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Home My WebLink About20200529.tiff��i NlSiriIM1MII0 NI ,C4u171(IGN AUUNi41101 AMENDED 2ND CORRECTED VISTA COMMERCIAL CENTER FILING II A REPLAT OF LOTS 3, 4, 7 AND 8 OF BLOCK 7, SECOND CORRECTED PLAT OF VISTA COMMERC/AL CENTER FILING II BEING A PART OF THE NORTH ONE-HALF OF THE NORTHWEST ONE -QUARTER OF SECT/ON 8, TOWNSHIP 2 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO PUDF19-0004 1 CERTIFICATE OF DEDICATION, OWNERSHIP AND MAINTENANCE KNOW ALL MEN BY THOSE PRESENTS THAT GLEN I< JEAN JOHNSON CO., LP„ A NEVADA LIMITED PARTNERSHIP BEING THE OWNER(S), MORTGAGEE OR PENHOLDER OF CERTAIN LANDS IN WELD COUNTY, COLORADO, DESCRIBED AS OLLOWS LOT 3, 4, T AND 8, BLOCK 7, SECOND CORRECTED PLAT NSTA COMMERCIAL CENTER FILING II, COUNTY OF WELD, STATE OF COLORADO CONTAINING 4.633 ACRES, MORE C LESS, HAVE BY THESE PRESENTS LAID OUT, PLATTED, AND SUBDIVIDED THE SAME INTO LOTS, AS SHOWN ON THIS PLAT, UNDER THE NAME AND STYLE OF AMENDED 2ND CORRECTED VISTA COMMERCIAL CENTER FILING II AND DO HEREBY DEDICATE TO THE PUBLIC, SCHOOL DISTRICT, OWNERS AND FUTURE OWNERS OF THIS PUO (AS APPLICABLE) ALL WAYS, PUBLIC RIGHTS -CF -WAY, EASEMENTS, PARKS AND A OPEN SPACE, AND OTHER PUBLIC RIGHTS -OF -WAY, EASEMENTS, PARKS AND OPEN SPACE, AND OTHER PUBLIC RIGHTS -OF -WAY AND EASEMENTS FOR EXECUTED THIS DURPOSES .0. AY OF ____ AA A.D. 2Old t0 « ER TYPED OR PRINTED CM TIC U COLORADO HMI. RAPIDITY ITY COMPANY STATE OF C010040_) COUNTY OF I)bN ) SS. THE FOREGONE WAS ACKNOWLEDGED BEFORE ME THIS DAY OF ,AMMAQ Y✓J 2NLB.20RMX, . MTTNCOMMISSONNEXPIRE VIWZQII D AND SEAL IM le, soil PROPERTY OWNER'S CERTIFICATE I (WE). THE UNDERSIGNED, BEING THE SOLE OWNERS IN FEE OF THE ABOVE DESCRIBED PROPERTY, DO HEREBY SUBDIVIDE THE SAME AS SHOW ON THE ATTACHED MAP. I (NE). UNDERSTAND THAT THIS PROPERTY IS LOCATED IN THE Z-465 POD ZONE DISTRICT AND IS ALSO INTENDED TO ROVIDE AREAS FOR THE CONDUCT OF OTHER USES BY RIGHT, ACCESSORY ANp USES BY SBECIy. FENEW. VIER SIGNATURE RUUSSEU COBURN LIC A COLORADO I IMITFO NAB, ITT COMPANY TYPED OR PRINTED NAME STATE OF 3 T(n128AF4 ) 11..11__11,, ) 55, COUNTY OF WNNW ) �l THE FOREGOING WAS ACKNOWTEOGED BEFORE ME THIS _1 OAT OF 2.9.21320 CGAM ssLION EXPIRES 1(0/24r 'I HAND AND SE3�L OWNER RUS.FI I COBURN. LLC, A COLORADO UNITED LIABILITY COMPANY 6840 WINCHESTER CIRCLE BOULDER, COLORADO 80301-3575 SITE II SURVEYOR'S NOTES 1. DISTANCES ARE MARKED IN U.S. SURVEY FEET AND DECIMAL PLACES THEREOF. NO DIMENSION SHALL BE ASSUMED BY SCALE MEASUREMENT HEREON. DISTANCES AND/OR BEARINGS SHOWN IN PARENTHESIS (0.00') AR E RECORD OR DEED VALUES, NOT FIELD MEASURED. 2. THE LOCATION OF THE PROPERTY USES SHOWN ON THE FACE OF THIS PLAT ARE BASED ON THE DESCRIPTION AND INFORMATION FURNISHED 5 ED SY E CLIENT, TOGETHER WITH THE TITLE OWNERMEP, THE PARCEL WHICH IS DEFINED MAY NOT REFLECT ACTUAL OWNERSHIP, BUT REFLECTS WHAT WAS SURVEYED. FOR OWNERSHIP, CONSULT TOUR RILE COMPANY. 3, COMPARE THIS PLAT, LEGAL DESCRIPTION AND ALL SURVEY MONUMENTS BEFORE BUILDING, AND IMMEDIATELY REPORT ANY DISCREPANCIES TO THE SURVEYOR. 4. RESTRICTIONS THAT MAY NE EOUN0 IN LOCAL BUILDING AND/OR ZONING CODES HAVE NOT BEEN S40WN. HEIGHT AND BULK RESTRICTIONS (IF ANY) HAVI: NOT BEEN S40WN. ONLY THOSE SETBACK RESTRICTIONS SHOWN ON THE RECORDED SUBDIVISION PLAT OR IN THE PRE COMMITMENT HAVE BEEN SHOWN. NOTE: IF SURVEY IS CERTIFIED TO ALTA TABLE A ITEM 8. THEN SEE ZONING/BULK REGULATIONS SECTION FOR AOOIRONAL INFORMATION, 5. TAN LAND SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY CAC CONSOLING GROUP, INC. TO DETERMINE OWNERSHIP OF THIS TRACT, VERIFY THE DESCRIPTION SHOWN, VERIFY THE COAPATBIUTT OF THIS OF DFSCRIPTION IN, THAT OF ADJACENT TRACTS. OR VERIFY EASEMENTSRECORD. REFERENCE IS MADE TO LAND TILE GUARANTEE COMPANY ORDER NuMBER, PCC25163988-4, NTH AN EFFECTVE DATE OF 04/16/2019 AT 5:0O P.M. FROM WHICH THIS SURVEY IS BASED. THIS PROPERTY IS SUBJECT TO ALL COVENANTS AND RESTRICTIONS RELATING TO THE USE AND CHARACTER OF THE LAND AND ALL MATTERS APPEARING OF PUBUC RECORD AND AS MAY BE DISCLOSED BY A MORE RECENT TITLE COMMITMENT OR REPORT. G. ALL REFERENCES HERE. TO BOONS, PACES. MAPS AND RECEPTION NUMBERS ARE PUBUC DOCUMENTS FILED IN THE RECORDS OF THE HELD COUNTY CLERK AND RECORDER'S OFFICE. 7. EASEMENTS AND PUBUC DOCUMENTS SHORN OR NOTED HEREON NAME EXAMINED AS TO LOCATION AND PURPOSE AND BORE NOT EXAMINED AS TO PEESRVATIONS, RESTRICTIONS, CONDIIONS, OBLIGATIONS. TERMS. OR AS TO E RIGHT TO GRANT THE SAME B. BASS OF BEARINGS: BEARINGS ARE BASED ON THE EAST UNE OF THE NORTH ONE-HALF OF THE NORTHWEST ONE -QUARTER OF SECTION N. TOWNSHIP 2 NORTH. RANGE 68 NEST Of THE 6TH PRNGPAL MERIDIAN. SNIT TO BEAR SOUTH 00'24'17' WEST. A DISTANCE OF 1323.20 FEET, FROM THE NORTH ONE -QUARTER CORNER OF SECTION 8 BEING MONUMENTEO BY A 3" ALUMINUM CAP 0.1' DOWN IN A RANCE BOX WITH A LW MARKED 'WATER', STAMPED 'TAN RASA, 1997, S5, 1/4, 0, s8. LS, 7239, ARTHUR F. UHRIDH' To THE SOUTHEAST CORNER OF THE SOUTH ONE-HALF OF THE NCRTHNEST ORE -QUARTER OF SECTION B BEING MCNUMERTED By A 2' ALUMINUM CAP RUSH WITH GROUND SURFACE, STAMPED 'A MICHAEL HASCALL, 58 TEN NEBR. 1/16. 6TH PM. 1995 PLS 23500'. S. ANY PERSON WHO KNOWINGLY REMOVES ALTERS OR DEFACES ANY E PUBUC SURVEY MONUMENT OR LAND MONUMENT OR ACCESSORY, COMMITS A CLASS NO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 16-450B, CRS, 10, DEFINITION: CERTIFY. CRIRCATON - A PROFESSONAL'5 OPINION BASED ON HIS OR HER OBSERVATION OF CONDITIONS, KNOWIEDGE, INFORMATION ANO BELIEFS, IT IS EXPRESSLY UNDERSTOOD THAT THE PROFESSIONAL'S GERTIRCAION OF A CONDITION'S E1(ISTENCE REIEVES NO OTHER PARTY OF ANY RESPONSIBILITY OR OBLIGATION HE OR SHE HAS ACCEPTED BY CONTRACT OR CUSTOM, II, CWC CONSULTING CROUP, INC. DOS NOT WARRANT THAT THE PARCEL AS DESCRIBED HEREON, COMPLIES ROTH COLORADO SENATE BILL 35. (30-2B-101), YE ACEAD NA TO COLORADO LAB YOU MUST COMMENCE AND LEGAL ACTION BASE UPON ANY DEFECT IN THIS SURVEY WITHIN THREE TEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANT ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOW HEREON. LOCATION MAP SCALE: 1' 2000' SURVEYING CERTIFICATE I, ERIC OAND CARSON A ENSTHRED PROFESSIONAL LANG SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THE SURVEH REPRESENTED BY THIS PLAT WAS MADE UNDER MY ERSONLSUPEPL AT SUPERVISION CHECKING. I NRTHER CERTIFY THAT THE AN D S LAT COMPUES WITH ALL APPLICABLE RULES REGULATIONS AND LAWS OF THE STATE OF COLORADO. STATE BOARD OF REGISTER TION 101 PROFE550NAL ENGINEERS AND PROFESSIONAL LAND SURVEYORS. AND WELD COUNTY. REGISTERED LAND SURVEYOR 0404.2020 DATE COLORADO REGISTRATION Y 37890 FOR AND ON BEHALF OF CWC CONSULTING GROUP, INC. EMAIL: ERICCOCWC-CONSULTNG.COM WELD COUNTY NOTES 1) THIS AMENDED RUE FINAL PLAN, PUDF19-0004. OF 2ND CORRECTED VISTA COMMERCIAL CENTER RUNG IL S-416. VACATES THE INTERNAL LOT µ LINES AND COMBINES LOTS 3. 4, 7, D B OF BLOCK 7 INTO ONE (1) NEW LOT, 2) THIS AMENDED PLANNED UNIT DEVELOPMENT FINAL PLAT SHALL CONSIST OF ONE (1) LOT WITH C-3 (BUSINESS COMMERCIAL) AND I-1 (INDUSTRIAL) ZONE DISTRICT USES AS INDICATED IN THE APPUCATON MATERIALS OH FILE IN THE DEPARTMENT OF PLANNING CERVICES AND SUBJECT T0, AND GOVERNED BY, THE CONDITIONS O' APPROVAL STATED HEREON AND ALL APPLICABLE VIED COUNTY REGULATIONS. 3) IN ACCORDANCE WITH THE NOD COUNTY CODE. NO LAND. BUILDING OR STHUCNRE SHALL BE CHANGED IN USE OR TYPE OF OCCUPANCY. DEVELOPED. ERECTED, CONSTRUCTED. RECONSTHUCTED, MOVED OR STRUCTURALLY ALTERED OR OPERATED IN THE COMMERCIAL ZONE DISTRICT UNTIL A SITE PLAN RENEW HAS BEEN APPROVED BY THE DEPARTMENT OF PLANNING SERVICES. 4) THE APPUCATION DOES NOT PROPOSE ANY PORTION OF THE STE TO BE LEASED TO ANOTHER PARTY. IF A PORTION OF RURTHEBUILDING IS PROPOSED TO BE LEASED TO ANOTHER PARTY IN THE E, THE APPUCANT SHALL SUBMIT A COPY OF THE LEASE AGREEMENT AND INFORMATION REGARDING THE PROPOSED USE OF THE LEASED PORTION TO THE DEPARTMENT OF PLANNING SERVICES FOR RENEW. BASED UPON THE PROPOSED USE AND/OR IMPACTS OF THE E LEASED PORTION, THE DEPARTMENT OF PLANNING SERVICES MAY REQUIRE ANEW SITE PLAN REVIEW APPUCATON. 