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Mountain View Fire Protection District
Erie Maintenance Building and Future Fire Station
MOUNTAIN VIEW FIRE MAINTENANCE FACILITY
USE BY SPECIAL REVIEW ( USR ) MAP
TOWN OF ERIE WELD COUNTY COLORADO
BENCHMARK
COUNTY OF WELD ,._ PROPERTY OWNER ' S CERTIFICATE
VERTICAL DATUM : BENCHMARK: NGS "AE6474" ELEV= 4998.00 (NAVD88). HORIZONTAL DATUM : COLORADO STATE PLANE 6 • H v THE UNDERSIGNED MAJOR PROPERTY OWNER(S) DO HEREBY AGREE TOT EH SITE SPECIFIC DEVELOPMENT PLAN AND USE BYSPECIALCOORDINATES NAD 83 (2011 ) DATUM .
_ .„ ix I � REVIEW DEVELOPMENT STANDARDS AS DESSCRIBED HEREON THIS ___ DAY OF 20____.
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HORIZONTAL CONTROL BASED UPON TRIMBLE VRS NETWORK. NOTE: 1 . THIS DRAWING IS AT MODIFIED STATE PLANE. TO W. 1 /4 COR. � ITco
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4. {7 ACRES, MORE OR LESS US 'GS SOIL �`� /1 � 0
NUNN SOIL CLASSIFICATION : VIC MAP UNIT NAME IS �J ,-. PLANNING COMMISSION CERTIFICATE
ZONING NUNN LOAM AT O % TO 1 % SLOPES , WELL DRAINING , p4, } _ Z
ORIGINAL ZONING: A- AG ( AGRICULTURAL) HYDROLOGIC GROUP C , NO FREQUENCY OF FLOODING , NO C' THIS IS TO CERTIFY THAT THE WELD COUNTY PLANNING COMMISSIONER HAS CERTIFIED AND DOES HEREBY RECOMMEND TO THE BOARD 0
FREQUENCY OF PONDING . +� z d OF COUNTY COMMISSIONERS, WELD COUNTY COLORADO, FOR ITS CONFIRMATION, APPROVAL AND ADOPTION OF THIS SITE SPECIFIC i'
PROPOSED ZONING:LI{BUSINESS LIGHT INDUSTRIAL)¢za
PRIVATE DR ce I- o ,n DEVELOPMENT PLAN AND USE BY SPECIAI. REVIEW AND DEVELOPMENT STANDARDS AS SHOWN AND DESCRIBED HEREON THIS ___ Fca
NUNN SOIL CLASSIFICATION : VIC MAP UNIT NAME IS c? D � 2 r`l DAY OF 20____. �
FLOODPLAIN NOTE NUNN LOAM AT 1 % TO 3 % SLOPES , WELL DRAINING , o < ''` a I Q
HYDROLOGIC GROUP C , NO FREQUENCY OF FLOODING , NO w �
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PROPERTY IS LOCATED IN UNSHADED FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% FREQUENCY OF PONDING . � � (:),
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CHANCE FLOODPLAIN) PER FIRM MAP NUMBER U8013CU453J WITH A REVISION DATE OF 1 /20/2016. > cc PRIVATE DR ) \ CHAIR, WELD COUNTY PLANNING COMMISSION
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BASIS OF BEARINGS A���
BASIS OF BEARINGS: TBD BY ALTA OR BOUNDARY SURVEY AT A FUTURE TIME. �o w � Cos BOARD OF COUNTY COMMISSIONERS CERTIFICATE
//-./' LT 40 � THIS IS TO CERTIFY THAT THE BOARD OF COUNTY COMMISSIONERS, WELD COUNTY, COLORADO, DOES HEREBY CONFIRM AND ADOPT THIS
Ct
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W �. I .-. SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AND DEVELOPMENT STANDARDS AS SHOWN AND DESCRIBED HEREON 0
�� � Z 46 a . Q o � THIS ___ DAY OF , 20___ _.
POTENTIAL ENCROACHMENTS '- � � `-- ' �� � o O
THERE WERE NO VISIBLE ENCROACHMENTS FOUND AS OF THE DATE OF THIS SURVEY. et SITE 40 Iei
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� � eke' ;Y � CHAIR, BOARS OF COUNTY COI�MISSIpNER5
LEGAL DESCRIPTION \\.\N\ -I ATTEST:
WELD COUNTY CLERK TO THE BOARD 011
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THE FOLLOWING LEGAL DESCRIPTION IS THE SAME AS THAT IN LAND TITLE GUARANTEE COMPANY' S PROPERTY INFORMATION BINDER ORDER111 ■NO . DATED 2O _ _ WCR 12 111LP�' •"
BY: DATED: � in' °O
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A PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 3 , TOWNSHIP 1 NORTH , RANGE 68 WEST OF THE 6TH WalMaralli DEPUTY CLERK TO THE BOARD as)
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PRINCIPAL MERIDIAN , COUNTY OF WELD , STATE OF COLORADO , DESCRIBED AS FOLLOWS : . � �
VICINITY MAP � � � �,
BEGINNING AT : TBD NTS (1) ■ - �' ins ,2 *:::,
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USR SHEET INDEX SITE DATA TABLE - LAND DATA • M ~ • N
s ,
1 . COVER PAGE DESCRIPTION AREA ( SF) AREA ( AC) AREA % 1,\
TOTAL MAINTENACE BUILDING ( UNDER ROOF ) 20 , 400 0 . 47 11 . 70 ` -
2 . PLOT PLAN /` � !
USR NOTES TOTAL FUTURE FIRESTATION #9 ( UNDER ROOF ) 9 , 770 0 . 22 5 . 60 S ,
1 . DRAINAGE - ALL SITE DRAINAGE WILL BE DESIGNED IN ACCORDANCE WITH THE WELD COUNTY STORM DRAINAGE CRITERIA MANUAL . 3. UTILITY PLAN TOTAL ASPHALT PAVEMENT FOR SITE 89 , 519 2 . 05 51 . 37 U U
4 . GRADING & DRAINAGE PLAN TOTAL GRAVEL /RECYCLED ASPHALT FOR SITE 10 , 327 0 . 24 5 . 92 0 /
2. LANDSCAPING - ALL LANDSCAPING TO CONFORM TO WELD COUNTY LANDSCAPE REGULATIONS, ARTERIAL RIGHT- OF - WAY IMPROVEMENTS LANDSCAPED AREAS ( TOTAL OPEN SPACE ) 39 , 826 0 . 91 22 . 85ad my
WILL BE PROVIDED AS REQUIRE [? BY REGULATIONS SET FORTH BY TOWN OF ERIE , COLORADO. . 5. DETAILS
DETENTION POND /GRASS 1 , 500 0 . 10 NA re : �
3. SIGNAGE - SIGNAGE WILL BE PROVIDED AS APPROPRIATE THROUGHPUT THE DEVELOPMENT. ALL SIGNS SHALL CONFORM TO WELD COUNTY 6 . TURNING RADIUS PLAN PLANTING AREA IN ISLAND ALONG WCR 7 17 , 134 0 . 39 NA <<-7.
SIGN CODE . �� .
PLANTING AREA AT BOUNDARY 15 , 625 0 . 50 NA �� �� .
•4. LIGHTING - ON SITE LIGHTING WILL BE PROVIDED AS APPROPRIATE THROUGHPUT THE DEVELOPMENT. LIGHT FIXTURES WILL BE DESIGNED ROW LANDCAPING /GRASS 5 , 567 0 , 13 NA \\ �
AND INSTALLED TO PREVENT OFF - SITE GLARE AND SHALL CONFORM TO WELD COUNTY CODE .
TOTAL CONCRETE WALKS /PANS /APRONS 4 , 398 2 . 05 0 . 10
5. THE ACCESS SHOWN ON THIS PLAN ARE CONCEPTUAL ONLY. APPROVAL OF THIS CONCEPT PLAN DOES NOT INDICATE APPROVAL OF AN TOTAL AREA 174 , 240 4 . 00 100 . 00 >-
ACCESS. ACCESS LOCATION AND TYPE TO WELD COUNTY ROAD 7 MUST BE APPROVED BY TOWN OF ERIE , COLORADO. z
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6. USES ON THIS PROPERTY WILL COMPLY WITH WELD COUNTY'S NOISE ORDINANCE . PARKING SPACES : � N
45 REGULAR SPACES
7. ANY REQUIRED RIGHT - OF - WAY WILL BE DEDICATED AT TIME OF PLAT. THERE IS A 40' ANTICIPATED ADDITIONAL RIGHT- OF - WAY PLANNED 2 ADA/ HANDICAP SPACES ( 2 VAN ACCESSIBLE )
FOR THIS PROJECT FOR A TOTAL OF 7Ot FROM THE SECTIONLINE . 0 w
$. ALL PROPOSED UTILITIES ARE SUBJECT TO CHANGE BASED ON THE FINAL SITE CONFIGURATION . < Z `C
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9. ALL EXISTING STRUCTURES ON - SITE ARE TO BE REMOVED .
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10. PRELIMINARY CONCEPT SHOWS PROPOSED LAYOUT. THIS IS SUBJECT TO CHANGE AS THE DESIGN ADVANCES. .
11 . PROPERTY IS LOCATED IN UNSHADED FLOOD ZONE X ( AREAS DETERMINED TO BE OUTSIDE THE 0. 2 % CHANCE FLOODPLAIN ) PER FIRM MAP
NUMBER O8O13C0269J WITH A REVISION DATE OF 12 /18/2O12 .
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12 . ARTERIAL AND COLLECTOR RIGHTS - OF - WAY SHALL BE DEDICATED TO THE TOWN OF ERIE AT THE TIME OF FINAL PLATTING AND SHALL BE � �, ,
CONSTRUCTED BY THE DEVELOPER ACCORDING TO TOWN ' S LANDSCAPE REGULATIONS REQUIREMENTS IN EFFECT AT THE TIME OF > �
CONSTRUCTION . M
13. LANDSCAPING REQUIREMENTS WILL BE SATISFIED PER WELD COUNTY & TOWN OF ERIE CODES, REGULATIONS AND REQUIREMENTS. BUFFER W
AREAS ARE BEING PROPOSED ALONG WELD COUNTY ROAD 7 OF THE DEVELOPMENT. I—
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14 . THE RTD BUS ROUTE _ _: LONGMONT/EAST BOULDERfCU GOES THROUGH WELD COUNTY ROAD 7 IN FRONT OF THIS PROPERTY. L. N
15. ALL OF PROPOSED DRAINAGE FACILITIES ON THE SITE ( STORM SEWER , STORM INLETS, CONCRETE PANS) INCLUDING DETENTION /WC) POND, - w z
OUTLET STRUCTURE , OUTLET PIPE AND STORM SEWER PIPES WILL BE OWNED AND MAINTAINED BY THE PROPERTY OWNER. I I I 0 �
16 . THIS DEVELOPMENT SHALL COMPLY WITH ALL APPLICABLE DEVELOPMENT CODE REQUIREMENTS OF WELD COUNTY, CO.
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17 . PROPERTY OWNER SHALL PERFORM ALL MAINTENANCE FOR THE LANDSCAPE AND IRRIGATION SYSTEM AS REQUIRED TO KEEP ALL PLANT 7 � � et
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MATERIALS IN HEALTH CONDITION � w 0
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18. THIS USR PLAN WILL BE BUILT IN 2 PHASES: I _iis.
18. 1 . PHASE 1 SHALL BE THE MAINTENACE FACILITY, 2 ENTRYWAYS, GRAVEL STORAGE YARD, FUELING STATION , TRASH ENCLOSURE , AND 7P `z o
DETENTIOD/WATER f WATER QUALITY POND. w z
18. 2 . PHASE 2 SHALL BE THE FUTURE FIRESTATION #9 FACILITY AND ADDITIONAL PARKING AND LANDSCAPING N p
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19 . THE MAINTENACE BUILDING/SHOP WILL BE USED FOR THE REPAIR & MAINTENACE OF THE FIRE DISTRICT'S VEHICLES FROM OTHER � m
FACILITIES AND /OR STATIONS. L'J
2O. THE FUTURE FIRE STATION #9 WILL BE USED TO HOUSE THE CURRENT SHIFT OF FIREFIGHTERS, TRUCKS & PERSONAL FIRE - FIGHTING SHEET NO
EQUIPMENT.
PRELIMINARY 1 OF 6
THIS DRAWING IS UNCHECKED
NOT FOR CONSTRUCTION
MOUNTAIN VIEW FIRE MAINTENANCE FACILITY
USE BY SPECIAL REVIEW ( USR ) MAP
TOWN OF ERIE ) WELD COUNTY COLORADO
LEGEND
es PROPOSED WATER , E TER
FIGURE IS : STREET DESIGN STANDARD - PRINCIPAL ARTERIAL ADJACENT OWNER :
S1MPLLT , LISA DENNIS etPROPOSED ELECTRIC METER
LANES WITH MEDIAN ) LOT 1
® PROP . ELECTRIC TRANSFORMER
i r i t\ L TREATMENT
SUBDIVISION EX NO . 664
EX. 156 CMP REC . NO . 2572552 ii PROP . ELEC . JUNCTION BOX
100 ' MII4 SMACK FROM CENTERLINEPROPOSED r'''
FL 507. ADJACENT OWNER :
co
ANADARKO EStP COMPANY P
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�- OPPROP , LIGHT ON POLE
' R. O. W. ; I j LOT
. LANDSCAPEDS APE t I = - } _ } r Ex DR4Ii4 AND SUBDIVISION EX NO 956 8T PROP . FIBER OPTIC FED
1 1 1 ;, rti i f 1'7 Tl1.Ir M EASEMENT 1 WEIR FLOW ENERGY DISSAPATION TIC I BASIN :Ir TRANSFORMER
BUFFER AND BUFFER AND 1 �,r I - I REC . NO 3581999 UTILITY EA ERIE UTILITY EASEMENT I a e; 1 FOR THE BENEFIT 1 WITH GROUTED TYPE RIPRAP
F r a PLC 4/0 2572552 CONTAINS 71 . 90 ACRES ( + - ) PROP . 1500 GAL . SEPTIC TANK
I i I 1
�� i ‘ PLANTER
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�. PROP . LIGHT ( BLDG. MOUNTED )
MEDIAN , jl � a ; I 8 ' 13 " i i B❑ 11 a ! !t i
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or : 4° - -
4 -.- E �L 1 S ��D * � ft � I ��- '�R WEIR WALL / r.
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1 : ' 1 .5 ' J 6:57/4.-- __, '� iz:
-'` OVERFLOW WALL PROP . SITE ASHALT PAVEMEN T
r � I y' P ! . k � 7/C
',� I � '__-1� s� iJ THI ��1 1 7 `1 1 % „ I - - -- ' 127 x63 DETENSIJN WO Ce-■
. , I , } ,, --------DRAT NJ. G ALC1 --- -■m __-p,,�,
I hi p• - _ _ _ _ _ - _ - '`� - - ,�� - - POND "NO BUILD STORAGE AREA" PROP . CATCH GUTTER TTER
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I I ++ I ++ i +I I+I 1+-I ++I +1 .H1 I -I- I+► I-1-+ I+, I + �' =Y DESIGN VOLUME = 25, 063 Cu . ft
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--o SEE SHEET 4 FOR ANA INFO PROP , SPILL GUTTER
FUTURE ,, -. I43
al—Di H H Hs° FUTURE
SANITARY I III I 1 r
• PATH * PATH/ SERVICE ► 1 i + II F-I-+ F-13\f-i-+ i-I-+ +-i-h +-i V I I I 5V LAG BOLLARD ( SEE LEFT FOR DETAILS )
ULTIMATE ROADWAY �,,r ' � I _ PALE � "�+�
BI I EWA � r 1 iI
— PHASE e t -�- -t ._,I ~ 0NEB Pi PEFTY P'IN T SET
gi 1 l FL T If U UREA , _ I LEACH
��. I - - - - i - -' > PROP . PARKING SPACES
1r>f sir i '� 1 . ENTRY 1 I -[ :%. 1 I _ B3
GRAVE L
T ROWi 1 \� � � 1 y � 1r �- � ��- t ��� � � .17rR� �� ---r � -ter LI
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U U EF INV= i � ° SIGN I 1 , � � � � --� STORAGE
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3 , �Q I I 1 �f + .. ... °, YARD 40 SOIL SURVEY SOIL TYP ct
IV T. S. I I � , ; I 50 LF - ', 'WATE ` 1 4r5 ELEC. BA I 1 9
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FIGURE 22 : DESIGN STANDARD ARTERIAL LANES) , . � {+�1- , - :�; RD - : HIGH FENCE
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I I PHA III�I —_,•�; 1 ./. TRAFFIC FLOW ARROW dz
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RF� LC CATS I J <=I ! I ASPHALT _ !, z - Illis` t ea- . , 1 it x20 FUEL STATION :
P }' E R 1 1 - - a. -- 40 , .11/4 DGD GAL ,
I I I ► 1 I PAVEMENT
E N T t :�c ��_3PALE ;.I 1Xl ,12)cl ; — IDE — , �° % c~v - J, I +GN 4 ' x3 CONC■ PAD
HSETU C F O P .► Pt ED1 E 1TERLII <=i -
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PROP. 1 I I ` çI 3 - SLICING f � I 50 .3 7 — _ __ _ c ii: , ,..,,,,
, . CULVERT ' I 0 ` I _ ! SATE :� �—�, ; �,
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, -t- � I 6 USGS SOIL SURVEY INFO : vi .—
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00 W
.BIJI Ia Ir AND BUFFER A, � D FL INV= E I lit
\ 1 M . ,, : �` - -.� i MOUNTAIN IEW FIRE NUNN SOIL CLASSIFICATION : VIC MAP UNIT NAME I 0 c.uT� L■ rY EASE ' EI T _ 1 — 1 a Ti I !IT' EA E IE I 4 j � II - ' � i , ox2 1 9 . DISTRICT 0 tag@ •-
1:= .i - B t 1 :_ FUEL TANK NUNN LOAM AT 0% TO 1 ' SLOPES WELL DRAINING
M , � A 'E '' PAVED TRAVEL E E I ., I I C" PROPOSED LOT B
I . I 1 REMOVE I ,� t HYDROLOGIC GROUP C , NO FREQUENCY OF FLOODING , NO -
LANE ONE Lo �. a E IBT■ ,
. Iiti liwi' til Ii , , , II ('1'-S rGAS/DIESEL
. r _y I , I , �. ,�/ ��, ,, (A PORTION OF LOT A ) FREQUENCY OF PO N DI N G . ` '
"THOU t. DER SHOULDER _ - ;a FENCE D FUELING AREA
RECORDED EXEMPTION • — E ` .
00 r. `� =,= f I" ' a I . --I , O `, ,, O .. LLa o <=1, , * R ae to� OO I I �' �.► i - r I ! `�4 �' - - - - - - - - - - i ' .- - - ` \I-- 42 5 ---' i NO . NUNN SOIL CLASSIFICATION : VIC MAP UNIT NAME IS o c „.
O !� �, 1 1 a' a �. 1467 - 03 - 3CIAct J .c
Z `� ,� •� ‘ , 1 � �-�''"- � ,.�. NUNN LOAM AT 1 TO 3 � SLOPES , WELL DRAINING ,
I I146:14;
Iil w ' J $ I=>F WIN \ h T I 4 HYDROLOGIC GROUP C NO FRE UENCY OF FLOODING NO C
_ o r• [ � ti I LCD L E �° C0N A N . 0 ACRES Q4
_ aII O w r (o I I r 1 94T -YP �,.. _ y -� - FREQUENCY OF PONDING . ■ _ - .
t�
r I 1 L F LirW TIcor 1 - , : � . z c� t ,�,_ .
,_ 0 � ,` ASIIIIIIHALT �k— 84 H H" 8 . -) w k\ , i II \
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- is - , , NOTES :_ 1' 1 e INAGE o o J _ _ ._ _ 'I _ _.._. _ _ _. _ _ ._ _ ._.. � _ ._ . _ _ ._.._. _ _ ._. _. _ ._.._.,_„_ , _. _„_ ._.._. _ _ ._.._ �"! J- _. _, _ ._.._. _ _ ._ _ ._.._. _, _,._.._. J ,"1 . t:,..,,:::::.?. . ti >A% > i
1 I 1 I 1 I I� ,�
{ K' 1 . SEE SHEET 3 FOR UTILITY INFORMATION NOT SHOWN I
PATH PATH/
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:::::.11 '
_ i < _, -..... z (.O i \ \ - 2 I MI .;...fz:.:: PAVEMcsNT
,. ,r ,� ON THIS SHEET E T
BIKEWAY * I E ` .AY < FUTURE 1 I I 5 SETBACK 1 \ ASPHALT , :,.: .. 0 � : N.
