TOPOGRAPHY SHOWN. IF FIELD CONDITIONS VARY SIGNIFICANTLY FROM WHAT IS SHOWN NOTIFY OWNER'S REPRESENTATIVE OF DIFFERENCES IMMEDIATELY. 1. 0 50 100 150 Scale In Feet KEY MAP y M `IT REUSE OF DOCQ%*DJTS� THIS DOCUMENT. ANU THE IDEAS AND D€SIGHS INCORPORATED HEREIN. AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY �CH2A1 HILL 2816, ALL RIGHTS RESERVED. N D O C l.J J Y! E I V C}I7N HILL AND IS NOT TO SE 'USED_ IN WHOLE CR IN PART, FOR ANY OTHER PROJECT R1THOUT TFE WRWTiEN AUTRORIZATIOY OF CN1N Ha. _.,,• ...Af , 1 o c. d re w 2 m W O , 1 a,� � a x O cz a 0 2 2 Of 0 b5GN FLAM$RECHTSEN a z 21 4t- 9191 5 JAMAICA ST ENGLEW000 CO 80112 �, AN cu a C 0 co C 0 kb:ppd : O RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH CIVIL GRADING PLAN VIEW N 0 VERIFY SCALE BAR ISOUt WCtHON GRIMM DRAWING o 1• O D re DATE JULY 2016 11C PROJ 653815 DWG C-014 SHEET_ 42 of 103 6 $PWUR.L $PWPATH FILENAME: SSR•FD-0014.dgn PLOT DATE: 2016107128 PLOT TIME: 6:39:32 AM A 0 '1 ST VRAIN CREEK f % PROTECT EXST TREES f \ REPLACE 70LF +/- OF CRUSHER FINES -4 EXST PIPE TO BE PROTECTED IN PLACE AND CLEANED 1', EXST TRAIL N (11-r) 10 20 30 1"-T-10' 2 3 CITY OF LONGMONT 131318200007 l t FILL SLOPE TO MATCH ADJACENT GRADE LIMITS OF GRADING EDGE OF WATER, TYP LIMITS Op.CONSTRUCTION INSTAL!, 50 LF 30INCH HOPE WITH FLARED END. CONTRACTOR TO CONNECT TO EXST PIPE AND SLOPE TO EXST 1 GROUND INV = 4880+1- \ POINT CONTRACTOR TO FIELD VERIFY GREENWAY TRAIL REPAIR 1 1"=10'-0" 0 4 / - , EXST TRAIL REPLACE 100 LF s -/- OF CRUSHER FINES / N REPLACE 65 LE OF SIDEWALK SEE NOTE 4 I 5 _ I NOTES: 1. CONTRACTOR TO VERIFY EXST CONDITIONS. 2. IMPROVEMENTS TO MATCH EXST GRADE. 3. CONTRACTOR TO PROTECT EXST VEGETATION TO MAXIMUM EXTENT PRACTICAL 4, SAWCUT EXISTING CONCRETE TRAIL SUCH THAT A MINIMUM 5 -FT STONE REMAINS OR SAWCUT AT NEAREST JOINT. 10 1"=10' 20 30 CITY OF LONGMONT 131318200007 LIMITS OF CONSTRUCTION PROTECT EXST } TREES / L- FILL SLOPE TO MATCH ADJACENT GRADE GREENWAY TRAIL REPAIR 2 1'=10'-0' /, • LIMITS OF GRADING .." It ;3121 N REVS£ OF GacumuNTS: tRr$ Document. AID THE IDEAS AM DESIGNS INCORPORATED HEREIN, AS AN IASTRUMENT 04 PROFESSIONAL SERMC£ CS THE PROPERTY Cf OCNFM HILL 2016 All RIGHTS RESERVED. I VDOCUMENTS1CJi2M HILL AND ISNOT TO SE USED. IN WHOLE'OIZ W PART, FOR ANY OTHER PROJECT WITHOUT Y/E WRITTEN * UTHOPii.AtIQN 9c CHM HILL iV 6l e d m REVISION OR CHK M MONAHAN A COOK Z in XI ;I LL LA 0►' Z Nd d 9191 S JAMAICA ST ENGLEWOOD CO 80112 15 p (fly of Lonanoi Al f J t. cc c) d cc W;" z o is ........__ 0 � z r z Mai J co Ir Z d a. O , cc d z LL1 ...op.. —3 O VERIFY SCALE I.=. BAR ORIGINAL u1- IS ONE INCHON DRAWING U p DATE JULY 2016 LLry I- PROD 653819 CO DWG C-101 0 SHEET 43 of 103 U $FWURL $PWPATH FILENAME: SSR-FD-O101.dgn PLOT DATE: 2016\07129 PLOT TIME: 6:38:37 AM 1 ./e /r i r,, r, • C;r L. LIMITS OF RIPRAP N 1297857.57 E 3129752.7 FOR BRIDGE PLANS AND ELEVATION SEE DWG 8-002 LIMITS OF RIPRAP N1287896121 31297550.16 I GREENWAY TRAIL ' SEE DWG PP -01 TES PP -04 2 LIMITS OF RIPRAP N 1297949.91, E 3129946.51 SEE DWG C-004 FOR VOID -FILLED RIPRAP 4' THICK TYPE VH VOID -FILLED RIPRAP DROP STRUCTURE RIPRAP TO OVERLAP EMBEDDED EMBANKMENT RIPRAP -J SEE DWG C-005 FOR VOID -FILLED RIPRAP Min OF RIPRAP 1297614.01 E 3129908.07 LIMITS OF RIPRAP, TYP ,\ \\ r i r-i 1 ti, , \ ,�ti \\, 1 ` -, 4 i } k 1 1 i r l .` S. N ly 1 c • ti i • r NOTES: 1. FOR WETLANDS, OPEN WATERS AND WATER OF THE US LIMITS SEE LANDSCAPING PLANS. 1-=20' FILENAME: SSR•FD.C102.dgn t:..e. 1`� y GERvICEIS N DOCUMENTS RE43c or D[KU7.lfNTS: T 0 1 UM C NOT THE IEL'AS MEG,I WHOLE 4R IN PART. FOR V Q11 R PROJECT % Th ' T WRT TEN AL THORIZA IC' PROPERTY @CH2M HILL 2016. ALL RIGHTS RESERVE. CFi2M HILL.AVO IS ROT TO 8£ R. VTl\TIgLE OR IN PART. F�yR 1�4Y gT1iER PROJECT 5\1fN0Uf THE YF.IIT:EIri dLfiliOR73J4Ti0» OF VIVA HILL 0 d CHi{ APVD A COOK D ELSNER co Z O U) I m 2 O OSON FLAMBRECHtSEN d O z p C a E RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH CIVIL ENLARGED PLAN B _O p 0 D Cr 1' Y JSTI 16 PLOT DATE: 2016107129 PLOT TIME: 7:22:04 AM $PW URL $PWPATH CONTROL LINE 08 N 1 903.87 E 313' CONTROL LINE B7N 810N 14+00 2' THICK TYPE M SOIL RIPRAP $PWURL 2 N 1297891.11 E 3130536.33 INSTALL STOP LOG STRUCT WIDTH -24' INVERT . 487100 TOP OF WALL m 4879.50 SEE DWG S-002 �- N 297855.4 E. 4.98 12979 43 35 (j} 3130503.25 ONTROL L INSTALL DIVERSION STRUCTURE INV IN a 4873.00 NV OUT = 4872.90 TOP4F BERM = 4877.50 SEE MG S-001 N 1297922.18 E 3130590.46 N 4297916.28 E 3130587,'99 E B13N N 12978 E 313057 N 12978:2.89 E 31305 2.87 N 1297870.32 E 3130555.90 CONTROL LINE B1ON 4 I 5 I 13 ARMOR EMBANKMENTS WITH.2' THICK TYPE M SOIL RIPRAP zz- N 1297903.39• E 31305:7.17 N 12978.75.94 E 313057923 1297867.73 E3138 95,77 2' THICK TYPE SOIL RIPRAP N 1297909.87 E 3130521.90 N 1297004.84 E3130620.10 N -1297888.92 E 3130624.32 N 1297924.99 E 313063927 1. FOR WETLANDS AND OPEN WATERS BOUNDARIES SEE LANDSCAPING PLANS. 2. FOR PROJECT CONTROL SEE CONTROL UNE PLAN 0WGS CL -01 THRU CL -04. REMOVE HIGH POINT IN PRE -FLOOD CHANNEL AND GRADE CHANNEL FROM STRUCTURE AT 4872,90 TO CONTOUR SHOWN AT 4872.00 $PWPATH FILENAME: SSR-FD-C103.dgn z w m I- s r, w cc z 5 O IL rn C VERIFY SCALE BAR IS ONE INCH ON ORIGINAL °RAWING. 0 JULY 2016 PROJ 663819 DWG C-103 SHEET 45 of 103 PLOT DATE: 2016\07129 PLOT TIME: 6:40:57 AM G10+00 44890 i STA 10+90+1- N 12984 3128871.941. CONNECT TO EXST BRIDGE SEE DETAIL THIS DWG GT 10+00 EXST BRIDGE a- EXST BRIDGE PROPERTY LINE, TYP =-4,0100 V 2 cu 0 co op Ia140.OQ_ _ K=40. 1 IL PROPOSED GRADE AT TRAIL CENTERLINE MATCH EXST CONTRACTOR TO FIELD VERIFY GT 11+00 - GT 12+00 TRAIL CENTERLINE SEE NOTE 5 NOTES: 1. SEE LANDSCAPING DWGS FOR MITIGATSON AREAS, WETLANDS, WATERS OF THE U.S. 2. CONCRETE TRAIL TO HAVE 2% CROSS SLOPE DRAIN TOWARD THE EAST. 3. SEE DWG C-004 TO C-006 FOR GRADING PLAN. 4. CONTRACTOR TO PROTECT EXISTING BRIDGE AND BRIDGE ABUTMENT IN PLACE, 5, FOR HORIZONTAL CONTROL SEE DWG G-019. i 13' WIDE TRAIL CORRIDOR SEE SECTION SHEET NOTE 4 EXISTING BRIDGE PREMOLDED JOINT FILLER a U) c 0 '4, C7 CO W () 2 NEW CONCRETE TRAIL EXPANSION JOINT =o aI_p 'i-v I z c S_p.0250 N a 20 40 60 Scale In Feet EXISTING BRIDGE CONNECTION DETAIL MIS 6" THICK CONC TRAIL 8=0.0150 EXST GROUND AT TRAIL CENTERLINE GT 13+00 GT 14+00 MATCHUNE STA GT 15+00, SEE DWG PP -02 GT 16+00 to el J z O m 'Si cc 111 a 0 LU W O'to ' O x z O O 4890 4880 4670 w 0 9191 S JAMAICA ST ENGLEWOOD CO 80112 a C 0 E 03 .�J Qi E Q ct • f --a U >O z Q tuft -" F- z z W Q Q le- (17; U`i w u F- 8 U J C3 a LL g OO r • aI- z zd !1) J z J CL VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING. U 1 DATE JULY 2016 PROD 653819 DWG PP -01 I- w 0 z 0 U MD CC U) z 0 $PWURL $PWPATH SHEET 46 of 103 FILENAME: SSR-FD-PP-01dgn PLOT DATE: 2016\47129 PLOT TIME: 7:12:05 AM Min 1 0 to t- 0 x d I I i i T 0 I PROPOSED GRADE 4890 W I AT TRAIL CENTERLINE to O 4880 z c) d 4870 GT 15+00 BEGIN BRIDGE ALIGNMENT ti BEGIN BRIDGE ALIGNMENT SEE DWG a-002 EXST GROUND AT TRAIL CENTERLINE GT 16+00 GT 17+00 GT 18+00 C I 7 TRAILCENTERLINE SEE NOTE 4 i i I GT 18+40 END BRIDGE ALIGNMENT ABUTMENT PROTECTION SEE DWG C-102 BRIDGE SEE DWG 0-002 ammra- GT 19+00 NOTES: 1,. SEE LANDSCAPING PLANS FOR MITIGATION AREAS, WETLANDS AND WATERS OF THE U.S. 2. CONCRETE TRAIL SHALL HAVE 2% CROSS -SLOPE, DRAINING TOWARDS THE EAST. 3. SEE DWG C-004 TO C-006 FOR GRADING PLAN. 4. FOR HORIZONTAL CONTROL SEE DWG G-019. a 20 40 Scale In Foal 60 END BRIDGE ALIGNMENT SEE DWG B-002 13' WIDE TRAIL CORRIDOR SEE SECTION SHEET 10' WIDE CONCRET TRAIL PER DETAIL (sotc1) 0 14. cr11Sq 611T HICK CV CONC TRAIL I- 45 9 d 0 Lii LU O 0 0 V! z GT 20+00 4690 I m z O w w rr cc w F b O X cc a 4860 4870 w a C 9191 S JAMAICA ST ENGLEWOOD CO 80112 O z a C 0 E ttec D x ©C42M HILL 2016. ALL RIGYTS RESERVED. sal p� a. Ey grP 11 IIgg FO RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH -J c) < CD WL J0u)I uJo LL O LL n— a� 00 z< zQ) J d VERIFY SCALE BAH IS ONE INCH ON ORIGINAL DRAWING - 0�i- DATE JULY 2016 PROJ 65381 DWG PP-0 SHEET 47 of 103 9 i- w C O 0 z _0 F LPL. �zz 0 O 2 SPWURL $ PW PATH FILENAME: SSR-FD-PP-02,rign PLOT DATE: 2016107129 PLOT TIME: 11:19:54 AM A S C D 1 NOTES: fl 1 2 I 3 I - r I tao 0 0 -0 O 1. SEE LANDSCAPING PLANS FOR MITIGATION AREAS, WETLANDS AND WATERS OF THE U.S. 2. CONCRETE TRAIL SHALL HAVE 2% CROSS -SLOPE, DRAINING TOWARDS THE EAST. 3. SEE DWG C-004 TO C-006 FOR GRADING PLAN. 4. FOR HORIZONTAL CONTROL SEE DWG G-019. 0 20 40 60 C d. 4E390 LLI 00 — N 0 4880 t r I () z I H 4870 Scale In Feet GT 20+00 r rN f / 487& r IA 7J Jt� /t 9 L9tr CITY,OF LCNv 131847000062 PROPOSED GRADE AT TRAIL CENTERLINE EXST GROUND AT TRAIL CENTERLINES N GT 21+00 • Sr -00110 ti r.� 24' RCP CULVERT 24" RCP CULVERT 6'1 THICK CONC TRAIL GT 22+00 1 1 J J 4 IQ' WIDE CONCRETE TRAIL PER DETAIL \ 601.01 f -1 ' '�1 e• ,1 r�; ; , `,\ \ _ 1 ti 13' WIDE TRAIL CORRIDOR SEE SECTION SHEET • I t �'. Lc 119.05' K• .20' ti te'- v plane' &.1 5 TRAIL CENTERLINE SEE NOTE 4 GT 23+00 GT 24+00 a - rt O a.. 1 C IW 0 CITY OF LONGMONT 131307000046 Liu 0 IW Ir Zi H GT 25+00 4890 4880 4870 9191 S JAMAICA ST ENGLEWOOD CO 80112 W O O z 4) c 0 E 0) c, o J w z O 0 O d 2 cr C z w U, W z D OCH2M HILL 2016. ALL RIGHTS RESERVED a Hg G7 z +f) g z Z ° W z z ai C9 CO w }Wl- o 0J0 LL O ce I0_ O 0 d Q Q CC 0 z I - z to I - w w cc E VERIFY SCALE BAN IS ONE INCH ON ORIGINAL DRAWING. 0 1' DATE JULY 2016 PROJ DWG 653819 PP -03 SHEET 48 of 103 z 2 0 O z O O U) z 0 $PWURL $PWPATH FILENAME: SSR-FD-PP-03.dgn PLOT DATE; 2016'i07\29 PLOT TIME: 11:23:40 AM 4900 4090 4880 N GT 29+00 I I tor PROPOSED GRADE AT TRAIL CENTERLINE GT 26+00 TRAIL CENTERLINE SEE NOTE 4 G5 St 0.0127 6 r'� EXST GROUND AT TRAIL CENTERLINE 4 PROPERTY LINE, TYP 7 13' WIDE TRAIT CORRIDOR SEE SECTION SHEET 10' WIDE CONCRETE TRAIL PER DETAIL moil) GT 27+00 6" THICK CONC TRAIL STA 28+304 - CONTRACTOR TO MATCH EXST GT 28+00 STA 28+00 TRANSITION FROM 10' WIDE TO EXST 8' WIDE TRAIL AT 10:1 Scale In Feel EXST TRAIL TO REMAIN REMOVE 130 LF EXST CONC TRAIL N 1297125.6+/- E 3129127.441- N 1297128.3+1- 31 9110. +1 - CONTRACTOR TO MATCH EXST STA 28+25 +/-, - 0 J W Pig C ci NOTES: 1. SEE LANDSCAPING PLANS FOR MITIGATION AREAS. WETLANDS AND WATERS OF THE U.S. 2. CONCRETE TRAIL SHALL HAVE 2% CROSS -SLOPE, DRAINING TOWARDS THE EAST. 3, SEE DWG C-004 TO C-006 FOR GRADING PLAN. 4. FOR HORIZONTAL CONTROL SEE DWG G-019. 6. CONTRACTOR TO VERIFY CONDITION OF EXST CONCRETE TRAIL AND REPLACE AS NEEDED. REPLACE 39 LF TRAIL MATCH EXST TRAIL BOTH SIDE S=0.4074 N 1 96 E 3129114,4+1• N 1298967 S=A.0061 Q F u5w N 1298928.0+1- 1.96928.5+ - E 3129106.6*1eel - 0,1 GRADING LIMITS. TYP CONTRACTOR TO VERIFY EXST GROUND 4900 4890 4880 . I I N DOCUMENTS REUSE: OF DOCUMENTS- THIS DOCUMENT, Ana THE tCSAs ANOQESIGH $ NCORPOQA7ED IEREIL AS AN I}CSIMNEHT OF PROFESSIONAL SERVICE, IS T * PR¢PI RTv OF ©OHM HILL 201E ALL RIG RS RESERVED. CI-PM HILL AND IS NOT TO SE , TN WHOLE Oct IN PART. FOR ANY OTHER PROJECT WITHOUT THE WRfTTEN AUr4OAZA7ipw QF 0H}M MIL. a Q w z 0 03 J ILI 0 REVISION CHK A COOK DR M MONAHAN DSGN FLAMSRECHTSEN DATE d z RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH CIVIL PLAN AND PROFILE - GREENWAY TRAIL STA GT 25+00 TO STA GT 28+58.59 LI U ni (V DN 1e $PWURL $PWPATH FILENAME: SSR-FD-PP.04.dgn PLOT DATE: 2016107k29 6107 12 9 PLOT TIME: 11:30:24 AM 4900 _ _ 4900 4890 _ PROPOSED GRADE EXST GROUND 6" TOPSOIL CONTROL LINE Al 4880 _~ _ 4870 . 4860 TIE INTO EXST CONTROL LINE A2 _ 4890 - 4880 4' THICK. TYPE VH VOID FILLED RIPRAP 0+0D C-002 4900 4890 4880 _ 4870 . 4860 4870 4860 1+00 2+00 SECTION (STA Al 14+34) H:1 "DSO' -0" V:1"=10'-0" EXST GROUND CONTROL LINE PSB PRE -FLOOD CHANNEL TIE INTO EXST PROPOSED GRADE CONTROL LINE P28 3' SOIL LIFTS IN i2' LIFTS CONTROL LINE P1 B 4900 4890 4880 - 4870 0t00 C-003 T I I 1+00 2+00 4860 3+00 4+00 SECTION (STA P1 B 14+67) H:11'•50'.-0" V:1"=10' -D" 4900 _ 4690 4880 4870 4860 EXST GROUND PROPERTY LINE CONTROL LINE A2 TiE INTO EXST 6' TOPSOIL PROPOSED GRADE CONTROL LINE Al 4' THICK, TYPE VH VOID FILLED RIPRAP 4900 4890 _ 4880 0+00 4900 4890 4870 4850 0.002 1+00 4870 4860 2400 3+00 SECTION (STA Al 18+04) H:1"=50' -G1" V:1"=10'-0' PROPOSED GRADE -t CONTROL LINE B4N CONTROL LINE 612N 4900 4890 4880 . 4870 0+00 O-004 1+00 2t00 4860 SECTION (STA B12N 11+13) H:1"=5D'-0" V:1"=10'-0" NOTE: 1. CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS. '4. nor! z a to w o: w z w U.? 0 9 w r 2 4 0 w a 9191 S JAMAICA ST ENGLEWOOD CO 80112 a C 0 E Di GJ z ti 0 a m 6 S C.) w a x z g w z O aE a N O co IA d z m -, O W �' h 1.3 a UW 0_ Co Z CIO I- Z a W W 2 z D Ili u) 0 0 It a z O VERIFY SCALE 1- BAR IS ONE INCH ON 0 ORIGINAL DRAWING. o 1 DATE JULY 2016 PROJ 653819 CI} DWG CS -01 a SHEET 50 of 103 Q $PWURL $PWPATH FILENAME: SSR-FD-CS-01.dgn PLOT DATE: 2016k07\29 PLOT TIME: 7:22:58 AM 1 A 8 C D 4900 _ CONTROL LINE B11N 4890 CONTROL LINE BIN 4860 4870 _ 4860 — CONTROL LINE B3N CONTROL LINE B2N STA 6+02+/ - CENTERLINE MAINTENANCE ROAD WEST 20' WIDE 6' TOPSOIL CONTROL CONTROL LINE B9N LIME BsS TIE INTO EXST 2' THICK, TYPE M SOIL RIPRAP EXST GROUND 6" TOPSOIL f CONTROL / LINE B2S TIE INTO EXST PROPOSED GRADE CONTROL 6° TOPSOIL LINE B3S CONTROL LINE BdS 2' THICK TYPE M SOIL RIPRAP CONTROL LINE 855 STA 12+35 GREENWAY TRAIL 2' THICK TYPE M SOIL RIPRAP CONTROL LINE 66S CONTROL LINE B2S TIE INTO EXST 4900 4890 4880 . 4870 0+00 1+00 4900 4890 2+00 C -O04 C-005 1 - PLACE NATIVE CREEK COBBLE TO MATCH EXISTING GRADE 4880 MATCH EXST INVERT 4870 4860 0+00 G-005 1+00 3+00 4+00 SECTION (STA B9N 11+1!)_ H:1'=50'-0" V:1"=10'-0' STA 6+50+/- GREENWAY TRAIL PROPOSED PED BRIDGE ABUTMENT PROTECTION 4' THICK, TYPE VH VOID -FILLED RIPRAP EXST GROUND 2+00 3+00 DROP STRUCTURE SECTION H:1"=50'-0" V:1"=10'-0' 5+00 4900 4890 4880 4870 4860 4+00 6+00 7+00 NOTE: 1. 4' THICK RIPRAP OR V EMBEDMENT INTO BEDROCK DEPENDING ON DEPTH TO BEDROCK. 2. MAINTAIN 2% SLOPE FROM UPSTREAM TO DOWNSTREAM. 3, SEE DWG C-103 FOR LIMITS OF RIPRAP. 4860 8+00 4900 STA 10+22 CONTROL I GREENWAY TRAIL LINE 84S CENTERLINE 0"ITOPSOIL CONTROL 4890 LINE B5S 4880 b 4870 4860 I 4 1 �.✓ to EXST GROUND 2' THICK TYPE M SOIL RIPRAP CONTROL LINE 86S PROPOSED GRADE 6" TOPSOIL CONTROL LINE B2S TIE INTO EXST 0+00 CH) 0-005 1+00 4900 4890 4880 4870 4860 2+00 4' THICK TYPE VH VOID -FILLED RIPRAP SECTION (STA B4S 15+43) H:1"=50'-0" V:1"=10'-0' NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS. 0 Ca w rc 9191 S JAMAICA ST ENGLEWOOO CO 80112 d z a C 0 E cn PO to z U> w O @CI-I2M HILL 2016 AU. RIGHTS RESERVED "o 0E �u 2k is n Z zg w w y con z (9 CSLL Y O 0 U 4 X z VERIFY SCALE DAR IS CUUL INCH ON o4%Ic*LM. ORAV4NG. 0 1 - DATE JULY 2016 PROD a S Fg (/) I- z C-) O C z O U D ct co 2 O U 653819 DWG SHEET CS -0 51 of 103 $PWURL $PWPATH FILENAME: SSR-FD-CSM02.dgn PLOT DATE: 2016107/29 PLOT TIME: 7:00:19 AM 1 A B C D 4900 4890 PROPOSED E 6' TOPSOIL ONTROL i 4880 INE 828 110 4870 4860 4:1 TIE INTO EXST 2' THICK TYPE M SOIL RIPRAP GRADE BREAK AT STA 0+50 EL=4873' N 1297108.27 E 3129057.88 EXST GROUND 0+00 4900 4890 . 4680 4870 4860 L _ C -O06 /C-005 C-006 1+00 2+00 SECTION (STA B2S 13+27) H:1"=50'-0" PROPOSED GRADE REMOVE AND REPLACE EXST SIDEWALK EXST GROUND EMBANKMENT REPAIR TO MATCH SLOPES ADJACENT APPROX 4:1 4900 4890 4880 _ 4870 0+00 1+00 4860 2+00 EMBANKMENT REPAIR SECTION :1"=50•-0" V:1"=10'-0" 3+00 4900 4890 4880 4870 4860 4+00 4900 4890 4880 4870 4880 CONTROL LINE 01S PROPOSED GRADE 6" TOPSOIL 4:1 CONTROL LINE 02S MATCH EXST 2' THICK TYPE M SOIL RIPRAP "-•-. EXST GROUND _ 4900 - 4890 0+00 C-008 1+00 2+00 SECTION (STA B2S 11+29) H:1":50'-0' V:1'=10'-0" 4880 4870 4860 3+00 NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS. r c w 0 49 5 cc w d O 0 ©CH2M HILL 2016 AU. RIGHTS RESERVED. '} J LL taf U �w a isa te ~ LL U SAI O Z 9191 S JAMAICA ST ENGLEWOOD CO 80112 C 0 E 0) cJ 6 O co z 0 n a E5 O z Z z a w U, VERIFY SCALE BAR IS ONE WS ON &dawAL DRAvoNC. 0 is DATE JULY 2016 PROJ 653819 DWG CS -03 SHEET 52 of 103 H z w 2 O O a z O p O CC H U) 2 O U $PWURL $PWPATH FILENAME: SSR-FD-CS-03.dgn PLOT DATE 2016507129 PLOT TIME: 7:03:11 AM 4900 4890 4880 4870 4860 CONTROL LINE B5N PROPOSED GRADE CONTROL LINE 86N 'TIE INTO EXST EXST GROUND _J1 4 PROPOSED MAINTENANCE ROAD CONTROL LINE B5N CONTROL LINE B6N 0+00 4890 4880 - 4870 _ 4860 - 4850 C-004 1+00 2+00 SECTION (STA B6N 10+75) H:1"=50'-0" WING WALL 6" TOPSOIL CONTROL LINE B14N I" EXST GROUND CENTERLINE MAINTENANCE ROAD FLUME 2' THICK, TYPE M SOIL RIPRAP PROPOSED GRADE 4900 4890 4880 4870 4880 3+00 4890 4880 _ 4870 0+00 C-007 1+00 2+00 SECTION (STA B14N 10+26) H:1"c 50'1•0" V:1 "=10'-0" 4860 4850 3+00 4890 _ 4880 . 4870 4860 _ 4850 CONTROL LINE B10N 6" TOPSOIL Y CONTROL LINE B7N PROPOSED GRADE 2' THICK, TYPE M SOIL RIPRAP STA 69+30+/- CENTERLINE MAINTENANCE ROAD CONTROL LINE B8N BACKFILL TO 4 EL 4876± 71 EXST GROUND MATCH EXST 4890 4880 4870 _ 4860 0+00 4890 4880 4870 . 