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HomeMy WebLinkAbout1.2-7395 PH 1 - 3REVIEWED BY. DEPUTY PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE STUART PATTESON, RICE 44898 APPROVED BY.* L PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE GREGG R. STRAKALUSE RCE 58663 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN A LAMPHOLE AT CENTERLINE INTERSECTION OF SOUTH HEATH ROAD AND STOCKDALE RANCH DRIVE. ELEVATION =350.15 (CITY DATUM) PER PARCEL MAP 12062-2 MONUMENT ELEVATION MAP. BASIS OF BEARI.NGS: THE BEARING OF S 76'D2747" W ALONG THE CENTERLINE OF STOCKDALE RANCH DRIVE AS SHOWN ON PARCEL MAP �12062-2, RECORDED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGE 153, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL DESCRIPTION; - LOT 3 OF LOT LINE ADJUSTMENT NO. 20-0318 AS EVIDENCED PER CERTIFICATE OF COMPLIANCE RECORDED APRIL 1, 2021 AS DOCUMENT NO. 221060662 O.R., ALSO BEING A PORTION OF THE NORTH HALF OF SECTION 4, TOWNSHIP 30 SOUTH, RANGE 26 EAST, M.D.B.&M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. uj uj 0 D D 0:J Ln I Z CD z 01W uj uj z > > UJI0 STOCKDALE HIGHWAY uj uj < 3:: m 0 I z U=j < uj 0 > Li 0 :2 ui z S21 z j ui < > �s7r_no RANCH < 4' 0 PROJECT z =1 SI TE rn I Ilk 0 V) T CRO VALLEY CANAL SECTI ON 4 SECTION 3 Mu"INITY MAP A rl� III i X11113-110- M, AL me TMH- TOP OF MANHOLE ELEVATION TCO- TOP OF CLEANOUT ELEVATION INV.- PIPE INVERT ELEVATION (E,S,N,W)- (EAST, SOUTH, NORTH, WEST) P.V.C.- POLYVINYL CHLORIDE MAIRS DRIVE = APPROXIMATE LENGTHS, CONTRACTOR PHASE 1 SHALL VERIFY ALL LENGTHS PRIOR TO ROPER COURT BIDDING THIS PROJECT R.C.P.- REINFORCED CONCRETE PIPE R.G.J.- RUBBER GASKET JOINT CB- CATCH -BASIN SHEET No.INDEX (I) TITLE SHEET MANHOLE STANDARD NOTES SEWER PHASE 1 CLEANOUT CARNABY STREET SEWER MAIRS DRIVE DRAIN MANHOLE PHASE 1 TEMPORARY SEWER CLEANOUT W/NUMBER ROPER COURT SD#12 TRIS LANE DRAIN MANHOLE W/NUMBER PHASE1 CB#12 MUSCATINE LANE BASIN W/NUMBER PHASE 1 SEWER CHLOE COURT CK> SHEET INDEX NUMBER MANHOLE SS# 12 SEWER MANHOLE W/NUMBER CLEANOUT CO#12 SEWER CLEANOUT W/NUMBER DRAIN MANHOLE TCO# 1 TEMPORARY SEWER CLEANOUT W/NUMBER CATCH SD#12 STORM DRAIN MANHOLE W/NUMBER U) c) CB#12 CATCH BASIN W/NUMBER PHASES 1 AND 2 MAIRS DRIVE CONDON COURT PHASES 1 AND 2 MUSCATINE LANE CD PHASES 1 AND 2 CHLOE COURT 00-11 PHASES WILL BE CONSTRUCTED SEPARATELY IN SEQUENTIAL ORDER. MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. SEWER 8" SEWER MAIN 6" SEWER MAIN 4" SEWER MAIN (LATERALS) SEWER MANHOLES SEWER CLEANOUT SEWER CLEANOUT (TEMPORARY) TIE—IN(S) STORM DRAIN 24" R.C.P. STORM DRAIN 18" R.C.P. STORM DRAIN TYPE "A" CATCH BASINS 48 f$ 0 STORM DRAIN MANHOLE PHASE 1 3,200 LF 362 LF 2,445 LF 14 EA 2 EA 3 EA 1 EA a 01 1,378 LF 473 LF 6 EA 13 EA PHASE 2 1,003 LF 456 LF 1,477 LF 7 EA 2 EA 0 EA 3 EA TOTAL 4,203 LF 818 LF 3,922 LF 21 EA 4 EA 3 EA 4 EA TOTAL 1,378 LF 473 LF 6 EA 13 EA 1�� w EXISTING SUMP :> - 0 EX EX :s 1z --" - " SD#7 13 'D ,P, 14 D D#8 5 D 16 c A EXISTING SEWER MANHOLE z EXISTING SEWER CLEANOUT 0 EXISTING STORM DRAIN MANHOLE EXISTING CATCH BASIN PROPOSED SEWER MAIN U) c) PROPOSED STORM DRAIN XS EXISTING SEWER MAIN w w _j u)- mwf-- <ZC/)W§< w 0 w W cl) C-) U- EXISTING STORM DRAIN 1�� w EXISTING SUMP :> - 0 EX EX :s 1z --" - " SD#7 13 'D ,P, 14 D D#8 5 D 16 c A 27 "A A 60 28 A --ol 30 29 s 61 �x .1.00- 31 SS#18 62 9 s c 0 3 - 65 64 63 38 68 67 66 SS#17 35 36 37 9m 32 33 34 p10GW Et�l "S\ID -N- K 112104�,& SCALE: 1'=200' (j) z U_ 0 0 w 0 cn 0 w I.- cn 0 _:� 0 0 m z a w < Z cn w U) Z a: �- wwwcow <-W (f) m m z li­- w 1-_ cl w _j �_ 0 >- 0 X _j LL Z CL :2� (L < z - 0 V') cv) W% P Z W W M 0 w=<Zw0wmwp WC/)MWZ > < 1:0 F_ U) c) U) LL_ F- r 0 z -j w C6 0 0 cr- - 0 zwww 0<=)(DER ME z m 0 c: ui z L_ w w _j u)- mwf-- <ZC/)W§< w 0 w W cl) C-) U- 0 !t: C\j w -Fu c'? z 1-_ 0 W w 0 u- a t= =) Z �_ 0 3: < --:) Z C-) w wm009w wwo c) Q0 <0wmPr9Twm 0 Z a. < - I_ �_ m - 0 �_ cl z i:_wza w '�: 0 U) W LL ! 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UJ W CL Z: Ej m 0 V) < U -i U -J I.- z CD > __j < e-%Zv)o— _3 z W'-, < 0 W:D uj xwm CO Q_ 0 '—, a— - < cr I U) (f) <:m 0 0 0 (n m — w z 0 < Li ui W cr- Lj _j < < m— __jo�—ww �_00<mwmo 27 "A A 60 28 A --ol 30 29 s 61 �x .1.00- 31 SS#18 62 9 s c 0 3 - 65 64 63 38 68 67 66 SS#17 35 36 37 9m 32 33 34 p10GW Et�l "S\ID -N- K 112104�,& SCALE: 1'=200' (j) z 0 AT 5/02/202 J:E 2 0 a: PEA B No. 3208B 41 c - Q) SHEET E 0 E co 0 h I -N to COB RECORDS No. 0 IF 91 SHEETS It L_ AiNiLlIzu, =001to" ID I 0IN1511 �� - i m F-- x I w1k, F11,111TAINSIEN SWISNFAIIIFMILL�. NOUN li latim"I Ivilaimm-m-bi A I 191 ii I wa w w w w w 1 Lei 12,12 ON a MIN 5 w COB SIEWIER SPECIFICAMNS 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO DIVISION 2 OF THE PROPOSED CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED NTH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. 3. POLY VINYL CHLORIDE PIPE (PVC) 30. MATERIALS: PIPE AND FITTINGS FOR PIPES LESS THAN 18" IN DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION D3034 FOR SDR 35. PIPE AND FITTINGS BETWEEN 18" AND 48 IN DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION1 F679 FOR PS 46. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. 3b. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. 3c. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR 11 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE FOR BEDDING AND HAUNCHING. ONLY CLASS I OR 11 EMBEDMENT MATERIALS WILL BE ALLOWED IN THE REMAINDER OF THE PIPE ZONE. 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT-OF-WAY LINE. 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE PER PROPOSED C.O.B. STD. DWG. SW -1, UNLESS OTHERWISE NOTED ON PLANS. 6. WYE -FITTINGS SHALL BE INJECTION MOLDED IN-LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23* AND A MAXIMUM OF 45* ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. 8. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROPOSED C.O.B. STD. DWGS. SW -2, SW -3, SW -4, AND SW -6 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROPOSED C.O.B. STD. DWCS. SW -5 AND SW -6. 10. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH DIVISION 2.3 OF THE PROPOSED CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. 11. CONTRACTOR SHALL STAMP AND "S" INTO CURB FACE OVER EACH SEWER LATERAL. COB SEWER SPECIFICATIONS (COWT) 11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360* ' IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. COB STO R IN NOTES - 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. COB TRENCHING NOTES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT-OF-WAY SHALL BE BACKFILLED AND COMPACTED PER THE, PROPOSED C.O.B. STD. DWG. ST -12. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE PROPOSED C.O.B. STD. DWG. ST -11., 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 17o. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH THE PROPOSED CITY OF BAKERSFIELD STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. ad its LO U) te% !�R ui z o c\l ui cl� > T_ ILO C) -a Q0 0 (1) tr-, 08 (1) U) (!) p U z ) < W (0 ozsW cy) z a) c) L_ I": 4-1 U) CN z-I.- cy) LJJ UJ C'4 F- C) C) 0 CL L CITY STANDARD PLATES U) 1. THE FOLLOWING PROPOSED CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF FROM THE CITY OF < BAKERSFIELD PUBLIC WORKS WEBSITE.) w CI TY STD. No. DESCRIPTION Q SW -1 SEWER LATERAL SW -2 MANHOLE X MANHOLE STANDARD NOTES < U) < El MANHOLE DROP CONNECTIONS 0 SW -4 MANHOLE SIZING CHART U) < SW -5 SEWER CLEANOUT SW -6 FRAME AND COVERS FOR MANHOLES AND CLEANOUTS SW -7 LATERAL CONNECTION TO EXISTING SEWER MAIN U) SW -8 PIPE BORE WITH CASING 0 ui El SW -9 SEWER LATERAL REPAIR u") 0 El SW -10 DRY SEWER HOUSE CONNECTION 0) z 0 0 06 D-1 INTENSITY VS. DURATION CURVES D-2 RATIONAL METHOD URBAN RUNOFF COEFFICIENTS D-3 CHANNEL PROTECTION D-4 CHANNEL PROTECTION D-5 NATURAL CHANNELS 41 a) q) D-6 CONSTRUCTED CHANNELS I_- cn D-7 BANK DETAILS FOR CONSTRUCTED CHANNELS 0 D-8 BANK DETAIL FOR LINED CONSTRUCTED CHANNELS (y 3� El D-9 DRAINAGE BASIN (n I co D-10 DRAINAGE BASIN OUTLET STRUCTURE D-1 1 TEMPORARY DRAINAGE BASIN D-12 CHAIN-LINK FENCE D-13 CHAIN-LINK CATES D-14 CATCH BASIN, TYPE "A" 0 4 1 D-15 CATCH BASIN, TYPE "A-11' M U) z 0 El D-16 JUNCTION BOX C/) D-17 GUTTER DEPRESSIONS U) D-18 PIPE SADDLE DETAIL C DATE 5/02/�022 0 El D-19 CONCRETE PIPE COLLAR TRANSITION FROM P.V.C. TO R.C.P. E PA JOB No. 3208B 41 SHEET E D-20 SIDEWALK UNDERDRAIN 0 ST -11 PAVEMENT PATCHES ST -12 TRENCH BACKFILL AND COMPACTION REQUIREMENTS co 0 3 19- -3 COB RECORDS No. OF 9 SHEETS -:� I Lu U - 0 w w CL Z w z ui L) U) > w w n 0 LL LL Of IL CITY STANDARD PLATES U) 1. THE FOLLOWING PROPOSED CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF FROM THE CITY OF < BAKERSFIELD PUBLIC WORKS WEBSITE.) w CI TY STD. No. DESCRIPTION Q SW -1 SEWER LATERAL SW -2 MANHOLE X MANHOLE STANDARD NOTES < U) < El MANHOLE DROP CONNECTIONS 0 SW -4 MANHOLE SIZING CHART U) < SW -5 SEWER CLEANOUT SW -6 FRAME AND COVERS FOR MANHOLES AND CLEANOUTS SW -7 LATERAL CONNECTION TO EXISTING SEWER MAIN U) SW -8 PIPE BORE WITH CASING 0 ui El SW -9 SEWER LATERAL REPAIR u") 0 El SW -10 DRY SEWER HOUSE CONNECTION 0) z 0 0 06 D-1 INTENSITY VS. DURATION CURVES D-2 RATIONAL METHOD URBAN RUNOFF COEFFICIENTS D-3 CHANNEL PROTECTION D-4 CHANNEL PROTECTION D-5 NATURAL CHANNELS 41 a) q) D-6 CONSTRUCTED CHANNELS I_- cn D-7 BANK DETAILS FOR CONSTRUCTED CHANNELS 0 D-8 BANK DETAIL FOR LINED CONSTRUCTED CHANNELS (y 3� El D-9 DRAINAGE BASIN (n I co D-10 DRAINAGE BASIN OUTLET STRUCTURE D-1 1 TEMPORARY DRAINAGE BASIN D-12 CHAIN-LINK FENCE D-13 CHAIN-LINK CATES D-14 CATCH BASIN, TYPE "A" 0 4 1 D-15 CATCH BASIN, TYPE "A-11' M U) z 0 El D-16 JUNCTION BOX C/) D-17 GUTTER DEPRESSIONS U) D-18 PIPE SADDLE DETAIL C DATE 5/02/�022 0 El D-19 CONCRETE PIPE COLLAR TRANSITION FROM P.V.C. TO R.C.P. E PA JOB No. 3208B 41 SHEET E D-20 SIDEWALK UNDERDRAIN 0 ST -11 PAVEMENT PATCHES ST -12 TRENCH BACKFILL AND COMPACTION REQUIREMENTS co 0 3 19- -3 COB RECORDS No. OF 9 SHEETS -:� I CONSTRUCTION NOTIES 0 INSTALL SEWER MANHOLE 0 INSTALL SEWER CLEANOUT 0 INSTALL SEWER 3: INSTALL STORM DRAIN 0 INSTALL STORM DRAIN MANHOLE j �- V) V) INSTALL TYPE "A" CATCH -BASIN uj V) PROPOSED STREET RIGHT-OF-WAY C) 00 PROPOSED STREET CENTERLINE 0 n CD 00 PROPOSED PHASE LINE W- PROPOSED WATER -XS- - - EXISTING SEWER -XW- - - EXISTING WATER - EXISTING STORM DRAIN - EXISTING EDGE OF PAVEMENT 24 23 w SID STORM DRAIN STATION SS SANITARY SEWER STATION PL PROPERTY LINE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 4.5' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. C-4 0 0.) m m: m CD (0 ,Nd- m a-, r": r� ui ++ V) 00 V-� 6 V) V) S()19'5dl-u + NNNNNNNNNNNNNN� S S06.0112 4-1- 06* 10+33,.31 14- 110 m LLJ 110 W %Z _J 0 c) Z: 3: C)C> 8 VC SEWER @ 0.35% CD CD j �- V) V) Vi Lri 7) 4mm ++ MCD uj V) 00 V) C) 00 23 w SID STORM DRAIN STATION SS SANITARY SEWER STATION PL PROPERTY LINE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 4.5' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. C-4 0 0.) m m: m CD (0 ,Nd- m a-, r": r� ui ++ V) 00 V-� 6 V) V) S()19'5dl-u + NNNNNNNNNNNNNN� S S06.0112 4-1- 06* 10+33,.31 '�- CONSTRUCT 14.2± L.F. 0 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.35% 18" INV S= 335.14 335.09 STORM DRAIN SEC11ON N.T.S. 14- 110 m LLJ 110 W %Z _J c� -4- M 110 w _j 8 VC SEWER @ 0.35% -i -i j �- V) V) 00 0 -Jv) 7- Z C�_ C) 00 C-4 0 n CD 00 _b 0 CN 'q- -.4- n rox w ui Ui 04 PO C)u 0 ui C14 OX C) ui _J _j _j ��10 0 < n %,--,C:) a L(i M PO PO z z: 0 LLJ coz 00 T-- 0 z< 00 0 11 11 -i i 0000 C) 00 w 11 11 _j _J 5' 4.61 cr- a- 0 Gi a (D LO -4- cn 'r­� PO U) ui L6 L0* w z (3 6 5' o cd M 6 5' 0 C-1 + C14 + PO V) + n .340 340 0000 LLJ + + IN '�- CONSTRUCT 14.2± L.F. 0 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.35% 18" INV S= 335.14 335.09 STORM DRAIN SEC11ON N.T.S. U3 IN 12+45.81 11 +21.50 CD S00"l 6'02"W _b t Lot C) IN ,,I N00*1 6'02"E 14- 110 m LLJ 110 W %Z _J 0 -4- M 110 w _j 8 VC SEWER @ 0.35% -i -i j �- V) V) U-) 0 -Jv) 7- Z C�_ z: C-4 0 _b 0 0 r -(n = q -z: z rox w ui Ui Of ui C:) 5<- < CD Ld C)u 0 ui - C)v) C) V) 0 -r OX C) ui < _j ��10 0 < 00 v__ �: ui %,--,C:) a L(i M 0 v- w z z: 0 LLJ coz 00 T-- 0 z< 00 0 < m 0000 C) 00 w C) L0 C:) c -4 '_-, m 04 LO UJ 3 o) LAJ a (D LO -4- 0000 Of c� (3R 'r­� PO (,i w r- r_� ui L6 L0* w LO* + ui + CJ n (6 0 V) v- C14 + V) ++ V) C) 0 ++ T- v- + + C14 + PO V) + n .340 340 0000 LLJ + + IN CN V) Z w po V) V) V) ui + im V) V) V) I 04 v -'r- cn V_ (/) (1) > V_ w w 3 V) V) w w W 0 g LL w 0 < 0- . ... ' * * * * * * ' ' * * 18" INV S -W= - ... ................................ ....... ............. ..... ............. ........ .......... ... 18,,*I�V*N�=* * * ' ' * * * * * * . . . ' * * * * * ' ' . . ' ' * * * * * - - - - - 24' INV E-' W=' .................. .................. V_ 11 24)''INV S= 1* 1. /--7-335.03 334.80. 04 334.-19 -1 1. 336 336 1 W [-4' TYP V) V) .......... A- .............. .. .............................. I ............ ..... ............ EX 30" INV E -S= ....... . f 8" INV 's-* W= - ........ .... 