5E INSTALLATION OF LITUTE AND IMPROVEMENTS SHALL COMPLY WITH SECTION 24-9-10 OF THE WIELD COUNTY CODE, 6) LANDSCAPING MATERIALS, AS INDICATED IN THE APPROVED LANDSCAPE PLAN, SHALL BE MAINTAINED AT All TILES DEAD OR DISEASED PLANT iERIALS SHALL BE REPLACED WITH MATERIALS OF SIMILAR QUANTITY AND OUALITY Al THE EARLIEST POSSIBLE TIME 7) ALL STRUCTURES, INCLUDING SONS, ONSITE MUST OBTAIN THE APPROPRIATE BUILDING PERMITS. B) SOURCES OF UGHT SHALL BE SHIELDED SO THAT LIGHT RAYS WILL NOT SHINE DIRECTLY ONTO ADJACENT PROPERTIES WHERE OP ERE THAI WgRD EAUSE A NUISANCE OR INTERFERE WITH ME USE ON THE ADJACENT PROPERTIES IN KIN ACCORDANCE WITHE PLAN.NETHER THE DIRECT, NOR REFLECTED, LIGHT FROM OM ANY LIGHT SOURCE MAY CREATE A TRAFFIC HAZARD TO OPERATORS OF TOR VEHICLES ON PUBLIC U L C OR PRIVATE STREETS. NO COLORED LIGHTS MAY BE USE) THIGH MAY BE CONFUSED WITH, OR CONSTRUED A5, TRAFFIC CONTROL DEVICES, WELD COUNTY NOTES 9) BUILDING PERMITS ISSUED ON THE PROPOSED LOTS WILL SE REQUIRED TO ADHERE TO THE FEE STRUCTURE OF THE COUNTY -WIDE ROAD IMPACT FEE PROGRAM. 10) WATER SERVICE SHALL BE OBTAINED FROM THE LEFT HAND WATER DISTRICT. 11) SEWER SERVICE SHALL BE OBTAINED ATOM THE SAINT VRAIN SANITATION DISTRICT. 12) THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR CONTROLLING NOXOUS NEEDS ON THE SITE, PURSUANT TO CHAPTER 15, ARTICLES I AND II, OF THE WELD COUNTY CODE. 13) THE ACCESS ON THE ATE .ALL BE MAINTAINED TO MITIGATE ANY IMPACTS TO ME PUBLIC ROAD, INCLUDING DAMAGES AND/OR OFF -ATE TRACKING. I4) ANY WORN THAT MAY OCCUPY AND/OR ENCROACH UPON ANY COUNTY RIGHTS -OF -WAY OR EASEMENT SHALL ACQUIRE AN APPROVED RIGHT-OF-WAY USE PERMIT PRIOR TO COMMENCEMENT, 15) THE HISTORICAL ROW PATTERNS AND RUNOFF AMOUNTS ON THE STE WILL BE MAINTAINED. 16) WELD COUNTY IS NOT RESPONSIBLE FOR THE MAINTENANCE OF ON -SITE DRAINAGE RELATED FEATURES, 17) THIS SITE IS LOCATED IN THE M54 AREA AND IS SUBJECT TO DEC REGULATIONS OF THE STATE -ISSUED 1,154 PERMIT. 18) ONCE THE PERMANENT CONTROL MEASURE HAS PASSED FINAL INSPECTION BY PURGE WORKS, THE SITE SHALL BE ROUINRY INSPECTED AT A FREOIIENCY DETERMINED BY PUBUC WORKS, USUALLY ON AN ANNUAL BANS UNLESS OTHERWISE NOTED. FOR THE LIFE OF THE CONTROL MEASURE, INSPECTIONS OCCUR TO ENSURE THE PERMANENT CONTROL MEASURE REMAINS FULLY OPERATIONAL AND IS BEING ADEQUATELY MAINTAINED ACCORDING TO THE SIZES OPERATION AND MAINTENANCE PLAN. UPON SALE OF THE PROPERTY, THE RESPONNBIUTY OF MAINTAINING PERMANENT CONTROL MEASLYRES SHALL BE TRANSFERRED TO THE NEW OWNER. 19) THE PAD FINAL PLAN SHALL COMPLY ROTH ALL REGULATIONS AND REOUIREMENTS OF CHAPTER 27 OF THE WELD COUNTY CODE. 20) THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR COMPLYING WITH THE PERFORMANCE STANDARDS AND PROCEDURES CF CHAPTER 27, ARTICLE II, AND ARTICLE All OF THE WELD COUNTY CODE, 21) THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR COMPLYING WITH THE PERFORMANCE STANDARDS AND PROCEDURES OF CHAPTER 23. ARTICLE III, DIVISION 3 SECTOR 23-3-250 OF THE WELD COUNTY COOS 22) THE STE SHALL MAINTAIN COMPLIANCE, AT ALL IMES, WITH THE REQUIREMENTS OF THE VOLD COUNTY DEPARTMENT OF PUBLIC WORKS, PUBLIC HEALTH AND ENNRONMRT, PLANNING SERNCFS AND ALL APPLICABLE WELD COUNTY REGULATIONS. 23) NO DEVELOPMENT AETNTY SHALL COMMENCE ON THE PROPERTY, NOR SHALL ANY BUILDING PERMITS BE ISSUED ON THE PROPERTY UNTIL THE FINAL PLAN HAS BEEN APPROVED AND RECORDED. 24) BUILDING PERMITS MAY BE REQUIRED FOR ANY NEW CONSTRUCTION OR SET UP MANUFACTURED STRUCTURE, PER SECTOR 29-3-10 OF THE HELD COUNTY CODE. A BUILDING PERMIT APPLICATION MUST BE COMPLETED AND SUBMITTED, BUILDINGS AND STRUCTURES SHALL CONFORM TO THE REQUIREMENTS OE THE VARIOUS CODES ADOPTED AT THE TIME OF PERMIT APPLICATION. CURRENTLY, THE FOLLOWING HAVE BEEN ADOPTED BY WELD COUNTY: 2016 INTERNATIONAL RESIDENTIAL CODE, 2000 INTERNATIONAL ENERGY CODE, 2017 NATIONAL ELECTRICAL CODE, AND CHAPTER 29 OF THE WELD COUNTY CODE. A PLAN RENEW SHALL BE APPROVED, AND A PERMIT MUST BE ISSUED PRIOR TO THE START OF CONSTRUCTION. WELD COUNTY NOTES 25) NECESSARY PERSONNEL FROM THE MD COUNTY DEPARTMENTS OF PLANNING SERNCE5, PUBLIC WORKS, AND PUBLIC HEALTH AND ENVIRONMENT SHALL BE GRANTED ACCESS ONTO THE PROPERTY AT ANY REASONABLE TIME IN ORDER TO ENSURE THE AcTINTIEs CARRIED WT ON THE PROPERTY COMPLY WITH THE CONDITIONSor APPROVAL STATED HEREIN AND ALL APPLICABLE WELD COUNTY REGULAR... 26) IF NO CONSTRUCTION HAS BEGUN OR NO USE ESTABLISHED IN THE PUD WITHIN THREE (3) YEARS OF THE DATE OF THE APPROVAL OF THE POD FINAL PLAN, THE BOARD Of COUNTY COMMISSIONERS MAY REWIRE THE LANDOWNER TO APPEAR BEFORE IT AND PRESENT EVIDENCE SUBSTANRATNG THAT THE PUD FINAL PLAN HAS NET BEEN ABANDONED AND THAT THE APPLICANT POSSESSES THE WILLINGNESS AND ABILITY TO CONTINUE THE PUD. THE BOARD OF COUNTY COMMISSIONERS MAY EXTEND THE DATE FOR INITIATION OF THE PAD CONSTRUCTION AND SHALL ANNUALLY REWIRE THE APPUCANT TO DEMONSTRATE PLO T BEEN ABANDONED.OF COUNTYAOMMNSIONER5 DETERMNESTHAT CONDITIONS IBOARD SU PORTING THE ORIGINAL APPROVAL OF THE PUD FINAL PLAN HAVE CHANGED CR THAT THE LANDOWNER CANNOT IMPLEMENT THE PAD FINAL PLAN. THE BOARD MAX AFTER A PUBLIC HEARING. REVOKE THE PUD FINAL PUN AND ORDER THE RECORDED PUD PLAN VACATED PER SECTION 27-8-60 OF THE NEW COUNTY COLE 27) THE BOARD OF CQUN,Y COMMISSIONERS MAY SERVE WRITTEN NOTICE UPON SUCH ORGANIZATION OR UPON THE OWNERS OR RESIDENT$ OF THE TAO SETTING FORTH HE THAT TNon. HAS FAILED TO COMPLY WITH PUD FINAL AN, SAID CE HALL INCLUDE A DEMAND THAT SUCH DEHGENGES Of MAINTENANCE BE CURED WITHIN THIRTY (30) EATS THEREOF. A HEARING SHALL BE HEW BY THE BOARD COUNTY COMMISSONERS WITHIN FIFTEEN (15) DAYS CF THE ISSUANCE OF SUCH NOR., SETTING FORTH 1HE ITEM, DATE AND PLACE OF THE HEARING THE BOARD MAY MODIFY THE TERMS OF THE ORIGINAL NOTICE AS TO DEFICIENCIES AND MAY GIVE AN EXIENAON OF TIME WITHIN WHICH THEY SHALL BE RECTIFIED PER SECTION 27 B -70.A OF THE \VELD COUNTY LODE, 2E) ANY POD ZONE DISTRICT APPROVED IN A FINAL PLAN SHALL BE CoNSIDERED AS SECTION 30-28-B101NUETN SEOPCRNS,EPER SECTION 27-8-70.B MTH CHAP. 24 OF TMOF IS CODE THEMEND COUNTY COME 29) RIGHT TO EXTRACT MINERAL RESOURCES STATEMENT: WELD COUNTY HAS SOME of THE MOST ABUNDANT MINERAL RESOURCE, INCLUDING, BUT NOT UMITW TD, SAID AND GRAVEL, EL NATURAL GAS AND COAL UNDER FIRE 34, Of THE COLORADO REVISED STATUTES, MINERALS ARE VITAL RESOURCES BECAUSE (A) THE STATES COMMERCIAL MINERAL DEPOSITS ARE ESSENTIAL TO THE STATES ECONOMY; (B) THE POPULOUS COUNTER OF 1HE STATE FACE A CRITICAL SHORTAGE OF SUCH DEPOSITS AND (CSUCH DEPOSITS SHOULD BE EXTRACTED ACCORDING TO A RATIONAL PLAN, CALCULATED TO AVOID WASTE OF SUCH DEPOSITS AND CAUSE THE LEAST PRACTICABLE DISRUPTION OF THE ECOLOGY AND WALIN GE uFE OF THE OTI2ENs OF THE POPULOUS COUNTIES OF THE STATE MINERAL RESOURCE LOCATIONS ARE WIDESPREAD THROUGHOUT THE COUNTY AND PERSONS MOVING INTO THESE AREAS MUST RECOGNIZE THE VARIOUS IMPACTS ASSOCIATED WITH THIS DEVELOPMENT, OFTENTIMES MINERAL RESOURCE SITES ARE FIXED TO THEIR GEOGRAPHICAL AND GETHYSICAL LOCPROTECTED PROPERTY RIGHTS AND A MINERAL OWNERS SHOILDRBE AFFORDED ESOURCES ARE THE OPPCRTUNIPT TO ETTRACT THE MINERAL RESOURCES. CERTIFICATE OF APPROVAL BY THE BOARD OF COUNTY COMMISSIONERS THIS PLAT IS ACCEPTED AND APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF WELD COUNTY, STATE OF COLORADO. APPROVAL OF THIS PLAT DOES NOT CONSTTUTE ACCEPTANCE OF THE ROADS AND RIGHTS -OF -WAY FOR MAINTENANCE BY HELD COUNTY. THE CONSTRUCTION, MAINTENANCE. SNOW REMOVAL AND ALL OTHER MATTERS PERTAINING TO OR AFFECTING THE ROADS AND RIGHTS -OF -WAY ARE THE E RESPONSIBILITY OF THE LOUD OWNERS 'WITHIN THE RFNAAILLVTNAN YNTNESS MY HAND AND THE CORPORATE SEAL OF WELD COUNTY THIS �q+N DAY OF $wnuaF3 AD .M0TEH101O CHAIR, BOARD OF COUNTY COMMISS ATTEST: A X.L;tri WELD COUNTY CLERK TO THE BOAR BT: A/ d' 4. �--at/S 0 DEPUTY CLERK TO THE BOAR DATE S E E7 CC LLI H- UH:w - YU Q O J CC LLILL W OHZo OZ W 0 • •F a LL Eli F J Q W 0 U00 F Via() LIIW O Q N z UJ 0 O Ru LLI Q co )W - HA 2 0 W 5) 00 C12,M itY) (1 infh. -t- INS ©3109(as 2020-0529 Pi-. a7 •IIIIIGPIANiYlici I6)N1lik8Mik F111 AMENDED 2ND CORRECTED VISTA COMMERCIAL CENTER FILING II • ACC NO LIP, ,inle „" uwxo v -j rf. _ w GRAPHIC SCALE won 1e2t 1 I i44 n A REPLAT OF LOTS 3, 4, 7 AND 8 OF BLOCK 7, SECOND CORRECTED PLAT OF VISTA COMMERCIAL CENTER FILING II BEING A PART OF THE NORTH ONE-HALF OF THE NORTHWEST ONE -QUARTER OF SECTION 8, TOWNSHIP 2 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO ALCM Am.. "x"8` 5' flE5E1 COLORADO STATE HIGHWAY 119 C. 0 Mel NANCE PDX WIN ',MTV AND PUDF19-0004 MIN A tip u. xiD'WM', suxzm nx 400% vx, . 