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HomeMy WebLinkAboutNorton East Ranch Subdivision Ph 3A LEGEND DRAWING LIST c 'c I o MARK A. xloo C1.0 COVER SHEET .00 EXISTING SPOT ELEVATION62.11 (TO BE COMPLETED WITH PHASE 3C) I CHANDLER X000.00) PROPOSED SPOT ELEVATION C2.1 STREET F PLAN AND PROFILE No. 9518ES C2.2 STREET E PLAN AND PROFILE I 4 �2 9 b° O © EXISTING POWER BOX 1" 13I I s fGI aTER Q? OT EXISTING TELEPHONE BOX 62.3 WEST+ABC 2A STREET PLAN AND PROFILE (TO BE COMPLETED WITH PHASE 36 AND 3C) I /} N5 1��5 S_, ��G I F INEEk PE�� OE (TO BE COMPLETED WITH PHASE 3B) EXISTING ELECTRIC BOX 1 I 1 NE 1 1 �O��( NE C2.5 STREET C PLAN AND P ILEROF �. NxN 158 I PC"( \• ® EXISTING SANITARY SEWER MANHOLE C2.7 STREET D PLAN AND PROFILE 1I CAS "(R ENE JP I Sheet 1 of 42 C2.8 ALLY PLAN AND PROFILE O`O EXISTING SANITARY SEWER CLEANOUT C3.0 MAYFLY STREET WATER PLAN AND PROFILE NR�EL 2 DES F� C3.1 STREET F WATER PLAN AND PROFILE PP' N y-� EXISTING FIRE HYDRANT Pam' I 1 I S m m o I-C C3.2 STREET E WATER PLAN AND PROFILE NORTON RANCH N89.56'3'56 9 01 O1 v EXISTING WATER VALVE C3.3 WEST BABCOCK STREET WATER PLAN AND PROFILE I ) ri P- IES,LLC- N '16 1337.24 089'S6'33" N 16 C ® EXISTING CURB STOPSTM (TO BE COMPLETED MATH PHASE 38 AND 3C) - - - 41iaz4��l � TO BE COMPLETED VATH PHASE 36) _ - _ _ - �.,Cy -�S 9 �4778 -- S 9 N = t EXISTING POWER POLE C3.6 STREET C WATER PLAN AND PROFILE �5, I I Cn oE. C3.7 STREET D WATER PLAN AND PROFILE EXISTING LIGHT POLE C4.0 MAYFLY STREET SANITARY SEWER PLAN AND PROFILE m C4.1 STREET F SANITARY SEWER PLAN AND PROFILE GROUNDWATER MONITORING WELL LOCATION ' C4.2 STREET E SANITARY SEWER PLAN AND PROFILE 9 I W U� ® PROPOSED SANITARY SEWER MANHOLE C4.3 WEST BABCOCK STREET SANITARY SEWER PLAN AND PROFILE I I 01 o m 2 (TO BE COMPLETED WITH PHASE 3B AND 3C) 4780 I C ` O`0 PROPOSED SANITARY SEWER CLEANOUT (TO BE COMPLETED WITH PHASE 3B) uI �a PROPOSED WATER VALVE C4.6 STREET C SANITARY SEWER PLAN AND PROFILE 1 I I y? C4.7 STREET D SANITARY SEWER PLAN AND PROFILE Ii a ® PROPOSED CURB STOP C4.8 ALLY SANITARY SEWER PLAN AND PROFILE 47g1 $ PROPOSED FIRE HYDRANT C5.0 STREET E STORM SEWER PLAN AND PROFILE 4j8, I I W C5.1 WEST BABCOCK STREET STORM SEWER PLAN AND PROFILE 0 © PROPOSED WATER WELL TO BE COMPLETED WITH PHASE 39 AND 3C w z ( ) DRAINAGE DIRECTION C5.3 STREET C STORM SEWER PLAN AND PROFILE TRAFFIC FLOW C5.4 NORTH STORM SEWER PLAN AND PROFILE C6.0 DETAILS / PROPERTY BOUNDARY LINE C6.1 DETAILS - ,,-4784.__-_ SURROUNDING PROPERTY LINE C6.2 DETAILS SETBACK LINE C6.3 DETAILS 4785 / C6.4 DETAILS � i -EASEMENT LINE C6.5 DETAILS w -xx-EXISTING FENCE C7.0 PRIVATE UTILITY PLAN To / a6 C8.0 STREET LIGHT PLAN 112 ^AT / oHE EXISTING OVERHEAD ELECTRIC LINEAND n /C9.10 LAUREL WEST BABCOCK STREET STRIPING AND PLAN ucE EXISTING UNDERGROUND ELECTRIC LINE 1IP GAS EXISTING GAS LINE SIGNAGE PLAN Sw 4787 / oNT EXISTING OVERHEAD PHONE LINE ucT EXISTING UNDERGROUND PHONE LINE w PROPOSED WATER SERVICE 811w PROPOSED B" WATER MAIN - 4"SS -PROPOSED 4" SANITARY SEWER SERVICE 4789 / - a•ss -PROPOSED 8" SANITARY SEWER MAIN / O - PROPOSED STORMWATER SWALE / ST PROPOSED STORM SEWER 4�g0 I UGF PROPOSED UNDERGROUND ELECTRIC LINE GAS PROPOSED GAS LINE ucT PROPOSED UNDERGROUND PHONE LINE PROPOSED SWALE/RETENTION POND CONTOUR PROPOSED CURB AND GUTTER - I $TFWT - W p, 1 v2_w_ 1 r• BENCHMARK - TOP OF HYDRANT ARROW BOLT C&H CP. #50, CENTER EAST SIDE OF SITE - - - ELEVATION 4804.03 FEET a„ n (NAVD88 FROM NGS OPUS SOLUTION) �� r� - - .0 "" LOT 0 ow ow o$ om �N O A PARCEL OF LAND LOCATED IN THE o - - 2.... o om o„ o„ 6.7 s / m � PARK T S PHASE IIA� LEGAL DESCRIPTION I 02 5 SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, THE SOUTHWEST QUARTER OF THE �,!� LOi s LOT 7 LOT.s- Lot 7 LOT 6 LOT oT 1 LOT 1 'L-I NORTHEAST QUARTER, THE EAST HALF OF THE ! ,629 SF 3.629 ;894 SF 5,894 S 5,894 SF 5. { 3.884 SF 3,894 SF ��11 SOUTHWEST QUARTER, AND THE WEST HALF , - I �,1 - COT 5 LOT 8 LOT 5 LOT 8 LOT 5 LOT 8 LOT 11 LOT 2 T THE SOUTHEAST QUARTER, ALL IN SECTION 9, a6z9 SF 5.- 5,694 SF 5.694'S - 5.694 S 5,04 S 5894 SF 5, 4 BENCHNIAIC C.P.p��� W TOWNSHIP 2 SOUTH, RANGE 5 EAST OF P.M.M., ' -- 1nv9alr-4.0 6GLn GALLATIN COUNTY, MONTANA LOT 4 LO LOTS LOT 9 LO 4 LOT 9 .0 10 ,6 3 I aay.=aeoa.a3 1 ,829 SF 3. 3.694 SF fi,894 6, 4 SF 5,89y'8 `�1894 SF � 5.894 SF SPECIFICATIONS LOT 3 LOT 3 OT 10 LOT 3 LOT 1 LOT 9 LOT 4 QP-p 'S,6 9 SF 5, F S 5,694 SF 5,8 5,694 SF 5,894 51' I �P ALL CONSTRUCTION SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBY Lo i 11 Loi 2 Loi n - "-LOT 2 11 - Lois LOT 5 CO 0 INCORPORATED BY REFERENCE: t s.ez_9 k ees sF 5,694 5,694 SF ,694 5.694 SF s,esa SF. I �P �j 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION (APRIL, 2010) 3 - �,o Fj 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING ADDENDUM NO. 1 (AUGUST, Loi 1 LOT 1 LOT 1 LOT 1 Loi t Loi 1 Loi 7 LOT 6 I I ���� pppK IIQj�' 2013 8,414 SF 8,428 BS28 SF 8,541 S 8,565 SF 6.579 S 6.312 SF 5,794 SF \ GENERAL NOTES oT 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE N MADE "' ^� i° '�» <� M1N �� •-'� m» ^� �� ,a5s L� WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN o„ oa $ oN 425 SF I O ENGINEERING DEPARTMENT. f - ICI 2. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE -00 �^ Q�,,`,,, :2L ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC. FOR -_,T- oR o„ oD offi $m-"�I $ - }� rh ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE a - om �; MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE Id ENGINEER. " 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. gyp✓ 08 0„ o� o_ _off og o -"oN o� o� o� o� r^, 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. I \ 5. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. 9 480 TOWNSHIP 2 2 SOUR1,RANGE i 6. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. 8 _ -- 7. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE I "GEOTECHNICAL INVESTIGATION REPORT" PREPARED BY C&H ENGINEERING, DATED JUNE, 2014. rewEcr 0m rAuoN sr --_�g809 issue Date:6/10/2015 8. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA P - - - - - - - - - - REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS Seale In Feet FeuoRsrn�r eolerr �1 EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. 150 0 150 W 1/16 1�w • 8 _ FFl IANE US 191-HU NE SEC 9 - 9. PROPOSED GAS, ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE. FINAL 45 0 45 SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF ■ APPLICATION FOR SERVICE. Scale In Meters Contour Intervals: t Foot 1 OVERALL SITE PLAN VICINITY MAP T 7�T AB1.0 SCALE:1"=150' �-Bvi�-+T AB1.0 SCALE:NTS &q6/0 #14300 TO BE COMPLETED MARK A. CHANDLER No. 9518ES WITH PHASE 3B I o�9( �f015TEQE��Q�O F'1G/VEER P� o Sheet 3 of 42 3 LOT 3 LOT 10 3 LOT 3 LOT 10 3 o LOT 3 LOT 10 3 LOT 9 LOT 4 m m m 5,629 SF 5.—SG 5,694 Si 5,894 SF 5.894 SF 5.894 SF 5,89!SF 5.894 SG N �`3{[r, 3 3 0 3 3 j E a= INSTALL 1 E LOT 2 LOT 11 c ASPHALT E LOT 2 LOT 11 LOT 2 LOT 11 LOT 8 LOT 5 m �DOB5.629 SF 5,829 SF 5.894 SF 5,894 SF 5,694 SF 5,694 SF K 025 STD. ENO. o ® O 5,894 SF o 5,694 SF (6 � 85�2529-1 C S'�o 3 3 3 INSTALL ALLEY APPROACH 3 `y+ a m TO INSTALL 6'WIDE SID PER m0 A7105' 1 W m 1 /y\ MAINTAIN DRAINAGE C e m COB STD. D G NO. 2 9-15 LOT 1 ac LOT 1 LOT 1 Ii1 W LOT 6 Cn AL N PARK 8.414 SF 8,526 SF 6,541 SF 8,565 SF B,D579 SF TH LOT 7 5.794 SF ST ; INS DOUBLE GUTTER 0•CR1 m 3 6,51z SF ('0) (2.86) C it- TALL 3 _ STREET C STA 3+90.09 (2.85) ST PER COB STD DWG STREET F STA 1+92.03 Scale In Feet 0' 02529-1 STREET F STA 4+50.09 F, STREET D STA 0+30.01 W o STREET A STA 3+O.9 N m r SO 0 50 STREET F STA 9+ 6 �'�^hTMTr 8.5' BVLD --TOTAL —Ji o 0 T - _ RN 3.64 3 N TRA RO N N ' 50' 8.5' BVLD srav/rwccr� 8"W 8" 8"w 0 8"w 15 0 15 Ie'• e'•o�� a••w w s•'wScale In Meters 3 Ro N TRA aa'Ss 'ss e"ss ss a"ss s'ss ens e'ss e' s ( g R=35' 3.64 LOT 1 q IN LL PED. RAMP INSTALL DOUBLE GUTTER 8 5,456 SF 5'S RE m5 PER OB STD.DWG PER COB STD D G _3 W 3W1 TH 2529-8(TYP) 0•C 02529-1 O� On rT O PARK 1 yyy J J e y o N o N o Y LOT 2 74,N8 SF m O ■/F� O 8.425 SF Fy, 'K INSTALL CO.ST NDARD 5' •� o ®�,/ INSTALL COB ANDARD 5' 1� WIDE SIDEWALK 'K` "'1 WIDE SIDEWALK 9 ` p W 0 A x � TO BE COMPLETED ' U M o w � WITH PHASE 3B I 0 a n o 4815 < �' ao a OT a a < HIGH T STA: 1 95.96 804.5 m < HIGH PT ELEV: 3.64 HIGH PT ELEV:4804.56 815 rn m o II II PVI STA:2+00.6 II p PVI-A:8+0 N <n n a m ry PVI ELEV:4804.63 w !W PVI ELEV:4803.3 �i n m K:42.00 N II <N n FM KE 41 LVC:50.00 c rc ¢ awll mllwllmll wll 4810 FACE OF CURB 810 g a g p STA=0+15.00 PROPE LINE w II w II w n w n o R N m w w<5 w c9 c ELEV=4803.71 CENTER OF CUL DE SAC c5 w v I um+i f STA=0+50.00 4805 - 0+ ELEV=4803.88 805 0.50% -0.69% O --- 1.27% -0.72% \ 7% � ISTING GRADE FlNISHED G E 480 800 O 3.02% 2.98% w M rn JW JW O O ofN M O rn M [O N a INN N M O Of O O 10 OO OO of r O O O O O O O O O o7 O O /^, W W F 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 ' 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 Issue Date:611612015 NOTE: 1. CONTRACTOR SHALL INSTALL SIDEWALKS ALONG PUBLIC FRONTAGE AREAS,COMMON SPACES TAND HE LOT OWNIER.RAMPS ONLY. SIDEWALKS ALONG PRIVATE LOTS ARE THE RESPONSIBILITY OF n STREET F PLAN AND PROFILE A B 2 1 AB2.1 SCALE:f=50' HORIZONTAL 1'=5'VERTICAL AS—BUII.T 6/16A5 #14300 �a MARK A. CHANDLER TO BE COMPLETED No. 9518E x 0�9� FinC l6TEQE� WITH PHASE 3B ' Sheet 4 of 42 INSTAL BLOC '/ e �Y� INSTALL COB ANDARD ■ ® ■ ' 3 8 ASPHA T fID ER ,K` Y`'J� 5'WIDE SID ALK 3 L fir(\ INSTALL CO STANDARD C m m E 5'WIDE SID ALKCOB S D 0. 02529 16 -'� a� N N, ,m, rrh L-RE n�- n�- .. .. LOT S C m ARK 1m Lv 4598 SF 3 om o oN oN O18 0& o$_ oA - o$ oa 6,7e6 sF2... n n m �� . � ERE �m STIR ET E STA 1+92.0 m `cSTR ET E STA 7+08.1 INSTALL UBLE GUTTER 0'Cf�PE COB STD DWG STA 8+3.85 STR D STA 4+74.1 TJ�nR BSTA 4+7833 � 02529-1 STA 4+0.08 W. 8.64) 9R=35STREET A S8+3.0 R/W R=50' - Ol m�o 9 STREET E A 9+6.9 85'W o8"W 8"W • 8"Wo�4 8"W 8"W 08'W 'W,Q 8"W •• 8"W IF 9 8' Be 8"W—o- 8"W) ( o) LOT 8 V m ~ TRAI, 8"58 8"S6 e+s 8 S8 8 • 8"SS R T SS �— 8"SS 8"55 8"S CR N 8 0+ 8,292 SF 90 Q I- n$4 9.92) C INSTALL 6'WIDE SI ALK P 3 3 ST T COB STD.DWG NI 02L -5 sra��smcn� INSTALL DOUBLE GUTTER > B STD DWG 3 ONG PARK m Scale In Feet ARK O o3 P PARK 3 2529-1 9 4 Y o a U PARK 4 0 N K S RK 6 5• 2 1 SF , 1 SF n 50 0 50 0'c o z65o 3 0• INSTALL PED.RAMP I STALL ALL ACH INSTALL 10'WIDE SIDEWALK ER INSTALL 10'WIDE SI EWALK PER 15 0 15 COB STD. DWG N0.02529 15 02529-8(TYP) 3 .02529-7A PITCH TO ALONG P _ P 3 COB STD.D 02529-15 9 3 MAINTAIN DRAINAG L Scale In McEeTB LOT 6 ) LOT 7 LOT 6 LOT 7 LOT 6 AL PARK(TYP) LOT 7 1mWl LOT 12 LOT 1 J AAA 5.829 SF 5,829 SF 5,694 SF 5,894 SF 5.N4 SF 5.694 SF m 5,694 SF 5,694 SF F� 3Ser/tr`7,1' LOT 5 LOT 8 LOT 11 LOT 5 LOT S LOT 5 LOT 8 LOT 2 PARK 1 5,629 SF 5.829 SF 5.69{SF 5.69{SF 5,694 SF O 5.N4LOT SF 5,894 SF ® 5,B94 SF III���^yyy117 74,598 SF 3 3 -3� miZ IrW1. � ro 5.829 SF 5,629 SF 3 N 5,694 SF 5,894 SF 3 5,894 W 5.04 SF 5,89t SF 5.OT 3 3 '-1 V� O I� TO BE COMPLETED A WITH PHASE 3B ' a m HIGH PT STA: 1+81.79 481 00 f In HIGH PT ELEV:4799.64 II 810 u m HIGH PT STA 7+03.50 PVI A:1+92.03 FAC OF CURB ah T w HIGH PT ELEV:4798.19 II a a PIA E EV:4799.73 �m II 0+5.00 PV :29.53 PM ELEV:4 98.28 g L :50.00 ELEV 4798.85 K:50.0 CENTER OF CUL DE0S0Cm � 0 LVC:55.4 STA +5 480 n ELEV 799.02 wm nyII ry 1 rWT, 805 II w>II II w>II o a C! PROPER LINE �W c ryM $m a a c`Ai c`Ai 480 G sox 4800 _G.BSX 0.471 L 79 1— .50X O FINISHED GRADE 479 EXISTING RADE 4795 W c0 (O m W m (O 1'l m N N N (r N r N N �fl h M M h O M <p OI OI O M OI r'l N N O N N N of a O N N N O cp c0 c0 c0 c0 c0 c0 r r r r r o) o) OJ 61 OI OI of of J r n r r OJ r r r n r r r 6 6 (n r r r r r r n r r r r r r r r r r r r r 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 1 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 O 1 zz STREET E PLAN AND PROFILE Issue Date:0/10/2015 AB2.2 SCALE:1"=50' HORIZONTAL 1"=5'VERTICAL NOTE: 1. CONTRACTOR SHALL INSTALL SIDEWALKS ALONG PUBLIC FRONTAGE AREAS,COMMON SPACES ■ AND PEDESTRIAN RAMPS ONLY. SIDEWALKS ALONG PRNATE LOTS ARE THE RESPONSIBILITY PACES OF THE LOT OWNER. AS-BUMT 6/16/15 #14300 �a MARK A. ' CHANDLERCu r No. 951BES _. �fGISTEQ4���0 TO BE I COMP D ! ! F ,N I I Sheet 5 of 42 WITH P ii,3B C mm t I �m TEMPORARY DRAINAGE SWALE INSTALL PED.RAMP PER COB TO.DWG i (f) m�o _ 02529-8(TP) WEST BABCOCK STR STA 10+70.98 —IL J� STRE A STA 10+08.10 .