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HomeMy WebLinkAbout1.2-6853 Ph 1 - 6 RevL V ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY: '- t ,*Z/ -z' PUBLIC WOR14S DIRECTOR, CITY OF BAKERSFIELD DATE RAUL M. ROJAS R.C.E. 39880 BENCHMARK USED: TOP OF CONCRETE MONUMENT AT NORTHEAST CORNER OF TRACT 5869 UNIT 3, MAP BK. 45, PG. 108 (INTERSECTION OF EAST LINE OF TRACT BOUNDARY AND BRIMHALL ROAD) ELEVATION — 373.47 (CITY OF BAKERSFIELD DATUM) VICINITY MAP NO SCALE TRACT • 853 AK RSF1 LD, CALIFORNIA UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA REVIEWED i'i � � • i DIAL TOLL FREE 1- 800 -227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG MATERIALS LIST I SHEET No. INDEX ESTIMATED QUANTITIES, NOT TMH- I GREENACRES TO BE USED FOR BIDDING PURPOSES I s8 TITLE SHEET SEWER Of `Lj MAX 02 ° C) GREENACRES DR. °ao < w GREENAC m OLEO ES m o w w PROJECT 3-e L.F. P.V.C.- CD 4" SEWER LINE (LATERALS) w 0 SITE HOLLAND ST. J Q U 29 EA. (:4D WINESAP COURT DROP MANHOLES ENGER ST. W W �>OUZ2Un a' w U) O Q W STANDARD CLEANOUTS 29 GLENN ST. LANGLEY ADJUST M.H.'S &C.O.'S TO FINISH GRADE 35-4 - EA. -N- R.G.J.- RUBBER GASKET JOINT O z = O U VICINITY MAP NO SCALE TRACT • 853 AK RSF1 LD, CALIFORNIA UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA REVIEWED i'i � � • i DIAL TOLL FREE 1- 800 -227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG MATERIALS LIST I SHEET No. INDEX ESTIMATED QUANTITIES, NOT TMH- TOP OF MANHOLE ELEVATION TO BE USED FOR BIDDING PURPOSES C� TITLE SHEET SEWER 2 02 DETAILS— GENERAL NOTES 8" SEWER MAIN 8 -,-435 L.F. r -7i3��� O3 TELSTAR AVENUE 6" SEWER MAIN 3-e L.F. P.V.C.- POLYVINYL CHLORIDE 4" SEWER LINE (LATERALS) 7,180 L.F. ® JONAGOLD COURT STANDARD MANHOLES 29 EA. (:4D WINESAP COURT DROP MANHOLES 1 EA. W W �>OUZ2Un a' w U) O Q W STANDARD CLEANOUTS 94+ EA. O GOLDEN DELICIOUS COURT ADJUST M.H.'S &C.O.'S TO FINISH GRADE 35-4 - EA. -N- R.G.J.- RUBBER GASKET JOINT O z = O U - ® COURTLAND AVENUE STORM DRAIN " SUNCRISP LA CqKU NE 36" R.C.P. STORM DRAIN 65 L.F. - -- 30" R.C.P. R.C.P. STORM DRAIN 335 L.F. C RIBSTON` AVENUE 24" R.C.P. STORM DRAIN 18" R.C.P. STORM DRAIN 1630 L.F. 2770 L.F. 6R 8 RIBSTON AVENUE TYPE "A" CATCH BASINS 1 8 PINK LADY WAY STORM DRAIN MANHOLES 17-6- EA. >.'W O U Z z ADJUST MANHOLES TO FINISH GRADE 17?-6- EA. <2E� CDD WOLF RIVER AVENUE OUTLET STRUCTURE PIPE SADDLE 1-EA. 2 1 EA. IO 10 WOLF RIVER AVENUE 11 BELMAC AVENUE 12 MciNTOSH WAY 12 CRISPIN STREET 13 BOLERO AVENUE LEGEND I LEGEND paUp wOcn TMH- TOP OF MANHOLE ELEVATION ( SHEET INDEX NUMBER INV.- PIPE INVERT ELEVATION Qs SS #12 SEWER MANHOLE W /NUMBER (E,S,N,W)- (EAST, SOUTH, NORTH, WEST) Z OO O5 PINK LADY WAY P.V.C.