4860 _ 4860 C-007 I 1+00 24-00 3+00 SECTION (STA B10N 11+07) H:1'=50'=0" V:1"=10'-0" EXST GROUND 2' THICK, TYPE M SOIL RIPRAP 1+00 TIE INTO EXST CONTROL LINE 1-13 PROPOSED GRADE 6" TOPSOIL CONTROL LINE H4 4850 4+00 4890 - 4880 _ 4870 0+00 C-008 2400 SECTION (STA H4 12+64) H:1'=50'-0" V:1 "=10'-0" 4860 4860 3+00 GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS. I s M N _, J x gw O Lr Iz w tk 11 liw loo la ys i i Gu t yg X xi U p- i• `u u t 1 0 z w 2 D O O a 2 4 H 0 D t, tir f .... , ;t1 r Q . —14 D Ca T REVISION 9 CHK A COOK z 2 o “ft Ili itl Wa O a a IDATE (j z RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH V C.0 LIS C JU $PWURL $PWPATH FILENAME: SSR-FD-CS-04.dgn PLOT DATE: 2016%07129 PLOT TIME: 7:04:10 AM 2 WORK BY OTHERS 3 4890 4880 4870 4860 4850 EXST GROUND TIE INTO EXST 1 N. - PROPOSED GRADE CONTROL LINE A4W CONTROL LINE MW 6" TOPSOIL CONTROL LINE MW TIE INTO EXST MAINTAIN EXST ACCESS ROAD 7 THICK, TYPE M 4860 SOIL RIPRAP 0+00 1+00 2+00 3+00 4+00 SECTION (STA Al W 22+98) H:1"•50'-0" V:1"=10'-0" WORK BY OTHERS PROPOSED GRADE CONTROL LINE A3W CONTROL LINE MW EXST GROUND � 1 2t00 3+00 SECTION (STA Al W 12+19) H:1"=50'-0" V:1 "=10'-0" WORK BY OTHERS 4890 4890 EXST GROUND CONTROL LINE 0% MW4880 PROPOSED "r GRADE EL 4870+t- J 4870 4860 All r CONTROL LINE A2W 4850 0+00 1+00 C-009 t CONTROL LINE A1W rt TIE INTO EXST 4880 4870 4860 4850 2+00 3+00 SECTION (STA Al W 17+39) H:1 "=50'-0" V:1 "n 10'-0" NOTES: 1. CONTRACTOR TO VERIFY All EXISTING ELEVATIONS. w IX a a J us N J S R N S V `. J I:, c? cc �o o LI E Vet x da�yy � ~4 90 4 I! o a` 1 g Cc3 1 it Nn bATF REVISION BY APVD CtS E RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH h 1 0 I__ LL1 2 r O 0 a Z O_ O ix I— ) in z 5Q U $PWURL $PW PATH FILENAME: SSR-FD-CS-05.dgn PLOT DATE: 2016107129 PLOT TIME: 7:04:58 AM A B G D 4880 _ _ 4880 4870 4860 _ 4850 4840 TIE INTO EXST f� 2' THICK, TYPE M SOIL RIPRAP CONTROL LINE H3 PROPOSED GRADE EXST GROUND \./.- 6" TOPSOIL CONTROL\ -� LINE H4 4870 _ 4860 0+00 WORK BY OTHERS O-010 1+00 4850 4840 2+00 3+00 SECTION (STA H4 31+68) ii:1 "=50'-0' V:1"=10'-0° CONTROL LINE A1E PROPOSE GRADE 4840 M r 0+00 1+00 H:1.=50'.0" V:1"=10'-0" TIE INTO EXST AT 4:1 4' THICK, TYPE VII VOID -FILLED RIPRAP 4840 2+00 3+00 WORK BY OTHERS CHANNEL INVERT 4880 _ - 4880 PROPOSED GRADE CONTROL LINE ASE 6" TOPSOIL CONTROL LINE A3E SEE DETAIL 1 THIS SHEET 4840 0+00 EXST GROUND CONTROL LINE ASE TIE INTO EXST 4' THICK, TYPE M SOIL RIPRAP 1+{}0 2+00 SECTION (STA A3E 22+24) tr LAUNCHABLE RIPRAP DETAIL NTS NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS. C m z 9 Lit uJ 0 9191 S JAMAICA ST ENGLEWOOD CO 80112 O z 0 C a .3 (.-dj a) z LIT 1 w O @CH2M HILL 2016 ALL RIGHTS RESERVED xdi Os x a4 wa 9.4 3C fit xu 0 et P a 6,5 ctt PS 1P bi J 0 �o �a Gq z w a O u - [A r v z w z 0 M y z 0 Z JO a w z co I- z I- z w J to cc VERIFY SCALE BAN IS ONE ON ORIGINAL IMPLYING. DATE JULY 2016 PROJ 653619 IDWG CS -06 SHEET 55 of 103 Lu 2 O 0 a O F- U I- 2 0 U $PWURL $PVYPATH FILENAME: SSR-FD-CS-06.dgn PLOT DATE: 2016107\29 PLOT TIME: 7:05:51 AM A B C D 4900 - Q • p F a. ani=0 X v7 4890 ll}l PROPOSED GRADE -a CT LL + QZUOwCO �a UJJO 0 .41$ o f d — — _ 4880 _ 4870 4860 , 10+00 11+00 4900 _ 4890 N 4 J rill co 12+00 4660 4870 . 4860 10+00 11t00 12+00 4890 - 4880 4870 th 4860 10+00 Qo. a„ og cad 11+00 EXST GROUND 13+00 14+00 -1,13 15+00 I = 54.82' 16+00 MAINTENANCE ROAD FROM ZLATEN DRIVE PROFILE H: 1"x50`-0" V:111-=10'-0" C-004 EXST GROUND 13+00 4 PROPOSED GRADE .49 ti J tit 8. a ill TIE INTO MAINTENANCE ROAD FROM ZLATEN DRIVE AT STA 15+39,20 14+00 15+00 16+00 MAINTENANCE ROAD WEST OF BRIDGE PROFILE H:1"=50'-0" V:1'=10'=0"' C-004 EXST GROUND 12+00 PROPOSED GRADE S=-0.006 134-00 14+00 16+00 15+00 a ite ii r. 17+00 NOTE X401 WI ti + TIE INTO WEST OF BRIDGE REPAIR MAINTENANCE ROAD PROFILE AT STA 18+69.39 4900 4890 4860 1 4870 4860 18+00 19+00 1. 2% CROSS SLOPE 10' EACH SIDE OF CENTERLINE FOR 20' ROADWAY WIDTH. K 24. 17+00 NOTE: 18+00 4900 +"ii - A 4890 av rQ 4880 4870 4860 19+00 1. 2% CROSS SLOPE 10' EACH SIDE OF CENTERLINE FOR 20' ROADWAY WIDTH. 4890 STOP LOG STRUCTURE SEE DWG S-002 r 3=0.000 _ 4880 4870 4860 17+00 18*00 NOTE: 1. 2% CROSS SLOPE 10' EACH SIDE OF CENTERLINE FOR 20' ROADWAY WIDTH. MAINTENANCE ROAD EAST OF BRIDGE PROFILE H:1-=51:40' V:1.010'-0' C-007 6 tc CC J O Y U ca W Q C 9191 S JAMAICA ST ENGLEW0OD CO 80112 O z C 0 E cn ,-' it cJ z to O @MN HILL We ALL RIGHTS RESERVED 0 a fl ', cc w N d f �05 p7[ gr wTW Qr U, t eri 2 92 Y1W V6 r a 3 RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH C,) —1 J 5 1z co VERIFY SCALE OAR t30at NCH ON QN *4PLOPAYO14 DATE JULY 2016 PROD 653819 DWG CS -07 SHEET 56 of 103 U) Z 2 0 a Z 0 p U 2 0 U $PWURL $PWPATH FILENAME: SSR-FD-CS-07.dgn PLOT DATE: 2016107129 PLOT TIME: 7:06:33 AM 1 4870 - 4850 . 4840 4890 4680 4870 4860 EXST GROUND CONTRACTOR TO VERIFY POSITIVE GRADE -.\\ 0u ti a -- • Ss -0,001 c t- 'a tad l PROPOSED GRADE 40 40 v -4 10+00 11+00 12+00 13+00 PROPOSED GRADE 1:0476 V -°.1 <s N EXST GROUND 14+00 15+00 16+00 17+00 PRE -FLOOD CHANNEL PROFILE H:1"=50'"0" V:1"=10'-0" C-007 La 32.88' =52.58'D K20.00 • L=54.16' 1La a221. K22.% -K 16.66 96 N _ 4870 - 4860 " 4850 10+00 11+00 12+00 13+00 14+00 15400 16+00 MAINTENANCE ROAD FROM COUNTY ROAD 7 PROFILE H:1-'50'•0' V.1'=10'-0" C-007 NOTE: 1. 2% CROSS SLOPE 10' EACH SIDE OF CENTERLINE FOR 20' ROADWAY WIDTH. 18+00 19+00 4900 _ 4890 4880. CONTROL LINE 82S it 4860 4840 4650 17+00 18+00 FLARED END SECTION M -60a-10) w J 4890 4880 4870 4880 20t00 21+00 CONTROL LINE B5S CONTROL CONTROL LINE 83S LINE B4S 2' THICK TYPE M SOIL RIPRAP PROPOSED GREENWAY TRAIL az- 2' THICK TYPE M SOIL RIPRAP CONTROL LINE 86S C. -J w J FLARED END SECTION (M-603-10) 4' THICK TYPE VH VOID -FILLED RIPRAP 1+00 2+00 3+00 4+00 24" RCP CULVERT PROFILE 1"=501-0" 4900 4890 4880 4870 4860 4850 5+00 lam,- _ + FSREUSE OF DOCQJMFJlT3: THSS0OOuJ.IEHT. AND THE IDEAS ANDDEESIGNS I.MCO*IPORATEO HEREIN, AS AN IH,STRUtE(T OF PROFESSIOW4SERUICtAS THE PROPERTY OF CGfM,I ILL ti.rd. ALL Pram, RES€R+iF.>i1. P CHMM ALL AND 1$ NOT TO se USED. R1 WHOLE OR IN PART. FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF GH7IA HILL CO z rt al (I Y 0 DR M MONAHAPI DATE D5GN 1 Ci z Ch2Alt 9191 S JAMAICA ST ENGLEWOOD C© 80112 {sec sc-I C 0 E us Cfl .. ,K4 x cc, tr x U Z w oZ tl w a z z R. LO I - Z w a CO W CC —.I ,.--1 IT Q. ' O VERIFY SCALE GONSTKUCU I BAR IS ONE INCHON ORIGINAL DRAWING- DATE JULY 2016 PROJ 653818 DWG CS -08 SHEET 57 of 103 SPWURL $PWPATH FILENAME: SSR-FO-CS-08.dgn PLOT DATE: 2018\07129 PLOT TIME: 7:07:22 AM A B C D LIMITS OF DISTURBANCE SEE PLANS ROOTWAD HEADER LOG FOOTER LOG (SEE NOTES 1 AND 2) TYPE M SOIL RIPRAP BANK PROTECTION 0 NTS 10" DIA WOOD PILES 20' O.C.. TYP PLAN V MIN OVERLAP TOP OF BANK NOTES: 1. WATER CONTROL PLAN TO BE PROVIDED BY CONTRACTOR AND APPROVED BY ENGINEER. 2. DISTURBANCE TO WETLANDS OR WATERS DUE TO CONSTRUCTION ACTIVITY WILL BE MITIGATED PER LANDSCAPING PLANS. 3. SEE RIPRAP HEIGHT TABLE FOR HEIGHT OF SOIL RIPRAP (H). 4. SEE a FOR VOID -FILLED RIPRAP MIX AND PLACEMENT NOTES. FLOW TOE CONTROL LINE if TOP OF BANK RIPRAP HEFGHTTA0LE CONTR0LUNE I HEIGHT Al 10 89N 10' 810N 3' 814N 3' B2S 9' 1B2S STA 1Ot00T0 825 STA 25+67) 3' (825 STA 15+6770 825 23+0I» 9' (825 5TA 23t097O 825 STA25+97) _ 84S 4. H4 9' (H4 STA 1OtOOTO H4 STA 22+65) 12' (H4STA 32 IOOTO H4 STA 39+80) AiW 7 A1.3 9' A2E 6' A3E 10' NOTES: 1. FOOTER LOG TO BE PLACED PARALLEL TO TOE OF CHANNEL. 2. FOOTER LOG DIAMETER TO BE AT LEAST 3/4 ROOTWAD BOLE DIAMETER. 3. ONE ROOTWAD QUANTITY CONSISTS OF A ROOTWAD LOG, FOOTER LOGS, HEADER LOGS, AND WOOD PILES TO SECURELY COVER THE ROOTWAD LOG. 4. EACH ROOTWAD, FOOTER LOG AND HEADER LOG TO BE ANCHORED USING DUCK BILL ANCHORS MODEL 88 OF EQUIVALENT. TYPICAL ROOTWAD DETAIL 0 NTS CHANNEL INVERT LIMITS OF DISTURBANCE SEE PLANS, 8' OR 1' INTO BEDROCK a. oZ W en 2 TOE CONTROL LINE 6" TOP SOIL CHINK VOIDS WITH SMALLER ROCK PRIOR TO PLACEMENT OF TOPSOIL VOID FILLED TYPE VH RIPRAP 48` SUBGRADE TOP OF BANK ficii /NA 12" TYPE VL RIPRAP 12" TYPE II BEDDING C2) TYPE VH VOID -FILLED RIPRAP BANK PROTECTION NTS HEADER LOG ROOTWAD CHANNEL INVERT LIMITS OF /it - CONSTRUCTION VARIES SEE PLANS FOOTER LOG LOCATION AND DIAMETER VARIES (12 INCH MIN) 6" TOP SOIL SLOPE VARIES PER PLAN (MIN 4:1) RIPRAP IF NOTED ON PLAN ArlirrIA TOE CONTROL LINE SECTION NTS TOP OF BANK WOOD PILE, TYP TRENCH AND EMBED INTO CHANNEL BANK LOG LENGTH VARIES MIN 10 FEET, MAX 20 FEET DIAMETER OF LOG MIN 16 INCHES EMBED WOOD PILE MIN 15' OR V INTO BEDROCK >- m z 0 w a: a: m 4/1 J w 0 a: D O z ©CHZM HILL 2016. All RI 9191 S JAMAICA ST ENGLEWOOD CO 80112 C 0 E 0) .6 0 0J X a ft U z w z 0 (j) o w LAI Lei o a J z } 0 i- z N t - z w J w VERIFY SCALE UM !4 ONE INCH ON °singly& DAAW1SG.. o , DATE JULY 2016 PROJ 653819 DWG DT -01 SHEET 58 of 103 I- z 2 0 z 0 0 CC z O 0 $PWURL $PWPATH FILENAME: SSR•FD-DT01.dgn PLOT DATE: 2016\07\29 PLOT TIME: 7:0R:59 AM 1 NEDIA KOIRMAT 1000 GEOTEXTILE MATERIAL 6" TOPSOIL PROPOSED GRADE 18" WOODEN STAKE TOPSOIL 2 8' MIN s". �... x xXxXX • xxxxxxxxxxxX > XXX> I ,c, J&xxxx.Xxxxxx7T`-- xx' ` xx ' xxxxxXxXXXXXXXXXXXXXXXXX TYPE M SOIL RIPRAP i 4 1 1 3 12" ECOSTAKE DRIVEN UNTIL FLUSH WITH GROUND SURFACE PRIOR TO LAYING AND STAKING GEOTEXTILE, BROADCAST WETLAND SEED MIXTURE EXST GRADE PLANTING ZONE 1.5 PLANTINGS PER LANDSCAPE PLANS (BETWEEN SOIL LIFTS) SEE TABLE FOR SLOPE TOE CONTROL LINE OILY FILTER FABRIC MIFAFI 149N OR EQUIVALENT CHANNEL SOIL LIFT DETAIL NTS 2' MIN COVER SOIL LIFT SLOPE TABLE STATION SLOPE (H.V) P1B 11+50 TO P1B16+O0 4:1 P1B 16+00TO P1B 17+00 3:1 P16 17+00 TO P1B 17+50 2:1 P1B 17+50 TO P18 19+04 1:1 VOID -FILLED RIPRAP PLACEMENT NOTES 1. LABORATORY TEST CERTIFICATES AND GRADATIONS FOR ALL MATERIALS INCLUDED IN THE VOID•FILLED RIPRAP MIX SHALL BE SUBMITTED FOR REVIEW AND SHALL BE INCLUDED IN THE COST OF THE VOID -FILLED RTPRAP FOR THE 7 -INCH MINUS CRUSHED SURGE AND THE 4 -INCH MINUS PIT RUN SURGE MATERIALS, PROVIDE SAMPLES IN 5 -GALLON BUCKETS FOR REVIEW. 2. THE GOAL OF MIXING IS TO FILL THE VOIDS OF THE BASE RIPRAP MATERIAL WITHOUT DISPLACING THE RIPRAP. THE INTERLOCKING NATURE OF RIPRAP IN THE MIXED MATERIAL NEEDS TO REMAIN ESSENTIALLY THE SAME AS IF THE RIPRAP WAS PLACED WITHOUT VOID -FILLED MATERIAL. 3. THE SPECIFIED MIX PROPORTIONS ARE NOTED AS APPROXIMATE BECAUSE THE TWO SURGE MATERIALS VARY SOMEWHAT BETWEEN DIFFERENT SUPPLIERS AND VARIATIONS IN GRAVEL PITS. THE SURGE MATERIALS ARE ONLY PROCESSED THROUGH ONE SCREEN SIZE (7 -INCH MINUS OR 4 -INCH MINUS), SO THE GRADATIONS VARY. IT IS IMPORTANT THAT THE DESIGN ENGINEER IS ON-SITEFIRST THE AMOUNT OF COBBLES IN THE 4 -NCH MINUS PIT RUN SURGE MATERIAL IF DICTATES THE ADDITION OR NECESSARY. REDUCTION IN THE AMOUNT OF 2 TO 4 -INCH COBBLE IJATERIAL. 4. VOID -FILLED RIPRAP MATERIAL CAN BE CHALLENGING TO PLACE BECAUSE IT HAS A TENDENCY TO SEGREGATE. THE FINER SANDS AND GRAVELS TEND TO SEPARATE FROM THE LARGER RIPRAP. CONTRACTORS SHALL TAKE CARE TO MINIMIZE SEGREGATION WHEN HAULING THE MIXED MATERIAL FROM STOCKPILE TO THE INSTALLATION LOCATION. 65. THE LOOSE MATERIAL IS TO BE PLACED IN A SINGLE LIFT OR SUFFICIENT HEIGHT SUCH THAT FINAL GRADE WILL BE ACHIEVED PLACEMENT ON TO MAKE SURE THPACTION, IN MOST AT VOIES. D -FILLED RIPRAP CONSISTS PRIMARE ADDMONAL MIXING WITH A ILK EXCAVATOR IS NEEDED Y OF THE SMALLER VOID -FILL MATERIALS. THER THE GOAL IS TO COMPLETELY FILL THE RIPRAP VOIOS WITHOUT DISPLACING THE RIPRAP. IN SOME CASES. ADDITIONAL VOID•FILLING MAY BE NECESSARY AFTER THE VOID -FILLED RIPRAP HAS BEEN PLACED BECAUSE THE FINES HAVE A TENDENCY TO MIGRATE TO THE BOTTOM. IN THESE SITUATIONS, A SO:50 MIXTURE OF THE PIT RUN AND TYPE II BEDDING CAN BE SPRINKLED ON THE SURFACE AND WASHED IN WITH WATER USING A HIGH PRESSURE HOSE TO FILL ANY SMALL VOIDS THAT MAY EXISTING BELOW THE SURFACE. OTHER THAN FILLING VOIDS THAT MAY EXTEND DOWN INTO THE VOID -FILLED RIPRAP, NOT MUCH OF THIS MATERIAL SHOULD BE LEFT ON THE SURFACE, AS IT WILL WASH AWAY DURING RUNOFF EVENTS. 6. AFTER THE VOID -FILLED RIPRAP MATERIAL HAS BEEN LOOSELY PLACED (PRIOR TO COMPACTION), A TOP DRESSING OF THE LARGE COBBLES CAN BE MIXED IN ON THE SURFACE FOR A MORE NATURAL RIVER BED LOOK, IF DESIRED. THIS IS USUALLY DONE BY SPRINKLING COBBLES SUCH THAT THEY COVER APPROXIMATELY 30 -PERCENT OF THE SURFACE. 7. THE LAST STEP IS TO COMPACT THE LOOSELY PLACED VOID -FILLED RIPRAP MATERIAL. WATER CAN BE ADDED, IF NECESSARY, SO THAT THE MOISTURE CONTENT OF THE MIXTURE IS AT OPTIMUM CONDITIONS DURING THE COMPACTION PROCESS. 8. IT IS IMPORTANT THAT THE FINISHED TOP ELEVATIONS OF THE VOID -FILLED RIPRAP LAYER CLOSELY MATCH DESIGN GRADES TO WITHIN A TOLERANCE OF 0.10 FEET. HAVING TIGHT ELEVATION TOLERANCES HELPS TO MINIMIZE DEVELOPMENT OF FLOW CONCENTRATIONS. IF THE COMPACTED MATERIAL ENDS UP BELOW FINAL GRADE, IT IS NOT ACCEPTABLE TO ALLOW PLACEMENT OF ONLY THE SMALLER VOIb-FILL MATERIAL OR ADDITIONAL TOP DRESSING COBBLES TO ACHIEVE FINAL GRADE. IN SUCH CASES IT IS NECESSARY TO ADD MORE STANDARD SIZE VOID -FILLED RIPRAF MATERIAL AND RE MIX THE ENTIRE THICKNESS OF ROCK TO ACHIEVE THE DESIGN SECTION. CONTRACTOR SHALT. INSTALL A TEST SECTION OF THE VOID -FILLED RIPRAP MATERIAL AT THE BEGINNING OF THE PROJECT FOR REVIEW AND APPROVAL BY THE DESIGN ENGINEER. VOID -FILLED RIPRAP MIX NOTES TYPE Vii VOID -FILLED RIPRAP MIX DESCRIPTION APPROXIMATE PROPORTIONS (LOADER BUCKETS) MATERIAL TYPE MATERIAL DESCRIPTION 4 RIPRAP TYPE WI WRAP IOSO 24 INCHES) 1 RIPRAP TYPE H RIPRAP (D50:18 INCHES) 1 RIPRAP TYPE M WRAP (DS@12 INCHES) 3 YOID-F1LL MATERIAL 7 -INCH. MINUS CRUSHED ROCK SURGE (IGO% PASSING 7 -INCH SIEVE. 80-100% PASSING B -INCH SIEVE, 35-50% PASSING 3 -INCH SIEVE. 10.20% PASSING 1.54NCH SIEVE) 1 VOID•FILL MATERIAL 2 TO 4 -INCH COBBLE (ROUND WASHED RIVER ROCK THAT IS WELL GRADED. 100% PASSING 6 -INCH SIEVE, 35-50% PASSING 3 -INCH SIEVE,. 5.20% PASSING 2•INCH SIEVE) VOID -FILL MATERIAL CINCH MINUS PIT RUN SURGE (ROUND RIVER ROCK AND SAND, WELL GRADED, 90-100% PASSING 4 -INCH SIEVE, 70.80% PASSING L5 -INCH SIEVE, 40-60% PASSING 3f84NCH SIEVE, 10-30% PASSING 003 SIEVE) 1.5 VOID -FILL MATERIAL TYPE II BEDDING 0 5 VOID -FILL MATERIAL NATIVE TOPSOIL TOP LAYER TOP DRESSING ADDITIONAL 4 TO 12 -INCH. COBBLES (ROUND WASHED RIVER ROCK THAT IS WELL GRADED. 80-100% PASSING 12 -INCH SIEVE 35. 5014 PASSING 6. 1014 SIEVE, 5-20% PASSING 4 -INCH SIEVE) SHALL BE MIXED IN ON THE SURFACE OF THE v01D-FILLED RIPRAP (COVERING APPROXIMATELY 30% OF THE SURFACE) PRIOR TO COMPACTKN OF THE VOID -FILLED RIPRAP. COBBLES SHALL BE FULLY EMBEDDED INTO THE MASS OF THE VOID -FILLED RIPRAP NOTE: MIX PROPORTIONS ARE 'APPROXIMATE AND SUBJECT TO FIELD ADJUSTMENT BY THE ENGINEER OR OWNER VOID —FILLED RIPRAP MIX AND PLACEMENT NOTES NTS a 0 Co W cc Iz W a 0 0 O V 'C a a p a 0 m ENGLEWOOD Co 80112 RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH d 2 4) C Q E CD C Z 0 g U) F- LU U O a z O VERIFY SCALE DAR 15 O13E INCH ON 4RiGN!4AL DRAWING. I) i- H U DATE PROJ DWG SHEET JULY 2016 0 z 0 59 6f 103 1O a: I — 653819 DT -02 $PWURL $PWPATH FILENAME: SSR-FD-DTO2.dgn PLOT DATE: 2016\07129 PLOT TIME: 8:42:57 AM 6 A B C D PLAN FRONT EDGE OF FLARED END SECTION GENERAL NOTES; 1 • . - .... ...` 1 2 I 3 TABLE OF DIMENSIONS TRASH GUARD MOUNTING INSIDE DIA A ( B DIGIL ( WC H J R S T (INCHES) (EA) (DEGREE) (INCHES) 24 12 5 35 55 1 48 I I 24 21.11 2 18 4 82-314 70 9 40 50 2915 12-3/4 1 7.112 STANDARD FLARED END SECTION #6 REBAR 2-L1"x1"3116"xW OR ST1.5 x 2.85 x W" SECTION A -A SIDE VIEW 1. TRASH GUARDS SHALL BE INSTALLED AT LOCATIONS SHOWN IN THE PLANS OR SPECIFIED BY THE ENGINEER. NOTE: 1. AN INDEPENDENT DESIGN AND DETAIL WILL BE REQUIRED FOR PIPE DIAMETERS GREATER THAN 48". 2. PADLOCKS FOR LOCKING BAR WILL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AND KEYS SUBMITTED TO THE PUBLIC WORKS DEPT. 3. THE TRASH GUARDS ARE NOT DESIGNED TO CARRY WHEEL LOADINGS AND SUCH ARE NOT TO BE USED AS SAFETY GRATES. 4. IF THE FLARED END DIMENSIONS VARY FROM THOSE SHOWN IN THE STANDARD PLANS, NECESSARY ADJUSTMENTS SHALL BE MADE TO THE TRASH GUARD DIMENSIONS. BRACKET AND HINGE DETAIL l _ I 1-114" 4" 718" 0 HOLE 1-114" 6-1/2" ELEVATION 3/4" 0 x T MACH. BOLT WIFLAT WASHER AND LOCK WASHER BRACKET PARTIAL SIDE VIEW BRACKET L1 x1x3/16" #6 REBAR SUPPORT L 2 x 2 x 1/8" xB-1/2" LOCKING BAR PIPE 3/4" STD BAR EXTENDED 1' 0 HOLE 1/4" BENT PLATE 3/8" LOCKING BAR 314" x 54/4 - 318" NOTCH 1-3/4" 1/8" SLOT 1-1/2" SLOT 3/8" 4 LOCKING BAR GUSSET A 5 BAR 314"xA" HINGE BAR 2" x 1/4"x 1'-0" C FOR NO. OF BARS D FOR BAR SPACING w EXTEND LOCKING BAR AND ROTATE 90° BAR 1/4" 0 x 1-1/2" PRESS FIT DRILL 3/8" 0 FOR PADLOCK --' h 0 a T I r l -C J 4" (314' STD PIPE) B•1/2" LOCKING BAR AND SUPPORT RACK DETAIL PLAN "1 0 DRILL OR CAST HOLES HOLES FOR BRACKETS 13/18" 0 HOLE 1-1(4" GUSSET I BENT 2" x1/4") 0 EC I 9191 S JAMAICA ST ENGLEWOOD CO 80112 a 0 0 ctx 0 RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH re O J is W -J o co 0 VERIFY SCALE BAH IS ONE PICA ON ORIGINAL DR#Wn G is DATE JULY 2016 PROJ 653819 DWG DT -03 SHEET 60 of 103 $PWURL $PW PATH FILENAME: SSR-FD-DTG3.dgn PLOT DATE: 2016107129 PLOT TIME: 7:10:35 AM GENERAL STRUCTURAL NOTES: 1. ALL BRIDGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND THE PROJECT SPECIAL PROVISIONS. 2. STRUCTURE EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH CDOT STANDARD M-206-1 FOR WINGWALLS AND M-206-2 FOR ABUTMENTS. 3. ALL BRIDGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE GENERAL NOTES. NO OTHER STRUCTURAL NOTES WITHIN THE ST. VRAIN TRAIL IMPROVEMENT PLAN SET SHALL BE APPLIED TO BRIDGE STRUCTURES. 4. EXPANSION JOINT MATERIAL SHALL MEET AASHTO SPECIFICATION M213. 