�L J� WEST BABCOCK STREET STA 5+57.12 W p ° S STREET C STA 10+08.88 MATCH PAVEMENT AND �j a'7 1, CURB TO EXISTING > S NSTALL,D WIDE WEST BABCOCK STREET (Easement Do #2 9584) U � m AS TRAIIJ PER COB STD. DW NO. 100'CROWN T 100'CROWN TRANS $n 02529-16 w r �� 12"W 12'W 12'W rw 12'W ir'W 12-W 12°W 2,C u"w 9 w rw w rw w 2'w z"w 2'°w 2'°w 12"W 2'w ir'W 12 W r=w W Scale In Feet + — L r 50 0 50 3 o a \ EiMl%iiiiiiiig' � 15' BVLD 15'BVLD 15 0 15 J Scale In cetera Wr T '$""" - — — — — — INSTALL 6'WIDE S EWALK INSTAL PED.RAMP r E' INSTALL DOU LE GUTTER �M PER COB STD. G N0. ^ O '/ r PER C STD.DWG PER COB ST DWG ^ INSTALL 6'WIDE SIDEWALK 02529-15 ALON WEST �.V.( '�/(` Yh 02 9-8(TYP) 02529-1 13 I PER COB AL DWG WEST - D BCOCK �.• L I.. i� 1I 02529-15 ALONG WEST BABCOCK PARK 1 '= nv4"i �W NW MN N nH aeH LOT 7 7,598 SF On ON ON ON n in n �m o 00 OR On n an n v 8,)88 SF J U -TTRI FT F STA 1+97.0. oa o0 ow OJm m U a1p-' O HWa Con TO BE COMPLETED WITH PHASE 3B 481 — ' 810 O HIGH PT :2+45.87 ' HIGH PT EL :4797.73 PVI STA:+50.00 BEGIN REEF PVI ELEV:4797.82 MATCH EXISTING LOW PT ST:8+41.74 IK:51 8.0 CURB A14D PAVEMENT 480 E :47 LVC:'071 STA= +58.19 805 PVI STA:+50.00 ELEV=4796.85 PIAELEV:4793.80 K:5 ' LVC:3.4 3.48 ne e� 44W BACK OF CURB 480 STA _10+86.64 a 064 ' +I +� FINISH GRADE - ,+c a m a 800 O y" ' �� j EXISTING GRADE ' 0.50R 1.00X -.67R 479 795 STA A 10 70� o = ' ELEV=4796.01 479 790 w J o o o o n n M M O M O M M � O W � a W � a W w v v ww rn rn'" rn Lo rn 4 rna rn rn " rn rno rn`O vi 00 <0 0o O rnfO rn� rn� rn� rn� rn^ rn� rn 11+50 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00' 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 z ' Issue Date:611612015 NOTE: 1. CONTRACTOR SHALL INSTALL SIDEWALKS ALONG PUBUC FRONTAGE AREAS,COMMON SPACES TAND HE LOT OWNIER.RAMPS ONLY. SIDEWALKS ALONG PRNATE LOTS ARE THE RESPONSIBILITY OF WEST BABCOCK STREET PLAN AND PROFILE A B 2 3 AB2.3 SCALE:V=50' HORIZONTAL 1'=5'VERTICAL AS-BUII.T 6/16A5 #14300 TO BE COMPLETED n� � AN9a ' - P 3 �a MARK A. CHANDLER NN No. 9518ES m M n —— — — ��9! �f016TEQE° LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 PARK SF oa L F'1G/ryEEfy pzro� �$ O„ 8,528 SF 5,694 SF 5,694 SF 5.894 SF 5,694 SF 5,894 Si 2,9)1 SF N - oN ,. Sheet 8 of 42 �.. - �•� C 7 v LL O sN N c m ® oaB o� p INST L 10'WIDE SID ALK PER Ol m CO STD.DWG NO. 529-15 ALONG PARK(TYP) 'm =8 MAYFLY STREET STA 5+66. v LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 PAR C c o N 6,541 SF 5.694 SF S.694 SF 5,N4 SF 5.694 SF 5,694 SF 2.V S n N � W• C n�✓, O� f im � INSTA L DOUBLE GUTTER, o g om �p INSTALL P RAMP ER COB STD DWG ' 50 R S INS7A �C08 STDUD INSTALL PED. RAMP STALL DOUB&kUTTER 5 F* T S PER COB D.DWG 02529-1 „ STALL DOUBLE GUTTER CRO 02529-8 P i a 02529 PER COB STD DWG ^ PER COB STD.DWG PER COB SYD DWG ) _ 02529-1 • 02529-8 TYP 02529-1 • _ ELIBVLD C CROWN T S 1 0 CRpwN TRANS ,, g,w •w�- 6••w s w CROWN RANS W CROWN w`�AHS 6, a• • n n 100'CROWN NS 100'CROWN NS 8„ .lW �R� g W e w�— b"VY-1-7[ Ao 6..W 6..W ' $t �— ,v— 1 ••ss 1o••ss � 1o^ss 1o•�s� ro�4 TIi— 101SS 10, °PO"SS 1o"SS Scale In Feet nno 10••ss 10-s3 10"SS �� 10•ss g•io ss to ss 50 0 50 �= 7.5•BVL m STREET C CSTAK 10 8 88 EET A 5+57.12 e 0 o - EET C S7A 8+33.85 -c� o 15 0 15 STALL DOUBLE GUTTER - �„ INSTALL DOUBLE GUTTER �„ STALLER DOUBLE STD D R STREET E S7A 4+50.08 �, 0) PER COB STD DWG STREET C STA 3 90.09 025 9-1 R ^,Sc¢le In Meters PER COB STD DWG 5, S 0P529_1 5' RS S STREET F S7A 4 50.09 T bW® 02529-1 ' N L CContour Internals: 1 Foot sg m sn �'° cV T N LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT CAI 6,5a SF 5,694 SF 5,694 SF 5,694 SF 5.694 SF 5,694 S SF #, }F � n � C� Un PA K O o� O N IYi ~On 5,91 _ O"41 ON (7 co M `V SF 5.694 SF 5,694 W SF 5.6LOT 12 LOT 11 LOT 10 LOT 9 LOi 8 LOT 7 LV 94 5,694 SF 5,fi94 SF SF ~O^g TO BE COMPLETED WITH PHASE 3C 0 a � A0 4520 0 4820 Ilp o ' r N O N ' m II " vl 4815 m n F It 4815 II 4810 ' ro o 4810 _ ` I•.,.I �w + W z f II -1.377,480 ' 4805 TO B COMPLET D ma wII wII w - FINISHED RARE w 480 4800 MM '136 EXISTING GRAD h+�l PHASE 3C — 479 ' 795 ' 2.997 O - 01R 479 790 > i!1 (O I� O �' c0 r m M ifl c0 of O N C ifl r O W a r O 7 n I� O ^r a N �? O a r O O M c0 if1 O . OJ r (O c0 ul C W W O h O O N O O 0 0 01 01 OJ r h m <O N N of O of O - ,D O of O of O of O of O O O OJ O OJ O OJ O O O r n r r r m r n r r C�C7 of of of �' of of of of of r r r r r r r r w W a v v a a a a a a a a a a 0+00 0+50 1+00 1+50 2+00 2+5� 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 9+50 10+00 10+50 11+00 Issue Date:611612015 1 NOTE, 1. CONTRACTOR SHALL INSTALL SIDEWALKS ALONG PUBUC FRONTAGE AREAS,COMMON SPACES TAND HE LOT OWNIER.RAMPS ONLY. SIDEWALKS ALONG PRIVATE LOTS ARE THE RESPONSIBILITY OF � STREET C PLAN AND PROFILE A B 2 B AB2.6 SCALE:1"=50' HORIZONTAL 1"=5'VERTICAL AS—BUII.T 6/16/15 #14300 �a MARK A. -9 CHANDLER IN 951BES 0 0�9� �fCI5TEQ4. �O Sheet 9 of 42 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 "�Z N C m m E 6,579 SF 5.04 W 5,694 SF 5,694 SF 5.694 SF 5,694 SF O w F 0 m o L IC INSTALL PE.RAMP INST 10'WIDE SID ALK PER � PER COB .DWG CO STD. DWG NO. 529-15LU j B t 02529-8( P) ALONG P K(TYP) STREET D STA 4+74.16 E< o v,U co LD a- F �a w� 8,.w s w 8"w '�?' .. a w 8..w on o 8-SS 8.,SSN 8..SWI NZD6 t Sj � a m H - —— - - 8.5' 0 STREET F STA 1 92.03U C a \\ _ ED STREET D SrA 0 30.01 It STALL PED. RAMP LU P R COB STD.DWG 7 IN:TA iCOB STANDARD v Scale In Feet s 02529-8(TYP) 5 WIDE SIDEWALK - a 50 0 50 - / / �� m ti o o LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 fAA7ARlt 5 a F in15 0 15 INSTALL COB STANDARD 6,312 SF 5,694 SF 5,694 SF 5.694 SF 3.04 SF 5,694 SF K,65P SF Scale In Meters 5'WIDE SIDEWALK = L M It b°✓, Co rm O� O� 5 � I a � F O LOT 2 A �/ 6.4Y5 SF LOT 7 I�1 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 SLOT 1 PA e 6 6,766 SF 5,794 SF 5.04 SF 5,694 SF 5.694 SF 5,694 SF y� �I B LOT OsT LO6 SF 2027 SF 5 6,202 w O I� A I�I M o ' o II II am 481 815 w II T. II II II rT� 481 c�wcew ��' anF� 810 �Sarca�5^e LO`I FINISHE I GRADE m m II m M EMSTIN GRADE w II w w II h+�l 480 805 3.0 R -3.00% 2.9 R O 480 800 479 795 O n CD CD a a n n N O Q, OJ z Issue Date:611612015 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 NOTE, 1. CONTRACTOR SHALL INSTALL SIDEWALKS ALONG PUBLIC FRONTAGE AREAS,COMMON SPACES TAND HE LOT OWNIER.RAMPS ONLY. SIDEWALKS ALONG PRIVATE LOTS ARE THE RESPONSIBILITY OF STREET D PLAN AND PROFILE A B 2 7 AB2.7 SCALE:1-=50' HORIZONTAL 1"=5'VERTICAL AS—BUII.T 6/16/15 #14300 oD MARK A. CHANDLER IN 9518ES 0 oy9� kt-C I6TEQ4. �O Sheet 10 of 42 om� E _ �� � m T� m w cc m pN = 8„W B��W B..W B..W 8 Vy 8"W tl"w °yr Fqo 3 7 E v� n B"SS B"S 8"SS 8"SS 8"SS 8"SS ` c c m� p h C:LL CC ��m o n o LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 AR 5\ o n 8,312 SF 5.694 SF W,65 SF H d 1 (9877) INSTA /y ) L ALLEY APPROACH 5,694 SF 5.694 SF 5.694 SF 5,694 SF INSTALL PED. RAMP (3. ' Scale In Feet R COB siD.Dwc 50 0 50 02529-8(TYP) - N0.0 529-7A PITCH T F EEmilff%mmmmmmiAINTAIN DRAINAG (9B. ) s (> Scale In Meters 5 o s 1Bµ 9.4) O O - (.a I s. to M oN 0 LOT 2 J616,425 SF LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 PA KII6 LOT 5F �+0 b g 3.794 SF S,B84 Si a04$F 5.§Q4 Sf a 5,694 SF 5.894 SF 2,8 8$F 08 B B L C K LOT S a LL LOT 1 2,02J SF lh...,.. 6,202 SF n 5,456 SF a A 481 4815 V `�' o CONCRETE DRIVE EDGE OF CURB APPROACH SLOPE TO STA=0+15.00 MAINTAIN DRAINAGE 481 ELEV=4803.82 4810 CONCRETE DRIVE APPROACH SLOPE TO EXISTING GRADE MAINTAIN DRAINAGE 480 FiNiSHED GRADE 4805 O EDGE OF CURB STA= 5+29.37 ELEV= 4799.16 480 ------ 4800 �rO 479 — 4795 W W M W N r N N^ (O N r^ N (O^ N `�• N N N N O O p� 01 W W W O O O N O N O O O O O O 01 01 m m 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 Z Issue Date.6/16/2015 NOTE: 1. CONTRACTOR SHALL INSTALL SIDEWALKS ALONG PUBLIC FRONTAGE AREAS,COMMON SPACES TAND HE LOT PEDESTRIAN RAMPS RAMPS ONLY. SIDEWALKS ALONG PRIVATE LOTS ARE THE RESPONSIBILITY OF CT)ALLEY PLAN AND PROFILE A B Z B AB2.8 SCALE: 1"=50' HORIZONTAL 1"=5'VERTICAL AS—BUMT 6/16/]5 #14300 �a MARK A. CHANDLER TO BE COMPLETED No. 9518ES 0 �'9( �f-015TEQE" �O WIT P E 3C 1 , Sheet 11 of 42 III s 90' m m E O �mt I C �m Ju m� L K B O C g oN oN lo' oN oN o$ om oN _2 m' 7cc, 07 E 10+18.87 9+56.61 8+97.10 8+37.58 7+49.25 6+91.64 6+30.03 TEMPORARY C.O.B. 4+41.74 3+84.22 3+26.71 2+39.19 1+81.68 1+37.92 ^0 0+74.90 y+(38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) o AP AND BL0500F4� (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R +M (38.00'R) UL _ m - - (38.00'R - smcc 5"w ED$a 3 e.,w o e.w e.w ! ! !9W ! D"Yb 6"W ! 6"W6"w 0'7 7 B e'w 8'•w--� 6'• W 0 8"SS� 8"SS 8"55� 8"SS "SS "SS + '/ o O 10+17.26 9+55.00 8+95.49 8+35.97 7+47.64 6+90.03 6+28.42 m 5+02.39 4+40.13 3+82.61 3+25.10 2+37.58 1+80.07 1+36.31 1+02.80 0+64.29 A 10+45.2(19.5'L) o (38.00'L) (38.00'L) (38.00'L) (38.00'L) (38.00'L) (38.00'L) (38.00'L) (38.00'L) (38.00'L) 38.00'L 38.00'L 38.00'L 38.00'L 38.00'L 38.00'L 38.00'L IN .5 LF OF 6" DIP AN I ( ) ( ) ( ) ( ) ( ) ( ) ( ) Y T PER COB 02660-4 F.L.=4796.77 G.L=480443o8. L C; C 9JLO N B / I J- i I J �••I a px Scale In Feet 50 0 50 15 0 15 Scale In Mete" O TO BE COMPLETED WITH PHASE 3C ~ A 1 482 1 4820 VL 481 � ? 4815 RESTRAIN ALL JOINTS WITHIN 481 4810 SPECIFIED LENGTH FROM FITTING FITTING LENGTH (FT) NOTE 5���p`Y 9. PRO OSEI GRADE EXISTING ON DE 64Q0 0 90 BEND 16 <90 BEND 7 480 `h' II �I a O JOINTS WITHIN B" sAN 805 N SXS TEE 16 (BRANCH) 4' ON RUN 15" STORI, SEWER 6.V MIN.COVER IXISNNG 1Y WATER MAIN h+�l NO JOINTS WITHIN 6.'MIN.COVE TEMPORARY C.O.B. _ --- 8X6 TEE 5 (BRANCH) 4' ON RUN 480 CAP AND BL WOFF __ -__ - --- - ____ 800 CAP/PLUG 31 -- 8° VALVE 16 __- - __--- - STA 0+6.39 NEW 8" GATE VALVE O 479 795 JOINT RESTRAINT 1 A83.0 SCALE:N(S Fzl 479 ■1 4790 O w J O tD N N O N O 4 O N m N m N OJ O N O> tD tD tD M n n a 0 n O N N O Lq w a w a v a a a a a a a a a a a a a a 1 Issue Date:611612015 11+50 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+f 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 NOTES: ��MAYFLY STREET WATER PLAN AND PROFILE A B 3 O 1. INSTALL 1045.7 LF OF 8"CLASS 51 DIP WATER MAIN 1 2. ALL WATER SERVICE LINES SHALL BE 1"COPPER TUBING PER COB AB3.0 STANDARD DETAIL 02660-6,DEC 2003 SCALE:1"=50' HORIZONTAL 1"=5'VERTICAL AS-BUII.T 6/16A5 #14300 TO BE COMPLETED MARK A" CHANDR No. 9518LEES WITH PHASE 3B GIST ' Sheet 12 of 42 �m I I I I � I gmmE LOT 2 LOT 11 m s�a sF LOT 11 LOT 2 LOT 11 LOT 8 LOT 5 O1 n m m �T PARK 7 5,829 SF 9 SF 5.694 SF 5,69!SF 5,694 SF 5.694 SF 5,.4 SF 9r 75,963 SF `$t LOT 1 LOT 12 1 0 � o / e.414 SF g,42e SF LOT 1 LOT 12 gsOgs sF STA 2+274(18.5'R) 8.D579 SFT 12 LOT 6 p1 fir;y 8,528 SF STA 4+ .5(18.5'R)g,541 SF 5,794 SF m / b INSTALL ANT E C DIP AND INSTALL 12.5 LF OF DIP AND 3 e V HYDRANT PER C 02660-4 _ �n S7A 9+34.1 STA 7+13.8 .