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HomeMy WebLinkAboutBoulder Creek Apts 1 I _ / _ \\ \ EXT'G SUBDIVISION / of w�a rs 1 \\\\ STORM WATER DETENTION POND 1.5, COPPER WATER`& I �O� 4" D.I. FIRE SERVICE. _ T S .S� �p \\ '_�/ j I of I � F�o�ltll' O ECI�/ 4� -� \ \\\\ \\\\\\\ m / z 3 1 TEMPORARY m STOR 1 '� \\ BASIN \ \\\ \\\ � / / SCALE G FUTURE 0 15' 30' 60' BLDG SITE L U V- 1 PNOOTCT 7j] II n I I ,w�i 1-30' w � II-� � `� - - - J �/- -y' / —e ss a ss a ss s••ss m I - � I� 381.58' ' I 30' WIDE PUBLIC WATER � �so � II � � J q s II -& SEWER EASEMENT ----------� to I CIFI\\ F L I I t 8 PVC SAN SWR \ I S S S S L S S S S KEYNOTES MAIN 5=0.5% W W W W W W " CONCRETE CURB & GUTTER. W \ o� 6 EXT'G 8" D.I. WTR `�/,\\ - \ NTq MAIN STUB. FUTURE \\"'- © 4" THICK CONCRETE WALKS WITH BROOM FINISH. SLOPE TO TOP OF CURB �`O Nq \ PROPOSED 8" WATER N 1 BLDG SITE \ I 2�(MAX). INSTALL IRRIGATION SLEEVES AS REQUIRED. 8" TEE, G.V. & III_ I m Y (NOT IN \ I * CHRisn B.O. ASS'Y. N MA EXTENSION �11— f C auocsRiR = LOT 6 BLOCK 4 L L T PROJECT) y O CONCRETE RAMP. TEXTURE SURFACE & SLOPE TO MEET A.D.A. & CITY OF BOULDER CREEK SUB '\ o INSTALLED WITH PHASE I L- J\ BOZEMAN SPECS. Ro+oazs e PHASE I — — — — — — e \ \ S�•cExsc� ZONING: R2 \ 'w�� ----- -------1-r-- LANDSCAPED AREAS. SEE LANDSCAPE PLAN FOR DETAIL FS/O,ygV 6 ✓' V �L -� V\ -AT \ �1E UTILITY FUTURE BLDG SIT 1 k\� EASEMENT (TYP) I I CONNECT TO 2% SEWER STUB AND INSTALL PVC SANITARY SEWER SERVICE 1168 LOT 3 BLOCK 5 XC/ -'1, TO BLDG. 5=2�MIN. SEE MECH. FOR SERVCIE SIZE AND CONT. IN BLDG. (NOT IN PROJECT) BOULDER CREEK SUB �i ` \ EXT'G LOT DRAWN BY: CGB PRIVATE UTILITY \ PHASE J \ ". END OF CURB \ LINE I F CONNECT TO EXT'G 8" STUB AND INSTALL 8" D.I. WATER MAIN PER C.O.B. (TYP) / 1 P.P.E. ZONING: R4 "1" £+hN & PAVEMENT \ I I O STDS. REVIEWED BY: BILE _ _ _ _ ____ \ OPEN SPACE 4- PROJECT ENGINEER:CGB \ •moo o '"� I INSTALL COPPER WTR SERVICE AND D.I. FIRE SERVICE PER C.O.B. STDS. VERIFY BOULDER CREEK SUB © SIZES WITH MECHANICAL ENGINEER PRIOR TO CONSTRUCTION. SEE MECHANICAL \ \ \ \ 3 2' \ I PHASE I DESIGNED BY:CGB \ LOT 5 BLOCK 4 \ f��� ZONING: R4 DESIGN FOR CONT. IN BLDG. \ BOULDER CREEK SUB EXT'G6" PVC. 6' WIDE \ PHASE I SAN SERVICE o \ CONCRETE WALK C mN C \ �,+ I I O VISION CLEARANCE TRIANGLE \ \ ZONING: R2 