J
,� ' : ` - ' - m.,, ,,. , 2 . SEE SHEET 4 FOR DETAILED GRADING AND i
O SANITARY I I 1 I ti PAVEMENT .- - — CEMG 8c ,,
, _ .�
E CE i 1 i 1 �' ::` '`:: — -- — 7::-.e: DRAINAGE INFORMATION NOT SHOWN ON THIS SHEET v
# SERVICE w ,, 25 213.01 ' is. , 4 1201 `` - ' — ; 59 . 46 ' 10 .01r �' 3 . SEE SHEET 6 FOR TRAFFIC FLOW/TURN RADII
1 I F�UURE RD's BUFFER 1
f 1 ", INFORMATION .
RFC NT R TI a I 1 J .:
/� 1 . E �.
1 I I I ..f _ I1 �' I\ a, ` '. , = 4x55 ELL TRI 4r.. { ; L c ,
N . T. Q. 1 1I I `' FLOOR BERVIE - , ;:: PAVEMENT —• : \----i
(N , 0 IL 1 I 1 I . RHsE 1 i PROPOSE , fl52- —
1i I E cE O. RV ' _ _ DRAIN LINE 11 r 2 . 1 I L $? FLD
:. 0 = IN' SANITARY TARY ;,. '_ _ - _ ,
\ 6 . ,141 I , , t ip- i :: <=i a I SERVICE 44 slr—eL ' 0 \ \ � r ��s l � \ f ,/\ .'� �'\� !�\'ti �;•,\ f lam. .;m .., `':::`. f%.,4 ,\` �'.\ �I. .�.�•'
1 I h ® Y ;.r
S tia F0T ,� ! _;VP E
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r '� = - [lEE � ADJACENT OWNER :
F 0 RVC :I TRll i `;
PROP . 1 r
I a = TAI T -�' � � ANADARKO E &cP
1 _ ... ..
ROW cirri �� t� . ' = ' H P = • Y;` L,a COMPANY LP N.ti I ›- 2 I
70 ' _...s.. 1 \ jci r.,. 3. j < i
20,400 S.F. ._ __
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11 . E- ' 2 1 S ' , ` , ' ' ' - , ' � ,, \ liftL -t: • LOT A
SUBDIVISION E m
WCR ROW I � �:' �F '+
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EX . NB LANE LANDSCAPE PARKING �y + Iow, ;k H + `` �` : . NO . 956
WCR 7 BUFFER 5 I ' ti i _I — — — — ■ — — - - -:i,.; 3581999
1 I ,� # , ,� ...tl�lil��I Imp ,--rte _ . :� REC .C . N 0
1 I I - I i c"1
IIIi W1 ' r:;. ,,ire"( - CONTAINS 71 90
1 r if leicsiirrialti
I Iv' Lip, i r 14 Lx1 . 5 Wx3H \ 1 \. - u l too s, il Ill \\ i, ACRE ( + / — ) 0
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- . S�OP� t k � � I I I ENTRY \ Z � N.
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MIN I MINmAx P % I 1 Et 1 - I I SIGNy ‘ � n W: I -61h61°:
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ICS 1 ! I W, UPLIHT • \ I ` _ 1 ■ . �, __ ' ` : ,
k %, I I E Nt
BERT 1 I ' I, ICI :,; s a �0 c \, r 0 P 'VMNT 1 ,., Ns
EX . DITCH SPILL CURB NEW 3 — I I 1 ` N. 'WIRE
FES INV= 1 I a .� , I N �, N. BOLLARD ‘ 4
CONC . PAN I - . /.
4281 ' r , 1 I �' N.
. 1 PAN ( TYP)1rJ .-
i: 1 r)• >, 11 I 1 �. —�-I I-*— 5 . 0 �0__ ____.....____ ________y_.\_________________ ___ i . .�
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PROPOSED EAST SIDE OF WCR 7re cik, I PROP, ADA t e.
,i .- I ti \� �, FLOW LINE •
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N . T . I , i 1 ti :°_\ENTR2T
IPAING o--, - i=>
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di 1- Lia Ni 1 CO
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EDGE OF II \r 1 I \ ` N. PAVEMENT co
1 1 13 .
EXISTING - ---71 i •i 1 I 1 , . ,
6 It ASPHALT 1 k30. CA J 339 . 47 N O
I\ toGs " ' a ## ADJACENT OWNER .r cr 1 i eA k $ 40 . 0s' .` bil
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+ - ANADARKO �.
SCHEDULE 40 STEEL PROP. 1 I I f :, 1 , Imo_ r
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LOST A O
POST FILLED WITH CONCRETE . CULVERT 1 I r ti- I 1 ,
xHI I ti SUBDIVISIONs. NO . 956 Z
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PAINTED SAFETY YELLOW INV= 43. 74 I ! I 1 N L. J'
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} 1 I , artII �\ � *•, 1� s's 40' 80'
RESERVED 'ti; l ' EDGE OF ,
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PARKIN I }# �.' \ EXISTING I—
nca ik. \,j i \- N SCALE : 1 " = 40'
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1 :d 4: CHANNEL SLOPE TO BE 0 . 50 % MIN .
GROUND
SHEET NO
HANDICAPPED PARKING SIGN DETAIL CONCRETE BOLLARD " VERTICAL CURB SPILL PAN 43 6 " VERTICAL CURB CATCH PAN OD CONCRETE TRICKLE PAN
N . T . S . N . T . S . N . T . S . N . T . S . N . T. S .
PRELIMINARY 2 OF 6
THIS DRAWING IS UNCHECKED
NOT FOR CONSTRUCTION
MOUNTAIN VIEW FIRE MAINTENANCE FACILITY
USE BY SPECIAL REVIEW ( USR ) MAP
TOWN OF ERIE WELD COUNTY COLORADO
LEGEND
; es PROPOSED WATER , E TER
O PROPOSED ELECTRIC METER
® PROP . ELECTRIC TRANSFORMER
EX. 15 ' CMP
PROP . ELEC . JUNCTION BOX >s
fF : FL = 59 . 9
CO
. OPPROP , LIGHT ON POLE
-.• .� (K ORA/M4 AND FOT PROP . FIBER OPTIC PED /
t /RR/CATPON EASE DNT TRANSFORMER
L 8 �,� AC
`
I3 FOR TN{ ENE1�'T Or ZOT I
WATER LIVE �f RFC NO. 2572552 i P 01 PROP . 1500 GAL . SEPTIC TANK
PLANTER
I PROP . LIGHT ( BLDG. MOUNTED )
_ PROP , CATCH GUTTER
K7 --------------------- - _. -__ -.-;-�---.�_ ,:: ., :: PROP . SPILL GUTTER
1.4
e/P F -} f ` I I ^ l I I �--F I ++ i -H I+t I-H-I H-5 ++I f-f-I �-i- I-H I-H I-H I�I-� I �- I- `"
�' BOLLARD ( SEE LEFT FOR DETAILS )
FUTURE - L1 , 5 'If3 H $ _
re,'" °
2 ENTRY .,- - I .�- '" ' � NEW PROPERTY PIN TO SET
SANITARY -c - _k - - - - _I t I t r --J � .
SIGN + I t-I-F +-It i-i-F +-I-f +-i-F t1 I I I I I FIRE RISER WITH
TH POND AREA,„„■ ! _ I- .- PROPOSED WATER FITTING w /T. B ,
J w/�rI,JiPLIGHT I - I i I DOMESTIC METER
-- -1
F/O SRVC Nej I' - PHASE 2 FUTURE ES . '" ti PROPOSED WATER VALVE
EACH FLQ U URE T L - - - J LINE IN • ! - I _ I S . F . L L J PROPOSED FUTURE SANITARY SEWER TAP
v 'TRANS L _ _ 4 r E 3 85 I Jf ' ! _ IFF = 4 LPROPOSED SANITARY SEWER SERVICE.
FL INV= ��, - , �- -
39, 02 , mi
, — ` - GENERATOR ....................,....,.........,....,.... ... .L-... ....,....,.........,....,.........,....,.........,....,... EXISTING UNDERGROUND ELECTRIC ct 1- - � LF - 6 ATE G ELEC. BANK i PROPOSED ELECTRIC SERVICE /SITE
GRAVEL PROPOSED FIBER OPTIC SERVICE LINE
I ! STORAGE •
` ■ I I _ PHASE 2 LIMITS � _ ! YARD
INST i LL I RELOCATE ' ! +� r I C I
1
1 - TAP I OH POWER i I FFE = 3 . I a. i
POLE I NOTES :
1 - THRUST BLOCK - _
;- - - - SEPTIC TANK • !
1 - 6" GATE VALVE ' ! I ' ! 1 . BOTH BUILDINGS WILL HAVE A SEPTIC SYSTEM WITH LEACH FIELD ( DESIGN 0)
,. ! I ( DESIGN BY I z !
1 - $ GATE VALVE I I ! E
I _ � ! B Y OTHERS ) ,
■ I I OTHERS I a ! 10')( 20' FUEL STATION : �, o
1 ' LF OF ` O I I ! ' E S WATER MAIN IS IN WCR PROPOSED C00 PVC IS PROPOSED �- =
i 1 1 1 1 1 1 1 ' _ ,� I 1 ��� GAL, � ?
.L11J.L11�_1,11J_�.11� I L _ BLDG., t FOR THE FIRE LINE WATER MAIN TO BUILDING WITH PROPOSED 1 " COPPER `�'
PROP. 15't .��- � �` - . ��: -r:-�+ �� �� I� It+ 1-F� 1-1-1.,I-H. I�-F I++ , � � ON �0 �3� CON C. PAD -
0 O
�• I,. ; MOUNTED i DOMESTIC WATER SER VICE PER LEFT HAND WATER DISTRICT DETAIL 13 DD ,�' ' °
CP
CULVERT ... ie..;' ELIGHTTYP} ! SHOWN ON SHEET 5 . THE DIMENSIONS ON THE PROPOSED WATER MAIN ARE �I■ 70x20
•' FL INV= I FUEL �`"�` IN LINEAL FEET . •-
F t '
r 39. 84 ` LIGHT POLE 3 . SEE PHOTOMETRIC PLAN FOR LIGHT POLE DETAILS ( BY OTHERS ) . go,`'° o
I I I ti 'i I ti I I' I I I r `''f•�'-� t I GAS f DIESEL ' 2
..,, f 0* FUELING AREA . CONTRACTOR TO VERIFY SIZE LOCATIONS OF EXISTING UTILITIES PRIOR TO E ,,
t ELEC. SR1MG CONSTRUCTION . %s
// A
- ! - - - - - - - - ---_ l�_-- ---------____-- 13— DD 5 . ALL SERVICE MAIN DISCONNECT LEVERS MUST BE ON THE EXTERIOR OF THE �,, a
0 2
i ,r~ BUILDING PER COUNTY REQUIREMENTS ,
5 ELECTRIC METER MUST HAVE BYPASS LEVER . p C
:r ' TYP
P _ W "\j
T r; / 19 • LF - 6 ' ' WATER I ,.,r BLDG■
r _ ' R w /DOMESTIC �': �,:.
I L . �� ' : : ,,� :- MOUNTED
I ' .. � METER DOMESTIC SERVICE :, r;" LIGH T T 'P
;,,,,„ _ CONNEC ION FOR FIREHO __. ......,. >rn .
:e.: . SAN . SEWER : :
0 f I CLEANOUT
INSTALL I ,; ; : SEPTIC TANK '--- -.::-
1 „.. ,., S I i
U .,
- AP I I : ,�;': .�r ( DESIGN BY 6f, .
FUTURE I < �' �� RELOCATE _- •� � '�• �' '�
1 - THRUST BLOCK i ��� . OTHERS _
6" SANITARY w l FUTURE ROW i OH POWER ,;: !'_..
AN AR
1GATE 'VA.i.�VE S := ==
r -I
..... -, ., DEMO/ EL OCA TF ,4_..:.. . Ce C(j\\
1 — $" GATE 'VA EVE SERVICE 1 �,� I i POLE i' _a . v�
196 LF OF 6" C900 PVC 1 1 : .. .
{
ANADARKO POWER LINE ... .. .s.
�y * , • I AROUND SOUTH P. L . :. _ .
1 PHASE 1 1 PROPOSED -�^ •.
i 30'.231 i - : .�'
NEW EM &ET T Em BLEACH FL SANITARY : .
FOR ET , . r� / , I SERVICE ;`� ��A PHASE 1 Ate:itti'
l � { �� , 1 , l:,\� ..,\ f l\. ', '\ f1 l.,\ �'1 !'\^ � I - , .l' f•\ 'n• \ f� \ l�. '`..\ �.
.1 � as �� ',. .. /' __. l �•. '' ` .. ,. \\•� •Ve 1; ,! f _ f `.J �\�• \i f �-' \\•^� \% "\i. ,'.r \ \l � L.• .. ..'
RELOCATED - \
ANADARKO
ELEC. SRVC Ct
F/O SRVC la-
ELEC. FIDE TRU
� _ LINE IN � SRVC :.- � ��
i--1--IMAINTENANCE/
_ -, '
w/TRANS SHOP r:: : c.
fNp. 20 400 S • F • # rL .
f z
. .. - FFE = 45 . 50 r::::.y.,,
8I. . .'r —
it 'A.4'♦'Y-.
Illllu �.. . t,r•.,
LIGHT POLE �► �P w — —
' � '� t
WI cc 4111 . I z - • . 0
FOT
CC DC ZDN TRY' ii _ • w
Et I— SIGN . . 7 _ Li _ —_ _,
o in
,.....;-;.. < z c:C
! P L I 'ti! T I •
y. _ . _ —_ y �1.1�. CD
r' ! : d:A� i j :. L. z yBLDG. L._ 4 ri%
MOUNTED 1 to
'
Y�. T( TYP)
' 5 � W
FES IN = I \ 4
' •
ta EXI.. 8 " AC ' r�7
WATERLINE I I lei
I W
ENTRY/EXIT I 0 Li
re, i el <
EDGE OFye
r {, i x 11
ameertiell1a ' i E E e I c ,........1 * tin
A SSPHAL T ► I E E
E E —E —E E E E E E
V:, \i— RELOCATE ANADARKO
PROP. 15" I.J.J
,>/-i POWER LINE Z
CULVERT
I - PROVIDE ELEC <
.Pw,,�'rFES I TO PUMP PIT I_i_
N 'V= 7 3. 7 4 I C_
II
t
.//)......L.....:DGE OF
ASPHALT
SCALE: = 440T Li D D
io
> < t
0
Li 0
7 <
ILI et
LLs J
LL.I 0
7P < 0
o
WI Z
CL
0
0 ›—C
I—
O
LIB
V)
D
SHEET NO
PRELIMINARY 3 OF 6
THIS DRAWING IS UNCHECKED
NOT FOR CONSTRUCTION
1 ;
MOUNTAIN VIEW FIRE MAINTENANCE FACILITY
USE BY SPECIAL REVIEW ( USR ) MAP
TOWN OF ERIE , WELD COUNTY, COLORADO
•
EX. 15 # CMP
fir/
J FL = 5037 9 I DRAINAGE LEGEND1 ' � ,,
I
{ 1
I 5 i 1
I I .
r ; BASIN OR SUB - BASIN I /11 ; C VALUE 10- YR STORM
I I Q � 'L , !
1 k
r ; , . 45
�' ! 13 . D CO
65
1 I I ' C VALUE 100- YR STORM
I
t
t 1 ; /
AREA
I I I ! 1 C — YEAR WSE ( ACRES) 1
1 I �-: i ce.. '�* ; TOP DF �TEIR WALL = 42. 31 DESIGN POINT
i t5 I � II* * - 13 ; ° : 11 ` 3 09
ir t1Yf '' MEP
_
`!• • � ��r '� I T - 5038 'ter �..7 - ,--_-- tin 4 UP I I �\'� }�� �
- --- - - - - - - - - - 042 . 31 tSE— _ 5040 rte. _ — �►,a�r,n y ",
i 1 f �_ - - - -� - -- n � — 5040 r C BASIN LIMIT
l 1 I I 425042 --- 142 . 31 WS '�
i J —_ WALE c _ ,fy I_ Q,
I -! I _., -Crle- 4 5040 I r . 4. I. EXISTING STI N G CONTOUR MAJOR
1 �,, I 14LI_
i:
: , I ++ = I �+ I -+i �+ + I jam.• L....,
J - 1 - cw EXISTING CONTOUR MINOR
1ro r " ; I \ , 1- I DETENTION PONDe„,_,.-co--6+ o I
: / , rict \ . -- + VOL REVD: 25, 063 cu , fT ,- "' ' `r'
1I � , �5042 . 31 'SSE -� ,N.
VOL. PROF D': -- u . f "` `r PROROSED CONTOUR MAJOR
• 1 I ± I I I H 4. I-I H -F I-I + 1 + H I I I � --- o
Jam'
• • I I 1 4 , - U
I 4c4 `1 • < f - 'tij in
_ ,_ •tip}%i I 2 R y• I 4 _ Ir
5043 I T R Fr •1 I 5037 0
1 — PROPOSED CONTOUR MINOR
E C/FG= 36, 46 EDFD i t I 770 . Fly '� 5039
TOW= 4 . 31 , THEN \ i I _ 4 : 1 i I �~ - - 0 PROP , CATCH GUTTER
■ PIPE INV AT •
! 1Ct
�'` - 385 1' - 5041
TAPER AT 1 , x. 1 TO I I - - - - -.- 0
WALL = 3 • i I ; 1 1 - LAK 8 . 009
10'9LS PROP . SPILL GUTTER
EXISTING GRADE = , DO I I, �� _ .., .�„ . . ,�
BOW= 3 , DO I8 1 i E I i \ „ ■ r ,yyy1:3 I0 t ,
�� . 44 - -'• r� DRAINAGE FLOW ARROW
03 .L.,=:-.:,,,__„:"
- r, --, , ---1.,,__, = r,-.,.. Ai. , I f l ' 1 . 5th 4 ' 411 - N ; , ,
LulI t -ff I'I f•f /!` I L I L-Fj I_' - I_ - l•. L�_L� I _
.,-,--iii,,,‘_r _r (-_-?.:.____:; ,-,--__--.7.:. . ) . .m._:-)„.-;r'- - `_ •_- rt-=ti p ` : I I /. * ------ - j - 1 I I. I-H- - rd...iI I - , \ lit HH-4 _ ' - ,,�i' , 5 ;,,
[��/ _ I y y / W �1 J}�! II
A ll _ - ,: 1 ' L,._�, 1 u 1 R 4 k {' - _ Jr ! f L-'1 .
..� i r- I /
.� =. /ri/�j. f — ; ; :AL c . . . i,; 2* OR Si O)
- ti F 1 II A PHA MIT I -ei• a ..., O 1 r_ i_l_ cL,,-__L-;-1_-_-)c\-?Tacrat46-77:-6:11 *C57:611. eLt
___()_()_<, ,_/ ..s. .. .).__,:, .)--
:'''' ‘7 7 - ' ' \ - ' . - //\-- .7:-Cr i
IX a 0 \A- Filis COr, Ciec., 1.O
,�r� C ,_16
4/ it 1 4IIIIIDI \\\ +�y sE
•
A
■ tl. IR
-t�. - ; -.,1. - - . .l::i CAH_ { "-_ ; i'' .�4" - •___ - i i 141 _. 51
I - FFE = 4315 �,,{�• ' -c' , 'l ► L/ .. ' 1 R 1 . �—j
--5042 .
} '�} +may
—:I rti ; i t ' J I -'� l- ri-
f -f I '
I I '. I 'Lf: ; f ! 1 ' - O9---- --.._
+ 'a I •Ii, �� — I P _ +. i L A2 18 ■
VT f,; J''� arir i 7:,,..-----!.:
r —, , f� f }\, • / ` B v - �� '.—/ J ` f •'�� '�•'•u o •b 4 o d tr o a • - b, o- b d •, • - b 8'•seb, "y-flit ,` i I � r /` ' f"� I L �j _- •t '�•,•_ �4�, ;�1 •I ~+,' ,,,4 o e .•, e , ft o
j� i/M�' /•�r$in fti. 0 c, to 5..