=4795.96 STA 4+55.7 HYDRANT PER CO 04796.17 L N _ m 5.5'R STA 1+97.6 m 5.5'R L.4803.11 =4804.47 5.5'R C '# / 7 y 575,R �roo�s.R S.5'R �ioP� R - -.mTg- - W $a 3 8"W-8 -ov 8 8"W 8"W-8"W 'W B"YI 8' 8"W 8"W R 3 Scale In Feet + • �- �? �1 m 4-SS 8"S "SS 8"SS "SS 8"SS INSTALL 11. O f DP PN 50 0 50 s /skss8' S 8"SS 8" " "S + 0 4 m � 8. .1 4•• F.L.4796.1 � �' Sr 7+38 5 G.L=4803.yI 0+6 LOT 1 15 D 15 T AS' 4.77'L)5,456 SF I9 2II ICL C.O. CAP A D 3 Scale In Meters BLOWO F STL + (8.5' 9+00.65 a 8.00-L (38.0 12 7 8.00-L 6 8.00-L '5+73.41 5+09.80 3+85.77 3+23.51 2+65.98 2+08.48 1+20.96 / INSTALL ANT E OF D A (38.00'L) (38.00'L) (38.00'L) (38.00'L) (38.00'L) (38.00'L) (38.00'L) W (38.00'L) ■�C�;-✓ L) p'Jj 8.00'L) (38.00'L) 0+17.63 / HYDRANT PE C 2 01. nN W MN �( ��rk(\ 0+63.06 (48.13'L) L=4 94. V V 4L-4 01. �/��,n�/ aW �& m� �n'A �„ a, (5&8A'L) I- �m L Kam„ 8 �'o ~off �o om I mom �oN won �oN S �oN �o LOT 2 3 IT w � a A TO BE COMPLETED WITH PHASE 3B } x 481 � Q�'k ryryyF�o�° 815 T RESTRAIN ALL JOINTS WITHIN ' ry yO°ry y�yo 9ry,�y ? SPECIFIED LENGTH FROM FITTING \� BPS � aP� �� ryy FITTING LENGTH (FT) NOTE +y e , op'�' � � ,py1'� 481 4810 90 BEND 16 o <90 BEND 7 Ei` y �2 O Qp o`1' FINISHED GRADE - 8X8 TEE 16 (BRANCH) NO JOINTS WITHIN �P`� �? a ' P�+ ,y 4' ON RUN 9i, Q Oya 0 y} die k j, k} EXISTING G DE W W 480 805 I�l NO JOINTS WITHIN 8X6 TEE 5 (BRANCH) 4' ON RUN O 8" soAirmy SENEF MAIN M CAP/PLUG 31 ' 6.5'MI .COVER h+�l 8" VALVE 16 480 ' 15" ORM SEWER 800 1 STORMSEVER 8.5' MINI.COVER _ JOINT RESTRAINT , MIN. P.) 18" IN. 928. .. -- O AB3.1 SCALE:NTS 479 - ---_-_ -_---- 4795 � J ' ---- - --10" SANITARY SEWER ' TEMPORARY C.O.B. w CAP AND BLOWOFF 479 4790 O` W> m cD N DJ ifl r ' M O if1 O O1 (� o) M O1 J �_ �_ �_ O N N N N N N rn N N N f W W W p 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O ON ON ON ON � Issue Date:6/f6/2015 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 1 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 NOTES: 1. INSTALL 928.9 LF OF 8`CLASS 51 DIP WATER MAIN 2. ALL WATER SERVICE LINES SHALL BE 1"COPPER TUBING PER COB � STREET F WATER PLAN AND PROFILE STANDARD DETAIL 02660-6,DEC 2003 A B 1 AB3.1 SCALE:1"=50' HORIZONTAL 1"=5'VERTICAL AS-BUII.T 6/16/15 #14300 �a MARK A. CHANDLER TO BE COMPLETED No.TAN 0�9� GIST 2 U XTU Ila F'1G/VEER P� Sheet f3 of 42 1 �F 12"W 1 1 12•'w 12"W 12"w 12"w-ol?'W 12"W 12"W 12"W 12"W 12"W 12"W 12^W 12^W 12"W 12"w 12" b 3 [ m ro 8 r��FFr. I Er C t + f ccr STA 0414.0(13.6'R) _ E$�, NSTALL 30.1 LF 0 6" DIP AND 3 m"�" o N N N HYDRANT PER OB 02660-4 ` y F.L.=4791.60 �, o nb nb n!h N ■/`/�-/ G.L.=47�8.82 LOT 7 N p'7 y �y✓i tV'iX B ^u I ® V ¢ern NL1 8.7885E a�S o o� o off_ C o o 0+ 70 y5 J (56.98-R) N m 0+10.86 9+02.17 8+40.78 7+82.37 7+23.36 6+300, 5+75.33 5+13.32 0 3+88.29 3+26.28 2+67.27 2+08.27 1+19.44 [ u / (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) 42.80'R) ED t + W -a ,....STA 9+5:0T ro nmcc 5.5'R 5 5'R e aca a w��f e^w a-w N + -- ®-w a-w e e a 8"SS "SS 8"S 7 8"SS 8"SS 80"�SS 8"SS 8"SS "SS 8"SS o LOT 8 6 5.5'R �- 8"SS 8"55 + 8"55 "SS 8'SS 8"SS 41S q.08 IF STA + - 0+600 INSTALL 23.5 LF OF 6" DIP AND BLOWOFF srov/smccr STA 2+26.7 18.5'L ST �(2.00L) INSTALL 23.5 LF OF 5 DIP AND 3 [T] ip 6 A 4# .dF(18.5'R) .r W b RANT PER COB 4 F.L.44788. 797,01 01 LOT 6 LOT 7 LOT 6 LOT 7 LOT LOT 7 LOT 15 L K LOT/r I+^M �0 5.8P0 IF 5,029 IF I.-IF 5.894 IF 5.89E I 89 F 5. 4 IF 3,894 555���� 5.8045r I_ b ^ b 2 m W W N ' a 50 Scale 00n Feet 50 TO BE COMPLETED 15 0 15 Scale In Meters WITH PHASE 3B -- Q60 RESTRAIN ALL JOINTS WITHIN 4810 ye\�°5oh°,�o 1 eBpjO°o �F o•+o��� Q� 1 1�1 SPECIFIED LENGTH FROM FITTING ���--- FITTING LENGTH (FT) NOTE /4;4 -4805 .ye'`? + `ma°0' J� �� ° e 5 E 805 90 BEND 16 ^+ 0 ,y So � + ,P ,yti�� ,�.\� 5�,ti Pao 0 1� 0 FINI HED GRADE <90 BEND 7 92 �JP`' 0 5� y,�P2i- P�OSED GRADE20P� 5��+ P\�a} \2 ?GAO O1yhy 0 bx EXISTING GRADE NO JOINTS WITHIN + a y�P` ya�o SX8 TEE 16 (BRANCH) 4' ON RUN 480 e� x e �+ 'tP + 0 800 9+ + ING GRADE 0 y �2 y�i y ` 8X6 TEE 5 (BRANCH) NO JOINTS WITHIN CAP/PLUG 31 7.1 .1N COVER 4' ON RUN 479 795 p.y 8" VALVE 16 6 21" ORM SEWER 8" SANIT SEWER MAIN .5'MIN.COVE ' I 5_STORM-SEW€R --:F JOINT RESTRAINT TE ORARY C.O.B SEWER 2 L 1 MIN.( ,)CAP AND BLOWOEF 1 MIN (7YP. z AB3.2 SCALE:NTS 479 18' IN. P.) 926. L.,0 1 .) 790 O WA E MAI 1 478 785 J> lD � lD OJ t0 M Q� N N N N n N O LJ a N N O r7 1 tD M M N cD N O�N O� rn M� �o �o �o co co co n n n n m m �6 ro rn m m ww pro rnn rn� rnn rnn �m �r n rnn rnn rnn rnn rnn rn �rn mrn mrn 61rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn 0 U' 'H/ 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 It00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 Issue Date:611612015 NOTES: ' 1. INSTALL 92`4 LF OF 8"CLASS 51 DIP WATER MAIN 2. ALL WATER SERVICE LINES SHALL BE 1"COPPER TUBING PER COB STANDARD DETAIL 02660-6,DEC 2003 � STREET E WATER PLAN AND PROFILE A B 3.2 AB3.2 SCALE:1"=50' HORIZONTAL 1"=5'VERTICAL AS-BUII.T 611CV15 #14300 �a MARK A. 1 -9 CHANDLER No. 9518ES i,r —� TO BE I O Sheet 14 0 42 I I, ♦� I I I!,I I I I f WI P II 3B I O �O 8 gm TEMPORARY C.O.B. � I 11 43.71 J CAP AND BLOWOFF ( 00'R) NEW 12" GATE VALVE P lD o �� /•� INSTALL BL°W°FF PER WEST BABCOCK STREET (Easement -s22695 COB STD.DWG N0.026fi0-7 N m STA 11+48. STA 5+62.8 STA 5+27.3 i 11.0'R 11.0'R 11.0'R 34' 'W 1 , 01 a 12• 12 Iry Iry Iry Iry IrV 12•'W Iry Iry 12 Iry Iry— 1r'W •'W 12"W 12"W 12•W 12"W 12"W 12"W ,2" ,� W �c _STA 11+01.5 STA 10+4 .2 m �+ + it' °'R °'R "5� R "WEST BA COCK ST ET B 0(. 6LOCK 1 b o$ om o$ N ah oP om fi,efi sF LL m n n n n w + '45', W N pUq E-1 � a Scale In Feet 50 0 50 EEARMiiiinimi 15 0 15 O Scale In Meters 481 O B C LTD 4810 A 480 ir ir 1kir!,Ir A A-14 Ir-9 � 4805 RESTRAIN ALL JOINTS WITHINF- SPECIFIED LENGTH FROM FITTING o^ti ^ + 1 ytP�+ 6ry0ry� 4 U O ry ? FITTING LENGTH (FT) NOTE 480 ry oy^ry oxs; ` y�r y+ 800 w �i 90 BEND 16 1 SP�+ P�+ PROPOSED GRADE y yy �ry 1 <90 BEND 7 IX STING GRADE 8X8 TEE 16 (BRANCH) NO JOINTS WITHIN 479 1 795 4' ON RUN II 8X6 ) SANITARY SER MAIN TEE 5 BRANCH NO JOINTS WITHIN i� , ( 4' ON RUN INSTALL CAP AND BLOWOFF __ ---- PER COB STD.DWG NO. ------- �� RAYSEWE� fi.5' MIN.CO ER 15" STO M SEWER MAIN ------ EXISTING Er WATER MAIN O CAP/PLUG 31 479 02660-7 4PAT 4790------------8" VALVE 168" IN.(TYP. 110 9 LF.OF 12" N ---- --- �JOINT RESTRAINT RESTRAINT 478 — — STA 0+45.24 785 Z AB3.3 SCALE:NTS 1 1 TEMPORA C.O.B. O CAP AND ELOWOFF 478 1 780 w O O O OM M of M of M O> 1MO r 1N M 7 c0 O O I I I I I I I I I I 11+50 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 17+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 Issue Date:611612015 NOTES: 1. INSTALL 1102.9 LF OF 12"CLASS 51 DIP WATER MAIN 2 DALL ETAIL 2660 R6•SMCE LINES DEC 2003 HALL BE 1"COPPER TUBING PER COB STANDARD WEST BABCOCK STREET WATER PLAN AND PROFILE A B 3 3 AB3.3 SCALE:V=50' HORIZONTAL 1"=5'VERTICAL AS-BUII.T 611CV15 #14300 TO BE COMPLETED �a MARK A. WITH PHASE 3B CHANDLER ' �, No. 9518ES 0 0�9� GIST EQ4. �O F.iC1�gyp`' 1 LOT 1 LOT 2 LOT 3 101 4 LOT 5 LOT 6 PARK 3B 6.526 IF 5.694 IF IF o a On( 11 ON O� 5,694 5, SF 5,—SF 5,694 IF 2.971 IF L - TEMPORARY C.O.B.CAP a n N AND BLOWOFF L� Sheet 1'I Of 42 E TEMPORARY C.O.B.CAP N D BLOWOFF tO 01 m V ~ON ON ® K TEMPORARY C.O.B.CAP STA 0+95.1 19.5'L TEMPORARY C.O.B.CAP L O � \ AND BLOWOFF J E a g, ( ) AND BLOWOFF _ _ (fJ m i t INSTALL 13.5 LF OF G DIP AND c HYDRANT PER COB 02660-4 Q L O LOT 12 LOT 11 LOT 10 L—9 L07 8 LOT 7 F.L.4797.9 v 8,541 SF 5,694 IF 5,89!SF 5,894 5F 5.89{IF 5,694 SF 9 N o G.L.=4806.1 <W N INSTALL CAP AND -b m 7+45.83 n STA (21.51) W o BLOWOFF PER ~� �m 4+54.02 5+15.78 5+73.30 6+30.81 6+88.32 o$ INSTALL595S LF OF 6" DIP AND COB STD.DWG NO �� N (36.00'L (38.00'L (38.00'L (38.00'L) (38.00'L) (38.00'L) m U1 ) ) ) \ HYD--R4787 87 COB 02660-4 02660-7 0+ 1.28 m W _n 0� e� G.L.=4795.81 ED STA 0+95.1 STA 1+60.1 SIA 3+60.2 STA 4 0.2 STA 8+03.9 STA 9+59.0 is 5.5STA +20.0 s o s 'L �m gy1 w Bw jr, ew w + n e"1Y-8--e"N-e"W5.5'L SS h �0 10"SS lolls5 L t 0"SS 10"55 '" 10"55 5.5 STA 0+ 5.5'L vw 'g 4+5.53 5+1 .29 580 6+2.31 6+8.82 7+4.33 +7. a =LL o rn� bN (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) a W 00 os om T Ji6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 Y 8,585 IF 5.894 IF 5.894 IF 5,B94 IF 5,694 IF 5,894 SF I ' q I O NN U C!� x IB L Scale In Feet °e O M 50 0 50 N b � O � PEEAF%mmimmi o$ W O^ ~ON 5,91 U 15 0 15 Scale In Meters N ° M m= o a W LL . LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 '�W 6.579 IF 5.694 6F 5,694 IF 5,694 IF I.—IF 5,694 SF O^& vi WC. � rw TO B VI a WITH PHASE 3C -; z ' o RESTRAIN ALL JOINTS WITHIN 4820 / 4820 SPECIFIED LENGTH FROM FITTING FITTING LENGTH (FT) NOTE 90 BEND 16 y� °<90 BEND 7 4815 ,� 4815 9� 9y'y° NO JOINTS WITHIN ��ye oho' SXS TEE 16 (BRANCH) 4' ON RUN + +y``' �5- y2 VL 8X6 TEE 5 (BRANCH) NO JOINTS WITHIN 481 4810 4' ON RUN 14, CAP/PLUG 31 'm y° P^} P^i+ ,xj 8" VALVE 16 0�°2 ?° 480 �. P+`y o 805 2 JOINT RESTRAINT PROPOSED STORM SED ER MAIN FINISHED GRAD AB3.6 INSTALL CAP AND BLOWOFF EXISTING GRADE y�p•2+� x PER COB STD.DWG NO. °O O SCALE:NTS 480 2660-7 y �`' 800 1 MIN.(TYP.) � . - -&S MIN COVER18" IN -479 8" MIN. P. i _____------ NRARY SEWER pF ii 795 PROPOSED SANITARY SEWER MAIN it ______________ it _--- R __----------- SANITARY S ER ------- -------------- 2SIORM SEWER P. 479 IN_(TYP 4790 O 478 4785 l�1 W J N 00(O T O O (O r T Ml to (O O O N 1fl r O O r O MI n O r n to i'?a u?ro co� 1 r .0 1 1 10 O�? r7 N N 10w w O O O 00 O� O�p W O O O O O O m m m m ^m 16 m ^16 m 0+00 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 9+50 10+00 10+50 11+00 Issue Date:6/16/2015 11.. INSTALL 1019.47 LF OF 8"CLASS 51 DIP WATER MAIN � STREET C WATER PLAN AND PROFILE A B 3 '� 2. ALL WATER SERVICE LINES SHALL BE 1"COPPER TUBING PER COB STANDARD DETAIL 02660-6,DEC 2003 AB3.6 SCALE:1"=50' HORIZONTAL 1"=5'VERTICAL AS-BUII.T 6/16A5 #14300 �a MARK A. -9 CHANDLER IN 951BES 0 0�9� �fCI STEQ4. �O Sheet 18 of 42 Omm�E C R oN - LO K T 4 1� I "m LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 '� E 6,579 SF 5,694 SF 5,894 BF 5.04 SF 5,894 SF 5.04SF (f) m _ E 0+94.07 1+56.10 2+13.61 2+71.12 3+28.63 3+86.14 10Cm 0 (38.001) (38.00'L) (38.001) (38.00'L) (38.00'L) (38.00'L) A 4+4 C m L 4 ry IV -8-- IrvB"W STA 4+79.8� 3 U $a STA 0+35.6 8"SS 8"55�' 8"5 8'SSa 8"SS 5.5'L W W 5.5'L A 0.1 - 15'L � CO 0+9.58 1+5.60 2+1 P11 2+6.62 3+2.13 3+8.65 (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) o„ LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 6,312 SF 5.04 SF 5,694 SF 5.894 SF 5,694 SF 5,894 z LO YK 4. o Scale In Feet 50 0 50 5 0 15 Scale In Meters W LOT LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 PARK 6 6,788 s 5,794 SF 5.04 SF S,B94 SF 5.694 SF 5,-SF 5.694 SFLOT 2,678$F �oT, 20P7 s= V] a A 48, 815 y� + Jo- RESTRAIN y. ALL JOINTS WITHIN 481 ° a 810 SPECIFIED LENGTH FROM FITTING P !� FITTING LENGTH (FT) NOTE 90 BEND 16 ti <90 BEND 7 480 FINISHED GRA E::�� � 4805 p+ EXISTING GRACE .� 8X8 TEE 16 (BRANCH) NO JOINTS WITHIN 4' ON RUN NO JOINTS WITHIN P�+ !