5. ALL EXPOSED CONCRETE SURFACES SHALL RECEIVE A CLASS 1 FINAL FINISH TO ONE FOOT BELOW THE GROUND LINE. 6. GRADE 60 REINFORCING STEEL IS REQUIRED. 7. ALL REINFORCING STEEL SHALL BE EPDXY REINFORCING BARS UNLESS OTHERWISE NOTED. 8. CN DENOTES NON -EPDXY COATED REINFORCING STEEL. 9. SPLICE LENGTHS FOR REINFORCING STEEL NOT DETAILED ON PLANS SHALL BE IN ACCORDANCE WITH AASHTO, LRFD BRIDGE DESIGN SPECIFICATION, SEVENTH EDITION, 2014 WITH THE LATEST INTERIMS. SHOP DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER FOR REVIEW AND APPROVAL. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION. 11. STATIONS, ELEVATIONS, AND DIMENSIONS CONTAINED IN THESE PLANS ARE CALCULATED FROM A RECENT FIELD SURVEY. THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR FABRICATING ANY MATERIAL. 12. ALL LONGITUDINAL AND TRANSVERSE DIMENSIONS ARE MEASURED HORIZONTALLY AND INCLUDE NO CORRECTION FOR GRADE. 13. THE INFORMATION SHOWN ON THESE PLANS CONCERNING THE TYPE AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. THECONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 811 (1-800-922-1987) AT LEAST 3 DAYS (2 DAYS NOT INCLUDING THE DAY OF NOTIFICATION) PRIOR TO ANY EXCAVATION OR OTHER EARTHWORK. 14. THE CONTRACTOR SHALL SE RESPONSIBLE FOR DEWATERING ALL EXCAVATIONS. DEWATERING WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK. 15. THE EXISTING CONDITIONS INDICATED ON THESE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS AND IS RESPONSIBLE FOR THE FIT OF ALL NEW CONSTRUCTION. 16. THE CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY AND ROW MONUMENTATION DURING CONSTRUCTION OPERATIONS. ANY MONUMENTS DISTURBED BY THE CONSTRUCTION SHALL BE RESET BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 17. THE CONTRACTOR SHALL RESTORE EXISTING IMPROVEMENTS. OR VEGETATION DISTURBED BY CONSTRUCTION TOA CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. ALL ASSOCIATED COSTS FOR IMPROVEMENTS AND REPAIR SHALL BE PAID FOR BY THE CONTRACTOR, AT NO EXPENSE TO THE CITY OF LONGMONT, UNLESS SPECIFICALLY DESIGNATED IN THE PLANS AS PAY ITEMS. ALL REPAIRS SHALL MEET CURRENT CDOT DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS. 18. THE CONTRACTOR SHALL CONFORM TO ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY RULES AND REGULATIONS. ALL TRENCHES SHALL BE PROPERLY BRACED AND SHORED TO FURNISH SAFE WORKING CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL ASSOCIATED WITH THE PROJECT AND THE GENERAL PUBLIC WITHIN ALL AREAS OF PROJECT WORK. SAFETY/CONSTRUCTION FENCING MUST BE PLACED ENTIRELY AROUND ANY OPEN EXCAVATION OR AREA DESIGNATED BY THE ENGINEER AT THE END OF EACH DAY. SAFETY/CONSTRUCTION FENCING SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK. 19, AT ALL LOCATIONS ON THE PROJECT SITE, AND WHILE WORKING IN THE SAINT VRAIN RIVER, THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES AND ADHERE TO ALL RULES AND REGULATIONS INCLUDED IN THE 404 PERMIT OBTAINED BY THE CITY OF LONGMONT. 20. ALL PERMITS REQUIRED TO COMPLETE THE WORK ARE THE RESPONSIBILITY OF THE CONTRACTOR. PRE -FABRICATED BRIDGE NOTES: 1. THE PRE-ENGINEERED BRIDGES SHALL BE PURCHASED BY AND DELIVERED TO THE SITE BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION AND PLACEMENT OF THE BRIDGE. 2. REFER TO THIS PLAN SET FOR BRIDGE DESIGN INFORMATION. 3. ANCHOR BOLTS FOR BRIDGES SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. ANCHOR BOLTS FOR BRIDGES DESIGNATED AS HAVING A BREAKAWAY DEVICE SHALL BE SIZED ACCORDING TO BRIDGE MANUFACTURER'S RECOMMENDATIONS. 4. IPE DECKING SHALL BE INCLUDED AS PART OF THE PREFABRICATED BRIDGE. 5. COORDINATE DIMENSIONS AT ABUTMENTS AND PIER WITH SHOP DRAWINGS FOR PREFABRICATED BRIDGE. ADJUST CONCRETE DIMENSIONS AS NEEDED TO ENSURE A PROPER FIT OF THE PROPOSED SUPERSTRUCTURE. DESIGN DATA: AASHTO, GUIDE SPECIFICATION FOR DESIGN OF PEDESTRIAN BRIDGES, SECOND EDITION, 2009 AASHTO, LRFD BRIDGE DESIGN SPECIFICATION, SEVENTH EDITION, 2014 DESIGN METHOD: LOAD AND RESISTANCE FACTOR DESIGN LIVE LOAD: H-10 (DESIGN TRUCK) U.N.O. 90 PSF PEDESTRIAN LOADING U.N.O. WIND LOAD: 25 PSF REINFORCED CONCRETE: CLASS D CONCRETE: fc = 4,500 PSI REINFORCING STEEL: fy = 60,000 PSI CAISSON CONCRETE: CLASS BZ CONCRETE: fc = 4,500 PSI REINFORCING STEEL: fy = 80,000 PSI BRIDGE CAMBER = 1°% OF SPAN LENGTH SEISMIC DESIGN CRITERIA: EARTHQUAKE DESIGN METHOD: LATITUDE = 40.16747 N LONGITUDE = 105.1019 W AASHTO SPECTRUM FOR 7% PE IN 75 YEARS (1000YR RETURN PERIOD) SITE CLASS PERIOD (SEC) Sa(G) 0.4 .061 PGA 0.2 .129 Ss 1.0 .034 S1 SPECTRAL RESPONSE ACCELERATIONS: SITE CLASS C As = Fpgg"PGA, SDs = Fa'Ss, and SDi = Fv*S1 Fpga = 0.80, FA = 0.80, Fv a 0.80 PERIOD (SEC) Sa(G) 0,0 .073 A5 0.2 .155 SDs 1.0 .057 8O1 SEISMIC DESIGN CATEGORY: CATEGORY = A BRIDGE DESCRIPTION 2 -SPAN (141' - 4'. 141' - 4I') PEDESTRIAN BRIDGE PREFABRICATED WELDED SELF WEATHERING STEEL, H -TYPE TRUSS 12' - 0" CLEAR WALKWAY TRUSS TO TRUSS 90" SKEW B INDEX OF SHEETS SHEET NO. TITLE B-001 BRIDGE GENERAL NOTES B-002 BRIDGE PLAN AND ELEVATION B-003 BRIDGE GEOTECHNICAL DATA SHEET 6-004 BRIDGE DRILLED CAISSON DETAILS 6-005 BRIDGE ABUTMENT DETAILS B-006 BRIDGE WINGWALL LAYOUT B-007 BRIDGE WINGWALL DETAILS 8-008 BRIDGE PIER DETAILS 8-009 PIPE RAILING DETAILS SUMMARY OF QUANTITIES Know what's beieWs Call behwe you es ITEM NO. UNIT Total DESCRIPTION 206 STRUCTURE BACKFILL (CLASS 1) CY 294 503 DRILLED CAISSON (24INCH) LF 108 503 DRILLED CAISSON (36 INCH) IF 37 514 PIPE RAILING LF 211 CONCRETE CLASS O (BRIDGE) CY 103 601 602 REINFORCING STEEL (EPDXY COATED) LB 11950 628 BRIDGE GIRDER AND DECK UNIT (140 FEET TO 145 FEET) EACH 2 ALL BRIDGE ITEMS ARE PAID FOR AS A LUMP SUM UNDER PAY ITEM BR -01-001, BRIDGE, PEDESTRIAN. BRIDGE & ROADWAY ABBREVIATIONS /MAT= AT EACH ABUT = ABUTMENT ALT = ALTERNATE BF = BACK FACE BRG = BEARING BTM a BOTTOM a CENTERLINE CLR • CLEARICLEARANCE COL = COLUMN CONC =CONCRETE CONT • CONTINUOUS 0 s DIAMETER EF = EACH FACE ELIELEV = ELEVATION EW = EACH WAY EXP = EXPANSION FF - FAR FACE FTG I FOOTING HCL = HORIZONTAL CONTROL LINE MATL = MATERIAL MAX = MAXIMUM MIN = MINIMUM NF = NEAR FACE NTS = NOT TO SCALE Fe. = PLATE PC = PEJF = PGL = PI = PT = RtiRAD = REINF = SPA 7 - SPEC = STA TYP UNO VC VPC VPI VPT POINT OF CURVATURE PREFORMED EXPANSION JOINT FILLER PROFILE GRADE LINE POINT OF INTERSECTION POINT OF TANGENCY RADIUS REINFORCING SPACING\SPACES SPECIFICATIONS STATION TYPICAL UNLESS OTHERWISE NOTED VERTICAL CURVE VERTICAL POINT OF CURVATURE VERTICAL POINT OF INTERSECTION VERTICAL POINT OF TANGENCY } z v7 w cc CC w 2 x 0 Ile z U W O 9191 8 JAMAICA ST ENGLEWOOD CO 80112 O a C 0 E ci c �D J i1 Iv S w w 2 Lo J x N U CA P ffg me ww cc a z Q Z O JZ a rn D IY rF—�LU w 4-J Z a C1 (2 >intjj C N CO w Fri cc NO SCALE K O Ci) 2 2 0 10 2 O VERIFY SCALE BAR IS ONt INCHON ORIGINAL DRAWING. Q- I. GATE JULY 2016 PROJ 653819 DWG 8-701 SKEET 61 of 103 U I- 2 0 U $PWURL $PWPATH FILENAME: SISEIND-WIRIPAIgn PLOT DATE: 2016/07/29 PLOT TIME: 6:16:28 AM 6 1 3 CURVE 1 DATA PT STA 16+12.33 4685 PC STA 16+10,35 S03"43'04 "W RAILING NOT SHOWN FOR CLARITY 4900 4890 4880 4870 4860 4850 NOTES: © = 1°06'10" R = 100,00' L = 1.98' T = 0,99' 44. 1.-7" 17+00 141'-4" OF ABUT 1 TO t PIER 2 139'W C -C BRG PIER 2 A 17+67.41 ELEV 4868.00 CL BRG ABUT 1 PREFABRICATED PEDESTRIAN BRIDGE (TYP) Z HCL & PGL GREENWAY TRAIL 502°34'54'W 18+00 A{ M 7; z PLAN LI PIER 2 PC STA 1+44.26� PT STA 19+75.26 OF ABUTMENT 3 STA 19+08.74 4850 141'4" PIER 2 TO BF ABUT 3 139'-0' C -C ERG BRG -+� BRG ELEV 4889.50 BRG ABUT 3 I 16+00 ce r irt. _ `! I_�`!`'_ MI WinId I!'/J' l .iiil r i �cc Sri! tea' raw'' Sia Si Sitters 4 on. "Fix EXP 1, SEE CIVIL GRADING PLAN VIEW D & E SHEETS FOR GRADING INFORMATION. C?: 0! 100 YR WSE 4880.40 -31 FIX PROPOSED CHANNEL APPROX EXISTING GRADE v+. Y/. •r- '••:••M ti•ii'r•rA, M.a•i�...•i•.: ✓•r• • .'r'•Y r'FI 4la•.•+:. ra 1 .•'.•r e'nrd N Id=if+"+•su^ •r• •f r•rt.•r.lf �, h fi..r[. ��%fr1.f,% *'ra::?: �:c►�;.��►,;:��r,. s�;at.k�it.k�.;�tr.•.i'.iY'�:r Fay:i!�:'tTc1i•t�:riL`iii;t�.,.�;�/,,4��;;f;;:�i,��ltr.•:��':•:�i�1e•s�t�c�r,K;.I Y�;i�„ii;•,, �};,,�, •fir .,.��.. .. .. RIPRAP SEE 2 D1-.01 DRILLED CAISSON (24 INCH) (TYP AT ABUTMENTS) 17+00 RIPRAP SEE C-102 DRILLED CAISSON (36 INCH) 18+00 ELEVATION #1.. EXP ELEV 4888.00 FINISHED GRADE RIPRAP SEE 19+00 LOW CHORD ELEV 4885.00 CURVE 2 DATA A 3C 35°31'29" R=50.00' L = 31.00' T = 16.02' 4900 4890 4880 4670 4860 — 4850 PROFILE w 2 at z 4'. 0 C, a z a 0 9191 S JAMAICA ST ENGLEWOOD CO 80112 a C a E en h,c '4 J w w W w z g V IY cC w > 0 w 3 z coo_ a p Z t4 w �y CA w 1"=20' VERIFY SCALE BAR IS ONE NON ON OAnOWN. DAAWNG, o 1 - DATE JULY 2016 PROJ 653819 DWG 8.002 SHEET 62 of 103 I^ W 2 O 0 C Q M lx I - U) z O U $PWURL $PWPATH FILENAME: SSFD-B-002,dgn PLOT DATE:2016107129 0 1 610712 9 PLOT TIME: 7:24:45 AM A B C D 4665 PLAN 4875 4874 P IM 4873 4872 4871 4870 4869 lama maa GP GP -GC BR P13-04-$-TH PB-04-S-TH 12979199.7 N, 3129848.2 E ELEV 4873,84 o rn A - GP GP -GC BR PB-03-S-TH 18+00 PB-03-S-TH 1297777.2 N, 3129841.4 E ELEV 4872.70 ELEVATION PB-02-S-TH GP Z GP -GC BR PB-02-S-TH 1297637.0 N. 3129835.7 E ELEV 4874.17 z a N 5 Or J. RO'HNER ce IOU Z O V {1; re S z 2 w U, O TYPICAL TEST HOLE SYMBOL LOCA77QN IN PLAN VIEW 'TYPICAL TEST HOLE LOG GROUNDWATER DEPTH AT TIME OF DRILLING CONSTRUCTION DOCUMENTS 9191 S JAMAICA ST ENGLEWOOD CO 8D112 a -I GRAPHIC MATERIAL DESCRIPTIONit GP GP -GC BR G !TAIL LEGEND SILTY COBBLES WITH GRAVEL AND SAND POORLY GRADED GRAVEL WITH CLAY AND SAND BEDROCK a z firS 0 0 E 0n c© cJ 2 0 @CH2M HILL 2016 ALL RIGHTS RESERVED, 4 LU LU x _ U' U1 d z • JO d • DO wUZ w = a WW z~h W z 0 z z Lei a CC in 1"=20' VERIFY SCALE BAR IS ONE INCHON ORIGINAL DRAWING: p -P DATE JULY 2016 PROJ 653819 DWG B-003 SKEET 63 x1103 F- Z LU 0 0 O Z O O (Y O U $PWURL $PWPATH FILENAME: SSFD-B-003.dgn PLOT DATE: 2016107\29 PLOT TIME; 6:18:15 AM 6 3 4 I 5 1 z 0 O w O C- a N 4'-y6 I,.c. PIER & CAISSON TOP OF CAISSON ELEV 4881.5 ED CAISSON NGTH FOR DRIL J u. 0 2 r I Hz' ' vI #10 (TYP) p OPTIONAL CONSTRUCTION JOINT (SEE NOTE 5) PROPOSED GROUND LINE APPROXIMATE TOP OF COMPETENT BEDROCK (ELEV 48701) V-0" ELEV 4845 3- CLR 14-#10 C EQUALLY SPACED CLR 8-#9 8I+I EQUALLY SPACED 3'-0' DIA SECTION SCALE: 1" =1'-0" 2'-O" DIA I- Q. CAISSON GSECTION ay SCALE:1" = 1'-0" CAISSON �4 p (ROTATE SPLICES) c. CAISSON l+ #4 (ROTATE SPLICES) DRILLED CAISSON NOTES: 1. CAISSON CONCRETE SHALL BE CLASS HZ. 2. REINFORCING BARS PROJECTING INTO ABUTMENT CAP SHALL BE INCLUDED IN COST OF ITEM 503 - DRILLED CAISSON. 3. ALL DRILLED CAISSON REINFORCING STEEL SHALL BE NON -EPDXY COATED. 4. ALL CAISSONS SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, REVISION OF SECTION 503. 5. SHAFT MAY BE FORMED AND CAST AS COLUMN ABOVE EXISTING GRADE. h ABUTMENT & CAISSON PROPOSED GROUND LINE cc/ \ti. \� N%/.4%, A% .� TOP OF CAISSON ELEV 4882.00 OPTIONAL CONSTRUCTION JOINT (SEE NOTE 5) APPROXIMATE TOP OF COMPETENT BEDROCK (ELEV 48701) ELEV 4855 ABUTMENT CAP #9 (TYP) TS OF PAY LENGTH FOR DRILLED CAISS PIER ELEVATION ABUTMENT ELEVATION I r i ' r P A N Iti ti _ N N DOCUMENTS REUSE OF DOCUt+GHF5 THIS CM� M ta AM)S NOT 0 8EicieAs��INCORPORATED WHOLE OR IN,pR ANY OTHER 9PROJECT 44TTNOU T1�E BITTEN AU 12AAN NSTRUNENT OF PROFEMONAL TIS THE FoROPElay bV OP CH441 ► ILA 61CH2M HILL 2016. ALL RIGHTS RESERVED APVD J. ROHNER REVISION Z' O CC le a .OR K. SCHNEIDER OSON 1. EMENHEISER 0 I O z C a RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH STRUCTURAL BRIDGE DRILLED CAISSON DETAILS O p 0 D re C+ONSTI $FWURL $PWPATH FILENAME: SSFD-B-004.dgn PLOT DATE: 2016107129 PLOT TIME: 6:19:98 AM 1 ELEV = 4868.0 Flo (SEE NOTE 4 BRG SEAT m ELEV 4885,00 Cr" (SEE NOTE 4) w 0 z w w ELEV 4882.00 IL w In W Q 2" 1x6 TIMBER RUB RAIL 7- SAFETY RAILS 4 r I 12-0° CLR 6•4" 8,"a" r � _ 11'-10" CLR U� STEEL TOE PLATE BEARING (TYP) (SEE NOTE 2) 2 PGL r IPE DECKING II 2 /- TOP CHORD STRINGER DIAGONAL BRACING FLOOR BEAM Jr VERTICAL DIAGONAL BOTTOM CHORD 1/2 ' PEJF (TYP) II Q IRRIGATION LINE OPENING, SEE NOTE 3 IIu ABUTMENT ELEVATION 25 -#4 I I € 8" MAX 2" 2'-0„ 2-#4 (2°-0" MIN EMBED) 2'-0" 2'-6' 1,-6" • Q BRG ELEV = 4888.0 SEE NOTE 4 I 1/2" SILICONE /r - SEALANT OVER 1/2" PEJF to FINISHED �'+ [TRAIL SURFACE R WINGWALL (TYP) `'' (SEE NOTE 7) 2'-O"0 DRILLED CAISSON OR FORMED COLUMN 2 by T OPTIONAL CONSTRUCTION JOINT 3" TYP 16'-0" 8'•0" 2,•0" 6.-0" 6'-0- STA 164-26.07 (ABUT 1) STA 19+08.74 (ABUT 2) 2'-0" • 2'-O" DRILLED CAISSON OR FORMED COLUMN OPTIONAL CONSTRUCTION JOINT, SEE NOTE 1 ABUTMENT SECTION OPTIONAL CONSTRUCTION JOINT, SEE NOTE 1 r 4 - #6 (TOP) TYP AT ENDS J #5 © 12" MAX, EF 16-#41:1@6"MAX 4 - #6 (BIM) ABUTMENT REINFORCING DETAIL PEDESTRIAN BRIDGE BEARING (SEE NOTE 2) #5 EF " CLR (TYP) #41:@8" 2'-O" DRILLED CAISSON OR FORMED COLUMN #468" (2'-O" MIN EMBED) #5 EF 4 - #6 TOP & BTM CAISSON REINFORCING ABUTMENT REINFORCEMENT SECTION 9 CL BRG -f oIQ u,o -r Q. CAISSON 140— HCL PATH 24"1 CAISSON (TYP) ABUTMENT PLAN PL 1/4"x6"xBRIDGE WIDTH WITH BEVELED EDGES, GALVANIZED CHECKERED EXPANSION PLATE (SEE NOTE 5) 1/2" SILICONE SEALANT OVER 112' PEJF ABUTMENT BACKWALL CL CAISSON Ck DRILLED CAISSON 2 1/2" 1/4" PLATED TORQUE SCREWS, COUNTERSUNK INTO EXPANSION PLATE TYPICAL BRIDGE CLOSURE PLATE DETAIL NTS 0 =PIPE 0+2' t FILL VOID WITH APPROVED SEALANT IRRIGATION LINE OPENING DETAIL NTS NOTES: IL 1. SHAFT MAY BE FORMED AND CAST AS COLUMN ABOVE EXISTING GRADE. 2. SIZE, THICKNESS, AND TYPE OF BEARING TO BE DETERMINED BY PEDESTRIAN BRIDGE MANUFACTURER. 3. IRRIGATION LINE OPENING SHALL BE SPECIFIED BY IRRIGATION INSTALLER COORDINATE HANGER DETAILS WITH BRIDGE SUPPLIER. 4. BEARING SEAT ELEVATION TO BE COORDINATED WITH PEDESTRIAN BRIDGE MANUFACTURER. 5. ALTERNATE DETAIL MAY BE SUBMITTED TO THE ENGINEER FOR APPROVAL 6. ABUTMENT CAP, BACKWALL, AND WINGWALL CONCRETE SHALL BE CLASS D (BRIDGE). 7. SEE SHEETS B006 AND 8007 FOR WINGWALL LAYOUTS AND DETAILS. B. STRUCTURAL EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH M•206-2 FOR ABUTMENTS. 9. ALL CONCRETE AND REBAR SHALL BE IN ACCORDANCE WITH CDOT SPECIFICATIONS 601 AND 602. • N DOCUMENTS REUSE Of DOCUMENTS: THIS DOCIAVENT. ANO THE IDEAS AND anal INCORPORATED HERM, AS u+ INSTROVBNT Of PRoPESSIOMt SERVICE IS THE PROPERTY of QCH2fd HILL 2016. ALL RIGHTS RESERVED CH2M HILL MOO IS KNOT TO BE lt$EO, N ;MIME OR IN PART, FOR NW OP -ER PROJECT WITHOUT THE WRRTEN AJJTHORLd+TnOM O£ CH2U HttL NO. DATE REVISION BY ARVD DSGN DR CHK APVD J. EMENHEISER S. AUSTIN J. RI*I OHNER i J. ROER RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH STRUCTURAL BRIDGE ABUTMENT DETAILS "O _0 I U) .Z IQ .0 $PWURL $PWPATH FILENAME: SSFD-B-005.dgn PLOT DATE: 2016\07%29 PLOT TIME: 6:20:06 AM 4900 4690 4880 4870 4865 LIMITS OF PIPE RAILING (TYP) FF NE WINGWALL STA15+78,70, 10.15' LT S03°43'04"W T STA 16+12.33 PC STA 16+10.35 BF ABUTMENT STA 16+26.07 I. _ FF NW WINGWALL STA 15+77.13, 11.51' RT 16+00 HCL & PGL GREENWAY TRAIL t � 4 4885 50'-0' (TYP) 50,-0" PIPE RAILING TYP) OP TOP° I- 2'-10' 112 " PEJF (TY PLAN 1b'-0" 2'_10" 50'-0" FF SE WINGWALL STA 19+55.44, 11.54' LT PC STA 19+44.26 FF SW WINGWALL STA 19+61.02, 8.52' RT 488s C. E 81}(II. Psur Illl c PROPOSED GROUND LINE TOPELEki4011 1111111 APPROXIMATE EXISTING is GROUND LINE ----------------------------------------------- ------------------------------------------- NOTE: PROFILE AND DIMENSIONS ARE ALONG THE FRONT FACE OF WINGWALL. DFVELOPED ELEVATION ABUTMENT 1 SHOWN, ABUTMENT 2 SIMILAR 4900 4890 4880 4870 z O Y I z H 4g Ef io ... LL 6 -Q z OO &'n °Z 9191 S JAMAICA ST ENGLEWOOD CO 801122 C 0 ‘t,c 01 0.1 AZ 1"=5' VERIFY SCALE BAK IS ONE INCH DN ORIGINAL DRAWING. DATE JULY 2016 PROJ h z w 0 O C z _O H 0 1- $53813 0.) DWG B-006 0 , SHEET 66 of 103 (� $PWURL $PWPATH FILENAME: SSFD-B-006.dgn PLOT DATE; 201 610 712 9 PLOT TIME: 6:20;44 AM 2 10" PIPE RAILING 4 w d #4 @ V-0" MAX, EF (SEE NOTE 3) 4"O WEEP HOLES (j 24'-0" MAX, 1" HARDWARE CLOTH CENTERED BEHIND OPENING F, 3' CLR ar U tee. NOTES: M 2" TYP #4 ALONG TOP OF WALL TOP OF FINISHED GRADE f�� 'r�~ #5J@ 1'-0" MAX t ♦ 2,-0" 1'4" FILTER MATERIAL (CLASS B) CONTINUOUS BEHIND RETAINING WALL OR APPROVED GEOCOMPOSITE DRAIN ONE CUBIC FOOT OF FILTER MATERIAL (CLASS B) IN GEOTEXT1LE (DRAINAGE) (CLASS 2) SECURELY TIE @+ 24'.0" MAX. 3 112" X 1 1/2" CONSTR. KEY #5 @ V-0" MAX (TOP) #4@1'-0„ 8" #4 @ 1%0" MAX (BOTTOM & KEY) 2'-0" #4 r @ 1'-0" MAX 5'-6" a: @I-0" 3'-8" MAX BRIDGE WINGWALLTYPICAL SECTION 1. FILTER MATERIAL, GEOTEXTILE, AND HARDWARE CLOTH WILL NOT BE MEASURED AND PAID FOR SEPARATELY, BUT SHALL BE INCIDENTAL TO THE COST OF THE WORK. 2. STRUCTURE EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH M•206-1 FOR WINGWALLS. 3. REINFORCING STEEL SHALL BE CONTINUOUS AROUND WALL CORNERS. 4. REFER TO LANDSCAPING PLANS FOR FILL MATERIAL. 0 10' WINGWALLS BACKFILL 4'-0' FILL (SEE NOTE 4) SHOULDER 8'-4" CONCRETE TRAIL 21-0/CRUSHER FINES 4'-0" FILL (SEE NOTE 4) o ■ . "• d y e d [`!.�/%��fi: :o.o•,0: ;o•°,. -0.-1:91r-0--4-1-, d..o =;Ol..c•.04.' ;0,°.,0• ,0.0••0, �.0."0 :olr-C s:4.o,."0.r:a.o.,o'll'1 ",p ;0.o..o. .'- o gp. 4 I' ■ ■' • 1 •/•.. I... i' d.•• ■ •1" • ■ rt1 •t1 1• •1 ,.I as •1',• t .1 .I •I ► • X6.0.:6: ;�i;.°.:p. .v.:p::00I- p. ;0.0. a. a.O•"p• .p.°.:43,';0,0•:p, :p.o?,0: ;0.0.,0: _.o.,a • .O•_p::p.0•:d.•;p.0<."O.•:p. • • ,,.a•': 0 b Iy.o a:43.0-.0•••;a•!--e.