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HomeMy WebLinkAboutWestbrook Subdivision Phase 1 LEGEND 0oF MONrgN9Q, EXISTING SPOT ELEVATION oa MARK A. o CHANDLER x(100.00) PROPOSED SPOT ELEVATION NO. 9518ES © EXISTING POWER BOX QT EXISTING TELEPHONE BOX O DRAWING LIST ER ERPN�9�F�FCI ST O P?O N�INE QE EXISTING ELECTRIC BOX AB1.0 OVERALL PLAN -�� ME r ® EXISTING SANITARY SEWER MANHOLE \ ME A62.0 LAUREL PARKWAY&ETHAN WAY SANITARY Sheet 1 Of 31 �^" M 15" M R ` g74J SEWER PLAN AND PROFILE 4 EXISTING SANITARY SEWER CLEANOUT ' C P CULVE AB2.1 IMMANUEL WAY SANITARY SEWER PLAN AND F.L.O T 474 5 PROFILE U m m E EXISTING FIRE HYDRANT L. 41.07 o (n z (TO BE COMPLETED WITH PHASE 3) 3 PROFILE @ n 'C 0 EXISTING WATER VALVE / G OWOF 4748 0 O N AB23 SHADOW GLEN DRIVE SANITARY SEWER PLAN C N m ALVE W AND PROFILE ® EXISTING CURB STOP L _ EXISTING F$m EXISTING POWER POLE DETENTION s MINOR U B D I V I S I O 20 (TO BE COMPLETED WITH PHASE 2) E a t N O �Q Q PROFILE POND 1 a :a EXISTING LIGHT POLE I oL.=z1.s3s Sa. 4>qs m (TO BE COMPLETED WITH PHASE 2) ` v m..`__ - ® EXISTING STORM INLET PF �rq (n ABDO ETHAN WAY WATER PLAN AND PROFILE � C AB3.1 IMMANUEL WAY WATER PLAN AND PROFILE ® PROPOSED STORM INLET \ 9F, 3 LOT R2 PROPOSED STORM DRAIN MANHOLE (TO BE COMPLETED WITH PHASE 3) � a_ LOT 1 I 9n m m� ® A63.3 SHADOW GLEN WATER DURSTON ROAD TER PLAN AND PROFILE C C L PROPOSED SANITARY SEWER MANHOLE to BLOCK 4 w Ais+ (TO BE COMPLETED WITH PHASE 2) u$_ PROPOSED RY (M BE COMPLETED NTH PHASE 2) ®° PROPOSED CURBASTOpEWER CLEANOUT I O 4752 .+v+ STORM IMMANUEL WAY PLAN AND P (TO BE COMPLETED WITH PHASE 4) o W PROPOSED WATER VALVE I N E N Y O ^ _ EX OND \� AB4.1 PROFILE POND 3 2< 3q PROPOSED FIRE HYDRANT Scale In Feet BENCHM K:CP il5 M SEWER PROPOSED WATER WELL 100 0 100 RIMEX S4M 3 54 9 EX N ET ET NAIL) I AVD 88 AB4.2 GLENWOOD DRIVE PLAN AND PROFILE W © RIM 4 S1 = 477262 F.L. OUT(W) 4742.33 ISTING W L. T N = 47:- \ \ AB4.3 SHADOW GLEN DRIVE PLAN AND PROFILE PROPOSED LIGHT POLE 4753 EX S MH (TO BE COMPLETED WITH PHASE 2) 30 0 30 F.L. IN(E) =4742.43 I t2 \��i F.L. (DROP) IN (S) = 4744.46 _ - 4755.32 SEWER PROPERTY BOUNDARY LINE Scale In Meters AB4.5 DURSTON ROAD PLAN AND STORM SEWER SURROUNDING PROPERTY LINE Contour Intervals: 1 Foot EXISTING DETENTION POND 1 SETBACK LINE w` .. NV IN S51 ggq,6 LAUREL PARKWAY PLAN EDGE OF WETLAND a"w- a a's AB5.0 DETAILS EASEMENT LINE �TRE� 2 5 5 _ 95 EX INL AO �G A65.1 DETAILS ^ xX-EXISTING FENCE � ,RyM F.L. IN(SW) = 4747 YIE ^GCB LE PEDESTAL 'LL + _ 46. r -1 LOT 36,I A65.2 DETAILS DIEDEXISTING OVERHEAD ELECTRIC LINE F.L. IN (SE) = 47 .5 I P E�F.�IIP( - `qq'O V � �I AB5.3 DETAILS UGE EXISTING UNDERGROUND ELECTRIC LINE WO ST WITH ST O _� A65.4 DETAILS GAS EXISTING GAS LINE EX IN T A ELE RIC S \N�q? / M A66.0 PRIVATE UTILITY PLAN Q�J UGT EXISTING UNDERGROUND PHONE LINE F.L.OUT(E) = 477 " I' �� \ Vim" OS 1 LOT 8� (TO BE COMPLETED WITH PHASE 2) - OHT EXISTING OVERHEAD PHONE LINE POWER 4 ' LO 3 A67.0 STREET LIGHT PLAN W PROPOSED WATER SERVICE EX INLET 1 E' 23517 7 m -..v+ 19 F4Pve T mYA =4753.01 �oF -- -•=e (TO BE COMPLETED WITH PHASE 2) 8"W PROPOSED 8" WATER MAIN F.L.OUT(N) =4749.74 A P IC PARK _ n� v�i LOT 7(n ADS STRIPING AND SIGNAGE PLAN O -4••SS PROPOSED 4" SANITARY SEWER SERVICE F.L/IN (l^Lbr474B'74 4(x _- - - \ _i o° -B••SS -PROPOSED 8" SANITARY SEWER MAIN / '^ c�OCF 40 \ Q 3W (TO BE COMPLETED WITH PHASE 2) IL ST PROPOSED STORM SEWER Q S POND _-- W LOT 6 1O U E GE PROPOSED UNDERGROUND ELECTRIC LINE BIK ` O -PROPOSED SWALE/RETENTION POND CONTOUR ( XISTING BLOW / �� W'- - m PROPOSED CURB AND GUTTER LANE ASSIGNM VALVE �� Q3 = RIM X 54756 LOT 5 0 B O L T 5/ �� F 3 LOT 4 F.L.OUT N =4746.00y�+F" � )( 6.,o � 13 T 11 LOT 10 LOT 9 LOT LOT 6 6,6 s F.L. IN (E) =a7a ,209 SF 6,813 SF 6,813 SF 7,638 SF 7,638 SF 6 1 �11SF 6,813 SF 1� PARK T T XIST G- - - LO ro LOT 4 z C j e5Y L 3 N 0 8"S 8"SS 8'SS 87 SF 3 m 415 - x \ LOT 3 Q O / LOT 17 T 1 OT 14 LOT 13 LOT 12 L 11 LOT 10zq BENCHMARK z HAN Y 9,543 BE 7,533 SF 7,533 BE 7,524 SF 6,796 SF 6,796 SF fi,795 SF 7,645 SF 11,224 SF N 4j �I TOP OF SET NAIL C.P.#50, NORTHWEST CORNER OF SITE ELEVATION = 4752.62 FEET Q A (NAVO 88 FROM NGS OPUS SOLUTION) ('� LOT 2 _ LOT, LOT 2 LOT 3 / P AS 3 3 = T 1 LEGAL DESCRIPTION I L 2 0T 3 LOT a LOT s o LOT s LOT 7 LOT s LC �' BIKE LANE/NO I 73 SF 6, O SF 6 00 SF 6,600 SF 6,596 SF 6,796 SF 6 6 S 79fi SF 7, m LOT 1 LOT 2A, MINOR SUBDIVISION 201A, LOCATED IN SE 1/4, SEC. y 4,T. 2 S., R. 5 E. OF P.M.M.,CITY OF BOZEMAN,GALLATIN Q COUNTY, MONTANA LA ASSIGNM `g ' ` T `O Ir 1T,1 z LLI SPECIFICATIONS G " OD DRI s sR a' e s5 - s ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE 4 o 3 OPEN SPACE D = LOT 1 3 LOT 2D w 77 HEREBY INCORPORATED BY REFERENCE: / LL 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION (APRIL 2010) ry NO Ia OT 20 L 18LOT 7LOT 6LOT 15 LOT 14 LOT 13 12 LOT 11 m OT 2C 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING ADDENDUM o / 8,573 0 ,226 S ,226 S ,2 S ,226 S ,224 S 6,687 SF6,685 SF F 7 NO. 1 (AUG 2013) of A LOT 2B \o/ A 3 � II 2A O GENERAL NOTES 3 P AS k m MM 1, NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE 5 M H/NO IN LO 10 n h�l OT 1 LOT 2 LOT 3 OT 4 LOT 5 L T 6 LOT 7 L 8 L 9 WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN LOT q ,64 - 9, 3 SF 6,615 SF 7,125 8 ,805 s 7,125 ,68 s 6 ,125 SF ,24 "> 11 ENGINEERING DEPARTMENT. � / �`° .,o-T�R LINE LOT 92� 8 2. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE `g EXI RO E T 12903 SF CA ENGINEER AND THE CITY OF BOZEMAN,WORKING DRAWINGS,SPECIFICATION SHEETS, ETC. FOR - ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL - \ NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY 8G END I E R 6 ,s w sa"w LOT 1 THE ENGINEER. 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE KI R ro BEGINNING OF CONSTRUCTION. LOT T 1 THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR LOT 11 T 1 LOT 2 LOT 3 LOT LO s. 6 LO LOT LO TO BEGINNING CONSTRUCTION. 09 SF SF 4 7,537 SF 7,s SF 7, 4 SF 7,487 SF 7,273 SF I��1 OUS POWER 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED EXCEPT AREAS ON THE BIK G STI 4" THE POLE PLANS WITH SPECIFIC INSTRUCTIONS TO MATCH EXISTING STREET SECTION AND OR BACKFILL WITH FLOWABLE FILL. LONE ASSIGNM G - CF j OE T 6. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE Fy�p�IN RB .1 W "GEOTECHNICAL INVESTIGATION REPORT' PREPARED BY ALLIED ENGINEERING SERVICES, INC. 12"W 12 W O✓�`V ING'3 IN '- DATED JANUARY 2002. 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL 0 0 1Y RCP STORM SEWER OSHA REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR F.L. OUT:4763.27 HIS EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. 54" BY 88" RCP ARCH CULVERT ADAM BRONKEN MEMORIAL PARK TRACT 3A C.O.S. 1005C 24" RCP CULVERT ® Issue Date: 11-5-2015 TRACT 2A, C.O.S. 1005C 23.60 AC. F.L. IN (S):4760.021 8. PROPOSED GAS, ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE. FINAL ^ ^ BURNT LEATHER RANCH, INC.ZONED R2 F.L. OUT(N):4759.115 57.70 AC, F.L. IN (S):4762.65 ZONED PLI F.L. OUT N:4761.69 VICINITY MAP SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF ( ) APPLICATION FOR SERVICE. 0.5. 1005E 41.29 AC. 2 AB1.0 SCALE:NTS 9. VAUGHN ENVIRONMENTAL SERVICES SHALL INSPECT ALL CULVERTS DURING INSTALLATION. CONTACT BARBARA VAUGHN AT(406)-581-0655 TO COORDINATE INSPECTIONS. WATER AND SEWER NOTES ABi.p OVERALL SITE A B 1. SCALE: 1"=100' 1. USE JOINT RESTRAINT AT ALL REDUCERS,TEES,BENDS AND VALVES AS SPECIFIED &S-Bun T IN JOINT RESTRAINT TABLE. U/5/15 #14693 ��P�OF MONTq,E9f} R MARK A. o CHANDLER N0. 9518ES 0 0�9� �fG I ST ERA" PLO ENGINEER PN�� EXISTING BLOWOFF / LANE IA S NM VALVE T IG I I / /� ------- Sheet 2 Of 31 EX SSMH 24 SS +H 2(48")STA 3 0.00(5.44'R) RIM = 4756.30 LOCATE EXISTING USHES / / Co n 12 F.L.OUT(N) 4746.00 s AND TREE 10 SOU OF RIM:4758.22 / / o LOT q�6 C m F.L. IN (E) = 4746.1C SSMH 1 IN MEDIAN. EXTEND FL IN (E:4748.29 (8") LOT 5 / q 24.887 IF � m c CONNECT PROPOSED 8" SEWER IRRIGATION AS REQUIRED FL OUT(W:4748.14(8") / p 61622 SF / b TO EXISTING SSMH LOT 13 LOT 1 2 LOT 1 1 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 / rr E L FL IN(S) =4746.20 8,209 IF 6,813 IF 6,813 IF 7,638 IF 7,638 IF 6,813 IF 6,813 SF 6,813 IF / / BLOCK o� BORE THROUGH BARREL / / /CUT CHANNEL IN BASE ISTNG BUS:;C 6+45.54(RAISE MANHOLE FRAME TO D TREE (54.09'L /PROPOSED MEDIAN GRADE) 0+91.11 1+62.88 2+24.82 2+86.76 3+86.20 4+55.64 5+17.58 5+79.52 / 61.04'R (0(38.02'L) (38.00'L) (38.00'L) (38.00'L) (38.00'L) (38-00'L) (38-00'L) (38.00'L) (31.04'R) o EXISTING ASPH LT AND CURB TO BE SSMH 3 (5.50'R)REMOVED FOR MEDIAN EXPANSION.DISTURBED MEDIAN SHALL BE RESTORED TO ORIGINAL C NDITI ONS (INSTALL 6" FL OU ( )MINIMUM TO SOIL AND RE-SOD) 8" 8"Wo 8"W 8" �- 8- 81 8" 8" p8'W 8" 85N 8"W8"Wo " o :L IN 4(SEE-SHEET 4.6) ti - - - - ++ T W. I7SS 8"SS 8"SS 8'SS �� "SS 8" 8"SS4 7.59 R) W 0 3 0 SSMH 1 (48') STA 0+28.57 (5.50'R) RIM:4757.29 / I 12 / ® W O FL IN (E):4746.87(8") 0+85.69 1+60.69 2+29.17 2+97.65 3+96.13 4+57.91 5+19.69 5+81.46 do FL OUT(N):4746.65(8") (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) 3 8.53 'R / a 'R) LOT 2 LOT 17 LOT 16 LOT 15 LOT 14 01 1S LOT 12 LOT 11 LOT 10 11,224 IF g••W g•W g••W 3 9,543 SF 7,533 SF 7,533 IF 7,524 IF _,-�c SF 6,796 IF 6,795 IF 7,645 IF ro I SAWCUT EXISTING AIIIIALT AND CURB APPR XIMATELY 10' BY 211' io E T H A N WAY 0 BACKFILL TRENCH WIT FLOWABLE FILL TO OTTOM OF ASPHALT. QI 1V / / REPAIR MEDIAN CURB. MATCH EXISTING ASP ALT THICKNESS WITH V 3 BITUMINOUS ASPHALT ATCH. REPLACE ANY AVEMENT MARKINGS REMOVED OR DAMAGE DURING CONSTRUCTI N. w � w0 Scale In Feet 50 0 50 W 15 0 15 Scale In Meters 477 775 477 `°. `°. 