� W 8X6 TEE 5 (BRANCH) 4' ON RUN 480 4800 6.5' MI I,.COVER 8' SANITARY SEWEI MAIN O CAP/PLUG 31 _ 15" STORM SEWE 8" VALVE 16 479 --- 4795 -------------------- ___ JOINT RESTRAINT 4 - - - - D.I.P. WA ----------- ------- 8" ITARY SEWER AB3.7 SCALE:NTS r3' MI .) O 479 790 478 785 O J J � M O O M M N N O N W W O O a O M Ocli O O O 0 0 O Ol O 61 1. INSTALL 444.27 LF OF 8"CLASS 51 DIP WATER MAIN NOTES: 00 Issue Date:611612015 2. ALL WATER SERVICE LINES SHALL BE 1"COPPER TUBING PER COB STANDARD a - - DETAIL 02660-6,DEC 2003 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 (a:)STREET D WATER PLAN AND PROFILE A B 3.7 AB3.7 SCALE:1"=50' HORIZONTAL 1"=5'VERTICAL AS-BUII.T 6/16A5 #14300 �a MARK A. TO BE COMPLETED CHANDLER TO BE COMPLETED �, No. 9518ES 0 y9� �fCI5TEQ4. �O C) WI b T P E 3C Sheet 19 of 42 T 3 3 U I E Ell= L K, m 2" „ v� Ea u b0 Ow ON fOm No N MLL - c�o Ib �^ �„ o� o 0000 J 10+01.3 J9+41.86 8+82.34 8+22.83 7+35.75 6+77.54 6+12.52 13 1 5+22.50 4+55.49 3+97.98 3+40.46 2+52.94 1+95.43 1+7.92 1+8.91� 0+84.91 I 0 -7 R (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) 1� (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) (3.00'R)(3.00'R (38.00'R) S 8 ST L 1 - _ �s s�arc ( 11 - _ .. - O 07.�)480 � FL .60 MR OUT(E)479 IN(W):479.;J9 W W .�M a B..W 8.. "W 8 W B..W-� B..W e..W ..W 8.. 8.. I8'W 8"W 8"V of - RIM:48 7.3 s � ' OU ( 4799.9 � a 9+99.76 9+40.25 8+80.73 8+21.22 7+34.14 6+75.93 6+10.91 ro b 5+17.26 4+50.24 3+96.37 3+38.85 2+51.33 1+93.82 1+16.31 1+12.80 0+72.79 3 (38.00L) (38.00'L) (38.00'L) (38.00'L) (38.00'L) (38.00'L) (38.00'L) (38.00'L) (38.00'L) (38.00'L) (38.00-L) (38.00'L) (38.00'L) (3.00'L) (3.001) (38.001) �" NIYi `/�-M'u�S/ ("'y o� �o` V, \ V ow o� oN om o� 3 0€3 0� 3 b S L COS SSMH 6 STA 5+6.09 -5.50'L (IN -ALLIED THIS PHAS) N /� FL IN 05.44 N FL IN (E):4795.6 (CAPPED AT MAN OLE) 08 ICI FL IN S:4795.6 (CAPPED AT MAN OLE) y DEAD 6D FL IN W: CAP ARRICAD C ARRICAD D FL OUT(11):4795.48 I O Scale In Feet 50 0 50 15 0 15 Scale In dieters O TO BE COMPLETED 4-1 TO BE COMPLETED A WITH PHASE 3C �; '�e �'► WITH .,PHASE 3C 6 4820 eh 0�. � a e' `Y-1-f j 820 Op �P^X hK 1pK .�P pS1 1 � QQ �O P LeYp� O`l poi LV`9 RHO. pS L 6 �6'0^ 1 Di' 60p1 GP , cie! `4".ill' �• V 4815 0 0 k'1 .19 L 5'60�`0 - 9 ` 55 ?� 815 p`ry k^90. ' 4810 - 810 PROPOSED GRADE�EXISTING GRADE 1 I a 480 _ -- 1 - 805 1 15" STORM SEWER I+�I 1 2 2'of PVC DR-35 P 0.41R 480 PROPOSED WATER MAIN 8" WATER MAIN 800 z 21 of IYP PVC SDR-35 218'of 6" MIN. P) 242'of O PVC SDR-35 iYp P OPOSED WATER MAIN ®0.51R 479 795 >w W W O O O O O O O O O 1 O O O O Orr O O O O O O O O O O O O O O wU r rO O 11+50 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+51 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 p Issue Date:611612015 NOTE- 1. ALL SANTRY SEER STANDARIDADETAILW02730--221C(DEC 2003)E LINES SHALL BE 4" PVC PER COB MAYFLY STREET SANITARY SEWER PLAN AND PROFILE A B 4 0 AB4.0 SCALE:1"=50' HORIZONTAL 1"=5'VERTICAL AS-BUII.T 6/16A5 #14300 TO BE COMPLETED MARK A. CHANDLER No. 9518ES WITH PHASE 3B OISTE ��� �ER 1 Sheet 20 of 42 mmE BLO K 6 DLO K 7 3; LO K 4 o BL K 2 a] LOT 2 LOT 11 LOT 2 LOT 11 LOT 8 qI C m m 7PARK 1 8.963 SF 5.98 F 3.825 SF 3,9t F 5,9{SF 5,9{SF 5.4Y{SF S,BB{SF 5,94 SF l0 O 6' SSMH 11 STA 6+66.52-5.50'L(INSTALLED THIS PHASE J E a 3 FL IN (W):4794.93(C ED AT MAIN) m - FL OUT(E):4794.73 n Q W � E O` U LOT 1 LOT 12 LOT 1 LOT 12 LOT 1 LOT 12 LOT 6 p1 a 3,{1{SF 8,428 F 8,328 SF 8,5{t SF 8 5S5 SF LGT 7 S,J94 SF m S SSMH 5 STA 4+44.47-.50'L 6.575 SF g312 F C 's u1 SSMH 1 STA 8+88.83-5.50'L 3 3 RIM:4802.94 3 SSMH 13 STA 0+49 5. 'L m FL OU0 55 18.00' RIM:4803.71 N a ovy§ c FL IN(S):4793.74 m t FL OUT(E):4795.73 FL OUT W:4797.5 [ ro r � r FL IN W:4793.74 �roo�rR�r �sror cc A OS S _!� a /! m8� c 4793.54 z.oD SF W ij G 8.. 8"W 83'W 8" 8-1- B••W T 8..W 8..W .� .. B..W 8"W 8" 9e 8"R 0 8"W 8 �7 8 UW e' ss e^ss 1^ss e'ss *-SS a"sS a'�s a^ss a s -e ss a s 8 r• t o LOT 1 O 5,{5S SF 8+83.14 8+23.63 7+64.11 7+04.60 6+17.52 5+59.31 4+92.29 N 4+04.27 3+37.26 2+79.75 2+2223 1+34.71 (38.00'L) (38.00'L) (38.00'L) (38.00'L) (38.00'L) (38.00'L (38.00' yL1 (38.00'L) (38.00'L) 38.00'L) �.060"L) (38.00'L) 0+76.9 nb n (51.38' 5 O 1a 6,42 SF` v L \ow 2 3 �1 N FT 0-1 O W � a Scale In Feet 50 0 50 15 0 15 O Scale In Meters TO BE COMPLETED lip A WITH PHASE 3B P P s,P l 4815 815 O�OeP°ry-1`E1k^ 4810 yeeR0°�L `i`a:��a L`Q1 810 1� 5�.a°o �. F•F•°S 480 PROPOSED GRADE rT� I - 805 EXISTING G DE L`I � MM 480 800 PRO SED WATER MIN I 8" W TER MAIN 218'of c PVC SDR-35 391 of O 479 P ®0.45R I 8" WAT R MAIN 795 479 I 790 www ww� O X O O N pO O O p CN O M Issue Date:611612015 10+00 9+50 9+00 8+50 8+00 7+50 7+00 ' 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 NOTE- 1. ALL SANTRY SEER STANDARIDADETAILW02730--22IC(DEC 2003)E LINES SHALL BE 4" PVC PER COB (:a:)STREET F SANITARY SEWER PLAN AND PROFILE A B 4 1 AB4.1 SCALE:1"=50' HORIZONTAL 1"=5'VERTICAL AS-BUII.T 6/16A5 #14300 �a MARK A. -9 CHANDLER IN 951BES 0 0�9� FinC l STEQ4. �O TO BE COMPLETED Sheet 21 o, 42 ammE WITH PHASE 3B ° m �$t 3 SSMH 21 ST 7+02.52-5.50'L (INSTALLED THIS P � � R«� T- RIM4797.90 3 7 pr FL IN(W):47)1.32 (CAPPED A MANHOLE) „ FL IN (S):47 1.32 (CAPPED A MANHOLE) ► c 6 N« FLeQUT(E): 91.12 e� lD E 3 LOT 7 p F y f N n n o u n T O V i a- �n v`i b 6.]86 SF a S s og oN o o„ 00 08 0$ oR o`g ow og oP o C J n 0+74J 0 23.90 a N 9 9 ( 1.80'R) N `m 8+84.67 8+26.90 7+67.89 7+08.87 6+19.86 5+60.85 4+95.83 3 k4+O5.82031+40.80 2+81.79 2+22.78 1+33.76(37.98'R) (38.00R) (37.98'R) (37.98'R) (38.00'R) (37.98'R (38.00'R) °' 7.98'R) (37.98'R) (37.98'R) (37.98'R) mWm5.50R' � )3+ 96W 8'•W ..W 6..W ,. 6„W �. -W �,.W 6,.WLO7 8S'$$ -Of '$$ -oT B"SS 8"SB 8"$B !"SB !"SS 0' rSB !"SS rw 6"$5 '89 !"33 o .,2.SF O �I ST 3 SSMH 19 SrA 9+63.83-5.50'L = sm�/smcci� -SSMH 3 STA 4+44.47-5.50'L 3 i m 07 P a IN ):479013___ ---- - H 1 8.42-5.5' z _PARK 4 IM: 1 5 _-PARK 6 L IN(E):4790.13 3Fat N(E):4 z,aeo �] FL OUT N:4789.93 3 �\ (W):4791.6633 FL IN(S):4792.74:479 3 I ■`/mow\'/ LOT S�■/�� LOT 7 0- BLO K LOT OL�C 2 O 0��5,ee4 LOTSF4 3 3 36 3 9 � H � a N ' O 50 Scale On Feet 50 TO BE COMPLETED 15 0 15 ,1e5F, Sale In Meters WITH PHASE 3B ; R �o 1 ry 4810 ax 3 Q4O P p ` J� 810 9N0�'`6~i ^ ^ 19 hb QI PROVIDE 2"THICK 4'IR 8'SHEETS FOAMBOAR1 yy�',p1�y1. INSULATION (25 PSI) PIPE FROM STATION Q=��� L `FY y�1'b�0`y`1p bye^00 a^' O 4805 PRODUCT SHALL BE:FQAMULAR 250 805 --1 �. EXTRUDED POLYSTYRENE RIGID FOAM INSULATION (OR EQUAL) PROPOSED GIE 4800 XISTING GR�E - - 4800 IF479 21" STORM SEWER 795 h+�l 0 ' 132'of PVC SDR-35 TYR O 0.54% M 257'of PVC SDR-35 TYP O 0.41R 1T " 254 of 18" MI (TYP.) SDR-35 O 0.39% 254'of PVC SDR-35 TYP O 0.59R 18" MI (TYP 479 790 1 i MIN. 8" WATER MAIN O 6" WATER MAIN 8" WATER MAIN8" TER MAIN 8'" WATER MAIN PROPOSED W TER MAIN 4785 4785 /� tD t0 rn N rn c0 M rn ifl ifl ifl rn N h N w i N O r7 c� M rn M rn I� M�IJ N O N �N o] M rn O M i1J C N �O O w w rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn T, 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 ' Issue Date:0/10/2015 NOTE- 1. ALL SANTRY SEER STANDARIDADETAILW02730--221C(DEC 2003)E LINES SHALL BE 4" PVC PER COB STREET E SANITARY SEWER PLAN AND PROFILE A B 4 2 AB4.2 SCALE:1"=50' HORIZONTAL 1"=5'VERTICAL AS-BUII.T 611CV15 #14300 MARK A. o TO BE COMPLETED CHANDLER �, No. 9518ES � oy9� PfCI STERF'�pS��� WITH PHASE 3B Sheet of' F�I2 2 of ' 42 III ' ilk ' E EXISTING SSMH C m m ' FL OUT(N):4787.25 m 1 m m FL 0" IN (E):478 m I,{ CORE DRILL HOLE THROUGH EXISTING c g c J — '— MANHOLE AT INVERT ELEVATION 4 PIP' CUT CHANNEL IN FLOOR OF MH FOR 7 v V NEW PIPE I() - J� SSMH 2 STA 5+51.62 0.00' SSMH 1 STA 2+98.32 0.00' c FL IN 95.80 FL IN ( ):4 5t —� —J\ FL IN(S):4789.40 FL IN (W):4788.49 wmmmmmmmm /� 01 u m III m m m FL OUT(E):4789.20 FL OUT(E):4788.29 I..L C a m WEST BABCOCK STREET (Easement #,2269584) — — - v1/1 1. 0 ;12' �� 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W C19_W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W LE a 3 3 m L N f WESTI BABCOC ST ET G G a 2e am All I a_ 3 LOT 7 0 6,766 SF l s o� oN oN_ I oM Scale In Feet I J J L® r^V BLOCK J J m J J J N I �_ I I90 v 50 0 50 N� 5 0 15 L a Scale In Meters O o ~� o° o" y�P G 5 TO BE COMPLETED ���^��o��P������oQ� �I. 481 0� WITH PHASE 3B �P ,� ' �o e°j.a0° ye��o-�o'�,L�1' Cl 4805 h0 o-�k�e e=`°"'S� 4805 �I L`'1�41. 4 o I! 1 ° F� 4800 1 4800 PROPOSED GRADE ' EXISTING GRADE N 479 _ - - - 4795 Q 5" STORM SEWER PROPOSE STORMWATER WATER MAIN 4790 479 1 249'of 10" PVC SDR-35 0 05 O 0.28X _ -0294'of 10" PVC SD PRO OSED WATER M IN -35 P } 478 4785 /� J J O O O O r r7 r O h l OJ N W M h cD wO M M O M O M M a a r O N h a a N M N M Ol N N N N r r N OJ OJ g T^ O�r m 11+50 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 8+50 8+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 ' Issue Date:6/16/2015 NOTE: 1 STANDARDIARY DETAILL 02730-WER -PCE LINES(DEC 2003)ALL BE 4" PVC PER COB WEST BABCOCK STREET SANITARY SEWER PLAN AND PROFILE A B 4 3 A64.3 SCALE: 1"=50' HORIZONTAL 1"=5'VERTICAL AS-BUII.T 6/16/]5 #14300 TO BE COMPLETED MARK A. WITH PHASE 3B l 95 e S ° �9� F4nC 16TEQ4. �O N" f XL n 1 LOT LOT 3 LOT 4 LOT 5 LOT n _ Own ON OK ry 6,526 SF 5694 S2F 5,694 SF 5,894 SF SF 5.694 SF 2,9J1 - L Sheet 25 of 42 45. 4 � mmE U o✓ ^" bN 33 N / C m �m L O K U 4 =8 m J N < c LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 PARK 3A o SSMH 5 STA 3+84.47 5.50'R 6,541 SF 5.04 sF 5.894 SF 5,894 si 5,694 SF 5,694 SF zsn se 7A W FL IN(S):479374 � p R a FL IN(W):4753&74 4+72.03 5+29.5 5+87.0 6+44.5 7+02.0 7+59.58 `yt M W o m FL IN (E):47 4 o W •v' •! 4 700'L (37.98L (38.00'L (37.98'L (38.00'L (38.00'L ` o INSTALL CAP FL OUT(N):47�5.54 • C L c m m ON PIPE El N 01 a Ao 8"W 8-W .. -� 8"w$ 8•�W 8.•W ..W o B..W B..W g••W 8 W o "W B..Wo FUTURE z� +' "�- t 1 t -7N53 10'SS10"S� a'o 10"SS 10"5S 10^53 �- 10.53 10"SB 10"85 1 % VIM 1 w 5 4 STA 6+0.52 5.50' 8 MH SS 2 STA 10+08.77 5.50'R 88 RIM:795.80 8 o FL (5):4789.40 9 o SSM FL IN(E):4795.fi8(CAPPED AT ANHOLE) U N:4790 4 •1„ FL IN (S):4790.13 - t, y' L IN(W):4790.13 z L FL UT(E):4789.20 IN (5):4795.68(CAPPED AT ANHOLE) 8 4+70.53 5+28.04 5+85.55 +43.07 +00.58 7+58.09 FL IN(E):479.13 A FL IN(W):4795.68(CAPPED AT ANHOLE) ,I (38.00'R) (38.00R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) I OUT(N):4 S.. yJ o OUT LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 8.585 SF 5,894 SF LOT SF 5,694 Ci Lb, BLOCK 4 Scale In Feet n& �» ^� PARK a o8 50 0 50 og oN o� s,9}7 -1 � 15 0 15 ® J q j Lf °i- V m U a 0. Scale In Meters Lf LOT 12 LOT 11 LOT 4 10 LOT 9 LOT 8 LOT 7 Mo N F 69 SF 5,694 SF 5.69a SF 5.694 SF ///ylyvAAAJJJ • • w 8.5>9 5 5.694 SF O$ !� TO B L WITH PHASE 3C,,♦"; Q,ZP O 4820 820 x ' g �P 1p4�0 P•�,`et` 4815 ' e• y�P 815 O lk Z,k 1 v a 481 1p °$ pep 810 ♦O� �k,,p°,k^ 0 �` ,p PROPOSED S ORMWATER MAIN7 FINISHED GRADE F 4 EXISTING GRADE 480 $00 " WATER MAIN PR OSED WATER AI lr�y. W MAI .)MIN. R ` Ill _ LOCI 2'of 10" PVC SDR-35(1YP)O 25 of 1 795 4795 o.sex V ' 218'of 10' O PVC SOR- --�-STDRb1 5 ER 35(TW) TO BE COMPL T D ' 2 P TYP)O 0.333 , 1 7, MI P z - 790 1 MIN.(TYP.) ' S" WATER MAI O WITH PHASE 3C 785 w � .. ^ ' m o co ^ rn n �n co m o N a o O �=y 1'? N N N t0^ o O? ^ cO O m ^I �(] O O rn rn ro N ry c0 cD 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 Issue Date:0/10/2015 1 NOTE- 1. STANDARIDARY DETAILWER 02730--PCE LINES(DEC 2003)ALL BE 4" PVC PER COB STREET C SANITARY SEWER PLAN AND PROFILE A B 4 6 A84.6 SCALE:1"=50' HORIZONTAL 1"=5'VERTICAL AS-BUII.T 6/16/15 #14300 oD MARK A. CHANDLER IN 9518ES 0 oy9� kt-C I6TEQ4. �O Sheet 26 of 42 oN n� PARK o Clm O m m a s,s11 r, C o„ 13 L 4 0 I m T� `$t LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 4 90, 7 v o 6,179 IF I.