00 .....„ a+Dxmm Oµ.-e,xsafx��'1 "ox s..s:newin4'°';°1°7:,.7,71 urtae" 1 Wyse Vixen0947,17 vws Wam4 N89'21'38"E 280.6 1x40.90'1. ,o, ,.,.,. oo, OLOCK 1 LOT 1 20,A19 W.R. w.eao Ac66a S892138 LEGEND • r 4444x,4* y5011N4 1450 WIK,M411mu •F 44x4 42952 ,5 NM. ravA -cot „N, RI. OIF L-199.42' 4-6040.00' 8.133'30" CH080-.68'24'53'E 199.42' (1-199.42' 4-4040.00' 2.133'30") (CHORD -588'24'53"W 199.42') GoVAIATZ loramaa+.4 '.o" 9044 x 43940(4416Ra8114841391 Vy411, Ty9`..i60„+me6'l'1x0N1Y T _ Gl5a0almr.441�6".09x1Y08q.1V' / irnl — ' i ¢. wens 8439 W" ` '1 Ln�uAiwl m!. VISTA VIEW DRIVE _--- .. --- - - ---- - - - - pp19HTACW. ."-"Lop No.2.6N99T1 .v..4s .woo 914002 I =�Sg �q 541949mWi11ID wl ,1 _ SKYWAY DRIVE 340 v.6 VISTA 99..wa UN .SlOP,...23949. N 1/2 NW 1/4 SECTION 8 WIZ seat ut.s4.-ise,s,ns NE�z�za—"�>n z4 �u,z oei =WAD taNti"tir.64k4 2aow:+r,�ura.cu+mr 99uv9m. J O U¢�c at o� �mg 0M�0-LI Wogaw 0O tiQ Lo 23 OHO O N • 2 O 0 m LU y as« . c9� 2 0< 2 44,2, rEY19M19dr" aWYIYiPo'kh NNWA II III AMENDED 2ND CORRECTED VISTA COMMERCIAL CENTER FILING II, PUDF19-0004 A REPLAT OF LOTS 3, 4, 7 AND 8 OF BLOCK 7, SECOND CORRECTED PLAT OF VISTA COMMERCIAL CENTER FILING II BEING A PART OF THE NORTH ONE-HALF OF THE NORTHWEST ONE -QUARTER OF SECTION 8, TOWNSHIP 2 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO a (9 OWNER/ DEVELOPER RUSSEL COBURN, LLC 6840 MNCHESIER CIR /1 ]03 5311.1220 80301 Puss NeeCleTOBYRN ep«bwaeuam Ee'arC09URN Oemiq« ewe«com PARCEL DESCRIPTION ama4,2AM 4aw°I J, ffC0n000 001ED8.010410 wfRaN MITER lone E. cwNn a xELD. HATE a CmORADO ARCHITECT GREY WOLF ARCHITECTURE IS43 CHNAPA STEER, STE 200 DENVER. CO 00202 102.222.9107 301.292.429) (FAN) KENNETH W HARSHMAN H«Mm6,Opce5well.IU2lo.0ol JANA HUMOVA FAN lnowOgre, MILAN@ @ern CONTRACTOR CONSULTANTS SYMMETRY BUILDERS, INC. 5069 sum PEAR AVE. STE I DACONo. CO 60514 41 103.056.40 HZURBRUGCI 1,21RYBUILOERS.NET CIVIL ENGINEER CWC CONSULTING GROUP 9260 TiDUY IN LONE TREE. Co 00124 201.105.2200 (phone) BRYAN CLERIC° VICINITY MAP SURVEYOR: CWC CONSULTING GROUP LONO TEDDCI ONE DIE@YCO COIN 20.1225.2700 x tm (phone) 505.2110.0104 DIINxOcwe-eons PlS p am PROJECT LOCATION 1 NI. LONGMONT. CO ) LANDSCAPE ARCHITECT: JULEE WOLVERTON 01045 NIOHTHAWR ROAD MIXRROSE, CO 014m 0)0.2/0.8302 ALOE WOLWRTCN IanOmenlrose.ml ELECTRICAL ENGINEER: GEOTECHNICAL ENGINEER: AE DESIGN Best Engineering Solutions & Technologies W0601 n #205 242 SHERIDAN 8.00, UNIT 2A OEHKR, CO 0G02 UNfEWOW, CO 00211 l0aRB0.+M] a2xit22O CRT' 110o4�W A EW DES., w qn-Me.ean Yell®u1EnpFesHgUSVewn SHEET INDEX i-z 240 cs L2 CO. PAGE AND hoTa FLAT DETAILS COVER SHEET E PUN E%RWG REMO. 9T[ DETAILS CNL STE PUN L DUALS O1/2 DETAILS LILIMYP. WONG Pun sow PUN STORM PLAN IL PROM SICIRM PLAN @ PROFILE POND 1 PUN hN: POND 2 PUN h DETAILS N1LI1Y DETAILS MTV DETAILS DRAINAGE PUN LANDSCAPE WINSOME D C@ NOTES a DUALS tuosupt DETAILS 0.067 0191E PNm90190 ❑fLIM & PHOIWDMC SCHEDULES ;V 6 M �k 1n O J ri O rig I- a� IL Z 01100 D 0 0 D m U "O n —'0 0 'Z'Z Zr) W G E Hw E o 0) ma DATES/ REVISIONS 04.11.19 PRE -APP MEETING 09.03.19 1ST SUBMITTAL 10.17.19 2ND SUBMITTAL 12.03.19 ORD SUBMITTAL CS COVER SHEET viii ruirti iialr tiFrulld;.iui AMENDED 2ND CORRECTED VISTA COMMERCIAL CENTER FILING II, PUDF19-0004 Ir— I WQ POND 2 WATER STORAGEQUALM MEM 1 FEMME. NO WADOR 011 fi RE OVE BLOCK 7 - LOT S . PUD (000001 00001 BLOCK 7— LOT 6 PUD MGM LAND) IS MPS PMPAtt ERMY VISTA VIEW DRIVE (e0 ROW) (N 05010 BLOCK I - LOT I 901.015 W 0000 AG PROPOSED BLDG. 000 sT (RAE. - 007-P . 0941.001 SKYWAY DRIVE 00 000) IS WATER -..'"--OCUESIIC WATER/ MS. REL CM. - - MIER FEATURE..0 MID CM MMS AKA ww 071 tc--rr RE CM �� BLOCK 7-LOT2 w PUD (vODMT LAM) W 0 I ZNO CGo0,\ G\P5 ' I' 11 . P;\599 r II BLOCK 7 - LOT 9 PUD mutt LANG) O 4 0 4 O O 0 0 0 0 0 0 0 0 4 0 GENERAL NOTES RREwmY Nom ME ARPR. OF DISMPAPP 405. MRCSS OR COIOUCTS 0I401fl®M ME ARCM... 010 ER Dm10I°N1 wm1c? um MAT MCA. a aw COMMENTS, ow REa41ARa owL ME PRECEDENCE RCMTOEIECRNCS. fLfl PMKNG LOT M0 SITE MOM L. SITE DATA r AMA PAK 0,9499.0 40) GN1-I) 4.005 0c 0,.0105 0010 Si 41100055((40000MY ROADWIY) NG Stl RKIS NORM 0.T 1 .WS SCUM P 1 PER SP.. 1 PER 50G ORS . 0R )7 PERLA:0D1 w.LmNaus 1 PER 3 EMP. OR 0 PR 1,0007 PASSING 5000 P 1/400101 SIP. 2 SPACES 10 foes ()9,050 SO 100 35 SPACES SAM.. - u M1P MCP, s1 AMS NOT.. MOD ,1 MACES 150 00051 SWcrISM PMNICI PROMDEO MIOLS MS COMM Y ..0 RACK LIJOSOPIIIC tat 9,15 INDUS PARWIG LOT ION )Ww00 0)01000) LANDSCAPING MOM PMMWC LOT KEY NOTES 00100)0010055 lox' 0151.100 401 0/ EMANMRI PROPERTY UNE LA41m1r MCP MORT - GaxwEM PAYMENT PPM. LOP - ASPHALT PAVEMENT CONCRETE SEEWALN .RA5I1 .MOS.YE. RE 03 ENE RACK PM 5/A5 EMPLOYEE PAIp - CONCRETE PANIIE00 VIM DOLL., RE: 1/A3 OG AME DRIVE-IN RAMP WIT POLE RE 0001. (0)1540 ..ANT PROPOSED 405E NY01WR. Rc CIML FCC N MON RON LANDSCAPING, RE IM.A➢E Wm, RE: 7/0.0 MIMES STEP, OP: 05 TRENCHR RETUMNG WALL CO 006 ti L4 Cl) 0 J Q � Z Z £^ o 1..1. OF '�j Q 333 W 45 W QLo E 5 It Urn a� 00 OATES/ REVISIONS 04.11.19 PRE -APP MEETING 05.03.19 1ST SUBMITTAL 10.17.19 2ND SUBMITTAL 12.03.19 3RD SUBMITTAL Al 1 SITE PLAN Al I I,3C 0 15 30 SITE PLAN �IIB�RYpiM' IAP�IIMAJI4lMIgG'. InA 1101 4 WEST ELEVATION A2 I I/16"=1'-0" 3 EAST ELEVATION AO 11/16'=1'U' 2 SOUTH ELEVATION A2 T/I6'=1'{I' I NORTH ELEVATION A2 I/16"=1'V AMENDED 2ND CORRECTED VISTA COMMERCIAL CENTER FILING II, PUDF19-0004 GENERAL NOTES N INNIEGLEIET NOTTT RE Ammo TSWSD Cr ANY AR S FRl¢PS, OR CwNCTS RSONERED M ttF GROG NO ARUM R E MSTALLEO ATE ED OPENED LOEWE SEAM woes MON EMON ARE AVIDLBE FOR RECESS. MOM. VERIFY LOGNw IN/ f0. ETC. GD PTWIEf REDArOIMNGAE�rtTDExi O NE1FN6 LEGEND PUNTER PANEL UNIT GTE? ICU PANEIN-`wa WET Teo PANNtTD NENEIE - BMA; GRE OREr RD .ENT TINA SRUO CWP-WT awn( C0.0P W/ PRM. RMI NENE ICU PIGMENT MEE MOINROIE KANNER OR El PRONE CUR R 910'RII SMNE ' PRONDE !E NIERNRTE FOR BLUE n em M51FA0 Cr MDR BASS INE NTEL DEMPY PEEL MAE IEEE MT. A / STEEL TONERS M BE PLATO 6NME AU YAM STORM. MIN/ BLADE NATAL FLESHED WRENN BUYERS OIZ COORR 9 WIENS 0 SOTASE CK-NI PRONE ORS pHSIUlEO M.N. NA4 DOOR Nxr lD NRRN ADNExI wALL EWER WALL RNIEO 11R NATURE PROEM NM BRONZER % R: ELSE Iz• REWN PAINT R EAT RS£N. PAINT p LE RE ROOF REIOAD OVERFLOW SCUPPER MED W-RETE PAWL PANTn-EWE PEE 110 REED W PANEL - COLD COLOR TOR DOTION SIFEL SONS ANN INURE PE: 2/AS PANT RERUNS p - BLACK CNN vr�swR: u l sum um. mLow V PAP. JOINT w/ ONW NAT EAU. PROPOSE WALL NOUMEA SAW, I EA IDS. LEER I£lifl6 WIN GNEMANJ YONT. I, STANCH. (PRONE PEER EN LLNNATOM PAINT NW RANT CNN ANNE RAE CAI. TRANI ENCLOSEA3 . RD 6/ PANT n .TURamox�l %WPM W/ ERA. YRNR LOU.. PARR 10 METRE LOU wN1 RE Ea. ADORERS R PER ED RwP>ENTE. Wx R- NE. aD F- CT) U) Q o O Z LL Lz �0O d 0 v 0 N E E O 0 DATES/ REVISIONS 04.11.19_ PRE -APP MEETING_ 06.03.19 1ST SUBMITTAL 10.17.19 2ND SUBMITTAL 12.03.19 3RD SUBMITTAL A2 EXTERIOR ELEVATIONS MIECIIIVIONVIAndliffMIAMMI4 Fill AMENDED 2ND CORRECTED VISTA COMMERCIAL CENTER FILING II, PUDF19-0004 EDGEODEING, GP'P 1MFOUR Ai 90ES. 1YP. 22 OA NHL MX PANT. RE ENT. ELEVATNNS TOP a M Al NLSEMbME' Cr GATE. (BONN °MEW B. e'v i C0NBEIE PILLED TS POST DEWED 10 WEDS M ME PANEL EDGE PALEY PBB8S2 A WEEPER ffA GATE SIDES GTE BELL ODIN ` j B' P9NT 7 800B01tIGN CREREE 3 1 RE: STMT. NOM 1M M GTE . TM Ci GOKEIE PANEL WALL ALL STEEL WALL BE PANED MO NL ANTS BELLED, MWIO SIOORL AND PAINED BIMf. 7 TRASH ENCLOSURE A3 I/4"=1'4 0 24 rt' CONCRETE PILLED T.S. POST OE NEU. TO EMBEDS IN 1 BURSTER SHOW £M RUMB2!)' 