_ iI
65 _ �} lPAN TAI
,� ,YEAR WS iict III . 1 A.1 I I \ I73 I ��, ` '
..;
+! P F E I R SAL L x41 . 31 /2
► } 7, !
11 j"�� i " f, -` I C �., -
�7 r 1 y c y��+4 iii06" PVC STORM SEWER
- ' �'
ail
/H ,. {, i tic I I El > III I 'I I I ti I i ''`• . , ,ter
-- 1 0— — _ — �` , r ° I r• I! 1 i Q, ,I�'Imo, Wt — —� I -≥--I- I -i--I- I -t-I- I -H- I --I I�-�'I I I I i p� I �, _ KIll
I in
' > ,
�-, i T � n 1 w' i 1 1 j a ti ._-- - `TIT'
` 'a = r P. -/��} '�.y •
y� I r �1 in
4
I - .- i D:• ; I + I .� tail. "s u r r a • K - t" I ;r` .�f ■ /91 i.R`r+'' PIPE ''' . . ,, �� , I f I - }- UPICDCONCRETEf♦'b'1_lrat ra�0- r' -- yam- E FG_ . 46 !
y - . -r= : I CI 40 1 0 x2011O RIF
in 1I ;,r ' .=a., : ; 1 '�° �` ' -6, -- �. FUEL TANK TRICKLE PAN
N
I r i \ I •
TAPER PIPE WITH SLOPE �1 5037 i
\___ i I -L w•I , I [ E L ❑ C E D I N4� �Pr i i II � I Itiltiltil11til11tir •�
AI"TT T _ ro
- `� DIESEL� � � � � .� - - � . � •• ., � �I DDN C. PAN I � � �l 1� RI ' E � REA �D SLR E E TC '1 . � , THENVARIES SITE PLAN ) -
COVER: IN1 = I I Y� �.� • i . Rip� VI- TAPER AT 1 . '3: 1 TO � - I tx ' ( TYP) FUELING AREA 10a THICKNESS
100- YEAR WSE Tr O ' '. L * PE EXISTING GRADE = r +
f -i �. ' " 58 65 85 f . ,� 20 �, (40 ' MINIMUM
T 'HEIR WALL = 41 , 31
R • T : G IO BOW= 35. DD / ' \ I - 1 —.� -Alla__--\- -- , - ,, 42 . 5 ' IWi
#: I T Y P _ --- — -- — --- �,_;. ------ ---------------- — -- — -- ---------- -- I VARIES VARIES
STRUCTURAL H ALL DESIGN ; I (� �� Ili
�
EQtJQI....0UTLET T T BY OTHERS !! ; \ \ , , , r {},• t ,- 0- t �, 1 I N r l I I ! .
I
1 In
\ ; I \ \ bt FL \ I_ °a MA . MAXSPHALT OR
.�
FC 1 `AENRGYI APATI I I I ! b N \ \ _LL ` � CONCRETE
C dx.. .
a 0 o ii if{; 9 T �P -I \ P.;: • .:`'__` \ 1 y 46 a
PAVEMENT PER
L
43 NI)- I V)
! \ I \1/4.6 -::'::2_::1-; 0 so . . ...„..'ft.C3
• , - . -, \Cl1CD
GEOTECHNICAL
II I .. = SE.C_ILQN___1_
SCALE : 10' l r I \ I ',is• : 8 x � REPORT
aC O \ _ : , ▪ = RIB ISLES
•
VOLUMEAVAILABLE -Mainrco• 050 a N
\ Lio
ct 3.
. . S.
_____
Elevation h Acoi ot+ orn nod Side Notes ;fr694S :
' llsc. ': . .. . dr o
• 1 1r ,, 1 : ; CI r° 1 I L JM1Vii j , . . ` *4 ,0:1,,-..„."...:,..1.-.....t...1,1..:Ii...:...1.2....:illi
• . I... +� ,,ft sf I• f c ft l p e ti
� IA5036. 68 .1/2„.
- - - bottom of pond i i -� - _Iz
7
• IQ , 8 5.011 ` , .▪ ' A -- .__, , *�.
' O . I , ' - 0 . 01 : 1 n 11 I a IUT R' R❑ 2❑ I ,L ~,- . 4 f l �.UFFER - tiw : 120E� 10 .01 �' ,.I - A .. 1.'5038 1 3 ,691 2 , 892 3 , 283 0 . 08 3■ 1 on gill sides I ,,� I ► �, -\I bt - - - - � � l • = �:: =r � EROSION CONTROL LEGEND
5039 1 +:f62 4191 4y �. 19 09 3:1 on all 4+4.�1 S7 i I } ell \ .`I a ▪ r t4} 1
r 5
III
-- I. I f/ i tin
5' O I 505 4 562 5 , 026 0 , 12 3 : 1 on all sides I I =
r •
I ; I I SF SILT FENCE
O. 1 I 61721 5, 505 , 103 0 . 14 - 1 on all sides 1 1 ' . 1 31 . . - 79 :,
1 '
5042 1 V)
8 ,84 , 1 1 84 0 . 18 3 : 1 on all sides 111 L �- - - - - � , . 1-
*-,' t▪ 11• _' - !
= � .. :_ Z
5042. 31 !a � 1 `" 14 0 . 07 rI + tl0r� 0 CID
+ I ,r o°` • ▪ '� FillaLli �, , Y ., ; CURB SIs/IMM . total Vol. Io1� freeboard at 5� 4Tr-
IIx
_- .` ,gal,
1j'1 '
I I + m ii u0
x.• i r
04
29
1e 'ax size 1! ° �f freeboardt lr t ; I .ms`s r� f 6. . ..
I 3.89 I Y SIRE - VTC 'EHI �CLE TRAGhCIN�G �CNTRC�L
• 1rI
; i a
. MAINT • ,. . N
Ie 1 t ._ , , Y
; II: ;' 1
fI J/ `. r -', IN T PROTECTION
DETERMINE 100-YR V EL B'" INTERPOLATION : II ���// _ S.:; ' 7 _0HP yr {yjIP LEV
O' L RED ' D 0. 575 AC- FT 25 D4I7 cu. ft I I 9 W. �• ' � ., ' . F . I � ..�! II
r ▪ I L �'Y'.
= 45 50 , co
�, ti . . . . \ —I
�� I I �..:--tY 4
,, I .. ._ ,: • .
! i j 0 I s I � I ,,,,, FFE -▪ - '1, GIN CRE TEtA1SHI T Cc..1:1..:.
ELE , : 'OLUME
LO
I Z
I I ila-
‘ i 6041 18 , 859 !
- - - .
! 1 \ I 7 - - - - mess" - - - - - - - .` �.�
' �+' � • ICI '4�M ' E L T �1 �I - ia
I I Illli iiil���lnil , •..�, �▪ .:. 0 P' ou TLE T PROTE CTiON
1 I Ir
' 1523 I : w�� .�,�, �`
2
A
I Nix- \ Ill = r 100 Tan ili • : \
! v; / II i VA/ i \ O .. .. . .0 .., .
. v , \ t
! sill... I
lill 7i I y i \ (" I
• �' Vii'- bk I -. 0 •i ' - I , � �. b L SEDIMENT CONTROL LOGS (..—)
i I -
=I i 1 \ -J ., le 6: 7_ : _,,,c . _ _ .,._.?.:::. „„., O •
! I -co Cs) i i i ger Z e 5 e el 1:1# I LLI
P ,1 b 5, GIP -1 • .' F. 4 i AN' , , - ,, if bc —) <
--‘,„
! V \ et) N -3 4 y i .,
N CI
! it/
I e 0 'fix- h � in04 - _ , : ,t , I iA., Is 4) 11 I
0 i—
! Ile II ' vci ic) iil 12,5. 0 '1/2 LI- 1 \ Sisset> Ill
brAill lier N
! / (V Pe I \ \ Q--(1/. it N
! l q-- \ PP t) -.,.. Cne dprr A in( 0 D
! \ Nf \ \ ilDeb bt -
! I \ il tx. 'fr1/2.,, 41_ SE
tiksai 41.
: \ 0 . V * <0 15?' Lic?
! 1 i i It ci" \ tx43 tic - N \• I 1 - be lx i
r 0
-
: at
I / /; \ b e - I \ LEI
*3 ce
! / ..p_ la.
INOTES *
CD
1 •'� I I 1 y �tiN. ' . 0 (II% N
1 . THE REQUIRED DETENTION VOLUME FOR THE 100 YEAR STORM IS Ili
\ c 1DO OU . FT.
I r I 4� 5045 ' `" �```- . N t _ L� (,)
y I ,� , m 2 . ALL ELEVATIONS ARE TO FLOWLINE UNLESS OTHERWISE SPECIFIED ..
1l a I ' I 1 /�__j r I \ ` % l- 3f, . 0 ' a- 3. ALL PROPOSED CURB CHASES AND INLETS ARE IN SUMP CONDITIONS. L-
1 i . 1 I k tx . - � _� _ PEDESTRIAN WALKWAYS+ AY SHALL COMPLY WITH CURRENT ADA CODE . et 0
1 _ ..sues,
1 !
50 45 #— C
t r . 1y ,�, • 5. SLOPES IN ADA PARKING AREAS SHALL NOT EXCEED . D IN ANY Z
I 1 o -. 5044 a. .. 5043
• r -
ll �- ,� ._WI a ,i- --C .� �■ DIRECTION .
I
r
Is II 1 ! 1 � � tI i ' .r NO GRADING WILL BE ALLOWED 'WITHIN GRIP LINE OF EXISTING TREES I—
40 . E 1lot
In
:.r', . CIO - SCHEDULED TO REMAIN . CUT OF FILL NOT EXCEEDING SIX INCHES
j �` . MAY 0+ UR WITHIN THE DRIP LINE , BUT SHALL BE DONE BY HAND '
I I I lir . i•O -NN i f, I E TH OD .
� I
1 i 1 .,)/ i
i oil .
°` � - `�I>, (--.._
4� 8 . SIDEWALK AND CURB RAMPS ARE TO BE BUILT PER ADA STANDARDS,
I 1 i \ ncI k 9 . THE COUNTY HAS REVIEWED FOR CODE COMPLIANCE IN PUBLIC ROW.
l 1I ti \L ;0 IT RA IN AN IT MP IAN AR TH R P N I I ITY SHEET NO
I � � I I ,,, E D D D EDODEOO L DE E E E � BL
\ t I - t\ I 1 \ !
ii a �` 1 N ' 60' OF THE EOR .
\ I I . i ; CMS 0 \,: .. ,
0 . 41 ._ et '
" I / I 7dY
\ . 49 ,
IIIi ; '� ,� � � S' A►L' �I 30
' PRELIMINARY 4 OF 6
‘ i I \ 0 THIS DRAWING IS UNCHECKED
\ 1 I ,.:: I
Elil:T;:.: .
NOT FOR CONSTRUCTION
1 ,. 4 i
0 .
A VehicleTracking ControlSM-4 Silt Fence (SF) SC- 1 • CL
SIGN A A
tiTTirs. ) C. \--tz-3( 3Ccr, iL0—(,,, .
--vr7 ------- s- Thc._---,-----,2-7 .2- .4.42 VA
;4 )C( /Ci jr_,r— \_,_if .
3 : 1 ,\____,) C._....,,,,___40,,___< ----2.%_._//0,._. ,IpTiiM4
0,—U 01 j 0 e„, ---) Ciims D 0(.,,---„,,,,,, ,----..)?..m.7----\,.??,___ 5„./..,___\.. / ETC - It
SEDIMENTATION LOS - 1 t M IN DIAMETER
. t )6" x 1 3/4" SF. ,••
.,,,i7=---„,,x ."-..i.„ ,,,,±-1 \ ,/,:,=-Ni,„ (RECOMMENDED) WOODEN . ,0,0,
z\ 'f ° C F� POST WITH TOP . ,
85(8' MIN . --,, -,2- ----- _ A STAKE _ _
20 Foca
3: 1 'Cic
,r` . , NA'TE 90 DEGREE
SPICING S
f r EEhJTATI+ f�! THIHLeIT THESEDIMENTATION .
�..�--`;.�•----�•-�•� �L---. � SEE VEHICLE TRACKING
L 0th . t, &ssircoNsr. SILT FENCE
- rr, ,. ,,r--� --, CONTROL DETAIL FOR A LES ARE GCOTEXIILE I 1'
I .19_,-/ it 'e 11—*
DESIGN OF PAD PHYSICALLY I Mr
�
CONFINED ON ' At4r#4 / r
8. 1 \C;-)---r te: --' f ,;7 rO 6OI1I DES) \ i
1 '` SI aOTHER •50 FOO � IHa , USE T1 O ST 1 11* ' x 1 1f2 ' x SUFFCI EMT LE IDHT TO
. 9-�. 01 Si/
_ � ��J/ 1/4" (
PAVED C# 1� EMBET AT LEAST 1 " INTO BOIL AT EACH END OF LOG
- � J' �. j.---` J •yam i \\\ _.. J.--'LJ '� j cii) ''�. .a.��7�.1l1�,��i� f�. COMPACTED
aCO
- 4e * ar atar # e •
R4*tftt
JPt
7P LrAiN VIEW � , � .- Tr .Tn•. �H !rrc .4 . 'Li'L�..,.. ,. ,� ,� r s TO EACH OTHER
BERM AROUND PERIMETER L.1:474.194.77%.141,41"01711.46.
..L*.7„ �•. �•, . _ ,###ppp'- i6m�.rR - �//rr�� ry ear`�'
!1 • e4tv$tats!
■ ,8�} ■ ,y� L�.L _ r..j .� �_- ' �Cr. ttvaMa*
a3,
RES
• 7_i In. it o -1---- .ar„, REQUIRING IRI PROTE' TIptil
2-0"
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or Z
PJ�I_l " , ,,,r UNLESS OTHERWISE SPECIFIED ��� -LfTi-. � � � � � \ Q,
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I ,AI 'A'Y AT LET 1 U II
COMPACTED EMBANKMENT 8'xS' MIN. i r ,T -� � �- ,
MATERIAL, TYP. 3: 1 OR FLATTER SILT FENCE r
SIDE SLOPESR *TAIL' SHALL ALL 4 MIN SECTION A - A
OR AS REQUIRED TO MINUS ROCK
IE
CONTAIN WASTE CONCRETE Q
NON -WOVENOTEx TILE FABRIC
SECTION A t l�l SOIL AND ROCK
SEDIMENT CONTROL LOG INSTALLATION NOTES
CONCRETE WASHOUT AREA INSTALLATION NOTES UNLESS OTHERWISE SPECIFIED BY LOCAL 1 . SEE PLAN VIEW FCR
INSTALL ROCK FLUSH WITH JuRI CT�QI, USE cocci' SECT- #703. ETC • 5.11:___ _FENCE - LOCATION AND LENGTH + SEDIMENT 'CL LOG.
1 . SEE PLAN VIEW FOR LOCATIONS OF CONCRETE WASHOUT AREA ,
P BELOW PAVEMENT AGGREGATE POSTS OVERLAP 2. SEDIMENT CONTROL LOGS INDICATED ON INITIAL .S#ANP PLAN SHALL SE INSTALLED PRIOR TO ANY LANb-DIISTURBING
OR C MINUS ROCK r (MIN.) ACTIVITIES,
2. THE CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY AT Jaws NAT NO CAP'S I LI
CONCRETE PLACEMENT ON SITE. ."�' ,, - . . LJV? t
ST IN ALT Cb . 3. SEDIMENT CONTROL LOGS SHALL CONSIST laT OF STRAW, COMPOST, EXCELSIOR,I R, C R + . 3NUT FIBER.
Ct
3. VEHICLE TRACKING CONTROL IS REQUIRED AT THE ACCESS POINT. ,� ,� ,f- .,� . . *.
�. *ti* .ais 'or ISC:W h' ,��+► •�,, '�,�rsAr Jr Apr , t' e-+ 4. NOT FOR USE IN CONCENTRATED FLOW AREA. 0
'����'I�4 �' �*' �. 34�+��t�f•'�4, �-fNrikiriNcr��'w„r�'14. ski. ,�L. ��.}r� i'5y- *''y- �= ROTATE.
4. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ,V ` ►�,� • , , �i' { ' _ � .4? T XT`1L„ 5 THE SEDIMENT CONTROL L LO SHALL BE TRENCHED INTO THE GROUND A I�+i INIMUM OF r
ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE ....,:44e. _ SECOND "
WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. C dP TED SU RACJE
SECTION A POSTS SHALL JOINED i SEDIMENT 1EI�T L LOS I�IArE1TEN1At�J E TES
5. EXCAVATED MATERIAL SHALL BE UTILIZED IN PERIMETER BERM CONSTRUCTION S ■ THEN ROTAS 1 tHiCKNESS OF CEOTEXPLE HAS
P1 DIRECTION SHOWN [ DRt' Eh1 BEEN EXAGG kT T'YP 14 ME SWPAP MANAGER SHALL INSPECT SEDIMENT CONTROL LOGS DAILY. DURING L �4 AND A STORM EVENT AND
CONCRETE WASHOUT AREA MAINTENANCE NOTES - INTO THE GROUND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT' AS NECESSARY.
1 . THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS E . £�EDILIEI�fi' GDUlutULA�TEC UPSTREAM OF SEaIME�1'i' hITfCIL LOGS SHALL BE REMOVED WHEN THE UPSTREAM
SEDIMENT DEPTH IS WITHIN IN 7I-E HEIGHT OF THE CREST OF 1. ■
NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. E
C 8
3
2. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED . SEDIMENT CONTROL LOG SHALL BE REMOVED AT THE END or CONSTRUCTION W ANY DISTU
RBED U.JRBED AREA EXISTS AFTER ■ _
OF AT AN APPROVED WASTE SITE. VI C - 1 1 + AGGREGATE VEHICLE TRACKING CONTROL I REMOVAL, IT SHALL BE COVERED TCP SOIL' DRJILLSEEDEE[ ,AND IMP MULCHED OFD OTHER SE ST ILIZEL IN L Val .2
. sf-:,±iSILT � NCE A MANNER APPROVED BYT THE LOCAL ,IUII dICTI N. 00 13)
12
CP
3. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, ' P
DRILL SEED AND CRIMP MULCH OR OTHERWISE STABILIZE IN A MANNER APPROVED BY THE LOCAL 0 o ,
JURISDICTION. ` < C"U s
DETAIL BASED ON DETAILS PROVIDED BY DOUGLAS COUNTY AND CDOT to
4. INSPECT WEEKLY, DURING AND AFTER ANY STORM EVENT. . s ,. = w ra $ s C u g ,=
Rte Control District NUR C54 (1) *Ns
COUNTY T ven-bele 2Q10 10 Ud all Drainage alit Flood. Control District �'T '-- 1 ovelt er 2010 U •banDia toga and d F bod Control District Gt SF-.3 Drainage Criteria Manuel (W.3) SEDIMENT CONTROL ■ E .
DETAIL BASED ON DETAILS PROVIDED BY DOUGLAS CP ,Uthan � tO Y� * �'�+� Ty1`r foot _• than Storm Drainage i cric t lIr 1Vo N D 0 aseat
Urban Drainage and Figure C3-2
Flood Control DistrictOil)Drainage Criteria Manual (V.3) CONCRETE WASHOUT AREA ■
LU -7:% . N,
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F--` I% ' E CC •,a t•. E'er- TI ,e _ _ no` � h. LE EY."2 TYPE'.. i >v. • >�- PR H" " ZOT IETE� S I
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ST . VRAIN SANITATION DISTRICT
L.1"1/2. s
MONITORING MANHOLE MONITORING MANHOLE DETAIL , ,
-, ASTM C - 478 TOP VIEW DIAGRAMS
w
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TO FIRE SPFa' I '4- LER r .vf.` TE4 10"NCRETE SURROUND
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I CLEAN SURFACE �r - . :, °•+!3 . . :.�_. ..• • , ,::.
25 PIPE DIAMETERS M INI MU
26' DIA. MANHOLE RING & CO TO BE SET - `° OR B'° RING . : 4;k:•A,' . .1 - 1. : NO SCALE,r'`PICTORIAL ONLY -: ,st • °
1 1 /4" to 1 /2" BELOW FINISHED ASPHALT PAVEIAENT. Y'.•=': •'''• •:t •;:i.'. ...6 ....