-SF 5.694 IF 5.-IF 5,694 IF 5.-SF 8 0 CO o N N SSM 17 STiV v4+68.55 5.50'4 F RIM:799.41 ` °1 1+12.34 1+69.85 2+27.3 2+84.8 3+42.3 3+99.89 FL IN(E):4791.83 C o 6 p (38.00'L (38.00'L (38.00'L (38.00'L (38.00'L (38.00'L m v FL OUT(W):4791.63 - _ a o 8 oN"W @ W E C C a I.S F 6e�,8"W 8••W 8•W 3 9"53 W o - - 1.og c18 3n1 o� A 1+06.48 R4 1+10.84 1+68.35 +25.86 +83.38 +40.89 +98.40 RIM:4803.27 (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) (38.00'R) FL OUpT 4N):4796.93 o N o LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 6,312 IF 5,—SF 1-SF 5.-IF S,fi94 IF 5.694 IF L O K ge WWW Scale In Feet n 2 m F 50 0 50 �: on EEAR%mmmI • t 15 0 15 + _ ♦� A a o Scale In Meters �b 0y o$ w a LOT 2 8,425 SF f f LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 PARK�6 fi,7fifi IF 1+0 O1� 1� A 0 p6b 4815 - p31 y 4815 V 1 �� 69y yey M 481 4 `a� 0� 4810 ti 19^0h 0� 480 EXISTING GRADE P' 4805 480 - 800 0 �a 358'o PVC 15 STORM SEWER 479 8 SDR-35 P 795 IN. .) WATER MAIN I o 479 790 478 785 UU J of M D 10 O M of O a n M O> w W O O O M O N O O 0 0 O w � m o o o o o x o o x rn n° n Issue Date.6/16/2015 � 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 NOTE- 1. STANDARDADETAI W02730-2(DEC LINES BE 4" PVC PER COB STREET D SANITARY SEWER PLAN AND PROFILE A B 4 7 ■ AB4�7 SCALE: 1"=M' HORIZONTAL 1"=5'VERTICAL AS-BUII.T 6/16/]5 #14300 oD MARK A. CHANDLER No. 9518ES 0 oy9� kt-C I6TEQ4. �O Sheet 27 of 42 _ 1A om� E NN "H vu, 8 W 25 60, C .m OJ K n < B e m 8"W 8"W 8 W 'W 8"W 8"W 8"W F-A C, m ass W cc - - - oo Co o� Q� Co j n O n LOT 7 LOT 8 LLOIS 'LOB 10 LOT 11 LOT 12 PARKS 5 8,312 SF S,fi94 SF 5,89{SF 5.04 W 5,894 SF 5.04 W .850 SF U C: 01 SSMH 14 STA 1 26.80-0.02'L W U f RIM 480 4LL ^N nLL FL OUT F� o o oti o C o 2e 3m oN a �+ M o W 1+88. 2+46.41 3+04.33 3+61.43 4+18.94 1+31.3 (20.99'R) .0'R)(210 ' '^ LOT 2 LL e,{zs si 7 LOT o LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 PARK',6 5+08.77 8.OT 7 •`"F` \�/ 5.—SF 5,894 SF 5.894 BF 5.04 SF 5,694 SF 5.694 SF 2.678 SF (56.18'R) S$ 15 STA 4+88.87-0. 1 L N W OS B LOT 1 2,027 SF LOT 8 RIM:4 8 4 6.202 SF FL N ( �4792J4 �0 5,—SF FL OUT(W). 92.54 50 Scale 00n Feet 50 15 0 15 o Scale In Meters �y O A o X60 � 481 y�P 4815 P� 481 �¢=�°J� a �N 4810 fTl FINISHED GRADE ^y`L'AN I� IXISTINO GRADE `i��y 2OJ� 480 F — 4805 0 480 800 pq 3 8'of DR-35 795 Z 479 PVC o.s5z O 47s > 790 JW M CO N^ I�N N^ (O N r^ N (O^ N ul O W W O O O N O N O O O O O O D7 D7 O O O O O p�O00 ^O) n m 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 Issue Date.611612015 NOTE- 1. STANDARDIARY DETAILL 02730-WER -POE LINES(DEC 2003)ALL BE 4" PVC PER COB �ALLEY SANITARY SEWER PLAN AND PROFILE A B 4 8 A64.8 SCALE: 1"=50' HORIZONTAL 1"=5'VERTICAL AS-BUII.T 6/16/]5 #14300 MARK A. o TO BE COMPLETED CHANDLER No. 9518ES oy9� PfCI STERF'�pS° F'y0/NEFR��� WITH PHASE 3B Sheet 28 0> 42 12" �— 12"W— iL"W iL"vJ 1J"vJ 1➢'.1, 12"W 12" 12'W 12"W q9"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W n 177 3 C m m a WEST BAj3G ° r. I m�m 3 + co /smscr �s cr e E N 3 7 v o Br�u� r O• u, n l% LOT 7 cj p^y$ II--�� \/L u� �o vi N o`i �[,�y;,/ Q in v"i b LOT 7 S 3 wog on oN oN 08 oN oN oS o„ ow . I{p,�OC C1 a �i5 n n n ♦ 3L `u�p�p c: ti 54 e na 84) 9 ST INLET 7 STA +8 3 1 .0' o �smv/smFc ' 8yW o8"W 8" 3 .83) 9 U 3m BtSW 8"W 8"Wc�� 8"W "W 8"W DBI' RIM:4798.57 'W>�o "W 8"W cB"W 8"W 8' �a g^ 7FL IN (W):47 4.6 8"SB 8"SB 8"SS 8"SS 8"SS 8"SS 8"SS + I+ —� B W 9.. •o) LOT 8 = �, 8' 8 8"SS �r 8"Sg 8"SS 8"SS 8"SS 8"gS 8"SS 8"SS 8"SS o 6202 SF U 3 3 ST ( = : srwisrxccrs � �\f 3 o m 9 4 • ro ap z s - PARK 4 MH 5 STA 4+34.29 14 'L- —— 3 FL IN (N)4792.28 FL IN (S):4792.28 3 O LOT 6 LOT 7 FL OUT(E):4LOT2 z. 66 LOT 7 LOT 12 LOT 1 W L••O�T�JJ6F L (��\/ LOT 7 - m� S® ® V K V L O K 3.894 SF "' L _ `/ K y 4T 3.884 SF B V 1/3�884 52 � wrwa 1V O 50 Seale o Feet 50 TO BE COMPLETED ,5 °EEAR% 15 W ' Scale In Meters WITH PHASE 3B 1 1 OK 4810 ' 96�,N�^ti^ti?6 �°^ 4810 480 ' � 4805 1 480 PROPOSED GRADE 800 ' E(STING GRADE 479 ' B 412 of 15" pVC o-0.56% I (Typ) 479 8" sANnkRy SEWER 4790 8" WATE MAIN MIN Z 1 +I 4785 4785 W [O [O m � M M O2 J �� N� �M r� � � r� O^ M� �N �� �N O� M a �� r`1� �� N� O r r n n OJ OJ OJ m m m D] O W W c6 I� n r r O6 r ^r r r r r r 00 Q� O� O� O� 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 1 Issue Date:6/16/2015 1 NOTE: CT)STREET E STORM SEWER PLAN AND PROFILE A B 5 0 1. ALL IN LINE INLETS SHALL BE COMBINATION INLET/MANHOLES. AB5.0 SCALE: 1"=50' HORIZONTAL 1"=5'VERTICAL AS—BUII.T 6/16/]5 #14300 I �a MARK A. TO BE OMP E _- _- - - - CHANDLER -�- - - - - - �, No. 9518ES TM fir- -- --- -_-- -�� o�'9(E,�fcI5TEQ40��0 II I r 1G/NEER PZro WITH P 3B ; ! Sheet 29 of 42 II I ST INLET 18 1 IIII 11 m m E FL IN (S):4787.80 POND VOLUME- 25,000 CF FL OUT(NE):4787.80 / ' WATER DEPTH= 1.5 FT O1 m m RIM:4794.30 POND DEPTH= 5.0 FT In A 10+51.30 47.16'R SEE SHEET C5.4 BOTTOM POND ELEVATION =4787.50 C m III,( FOR PROFILE ' �1 E g a J � �� o TEMPORARY POND TO RETENTION POND S WEST BABCOCK STREET (Easeme � 269584 5T INLET 5STA 9+ ST'NL 64 STA 4+ TEMPORARY STORM RIM:4795.54 m FL IN(W):4791.29 C rn + 15 ST INLET 12 STA 8+41.73 21.50bU'L 'R SCALE P cF STORMOUT(N):479.99 ° � �12' M1479b)22 12"W 12"W 12"W 1 IMT47g3-.2g 12" 12" 1 W S ER( Sw REb rT w t2"w 12"w 12"w 12"w t2"w 12"w 12"w 12"W 12" 12"W of $a FL IN S:470 14 0L. I 3 FL OUT(E): 88.14 m m o N o L FL OUT(N):4788.14 , e n N ' 3 W a1 G ST INLET 11 STA 8+41.74-21.50'L _ G sror�s (; 22 I 1 A 10+35.74-21.50'L RIM:4793.29 ST MH 8 STA 5+41.20-21.50'L ET m STA 0+58 37-21.12'L n'aEEr FL IN W:4 88.23 6 RIM:4795. ttt8 3 3 ( ) FL _E):4 9.20 mcc.FL IN W:479.9 N 7 - FL OUT(E) 788.23 FL IN(N):4 89.75 ST INLET 10 STA 89.90-21.50'L I FL IN(S):479.96 Q R FL IM:4795.13 FLOUT(E):47 0.96 3 N v 4 F FL OUT(E):4790.OUT(W):4790. 3 LOCK I In K O s o� oN oa oa oa �N 'O� LOT 7 90 �1 <'^ S,76S SF n n In p$ Oa Om U a O Scale In Feet 50 0 50 5 0 15 Scale In Meters O TO BE COMPLETED WITH PHASE 3B 461 - k 810 ,'S y ? L21 ,WOK y'�p ��^qe•`trl'.^ OS �,� ey9 ¢h y,5? V O p yt k 0 480 ?^�'A 9A°�y^ .k°�1' . �..\� 805 1�� `tip � �sry9k^°`pry^�' F'\�;.? �y�• F., o 480 800 W ° PR POSED GRADE ' r� EXISTING G AIDE ' l 479 795 44'of 24r PVC 0-0�3 81'of 15 PVC 0-0.41% O 94'of 15" 13'of 24 PVC 0-0 71 R 4792 of 2M1 PVC 0.58. •) - 189'of 2" PVC - 20'of 24 PVC 790 (If STALLED THIS E) 1 SANITA SEWER 8" A ER MAIN 476 785 Z 0 478 ' 4780 >J j M O O M OIof of CO "1M h <O O r ifl M O C I I I I i 11+50 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 5+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 Issue Date:611612015 NOTE: (ZWEST BABCOCK STORM SEWER PLAN AND PROFILE A B 5 1 1. ALL IN LINE INLETS SHALL BE COMBINATION INLET/MANHOLES. 5.1 SCALE:1"=50' HORIZONTAL 1"=5'VERTICAL AB AS-BUII.T 611CV15 #14300 TO BE COMPLETED ' � MARK A. WITH PHASE 3B CHANDLER ' �, No. 9518ES 0 0�9� GIST �O LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 PARK O n L FI N � J ON fi,526 SF 5,694 SF 5,694 SF 5,694 IF 5,694 SG 1,fi94 IF 4L do Sheet 31 of 42 � mmE � v LO "K p ■pK�p■ �''' LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 r LL 1 V L il( • fi,541 IF 5.894 SF 5.894 SF 5,894 SF 5 694 IF 5,694 IF n M N " RRJ i/ N W �F W0`00 ST INLET 2A STA 1+64. -15.50'L i LA FOUT(E):4800.67 ST I L 4.69 - • _ _ m FL UT N n mq F m INSTALL CAP AT A 8"W 0 9+87.07 15.50'R oa B..W B..W .. 8"W-,-PHASfi"9fIN RIM: 95.08 W t END OF PIPE �-10"SS 1 "SS 10"SS 10 S 10"S I' 70"SS 10�'S5 10"55 Yp"55 10"SS 10"SS 1 "SS n \\\ 10"55 10"Sg 10"SS �� 70"SS 70"55 FL (W):4790.96 �= ST IN ET 3 STA 4+2 FL ((E)4790 96 0 MH 5 89.4 5.50 - -4. FL S):4797 +1 .6 RI :4796. B _ FL W):4797.6 F IN(N):4792.28 $ ST INLET 2 A 1+62.88 15.50'R FL OUT(N):479.78 IN(S):4792.28 m RIM:4804.7 m!3 ST NLET 6 STA 9+61.53 15.44 FL IN(1):4 !).51 O1 F OUT(E):4792.36 RIM 795.54 0 8 ® o m FL IN (W): 0.51 m F o FL UT S 4790.99 T LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 - (): A FL OUT(N) 800.51 6,565 5F 5,694. 5,694 IF 5,.4 IF 5,69a SF 5.694 SF - FL UT(N):4790.99 BLOGX 4P o OINLET BA STA 4+56.20- on oN o RI IN (W:4 ® a F O ((Q:4 11. U ^ O F OUT(�:4791.29 0.M Scale In Feet 50 O SO m$ LOT 12 LOT 10 LOT LOT 11 9 LOT 8 LOT 7 r-1 n v, _ 6.579 SF 5,694 9F 5,894 5F 5,694 SF 5,694 IF 5.694 SF ~O ON Ok 15 0 15 J� N ,n J Scale In Meters TO BE COMPLETED WITH PHASE 3C 0 4820 6 e 820 ,X 1 �P ti^9 S, Dx y9 481 ^0k" .h e° a a' 815 C,� 6Y e 481 ��-' AA 810 9 O� PROPOSED G � � J� �cn yP9X u ot STALL CAP EX 57,G GRADE O ATE D OF PIPE ■ 'o �0,V`V h ,(O`P v a�196�1.k^9 p'1�'ry LFY oil 480 805 55'of 15" PV ®-1.BR ���• `�- h0 k�90.61. rTl 15" PVC CAPPED AT \2 161'of 15" PHASE LINE 162 TA 15" PVC PVC ®-0.51 4 I STALLED THIS 480 PHASE 800 8" WATER MAIN 18" mix(TY A, ` N 393'of O 4795 NITARY -- -- PVC 0_ 795 ' 1 e'of 21"PVC 0_0.93X 8" SANITARY S ER TOTLETED- N P) 790 z 0 E 3C 478 21• f 21" PVC 0 .15R 785 W >> to (D r N O fD h O> M fD N O N d h O O W J 7 W^ a 0 M h O r r r1 y W W [O^ 0 O? a^ [O 0 m M [p W W O O O O O O O O p O O D O p O O Cn m rn p5 Cn rn m p5 m W 0+00 0+50 1+00 1+50 2+00 2+51 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 9+50 10+00 10+50 11+00 Issue Date:6/16/2015 1 NOTE: � STREET C STORM SEWER PLAN AND PROFILE A B 5 3 1. ALL IN LINE INLETS SHALL BE COMBINATION INLET/MANHOLES. AB5.3 SCALE:1"=50' HORIZONTAL 1"=5'VERTICAL AS-BUII.T 6/16A5 #14300 oD MARK A. CHANDLER IN 9518ES 0 0 � y9� kt-C I6TEQ4. �O f'(G/ryEER p�� _ Sheet 32 of 42 ST MH 14 STA 2+52.31 -0.10'L RIM:4795.22 ID m FL IN (S)4788.14 [ ^ip FL OUT(E):4788.14 `-m FL OUT(N):4788.14 c g Ea a ST INLET 18 CO [ o FL NE)87.80 - - - - - - - - - - O ( m' `c FL OUT NE):4787.80 TJ v AIM [ o 'TA 10+51.30 47.1FIR [_ a �, !;;; I; ! TO BE COMPLETED W _ , o POND ML� ITH CMP FLARED ry� ECTION NN 47875hIArIGN = WITH PHASE 3B o = a 58145E o (� Illlli IIIIII W ollll I�I II o II II I v� m FIIIIII IIIIII O o$ f 'IIIIII POND VOLUME= 25,000 OF 8'SS E WATER DEPTH= 1.5 Fi 'IIII POND DEPTH FT BOTTOM POND ELEVATION=478t O a Nub ' III Scale In Feet PARK 2,971 F _ 50 0 50 15 Scale In Meters 15 � J l O Contour Intervals: 1 Foot A 481 �6`L �—4810 yv e IIII 480 ,k Qytitie0�o0e:°i a� °o ao 4805 Tot ° W F PROPOSED GRADE 4800 MAINTAIN 4H:iV MAX 4800 SLOPE AT POND BANK I-� IXISTI G GRADE 4795 � 795 rT, 204'of 15" PVC® 1.49% - - ------ 00.549 a W 42'of " PVC 0 0.54 O 4790 4790 TEMPORARY RETENTION POND BOTTOM ELEVATION =4787.50 63'of 30" PVC®O.SSR 4785 785 w N r oD ifl �N O O IC! O O N OJ h �fl �fl �fl 3+00 2+50 2+00 1+50 1+00 0+50 0+00 O z NORTH STORM SEWER PLAN AND PROFILE Issue Date:6/16/2015 AB5.4 SCALE: 1"=50' HORIZONTAL 1"=5'VERTICAL �: TO BE COMPLETED A B 5.4 1. ALL IN LINE INLETS SHALL BE COMBINATION INLET/MANHOLES. WITH PHASE 3B � T #14300 � OF M�TA�9b FRAME AND COVER TO BE EITHER DhL A-1172 RING WITH A-1178 COVER, EJIW 3771/3772 SERIES,OR APPROVED EQUAL COVER SHALL HAVE TWO LY PICK HOLES. MARK A.INLET C4SnNG o NOTE:ALL JOINTS BETWEEN MANHOLE SECTIONS,MANHOLE NEENAI R-3067-L, CHANDLEREJry/ 30 R NO. 9518ES DEFI RING AND TOP SECTION,AND AROUND SEWER PIPE INTO ER70 2d47ppL OR o GREEN STEEL POST ADJUSTABLE RINGS, MANHOLE SHALL BE WATERTIGHT.JOINTING MATERIAL SHALL D 8 L I-3517 PfCI STERF'�AT END OF SERVICE 9� VS Y MIN.,1Y MAX. BE'RAM-NEK' OR EQUAL FOR ALL JOINTS EXCEPT �. BETWEEN SEWER PIPE AND MANHOLE WALL. TRANSITIONTCH CURB C GUTTER F'��NEFR 0 TO MATCH INLET ClS o w (TYPICAL FOR ALL INLETS) ING PROPERTY LINE OR ,iT. / EASEMENT B. s Sheet 33 of 42 5 1/2'BOULEVARD LINE 4-� • • PRECAST CONCRETE, (TYP.) 4. PRECAST REINFORCED CONCRETE MANHOLE RISER M-3000 OR C-3000 AND ECCENTRIC CONE TOP MANUFACTURED IN U m o MANHOLE STEPS + VARIABLE 3'MIN. STREET SURFACE 5'SIDEWALK GROUND SURFACE •� AT 16'CENTERS r• ACCORDANCE WITH ASTM DESIGNATION C-478. ( ) • • m GYP) 8-p N0.4 BARS AT 1Y CENTERS - cROGr IHrERT ro L SPRINGUNE OF PIPE IF MAX.,SPACED EQUALLY ], w OA'BEINETN%PE • B1 - c 2.5' "� AND CHANNEL 6 E t 1 COMPACTED BACKFILL 7 m o (TYPO (SEE SPECS.) -fwST CHATl1EL • • • • • m 11.5' 6' = FLa/NN0 I r 1) (IYP.) (TYPICAL EXCEPT IN SPECIPL r. (TYp z N o CIRCUMSTANCES WHERE CITY HAS p` u APPROVED ALTERNATE LOCATIONS) TOP OF PIPE MAY NOT 4'-0' m �'N VAR _11 �; LFLEXTEND PAST INSIDE WALL OF y r.