01 01 LE 0.. 2vl' OPENING AT GRAN LOGOM TNT DP PANEL (01000 0011. KelCOMM1 E1£VATHWS1• PM OW 6 A3 TRASH ENCLOSURE , 6' CONC. PILLED LAB. SR. SWAPO 10 4-0' APP. P'-0' LONG, PANTED SALTY TEILOW TP., Pt I/A3 ,- COMPACTOR ON ( PEDESTALS Hr. TRWM DPAN, OlTt BUMPER01001 RESISTANT WALL 1/9'=1'-0' 0 0 B 5 BIKE RACK A3 In'=r4' I. TYPICAL RAMS TPA0011G AM 1,8 LZ 00. STEEL SIGN SECURED 10 PINT W/ 3/16'0 DNC ABED BOLTS W/ RAMPS AW NIX NUR PRONCE RAM R7 -SP ACCESMLE SPACES, RE 9911E PLANN 1M LEGION OWE IO MAN O LANDSCAPE CUD. DUS SEALANT SLAB ,BSI' GPLV. T.9 PINT ADA SIGN 4 A3 la r-cr OIAAMAL O. 0.0 STEEL PPE GA. MANE WM 00100040 TC SWIM OS AT 6O, PAK 0D 51 S1RNaN I1AO1 10 WALL 0/ 3(0(0101 AML WDO TO MANNA 9 CLIPP MOLE 14Y RW. MOMOMOEW 3 STAIR SECTION A3 lm GRP DEM STAB MO IMAM (W NOT PANT). 2 EXERIOR STAIRS A3 I/4"=)10 THEN FlPE STm S001111A.E RA4, MIT SACK VP. 6Y W0NG IRREODB TMD91OO SCUD m SfETY YWD'W USE NON-NELWC MINT ANO SEA (RE -FADE AND REPAINT PRIOR TO INSERTION INTO MCKIE ) al 0' (ID. A. 0010001 I SAFETY BOLLARD A3 1/2'=1'4 0 1 2 GENERAL NOTES CONTRACTOR 10 PBENAI. NOM ANOPIECT OE ANY DISCREPANCIES, ORRERi. M MUMS dsm1IIED n 11E ALL et CCNDNI�ELG TO BE PANTED MOUNTED IDA¢II� 00 S.. APE EEL PPE JdF O �6 � LL� C ) BANi; to O ¢� 2'O ffi� Q U IL ~ 8 Z O a) d m O U�mm gm lL Euj E U zr ca mD En °8 DATES/ REVISIONS 04.11,19 PRE -APP MEETING 00.03.19 1ST SUBMITTAL 10.11.19 2ND SUBMITTAL 12.03.19 3RD SUBMITTAL A3 SITE DETAILS il'v+dau&,eu+ircuinailr;aws semi CCHCREIE MICROPOOL O PO WA. 0.3111 FEATURE. NO BUILD OR STORAGE AREA WOCV-0.0x7 AC -FT. BLOCK 7 LOT5 LOT 6 MATCH EX ASPHALT AMENDED 2ND CORRECTED VISTA COMMERCIAL CENTER FILING II, PUDF19-0004 STRUCTURE DLT a. CURB CHASE BEGIN SPLLL CUM BEAR CATCH CURB BEGIN CATCH CURB BEDx mlu CURB SOCK AND imcii 155 LE EX AWIIALT _ µ_..,__....„..,. -..,. HEmxaNi� MATCH DL ASPHALT .. 135 SF AViOIRALT ROY WATER .STRUCT011 SAWLUT AND REMOM: 153 LP E2. ASPHALT VISTA VIEW DRIVE TWO WAy112.C 1W0 WAY 141 1te, 2' CURB y CHASE MATCH EX ASPHALT SKYWAY DRIVE MOUNTED MONT BI_OCK I PROPOSED BLDG. 19.6110 F PPE 4941.00- ADA RAMP ADA RAMP Oj PR. BRE HIDRANT PATCH BACK 135 SF ASPHALT FROM WA. CON.UCTIBx— — CONCRETE MolaPoary�n 1 N91=^ SIHUC1TRE A1ER 0 W FEATURE. NO CO F�bNo STgGOE AREA 11131.4.014 AC -R 1 2' CONCRETE 171011E PAN �� Jo -1 0 A RAMP ENO SPILL END CATCH CURB 70' --{-ExaDMNE uwlGAnoN k RFDINE EASEMENT 2' CURB CHASE BEGIN CATCH CUPS 0 O BLOCK 7 LOT 2 LOT 9 NOTE: SEE SHEET 23 FOR CML DETAILS, 30 30 SCNL 1,30' PATPN NIP `,BILL W9B ALLHAAMLWAOLMEWAYALA p DATES/REVISIONS 04.11.19 PRE -APP MEETING 08.03.19 1ST SUBMITTAL 10.17.10 2ND SUBMITTAL 12.03.19 3RD SUBMITTAL 12.20.19 4TH SUBMITTAL Cl CIVIL SITE PLAN IfIIMdJ�d4N7WWdCIIXrk'HhYiYBIILMFWIIr6 �!I SICNAGE srr STD r.O ! SC O9 =0R OF TAILS - B' B' I AMENDED 2ND CORRECTED VISTA COMMERCIAL CENTER FILING II, PUDF19-0004 PAVEMENT SECTIONS NTS ACCESSIBLE ROUTE O (SEE NOTE 3) vAN I PCSPACE LtN ONF OUI Of LVCRT SlOTS (0)ACCE551BLE 5v5ACF5, BUT NOT LE55 THAN ONE. IS NECVIH';U iO 9F AN C[r551R1.E PARKINS SPACE PAVEMENT N0ARKINCS V R) —Be 12"x6" MAXIMUM PENALTY 5 250 maim R7 —BCE t2 AB" R) —BU Ie.Ls MUTU) R7 I2's1B- 20ECU1RED ACCE5510 E E ERVEU PARKIN' SIGN _O0035 A -NR- ACCESSIBLE 15x1('1) -4n S R) I) ,HALL BE MOUNM AT ) MET FRW GRADE 10 BOTTOM EDGE Or B5N rn<r (MUT., 110061165 AN CAN BE REDUCED TO 5 Ft, IL roan IN N AREA SEMEN SIDEWALK AND Bu1tQN6 FACE W .PCN PEDEIMMS ARE NOT OW.. M USE REFER IC MANUAL OR UN!FOIM IRNFIC CCNIRCL DEVISES, (MU.) U.S. DEPARTMENT OF TRANSPORTATION ANC COLORADO DEPARTMENT OF TRANE'PORTATIDN SUPPLEMENT. J. IF ACCESSIBLE ROJTE IS A RAVED 90051.4 AKA, TULA RAMPS ARE REQUIRED Al LOAD165 RAE AREA. ADA PARKING DETAIL NTS 01*09 HQ GUTTER IIB) 2 CG IN IN. BARRIER — 2 FT. GUTTER) CURB AND GUTTER TYPE 2 (SECTION IB) (6 IN. BARRIER — 1 FT. GUTTER) (0 ION IM) ABLE — 1 FT. CUTTER) (6 IN. MOUNTABLE . ire Iroe s wCONCRETE 510EWALK wr. SIDEWN K FXPAN510N JOINT '_11 0`00 LF—( r es GUTTER TYPE 2 CENSRALNOTES e - w� �cl viK wl,.s Ica l) levl =AM I Nom' w .xnr WLWW14 reu '02 ow No LEND FOR RADII 1-A-11Yi CONSTRUCTION OF CONCRETE GUTTERS AT INTERSECTION. Computer File Information Sheet Revisions Colorado Department,' Transportation io P ole 1 De clap sl Bra ra h DD/LTA CURB, GUTTERS, AND SIDEWALKS STANDARD PLAN NO. M-609-1 Sheet No. I of 4 Computer File Information Sheet Revisions rinesisussconassMocAssALAnsnALint OriD CCe7 et Colorado Department of Trompwtotion ®® ao Project Development Branch JEO(/LTA CURB RAMPS STANDARD PLAN NO. M -608-I Sheet No. 2 of 10 511 :G F LL� mcfi '61 Y2 a~i O s2 Cl) LI Q°O ly c Z O N 0 0 pia 2 i5 W E WW 2m E > o o x; (6 DATES/REVISIONS 09.11.19 PRE -APP MEETING 06.03.19 1ST SUBMITTAL 10.17.19 2NDSUBMITTAL 12.03.19 5913 SUBMITTAL 12.20.18 4TH SUBMITTAL - C2 CIVIL DETAILS e i�IW+670111N7,'a}Yl64WS"kYM tIsfII AMENDED 2ND CORRECTED VISTA COMMERCIAL CENTER FILING II, PUDF19-0004 Lamy _ Verdes Pro• Retaining Wall System Typical Cross Section MAIPOPC CAP BLOCK steams PRO. ewes • oRuxixnnmResn: are IVuxmce (ELEVATION VORissI P. rAlANCHOR' Vertica Pro® Straight Face Retaining Wall System Typical Reinforced Cross Section I- in O .I 0 O Z N H Z �OO a To O .0 0 E E O 0 co to DATES/ REVISIONS sti 04.11.19 PRE.APP MEETING 06.03.19 1ST SUBMITTAL 10.12.19 2ND SUBMITTAL 12.03 19 3RD SUBMITTAL 1220.19 4TH SUBMRTAL C3 CIVIL DETAILS imoi1LiIk11(a9NCM ASrdRnIS u5 urn WATER 0041171 FEATURE. NO WILD OR STORAGE ATA YATCV=0.027 AC -FT 00T SM OOT 2 (sORNG MK D NMET) 36.61 13 - 16' HOPE — BLOCK 7 LOT5 79.411F • 16" HOPE SN INL 2B� (5' ME R INLET) STM INL 2A D.i3PE R IN1EI) LOT 6 ms 2A (16' Ks) AMENDED 2ND CORRECTED VISTA COMMERCIAL CENTER FILING II, PUDF19-0004 504 PCNC 2 (18' TOO) X:,01200.91 N:LI01201.26 ��-_ 2:313011821 23130159.31 PR. 9'WET TAP r -9/8'G fi'TET 110 H19RANi�. .. W/ B' OP k TO �W/ 6 GM k 18 5.00 LF - 1B RCP 27.16 If 5 12' HOPE RD 2A MOOS MAIN ,. T 2:1300700.31 23129935.28 SANITARY OPEANOUT NV.°493456 .1300720.85 3129336.75 \ �y CONNECT TO EX. SANITARY 5ERNCE INVERT EA. M STUD -4933,97' _... NOT SURVEYED, U VEY D1ACONTRACTOR TO POTHOLE ENOHER- -- --_ '- ,P00( ARO N VISTA VIEW DRIVE MOUNTED UGH, 'REP) 47019108 _ 251505].1 NITRY0.EANWT INV.°19]5:11 TYPICAL Cg1MER",;°c0ME50[ STRICT W/ E5" 00911500 INNOE B0LSR5G PROVIDE TM CLEARANCE BEMEEN STORM AND WARD TO 3A ' . (Nos Rut)N . 000E-G LOT 1 PROPOSED BLDG. MAIM SF FEE= 4941,00:_ .00.165 41 1. CLCA.l. N 1300797.50 .313000].32 °TUTORING MANHOLE MI N1935 IN INV=493 .40 007 SKYWAY DRIVE fNUY RESIRNP — :E° SN NIN 4A (5' 114E R INlE1J N: 1301114.16 30,59.139 EPR. FIRE HYDRANT 10041£ TO' HOPE STM-3 IRE ROOM 29 LF - I6' HOPE J1 FEs-PC919 1 (24' FES) r F 2231 LF-24' HOPE' 0015NGUCt I (WANG TYPE D MU) TER COMM AMK NO BUM StO'tAGE AREA CV=0.071 AC, FES IRA pr 1081 I zo ---y- ENCLU7VE 18512OLN k PIPELINE FASFNENI S11192 IA (51YPE R INI£i) 0 SIM MN to (20 Mt TOP MANHOLE) ' BLOCK 7 LOT 2 LOT 9 10 60 x91: 1'•b NOTES: I) ALL STORM LS PRIVATE UNLESS OTHERMISE NOTED 2) ALL 9A6ER 014P90 UTUESS 4 01305E NOTED. 3) 831 SANITARY IS PROGNE UNLESS °THERM$ NOTED. 4) WATER FRONDED BY LEFTHAND WATER OISiRCT. 