•.,.0..p..p.0.,d. ,43.,0••,. ,o.0r.0, •Q.0-.0• .o•° d:o.0•4!••.%.0-4•;;a• i ,. 1•a1 •1' ••• ! • !. .r� .I•,.►.I•er lam•1•..I 011' . _ I .r•, 1•... d.• SECTION SCALE: 1/2'x1'-0" I•..� .�'.. 1 • 1-.. �'•• t.t :. 10" "ri`.(6/v •r ,r..• tIt �^�� rc obi 8M : N DOCUMENTS " Or DOCUMENTS; T?I S TIMENT.,A HD THE IDEAS AND DIN Mal INCORPORATED HEREIN: AS AN RISTRUMENT OF PROFESSPDN AL SERVICE. IS THE FROPERTv OF COCH2A9 HILL 2016 ALL RIGHTS RESERVED. CH2M LL AND LS NO7 TO RE USED. Dl E OR RI PART _ FOR ANY OTTER PROJECT WITHOUT THE WRITTEN ANFI)4OIkILATTOM OF C$ *Hi 1+lpi. o q APVID J.ROHNER. m z O 03 5 ICHK J. ROHNER w 2 0) D vi a o DSGN J. EMENH'EISER DATE a z RESIDENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH STRUCTURAL BRIDGE WINGWALL DETAILS RUCTIo i CO Z O U $PWURL $PWPATH FILENAME: SSFD-B-007.dgn PLOT DATE: 2016\07%29 PLOT TIME: 7:26:58 AM 1 ELEV Ij PIER 4889.5 H io eo to BRG SEAT ELEV 4886.5 (SEE NOTE 4) SEE NOTE N 12'-O" CLR r _ 11'-10" CLR 1x6 TIMBER RUB RAIL SAFETY RAILS STEEL TOE PLATE BEARING (TYP) (SEE NOTE 2) 2 !4 PGL r IPE DECKING L i TOP CHORD leittor Fl II I I VERTICAL III DIAGONAL BOTTOM CHORD STRINGER DIAGONAL BRACING FLOOR BEAM IRRIGATION LINE • LL U.) U, 6" 2'-0" 2'-0" 6" 3'-0"O DRILLED CAISSON OR FORMED COLUMN OPTIONAL CONSTRUCTION JOINT, SEE NOTE 1 ti PIER ELEVATION 6-#9(TOP) 2" CLR 2" 32-#6 nab@'"MAX 6-#6 —/(BTM) BOTH SIDES (TYP) (STIRRUP HEIGHT VARIES) PIER REINFORCEMENT DETAIL , 4'i0" � PIER 1'-3" 9" Q BRG PIER SECTION BRG (TYP) 6 - #9 (TOP 6-#6 (BTM) 1'.3" t , -' PIER I I • BRG $" (TYP.) 3'-D13 DRILLED CAISSON OR FORMED COLUMN 16'-0" 8'-0" HCL PATH 8, -OH OPTIONAL CONSTRUCTION JOINT, SEE NOTE 1 O 0'o OIO f € PIER STA 17+67.41 Q CAISSON 1- - QL. BRG 'P0. °b. CL BRIDGE DRILLED CAISSON WO CAISSON (TYP) PIER PLAN p=PIPE 0+2" A FILL VOID WITH APPROVED SEALANT IRRIGATION LINE OPENING DETAIL NTS 3" CLR 6" 1/4" PLATED TORQUE SCREWS, COUNTERSUNK INTO EXPANSION PLATE (TYP) PEDESTRIAN BRIDGE (TYP) BEARING (TYP) (SEE NOTE 2) w #> @ 6" #5 EF 2" CLR (TYP) 3'-O"� DRILLED CAISSON OR FORMED COLUMN CAISSON REINFORCINGO PIER REINFORCEMENT SECTION • PL 1/4"x11-0" x BRIDGE WIDTH WITH BEVELED EDGES, GALVANIZED CHECKERED EXPANSION PLATE (TYP) (SEE NOTE S) • Q PIER TYPICAL BRIDGE CLOSURE PLATE DETAIL NTS NOTES: 1. SHAFT MAY BE FORMED AND CAST AS COLUMN ABOVE EXISTING GRADE 2. JOINT SHALL BE FINISHED FOR UNIFORM APPEARANCE. 3. SIZE, THICKNESS, AND TYPE OF BEARING TO BE DETERMINED BY PEDESTRIAN BRIDGE MANUFACTURER. 4. BEARING SEAT ELEVATION TO BE COORDINATED WITH PEDESTRIAN BRIDGE MANUFACTURER. 5. ALTERNATE DETAIL MAYBE SUBMITTED TO THE ENGINEER FOR APPROVAL. 6. PER CAP CONCRETE SHALL BE CLASS D (BRIDGE). 7. ALL CONCRETE AND REBAR SHALL BE IN ACCORDANCE WITH CDOT SPECIFICATIONS 601 AND 602. a. i rOtli 4 _",, '', °g ` _ 8 tea i R a g l@ 0 522 mi 1` dirt k al {y� W a� gi* 2 E 0 i k'A feo. ll 2 cc w ... 9. .6 li ;a m sio :it?' i iii i IN Q W a 0 -; m 5 IL CC z -, s 0 y a 0i Mfg w sa~ g DATE Q Z z O RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH S 1 0 Z 2 Li O 0 0 i 0 Fa D IC I- CO _ C..) $PWURL $PW PATH FILENAME: SSFD-9-008.dgn PLOT DATE: 2016107129 PLOT TIME: 6:22:01 AM A B SEE DETAIL 2 SEE DETAIL 1 0 r C,) DETAIL POST V-6" 6.-0, SEE DETAIL 4 T.S. 3"x3"x 14" TYP T.S. 112"x1 %2"x W Q % G VENT HOLE SEE DETAIL 3 T.S. 11,2"x11/2"x 1/4" - BAR 12' X 12' (PICKETS, TYP) EQ. SPACE MAX (TYP) RAILING ELEVATION T.S. 112"x1 D"x 10" G T.S. 1 Y"x13"x 1" TYP DETAIL 2 X" PLATE I DETAIL 3 SEE DETAIL 5 T.S.1''4 x112"x Y" - - CL % O VENT HOLE T.S. 3"x3'x Y" POST T.S. 3"X3'X1" POST (TYP) SEE DETAIL 6 DETAIL 4 % @ VENT HOLE DETAIL 5 NOTES: 1. RAIL ASSEMBLY SHALL BE WEATHERING STEEL AND SHALL MEET THE REQUIREMENTS OF ASTM M68. 2. ALL HARDWARE SHALL BE STAINLESS STEEL AND SHALL MEET THE REQUIREMENTS OF ASTM F593. 3. ALL RAILING PANELS SHALL BE SHOP FABRICATED. 4. ANY FIELD WELDING REQUIRED SHALL BE PERFORMED BY A CERTIFIED WELDER AND CONFORM TO THE SPECIFICATIONS OF SECTION 509 AND AWS D1.5. 5. RAILING AND ALL HARDWARE REQUIRED FOR ASSEMBLY WILL SE PAID FOR BY THE LINEAR FOOT AS ITEM 514 PIPE RAILING. 6. RAILING SHALL MATCH OTHER RAILING IN THE AREA. CONTRACTOR SHALL VERIFY THAT TUBE AND PICKET SIZES MATCH EXISTING AND BE OF SIMILAR MATERIAL. P. ALL POSTS AND PICKETS SHALL BE INSTALLED PLUMB. 4O r 8" 4' In j _ 1 112 % 0 VENT HOLE PLAN CLPos1 . 1 1 - ELEVATION DETAIL 6 1 n' ✓r T.S. 3"x3"x J/" PL12"x8"x8" §e" 0 HOLE (TYP.) Sys V HIGH STRENGTH GROUT AS REQUIRED (1• MAX, W MIN) 4 - y2" x 9" ANCHOR BOLTS, WITH LEVELING NUTS, WASHERS, AND LOCK WASHERS. PROJECT 3", BOLTS SHALL BE CAST -IN -PLACE OR AN APPROVED EXPANSION OR EPDXIED ANCHOR m z O 0 w' IU 2 0 rY ac K SCHNEIDER B: O 9191 S JAMAICA ST ENGLEWOOD CO 80112 RESILIENT SAINT VRA1N PROJECT - SANDSTONE RANCH REACH 2 a C 0 E co c 0 w z O —J J s. H z n J it Q cow ii @CH2M HILL 2016. ALL RIGHTS RESERVED. O C -J s tO p ri 3.X v. ILo Z 93 go 62 UIO 1,4 NTS VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING. 0 5' DATE JULY 2016 PROJ 653819 DWG 8-009 SHEET 69 of 103 I- Z tati 2 0 Q z a_ H U GO O U PWURL $PWPATH FILENAME; SSFD-f3-O09.dgn PLOT DATE: 2016\07129 PLOT TIME: 6:22:35 AM A, FOR ADDITIONAL INFORMATION ON INVERSION STRUCTURE SEE F 1 #5@12" EW CENTERED ON WALL -'' #5@12" EWEF HA POINT OF MEASUREMENT J #5x12' #S@12" CENTERED FLOW 3'-8" #5@1241OC HORIZ. CENTERED, TYP #6@8' OC VERT, OUTSIDE OF HORIZ BARS, TYP 7-0" Eft 3'-0" 4' N CO FLOW andllne #5@10"EWTBB 3' CLR BOTTOM. 2" CLR TOP A SECTION 3/8"=1'-0" PARSHALL FLUME DETAIL 3/8"=1'-0" 5,_2„ 6.0' GATE STEM PLAN GATE WHEEL 4 T NOTES; 1. SEE C-007 FOR LOCATION AND PLACEMENT OF STRUCTURE. 2. FOR REINFORCEMENT, SEE 3. SEE G-008 FOR GENERAL STRUCTURAL NOTES. DIVERSION TURNOUT DETAIL 3/8"=1'-0" 1'.{Y KB POINT OF MEASUREMENT PLAN aMMII 5'-O" I I #5@12" EW CENTERED ON WALL, TYP #5@12" EW EF, TYP r I sn iW CENTERLINE OF TURNOUT 30 7,-4" Cee) SECTION 3/8'=1'-0" INVERT EL 4873 CHANNEL INVERT EL 4877.5 1.5 to 6'-2' 7'-4' 1,-2„ t C I ' " " #5@12" CENTERED N,F 1 ) a 5.4" #5@10" EW, T8 6 SECTION 3/8"=1'-0" i w #5@12" EW, EF. TYP 1'-0" k I 0:33'0 OnSECTION 3/B"=1'-0" #4 BARS @ 12" O.C. 2-#4 BARS HOOKED INTO WALL AND CENTERED IN CURB z 0 Fri Ls' 2 0 so s u O w a 9191 S JAMAICA ST ENGLEWOOD CO 80112 Q z a C 0 E Dl c0 z to n OCH2M HILL2016- A 4) Wi • 4 15t Leg arE �i W nd nq -14 x LtL15 r V W 2• z DO 2 0F - 2D0 uj (0 a Od Z C) J ce / LLI 6d Iu cc VERIFY SCALE BAR IS ONE MCII Ofd URkillaAM WIMPG, DATE JULY 2016 PROJ 653819 DWG $-001 SHEET 70 of 103 I- w U O d z O CC 0 $PWURL $PWPATH FILENAME: SSR-S-001.dgn PLOT DATE: 2016107129 PLOT TIME: 6:23:13 AM 1 i 2 1 3 I 4 I 5 I 6 0 53 4. T.O.W. 4878.5 � S • T . F. •Pc ft • kt} S • r f 4 r a a' a • ...,...�.. 1TED HEREIN. AS AN IMMANENT OF PRoFEu'ORt SERVICEMt PAN:TRW OF 4CH2M HILL 2016. FOR NW O LEER PROJECT WITHOUT THE WRITTEN. ALMHOPiLtAtIDY OS O(W HILL 3 •�, ' Q b f/EL4887x9.0 //$ ?4' DR CHK ro VIBRECHTSEN B CLEGG A COOK E MAGNUSON • #8@6" VERT. WI m T CLR eraser MATCHING DOWELS TYP Ns 24 0' • #5@12" EF HORIZ — SLOPE 5:1, TYP #5@12' VERT, WI --are. MATCHING DOWELS 4. Q i"-0" Zzl 4 CONC PIERS EQ SPACED TYR 6"-0" • V d 1 I w/ 4 a I STREAM BED Dr r-6" TYP EL 46731 ilettt` `('d( • TYP 2 LOCATIONS H } i H w B "> M • Sg $ (2 • • #6@12"TRANS. TOP w r aO 60 i r r • • . • J 0 z L, ta o. a p37 T. E; NOTES: #6@6" TRANS. BOT #6@12" LONG. MB 9191 S JAMAICA ST ENGLEWOOD CO 80112 C a 0 1. SEE G-008 FOR GENERAL STRUCTURAL NOTES.r0 WING WALL SECTION AND PLACEMENT OF STRUCTURE. 0) ;UM€l1PS: INIS DOCUS&9.T_ AND TH CM2M HIM AND LS HOT IC 2. SEE O-007 FOR LOCATION 3. FIELD VERIFY DIMENSION FOR STOPLOGS. 3$4"#1-0" C STOP LOG STRUCTURE PLAN 0 c: Pv � � J a 4 w w • CT- SANDSTONE RANCH REACH STRUCTURE yP�� 4 I • • +• .,-4 111.111 •r 110.111 So ---a TYPINTERRUPTEDBARS AT 112 SPG (3) #5 BARS, LAP INTO CONCx3'-0"CENTEREDI�2" CLR WALL BELOW GRADE STREAM L ON SLOT BED�q C EL 4873± ING °d'Ag— -- 2-45ALTERNA ! R t bd 4 !• O -CL STOP LOG lilaa • 2- • J SIZE, SEE r" BLOCKOLIT CLR CO TYP REINF y d• H t , Q r r_ 5? ' �� CONT CONC STEM WALL 1'-6" • • 2" x 2" BLOCKOUT FOR 2X - DIMENSIONED LUMBER STOP -LOGS #3 STIRRUPS�� `4 2 • @ 18 OC z #S@12" I #5@12" EF 0 mw e to 1'=2. O ac O z O VERIFY SCALE i_ STOP LOG BLOCKOUT DETAIL0 PIER SECTION STOP LOG PIER AND STEM WALL 6AR1&ONE INCH ON ORIGINAL tX2AWING. n � l' D CC I14'=1' 1 112ACH"=1'-O" 1 112"•1'-0" 3n2 -a" DATE JULY 2016 PROJ 653819 0 DWG S -0O2 0 SHEET 71 of 103 0 $PWURL $PWPATH FILENAME: SSR-S-002.dgn PLOT DATE: 2016107129 PLOT TIME: 6:23:51 AM A B C D • 1 O eC 7.1 z D 0 It 4• • r ., •th am SSR-L -012 II NC1 IMPRO'VWMENTS,-1 SHEET NOT ' INCLUDED- r • PESCHEL _ PROPERTY r r SSR-LA-1 4; SSR-LA-014 SSR-LA-016 PLANTING AREAS CHART PLANTING AREAS NOTES: AREA I SANDSTONE AREA UESCRIPZION I Wass Paschal 2 EMI Nitta 9 South Sadie 4 Wesi Orden 5 O odge + CtsWsi k 6 Emt1314 _ 7 Ws.t Hags $ __- East lt)ca p' wesjA0Yertn' 10 Ear! Aygre lc' 11 _ Boulder Dmdbw - 12 86u or posse i:rosl tg _ _ urdcites workdone a by cellos ISSR-LA-016 SANDSTONE RANCH COMMUNITY & DISTRICT PARK 1. THE NAMING OF THE AREAS ARE FOR LOCATION REFERENCE ONLY AND DOES NOT ASSIGN RESPONSIBILITY TO ANY PROPERTY OWNERS. 2. THE CONTRACTOR SHALL SUBMIT A PHASING PLAN TO BE APPROVED BY THE OWNER AND OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 3. RESTRICTIONS ARE SHOWN BASED OFF OF ASSUMED CONSTRUCTION ACCESS AND NEED TO BE VERIFIED BY CONTRACTOR. RESTRICTIONS WILL BE UPDATED SEASONALLY. REFER TO CG -03 FOR NEST LOCATIONS. 4. SEE SSR-LA-002 FOR PLANTING TIMELINE. I HWY '119 SSR-LA- I J I r �• i 1 1 I I fr tucia -y !T. i 1 I' I 1 1 .— f. • r. j., .r 4. LEGEND NOTES -- V • .0 ,:ir . r 1111 1 t • • r ,r • i /-" SSR-LA- 6:_:4.._. l J - - SSR-LA-024 14 , • SS* -LA -l2 6 1 • 1• t p r LIMITS OF DISTURBANCE 1. - - PLANTING AREA BOUNDARY SAINT VRAIN CREEK N 0 250 SOD 1000 1500 I _rrrn - l t : 3 LA -027j t to • -, a a. a a a Q qa BID DOCUMENTS m m >- m I - W 2 0 0 0 0 I- m Z 0 a 8 30% CONSTRUCTION DOCUMENTS z 0 I7 W cc SEALNAME U m REFER TO SSR-LA-002 FOR PLANTING NOTES; REFER TO SSR-LA-003 FOR TREE & SHRUB LISTS AND SEED MIXES; REFER TO SSR-LA-004 FOR PLANTING AREA QUANTITIES. 2. REFER TO CIVIL DRAWINGS FOR PROPERTY BOUNDARIES AND OWNER PARCEL INFORMATION. O 01 1' C Io N 0 d 0 O z 0`- C9 0 O ma G 0 01 C 0 cdual :1 CH2M HILL 2014. ALL RIGHTS RESERVED. x C) 4 W re U o Q z D- (9 D- Luzw z 3aW CQi I- I - z Ill rn w CC wco 1" = 500' VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING.. o r DATE JULY 2016 PROJ PROJECT -NO DWG SSR-LA-DD1 1— Z w 2 D 0 O Ca C $PWURL $PWPATH SCALE IN FEET FILENAME: ANSI D.DWG SHEET of PLOT DATE: $PL0TDATE PLOT TIME: $PL0TTIME 1 I 2 3 PLANTING & REVEGETATION NOTES: 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 2. ALL PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANSI Z60.1) 3. IF THERE IS A DISCREPANCY BETWEEN PLANT QUANTITIES ON THE PLAN AND THE PLANT SCHEDULE, PLAN QUANTITIES SHALL PRESIDE. THE SUMMARY OF ALL OTHER MATERIAL QUANTITIES IS APPROXIMATE AND MAY REQUIRE SOME ADJUSTMENT IN QUANTITY AT THE TIME OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR IT'S OWN CONSTRUCTION QUANTITY ESTIMATES. 4. PLANTS SHALL NOT BE INSTALLED PRIOR TO ACCEPTANCE OF FINAL GRADING BY PROJECT ENGINEER. 5. SEEDING PLAN & SEED MIXES ARE PRELIMINARY, FINAL DESIGN WILL BE DETERMINED BY SOIL SAMPLING FOLLOWING COMPLETION OF FINAL GRADING. 6. REMOVE ALL ROCKS, LUMPS, ROOTS, STICKS, AND OTHER FOREIGN MATERIAL FROM TOPSOIL AND GRADE TO AN EVEN SURFACE. RESTORE AND RE-ESTABLISH GRADES IN SETTLED, ERODED, AND RUTTED AREAS TO THE SPECIFIED GRADE AND TOLERANCES. 7. ALL PLANT MATERIAL SHALL BE STAKED OR PLACED BY THE CONTRACTOR AND APPROVED BY THE PROJECT MANAGER PRIOR TO PLANTING INSTALLATION. PLANT LOCATIONS SHALL NOT BE ADJUSTED FROM THE LOCATION STAKED IN THE FIELD OR SHOWN ON THE PLANS WITHOUT APPROVAL FROM THE PROJECT MANAGER. 8. ANY PLANT SUBSTITUTIONS MUST BE APPROVED BY THE PROJECT MANAGER PRIOR TO DELIVERY. 9. CONTRACTOR SHALL HAND DIG ALL PLANTING PITS ADJACENT TO UTILITIES. IF UTILITIES ARE DAMAGED WHILE PERFORMING WORK UNDER THIS SECTION, REPAIRS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 10.INSTALL SPECIFIED MULCH WHERE REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. MULCH LAYER SHALL NOT BE PLACED AGAINST THE TRUNKS AND STEMS OF INSTALLED PLANT MATERIAL. SEE PLANS AND DETAILS. 11. CONTRACTOR SHALL COORDINATE IRRIGATION AND PLANTING WORK SUCH THAT INSTALLED IRRIGATION EQUIPMENT SHALL NOT REQUIRE ADJUSTMENT OF PLANTING LOCATIONS CONTRARY TO THE PLANS. IF IRRIGATION IS INSTALLED IN LOCATIONS OBSTRUCTING THE LOCATIONS OF PROPOSED PLANTINGS, THE IRRIGATION EQUIPMENT SHALL BE RELOCATED AT THE CONTRACTOR'S EXPENSE. 12.EXTENTS OF PLANTING SHOWN IN PLANS ARE APPROXIMATE. ALL AREAS DISTURBED BY CONSTRUCTION OPERATIONS SHALL BE PREPARED AND SEEDED OR PLANTED BY THE CONTRACTOR PER SPECIFICATIONS. 13.PRIOR TO SEEDING, PROVIDE PROJECT MANAGER WITH STATE OR FEDERAL SEED TAGS OR OTHER INSPECTION CERTIFICATES AND INVOICES SHOWING SOURCE OR ORIGIN AND COMPLIANCE WITH SPECIFIED SEED MIXES. 14.NO OBJECTIONABLE WEED SEED ALLOWED IN SEED MIXES. CONTRACTOR TO PROVIDE SEED ANALYSIS FOR ALL SPECIES IN MIXES TO DETERMINE PRESENCE OF WEEDS. CITY HAS RIGHT TO REJECT ANY SEED Alf OBJECTIONABLE WEED SEEDS. 15.REFER TO SPECIFICATION SECTION 32 01 90-35 FOR CONTRACTOR'S RESPONSIBILITIES REGARDING WEED CONTROL. 16. PLANT MATERIAL IS TO BE MAINTAINED BY THE LNADSCAPE CONTRACTOR WHILE THE PROJECT IS UNDER CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR REPLACEMENT OF PLANT MATERIAL NOT PROPERLY INSTALLED. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING DATE OF CONSTRUCTION ACCEPTANCE. 17. REFER TO CIVIL SHEETS FOR ALL LAYOUT AND NOTES REGARDING CHANNEL ARMORING. 18. ALL PROJECT AREAS DISTURBED BY VEHICULAR TRAFFIC, OUTSIDE OF EXISTING GRAVEL ROADS, SHALL BE SCARIFIED TO A DEPTH OF 12" TO REMOVE COMPACTED TIRE TRACKS, SMOOTHED, AND SEEDED WITH SEED MIX J. PRIOR TO ORDERING SEED, CONTRACTOR TO WALK VEHICULAR TRAFFIC AREAS w1 PROJECT MANAGER TO VERIFY IF MIX J IS APPROPRIATE FOR ALL AREAS. ADJUST SEED MIXES AS DIRECTED BY THE PROJECT MANAGER. 19. CONTRACTOR TO SALVAGE ANY BRASS MILE MARKERS AND RETURN TO THE CITY. IF FOUND. PLANTING NOTES. ZONE SPECIFIC: 1, IN AREAS TO BE PERMANENTLY IMPACTED, STRIP TOPSOIL AND STOCKPILE SEPARATELY FROM OTHER SOILS AS DIRECTED IN THE TOPSOIL SALVAGE PLAN SET. STOCKPILED TOPSOIL MUST BE KEPT WET. 2. REGRADE ALL TEMPORARILY DISTURBED AREAS TO PRECONSTRUCTION CONTOURS. 3. WETLAND ZONE ELEVATIONS ARE APPROXIMATE. PRIOR TO REVEGETATION, WETLAND ZONE ELEVATIONS WILL BE DETERMINED BY THE ENGINEER. 4. INSTALL PLANTS AND SEED AS SHOWN ON DRAWINGS. 5. INSTALL EROSION CONTROL BLANKETS AS SHOWN ON PLANS, AS DIRECTED BY THE MANUFACTURER. WETLAND ZONES A & B: 1. IN "404 MITIGATION" AREAS, INSTALL CONETAINER® PLUGS ONE PLUG ON 2' CENTERS, UNLESS OTHERWISE NOTED. 2. IN "VEGETATIVE STABILIZATION" ("STABILIZATION") AREAS INSTALL CONETAINER® PLUGS ONE PLUG ON 7 CENTERS. 3. IN "ZONE A* 404 MITIGATION" AREAS INSTALL CONETAINER PLUGS ONE PLUG ON 1' CENTERS. 4. INSTALL EROSION CONTROL BLANKETS PRIOR TO INSTALLING PLUGS ON SLOPES. WETLAND ZONE C: 1. IN "404 MITIGATION" AND "STABILIZATION" AREAS, PLANT ONE TREEPOT 4 x 14" ON 6' CENTERS. 2. IN "404 MITIGATION" & "STABILIZATION" AREAS, INSTALL CONETAINER® PLUGS ONE PLUG ON 2' CENTERS, FILLING IN AROUND PREVIOUSLY INSTALLED SHRUBS. 3. INSTALL EROSION CONTROL BLANKETS PRIOR TO INSTALLING PLUGS OR SHRUBS ON SLOPES. RIPARIAN ZONE D: 1. IN "STABILIZATION" AREAS, PLANT ONE 4" x 14" TREEPOT OF EACH SPECIES ON 12' CENTERS. PLANTING TIMELINE: WILLOW STAKES ZONE G: 1. SUBMERGE WILLOW STAKES IN WATER FOR 7 DAYS PRIOR TO INSTALLATION. 2. IN "404 MITIGATION" AREAS, INSTALL EIGHT STAKES BY SPECIES ON 12' CENTERS WITHIN THE AREAS SHOWN ON THE DRAWINGS. 2. IN "STABILIZATION" AREAS, INSTALL FOUR STAKES BY SPECIES ON 12' CENTERS WITHIN THE AREAS SHOWN ON THE DRAWINGS. 4. INSTALL WILLOW STAKES AS SHOWN IN TYPICAL DETAIL IN PROJECT DETAIL BOOK. SEEDING AREAS F. H, & .1: 1. DRILL OR BROADCAST SEED AS SHOWN ON DRAWINGS. 2. RATES ARE FOR BROADCAST SEEDING, HALVE RATES IF DRILL SEEDING 3. PLS = PURE LIVE SEED 4. IF FINAL SEEDING CANNOT OCCUR WITHIN 7 DAYS, TEMPORARY SEEDING WILL OCCUR IN DISTURBED AREAS WITHIN ZONES F, H, & J, AS SHOWN ON DRAWINGS, SEED SHALL CONSIST OF STERILE TRITICALE SOWN AT A RATE OF 15 LBS. PER ACRE. 5. ZONE F SEED COUNT TO BE ± 430 SEEDS PER SOFT. 6. ZONE H SEED COUNT TO BE ± 450 SEEDS PER SQFT. 7. ZONE J SEED COUNT TO BE 112 SEEDS PER SQFT. SOIL CONDITIONING & FERTILIZER REQUIREMENTS FOR ZONE .1: 1. ONLY FERTILIZE OR AMEND SOIL BASED ON SOIL TEST RECOMMENDATIONS. 2. ALL HUMATE BASED MATERIALS SHALL BE IN ACCORDANCE WITH SECTION 32 91 13. Soil Conditioning (Acre) Biological nutrient organic based fertilizer (tbs/acre) Organic Compost (cy/acre) 11/2 inch depth) Humale 4Ibstacre) 600 _ 200 65 o a it2 le i 1:2i. ill ril > > -1 41b ,� I was o Area # Sandstone Area Description Zone A & C C F Deep Emergents Shallow Emergents Wetland Shrubs/Saturated Understory Riparian Shrub Sib Upland Seed 6 Stake s N Floadplair► Seed 1 Greenway Seed Urban/Park Primary Plant Installation Timeframe Plant Installation In irrigated areas 3 2016/07/29 BID DOCUMENTS BAP PMK tI r 2 2410/07101 100% CONSTRUCTION DOCUMENTS BAP PMK t� n 1 2016/02712 90% CONSTRUCTION DOCUMENT'S 7 BAP PMK in Vi1/41:0 `p C 0 ;2015!06130 30% CONSTRUCTION DOCUMENTS I BAP PMK + fO1 nt NO. I DATE 'l REVISION BY APVDI DSGN DR GHK APVD PMK, BAP PMK SEALNAME trine. a Lin reeintaat IfVY.G6AZSTfn aMLCCl 1 At ski intTRIWIT CIF PROFESSIONAL. SfAV1CLL IS THE PROPERTY DC ® n 4fl1 I4fl 12011. ALL RIGHTS RESERVED. 