• MIN. MANHOLE.IF NECESSARY TOP FRONT VIEW iu o o t i �_ HALF OF PIPE MAY BE _ sHBF-SLOPE P PER TRIMMED OFF SMOOTH. =['_-'.�-FOR ..'. 4 MINIMUM,Y MAXIMUM OPENING c ; W Y X Y bEFLEXIBLE GASKETED JOINT(IYPI Wppp PRECAST BASES-SEE DETAIL) • —5/a'SMOOTH ROD MARKER CENTERED FOR EJIW OPENING G30) o\ W SERVICE LINE.SLOPE= 1/4' 45' ELBOW— PER FOOT MIN.,1/Y PER FOOT (EXm \ MAX, CHANNEL=DIA OF PI }} Zy SEWER MAIN IjL��II II��m�II TI�f1I �I 1'MAX OFFSET ALLOWED FOR I �+ �+ • CASTING BACK PIECE ADJUSTMENT O W C\ PRECAST IN POURED-IN-PLACE 845E VARABLE • 2•-Or \ 4 BARS-1'-0'C-C POURED-IN-PLACE THICKNESS BELOW PIPE IS 8 L 5'-4' DIA. INCHES.PRECAST BASE,MINIMUM IN UNE WYE FITTING FOR PLUG (MIN.) THICKNESS IS 8 INCHES.ALL BASES • • NEW INSTALLATIONS. REINFORCED AS SHOWN. SADDLE FITTINGS ALLOWED FOR IXISDNG INSTALLATIONS ONLY UPON APPROVAL OF RADIUS OF CITY OF BOZEMAN SEWER MANHOLE '� I DEPARTMENT. SLOPE AT 1'PER 1 Fvof ro • CURB AND GUTTER TO BE WARPED TO MATCH INLET. LL%PE OEPIH NOTE' / Sr DESIGNERS WILL PROVIDE ADDITIONAL STORM DRAIN MANHOLES SHALL NOT BLOCK OUT FOR • • • • DESIGN DETAILS TO FIT SPECIFIC SERVICE INVERT NO DW.OF HAVE FORMED CHANNELS AND THE OUTLET PIPE CONDITIONS. LOWER THAN SPRING SEWER LOWEST PIPE INVERT SHALL BE Y If RCP(To.) II PIPE HIGHER THAN BOTTOM OF MANHOLE. 6'F� W LINE OF SEWER MAN r^—I FOR WYE FTITINGS. r 7 S-� r1 SECTION A-A SIDE VIEW SANITARY SEWER AND STORM DRAIN MANHOLE � SANITARY SEWER SERVICE LINE DETAIL ABs.o scALE:Nrs COB STANDARD: 02730-3 (DEC 2013) / 1 STANDARD SQUARE STORM DRAIN MET DETAIL AB6.0 SCALE:NTS COB STANDARD:02730-2(DEC 2003) �6.0 SCALE:TITS COB STANDARD:02720-1A(DEC 2003, REV. MAR 2006) O 4 MINIMUM,Y MAXIMUM OPENIN 5/8' DIA SMOOTH ROD INLET CASTING A CENTERED IN OPENING NEENAH R-3067-L (EXCEPT FOR EAW 7030) EJIW 7030,DEETER B'FLAT L I_ CO OR D @ L SLAB VER II I-3517 OPENING '~ ,r�. •'ir PRECAST REINFORCED CONCRETE aA MANHOLE AND BASE,AS PER STANDARD .,.: �'• DRAWING NO.02720-4(SEE PUN FOR J ' DIAMETERS) PER PUN n Vo Gr MIN. 0 �a ONE EXTRA BAR IN BOTTOM (ALL SIDES) 0 1 J_ O FLAT SLAB COVER z REINFORCEMENT AS PER 31 STANDARD DRAWING 02720-6 Issue Date:6/16/2015 COMBINATION MANHOLE AND CURB INLET DETAIL A86.0 SCALE:NTS COB STANDARD:02720-1B(DEC 2003, RE. 006) A B 6■O AS-BUMT 6/16/]5 #14300 STEEL POST MARKER .�OF MONTq PROPERTY PAINTED BLUEUNE OR y'LP 'Yq fEASEMENT `/ o MARK A. o 1. 'WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT WILL BE UNE CHANDLER > CUT ALONE NA NEAT VERTICAL UNE A MINIMUM OF 12'(30an)FROM THE EDGE OF 5 1/2'BOULEVARD NO. 9518ES THE TRENCH OPENING. CUUNE IOE9m)FROM L ') oy� cI STEOFEXISTING PAVEMENT OR NEAT ANNDGUTIER SE LESS CTION.RMOVE AND REPLACE RF'�\YSO ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT. F'�INEFR � 2. SEE CONTRACT SPECIAL PROVISIONS FOR ANY MODIFICATIONS TO STANDARD 4' TRENCH MATERIALS AND/OR OTHER TRENCH DESIGN FEATURES STREET SURFACE 5'SIDEWALK GROUND SURFACE I 3. SEE O.S.H.A CONSTRUCTION STANDARDS FOR EXCAVATIONS (TY'P) I 1 �� —1 1 Sheet 34 of 42 EXISTING STREET SURFACE CURB BOX 1cD VERTICAL TRENCH WALLS SUBGRADE OR GROUND SURFACE m _ VETWITH SHORING TO 11.5' PROVIDE 5'STATIONARY .T w CONFORM TO O.S.HA (TYP) ROD IN ALL CURB BO%ES� 7 m a REGULATIONS 6 1/2'MIN. ` -0 m° `- �/�'� COVER L o i i CO SEE DETAIL - c - 8' � yv BELOW CIRCUMSTANCESIEWHERE SCITY HAS C a L TAP BY CONTRACTOR APPROVED ALTERNATE LOCATION) m o a 3 INSTALL DETECTABLE WARNING TAPE 18'(451m) \lx W BACKSLOPE AS MAIL DEPTH(OPTIONAL) SLOPING,BENCHING.OR SPECIFIED TO SUPPORT SYSTEMS IN THIS AREA CURB STOP o 0 CONFORM TO 0 S.H.A. TO CONFORM TO O.SH.A. REGULATIONS REGULATIONS- + SELECT TYPE 1 BEDDING WATER MAIN -- _ MATERIAL PLACED IN V(15-) BASE MATERIAL LAYERS AND COMPACTED AS NO COUPUNGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM CORP.STOP TO CURB SPECIFIED IN SECTION 02221 STOP FOR 3/4 AND 1' SERVICES.STRAIGHT TYPE'A!.'B',OR'C' COPPER PIPE SHALL BE USED FOR 1 1/2'AND Y SERVICES TRENCH BACKFILL 8'(15an) TYPE 1 PIPE BEDDING PLACED IN DETAIL OF A COMPACTED THOROUGHLY AND DETAIL STOP SELECT MATERIAL BA.CKFILL AREA j —� I PROPERLY NSTALLED (SEE SPECIFICATIONS) �� / r CORPORATION STOP.TAP MAIN AT TYPE 2 PIPE BEDDING SPRINGUNE. WHERE REQUIRED FOR SOFT OR UNSUITABLE 31r FOUNDATION SERVICE PIPE 4'(10an) TRENCH WID -O.D.OF PIPE PLUS 2'( an) 6' MIN. WI 4 MIN.TRENCH WIDTH *��4TRENCH BOTTOM GENERAL NOTES: 1. WATER SERVICE UNES SHALL HAVE A MINIMUM 6 1/2 FOOT COVER MEASURED FROM THE EXISTING GROUND SURFACE,EXCEPT THAT COVER SHALL BE MEASURED FROM CENTER UNE STREET GRADE WHEN SERVICE UNES ARE LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SERVICE UNES O SHALL HAVE A MAXIMUM 7 1/2 FOOT COVER AT CURB STOP. 2. WATER SERVICE UNES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. 3. BEDDING SHALL BE 1' DNA.MAXIMUM WITHIN 6' OF SERVICE PIPE. TYPICAL UTILITY TRENCH DETAIL 4. INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF-POSITION. A A SCALE: NTS COB DETAIL•02221-1 RLV 10/25/02 WATER SERVICE LINE DETAIL AB6.1 S : TITS COB DETAIL02660-6 REV C 2003 f 1 8'-O'MAX. 3'- N. PROPERLY UNE INSTALL PLUMB WITH TO BA CK OF CURB PUMPER STREET FACING STREET NOZZLE NEW HYDRANT, REBAR ANCHOR OR WATR SUPER CENTURION 250 J r 2'MIN. OR r CLEAR PACER P FIRE HYDRANT MIN.ND 0'CLEAR ALL / M O AROUND(TREES,HEDGES, `• I M BUSHES,ETC.) A SIDEWALK O ADJUSTABLE SCREW r ELEVATIONS AS SHOWN TYPE VALVE BOX • ON PUNS OR 0.2' W UD ABOVE TOP OF CURB �I WATER MAIN GRADE LCURB k GUTTER CONCRETE CURB WALK DETAIL GROUND UNE \\\�ITH ANCHORS A W W AyO�� UNDISTURBED PROPERTY UNE_1r EARTH MIN.S..' COVER NOTE:COAT RODS WITH'KOPPERY BTTUMASDC NO.50 COATING OR EQUAL \\\ CURB @GUTTER SID ALK THRUST BLOCK DIMENSIONS O sCONCRETE y 1 I 1 I I I I L LTHRUST TO MAIN UNE 2•d r Sd 2•d Sd rd P•d rd Sd r rd r P•d F FIRE HYDRANT BLOCK1VARIABLE / 13'MIN. \, }d 9d V ad a• 4'\\\ \\\\\\\\\\ 12 V-V a' ad Y V a' n'd @d S'd V @d @ T �1�\\C JOINT AS REGUIRED FOR VALVE L\\\\� ;.. PIPE SPECIFIED NOTE:PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURES IN SYSTEM WATER MAIN �v�A AAA� y\ IBaue Date.611612015 THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL G VALVES AND LARGER UNLESS SPECIFIED THE ENGINEER. MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINS MAY BE USED IN UEU OF CONCRETE THRUST BLOCKS. _ I 5• L NEW 8'AUXILIARY GATE VALVE THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES (TMP') MIN.1/2 CUBIC YARD WASHED GRAVEL FLANGE JOINT BOULEVARD WALK DETAIL -MEGA-LUG OR APPROVED EQUAL JOINT RESTRANTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK r5-l\THRUST BLOCK DETAIL (FOR WATER MAIN VALVES) ■ nFIRE HYDRANT DETAIL AB6.1 SCALE: NTs COB DETAIL*02660-3 REV DEC 2003 HYDRANT LOCATION DETAIL a��'1 �7•��r�+ AB6.1 SCALE: TITS COB DETAIL•02660-4 REV FEB 2008 A►S�B VJLLi JL A86.1 SCALE:NUS COB DETAIL•02660-5 REV DEC 2003 6/1645 #14300 ° R=15' BACK OF �' a o-OF M�TAti CURB ' < It 9 d. PT °a e o MARK A. S A 7 CHANDLER B No. 9518ES R UNDISTURBED r °, IXPN15K41 (TYP.) Oy9� PfCI$TERF'�VS� EARTH DOWEL WITH 24 NO.5 °: ♦ UP F Off' .. REBAR.Y INTO BACK �'a C '�iNEFR R CURB,3'CLEAR _. �R CONCRETE THRUST t' MJ GLAND 1� BLOCK (TYP.) �. A ,.2z ° a Sheet 35 of 42 FINISH GRADE CURB BOX "A".BOX MJ GLAND ..... . . .a< .A•.' •• ... . TOP SECTION /// Ilk `5'X S' •' ° • U m o -5.• • SIDEWPLIf.I 1:20 MAX. 5'SIDEWALK(TYP.) C D.I. •MJ t D.I. D.I. V'".91N a,l : . I MIN PIPE TEE PIPE 0 PIPE 4'Alin. a, • °,., a c AFSCALE: 1" =5' •• > `o t MUELLER H-15428 ••• •• 7 m m SIRAIGFfT COUPLING WITH GALVANIZED MJ VALVE m°f/ D m OR BRASS CAR / EL 5 1/2'BLVD.(TYP.) N c' o / D.I. o e MJ GLAND PIPE 0) 6'THICK CONCRETE L L 1 N MIN SURFACE N 10 v MIN t RAMPS TO BE CONSTRUCTED WITH DETECTABLE NTT EXPANSIGN F 0 LINE '0)m a 3 WARNING SURFACES COMPLYING WITH ADAAG, 3 O 3/4'MIN.CORROSIONG ROD,CONFORMING T ALL THREAD C RESISTANTT COVER W O ASRA A242-81, COVERING THE ENTIRE WIDTH OF THE RAMPS.ONE RESTRAINING CORNER OF THE DETECTABLE WARNING MUST BE MJ VALVE INSTALLED IN HALF THE AVAILABLE MECHANICAL JOINT WITHIN Ir OF GUTER FLOW UNE;NO OTHER POINT STORM DRAIN INLET BOLT HOLES(-DU WHERE NECESSARY,)LIMPING ON THE LEADING EDGE OF THE DETECTABLE WARNING (TYPICPL LOCATION) COPPER // LUGS(R CTI 'DUCTILE LUG'OR AND DESIGNED MAY BE MORE THAN 5'FROM THE FLOW LINE. SERVICE UNE J TO AFITS DUCTILE IRON(BE PIPE,AND CONFORMING Y COPPER SERVICE UNE MJ GLAND WITH A5TM 5 RESTRAINING MAY BE USED IN CONJUNCTION REINFORCE CONCRETE IN RAMPS WITH. W D.I. WITH THE RESTRAINING RODS. %4 BEND PIPE FlBERMESH AT A RATE R WITH 6z6z101 GAUGE F 1 /WIRE y MESH 1Y y-O' 1Y COMPRESSION 2 COUPLING 1/8•DIAMETER TOP OF CURB 1 3 TRANSITION DISTANCNORE VARISIDES. SIDEW 1i "I- 4 \\ 5'SIDEWALK 5•s NO UPJ y.'� �OORPIDRATION URBSTOP PROM)EI/6' DIAMETER VARIES UNDINGFLOW UNE SECTION B—B STOP DRAIN HOLE I` WATER AWN NO UP 9•s 120 W7 NO SCALE'' 6' CURB°E SECTION 2 1/2' W ` f CONCREM RAMP � DEPRESSED A GRAVEL BASE(TYP.) II SIDEWALK 1I�11 SECTION A-A LPfD1NG 2 TYPICAL VALVE/TEE RESTRAINT DETAIL NO SCALE SECTION C—C TYPICAL BLOWOFF DETAIL AB6.2 SCALE: NTS COB DETAIL 02660-10, REV. DEC 2003 NO SCALE AB6.2 SCALE: NTS COB DETAIL•02660-7, REV. DEC 2003 CONSTRUCTION NOTES: 1. STANDARD APPLIES TO NEW CONSTRUCTION,WITH MAX.CURB R-15',AND MIN.5.5'BOULEVARDS. 2, RAMP AND CURB CAR BE POURED MONOLITHICALLY. STORM DRAIN INLETS SHALL BE CONSTRUCTED'UPSTREAM'OF RAMPS.ALTERNATIVE LOCATIONS PERMffTED ONLY UPON CITY ENGINEER'S APPROVAL 4. RAMP WIDTH SHALL BE 5'MINIMUM. 5. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2%. O BOULEVARD SIDEWALK PERPENDICULAR PEDESTRIAN n RAMP DETAIL (15' MAX. RADIUS/5.5' MIN. BOULEVARD) A96.2 SCALE: NTS COB DETAIL 02529-8, NOV. 1995 REV.APRIL 2005 Y TO 2 1/Y DIAMETER M� BRASS CAP WITH ROUNDED FIAT BLADE SET FROM REFERENCE STREET BLANKS REGULATORY SIGN BLANK AS PER POINTS. ENGINEER TO MARK SIGN T NAME MUTCD STANDARDS,SIZE AS MONUMENT POINT IN CAP MOUNTED BACK TO SEE SECTION SPECIFIED ON PLANS AFTER INSTALLATION. BACK ON POST 09810 2.2 FOR SIGN SIZES llr DIAMOND BLACK CROSSWALKS STREET PAVEMENT ,� II REFLECTORS T MIN.SIZE wNUMBER R /TOP, 1/6'TO 1/4'BELOW PAVEMENT _ T�24' PUBLIC AS REQUIRED BY THE DIRECTOR OF I� I PUBLIC SERVICE 6'TO 9'BUT lJ0' ' DEEPER THAN 1/Y T �I ABOVE BOTTOM OFBOX. -.r• ..;;d. .� n '�'. 2'MIN.- ROADWAY �c7,a•tirl'J':%. _ ay.i:l,,.7 id;'•�ji)t;f`o^*;:;,"�r�4 > 2' a V • • • )t.�.n ..d.:{-t! }u.^,:S• I> MIN. O STREET GRAVEL BASE~^t''n` ;.3v`r�tn•: ir r:,'.4'f("%"`. :..y.,:d:.t•. 10 r l .;.t.. .ek.:7:,.,p•�4v; .'-fit. ^iv,^,.W"Ssk.Y.�t t.:Z.o�:::.�'l.sY. SQUARE PREF TUIE 1 T 1 2 1/Y 9, (NP) SIGN EXPOSED •AAE TUBE POST • • 24' • • • • • • MIN. LEAVE GRAVEL APDv o Eo EQUAL) 7'MIN. • • • • • • 'A FOR DRAINAGE. • • • 3-Cr MIN. \-STANDARD CONCRETE(8 1/2 — — SACK MIX OR BETTER) rT, POURED IN PUCE OR PRECAST a W •. AND SOLIDLY PLACED. .