- ■ . ® • 1� ALL COVERS MUST BE LIFT SOCKET STYLE. CONCRETE cif.:; A� . -.. .. _+
— . ITT ti° > �. '� • •;:t.. .?-i4',;•.)::.'•.• . . . "',' ;'.14 ; "4-4;-/-,....:
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4f ., ' �, - -, .:, F PAVEMENT—..-- — - - - - �, 1. I �� ■� ,. DIMENSION! FLOW FLOW
-�,,. A� ' EI � I�•.�LO► I • �� E. I1�• • ,!E� �,. E �, , ., .r�, , ,LVARIES
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GATE VALVE EACH SECTION SET WITH
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g
MASTIC CONCRETE SEALANT. CONCRETE OR CAST IRON GRADE RINGS THERE SHALL NOT BE ANY
CORPSTOP ' i_. .-: .IF I.-IN a�--i' La eT" 4:5'5 C f>� E E Sie ' c (4"6+1IN, 12" MAX.) TO GRADE AS REQUIRE[?, EPDXY
� SEALED INSIDE. MASTIC SEAL BET'W'EEN. NO GROUT. BENDS, DROP MANHOLE FLOW
{{ JUNCTIONS, CHANGES IN PIPE Li
• ::191 ':"-
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Q l
"� • s `� _ DIAGRAM " A" DIAMETER, ETC. , WITHIN 25 PIPE
TEE . 'P' ICI"�� ' " I•-1 I1 L COMPACT B iCKFILL TO MINI. 95% DIAMETERS METERS UPSTREAM OR
is
a. a -c
_. �' �� a -,: ._= -�-,, ,' � -ee ,� t DECO 20 OR EQUAL DAMP PROOFING
r m STANDARD PROCTER DOWNSTREAM OF THE MANHOLE
PER AASHTO T-99 '
� �. � � ,�y -lT1 -a� I� , ,�� �t+� . �. ��s � r E E TN - �� E II` E - - ,:
1 ' �� 1 LIFTS MAX. :,
N \# < ' OJT
b_ -I
_ TEE , I _ F a LADDER INCORRECT 0.
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_ =i•� _ _ -�y _ _ - .,>c, -: {; RUNGS 12" — 15" O.L'. +,�`— IN
C
e
\ : . DOUBLE THICKNESSrRAIGHT 'VERTICAL ALIGNMENT WITH MANHOLE INSTALLATION DIAGRAM f.�.�
' I 1 LLI
. ' - ��; o ,r: NO GALE , PICTORIAL IAL ONLY '
TEE WATERSTOP GASKET HAND PLACED & • PRECAST CONCRETE
` - MANHOLE SECTIONS 5* THICK MIN. FOR 48" MH D
AROUND PIPES TYP �. SHAPED CONCRETE :,M: AND 6" THICK MIN. FOR GREATER THAN 48" MH Ci
iFI `° 'ISHED GRADE I ti. ' .
i '
I i INLET PIPE
. ,� ;:� OUTLET RIPE
a—aa— aTsaigee note--,,,. FLOW FLOW C)
e _ _ _` ' IF
' ' � 4 ° II , > 0
- - t s � fly . �° �� � 1 Q- MIN. • '
- r r
DE E� , _ � _.. Pali -�T EEL , , ,,. r PRECAST
PAD TO BE,� I !� ! ; Td L� _ k! ; - rc - j, 10" 11+11 ,}. I RE:CIA,J 1 Ce
ECONNECTION 1 ' . DIAGRAM " C" i
Y _
TIE . • � � � � T� 4ICe
:a- k r-, luta iv - _ ( HIGH .T1-1 ALL THREAD PIPE
TO FULL* -F - - - - - i
WI a
_ END (I/ EG4LUGGED,, +� SUPPORT PIPING �.:A ��+ ; � TE 1 ' II 3,!/'�. to 1 1/2" Clam. Gravel � �•�+�' ��� � Et 0
Li
se
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PROFILE ELEVATION ��. eri
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- ..- > --- • -` ��?� MOTE; C13 F-
L, • g ' ` 1 �. 1 . MANHOLES SHALL DE SEALED WATERTIGHT. NO GROUT ALLOWED EXCEPT AT PIPE PENETRATIONS, MANHOLE
�e , E PTI , : AL THE. . I- -T REppoo P'. 1 I I EXTERIORS SHALL BE DAMP-PROOFED. I A� , 0 L�
T E _ ti pEFEF. T ° f Er IL 6 FOR I I RE LrE •. - Ea' Ir
- .. � � MANHOLE DROP THROUGH TO BE EQUAL TO SLOPE OF SURROUNDING PIPE. FOR FLUME INSTALLATItiNS, ,
1' 1N-hl FLUME MUST BE SET LEVEL - - D
- 1,4 " 3, MONITORING MANHOLE TO BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY, ON DISCHARGER'S PROPERTY. 4
__ L I T I T r T ` T I • Al I I i °T FR =T LI _� Tr] THE MANHOLE MUST BE SAFELY AND INDEPENDENTLY ACCESSIBLE FOR DISTRICT USE AT ALL TIMES.
- : i-I d •' ,� • , _• a-/ _ iii , NON -. FOR MANHOLE DEPTHS LESS THIAN FOUR (4) FEET FROM RIM TO TOP• 4F BENCH, VERTICAL MANHOLE
E H r.i. T.. �ae • I� � �■ , L� I E La.-.1!a �...'� '� ,"C- e� 7; . `�ce� � ef��YLI- Li SCALE: �a.� ��I '�r E. • NIDTES.
-: " BARRELS OR MINIMUM 30—INCH B'� 3D—INCH PRECAST BOX WITH PRECAST FLAT TOP SECTONS ARE REQUIRED,
.� , ,� i. Detail Numt�er. DIAGRAM "A" IS COMPATIBLE FOR THE INSTALLATION OF A FLOWMETE( O FLUME Detail Number: SHEET NO
L 41
5. DESIGN AND LOCATION <'}F MONITORING MANHOLE SUBJECT TO DISTRICT APPROVAL.
f 1 '4fl 9F'JhC i UST � E1 I_ 5 IN THE INVERT.
. : vit., ' BuRor FUR aATERLINES. 1 6
DIAGRAMS "B"a "C", rDn ARE NOT SUITABLE FOR THE INSTALLATION OF A FLOW
L ,,AFT HAND WAITE DisTEKT REVISED: 3/2015 THE MEASURING
DUE TO THE LOCATION OF THE SIDE SEWERSO A BEND IN
INVERT
REVISED: 2 } 15 PFELI M I NARY 5 OF
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THE UNDERSIGNED MAJOR PROPERTY OYNNER(5) DO HEREBY AGREE TO THE SITE SPECIFIC I -
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5 88°58' 15 " E SO.01 ' ZON NG : A ZONING : A _ —
PLANNIN & CERTIFICATION &8 1
215. 12' 55°3615"
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,'II 4 - - --L _7:7 — — ----_— — — 0 -Islam_ 5 p p 1� I I , IRR.I&ATION EASEMENT 5040 . — — — Otiallill
THIS IS TO CERTIFY THAT THE YNE1�D COUNTY PLANNING COMMISSION HAS GERT ED AND DC E5 HEREBY t, ' / ):s — — — --- -- — 04II
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1,h4 / __ 5042
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a m — — 5042 : y_ _ — �— ~ 1� � — ,—
5042 REGOMMEND TO THE BOAfi .D OE COUNTY COMMISSIONERS YNELD COUNTY GOL_ORADO FOR TS fl r+ I I j — C —_ —_ —'—cie — - ti — ~ — � � i40
CONE RMATION , APPROVAL_ AND ADOPTION THIS S TE SPEC EIC DEVELOPMENT PLAN AND USE BY SPECIAL u , ,, — .I— 5138++ I +t I f'tF Ith I Ifl H-I ,,� I iL „
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REV AS SHOYNN AND DESCRIBED THEREON THIS DAY OF 20 . I I � I I I +
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_ I LEACH EIELD 9-1 LL -I I
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SCARP OF COUNTY COMMISSIONERS F:4;
7 1 FUTURE • I I I I I I I I .�
_ I RE STATION #�{ e, • I I I I I I I I 42.5' _
IRE LIN I I I I I I I I �. YARD •I 4 .
1-1-4I5 I5 TO CERTIFY THAT THE BOARD OF COUNTY COMMISSIONERS , YNELD COUNTY, COLORADO , DC ES _ i . , I HDES I I _ t I, ��� 5 . - I I I I I I I I
ti '{ 1 1 ___
i_ 1 1 �===n-A-H-Am:ice I �• =' 1 I I I I I I I F
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CHAIR , BOARD OF COUNTY COMMISSIONERS I% ; 1 »• j
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I D II DESCRIPTION AREA (SF) AREA (AC) AREA ,/o
ATTEST: II ' 121 10 ` 20' I
II . a I +: I �-- 1 �--H I �- H I -h+ I , 4 +5 i i I I )- • 1. �. I I TOTAL MAINTENACE BUILDING (UNDER ROOF) 2O ,4OO 0 .41 11 .10
1 1 I + • f b .�
b 1 TOTAL FUTURE FIRESTATION #q (UNDER ROOF) 1,110 O .22 5.50
YNELD COUNTY CLERK. ON THE BOARD: E _ ' 1 » ` ,
11'
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)3., I - FUEL ANK - , TOTAL ASPHALT PAVEMENT FOR SITE 51,511 2 .O5 51 .37
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�t `7, Ill • . a I �— TOTAL GRAVEL/RECYCLED ASPHALT FOR SITE 10 ,321 0 .24 5 .12
BY: DATED: I � I + • A �DIESEI lig
DEPUTY CLERK TO THE BOARDI ' sa
I N SOAP AREAS (TOTAL OPEN SPACE) S� 823
FUELING AREA LAD ED EA 22 .85
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, , I I , - . DETENTION POND/GRASS 1 ,500 0 . 10 NA
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p P CONCR TE PAD 4
-x O ' CURB PLOW (TYP.) 1 -CO PLANTING AREA AT BOUNDARY 15 ,625 0 . 50 NA
al tli 0 I I ASPHALT
i- • - I -1 ' ROY'1 LANDCAPING/GRASS 5 ,561 0 . 13 NA
Li MI Z ' 1‘111 TOTAL CONCRETE YNALKS/PANS/APRONS SKIS 2 .O5
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1• TOTAL AREA 114 ,240 4.00 100 .00
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D- I I REGULAR SPACES 21 51
< i „i 15' SETBACK Cell SUNTAIN VIEJAI I - E I AD /IRANI I CAP SPACES (VAN ACCESS IBL.E) 2 3
10' 25' I 5TR SGT s TOTAL 21 40
Ili I 10'
RCYIEMEIVT SUTURE RC.�J1 BUFFER 85' 120' ai.a' 10'
qa WDESCRIPTION,� S5 I � 1 •
E.X. N.0101I r j:
13. 1 I I I 1 PHASE RECORDED EXEMPTION NO . 1461-03-3 REGX11-0184 PORTION OF THE YNEST 1 /2
• r- s I SOUTH/NEST 1 /4 OF SECTION 5 , 1-1N , RSSYN, OF THE STH P .M . YNELD COUNTY, COLORADO .
24.1 ' i I PHAs O 4, EIRE TRUCK
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Z ' ET PI �' d SH'Sf/ OFFICES i._
-,„ g - E E ALE 20400 S. F . 1
tb E T #f# ESE — ,� ELE ELE [LE ELE SOILS REPORT: PL 1 .O COVER SHEET
ri z FOT o Gil THOMPSON
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L I I ASPHALT PL1 . 1 PHASE I SITE PLAN
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° d ANADARKO ESP JOB # 231 -1 PL1 .5 PHASE 14 II LANDSCAPE PLAN
COMPANY LP
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LOT SURVEY: D PL1 .4 LANDSCAPE DETAILS
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C L JOB # 201 10811TOP
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I GENERAL NOTES
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INCLUDED N THIS PHASE OF CONSTRUCTION
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DOYNN DIRECTIONAL 4 DESIGNED FOR NO "OFF—SITE" TRESPASS .
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' E E E E E 1 E E E E E - - - - to) 1. REF : CIVIL PLANS FOR ALL UTILITIES, DRAINAGE, OTHER
ve UTILITY EAEMNT - - -
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6O HANDICAP PA ',KIN& STALL TP TELEPHONE PAD PHASE I SITE FLAN INELP COUNTY , ERIE ,
MOUNTAIN VIEAI FIRE RESCUE
R RAMP T TRASH ENCLOSURE 3561 STAGECOACH RD. N. P11 . 1
LONGMONT, CO S0504
BP BARRIER POST W YNATER a � ��2.0�10
NORTH {; :.. �- 160 PALMER DRIVE DATE
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a LL04. S0525
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1 1 PAVEMENT Id
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, 1 a , • fi DESCRIPTION AREA (SF) AREA (AC) AREA %
C _ II I Mill 1
1 1 I • f 1 A f • �'
�- ' 4 I - 10x20 TOTAL MAINTENACE BUILDING (UNDER ROOF) 20 ,400 0 .41 1110
sit L - s i-- FUEL 1 141‹ • /
III
3 I s # 5 . 60
CI pi E I.
a 1 TOTAL FUTURE FIRESTATION (UNDER ROOF) 1,110 0 .22
it i • • E a jEt
l I ai S, t ti • a AS/DtEsaL j TOTAL ASPHALT PAVEMENT FOR SITE 61,511 2 .05 51 .31
1 I (TYR II 'c , FUELING AREA ' I
I 0 TOTAL GRAVEL/RECYCLED ASPHALT FOR SITE 10 ,321 0 .24 5 .12
1 t I I-
Q Cyr)
a I
I LANDSCAPED AREAS (TOTAL OPEN SPACE) 311,626 0 .11 22 .S5
Z CII - - - _ - -� - - - 1 tau
_ , _I.�. GONG. TE PAP 4 I DETENTION POND/GRASS 1 ,500 0 . 10 NA
0 I CURB FLOY4 CTIF.) 'ICI
111 111 I i () ASPHALT PLANTING AREA IN ISLAND ALONG Y'ICR 1 11 , 134 0 . 31 NA
14
us i 9
_ I 111.1.1
0 I O PLANTING AREA AT BOUNDARY 15 ,625 0 . 50 NA
I z NW=
iMillil 0
, FIRE LINE -gal '� I O ROY'` LANDCAPING/GRASS 5 ,561 0. 13 NA
0
al I +-0 TOTAL CONCRETE YNALKS/PAN S/APRON S 4,3g& 2 .05 0 . 10
iii a 1 1
°
E t I I s -0 0 I I TOTAL AREA 114 ,240 4 .00 100 .00
I
1 L
!� I ZONING : A
I ° . a d I PARKING SPACES : PHASE I PHASE II
., a5 SETBACK M NTAIN EYN I E
�" I I REGULAR SPACES 21 31
FIST'S CT �' ADA/HANDICAP SPACES (VAN ACCESSIBLE) 3
7O �S I 70' 25' . I 2
ROYV - EMIENT FUTURE i .OA BUFFER 85' 120' 51.5'
1C '
TOTAL 21 4O
qO1 Lu soil!
, N I 1
i
, , b 115.c1' I II 120 ILEGAL
Q { PHASE •
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24. 1 ' I � 1 I0 •, FIRE TRUCK ° I RECORDED EXEMPTION NO . 1461-OS-- RECX 11-01 S4 PORTION OF THE NEST 1 /2
0 I , in
LL C FLD j ,N•so , ,� 6 S ASPHALT I SOUTHYNEST 1 /4 OF SECTION 3 , T1N , R68Y'N, OF THE STH P .M . YNELD COUNTY, COLORADO .
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II_0 I d ° SOILS REPORT: PL.1 .0 COVER SHEET
j rn in ° CTL THOMPSON
6 .1 Ill e ° PL 1 . 1 PHASE I SITE PLAN
ANADARKOJe ilii . a ESP CIVIL ENGINEERING :
• ROCKY R DGE CIVIL ENGINEERING PL1 .2 PHASE II SITE PLAN
I siN:Nts. { �• COMPANY LP FEBRUARY 14, 2018
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rt• LOT A JOB # 231 -1 PL 1 .5 PHASE 14 II LANDSCAPE PLAN
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SURVEY : PL 1 .4 LANDSCAPE DETAI L.S
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I - I DECEMBER 1 cf,I2011
'` ,4 I JOB 20170 17TOP
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GENERALNOTES
Fri I d
a lid
d � J.
M • Ii
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01 a
4 • : s .„ �• ° 1 . DASHED L NES REPRESENT EXIST NG OR FUTURE MPROVEMENTS NOT TO BE
I .�� • * INCLUDED IN TH 5 PHASE OF CONSTRUCTION
r qv
TYF' • EG 2 . ALL NEIN EXTERIOR SITE AND BUILDING LIGHTING SHALL CONFORM TO COUNTY
C - , • i* 1 ' STANDARDS TO NCLUDE FULL CUT—OFF LAMPS • LL EXTERIOR LIGHTING IN ILL BE
ES I6 - OYNN IR E CT ONE DESIGNED FOR NO "OFF—SITE" TR SPASS .
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REVISIONS
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PLANT DETAILS LANPSGAPE / IRRIGATION - GENERAL PLANT LIST
1 . ALL WORK SHALL CONFORM TO TOWN OF ERIE STANDARDS AND SPECIFICATIONS AND WITH THE AGGEPTED PLANS . REFER TO THESE KEY BOTANIGAL NAME COMMON NAME CHAR . Ht ./Spr . SIZE ROOT SPACING EXPOSURE
STANDARDS FOR ADDITIONAL INFORMATION AS NEEDED . A COPY OF THESE SPECIFICATIONS SHALL BE AVAILABLE ON THE WORK SITE AT DECIDUOUS SHADE TREES Fall /Spring
ALL TIMES.
STAKE DEGIPUDU5 TREES AS PER Z . THE DEVELOPER/ARGHITEGT SHALL ENSURE THAT THE IRRIGATION PLAN IS GOORP NOTED WITH PLANS DONE BY OTHERS SO THE 0 GO Geltl5 occidental ' s Western Hackberry - / - 50'/50' 2" cal . BBB see plan sun
DETAIL , INSTALL 8' STAKES OUTSIDE PROPOSED GRADING , DRAINAGE WORK, OR OTHER CONSTRUCTION DOES NOT CONFLICT NOR PRECLUDE INSTALLATION AND GTS Gleditsia tl^ IaGanth05 inermis 'Skyline ' Skyline Honel locust I / - 45'/35' 2" cal .
N OF PLANTING PIT IN UNDISTURBED MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PL.J�N .(t\IS y y y yBBB see plan sun
SOIL. USE 3 #10 TO # 12 CyUACyE 3 . STORM WATER BEST MANAGEMENT PRACTICES SHALL CONFORM TO STATE OF COLORADO REQUIREMENTS . I LL STORM 1NATER EVERGREEN TREES Fall /Spring
j GALVANIZEDGuY yvIteE, SLIGHTLYREPORTS AND REQUIRED PAPERWORK SHALLA�DHEIZE TO ALL 5T�TE OF GOLOIZI�DO REQUIREMENTS . °
3" OR LESS MORE THAN A..... STRAPS
ATTACH TD 2"CANVAS PPU Picea Pungen5 Colorado spruce-�-15720' 2" Gad . Besee plan sun
STRAPS OR aPPROVEP EQUAL 4. THE CONTRACTOR SHALL GERT �Y THAT THE GRADE IS WITHIN PLUS OR MINUS ONE-TENTH (1 /10TH} O� THE FINAL GRADING PLAN PRIOR
CALIPER 3" GALIPER�
THROUGH METAL GROMMETS. YVI7H TO COMMENCEMENT OF ANY LANDSCAPE OR IRRIGATION YNORK. DECIDUOUS SHRUBS
1/2" x 15" YVHITE PVC TUBE ON
TREE STAKING5. THE GONTRRGTOR SHALL SE RESPONSIBLE FOR ALL PERMITS , �EE5, AND LICENSES �550GIATED WITH THE WORK AS SHOWN ON THE
PLAN VIE" �i EACH n I�. PLANS . CA DK Gal^yOptel^ 15 x clandonensis 'Pk . Knight' Dk .Knight Blue Mist Spires -/dk . blue 3'/3' 5 gal . Cont . 3' o .c . sun
�� 6 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATIONS PRIOR TO ANY EXCAVATION . CO IS Gornu5 sericea ' Isanti ' Isanti Dogwood red /yl 5'/6' 5 gal . Cont . 6' o .c . sun
r. � - YVR�eP TREES TO FIRST BRANCH IF PLANTED 1 . ANY REVISION TO THE IRRIGATION PLAN SHALL BE REV IEWED POND APPROVED BY THE PARKS 4 RECREATION DIRECTOR OR DESIGNEE
PRIOR TO IMPLEMENTATION . � ORNAMENTAL TREES
IN FALL. DO NOT "Rise
IF PLANTED IN SPRING. S. THE CONTRACTOR SHALL HAVE ACCEPTED SET OF PLANS AND MUST HAVE HELP A PRE-CONSTRUCTION MEETING 1NITH THE TOWN OF ERIE MSP Malus 'Spring Snow' Spring Snow Grab Apple - / - 25'/2O' 1 .5" cal . Cont . see plan sun
,� PARKS DIVISION PRIOR TO THE COMMENCEMENT OF ANY AND ALL WORK. PGH Pyru5 Galleryana 'Chanticleer' Chanticleer Ornamental Pear - / - 35725' 1 .5" cal . Cont . See plan sun
q. THE CONTRACTOR SHALL. YVA1ZRftNTY THE WORKMANSHIP AND IRIZIGATION SYSTEM FOR A PERIOD OF TWO YEARS.