0) O -0 O X c 2 >dpm 9193 S JAMAICA ST r—i n• ENGLEWOOD CO 80112 { r go ;t; �+A O 2 en RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACHa m --C.- Fyn -of a ` 'g2 rn LANDSCAPE �� o F m F —g2 rnPLANTING b z o NOTES ",-'`" s000 ie z LU 2 D a $PWURL $PWPATH FILENAME: ANSI_D.DWG PLOT DATE $PLOTDATE PLOT TIME: $PLOTTIME 1 2 4 3 GREENWAY TREE & SHRUB LIST & QUANTITIES Scientific Name Ceitis laevigata var. reticulate Genes accidents/is Common Name Neflsar hackherry Western hackbeuy City 35 36 Size 2 5" 2' Au.'; 11 ' - . Plan• II A -•t Key RS J PP Scientific Name Juniperus scopulorrxn Pines ponderosa Common Name Rocky Mountain juniper Ponderosa pine 16 10 Size 8' Key LP RB ORB MN SC RMS TLS BR SS Scientific Name Amorphe canescens Ceanothus herbaceus Ericarnerlr naunosa Errcarnerra nauseosus ssp. Nauseasus Physocarpus monogyous Prunes purnita Rhus gt&bra Rhus trilobata Rubes deticiasus Strephercfia arpentea Common Name Leadptant .jersey tea Rubbl brush Dwarf ttiue rabbnbrush Mountain ninebark Sand cherry Rocky mountain sumac Three -leaf sumac Boulder raspberry Silver buffetoberry Qty Size #5 13 Ifs 16 #5 10 #5 14 #5 16 #5 11 #5 21 #5 21 #5 16 #5 11 NOTE: ALL GREENWAY TREES AND SHRUBS ARE LOCATED IN PLANTING AREA 3. SEED MIXES _ J y.. ��is Via,. _ Scientific Name LissIPLS Common Name Acre Per % of MN Arternrsia!rigida Prairie segewon 0.10 a 26% 9outekwa ptucrtis Blue grams 1 75 4 64.14 Buffelogress 2.50 6.62Yp Buchtoe deetybides CeternoviNo loogtlalie Prairie sandreed 2.50 8.62% Cleorne semi/eta Rocky Mountain bee plant 4.75 139% Corriopsis tinclaria Plans coreopsis 250 j 8.62% Remo purptsea - Purple prairie clover 2.00 5.30% Drsf+chh's apical° 13.01% Inland sallgrass 5 25 Elyenus eanadensis Canada wild rye 1 00 2.65% Ef'nms farrceofetus Streambank wheatgrass 3.50 9.27% t,"etemthece Wass Hairy false gcldenaster 0.75 1.99% tAatris puncdafa 1.25 3.31% Dotted blazing star Panicurn vevalum 1.40 3.71% Swiicherass p sccpytten sryrrirtrr Wve*te n wheatriss 1.54 3.97% PMS1917101 virgatus Upright blue beardlaigue 0.75 1.99% - - poa securrde Sandberg bkaegrasa 1 75 4.64% Rati&d8 Goiurnnifcre Prairie conelower 1.40 2.85% Schh'schyriurn scoporiurn Little Western - 1,20 3.18% Solidago cartedensls Canada goldenrod 1.00 2.85% - Sargtrastrun nve:+unwm Yefcw indiangrass 1 25 3.31% Sphaera►cea coccinea Sc Wel g o ernellow 1.75 4.84% Sporztbolus crypiendrus Sand du:Geed 0.80 2.12% _ Tdsirngnsis rhornbikiia Prairiepdenhanner 1.50 3.97% TOTAL QUANTITY SEED MIX PER ACRE 37.76 ii NE M= A w SEED MIX Cowen tin Lta > ELM per Acre % of Mix Scientific Name Amo►pfse fret osa Desert false indigo 0.90 3.43% AnNeocc9otr gererrlii Big bluestem 200 5.41% Asclopias rttc.rtrwta Swamp milkweed 200 5.41% As cfeptes speciosa Showy milkweed 1.50 4.859* Asfrapalus canadensis °Cando milkvetch 1.00 2.10% Route/ma curtipenduta Sideoats %ems 1.26 3.38% C'afamovilte1arrgrtdia Prairesandreed 225 US% Distichtis solvate Wand setigreas 300 8.11% Eymus canadensis Canada wildrye - 1.75 4.73% En1+mus trecirfcaukrs 3.38% Slender wheat rass _ 1.25 Eragnosie trkkoties Sane ion eorttss 1.00 2.10% ttelerrahece Mora Hairy false gd±enester 0.50 1.35% Lycopus antericarws American water hprehtaarrd 1.10 2.97% Monarda pectins!° Beebe rn - 0.75 2.03% r&osseta viridule Green ncredlegrass 290 7.03% Oarrotlrera hook eel Tail evening primrose 1).40 1.08% Paricrrn viruatum - Switchpress 2.50 11.70% Pasettdyrum smitith Western wheatgrese 200 5.41% Ralibida coftrmnite: a Praire cooeftower 0 75 2.03% Sciczachyriam sco arium Lite bossism 200 6.41% Sotielapo cartadensis Canada goldenrod 0.30 0.81% Sorghastrum avertacetxu Yalbsr indangress 1.00 270% ttrotaus arcidas /*Natal session D 50 1.35% Sporobco'us cryptandrus Sand dropseed 0.75 2.03° Sympi'yolrichum leevis Blue aster 0.80 1.02% rericrium cenadonse Wesueril pomander 125 3.35% rhermopsis rhombtldie Praire goldenbanner 050 1.35% rradestoati9 occi derltatit Spitdetwbtt 1.10 2.07% verbena ?restate Blue vervain 0.50 - 1.35% TOTAL QUANTITY SEED MIX PER ACRE 87.00 DONEJ J. GRESI MAY TRAIL'tA J f 7 $EED MIX Name Common Name L Mrs r '/e of Mx BoLle1oua preeks Blue grams 1.14 3.93% 8outeleue curilpondala ' Sideoats Tama 4.10 14.1454 Smite deotyiWdes gutfalograss 8,76 30.21% _ Efyrnus traclrycaulus Slender Wheatgrass 1;60 5.17% Etymon iarrceaatus spp lanceolatus . Thlekspika WheaVlaas 5i.52 19.03% Poscopyrum ,rmaha Western Wheatgrass 7.12 24.55% Poe secuvxirr Sandberg Bluegrass 086 2 97% TOTAL QUANTITY SEED MIX PER ACRE[ 29.00 I I I i BAP PMK .jam r 3 12016/07/29 BID DOCUMENTSr ; 2 12016107/01 100% CONSTRUCTION DOCUMENTS BAP PMK . • (i -awn . . 1 2016/02112 90% CONSTRUCTION DOCUMENTS I BAP ' PMK f ('S 7f 0 I2015106/301 30% CONSTRUCTION DOCUMENTS BAP PIMA(• NO. I DATE I REVISION BY APVD pSGN DR CNK APVD PMK, GAP. PMK, SEALNAME �.L....................--.............iuµ..ea Uaorta.wt ewwtza a taol. etGaaf` M M DOwDC QTY Ac .n ........ ..... ..n.• •...rrnmtsitn (/) O V Q m dials: 9193 S JAMAICA ST M e s n ENGLEWO0D CO 80112 N 93i; 3 o m 'E 11 RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH y fi CA , * c3 '" D LANDSCAPE &"` n City of �,o� Z=W"' iThis Lonymo � g PLANTING gla z w TREES & SHRUBS, & SEED MIXES oa z rn L1.1 2 C-) O 0 PWURL 3PWPATH FILENAME: ANSI_D.DWG PLOT DATE: $PLOTDATE PLOT TIME: $PLOTTIME 3 4 IFS P OF DOCUMENTS: CN0 DOCUMENT. ANDflO IDEAS usetNd COSIGN SR INPRT, PEf7►tOT AS R WI11N1'dC�THOIZA ISTHE N7Y IDCi-12M }ILL 2014. ALL RIGHTS RESERVED. [.ICU HILL AND IS NOT TO BE Lt3SE!0. IN WHOLE OR IN PART, a:4k Mt OTHER PROJECT 14OUt THE WRITTEN ALR►ggaAnoH OF CH2M HILL, 2 I I PLANTING AREA QUANTITIES, BY ZONE AREA 10 AREA 11 AREA 12 Ptgat'NG P11ASt AREA AIWA 1 AREA 2 AREA 3 AREA 4 AREAS AREA 6 AREA 7 AREA 8 AREAS LANG ZON6A-O&t EMI FIG6Ni f'1Ur91CONETAN4711R:— Mii Oty 31tl�tr Oty 741111 CV t3lbtt.Oty 84biz.Osy 104410Oly 611:43. Oty WO'SOly 61bIt.O MI pt 5151x.4 i ty UD• Oty IT Rug. OW 0140.0y 744.114} OPAL OW 141460:y 800, Oh DARIO•QIM V4f SeaMtXkAtaso C0entttdHNtint6 MIIIil.Oly Stdk.QI Meng. Oty 51191e. Oty Mitlp.Ot LOU.Qtr 23 G 4.365 0 7.775 1.110 65 715 ' OIO 0 1,0]0 0 21670 335 tia174401 rma 17INIO tttu Mal Whir 915 275 a 1.120 0 4660 0 1410 $20 36 0 0 1015 0 4 gips 1,455 110 INS 1.710 0 nee 0 4400 515 Caw Be tadsaws 1410 450 a I.�ss a 11410 0 290 - 0 amain 0 3.706 UM es 1$ 2S 0 _ '.345 0 2.174 0 3AQSr 460 6.641 1125 ow 0 1410 0 4_x00 0 1890 1.000 3 ;7,016107!2&1 BID DOCUMENTS BAP PMK 2 12016/07/01 100% CONSTRUCTION DOCUMENTS BAP PMK 1 12016102112 90% CONSTRUCTION DOCUMENTS 9AP PMK 0 2015106/30 30% CONSTRUCTION DOCUMENTS BAP PMK NO. . DATE REVISION I BY Imo' DSGN I, DR CHIC APVD PMK y BAP PMK $EALNAME St►vty leocis6 600ac bin ii W!ul0 1.405 0$ 020 :5 0 0 2.118 0 3A 05 460 M 0_3;703 Sta4Ni{4vesse 360 0 I 10 0 44110 100 1,1000 0 BbS.NetiuYtsti 1.2275 .0 --.345 Oi41 40 0 0 0 1143711 us. 60194 0 67,20 Sal %Ili 0 0 100111) 0 21,264 16,410_ 40411 0: 0,699 _ TOTAL AREA (BD 10,147 us SS fi0 0- 0 1.410 0. 14000 1333 $3.T'S1 4 i1A16 4435 21.31E 6 TAM 4,110 0 WS TOTAL QUANTITY PLANTS 4,17$ 1,471 0 122 0 LAND ZONE A'- DEEP EM EMERY PLUQS(COWETAINERD) MNI0.ty 0IS1 thy _ SIbh.Ol'y Mll S Mk- 13 MN%QOty 6tbbk.*ty - 16111s. Oty 515!9.44! MIllp.CO 51btrCity Sly. :IL. Sibiz.lOW 1$0«Oty 6tbtt,Oty MIAOW Scientific Name Comm Natty 141110. 017 111ba.aty MM smtr.Oly 614g.Oty SUt1t.Oty IttIng Oty SWtt.Oly 0 0 :OW_ , 0 0 0 530 0 4 0 0 0 0 0 0 1210 445 0' 0 0 0 0 0 V0 Etutiosthoonua manna MAO banish 0 0 930 0 0 0 - 0 0 0 0 Z275 0 0 0 0 1,x30 0 0 0 EalliA r4000mni y0yaa. 785 0 0 0 9 0 0 0 1,730 0 0 0 710 1.065 0 0 0 0 0 0 0_ ST 600 0.. 0 0 0 0 0 0 ,0 -'000107,06114 X 00 10N104nttuhtall 0 0 0 7'10 0 0 0 0 0 1.730 600 0 0 0 1.015 0 0 0 0 Scha000placteVatm aerne Mani Sah41ttm 17ulnAh 4 4 0 0 0 0 0 . 0 0 0 2,740 0 0 It 0 0 0 .0OM TOTAL AREA 'A 2.316 4 4 0 0 0 0 0 4101 0 0 Me0 P 0 0 0 4 0 6 7.0$ 0 TOTAL 041.01 TY P JITic 2,430 0 0 0 0 0 0 0 1.410 0 0 - • Melia: Oty $tblr. 01y mum, ply sow:. Ow Ana. O1y SItitr.Oty JAW..OIy ' S1bir- Oty MItfO. Qty Ids. 0111 14 Mg. Oty 5191z.0ty M 64. Oiy E0912. Oty Se+hrnHFcilame Connor $iblz.Oly M$M Stbli. ely 1!30(1. Qty Mgt Oty Mltia.Oly StbU.0ty MIII9.Oty SIbit- Oty Nine. Miiip.Oty g.OIy 0 0 310 0 355 0 0 1,670 0 0 0 0 0 O} 9$ 615 463 0 0 170 7S 0 w .paata i'Vo??1."4001195 0- � 335 0 0 0 _ 0 0 0 0 0 0 0 1 120 9 0 KOb. 1.7_0 0 GM4 000-1 401 aeskadsedpa 530 .4 0 05 940 . 0 350 0 0 0 0' 0 0 715 0 '12 55 t.tE6 0 0 0 _ aStioe.yampaLstN4 Gaetmna0f(ietlwd 34$ 0 0 C5 b1p 1015 0 .0 0 0 4 145. 6 166 0 _ 0 770 0 0 0 Or 6 .M,aw 228 0 400 ',.!'' S 0 a SO 35. 000001 fialiC t sh d X19 290 0 285 0 0 0 0 0 0 0 0 0 100 30 0 0 145 60 0 1:345 0 _ .!snit tt atbtttlarrfush M15 o as 255 0 0 Gwyn 0 0 0 0 0 lib 9 330 0 130 5S 0 Ea_10 0 0 _ Smetanalatd9t. kw.tea4 35$ 0 0 70 830 0 0 300 0 0 0 0 0 0 755 0 145 05 0 '100 0 0 __a. - 0044 I4 40ot Ooeunaa lhteiaquate 405 0 0 ea 720 41I 0 -0 236 4 269 4 0 torus 0 0 0 0 ii - 130' 4e 0 1.255 0 0 &1x4-11 PaaeMO Dinah 370 0 0 15 4s0 305 '0 0 150 0 tn rua umra 0 Td 0 I. Ou 0 o 4} 20 0 710 0 0 0 0 swum pronto_ Plant ca tars 215 0 40 370 245 0 0 0 (.....2. a 0 0 0 Ste! 0 9.157 0 43,034 a 0 0 . _ TOTAL WIEA(.12 12,702 0 0 2.486 32,449 11470 4 0 4.541 1160 - - 0 0 7,TOD 0 7.405 0 0 1!396 0 0 0 a. 0 0 8.600 3.274 0 0 1.200 816 0 TOTAL Dt1ANTiTYPANTSY 3,335 0 i 65$ T— IANO21314EC.-WEILAND51114 0105 01014toetAtEOUs YoAr _ i 01r 6151E ply M1t�p. 6141- Qry Ia+ltQry iEbtt, 4949 Mtl1¢ t>11.., 0134.911._ 1AnEp, 4ty >tildk.0gt MIII% OW 316110 IOW Qt11 0 MN Oty 10' 11511. Ott► 0ly >!- 010 111114.Oty �w 6deatiarName caretorNone Mitta,ply $1551.0149 Millet OW dlbit. Oty 0111 q. 1 Oty 4464-01y Fry ' , 0 0 0' 0 - _ _ ._01151t. too 20 00 tas 0 35 25 K 0 e0 a D. t Pas 0 10 1$ 70 10 45 0 45 0 0 emtxptoth sa rchiobah 10 60 60 0 20 0 0 25 60 0 35 0 0 t 3 Sails Pwcrlteal 0 5. 10 11 .5 25 0 FS. _ 0 0 441041*MMAas valor 13 430 70 0. 20 0 0 to 0 40 0 0 0b Soxbratfivtu Baba a 5 10 20 6 30 0 30 t5 0 0 wapiti 70 B5 0 2S 0 0 0 50 a 0 46 2'a ins 10 111 20 10 35 0 35 15 80 ott eep041b var.. tllttlta114 Svapleatvnlbw 0 130 0 40 0 0 0 a 75 0 0 120 30 110. 25 33 10 55 0 S4 30 110 0 Saar 00004 Cone wilco P 1S _ 0 20 0 0 a 0 0 a 55 t0 a0 40 0 2S 15 S0 0. 36 . Stale 00.010 Q$e Lam WAlow 0 6 10 15 a 25 a o 0 to 30 60 0 20 0 15 50 0 35 a a 3$ 0046 0 5 10 T5 5 25 0 26 &Malta (Wtlor. _ 5.236 0 6 0 0 0 10.32 11012 16,341 "at d 0 BOOT 4,414- 11;16¢., 0 51,94- 0 TOTAL 111 j 0 1,401E 3,142 6 RO 9e 9,119 - 0 0 0 0 ___ • 330 120 am 479 0 190 'D8 0 336 130 00 0 0 0 615 TOTAL QUANTITYPLANTS 0 65 110 60 240 Bibb. 41r 511110- R1_ Stela. Mot dly 6164.01 Mtgs. Cily MIDy. 4111 aim:. ay_ Au,. Qtly_, au*• Ott MM1p.O W Sty_ Co. 9131, Oty NIttp Qty Sitar. Oty NI% 0117, $tblz.4ity 741110.1717 502LL Oty HUN. Ow kW. OW_ INIIEO w 115!x. 0i, .011 . Stl'ttutrsac Name hill Name IPAt .13.130c .' _MNI 0 155 0 0 0 0 300 0 0 7$5 128 8116 890 EmaysS449a 0 60 1:14 110 74 260 0 200 100 540 '0 - CpY• 'Mare 390 455 0 145 0 0 0 0 - 0 280 0 0 420 05 45 7$ 115 40 100 0 t55 105 390 Gays psis Wow�i r d _ 0 0 0• 0 0 730 55 540 745 0 240. 0 300 180 ea0 0 0 L.onal Carstefrasconys NNt.alkandd0e 0 75 26 193 70 310 X430 0 0 0 0 - - - 445 0 160 485 T80 0 350 0 316 135 670 -0 $. 513 �s 1444dow so,* 0 15 18 200 60 32$ 0 0 0 0 pua4004000 625 116 410 006 0 176 0 130 406 0 326 0 0 tlerSJM spaate ttm+e4040005 0 00 90 145 60 235 730 100 0 0 4 0 5000 100 539 0 250 316 145 WO 0 443 0 0 0 76 66 325 0 a<atrcaaaris pilaf s opJtstush .200 380 466 4 145 0 arnapehctamirsttut - 0 260 0 0 424 95 rotor+ 0 46 15 115 40 199 Oa 165 106 390 JurICas UV C Fund 710 740 a 0 -135 G Zi0 0 0 1730 134 115 70 310 0 7051 190 960 anowste 0 75 4: 0 ,aoe 10a1 1b16?6 ' 0 0 0 4,406 16.966 0 11.259 0 0 Tato. a l AI. 4 1,111 04 1.899 42140 0 4a 711110 0 4 0 0 49;0M 4.705 1 4,210 Mao 0 1900 4.438 0 0 0 Mt 00017TITYPWITSl 4 500 126 1.3$5 4109 Mg ?0 SD _ I - - .t D 10PAR*AN ` Y HE • SONLESS ITREEPOIi -or armors X 3,1 toroaoCtaa: 0 181b10.911t 1N11n7-0t Stoat.- M}ii0. 4ty S1012.101r 74740.91 : 6474 74mq NW. 411y imp, ay Olbk- Ow 0814.0 Sck61@k Name Connor memo MNyisay_ mot ow ming. My 50,11. Oty Naas air *Wk. Oty M11ip.OW a Filly 1000.411 5140.11!1 011 _ 0 0 0 0 0 10 0 0 I 0 0. 0 0 0 Am0,0 ratio 1%50011040 0 0 e 0 0 80 0 30 70 0 9 01110dcOsi a 0 a 5 0 0 0 a a 0 0 0 0 4 4 45 0' 25 15 ' Oc nta meta Raate a roots 0 0, 0 S 0 0 0 0 0 0 0 .9 0 30 0 70 a- 4 CaterRi4 w o'vcpats Ceno hew(htyn 0 0 9 a 0 45 0 _ 0 0 0. 0 in 0 RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH LANDSCAPE PLANTING PLANTING ZONE AREAS & QUANTITIES a 0 0 Plume 1>bbte,Phtm 0 0 0 0 4 45 '0 30 0 I8 0 0 tareercarm 0 0 0 5 0 0 'Ran 0 0. 0 0 01 01tte»tft6,Ra1 0 0 0 0 0 45 0 $0 20 0 0 0140x;11 0 0 0 5 0 O. - 25 0 16 0 0 0 0 Rosa Pairs Rosa 0 0 0 0 0 45 0 0 0 alltamaao , '0 0 0, 0 10 0 0 0 0 0 0 R00.v10o0se 0 0 0 0 4 45 0 30 o - we; quo 0 0 0 6 0 0 0' 0 0 0 D 0 0 317101m site tlt tlat 0 0 4 0 '0 46 0 30 70 4 cia n*gw+tto osy 0 O. 5 a 4 O 0 0 0 17 _- 0 0 0 0 45 0 30 0 15 0 $yrlllt►t alecer soaoccidentals Mom .na.abeiry t0 0 4 0 4 0 0 0 0 0 0' 4 0 0 0 0 6890 a 22,206 0 0611 ar 1OtaL 0 S4 i0 0 0 0 0 410 4 260 0 S. 6 TOTALOUNi71TYPLANTS 0 0 4 0 0 _, _ 7ANEF- UPLAND SEED YlX - ---.. a. 0 21 I 1' 0 0 'TOTAL WZMO. IL, 170 . I,REji(d), 14,944 05,416 13069 161,019 37.78 27.76 nu 37.7% 37.71 37.91 17.)1 - TOTAL 0111071749 SEED Mix PER ACRE 17.75 17.79 17.74 37:73 37.10 _ iSEQ,490ETI1in;arsL Last - - — -- - - — - _ -� --- MM tibh.OW MOW.OOly MO. O.OW MIII�07y SIMI OW ,41 MIl10.i21y1 Y to t t Y Stbtr.Ow MNIg.Oly Ebb. Oty WOW OW 111b17.011y NOIR.OW 0404.01y Wlpp.Oly $0341. OW LOW _Lett, WSW CommonN.ntO IA1.0 Mat aty_ Miup 0 Star, 0DI Mh10:411 _ 95. 0 0 0 LLQ1y , 93 10 50 185 100 15 'so 0 20 60 0 00 0 U lab 0611/94:4141 P.0010t wilt w 0 96 :.': 114 110 0 0 0 0 116 11S 70 220 135 15 123 0 30 00 0 75 0 10 noncom) Beat 0 i 60 W 145 200 0 10 0 0 3+11. *Ow 150 405 NO 35 0 86 1a 0 165 0 170 240 20 Sn".etioceohak 80 0 130 135 zr5 310 475 a 6 0 0 var. 401080 - .fwtPw 100 320 196 215 ISO 40 100 a 115 0 105 165 165 Sa?tct,.iwt Coyot.wiro 0 a0 00 155 21O 3116 9 4 • 0 0 15 335 145 20 126 0.. - 0 75 125 123 05 70' 116, too 215 0. 0 30 0 617 S,,' a Arc. eda Dearritettikkil 0 .70 145 20 135 0— 0 0 so 0 75 125 125 75 335 0 6a 70 I16 180 215 0 0 30 70 a yaly boat.) trawl, Metre 11,214 16411_ iii 0 0 ' 0 14 tit 1.53 0#1S ' 58,278 S1;003 0 0 3M5 17.017 0 11,174 TOTAL AREA tell 0 45,427_ 6.tt0 27.041 4.774 _t41± 130 938 18 0 0 _ 1» IMO 00 620 WO IMO 416 0 4 216 T44 0 0 TOTAL 0IIMTITY PLANTS 0 474 nip 1098 IS ,bib ••HEN-FLOo0Pi NStE0MIX --.---- - — J SUM 76.001 I 91+137 0 %4310 34.792 I 4,414 S$$I1 71,730 0 17, 671 I I I T O L4. iW EA(s 0 37.00 f 3740 37.00 3.710 37.00 I 3710 'aui00 MOO 37.00 37.00 TOTa4.Ot1ANTITt SEED M X PER ACRE 37.00 SIM _ ' ETJ•°RUNIWAY S vhTS WMI>< l 19416i� 6[117 77300 0 '4442 32,814 I_i& I a TOIALMEh(rf) 97.909 lt,3$ *217'4 62:20 30.00 2%00 , , — SO 2000 20.00 78.00' 2100 MOO 20 TOTAL CUMIT*V Y SUQ Y:X PER At ON noel 2100 Mop 29.00 LU . BID DOCUM PWURL $PWPATH FILENAME: ANSI_D.DWG PLOT DATE: $PLOTDATE PLOT TIME: SPLOTTIME 1 2 3 IMPROVED SOIL CALcuLATioNs: CONTRACTOR TO FILL TO GREATEST "X" VALUE, CALCULATED BY: INSTALL SOIL 1' FROM TRUNK FOR EVERY CALIPER INCH. EX.' 20' CALIPER TREE WILL REQUIRE FILL MATERIAL 20' FROM TRUNK OR: INSTALL SOIL TO THE EXISTING DRIPLINE OF THE TREE. IF DRIPLINE IS GREATER THAN "X', DRIPLINE VALUE PREVAILS CITY FORESTER TO FIELD VERIFY TREE CONDITION PRIOR TO CONSTRUCTION. EXISTING GRADE EXISTING ROOTS. EXPOSED BY SCOUR PROPOSED FINISHED GRADE ZONE F SEED MIX ZONE G WILLOW STAKES FINISH GRADE NOTE: DETAILED PLANTING ON SOIL LIFTS IS DIAGRAMMATIC, CONTRACTOR TO COORDINATE PLANTING WITH PROJECT MANAGER, AND RELATIVE TO STREAM FLOW ELEVATIONS. FILL TOPSOIL 'X' FEET FROM TRUNK, OR TO TREE DRIP LINE, WHICHEVER ISGREATER EXISTING SENSITIVE BIOLOGICAL RESOURCE TRUNK DIAM.. IN INCHES - E XISTING GRADE INFILL SPECIFIED AND IMPROVED SOIL. SCARIFY EXISTING GRADE TO DEPTH OF 6' AVOIDING DAMAGE TO EXISTING TREE ROOTS BEFORE ADDING FILL MATERIAL. INSTALL IN 12' LIFTS. EMBANKMENT FILL, SEE SPECIFICATIONS. INSTALL IN LIFTS, SEE CIVIL DETAIL 1. ON DT•02. SOIL BACKFILL AT SENSITIVE BIOLOGICAL RESOURCE NO SCALE SECTION ADJACENT GROUNDCOVER, SEE PLANS CONCRETE PAD TO GE INSTALLED •+ • BY CONTRACTOR +++•+ GREENWAY TRAIL • • • • • •` a • • • • •• • • • a • • • • • • • • •••• • • •+.• • ` `• • • • • L • ' •• ,+931-0" MIN UNLESS NOTED ON PLANS 1 •, ♦•••+ • • • • r , • • , 1/- , . • • • • • I'• • • • • • • ♦ • • • • • • • • • „ , • • • • 4 • . • • • • + • • • I • . 