770 1h1 40 kk C1 476 y^ ` , 765 476 1 ry9k^k6^k6, 765 9 k'6 `�l 7 k1 k6 k6.y�{ Q'!`` J� •�" r1ryk14 1k yy�'?�` r-y EXISTING GRADE t�,�� 2�y`1'�°FPF;Q�P ��k��LF,L�1k FINISHED G ADE e o OP P 476 ° 760 r� 476 4 G°� �� 760 ------------ E _- �\ OJ �" - _-- 0 F GINAL GRADE "----- V 1 ----___ 475 755 475 -------- - __-____________ I-� 755 �18" S ORM SEWER " WATER rT, 475 8" w TER MAIN 750 475 FM+I 318' (NP) o 18" MIN (TYR) ^y, 17 of PVC®0.40% EXISTING SANITARY ( ' 8' 19' STORM S WER 112 0.40% � SEWER MAI EXI11 STI�PVI 474 745 474 SANITA Y SEWER 745 FORCE MAIN EXISTING 8" P C SDR 26 SANITARY SEW R 474 740 474 740 > m M h N h N h J cD it1 I� cD r of C c0 T M c0 of M N O� W J r r'] N O m a p U) c0 r r r r r J r OJ r r r r r c0 W W tO h h h W O h h I� r c0 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 Issue Date: 11-5-2015 LAUREL PARKWAY ETHAN WAY AB2.0 SCALE: 1"=50' HORIZONTAL, 1"=5'VERTICAL AB2.0 SCALE: 1"=50' HORIZONTAL, 1"=5'VERTICAL AB2.0 AS-BtJn.,T NOTE: U/..11C 15 1. ALL SANITARY SEWER SERVICE LINES SHALL BE 4" PVC PER COB '1J STANDARD DETAIL 02730-2(DEC 2003) #1 4693 ��P�OF M�Tq�9f} �a MARK A. o CHANDLER BE �, No. 9518ES 8'Illf�lll o 0�9� �fG I ST ERC PLO ENGINEER OR COMPLETED Sheet 3 of 31 �-► WITH CMNm PHASE 3 Ztj LOT 9 L III LOT 8 LOT 11 LOT 7 Cam 6 5 SF Il 6,796 SF 6,795 SF 6,813 SFL ` fm LOT 9 6,241 SF O1- N ?� 7,260 SF N W$ y 1 F m r LOT 10 11 11 LOT 9 LOT 10 6La1s 6F o �� 7 0 x _ LOT 10 6,641 BE 7, 7,700 BE 7,645 SF ® = p - - 7,909 SF W o �• 1+38.53 v m - z - m z - m8"W "W ®•-W LOT 5 +� -i � of 6,622 SF V 8"55 �8" .'SS ��8'S5 8"85 8"85 �8"55 8"55 8"55 � � O 11,0415E 20' LONG 8" 8 00� 1+49.56 /-- (31 04�)- (38.00'R) S H (48°)STA 2+88.03(5.50'R) 4+48.53 (38 8.53 20 \ VI F SSMH 5 (48') STA 0+46.43 .50') RIM:4759.99 (38.00'R) (38.00'R) r STORM \\\476 8 52.17(8") FL IN (W)4751.06(8'')(STUB) 5+75.59 SEWER EASfM 7 :4752.00 8" (58.09'R) fNT FL OUT(N):4750.96 LOT 1 SSMH 3(48")STA 5+68.03(5.50'R) �I O LOT 12 / _ S. 14.988 SF FL:N (S):9 Scale In Feet 12,903 SF qq'O FL O (S):4:4 49. (8") \ I r mm �o/ \Seo < FL ouT(W):a7asss(e") / 50 0 50 V\ —-g;,__ y�� / ryo �'bo LOT 2 LOT 4 rJ .S_ 11,224 SF 24,887 SF / 15 15 Scale In Meters a z y° o k kb. 4) V o' yd 477 k yti ° a � 770 � � ORI NAL GRADE 1h`clk kly y1y0 Pyx 1 1 �� 476 14.`' `�,`', �0�0 765 476 -- ---_ 760 FINISHED GRADE 4755- 4755 FM+I 8" WATER h+l 0 18" MI ( P) 238'0 8" PVC®0.4 7 475 -.._ _ 750 18" MIN(TYR) 474 745 0. o6 o6 n n n h n n n n n n h n w w a v a a a a a a a a a a 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 Issue Date: 11-5-2015 n IMMANUEL WAY w o 777 �7 A B 2.1 NOTE, AB2.1 SCALE: 1"=50' HORIZONTAL, 1"=5'VERTICAL A _Bony 5 1. ALL SANITARY SEWER SERVICE LINES SHALL BE 4" PVC PER COB 11�5/L STANDARD DETAIL 02730-2(DEC 2003) #14693 C4�P�OF MUNTgq,9Cs oa MARK A. o CHANDLER W No. 9518ES 0 0�9� qFC I ST Egf, ENGINEER PN`J 7 1 s MH 7(48")STA 4+27.91 (5.50'R) - Sheet 5 of 31 RIM:4764.59 S MH 6(48")STA 7+11.00(8 9'R) MH 5(48")STA 8+03.5 (5 �` BLOCK FL (W):4754.17 (8") RIM:4 63.07 Rll�h"752.78 SW FL IN(W:4752. 6(8") FL ISW):4752.17(8") w/ FL OU (E):4753.97 (8") U m m E / FL OUT(NE):4752. 6(8") FL OUT ):4752.00 (8") 25 H NO,PA KING BSI LO 1 O SO, m / 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 L T 9 6,6 1 SF / 9,113 SF (685 SF 7,1255 SF 5,805 SF 7,125 SF 6,685 SF 6,687 SF 7,125 SF 6,2 1 SF \ C m 3 SSMH (48)STA 1+28.9 (5.5101 RIM:47 3.81 ED ti0 IN FL OU (E):4755.44(8") TREE LI 4E E a 4 1+62.01 2+22.78 2+83.55 3+44.3 4+05.09 4+65.86 5+56.66 6+17.43 6 78.20 (38.00'L) (38.00'L) (38.00'L) (38.00') (38.00'L) (38.00'L) (38.00'L) (38.00'L) (8.00'L) m LOT 12 �� o Cn '9 I 12,903 SF � m 8 0 0� r; m L u- o o ..W 8.W o B..W 8..W 8-W 8..W ..� 8..W ..W a B..W B..W o 8.W m - - - - - �� _ - 8"s '+ "ss a"ss a"s a"s "ss a"ss 8"SS a" a"s T I _ },�1 +02.64 W MIN �I E STIN ELL +40.53 5 3'R) OW I PER TUB 8.00'R) / 1+34.97 2+01.15 2+67.33 3+33.51 3+99.69 4+63.86 5+60.37 6+24.88 6 87.39 N Q m (38.00'R) (38.01'R) (38.00'R) (38.00'R) (38.00'R) (38.06'R) (38.00'R) (38.00'R) (8.26'R) a LOT�F LOT 1 W J 3 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 OT 7 LOT 8 LOT 7,9 11,so4 F 8,008 SF 7,554 SF 7,537 SF 7,521 SF 7,504 SF 7,487 SF /.'/.5 5F 7,262 SF 7.260 XISTI G AR�XISTING HO SE XISTING 24" TREE O TELEPHONE ---- - �7 0 PEYESTAL �Gy -LANE ME EXISTING 3( PINE I 1 r �. Scale In Feet 50 0 50 5 0 15 a O Scale In Meters a CCOO O 4) 477 a „^ oo 775 x yip `0l ,yip,L�,`01 A. 1b, A k � O 477 �k^ ^"rye `' 770 C) FI ISHED -_ _ ORIGI AL GRADE 476 GRADE __________ ____ F F O �F OJ 765 g 476 -----_- -- 760 475 755 EXI TING 8" PVC 90'of e"S0 26 PVC 0 0.43% SA ITARY SEWER FO CE MAIN 475 750 N �n ,p a N om rn OJ [D M OJ vi a M N M 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 Issue Date: 11-5-2015 n SHADOW GLEN DRIVE A B 2.3 777 �7 NOTE: A82.3 SCALE: 1"=50' HORIZONTAL, 1"=5'VERTICAL ks-Bvn- 1. ALL SANITARY SEWER SERVICE LINES SHALL BE 4" PVC PER COB 11/5/15 STANDARD DETAIL 02730-2(DEC 2003) #14693 T !' 1 1 C�P�UFT4N9C �oa, MARK A CHANDLE.RCOMPLETED o 1, No. 9518ES WITH PHASE 3 ER PN� ' EXISTING BLnW F Sheet 8 Of 31 VA E CONCURRENT EXISTING BLOW OFF AND CAP TEE AT MAIN. REMOVE / / LANE S M T�G I CONCURRENT WITH LAUREL PARKWAY ROADWORK.. BACKFILL WITH FLOW E STA 3+71.2(20.5'L) STA 6+31.5(21.3'L) /h FILL TO BOTTOM OF ASPHALT AT STREET SECTION. REPAIR CURB. MATC ' /INSTALL 14.4 LF OF 6" DIP AND INSTALL 15.3 LF OF 6" DIP AND / Cj EXISTING ASPHALT THICKNESS WITH BITUMINOUS ASPHALT PATCH. SEPTA m m E r ANY PA EVENT MARKINGS AMAGED OR REMOVI D DURING CONSTRUC ION HI PER GGB G.2669 W C _ F.L.=4750.96 F.L.=4747.69 / EX SSMH 24 __ G.L.=4758.39 G.L.=4757.05 RIM = 4756.30 b" - , STA 0+0.6(20.5'L) A.B.=4760.49 A.8.=4759.17 / /g LOT 4 �j�S' F.L. OUT(N) = 4746.00 ' HYORAN INSTALL iPER COB4.4 UP F.2660-6" DIP AND / 24,887 SF S E m F.L. IN(E) = 4746.10 s F.L.=47 0.46 LOT 5 / h L a t 6,622 SIF / 7 o x• LOT 1 A B: 866LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 / /'� U1 m c I 8,2 9 S�' 6,813 SF 6,873 SF 7,638 SF 7,638 SF 6,813 c- 6,813 SF 6,813 SF / / BLOCK ®r K 5 •0 STING SHIES 6 7.34'L ` v p@ D THE STA 6+.5'L (57.34'L) / / / o 5.5'L _ 1+12.00 1+78.83 2+40.77 3+06.45 4+05.99 4+71.58 5+33.61 5+95.46 / / STA 6+61.0 C a m m T (37.64'L) (38.03'L) (37.99'L) (37.98•L) (38A4'L) (37.98'L) (37.90'L) (38.01•L) 5.5'L / m e` INSTALLL 8 IN X 8 IN X 8 IN I / rT TAPPING SLEEVE 8" GATE VALVE AND AND ID BLOCK PER C.O.B. �-- o' + ` 0 STANDTHE ID DRAWING 02660-1 _ 0+10.22 81. �W 81.W 8'. 8" 8'.W 8�� 8�� g g�� g 81.W 811W �.W (5.50'L) I +1 - - - ,. _ o LOT 3 " 81,S 811S �`B•'SS 'SS •'SS 8-SS 8-SS SS 8"SS 8"SS 1 4 0 o W U Z 12,587 SF 2< 3$ W 1+08.41 1+80.13 2+48.43 3+16.88 4+12.00 4+73.86 5+35.53 5+96,58 (38.20'R) (38.09'R) (37.93'R) (38.03'R) (38.05'R) (38.00'R) (38.05'R) (38.23'R) / STA 0+80.6 II 5.5•L - LOT 2 w STA 5+42.8 I 11,224 SF �I LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 L L II Scale In Feet "W 8"W 3 9,543 SF 7,533 SF 7,533 SF 7,524 SF 6,796 SF 6,796 SF 6,795 SF 7,645 SIF / a 50 0 50 E T H A N WA / SAWCUT EXISTING C RB AND ASPHALT AP ROXIMATELY 10'X 6' Ij O EEmElm6mmmmondBACKFILL TRENCH ITH PLOWABLE FILL T BOTTOM OF ASPHAL AT Fil 15 0 15 STREET AND CURB ECTION ONLY. REPAIq MEDIAN CURB. MATCH EXISTING Seale 7n Met- ASPHALT THICKNES WITH BITUMINOUS A HALT PATCH. REPLA E ANY 3 PAVEMENT MARKING DAMAGED OR REMO MOT DURING CoNSTRU TION 4 L�L l� W RESTRAIN ALL JOINTS WITHIN SPECIFIED LENGTH FROM FITTING FITTING LENGTH (FT) NOTE 90 BEND 16 <90 BEND 7 SX8 TEE 16(BRANCH) NO JOINTS WITHIN 4' ON RUN 8%6 TEE 5 (BRANCH) NO JOINTS WITHIN 4' O ON RUN CAP/PLUG 31 8" VALVE 16 + Gh vava 3 JOINT RESTRAINT AB3.0 SCALE:NTS A 476 ?PQ OPy� O E,.