- POLYVINYL CHLORIDE © #12 SEWER CLEANOUT W /NUMBER t = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY 0 SD #12 STORM DRAIN MANHOLE W /NUMBER inz OWOSW ALL LENGTHS PRIOR TO BIDDING THIS PROJECT W W �>OUZ2Un a' w U) O Q W Q~ F O z W p ZO Z0 m R.C.P.- REINFORCED CONCRETE PIPE CB #12 CATCH BASIN W /NUMBER -N- R.G.J.- RUBBER GASKET JOINT O z = O U PROPOSED SEWER MAIN OR STORM DRAIN CB- CATCH -BASIN L ¢ v¢ W Z? Z Z Z U ��yT�� :� w w Ow - -- EXISTING SEWER MAIN OR STORM DRAIN oI Q 0 D! wl C� Q Z O o' �I Q OI J J UI RECORD 0RAWI N G P4,kSI: s 1- AIJ TD 6 B . • FRED W. PORTER, RCE 33448 EXP. 0-- 27- v �5' DATE STREET NAME LEGEND I 1 CB #2 i� paUp wOcn CI1 O JONAGOLD COURT W Z F Unmw�F w_aF -O O WINESAP COURT 24 25 26 27 3 GOLDEN DELICIOUS COURT Z OW w o¢= O ® COURTLAND AVENUE Z OO O5 PINK LADY WAY ZF -OU ~. ¢aw�Z�F-OW �O w M az -fix W z ¢o�a 0 z a� z N acco ® D X Y02O� o Lil ¢ O > O W ZZw arW,�ZZO�� �ry I �° V Y inz OWOSW n Z N �.sJ W W �>OUZ2Un a' w U) O Q W Q~ F O z W p ZO Z0 m CO W N O ozo¢ �M to ¢ a 0 a = V Uv a w O z = O U I LLu N O z ss #29 TELSTAR "-ss #28 SS #27� AVENU — rSD #1 / S #2 1 CSC 1 4 5 12 5 12 1 4 I 2 4 3 5 2 1 6 11 co #11 C co #10 C c0 #9 C 1 4 7 i0 10 ``CB #7. j �4 CBS 2 3 8 9 \4 / g — L D_ 0 U Z D SD#4 13 14 ENGINEER'S STATEMENT THESE PLANS ANO SPICIF(CATIONS WERE PREPARED BY ME OR UNDER MY DIREC-norJ AND TO THE BEST OF MY KNOWLEDGE AND JBEL.Wr COMPLY W"TH CITY OF GAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITER(A, AND INCCU.IDE ALL IMPRUV MENT REQUIRI MEN Ts OF THE ADS smy AGEWCr 0R OTHER R(v1F-' T c RD NRNC EBRORNDARDS OWSS10NS 09 OTHER VIOLA -MNS OF THOSE 0 OR COSIGN CRITERIA ENCOUNTERED DURING CCNSTRUCTiON SHALL DE coRRECTO AND ALL SUCH CORRECTOJS SHALL HE REFLECTS© GN REVISED CR AS- BUILT PLANS TO 9F SORMITTED TO THE CIT`( EfvG(NFER• 3 -j7 !4 FRED n�T�R DATE RCS 334,18 MAID R P. 'SHAW DATE _RcE 52.1-116 RI`V151005 APPfL0dE0 5Y Fa D W PORTS fL r2cE 339-48 /--:z 8 -,14 DATE .%j DAB. Q 1 A" ci U I 1 CB #2 i� paUp wOcn r , CD J Z O W �I W Z F Unmw�F w_aF -O 50 1 51 0 , z a z -ZIwl -- 24 25 26 27 wSQZ� ' au)xwZ� >mU) _ p Z OW w o¢= O M W a'2�JU/>S�ZUD Z OO W F ¢ZWw�LL �C60 -- w n ZF -OU ~. ¢aw�Z�F-OW �O w M az -fix W z ¢o�a U 5 o z a� z N acco ® D X Y02O� o Lil ¢ O > O W ZZw arW,�ZZO�� �ry I �° V Y inz OWOSW n Z N �.sJ W W �>OUZ2Un a' w U) O Q W Q~ F O z W p ZO Z0 m CO W N O ozo¢ �M o ¢ a 0 a = V Uv a PZ_n� I LL V N O O z = O U I LLu N O in T- QW8Z-_z0wzz_0 S w O L ¢ v¢ W Z? Z Z Z U ��yT�� :� w w Ow can m< �¢ a< v z n 0_ O xz¢ww w � lL a' O Z J O w U O L ~O (t) g ww� c��aiwx�Z¢Qpo 0 V cCGW �awwSw0m ¢ pwWU) w owz�cnm¢u) >.'W O