334.94 E U3 IN 12+45.81 11 +21.50 CD S00"l 6'02"W _b t Lot C) IN ,,I N00*1 6'02"E ... . ........... ........... .. C) .. .. . .. . .. . ........... ........... .. U) C13 4' TYP -T+ V) V) (0 F- C-) 0� V) 4 3 m 4 too z4tz Ld oc'y'� _j S'T 0 C6 r 00 04 Z n + CD Sv- C14 + ro cm 'm V5 0 mi I 0 20 40 80 HORIZONTAL: 1 " =40' VERTICAL: 1"=4' 14- to 11 �- t4lb: ift� LLJ INSTALL 39.7' L.F. 0 -4- M ui 0 8 VC SEWER @ 0.35% INSTALL 83.0' L.F. r8" PVC SEWER @ 0.25% C'f U-) C:) z: z: C�_ z: C-4 V) _b 0 mi) 7 (N 0 zfl= ui F- Of ui 0 0 U-1 C)u 0 ui - C)v) C) V) 0 -r rl- V) 0 U -j 0 _j 0 _j ��10 0 57< (F- n _r c) Z 0 2: a: �0 z ujo m %,--,C:) a L(i M C) _r z z: 0 LLJ coz 00 T-- 0 z< 0 27 C� + < Qcq Z LO+ < < m w LO C:> M '_-, m 04 0 co It 0) w . a (D LO -4- 0000 Of c� (3R + v L6 LLJ . i -) 0.)a) 3: LO U uJ a C) w r- r_� ui C5 V) 04 C-4 UW) 00 00 LLJ ... . ........... ........... .. C) .. .. . .. . .. . ........... ........... .. U) C13 4' TYP -T+ V) V) (0 F- C-) 0� V) 4 3 m 4 too z4tz Ld oc'y'� _j S'T 0 C6 r 00 04 Z n + CD Sv- C14 + ro cm 'm V5 0 mi I 0 20 40 80 HORIZONTAL: 1 " =40' VERTICAL: 1"=4' 11 CD V) C:) x C:) LLJ C) lz� LO + Lo n 0) T-- + U) Ui 110 i PiK 0 Ln C:> X C) uJ ui U) r-� + V_ +0 4- V) LLJ > 00 (0 1� LID C14 Lli Ld Lli < Lu V) INSTALL 202.9' L.F. \1 8" PVC SEWER @ 0.25% LLJ _j 0 14- to 11 �- t4lb: ift� LLJ INSTALL 39.7' L.F. 0 -4- M ui 0 8 VC SEWER @ 0.35% INSTALL 83.0' L.F. r8" PVC SEWER @ 0.25% INSTALL 207.9' L.F. 8" PVC SEWER @ 0.25% U-) C:) z: z: C�_ z: C-4 V) 0 m 11 uJ or- ui -0j F- -J ui F- Of ui UJ __j F- 0 _j �-- :D UJ (n (n wof _1 0 - C)v) C) V) 0 -r rl- V) 0 -C) V) 0 V) :r 57< (F- n _r c) Z 0 2: a: �0 z ujo m 0.)z m m 0z a z z: 0 LLJ coz 00 T-- 0 z< < :2 ��o < M < m w LLJ V) 0C) c) 0 C)o w c) 0 . 0 co It 0) w . a (D LO -4- 0000 Of c� (3R 0 LO co CD 00 OR q v L6 LLJ . i -) 0.)a) 3: LO U uJ a C) w r- r_� ui C5 V) 04 C-4 UW) 00 00 LLJ ui + CJ n (6 0 V) v- C14 ++ V) + + ma) CD 0 ++ V) C) 0 ++ T- v- ++ 04 N + C14 + PO V) + n .340 340 ..... . .................................................................. Z w �V) V) V) V) C) (n V) V) V) I 11 CD V) C:) x C:) LLJ C) lz� LO + Lo n 0) T-- + U) Ui 110 i PiK 0 Ln C:> X C) uJ ui U) r-� + V_ +0 4- V) LLJ > 00 (0 1� LID C14 Lli Ld Lli < Lu V) INSTALL 202.9' L.F. \1 8" PVC SEWER @ 0.25% LLJ _j 0 14- to 11 �- t4lb: ift� LLJ < 00 U) 0 -4- M ui 0 C:> V) :E 0 < U-) C:) z: z: C�_ z: 04 V) to C) C%4 (.0 CC' C4 04 Ci vi n 6 q; q; co (D W 0i 0; r- r--. CONSTRUCT 14.2± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.35% 18" INV S= 335.08 N V N = 24" INV E -W= 335.03 N= 334.53 rB"N STORM DRAIN SEC11ON ij N.T.S. 2 III-- PO n 11 �- Z*z i2lo to 11 �- t4lb: ift� U-) :qk W I- LLJ -J -OJ - F- Ld -i -J ui 0 V) C:> V) :E 0 0 :E C> z: C:) z: z: z: z: r- 0 (D to C) C%4 (.0 CC' C4 04 Ci vi n 6 q; q; co (D W 0i 0; r- r--. Vi C'� C-4 04 C-4 (L LL + + ud + + + + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m 00 CONSTRUCT 25.9± L.F. 1 18" CL -3 RCP w/RGJ 18" INV S -W= STORM DRAIN @ 0.23% 334.99 18" INV N= I /� 1 335.05 I \__I_§: INV= 2j4E":lN:V:N:-:E=A 0 335.0± 334.49 \K__�jWIR INV= 332.4± rC"***N STORM DRAIN SEC11ON Q"J N.T.S. STORM DRAIN TABLE SD LINE BEARING SI)l S09*09'56"E SD2 N82*03'43"E SD3 N02003'26"W SD4 N77*48'28"E SD5 Sl 0"07 1 U- ui U- ww z w w -� 1- 0 ao ;2� (L < z C) z I= Lu = 0 wwl!E20w>mwP p ul I.- r 0 2 ::� w'- (6 6 zowffiRog<50E W W m M Z M m T w ow L<L LLJ m'w' '�- a 0 L' <w z Z'0- 0 w a- 0 0 0 LLI g D CL/L), < 0 aw Fm- �- mP 9;!�w § z a < M 0 - �L- 00 <z C>,Q-,LLL), "6 ww iyx 0. 2) co) c,6 m z 0 6 g 0 COL % 6 z 0 3: W F/5 2 3: d w 0 - 0 IL ui w �- > 0 C;/) mw: am) ww cc� z< N w wm Iz-- 2 2 ;� 1) ('9 (1) 23 0 0 Wm ILL az z w a 0 < w 0V w z a:: cwl) 0 z > w 1— 0 0 z z CW"- (0) z< < Z w 8 0 L:LJ: 00 zw i=_ 0 , (zo 00" - <z cu -J) < Z W 3:1 M --ZWWO 0 W F- W Z Z U_ w § 0 9 w u- a- Lij (0 � 0 ct) W D < C-) Z 0 cl) w z 0 a- F- < cw-) Lu w > 0 CO Z z a mui 6 C=13 Lu I < Ow Ell z I— :F 5; < 0 3: c' --ij 06 LUL) ui 0 0� >w < z X: W cf) 0 ca 2 z > cl) w < . ui Lu 8�;Nwt6s22W2 mwoujz-j 0§00 <w_J_'wc_) (L F - w ui 0 w z cl) �- U) w 0 i Lu Z =) c a- c-) o it < M ;,ZINSTALL PIPE SADDLE PER C.O.B STD. DETAIL D-18 15 (NNNj z C) c1l) (y) 0-) LO (0 U) cu C:) 0 'E - Lu z 0 >_ !t-- C'4 UNNI cv� > V_ (NN) Q0 .75 X 0 4- 06 cl) < Cf) L_ ILL a) cy) _�d ca m C'4 uJ (.0 ozs uJ (1) ce) Z a) q .�= r..� ci) c'J Z cy) uJ uwj C'4 F_ C) w 0 c\l 0 CL q L R * k 4't to 0 ui > ci b- NNW < (y) > r7) �_A TA 00 CIO ui (n W U) Ln z PHASE 1 < L I I 0 20 40 80 w HORIZONTAL: 1"=40' U) VERTICAL: 1"=4' INSTALL 346.7' L.F. INSTALL 91.7' L.F. 8" PVC SEWER @ 0.25% 8" PVC SEWER @ 0.25% LO 11 co 11 r- 11 00 11 �- 00 cr) LJ Of LLI W LAJ cy) U) c) 0 0 0 C) z: m: C:) M m C) z: -r c 0 co z: z: .0 vi ; M 40 < < < < 0 C:) It V) 7-4-6 00 r-) x C5 x -7"4- ci C) > ,n c-1 4(6 LAJ vi o6 + T_ , 3:: 0 C) Lij co + + uJ + + 00 En + + 00 +00 0) C) V_ oo v- � T' - Cl V) CN V) V) 0 V) (n (n 11-1 0 348 ........... ........................ ........................................... . .......... 111-348 348 ...................... ......................................................... ................................................. 348 /V * * * * ' * zl�_ >51 A IN - 0 A30 Vf APIOR041WA /T Rf SIGN GRADf 0_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AND'ST01?1W*DRA1N Ago vi - />1 APPROXIMAAEVESIGN GRADF. 344 . ........ ............... .... .. A ......... . . ................... ..................... .... .... 344 344 .... ................. .............. Si-WER AND STORY DRAIN tK zol�� . �* * * * ' ----------- --------- X---- di 5 ----------- ----- 7 - - - - -- - 3: U) w ---------------------- C14 U) I . . . . . . . . . . . . . . . . . . . . . . . . . . (L LL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m 00 cr_ w 0 w 0 340 ....... * .... ................................ ....... ............. .340 340 ..... . .................................................................. Z w z w ................. '340 2 w (1) > w w 3 F- LL w w W 0 g LL w 0 < 0- R * k 4't to 0 ui > ci b- NNW < (y) > r7) �_A TA 00 CIO ui (n W U) Ln z PHASE 1 < L I I 0 20 40 80 w HORIZONTAL: 1"=40' U) VERTICAL: 1"=4' INSTALL 346.7' L.F. INSTALL 91.7' L.F. 8" PVC SEWER @ 0.25% 8" PVC SEWER @ 0.25% LO 11 co 11 r- 11 00 11 �- 00 cr) LJ Of LLI W LAJ cy) U) c) 0 0 0 C) z: m: C:) M m C) z: -r c 0 co z: z: .0 vi ; M 40 < < < < 0 C:) It V) 7-4-6 00 r-) x C5 x -7"4- ci C) > ,n c-1 4(6 LAJ vi o6 + T_ , 3:: 0 C) Lij co + + uJ + + 00 En + + 00 +00 0) C) V_ oo v- � T' - Cl V) CN V) V) 0 V) (n (n 11-1 0 348 ........... ........................ ........................................... . .......... 111-348 348 ...................... ......................................................... ................................................. 348 /V * * * * ' * zl�_ >51 A IN - 0 A30 Vf APIOR041WA /T Rf SIGN GRADf 0_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AND'ST01?1W*DRA1N Ago vi - />1 APPROXIMAAEVESIGN GRADF. 344 . ........ ............... .... .. A ......... . . ................... ..................... .... .... 