��o- 5 GP ���'•�o' s G �QpP�6o 765 PIPr� i �2�+Ory0 ,x�OO6000 z 0 E• Mx Q P? y�P� ?01e ORIGINAL GRADE y�P 2Q , 476 2P �` y1P o 760 ___________ __-_______ 475 8" MIN ( P) SEWER_____-_-_____ _ 15" PVC 755 O - F- r EXISTING 8" VC SIDE 26 6.5'MI COV (TYP) STOF M SEWER ^� SANITARY SE ER FORCE MAIN 8" SANITAR! g DU TILE IRON WAT R M NER 475 MI S 750 r 1 18" MIN (TYP) Y R OF 2' -7 HICK 4'WIDE 8 LONG FOAM 8" SA ITARY BOARD INSU TION (40 PSI)OVER PIPE FR M STA 0+10 T SEWER STA 1+20. PRODUCT SHALL BE FOAMULAR 00 EXTRUDED 474 745 >> rn I� O N M M OJ M U)CO M r^ U)N r^ of N ^ V) J W O> M ID N M N O> h N O> r� w W d d d d d d d d d d d d 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 Issue Date: 11-5-2015 NOTES: / ' \ ETHAN WAY A B O 1. INSTALL 653 LF OF 8' CLASS 51 DIP WATER MAIN ( 1 DT 7� T 2. ALL WATER SERVICE LINES SHALL BE 1" COPPER TUBING PER COB STANDARD DETAIL 02660-6. DEC 2003 A63.0 SC A�+ALE: 1 =50' HORIZONTAL, 1 =5'VERTICAL _Dvyy.y U/5/15 14, C4�P�OF MOIVTgq,9Cs oa MARK A. o CHANDLER w No. 9518ES N i,[o[ ABANDON EXISTING / FNG�NEER PNO WELL PER MT DNRC REQUIREMENTS ���� Sheet 9 of 31 Ex LOT 9 L f ' LOT 6 LOT 11 a LOT 7 C7 LOT 9 6,241 SF 6 5 SF 6,796 SF 6,795 SF 6,813 SF /J 7,260 SF STA 0+85.0(23.3') STA 3+28.5(20.5 L) N INSTALL 17.2 LF 0 6" DIP AID III ' INSTALL 14.5 LF F 6" DIP AND @ n m m PARm F.L.=4753.96 E F.L.=4752.40 / 1 G.L.=4762.59 G.L.=4759.71 c g m A.B.=4764.64 A.B.=4761.83 - E a ° LOT 10 11 _ LOT 9 LOT 10ig e a13 5F 4.P J) m S LOT 10 6,641 SF 7, 7,700 SF 7,645 SF ,07,909 SF STA 0+8.0' .5'L STA 3+28.5STA +89 7 5.5'L / a C� vi v ST MI_ _ 8"W g�„N g g��1V g��W g��W "W�i"W 66022 SF C S_ — — — _ —8"55 8" 8" 8"SS 8"SS "SS 8"SS _ / C i�11,0415E .3STA 3+23 \COB itt INSTALLBD�IN✓YGATE VALVETO BILI) _ Qe F /�fFSTALLED WITH PHASE 3 (38.00'R) (38900'R) 6+14.50 2p, 0+71.93 STA 2+599 0 \ 5+62.05 (41.04'R) OR,y SEWER / (56.85'R) SEM LOT 1 �� 7{ LOT 12 / �� < S 14,988 SF BLOCK 12,903 SF p5 \9a'Oy, °�y Scale In Feet _ — � a vim// / \ eO°ti LOT 2 LOT 4 I 50 0 50 "' �� — o�j \,pA sFrs 11,224 SF 24.887 sF rTl F D O \ h+l 15 0 15 Scale In Meters „ z _ / / L/ \ \ �n n LOT 12,5SF I ap � a 3 RESTRAIN ALL JOINTS WITHIN SPECIFIED LENGTH FROM FILLING FITTING LENGTH (FT) NOTE 90 BEND 16 <90 BEND 7 8X8 TEE 16(BRANCH) NO JOINTS WITHIN 4' ON RUN �O 8X6 TEE 5(BRANCH) NO JOINTS WITHIN 4' J�Jp z CAP/PLUG 31 ON RUN O 8" VALVE 16 P2} ryes 6?��006�' 477 770 Ho � I✓1 2 JOINT RESTRAINT p o 6 476 e � " , 765 Fy A63.1 SCALE:NTS --_ ORI GRADE ^� GIN L 9 p �0x. �O z 476 00P ---- p 760 PROVIDE(1) LAYER OF 2" THI K 4 KakM-_ ��yjj 6' BOARD INSULA ION (40 PSI) 0 IER PIPE FROM STA 2+2 -- FINISHE GRADE STA 3+40 PR DU POLYSTYRENE RIGID FOAM INSULATION (OR EQUAL) CT SHALL BE FOAMULAR 400 EXTRUDED \/ 475 755 18" MI ( ) 8" SANITAI SEWER 475 ON WATER - 750 MAIN 1 MIN ( P) �^ 8" SANITAR SEWER 474 745 ww nro �M `0 w r ww fO coo `O� ��o tO co 'O coo 6 0v°'i o 'noo �v^i ^i 'n'6 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 Issue Date: 11-5-2015 NOTES: / ' \ IMMANUEL WAY A B 3 1 1. INSTALL 532 LF OF 8" CLASS 51 DIP WATER MAIN ( A(c� 7��2. ALL WATER SERVICE LINES SHALL BE 1" COPPER TUBING PER COB STANDARD AB3.1 L"f�—B V LL.T DETAIL 02660-6, DEC 2003 SCALE: 1"=50' HORIZONTAL, 1"=5'VERTICAL ll/5/IS #1 4693 C4�P�OF MOIVTgq,9Cs oa MARK A. o CHANDLER w No. 9518ES 0 � ro� � \ � 'G9 FFFGI STER60 PLO 4 SAWCUT EXISTING AS ALL AND CURB A PROXIMATELY 10'X 30' \ NG�NEER FN�� TA 0 30 8 (5. 'L) BACKFILL TRENCH WIT PLOWABLE FILL O BOTTOM OF AS HALT. REPAIR NSTAL 8 MEDIAN CURB. MATCH EXISTING ASPHALT THICKNESS WITH ITUMI NOUS TA PI GISLVAEEV ASPHALT PATCH REPLACE ANY PA MENT MARKINGS DA AGED OR STA 4+80.9 20 2'L 8" G E LVE A REMOVED DURIN CONSTRUCTION. ESTORE MEDIAN. INSTALL 14.2 LF OF 6" DIP AND Sheet 11 Of 31 THRIFT BLO�' P R C.O.Q. TAN D HYDRANT PER COB 02660-4 DRA 0 0 1 F.L.=4757.30 \ X G.L.=4764.30 C 0 m E w _ A.B.=4766.56 II�4 LaW' 1Lwu'Y '1. 25 H/NO,PA KINGImmT LOT 10 / w LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 a,e¢175�7 a9 �In m / 9,113 SF 6,685 SF 7,125 SF 5,805 SF 7,125 SF 6,685 SF 6,687 SF 7,125 SF 6,241 SF 4914,L `7' _ STA 7+57.0 ( ) < `m EXISTING WATER MAN STUB SHOWN ON LAUREL GLEN PHAS 1 STA 7+108 5.5'L N 9ti0 cg m AS-BUILT. NOT VE PIED IN FIELD. IF FOUND CAP AT MAN. 2 2 L E p s 4 1+29.56 2+07.40 2+68.11 3+28.92 3+89.74 4+50.47 5+41.26 6+01.97 6+62.78 (n In(38.01'L) (37.91'L) (37.97'L) (38.04'L) (37.98'L) (38.00'L) (38.00'L) (37A3'L) (38.07'L) m LOT 12 ` A 7 9 .2 12,903 SF C p o � o7 P ml D, am 8" _ o „W 8'W 'W 8„W, „W 8„W „8 B..W, .W,8-B,.i#-7 B..W,�15 8.. 0 9 n.. �I L _ U + + 8"8 "SS 8"SS 8"S 8"8 "85 8"S T - IG cc,� 9.72 7+87.25 W psARKIN (37.99'R) (5 ) POWER TUB /1L 1+14.93 1+83.05 2+49.32 3+15.45 3+81.62 4+47.80 5+43.13 6+07.63 6+71.37 /38.00'R) (38.01'R) (38.02'R) (38.03'R) (38+01'R) (38.05'R) (37.98'R) (38+01'R) (37.99'R) OPEN SPACE 6�0LOTId LOT 1LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 OT 7 LOT 8 LOT 9 A TF3 9 11,504 F m 8,008 SF 7,554 IF 7,537 SF 7,521 IF 7,504 SF 7,487 IF 7,273 SF 7,262 SF 7,260 SF 58•L I W ABANDON MISTING WELL EXISTING HO SE PER MT DNRC REQUIRMENTS % L.L ( OT COMPLETED WIT THIS PHASE) TREE O - �BI LA XISTING 24" TEL PHONE O PE EETAL -LANE ME EXISTING 3.1 PINE I FG� PED SIN GNP FTl O EXISTING CURB EXISTING CURB EXISTING 30" PINE Ir ,I FFFF�LLLIIII EX.12"W I.�II Scale In Feet 12" � 12"W 12"W 12"W 12"W 12'•W 12"W 12"W 12"W 12"W 12"W 12••W 12•'W 12"W •' 12"W 2' 12"W - M�i.� 41a1 Fd fld FMr�,.­vn--Fig FM FF �-FM 50 0 50 c D I 'n C T O N n O A D POTHOLE AND CAP EXISTING 8" WATER MAIN STUB AT 12" �r^II v n J I 'V �'} /"� MAIN. BACKFILL TRENCH UNDER DURSTON ROAD WITH 15 0 15 FLOWABLE FILL TO BOTTOM OF ASPHALT, MATCH EXISTING h�•M _ ACPHAI T THICKNESS WITIiBITUMLUOLLI eS2BA T PATCH, - Scale In Meters REPLACE ANY PAVEMENT MARKINGS DAMAGED OR REMOVED DURING CONSTRUCTION.WORK SHALL BE DONE AFTER ANNIE STREET WATER MAIN HAS BEEN INSTALLED. (NOT COMPLETED WITH THIS PHASE) 54" BY 88" RCP ARCH CULVERT TRACT 2A,C.O.S. 1005C 23.60 AC. F.L. IN(S):4760.021 ADP BURNT LEATHER RANCH, INC. ZONED R2 F.L. OUT(N):4759.115 RESTRAIN ALL JOINTS WITHIN SPECIFIED LENGTH FROM FITTING FITTING LENGTH (FT) NOTE 90 BEND 16 190 BEND 7 8X8 TEE 16 (BRANCH) NO JOINTS WITHIN 4' ON RUN 8X6 TEE 5 (BRANCH) NO JOINTS WITHIN 4' ON RUN CAP/PLUG 31 8" VALVE 16 Z O 3 JOINT RESTRAINT ~ AB3.3 SCALE:NTS 477 775 A O6 JPQ 660� �O�p?i JJ 477 e +�` tib �P 770 Z\�SQQ+�PJOO� ke6 QQ QF? A ISHED GRADE PROVIDE(1) LAYER OF 2" TH CK 4'WIDE 8' ONG FOAM p2 2� �x 0 �+ �x y-y I•%Qzy�' BOARD INSULA ION (40 PSI) OVER PIPE FROM STA 0+31 TO yb O�S0 y�P yd y�P� �p yo 96,pF' y�P STA 1+18. PRODUCT SHALL B FOAMULAR 40 EXTRUDED �y titi' 0 y ry px 476 POLYSTYRENE RIGID FOAM INSULATION OR E AL P ry y� 6 76$ 11 k 6.5' IN COV (TYP RIGINAL GRADE h�l 476 760 773 LF O ' F 8 DUC ILE IRON Wg7ER MAIN 18" MIN (TYP) 475 �-EXISTING 8' PVC SUR 26 75$ SANITARY SEWER F RCE MAIN 0 8" S NITARY SEWER 475 750 >> `J`J uT N� uq�o coco co Co <o r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 Issue Date: 11-5-2015 SHADOW GLEN DRIVE NOTES AB3.3 SCALE: 1"=50' HORIZONTAL, 1"=5'VERTICAL A B 3 3 1. INSTALL 773 LF OF 8" CLASS 51 DIP WATER MAIN A�(� ALL WATER SERVICE LINES SHALL BE 1" COPPER TUBING PER COB STANDARD AS-BuH-1•'7� DETAIL 02660-6, DEC 2003 ll/5/IS #14693 C4�P�OF MONTgq,9Cs oa MARK A. o IE m CHANDLER w No. 9518ES o�9Y qFC I ST ERf"°PLO o' LOT 8 LOT 7 / ENGINEER PN�� LOT 9 6,241 SF 6 5 SF 6,796 SF m 6,813 SF J 7,260 SF TEMPORARY N / RETENTION Sheet 15 of 31 ti POND 2 1 =5,304 CF E _ o■ TOP OF POND F■ =4759.64 LOT 6 11 m 9 LOT 10 6,813 SF STORM INLET 1 49' STA 4+61.00 0000' m COMPLETED THIS PHASE r 7,700 SF 7,645 SF ( ) ( ) m_ LOT 1 ,./I 6,641 SF 7, RIM:47 6.47 5, 7,909 SF INSTALL P D. A INSTALL PED. RAMP FL OU (NE):475294(15") SLS7 a y PER C.O.B APIBARB-BRAWZIG PER C. B.STANDARD DRAWING E p s J, 0259-8 P) 0259-8(TYR) STORM INLET 2 (48") STA 3+91.72 (0.00'R) 7 0 z z o n � m w x y■q w o < ■m N m c> N 7.5' BOULEVARD S t FL I SW):4752.59 (15') 1pad '7 c o� z ti FL OU (N):475259 (18") _ C i m z 8"W 8"�S,-SiREEF „W „W sLsOzz sF o^ u of B"SS 8"8 8" 6"SS •• S B" '"�S _ / C a umi z r iL,0415E 7.5'BOULEVARD STA 2+13.73 � C ANU Y ST +93.53 62 _ POND INLET WITH RCP G NWO E A 7+35.44 \ FLARED END TRANSITION (fJ o T INST DOABLE GUTTER PER \ 2p'Sr0 _ I L. ELEVATION =4751.70 o .STANDARD DRAWING ' RM u I I53 NSTALL PED29 RAM P I ' IMMETHAN WAY A 6 ANUEL WAY3.46 1S" PVC STORM SEWER SEWER F4$e'NfNT l o\ 2< 3q PER C.O.B.STANDARD DRAWING 7y LOT 1 0 STA 0+ .61 ` FT 14,988 SF O IMM EL WAY STA .00 LOT 12 0259-8(TYP/ -- <9 U. TO RIPRAP LINED SWALE W SIT DRIVE STA 8 .02 12,903 BE i q'Oy, ' WI RCP FLARED END TRANSITION L. ELEVATION=4751.51 A� o r LOT 2 LOT 4 r7l vmim 11,224 SF 24,887 SF POND 3( ETENT ) ICI >r oz ' 1 "q VOLUME 661. F' 1 1� C+ WATER DEPT = 0 - _ FT ' 3F POND BOTTOM EEL V: .70 O Cn i r ' DETENTION P ND OUTLET 1 (48")STA 1+14 57(0.01'L O RIM:4754 G Ss.LINED SWALE I- FL OUT(NE)4 51.70(18") \ \ SLOT IDTyIEEEIE'T 2.REFER TO DETAIL 4 ON Sf C5.0)0) T o M 16 LF OF 54"-B-Y-88" CULVERT WITH 8 SF OF 1' DEEP RIPRAP LINED 0 _ FLARED END TRANSITIONS SWALE F.L. IN (S): 475246 %7 F.L.OUT(N):4752.36 z A ' FINAL LOCATION OF CULVERT SHALL BE m APPROVED BY VAUGHN ENVIRONMENTAL Scale /n Feet SERVICES,LLC PRIOR TO INSTALLATION / 50 0 50 \ I REFER TO DETAIL 1 ON SHEET C5.0) 15 0 15 own Scale In Meters �- WETLANDS BOUNDARY 50NdU3M j AaVONf10B -- / 1 - -- - O III I '1I bK �x ° 477 P �P y� 770 A 7 V1 4765 o+ e°�° S 477 �� m 770 n��`v1� BOUNDARY ND ^ N `v�h L� BOU DARY p<U m 476 °��. 