S=2% L=35' �\ I 1 STORM SEWER CURB INLET, PIPING AND DETETNION FACILITY. SEE SHT C1.1 - \ V u PHASE I 5 SIDEYARD 26' i9- i\v \ \ F D D \ GRADING PLAN FOR DETAIL \ \ N LINE SETBACK 270°00'00" ,m s \\ \ \\ `60 R)G \ �� � 2 �� \ NV Oj SIDELAK CHASE. SEE SHT C1.1 - GRADING PLAN FOR DETAIL p e�F WA\ _ _ aaow \ \ \ YoN\ ��- -�_--��- --- - \-- - age----- -- 156°59'29" SAWCUT AND REMOVE EXT'G CURB AND SIDEWALK AND INSTALL NEW DRIVEWAY 10' P.U.E. 7 1 12.77' - APPROACH PER C.O.B. STD DETAIL 02529-11. ii FUTURE BLDG SITE 1 4� ss 5' WIDE, 6" THICK REINFORCED COLORED AND 2.5' SQUARE SCORED CONCRETE \\/ \ EXT'G 6 PVC SAN m o�, \ \ \ 1144 (NOT IN PROJECT) P 54' 4. ® I 150' WATER © CROSSWALK. \ SERVICE S=2% J \\ (DI I I I P 1 COURSE 30' WIDE PUBLIC WATER B 45 A SETBACK O BARRIER FREE PARKING STALL WITH A.D.A APPROVED SIGNAGE AND PAVEMENT \ \ \ \ \ \\\\ I & SEWER EASEMENT LOT 1 BLOCK 5 l 1 MARKINGS. I� -BOULDER CREEK SUB C B I �I \ PHASE C PHASE Hausa A C I Q CORA 8 BIKE RACK W4508 (GALVANIZED) WITH 4" THICK CONCRETE SLAB. \ LOT 4 BLOCK 4 ® m INSTALL PER MANUFACTURERS RECOMENDATIONS. \ \ BOULDER CREEK SUB \ \ B B I l I "' PH � H \ \ PHASE 15' FJ20N A D \ © PHASE III 1 "� F-� A OO TRASH ENCLOSURE WITH 6" THICK REINFORCED CONCRETE SLAB e� \\ \ ZONING: R2 SET�BAC t0' U. H ai oqa P A 9°3 A 12 PLEX I I b P 1 O 2 BDRMI II\ o \ © 4" WIDE YELLOW STRIPING - TWO COATS. Fq \ \ \ D 9• gp' 1 UNIT$ MAILBOXES ON CONCRET PAD o� F W W W W 5' W24 W W P 1140 l ,u \ ® 2 PARK BENCHES �° W EXT'G 8" D.I. WATER \ Ns oN \ 54' 34.1' © 81" 4J�s SETBATK 1 20' REAR \ II \\ MAIN STUB. 8" TEE, K C ws 1 C J \ 11.25' BEND, G.V. & P 18' \ a P A L 5' D A 0 <j 9.4 ® 1 a \\ \\ LOT 3 BLOCK 4 \ \ 7 B D 71' EUX T'G PROP P A \ BOULDER CREEK SUB \ ow 71 LINE A - b \ \ PHASE I \ N \ E noraye D �12 fi 18' 26 18 4.58 26' 66.5' 1\ I \ L-ma.a3" o �Z-Z 18 I \\� PHASING NOTE: --' ZONING: R2 \ N ss \ \ A= 01 36' OPEN SPACE ® i,,,yw �_ � \ \ 1.00 g \ 2,950 SF O j I THIS PROJECT IS PROPOSED AS THREE PHASES. 