5) WASTEWATER FRONDED DY St_ VRAIN SANITATION DISTRICT. p$g 0 GC ED -J F- U) 0 0 0 U gz uF w V Q m DATES/ REVISIONS 04.11.19 PRE -APP MEETING 08.03.19 1ST SUBMITTAL 10.17.19 2ND SUBMITTAL 1406.10 300 SUBMITTAL 1220,19 4TH SUBMITTAL •IIIN�4'IM1MJIY:IlIY R9Sll14PIR 4U5' 6, 1IIII AMENDED 2ND CORRECTED VISTA COMMERCIAL CENTER FILING II, PUDF19-0004 —","'---7-FE.02 OUT SRUCT 2 (ROPING TYPE D INLET) IB' uN 2A BLOCK 7 s';':11 LOT 5 2z19 19.44 LF - 16 STM INL 29 (J' ,11E R MEET) lttE sMR IwErI (5' WT) LOT 6 LP VISTA VIE�R`V€ . 18.60 /NP NDSWM30PE NCH DRAIN 'BLOCK 1 LOT TD JA (NOS !MEI) 110211-m PROPOSED BLDG. 7,9809 FFE= 4941.00 E. ME, SKYWAY DRIVE 10.941r - ts• TES -POND I (24' TES) EE HOPE � I OUT STRICT I (SICPINC TYPE D INLET) 1 SIM PS IA '-(s TWO R IMET) I • N MNIA (5'9 MT TOP MANHOLE) �11 BLOCK 7 LOT2 LOT 9 - D 20 DATES/ REVISIONS 04.11.19 PRE -APP MEETING 00.03.19 _ 1ST SUBMITTAL 10.1].19 2ND SUBMITTAL 12.03,19 3RD SUBMITTAL 12.20.19 9TH SUBMITTAL GRADING PLAN C5 Etra10 Yi%MJJtlNYJEH1P1lrali•R9I . rn (LJE. BLOCK 7 LOT 5 LOT 6 «c) AMENDED 2ND CORRECTED VISTA COMMERCIAL CENTER FILING II, PUDF19-0004 IUD (c7,,C1 VISTA VIEW DRIVE SKYWAY DRIVE. 1 I BLOCK 7 LQT2 AORTA R SASH TO BE PER MECO OCTAL SO -6 WI0 N S 3 ACRE TI011TARY AREA CONVERT SEDIMENT POND 10 SO POND AS DRECTO BY INSPECTOR. • LOT 9 SCALE 1'30 GB EIMP LEGEND: ` D I 00001 DAM -DETAIL CRY CONCRETE WASIIDUT AREA o u CM CONSTRUCTION MARKER �-- OD 1t__III LOFT) / INLET DIVERSION DITCH LCT � PROTECTION MRS OF CONSTRUCTION .i^9 - l 13I ROCS SOCKS TS-). TEMPORARY SEEONG � \) FERMANENI SEED. MULCIIIC -X- ST SITE FENCE �_ J ICSA STABILVEo STAINNI• AREA IV1f: VEHICLE 1RACKINO CONTROL -TOCNTILE sa SEDIMENT BASIN \../ OP OUTLET PROTECTIO [VVPDETAILS ARE PER UNTO /RIME EL LATEST EDIMN �zzE DATES/ REVISIONS 09.11.19 PRE -APP MEETING 00.03.19 1ST SUBMITTAL 10.17.19 2ND SUBMITTAL 12.00.19 3RD SUBMITTAL 12.20.19 4TH SUBMITTAL C6 SWMP PLAN 11121h1221 011114E 7WA4kRA7iN Inn 4945 4935 AMENDED 2ND CORRECTED VISTA COMMERCIAL CENTER FILING II, PUDF19-0004 STM-1 HORIZONTAL SCALE 199 r 100-ra NEL 3= jz�€ -- • z_. .. .12061 1E - I6• HOPE _ O OSOS PR. GRADE 10 1W Elk'V-p VgCV DEV-4 L 617] LF - TIC HOPE 0 0.6519 m S .� 3'm .. ^ << 2+91.13 2+50 2+90 1+00 aso 4945 4940 493594-9 47/ 4930 .00 < a-ra El£v 49ss.>.7 ELEV=493500-/ 4935 LO 0 SCALE: I•=]0 STM-3 artuuue 1,30"VEFDGlSCALE •3. STM-2 Hones u vaincAL t.n nI0 ]6.61 LF - I6• HOPE 0I.90S 49 49 49 0100 0150 1+00 1 2 2750 2+5205 4950 4945 4935 4995 xI) S ALL STORM IS PRIVATE UNLESS OTHERWISE NOTED. 3) T.PE R INLETS ARE PER COOT DETAIL M6O.-12 MANHOLES ARE PER COOT DETAIL 4504-20 ES G9AO f 8dgi r I] !> IF 12• HOPE 0 0.525 . .E• OP WATER _. NAINTALN Tr M9RMUN _MAIM. TO STORM. 100-ra Ha 1+41.37 1+00 0+50 Q 4950 49u 100-YR ELEV=4935.90-9 10-TR EI£V-49]x407 4935� MOCV DE4-4544.74 4.0 8.94 s a S DATES/ REVISIONS 04.11 19 PRE -APP MEETING 08.03.19 1ST SUBMITTAL 10.17.19 2ND SUBMITTAL 12.03. 19 3RD SUBMITTAL 12.25.19 4TH SUBMITTAL STORM PLAN & PROFILE 4 nf03 P. m�a1 �1�i14FIGMP�IIitra"Nr arirNAIini VIII I LE•o DIP STM-4 AMENDED 2ND CORRECTED VISTA COMMERCIAL CENTER FILING II, PUDF19-0004 30 30 60 046' 117E M SOL RIPRAP PAD I I 0+2279 0100 BLOCK 7 LOT 5 30 SCALE: 1'=30' 60 STM-5 0+00 0+31.18 POND -1 1915 TOP OF SPILL 100 10-M EIEV493560 4905 9NCV ELEV•4911 1930 4925 ACITITCHTALSGLE IT • 17 VERT.. SCALE IP TO BERJ ELEV•4936.50 /AY ELEV•1936.00 a YP ElEV=495590 gGa'eN I aP�n GRADE pJ Pft OA.IT CpVCREE 4 AOPOOL 2232 U - NT HOPE 0 0501 E% ROADSIDE DITCH L. II 1157.61 I+50 1. 1915 1910 1935 1030 1925 0400 10 00 60 I : I7 I RS -POND 1 (24' FES) P4' XOPE I SCALE: I'-30' POND -2 NOTES I) AU. SEMI IS A UNLESS TYPE INLETS AREPEA COOT RETAIL 1460h�0 2 2) 3) RANKLES ARE PEP NOT DETAIL 14601-20 co N- (5) 0) 0 Q o U Z r V' C Z �00 LL U o L 2 E W E E O U co DATES/ REVISIONS 04.11.19 PRE -APP MEETING 08.03.19 1ST SUBMITTAL 10.17.19 2ND SUBMITTAL 12.03.19 350 SUBMITTAL 12.20.19 4TH SUBMITTAL STORM PLAN & I PROFILE J iIIIIN4l7RW1@ 1W113,glINiLPIhAnR1WWx4110 AMENDED 2ND CORRECTED VISTA COMMERCIAL CENTER FILING II, PUDF19-0004 NOR: 011101DE ONEN51ONS AND STRUCTURAL OETNLS PEN 0001 !GE O R9ET DETAIL M604 -1I .11/4' STEEL WATER OUALI ITPLa1L vn — ' ROWS OF ORIFICES 3 0. C. PROVIO.E GASKET BETWEEN PLATE LONG TYPE R INLET GRATE 4TAY5 AM DIV. - CHAN,EINTO CONCRETE 4 75 391 SECTION A —A WO PLATE „Kr- amERICA0 STANDARD TEECHAN NEL FORMED INTO IL -4" OPEIJING' Dv CONCRETE OTTOM 100-YR FLEV- 4935.90 FLOW UPI% AMERICAN STANDARD STET. CHANNEL FORMED INTO CONCRETE 501H STDCS L►> TOP VIEW THE R INLET GRATE - AMERICAN STANDARD STELL2 CHANNF.I FORMED (INTO CONC EE/ EL. 4935.00 WOCV ELEV. 4934,70 001TOM ORIFICE CENTRIOD ELEV. 1932.59 al/4. STEEL E WITH I uRIFICT t/4" 010.. DLL SPACED LLD UPLTC'PRANGE GASKET BETWEEN PLATE AND CONC. 250 BO UTA ENEVO 4930.36 MIAKLEAIP SR SERIES AL f OAR LOT EOUAL) ALUMINUM WAR ORATE I N/I 3/16' MD. WARS ON 1-3/15" CENTERS OUTLET STRUCTURE DETAILS PmY NOTES: SDI. 1111RAP'DETAILS ARE AFPL1CABLE TU SLOPED AREAS. UNIFORMLY B5. RFRAP By VG1UMF Te. 355 OF APPROVED SOIL Be VOLUME PRIOR TO PLACEMENT. SEE PROJECT SPECFICATIONS AND PILL SOIL REQUIREMENTS FOR PHYSICAL CHARACTERISTICS. ACE FILL SOIL MI% TO RESULT IN SECURELY INTERLOCNEO ROC✓. AT THE DESIGN 3 CKNE55 AND GRADE COMPACT AN LEVEL O ELIMINATE ATE ALL VD AND RACKS PROJECTING RPRAP EDF ABOVE DESIGN GRADE. COVER 39111 APPROVED 1OP SOIL o AFIE.R SETNAIG. 4. THE EROSION Cq o MULCH uW I0 OR USE Pi APPROVED AND PROJECT .FECIPCAD FOR IN O"-4" TOPSOIL LAffiR WOW' SEED AND 91009 N\ AS RIEO PROJECT Sr PUNS ON0 kOAECT SPECIFICATIONS FINISHED GRADE \ , DESIGN RIPRAP (GRADE ( I YP.) 2.050 slaS TYPICAL SECTION • SOIL RIPRAP WITH EROSION CONTROL FABRIC SOIL RIPRAP TREATMENT DETAILS 1> 567 L►> PLAN VIEW TAKE BLANKET TO GROANS FTWEEN STONES 24" OL. WITH 14 WUEN 2%4 STARES ' EROSION CONTROL BLANKET n9 SPECIFIED CR CAMEO :OR ON NIL EROSION AND SEDIMENT CONTR01 PLANS. 10• M111 SOIL RIPRAPTeX SOIL AND RIPRAP COMP, /ELY (DEC NOTES) LANS) -'1MAMMAL FOR IO' STAKES THICK WOOD S. WAIL 54,11E,4932.56 15 0 YR.4936.3E =vLL1'NAY_4936 00 .01 M SOIL RIPRAP EMERGENCY SPII LWAY TYPICAL SECTION IS' MOT EMERGENCY 1 SWLLWAY W/ 411 9CfA0PE5 �/y I 20 SCALE: P -M' POND SUMMARY TABLE VOLUME ELEVATOR 5.074/1OFT 41324.70 II it i-3 WOE CONCRETE TRICKLE PAN x O501 z0" --rk CRLU 5IPREEzM WOO' DISCHARGE awns INTRAR IONTRAR 4533511 [Inception Tap al Mlerepeal 4555 SF1 Oatmeal Ommee 540.011 6.05 0 35 Area IMARI 0�nal rtma A9I 55 1aa t5u 1,530 4508 3,012 1441 4,075 5155 Area 1 0.002 Maume IA^9) sy 555 1.045 3.125 5475 5.067 5.5 9345 1.13 4534.6 4556 45556 Loss 6.661 5075 5.55 OMB 5535.5 5.62 0.115 POND STAGE/STORAGE BL s CWC CONS S N- M COO 2 —5 O < • } LL Z � UO a U c� 0 U • E LELLJ C O U CO DATES/ REVISIONS 04.11.19 PRE -APP MEETING 9 3RD SUBMITTAL 10.20.19 9TH SUBMITTAL Man iINigiiRitNlAI4 VAE,OliiAMNWMI •w AMENDED 2ND CORRECTED VISTA COMMERCIAL CENTER FILING II, PUDF19-0004 IIiT • ONEmE 0.10.1 NS N40 STRUCTURAL OW, PER 0661 TYPE 0 NIP OVAL 0604.11 41/A' STEEL WATER DUALITY PLAID VAIN ONE ORIFICE 9/16" DIA. PROVIDE GASKET BETWEEN PLATE AND CON, TYPE R INLET CRATE 'ANGARDESTEEL \ A CANNEL FORD ITE NTO CONCRETE T\ SECTION A -A C5,13 AMERICAN STANDARD CALL HANT FORTED INTO CONCRETE T 2.32 1 - WO PLATE OPENING IN CONCRE IE BOUGH ELEV..4031.QU -YR ELEV- 4935.81 9/CICV ELEV. 493108 21029021 ORIFICE CENTRLOO FLED.. 493}.50 "21= STANDARDANDAR STEM CHANNEL FO RMED RIMNFOD INTO BETE BOTH EIDER L►a TOP VIEW TYPE R INLET .ORATE 012X25 AMERICAN STANDARD EEL CHANI4EL FONMEU IN fO CONCRETE 01/4" STEEL WATER QUALITY PLATE WITH ONE ORIFICE 9116" DIA. PROVIDE CASKET BETWEEN P4 ATE AND CONC. BOTTOM ELEV. 493100 EL. 4935.62 AMIGO KI.EMP SR SERIES ALUMINUM -� BAR ORATE `OF EOUAL) ALUMINVM EAR ORATE 3/16 IAD. EARS ON I-3/16" CENTERS POND 2 OUTLET STRUCTURE DETAILS O--i' TOPSOIL LATER AND, SEED AND MULCH NOTESO AS RRO 00111 BY PLANS AND XOECT SPECIFICATIONS I. BOL RIPRAP DETAILS ARE APPLICABLE TO SLOPED AREAS. MIX UNIFORMLY 652 RIPRAP Bf vOLI TE AIN 352 OF APPROVED SOIL ByFINISHED GRADE vOLUME PRIOR TO REQUIREMENTS I ORPHYSICALCHARACTERISTICS. PI RISTICSP[CIFICATION5 ANO FILL 3OL DESIGN RIPRAP GRADE PLACE FILL SOIL MI% TO (RESULT IN SECURELY INTERLOCKED ROCK AT THE DESIGN THICKNESS AND CRAVE COMPACT AND LEVEL TO ELDE 0TE ALL VOIDS ANO 6' ROCKS PROJECTING RIPRAP UP ABOVE DESIGN GRADE COVER 1WTH APPROVED ITP.J _ TOP SOIL B' AFTER SETTING. L44 ROCNI:Y MUNCH CH IISE APPROVED IITOROMULCII AS CALLED FOX IN Y 050 THE EROSION AND SEDIMENT CONTROL. LOOR ANT 020.1.07 SPECIFICATIONS IALN.) r►a Una PLAN VIEW STAKE BLANKET TO :;ROUND BETWEEN STONES 24' 01 WIN1 34 WOVEN 3%4 STAKE'i CALLED N CON INOL BLANKET AS ND 000EMU OR FOR ON THE EROSIONANDSE ENT CONikO PLANS. IL RIPRAP. MIA SOIL AND REPRAV COMPLETELY (SEE NOTES) SLOPE CARIES (SEE PLANS) S" min MATERIAL1 FOR SrmEB 10 -24' ONE 11101 HICK WOOD STAKE DETAIL L PREPARE COMPACTED BM UNDISTURBED SUB -GRADE R PROJECT RE ORPL CC O TYPICAL sNTIQn • SOIL RIPRAP WITH EROSION CONTROL FABRIC SOIL RIPRAP TREATMENT DETAILS ID" ROPE -4933. EO ICO OF ° - 5' M= BER45)7'6 ^4936.6) 0P OF 4 �CRM=4937.0 Stilt RIhNAP FbWRGFNCY SPIT I WAY TYPICAL SECTION N 3$ 5' MMOE EMERGENCY I/ 4:1 SIDESLOPES BLOCK 7 LOT 5 34 POND SUMMARYTABLE VOLUME 0.O22AORT ELEVATION 10. 