1 • Pt..,,., • • • • • • • • • ♦ 1 1 1 ♦ • ti • ••,•• • • Y • 0 • .i • • • r JJ O w • y •▪ ,•tea.C• 80 lee n �� ESSIBLE PACE 5' DEPTH CONCRETE PAD. TO BE INSTALLED BY CONTRACTOR COMPACTED SUBSOIL -11-pm-m �Il.! 4' - APPROXIMATE LOCATION OF SURFACE MOUNTED BENCH, CITY OF LONGMONT STANDARD, CENTER ON PAD L J C III BENCH & TRASH RECEPTACLE ON PAD SCALE: Y2" = 11-0" IT II II I ti IT MINIMUM CLEARANCE BETWEEN FURNISHINGS 1 I I O uJ O Zz Z Q • Na M9 f2 z Jo Z EDGE OF PAVEMENT APPROXIMATE LOCATION OF SURFACE MOUNTED TRASH RECEPTACLE, CITY OF LONGMONT STANDARD. CENTER ON PAD. BACK TO FRONT CONCRETE SET FLUSH TO FINISH GRADE r PLAN & SECTION POSITION ROOT CROWN AT SLOPE ELEVATION FINISH GRADE 4:1 SLOPE MAX. TREE PIT, BACKFILL, AND ROOTBALL PER PLANTING DETAILS AND SPECIFICATIONS PROVIDE SOLID AND LEVEL BASE FOR ROOTBALL j -TREE PLANTING ON SLOPE 2J2NO SCALE ADJUST TREE STRAP POSITION TO ACCOUNT FOR SLOPE STAKING PER TREE PLANTING DETAILS AND SPECIFICATIONS NO SOIL BUILD-UP OVER ROOT FLARE CONSTRUCT WATERING RING AROUND LOW SIDE OF PLANTING PIT SPECIFIED MULCH SECTION U1) W 0 a m $PWURL $PWPATI-I PLOT TIME: $PLOTIIME FILENAME: ANSI D.DWG PLOT DATE: $PLOTDATE 1 2 LEGEND Qoc LIMITS OF DISTURBANCE PLANTING AREA BOUNDARY SAINT VRAIN CREEK EXISTING TREE PROP. GREENWAY TRAIL PROP. EVERGREEN TREE PROP, UPLAND TREE PROP. SHRUB 404 MITIGATION NOTES 1, REFER TO SSR-LA-002 FOR PLANTING NOTES; REFER TO SSR-LA-003 FOR TREE & SHRUB LISTS AND SEED MIXES; REFER TO SSR-LA-004 FOR PLANTING AREA QUANTITIES. ZONE A ZONE A* ZONE B ZONE C ZONE G 2. ZONE A* 404 MITIGATION; INSTALL 1 PLANT ON 1 FOOT CENTERS. STABILIZATION r ZONE A ZONE B ZONE C ZONE D ZONE F ZONE G ZONE H ZONE) ,Iwo — ams awn - e jr°.ztr _r �.�mar frrer{'il }t1Tiamba - 3 !_ u i s ` s �J /fj , EXISTING J. 4 4,• Jr Jr -4\ 4 ::r. 1 o PARKING LOT C oi • EXISTING GREENWAY TRAIL I .r, 4 nOt EXISTING GRAVEL DRIVE 4 ZONE J, STABILIZATION LIMITS OF DISTURBANCE, TYP PLANTING AREA 1 '' w��ww1 Y►.�_'4t .�rw MATCHLINE - SHEET SSR-LA-012 - NOT INCLUDED IN SET I oli. — 44--- S ZONE A. 4Q4 MITIGATION PLANT PLUGS 1 ON 1 FOOT CENTER ZONE A, _ 404 MITIGATION ZONE C, STABILIZATION �•• ,. 1412 a. • • J ZONE A, 404 MITIGATION Na I I ZONE F, dia ' - .t -- a a- • � I saN i r STABILIZATION ZONE G, STABILIZATION ONO , ZONE B, / 404 MITIGATION r ZONE A, 404 MITIGATION 11. S. • ' _ -4 - - - • a la lismileia 0 25 N } 50 `.'J 100 SCALE IN FEET KEYMAP - r, - 1 . -4 . ;qY t4: ,.(5/1 1? er BAR IS ON INCH ON ORIGINAL DRAWING VERIFY SCALE 0-1- DATE PROJ Co' JULY 2016 PROJECT -NO 5 LL W DWG SSR-LA-011 SHEET of 0 I- 2 0 C m $PWURL $PWPATH FILENAME: ANSI_D.OWG PLOT DATE: $PLOTDATE PLOT TIME: $PLOTTIME ZONE A, I • STABILIZATION ZONE A, 404 MITIGATION,�.f 14.7 ZONE A, STABILIZATION LIMITS OF 1 - DISTURBANCE, TYP r,� —�._'-- dam. .. art . ,.r.. .L1+.s _ • Lff„A !riff . 4— a.� a s— a nE �. — S w r NTi ` ° W LU MI �I I bI 2 I I I I I I I I I I I I • ; SFr - EXISTING li GRAVEL DRIVE ZONE J, STABILIZATION SAINT V3 A_1N- CR-EEK PLANTING AREA 1 :1.._ is Me sums► .00 'VP I .• to •ZONE A, 4O4 MITIGATION ZONE B, 404 MITIGATION _••• ..y�,: ZONE G, STABILIZATION ZONE F, STABILIZATION • rli ' .14 I- •' 1 �' h r / MATCHLINE - SHEET SSR-LA-014 I' ire It Im SHEET SSR-LA-015 LEGEND ................ TS OF DISTURBANCE PLANTING AREA BOUNDARY SAINT VRAIN CREEK EXISTING TREE PROP. GREENWAY TRAIL PROP. EVERGREEN TREE PROP. UPLAND TREE PROP. SHRUB 4O4 MITIGATION ZONE A ZONE A* ZONE B ZONE C ZONE G NOTES 1. REFER TO SSR-LA-002 FOR PLANTING NOTES; REFER TO SSR-LA-003 FOR TREE & SHRUB LISTS AND SEED MIXES; REFER TO SSR-LA-004 FOR PLANTING AREA QUANTITIES. 2. ZONE A* 404 MITIGATION: INSTALL 1 PLANT ON 1 FOOT CENTERS. N 0 25 4 100 150 SCALE IN FEET KEYMAP STABILIZATION ZONE A ZONE B ZONE C ZONE D ZONE F ZONEG ZONE H ZONE J fl 1 /— f / / r 7 V I ENTS REUSE OF pqcumEirfv, t1Ab pocyflgf, Anew 'Dos AND DESIGNS INCORPORATED HEREIN. AS M INSTRUMENT OF "ROFESSIONm. SER41GE. Is THE FROPER'I`r or ©CH2M HILL 2014. ALL RIGHTS RESERVED - di- MIME^--+ IA 4Mrast70�` a O. a a Ui BID 100% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 30% CONSTRUCTION DOCUMENTS 0 a z G in Y z x U OC m a U- 3 o� N - E: • .- N 2015/06/30 • DATE � � r 0ZW z O RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH LANDSCAPE PLANTING ENLARGED PLAN 3 BID DOCU $PWURL $PWPATH FILENAME: ANSI_D.DWG PLOT DATE: SPLOTDATE PLOT TIME: $PLOTTIME MATCHLINE - SHEET SSR-LA-013 I r I c'/ 1• 1.- I ir I r _ CC . 't r. • fi / r€1 ' c?fit Cr) ` %) f.W T ,- (0 f I q , W 1 '{ 4•- r -1.D, t I ' J ' i;� / .I I n (,1 w: U 11 / ce -. 0 M I__ 1 r rr o '.f. ' ' t Cie • .riN 1 r r f ^ / r , `. C 1 r rfI1 r 1 J f / 1 1 1 1 Ci r: r• 1 C/) )p I COaY .r r , F— r' , 1 f uJ ' : W r 4 Z r l [ 4 r I •V ' ' r 1 r.l. 1 - IM 1 1 e J z / . 1 Z • 5' J i 1 U ' , ' I ' I r' 1 r r j r 1 r Ire tan r 1 Yf. ,� 1 1 r I• tie[ I / `• ••I / <r., . �• r r -C •t •�` / r I i / .i - ' 1 V r r r I 1 r r r i I r�r P i I. e I • ,4 II /TD • (j ./..'r i '/ r 1 I • '• r / r11 1 A. a I / i• • i O) I• , I • • ...IMP:— — - 1`- 1 ]'- -chat- ; � _ '-a- f / i CC , v • • r • • • 1 I r • t'J.. JI . c.or, ' •— 11 .Cri tom. i' 1' .` • , _ >, .(Q19•• e0114,0- 4 r! '�C7FiI } • t ! 830- - r.•, p. it 4 C2. ' ., / �♦ •. 'etre 1, I Ceti is N 0 25 SCALE IN FEET LEGEND LIMITS OF DISTURBANCE PLANTING AREA BOUNDARY I I SAINT VRAIN CREEK (I) :`'Vv. EXISTING TREE PROP. lora GREENWAY TRAIL PROP. EVERGREEN TREE PROP. UPLAND TREE coo PROP. SHRUB 404 MITIGATION ZONE A ZONE A* ZONE B ZONE C ZONE G NOTES 1. REFER TO SSR-LA-002 FOR PLANTING NOTES; REFER TO SSR-LA-003 FOR TREE & SHRUB LISTS AND SEED MIXES: REFER TO SSR-LA-004 FOR PLANTING AREA QUANTITIES. 2. ZONE A* 404 MITIGATION: INSTALL 1 PLANT ON 1 FOOT CENTERS. 154 STABILIZATION ZONE A ZONE B ZONE C ZONE D ZONE F ZONE G ZONE H ZONE J EXISTING GREENWAY TRAIL -052IJ- - r - PLANTING AREA 3 - ZONE C, STABILIZATION ZONE D, STABILIZATION FOR BANK REPAIRS, SEE CIVIL SHEETS ZONE J, STABILIZATION of ed.( ,.�%\4 1r. r. ..� As 'I • `�won j�Oa MATCHLINE - SHEET SSR-LA-016 PWURL $PWPATH FILENAME: ANSI D.DWG PLOT DATE: $PLOTDATE PLOT TIME: $PLOTTIME 2 DI r m 0 arde SHEET SSR-LA-013 re' Ill 9,1 f 1 if 111 `1 tlIN ' .r 0 - ti N Y 7 1 I >;' fJ� 3 ✓ l' ZONE A, ti,',� STABILIZATION ti ZONE A, STABILIZATION 4 a A4. ZONE G. STABILIZATION ZONE F, STABILIZATION PLANTING AREA 2 KEYMAP 0 25 50 N 100 SCALE IN FEET r LEGEND %I' LIMITS OF DISTURBANCE PLANTING AREA BOUNDARY SAINT VRAIN CREEK EXISTING TREE PROP. GREENWAY TRAIL PROP. EVERGREEN TREE PROP. UPLAND TREE PROP. SHRUB 404 MITIGATION ZONE A ZONE A* ZONE B ZONE C ZONE G NOTES 1. REFER TO SSR-LA-002 FOR PLANTING NOTES; REFER TO SSR-LA-003 FOR TREE & SHRUB LISTS AND SEED MIXES; REFER TO 1so SSR-LA-004 FOR PLANTING AREA QUANTITIES. 2. ZONE A. 404 MITIGATION: INSTALL 1 PLANT ON 1 FOOT CENTERS. STABILIZATION �-I ZONE A ZONE B ZONE C ZONE D ZONE F ZONE G ZONE H ZONEJ ,, ZONE H, /� STABILIZATION ZONE G, STABILIZATION ' ZONE G, .S. 404 MITIGATION f j ty_ V ' - \ ♦N, , \\ wry- , f A \\, . \.‘, ,.. ,/ \,..,0\ • r ZONE C, 404 MITIGATION ZONE C, STABILIZATION / / �1 / =�3 - - -- Jf -ate 't -.••• SENSITIVE BIOLOGICAL RESOURCE, SEE DETAIL 1 ON SHEET SRR-LA-005 TEMPORARY FENCING AROUND SENSITIVE BIOLOGICAL RESOURCE, SEE CIVIL SHEETS - ZONE B, STABILIZATION LIMITS OF DISTURBANCE, TYP One LLL ` `4' .t� • '�.. ti i PLANTING AREA 2 PLANTING AREA 4 et , t r CONSTRUCTION ACCESS ROAD, ZONE J, STABILIZATION r : .... .. • `'°- -.•• i. .. .........................,:ii.:,.. ...-....i... : I. . 1 .a N.: l , 11%,"•••••. *NZ. . } ti I I I I I I I I I I I I I r WI z J rk sco t� (f) W U) MATCHLINE - SHEET SSR-LA-018 $PWURL $PWPATH PLOT TIME: $PLOTTiME FILENAME: ANSLD.DWG PLOT DATE:$PLOTDATE 5 1 LEGEND e Ooo LIMITS OF DISTURBANCE PLANTING AREA BOUNDARY SAINT VRAIN CREEK EXISTING TREE PROP. GREENWAY TRAIL PROP. EVERGREEN TREE PROP. UPLAND TREE PROP. SHRUB 404 MITIGATION NOTES 1. REFER TO SSR-LA-002 FOR PLANTING NOTES; REFER TO SSR-LA-003 FOR TREE & SHRUB LISTS AND SEED MIXES; REFER TO SSR-LA-004 FOR PLANTING AREA QUANTITIES. ZONE A ZONE A* ZONE B ZONE C ZONE G 2. ZONE A* 404 MITIGATION: INSTALL 1 PLANT ON 1 FOOT CENTERS. KEYMAP STABILIZATION ZONE A ZONE B ZONE C ZONE D ZONE F ZONE G ZONE H ZONE J N -T� 25 50 --"/ 100 150 SCALE IN FEET I I I I 0 I 0 J C; CC CoI - 2 kriVF,111"ratforrrtt• 4 : • 1 Zest ` 4 f I I!`i `i\ 4 4 »2;i I• PLANTING AREA 3 ZONE F, STABILIZATION FOR BANK REPAIRS, SEE CIVIL SHEETS. _. 0 a amek N ♦i 4 z tp f \ \N'; ‘ O, N f 'P - \ ZONE C, X404 MITIGATION ZONE B, 404 MITIGATION ZONE C, STABILIZATION ZONE G, STABILIZATION ZONE J, STABILIZATION LIMITS OF DISTURBANCE, TYP ZONE B, 404 MITIGATION MATCHLINE - SHEET SSR-LA-018 3-RMJ RMJ PROPOSED GREENWAY TRAIL SHRUB PLANTING AREA 1-i •., SEE SHEET SSR-LA-030 P� BENCH & TRASH RECEPTACLE ON PAD, SEE DETAIL 3. SHEET LA -405 ZONE G, 404 MITIGATION J�If I; II _ if f fr ZONE B, IL.------ STABILIZATION a a I' JI -II I l• ---_ ZONE G, STABILIZATION ZONE F, STABILIZATION ZONE D, STABILIZATION 1/ r /r ZONE A, �f; /I STABILIZATION 11 Via. , f tea 4 aa irume are en a � 1 f "MP mart: emilot tam; I-r-� EXISTING ti •�.`� - GREENWAY TRAIL r1>0/005 I 3 -:WH -SHRUB PLANTING AREA #2, SEE SHEET SSR-LA-030 5.- WH �." ---mamma a ZONE B, ' STABILIZATION ZONE G, STABILIZATION, ZONE D, STABILIZATION ZONE H, STABILIZATION ZONE J, STABILIZATION -ZONE ----ZONE F, STABILIZATION 4 -NH CONNECT PROPOSED GREENWAY TRAIL TO EXISTING TRAIL w 0 2 th U) I — w w z C) ^en REIM OF 000 THIIS Doc 1p, t, AR40 THE =A4 AND pE91GWS INCGRPORATEO HEREIN AS AN INSTRUSOENT OFP ROFES51ONN. SERVICEyIS THEPROPERTY 9E C CH2M NRL 2014_ ALL RIGHTS RESERVED. �}7ryR� 11P�t+i► ,3 1.. 1 c • I PMK Y Y W 2 w m m m m ma DOCUMENTS 100% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS C 2015/061301 30% CONSTRUCTION DOCUMENTS INO, DATE) REVISION 1 CHK PMK I 0 EISGN PMK 3 2016107/29 — O F: _ o� N N N I- r r RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH LANDSCAPE PLANTING ENLARGED PLAN 6 BIDbocum PLOT TIME: $PLOTTIME $PWPATH PWURL FILENAME: ANSI O.DWG PLOT DATE: SPLOTDATE A B C MATCHLINE - SHEET SSR-LA-015 CONSTRUCTION ACCESS ROAD LIMITS OF DISTURBANCE, TYP --ZONE F. STABILIZATION r` " PLANTING AREA 4 ZONE J, STABILIZATION KEYMAP ) 0 25 SO \ % 100 160 SCALE IN FEET LEGEND �e a w 0Oo LIMITS OF DISTURBANCE PLANTING AREA BOUNDARY SAINT VRAIN CREEK EXISTING TREE PROP. GREENWAY TRAIL PROP. EVERGREEN TREE PROP. UPLAND TREE PROP. SHRUB 404 MITIGATION NOTES 1. REFER TO SSR-LA-002 FOR PLANTING NOTES; REFER TO SSR-LA-003 FOR TREE & SHRUB LISTS AND SEED MIXES; REFER TO SSR-LA-004 FOR PLANTING AREA QUANTITIES. 2. ZONE A* 404 MITIGATION: INSTALL 1 PLANT ON 1 FOOT CENTERS. Issts 11 1 ti / • / rt STABILIZATION ZONE A ZONE A ZONE A* ZONE B ZONE B ZONE C ZONE C ZONE D ZONE G ZONE F ZONE G ZONE H ZONEJ ZONE A,-- % STABILIZATION \ PLANTING AREA 6 ZONE H, STABILIZATION EXISTING TRAIL ZONE C, STABILIZATION ZONE B, STABILIZATION PROPOSED DIVERSION STRUCTURE, SEE CIVIL SHEETS FOR DETAILS EXISTING BRIDGE, _ SEE CIVIL SHEETS FOR DETAILS ZONE A, STABILIZATION BENCH & TRASH RECEPTACLE 1: ON PAD, SEE DETAIL 3, SHEET LA -005 ! PROPOSED-i\- CULVERT I jeer er ote .f• ZONE F, STABILIZATION I �r ZONE C, fir` STABILIZATION MAINTENANCE ROAD - - ZONE D, -} PROPOSED STABILIZATION :ZONE '. STABILIZATION ZONE J,� STABILIZATION 7 -- ZONED, STABILIZATION f,r . MATCHLINE - SHEET SSR-LA-018 • r • NTIINO AREA 5 PR.OPQSEQ - ,• GREENWAY . , IL N v(.� .Y •G. . • • 1 S ,.\ Y• '', y '•:) s. , f . ` ee ,, - v : • se ••• -L N \ Lf • • -. 5 ▪ • 1710 •• ` On �,. • e , • , • • N. • 45. r. -•• f- EXISTING / MAINTENANCE ROAD t= - ZONE J. STABILIZATION aewer ZONE A, STABILIZATION • ZONE J. - -- -�-.� STABILIZATION a —ZONE C. rl STAB ILIZATK( ONE A, '/ STABILIZAT N 1t� °' i S MATCHLINE - SHEET SSR-LA-020 Y 0. 0. L 0. 0. a m a_ a a m 2 a BID DOCUMENTS 100% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 30% CONSTRUCTION DOCUMENTS 0 5 cc 2 c©CH2M HILL 2014., ALL RIGHTS RESERVED. 0 0. o. kg Lia 1.3 rc ₹i I �LL aC w 0 O s 2 Ng Eti 2 8 'Si a r 0 w 0 6 z 9193 S JAMAICA ST ENGLEWOOD CO 80112 RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH 42 C 0 E a) kvec cJ REUSE OF DOCUMENTS 1"=50' VERIFY SCALE BAR IS ONE INCI I ON ORIGINAL DRAWING, U�1• DATE JULY 2016 PROJ PROJECT -NO DWG SSR-LA-017 SHEET or z 2 U 0 a m $PWURL $PWPATH FILENAME: ANSLD.DWG PLOT DATE: $PLOTDATE PLOT TIME: $PLOTTIME )oo I I 2 1 3 LEGEND ON, LIMITS OF DISTURBANCE PLANTING AREA BOUNDARY SAINT VRAIN CREEK EXISTING TREE PROP. GREENWAY TRAIL PROP. EVERGREEN TREE PROP. UPLAND TREE PROP. SHRUB 404 MITIGATION NOTES REFER TO SSR-LA-002 FOR PLANTING NOTES; REFER TO SSR-LA-003 FOR TREE & SHRUB LISTS AND SEED MIXES; REFER TO SSR-LA-004 FOR PLANTING AREA QUANTITIES. 2. ZONE A* 404 MITIGATION: INSTALL 1 PLANT ON 1 FOOT CENTERS. 5 CONSTRUCTION ACCESS ROAD /! KEYMAP 4- N 25 50 (IIi) 100 SCALE IN FEET ZONE A ZONE A* ZONE B ZONE C ZONE G STABILIZATION PLANTING AREA 5 STABILIZATION ZONE A ZONE B ZONE C ZONE D ZONE F ZONE G ZONE H ZONE J ZONE C, STABILIZATION ZONE A*, 404 MITIGATION, , PLANT PLUGS 1 ON 1 FOOT CENTER ZONE G, 404 MITIGATION ZONE G,~ STABILIZATION ZONE D, STABILIZATION \\ 1\ )•%S\ I PLANTING- *;\ AREA AREA 4 -- CONSTRUCTION WOAD ZONE J STABILIZATION ZONE G, STABIL O E S,. STABILIZATI• ZONE A, .N 404 MITIGATION ZONED, y_ STABILIZATION t\.' \ 4 etif j f!� / - ie --- -a --- � ' .�_ et,--- ', f . / PLANTING /` AREA 3 zet. 401, cons es isms MINPR d' STRUCTURE, i 10. c, J - ,s SEE CIVIL SHEETS , - r ZONE G, rr _ Y 1C+111 II 17I� I11 ` \ ` op --, STABILIZATION -may STABILIZATION.'< - BENCH & TRASH // A RECEPTACLE ON PAD1-' -- SEE -DETAIL 3; 1�� ~ )SHEET LA -005 .„ - f I 1/ ( lit I 2 -NH I/ j; 3-RMJ ZONE F, STABILIZATION l , �f PROPOSED J GREENWAY TRAIL r / / / �r 2-WH MATCHLINE - SHEET SSR-LA-016 Nr —_ - --_� `. .O a- aa. eir- - tac _ ` pair_ -- _ - =- - _- . .2 = _--- T- . ----- --7- :::_..-„4- met- I -`- --- -- :-4- r , SHRuBJ LANT1NS tREA #3, ,> 1 SEE SHEET SSR-LA-030 •sue' . -\ .t MATCHLINE - SHEET SSR-LA-017 • T; - -i- - -= �-- --- ._-,_ r.-.. • .- muji MSS - ;00 re _" r-- , -�` PROPOSED BRIDGE-, I —f° :::::5fnEET5 SAINT VRAIN - '`r+ MINIMAL DISTURBANCE Lie WITHIN CREEK ate; 500 5-WH MATCHLINE - SHEET SSR-LA-019 11 tThrl _ �`--_jj ZONE F, 11 STABILIZATION �- PROPOSED - GREENWAY TRAIL ZONE C, - ,1 STABILIZATION ZONE G, ,'-'1 STABILIZATION' N�11' "� It ZONE G, 404 MITIGATION C, r1 - 404 MITIGATION I ZONE A, STABILIZATION ZONE 5, 404 MITIGATION ZONE H, STABILIZATION S I I I Or -SHRUB PLANTING AREA #4, j SEE SHEET SSR-LA-030 µ f lr�_ tt %� C: ;. imam1 L see c wie ' ZONE J, STABILIZATION ZONE H, STABILIZATION 5=WH ZONE G, STABILIZATION ZONE J, STABILIZATION 3 - RMJ ZONE C, STABILIZATION ZONE A, STABILIZATION tom`s ZONE G, STABILIZATION �--` ZONE H, 1 • STABILIZATION ' MATCHLINE - SHEET SSR-LA-020 MATCHLINE - SHEET SSR-LA-019 A�E ENTS EI �TS REUSE OF DOCUMENTS: TABSDOCUMENT D* NO T IE�.0 E� AND WHOLEDESIGNSDR V. PART. `ORAM OTHER PROJECT Of PROFESSIONAL*UTP.OFSERVICE. ©CH2M HILL 2Ct4. ALL RIGHTS RESERVED. k�jl Jy CH�711 NLL ANQ3$ NOT TO BE USED, IN WHOLE DR W PART. FORAM OTHER WITHOUT THE WftITT):Rl AIJt7+ORfdATiGIV OFp�1W HdL- L fib. K{/4M a•a•y 111> * I %.1103CIC re 1 3 , 201810TiZ9 BID DOCUMENTS BAP PMK 2 201E/D71011100%a CONSTRUCTION DOCUMENTS BAP PMK 1 2016/02/12 90% CONSTRUCTION DOCUMENTS SAP PMK 0 120015108/30i 30 CONSTRUCTION DOCUMENTS HAP PMK NO. DATE REVISION BY APVD; DSGN DR CHK [APB PMK SAP PM SEALNAME RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH LANDSCAPE PLANTING ENLARGED PLAN 8 Bid DIDC✓U $PWURL SPWPATH FILENAME: ANSI_D.DWG PLOT DATE: SPLOTDATE PLOT TIME: $PLOTTIME 1 2 3 LEGEND • LIMITS OF DISTURBANCE PLANTING AREA BOUNDARY - ! SAINT VRAIN CREEK ' EXISTING TREE PROP. - GREENWAY TRAIL PROP. EVERGREEN TREE PROP. UPLAND TREE PROP. SHRUB 404 MITIGATION ZONE A NOTES , REFER TO SSR-LA-002 FOR PLANTING NOTES; REFER TO SSR-LA-003 FOR TREE & SHRUB LISTS AND SEED MIXES; REFER TO SSR-LA-004 FOR PLANTING AREA QUANTITIES. 2. ZONE A* 404 MITIGATION: INSTALL 1 PLANT ON 1 FOOT CENTERS. ZONE A` ZONE B ZONE C ZONE G STABILIZATION ZONE A ZONE B ZONE C ZONE D ZONE F ZONE G ZONE H ZONE J KEYMAP e1 t. • N 0 25 50100 150 4.. SCALE IN FEET SHEET SSR-LA-016 • _• �_ 1/4 to — -_-- -- ca. Jogs *_• 1 - % ZONE A, STABILIZATION ZONE G, STABILIZATION I 1 N LIMITS OF DISTURBANCE, TYP. PLANTING AREA 3 ii ,r ZONE H, STABILIZATION • ZONE D. STABILIZATION. --ZONE G, STABILIZATION - ZONE B, STABILIZATION l -I • MATCHLINE - MATCHLINE SEE SHEET SSR-LA-020 lit / �� ,, • - . yr il n‘ -t‘, t ' ; . I ;41:44:- l `� �: `.1 %� 1• -S rl�t , e• t. MVO N 1 N N .•`' N NN - ,. 7 f, , t; rie f N -1 r - 1 • So, ZONE A, STABILIZATION PLANTING AREA 3 N \- N \ 1 N • N I. I - "J? I • to, i / I.% ,♦ / N k -.1 _i r'-41 1 r- -‘1) • yS W MATCHLINE - SHEET SSR-LA-021 NITS REUSE OF DOCUMENTS- THIS DOCUMENT, AHD THE IDEAS *NO DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE. t5TME PROPERTY OF �ON2M HILL 201A. ALL RIGHTS RESERVED. CH2M HILL AND IS NOT TO SE USED. IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT TIP -WRITTEN AUTHORIZATION OF 042M h0.L /. 001104r �yagl. 't , . MtKWt . J' �14F36A• x Y x m I y qI I I dJ Al] 2016/07/O1 l 100% CONSTRUCTION DOCUMENTS 190% CONSTRUCTION DOCUMENTS 30% CONSTRUCTION DOCUMENTS REVISION .I a.1 c!,I 2 U re 0 0 O o E 2 0. p d N <0 s .- o s i2 NO. I DATE HN la O 6 RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH I LANDSCAPE PLANTING ENLARGED PLAN 9 BID DbCUME PWURL $PWPATH FILENAME: ANSI_D.DWG PLOT DATE: $PLOTDATE PLOT TIME: $PLOTTIME MATCH LINE - SHEET SSR-LA-017 ZONE B, STABILIZATION Ij PLANTING -ss--/ AREA 6 • ZONE C, STABILIZATION ZONE F, STABILIZATION Ir 1 *St, 4 T 0 • X ZONEO , STABILIZATION ZONE C, STABILIZATION ZONE A, STABILIZATION PLANTING AREA 5 ZONE A. STABILIZATION 4' 1 ZONE B, 1/2R STABILIZATION s" ZONE C, STABILIZATION 4i ar S-�• %VW` ~ -ma'-Isis ''\: i _ %ow `.. • Y I _.._.