U Z z m m z v Q� WwUOWz<w _U) 22��20(rwZ� b- 04 N M IMITS Q i Q Q I Q cQ COUNTY DE KERN 58 (57 56 ; 55 154 53 j 21 20 19 18 17 16 15 14 13 12 10 11 12 13 14 15 16 17 18 I r' ss #s SD #9 I�cB #1 RIB TO ss #3 AVEN E _ 0 7 SS 5 S p C CCO 3 S SCO 2 C C0#1 S 8 I S SD #8 1 I 1 CB #2 i� 00#4 SS #4 4 -7 48 149 50 1 51 52 22 23 24 25 26 27 28 46 1 45 SS #13 _ 1- 144 LF l�S , 43 1 42 #12 , _ 41 40 , 39 �CB#5 38 37' ! RI, ER 36 30 I 29 T 11 9 8 7 5 8 '0 9 8 7 CB j3 A EN SS #1 ss #2 ' 6 5 4 3 2 1 PHASE 3 PHASE 2 6 5 4 3 2 1 E JSS#7 �� °-► v s s s s — 10 s 's -- D — - - -- D SD #7 SS #9 S 8 _Sp #5 SD #6 CB #4 T SS #1 SS #10l ! PHASE 2 25 26 27 28 29 1 3 0 31 32 33 34 1 3 5 31 32 133 34 35 36 8 30 PHASE 5 24 HA E 1 HA '31E PH SE 2 co #5 ~ 7 TEMP. SUMP 47 1 46 45 1 p 48 44 143 E 42 41 40 39 i 3£ 37 36 12 (n 6 i 28 I Q 2J15 - CB #14 BOLERO 13 A�ENI�E 1 12 O �SD# 49 5 12 I 27 I O All S D p --- -SD #16 S SS 16 S SS 15 SS 14 S, SS #18 S 22 50 n I 7) i 21 � SS #26 51 CB #9 20 52 5 4 19 53 SI 5 CB #13 24 25 1 26 2 27 2 28 2 29 3 30 3 31 3 32 3 33 3 34 3 35 23 2 22 2 21 2 20 1 19 C 18 1 17 16 1 15 1 14 1 13 1 12 25 1 1 , — 1 ,SD #13 S S 1 14 L/) 4 W 13 I =26 w I U3 0 > 25 O 14 I O 2 15 :2 24 I 0 ? 23 I w CB #10 16 D - SD 10 S D D S CO 8 C C 7 S SS 2 D S C^ S S 22 I �, . 0 #6 # I 3 15 SS #24 D #121 BELM C AV NU i C #12 S 21 SS #20 �S 19 2 co SD# 1 1 # 1 16 17 ?8 LSUMP 1 2 3 4 5 6 7 8 9 10 11 JS7 i 18 19 20 i o CITY OF I BAKERSFIELD BNSF RAILROAD 1 � — — -- — __LANGLEY � --- - — — — — — — — .--Iw �I r I LO bi QI Q QI w � � cwn I U) V) o' I Q Q a s 07 c I 0- V) CITY LIMITS z z Q N -N- KEY MAP SCALE: 1' =200' w O w Of LL w 0 N LL U W Lj W c� m W w w W N W 0 ¢ m X o a \NEER co i U.1 > U a d of Q c. a s 7 71 J r pa a e J o m� �W � o �yq� � a DATE 5/28/2013 PA JOB No. 2078B M01 :11 OF 13 SHEET' D - SD 10 S D D S CO 8 C C 7 S SS 2 D S C^ S S 22 I �, . 0 #6 # I 3 15 SS #24 D #121 BELM C AV NU i C #12 S 21 SS #20 �S 19 2 co SD# 1 1 # 1 16 17 ?8 LSUMP 1 2 3 4 5 6 7 8 9 10 11 JS7 i 18 19 20 i o CITY OF I BAKERSFIELD BNSF RAILROAD 1 � — — -- — __LANGLEY � --- - — — — — — — — .--Iw �I r I LO bi QI Q QI w � � cwn I U) V) o' I Q Q a s 07 c I 0- V) CITY LIMITS z z Q N -N- KEY MAP SCALE: 1' =200' w O w Of LL w 0 N LL U W Lj W c� m W w w W N W 0 ¢ m X o a \NEER co i U.1 > U a d of Q c. a s 7 71 J r pa a e J o m� �W � o �yq� � a DATE 5/28/2013 PA JOB No. 2078B M01 :11 OF 13 SHEET' M01 :11 OF 13 SHEET' GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4472, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED MAY 2006. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF -WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF A PERMIT. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT -OF -WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 48 HOURS NOTICE. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1- 800 - 227 -2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 15. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. COB SEWER SPECIFICATIONS 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. 3. PVC PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D3034 AND SDR -35. 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. B. 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. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 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 PROPERTY LINE PER C.O.B. STD. 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. B. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS SW -4 AND SW -5 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 CITY OF BAKERSFIELD STANDARD DRAWINGS SW -6. 10. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION 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. COB SEWER SPECIFICATIONS 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 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 STORM DRAIN NOTES 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 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 CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 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 1%. 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. RECORD DRAWING PWAscsn- I A &Jb 6 t;T- I-RED W. PORTER, RCE 33448 EXP. DATE NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CITY STD. No. DESCRIPTION CITY STD. No. DESCRIPTION ® SW -1 SEWER LATERAL MARKER ❑ D -6 LANDSCAPED CONSTRUCTED CHANNELS ❑ SW -2 w 4 0 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ D -7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS ❑ SW -3 z PAVEMENT PATCHES ❑ D -8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS ® SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION ® D -9 PIPE SADDLE DETAIL ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ D -10 SIDEWALK UNDERDRAIN ® SW -6 6" CLEAN OUT ® D -11 DRAINAGE BASIN ® SW -7 HOUSE CONNECTION WITH VCP SADDLE ® D -12 CHAIN LINK FENCES ❑ SW -8 INDUSTRIAL SAND TRAP ® D -13 CHAIN LINK GATES ❑ SW -10 SAND TRAP ® D -14 CATCH BASIN, TYPE "A" ❑ SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ D -15 CATCH BASIN, TYPE "A -1" ❑ SW -12 SEWER LIFT STATION VALVE BOX ® D -16 GUTTER DEPRESSIONS ❑ D -1 INTENSITY VS. DURATION CURVES ❑ D -17 JUNCTION BOX ❑ D -2 RATIONAL METHOD RUNOFF COEFFICIENTS ❑ D -18 MANHOLE, TYPE "B" ❑ D -3 