344 344 .... ................. .............. Si-WER AND STORY DRAIN tK zol�� . �* * * * ' ----------- --------- X---- z 5 ----------- ----- 7 - - - - -- - 3: U) w ---------------------- U) I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m 00 0 340 ....... * .... ................................ ....... ............. .340 340 ..... . .................................................................. .................. ................. '340 ........... . ... ' * * * * * * ' ' * * 18" INV S -W= - ... ................................ ....... ............. ..... ............. ........ .......... ... 18,,*I�V*N�=* * * ' ' * * * * * * . . . ' * * * * * ' ' . . ' ' * * * * * - - - - - 24' INV E-' W=' .................. .................. 334.99 * 11 24)''INV S= 1* 1. /--7-335.03 334.80. 336 334.-19 -1 1. 336 336 1 18" INV N= .......... . .............. .. .............................. I ............ ..... ............ EX 30" INV E -S= ....... . f 8" INV 's-* W= - ........ .... 334.94 E SEE NOTE "A" (333.61) .334.991, -A 24" INV -S-W= 0 lit 18" INV N -E= 'W= . . . . . . . . . . . . J\ 2 I -N V N -Et .. . . . . . . . . 4" *IN*V*N* S_' . . . . . . . . . J\-2 7 . . . . . . . . . . . . . . . . . EX 36" INV W= . . . . . . . . . . . . . . 335:09 2-4 11\0 - -E- M - 334.49- 24" INV E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 334.53 334.94 . . . * * * * -0 INSTALL -PIPE SADDLE PER 334.49 334.38 8$3* INV N= _V�� 367 Ft0�N�-_ LI rJ (333.11) 77' (cpp, C. 0. B. STD. DETAIL D- 18 332 ............ 31.39 (333.69) ........... ......... 332 332 * ......... /V A . . . . . /V ........... 6- -�SEWER Lrl t A. 8" INV S=7-- iNSTALL 43.1±' L.F. 24 DATE 5/02/2022 EX' 8"LINV= CL -3 RCP w/RG-J STORM DRAIN @ 0.09% C tk i .. . . . . . 331*.49 tK . . . . 5b/ .. . . . . . . . . . . . . . . . (331,25) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B No. PA JO 3208B INSTALL 11 5.5± L.�. 24 INSfALL 266.4± L*. F. 24 SEE NOTE "A"'. INS*TALL j`90.1 ± LF. 24' INSfALL 94.0± L.�. 24 CL -3. 11 V CL -*3 RCP *w/RGJ, STORM* DRAIN* @ 0.09% CL-I -3 -RCP w/RGJ STORM DRAIN 4%' E SHEET CP wIRGJ STORM DRAIN @ 0.10 RCP w/RGJ STORM DRAIN @ 0.09% 1 328 ........... * ............................................................................... ... 328 328 .......... .................................................................................................................... 328 > 0 10+00 11+00 12+00 13+00 14'_+'OO 14+00 15+00 16+00 17+00 18+00 19+00 20+00 E I -- SEWER AND STORM DRAIN PROFILE NOTE A": EXISTING SEWER STUB, VERIFY EXISTING INSTALL 53.1± L.F. 18" SEWER AND STORM DRAIN PROFILE M' LOCATION AND ELEVATION IN FIELD, PRIOR TO CL -3 RCP w/RGJ STORM DRAIN @ 0.19% 0 'a� CONSTRUCTION AND NOTIFY ENGINEER IF THERE 04 ARE ANY DISCREPANCIES. COB RECORDS No. OF 9 SHEETS z 0 U) w w 6- -�SEWER Lrl t A. 8" INV S=7-- iNSTALL 43.1±' L.F. 24 DATE 5/02/2022 EX' 8"LINV= CL -3 RCP w/RG-J STORM DRAIN @ 0.09% C tk i .. . . . . . 331*.49 tK . . . . 5b/ .. . . . . . . . . . . . . . . . (331,25) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B No. PA JO 3208B INSTALL 11 5.5± L.�. 24 INSfALL 266.4± L*. F. 24 SEE NOTE "A"'. INS*TALL j`90.1 ± LF. 24' INSfALL 94.0± L.�. 24 CL -3. 11 V CL -*3 RCP *w/RGJ, STORM* DRAIN* @ 0.09% CL-I -3 -RCP w/RGJ STORM DRAIN 4%' E SHEET CP wIRGJ STORM DRAIN @ 0.10 RCP w/RGJ STORM DRAIN @ 0.09% 1 328 ........... * ............................................................................... ... 328 328 .......... .................................................................................................................... 328 > 0 10+00 11+00 12+00 13+00 14'_+'OO 14+00 15+00 16+00 17+00 18+00 19+00 20+00 E I -- SEWER AND STORM DRAIN PROFILE NOTE A": EXISTING SEWER STUB, VERIFY EXISTING INSTALL 53.1± L.F. 18" SEWER AND STORM DRAIN PROFILE M' LOCATION AND ELEVATION IN FIELD, PRIOR TO CL -3 RCP w/RGJ STORM DRAIN @ 0.19% 0 'a� CONSTRUCTION AND NOTIFY ENGINEER IF THERE 04 ARE ANY DISCREPANCIES. COB RECORDS No. OF 9 SHEETS CONSTRUMION NOTES 0. INSTALL SEWER MANHOLE 0 INSTALL SEWER CLEANOUT CE P INSTALL SEWER C:) INSTALL STORM DRAIN C>u) c)m INSTALL STORM DRAIN MANHOLE MAIRS INSTALL TYPE "A" CATCH -BASIN 00 Lf) r- u') cr_ PROPOSED STREET RIGHT-OF-WAY (SEE DRI VE 9 PROPOSED STREET CENTERLINE (0 fo 04 PROPOSED PHASE LINE W— PROPOSED WATER -XS- — - EXISTING SEWER -XW- — - EXISTING WATER - EXISTING STORM DRAIN -ZZL —,�L - EXISTING EDGE OF PAVEMENT C4 F W Uusc L i0o C:) C:> :2 (s, VC - C)0 L6 . x LO 0)0) w 39 01 ++ ui 01 07) 0) 01 0 1 V) lop 38 INSTALL PIPE SADDLE PER C.O.B. STD. DETAIL D-18 37 lop 0) 01 SID STORM DRAIN STATION Ss SANITARY SEWER STATION PL PROPERTY LINE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 4.5' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. -ft. ft. F_ xz c)01 Lr5c) �� 0 U-; 0c) 0+ L6 C:� 0 + 00 ,._ V) (/i 32 ft. , ft. C) V) 0 0m < M C*4 C4 w o6o6 Gi C)b 3: + + Lu L" 31 V) U) I U I 11 08.2 '5 '24 :Z� '01,01y Zo 12 Z C�) 0 tit:: CD C) Lu _j 00 0 z C'4 < C6 + :m c, + C> 4k CF) 00 r4k uJ of uj �_ CE P u_J -j C:) __j OV) o Om C>u) c)m 0 MAIRS 'F:7 00 Lf) r- u') cr_ A .................. />1 (SEE DRI VE 9 LO 00 o4 (0 fo 04 X SFIEET 3) 4 n, to PC) o6 LO Lu of of w _j F_ 6 + + uj C14 C14 V) + + to ui (n 20 20P 1 v) 14 0u) az 0 OV) 0 moz m 18 av) 0 C:>(n 0 C)z = C:>z m: z: V) c5z 0 = Z 7v S38'311Z6 11E 13 S38-59'22"F- c� 4' TYP + + + 0 U) V) 0 bu 17 C) uj 15 01%0 u') O� + < qd- 04 to T_ + V) ui A \ i O-kl all a rix - a - -A. LP LP A_ 12 13 0 U) Z r, 0 :4k bc-) C) W Lr) 00 _j 0 00, z r- + + L0 M 0 20 40 80 CF) INSTALL 125.0' L.F. 8" PVC SEWER @ 0.25% uJ ....... -j C:) 0 * ........ C:) CID co &0-) < ........... :m 'F:7 00 Lf) r- u') cr_ A .................. />1 1-41i C'4 ui 00 ++ V) F- _PS r - cv� 10 V) Lu of of w _j F_ _J w or- ce uJ t- __J _j -c) LJ _j L==30 8, c, 0. WF_ Lq U) 14 7v S38'311Z6 11E 13 S38-59'22"F- c� 4' TYP + + + 0 U) V) 0 bu 17 C) uj 15 01%0 u') O� + < qd- 04 to T_ + V) ui A \ i O-kl all a rix - a - -A. LP LP A_ 12 13 0 U) Z r, 0 :4k bc-) C) W Lr) 00 _j 0 00, z r- + + L0 M 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=4' - t _� — INSTALL 125.0' L.F. 8" PVC SEWER @ 0.25% INSTALL 125.0' L.F. 8" PVC SEWER @ 0.25% ....... (A L * ........ INSTALL 162.3' L.F. 6" PVC SEWER @ 1.06% CID co 34.8- ........... 1;>1 . &_ xv, 'F:7 o 0) S) _FPS A .................. />1 00 00 0 _FP k F- _PS r - U) a) x Qf Ld Lq _j Lu of of w _j F_ _J w or- ce uJ t- __J _j -c) LJ _j cif CC uJ ^ t- _j WF_ Lq U) 14 0u) az 0 OV) 0 moz m Z ()c) C:)0-) Z#:: av) 0 C:>(n 0 C)z = C:>z m: z: V) c5z 0 = Z C> Ld -c) V) o C) z ov) C>z 0 z LO _j 0 za z < < < z < z < < C:>r-, Z CF)+ < 0 � < < < < CDC) :m CDO nn n re) M u-) -4- :2 u-) r- (0 co :m + 0c) 00 M 00 Lo :m nm ,v) 0 of c� �y U-) U-) 0 V) C14 C14 of " C� o6o6 La oc) oc) ri C> 0 3: OR C_� Cq r-4� V) L0 vi V) V) HORIZONTAL: 1"=40' VERTICAL: 1"=4' - ............... 