760 II IMMANUEL m II o f ' mo ' m WAY EXISTIN GRADE F O u O a O o PROPO ED GRADE SW 476 765 ALE: LIN SWALE WITH DEPTH I `ly�u.I Q N + I c�ww.. "`Svzo 1 `n RIPRAP TO WETLAND EDGE - ' ------- o 475 755 _ ' w W 1 ^ ---- -- - - - - 2 0.51 ��6m.. 5 f 15" VC®O5 N _MI f --'--- ORIGIN GRADE w s^�m DETENTION PON w ' ELEV=4751.7 �\w w IIO? 476 _--_-- ---__ m o 0 760 475 750 ' _ �w�v RCP FLARE 8' SEWER 37' of 1!3* P\C®0.53`0 RCP FLARED FINISHED GRADE END TRANSITI011 END TRANSITI N F.L. = 4751.7 F.L. = 4751.51 8" WATER 11 FT 475 755 474 745 w J ^ro M ^ N M O tO O of r'1 M h ^N w w �D cn I� N T■�T■ M I� W O N 1.6 w a a a , a a a a a a a 1 1 0+50 1+00 1+t 2+00 2+50 3+00 3+50 4+00 14+50 5+00 5+50 6+00 6+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 '+595 1+00 0+50 0+00 Issue Date: 11-5-2015 ' I ` 1 IMMANUEL WAY POND 3 - STORM SEWER PROFILE AB4.1 SCALE: 1"=50' HORIZONTAL, 1'-I VERTICAL I AB4.1 SCALE:1"=50' HORIZONTAL, 1"=5'VERTICAL �(� D�7�� �7-� AMA 4.1 NOTE ALL IN LINE INLETS SHALL BE COMBINATION INLET/MANHOLES. A _DIJn. 2. CONTRACTOR SHALL INSTALL SIDEWALKS ALONG PUBLIC FRONTAGE AREAS,COMMON SPACES ll�S�IJ AND PEDESTRIAN RAMPS ONLY. SIDEWALKS ALONG PRIVATE LOTS ARE THE RESPONSIBILITY OF THE LOT OWNER. #14693 C4�P�OF MONTgq,9Cs oa MARK A. o CHANDLER w COMPLETED THIS PHASE NO. 9518ES ENGINEER PN� 71 - - / IFORMWATER ' Z // .f a � �EN= - ''' 3 LOT 1 eP Sheet 1(i O 31 4 I T Y R€S€NTI 1�r O 1 LOT SF 4 U g / Tr AT 1.5' = 5,30 F P OF POND = 4756. R INSTALL CLASS II e$+ yy m m / I T LOT 12 1 LOT 3 IT LOT E) LOT 6 LOT 7 LOT 8 LOT 9 GRAVEL TRAIL / LOT 1 g 0 SF 0 SF E 6,59 6,796 SF 6,796 SF 6,796 SF 7,700 SF 3 °' 2��' ��� �_ I BIK E/Ntl PAR �I I ,573 SF— ■//y' INSTALL C.O.B.STANDARD WIDE SIDEWALK P � g F. ro J V MPITE INSTALL P D. RAMP PER y y(� C. .B. STANDARD p DRAWING 0 529-8 DARD m, LANE S NME T�G / GLENW O WA ST +93.53 o GLENWOOD IV A 7+35.44 8-W 8„W o 8-W ., 8•'W W oar (O 7 CROWN SS �'B"6S 8"6S SS SS S 8"65 65 8" �4H^ 'S5 8' PH-F2Co N EY GUTr& 0 .5' BOULEVARD C,`NP// W TINGfeCU{tB ' RETURNS TO OOD DR E / m o ALI M NT ' INSTALL 6'WIDE V LLEY GUTTER 4 PER C.O.B. STAND RD DRAWING / INSTALL P D. RAMP PER C.0 B. TE FAIRY RE ENTION PO 2 / STANDARD DRAWING 02529- (TYP) INSTALL C.O.B. S ANDARD 5'WIDE SIDEWALK T ME AT 1. = 5,304 N0. 02529-1 REV DEC. 2003 3 -OP OF PON = 4759.64 m (CUT CUR TO MATCH NEW AMP) \ LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 ' 12 LOT 1 ' m NA/tKINGI LOT 20 6,226 SF 6,226 SF 6,226 SF 6,226 SF 6,224 SF 6,687 SF 6,685 SF 8,573 SF O/P - Wl q TEMPORARY DRAINAGE u INSTALL 6'WIDE SIDEWALK PER 'n�� ' " 3 SWALE FrTuil' m/ 4 C O.B9_TASNDARD DRAWING NO. jl, 'I. S RMWATER EASEMENT x — 50 Scale 00n Feet 50 15 0 15 /1 a Scale In Meters ICI 8 V a O A � wo v� 477 ,� + a II + + 770 o II m II NM m u u wI < rn a m rn 476 m y m II u <p 765 N m w II m O m p PROPOSED GRADE w II w II _ __ ___ .50% - -0.50% 2-6-7 CO 3.p V1 476 ----_ _ _ -- 760 EXIST NO GRADE 475 755 L>,� a a O O^ O N O N O N N N OJ h N J (O i!1 OJ O M ifl h ifl N O ifl Q� O O O O N w a a a a a a a a a a a a a a a 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 Issue Date: 11-5-2015 NOTES: GLENWOOD DRIVE A B 4 2 1. ALL IN LINE INLETS SHALL BE COMBINATION INLET/MANHOLES. A64.2 SCALE: 1��=50' HORIZONTAL, 1"=5'VERTICAL A _DtJLV y 2. CONTRACTOR SHALL INSTALL SIDEWALKS ALONG PUBLIC FRONTAGE AREAS,COMMON SPACES ll�S�IJ AND PEDESTRIAN RAMPS ONLY. SIDEWALKS ALONG PRIVATE LOTS ARE THE RESPONSIBILITY OF THE LOT OWNER. #14693 C4�P�OF MOIVTgq,9Cs oa MARK A. o CHANDLER W No. 9518ES 0 0�9! qFC I ST Egf, ENGINEER PN� Sheet 17 of 31 C mmE J) In o� �& I 1 / INSTALL 6'WIDE SIDEWALK PER 'L 3 E C.O.B. STANDAR DRAWING N0.0259-15 INSTAL PED. MP P C.O.B. C m ro k/ INSTALL C.0 B. 5'WIDE 2529- (TYP) SIDEWALK ST NDARD DRAWING / W WC H NO SPA KING.SI LO 10 SO / LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 L T 9 6,6 t SF 9,113 SF 6,685 SF 7,125 SF 5,805 SF 7,125 SF 6,685 SF 6,687 SF 7,125 SF 6,2 1 SF AFT o\ W 2 <9ti� 2< 30 DEMO EXISTIN U B TREE LI E ® W� oe AND PA M T LOT 12 REINSTALL CURB T N INSTALL DOUBLE GUTT R TO MATCH U EL PER C .B. STANDARD �+ 12,903 SF EXISTI G�DRIVEWAY TO W PARKWAY EXISTI G RB DRAWI %2529- 7.5 BOULEVARD BE R �ATED 8„W 8"W 810 O o ..W 8'W 8'W B..W 8..W 8..W ..�+ g..V1 'TS Scale In Feet o I sl OR N T A 8"S '5s a"ss 8"G 8"G "SB �� 8'SS 90 7.5' BOULEVARD all8'.s E STIN ELL T G SHADOW G E'DRIVE STA 8+b0.02 [�7jJ1 50 0 50 �KIN POWER TUB 15 0 15 < INSIN TALL PED. RAMP PE C.O.B. / Scale In Meters STA L PED. RAMP PER -8 INSTALL C.O.B. 5'WIDE ll STAN ARD DRAWING 0252-8(TYP) STAND RD DRAWING 02529 8(TYP) SIDEWALK LOT 10 LOT 1 I J 3 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 7sos SF n soa F 8,008 SF 7,554 SF 7,537 SF 7,521 SF 7,504 SF 7,487 SF 7,273 SF 7,262 SF 7,260 W Im INSTALL 6 WIDE SIDEWALK PE EXISTING HO SE - II ( $I C.O.B.ST NDARD DRAWING PHONE frBI LAN N0.0259-15 XISTING 24" TREE TELE a O A 477 o � o 775 gaW p II o ro O II N + 477 < n w II _y� 770 FINIS ED GRADE w II tt� m IIi V1 caw �Z 0 w S 476 % --_ 2 50, 765 ------------ ORIGIN L GRADE 476 760 j N N ifl (O ifl a N o C OJ O� '7 M '7 O h Co (O a in ro o rn co a ro co rt n n^ n^ n^ r^ n^ r^ n^ r^ n^ r^ r^ n^ r^ n^ n^ n 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 Issue Date: 11-5-2015 n NOTFs: SHADOW GLEN DRIVE A B 4■3 Dt 7n� 1. AB4'3 SCALE: 1��=50' HRIZONTAL, 1��=5'CONTRACTOR SHALL INSTALL SIDEWALKS ALONG PUBLIC FRONTAGE AREAS,COMMON SPACES O VERTICAL A A(�—B�JLVT AND PEDESTRIAN RAMPS ONLY, SIDEWALKS ALONG PRIVATE LOTS ARE THE RESPONSIBILITY OF 11�5/L5 THE LOT OWNER. #14693 C4�P�UF MO/VZ9N9Cs 9,113 SF 6,685 SF 7,125 SF 5,805 SF 7,125 SF 6,685 SF 6,687 SF 7,125 IF 6,2 1 SF T C TREE u E E0 stio I oa MARK A. o CHANDLER LOT 12 II o No. 9518ES 12,903 � o I m I f't'G/NEER PN`J o _ .'w _ a'w _ 'w s"w s"w s"w _ "w s.'w .'w a•'w_ a•'w _ a'w { CO 8"S "SS 8"SS 8"S 8"S "SS 8"SS 8"SS 8" 8"S J _ _ T LOT I Sheet 19 0 31 TING IMMANUEL STA 0+50.00 I / RKIN �I SHADOW G E DRIVE STA 8+00.02 / [ m m E E STIN ELL ) EXTEND EXISTING 12" RCP STO M POWER TUB SEWER PIPE 22 LF. INSTALL R P I p1 m m FLARED END SECT( 555[,,, ^m ^ PUBLIC ACCESS PON 4 RELOCATE EXISTING DETENTION P ND \ I d m m li INSTALL C. .B. STANDARD SIDEW LK EASEMENT (K—NIIO NORTH AND WEST OF RIGHT OF AY p s LOT LOT 1 VOL{AT RCP FLARED END TO ACCOMMODATE NEW SIDEW LK 5' DE SIDEWALK \ 7 o x 7,909 F 11,504 F .5'=2,751 TRANSITION POND BOTTOM =476300 U) a J LOT 1 LGI 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT EL. = 4763.53 POND VOL. = 2,092 CF c 8,008 SF 7,554 SF 7,537 SF 7,521 SF 7,504 SF 7,487 SF 7,273 SF 7,262 SF 7,260 S I EXTEND EXISTING 24" \ \ '0 r W XISTI G AR�XISTING HO SE RCP CULVERT 30 LF. @ � Its INSTALL 6'WIDE SIDEWALK PER EDGE OF1 GR ING(ttP) INSTALL RCP FLARED o C.O.B STA DARD DRAWING NO. TOTAL 1,557 CY XISTING 24" TREE °1 unmi; �BI( LA END SECTION -_ 02529-15 O PHONE C a + EETAL ` 3 START SID WALK BY OTHER 2 V m —LANE I ME EXISTING 3(" PINE C SIDEWA-L-KRY H S LK BY OTHERS SIDEWALK BY OTHER 'C S RED•'!�-IN G LU EXISTING CURB URB EXISTING CURB EX 12"W EXISTING 30' PINE w o 1V op 12'w 12•'w o 12"w 12'w o 12'w 12'w o 12'•w ir'w 12'•w 12"W o 12'•w iz'•W o 12'•W oil" 12"W 2' 12'•w 12'•w 12'•w o iz'•V'f 12'•w 12'•w I '•w M FIA FN- o F-. PET rvR-1 FM— Fell 1 Him e ,n FAF--F„n� ,w,�rn t�' FM Rr - Ffa FM F F FM �—FM�M oM�I I 1�T f'y SAWCUT EXISTING ASPHALT o f O W INSTALL RED. RAMP PER DEMO EXISTING CURB I") EXTEND EXISTING 88" BY 54" ARCH C.O.B.STANDARD RETURNS AND REINSTALL CULVERT DRAWING 02"'o_c i.vo� �JEWtioRo-m.o ob�TEfr 0+ SIDEWALK T(ADD (2)8ODLFT SECTIONS (CUT CURB TO MATCH TO MATCH DURSTON ROAD AND RELOCATE FLARED END 12 RCP STORM SEWER OU O L. T:4763.27 �.G.� NEW RAMP) EDGE OF PAVEMENT TRANSITION) MAINTAIN 3:1 SLOPES F. AT DURSTON ROAD EMBANKMENT 54" BY 86' RCP ARCH CULVERT SEE DETAIL 1 SHEET C5.0 F.L. IN (S)4760.021 ADAM BRONKEA MEMORIAL PARK TRACT 3A C.O.S. 1005C 24" RCP CULVERT TRACT 2A,C.O.S. 1005C 23.60 AC. F.L. OUT(N):4759.115 57,70 AC. BURNT LEATHER RANCH,INC. ZONED R2 ZONED PLI F.L. IN (S):4762.65 STORM INLET 5(48")STA 0+54.12(0.00') F.L.OUT(N):4761.69 --I N FL OUT(N):4763.89 (15") 99 � Con Scale In Feet 50 0 50 A 15 0 15 ■ _ / oo� Scale In Meters 1 I I I 1 / o 1 m I)i 6 T Wf COWLETED 4-75 ox" 7751 k Z� 1 I EX INLET BC 4 I cj y 1 \ RIM=4746.08 WITH PHASE�1 E� 3 ��^> k^6 1 F.L. OUT(S) = 4744.47 .�AIFi/�!�j�`]�J J' 69?1' 1 477 � � � 7701 EX INLET BC 5 i \ RI = 4746.10 1 1I F.L. OUT(S)M=4744.20 \ \\ O 1 I F.L. IN(N) =4744.40 s � \T \ 476 RETENTI OW0. 765 1 V l � 1 � ELEV=4763.48 1 w \ 62' of 15" PVC t7tl �Q7]; O I 45\CMP CULVERT RCP FLARED 1 A 1 F.L. OUT 4740.35 476 760 F.L. IN 4741.07 .L. = 4763.53 1 r� m LB w \ w w O 1 /S \ I I(ST L EEL P UTLET WEIR / 1 TO DBE ON S (SHEET C5.0) 1 \ I EXISTING / EXISTING BLOWOFF 1 DETENTION 15" PVC VALVE 1 1 POND 1 STORM o/ 1f 1�• I VOL.