03500 DISCHARGE WOES 03591 19 3.6 81292-1X2'119 13242011121 . o1MM4322W 91292 lAl A- Ohonole 02111 `Al 0233192 me01121 75 Alm (22,01 Volum IDMI Volume I22A1 390 QOM DOM 2024 0030 0.039 123 422 790 1.045 0 011 0. 4230 2305 3.215 4,269 2053 0.074 2224 0.051 POND 2 STAGE/STORAGE M cn 0 Qo U Z N LL cZ pUO a U 2 0 CE 6 C O U 0 \_0 SB SB DATES/REVISIONS 04.11.19 PREAPP MEETING 06.03 19 1 ST SUBMITTAL 10.17 19 2ND SUBMITTAL 03.19 3FI0 SUBMITTAL 2.20.19 4TH SUBMITTAL C10 POND 2 PLAN & DETAILS ' �Ta tI9uSe�llY!l44hfN P67M19i 4Y161S011L1!!01 AMENDED-2NO-CORRECTED VIST-A-COMMERCIAL CENTER FILING II, -PUDF19-0004 COOT CLASS B ROAD BASE AREA UNIMPROVED AREA }�rOi E an TYPICAL TRENCH DETAIL SCALE: NONE LEFT HAND WATER DISTRICT REV. 7/I4/IT I ADW I-oD AT BEND AT TEE NOTES: I) BEARING AREA=Bvf 2) ALL CONCRETE SHALL BE POURED AGAINST UNDISTURBED EARTH. 0) THRUST BLOCKS SHALL BE USED FOR ALL BENDS 2 11 1/4' A ALL PI UGS 4) WRAPPE IVTHk POLYEMnENE TO PREVENT CONC. FROM ADHERING TO THE BOLTS OR PIPE. 200 P.S.I. PRESSURE TESTING 2000 X/FT2 SOIL LOADING SECTION,' /UST BE < H/2 kw AC ARRAS POP MS FITTIWCS AFT?) PPP. WIPP PI/PRIM PM e. 7.5 NA ISA 4. we IPA mee HORIZONTAL THRUST BLOCKS LEFT HAND RATER DISTRICT REV. 2/n/n I ADW I B -DD SECTION A -A VALVE SHALL RE BLOCKED WITH CRICK, CINDER 'LOOK OR OTHER SUITABLE MA30NARV MATERIAL, SCALE: NONE VALVE BOX DETAIL L TO FRE LEFT HAND MATER DISTRICT RE, 7/14/1) I ADW 3 -Do PorNiff PLAN HMCO SLEEVE OR MASS [OMISSION CCPPLINO LATC VALVE. grZlIngta TC VALVE ROLM 0 CONNECTION 3/4'5/2-1225512245DO. AIL IMPC :S RECIVInIZ R,iC, PROFILE SCALE: NONE F,CAC COMCURCUT. COMATRAD IRE/ACARSTTC SEEN RESTRAINT SIZE REGIARENENIS LEFT HAND WATER DISTRICT REV. 9/4/2019 GH on SCALE NMI STAR IGSY'A F E'1DN RANT LEFT HAND EATER DISTRICT REV. 7/1./I I ADW 4 -DD P` C) Ca o O Z u- c z DUO d ro0 L 0 W E W E E O O 8 '2S rG r9 DATES/ REVISIONS 04 11.19 PRE -APP MEETING 08.03.19 1ST SUBMITTAL 10.17.19 2ND SUBMITTAL 12.03.19 3RD SUBMITTAL 12 20.10 4TH SUBMITTAL C11 JTILITY DETAILS AMENDED 2ND CORRECTED VISTA COMMERCIAL CENTER FILING II, PUDF19-0004 ST. VRAIN SANITATION DISTRICT MANHOLE RING AND COVER t 4411 .011. ,0311 105 uuiurnuao 2222 01.00,0 202.2 qua., IS ATED MO OPETS SPACE ai�cu MI E v an�IX.meS MAP u se as DAL u� MUD: 1/2011 ST. VRAIN SANITATION DISTRICT SERVICE CONNECTION USING A TAPPING SADDLE INTISOLE WU BE NM 51.41.06. A AT 72222,2 7217,723 SONE MAI A 10.01 SLOPE OE I 21262 ELEVEITS TWEE MX A 22712.72 52021 00 In. ITA 001/10010 I/20I, ST. VRAIN SANITATION DISTRICT MONITORING MANHOLE ASTM C-478%moo -RIM m vui� rnual sum.,/;'1 /p'ccK. ,0 TAI " ITIco La OF TISOLL OAT. P400.6 L pr,IT .T0 202,01.10 SLOTS 1112 2120202L VW 12 1212.`"1`1227 421021g122 ACEZTIrliro`iTZT USE AT LIMO " _ rtuPla1 n2'.." `Ite We NewWx. 5. DMA. LOUT'. LS 0012001720 SuLtC1,0 0217721 Tem% x.sco,„ ITT227 KW Wes. OnTn21.1212111102A1,12,1 15 ORISON: „2011 ST. VRAIN SANITATION DISTRICT MONITORING MANHOLE DETAIL TOP VIEW DIAGRAMS CORRECS INSTALLATION 0!SSBeL'a- SAOOERECT rcC INS fALLATION 01AGRAM NO cCAl R/P107072Al 0Sl S /'Lµ+1 2 ma m. III PIPE u+ms. Bear a DIAGRAM -� DL≤SQML:D.-. O co cri O .. Q U Pi Z apa Z Sze 0 N0 0 D_ 0rt,O ego `2';' W E w �y U 8'4 co DATES/ REVISIONS 04.11.19 PR 06.03.19 1ST SUBMITTAL 10.17.19 2ND SUBMITTAL 12.03.19 3RIS SUBMITTAL 12.20.19 4TH SUBMITTAL C12 UTILITY DETAILS �IIIIIl4MR&YI'TOIKfIMhJ(N�1A117M((M9flv6 t(I WATER MAUD, POND 2 NCB REOWRFD-0021 AC -Fr NOV PRDxOF0• 021 Ac-FI NOCV ELEV=4936.06 SPILLWAY ELEV•4936.50 TOP OF BERM ELEV•4937.00 m Mxu e �1 GTD.- MO BLOCK 7 LOT 5 ' II J916 N - ' OPE ® W 1 � mN2 (5' TOPE R NET) SIN -2 010 -SEVER MODE) 125.00 LF-1M MOP SIMNu (5' MIS R MET) LOT 6 AMENDED 2ND CORRECTED VISTA COMMERCIAL CENTER FILING II, PUDF19-0004 MENG ROADSIDE M1CM-�- vISTAVIEWDRIVE_ ... — -.-. 145 LF-NOS DIMASLOPE ME. ORNa • fsoCCB! BLOCK 1 LOT it 48600 58 j SKYWAY DRIVE _,-- ., 619-4 IUD -SEAM _BOLL OFFS 3A Or 0001 m BB 1A (0 TYPE R INLE1) (4n FES) 22]2 1f » 2 R4' NDPE I� OUT SDOOTI (3OPNIC 191E 0 MET) • (I R 010111? POND 1 V REPARED•0.067 AC -FT SOCV PROUAAnAA.06T AC -R 'AOCV ELEV-1934.70 SPUMY FLEV-1936.00 TOP OF BERM BEV-4936AD YH IA (00 FLAT MP MIME) j. BLOCK 7 LOT 2 STll-1 (AS -SEVER MOOR) LOT 9 30 60 SCAM 1'-30' LEGEND DESIGN POINT / JUN: NON POINT MINOR BASIN BASIN I.O. RlBulaRr ARLa fACItEB) 880PER, BOUNDARY PROPOSED LIATC17 U1i1UR LAJOR ,� MIN 'ONl'OURB GEFFICIENTS no C 310 BTORu. 5180 5150 SWALE ----� EASEMENT LINE. 934 M 9'5"15� 111 uFl ET IBS WITH560RM SE'AYR !La MN INLET t1'-� BASIN BOUNDARY LOW POINT (tA) / HIGH POINT (HP) OAP HP ROW ARROW EMERGENCY OVERFLOW TIME OF cONCENTA ON —p DmInnm 14m6 o 33 031 Runoff RI 100 gene 207 0.17 071 1.27 vss lea 022 0 21 0 11 0.10 LI CI 8.51 1.25 0.07 0.13 0.07 0.27 0.17 OM 0.17 0.18 0.25 o le 250 257 314 7.05 5 25 10 10 1.05 CB 01 01 MA 0543 1.65 120 5 39 511 eel 13 Is 17 m 1900 08-0 0. OP AS 515.51 Sum A3, OSA 3.14 7.00 9.25 Tom 234 sUM Ot, 02 oBA OP 03 MAIM B3. 0543 2.90 3.39 4.16 5.52 5.10 7.47 1456 el,&, 09s SUM M. 82, BS O4. 85, OBE 415 .31 4004 MAIM, 82. BS. B4, 55. C1, 02 CJ, 0343 37 $Fy. CO t z. c2) U1 TO -J Z 8�0 St V28 n 0 O " D_mo boo C LE -J ss Q W C LLI Z N C o (o xo' of OATES/ REVISIONS 04 11.19 PRE -APP MEETING 08.03.19 1ST SUBMITTAL 0 2.03.19 3RD SUBMITTAL 2.20.19 4TH SUBMITTAL 719 2ND SUBMITTAL o 12aone fA 1 SONnL E C13 DRAINAGE PLAN ;,24 i'tlI)'�F4LYJJVAAM®ASLrtYN freer Aim Y cI AMENDED 2ND CORRECTED VISTA COMMERCIAL CENTER FILING II, PUDF19-0004 f TAPtI TI`p�Jll��`�iI-�� )'(' ,A, , VISTA VIEW DRIVE 96 iiono . ,or,cc�o�`o<•✓oo`o o •` $ • c�o�J`�:.J. 'oslJ "'., 1.;>,oV :4)p,•�ooQ•`Znn � ?s•"•rtv4`l i..o✓ '`.,Ron•`oV, PIN HR OTR 11.50 fl - MEADOW ACE BOX ACE HOT -PIN NG PIN PIN oowi 6 055LLEI o Ben CPI -3. 0 ACE HoII I. JUN 013-1 ,,(®�� I -INN PIN CHR NAU- PNY NIN-1 PIN NG BEN CN-3 JUN 81.3 NEL 1 -PIN .0 JUN Bu -PIN,NIO GCE SKY -1 - JUN SRO .9 4.440 1- MEADOW I -PIN NEL -ACE BOX JUN BRO 0 PIN HEL SET UP TEMPORARY SPRAY IRRIGATION SYSTEM TO GET NATIVE GRASS ESTABLISHED (FOR I SEASON) ALL TREES IN GRASS REQUIRE PERMANENT DRIP IRRIGATION SYSTEM (4 DRIP EMITTERS PER TREE), CEL PM•1 EST EMPLOYEE PATIO EMPLOYEE PATIO WITH PERIMETER LANDSCAPE /--1 . JUN B13 -CHR NAU PHY NIN ACE BOX.I PRU PAW -2 RHUGRO- GLE SKY CHR GTR -5 PINMO-I PIN PIN. i SKYWAY DRIVE �-5 .JUN SRO TPPIN PIN RHU ACE BOX TRASH ENCLOSURE •! JUN ERG 12515.1 EMI BUILDING SITE LEGEND: REFERENCE NOTES SCHEDULE DESCRIPTION STEEL LANDS= EDT IPPIPZOOMET MPG GYM N JAXBRO. SHIPPING AND RECEIVING DESCRIPTION or TAN GRANITE STONE MULCT, DEEP OPER LANDSCAPE PnBale VNOTH U0IR[CT SEE nnR=13lx le OEM 3 -NOS RES rl -PHY NIN 3-CHR NAU CHR NAU-5JUN BRO,- .. 