348* ... INSTALL 113.2' L.F. 8" PVC SEWER @ 0.25% INSTALL 125.0' L.F. 8" PVC SEWER @ 0.25% INSTALL 125.0' L.F. 8" PVC SEWER @ 0.25% ....... ..................................................................... ........ * ........ INSTALL 162.3' L.F. 6" PVC SEWER @ 1.06% CID co 34.8- ........... 1;>1 . &_ xv, 'F:7 o 0) S) _FPS A .................. />1 00 00 0 _FP k F- _PS r - U) a) x Qf Ld Lq _j Lu of of w _j F_ _J w or- ce uJ t- __J _j -c) LJ _j cif CC uJ ^ t- _j WF_ Lq :j r LWL I,- zo z w� 0z) �-, 0u) az 0 OV) 0 moz m OU) 0, _j b U) 6 C)z a: C>Z av) 0 C:>(n 0 C)z = C:>z m: z: V) c5z 0 = Z a (no 0z m -c) V) o C) z ov) C>z 0 z 10 1-20 za z < < < z < z < < Lcio 0 < 0 � < < . . . . . . ... < CDC) :m CDO nn n re) M u-) -4- :2 u-) r- (0 co :m ao :2 0c) 00 M 00 Lo :m 0 c) Vi LO, G)m of c� �y U-) U-) 0 V) C14 C14 of " C� o6o6 La oc) oc) ri C> 0 3: OR C_� Cq r-4� V) L0 vi V) V) 04 c6 (0 Lr) W �w 0) r- Cj * 0) r- 0 c; K) c 3 04 N w L'i 3E + + C:) LLJ ++ 00 * V) + + LLJ + + (n n + + Lj ++ + + r) Lli V) co + + + + + + LLJ 0)01) (n 0 C) T_ T- N N 0 C14 N n 334.94 PO U-) U-) LO U-) 336* ............ V) (n w V) U) U) ....................... V) .......... V) (n -334 ............... 348* ... . ............................................. * . ........... * ............ uj U-U- 0�_ ....... ..................................................................... ........ * ........ ........ ................ CID co 34.8- ........... 1;>1 . &_ xv, . . ................. * *** A .................. />1 49 ................... />1 4/ ......... />1 t_�_ - x ........ 0 aw. Fm- t � T 2 2 U) a) x m -- — — -- — — — — — — — — — --- — — — — - L_ L1_ W (D (L) c') Z /_�1_5_`y W z< tK' r LWL I,- zo z w� 0z) �-, ............... 344* 0 0 < " . .................... 1. . . .-. A PPROXIMA TZ Df -SION ORA Df.- A Z 70 VZ ---. ...... .. .... ------------ ... ......... aw: Uzi Fm_ Z Lu < 0 UJ �- z w < 0 czf) (j) C.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AN Sf iff R D STORY DRAIN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . 340 ............... a = 0 D uj 3: z OF- > a __Jj OW 'u; . .................... 0 a� L>u I LLL. ........................ ........................ . ................ ............ >:LU .- D 0 c) M (1) Q) D UZ5 w U z ........... *340 INSTALL PIPE SADDLE PER 24" INV N—W= 335.82 P P a- P 0 0 w < 2 24" INV N—S= 24." 24" INV S—'W= . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --- -- ----------------- - — — — — — — — — — — — — — — — - — — — . . . . . . . . . . . tK — --- — — — — — — — — - — — — > C.O.B. 'STI). 'DETAIL'D-'18 . . . . . . . . . LLJ ........ . . . . . . . - 335.07 334.94 . ..... 18 IRV N= ................................................................ .............................................................. ') 0 ......... ........ '.338338 07- .................... ........................ ......... m 334.94 336* ............ . . ................... ....................... ...................... ....................... . ....... ...................................................... .......... . -334 ................................................................................. ............ ............... 11+00 12+00 ....... 8" INV N—S= Now -go ...................... .. ............ 61' INV N=!= 18" 'INV s—E= 335.10 SEWER MAIN PROFILE 332 ?)Z 335.93 - 8" INV -333.62- 8* 333.6-5 INV W` ........... ..... . ........... 4,�O 55� ' * * ' * *. . . . . . . . . . . . . 333.52 . . . . . . . . . . . . . . . . . . . . . . . . . INSTALL 103.2± IJI L.F. .24 $1 INSTALL. 127.5± L.F. �4 INSfALL 1 S5.9± L.*F. 24"' INSTALL 143.9± f) L.F. 18 . . . . . . . . . . . . . . . . CL -3 RCP w/RGJ STORM . . . . . . . . . . . . . . DRAIN @ 0.911 P.CL-3 . . . . . . . . . RCP w/RGJ STORM DRAIN @ 0.09% . . . . . . . . . . . . . . . . ... . . . . . . CL-�5 RCP w/RGJ STORM DRAIN @ 0.10%__� . . . . . . . . . . . . . . . . . . . . . . . . . . . CL -3 RCP w/RGJ STORM . . . . . . . . . . . . . . . . . . DRAIN @ 0.11% . . . . . . . . . . . . . . . . . . . . . . . . . 10+00 11+00 12+00 13+00 14+00 15+00 ,�qb TT r - I uj U-U- 0�_ b MW z E ww 2 MW 1�1_ C) w r- i- �U>_- 2 Do- CID co w --ji 8 1n-- ffi1<zzPw6ffiwmw=jg U) 0 u- wz F,- ,Z--2cwl-, DOE I STORM DRAIN @ 0.20% rA`� STORM DRAIN SEC11ON N.T.S. U-) UJ of 0 V) o ov) 0 0 z a Z m: z z < c:> C) CD C> c� c� 0 c) 6 ui CHLOE COURT L"'o uj MUSCATINE LANE ++w ++W 0)0) U) ro to (SEE SHEET 9) cn V -,r.- cn (SEE SHEET 8) V) U) 67 V) 16b' 10' 20' �2W 45 27 42 1 20' 20' 66 —7 1 C> c) ul 0 N I N1 2*51'49"W 28 10+ .00 N1 2-51'4'W 13 CD 13+20.00 w w t 65 T Q 20' 01 46 of 20' 1Q- 29 41 CHLOE COURT MUSCATINE LANE (SEE SHEET 6) (SEE SHEET 5) An L 0 20 40 80 HORIZONTAL: 1 $31 =40' VERTICAL: 1 It =41 I a -L I uj U-U- 0�_ b MW z E ww 2 MW 1�1_ C) w r- i- �U>_- 2 Do- CID co w --ji 8 1n-- ffi1<zzPw6ffiwmw=jg W% m c/) 0 u- wz F,- ,Z--2cwl-, DOE C) 0 *c: T- ui L_ Lu W (1) 2 Z c<Q � LL, z L(l), 3: LL z — 0 F_ O. -P. �t-_ c'j w=0 F,- uj 'Fu c? z �_ 0 c') Es 0 u- 0 Z Z I(- 0 0 Lu 3: F- C) V) o CD m 0 aw. Fm- t � T 2 2 U) a) x m 0 q_- < 06 in = z: L_ L1_ W (D (L) c') Z 1�e W cu W z< m < N r LWL I,- zo z w� 0z) �-, LU UJ (y) 0 0 < " 06 Z (1) c) < ww I u, U) <,� a c') CZ6 oD- C -u - Cau) w 0 L L Lu UAJ C < <, Zz z 4— 00 LLJ Lij cf) 0 aw ow- F=- Lu > _) 8 C.) 0 za czf) 2 F_ C'4 C-0 aw: Uzi Fm_ Z Lu < 0 UJ �- z w < 0 czf) (j) C.) C) 4= OP z C) w D j. 55 2 0 Ow o z < LZI i LOL J ........ L>u LLJ U>j 0�- ......... 0 w m 3 ow a z ....... 346 ....... a = 0 D uj 3: z OF- > a __Jj OW 'u; 0 0 a� L>u I LLL. *346 Oz .. ............................................................ >:LU .- D 0 c) M (1) Q) D UZ5 w U z ......... rn uj 0 Z -i 0 ca (z) 0- F_ uuji w uj 0 U) >- C/) X X: w 2: 0 Lu M M A90 VE 5f 741f R_ IWAIN P P a- P 0 0 w < 2 w tkEER * 0) LO V%10 0 1Q_ 0- > e:) w L_J_ /03 cn UJ U) Z Lij 00 w :D 0 0 cy) c) 0 .1 0 U) uj 06 0 __1 C) 0 L0 0 ry cy) 4- 0 _0 c: 0 c- m 00 0 c1q E L. 0 c: 0 w PA JOB No. 3208B SHEET E 0 E m co 0 OF 9 SHEETS INSTALL 320.0' L.F. Lij 8" PVC SEWER @ 0.35% 0) LO UJ C) V) 0 CD m F- C) V) o CD m m cq = z: C:) C:� c� c� w W) C) (D C! c� of LO M 0) + + uj LO LO UJ T_ T_ 3: + + UJ 0)m U) U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V) . . . . . . . . . . . . . . . . . . . . 350 ........ ......... 1350 ....... 346 ....... ............................................................... 0 ......... *346 .. ............................................................ -APPRO)MIYA /T Df -SIGN GRADE ......... 