10 . DO NOT DISTURB PAVING , LIGHTING , LANDSCAPE OR IRRIGATION THAT EXISTS ADJACENT TO THE SITE UNLESS OTHERWISE NOTED ON • PERENNIALS / GROUNDGOVERS / ORNAMENTAL GRASSES
) tL=7" } SET THE UPPER MOST ROOT FLARE PLANS . GO ZA Coreopsis verticillata 'Zagreb' Zagreb Goreop5i5 18"/18" 1 gal . Cont . 18" o .c . sun
,- OF THE TREE 1 "-2" ABOVE FINISH GRADE. 11 . THE CONTRACTOR SHALI. IDENTIFY, VERIFY AND PROTECT CONTROL POINT. CONTRACTOR SHALL VERIFY LOCATION OF CONTROL POINT IB SE Iberi5 sempervirons Evergreen Gandytuft 1 � "/18" 1 gal . Cont . 15" o .c . Sun
g 1NEEKLY AND THE ORIGINAL CONDITION OF CONTROL POINT PIN SHALL SE M1�INTI�INED THROUGHOUT ENTIRE PROJECT. LOCATION AND
j � - "OOP MULCH (3" G .P .S . COORDINATES OF THE CONTROL POINT SHALL BE IDENTIFIED ON ALL PLANS AND A5-BUIL.TS .
0 p _ DEPTH x 4 DIAMETER) MSF Miscanthus Sinensis 'Silver Feather' Silver Feather Maiden Grass 5 /4 1 gal . Cont . see plan sun
YVODD MULCH NEEp5 TO 12 . THE IRRIGATION SYSTEM SHALL BE INSTALLED AFTER SOIL PREPARATION AND PRIOR TO PLANT MATERIALS
0 - BE LEFT OPEN OR 13 . GRAPHIC SYMBOLS SHALL PRESIDE OVER WRITTEN PLANT QUANTITIES .
OAK Galamagrostis X Acutiflora Feathered Reed Grass 5 /x .5 1 gal . Cont . see plan sun
- PULLED BACK FROM THE 14. ALL TREE SPECIES SHALL BE FROM THE TOWN OF ERIE APPROVED TREE LIST. 'Karl Foerester'
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`- BASE OF THE TREE TRUNK 15 . NATIVE PLANTS SHALL BE USED IN NATIVE SEED AREAS. REFER TO STANDARDS AND SPECIFICATIONS FOR COMPLETE SPECIES LIST.
vi �� ����js �' 16 . ALL STREET TREE SPECIES AND THEIR LOCATIONS SHALL BE APPROVED BY THE PARKS 4 1ZEGREATION DIRECTOR OR DESIGNEE FOR SEED MIX 1 : UPLAND SEEPING SEED MIX 2 : DETENTION POND SEEPING
�� r / / � SAGKFILL PIT YVITH TREES PUNTED 1�DJAGENT TO RESIDENTIAL HOMES WHETHER THEY A1ZE INSTILLED BY THE DE1/EL.OPEIZ , CONTRACTOR, OR PB51 NATIVE PRAIRIE MIX DRILL SEED@15 PLS LS/ ACRE PB51 PRAIRIE YVETLANP MIX DRILL 5EED@10 PLS LB/ ACRE
/ �/ / \ j j � >�j� SPECIFIED SOIL HOMEOWNER .
� � � MIXTURE PAVNEE BUTT�5 SEED INC. * BLUE CyIZP�MP� � % • P�LK�eLI BUL12U5H 14%
� /ft >
�� 17 . NO �45H T1ZEE5 SHALL BE PL/�NTED UNDER ,ANY GIZGUMSTf4NGE5 P.D. BOX 100 ; 605 25TH 57. � gU��P.LOGRA55 10% P�N� �TTE5 SEED INC. • PRAIRIE GORDGRA55 14%
> ROUGHEN SIDES & 6R�LE1', GO SOb32 P.D. BOX 100 ; 605 25TH ST. s INDIAN GRASS 10%
/� � `� � � � \ � BOTTOM OF PLANTING • GREEN N�DLEGRP.55 20%
/��� � �� �� - _ . /�� /�� � • �� PLANT PROCEPURES CyREELEY, CO 80632 • BIG BLUE57'EM 14%
'//
\ \//// ///\/ ///\/ //\////
' � � PIT PRIOR TO 5ETTINCy 1 .800.�82.594� i 51D�OP�T5 CyRRM� �% • 'rl-IREE 5QUgRE BULLRU5H �%
\�� / � � \ � � \ • YVE5TERN YVHE?�TCyRpe55 20%
,/ � � / 1 .800.�82.5g4� s 50�'T 5'fEM BULRUSH b%
� � /� \� \/\ � � /�\ / /\, \/�\ •
1 . OPTIMUM PL�4NTING PERIODS ARE FROM M�RGH 15 TO JUNE 15 AND FROM S�PTEMSER 1 TO OCTOBER 26 . + SAND DROP5�D � % • OLN�Y'5 THREE5QUP�RE BULRUSH 6%
�� /�'�� �� �� EXISTING SUBGRAPE • MEP�DOJN SEDGE 6%
\ �� 2X ROOTBALL \Ov\v/ STORAGE • BALTIC RUSH 6%
DIAMETER REMOVE ALL TYVINE, "IRE AND TREES SHALL BE PUNTED AS SOON AS POSSIBLE . I F NOT PLANTED ON THE DAY OF DELIVERY ALL PLANTS SHALL BE PLACED IN A • POPCORN SEDGE 6%
BURLAP ETC. FROM ROOTBALL TEMPORARY NURSERY, IRRIGATED DAILY • YVERGELEAF DUCK POTATO 6%
SHADED AND PROTECTED FROM SUN OR WIND. BALLED AND BURL.APPED TREES SHALL BE HEELED IN WITHIN 24 HOURS OF DELIVERY IN A • LENS SEDGE 4%Deciduous Tree Planting Detail *GROUP 1NITH ASUITABLEr YVOOLLY GRASS 2%
MULCH MATERIAL PLACED AROUND AND BETWEEN THE SELLS SO THEY ARE COMPLETELY COVERED . NO PLANT SHALL REMAIN ON THE JOB
SITE IN TEMPORARY STORAGE FOR PLANT MATERIALS
OVER A MONTH .
EXCAVATION 1 . ALL PLANT MATERIAL SHALL COMPLY WITH THE AMERICAN STANDARD FOR NURSERY STOCK
STAKE CONIFEROUS TREES IN 3 1 . TREE PITS SHALL BE EXCAVATED A MINIMUM OF TYVO (2) TIMES GREATER THAN THE DIAMETER OF THE ROOT BALL AND SHALL BE ANSI 260 . 1 - 004.
PLACES , INSTALL 8' STAKES OUTSIDE SAUCER SHAPED. 2 . PLANTS SHALL EXHIBIT GOOD ANNUAL GROWTH AND BUDS SHALL BE PLUMP AND WELL BITTED
-3,-J-- OF PLANTING PIT IN UNDISTURBED 2 . IF TREE PITS ARE DUG UTILIZING MECHANICAL EQUIPMENT , EDGES OF PUNTING HOLE SHALL BE FLARED DOWN TO CREATE A SAUCER FOR THE SPEGIE5 . FOLIAGE SHALL BE BULL AND DISPLAY A HEALTHY AND CONSISTENT COLOR
SOIL. USE 3X10 TO n 12 OUACyE SHAPED PLATING PIT AND THE SIDES OF THE HOLE SHALL BE SGOIZED TO PREVENT GLAZING OR COMPACTION OF PLANTING HOLE. WHEN IN LEAF . EVERGREEN FOLIAGE WILL BE GOOD INTENSE COLOR .
N lite GALVANIZED GUY wiRE, SLIGHTLY* 3 . THE DIAMETER OF ALL SHRUB PLANTING PITS SHALL BE TWELVE (1Z) INCHES GREATER IN DIAMETER THAN THE DIAMETER OF THE S . PL-ANT TAGS STATING THE CORRECT PUNT NAME AND SIZE SHALL BE SECURELY ATTACHED TO
TAUT. ATTACH TO 2° CANVAS ALL PLANT MATERIALS . PLANTS SHALL BE TRUE TO THEIR NAME �5 SPECIFIED . PUNT
CONTAINER. ALL
NOT MEETING THESE ST�ND�RD5 ARE SUBJECT TO REJECTION .
STAKINGfeert-- OR APPROVED EQUAL
PLAN VIE." ) TH2OUC�H METAL. GROMMETS. 'NTH PLANTING DEPTH 4. ALL DECIDUOUS TREES SHALL BE TWO (2) INCH CALIPER OR LARGER . ALL ORNAMENTAL TREES
' 1 /2" x 15" "HirE PVC TUBE ON 1 . THE ROOT FLARE SHALL BE IDENTIFIED ON ALL TREES PRIOR TO PLANTING TO ASSURE THAT THE HOLE HAS BEEN DUG TO THE PROPER SHALL BE ONE AND A HALF (1 .5) INCH CALIPER OR LARGER . CALIPER MEASUREMENT SHALL- BE
EACH "IRE. TAKEN SIX {6} INCHES ABOVE THE ROOT FLARE IF FOUR (4) INCHES OR LESS AND TWELVE (12)
��. -J DEPTH -AND NO MORE . THE PLANTING PIT SHALL BE DEEP ENOUGH TO ALLOW FOR THE ROOT FLARE TO REMAIN TINGTWO (2) INCHES HIGHER
_ _�l � (.4 .---C"c
_ THAN THE SURROUNDING FINISH GRADE . INCHES ABOI/E THE ROOT BLARE FOR L.ARGER TREE SIZES.
��'^� 2 . SHRUB PITS SHALL BE EXCAVATED 50 THAT THE TOP OF THE BALL SHALL BE ONE (1 ) INCH ABOVE FINISH GRADE AND AMENDED AS 5. ALL EVERGREEN TREES SHALL BE A MINIMUM OF SIX (6) BEET TALL OR URGER . HEIGHT
0)—; SHOYVN ON THE PLANTING DETAIL . DIMENSIONS REFER TO THE MAIN BODY OF THE TREE, FROM THE ROOT COLLAR AND ABOVE .
i e ' 3. PERENNIAL OR GIZOUNDG01(ER PLANTS SHALL BE PLANTED ONE (1 ) INCH ABOVE FINISHED GRADE WITHIN THE AMENDED SOIL. THE 6 . SHRUBS SHALL BE FIVE (5) GALLON CONTAINERS OR LARGER .
--
CONTRACTOR SHALL INSTALL PERENNIAL. OR GROUNDG01/ER PLANTS TAKING NOTE OF REQUIRED ON CENTER SPACING AND REQUIRED 7• PERENNIALS AND GROUND-COVERS SHALL BE ONE (1 ) GALLON CONTAINER OR LARGER .
71 -- DISTANCES FROM EDGES . S . ALL TREES SHALI. BE BALLED AND BUiZLAPPED UNLESS OTHEt?, AUTHORIZED BY TOWN OF ERIE
Ili SET THE UPPER MOST ROOT FLARE
PARKS SUPERINTENDENT OR HIS DESIGNEE
� OF THE TREE 1 "-2" ABOVE FINISH GRADE. PLANTING q. ANY CHANGES IN SPECIES AND PLANT LOCATIONS SHALL BE SUBMITTED TO THE PARKS
1 J 1 . THE ROOT BALL SHALL BE PLAGED ON FIRM , UNDISTURBED SOIL IN THE PLANTING PIT TO PREVENT SETTLING . ALL PLANTS SHALL BE SUPERINTENDENT OR HIS DESIGNEE FOR REVIEW J�ND APPROYA�L . OVERALL QUI�LITY AND
� � SET PLUMB AND STRAIGHT }AND IN THE CENTER OF THE PITS AND FAGED FOR THE BEST EFFECT. DESIGN CONCEPT SHALL BE CONSISTENT WITH i�PPROVED LANDSCAPE PLAN .
Ili � / ,� 2 . ALL TWINE , ROPE , BURLAP , AND WIRE FROM ENTIRE ROOT BALL OF B1�LLED AND BURL.�PPED STOCK SHALL SE REMOVED.
� �r �.. YVOOD MULCH (3 10 . ALL NE" AND REPLACEMENT PLANT MATERIALS REQUIRE INSPECTION AND SHALL BE TAGGED
nEFT++ x 4 DIAMETER) 5. ALL CONTAINERS SHALL BE REMOVED PRIOR TO BAGiGFILLING . THIS INCLUDES ANY ORGANIC MANUFACTURED CONTAINERS . IF THE ROOT BY THE PARKS SUPERINTENDENT OR HIS DESIGNEE FOR ALL TOWN AND ERIE MAINTAINED AREAS
< r 1� � "OOP MULCH NEEDS 70 SYSTEM OF A CONTAINER GROWN PLANT HAS BECOME CONTAINER-BOUND , THE ROOTS SHALL BE GUT VERTICALLY ON A MINIMUM OF PRIOR TO PLANTING . CONTACT APPROPRIATE TOWN OF ERIE STAFF TO ARRANGE FOR
`� I �.-' TWO SIDES OF THE ROOT MASS PRIOR TO P1.�NTING .
BE LEFT OPEN ORMATERIALS TO BE TAGGED .
_,J PULLED BACK FROM THE 4. PLANTING PIT BAGKF ILL MIXTURE SHALL CONSIST OF TWO (2) PARTS OF EXCAVATED NATIVE SOIL AND ONE (1 ) PART ORGANIC SOIL 11 . PLANT MATERIALS SHALL BE LIVE , HEALTHY, VIGOROUS , STRUCTURALLY SOUND, AND FREE OF
� �,� • � f�� � � ������.Ul�n�i�r,,,,�L s�s� o� r++� r�� �rRUHK AMENDMENT DISEASE AND INSECT INFESTATIONS . PLANT MATERIALS NOT MEETING THESE STANDARDS SHALI.
// N%/4 ; / i Til 7 ,,/ ,,/� �, 5 . ALL. PLAINT TAG5 , FLJ�GGING TI�PE , LABELS , STRING , ETC. SHALL. SE REMOVED F1ZOM ALL PLAINT M/�TERIJ�L5 . BE SUBJECT TO 1ZEJEGTION AND SHAL.L BE REPLAGED .
�� c\o_11/
� eac��i�� Pir riirF+ MULCH� ��\ /\��\ � /� � )/ SPECIFIED SOIL
/ / / ��, ��\ MI�� 1 . i�LL DECIDUOUS TREES SHALL HA1(E A SOD-FREE BRSE AT LE�45T THREE (3) BEET IN DIAMETER AND EVERGREENS SHALL HAVE A
/ /�/, /� j
�/ / ;/� 50D-FREE BA5E EXTENDING TO THE DRIP LINE. MULCH 5HJ�LL BE THREE (3) INCHES DEEP J�ND 5HALL BE PLAGED TYVO (2) INCHES FORM
, � �\ \ � ROUCyHEN 5117E5 8 AND NAT MJ�KE GONTAGT WITH TREE TIZUNK5 .
/ �. � � � //���\\// / /� BOTTOM OF PLANTING 2 . GOBBLE AND WOOD MULCH SH,�LI. BE SEPARATED BY THREE-SIXTEENTHS BY SIX (3/16X6) INCH GREEN STEEL EDGING .
\ � it \ \//,\////\/://\"////\/ \ \j� � �%/ � PI7 PRIOR 70 SETTING
� '� '��j�� \/.\ .\ /\\ / �jr�j/\ �15TINCy 5USCyIZP�1�� PLANT NOTES
�\/\ � ����� \/\, 1 . ALL MATERIALS SHALL BE IN AGGORDANGE WITH AAN SPECIFICATIONS FOR NUMBER ONE GRAPE.
DIAMETER REMOVE ALL MAINE, "IRE AND 2 . THE OWNER SHALL DESIGN AND INSTALL AN AUTOMATIC UNDERGROUND IRIRI GATION SYSTEM .
BURLAP ETC. FROM ROOTBALL 3 . LAND5GAPE AREAS SHdtLI. BE IRRIGATED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WITH INDIVIDUAL ZONES FOR TURF
coniferous Planting Detail AND NON -TURF AREAS , AND MUST INCLUDE AM015TURE DETECTION DEVICE TO PREVENT OPERATION DURING RAINY PERIODS . TURF
AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC POP-UP IIZRIGATION SYSTEM . SHRUB AND PERENNIAL BEDS SHALL HAVE DRIP
REMOVAL OF YVIRE BASKETS SHALL BE AS FOLLOYV5: IRRIGATION .
4. TREES TO BE BALLED AND BURL.APPED . TREES LOCATED IN TURF TO HAVE 36" DIAMETER FIBROUS BARK MULCH RINGS.
1 . REMOVE BOTTOM OF BASKET 5 . SHRUB BEDS TO BE MULCHED WITH 3" -4" DEPTH 11 /2" TAN RIVER ROCK IN SHRUB PUNTED AREAS AND PERENNIAL PLANTED AREAS TO
2. PLACE TREE IN PIT BE MULCHED WITH 3"-4" DEPTH OF SQUEEGEE ROCK MULCH .
3. REMOVE BALANCE OF YVIRE BASKET, 7yvINE, 6 . SHRUB BED MULCH SHALL BE PLACED OVER A NON -WOVEN POLYPROPYLENE WEED BARRIER SUCH AS TYPAR OR M RAF .
SYNTHETIC BURLAP , ETC. 7. PROVIDE EDGING BETYVEEN TURF AND SHRUB BED AREAS. EDING SHALL BE 1 /8" X 4" ROLL TOP STEEI. EDGING , PINNED AT 10'
4. BACKFILL TREE INTERVALS , AT A MINIMUM , AND A 1 " OPENING SHALL BE PROVIDED AT LOW POINTS AND AT 30' INTERVALS TO ALLOW FOR PRA IN
EDGING ABUTTING . SOD OR GRASS SHALL BE SET 1 " ABOVE FINISHED SURFACE OR LEVEL WITH TOP OF SOD.
S . PROPERTY CANER SHALL PERFORM ALL MAINTENANCE FORTHE LANDSCAPE AND IRRIGATION SYSTEM AS REQUIRE:, TO KEEP ALL
PRUNE DEAD OR DAMAGED FOLIAGE LA MATERIALS IN HEALTHY CONDITION .\\ ))/ yQ. PRIOR TO INSTALLATION OF PLANT MATERIALS , L.ANDSGAPE AREAS SHALL BE THOROUGHLY LOOSENED . SOIL IN LAND5GAPE AREAS
I SHALL BE AMENDED WITH
5Ef TOP OF ROOTBALL 2° �Bov� 3 GY/1 ,000 S� O� ORGANIC COMPOST.
ADJACENT GRADE. IN BERMED AREAS SET ROOTBALL 2" ABOVE 10 . SHRUB BED AREAS SHALL BE AMENDED WITH 5 GY/1 , 000 SF OF ORGANIC COMPOST. AMENDMENTS AND FERTILIZER SHALL BE
LOYVER ADJACENT GRADE THOUROUGHLY INGORPORATED INTO EXISTING SOIL .