1 JUN BLS 3 BER LRI JUN BL3 3 BEN CRI • PIN NEL-1 . PIN NIG-t CNA FES-B f_._-2-RHU GAO �Jy - - JUN BRO •CRA HAW `^tf-1- PIN PIN a• 1[ :h: PRu PAW CEL PRA -1 1 -PIN HEL -PIN MO I 6 PINP N1 O -CHR NAU PHY NIN ACE BO 1 RHU SRO, ACE BOX • I- PINPIN-1 PIN NIG-I RHU TRI-- PIN HEL CHR GTR.O SET UP TEMPORARY SPRAY IRRIGATION SYSTEM TO GET NATIVE GRASS ESTABLISHED (FOR I SEASON). ALL TREES IN GRASS REQUIRE PERMANENT DRIP IRRIGATION SYSTEM (4 DRIP EMITTERS PER TREE). GMXEN-1 RUTRI-3� PIN NIG-1 CHR NAU-6 JUN BRO. I CRA HAW JUN MO .1 JUN BRO. EAST EMPLOYEE PATIO .ZEN GARDEN• WITH DRY STREAM BED. LANDSCAPE, AND EMPLOYEE PATIO PHY NIN 9-RON RES RHU ORO.2 OLE SKY -1 1 -PIN HEL :PIN NIG CRAM. PIN PIN -1 • LE SKY CEL PRA 1 PRU PA W PIN HEL" PIN Np RHUTRI- I PIN PIN -1 I� PINNI4 PINHEa PHU 40 • ACE Bd% 1 ALE HqT -PINPIN) PIN NG PIN TIDE ACE NOT JUN SRO SEE SHEETS L2 & L3 FOR LANDSCAPE LEGEND, NOTES, & DETAILS I, Sale 1 =20 North Jul. Wolverton L2NOSCSpe Architect 61945 SO,NOLO COleRD.e, RD se, C 81403 office. 910.24114992 9T041717n IPee(,oleewolvetton.com p$p� 6V eS Y- Tn Z Q W Z DUO c C L W E E E O U \cn DATES/ REVISIONS 04.11.19 PRE -APP MEETING 04.03.18 1ST SUBMITTAL 10.17.19 2ND SUBMITTAL 12.03.19 3RD SUBMITTAL L1 LANDSCAPE PLAN •II IW�N1lY1VF7LItlW N70hP4YaNNGI4E"O5 I I l AMENDED 2ND CORRECTED VISTA COMMERCIAL CENTER FILING II, PUDF19-0004 LANDSCAPE NOTES: LANDSCAPE LEGEND: 1. THE OWNER AND GENERAL CONTRACTOR SHALL ENSURE THAT THE LANDSCAPE PLAN IS COORDINATED WITH THE PLAITS PREPARED BY OTHER CONSULTANTS SO THAT THE PROPOSED GRADING, STORM DRAINAGE. EXTERIOR LIGHTING OR OTHER CONSTRUCTION DOES NOT CONFLICT WITH NOR PRECLUDE INSTALLATION OF MAINTENANCE OF LANDSCAPE ELEMENTS AS DESIGNATED ON THIS PLAN. 2. INSTALL A NEW UNDERGROUND AUTOMATIC IRRIGATION SYSTEM. IF DOMESTIC WATER IS USED, INSTALL A BACKFLOW PREVENTER WITH LOCKABLE ENCLOSURE. IF DITCH IRRIGATION WATER IS USED. INSTALL A PUMP WITH SPIN -CLEAN FILTRATION AN AUTOMATIC "SMART" IRRIGATION CONTROLLER SHALL BE INSTALLED FOR THE NEW SYSTEM. 3. TOPSOIL SHALL BE RELOCATED FROM ON -SITE EXCAVATION AREAS INTO ALL OF THE LANDSCAPE AREAS TO BE PLANTED WITH TREES, SHRUBS, AND GRASS. THERE SHALL BE A MINIMUM OF e" OF TOPSOIL IN ALL AREAS TO BE LANDSCAPED. NO TOPSOIL SHALL BE REMOVED FROM THE SITE. 4. SOIL PREPARATION FOR LANDSCAPE AREAS SHALL BE ORGANIC MATTER (10OR DECOMPOSED WOOD CHIPS OR CLASS 1 SOIL AMENDMENT) APPLIED AT A RATE OF 3-5 CY/1000 SF., AND TILLED TO A DEPTH OF 6"-8'. AND FINE GRADED THROUGHOUT ALL AREAS TO BE LANDSCAPED. 5. WHEN INSTALLING EACH PLANT. PLANT MIX SHALL BE COMPRISED OF 1 PART SOIL CONDITIONER (DECOMPOSED BARK MUL CFI OR "BACK -TO -EARTH" ACIDIFIER PRODUCT) TO 2 PARTS TOPSOIL OVER EXCAVATE THE PLANTING HOLES TWO TIMES THE DIAMETER OF THE ROOTBALL. FILL WITH PLANT MIX, ROOTING HORMONE SUCH AS INDOL 3 BUTERIC ACID SHALL BE USED FOR ALL TREES & SHRUBS. 5. 1/8" X 4" COL -MET STEEL EDGER SHALL ENCLOSE LANDSCAPE SHRUB BEDS WHERE SHOWN. INSTALL WITH PROPER LAP JOINTS AND STAKES PER THE MFG. RECOMMENDATIONS. 7. SHRUB BEDS SHALL HAVE "DEWITT PRO 5" WEED BARRIER FABRIC OR APPROVED EQUAL INSTALLED UNDER MULCH UNLESS NOTED OTHERWISE - OVERLAP SEAMS MIN. 4" AND ATTACH FABRIC IN PLACE WITH 8" LONG STAPLES AT MAX. 4' ON CENTER. SPECIFIED STONE MULCH SHALL BE PLACED THREE INCHES DEEP OVER THE LANDSCAPE FABRIC THROUGHOUT. 8. WHEN PLANTING TREES OR SHRUBS: THOROUGHLY SOAK PLANTING HOLE WHILE BACKFILLING. PRUNE DEAD OR DAMAGED BRANCHES IMMEDIATELY AFTER PLANTING. FERTILIZE WITH AGRIFORM 21 GRAM PLANT TABLETS, 20-10-5. 6 TABLETS PER TREE. AND 3 PER SHRUB. 9. SHREDDED CEDAR BARK MULCH SHALL BE PLACED AROUND THE DRIPLINE OF EACH PLANT TO MAINTAIN MOISTURE. 4 FT. DIAMETER AROUND TREES. AND 2 FT. DIAMETER AROUND SHRUBS. 00 NOT LET BARK MULCH TOUCH THE BASE AND STEM OF EACH PLANT - KEEP CLEAR 2". 10. ALL DECIDUOUS TREES SHALL BE STAKED WITH (2) 6 FT. T- POSTS ALL EVERGREEN TREES SHALL BE STAKED WITH (3) 2 FT. T -POSTS. ALL POSTS SHALL BE GUYED TO THE TREE WITH 12 GA. WIRE ENCASED IN RUBBER HOSE. 11. ALL TREES WITHIN THE SIGHT TRIANGLES SHALL BE LIMBED UP TO A HEIGHT OF B FT. AS THE TREE GROWS. ANO THIS CLEARANCE SHALL BE MAINTAINED. 12. LOCATE AND MARK LOCATIONS OF ALL UTILITIES PRIOR TO COMMENCING WORK. DO NOT PLANT ANY TREES OR SHRUBS DIRECTLY OVER BURIED UTILITY LINES. OR ANY TREES UNDER OVERHEAD UTILITY LINES. 13. PLANT MATERIAL WAS CHOSEN FOR ITS SPECIFIC VARIETY. HEIGHT. AND COLOR. ANY PLANT MATERIAL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 14. ALL PLANT MATERIAL SHALL BE GROWN IN A NURSERY IN ACCORDANCE WITH PROPER HORTICULTURAL PRACTICE. PLANTS SHALL BE HEALTHY. WELL -BRANCHED, AND VIGOROUS WITH A GROWTH HABIT NORMAL TO THE SPECIES AND VARIETY, AND FREE OF DISEASES. INSECTS, AND INJURIES. WELD COUNTY LANDSCAPE REQUIREMENTS: 1. LANDSCAPE DESIGN SHALL BE BASED ON XERISCAPE DESIGN PRINCIPLES. 2. MINIMUM 2OR OF SITE SHALL BE LANDSCAPED. 201,836 SF X .2 = 40,367 SF REQUIRED 32,3% LANDSCAPED SITE IS PROVIDED INCLUDING SIDEWALKS= 65,189 SF. 3. 75% OF THE REQUIRED LANDSCAPE AREA SHALL INCLUDE LIVING PLANT MATERIAL = 40,367 x .75 = 30.275 SF MINIMUM REQUIRED. 35,270 SF PROVIDED. 4 AT LEAST 10% OF THE PARKING LOTS SHALL BE LANDSCAPED. 103 SPACES X 162 SF/SPACE = 15,686 SF X .1 = 1,668 SF RED. 2,842 SF LANDSCAPE ISLANDS PROVIDED. 5. BERMS/SLOPES WITH TREES AND SHRUBS ARE USED TO SCREEN PARKING LOTS FROM VIEW OF THE ROADWAY A MINIMUM OF 75% OF THE LENGTH. BERMS/SLOPES 00 NOT EXCEED A 5:1 SLOPE. 6. T TREE FOR EVERY 40 FT. OF STREET FRONTAGE IS PLANTED IN NATURAL GROUPINGS ALONG THE ROADWAY WITH A LAYERED MIX OF EVERGREENS AND DECIDUOUS SPECIES. 480 LF + 480 LF = 960 LF / 40 = 24 TREES REQUIRED. 24 PROVIDED. 12 TREES ALONG VISTA VIEW & 12 TREES ALONG SKYWAY PROVIDED. 7. LANDSCAPING MATERIALS. AS INDICATED IN THE APPROVED LANSCAPE PLAN. SHALL BE MAINTAINED AT ALL TIMES. DEAD OR DISEASED LANT MATERIALS SHALL BE REPLACED WITH MATERIALS OF SIMILAR QUANTITY AND QUALITY AT THE EARLIEST POSSIBLE TIME. 8, THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR CONTROLLING NOXIOUS WEEDS ON THE SITE. PURSUANT TO CHAPTER 15, ARTICLES i AND il, OF THE WELD COUONTY CODE. PLANT SCHEDULE TREES CODE QTY BOTANICAL / COMMON NAME SIZE REMARKS + 0 ACE BOX a ACER NEGUNDO 'SENSATION' SENSATION MAPLE 25" CALIPER 30' TALL, 25' SPREAD, RED FALL COLOR CEL PRA 4 CELTIS OCCIDENTALIS 'PRAIRIE PRIDE' PRAIRIE PRIDE HACKBERRV 2.5" CALIPER 40' TALL, 30' SPREAD, YELLOW FALL COLOR. /rte-^-�,\ V CRA HAW 6 CRATAEGUS CRUS-GALLI 'CRUZAM' TM CRUSADER HAWTHORN 1&" CALIPER 20' TALL. 20' SPREAD, WHITE SPRING FLOWERS, ORANGE FALL COLOR, RED CLUSTER BERRIES + 0 GLE SKY 4 GLEDITSIA TRIACANTHOS 'SKYLINE' SKYLINE HONEY LOCUST 2.5" CALIPER 45' TALL, 30' SPREAD, YELLOW FALL COLOR. f'""\ + I ,,, .: GYM KEN 2 GYMNOCLADUS DIOICA KENTUCKY COFFEE TREE 2.5" CALIPER 50' TALL, 30' SPREAD, YELLOW FALL COLOR, FALL BEAN FRUIT PIN PIN 13 PINUS EDULIS PINON PINE 6 FT. B&B 20' TALL, 18' SPREAD, GREEN EVERGREEN '} PIN HEL 12 WINOS HELDREICHII BOSNIAN PINE 6 FT. B&B 30' TALL, 18' SPREAD, UPRIGHT GREEN EVERGREEN 1-/�-1 }rl-l+.-('(� PIN NIG 14 PINUS NIGRA AUSTRIAN PINE 7 FT. B&B 40' TALL, 20' SPREAD, GREEN EVERGREEN O OUE CLE 4 QUERCUS MACDANIELLI 'CLEMONS' TM HERITAGE OAK 2.5" CALIPER 50' TALLL, 40' SPREAD, YELLOW FALL COLOR SHRUBS CODE QTY BOTANICAL /COMMON NAME SIZE REMARKS r""`+� (44i Jj ACE HOT 6 ACER TATARICUM 'HOT WINGS' HOT WINGS TATARIAN MAPLE 5 GALLON MULTI -STEM. 20' TALL, 12' SPREAD. RED ORNAMENTAL WINGS O BER CRI 21 BERBERIS THUNBERGII 'CRIMSON PYGMY' CRIMSON PYGMY BARBERRY 5 GALLON 2' TALL, 3' SPREAD, RED FOLIAGE. ED CHAFE3 14 CHAMAEBATIARIAMILLEFOLIUM FERNBUSH $GALLON 6' TALL. 6' SPREAD, WHITE SUMMER FLOWERS. CD CHR GTR 16 CHRYSOTHAMNUS NAUSEOSUS GRAVEOLENS TALL GREEN RABBITBRUSH 5 GALLON 5' TALL, 6' SPREAD. YELLOW FALL FLOWERS, GREEN STEMS CHR NAU 28 CHRYSOTHAMNUS NAUSEOSUS NAUCEOSUS DWARF BLUE RABBITBRUSH 5 GALLON 2' TALL, 3' SPREAD, YELLOW SUMMER FLOWERS. �� A JUN BL3 16 JUNIPERUS HORIZONTAL'S 'BLUE CHIP' BLUE CHIP JUNIPER 5 GALLON 1.5' TALL, 6' SPREAD, BLUE HORIZONTAL EVERGREEN. JUN BRO 38 JUNIPERUS SABINA 'BROADMOOR' BROADMOOR JUNIPER 5 GALLON 2' TALL, 6' SPREAD, GREEN HORIZONTAL EVERGREEN. C PHY NIN 10 PHYSOCARPUS OPULIFOLIUS 'SUMMER WINE' SUMMER WINE NINEBARK 5 GALLON 4' TALL, 6' SPREAD, PURPLE FOLIAGE. 