=21,535 CIF SEWER(2) /\ 1 POND 4 1 N 1 m AB4.5 SCALE: V=50' HORIZONTAL, 1"=5' VERTICAL 1 REMOVE TREES AND S RUBS AROUND 1 1Z I E(STING DETENTION D. RESHAPE 1 1 TQ 21,535 CF AT 1.5'5' TER DEPTH 1 24 � 1 "\HDPE STORM m SEWER 1 1 EXISTING DETENTION POND 1 ; Issue Date: 11-5-2015 AB4.5 SCALE: 1"=50' NOTES: A B CS 1. CONTRACTOR SHALL INSTALL SIDEWALKS ALONG PUBLIC FRONTAGE AREAS, V COMMON SPACES A -B n.T AND PEDESTRIAN RAMPS ONLY, SIDEWALKS ALONG PRIVATE LOTS ARE THE RESPONSIBILITY OF 11�5/L5 THE LOT OWNER. #14693 C4�P�OF MOlVTg4,9Cs - LOT z m ma MARK A. o CHANDLER No. 9518ES P ETED Tryl 1 A TO BE- 3 LETED A470-� FNGE60' o SDMH 2 �� — = 47s2.9s Sheet 20 of 31 `�'I v�lL . OUT(NE) = 4747.10 v;—v 1■ EXTEND IRRIGATION IN . IN (SW) =4747.10 E MEDIAN AS REQUIRED. . IN (SE) =4749.55 REMOVE PIPE AND PATCH HOLE p m E INSTALL 6" MINIMUM GUTTER PER C.O.B. � IN ALL INTEGRAL SPILL DEMO EXISTING CURB IN (SE) =4747.10 BORE HOLE FOR NEW PIPESTANDARD DRAWING N0.z 4 ET 2C (48") STA 4+75.95( .9 R) RB AND GUTTER AT AND PAVEMENT TOPSOL AND SOD NEWQ'29-1 DEC. TBC: 5 80 REINSTALL CURB TO MEDIANAND EXISTING EX INLET02 �R�V MEDIAN TO MATCH MEDIAN DISTURBED RIM 47 .27RIM: 7 6 MATCH LAUREL PARKWAY rISTIWG�I&€ET o DURINGCONSTRUCTION F.L. OUT() =ALLIGNMENT EXISTING CURBDE ILL CU MEDIAN AND BLEND DEMO SPILL CURB AT^^Am EXIS URB T H NEW SPILL CURB UWU�r— WU MWL-or— WL e '` LOT II II II EXISTINGACUURBLEO `MATCH NEW SPILL CURB EXISTING BUSHES N 10I SOUTH OF SS 1 IN MEDIAN. EXTEND o 0 oc 8'•W ATION AS REQUIRED S I vo 8"W CURB `m ffi LOT 1 .. _�FM yi B.. END o_ ppp�C7777 m 8,008 IF F ` W NEW CURB - - INSTALL RED. RAMP PER DEMO EXIST G CURB I M 8••yQ.ND EDGE OF PAV STREET -a"sa Wj— W Wj Wj S cl k I C.O.B.STANDARD F J c LOT 1 RETURNS AN INSTALL ��`M $ M 8 �ie^ss Wj W DRAWING 02529-8(TYP) 9,113 SF NEW INTEGR L CURB N CUT CURB TO MATCH I AND GUTTER TO MATCHI — ~ NEW RAMP LAUREL PAR WAY EDGE r '''```ppp F` Wj i — W U Z OF PAVEMEN I FM Wj WA — SAW UT EXISTING ASPHALT 2< G m F573 �.� =` M — .B F�—Wj — ----- y APPROXIMATELY 10' X 723'AND _ ■r 15 PVC�.L F _ Ems¢ j Wes'= INSTALL STORM SEWER LINE BACKFILL O W p LOT 2 - - - _ ■ -4 2 =-`bn _ —--— — ——— ———— £ WITH FLOWABLE FILL TO ASPHALT 1 00 RM I _ — N f ELEVATION. MATCH EXISTING ASPHALT Ss4 SF N I LOT EPISEME / THICKNESS WITH BITUMINOUS ASPHALT LOT 2 i� ,573 IF I I REPLACER ANY RPAVEMENTB IDMARKIINGSD 6,685 SF ■ f `ti DAMAGED OR REMOVED DURING ■ STORI r)STA 7+42.68(29.89'R) mI TEMPORARY I A� CONSTRUCTION _ ILL TBC:4756.0 o 6 Sg KLIENTION POND LOT 17 RIM 4755.8 DX m T VOLUME AT 1.5'. 9,543 S _ m OT 13 y,. EX INLET 1 (48")STA 10+75.09 (27.37'R) A EX 24" HOPE STORM SEWER �209 IF FL IN (5):4 52.22�g') RIM:4753.09 A IT IT ST 5T N N FUT(N 752.16 18" FL IN (S):4749.74(18")BOREHOLE FORN r LOT 3 I P OF POND ) ) FL OUT(N):4749.74(18")RESIT$HOLE T EW 15, PE 7,537 IF 4756.52 f INSTALL 6'WIDE VALLEY ro I LOT 3 T GUTTER PER InOT IF STANDARDDRAWING N0 _ RM INL A 7. (29:53'R) TBC 4756.85 42 m F \ hey RIM:88519 FL OUT(N):475.77 (16 ee Scale In Feet ��� lee 50 0 50 COMPLETED THIS PHASE x QF'�<LF'� �b9 PLO Foe 15 0 15 Scale In Meters gg �b�a l 5110 �,Oq 1p9 poi `p0 L � 1 l e4) F 477 1h 5'' kti_ 775 y ,1x 5P 6' 1 bx O L 477 ` 770 ` '7 MVP L e 476 , �o��NS T COM 765 A � WITH— 476 _ _ 760 wOI ■ -----_ EXISTIN GRADE g �1 PVC® 1 02% 331'of 1 PVC X. h+ 475 750 _ W,TER O MAINED 8" SANITARY EWER rvTl, EXISTING 8" PVC FORCE MIN 474 745 474 740 >> I� c0 11J N r n M c0 of N 7 O m r7 N r'J 11J U) n W O7 J w O (O (O N o) m c0 O f7 r O r r O a r7 W W O7 m W N W r r cD cD N M 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 Issue Date: 11-5-2015 S—L NOTES: LAUREL PARKWAY A B 4.6 e R 1. ALL IN LINE INLETS SHALL BE COMBINATION INLET/MANHOLES. AB4.6 $GALE: 1„=50' HORIZONTAL, 1"=5'VERTICAL `e� tJn.T 2. CONTRACTOR SHALL INSTALL SIDEWALKS ALONG PUBLIC FRONTAGE AREAS,COMMON SPACES ll�S�IJ AND PEDESTRIAN RAMPS ONLY. SIDEWALKS ALONG PRIVATE LOTS ARE THE RESPONSIBILITY OF THE LOT OWNER. #14693 I- C4�P�OF MONTgq,9Cs FRAME AND COVER TO BE EITHER D&L A-1172 RING WITH A-1178 COVER, f 5 F, MARK A. o 7, EJIW 3771/3772 SERIES,OR APPROVED EQUAL.COVER SHALL HAVE TWO INLET CASTING CHANDLER w 1" PICK HOLES. NEENAH R-3067-L, EJIW 7030 OR �, No. 9518ES COMPACTED FILL DEETER 26 47L,OR p FINISH GRADE NOTE:ALL AND TO JOINTS BETWEEN AND AROUNDSEWER SECTIONS,MANHOLE r D&L 1-3517RING INSTALL JOINT SEAL AND JOINT ADJUSTABLE RINGS, MANHOLE SHALL BE WATERTIGHT.JOINTING MATERIAL SHALL TRANSITION CH INLET CASTINGGUER FNG�NEER PNO WRAP AT EACH JOINT PER 2" MIN., 12" MAX. BE"RAM-NEK' OR EQUAL FOR ALL JOINTS EXCEPT (TYPICAL FOR ALL INLETS) MANUFACTURER'S RECOMMENDATIONS BETWEEN SEWER PIPE AND MANHOLE WALL. '•' '•• Sheet 21 of 31 PRECAST CONCRETE,/j\\ 12" MIN 5, '-•. 5" '• M-3000 OR C-3000 a-� VARIABLE(3'MIN) C m m E PRECAST REINFORCED CONCRETE MANHOLE RISER 1� "•� $ AND ECCENTRIC CONE TOP MANUFACTURED IN m O7°1 MANHOLE STEPS 3-0.� N0.4 BARS AT 1Y' CENTERS ACCORDANCE WITH ASTM DESIGNATION C-478. C r m m AIn T i6" CENTERS MAX.,SPACED EQUALLY 7, fpsfp GROUT INVERT TO • O m SPRI NAP AND CHANNELPS co ..• o GREATER THAN d• .. • • .••;'.�. .'�..'.'...�, m _ RE-CAST CHANNEL D ' (TYR p 12" MIN 12' MIN FLowLINc F� ') D)o gym, a•-0" ffi C m SLOPING, BENCHING TOP OF PIPE MAY NOT FRONT VIEW N OR SUPPORT TO CONFORM USE FLOWABLE FILL FROM EXTEND PAST INSIDE WALL OF N m TO O.S.H.A. REGULATIONS BOTTOM OF PIPE TO SPRING LINE VARIABLE Zow PER PLAN _ MANHOLE. IF NECESSARY TOP C m L WHERE INDICATED ON PLANS o HALF OF PIPE MAY BE 4" MINIMUM,7' MAXIMUM OPENING m is W SHELF-SLOPE 1"PER AO TRIMMED OFF SMOOTH. • TOWARD CHANNEL SEE 5/8" SMOOTH ROD W o a CHANNEL DEin FLEXIBLE GASKETED JOINT(TYPICAL CENTERED IN OPENING 11 FOR PRECAST BASES-SEE DETAIL) EXCEPT FOR EJIW 7030) Y TYPE 1 PIPE BEDDING 112" MIN. 7" LL A 2e 3 PLACED IN 6" MAX ~; CASTING BACK PIECE ADJUSTMENT 'Y O LIFTS COMPACTED PER + CHANNEL DIA OF PIP 1" MAX OFFSET ALLOWED FOR W SPECIFICATIONS "y;: 1 VARIABLE '• 2'-0" 88" INSTALL TENSAR TRIAX TX160 GEOGRID A ' PRECAST OR POURED-IN-PLACE BASE. '• (OR APPROVED EQUAL) PER N4 BARS- 1'-0" C-C POURED-IN-PLACE BASE,MINIMUM L MANUFACTURER'S RECOMMENDATIONS. CONCRETE THICKNESS BELOW PIPE IS 8 5'-d' DIA. INCHES.PRECAST BASE,MINIMUM (MIN.) THICKNESS IS 6 INCHES.ALL BASES REINFORCED AS SHOWN. TYPICAL ARCH PIPE INSTALLATION �2�SANITARY SEWER AND STORM DRAIN MANHOLE I 0 CURB AND GU ER To BE WARPED AB5.0 AB5.0 SCALE:NTS COB DETAIL: 02720-3 (DEC 2003, REV FEB 2013) e TO MATCH INLET. SCALE:NTS DESIGNERS WILL PROVIDE ADDITIONAL BLOCK OUT FOR .,i .''. -','• _.�: DE OUTLET PIPE CONDITIONS.SIGN DETAILS TO FIT SPECIFIC 12" RCP(Typ.) ri7"13'-O' rI�I-I I ADJUSTABLE SIDE VIEW � i SLOT STEEL PLATE STANDARD SQUARE STORM DRAIN INLET SECTION A AB5.0 SCALE:NTS COB DETAIL: 02720-1A(DEC 2003, REV MAR 2006) SEE DETENTION POND DETAILS FOR SLOT WIDTH SEE DETENTION PVC OUTLET AT OUTLET WEIR POND DETAILS PIPE FOR SLOT WIDTH W PVC OUTLET PIPEAT OUTLET WEIR L RIM ELEV. ePVC OUTLET PIPE 17 W X 16" T 12' W X 1�TWINDOW W/GRATE1WINDOW W/GRATE CL INV. IN INV. IN INV. OUT R T •3/4" THICK ADJUSTABLE SLAB 44" DIA. (TYR) 4" SLAB) CONTRACTOR STEEL PLATE WITH 4" MINIMUM,7" MAXIMUM OPENING O BASE SLAB �44" BASE SLABS GROOVES FOR BOLTING TO GROUT TO CENTER BAFFLE PVC OUTLET (TYPICAL) INLET CASTING PIPE (SEE SECTION A) ENTEREDSINOOPENINGN �NEENAH R-3067-L, (EXCEPT FOR EJIW 7030) EJIW 7030.DEFTER 6" FLAT 1-351 OR D&L Imo) SLAB COVER L 047L, 'VV^11 NEW 38' I.D. POND OUTLET ASTM C 478 WITH IFCOp 7724 4• FRAME AND GRATE ADJUSTABLE SLOT INSTALLATION AT EXISTING OUTLET STRUCTURE unNGLENGTH� AB5.0 SCALE:NTS COB DETAIL: 02660-10, REV. DEC 2003 AB5.0 SCALE:NTS COB DETAIL: 02660-10, REV. DEC 2003 B T OPENING •�. •" 4'DIA.PRECAST REINFORCED CONCREI MANHOLE AND BASE,AS PER H STANDARD DRAWING NO.02720-1 L� a•-o" O A` W TIE HOLES , SPAN F / !t / ••. F�j� RISE ALTERNATE j DESIGN 9' MIN. - T T PLAN VIEW M 1 T T X SPAN T QY 123' ONE EXTRA BAR IN BOTTOM �^ TYPICAL CROSS SECTION (ALL SIDES) RISE GROOVE JONT ON OUTLET END SECTION A ~TONGUE JOINT ON INLET END SECTION EQUIVALENT WATER SIZE RISE SPAN AREA WALLT WTJFT. A 7- INCHES INCHES INCHES SO.FT. INCHES LBS. LONGITUDINAL SECTION T END VIEW 18 131/2 22 1.6 21/2 170 24 18 281/2 2.8 31/2 315 WEIGHT 24 30 22112 361/4 4.4 4 445 EQUIVALENT RISE SPAN LLAYINGH SLOPE T A B F PER 36 265/8 433/4 6.4 41/2 600 SIZESECTION 42 315/16 51118 8.8 41/2 690 INCHES INCHES INCHES FEET XtoY INCHES INCHES INCHES INCHES LBS. 48 36 581/2 11.4 5 875 18 131/2 22 6 3to1 21/2 7 27 36 1090 1.01 54 401 65 14.3 61/2 1065 24 18 281/2 6 310 1 31/2 81/2 39 48 1760 80 45 6 1305 30 221/2 361/4 8 3to1 4 91/2 50 60 32BO 72 54 8B 25.6 7 36 285/8 433/4 8 31o1 41/2 111/8 60 72 4330 FLAT SLAB COVER 84 2415 42 315/16 511/8 8 3to1 41/2 1513/16 60 78 5250 REINFORCEMENT AS PER Issue Date: 11-5-2015 96 77 V2 122 61.7 9 3510 48 36 581/2 8 3to1 5 21 60 84 6380 �36"� STANDARD DRAWING 02720-6 d 1 108 871/8 138 66.0 10 4400 54 40 65 8 3 to 1 51/2 251)2 60 90 7860 PIPE BEDDING 1 120 967/8 154 81.8 11 5400 60 96 9520 AS SPECIFIED 132 1061/2 1683/4 99.1 10 5390 8 8 2to1 7 31 54 8 