� 11 . MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION AS REQUIRED BY SITE CONDITIONS . OVERALL
SPECIFIED MULCH PLACED QUALITY, QUANTITY, AND PLANT CONFIGURATION SHALL BE CONSISTENT WITH THIS PLAN . IN THE EVENT OF A CONFLICT YVITH QUANTITIES
/� �/ /% - 49,44 OVER "EEC) BARRIER FABRIC. PROVIDED IN PLANT LIST AND QUANTITIES SHOWN ON PLANS , QUANTITIES SHOWN ON APPROVED PLANS SHALL PREVAIL .
i 1 SECURE ENDS OF FABRIC,
����� j�,�� �� UNDER SOIL 12. GENERAL CONTRACTOR SHALL ENSURE THAT THE LANDSCAPE PLAN IS GOORDINI�TED WITH PLANS DONE BY OTHER CONSULTANTS 50
EXI5TINCy 5USCy2A1�E � � ���\ THAT THE PROPOSED GRADING , STORM DRAINAGE, OR OTHER CONSTRUCTION DOES NOT CONFLICT NOR PRECLUDE INSTALLATION AND
r
\�\�����`���j�`���������j�j���� \ BACKFILL PLANTING PIT MAINTENANCE OF L.ANDSGAPE ELEMENTS ON THIS PLAN .
!� � "I7H SPECIFIED SOIL 13. THE FOLLOriING REQUIREMENTS SHALL APPLY TO OBJECTS THAT ARE LOCATED WITHIN A SIGHT DISTANGE EASEMENT. STRUCTURES AND
LANDSCAPING WITHIN THE EASEMENT SHALL NOT EXCEED 24 INCHES IN HEIGHT WITH THE FOLLOWING EXCEPTIONS : VIEJt4Shrub Planting Detail - FENGES UP TO 36 INCHES IN HEIGHT MAY BE �LLOYVED �S LONG �S THEY DO NOT OBSTRUCT THE LNE O� SIGHT FOR MOTORSTS. � OU � T� I � FIRE RESCUE
- DECIDUOUS TREES MAY BE f4LLOYVED AS LONG AS THEY DO NOT OBSTRUCT THE LINE OF SIGHT FOR MOTORISTS. LAN ]7SCAFE PETAILS
14. FIELD LOCATE ALL UTILITIES PRIOR TO PLANTING .
15. PLAGE PLANT MATERIAL IN SHRUB BED SO THAT ONCE PLANTS GROW TO FULL SIZE THEY ARE FULLY CONTAINED WITHIN THE SHRUB 8ED MAINTENANCE SHOP/ OFFICES
AREA AND DO NOT HANG OVER THE EDGER LINE.
is . AVOID CUTTING SURFACE ROOTS WHEREVER POSSIBLE. SIDEWALKS AND PAVING LEVELS SHOULD BE CONTOURED SUFFICIENTLY TO FIRE STATION #a
AVOID SUCH CUTTINGS .
11. ROOT CUTS FROM EXCAVATION SHOULD BE DONE RAPIDLY. SMOOTH FLUSH CUTS SHOULD BE MADE . BAGKFILL BEFORE THE ROOTS ?MEL]7 COUNTY' , ERIE , GOLOf��O
HAVE A CHANCE TO DRY OUT AND 1NA�TEIZ THE TREE IMMEDIATELY.
15. 15. CONTRACTOR SHALL PROTECT ALL EXISTING TREES FROM DAMAGE DURING CONSTRUCTION . WHERE TREE TRUNKS ARE APT TO BE MOUNTAIN VISA! FIRE RESCUE
DAMAGED , THEY SHOULD BE PROTECTED WITH METAL POSTS AND A SNOW FENCE. as61 STA&ECOACH R°. N. PL1 .4
LONGMONT, CO 80504
1Q. 1Q. HEAVY EQUIPMENT SHOULD NOT BE ALLOWED TO COMPACT OVER THE SOIL OVER THE ROOT ZONE OF EXISTING TREES . TREE (SOS) 772.0710
PROTECTION SHALL BE PROVIDED A MINIMUM DISTANCE FROM TREE TRUNK OF ONE FOOT PER EACH CALIPER INCH OF TRUNK DIAMETER. 160 PALMERDRIVE PATE
NO DISTURBI�NGE SHoU,...n BE AL,�owED TO OCCUR IN THESE AREAS . ARCHITECTURE FORT COLLINS, CO 80525
(1rro) 207 -0424 3 . 1 . 18
20 . THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS ANI7 UTILITY LINES : Sly E S T L . L . C .
5 FEET BETWEEN PUNT MATERIALSAND BUILDING FOUNDATIONS 1 REVISIONS
NO PLANT MATERIAL WITH MATURE GROWTH GREATER THAN THREE FEET {3'} IN HEIGHT SHALL BE PLANTED "ITHIN WATER AND SEWER W ARCHITECTURE/PLANNING
EASEMENTS.
NO SHRUBS WITHIN 5' OR TREES WITHIN 10' OF YV,4TEiZ METERS , FIRE HYDRANTS, SANITARY SEINER MANHOLES OR POTABLE WATER OR
5ANITARY SEINER MAINS OR SERI( IGE5 .
VICINITY MAP NOT TO SCALE
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II I 4
° '' HANDICAP' PARKING STALL TP TELEPHONE PAD
I I
I I I Imo . .II IIc `ter
e R RAMP T TRASH ENCLOSURE
II • - 4‘L' i
II
, - ; y E E E E E 0 E E E E � � E — � '� � � � � �
-_ _v—UTILITY EASEbil'ENT il B R BI E RACK WATER
1 E E E — — E scro5t2cr' 531. 47 -E —E E E _
I LP LIGHT POLE F FIRE
.2\
5 81°E1 '2c1I' ''`�l SO.OO' N D IR,f 01 ESP E ELECTRIC VA VAN ACCESSIBLE
I COMPANY' LP
I LOT A
I
ZONING : A MOUNTAIN VIEIN FIRE RRESCUE
' I
SITE
I MAINTENANCE S
SITE >
FIRE TAT' I I stcl
1'MELP NORTH 0 ' O ' SO ' 1120 '
1VIDUNTAIN. VIEW FIRE RESGkE __ .�.J
5561 STAGECOACH RD. N.
LONGMONTJ CO 805O4
(SOS) 172.0110
160 PALMER J2RIVE DATE
I AR. ICHITECTURE FORT
L 4 O 80525
3 . 1 21
Illi WEST, L . L . C. REVISIONS
ARCHITECTURE /PLANNING 06 .06 . 1
PROPERTY 1 I • 'S CERTIFICATIONVICINITYNOT T SCALE
THE UNDERSIGNED MAJOR PROPERTY OWNER(S) DO HEREBY AGREE TO THE SITE SFEGIFIIG I r # -
DEVELOPMENT PLAN AND USE BY SPECIAL REVISAL DEVELOPMENT STANDARDS AS DESCRIBED HERE ON "
,,, I
telli: I
L
, Ci
THIS DAY OF 20 ` ,; I\, i ii 'k, , , _ f
I F -
el
--
SITE
-�4
itti, I . - - i
SIM PLOT , LISA $ DENN I ANADARI O E4P GOMPAN`'T'' LP t� r
SIGNATURE SIGNATURE I
LOT 1 LOT � � �' ._ �
I
ZONING : ZONING :
eis°3•5' 13 " E 30.01 ' ,
PLANNING COMMISSION CERTIFICATION 54580°3613 " '
444
EC. DAREE — � � � _ � � � � ����_�_ -� - 503 � � � � 6 _
p � ,'� i i - - -7v-
- -- � _ � _IRR IG,�.TION EASEMENT — — — _ _
THIS IS TO CERTIFY THAT THE LELD COUNTY PLANNING COMMISSION HAS CERTIFIED AND DOES HEREBY I E -- I 5040
PD !,, 7 -- moo = - � _ —� — i � `
RECOMMEND TO THE BOARD OF COUNTY COMMISSIONERS, l'NELD COUNTY COLORADO , FOR ITS ° W ,'' I / - - — - - - _ _ — o --�
SLIP.
CONFI R MAT ION , APPROVAL AND ADOPTION THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL - ° �� - — 5 a —
ii i
REVIEV'l AS SHOVt4 AND DESCRIBED THEREON THIS PAIN' OF 20 B r I -�--I- I �—I: I+I /f'
I I n ' I�-i I--: I I--I-i I-H - - - /'si ' I I I sus 0
II I , <� � � � T ON � - . .
0 f ul I DETENTION D n .
fg L _F _[ J _ I ,, I I lo I
0 0
ti ti ti
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SS
S , r r .x S I In i0
i1
SIGNATURE SIGNATURE JJ �. � I L-
25' I I - PRASE2 L - - - - -
- I - song
- LEAD FIELD _ Qn I I- !
I - _ — a -] ,r 5041
� MT F/o r, � r/� � � � �� � � � � Si H . F�rJGING
BOAR. OF COUNTY COMMISSIONERS o o T- T f T
I : I VA
F FUTURE - I I I I I I I I 42.5' , ,1
— I ' y ! I # I I I I I I I I -f'ARD
—r I �` I '. TTIONI EG I I I I I I I IIA
THIS 15 TO CERTIFY THAT THE BOARD OF COUNTY COMMISSIONERS , LELD COUNT`' COLORADO DOES _ FIRE I � ES I �, 19— ill I ' ll I I I E� i i i i i i I I a
HEREBY CONFIRM AND ADOPT THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY THE SPECIAL REVIEV' L ir
; ; I — _ - ' + -7- ill rrtr,,/
AND DEVELOPMENT STANDARDS AS SHOI N AND DESCRIBED HEREON THIS DAY OF ` ` I (� o I �- _ I i . 1 - 4et *.
31
a I I I V - - x .se, t 1 ri II 01 Ll- NI
20 0 I �,In z m - — OUTDOOR _
0 ASPHALT Ci = el STORAGE - _ _= , _ —- H I-` I ili
H > of ASPHALT
, ,
�- 1 LAMP USE S
II I - .
I ,
1 , I I .-- aL I
CHAIR , BOARD OF COUNTY COMMISSIONERS I I _
I I
io. f9 a DESCRIPTIONR (SF) ARE AREA %
I I
ATTEST: , I I 12' — t
ti IIII -+ I I I � I I I — ' )- ° TOTS MAINT NAG BU I I NG (UNDER R ROOF 20 100 0 .41 11 .10
I, I ++ I +—I— I -H- I �-+ I I L E E LD C DE
.FIELD COUNTY CLERK ON THE BOARD: _ A I r - - _ - - 4. A �' • ti I TOTAL FUTURE FIRE T TION # (UNDER ROOF) �, 5.60
. . 1U 2O - A
ict. � _ s I I I I I - en • FUEL TANK •- ° • t • . TOTAL ASPHALT PAVEMENT FOR SITE aef,31 '7 2.05 51 .37
1- I I I ,. I3 .0 % t ° ' a , TOTAL GRAVEL/RECYCLED ASPHALT FOR SITE 10 ,321 0. 24 3 .cf2
BY: DATED': I2 . 1 : c AS/P1ES L • . - •• . •i A I ;1-
DEPUTY CLERK TO THE BOARD rf�rP.a 0 .• • FUELING AREA t • LANDSCAPED AREA (TOTAL t FE11 SPACE) 3G,S2E, t '.c11 22. 55
L
r CWI I Q - • 442.5' s ' • • 4 d . DETENTI Ohl POND/GRASS 1 ,500 O AO NA
Z Dt t r i
Iact p — — — — - - - - - PLANTING AREA IN ISLAM, ALONG INCR. 1 11, 134 0.3c1 NA
CONCRETE PAD
CURB FLOfM (rYF., PLANTING AREA AT BOUNDARY 1 S 6,25 0 .50 NA
d Di i I L I ASPH ALT '
Eto IROVAI LAND AP I NG/GRASS 5,567 0 . 13 NA
i. 2 aT ' \ ., 120' .1 : TOTAL CONCRETE J .LKS/PAN3/APRON -x,3' 18 0 . 10 0 . 10
i ° SIRE LIME , ,
' \\ di
N - 1 •.. \ TOTAL AREA 174 ,240 4,00 100.00
tr)' . _I Iz'•
PROPOSED USE:
10
', FIRE APPARATUS MAINTENANCE SHOP AND OFFICE , MORE THAN ONE
° TEMPORARY DURING CONSTRUCTION TRAILER AND MORE THAN ONE
I i \ •.
ts) II ' q ' TB I �=` �`` �\ yh N TEMPORARY DURING CONSTRUCTION GONEX STORAGE CONTAINER , AND A
4ctI 0 s MOUNTAIN VIEW FIREti
1O' DITR.I CrT TEMPORARY DURING CONSTRUCTION ONLY CONSTRUCTION LA't'DCV" hl YARD.
.F. -i
ROV'I. EASEMENT FUTURE R.Oll BUFFER S5' ._: 120' N
, \ 5115 1 '
ZONING :
I ,� �. . s, k PARKING SPACES: PHASE I PHASE II
EX. s , PHA 1 J` _ .
. c ` , , I I E REGULAR SPACES 27 42
4 l 12 x.,.2 d -
LFACH 1 b N • APA/HANDIGAP SPACES (VAN ACCSSIBL ) 3
I 1=LD 12O 1 . • _ y FIRE TRUCK. ,r 2
FUTURE 5.5_ r— TOTAL 2c1 45
— I Ss I ss ' r :r ., MAINTENANCE/ ,. .
24. 1 ' I SHOP/ OFFICES . , .a ti
1 I - a :1ASPHALT LEGAL
LU � Efv1 I - 0liN
Z C ET ' -- - r (TOTAL 23 , 1 OO S . F .)
— RECORDED EXEMPTION NO . 1461-05-5 REGX11-01 .54 ' iTICI�I F THE I 'IET 12
+� EM ETI * � — — ~ � - - - ~ - ---- - - - � � � � N
:; i��L,r3GT - - - —I 'Cyf R SOUTH/NEST 1 /4 OF SECTION 3 , T1 N , Rf SI N, OF THE STH P .M . I+NELD COUNTY, COLORADO.
Csi 11J E/0-- FOT I
A
CO I ASPHALT , c ,
, „
REFERENCE SHEET INDEX
Q. Iuv'h „ 1
_i a . .. .f TOIL REPORT: i='1..1 ,x' COVER SHEET
c& J " �' ANADARKO ESP
.
I . . I W CTL THOMPSON
r COMPANY LP
I - a ',, PL1 . 1 PHASE I SITE PLAN
j LOT A CIVIL ENGINEERING :
a
ti • ROCKY RIDGE CIVIL ENGINEERING PL1 .2 PHASE H SITE PLAN
m .� ZONING : A
\ FEBRUARY 14 , 2015
I f . . JOB # 231 -1 PL1 .3 PHASE 14 II LANDSCAPE PLAN
I ` . 2ND FLOOR OFF ICES , Lw
` \ 2 . I SURVEY: PL1 .4 LANDSCAPE DETAILS
I `` 4400 5.F- KING SURVEYORS
m I „ 20' s j ti
DECEMBER 11 , 2011 PL1 .3ARCHITECTURAL ELTI ONS
- a� . ` JOB # 2O1l0S11TOP
if
I- - •1 _..
• N. 10 ' A 1 R NOTES, . , . .
, , .
. ..m I •by ! vii., s S . �' • '� . . . f., , ,. ,_
.. , . . , . 1 . DASHED LINES REPRESENT EXISTING OR FUTURE IMPROVEMENTS NOT TO BE
I
I r- f 11 :' . EG INGLUDEP IN THIS PHASE OF CONSTRUCTION
s:i:).... 2 ,
VA e . •vri7I ES CONCRETE � , _S 2 . ALL NEI EEXTERIOR. SITE AND BUILDING LIGHTING SHALL CONFORM TO COUNTY
5 ; , ,� CURB FLOIAI {TYP4 . , : Y. . STANDARDS TO INCLUDE FULL CUT-OFF LAMPS.ALL EXTERIOR LIGHTING V1ILL BE
II
II
- : .: DOAN DIRECTIONAL 4 DESIGNED FOR NO "OFF-SITE" TRESPASS.
II I V. .
II
I ' " I -S •.
I a m .V- `° • $ '. •1• ' �. -W S. FIRE HYDRANTS TO MEET OR EXCEED LOCAL FIRE AUTHORITY STANDARDS.
ASPHALT •
i 4 en .- 4: - .4 . C' BUILDINGS V'4ILL BE PROVIDED 14ITH AN APPROVED FIRE EXTINGUISHING SYSTEM
? H b . . . . • : IL...
AS REQUIRED BY LOCAL FIRE CODES.
m .O F
I I ; '• ............. :
4 . REFER TO CIVIL ENGINEERING PLANS FOR LOCATION OF UTILITIES , DRAINAGE ,
I oEASEMENTS AND SIDE1LtS.
, q
• 1 U
II E E E E E t ETILIT`r' EASEMENTE E E E - _ _ _ - - 5 . SIDEIIALK.S AND RAMPS KU- CONFORM TO COUNTY 4 ANSI STANDARD
.4 r i —E E E E
' ' E E E - - - --r E 1°31 '2q" V' 33c1.41S . ALL SIG NAGS SHALL COMPLY V`MITH COUNTY SIGN CODE AND APPROVED
521j � BY SEPARATE PERMIT.
I S EA°s1 '2 " l t 30.00' ANAL , iRI O ESP
f
I COMPANY LP 1 . REF : CIVIL PLANS FOR ALL UTILITIES, DRAINAGE, OTHER
I LOT A
I ZONING : A
I MOUNTAIN VEIN FIRE RESC
PHASE I SITE
I
MAINTENANCE SHOP/ OFFICES
LEGEND FIRE IT. TI *1
HANDICAP FARMING STALL TP TELEPHONE FAIL illii PHASE I SITE FLAN INELDCOUNTY , ERIE ,
R RAMP T TRASH ENCLOSURE MOUNTAIN51 A&ECOA CH RD RESCUE
. FL.