0 PRU PAW 10 PRUNUS BESSEYI 'PAWNEE BUTTES' PAWNEE BUTTES SAND CHERRY 5 GALLON 3' TALL, ' SPREAD, WHITE SPRING FLOWERS. RED FALL COLOR. 0 RHU GRO 16 RHOS AROMATICA 'GRO-LOW GRO-LOW FRAGRANT SUMAC 5 GALLON 3' TALL, 5' SPREAD, ORANGE FALL COLOR. CD RHU TRI 26 RHUS TRILOBATA SKUNKBUSH SUMAC 5 GALLON 6' TALL, A' SPREAD, GREEN LEATHERY FOLIAGE. ORANGE FALL COLOR 0 ROS RE5 20 ROSA MEIDILAND SERIES 'RED' RED MEIDILAND ROSE 5 GALLON 3' TALL, 4' SPREAD, RED SUMMER FLOWERS GROUND COVERS CODE QTY BOTANICAL/COMMON NAME CONT REMARKS ' MEADOW 24,353 SF NATIVE MEADOW GRASS SEED NONIRRIGATED MEADOW GRASS - "PBSI NATIVE PRAIRIE MIX" AS AVAILABLE THRU PAWNEE-BUTTES SEED CO. MIX INCLUDES BLUE DRAMA, BUFFALO GRASS, SIDEOATS GRAMA, WESTERN WHEATGRASS, GREEN NEEDLEGRASS, & SAND DROPSEED. SEEDING RATE = 15 PLS LBS/ACRE. SEED PER THE SUPPLIER RECOMMENDATIONS. Jules Wolverton Landscape Architect 91945 Nighthawk Road Montrose, CO 814O3 cuull, 0970.2409382 870417.1779 181480laleewolvenon.wm N- M O :3. O 0 H-+ DUO a. `,6 -' CwCC C O U Co U) DATES/ REVISIONS 04.11.19 PRE -APP MEETING 06.03.19 1ST SUBMITTAL 10.17.19 2ND SUBMITTAL 12.03.19 385 SUBMITTAL L2 LANDSCAPE LEGENDS, NOTES, & DETAILS iu.�u'uw,iarirvuir'relir°,ilwu'nvti��, ral lu AMENDED 2ND CORRECTED VISTA COMMERCIAL CENTER FILING II, PUDF19-0004 Jul» Wolverton Landscape Architect LANDSCAPE DETAILS: WIND t t WIND FOR TREES ON 4:1 OR STEEPER SLOPES. PLACE 2 GUYS UPSLOPE, ONE DOWNSLOPE: OTHERWISE PLACE FOR PREVAILING WIND. GUYING PATTERN FOR EVERGREEN TRFF PLANTING DECIDUOUS TREE STANDARD WATERPROOF TREE WRAP (DECIDUOUS TREES ONLY) TO 2ND BRANCH S OR WIDER NYLON WEBBING w/ METAL GROMMETS 12 GA. GALV. STEEL. WIRE. DO NOT PULL TAUT. 6' LONG STAKES, 2" X 2" OR 21/': DIEM. WOOD, OR STEEL T —POSTS, SET 18" IN GROUND SPECIFIED BACEKLL COMPACTED NLBCRAOE DIG HOLE 2" LESS THAN HEIGHT OF T OOTBALLL WIND t t WIND GUYING PATTERN FOR DECIDUOUS TREE PLANTING II V'. MINI 1. I ROOTBALL 119 400,&L pv. DM TREE PLANTING SECTION EVERGREEN TREE PRUNE ONLY DEAD OR DAMAGED WOOD. DO NOT PRUNE RUSH TO BRANCH. LEAVE SLIGHT STUB. DO NOT PRUNE CENTRAL LEADER 12 CA. GALA. STEEL GUY WIRE, ATTACH TO D4" MIN. STEEL T -POST OR REBAR STAKE. 3 PER TREE. DO NOT PULL TAUT. FLEX -PIPE BARK PROTECTOR SET ROOTBALL 2'-4' ABOVE FINAL GRADE REMOVE ENTIRE WIRE BASKET AND BURLAP FROM AROUND THE ROOTBALL AND ANY TIBIAE OR WIRE. WHITE PVC AROUND WIRE TO MARK AND PREVENT PEOPLE FROM TRIPPING OVER WIRE. 3' DEPTH WOOD CHIP MULCH AROUND BASE OF DRIPUNE OF TREE (TYP) 24" MIN. STEEL T -POST OR 04 REBAR STAKE, FLUSH W/ GRADE. THREE PER TREE (EVERGREEN TREES) FERTILIZER TABLETS (X6) SCARIfY BOTTOM OF HOLE. IN CLAY CONDITIONS, BREAK P BOTTOM OF HOLE TO ALLOW ROOT PENETRATION AS TREE MATURES L3 NOT TO SCALE 1/B" X 4" COL -MET MFG COMMERCIAL GRADE STEEL EDGER. SHOWN POWDERCOAT FINISH. SECURE AND INSTALL PER MFG RECOMMENDATIONS WITH LAP JOINTS & STAKES LOCATE STEEL EDGER AS SHOWN ON THE DRAWINGS. SPECIFIED MULCH 3" DEEP OVER LANDSCAPE FABRIC -.LLL 215 In-lI-ILr=1I I � 1=JJ I -I � I -I I -III I I -I � 1=L-1 � II; =III-ME1=1 = I -III -I' EII1=_J 1=111=411E -ME -III=III-11 ll 1l=11 11-I I l=1 ... III UNDISTURBED SUBGRADE STEEL LANDSCAPE EDGER NOT TO SCALE PRUNE ONLY DEAD OR DAMAGED BRANCHES. 3" DEPTH BARK MULCH AROUND BASE TO DRIPLINE OF EACH SHRUB (TYPICAL) PLANT ROOTBALL 1" ABOVE FINAL GRADE. REMOVE PLASTIC OR METAL CONTAINER - FOR B&B MATERIAL, REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL & ANY TWINE OR WIRE. SPECIFIED BACKFILL FERTILIZER TABLETS (X3) COMPACTED SUBGRADE FOR ROOTBOUND CONTAINER STOCK, MAKE SHALLOW SCORES ( 1/o - 16") ALONG SIDES OF ROOTBALL. SCARIFY BOTTOM OF HOLE SHRUB PLANTING SECTION PLAN DEPTHC LANDSCAPE FABRIC NOT TO SCALE -4-1" - 2' WASHED RIVER GRAVEL CHINKED BETWEEN RIVER COBBLE (TYP.) PLACE 3" TO 6" WASHED RIVER COBBLE SPACED & GROUPED RANDOMLY OVER LANDSCAPE FABRIC. APPLY PRE -EMERGENT HERBICIDE PRIOR TO PLACING COBBLE. SEE THE SPECIFICATIONS. DRY STREAMBED SHALL BE GRADED AS A SMOOTH, SUBTLE SWALE. SLOPE & DRAIN AWAY FROM THE BLDG SECTION NOTE: 1. WIDTH OF DRY STREAM BED SHALL VARY IN WIDTH FROM APPROX. 4 FT. WIDE MIN. TO 10 FT. WIDE MAX. 2. LANDSCAPE BOULDERS SHALL BE NESTED IN GROUPS IN A RANDOM FASHION ALONG THE EDGES AND THROUGHOUT THE DRY STREAM BED AS SHOWN ON THE DWGS. LANDSCAPE BOULDER TYPICAL SMOOTH SUBGRADE PRIOR TO PLACING FABRIC AND COBBLE EXISTING SUBGRADE NEST 3" TO 6' WASHED RIVER COBBLE PLACE IN DRY STREAM BED AREA IN A RANDOM PATTERN OVER LANDSCAPE FABRIC. SCATTER 1" — 2" WASHED RIVER GRAVEL AROUND RIVER COBBLES OVER LANDSCAPE FABRIC. 3. APPLY A PRE —EMERGENT HERBICIDE THROUGHOUT STREAM BED AREA BEFORE PLACEMENT OF COBBLE (TYP.) 4. INSTALL DRY STREAM BED TO LOOK AS NATURAL AS POSSIBLE WITH VARYING ROCK SIZES, GROUPINGS OF BOULDERS, AND VARYING WIDTH. LANDSCAPE ARCHITECT MUST APPROVE LAYOUT. DRY STREAM BED NOT TO SCALE B1B4S NI9hlhawk Road Montrose, CO 81403 aHice: 8]0.248,9392 a0: 870 417.12213 Itilos luleewolvedon.mm gi ;'o ijii 'EF 06 ;4 'N fg vi m 0 O Q O U 1 O � lbc Z Sao am° ".5 W E ill C FO U o m m0 15 5 7.Q.- 00 DATES/ REVISIONS 04.11.19 PRE -APP MEETING 08,03.19 1ST SUBMITTAL 10,1].19 2ND SUBMITTAL 12.03.19 3RD SUBMITTAL L3 LANDSCAPE DETAILS a, no s.o ,so 9..+ O A Ur. �rw:. Wtr •WlY4Y19Md%ti' I I RpIVISM@N1}F'n17It'I 111111 AMENDED 2ND CORRECTED VISTA COMMERCIAL CENTER FILING II, PUDF19-0004 ,ne NOTES PHOTOLELL TO ALLOW LIONT5 TURNED'OW ONLY PURIM NON-OATTLIONT ALL FEEOERS TO EKEELLOR LaballINO TO BE L1OHT FIXTURE. THAT ARE %IMMO AND SHIELDED TO REP. OLAHE 23,700, THEM...OVUM. ALL LAWAs DO NOT DOE. 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':n + te 0p..7 n, ,. ,. . r. ,.., n, .n to ex no 'on to r0 ,�'„ r.sun to to al osa nn'an pa on .0...a e0 on no ...r a,•o, e, e, a, 0. ern n+ 0, nr 0,•o, rof .a ex p• <r are 0r 0, o, a n.to 1110 0r or rot pr or 0, er p+ e+., 0x 0, nx er n, a+ er'nu en a0 an a0'en nn 0a'on ee 1 ELECTRICAL SITE PHOTOMETRIC NT' EDI SCALE: l• 3e. r Tn 0 o 0 Qz "} Z DUO a 0 •L 0 CW ELT] G E cu 0 CO U) DATES/ REVISIONS 0611.19 PRE -APP MEETING 08.03.19 1ST SUBMITTAL 10.17.19 2ND SUBMITTAL 12.03.19 3RD SUBMITTAL EP1 ELECTRICAL SITE PHOTOMETRIC 2 TYPE EA1, EA2 FiRI{MJIY99#4W71FAlhWfedR A+N'LWv6 nip AMENDED 2ND CORRECTED VISTA COMMERCIAL CENTER FILING II, PUDF19-0004 TOP VIEW POLE EAl OVERALL e e. iaAIo P6t H45.PIGRFF5 FERFNNUFALTLRER 1210. 1 IP0LE BASE DETAIL 522 1,555-1.1555257 612 122 1,55.34-5155, creel Lea ,55212,5,505501,155,14.1212 wneerw -mew„ aa.�a _ 4.152 12.5 - Move 55555[5,5522,5 laworldiro 5,55125502 2255 55555252 5,5 .55 5.222 0555252555,5,5,552 5,255,52,55555, '21.715' '"55,1521=121455541,19 wNilmore co,BLe-doro LA, •10 cortex W5,55220, C.A. OE SERVICED Oa 5,505 51545 HAVE A 015225M25,55 5,55..26,7142255212 MEC Marne/. WO LAW. 51,20 5,15,154 5555,225425 0151-525. ,555. 51.022 11.145.5,8152,5914,5‘1155.25,5522555 5.5.55.5 ziA55 ',Ave 51.50152 .3TALLeo go n aGIM ILLwnl ,wce WAWA, APEA Ans.ee M) nuqf ew M! leeMee 54.5151 525. 552 5050.551. D -Series Size 1 LED Area Lummarre crSt Heamaa }.:• MAMMA., 255155257 501(1115 WOO' SPA eaaa, NEE ODBM2 X'.4a" :.{s9::: 1;ry:', •j .".a`;'.,+is .. %..',.410"„.1,i, rem 0. BOJO 25 5451 1,55,21 D -Series Size 1 LED Wall s Size co ft Pferles Hear t Iwo 5501 ... 5,555,2,51.255 Om 55,552 515 o 3 I TYPE EW1, EW2 555 5ITYPE ED1,ED1EM WST LED ArchitecLeal Wall Sconce • • • 4 TYPE EW3EM xV LL� r -y O O Q Z 1�+ yz� Z o c D Eli 2'8p 'Q w E y E >� U % ° CO ma op, DATES/ REVISIONS 04.11.19 PRE -APP MEETING 06.03.10 1ST SUBMITTAL 10.17.19 2150 SUBMITTAL 12.03.19 3R0 SUBMITTAL EP2 ELECTRICAL PHOTOMETRIC SCHEDULES Hello