3: A90 VE 5f 741f R_ IWAIN w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --- -- ----------------- - — — — — — — — — — — — — — — — - — — — . . . . . . . . . . . tK — --- — — — — — — — — - — — — > 342 ...... ............................................................... LLJ ........ *342 ....... ....... ................................................................ .............................................................. ') 0 ......... ........ '.338338 07- .................... ........................ ......... m 334' . ....... ...................................................... �// ...... -334 ................................................................................. 10+00 11+00 12+00 13+00 SEWER MAIN PROFILE li)--?3�S- COB RECORDS No. tkEER * 0) LO V%10 0 1Q_ 0- > e:) w L_J_ /03 cn UJ U) Z Lij 00 w :D 0 0 cy) c) 0 .1 0 U) uj 06 0 __1 C) 0 L0 0 ry cy) 4- 0 _0 c: 0 c- m 00 0 c1q E L. 0 c: 0 w PA JOB No. 3208B SHEET E 0 E m co 0 OF 9 SHEETS Lij cq 0 w w 0 Z w z 1 3: w 0 co > LLJ F- W UJI ') 0 LL U- a. 6 m tkEER * 0) LO V%10 0 1Q_ 0- > e:) w L_J_ /03 cn UJ U) Z Lij 00 w :D 0 0 cy) c) 0 .1 0 U) uj 06 0 __1 C) 0 L0 0 ry cy) 4- 0 _0 c: 0 c- m 00 0 c1q E L. 0 c: 0 w PA JOB No. 3208B SHEET E 0 E m co 0 OF 9 SHEETS CONSTRUIC110N NOTES 0 INSTALL SEWER MANHOLE 0 INSTALL SEWER CLEANOUT (D INSTALL SEWER rl- (D SD3 INSTALL STORM DRAIN 0 INSTALL STORM DRAIN MANHOLE INSTALL TYPE "A" CATCH -BASIN PROPOSED STREET RIGHT-OF-WAY PROPOSED STREET CENTERLINE PROPOSED PHASE LINE C14i cli PROPOSED WATER W- -XS- - - EXISTING SEWER -XW- - - EXISTING WATER - EXISTING STORM DRAIN - EXISTING EDGE OF PAVEMENT SID STORM DRAIN STATION SS SANITARY SEWER STATION PL PROPERTY LINE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 4.5' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. Li z < 00 LJ z Ld 15- Ld 42 0 C3 00 co I 00, ui I CONSTRUCT 28.2± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.21% 18" INV N= 337.53 18" INV= 337.5± 18"' INV E= 8" SWR INV=j 336.17 335.5± /00A�STORIVI DRAIN SEC11ON 21-1 N.T.S. MUSCATINE LANE 18" INV N= 18- INV= 18" INV W= 337.43 337.4± 337.94 1 L24"' 'ItNV E= 336.06 L 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=4' 335.2± ,/�BSTORIVI DRAIN SECTION, llll� N.T.S. INSTALL 207.8' L.F. INSTALL 300.7' L.F. INSTALL 155.7' L.F. INSTALL 100.0' L.F. �__8" PVC SEWER @ 0.35% 8" PVC SEWER @ 0.25% 8" PVC SEWER @ 0.35% 6" PVC SEWER @ 1.00% F_ to U-) F- C-4 F- 04 to ZD m t#x :D F_ n - _j cl:: Ld _j f ��_ P� _j Of w UJI LH :j P� w - _j _j I C:) V) 0 C) (n 0 -b V) 0 r-, V) -OJ c) V) o ov) o 0 Loz Oz r-- z oz = CDZ = 04 Z oz z z z '��_o z z �o z z __j r) n V) co C)o po -4- Lo r- r-, 000) C14 00 Lo -t (o Lo (.0 C4 C-4 N . . . . 4 L6 cr- L6 Lei 00 00 66 000) 06 06 q ui Lo 0000 0000 mo) U) It -t 3z -t + + + + uj + + + + Ld + + + + UJ + + UJI Lo Lo Lo U-) U) (oco CO CK) U) 0000 C) CD V) T- v- U) N C-4 C-4 N .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m &) in V) V) U) V) V) W tn * ............ ... .................................................. ............... .............. ................... ........... 35-0- .................................... ................................................. .............................. ................... .. x 3 . ......................... . .............. 346 * .... ................... I ........................... &-, ... ........... ADf - AZ?O VE A10PROKIYA /T Df SION GR /nt -------------- 4/ . EWER.AND STORY DRAIN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . tK ltK --7 342' ................ .................. ................................................. .............................. ................... ........... 342 ................. ........ ......... ................................................. . ............................ ................... ........... INSTALL PIPE SADDLE PER 18"' INV S 18" INV S -NW= C.O.B. STD; DETAIL D-1 8. ... . ............................ ................... ........... 338 338.' . . . . . . 337.47 -337.9-4 . . . . . . . . . . . . . . . . . . . . 1 INV E= 8" 18" INV W 24"'.INV E . 24" INV N -W= 336.17 336.0& -336.06- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 335.82 . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . 411 334* . . . . . . . . . . . . . . . . . . N . &� . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . ... ..................................................... ....... 334 INSTALL 94.6± LF. 18 I�STALL L. F. 24' <0 CL -3 RCP @ 0.12% CL -3 RCP w/RGJ STORM DRAIN* @ 0.09% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4" RX':/ X - x t24-* W 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 SEWER AND STORM DRAIN PROFILE STORM DRAIN TABLE SD LINE BEARING SD1 (D SD2 rl- (D SD3 S13*28'41 CN n (N C14i cli cli c� 04 a - LL C_� C_� 4- 14- co U- iA- m U_ U- po 11 w w ztk zll:t Of a- w IL Lo _j _j LL_ LL_ 0 ui 0 3.5' 7.8' o LLJ Z 0 Z w =44z: rv- a_ q w M w (:6 0 ui I 4 7.5' w I- w w C) U- w < 10L 10- CONSTRUCT 21.5± L.F. CONSTRUCT 28.4± L.F.- 18" CL -3 RCP w/RGJ 18" CL -3 RCP w/RGJ 18" INV S -NW= STORM DRAIN @ 0.23% STORM DRAIN @ 1.80% 337.94 18" INV S= 18" INV SE= 337.47 337.99 18" INV= 337.5± 18"' INV E= 8" SWR INV=j 336.17 335.5± /00A�STORIVI DRAIN SEC11ON 21-1 N.T.S. MUSCATINE LANE 18" INV N= 18- INV= 18" INV W= 337.43 337.4± 337.94 1 L24"' 'ItNV E= 336.06 L 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=4' 335.2± ,/�BSTORIVI DRAIN SECTION, llll� N.T.S. INSTALL 207.8' L.F. INSTALL 300.7' L.F. INSTALL 155.7' L.F. INSTALL 100.0' L.F. �__8" PVC SEWER @ 0.35% 8" PVC SEWER @ 0.25% 8" PVC SEWER @ 0.35% 6" PVC SEWER @ 1.00% F_ to U-) F- C-4 F- 04 to ZD m t#x :D F_ n - _j cl:: Ld _j f ��_ P� _j Of w UJI LH :j P� w - _j _j I C:) V) 0 C) (n 0 -b V) 0 r-, V) -OJ c) V) o ov) o 0 Loz Oz r-- z oz = CDZ = 04 Z oz z z z '��_o z z �o z z __j r) n V) co C)o po -4- Lo r- r-, 000) C14 00 Lo -t (o Lo (.0 C4 C-4 N . . . . 4 L6 cr- L6 Lei 00 00 66 000) 06 06 q ui Lo 0000 0000 mo) U) It -t 3z -t + + + + uj + + + + Ld + + + + UJ + + UJI Lo Lo Lo U-) U) (oco CO CK) U) 0000 C) CD V) T- v- U) N C-4 C-4 N .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m &) in V) V) U) V) V) W tn * ............ ... .................................................. ............... .............. ................... ........... 35-0- .................................... ................................................. .............................. ................... .. x 3 . ......................... . .............. 346 * .... ................... I ........................... &-, ... ........... ADf - AZ?O VE A10PROKIYA /T Df SION GR /nt -------------- 4/ . EWER.AND STORY DRAIN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . tK ltK --7 342' ................ .................. ................................................. .............................. ................... ........... 342 ................. ........ ......... ................................................. . ............................ ................... ........... INSTALL PIPE SADDLE PER 18"' INV S 18" INV S -NW= C.O.B. STD; DETAIL D-1 8. ... . ............................ ................... ........... 338 338.' . . . . . . 337.47 -337.9-4 . . . . . . . . . . . . . . . . . . . . 1 INV E= 8" 18" INV W 24"'.INV E . 24" INV N -W= 336.17 336.0& -336.06- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 335.82 . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . 411 334* . . . . . . . . . . . . . . . . . . N . &� . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . ... ..................................................... ....... 334 INSTALL 94.6± LF. 18 I�STALL L. F. 24' <0 CL -3 RCP @ 0.12% CL -3 RCP w/RGJ STORM DRAIN* @ 0.09% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4" RX':/ X - x t24-* W 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 SEWER AND STORM DRAIN PROFILE STORM DRAIN TABLE SD LINE BEARING SD1 Sl 2*1 4'56"E SD2 S66*30'58" SD3 S13*28'41 d2 U_ LU U- U- ffi �E 2 �0_ r- o a - <m zo Im w C6 8 0 w z w uj 3.. --1 w ffi I,-- < z w 03 m: 0 UJI 1= X Uj Co) 0 3: co 2 0� r, z I-- C) cl) 25 0 LL F - z UJI wa-30OLu Lnu)(9 < 0 COE FM- !, � r: � F=- T K 9;��W§2wzo-w < w 0 _!L � co-) ;<-� c>a- Lou C6 ww �wg ow 2 w C6 m z o 6K0Q0-%gzo3:wn 0", 0 UJI Lu > 0 2_5 65 Lmu (ml): Lw 0 Lu Z Nu co W LZu F- cj) 0 F_ zo oz LLLU 2 C" LL o 0 z -oz cz, 'u LLJ F_ co z 0 CQL- a- b U) LL. cf) 0 ui uj Lij 0 Lwu co-) <z < lol� z z ow lm-: 'L 'Li >0 az czf) o Z< L"j) < o Luj-j Cc I— z U.J �E /) Cf) C-) F - UZJ CZ Z L12K 0 Mm uu-- i Ui a - m V) >< C 0 U J =n) c) (L -U) 'z' wo LL Ww wm < (6 . o a- cf) F_ LIJ Lu 0 0 cmf) UWJ m n< 0 > I- g a T c -) c () Uzi < L'i J, 3: z �_ = > < < 0 3: g om LUL) r w u J 0 w W L>U Luu- Oz � 0 W F- o L>u co S LU -:� 0 'm C/) > uj LL 0 �_ cl) 0 co co X Z W W mwo(.)Z-i 0 < -Iwwc-) a -*Fm - w 3 uj UJI 0 0 Lu Z V) >- co 3: = cl) w = 0 ! ui m F- F- 0 CL F- C.) 0 Cko- < b C) z Ce) (y) o C) ULJ z 0 r - w -Fu c'? > T -- C-0 (c) oco) a) X ad co U) L_ u_ a) U) z EE rn C14 W (D oz$W ce) Z C) o U) N Z-I.., co Lu w cn C-4 (o F- C) C) 04 0 CL q L oz% ''I li� R 0) U') 0 0) L&J > 038 le ^ v j oo'o < ocy�) I 4r� w 40 ^ U) vj U) w z **ftmw0000 < Lo j om w F� cy) z Q) 0 0 U) P%I*a C c - Y) 04 04 U) Z) 0 k- 0- c - m 00 0 04 3: 0 V) U) 0 z 0 > w (n c 5/02/2022 I DATE E [f�A JOB No. 3208B 4� SHEET E 0 E m co ON 0 Ph C"i OF 9 SHEETS COB RECORDS, NO'. di 04 a - LL 0 w w co Z w z w M w U) > w I- w w U- w < 10L 10- oz% ''I li� R 0) U') 0 0) L&J > 038 le ^ v j oo'o < ocy�) I 4r� w 40 ^ U) vj U) w z **ftmw0000 < Lo j om w F� cy) z Q) 0 0 U) P%I*a C c - Y) 04 04 U) Z) 0 k- 0- c - m 00 0 04 3: 0 V) U) 0 z 0 > w (n c 5/02/2022 I DATE E [f�A JOB No. 3208B 4� SHEET E 0 E m co ON 0 Ph C"i OF 9 SHEETS COB RECORDS, NO'. CONSTRUC'flON NOTES 0 INSTALL SEWER MANHOLE INSTALL 100.0' L.F. 6" PVC SEWER @ 1.00% INSTALL SEWER CLEANOUT 54 INSTALL SEWER p f) ttiz INSTALL STORM DRAIN w > w Ix INSTALL STORM DRAIN MANHOLE IIJ9 INSTALL TYPE "A" CATCH -BASIN 00 PROPOSED STREET RIGHT-OF-WAY 47 48 PROPOSED STREET CENTERLINE 50 51 PROPOSED PHASE LINE W— PROPOSED WATER -XS- — - EXISTING SEWER -XW- — - EXISTING WATER - — — — — - EXISTING STORM DRAIN - �Z' - EXISTING EDGE OF PAVEMENT 45 0) 0 Li C) 0 w clq SID STORM DRAIN STATION SS SANITARY SEWER STATION PIL PROPERTY LINE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWILINE AND A 4.5' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. TRIS LANE (SEE SHEET 4) 1 1 1 L:!o 60) 20t 2 0' _ I or, 11 00 im v 11 v f A-- _00 C-4 C-4 24 6 T-1 1: v-) L 23 cl Q6 23 + 18 CN ro 06 to pe) 0 C) 17 -1 19 C) 7_5 7q (4 '39'07"W\n 24+89.44 clq 22 L -Li c) 20 21 S68 L.LJ — - - — -I- _wmwm - r10 rQ 0 S71 *1 4'29"W S75*1 2'42 w 0 _00 04 T-1 T__ w 0i J LO I I L/ + 00 00 + I —I— � 0) _t co N 0 + N 41 T)? + 00 0 n C14 n + r- + 00 co C14 Ln T + n 0 00 + + + + C14 N Ln 0 0 N IN cq V) (n (n V) V) V) V) V) In 67 (n V) 66 L 56 57 V) 65 w vz): !�L 58 orf z: wm 0 Ld 64 0 UJ 0 L.LJ 0 (-) _J 63 62 _00 -1 61 60 59 -00 _j _00 D 0 0 c) 0 C) 0 C) 0 Lo 00 -r _r _r z :,0) z z z < tII"i < CN < < uJ 04 r4) PO _J rl) r- M u') c) ,4- C) 0 + Oi + 0i + + 0 Of -.4- U-) cc V- C-4 UJ cy) cq cy) c-.4 uJ + + 3:: + + 3: V) uJ C) (1) LLJ pr) U) Li 14- V) LLJ V) 04 V) (1) C14 w V) N co V) PHASE 1 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=4' INSTALL 224.2' L.F. 8" PVC SEWER @ 0.35% INSTALL 328.4' L.F. INSTALL 328.4' L.F. 8" PVC SEWER @ 0.35% 8" PVC SEWER @ 0.35% INSTALL 100.0' L.F. 6" PVC SEWER @ 1.00% z 54 => p f) ttiz z U) F- u- g w > w Ix u- ix EL 00 46 47 48 49 50 51 52 53 U) V) a 0 C)Z: Z < z < + 00 oo + + + 0) K) + + 04 0) + IN CI + Pr) 04 V) (n 4' TYP V) 0) — U) 0 clq V_ 04 N U) U) En V) + + Lu r-, r- V) V) U) V) %AV U) En U) V) V) 354 ............................ (On ................................................................. 00 im v 11 v f A-- _00 C-4 C-4 24 6 T-1 1: v-) L 23 cl Q6 23 + 18 CN ro 06 to pe) 0 C) 17 -1 19 C) 7_5 7q (4 '39'07"W\n 24+89.44 clq 22 L -Li c) 20 21 S68 L.LJ — - - — -I- _wmwm - r10 rQ 0 S71 *1 4'29"W S75*1 2'42 w 0 _00 04 T-1 T__ w 0i J LO I I L/ + 00 00 + I —I— � 0) _t co N 0 + N 41 T)? + 00 0 n C14 n + r- + 00 co C14 Ln T + n 0 00 + + + + C14 N Ln 0 0 N IN cq V) (n (n V) V) V) V) V) In 67 (n V) 66 L 56 57 V) 65 w vz): !�L 58 orf z: wm 0 Ld 64 0 UJ 0 L.LJ 0 (-) _J 63 62 _00 -1 61 60 59 -00 _j _00 D 0 0 c) 0 C) 0 C) 0 Lo 00 -r _r _r z :,0) z z z < tII"i < CN < < uJ 04 r4) PO _J rl) r- M u') c) ,4- C) 0 + Oi + 0i + + 0 Of -.4- U-) cc V- C-4 UJ cy) cq cy) c-.4 uJ + + 3:: + + 3: V) uJ C) (1) LLJ pr) U) Li 14- V) LLJ V) 04 V) (1) C14 w V) N co V) PHASE 1 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=4' ;A, IP 70�1 <p_ 0 cl-, 7- d�u_U- �0_ co w z W W --JJ �_ 8 P I— LL Z 00- ;2� ffil<zz��6ffiwm0mg, lll� W :3-- � g W � W� W LL �_ 66 122ffiR�g!32g i,- Z' ww w z c, 0 ') 25 1p t C2 S z z uj 0 <tRRF_�H22 9 31: 6 a Z' 0, �,- 3w < or, 0 - ILL 3� 00 z< �m' (u, c6ww�wg222w�mz z ;z 0 3: 2 0 0, % 0 CL 29 5 5 Pz- czf) ou- LL u J z< uni c(_19) m 0 a 0 < Lou (2) 2�-6@ w_j2z8 uj < 1— 0 r C-) IS W < F- W C6 OCL C>l auj cp LL z LL LL 0 W WL , 2 00 < <w r.L 0z a = ZU Lou Z = C-) LU :,6 F- :;, LU - Uj m F<- OZ CZQ in m § ww 55 M C-0 Lu::, < oww z z 0 8 3: Co C6 Lu Uj 2 Fo- CD W 2 �Z;� R 0 Z T 6 zw 3: z 8 LL w< 0 > z co ca 0 ww 1(,- 6 2 2 M UJ 0 UJ Z 0 co < w -J -1 w 0- F- Uj Lu C-) 0 Lu Z U) U) T T D w = 0 i Lu Z F- F- 0 M F- 0 0 IX < M (i a7Z cv-:) (y) cle) u') (0 U) C) Lu z 0 ui _ia cl� > c) T- a) tr— < ca L_ LL U) c) a) U) z _�e ca < iim CN LU ,.;- (o CoLL! a) ce) z a) c) .!