� ti ZONE J, STABILIZATION PLANTING AREA 6 LIMITS OF DISTURBANCE, TYP ZONE G, STABILIZATION ZONE B, STABILIZATION ZONE G, STABILIZATION mr•Pt_ I Yq~ •� _ T s F47,7 rri nnlim ilf.ar 17,:riS2 soften rt. Mom mle EXISTING MAINTENANCE ROAD CONTRACTOR SHALL NOT USE ANY AREA OUTSIDE THE LIMITS OF DISTURBANCE FOR ACCESS, STAGING, STOCKPILING, OR OTHER CONSTRUCTION -RELATED ACTIVITES, NOTIFY THE PROJECT MANAGER OF ANY IMPACTS BEYOND THE LIMITS OF DISTURBANCE. ZONE G, STABILIZATION ZONE H, STABILIZATION ZONE B, STABILIZATION ZONE G. STABILIZATION e - • • if :.L�� r� 3, %IC_ ,ter _ ZONE C, , STABILIZATION ZONE A, STABILIZATION f MATCHLINE - SHEET SSR-LA-019 # I. 71, ' et/ -... et • c / logie V - �/1 1 e� V 7 } I` 4' r • •• PLANTING AREA 7 CONSTRUCTION ACCESS ROAD, ZONE J STABILIZATION: w.f pct.y I i, -ice _ KEYMAP N 0 26 60CD 100 150 SCALE IN FEET • + + _. S. J • 1 t •„- i ` • r I .•r.i •� i • „�_ I.: a a s ism ., - ape 1 I, If MATCHLINE - SHEET SSR-LA-021 eA REUSE OF DOCUMENT'S: 7Ttl8 DOCUMENT. MC THE IDEAS MC DFSEGNS Ih+CORCORAIE0 HEREIN.. AS AN INSTRMIE?R OF PRC.FFS�SIONA1, SERVICE. IS TFK. PROPERTY OF © CH2M HILL 2114. ALL RIGHTS RESERVED. I I 3 2016/07/29 BID DOCUMENTS BAP PMK 2 2O16/07/01 1O0% CONSTRUCTION DOCUMENTS BAP PMK 1 2016102)12 9O7c CONSTRUCTION DOCUMENTS BAP PMK 0 2O151O&3O 30% CONSTRUCTION DOCUMENTS BAP PMK NO. DATE I REVISION BY APVD, DSGN DR CHK APVD PMK BAP PMK _ SEALNAME cites' o f Lnnni katit 9193 S JAM) ENGLEWOO RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH LANDSCAPE PLANTING ENLARGED PLAN 10 BID DOCUMEI BAR IS Oft INCH ON ORIGINAL DRAMS, DATE JULY 2016 PROJ PROJECT -NO SHEET of LEGEND el IS 1, LIMITS OF DISTURBANCE PLANTING AREA BOUNDARY SAINT VRAIN CREEK EXISTING TREE PROP. GREENWAY TRAIL PROP. EVERGREEN TREE PROP. UPLAND TREE 000 PROP. SHRUB 404 MITIGATION ZONE A NOTES REFER TO SSR-LA-002 FOR PLANTING NOTES; REFER TO SSR-LA-003 FOR TREE & SHRUB LISTS AND SEED MIXES; REFER TO SSR-LA-004 FOR PLANTING AREA QUANTITIES. ZONE A' ZONE B ZONE C ZONE G 2. ZONE A* 404 MITIGATION: INSTALL 1 PLANT ON 1 FOOT CENTERS, STABILIZATION ZONE A ZONE B ZONE C ZONE D ZONE F ZONE G ZONE H ZONE J $PWURL FILENAME: ANSI_D.DWG PLOT DATE: $PLOTDATE PLOT TIME: $PLOTTIME 1 i Ku,, LEGEND A a. poo LIMITS OF DISTURBANCE PLANTING AREA BOUNDARY SAINT VRAIN CREEK EXISTING TREE PROP. GREENWAY TRAIL PROP. EVERGREEN TREE PROP. UPLAND TREE PROP. SHRUB 404 MITIGATION NOTES 1. REFER TO SSR-LA-402 FOR PLANTING NOTES; REFER TO SSR-LA-003 FOR TREE & SHRUB LISTS AND SEED MIXES: REFER TO SSR-LA-004 FOR PLANTING AREA QUANTITIES. 2. ZONE A` 404 MITIGATION: INSTALL 1 PLANT ON 1 FOOT CENTERS. ZONE A ZONE A` ZONE B ZONE C ZONED STABILIZATION belt ZONE A ZONE B ZONE C ZONE D ZONE F ZONE G ZONE H ZONEJ 1t •� - ;'-1?• f1-•i" I csIt `• - 4•N -T .-_- N 0 25 50 100 150 SCALE IN FEET KEYMAP / 1/ 1 J I j .4 -p rt- - Al 4 - I 1 VRAVN CREEK N N • -s I N I r/ / f i / r m SHEET SSR-LA-022 ZONE A', 404 MITIGATION,- --1 PLANT PLUGS 1 ON 1 FOOT CENTER ZONE G, 404 MITIGATION ZONE G. STABILIZATION - J - e — — ;• — — rr ZONE C. STABILIZATION -1 %' L.1 } r PLANTING- AREA 9 LIMITS OF DISTURBANCE, TYP, `I- if -47 14 p ZONE C. STABILIZATION ZONE b, 404 MITIGATION - - - -..11 ZONE, I t t► 404 MITIGATION ZONE G, —' STABILIZATION. 'I I If I' n N ---- -es; saa • ZONE F, STABILIZATION ZONE J, — STABILIZATION NEMEI • , I ,, .co ▪ • t 4 i▪ s S. 14 it ... `ti _• •lS 1.1`• EXISTING ` 1 ROAD • $ 11 , 1 H' 1 I rl• i 'if (1 I . 1 � -4.14-4.14 I. 1. c* N ,. • f, al h�t•t • •, pr.' ,, • - . rV -.1 r II t r "b',\,h ‘. - • ?- ( Al A ti i r, • I 1:O i r` -%'I -' /.i\ - - , ` N -444 _A•, r. t 'Oi P to, 1. I • • --;"- 4 ,- • -r \ Fa. • .' s _ t • • 00 • • rot I. • aria 04 Ai a cn re ID DOCUMENT CONSTRUCTION DOCUMENTS co 90% CONSTRUCTION OOCUMEN ION DOCUMENTS 30% CONSTRUC a 9193 S JAMAICA ST ENGLEWOOO CO 80112 0 tta 0 Gal its if 2.1 ez .20 —m 98 0 Lau ce CL CO z 0 ex Li Lil VERIFY SCALE EAR IS ONE [NM ON ORIGINAL DRAWING DATE JULY 2016 PROJ PROJECT -NO DWG SSR-LA-021 SHEET of 0 en co $PWURL FILENAME: ANSI_D.DWG PLOT DATE: $PLOTOATE PLOT TIME: SPLOTTIME 1 2 I 3 I 4 5 I 6 A a KEYMAP �a I i_ rein. C. a 25 a IMP N so 100 150 SCALE IN FEET 0 Q J • 1 a =� Sat 'egain 1�1 JZ • W �•r r - 4870 r..'• �-�- - .. S. C) 2 ZONE A*, 404 MITIGATION, PLANT PLUGS 1 ON 1 FOOT CENTER ZONE A, �1t r 1' /.' P- / i 7 ZONE C, `/' STABILIZATION �I a I STABILIZATION 1 ZONE G, � p STABILIZATION 7I —# --. !/ ZONE G. _ 404 MITIGATION f f' " :l • or 1 1 4'4 r. PLANTING AREA 7 ZONE J, STABILIZATION Immo ewe a _mai _ iss . t 1 r`y -� ;Zs ' SAINT VRAIN CREEK da--ems"`- es sesss...e es MOM milt a -- - 48)D Z HI i 1 T' ------- :«rw i • ---- --Jt:. (4.' .- _ ela ses r 4' ZONE F, STABILIZATION" f -r ZONE A, STABILIZATION ZO N E G, STAB ILIZATION ZONE F, ZONE J, STABILIZATION STABILIZATION MATCHLINE - SHEET SSR-LA-021 • Z• lispr elms EXISTING • MAINTENANCE N ROAD IIIMILrJ -^- _ al=e ... e • _sae was tar " 1 = — _ • 41.''..0 • 0. r PLANTING AREA 9 c- • 1 ti c v ZONE F, t ZONE G, STABILIZATION STABILIZATION / ZONE A, STABILIZATION -- 4070 ' - ` se,"- y\ et S•MIMMI. tos ti" LIMITS OF DISTURBANCE, PIP 1 L 'r O MATCHLINE - SHEET SSR-LA-©23 LEGEND LIMITS OF DISTURBANCE PLANTING AREA BOUNDARY SAINT VRAIN CREEK EXISTING TREE PROP. GREENWAY TRAIL PROP. EVERGREEN TREE PROP. UPLAND TREE PROP. SHRUB 404 MITIGATION ZONE A NOTES 1. REFER TO SSR-LA-002 FOR PLANTING NOTES; REFER TO SSR-LA-003 FOR TREE & SHRUB LISTS AND SEED MIXES; REFER TO SSR-LA-004 FOR PLANTING AREA QUANTITIES. STABILIZATION ZONE A ZONE A* ZONE B ZONE B ZONE C ZONE C ZONE D ZONE G ZONE F ZONE G IJZONE H ZONE J 2. ZONE A* 404 MITIGATION: INSTALL 1 PLANT ON 1 FOOT CENTERS. Y Y Y C. 0. C. O. aaI22 m m m m BID DOCUMENTS 100% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 30% CONSTRUCTION DOCUMENTS 2 a y W a W J� 10 C 4 a E F 'o p7 N N r I- b 0 z 2 0 a Y a C 0 E a' O RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH 1"=50' VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING. V�1' CCH2M HILL 2014, ALL RIGHTS R z w DATE JULY 2016 0 PROJ PROJECT -NO C) DWG SSR-LA-022 SHEET of to $PWURL $PWPATH FILENAME: ANSI D.DWG PLOT DATE: $PLOTDATE PLOT TIME: $PLOTTIME ..—I 1 SCALE IN FEET KEYMAP $PWURL PLANTING AREA 7 ZONE G, STABILIZATION 2 $PWPATH ZONE G, STABILIZATION ZONE A, STABILIZATION PLANTING AREA B 4 ZONE C, 404 MITIGATION`N ZONE C. STABILIZATION LEGEND LIMITS OF DISTURBANCE PLANTING AREA BOUNDARY SAINT VRAIN CREEK EXISTING TREE PROP. GREENWAY TRAIL PROP. EVERGREEN TREE PROP. UPLAND TREE PROP. SHRUB CONSTRUCTION ACCESS ROAD, •ZQNE 4 STABILIZATION 404 MITIGATION ZONE A NOTES 1. REFER TO SSR-LA-002 FOR PLANTING NOTES; REFER TO SSR-LA-003 FOR TREE & SHRUB LISTS AND SEED MIXES; REFER TO SSR-LA-004 FOR PLANTING AREA QUANTITIES. ZONE A` ZONE B ZONE C ZONE G 2. ZONE A* 404 MITIGATION: INSTALL 1 PLANT ON 1 FOOT CENTERS. 5 ,+ `" ZONE A,• 'si �,� STABILIZATION \ss ZONE G. Zs. STABILIZATION gis ZONE H, N.S. STABILIZATION • i v.- -Nz fl x // ..,..-... .�-w PLANTING AREA 10 ZONE A, STABILIZATION STABILIZATION ZONE A ZONE B ZONE C ZONE D ZONE F ZONE G ZONE H ZONE J ZONE C, STABILIZATION ZONE A, 404 MITIGATION �1 r ZONE G, 404 MITIGATION ZONE D, 404 MITIGATION ZONE H, STABILIZATION FILENAME: ANSI,-D.DWG C 0 E Dl hist %J 1"=50' VERIFY SCALE BAR IS ONE INCH ON ORIGINAL URAW ING, off, DATE JULY 2016 PROJ PROJECT -NO DWG SSR-LA-023 SHEET of PLOT DATE: $PLOTDATE PLOT TIME: $PLOTTIME 5 go * z 2 U O O O 03 A PLANTING AREA 8 Nkts . \I\ i) r %.i �- 141SNEA, w; _ j — �. �'G ee STABILIZATION 7 �!/ et- -r � t VRAot4 a (4 MATCHLINE - SHEET SSR-LA-023 •aI a — a sr •-•—•r ten •' C- • i If witre ZONE G, 404 MITIGATION ZONE A, 404 MITIGATION ZONE G, �r 404 MITIGATIO)I'r �,- �' � `' .-- r• s art otsiee ZONE H, • STABILIZATION ti,• ZONE A, STABILIZATION I1 — ZONE G, STABILIZATION — ZONE D, • STABILIZATION ZONE H, STABILIZATION ZONE J, STABILIZATION PLANTING AREA 10 \-- LIMITS OF DISTURBANCE, TYP 7 r V z C Z m - i SHEET SSR-LA-025 PLANTING - AREA 11 ZONE 3, STABILIZATION EXISTING -�- ACCESS ROAD I1 1 1 1 I ' I I -S Parma or MS DOCUMENT. AND THE IDEAS 'SODESiCHS $ CORPCRA7ED HEREIN AS AN RJ.S' ROMENT OF PROfES53O U.L SERVICE. IS THE PROPERTY CIF2)CFI2IN HILL 2014. ALL RIGHTS RESERVED. t7 CH2M HILL AND IS NOT TOSE USED, ON WHOLE OR IN PART FOR Awe OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF Gall FILL. Ia y"r rl v xwA» )d t� ii tor PMK a a a APVD SEALNAME SAP I BAP aaa BID DOCUMENTS 100% CONSTRUCTION DOCUMENTS 190% CONSTRUCTION DOCUMENTS B 0 59 0. e a DSGN PMK 2 ei a N N N .- 2 NO. DATE I`vnyu Ch9193 S JA MS ES A O RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH LANDSCAPE PLANTING ENLARGED PLAN 14 2 LU 2 0 Q 1" = 50' VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING V 1' DATE JULY 2016 PROJ PROJECT -NO DWG SSR-LA-024 O _SHEET of 03 0 25 50 100 160 SCALE IN FEET LEGEND me me WIN 1! LIMITS OF DISTURBANCE PLANTING AREA BOUNDARY SAINT VRAIN CREEK EXISTING TREE PROP. GREENWAY TRAIL PROP. EVERGREEN TREE PROP. UPLAND TREE PROP. SHRUB 404 MITIGATION ZONE A ZONE A" ZONE B ZONE C ZONE G NOTES 1. REFER TO SSR-LA-002 FOR PLANTING NOTES; REFER TO SSR-LA-003 FOR TREE & SHRUB LISTS AND SEED MIXES; REFER TO SSR-LA-004 FOR PLANTING AREA QUANTITIES. 2. ZONE A" 4©4 MITIGATION: INSTALL 1 PLANT ON 1 FOOT CENTERS. STABILIZATION ZONE A ZONE B ZONE C ZONE D ZONE F ZONE G ZONE H ZONE J PLOT TIME: $PLOTTIME $PWPATH PLOT DATE: $PLOTDATE $PWURL FILENAME: ANSL_D.DWG ti 3N11H31VIN N 1 SHEET SSR-LA-016 N IsZ •s GR-AVEL POND I .,,r'`'te r - STABILIZATION I, ZONES, 1 2 2 at -• I f� 3 ZONE G. STABILIZATION ZONE A, STABILIZATION ZONE G, 404 MITIGATION - ZONE A, 404 MITIGATION ZONE H; STABIL1zATIQN- - LIMITS OF • DISTURBANCE, ZONE J, STABILIZATION PLANTING AREA 11 ZONE A*, 404 MITIGATION, PLANT PLUGS 1 ON 1 FOOT CENTER -EXISTING • ACCESS ROAD ,\ ZONE J 54 i��-STABILIZATION NV) tl lc IN% III I� 1111 Ili II I. — •—. 1 I MATCHLINE - SHEET SSR-LA-026 / • r r • t. LEGEND • eaN Coo LIMITS OF DISTURBANCE PLANTING AREA BOUNDARY SAINT VRAIN CREEK EXISTING TREE PROP. GREENWAY TRAIL PROP. EVERGREEN TREE PROP. UPLAND TREE PROP. SHRUB 404 MITIGATION ZONE A ZONE A* ZONE B ZONE C ZONE G NOTES 1. REFER TO SSR-LA-002 FOR PLANTING NOTES; REFER TO SSR-LA-003 FOR TREE & SHRUB LISTS AND SEED MIXES; REFER TO SSR-LA-004 FOR PLANTING AREA QUANTITIES. 2. ZONE A* 404 MITIGATION: INSTALL 1 PLANT ON 1 FOOT CENTERS. (T) i 35 50 100 $50 SCREE IN FEET STABILIZATION ZONE A ZONE B ZONE C ZONE D ZONE F ZONE G ZONE H ZONEJ .5 4 . r 1 it it .4. it 042M HIM AND 15 NOT TO BE USED. IN WHOLE OR IN PART. FOR ANY CQTNER PROJECT Wf I1fl/T TM vrw I I to au I msrtUAl ran yr a.nw nu -L. 3 ' 2015/07120 BID DOCUMENTS BAP PMK 2 2016(07/01 100% CONSTRUCTION DOCUMENTS BAP PMK 1 2016/02/12 90% CONSTRUCTION DOCUMENTS BAP PMK 0 12015106/30 30% CONSTRUCTION DOCUMENTS DAP PMK NO. DATE REVISION BY APVD. DSGN - DR C, -1K AFVD ME BAP PMK SEALI+IAME RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH LANDSCAPE PLANTING ENLARGED PLAN 15 w U L0 DWG SSR-LA-425 C SHEET of CO $PWURL SPWPATH FILENAME: ANSI JIDWG PLOT DATE: $PLOTDATE PLOT TIME: $PLOTTIME S EXISTING MAINTENANCE ROAD 1 2 A ore SPA I. -•- - • �! . -e lir WI. Ils - -- `-1 -- Sr f „_ 4,...!a ^rallP ! r r.--. PLANTING AREA S LIMITS OF DISTURBANCE, TYP ZONE J, STABILIZATION CONSTRUCTION ACCESS ROAD ZONE J, STABILIZATION T VRA114 CREEK S p�] N- � tr- I 4_ or F r • j .ic� e t w A. I I I • f c 3 i MATCHLINE - SHEET SSR-LA-025 N ✓.. a 4. • 4 I j/ 1 ✓ 1 I I LEGEND - - - S LIMITS OF DISTURBANCE PLANTING AREA BOUNDARY -I SAINT VRAIN CREEK EXISTING TREE PROP. GREENWAY TRAIL PROP. EVERGREEN TREE PROP. UPLAND TREE 00° PROP. SHRUB �3 404 MITIGATION ZONE A ZONE A* ZONE B ZONE C ZONE G NOTES 1. REFER TO SSR-LA-002 FOR PLANTING NOTES; REFER TO SSR-LA-003 FOR TREE & SHRUB LISTS AND SEED MIXES; REFER TO SSR-LA-004 FOR PLANTING AREA QUANTITIES. 2. ZONE A* 404 MITIGATION: INSTALL 1 PLANT ON 1 FOOT CENTERS. N 0 25 50 �-/ 100 150 SCALE IN FEET STABILIZATION iI ZONE A ZONE B ZONE C ZONE D ZONE F ZONE G ZONE H ZONE J GRAVEL POND k MATCHLINE - SHEET SSR-LA-027 cOo_DO I I i M 0 G rn 9193 S JAMAICA ST Ii o $<,'PI '� ENOIEWOdDCO 80112 3 281$NTIt9B1DDOCUMENTS 9AP PMK 2 2016/0T/01 j100%CONSTRUCTIONDOCUMENTS BAP PMK� I mn RESLIICNT SAINT VRAIN PROJECT -SANDSTONE RANCH REACH jIA,1 2016,0211290% CONSTRUCTION DOCUMENTS BAP PMK�i S v. V 2 CJ LANDSCAPEii-u cth• of 0 2x15/00138 30% CONSTRUCTION DOCUMENTS BAP PMK ' r' xi a_ c z2 Lori mont G to r< 1 P zz �' NO. DATE REVISION , BY !MVO. -.� jN PLANTING � _,isi _ N i a ENLARGED PLAN 16 DSON DR CHK APVD Lit O ;it PMK BAP PMK SEALNAME -------------_-- _—___.__.._'_ ___....,.......e ....�..�rr...u.nnn„e.-..�••�� .c au u,araswc„rf)K oatxc�ennNu fs{YwIf�1S 4NE P7YO6£ATYO e,rinu sal "raid hl I cr_irrc IWSCRVeo_ I - W U O a a CO $PWURL $PWPATH PLOT DATE: $PLOTDATE FILENAME: ANSLD.DWG PLOT TIME: $PLOTTIME GRAVEL POND f k„. I r c N k ck CO 1t, 1 I— — I rw/.,Y. •. �.: co Z • r 1 ! • ir 1 c• i 2 411 I/ , rJr, 1 '. �—• TO / sN Im / coy G fir. 11 .y ff - f r �\ t l a it f I-� CONSTRUCTION ACCESS ROAD, ZONE J, STABILIZATION PLANTING AREA 12 \„ 00,-1'7- --- Kati t Jr- ! ' LIMITS OF 1 _ _ A DISTURBANCE. TYP sr`� ,fe ` � �` \1 fi 4. ••••••"° srF� +fir /. ZONE H, -STABILIZATRON r SR CREEK taRYl eovLO � I. etII I ICI I f , - 4, f - -.. •I• •i- £_..c-... -��`— rf Si r s i .f ,. 1 7 .: Zs EXISTING MAINTENANCE N ROAD 1 1 i r LEGEND • LIMITS OF DISTURBANCE PLANTING AREA BOUNDARY SAINT VRAIN CREEK EXISTING TREE PROP. GREENWAY TRAIL PROP. EVERGREEN TREE PROP. UPLAND TREE PROP. SHRUB 404 MITIGATION ZONE A ZONE A* ZONE B ZONE C ZONE G NOTES 1. REFER TO SSR-LA-002 FOR PLANTING NOTES; REFER TO SSR-LA-003 FOR TREE & SHRUB LISTS AND SEED MIXES; REFER TO SSR-LA-004 FOR PLANTING AREA QUANTITIES. 2. ZONE A* 404 MITIGATION: INSTALL 1 PLANT ON 1 FOOT CENTERS. STABILIZATION N (11) a xs _ so _ Ion ZONE A ZONE B ZONE C ZONE D ZONE F ZONE G ZONE H ZONE J o 25 50 t00 150 SCALE IN FEET ZONE J, STABILIZATION -�. SEED AS NECESSARY TO STABILIZE DISTURBED SOIL. ---r-- -` ..-. -tea a o. a a w C. a. a a w m BID DOCUMENTS 100% CONSTRUCTION DOCUMENTS nit e N Z016+42wlRI 90% CONSTRUCTION DOCUMENTS a - 2O15/O6P30130% CONSTRUCTION DOCUMENTS a 0 2 z(8 9193 S JAMAICA S 1 0 oo a O 0 O 0 W W RESILIENT SAINT VRAIN PROJECT • SANDSTONE RANCH REACH 43 C 0 E a) CO cJ JCt12M HILL 2014, ALL RIGHTS RESERVED. iE co U 0 O I — W 0 0 W 1" = 50' VERIFY SCALE BAK IS ONE INCH ON ORIGINAL DRAWING. 0-1' DATE JULY 2016 PROJ PROJECT -NO DWG SHEET SSR-LA-027 of FILENAME: ANSI_D.DWG PLOT DATE: $PLOTDATE PLOT TIME: $PLOTTIME $PWURL $PWPATH A SHRUB PLANTING AREA #1 SHRUB PLANTING AREA #2 SHRUB PLANTING AREA #4 SHRUB PLANTING AREA #3 0 5 10 f` 20 30 SCALE IN FEET 0 > 0. a a. Y as a. a m m 2016107/29 BID DOCUMENTS 100% CONSTRUCTION DOCUMENTS N e N co N CAS 0 O z O N 0 07 N 5 0 CD w aW 0 a 00 CHMM HILL 2014. ALL RIGHTS RESERVED. r�J S ei Org act Us Q K Q C5 Y f a 1 fLL a 22 z n WWz 43 o is?' ss O U 0 RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH 2 a O w <zz Z © 'c c Z J —I <00. J in CC vvas tg 62 4 1"=10' VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING. o - 1 DATE JULY 2016 PROJ PROJECT -NO DWG SSR-LA-030 SHEET of C!) H Z w 2 0 O m PWURL $PWPATH FILENAME: ANSI_D,DWG PLOT DATE: $PLOTDATE PLOT TIME: $PLOTTIME 2 3 4 5 IRRIGATION LEGEND ≥?'3 SLLLVLS: CLASS 200 PVC L V MAINLINE PIPE: CLASS 200 PVC 2 -INCH UNLESS OTHERWISE NOTED LATERAL PIPE TO EMITTERS: UV RADIATION RESISTANT POLYETHYLENE (3/4 -INCH SIZE, ROUTING IS DIAGRAMMATIC) UNCONNECTED PIPE CROSSING POINT -OF -CONNECTION ASSEMBLY ISOLATION GATE VALVE ASSEMBLY: MATCO 514 Q QUICK COUPLING VALVE ASSEMBLY REMOTE CONTROL VALVE ASSEMBLY FOR DRIP: RAINBIRD XCZ- 1 00 -B-COM ra FLUSH CAP ASSEMBLY -:--EXISTING IRRIGATION EQUIPMENT ' EXISTING POLYETHYLENE DRIP PIPE(3/4 -INCH SIZE) INSTALLATION GENERAL NOTES 1. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM OF 75 PSI, AT A MAXIMUM DISCHARGE OF 10 GPM AT THE 2 -INCH IRRIGATION POINT -OF -CONNECTION (POC). VERIFY PRESSURE AND ROW ON SITE PRIOR TO CONSTRUCTION. 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. 3. COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 4 DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES. OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 5. THE DRAWINGS ARE DIAGRAMMATIC AND MAY REQUIRE FIELD ADJUSTMENTS. THEREFORE, THE FOLLOWING SHOULD BE NOTED: A. ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING ARIAS FUR CLARITY, INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. B. TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE PLANS TAKE PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIONS. AVOID CONFIICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, AND ARCHITECTURAL FEATURES. C. USE ONI Y STANDARD TEES AND ELBOW FITTINGS. USE OF CROSS TYPE FITTINGS IS NOT ALLOWED. 6. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT: A TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVES. B. TWO (2) OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, ADJUSTMENT, AND REPAIR OF ALL ROTARY SPRINKLERS. 