80 THIS SHEET) &1 62 1 e4 144 20000 1 1 COMBINATION MANHOLE AND CURB INLET 11 AB5.0 SCALE:NITS COB DETAIL: 02720-113 (DEC 2003, REV. MAR 2006) A B 5.0 FISH RESTING PIPE SECTION n ARCH CULVERT FLARED END SECTION AS-BUR T S AB5.0 SCALE:NTS AB5.0 SCALE:NTS THE CRETEX COMPANIES, INC. (OR EQUAL) AB5.0 SCALE:NTS THE CRETEX COMPANIES, INC. (OR EQUAL) #14693 STEEL POST MARKER PROPERTY PAINTED BLUEUFT'9N9 LINE OR LINE rI[/// EMENr ma MARKE CHANDLE o LINER 5 1/2 ' BOULEVARD NO. 9516E5 (TYP.) �9� FFCI ST ERF"�PLO B a8 STREET SURFACE 4' FN��NEER PNO a, 5'SIDEWALK GROUND SURFACE Sheet 22 of 31 A REDUCER 1, 2.5' p m m E CURB BOX C R m 11.5' PROVIDE 5'STATIONARY T In 'm (TYP.) ROD IN ALL CURB BOXES (n m� 6 1/2' MIN. COVER B o CURB BOX VALVE BOX FINISH GRADE f0 p TOP SECTION IT) w SEE DETAIL �L a-— 8' 8'MIN (TYPICAL EXCEPT IN SPECIAL m BELOW CIRCUMSTANCES WHERE CITY HAS MUELLER H-15428 TAP BY CONTRACTOR APPROVED ALTERNATE LOCATION) m°� STRAIGHT COUPLING WITH GALVANIZED OR BRASS CAP CURB STOP z 2e 3 TEE TEE(PLUGGED) BEND W 6.5' WATER MAIN MIN NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM CORP. STOP TO CURB BASE MATERIAL STANDARD DIMENSIONS FOR THRUST BLOCKING STOP FOR 3/4" AND 1" SERVICES.STRAIGHT COPPER PIPE SHALL BE USED FOR 1 1/2" AND 2" SERVICES TEES AND PLUGS 90 BENDS 45'BEND&WYES REDUCERS&22 DETAIL OF A COPPER FITTING 1/2' BEND PROPERLY SELECT MATERIAL BACKFILL AREA SERVICE LINE SIZES INSTALLED CORPORATION STOP (SEE SPECIFICATIONS) 2" COPPER SERVICE LINE ✓ A B A B A B A B CORPORATION STOP.TAP MAIN AT 1/4 BEND SPRINGLINE. COMPRESSION 4-INCH 1'-7" 1'-2" 1'-9" 1'-6" 1-6, 0'-10" 1' 7" 0'-C 2 COUPLING 1/8" DIAMETER 3/4" DIA. MIN. �I 6-INCH 2'-0" 1'-11" 2'-5" 2'-2" 1'-10" 1'-7' 1'-9" 0'-10" 1 3 SERVICE PIPE 4 8-INCH 2'-8" 2-6" 3'-2" 3-0" 2'-5" 2'-1" 1'-9" 1-6" 2 A CURB STOP CORPORATION STOP PROVIDEI/8" DIAMETER 10-INCH 3'-4" 3'-3" 4'-0" 3'-10" 3'-0"DRAIN HOLE 2'-9" 2'-2" 1' 11" 0 1 3 WATER MAIN 12-INCH 4'-0" 3'-10" 4'-8" 4'-8" 3'-8" 3'-3" 2'-T 2'-3" 4 14-INCH 5'-5" 3'-10" W-6" 4' 11" 4'-9' 3'-5' 3'-5 2'-5 \ 6" MIN. TRENCH BOTTOM NOTES: 1. THESE TABLES ARE BASED ON 150 PSI MAIN PRESSURE AND 2000 PSF SOIL BEARING PRESSURE. GENERAL NOTES: 2. WRAP ALL FITTINGS WITH POLYETHYLENE. 1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FOOT COVER MEASURED FROM THE EXISTING GROUND SURFACE, EXCEPT THAT COVER SHALL BE MEASURED FROM CENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SERVICE LINES �� SHALL HAVE A MAXIMUM 7 1/2 FOOT COVER AT CURB STOP. TYPICAL BLOWOFF 1 THRUST BLOCK FOR WATER MAIN FITTING 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. AB5.1 SCALE:NTS COB DETAIL: 02660-7 REV DEC 2003 AB5.1 SCALE:NTS COB DETAIL: 02660-1 REV 12/27/95 3. BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN s" OF SERVICE PIPE. 4. INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF-POSITION. l l WATER SERVICE LINE AB5.1 SCALE:NTS COB DETAIL 02660--6 REV DEC 2003 FIlIlI IIl� O 8'-0" MAX. GREEN STEEL POST 3'-0" MIN. AT END OF SERVICE yPROPERN LINE INSTALL PLUMB WITH TO BACK OF CURB PUMPER NOZZLE FACING STREET HE 2'MIN,' HYDRANT, MUELLER SUPER WI CENTURION 250 `LINE OR y "" W y W y W y W y OR WATEROUS PACER LINE O REBAR ANCHOR f EASEMENT MIN.4'-0" CLEAR ALL LINE FIRE HYDRANT nQ. 5 1/2'BOULEVARD W W W W W W W W W W AROUND(TREES,HEDGES, (TYP.) 4, W W "' "' "' "' BUSHES,ETC.) �STREE,r. URFACE 5'SIDEWALK GROUND SURFACE SIDEWALK V 1 (TYP.) rl O ADJUSTABLE SCREW y' '/ � ELEVATIONS AS SHOWN WIPE VALVE BOX ? \ 1 ON PLANS OR 0.2' WITH LID / a COMPACTED BACKFILL 25 ABOVE TOP OF CURB (TYP.) (SEE SPECS) WATER MAIN GRADE �11.5' 8' CURB&GUTTER (TYP.) (TYPICAL EXCEPT IN SPECIAL CURB {gAj.j{ DETAIL GROUND LINE CONCRETE CIRCUMSTANCES WHERE CITY HAS APPROVED ALTERNATE LOCATIONS) ANCHORS o 2' X 2' UNDISTURBED WOOD PROPERTY LINE EARTH \\� MIN.6.5'COVER77 SERVICE LINE.SLOPE=1/4" MARKER 1' 45' ELBOW M FOOT MIN.. 1/2" PER FOOT CURB&GUTTER NOTE:COAT RODS WITH"KOPPERS BITUMASTIC N0.50 COATING OR EQUAL. SEWER MAIN SN7E ACK v Af� .CONCRETETHRU FIRE HYDRANT BLOCKY - THRUST BLOCK DIMENSIONS _ TO MAIN LINE IN LINE WYE FITTING FOR PLUG VARIABLE A00 PSI A50 PSI A00 PSI 250 PSIC AOOBPSI eM NEW INSTALLATIONS 3'MIN. SADDLE FITTINGS ALLOWED \\\�\�\ 1 2 'O FOR EXISTING INSTALLATIONS �� �\ z r z v s p s•p a p a p a p �\\ p s ONLY UPON APPROVAL OFf\�\ 1 16 CITY OF BOZEMAN SEWER - CITYO DEPARTMENT. JOINT AS REQUIRED FOR 1 4 18• a p s s •p r p s r p.p s p s p TMI . PIPE SPECIFIED 3 24'VALVE WATER MAIN \ ����� NOTE:PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURES IN SYSTEMSERVIOE INVERT NO \ ISS14B DC6tB: I�-G-zO�IILOWER THAN SPRINGLINE OF SEWER MAIN NEW 6"AUXILIARY GATE VALVE FOR WYE FITTINGS. . 2 CUBIC YARD WASHED GRAVEL FLANGE JOINT THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6"VALVES AND LARGER UNLESS SPECIFED BY THE ENGINEER MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCKS. THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES BOULEVARD WALK DETAIL *MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK THRUST BLOCK FOR WATER MAIN VALVES AB SCALE: A B 5■1 L 6 SANITARY SEWER SERVICE LINE HYDRANT LOCATION FIRE HYDRANT AS—BUILT AB5.1 SCALE:NTS COB DETAIL: 02730-2 (DEC 2003) AB5.1 A65.1 SCALE:NTS COB DETAIL: 02660-4 REV EEB 2008 v/5/� SCALE:NTS COB DETAIL: 02660-5 REV DEC 2003 #14693 = CURB TO CURB BACK OF R 15'- PROF MOIyjgN WIDTH-VARIES CURB UNDIS EARTH T(TYP.) ��URBED \��\\\\�\\\\i\\\\\/�\\/�\\��\\/�\\��\ I/ FACE of GUTTER ern\ 15'R(TYP) PT , MARK A. o EXPANSION JOINT \\\ m CHANDLER CONCRETE THRUST MJ GLAND CONTROL JOINT A \�\ BACK OF CURB B UP No. 9518E0S BLOCK (TYP.) \\ DOWEL WITH 24•' NO.5 1}I EXPANSION Ir1 TYP) ND -----_- _ FLOWLINE MJ GLA �� _ REBAR,3" INTO BACK f I ^ °C'', PN JOINTS R FNG�NEER �� ` _� OF CURB,3"CLEAR 1j WITH CURB RETURN A ° D.I. MJ D.I. D.I. FILLET AS ONE PIECE 6" ^ ° '° ^ ° .Sheet 23 Of 31 PIPE TEE PIPE O PIPE A ~%a MAX. a .A< °i NOTE: DOWEL WITH 5 04 X 36' ]JOINTS WILL BE REQUIRED IF EXISTING CURB 5'X 5' - °• ° SMOOTH REBAIR EVENLY APPROX.EVERY 10 FEET RETURN,GRIND GUTTER kk •5 ' SIDEWALK ° 5'SIDEWALK(TYP.) a m m E3 SPACED ON 1 CENTERS 1 20 MAX TO FORM OUTLET LANDING 1 N - WITH 3 1/2"OF COVER. CHANNEL WHEN THIS IS °1 - °° �In n m WITH EXPASION TUBES 24 M ° [ Lp MJ VALVE ONE ONE END OF BARS PLAN VIEW THE HIGH SIDE a° - T'2 D.I. SCALE: I" =5' ° 7 d MJ GLAND PIPE (n $�� VARIABLE OWEL 5 1/2'BLVD. (TYP.) D t o 6•RI MIN. STREET SURFACE 2 pp [ a ffi O 3/4•' MIN.CORROSION RESISTANT ALL THREAD 1 3 1/Y 6" THICK CONCRETE /7 PER 1' RESTRAINING ROD,CONFORMING TO ASTM A242-81, SURFACE Q m MJ VALVE INSTALLED IN HALF THE AVAIL wABLE MECHANICAL JOINT -.+�•j'�' U) �n t BOLT HOLES(-DU WHERE NECESSARY,CLAMPING _ EXPANSION ~ [ m LUGS(ROMAC"DUCTILE LUG" OR EQUAL)DESIGNED r RAMPS TO BE CONSTRUCTED WITH DETECTABLE JOINT FLOW LINE m TO FIT DUCTILE IRON(D.I.)PIPE,AND CONFORMING y J COVERINGWARNIHE NG SURFACESIRE GOOF TING NE WITHRAM ADS.ONE W TO ASTM 536-80 MAY BE USED IN CONJUNCTION MJ GLAND D.I. WITH THE RESTRAINING RODS. f a e REINFORCE WITH#4 CORNER OF THE DETECTABLE WARNING MUST BE PIPE BARS ON 2'X 2' WITHIN 8' OF GUTER FLOW LINE;NO OTHER POINT STORM DRAIN INLET Y SECTION A-A GRID ON THE LEADING EDGE OF THE DETECTABLE WARNING (TYPICAL LOCATION) WU 3 NOTES:THE WIDTH WITH PROPORTIONAL MAY BE MORE THAN 5'FROM THE FLOW LINE. 2< INVERT MAY VARY TO SATISFY THE DESIGN REQUIREMENTS OF INDIVIDUAL APPLICATIONS. W FINISHED STREET SURFACE TO BE 1/8"TO REINFORCE CONCRETE IN RAMPS WITH 1/4"ABOVE EDGES OF DOUBLE GUTTER. FIBERMESH AT A RATE IF 1 1/2 lb,/C.Y. OR WITH 6.6.10 GAUGE WIRE MESH iy'� 5'-0" � �iM TYPICAL VALVE/TEE RESTRAINT TOP OF CURB 1 TRANSITION TO NORMAL SIDE DOUBLE GUTTER ELEVATION. DISTANCE VARIES. A65.2 SCALE:NTS COB DETAIL: 02660-10, REV. DEC 2003 2 sIDEWAL - 5'SIDEWALK 5.5" NO LIP ABS'2 SCALE:NITS COB DETAIL: 02529-1 DEC 2003 IIIF�� VARIES LANDING FLOW LINE SECTION B-B No LIP��9.5. M NO SCALE ALL FITTINGS SHALL L BE MECHANICAL JOINT STANDARD WITH 3/4" TIE RODS 6" CURB SECTION 2 1/2" W IN EVERY OTHER ROMAC"DUCTILE LUGS' OR EXISTING SEWER PIPE 6" 6'CONCRETE RAMP 3' GRAVEL BASE(TYP.) \ DEPRESLKD A EXISTING MAIN AVAILABLE BOLT HOLE. APPROVED EQUAL MAY BE T \\ USED TO FACILITATE TIE SECTION A-A LANDING ROD INSTALLATION. -- ' NO SCALE SECTION C-C .- CONSTRUCTION NOTES: NO SCALE \. 1. STANDARD APPLIES TO NEW CONSTRUCTION,WITH MAX.CURB R=15',AND MIN.5.5'BOULEVARDS. 2. RAMP AND CURB CAN BE POURED MONOLITHICALLY. BACKFILL STORM DRAIN INLETS SHALL BE CONSTRUCTED"UPSTREAM" OF RAMPS.ALTERNATIVE LOCATIONS PERMITTED ONLY UPON CITY WITH ENGINEER'S APPROVAL. #4 REBAR ANCHOR BEDDING 4. RAMP WIDTH SHALL BE 5'MINIMUM. RODS WITH \ 'MATERIAL 5. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2%. BITUMINOUS COATING '18 MIN (TYP.) (SZERETRNEDBDIDEM Y ENGINEER) - 4 BOULEVARD SIDEWALK PERPENDICULAR PEDESTRIAN RAMP (15' MAX. RADIUS/5.5' MIN BOULEVARD) A65.2 SCALE:NTS COB DETAIL: 02529 11, NOV. 1995 REV.APRIL 2005 "MEGALUG" OR"UNI-FLANGE" \ Z JOINT RESTRAINTS MAY BE CONCRETE THRUST BLOCK(AS PER 18" DIAMOND BLACK PANEL WITH 9 RED O SUBSTITUTED FOR TIE RODS °' MEW STANDARD DRAWING 02660-1 REFLECTORS,3" MIN.SIZE-NUMBER OF AND THRUST BLOCKS ° 24. PANELS AS REQUIRED BY THE DIR-CTCR'..