LoN61,40NT, CO 50504-
BP BARR I ER POST W 1 lATEP. (503) -712.0-110
NORTH oi r i 120 ' 16,0 PALMERDRIVE DATE
FORT COLLINS. C•? 80525
LP LIGHT POLE F FIRE I ARCHITECTURE fritO, 201 -O424 03 . 13 . 1S
E ELECTRICVAN ACCESSIBLE WEST, L . L . C .VA REVISIONS
ES ENTRY SIGNSIGN PcH ITEcTu PE,IPLAN N I N G O6 .O6 . 1S
. i
EG EMERGENCY GENERATOR
VICINITY MAP NOT TO SCALE
I
ti,
ti i 1
\ 1-( _ , I
- '
. - -
SIMPLOT,PLOT LISA 4 DENNIS IS ANADARKO E4P COMPANY LP ' ;‘,111; 4i - ' I
LCT LOT _• H A 7 R
y
IBONING : , ZONING . A
I � 58°357115 " E .50 .01 ` 4 '
&s°5x' 15 " E 213. 1201_ _ _ ___ ___E=_ __ __ _ __ I
1r — - �_� a E 126.47 _
I, : . Ntiii)
XL
I \Jr E ��r �ti+ 1•�
z /' I I - — _ � - 5 0 3 8 � _
hl EASEMENT I—
� / I I � I �TIO � — _
f I �, 1�--- �� 5042 =— -- — = �� I 5040 I .' t
/ - 5042 T— — �—�
Hi ' C — T --- - -
00 i _ _ _,., _ _ _ -I\-*-- - - JOQ Y '
_ _ � ,
- - - - = 5042— —I I - - ~ ~5038— _ - - - - - - ~— ~� ,
' ti •ti I i
I I — all — ti
m iL 4 71 a I I
_ A, 4 _ DETENTION POND 0. _,Li
_i + I L -HI—F -HI—F -H—F t I I I — I 8- I
0 °
K I
5S SS CR SS nr,
J� J 0
— . I ssI I SS \ 5037 _I
lie25 1 = I PHASE — L - a — — — — — —� -
L LEACH FIELD 91 < . '
ROAM I =
_ •° Y - 5041 — _I
4: ...: AL f' y i' ```x , :. ;,, . .f ,, a J . ° • ,
�;• ,. 6' H . 1✓ hFCING
idr
7 t � � r • FUTURE0 .°— x-2.51 a
—1 4 vv H
I - I S //:/y , , :' . _ FIRE STATION #(9 - .E ; ;.1 a �p
FIRE LI` E
CD I
I I DES — 22 gf ,T1O . F . , . I I fi -a
I I
' I N 14 ( i-- I
, 1
0y •, I , A - :1 . . _
i ' ' •II —
I I < ai � a � , 1 a f
ir 1
I I >- o ' I -
i I
1 1x.1 I --
1- L HI V a j OUTDOOR "ii) , ii ' It o
I I . z v
01 • - -r _ ► _ - - _ •
I I � STORAGE . ; ?NCR 12 , a, i '
., 0 I ._ - tips
CONCRETE t1 l ►¢ ASPHALT I a} -
PAVEMENT
11 I 1 -
I I
I
I I
I :1 Di a - ti LANPL) SESTATISTICS
II
ti
II1() 01
,.., ,. :: . ,
I I I 12' 7
II •s x I I ' ;b I I �t �--� � I . I Iy 4 I' .] I III-I 1 . •I ' w
I I a _ b • •• DESCRIPTION AREA (SF) AREA (AG) AREA %
1 . • � ' • 3 d f y ai ° ° ° ° ° ° ° D C .
in E MTh 1 x . . ' Q 1 `I' : - . TOTAL MAINTENACE BU I LD I NCB (U NPER ROOF) 20 ,400 0 .41 11 .-10
t I ti
t 12 _ w FUE T ' Nip , • , f
a - TOTAL FUTURE F IRESTATION #cf (UNDER ROOF) c',11O 0 .22 5.60
r I O o ,d ., , . . o - ti
• � ,4 s , • : . .... . .. 4 TOTAL ASPHALT PAVEMENT FOR SITE Sc',51 Q 2.05 51 .37
rep.)ILI f • FUELING' AREA ' ;
d • • d TOTAL GRAVEL/RECYCLED ASPHALT FOR SITE 10 ,521 0.24 5 .02
r WII :. 7, ti } 42. LAN DSC PET. AREA TOTAL OPEN SPACE 3c1,8126 22. 55
4 ci o ° I _.,_________
CONCRETE PAP i PETENTI ON POND/GRASS 1 ,500 0 . 10 NA
CURB FLONI (TYP.
to u1ii)
_1 C 0 1 1 -4
I ASPHALT `� PLANTING AREA IN ISL •ND ALONG NOR 1 11, 134 0 .3c1 NA
ti " s, c. 9
I • o 0 PL
ANTING AREA AT BOUNDARY 15 , 6,25 0 .50 NA
u 120' `
8
\iv wti w v w .\\ t l ROi l LAND 'CAP I NG/GRASS 5,561 0 . 13 NA
I I FIRE LINE r .
a (1°) .i .. . TOTAL CONCRETE 1 L1 '5/P, N / PRON 4,3c15 0 . 10 0 . 10
n I I i ti
d
. 4'.
el C H I I _1. ° •4 • , I TOTAL AREA 1 -74 i 240 4.00 100 .00
4 I _ _
I
= ,
:. , :, : PROPOSED USE:
ci_Act
� ' SETBACK �' I f MOUNTAIN IN IEIf'�l SIRE FIRE APPAIWU MAINTENANCE SHOP AND' OFFICE , MORE THAN ONE
x 0I I L I TRICT 4 -• . TEMPORARY I2URING CONSTRUCTION TRAILER ANL ' MORE THAN ONE
'� I 7 I - TEMPORARY DURING CONSTRUCTION CC NEX STORAGE CONTAINER , AND A
ROv\ EASEMENT FUTURE BU 12O' . : 4 .' 5C:15 la I
fi tW V . 4 TEMPORARY PURING CONSTRUCTION ONLY CONSTRUCTION LAYPOINN YARD.
PHASE � PHASE 1 s.
Ex. k0vI ti 12'x 2' I '� _ ZONING. : A
15.41 I LEACH 120' Q FIRE TRUCK .5., PARKING SPACES: PHASE I PHASE II
FUTURE - FLD 4 •� y ' - MAINTENANCE/ REGULAR SPACES 27 42
24. 1 '
. SHOP/ OFFICES . ADA/HANDICAP ICrAP SPACES (VAN CrCrE IBI�E 2
in
I EM C_) . . . • 3 20 , 100 S.F . - . , SPHALT TOTAL 2q 45
Z ET7 (TOTA♦L_ 25 , 100 S.F .
r LE&AL PESCRIFTION
EM ET - - - - - - - � � � � _ _ _ • 4,J rE�.O -rE
0 z L F/C F0T I Y. POWER — — — — —
111 CO ASPHALT REICORI)EL) EXEMPTION NO . 1467-05-5 RECX 17-0154 PORTION OF THE BEST 1 /2
IL
. : ` .. SOUTHIDLEST 1 /4 OF SECTION 3 , T1 N , RSS , OF THE STH P .M . HELP COUNTY, COLORADO.
. , .
IREFERENCESHEET INDEX
4� �, V AN L ARKO E 4P
ti 4. -
I �• • �� �4. • COMPANY LIB SOILS REPORT.
I t . -,. 4 . LOT � PL1 ,O' GO ''Efi�. SHEET
~* CTL THOM PSON
4 ,�...♦ �. : :,: . ZONING : A PL1 . 1 PHASE I SITE PLAN
.r-j ,. � ,� : CIVIL ENGINEERING :
w
ROCKY RIDGE CIVIL ENGINEERING PL1 .2 PHASE H SITE. PLAN
5 I 4 : 1.,
: . N FLOOR OFFICES FEBRUARY 1 , 2C ' 1
I JOB # 251 -61 PL1 .5 PHASE 14 II LANDSCAPE PLAN
+2 4OO 5.F.
•
. b. ' ' 2OI `� :.1.
PL1 .r4 LANDSCAPE DETAILS
, UREY:
�, b . KINGSURVEYORS
'- - --� • I. '. •, _3 � ' 2 4 y • , ••N ` .`h N
DECEMBER 1 '9 , 2011 PL1 .5 ARCHITECTURAL ELEVATIONS
♦�- 100 d JOB # 2O1 7O5GilTOP
I . . , I . t & ENERAJ_SNOTES
4
(14 .' - .. E6 . ,
J ii ..
y\\\ 1
' - 1 . LASHEI' LINES REPRESENT EXISTING OR FUTURE IMPROVEMENTS NOT TO BE
I ES CONCRETE. PAP , s'VA
INCLUDEP IN THIS PHASE OF CONSTRUCTION
ES
r, I CURB FLOMI (TtF1. 4. ti
I I 2 . ALL NEIN EXTERIOR SITE AND BUILDING LIGHTING SHALL CONFORM TO COUNTY
I I I �.. • -
I I - STANDARDS TO INCLUDE FULL CUT-OFF LAMP .ALL EXTERIOR LIGHTING JSILL BE
I I - K
q �' o - - .' - d N• . 1,0 W DONN DIRECTIONAL 4 DESIGNED FOR NO "OFF-SITE" TRESPASS.
I I ASPHALT 4 n
t— ' _ L.. . 5 . FIRE HYDRANTS TO MEET OR EXCEED LOCAL FIRE AUTHORITY STANDARDS.
m I ' �, '�'� ' 'Y BU 11.. .r IN OS ALL BE PRO I I EL INITH AN APPRO EL FIRE EXTINGUISHING SYSTEM
II
I ti � ' ., v . ,(-1. .. • 0-0l . AS REGUIRED BY LOCAL 4 FIRE CODES.
II
II
I 1 I
- ' . K 4 . REFER TO CIVIL ENGINEERING PLANS FOR LOCATION OF UTILITIES , QRAINGE ,
E E E E E E E E • 4 EASEMENTS ANI SI1 E LKS .
UTILITY EAEE'MEN•T
E E E r - -� l E Sci'°51 '2c1" 55 .47' -E E E E
t _
5 . SIPEII.ALS ANP RAMPS TALL CONFORM TO COUNTY 4 ANSI TANPRPS .
I � Sri°�1 '2�1" 150 .00' ANADARKO ���
I COMPANY LP 6. ALL SIGNALS SHALL COMPLY I� 4ITH COUNTY SIGN C OLQE ANI7 APPRO' E :7
I
LOT BY SEPARATE PERMIT.
I ZONING : A 1. REF : CIVIL PLANS FOR ALL UTILITIES, DRAINAGE , OTHER
I
I
MOUNTAIN VIEPM FIRE RE
PHASEII SITE FLAN
I
MAINTENANCE SHOP/ OFFICES
I • I
LE& END FIRE itcl
(5, HANDICAP PARKING STALL. T F TELEPHONE PAD PHASEII SITE PLAN 1,44ELD COUNTY , ERIE COLORAPO
MOUNTAIN VIE/4 ARE RESCUE
R RAMP T TRASH ENCLOSURE 5561 STAGECOACH RP. N. PI_. 1 .2
LONCMONT, CO S0504
(305) 112.0110
BP BARRIER POST W JNATER
NORTH ' 100 ' 160 F ' LMER L RIVE PATE
O 2O 60 FORT COLLINS, CC 80525
ARCHITECTURE (' 0, 201 -042�
LP LIGHT 1='cL.E F FIRE03 . 13 . 18?
E ELECTRIC VA VAN AOACCESSIBLE iii WEST, L . L . C . REVISIONS
E NTiRYSIGN SIGN APCHITECTLIPE/PL NN ,
ING O .O . 1
E
EG EMERGENCY GENERATOR
I I I I
I , n,
__
r -�.___
II II -__
x x
__ ____._.
I
x
I
I '
� 11* IT, LISA 4 DENNIS ANADARKO EPCOMPANY` LP
M PLOT , LISA ' EN1NI ANA E P OI PANY Lim LOT 1 LOT .
c I .
I T L. IT , I ; 5SS° s' 1s 'lE 30 .01
Nlhl : AN11NC :5 :505515. E
C
I .,.___
ZONIN & : A47
E , NINI {� i � � � . �_ L _a_
� � � � � � � � � � E 1 .
I - I - 5038
et ,! I I _ - IRS ITIC?N 040 - I- - -—
I •0 1
0 — _ EA
- -
► SS ° 3EYi3E� � 213 . 12 '
Ir
,'' I , /--- -- - 5042 __ __- _ . __ -- -, I 5040 _�
5 eszossoi
13 " E 126 . 47 0 .9 � ( _
in !C I �
y 5040 � _ — — �
..raimRATINI AG E.---4-- - ___
� �- - � � I
_ �
C
I I I I- 5042 - 5038 -
}{ II - - - - -•tr � . IDC r� N -� - - _ _ I _ � � � � =� � � _ _ � �
/ - -- I E J_t'` ET �- ++ I I -I-I-� I+F I I�I I-�I i-I-I -// - - X42 --` --� -� - _ � _ �_ _ __---..C7‘__ _ __ _ I I - _ I I N// -/ - -L I t ],ETENTI CAN F NIO I �'
/ ' 1 - Mei= _�, IEipcio
1 PPS r MP _ L4 - I SEEP I IL -HI-F --I- I-F -HI-E -FI I I I f I I mIX 2'
O
'
0 1 . Fru
_ _i _
Øi I I I I
04 III _ _ — MIX 2
Imo' I _
1 - PPS - M - — ([�"� - -1
I ---- I _ ss 3J SS — SS y 5037 — _ -
I I0
_ I I
74 504
. + . + . T _ _ _ _
t • . . . ♦ I 1
r r r V , • • • • • • • • • r r V 1+ + + . + I 1 . + ♦ +
DETENTION FOND _ ��11rr. 1L�II
j t I r Y V V , H. G I I 1 Y Y V
FOT �•yiy J}�{{ T 7 r .
1// I I IO 5- VJ� ,� ' '3 .' I / IAZ1
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3 . 13 . 115
WEST, L . LiC . Ei � NI
1 ARCH ITIEcTU RE/ PLANNING k ,I . . 1
PLANT PETAILS LANPSCAPE i IRRIGATION — GENERAL PLANT LIST
1 . ALL WORK SHALL CONFORM TO TOWN OF ERIE STANDARDS AND SPECIFICATIONS AND WITH THE ACCEPTED PLANS . REFER TO THESE KEY BOTANICAL NAME COMMON NAME CHAR. Ht .lSpr. SIZE ROOT SPACING EXPOSURE
STANDARDS FOR ADDITIONAL INFORMATION AS NEEDET". A COPY OF THESE SPECIFICATIONS SHALL BE AVAILABLE ON THE WORK SITE AT DE�In0005 SHADE TREESfall/Spring
ALL TIMES.
STAKE DECIDUOUS TREES AS PER Z . THE DEVELOPER/ARG�IITEG7 SHALL ENSURE THAT THE IRRIGATION PLAN IS C.C�ORDINATED Y�IITH PLANS LONE BY OTHERS SO THE o Co Celtis occidental 's 1Ne5tern Hackberry - / - 50 '/5 ' 2" cal . B &B see plan sun
DETAIL., INSTALL a' STAKES OUTSIDE PROPO5ED GRADING , DRAINAGE WORK , OR OTHER CONSTRUCTION DOES NOT CONFLICT NOR PRECLUDE INSTALLATION AND GTS Gleditsia triacanthos inermis 'Skyline ' Skyline Honel locust I / - 45'l35' 2" cal . gig see plan sun
O� PLANTING PIT IN UNDISTURBED MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN . � y y y
N
) SOIL. USE 3 #ICJ TO a 12 GUAGE S. STORM WATER. BEST MANAGEMENT PRACTICES SHALL CONFORM TO STATE OF COLORADO REQUIREMENTS. ALL STORM YVATER EVERGREEN TREES Fall/Spring
-i GALVANIZED GUY WIRE, SLIGHTLY O
I TAUT. ,4TT,4GH TO 2" CANVAS REPORTS AND REQUIRED PAPERWORK SHALL ADHERE TO ALL STATE O� GOLORADO REQUIREMENTS. PPU Picea Pungen5 Colorado Spruce - / - 15720' 2" cal . BBB see plan sun
MORE 3" or LESS THAN _A,,e , 5Ti2,4f'5 OR APPROVED EQUAL 4. THE GONTiZAGTOiz. SHALL CERTIFY THAT THE GRADE IS INITHIN PLUS OR MINUS ONE-TENTH (1 /10TH ) OF THE FINAL GRADING FLAN PRlOi?
CALIPER 3" CALIPER\ THROUGH METAL GROMMETS. WITH TO COMMENCEMENT OF ANY LANDSCAPE OR IRRIGATION WORK. 0 DECIDUOUS SHRUBS
1/2" X 15" Y'1HITE PVC TUBE ON
TREE STAKING5. THE CONTRACTOR5H�LL BE RESPONSIBLE Fri? ALL PERMITS , FEES , �eND LICENSES A550GIATED WIT�I THE WORK AS 5WOWN ON THE
EACH ��� PLANS. GA DK Garyopteri5 x clandonensi5 'Dk . Knight ' Dk .Knight Blue Mist Spires -/c1k . blue 3'13' 5 gal . Cont . 3' c .c . sun
6 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATIONS PRIOR TO ANY EXCAVATION . CO IS Cornus sericea ' Isanti ' ISanti Dogwood red /yl 5'!6 5 gal . Cont . b' o .c. sun
WRAP TREES TO FIRST 1. ANY REVISION TO THE IRRIGATION PLAN SHALL BE REVIEINEL, AND APPROVED BY THE PARKS 4 RECREATION DIRECTOR OR DESIGNEE
- -� - BRANCH IF PLANTED PRIOR TO IMPLEMENTATION .
. ORNAMENTAL TREES
�_ IN FALL. DO NOT "RAP
IF PLANTED iN SPRING . 8. THE CONTRACTOR 5HALL HAVE ACCEPTED SET OF PLANS ,AND MUST HAVE HELD A PRE-CONSTRUCTION MEETING NtITH THE TOINN OF ERIE MSP Malu5 'Spring Snow' Spring Snow Grab ,apple - / - 25'/2D' 1 .5 " cal . cont . gee plan Sun
PARKS ]71VISION PRIOR TO THE COMMENCEMENT OF ANY ,AND ALL INORK. PCH Pyru5 Calleryana 'Chanticleer' Chanticleer Ornamental Pear - / - 351/25' 1 .5 " cal . Cont . see plan gun
ci. THE CONTRACTOR SHALL YVARR.ANTY THE WORKMANSHIP AND IRRIGATION SYSTEM FOR A PERIOD OF TINO YEARS.
10 . DO NOT DISTURB PAVING , LIGHTING , LANDSCAPE OR IRRIGATION THAT EXISTS ADJACENT TO THE SITE UNLESS OTHERWISE NOTED ON • PERENNIALS / GROUNDGOVEfiZ5 / ORNAMENTAL GRASSES
t n }
) � SET THE UPPER MOST ROOT FLARE FLANS . CO ZA 'Zagreb'Goreop� i5 verticillata Zagreb GO �'SOp515 18��/18° 1 gal , Cont. 18" O .G . sun
OF THE TREE 1 "-2" ABOVE FINISH GRAPE. 11 . THE GONTRAGTOR. SHALL IDENTIFY , VERIFY AND PROTECT CONTROL POINT. GONTi?AGTOi? SHALL VERIFY LOCATION OF CONTROL POINT IS SE Iberia semperviron5 Evergreen Gandytuft 1Z"/18" 1 gal . cont. 18" O .C . sun
u� � YVOOI7 MULCH (a" YMEEKLY AND THE ORIGINAL CONDITION OF CONTROL POINT PIN SHALL BE MAINTAINED THROUGHOUT ENTIRE PROJECT. LOCATION AND
p _ DEPTH x 4' DIAMETER) G .P .S . COORDINATES OF THE CONTROL PINT SHALL BE IDENTIFIED ON ALL PLANS AND ,Lt5-SUILTS. M5F Miscanthus 5inensi5 'Silver Feather' Silver Feather Maiden Grass 5'J4' 1 gal . cunt . gee plan gun
12 . THE IRRIGATION SYSTEM SHALL BE INSTALLED AFTER SOIL PREPARATION AND PRIOR TO PLANT MATERIALS
EU _ yvoon MULCH NEEDS TOOAK Galti5 X Acutifflora Feathered Reed Grass 572 .5' 1gal . cont . plan sun
PhI BE LEFT OE OR 13 . GRAPHIC SYMBOLS SHALL PRESIDE OVER WiZITTEN PLANT QUANTITIES .
Calamagrostis . See
`t - PULLED BACK FROM THE 14 . ALL TREE SPECIES SHALL BE FROM THE TOiNN OF ERIE APPROVED TREE LIST. 'Karl Foerester'
EASE OF THE TREE TRUNK 15 . NATIVE PLANTS SHALL BE USED IN NATIVE SEEL7 AREAS . REFER TO STANDARDS AND SPECIFICATIONS FOR COMPLETE SPECIES LIST.
/// \� ���/i1!'�� � 'T ��i� �`- 16 . ALL STREET TREE SPECIES ANI7 THEIR LOCATIONS SHALL BE ,�PPROVE]� BY THE PARKS 4 REGR�TION DIRECTOR OR DESIGNEE FOR SEED MIX 1 : UPLAND SEEDING SEED MIX 2 : DETENTION Porto SEEDING
� ,///k� i WO 'V / B�.GKFILL PIT V`11TH TREES PL,�NTED /�DJf�GENT TO RE5IDENTI�hL HOMES WHETHER THEY ARE IN5T,�LLEL7 BY THE DEVELOPER, GONTi?AG7G7R, OR PB5i NATIVE PRAIRIE MIX DRILL SEED@15 PLS LB/ ACRE P$51 PRAIRIE WETLAND MIX DRILL 5EED010 PIS LB/ ACRE
� �� / / ;�� SPECIFIED SOIL HC7MEC�YVNER. �h
� 5 (/,
/���. ��\ MIXTURE P,4YVNEE BUTTES SEED INC. • BLUE GR,4M,4 29% • ,�LiG,�LI BULRUSH 14°rb, �\ 1 ?. NC? �i5H TREES SH�L.L BE PL.�NTED UNDER ANY GIRGUM5T�NGE5 F.O. BOX 100 605 25TH 5T. �pob PAwN� ��5 SEED INC. + � �o�/ �� , / �� / �� � ;�� • BUFFALOGRASS PRAIRIE GORL7GRA55
� / �\ f � \ \�t ��\ ROUGHEN SIDES 4 GREELEY, CO 80632 • GREEN NEEI�LECyi7.,455 20% P.O. BOX 100 ; 605 25TH 57. • INDIAN GRASS 10%
%' %� � K___ � � � 4 \ BOTTOM OF PLANTING PLANT PROCEDUIR.E5 oGREELEY, GO 80632 i BI6 BLUE5'fEM 14°,61 .800.-l82 .591L�f • 51DEOf4T5 GRAMS 2a � 6%
\jjj \ \/ ///\///\""///\
\% % %. %\� PIT PRIOR T� SETTINGo + THREE 5QU}tRE BULLi2U5H o
i WESTERN WHEATGRA55 20%
/ / / � / / i / i .aoo.-raa.5a4-r • �3FT 5TEM BULRUSH 6 �� / / \ \ /� /�� / /� �/� 1 . OPTIMUM PLANTING PERIODS ARE FROM MARCH 15 TO JUNE 15 AND FROM SEPTEMBER 1 Td OCTOBER 26. • SAND DROP5EED 1 %
\\\ ' �A\ \/ \��\ EXISTING 5UBGfi�.,�DE • OLNE`r"5 THREESQUARE BULRUSH 6%
�/ WV • MERDOV� SEDGE b ,b\ /\ 2X ROOTBALL STt�R,�GE • BALTIC RUSH 6%
DIAMETER REMOVE ALL TWINS, WIRE AND TREES SHALL BE PLANTED AS SOON AS POSSIBLE. IF NOT PLANTED ON THE DAY OF DELIVERY ALL PLANTS SHALL BE PLACED IN A • POPCORN SEDGE ED%
BURLAP ETC. FROM ROOTBALL TEMPORARY NURSERY , IRRIGATED DAILY • 1NEDGELEAP DUCK POTATO 6%
SHADED ANP PROTECTED FROM SUN OR WIND . BALLED AND BURLAPPED TREES SHALL BE HEELED IN WITHIN 24 HOURS OF DELIVERY IN A • L�,Nr' r'E��'E 4%
Tree Planting Detail • "OOLLY GRASS 2%
COMPACT GROUP 1NITH A SUITABLE
MULCH MATERIAL PLACEP AROUND ANP BETWEEN THE BALLS SO THEY ARE COMPLETELY COVERED . NO PLANT SHALL REMAIN ON THE JOB
SITE IN TEMPORARY STORAGE FOR PLANT MATERIALS
OVER A MONTH .