•_:•:^�' j.;; ..': N 5' Y ATTACH SIGNS TO POST WITH)Ci DRIVE RIVETS(MIN.2 PER SIGN) PERFORATED SQUARE O _T 2'MIN CLEARANCE FROM Ifs +� NON 6'REINFORCED MIN., TUBE POST(TELSPAR OR FACE OF CURB TO EDGE ROUND OR SQUARE WITH 1/Y f APPROVED EQUAL) OF SIGN CHAMFERED CORNERS OR STREET MARKER SIGN REGULATORY SIGN 46' MIN. ..A RONFORCED PRECAST B SQUARE WITH 1/2' CHAMFERED DORNERS AND 4 NO.2 REBARS. Y PREFORATED SQUARE TUBE o POST(14 GAUGE) FASTEN POST TO SLEEVE WITH W. CORNER BOLT O o (A325)1 li PROVE FINISH GRACE. INSERT BOLT FINISH GRADE Z. o HEAD FROM OPPOSITE SIDE OF IXPECTED IMPACT INSERT DRIVE RNET INTO OPPOSITE SIDE. r 4 n TYPICAL STREET MARKER SIGN LOCATION DETAIL r TYPE I STREET MONUMNET DETAIL - 2 Ya'X 30' 12 GAUGE NON-PREFORATED SQUARE TUBE SIGN POST SLEEVE(TELSPAR AB6.2 SCALE: NTS COB DETAIL•09810-4,SEPT 2002 A86.2 SCALE: NTS COB DETAIL:02529-3, DEC 1999 �: i ROADWAY GRADE �'f QUIK PUNCM OR APPROVED EQUAL) SIGN POST FOUNDATION AS ALL SLEEVES AND SIGN 24 ;:, ..IIJJ..• R STANDARD DRAWING POSTS SHALL BE INSTALLED INSERT SIGN POST 16'INTO SLEEVE 09810-1 PLUMB. t Issue Date:6/16/2015 M-4000 CONCRETE ANCHOR I 80'TYP. SIGN BLANKS SHALL BE CONSTRUCTION GRADE ALUMINUM,0.08 INCH THICK,WITH ENGINEER GRADE REFLECTIVE SHEETING SIGN POST FOUNDATION DETAIL r,--�DEAD END BARRICADE DETAIL A B 6■2 A86.2 SCALE: NTS COB DETAIL: 09810-2,AUG 1994, REV 6/2002 n SIGN POST FOUNDATION DETAIL T AB6.2 SCALE: NTS COB DETAIL'09810-1,AUG MM, REV 6/2002 646/15 #14300 5.4' (0.45') OF Mf)/-" 21C MARK A. o O JOINT 1.5 Y CHANDLER ,F No. 9518ES TOPSOI a 3'R /" oy9� RfCI STERF'�pS� Yr (TPJ a R .5 Ft�/NEER �� 5��L. d s/t ro Fm T 9DPE py •� PROPERTY LINE WITH DEPTH OF CROSS DRAIN PRO NATELY 1 e .d 3• GRAVEL • Sheet 36 of 42 m 0 0 0 0 0 0 CRUSHED GRAV0. O O O O O O O O O O O O O O n \ E ON A-A O O O O O O 0000000 O O O O O O O O T 2 \ / BASE-3' MIN. O O O O O O O O O O O O 00000000 N :a,- BASE O O O O O O O O O O O O O °o t 3• \_ y / SUB-BASE COURSE -0 m AS REQUIRED ` D � CR.. WW o`N \ DRAIN L NO JOINT��j CONTROL JOINT-SEAL WITH BITUMINOUS JOINT SEALER COMPACTED SUBGRADE '� A . 0a) / EXPANSION JOI .0 v 3 &, /, 5 0.5 1.5 3/4• W 1314 PER 1'SLOPE 3/4 PER 1'SLOPE \ 5 1/2' PER SLOPE o\ w 9.5'� n w 4- m EXTEND EXPANSION TUBES 3/4 PAST e W END OF STEEL DOWEL TO ALLOW FOR DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB EXPANSION(IF DOWELS ARE USED) �qyp FILLET TO BE PLACED ON T NOTES: S�•TiiH COMPACTED GRAVEL BASE OR STREET 1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230(M.P.W.SPECS.1996 ED.) N/ BASE,WHICHEVER IS GREATER. 2. CONTRACTION JOINTS SHALL BE PLACED AT 10'INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF?'AND INVERT YMIN.4 1/YMAX MINIMUM WIDTH OF a'. C-UNE (SE6r 3. EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S,P.T.S,CURB RETURNS AND AT NOT MORE EXPANSION JOINT THAN 300'INTERVALS.THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AT P.C.(TYPJ AND GUTTER.NQffS:1.APPROACH WILL BE PLACED MONOLITHICALLY 2.TAPERS SHALL BE 15'R(TYP.) 3. NO CURB AND GUTTER SHALL BE PLACED WTIHOUT A FINAL FORM INSPECTION BY THE CTIY ENGINEER OR5'IN LENGTH MINIMUM 3.JOINTS MAY VARY DEPENDING UPON WIDTH OF HIS REPRESENTATIVE.1/r SLOPE APPROACH AND WALK. JOINTS IN THE FLOVNNE ARE TO BE AVOIDED, BUT 4. CONCRETESHALL BE CLASS M-4000IF NECESSARY FLOWUNE JOINT SHALL BE SEALED WITH AN APPROVED JOINT DOWELS(OPTIONAL) 5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235(M.P.W.SPECS.,2003 ED.) 1 4 (1'-0 ;�.�� SEALER(THIS NOTE ALSO APPLIES TO DRAWING 02529-7A). FOR CURB AND GUTTER EXPANSION PROJECTS,WASHED ROCK MAY BE USED FOR THE GRAVEL BASE. r 11/Y LIP -''.! i'_: :.r'.: CENTER UNE OF ALLEY(FLOW UNE) STANDARD FILLET DETAIL , INTEGRAL CURB $L GUTTER DETAIL A AB6.3 SCALE: NTS COB DETAIL 02529-2,REV.AUG 1994 AB6.3 SCALE: NTS COB DETAIL°02528-1, REV. MARCH 2O06 OPTIONAL BOTTOM OF CONCRETE SECTION A-A z CURB WALK ALLEY APPROACH DETAIL (WITH FLAIR SECTIONS) 75'(LOCAL STREETS) O 100'(COLLECTOR STREETS) AB6.3 SCALE;NTS COB DETAIL:02529-7A, REV. 2/10/2000 150 (ARTERIAL STREETS) --------------- !�1 SECTION A-A CURB TO CURB NTS WIDTH-VARIES FACE OF CURB rn 15'R(lYP) 1� FACE OF GUTTER W 3.OR EXPANSION JOINT w `. I CONTROL JOINT A ��� BACK OF CURB 01 ----_ FLOWLINE \\ ----_ �� - �\\�===9 100'TRANSITION FROM VARIABLE ------ TYPICAL 3.0%CROWN TRANSITION FILL CURB RETURN p,\ / TO 1.5%CROWN 7 FILLET AS ONE PIECE \\�/// 6' 9, 9, NOTE: DOWEL WITH 5/4%3B' JOINTS WILL EVERY REQUIRED IF EXISTING CURB SHOOED REBPR EVENLY APPROX.EVERY 70 FEET RETURN,GRIND GUTTER Y LIFT OF HOT PLANT MIX COVER WITH 3'TOP SPACED 1 N 1'CENTERS TO FORM OUTLET ASPHALTIC CONCRETE SOIL TO MATCH NEW WITH 3 1/Y of COVER. r PAVEMENT SURFACE CHANNEL WHEN THIS IS / SURFACING 95R COMPACTION ONE OVINE END OF BARS PLAN VIEW THE HIGH SIDE GRADEIN s O -A 1.5R A 2R SLOPE 2%SLOPE TYPICALINTERSECTING AREEr- - - - - EXTEND SUBBASE AND BASE COURSE 9' BEYOND EDGE OF PAVEMENT(TYP) CRUSHED GRAVEL BASE COURSE. VARIABLE 5 MIN DEPTH. VARIABLE 6'-(f MIN. STREET SURFACE I TRANSITION NATIVE GRAVELS OR PR O 15 OF B MINUS PR 100'TRANSITION FROM RUN SUB-BASE GRAVEL RUN FELL, 1Y MAX. - 3 TYPICAL 3.OR CROWN 95R COMPACTION LEFTS,95%COMPACTION 1/T PER I.- TO 1.5%CROWN ...r��...:....., .;! l:.1.. NOTES: L7, irx 1. REMOVE ALL TOPSOIL AND FINE GRAINED MATERIAL DOWN TO NATIVE PR RUN GRAVELS FOR FULL 40' WIDTH OF ROADWAY.COMPACT TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY.AS DETERMINED 0 ONFORCE WITH/4 BY AASHTO T-180, SECTION A-A GBARS RID ON 2'X 2' 2 IF NECM LEFTS,COMPACTED S A MINIMUM E E A ION95%WITH MINUS PR RUN GRAVEL,WITH 8" 3. PLACE or LIFT OF 1' MINUS CRUSHED GRAVEL BASE COURSE,COMPACTED TO A MINIMUM OF 95% NOTES:THE WIDTH WITH PROPORTIONAL PLAN VIEW 4. PLACE 3' OF HOT MIX ASPHALT FINISHED SURFACING,COMPACTED TO 95%. Ism Date:611612015 INVERT MAY VARY TO SATISFY THE DESIGN REQUIREMENTS OF INDIVIDUAL APPLICATIONS. FINISHED STREET SURFACE TO BE 1/8'TO 1/4'ABOVE EDGES OF DOUBLE GUTTER. n DOUBLE GUTTER DETAIL r,_-�TYPICAL STREET INTERSECTION TRANSITION DETAIL 6 TYPICAL ALLEY DETAIL A B 6■3 A86.3 SCALE: WS COB DETAIL: 02529-1 DEC 2003 AB6.3 SCALE; NTS AB6.3 SCALE; NTS AS-BUMT 6/16/l5 #14300 OF M�TA�9b o MARK A. CHANDLERrl No. 9518ES 0�9� PfCI STERF'�QS� F�INEFR PN�� Sheet 37 of 42 TRANSPO POLE-SAFE MODEL NO.4075 KW ROUND TAPERED STEEL POLE(RTSP 38'MAX.) U m E KW ROUND TAPERED STEEL POLE(RTSP 2W MAX.) SQUARE BASE BY MANOR n -SQUARE BASE BY MANUF. (2)NUTS @(2)FLAT WASHERS PER MANOR RECOMMENDATIONS > � (2)NUTS&(2)MT WASHERS OR _cm n PER MANUF.RECOMMENDATIONS TRANSPO POLE-SAFE MODEL NO.4100 7 m 10' DIAMETER CONCRETE SONG �'BITUMINOUS ASPHALT EXP.JOINT ANCHORS PER TUBE WITH REINFORCEMENT r BITUMINOUS ASPHALT EXP.JOINT (n m MANUFACTURER SIDEWALK(IF REWIRED) SIDEWALK(IF REWIRED) TJ (3)/3 TIES O 2'O.C. (3)/3 TIES O 2'O.C. L '-N E f0 p` (4)j0x3Ox3 ANCHOR BOLTS W/1 3/8'PROJECTION (4)14x38x4 ANCHOLt BOLTS W/Ir PROJECTION #3 TIES 8'GALVANIZED STEEL THREADED END 8'GALVANIZED STEEL THREADED END N y p m (11)/5 VERTICAL (11)06 VERTICAL ,K- 3 24'0 CONCRETE PIER ( 24'0 CONCRETE PIER : 3 2'CLEAR-, 2' 11 4'DEEP(MIN) /3 TIES O 10'O.C. /3 TIES O 10'O.C. o is. W ie m I I m � m SOILS PER SOILS REPORT SOILS PER SOILS REPORT 1'. EFER TO LIGHTING PLAN FOR POLE PAINT REWIREMENTS �1.g REFER TO LGHTNG PLAN FOR POLE PAINT REQUIREMENTSy� VRB BOLLARD SUPORT DETAIL (1)25' LIGHT POLE DETAIL a)38' LIGHT POLE DETAIL H AB6.4 SCALE: NTS A8s.4 SCALE:NTS W AB6.4 SCALE: TUTS q LIGHTING FIXTURE SCHEDULE MOUNTING LAMP DESCRIPTION MANUFACTURER VOLTAGE CATALOG NUMBER TYPE HEIGHT TYPE O 42" BOLLARD BRONZE WITH DOME KIM LIGHTING 240 VRB1/7OPMH/DB BOLLARD 42' 70 WATT PULSE START METAL HALIDE ~� 150 WATT PSMH FIXTURE TYPE 3 DISTRIBUTION,BRONZE FINISH SPAULDING LIGHTING 240 CR1-A-P15-H3-F-0-DB-RPA2 POLE 1 25' 150 WATT PULSE START METAL HALIDE 150 WATT PSMH FIXTURE TYPE 3 DISTRIBUTION,RAL 6005 FINISH SPAULDING LIGHTING 240 CR1-A-P15-H3-F-0-CC-RPA2 POLE 2 25' 150 WATT PULSE START METAL HALIDE N 250 WATT PSMH FIXTURE TYPE 3 DISTRIBUTION,RAL 6005 FINISH SPAULDING LIGHTING 240 CRT-A-P25-H3-F-0-CC-RPA2 POLE 3 38' 250 WATT PULSE START METAL HALIDE PHOTO ELECTRIC CONTROL L1 POLE SCHEDULE Q�K, TYPE DESCRIPTION MANUFACTURER CATALOG NUMBER LOCATION !� �jGll 1 ROUND TAPERED STEEL 25 FT WITH BRONZE FINISH KW RI525-8.1-11-BRZ-DMIO-BC LOCAL PHOTO-CELL BYPASS SWITCH STREETS 30 AMP LIGHTING CONTACTOR J 2 RUND TAPERED STEEL 25 FT WITH RAL 6005 FINISH KW RTS25-6.1-11-RAL6OO5-DMIO-BC WEST BABCOCK C 3 ROUND TAPERED STEEL 38 FT WITH RAL 6005 FINISH KW RTS38-8.1-11-RAL6005-DM10-BC LAUREL PARKWAY M W a N O TO POLE AND BOLLARD LUMINARIES CIRCUIT BREAKERS INSIDE METERING PANEL z O NEMA 3R HINGED COVER ENCLOSURE WITH LOCKABLE HASP ` z PHOTO CELL DETAIL Ism Date.6/16/2015 Aes.a scALE: Nrs AB6.4 AS-BUMT 646/0 #14300 OF MON4y9i3 o MARK A. S CHANDLER No. 9518ES oy9� PfCI STERF'�QS� 90, Sheet 38 of 42 30' 30' 45' 45' C m E m m T�vmi 15.5 8.5 5' 22.5 VARIES 6' a t L V m m d am 3' LIFT OF HOT PLANE MIX 1 (TYP) 4' LIFT 1 (TYP) C o ASPHALTIC CONCRETE INTEGRAL CURB AND �•P�' ?'7 OF HOT PLANT MIX INTEGRAL CURB AND k,PY' � o` M r M ASPHALTIC CONCRETE 01 m M' CONCRETE SIDEWALK PER PLAN / SURFACING 95X COMPACTION GUTTER PER STANDARD `G '14' CONCRETE SIDEWALK PER PLAN GUTTER PER STANDARD 'C m DETAIL 3,SHEET AB6. SURFACING 95%COMPACTION DETAIL 3,SHEET A86. L 3%SLOPE 1/4"PER 1 3%SLOPE 1/4'PER 1 N t 3%SLOPE 3%SLOPE v C_ a m O g i 4:1 MAX 4.1 M 4'.1 MAX 4:1 MA C 3 BOULEVARD AX BOULEVARD X W CRUSHED GRAVEL BASE COURSE. CRUSHED GRAVEL BASE COURSE. o= w 4 LIFT OF CRUSHED 6' MIN DEPTH. 4' LIFT OF CRUSHED 6' MIN DEPTH. iem GRAVEL LEVELING COURSE NATIVE GRAVELS OR PR GRAVEL LEVELING COURSE NATIVE GRAVELS OR PIT W 18" OF 6" MINUS PR RUN FILL, 1Y MAX.LIFTS, 18' OF 6" MINUS PR RUN FILL, 1Y MAX.LIFTS, RUN SUB-BASE GRAVEL 95X COMPACTION RUN SUB-BASE GRAVEL 95%COMPACTION 95%COMPACTION 95%COMPACTION NOTES: NOTES: 1. REMOVE ALL TOPSOIL AND FINE GRAINED MATERIAL DOWN TO NATIVE PR RUN GRAVELS FOR FULL 40, 1. REMOVE ALL TOPSOIL AND FINE GRAINED MATERIAL DOWN TO NATIVE PR RUN GRAVELS FOR FULL 40' WIDTH OF ROADWAY.COMPACT TO A MINIMUM OF 95X OF MAXIMUM DRY DENSITY.AS DETERMINED WIDTH OF ROADWAY.COMPACT TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY.AS DETERMINED BY AASHTO T-180. IF NECESSARY, T-180. 2. M NECESSARY,B COMPACTED TO SUB-GRADE ELEVATION WITH 6' MINUS PR RUN GRAVE4 WITH 8' 2. M NECESSARY,BACKFILLCOMPACTED TO SUB-GRADE ELEVATION WITH 6" MINUS PR RUN GRAVEL,WITH B' MAXIMUM LIFTS,COMPACTED TO A MINIMUM OF 95X. MAXIMUM LIFTS,COMPACTED TO A MINIMUM OF 95%. 3. PLACE 8" LIFT OF 1' MINUS CRUSHED GRAVEL BASE COURSE,COMPACTED TO A MINIMUM OF 95X 3. PUCE 6' LIFT OF 1' MINUS CRUSHED GRAVEL BASE COURSE,COMPACTED TO A MINIMUM OF 95X 4. PLACE T OF HOT MIX ASPHALT FINISHED SURFACING,COMPACTED TO 95%. 4. PUCE 4"OF HOT MIX ASPHALT FINISHED SURFACING,COMPACTED TO 95X. W A 31' (LOCAL) SECTION n 45' (COLLECTOR) SECTION AB6.5 SCALE:NTS COB DETAIL:FIGURE A-1 REV JAN 2011 AB6.5 SCALE: NTS COB DETAIL•FIGURE A-1 REV JAN 2011 O 60' 80 30' W. 30' 30' w i j i ? 17.5 6.5 5' 16.5 7.5 5' a o a 3" LIFT OF HOT PUNT MIX (TYP) a 3" LIFT OF HOT PLANT MIX 1'(NP) ?F.Nq ASPHALTIC CONCRETE INTEGRAL CURB AND ?•7 ASPHALTIC CONCRETE INTEGRAL CURB AND kph' X CONCRETE SIDEWALK PER PUN SURFACING 95X COMPACTION GUTTER PER STANDARD 'Nqk CONCRETE SIDEWALK PER PUN SURFACING 95X COMPACTION GUTTER PER STANDARD 7>, 3%SLOPE DETAIL 3,SHEET A86. 1/4"PER 1 V M DETAIL 3,SHEET tOR 3%SLOPE 3%SLOPE 3%SLOPE 1/4"PER 1' X 4:1 MA BOULEVARD 4.T'NAX 4:1 M� BOULEVARD AT'NAk CRUSHED GRAVEL BASE COURSE CRUSHED GRAVEL BASE COURSE. 