= l'I 0 U) c,4 Z cy) Lu ui T_ C-4 Q0 C) (0 C) 0 CN L INSTALL 224.2' L.F. 8" PVC SEWER @ 0.35% INSTALL 328.4' L.F. INSTALL 328.4' L.F. 8" PVC SEWER @ 0.35% 8" PVC SEWER @ 0.35% INSTALL 100.0' L.F. 6" PVC SEWER @ 1.00% z => p f) ttiz z U) F- u- g w > w Ix u- ix EL uj ui C:) U) C) z M z C:) V) _J C:)z 0 r bu) 0 OZ z a 0 C)Z: Z < z < C,4 00 n a) n r- n It CD LO r- V) (0 041 ui r -I 3: + 0i 0* ui 0)0 3: 0i 0) C) + + Lu r-, r- V) + w CD 0 (n 04 04 + + ui PO -q- V) + + Li I -I LO V) 354 ............................ (On ................................................................. u:) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . c%j c%4 . . . . . . . . . . . . . . . (n . . . . . . . . . . C-4 C4 . . . . . . . . . . (n . . . . . . . . . -4 R A V) V) ............................................................................................................................................................................................. 350 ....... ............ ........ ........ ....... ....... ........ * ........ ........ 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C=l) W2 W. F_ PROPOSED STREET CENTERLINE LEL- z ' — L. i=-' 0z f.- 0 PROPOSED PHASE LINE W— PROPOSED WATER -XS- — - EXISTING SEWER -XW- — - EXISTING WATER = — — - EXISTING STORM DRAIN -IZI- — — I/-/- - EXISTING EDGE OF PAVEMENT LO 00 0) I ift s S88*1 16"W r < CL 0 ZD r -t; E-5 ry 0 af "I:c 20M 0 > < uJ a- 0 z m 03 U'i 0 L(vn) C-lf uwj Of ui < (n W UJ 0 F= 0 CL -j >_ I_ F- C5 F- =) 0 Z u� SID STORM DRAIN STATION SS SANITARY SEWER STATION PL PROPERTY LINE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 4.5' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. CONDON COURT (SEE Ri GH T) CARNABY STREET (SEE SHEET 3) L.Li > L.Li Lli r V) Lij Lij V) PHASES 1 & 2 L 0 20 40 80 HORIZONTAL: 1 "=40' INSTALL 20.0' L.F. 2, PHASE 1- VERTICAL: 1 t$ =49 8" PVC SEWER @ 0.25% INSTALL 141.4' L.F. INSTALL 120.7' L.F. INSTALL 202.9' L.F. 8" PVC SEWER @ 0.25% 8" PVC SEWER @ 0.25% 8" PVC SEWER @ 0.25% I �lw a 11 LO ZNZ 11 " uj ��n wu ��w uJ ww uJ _j wp� V) 00 cn W uJ r'l W < -4z m _J cn m z to 0 OV) 0 c) V) 0 z b r ��o < U-) z -i C:)z C>Z c3z 0- 5 z CL a z z < < wo LO < a -�� �c:> _j = i�� < M 0 < m 0 C) 00 .14- mc3 COCO r -r- mv- Qf -t CO C-4 IN V) cq(0 w 44 44 ui6 (6 (6 U3 ++ G;oi w w * "t co (0 0000 00 w cp 60 3r. U) + + ++ ++ ++ w< 0)m 00 V_ C-4 N V) _r C10 T- Ir- T -'r- >_ a- V) Ln Ln cn W'�" cn V) cn < cn 348 ......... ... .................................................... 0 ....................................... .............. 348 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X/ tV -APPROWMA IT OESIGN GRAOk 4/ A 344* ........ ... ...................... . . . ...... .. . .............. 344 5ii-Wff IWAIN -- -------------- A80Vi 5r -- ------------------------------- -------------------------------- --------- ......... ... ........................... ....................... ............................... ........ .............. 340* ... .... .. ........ * .............. * ......... * ............. ....... . ...... * ........ .*340 ......... ... ........................... ... 4, ....... ........ ....................... ............................... ... ..... . ...... 336 cn ul 8" INV N -E= ul . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 335*'09 En ............ ........................................... 332* .... & 332 C�. ......... ................................................................................................... . .......... lb 328* ... ....... ........... ............ ....... 10+00 11+00 12+00 13+00 14+00 15+00 SEWER MAIN PROFILE Lo P::4k S-) i j):� LLI �_ _J a U) 0 om m m �f2o < :m C) C) Lci Lci a)a) 0)0) V) V) (f) 7 I 8 __4 6 AO. 5c do 9 4 m rn (0 TYP V) V) c)0f_ yl N L6 00*16'02"W -0-0 10+�i8o Lol 001 E 11 �- _J bin 0 CDM = z Lf) 04 M 6�* Lf) LO ++ V) C-4 04 3 r.0 V) V) U) cn �wli . mpga ' 01110 rm 12 12+41=0.57 04 V) (n 2 U4 �*I i `�x vk,:p A IdS2 w u- U-U_ O� MW Lij z z C) w z CL c1r) z w ffil<zz��2wmwm� 0� 0) = > LO U) (0 �_ 0 U- i_ � 6 z 0 6 2 ' ow (� 0 Zz!') of ui 0 5 z L'L'i iR 'm ffi i=- 3:;j' w F_ z 0 c-4 uj =: 0 `9 F- I_ �! 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ORNE U) 0 PHASE 2 0 20 40 80 HORIZONTAL: 1"-40' VERTICAL.- .1 =4* INSTALL 256.3' L.F. 6" PVC SEWER @ 1.00% 'c:> V) 0 C) V) 0 0z az < �03 < C) 0 X LO C-4 W Vi Lri �! cs': w M m LO LO 3.1 + + ui + + ui mo) V) C-4 CN V) V) (n V) V) 348 ........... ............................................................ ............. 348 A. . . . . . . . . . . . . . . . . . . . . . . . . . . APPR0X11WA-TZ-_,0f_51GN- GRADZ- . . .. . . . . . . . . . . . . . . . . . . . . . . . . A90 VZ-- 5Z_WZ_R -MAIN u z 0 0 06 z V_ 0 U) IIIoq.) Lu Lr) I (/) 0 cr) ui < cy) m CL0 0 Y) 06 04 CN U)1-1 04 0 -1 0 4.- 0 c- 344 .......... . ........... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 344 m ........... .................................................. ...................... 340* .......... .... ....... ............ ....... ............ *340 c: c: ........... ............................... ..... ... ...................... E_ ........... 0 .......... 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Lu Lr) I (/) 0 cr) ui < cy) m CL0 0 Y) 06 04 CN U)1-1 04 0 -1 0 4.- 0 c- 344 .......... . ........... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 344 m ........... .................................................. ...................... 340* .......... .... ....... ............ ....... ............ *340 c: c: ........... ............................... ..... ... ...................... E_ ........... 0 .......... C) 0 33 6 ....... 3,36 4a .................................... ....................... 0 ........... .. ..................................................................... -5/02/2022 332 ....... ............................................................................ 332 DATE 0 C PA JOB No. 3208B L 41 SHEET ..................................................................................... E 0 328* . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . %2 E m 10+00 11+00 12+00 13+00 co 0 SEWER MAI N PROFILE COB RECORDS No. OF 9 SHEETS z 0 w -5/02/2022 332 ....... ............................................................................ 332 DATE 0 C PA JOB No. 3208B L 41 SHEET ..................................................................................... E 0 328* . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . %2 E m 10+00 11+00 12+00 13+00 co 0 SEWER MAI N PROFILE COB RECORDS No. OF 9 SHEETS