EXCAVATION 1 . ALL PLANT MATERIAL SHALL COMPLY 'NTH THE AMERICAN STANDARD FOR NURSERY STOCK
STAKE CONIFEROUS TREES N 3 1 . TREE PITS SHALL BE EXCAVATED A MINIMUM OF TkNO (2) TIMES GREATER THAN THE DIAMETER OF THE ROOT SELL ,AND SHALL BE ANSI Zb0. 1 -2004.
l* PLACE'S, INSTALL a' STAKES OUTSIDE 5HAPEI?. 2. PLANTS SHALL EXHIBIT GOOD ANNUAL GiZOWTH AND BUMS SHALL BE PLUMP AND kNELL FITTED
'' PLACE'S,
PLANTING PIT IN UNDISTURBED .2 . IF TREE PITS ARE DUG UTILIZING MECHANICAL EQUIPMENT, EDGES OF PUNTING HOLE SHALL BE FLARED DOJNN TO CREATE A SAUCER FOR THE SPECIES . FOLIAGE SHALL BE BULL �NI7 DISPLAY � HE,�LTHY AND CONSISTENT COLORSOIL. USE 3 #10 TO � 12 GUAGE SHAPED PLATING PIT AND THE SIDES OF THE HOLE SHALL BE SCORED TO PREVENT GLAZING OR COMPACTION OF PLANTING HOLE. INHEN IN LEAF . EVERGREEN FOLIAGE WILL BE GOOD INTENSE COLOR.
N (/' GALVANIZED GUY ARE, SLIGHTLY 3 . THE DIAMETER OF ALL SHRUB PLANTING. SHALL BE TWELVE (12) INCHES GREATER IN DIAMETER THAN THE DIAMETER. O� THE 3 - PLANT TAGS STATING THE CORRECT PLANT NAME AND SIZE SHALL. BE SECURELY ATTACHED TO
TAUT. ATTACH TO 2° CANVAS
CONTAINER. ALL PUNT MATERIALS . PLANTS SHALL BE TRUE TO THEIRNAME AS SPECIFIED . PLANT
TREE STAKING STRAPS OR APPROVED EQUAL MATERIALS NOT MEETING THESE 5TAND,�RD5 ARE SUBJECT TO REJECTION .
PLAN V�� � PZ -
THROUGH METAL GROMMETS. ATM PLANTING DEPTH 4. ALL DECIDUOUS TREES SHALL BE TKO (2) INCH CALIPER OR LARGER. ALL ORNAMENTAL TREES
�� � � �1�2G� �5R�HIT£ PVC TUBE ON 1 . THE ROOT FLARE SHALL BE IDENTIFIED ON ALL TREES PRIOR TO PLANTING TO ASSURE THAT THE HOLE HAS BEEN DUG TO THE PROPER SHALL BE ONE AND A HALF (1 .5) INCH CALIPER OR LARGER. CALIPER MEASUREMENT SHALL BE
� � DEPTH -AND NO MORE. THE F'L,4NTING PIT SHALL BE DEEP ENOUGH TO �4LLC7JN FOR THE ROOT FLARE TO REMAIN T1NC7 (2) INCHES HIGHEfi? TAKEN SIX (6) INCHES ABOVE THE ROOT FLARE IF FOUR (4) INCHES OR LESS AND TWELVE (12)
` \ \ -Ar �` THAN THE SURROUNDING FINISH GRADE. INCHES ABOVE THE ROOT FLARE FOR LARGER TREE SIZES.
1 2 . SHRUB PITS SHALL BE EXCAVATED SO THAT THE TOP OF THE BALL SHALL BE ONE (1 ) INCH ABOVE FINISH GRAPE AND AMENDED.� AS 5 . ALL EVERGREEN TREES SHALL BE A MINIMUM OF SIX (6) FEET TALL OR LARGER . HEIGHT
°) SHOYVN ON THE PLANTING DETAIL. DIMENSIONS REFER TO THE MAIN BOP`i' OF THE TREE , FROM THE ROOT COLLAR AND ABOVE.
3 . PERENNIAL OR Gfi20UNDGOVER PLANTS SHALL BE PLANTED ONE (1 ) INCH ABOVE FINISHEl7 GRAPE WITHIN THE ,MENDED SOIL. THE b. SHRUBS SHALL BE FIVE (5) GALLON CONTAINERS OR LARGER.
CONTRACTOR SHALL INSTALL PERENNIAL OR GRC7UNDGOVER PLANTS TAKING NOTE OF REQUIRED ON CENTER SPACING ,AND REQUIRED 7 . PERENNIALS ,AND GRC7UND-COVERS SHALL BE ONE (1 ) GALLON CONTAINER OR LARGER.
i , �� DISTANCES FROM EDGES . S. ALL TREES SHALL BE BALLED AND BURLAPPED UNLESS OTHER AUTHORIZED BY TOJNN OF ERIE
al SET THE UPPER MOST ROOT FLARE PARKS SUPERINTENDENT OR HIS DESIGNEE
Q � � / OF THE TREE 1 "-2" ABOVE FINISH GRADE. PLANTING G. ANY CHANGES IN SPECIES AND PLANT LOCATIONS SHALL BE SUBMITTED TO THE PARKS
/ �__ i_.- 1 . THE ROOT BALL SHALL BE PLACED ON FIRM , UNDISTURBED SUIL IN THE PLANTINGPIT TD PREVENT SETTLING . ALLPLANTS SHALL BE SUPERINTENDENT ORHIS DESIGNEE FOR REVIEW ,AND APPROVAL. OVERALLQUALITYAND,-/0 --z\ SET PLUMB AND STRAIGHT AND IN THE CENTER OF THE PITS AND FACED FOR THE BEST EFFECT. DESIGN CONCEPT SHALL BE CONSISTENT WITH APPROVED LANDSCAPE PLAN .
Li 2 � 2 . ALL TWINE , ROPE , BURL,��' , ,AND ARE FROM ENTIRE ROOT BALL OF BALLED AMP BUiZL,�PPE17 STOCK SHALL BE i�EMC7�lED.
f WOOD MULCH (3" 10 . ALL NEW AND REPLACEMENT PLANT MATERIALS REQUIRE INSPECTION ,AND SHALL BE TAGGED
DEPTH x 4' DIAMETER) 3. ALL CONTAINERS SHALL BE REMOVED PRIOR TO BACKFILLING . THIS INCLUDES ANY ORGANIC MANUFACTURED CONTAINERS. IF THE ROOT BY THE PARKS SUPERINTENDENT OR HIS DESIGNEE FOR ALL TO1NN AND ERIE MAINTAINED AREAS
‹. I WOC?D MULCH NEEDS TO SYSTEM OF A CONTAINER GROWN PLANT HAS BECOME CONTAINER-BOUND, THE ROOTS SHALL BE CUT VERTICALLY ON A MINIMUM OF PRIOR TO PLANTING . CONTACT APPROPRIATE TOWN OF ERIE STAFF TO ARRANGE FOR
4 � TWO SIDES OF THE ROOT MASS PRIOR TO PLANTING .
BE LEFT OPEN ORMATERIALS TO BE TAGGED.
� PULLED BACK FROM THE 4 . PLANTING PIT B,4GKFILL MIXTURE SHALL CONSIST OF TWC) (2) PARTS OF EXCAVATED NATIVE SOIL ,AND ONE ( 1 ) PART ORGANIC SOIL 11 . PLANT MATERIALS SHALL BE LIVE , HEALTHY, VIGOROUS , STRUCTURALLY SC7UND , ,�NI7 FREE OF
�/ // ��1/// i / /���� i�2� BASECAF THE TREE TRUNK AMENDMENT DISEASE AND INSECT INFESTATIONS . PUNT MATERIALS NOT MEETING THESE STANDARDS SHALL
r � � 5. ALL PLANT TAGS , FLAGGING TAPE , LABELS , STRING , ETC. SHALL BE REMOVED FROM ALL PLANT MATERIALS. BE SUBJECT TO REJECTION ,AND SHALL BE REPLACED .
/\/< /\ A
I / / B,lGiGPILL PIT JnIITH MULCH
� ��\ / ��\ � � �� � :� SPECIFIED SOIL
/ / / l / /\, /\ Mix�RE 1 • ALL DECIDUOUS TREES SHALL HAVE A SOD-FREE BASE AT LEAST THREE (3) FEET IN DIAMETER ,AND EVERGREENS SHALL HAVE A
/ /�/ %/�/ � J \"/ ;/� 5017-FREE BASE EXTENDING TO THE DRIP LINE. MULCH SHALL BE THREE (3) INCHES DEEP AMP SHALL BE PLt�GED TWO (2) INCHES FORM
\ ! \ � ROUGHEN SIDES & ,AND NOT MAKE CONTACT WITH TREE TRUNKS.
\ � �/ �/ \ // /\� %/ BOTTOM OF PLANTING; 2 . GOBBLE ,AND WOOD MULCH SHALL BE SEPARATED BY THREE-SIXTEENTHS BY SIX (5/16X6) INCH GREEN STEEL EDGING .
\� j�j\�j \ \//\//\""//\
\jj % % � PIT PRIOR TO SETTING
\ /\_\�j/� / \/\ / /, \ /,\�/�\/ �/ ��/� �j� \ EXISTING 5UBGR,�DE PLANT NOTES
\�/��/� 2X ROOTBALL 7\// 1 . ALL MATERIALS SHALL BE IN ACCORDANCE WITH AAN SPECIFICATIONS FOR NUMBER ONE GRADE.
DIAMETER REMOVE ALL TWINE, ARE AND 2 . THE °WNER SHALL 17ESIGN AND INSTALL AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM .
BURLAP ETC. FROM ROOTBALL 3. LA:NDSGAPE AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM N41TH INDIVIDUAL ZONES FOR TURF
Coniferous Planting Detail AND NON -TURF AREAS , AND MUST INCLUDE AMOISTURE DETECTION DEVICE TO PREVENT OPERATION DURING RAINY PERIODS. TURF
AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATION SYSTEM . SHRUB AND PERENNIAL BEDS SHALL HAVE DRIP
IRRIGATION .
REMOVAL OF wiRe BASKETS SHALL BE AS FoLLow5: 4. TREES TO BE BALLED AND BUfi2LAPPED. TREES LOCATED IN TURF TO HAVE 36" DIAMETER FIBROUS BARK MULCH RINGS.
1 . REMOVE BOTTOM or BASKET 5 . SHRUB BEDS TO BE MULCHED WITH 3"-4" DEPTH 11 /2" TAN RIVER ROCK IN SHRUB PLANTED AREAS AND PERENNIAL PLANTED AREAS TO
2. PL,4GE TREE IN PIT BE MULCHED WITH 3 " -4" DEPTH OF SQUEEGEE ROCK MULCH .
3. REMOVE BALANCE OF WIRE BASKET, TwiHE, 6. SHRUB BED MULCH SHALL BE PLACED OVER A NON-WOVEN POLYPROPYLENE WEEt, BARRIER SUCH AS TYP,ztR OR MIRAFI .
SYNTHETIC BURLAP, ETC. 1 . PROVIDE EDGING BETWEEN TURF ANC, SHRUB BED AREAS . EDING SHALL BE 1 /8" X 4" ROLL TOP STEEL EDGING , PINNED AT 10'
4. B,4GKFILL TREE INTERVALS , AT A MINIMUM , AMP A 1 " OPENING SHALL BE PRUV1PE]7 AT LOW POINTS ,AND AT 30' INTERVALS TO ALLOYV FOR I7RAINAGE
EDGING ABUTTING . SOD OR GRASS SHALL BE SET 1 " .ABOVE FINISHED SURFACE OR LEVEL JNITH TOP OF SOD .
\) S . PROPERTY OWNER SHALL PERFORM ALL MAINTENANCE FOR THE LANDSCAPE AND IRRIGATION SYSTEM AS REQUIRED TO KEEP ALLPRUNE DEAD OR DAMAGED FOLIAGE PL�4NT M�TERI,4L5 IN HE,�LTHY GC7NDITION .
9. PRIOR TO INSTALLATION OF PLANT MATERIALS, LANDSCAPE AREAS SHALL BE THOROUGHLY LOOSENED. SOIL IN LANDSCAPE AREAS
SHALL BE AMENDED JNITH
SET TOP OF ROOTBALL 2" ABOVE 3 GY11 ,000 SF OF ORGANIC COMPOST.
/ ADJACENT GRADE. IN BERMED\ I 10 . SHRUB BED AREAS SHALL BE AMENDED WITH 5 GY/1 ,000 SF OF ORGANIC COMPOST. AMENDMENTS ,AND FERTILIZER SHALL BE
AREAS SET 12C70TB,7aLL 2" ABOVE
LOVlER ADJACENT GRADE 10 .
INCORPORATED INTO EXISTING SOIL.
� 11 . MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MA17E DUPING CONSTRUCTION AS REQUIREl7 BY SITE CONDITIONS . OVERALL
SPECIFIED MULCH PLACED QUALITY , QUANTITY , AND PLANT CONFIGURATION SHALL BE CONSISTENT WITH THIS PLAN . IN THE EVENT OF A CONFLICT WITH QUANTITIES
/77ii/i/ imver1\ --" i%/// OVER 1/SEED BARRIER FABRIC.
/\ / ; �� SECURE ENDS OF FABRIC PROVIDED IN PLANT LIST AND QUANTITIES SHOWN ON PLANS , QUANTITIES SHOWN ON APPROVED PLANS SHALL PREVAIL.
/> �y / /� /, � UNPER SOIL 12 . GENERAL CONTRACTOR SHALL ENSURE THAT THE L,a:ND5G,a:PE PLAN IS COORDINATED WIT�I PLANS DUNE BY OTHER CONSULTANTS SO
EXISTING SUBGR,�DE �\\ i ,,�\ \ THAT THE PROPOSED GRADING , STORM DRAINAGE , OR OTHER CONSTRUCTION DOES NOT CONFLICT NOR PRECLUDE INSTALLATION AND
jy/\/,�,,�\,�\,/\,/j��j��\\ B,4GKPILL PLANTING PIT MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS FLAN .
; wIT+� SPECIFIED 501E 13. THE FOLLOINIHG REQUIREMENTS SHALL APPLY TO OBJECTS THAT ARE LOCATED WITHIN A SIGHT DISTANCE EASEMENT. STRUCTURES AND
LANDSCAPING WITHIN. THE EASEMENT SHALL NOT EXCEED 24 INCHES IN HEIGHT 1NITH THE FOLLOWING EXCEPTIONS: i f � 1A- FENGES UP TO 3b INCHES IN HEIGHT M,4Y BE ,ALLOWED ,45 LONG A5 THEY ISO NOT C7BSTRUGT THE LINE OP SIGHT FOR MC7TC7RI5T5. MOVI `tTT'� IN VIEY4 FIRE RESCUE
Shrub Planting Detail - DECIDUOUS TREES MAY BE ,ALLOWED AS LONG AS THEY DO NOT OBSTRUCT THE LINE OF SIGHT FOR MOTORISTS .
LAN ]7SCAPE DETAILS
14. FIELD LOCATE ALL UTILITIES Pl?IOR. TO PLANTING .
15 . PLACE PLANT MATERIAL IN SHRUB BED SO THAT ONCE PLANTS GROW TO FULL SIZE THEY ARE FULLY CONTAINED WITHIN THE SHRUB BED MAINTENANCE SI-IOP/ OFFICES
AREA AND T» NOT HANG OVER THE EDGER LINE. FIRE STATION 4#1
16. ,4VDID CUTTING SURFACE ROOTS JNHEREVER POSSIBLE. 51DEVY�4LKS t�NI� PAVING LEVELS S�IOULD BE GONTOURED SUFFICIENTLY TO
AVOIL7 SUCH CUTTINGS .
1 ?. ROOT CUTS FROM EXCAVATION SHOULD BE DONE RAPIDLY. SMOOTH FLUSH CUTS SHOULD BE MADE. BAGKFILL BEFORE THE ROOTS Vk4ELP COUNTY , ERIE , t.COLORADOH,HAVEAGHCHANCE TO DRY OUTUT ,4ND W,a:TER THE TREE IMMEIATELY.
18. 18. GG>NTRAGTOR. SHALL PROTECT ALL EXISTING TREES FROM DAMAGE DURING CONSTRUCTION . WHERE TREE TRUNKS ARE APT TO BE MOUNTAIN VIEW FIRE RESCUE
DAMAGED , THEY SHOULD BE PROTECTED WITH METAL POSTS AND A SNOW FENCE. 5561 srAGecoAc++ Rn. N. PL, 1 ,t(.
LONGMONT, GO 8050
19. 19. HEAVY EQUIPMENT SHOULD NOT BE ALLOWED TO COMPACT OVER THE SOIL OVER THE ROOT ZONE OF EXISTING TREES. TREE (SOS) 112.0110
PROTECTION SHALL BE PROVIDED A MINIMUM DISTANCE FROM TREE TRUNK OF ONE FOOT PER EACH CALIPER INCH OF TRUNK DIAMETER. - 160 PALMER DRIVE I7ATE
NO DISTURBANCE SHOULD BE ALLOWED TO OCCUR IN THESE AREAS . ARCHITECTURE FORT COLLINS, CO 8O525
M10) 201 -0424 3 . 13 . 1E5
20 . THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITY LINES: L . L . Ci- 5 FEET BETWEEN PLANT MATERIALS AND BUILDING FOUND�iTION5 iiiiWEST, REVISIONS
- NO PLANT MATERIALYVITH MATURE GROWTH GREATER THAN THREE FEET (3') IN HEIGHT SHALL BE PL�hNTED WITHIN YV,�TEi� AND SEWER ARCHITECTURE/ PLANNING
Ob .Ob . 18
EASEMENTS.
- NO SHRUBS WITHIN 5' OR TREES WITHIN 10 ' OF A4TER METERS , FIRE HYDRANTS , SANITARY SEWER MANHOLES OR POTABLE WATER OR
SANITARY SEINER MAINS OR SERVICES.
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MAINTENANCE SHOP/ OFFICES
FIRESTATION #41
SOUTH -EAST .
LIELeEN17 YIELD COUNTY , COLORADO
A 1 S` O .C. INSULATEP METAL PANEL (COLOR 1 )
"2 12" O .C. VERTICAL METAL SIDING (COLOR 2)'
PL1 .S
YES STUCCO
Te FATE
R1 PRE-FINISHED METAL STANDING SEAM ROOF . 1 ARC H I T E CTU E
INSULATED (R-Ss) OVER PEMB . STRUCTURE .
• WEST, L . L . C .st
R.
�'� �SIONS
ARCH 1TECTU REarP LAN NJ I ICI G O 6
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