7. SELECT NOZZLES FOR SPRAY AND ROTARY SPRINKLERS WITH ARCS WHICH PROVIDE COMPLETE AND ADEQUAIE COVERAGE WITH MINIMUM OVERSPRAY FOR THE SITE CONDITIONS CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF COVERAGE OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST PERFORMANCE 8. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF IRRIGATION SLEEVING. SLEEVES ARE REQUIRED FOR BOTH PIPING AND ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT INSTALLED WILL REQUIRE HORIZONTAL BORING BY THE IRRIGATION CONTRACTOR. ALL SLEEVE LOCATIONS SHALL BE MARKED WITH A 'V CHISELED IN THE CONCRETE PATH OR CURB DIRECTLY OVER THE SLEEVE, 9. INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES. 1D. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN THE IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT RE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. 11. THERE SHALL BE NO PIPE TRENCHING WITHIN THE CANOPY AREA OF EXISTING TREES WITHOUT THE CONSENT OF THE OWNER 12 CONTRACTOR SHALL REFER TO CITY OF LONGMONT APPROVED MATERIALS UST FOR ANY EQUIPMENT DETAILS NOT CONTAINED ON THESE PLANS OR SPECIFICATIONS. 13. CONTRACTOR SHALL KEEP IRRIGATION AS -BUILT RECORDS PER CITY OF LONGMONT DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS 603.07. 0 CONSTRUCTION NOTES FIELD LOCATE EXISTING 2 -INCH CLASS 200 PVC IMMUNE. M THIS LOCATION AND MAKE NEW MAINLINE CONNECTION. INSTALL ISOLATION GATE VALVE AND QUICK COUPLER VALVE AS SHOWN. ROUTE NEW 2 -INCH MAINLINE ADJACENT TO DIKE PATH, MAINLINE SHALL NOT EXTEND EAST OF SANDSTONE RANCH PEDESTRIAN BRIDGE FIELD LOCALE EXISTING 3/4 -INCH POLYETHYLENE DRIP PIPE IN THIS AREA MAKE NEW POLYETHYLENE CONNECTION TO EXISTING AND ROUTE NEW DRIP PIPE AS SHOWN TO NEW PLANT MATERIAL. CONTRACTOR SHALL CONTACT THE CITY OF LONGMONT AND VERIFY EXISTING DRIP ZONE OPERATION. INSTALL HUNTER NODE BATTERY OPERATED IRRIGATION CONTROLLER INSIDE CONTROL VALVE BOX. CITY OE LONGMONT SPEQJFICATION 603.03 C. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL THE IRRIGATION SYSTEM IN ACCORDANCE WITH THESE PLANS AND THE MOST CURRENT CITY STANDARDS AND SPECIFICATIONS. FIELD CHANGES TO THESE PLANS ARE TD BE APPROVED BY THE CITY PARKS AND FORESTRY SERVICES PRIOR TO WORK. D. ALL HEADS SHALL INCLUDE A CHECK VALVE. ALL ROTOR HEADS SHALL INCLUDE A STAINLESS STEEL RISER. AU. VALVES SHALL HAVE THREE EXTRA wiRES LOOPED PER DETAIL, AND EXTENDED TO THE FARTHEST WIRE DROP OR VALVE OF EACH MAINLINE BRANCH. E. PIPE INCI UDING MAINLINE SHALL RF LOCATED WITHIN A TWO FOOT (2') OFFSET FROM WALKS OR CURBS AND TO MAXIMIZE TREE PLANTING ZONES, FIELD ADJUSTMENT TO THIS STANDARD MUST BE APPROVED BY PARKS AND FORESTRY PRIOR TO WORK. F. IT 1S THE RESPONSIBILITY O€ THE CONTRACTOR TO HAVE A COPY OF THE MOST CURRENT CITY STANDARDS AND SPECIFICATIONS ON SITE AT ALL TIMES. ALL IMPROVEMEHIS wrtHIN THE RIGHT-OF-WAY OR PRIMARY GREENWAY SHALL BE INSTALLED PER THESE STANDARDS AND SPECIFICATIONS. THE STANDARDS AND SPECIFICATIONS SHALL BE AVAILABLE IC) THE CONTRACTOR AT ALL SITE MEETINGS/INSPECTIONS. ANY WORK THAT PROCEEDS WITHIN THE CREENWAY OR ROW (AS AP?UCAL3LE} THAT DOES NOT ADHERE TO CURRENT STANDARDS AND SPECIFICATIONS MO/OR WITHOUT THE APPROVED INSPECTION OF PARKS k FORESTRY SHALL BE CORRECTED M NO COST TO THE CITY. G. ALL SLEEVES WILL BE MARKED WITH A "V" CHISELED IN BIKEPATH, CURB OR OTHER PAVED SURFACE AT ALL CROSSING POINTS DIRECTLY OVER THE SLEEVE LOCATION. a 0. ID 0 TRUCTION DOCUME z S ep B CO 2 w 0 0 0 p- 0 H U) 0 U S N I w D U U O 2 0 J CY Z U Cr tJ -J J OO J u41 0 hU O mb F t z Q(13 c t R a aW w Si Q D eV ENGLEWOOD CO B C1 z a C 2 8 0 E 0) gvc Alp V- VP.A(N PROJECT - SANDSTON z w I — z w co IL O.' a z U.1 0 U"1 J z O 0 VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING O i.. DATE JULY 2016 PROJ 653819 DWG SSR-IR•01OA SHEET 1 of 10 PWURL SPWPATH FILENAME: ANSI_D_SSRFD.dwg PLOT DATE: $PLOTDATE PLOT TIME: $PLOTTIME A a C 0 r SSR-IR-011 i ___ Et r--. r — ,, 'F' LsSR-IR-013irk I k II ii I I L SSR-IR-017 r SSR-IR-015 • jl• SSR-.1R-0 18 SSR-IR-012 SSR-IR-014 - I., r� SSR-IR-016 0 260 500 1000 SCALE IN FEET -THIS AREA NOT INCLUDED IN PLAN SET w}' a'I �.y.�✓!t / NOT INCLUDED IN a W 0 o. 4 d 0. ›- 100% CONSTRUCTION DOCUMENTS 2 0 O 2 of I- U I- z z O u 0 a, 3 U 8 O U 2 a W 4� W N 2 S U re a W N 9191 S JAMAICA ST ENGLEWOOD CO 80112 O 0 z 0 RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH 0- O 111 (Da 2 CC 1" = 500' VERIFY SCALE EAR IS ONE INCH ON ORIGINAL DRAWING 0 - 1" r A O 4 F- J Cu y�O •Y w{c U ti 20 pp 16y �LL z� 0 aa ox w 1i15 LL U, I2 w c O a z 0 H O Ie z 0 e DATE JULY 2016 PROJ 653819 DWG SSR-IR-010 SHEET 2 of 10 Reuse OF DOCt&e aS. $PWURL $PWPATH FILENAME: ANSI D SSRFO.dwg PLOT DATE: $PLOTDP.TE PLOT TIME: $PLOTTIME A C D i i i i i • ('CUN•I I•;U1.1.1;i I: M! 12 Ib' :1 6 it !;UL:'.IFP r q'/4; :.7r1 • +.S LS �y1titrt, kit 0 J is n to A EXISTING IRRIGATION SHOWN WITHIN THIS AREA FOR CLARITY. DO NOT CONSTRUCT l .r F._. i i i i IRRIGATION LEGEND 1222 SLEEVES: CLASS 200 PVC MAINLINE PIPE: CLASS 200 PVC 2 -INCH UNLESS OTHERWISE NOTED +' LATERAL PIPE TO EMITTERS: UV RADIATION RESISTANT POLYETHYLENE (3/4 -INCH SIZE, ROUTING IS DIAGRAMMATIC) UNCONNECTED PIPE CROSSING POINT -OF -CONNECTION ASSFMBLY N ISOLATION GATE VALVE ASSEMBLY: MATCO 514 a QUICK COUPLING VALVE ASSEMBLY 0 REMOTE CONTROL VALVE ASSEMBLY FOR DRIP: RAINBIRD XCZ-100-0-COM 4Y r FLUSH CAP ASSEMBLY ^'Y --'EXISTING IRRIGATION EQUIPMENT EXISTING POLYETHYLENE DRIP PIPE(3/4 -INCH SIZE) CONSTRUCTION NOTES C FIELD LOCATE EXISTING 2-INCII CLASS 2W PVC MAINUNE AT THIS LOCATOR AND MAKE NEW MAINIJNE CONNECTION. INSTALL ISOLATION WE VALVE AND QUICK COUPLER VALVE AS SHOWN ROUTE NEW ≥-INCH MAINLINE ADJACENT TO BIKE PATH, MAINLINE SHALL NOT EXTEND EAST or SANDSTONE RANCH PEDESTRIAN DRWGC FIELD LOCATE EXISTING 3/4 -INCH POLYETHYLENE DRIP PIPE IN THIS AREA MAKE NEW POLYETHYLENE CONNECTION 10 EXISTING AND ROUTE NEW DRIP PIPE AS SHOWN TO NEW PLANT MATERIAL_ CONTRACTOR SHALL CONTACT THE CITY OF LONGMONT AND VERIFY EXISTING DRIP ZONE OPERATION. INSTALL HUNTER NODE BATTERY OPERATED IRRIGATION CONTROLLER INSIDE CONTROL VALVE BOX. MATCHLINE -SEE SHEET SSR-IR-012 0 2b 10D 180 SCALE IN FEET 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I i i I I i 1 1 1 1 1 1 1 i i I i MATCHLINE - SEE SHEET SSR-1R-013 i i Lau U. d 0. m 10O% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 30% CONSTRUCTION DOCUMENTS w G. Q t k U 0; 0 @ CF$ A HILL 2014 ALL RIGHTS RESERVED. LL 0 u�rg tut e4 irk N k H W Q a a 440 9191 S JAMAICA ST ENGLEWOOD CO 80112 .13 O 2 1 C E J 8 RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH r �CC CC CL d Z I" 0z I—LU ui dui 00 cew T.5 LU 1•= 50' VERIFY SCALE CO Z 2 a Z Q 'r V WING I- 6x3$19 5SR•IR-011 0 3 of 10 O J BAR IS ONE INCH ON ORIGINAL DRA 0 DATE PROD DWG SHEET ULY 2016 SP WURL SPVVPATH FILENAME: ANSI_D_SSRFO.dwo PLOT DA- ` + PLOT TIME: $PLOTTIME i I i i i i i i I I I i i i i I i i I 7\s II l i i I i (.0 L (he J)m` IA i i S MATCHLINE - SEE SHEET SSR-IR-011 EXISTING IRRIGATION SHOWN WITHIN THIS AREA FOR CLARITY. DO NOT CONSTRUCT • t 0 25 100 CONSTRUCTION NOTES a ■a FIELD LOCATE EXISTING 2 -INCH CLASS 200 PVC MAINLINE Al THIS LOCATION AND WAKE NEW MAINLINE CONNECTION. INSTALL ISOLATION GATE VALVE MD QUICK COUPLER VALVE AS SHOWN. ROUTE NEW 2 --INCH IMMUNE ADJACENT TO MICE PATH. MAINLINE SHALL NOT EXTEND EAST OF SANDSTONE RANCH PEDESTRIAN BRIDGE 02 FIELD LOCATE EXISTING 3/4 -INCH POLYETHYLENE DRIP PIPE IN THIS AREA, MAKE NEW POLYETHYLENE CONNECTION T4 EXISTING MD ROUTE NEW DRIP PIPE AS SHOWN TO NEW PLANT MATERIAL. CONTRACTOR SHALL CONTACT THE CITY OF LONGMONT AND VERIFY EXISTING DRIP ZONE OPERATION. 03 INSTALL HUNTER NODE BATTERY OPERATED IRRIGATION CONTROLLER INSIDE CONTROL VALVE BOX. 160 SCALE IN FEET IS*I,IC T --1 -:,'..-t qtr"'.� 2N1 I'y; `!4 I iNF S IRRIGATION LEGEND SLEEVES: CLASS 200 PVC MAINLINE PIPE: CLASS 200 PVC 2 -INCH UNI ESS OTHERWISE NOTED LATERAL PIPE TO EMITTERS: UV RADIATION RESISTANT POLYETHYLENE (3/4 -INCH SIZE, ROUTING IS DIAGRAMMATIC) UNCONNECTED PIPE CROSSING POINT -OF -CONNECTION ASSEMBLY ISOLATION GATE VALVE ASSEMBLY: MATCO 514 QUICK COUPLING VALVE ASSEMBLY 0 REMOTE CONTROL VALVE ASSEMBLY FOR DRIP: RAINBIRD XCZ-100-B-COM f FLUSH CAP ASSEMBLY "--'--EXISTING IRRIGATION EQUIPMENT EXISTING POLYETHYLENE DRIP PIPE(3/4 -INCH SIZE) 1 1 1 1 1 1 1 1 1 1 i 1 1 1 I i I i i 1 i i i i i i • ntI W oCI l— w� I CO w I I La z yDATE U PROJ C 4 m Ui U 0 ce D e- 0 U S t0 90% CONSTRUCTION DOCUMENTS 30% CONSTRUCTION DOCUMENTS z 0 5 In w 2 a 9 k SW C) N ea to t 4 9591 S JAMAICA ST ENGLEWOOO CO 80112 0 43 C 0 .o) c.).j 0) 2 0: 2 a z z 0 0 z d to U a z to ro iz z a. < Ll.! a.az 00 z w 1•-50, VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING 1" JULY 2016 653819 DWG SSR-IR•012 SHEET 4 of 10 z 2 0 C V U C4 U) 4 C-) $PW URL SPWPATH FILENAME: ANSI_DSSRFO.Uwg PLOT DATE: $PLOTDATE PLOT TIME: $PLOTTIME 1 1 1 1 r- 0 ct co LII - w U) W U) W z 1 1 1 1 1 1 1 1 1 $PWPATH 1 1 1 1 1 1 1 1 1 1 1 1 1 0 r- r z m 'SEE SHEET SSR-IR-015 MATCHLINE - SEE SHEET SSR-IR-014 0 25 60 100 150 SCALE IN FEET JIM FILENAME: ANSI D_SSRFD.dwg 1 1 1 1 1 1 1 1 1 1 0 Y a w W C) U 0 U N z 0 U p 8 I- W U O O Cl) 2 O U W (A I- rs O U O O 0 U a O W cc N • 9191 5 JAMAICA ST ENGLEWOOD CO 80112 r O Q N X O RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REA 1"=501 VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING G- 1" DATE JULY 2016 PROJ 653819 DWG SSR-IR-013 SHEET 5 of 10 PLOT DATE: $PLOTDATE PLOT TIME: $PLOTTIME cn Z LIJ 0 0 a 0 I.L U) Z O 0 SP WURL MATCHLINE - SEE SHEET SSR l i I I I I i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 25 50 MATCHLINE - SEE SHEET SSR-IR-013 100 150 SCALE IN FEET EXISTING IRRIGATION SHOWN WITHIN THIS AREA FOR CLARITY. DO NOT CONSTRUCT I• IRRIGATION LEGEND 2 SLEEVES: CLASS 200 PVC MAINLINE PIPE: CLASS 200 PVC 2 -INCH UNLESS OTHERWISE NOTED Sti LATERAL PIPE TO EMITTERS: UV RADIATION RESISTANT POLYETHYLENE (3/4 -INCH SIZE, ROUTING IS DIAGRAMMATIC) - UNCONNECTED PIPE CROSSING I- POINT -OF -CONNECTION ASSEMBLY H ISOLATION GATE VALVE ASSEMBLY: MA1CO 514 c QUICK COUPLING VALVE ASSEMBLY 03) REMOTE CONTROL VALVE ASSEMBLY FOR DRIP: RAINBIRD XCZ-100-B-COM (Vi, FLUSH CAP ASSEMBLY -Qt.-EXISTING IRRIGATION EQUIPMENT EXISTING POLYETHYLENE DRIP PIPE(3/4 -INCH SIZE) CONSTRUCTION NOTES 01 ilELO LOCATE EXISTING 2 -INCH CLASS 200 PVC wouuhrE AT THIS LOCATION ANO MAKE NEW MAINLINE CONNECTION. INSTALL ISOLATION GATE VALVE AND QUICK COUPLER VALVE AS SHOWN, ROUTE NEW 2 -INCH MAINLINE ADJACENT 10 DIKE P.ATIL MAINLINE SHALL NOT EXTEND FAST OF SANDSTONE RANCH PEDESTRIAN BRIDGE FIELD LOCATE EXISTING 3/4 -INCH POLYETHYLENE DRIP PIPE IN THIS AREA MAKE NEW POLYETHYLENE CONNECTION TO EXISTING AND ROUTE NEW DRIP PIPE AS SHOWN TO NEW PLANT MATERIAL. CONTRACTOR SHALL CONTACT THE CITY OF LONGMONT AND VERIFY EXISTING DRIP ZONE OPERATION: 03 INSTALL HUNTER NODE BATTERY OPERATED IRRIGATION CONTROLLER INSIDE CONTROL VALVE BOX, 1 1 1 I i I i I i O a J 03 y w U I- H 96% CONSTRUCTION DOCUME 30% CONSTRUCTION DOCUMENTS SC U N m r N 9191 S JAMAICA ST ENGLEWOOD CO 80112 -5 a z c4 C 0 E en c.a.! i CC) ROJECT - SANDSTONE RA NT SAINT VRA p J g tF a a W tq 5�S EW a 2 O ; 83 3 t5 8� dW gm YO r g 5 a a H a O U CC CO O 1"=50' VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING 0 - V. DATE JULY 2016 eROJ 653819 DWG SSR-IR-014 SHEET 6 Of 10 $PWURL SPWPATH FILENAME: ANSI_D_SSRFD.dwg PLOT DATE: SPLOTDATE PLOT TIME $PLOTTIME I I I I I i I i I i i i i I I I i I I I I i 1 KE11`MAP lm SEE SHEET SSR-IR-013 SPWURL SP4NPATH 1 1 1 1 1 C I 1 1 • t. 0 25 50 N 100 150 SCALE IN FEET FILENAME: ANSI D SSRFD.dwvg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ti C tL T cc I- w co co • z U MATCHLINE - SEE SHEET SSR-1R-018 i i I I i i I I I i I I i i I I I N DOCUMENTS aEus=_ OF DOCUMENTS: � MO THE S NOT TO SEE USE& IN WHDESIGNS E OR QPARRT FOR * TED o TERPROJECT WITHOUTN, AS AN itartRt,serr F PROFESSIONAL SERVICE. IS WE PROPERTY THEWRITTEN AUTHORIZATION OF CM,' HILL OF FA.NgIOH2M HILL 2014. AU. RIGHTS RESERVED EP W ak Li It gl m (I} 100% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 30% CONSTRUCTION DOCUMENTS REVISION 24 pc, I . 2 -I. Q a N P Ill M r O 0 Z 2 a 42 ..... RESILIENT SAINT VRAIN PROJECT • SANDSTONE RANCH REACH IRRIGATION PLAN ENLARGEMENT AREA #5 RUCTIO I Z U U PLOT DATE: SPLOTDATE PLOT TIME: $PLOTTIME tr r d 0h MATCHLINE - SEE SHEET SSR IRRIGATION LEGEND [22 SLEEVES: CLASS 200 PVC Lid MAINLINE PIPE: CLASS 200 PVC 2 -INCH UNLESS OTHERWISE NOTED LATERAL PIPE TO EMITTERS: UV RADIATION RESISTANT POLYETHYLENE (3/4 -INCH SIZE, ROUTING IS DIAGRAMMATIC) UNCONNECTED PIPE CROSSING POINT -OF -CONNECTION ASSEMBLY ISOLATION GATE VALVE ASSEMBLY: MATCO 514 O OUICK COUPLING VALVE ASSEMBLY 0 REMOTE CONTROL VALVE ASSEMBLY FOR DRIP: RAINBIRD XCZ-100-B-COM VI.c FLUSH CAP ASSEMBLY -0- IRRIGATION EQUIPMENT EXISTING POLYETHYLENE DRIP PIPE(3/4 -INCH SIZE) 1 1 1 1 1 1 1 1 1 1 1 _r 1.1 � L SP CONSTRUCTION NOTES 0 S FIELD LOCATE EXISTING 2 -INCH CLASS 200 PVC MAINLINE AT THIS LOCATION AND MAKE NEW MAINLINE CONNECTION. INSTALL ISOLATION GATE VALVE AND QUICK COUPLER VALVE AS SHOWN, ROUTE NEW 2 -INCH MAINLINE ADJACENT TO BIKE PATH MAINLINE SHALL NOT EXTEND EAST OF SANDSTONE RANCH PEDESTRIAN BRIDGE FIELD LOCATE EXISTING 3/4 -INCH POLYETHYLENE DRIP PIPE IN THIS AREA. MAKE NEW POLYETHYLENE CONNECTION TO EXISTING AND ROUTE NEW DRIP PIPE A5 SHOWN TO NEW PLANT MATERIAL. CONTRACTOR SHALL CONTACT THE CITY OF LONGMONT AND VERIFY EXISTING DRIP ZONE OPERATION. INSTALL HUNTER NODE BATTERY OPERATED IRRIGATION CONTROLLER INSIDE CONTROL VALVE SOX. 0 25 100 160 r a a SCALE IN FEET EXISTING IRRIGATION SHOWN WITHIN THIS AREA FOR CLARITY. DO NOT CONSTRUCT f • $PWPATH i s Ier ATCHLINE - SEE SHEET SSR-IR-018 1. r. r II r1 FILENAME. ANSID_SSRFD.dW9 II t a i i I i i I I I I i i i i I i I i a W 0 0 a 0 100% CONS 90% CONSTRUCTION DOCUMENTS N TRUCTION DOCUMEN 2 0 m z 0 tz SEALMAME X a 0 g r 9191 S JAMAICA ST ENGLEWOOD CO 80112 4 a C 0 0 LJ a @CH2M HILL 2014. ALL RIGHTS RESERVED U RESILIENT SAINT VRAIN PROJECT - SANOSTON 1" = 50' VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING 0 - 1" DATE JULY 2016 PROJ 653819 DWG SSR-IR-016 SHEET 0 of 10 PLOT DATE: $PLOTDATE PLOT TIME: $PLOTTIME co Z 2 V 0 z 0 CC D vJ 0 U r p MATCHLINE - SEE SHEET SSR 1 1 1 1 1 SPWPATH N (if) sa 100 SCALE IN FEET 160 3 JJ / f MATCHLINE - SEE SHEET SSR-IR-C18 • FILENAME: ANSI_O SRFD.dwg i I i I I i I I I i i I I PLOT DATE: $PLOTDATE N DOCUMENTS PE/SSE OF DOW/JEWS +rs C ►Y41 AND IS NOT TO SE D, IN %HOLE OIDEAS MD OE SWANS INCORPORATED IN PART. AFOR ANY so11 .R ROJECT� IMSTRum7kt&JT fl WRITTEN AUT'hORIZATK)W OF NT OF PROFESSIONAL SERVICE IS THE OHM HILL OPER FY F @CH2m HILL 2014. ALL RIGHTS RESERVED. U) d APVD SEALNAME LVZ 100% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 30% CONSTRUCTION DOCUMENTS O fA CHK EWP re OR JPW RI g O NI N -. o (V o - 0 N Ill Pd O N , d Z '+z g O i .,;c C ° E RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH IRRIGATION PLAN ENLARGEMENT AREA #7 O I._ OE CONSTI PLOT TIME: $PLOTTIME $PWURL 5 I 1 i I I I I I i r IRRIGATION LEGEND 0,22 SLEEVES: CI ASS 200 PVC MAINLINE PIPE: CLASS 200 PVC 2 -INCH UNLESS OTHERWISE NOTED LATERAL PIPE TO EMITTERS: UV RADIATION RESISTANT POLYETHYLENE (3/4 -INCH SIZE. ROUTING IS DIAGhtAMMATIC) UNCONNECTED PIPE CROSSING POINT -OF -CONNECTION ASSEMBLY ISOLATION GATE VALVE ASSEMBLY: QUICK COUPLING VALVE ASSEMBLY MATCO 514 Qi RFMOIE CONTROL VALVE ASSEMBLY FOR DRIP: RAIN BIRD XCZ-100-B-COM Oft. FLUSH CAP ASSEMBLY --':•-EXISTING IRRIGATION EQUIPMENT EXISTING POLYETHYLENE DRIP PIPE(3/4 -INCH SIZE) CONSTRUCTION NOTES O V FIELD LOCATE EXISTING 2 -INCH CLASS 200 PVC MAINLINE AT THIS LOCATION AND MAKE NEW MAINLINE CONNECTION. INSTALL ISOLATION GATE VALVE AND QUICK COUPLER VALVE AS SHOWN, ROUTE NEW 2 -INCH MAINLINE ADJACENT TO BIKE PATH MAINLINE SHALL NOT EXIEND EAST OF SANDSTONE RANCH PEDESTRIAN BRIDGE FIELD LOCATE EXISTING 3/4 -INCH POLYETHYLENE DRIP PIPE IN THIS AREA. MAKE NEW POLYETHYLENE CONNECTION TO EXISTING AND ROUTE NEW DRIP PIPE AS SHOWN TO NEW PLANT MATERIAL. CONTRACTOR SHALL CONTACT THE CITY OF LONGMONT AND VERIFY EXISTING DRIP ZONE OPERATION. INSTALL HUNTER NODE BATTERY OPERATED IRRIGATION CONTROLLER INSIDE CONTROL VALVE BOX. 1 1 I 0 25 50 (I) I00 KEYMAP SCALE IN FEET ATCHLINE - SEE SHEET SSR-IR-D16 r wit OwY 11 , ..III', • 3 MATCHLINE - SEE SHEET SSR-IR-017 r I I I I SPWPATH Y • ! �- 1 1 Izz z� t I 4 S .-f I I I 1 _s Mill all N I / Y 1 // Xj.� ! \/ _ _ fI II IJ 1 1 1 /, `/, 1 r / FILENAME: Ah4SI_D,_SSRFD.dag t f i i r I 7 I I I i I I I i i i i PLOT DATE:SPLOTDATE N DOCUMENTS REVSE OF DOCUMENTS THIS CCCVLLI€NT. MID THE ova DESIGNS INCORPORATED HEREIN, AS ARIHSTRU69ENT Of PROFESSIONAL SERVICE. IS E PROPERTY OF ©CH2M HILL 20i4 ALL RIGHTS RESERVED, CHM HILL AND IS NOT TO SE USED, INW90LE AR IN PART, FOR ANY OTHER PROJECT YATHOtA THE 'MITTEN AUTHORIZATION OF CH211 NSLL 2 2096/07729 100% CONSTRUCTION DOCUMENTS LVZ EP 1 2015/02112 90% CONSTRUCTION DOCUMENTS JPW EWP 0 2015/06/30 30% CONSTRUCTION DOCUMENTS JPW EWP NO. DATE REVISION _ BY APVD DSGN DR CHK APVD JPW JPW EWP SEAL NAME RESILIENT SAINT VRAIN PROJECT - SANDSTONE RANCH REACH IRRIGATION PLAN ENLARGEMENT AREA #8 Q U fY CONSTI PLOT TIME: $PLOTTIME SPWURL Hello