- FLAT BLADE PUBLIC SERVICE NOTE: POLYETHYLENE ENCASEMENT d ON ALL DUCTILE IRON PIPE AND FITTINGS AS SPECIFIED. STREET NAME REGULATORY SIGN BLANK AS PER SIGN BLANKS SEE SECTION MUTED STANDARDS,SIZE AS 'v^'MOUNTED BACK TO 09810 2.2 FOR SPECIFIED ON PLANS ROADWAY BACK ON POST SIGN SIZES \ WATER MAIN CROSSING BELOW EXISTING SEWER MAIN - A65.2 SCALE:NTS COB DETAIL: 02660-11, REV. DEC 2003 24" 0 0 0 0 0 0 1r��7�FyT 2'MIN.- r� *1.5' 2 x V MIN. rTW, O L1 O T' FLATED 6 11 ELSPA TUBE POST OR APPROVED EQUAL) T MIN. WITH SQUARE TDEPTIHL OF RCROSS PDRAIN NATELY TUBE POST A(TEDLSPAR OR o[^Y) f >Iy 3" GRAVEL APPROVED EQUAL) V 11 Fr\ - - 48" MIN. fff F+MM�I ATTACH SIGNS TO POST WITH V'• DRIVE RIVETS(MIN.•2 PER SIGN) h�l CRCSSWALKCL f3 R STREET MARKER SIGN REGULATORY SIGN DRAAIT DN rT, CONTROL JOINT- SEAL WITH BITUMINOUS JOINT SEALER 2" PREFORATED SQUARE TUBE o POST(14 GAUGE) EXPANSION JOIN FASTEN POST TO SLEEVE WITH sV CORNER BOLT (A325) 1 V ABOVE FINISH GRACE. INSERT BOLT ROADWAY GRADE 6 FINISH GRADE-], 2" HEAD FROM OPPOSITE SIDE BE EXPECTED IMPACT STREET I INSERT DRIVE RIVET INTO OPPOSITE SIDE. SIGN POST FOUNDATION AS MARKER Y 4" PER STANDARD DRAWING 91 (NP) SIGN 8 o" 09810-1 — 2 Y°" X 3Q' 12 GAUGE NON-PREFORATED EXTEND EXPANSION TUBES 3/4" PAST 1 SQUARE TUBE SIGN POST SLEEVE(TELSPAR END OF STEEL DOWEL TO ALLOW FOR "QUIK PUNCH' OR APPROVED EQUAL) EXPANSION (IF DOWELS ARE USED) 60'NP. FILLET TO BE PLACED ON 3'• ALL SLEEVES AND SIGN 24" SIGN BLANKS SHALL BE CONSTRUCTION GRADE ALUMINUM,0.08 INCH COMPACTED GRAVEL BASE OR STREET POSTS SHALL BE INSTALLED INSERT SIGN POST 18" INTO SLEEVE THICK,WITH ENGINEER GRADE REFLECTIVE SHEETING PLUMB. 5' BASE,WHICHEVER IS GREATER. Issue Date: 11-5-2015 2' MIN CLEARANCE FROM CONCRETE TO M-4000 CONCRETE ANCHOR FACE OF CURB TO EDGE EXPANSION JOINT BE 6•' DEPTH OF SIGN AT P.C. (NE .) FROM CURB 70CE OF 15'R(TYP.) DEAD END BARRICADE BARRICADE STREET AB5.2 SCALE:NTS COB DETAIL: 09810--2, AUG 1994, REV 6/2002 3/4"STEEL oowELs(OPTIONAL) SIGN POST FOUNDATION DETAIL A B 5 m TYPICAL STREET MARKER SIGN LOCATION 6 STANDARD FILLET AS-BUILT SIGN POST FOUNDATION FOUNDATION ll/5/I5 AB5.2 SCALE:NTS COB DETAIL: 09810-4, SEPT 2002 5.2 SC ABALE:N B5.2TS COB DETAIL: 02529-2, REV. AUG 1994 A SCALE:NTS COB DETAIL: 09810-1, AUG 1994, REV 6/2002 _ 5.4" (0.45') o �P.�oFMONrgN9cs EXISTING STREET SURFACE L Q� NO JOINT SUBGRADE OR GROUND SURFACE 24 eyVP�QQ� j ma HANDLER VERTICAL TRENCH WALLS WITH SHORING TO J� / No. 9518ES CONFORM TO O.S.H.A. 2 9' O K o A REGULATIONS FFc I ST ERN' p�� TOPSOIL° A FN�N�ER PN° `✓% �j�� \�� < Q - Ze o ecx snvc �/ - PROPERTY LINE Sheet 24 of 31 �9' ,\ a°a ° as° - . 11oQ S INSTALL DETECTABLE WARNING TAPE 18"(45cm) \� - O O O O \ \/ /SE/C'TION A-A 'T N MAX.DEPTH(OPTIONAL) O O O O BACKSLOPE AS SLOPING,BENCHING, A SUPPORT CRUSHED GRAVEL O O O O O O O O O O O O O O O SPECIFIED TO SYSTEMS IN THIS AREA TO CONFORM O O O O O O O O O O O O 0000000 CONFORM TO O.S.H.A. TO O.S.H.A.REGULATIONS- BASE- 3' MIN. O O O O O O O O O O o? E-- REGULATIONS O 0000 O O O O O O O O O O O O O rs.° \ m''�c BEDDSELECNG MATERIAL T TYPE 1 SUB AS REQUIRED SE i° OTPLACEDI IN // A D C )LAYERS \� \� AND COMPACTED % ///�//%/% � //�///\. L L - \ \�\�\x \ \ NO JOINT// 'L D _ AS SPECIFIED IN A c \/\\ SECTION 02221 COMPACTED SUBGRADE TYPE TRENCHB"B C FILL C 6"(15cm) j TYPE 1 PIPE BEDDING PLACED IN /' 6°(15 cm)MAX.LAYERS AND L,y E. \� �//� COMPACTED THOROUGHLY / \�j +3/q" PER 1'SLOPE 3 1'SLOP PER 1'SLOPE ROq°y \ 6" o o WU 3 \� "�\ 1/2" PER SLOPE o =< <O TYPE 2 PIPE BEDDING WHERE REQUIRED FOR :� F' 6 W SOFT OR UNSUITABLE j FOUNDATION DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB ti NOTE SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230 (M.P.W. SPECS.1996 ED.) INVERT 2-MIN.4 1/2"MAX TRENCH WD =O.D.OF 2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF�' AND C-LINE cm) // MINIMUM WIDTH OF PIPE PLUS 2'(60 ". / 3. EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S P.T.S CURB RETURNS AND AT NOT MORE MIN.TRENCH WIDTH THAN 300' INTERVALS.THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB 1J�T)= 1.APPROACH WILL BE PLACED MONOLITHICALLY 2.TAPERS SHALL BE [� / AND GUTTER. 5'IN LENGTH MINIMUM 3.JOINTS MAY VARY DEPENDING UPON WIDTH OF =3.5'(1,1 mJ 1 APPROACH AND WALK. JOINTS IN THE FLOWLINE ARE TO BE AVOIDED, BUT 3. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR 1/2" SLOPE IF NECESSARY FLOWLINE JOINT SHALL BE SEALED WITH AN APPROVED JOINT HIS REPRESENTATIVE. 4. CONCRETE SHALL BE CLASS M-4000. 1�¢ PER 1 0" SEALER(THIS NOTE ALSO APPLIES TO DRAWING 02529-7A). 5 CRUFORSCURBGRAVANDEL BASE SHALL GUTTER EXPANSION THE PROJECTS,WASHED OF ROCK MAY BEOUSED FOR THE GRAVEL RASEED.) 1 1/2' LIP NOTES: CENTER LINE OF ALLEY(FLOW LINE) 1. WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT WILL BE �( CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" (30cm) FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3' (0.9m)FROM EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION. REMOVE AND REPLACE INTEGRAL CURB AND GUTTER ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT. 2 2. SEE CONTRACT SPECIAL PROVISIONS FOR ANY MODIFICATIONS TO STANDARD OPTIONAL BOTTOM OF CONCRETE TRENCH MATERIALS AND/OR OTHER TRENCH DESIGN FEATURES AB5.3 SCALE:NTS COB DETAIL: 02528-1, REV. MARCH 2O06 3. SEE O.S.H.A.CONSTRUCTION STANDARDS FOR EXCAVATIONS TYPICAL UTILITY TRENCH SECTION A-A AB5.3 SCALE:NTS COB DETAIL: 02221-1 REV 10/25/02 75' ((COAL STREETS)00' (COLLECTOR STREETS) ) CURB WALK ALLEY APPROACH WITH FLARE SECTIONS 150'I(ARTERIAL STREETS) A65.3 SCALE:NITS COB DETAIL: 02529-7A, REV. 2/10/2000 I-�VARIABLE O SECTION A-A NITS 3.0% ` TRANSPO POLE-SAFE MODEL N0.4075 KW ROUND TAPERED STEEL POLE(RTGP 38'MAX.) KW ROUND TAPERED STEEL POLE(RTSP 25'MAX.) SQUARE BASE BY MANUF. 100'TRANSITION FROM VARIABLE V 1 TYPICAL 3.0%CROWN TRANSITION SQUARE BASE BY MANUF. (2)NUTS&(2)FLAT WASHERS TO 1.5%CROWN PER MANUF.RECOMMENDATIONS (2)NUTS&(2)FLAT WASHERS PER MANUF.RECOMMENDATIONS TRANSPO POLE-SAFE MODEL NO.4100 ���777777 1"BITUMINOUS ASPHALT EXP.JOINT 1" SIDEWALK(IF REQUIRED) SIDEWALK WWALK(IF ASPHALT EXP.JOINT REQUIRED) V 11 (3)#3 TIES®2"O.C. (3)fl3 TIES ®2"O.C. Fr\ (4)j0x30x3 ANCHOR BOLTS W/1 3/8"PROJECTION (4)10x36x4 ANCHOR BOLTS W/11"PROJECTION O A 1.5% A S"GALVANIZED STEEL THREADED END 8"GALVANIZED STEEL THREADED END MM TYPICALINTERSECTING - ,� (11)# VERTICAL ,� F o o (11)#6 VERTICAL a a 24"0 CONCRETE PIER 2"CLEAR, a 2"CLEAR, 24"0 CONCRETE PIER #3 TES®TO"O.C. $3 TIES®10"O.C. VARIABLE TRANSITION 100'TRANSITION FROM III E=P TYPICAL 3.0%CROWN TO 1.5%CROWN = _ II _ III SOILS PER SOILS REPORT n SOILS PER SOILS REPORT I 3A% - III-III=III=III=IIIIIIII fiG TF �ITtiliI=III-lil=lil= NI NOTE: 1. REFER TO LIGHTING PLAN FOR POLE PAINT REQUIREMENTS 1. REFER TO LIGHTING PLAN FOR POLE PAINT REQUIREMENTS PLAN VIEW Issue Date: 11-5-2015 5 25' LIGHT POLE s 38' LIGHT POLE n TYPICAL STREET INTERSECTION TRANSITION AB5.3 SCALE:NTS A65.3 KALe NTS AB5.3 SCALE:NITS A B 5.3 AS-BtJn.,T U/5/15 #14693 C4�P�OF MOIVTgq,9Cs oa MARK A. o CHANDLER w No. 9518ES 60, 0�9� gFCIST ERf"�P�O ENGINEER PN`J 30' ri 30, Sheet 25 of 31 16.5 7.5 1 5' m 3" LIFT OF HOT PLANT MIX 1 (TYP) ?'I M ASPHALTIC CONCRETE INTEGRAL CURB AND �P� d g L qk CONCRETE SIDEWALK PER PLAN SURFACING 95%COMPACTION GUTTER PER STANDARD DETAIL 2,SHEET C5.3 7 3%SLOPE 3%SLOPE -- 1/4"PER 1' I m In c B w C: '�o PX 0 p BOULEVARD 4.l'MA)( [1 a ffi CRUSHED GRAVEL BASE COURSE. L ` 6" MIN DEPTH. _ m 4" LIFT OF CRUSHED L. m GRAVEL LEVELING COURSE NATIVE GRAVELS OR PIT 18" OF 6" MINUS PIT RUN FILL, 12" MAX. LIFTS, LU RUN SUB-BASE GRAVEL 95%COMPACTION 95%COMPACTION z 2< 3� NOTES: W 1. REMOVE ALL TOPSOIL AND FINE GRAINED MATERIAL DOWN TO NATIVE PIT RUN GRAVELS FOR FULL 40, WIDTH OF ROADWAY.COMPACT TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY.AS DETERMINED BY AASHTO T-180. 2. IF NECESSARY, BACKFILL TO SUB-GRADE ELEVATION WITH 6" MINUS PIT RUN GRAVEL,WITH 8" MAXIMUM LIFTS,COMPACTED TO A MINIMUM OF 95%. 3. PLACE 6" LIFT OF 1" MINUS CRUSHED GRAVEL BASE COURSE,COMPACTED TO A MINIMUM OF 95% 4. PLACE 3" OF HOT MIX ASPHALT FINISHED SURFACING, COMPACTED TO 95%. TYPICAL 33' STREET SECTION W AB5.4 SCALE:ITS FIGURE A-1 REV JAN 2011 A 74' 37' � 37' lz 6' 6.5' 8'PARKING 5' BIKE 10.5' DRIVING J O Z 23.5 6.5' 6' LANE LANE LANE o Vl o P) Mqk CONCRETE GLINT GRAIL PER STANDARD tit M,P SIDEWALK DETAIL 2,SHEET C5.3 PER PLAN 3%SLOPE 1/4"PER V 3%SLOPE ^� PX 3.T M 9' 9.. BOULEVARD 3. AKA)( CRUSHED GRAVEL BASE COURSE. 