39' D B P D \ P y 72' P 78' D PHASE fl norayw 1 \ \ 7' O O CURBING SHALL BE INSTALLED AT ALL PHASE LINES THAT BISECT LINE / I I PAVED AREAS. \ \ EXT'G 4 81 T" PVC SAN 3 D 81 P x ' OPEN CE III 97 SERVICE S=2% wsmF w ° LOT 1 BLOCK 5 84 6,060 SF I \ LOT 2 BLOCK 4 I o I BOULDER CREEK SUB � \ 1 \ 1 I BOULDER CREEK SUB I N I I A 24' PHASE I O B I I \\ 1 1 11 PHASE I a n I 1126 9 C 5� 9' 63 OD \ LEGEND 1�1 1 1 ZONING: R2 I I N ' I PHA$EI I I —4771 MINOR CONTOUR (1") • FOUND MONUMENT AS NOTED 1 9 0 18, / P / —4775— ® CONTROL POINT 1 I I � I o D 1 12 PLEX A O IV P A � I I MAJOR CONTOUR (5') � cq I EXT'G 1.5" COPPER m a 2 BDRMI C A D N 72.3' \ BENCHMARK I� I I I p PROPERTY LINE/ROW x WATER & 4" D.I. I FIRE SERVICE. Ia UNIT$ PHASE 13 I S I IN EASEMENT LINE SEWER MANHOLE 44 LOT 1 BLOCK 4 1 B 5' x FENCE BOULDER CREEK SUB w) N 72 INE O QD C 92 QDIN OII a O SEWER CLEANOUT 63 1130 +20' WIDE t s SEWER MAIN D4 WATER VALVE P/2 I PHASE PHASE III 0 ZONING: R2 B ONVEYANC ss FIRE HYDRANT °� 18, 26' 18' 18 PLEX SEWER SERVICE i 9 D w ® CURB STOP b 00 7 EXT'G 8" SAN 2 BEDROOM PRIV, WATER MAIN (~ �o 39' ws w WATER WELL Cq SWR MAIN (TYP) 28.2' UNITS SER\ m � 7aa WATER SERVICE .. I -0 A � STREET SIGN � EXT'G 8" WATER m \ FIRE SERVICE .. L-------------J L--- I -�� - -- -- - - - -- ---�- - ----� so STORM MAN " BOLLARD MAIN (TYP) o s 8. P P Np i( -P:FNFt}P � D L op ¢ LIGHT POLE e-7l `� W eq OVERHEAD POWER O B 10' B -� c •a, POWER POLE OVERHEAD TELEPHONE O 16 �V ult GAS— b GUY ANCHOR - ® V P� ob EXT'G 6' PVC-SAN UNDERGROUND GAS SERVICE S=2%. G 1 space g FROINTTARD 4 spaces h� IE ELECTRICAL PEDESTAL - s..w s..w s..w s..w s..w s..w s..w s..w s..w s.w 8..� s..w kW 8. L s..w 8°w a.w 8°w O a.L a°w s..w 1i-�BAC a w w a.w e E UNDERGROUND PHONE �� ` K �N•w awl aw ew ELECTRICAL METER N (~ _ _ 60_RIGHT -SHERWOOD WAY EXT G CURB UNDE GROUND EL TRIC 12 O" 8-ss a•ss �ss OF W�� ass ess s ass GUTTER TYP - ® TELEPHONE PEDESTAL = O+ yI1� U & aw R EC ICF4l a•s e s e ss —ass ( ) ROAD CENTERLINE 00 \1% CURB & GUTTER ® GAS METER _ EDGE OF PAVEMENT D4 GAS VALVE EXT'G 2" COPPER-WATER _ ---- EDGE OF GRAVEL TEST PIT SHEET & 4" D.I. FIRE SERVICE. p PERC TEST m r F ---- EDGE OF CONCRETE TREE CONIFER SIZE AS NOTED) f� F------ F--- ( Cll.0 >n EDGE OF BUILDING o m m —GAS UNDERGROUND GAS TREE DECIDUOUS (SIZE AS NOTED) BOULDER CREEK LOT 1 BLOCK 7 LOT 1 BLOCK 8 LOT 1 BLOCK 9 LOT 1 BLOCK 10 I uP UNDERGROUND ELECTRIC SITE PLAN BOULDER CREEK SUB 1 BOULDER CREEK SUB BOULDER CREEK SUB BOULDER CREEK SUB 'o PHASE IPHASE I PHASE I PHASE I PROJECT:14-147 ZONING: R2 ZONING: R2 ZONING: R2 m ZONING: R2 DATE:02-14-19 I I I I I I I I