4' LIFT OF CRUSHED 6' MIN DEPTH. 4" LIFT OF CRUSHED Ti MIN DEPTH. GRAVEL LEVELING COURSE NATIVE GRAVELS OR PR GRAVEL LEVELING COURSE 18' OF 6' MINUS PR RUN FILL, 1Y MAX.LIFTS, NATIVE GRAVELS 19"OF 8' MINUS PR RUN FILL, 12 MAX.LIFTS, RUN SUB-BASE GRAVEL 95%COMPACTION w W RUN SUB-BASE GRAVEL 95%COMPACTION 95%COMPACTION 95%COMPACTION O NOTES: 14 NOTES: 1. REMOVE ALL TOPSOIL AND FINE GRAINED MATERIAL DOWN TO NATIVE PR RUN GRAVELS FOR FULL 40' 1. REMOVE ALL TOPSOIL AND FINE GRAINED MATERIAL DOWN TO NATIVE PR RUN GRAVELS FOR FULL 40' WIDTH OF ROADWAY.COMPACT TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY.AS DETERMINED ASHTO WIDTH OF ROADWAY,COMPACT TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY.AS DETERMINED IF ECESS T-1 B0. BY AASHTO T-180 2. IF NECESSARY,BACKFlLL TO SUB-GRADE ELEVATION WITH B' MINUS PR RUN GRAVEL,WITH 8' 2. IF NECESSARY,BACKFlLL TO SUB-GRADE ELEVATION WITH T MINUS PR RUN GRAVEL,WITH T MAXIMUM LIFTS,COMPACTED TO A MINIMUM OF 95%. 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% 3. PLACE e" LIFT OF 1" MINUS CRUSHED GRAVEL BASE COURSE,COMPACTED TO A MINIMUM OF 95% 4. PUCE 3" OF HOT MIX ASPHALT FINISHED SURFACING,COMPACTED TO 95%. O 4. PLACE 3" OF HOT MIX ASPHALT FINISHED SURFACING,COMPACTED TO 95%. O �33' (LOCAL) STREET SECTION(LOCAL) STREET SECTION �35' (LOCAL) STREET SECTION(LOCAL) STREET SECTION AB6.5 SCALE: NTS COB DETAIL' FIGURE A-1 REV JAN 2011 AB6.5 SCALE: NTS COB DETAIL• FIGURE A-1 REV JAN 2011 Issue Date:6/16/2015 AB6.5 AS-BUMT 6/16/]5 #14300 I ' I INSTALL I I -a MARK A. d B.CONDUITS CHANDLER I , INSTALL(3) 8"CONDUITS ❑ INSTALL(2)4"LIGHTING I ES N 9518 CK STREET (Easement 2269584) AND IRRIGATION CONDUITS ° INSTALL(2)4"LIHTIN �'9( �fGISTEQE���0 AND IRRIGATION CO DUI SEPARATION) •stern F,iCI �p (MAINTAIN 1'HORIZ NTA SEPARATION INSTALL(1)4"IRRIGATION TSheetof 42 ZmmE m LEGEND - O)I° ❑ JUNCTION BOX/TRANSFORMER INSTALL(3)8"CONDUITS ❑ 8'CONDUITS OW ° V o V ❑ N E 6,76sF m " C p am m INSTALL(1)4" IGHTING m m INSTALL(3) CONDUIT INS ALL(2)4"LIGHTI G L c N c 8"CONDUITS AND RRIGATION CONDUI ❑ (MAI TAIN 1'HORIZONT L m�a( W INSTALL(1)4"I 1 IREM E r I K P A INSTALL( 24� sF s STALL 2 4"LIGHTING 2 0, (MAINTAIN IUA SEPARATION) MAINTAIN 1'HORIZONTAL AND IRRIGATION CONDUITS INSTALL(2) h+�M (MAINTAIN 1'HORIZONTAL EPARATION) 8"CONDUITS LOT 6 LOT 7 LOT 6 LOT 7 LOT 6 LOT 7 50TE 12 PARATION) LOT 1 5.629 SF 5.629 SF 5,694 IF 694 T 5,694 IF 5,694 IF 5—IF INSTALL ITS s IN (3) s,fi9a IF 8"CONDUITS 8"CONDUITS INSTALL ITS 8"CONDUITS 64 5,6 9 LOT 8 s�a IF T 5 LOT 8 LOT 5 5 69 4 E s�9a sF LOT 2 1�T 'F 3 5,694 IF 5.694 IF 5,694 IF LOT- LOT 4 LOT 9 LOT 4 LOT 9 LOT 10 LOT 3 5.629 F1 5694 IF 5,694 IF 5,694 SF 5,694 IF ( s,fi`N�ALL(3) s,69a IF INSTALL NDUIT 8CC0 NDUITS //�� 8"CONDO! G LOT 3 LOT 9F ® LOT 4 Scale In Feet *ram" 5;zs 5'F IF ,694 5.6G94 IF V 5.OT 4 50 0 50IF 15 0 15 J Ll _ O Scale In Meters L0� LOT 11 LOT 2 LOT 11 L01 LOT 11 LOT 8 LOT 5 LOT IF 5.694 IF 694 SF 5,694 IF =694 IF 5.694 SF 5,—IF LL INSTALL(3) s INSTALL(3) INSTALL(3) 8"CONDUITS 8"CONDUITS LL 8"CONDUITS LOT 12 LOT 1 LOT 12 LOT 1 LOT 12 LOT 7 sF =,+a�� 6,a28 SF 6.526 IF s- 6.541 SF 6,565 SF 6.5J9 6312 s INSTALL(3) INSTALL(3) INSTALL(3) INSTALL(3) INSTALLSF )( CONDUITS 3 INSTALL 3) o 8"CONDUITS 2) 8"CONDUITS 8" 8 CONDUITS CONDUITS " 8"CONDUITS 18.00' I ❑ ❑ ❑ ❑ B"CONDUITS 8" ITS ❑ o 9 - ITI TO'AL ROW F S (1)4'LIGHTING ...��� ❑ — — IT rT, 0 INSTALL(2) LIGHTING LOT 1 W AND IRRIGATI N CONDUITS M ❑ INSTALL(2)4"LI -TING INSTAL(TI 4"UGHTIN s.a56 IF (MAINTAIN 1' ORIZONTAL '�r+VVO AND IRRIGATION C NDUITS AND IR IGATION CONDUITS F� LL (MAINTAIN 1'HORI ONTAL (MAINT IN 1'HORIZONTAL SEPARATION) JUNCTI BOX(TW SEPARATION) SEPARATION) ) Es L , 00 )ICK 3 0 oN 0 JN Z INSTALL(3) G� O 8"CONDUITS INSTALL(3) IN V INSTALL 8"CONDUITS 8"STALL(3)CONDUITS (3)8 ❑ C "ONDUITS 1 ❑ L 0 - d MAYFLY Z INSTALL f85ae Date:6/16/2015 8"CONDUI S )4"LIGHTING I INSTALL(3) NSTALL(3) O r B O TION CONDUITS INSTALL UIT ( 8"CONDUITS "CONDUITS INSTALL CONDUITS I 1T HORIZONTAL INSTAL (2)4"LIGHTING 8"CONDUITS AND IR IGATION CONDUIT8"CONDUITS N (MAINT dN 1'HORIZONTALN ^ N SEPAR TION) i � BLS 1 e AB7.0 1 PRIVATE UTILITY PLAN AS-BUMT ABZO SCALE:1"=W 6/16A5 #14300 I I COCK STREET (Easement #2269584) DGE UGE UGE UGE �a MARK A. LEGEND 1-1' CONDUIT - �' CHANDLER (2-8 WIRES AND 1-#10 GROUND) , No. 9518ES STREET LIGHT - 25' BRONZE WITH 150 WATT HEAD 9 clsicQ``� 1-1^—CONDUIT lF _ (2-08 WIRES AND 1-#10 WIRES) U E 30n 30n 30n 30n 30n G STREET LIGHT - 25' GREEN WITH 250 WATT HEAD 0 Sheet 40 of 42 BOLLARD LIGHT - VRB1/70PMH/DB BY KIM LIGHTING Y/ �p C mmE LOT 7 I STREET LIGHT - 38' GREEN POLE WITH 250 WATT HEAD n 1 nS - �" 6,766 IF oN UGE 1" PVC ELECTRICAL CONDUIT W D >�E OELECTRICAL PANEL ' - n _mom U SERVICE PANEL A �p LOT 8 V m 8 PULL BOX UGE UGE UGE UGE GE G P W n I UGE UGE UGE UGE GE UGE NOTE: FOR LIGHTING FIXTURE SCHEDULE AND PHOTO CELL DETAIL SEE SHEET C6.4 PARK P A K 8 2 n sF s PART 5 cF. A 8 1-1" CONDUI LOT 6 1 1" CONDUIT (2—#8 WIRES D 1— 10 IR s,sz9 sF ( #8 WIRES �� 10 GROU 5,­0 6F LOT 7 LOT 6 LOT 7 LOT 12 LOT 1 s.69a sF L194 s6 I,—IF 5.694 IF 5.694 IF La LOT 5 LOT 8 LOT 5 LOT 8 LOT 5 LOT 8 LOT 11 LOT 2 �!5,629 IF 5.629 IF 5.694 IF 5,694 IF 5,694 IF 5,694 IF 5,694 IF 5694 SF IFTiII LOT 4LOT I 5.6.- T 10 LOT 3 5,6694 SF 5,6694 F 5,6694 SF \ / S.—F S.G6 IF 5.—SF Y � Y I os LOT LOTSF LOT 3 LOT 3 LOT LOT�1]]]0 LOT 9 LOT 4 4q' 5.694 IF ,696 5.696 IF O 5; _ 5,—SF 5,694 SF co LO(2\ LOT 11 O Zvv ' 5.—IF 56D94 SF 50694 SF 56D94 IF ��094 IF SLL LOT SF LOT 5F F IL I� fi�2s IF Li LOT 1 LOT 12 L_ LOT 12 6LOT 7 LOT O q 6F '-- 6126 IF 6.541 IF 5,�. ,i 6,529 SF 312 SF 18.00, J Scale In Feet I — UGE �is sF SO O SO TOTAL ROW 15 O 15 UGEUGE UGE UGE UGE UGE U UGE UGE UGE UGE E E)z UGE UGE UGE UGE UGE p Scale In Meters LOT s AT- 1—1" CON — - r 1 M (2-#8 WI SAND 1-110 WIR v O _ - Y- 425 L � SERVICE PANE B(METER LOCH ED ON PANEL) S A, G o� o, I o I = = p FLY &TREE �+ UGE UGE UGE UGE UGE UGE UGE UGE UGE E UGE UGE UGE UGE UGE _ O I 0 C 'I` 1-1" NDUIT 12—$8 MIRES AND 1-010 WIRES) m r ' Issue Date:611612015 AB8.0 1 STREET LIGHT PLAN AS-BUMT AB8.0 SCALE:1'=50' 6n6�5 #14300 SIGN: R3-17,R7-1D SIGN: R3-17,R7-1D SIGN: �NO­EIP7.R7-1SKEW"NO PARKING"SIGN 45' SKEW"NO PARKING"SIGN 45' SKEWARKING"SGN 45'FROM FACE OF CURB(TYP.) FROM FACE OF CURB(TYP.) 4"YELLOW SOLID LINE MARK A. SOLIDLINE(TYP) FROM AC F CUR TYP.) D d SIGN: R3-17,R7-1D SIGN: M4-6,13-91,R7-1D 4"YELLOW DASHED LINE(TWLTL)(9' I CHANDLER SKEW"NO PARKING"SIGN 45' SIGN: R3-17,R7-1D DASH 15'GAP) 8"WHITE LID + No. 951BES FROM FACE OF CURB(TYP.) SIGN: W1-1L SKEW"NO PARKING"SIGN.) SIGN: R3-17,R7-1D I LINE(TYPoy9� �fCISTEQE� \ ROM FACE OF CURB TYP. CSTREET (E ement #2269584> FROM FACE OF CURB(TYP.) M17 • 6"WHITE SOLID YELLOW CURB P _ _ _ Sheet 41 of 42 LEGEND _ 8"WHITE SOLID - J,6' 8"WHITE SOLID LINE TYP C m a G 24"YELLOW SODD AT SPACING • G rrxcr o 01 I\m STREET LIGHT - 25' BRONZE "r SIGN: M4-6b,R3-9b WITH 150 WATT HEAD AND 25'SPACING I C m. STREET LIGHT - 25' GREEN I` � I � $�, WITH 250 WATT HEAD F. 24"WHITE SO ID LINE (0 _ -1 24"WHITES D DNE m' c BOLLARD LIGHT - VRB110OPMHBL-HS -tL �` of of �� ,off n� •R-tL _N NN 11N aN aH NN LOT 7 ` ° BY KIM LIGHTINGo3 oN o$ og o$ om oa - 0) U 6,7fi6 9F CI n SKEW"NO PAR 4°DOUBLE YEL W SOLID LINE �' •n m FROM FACE 0 4"DOUBLE YEL OW SOUD�UNE "' O � 9- -------------------- STREET LIGHT - 38' GREEN POLE (TYp) m WITH 250 WATT HEAD • 7-iL •R-1R C m -1 0 -9i PROPERTY BOUNDARY LINE W —SURROUNDING PROPERTY LINE -A—R7-1L R7 11R• •R7-1L R7-1 RJ R-1R• •R7-1L 0 SETBACK LINE I • I e EASEMENT LINE B• e2os IF ��"O PROPOSED CURB AND GUTTER - I •R7-1R R7-1L• III II •R7-1R ' R7-IL 419'IO^/9188FT• •R7-iR R7-1L• •R7-1R srov/smFci � III III II III • PROPOSED SIGN — PARK a-- I R 4IIIIII -BARS PA K'3B� _ PARK 3 A \ n • i 5, f 2,971 IF 1 IF ®� 90, BICYCLE PATHWAY INSTALL 10'WIDE SIDEWA -1 p A • -1 7-1 y COB STD. DWG NO.025 COB STD.DWG NO.0 529-15 _ ALONG ALONG PARK COB STD, WG N0.02529-15 INST LL 10'WIDE SIDEWALK PER Q • 7-1 ALONG PARK C STD. DWG NO.02529-15 SKEW"NO PARKING" N 45 W16-7P AND WIi- ALONG PARK FROM FACE OF CURB ) LOT 6 LOT 7 LOT 6 LOT 7 LOT 6 LOT 7 LOT 12 LOT 1 5.829 F 3,829 9F 5.694 F 5,fi94 F 5,894 IF 5,04 IF 5,69{Bf LOT F F•1 SIGN: RI-IL SIGN: R7-IL SIGN: R7-1L SKEW"NO PA KING'SIGN 45' SKEW"NO PAR NG"SIGN 45' SKEW"NO PARKING"SI N 45' FROM FACE O CURB(TYP.) FROM FACE OF URB(TYP.) FROM FACE OF CURB(YP.) LOT 5 LOT 8 LOT 5 LOT 8 LOT 5 LOT 8 LOT 11 LOT 2 5,629 IF 5.629 IF 5,894 5F 5.894 IF 5.894 9F 5,694 IF 5,—IF 5.694 F Vl I✓l LOT 4 � i 5,829 IF � 5.894 IF LOT 3 5,fi°94 SF 5,894 IF 5.—5LOT 4 LOT 9F 5.—LOT 150 5,894 F LOT O 3 LOT 3 LOT 10 LOT 3 SOg 0 LOT 9 LOT 4 S 5.-F 5,-5F 5.894 IF 5,694 5F 3.114 9F O LO(2 1 LOT 11 LOT 2 LOT 11 LOT 2 � LOT 11 LOT 8 LOT 5 F 5,894 BF 5,894 9F 5,694 IF 5,694 IF 5.894 IF 5,894 IF 4001�; 44, Li LL 12 6LOT 1 LOT 12 LOT 6 • 1R 6L 14 IF 6.44.OT 1 LOT IF -1 •7 1 R •526 IF 6.541 F BLp5 F B,p5>9 F 9-IF 5,794 5F � /I •7-iL • • -1L iR • -1 1R 18.00' • x Q . - - IF - M I • • - rcrismtzn R7-iR• • 2o2>B N F TOTAL ROW 5 I 7-1L • - R7-1 •srtv/srxrr• • - • _ W LOT 1 5.456 F o$ oN �oN oN oM oN o8 oA om oN oN oN a8 on < SLOT 2 Scale In Feet , 3 h IF 50 0 50 I O 15 14 0 15 Scale In Meters NE mm `;� o3N oe oY •7-1 iR •7-1 I 113 I 81"N ( �DD I R7-lR• O • • R7-1R• ^ •R7-1L 24" ITE L •R7-1R •R7-1L SOLID LINE R7-iR• (TYP) - - _ - A LY T R E-E-T-` W16_7o a^n DOUBLE YELLOW SOLID LINE H/ R7-11T• •R7-1R R7-1L•s A-- 7-1R R7-1L• •R7-1R R7-iL•s�/s�>• � Issue Date.6/16/2015 Wi -7P AND W11-2 •7-1 I 1L +i I W16 7P AND W11-2 I NOTES F-.0+00.00 wli 1L 1. FOR SIGNAGE STANDARD DETAILS SEE:FEDERAL HIGHWAY ADMINISTRATION'S MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES �. wuM ■O IN L TRANSVERSE EDITION. / ae I • o on om N N oN • • 08 S N N N N ^n �� 2. ALL TRANSVERSE MARKINGS,WORDS AND SYMBOLS AND 8" OR aT¢�o m h �m �N o� o$ LARGER LANE LINE PAVEMENT MARKINGS SHALL BE INLAID i THERMOPLASTIC. 3. ALL NO PARKING CURB PAINT AND 8" OR SMALLER LANE LINE STRIPING AND SIGNAGE PLAN A►S—BjJ�.'I' PAVEMENT MARKINGS SHALL BE EPDXY PAINT. B9.0 A SCALE:1"=50' 646/� #14300 �a MARK A. -9 CHANDLER No. 951BES 0 0�9� FinC l STEQ4. �O REMOVE EXISTING STOP SIGN REMOVE SIGN:W1-1L AND 2r STOP LINE Sheet 42 Of 42 LEGEND I — U � UGE UGE UGE UGE EE' L m E. STREET LIGHT - 25' BRONZE WE ABCOCK STREET WITH 150 WATT HEAD STREET LIGHT - 25' GREEN c WITH 250 WATT HEAD com' c a o MECHANICALLY GRIND OUT AND REMOVE ► 7J m BOLLARD LIGHT - VRB110OPMHBL-HS 0 _ _ _ E BY KIM LIGHTING Q m&` a �a STREET LIGHT - 38' GREEN POLE J A R m WITH 250 WATT HEAD LOT 7 W 9 o)1 m f 6.7N SF PROPERTY BOUNDARY LINE oN � O / W SURROUNDING PROPERTY LINE SETBACK LINE ` EASEMENT LINE PROPOSED CURB AND GUTTER sroP�,�F: PROPOSED SIGN 1 STRIPING AND SIGNAGE DEMOLITION PLAN 90, BICYCLE PATHWAY AB9'1 SCALE:1"=50' a aH SIGN: 3-17,R7-1 SKEW NO PARKING-SG 45' FROM ACE OF CURE TYP.) 8"WHITES LID INSTALL YIELD LINES O SIGN: R3-17,R7-1D LINE(TYP 'ROM FACE OF CURB(TYP.) 8" WHITE SOUD LINE WEST BpABCOCK STREET 4" DOUBLE YELLOW SOLID Q INSTALL LEFT ONLY LANE SYMBOL r^J INSTALL STOP SIGN 7 LOT 7 W 1O o 86 SF {� FW7 o� a STALL 24" WHITE SOLID N � J O OP LINE / W 2 STRIPING AND SIGNAGE PLAN AB9.1 SCALE:1"=50' W Scale In Feet N 50 0 50 OM�.y� h+�l 15 0 15 Scale In Meters O zz Issue Date:611612015 1.NOTE 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. 3. ALL NO PARKING CURB PAINT AND 8" OR SMALLER LANE LINE JAS-BUMT] PAVEMENT MARKINGS SHALL BE EPDXY PAINT. L ML MC W iW JJ #14300