4" LIFT 4" LIFT OF CRUSHED 6" MIN DEPTH. OF HOT PLANT MIX I--� GRAVEL LEVELING COURSE ASPHALTIC CONCRETE 18" OF 6" MINUS PIT SURFACING 95% NATIVE GRAVELS OR PIT RUN SUB-BASE GRAVEL COMPACTION RUN FILL, 12" MAX. LIFTS, [o^) 95%COMPACTION 95%COMPACTION V rT, NOTES: FOB 1. REMOVE ALL TOPSOIL AND FINE GRAINED MATERIAL DOWN TO NATIVE PIT RUN GRAVELS FOR FULL 40, h+l WIDTH OF ROADWAY.COMPACT TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY.AS DETERMINED BY AASHTO T-180. 2. IF NECESSARY, BACKFILL TO SUB-GRADE ELEVATION WITH 6" MINUS PIT RUN GRAVEL,WITH 8" MAXIMUM LIFTS,COMPACTED TO A MINIMUM OF 95%. 3, PLACE 6" LIFT OF 1" MINUS CRUSHED GRAVEL BASE COURSE,COMPACTED TO A MINIMUM OF 95% 4. PLACE 4" OF HOT MIX ASPHALT FINISHED SURFACING, COMPACTED TO 95%. ` 1 TYPICAL 47' STREET SECTION AB5.4 SCALE:ITS FIGURE A-1 REV JAN 2011 Issue Date: 11-5-2015 AMA AS-BUH-T ll/5/IS #14693 OF MONTq,�q{? �a MARK A. o CHANDLER w No. 951BES 0 0�9� PFG I ST ERA` p�0 F�MEER PNO\- Sheet 26 of 31 LEGEND W A C m m B I u01i �� JC n n s STREET LIGHT- 25'BRONZE WITH 150 WATT HEAD INSTALL(2)4' �/ / LOT 4 / m CONDUITS / n 24,887 IF I LOT 13 �� LENGTH=sLF(EACH) LOT 5 / / h / ��,��m �QB BOLLARD LIGHT-VRB110OPMHBL-HS BY KIM LIGHTING 6,622 IF m LOT 12 LOT 11 LOT 10 LOT 9 LOT OT LOT 6 `° .c 8,209 IF 6,813 IF 6,813 IF 7,638 IF 7,638 SF 6$j 813 SF 6,813 SIT / / j E x o ❑ JUNCTION BOX/TRANSFORMER I INSTALL(3)B" INSTALL( / / / . c INSTALL 4"IRRI ATION CONDUIT CONDUITS CONDUITS / , LENGTH=78LF LENGTH-64LF(All A H) / / D pF�rn PRIVATE UTILITY CONDUIT INSTALL( )8" INSTALL(3) / d 9 INST,CON[ TS 3)8 CONDUITS CONDUITS 0 3' BY 6' BY 3" THICK CONCRETE PAD FOR LENGTH= 4LF EACH B LENGTH=64LF(EACH) LENGTH-6 AC BLO CENTRALIZED BOX UNIT(CBU) c I INDCSTALL,�3)8" LOT 3 I C & ONDUI S 12,587 IF LU LENG�H=64LF(EA ) ■ xo 3� ❑ ❑ INSTALL(2)4" CONDUITS LENGTH=9LF(EACH) LOT 2 I LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 INSTALL(3)8" 11,224 IF . 9,543 IF 7,533 SF 7,533 SF 7,524 IF 6,796 IF 6,796 IF 6,795 IF 7,645 IF CONDUITS WAY I LENGTH=64LF(EACH) INSTALL()12 UNIT CBU . . L - - - Q P AS 4 a � w P AS 3 W TALI r4"1R ON CONDUIT a I /Y GTF�78 F INSTALL(3)8"0 C ALL J L98 1 .p 00 CONDUITS CONDUITS 1JJ 4,988 SF Q\ LENGTH 6 ILF E Cl) F LENGTH= LF(EACH) �y5 LOT 1 LOT 12 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 e up 573 SF 0 SF 6,600 IF 6,600 IF 6,596 IF 6,796 IF 6,796 IF 6,796 IF 7,700 IF INSTALL()8'• INST LL(2)4" AY Q Svl.'VE - -CONDUITS CONDUITS N 64LF(EACH) S U ( 8" CONDU�)8' J LENGTH=64LF(EACH) ND ITS /� INSTALL 3)8" ` LENGTH=64L E H) / I ` LENGTH=64LF EACH) OB ❑ CONDUIT ❑ I. Q I a W V OD DRIU UD iv� % (f) 0 a < ❑ INSTAL CONDO S LENGT 4LF(EACH) a INSTALL(2) II II CONDUITS ■ LENGTH=9L (EACH) LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 12 LOT 1 \ Z / 8,573 IF 6,226 IF 6,226 IF 6,226 IF 6,226 IF 6,224 IF 6,687 S- 6,685 IF 6, INSTALL((1 2 UNIT CBU \ I O AND(1)8 UNIT CBU P AS 3 . ■ = : = ■ ■ ■ � ■ ■ � . . � INSTALL 4"IRRIGATION CONDUIT LENGTH 78L PHASE 1 1 INSTALL(3) = INSTALL(2) CONDUITS CONDUITS III LENGTH=64LF CH) � 1\T LENGTH=9LF(EACH) LOT 10 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 61641 IF 0 9,113 SF 6,685 IF 7,125 IF 5,805 IF 7,125 IF 6,685 SF 6,687 SF 7,125F 6,241 IF S INSTALL(2) INSTALL(3) BLqC H CONDUITS CONDUITS I LENGTH=64 F(EACH) ❑ \ LENGTH=64LF(E H) LOT 12 I B 12,903 IF INSTALL(3),8" INSTALL(2)12 UNIT CBU I W SHADOW -coNDLL V'^J G Scale In Feet LENGTH=64LF(EACH) INSTALL(3)8 I a ' < N 50 0 50 LENGTH=64 EACH I h/�^y-J�1 [I [1 B EXIS WELL / 15 0 15 INSTALL()8" INSTALL( )8" Scale In Meters a INSTALL(3 a" LENGTH CONDUIrs CONDUITS INSTALL(2)4" LENGTH=64LF(EACH) LENGTH=64LF(EACH) LENGTH= 54LF(EACH) CONDUITS / I LENGTH=9LF(EACH) LOT 10 LOT 11 T / 7,909 IF 11,504 SF LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 /�:..008 SF 1,554 IF 7,537 IF 7,521 IF 7,504 IF 7,487 IF 7.273 IF 7,262 IF 7,260 IF I j ILi,� I • P�AS E _XISTING 24" TREE -mmmI - B XTI Elm 0 DURSTON ROAD EXISTING 30" PINE Issue Date: 11-5-2015 AB6.0 PRIVATE UTILITY PLAN AS-BUILT 11/5/L5 AB6A SCALE: 1"=50' #14693 OF MONTq,�q C} £} MARK I A.CHANDLER I \A No. 9518ES o l � 0�9� PFG I8T ERA` p�0 I / / F�MEER PNO\- 2 CONDUIT-# WIRES AND 1-#1 GROUND) / / ""' i Sheet 28 Of 31 LEGEND I (1 m m E C STREET LIGHT-25'BRONZE-LED HEAD(MINIMUM MAINTAINED LUMENS v, + SHALL BE 9500-8000) o ED SOB BOLLARD LIGHT-VRB110OPMHBL-HS BY KIM LIGHTING(LED) 8 w o 8"w 8" �— 8" 8"W os,W 8" 8�4 811W 811wo "W 0 ' m 8" d"S 8"S 'Y3"SS S 8"SS 8"SS 'SS �� s"SS 8" �•SS ^ I ■ I 7 E IMMANUEL WAY STA 5+73.53 a UGE 2" PVC ELECTRICAL CONDUIT 3 ETHAN WAY STA 6+66.46 m c I` ► 0 O a n ffi S ELECTRICAL PANELL1 a © PULL BOX g ■ WAY 1 / 1-2" CONDUIT m I 111 (2—#8 WIRES AN 1—#10 GROUND) PH SPA pp U 3$ / LL� ■ j 3 P ■ a I .IN LA E/NO PAP �I f I I (z—#e wIT IREs AND 1—#10 r�Ro�o)`Y ■ � 01 `~- gIII LANE S NMENT / m IMMANUEL WA ST +9333 / M N GLENWOOD IV A 7+35.44 C p w w _ ml 4 / OD DRIVEo a"w 8„ �a"w a"w w a'w w a'w a' + / ■ W c0 a'•ss 1e"ss TL7e"ss '•ss '•ss s s"ss s ss s"ss ^e"ss ,....... V J (2 CONDUIT/ (2 #8 WIRES AND 1 #10 GROUND) NO PARKING it, _ m \ ■ 1-2" CONDUIT +6 \ SER ICE PANEL A (2—#8 WIRES AN 1—#10 GROUND) 3 / g (METER LOCAT D ON PANEL) ■ ■f 0 MINION 0 � ` I Z 25 H NO PA KING.,SI \ / �1�3 7 � ■ O 4 o � W ■ W Q � N "W 8 8••W'W 18••1N A."w 9"W "W 8"W •• 8"W 8"W 8'W ------ -- - ■ 7� 8"S "SS 8"SSI e"S 1 8"S 88 8"88 8"85 8" 8"S UGE U E UGE UGE BE U E 0+00 I I O IMMANUEL0+TA 8 N PARKIN �I l EXISTING w SHADOW G E1J DRIVE STA +;00.02 VL NDUIT �i� / ■ ■ � (2—#8 MIRES AND 7—#10 GROUND) Scale In Feet I I ■ h+�y 50 0 50 —XISTING 24" TREE +0 I I _ ■ o 5 0 15 Scale In Meters LANE IG MENT SI e rl RED SIN kltoIJ pf1 EXISTING 30" PINE 1z•' iz"w 12"w 12•w 12'w 12'w iz"w 12'W'AD 12•w 12'w 12•w 12'w 12•w 12'w 1z"w -' 1z"w 12'w 12'w 124 PH ern Rdr �.v�—FM PM rn� M�—ter Mt �h��fib—FHNf--FMB FM FI. FM 4'FM-FM —M ­7M cn nn FM FM �� F FM FM STREET LIGHT PLAN AB7.0 SCALE: 1"=50' Issue Date: 11-5-2015 AB7.0 AS-BUILT 1vsi15 #14693 OF mo/g,q,�q �a MARK A. o CHANDLER w No. 951BES 0 0�9� PFG I ST ERA` p�0 __ - �. • � l i � � ENGINEER PNO\- LANE IA S NM T SIG I / /N l W Sheet 30 of 31 I 3 / /o LOT 4 n n S LOT 5 24,887 IF E/ a `^J 6,622 IF / m m i LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT �OT LOT 6 /N S' d m m 8,209 SF 6,1113 IF 6,813 IF 7,638 IF 7,638 SF 6 813 IF 6,813 IF / E u LEGENDLLJ YE LOW CURB PAINT( P) I � / / Qlr° "° �.,,r^' ` � m�'`�- T T 6 7P D / D ❑a@E �O� STREET LIGHT- 25' BRONZE WITH 150 WATT HEAD • n ffi •R7-1L 7 •R7-iL R7-1R• � c �B BOLLARD LIGHT-VRB110OPMHBL-HS BY KIM LIGHTING z • I p c 0 ^ter AT STOP SIGN //�'O COB TYPE B LOT 3 C p��n�E PROPERTY BOUNDARY LINE � I ETHAN G CROSSWALK (TYR) 12,587 IF OF p�° 20'(TYR) 333 - SURROUNDING PROPERTY LINE � W SETBACK LINE •R7-1R R7-iL• •R7-iR R7-IL• � o EASEMENT LINE m B ` 0 PROPOSED CURB AND GUTTER WITH PAINTED CURB (n - W16-7P AND N I srov/smcci /PROPOSED SIGN WI 1-2 R R LOT 2 J LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 11,224 IF ^ BICYCLE LANE MARKINGS 4 9,543 IF 7,533 SF 7,533 IF 7,524 IF 6,796 IF 6,796 IF 6,795 SF 7,645 IF J ETHAN WAY / a P AS 4 ® ® PAS 3 W o LOT 1 14,988 IF QJ-Ce'p LOT 1 LOT�2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 e �pg0 z ip�,573 SF- �F O SF 6,600 SF 6,600 IF 6,596 IF 6,796 IF 6,796 IF 6,796 IF 7.700 SF IN E/NO PART �// I P '^ _ J W16-7P AN � • • / v, 4 � W71-2 LANE S NMENT / (b` ` a 4 •R7- iR• •R7-iL R7-iR GLENWOOD DRIVE W / AT sroP slcN GLENWI AT HYDRANT co D•(TYR) 4 REET -iR R7-7L• R7-IL 4 Qyd � � 111 i N � W 7 T- / LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 12 LOT 11 A {{�� / NO PARKING I 8S/5 SF 6,226 SF 6,226 SF 6.226 IF 6,226 SF 6,224 IF 6,687 SF 6,685 SF 6, \ 4 OAS 3 4 PHASE 1 ^ I 11-T 25 H/NO PARKING z51 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 �j / 9,113 IF 6,685 IF 7,125 IF 5,805 IF 7,125 IF 6,685 IF 6,687 IF 7,125 IF 6,241 IF 6,641 IF F-I W16-7P AN W11-2 LOT 12 W14-2 QB 7 1 12,903 IF (N OUTLET r •R I ;v^; •R7-1L R7-iR• •R7-iL LEN DRIVE -CD SHADOW sroP slcN SHADOW GLEN DRIVE = .R-1R ID 20'(TYR) .R7- !� Scale In Feet R-1 R7-1L+ •R7-iR I ///h���+///����1 SO O 50 N PARKIN �I '^ O EXISTIN WELL / 15 0 15 v, IYnnwo. Illx�o-� lu w16-7P AND Scale In Meters � w11-2 T LOT 10 LOT 1 -OT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 7.909 IF 11,50a F IF 7,554 IF 7,537 IF 7,521 IF 7,504 IF 7,487 IF 7,273 IF 7.262 IF 7,260 IF BIK LAN tI EXISTING 24" TREE I / NE MENT SI a P AS E 1 LA TI � RED R IN CIA• �URSTON RPA� \oZEXISTING 30" PINE 12•w 1z••w 1r• 1z•�w 12-w 1z•�w 1z•�w 1r�w 1r 1 � 1r•w Ir•w lr•w Ir•w lr•w 1z'•w 12"w 12•w r 12•w �M �M �,.� - +vi ­P4 o Fbf�vr R� rtRr�Y fF�-Ern Fld FAQ FI.1 FM FM�FM �M �M FM FM Fn 0-FM - Issue Date: 11-5-2015 NOTES FOR SIGNAGE STANDARD DETAILS SEE: FEDERAL HIGHWAY ADMINISTRATION'S MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)2009 EDITION. 2, ALL TRANSVERSE MARKINGS,WORDS AND SYMBOLS AND 8" OR LARGER LANE LINE PAVEMENT MARKINGS SHALL BE INLAID THERMOPLASTIC. A B 8■O 3. ALL NO PARKING CURB PAINT AND 8" OR SMALLER LANE LINE PAVEMENT MARKINGS SHALL BE EPDXY PAINT. STRIPING AND SIGNAGE PLAN AS-BUH-T 11/5/L5 AB8.0 SCALE: ==50' #14693