CHANNEL PROTECTION ❑ D -19 DRAINAGE WELL, TYPE "B" ❑ D -4 CHANNEL PROTECTION ® ST -22 TRENCH BACKFILL & COMPACTION ❑ D -5 RIGHT OF WAY FOR NATURAL CHANNELS ❑ ST -6 STANDARD PAVEMENT PATCHES Lv Lv V) (n SOUNDWALL BY SEPARATE PLAN Q Q 0- CL DRAINAGE BASIN DETAIL _N_ � SCALE 1"=30' U ° LL LL pa V LLp worn z�mW wZ0F cwnmwcnww¢�o �j - o LLZaz w V C z z w w= o rr:0 Z ° >MC"Q U) LL - �pZJwcnU 2, wQ�C7� LLJ of w20WQwaiv�+Qi �cU) wL.V� ZHUFtn�0LL 0 �a 00�w <2'Owz ui viw- ,@2-0¢ZU zZ0LLazzo�2 C9� Ocn�p�0m w w }> p J Z= w °wawm�w�-cn0 Q��oZWOOam EJ oWz W22 w w z ° Z��CnJ�Z o > ZOO WW O W 6982 Qw+- awr -cn° a Z p w w w O z Q o a z wm W>w o U) C) a=SWFZo2o° co��w u Z w'- f z o w U w w D a z U W Z 0 w x =aww Z J O W 8 0 a? T H <<NF _- w w � -o Z 9 2 U N w= L w O w w W cn w O m�z?V °¢ =a m cn mwoozJ?p¢m Q J�wc) >i-- wwUOwz rn }cn F_�om�_Oow<m DBL GATE PER 13 t� 00 N 0 U z U) o Ch ui Z 2, U-) W E o > t N M U =5 U 0 �rD Q) X ca Q ^ 43) � LL 0 �/ / Y Z cu m N -� w Wo �S �Z_ry �_ M V N � Z Wo0 w r 0 0- L iI I B ELM AC AVENUE -� p D Ln w 4 0 • N IL LL W U > J CONSTRUCT 6' CHAIN -LINK FENCE z CONSTRUCT 14' WIDE DATE 5/28/2013 w REDWOOD SLATS PER C.O.B. STD. DWG. D -12 w w LL C.O.B. STD. DWG. D- U- a p a N N s/ +� %i PX• 1y J N„ r Q CONSTRUCT OUTLET z Q a_ STRUCTURE PER C.O.B. . . 12Q � w Y o < 2 :1 BOTTOM OF SUMP = 365.50 � M w TYP SUMP HIGH WATER = 373.50 2 :1 oQ m w �' CAPACITY REQUIRED = 3.75 AC -FT Trn ro CAPACITY PROVIDED = 3.90 AC -FT m N I}- N Lv Lv V) (n SOUNDWALL BY SEPARATE PLAN Q Q 0- CL DRAINAGE BASIN DETAIL _N_ � SCALE 1"=30' U ° LL LL pa V LLp worn z�mW wZ0F cwnmwcnww¢�o �j - o LLZaz w V C z z w w= o rr:0 Z ° >MC"Q U) LL - �pZJwcnU 2, wQ�C7� LLJ of w20WQwaiv�+Qi �cU) wL.V� ZHUFtn�0LL 0 �a 00�w <2'Owz ui viw- ,@2-0¢ZU zZ0LLazzo�2 C9� Ocn�p�0m w w }> p J Z= w °wawm�w�-cn0 Q��oZWOOam EJ oWz W22 w w z ° Z��CnJ�Z o > ZOO WW O W 6982 Qw+- awr -cn° a Z p w w w O z Q o a z wm W>w o U) C) a=SWFZo2o° co��w u Z w'- f z o w U w w D a z U W Z 0 w x =aww Z J O W 8 0 a? T H <<NF _- w w � -o Z 9 2 U N w= L w O w w W cn w O m�z?V °¢ =a m cn mwoozJ?p¢m Q J�wc) >i-- wwUOwz rn }cn F_�om�_Oow<m DBL GATE PER 13 t� 00 N 0 U z U) o Ch ui Z 2, U-) W E o > t N M U =5 U 0 �rD Q) X ca Q ^ 43) � LL 0 �/ / Y Z cu m N -� w Wo �S �Z_ry �_ M V N � Z Wo0 w r 0 0- L iI I 0 Ln w 4 0 LU 0 N IL LL W U > z DATE 5/28/2013 0 W w U w w LL w > w U- a p a ��G�NEER .k b, =�v Q' ao � 4 M W _� U U V o a dam, a z J a Z (y) Q lfi 0� co D (p �U oQ U) 06 0� w 3: w U) W 0 H Z J Q W Z W U) C� J Q W D U) z 0 Ln w w DATE 5/28/2013 PA JOB No. 20786 SHEET 2 OF 13 SHEETS! r RECORD DRAWING pOASE-S l 8Y: FRED W. PORTER, DICE 33448 EXP. CONSTRUCTION NOTES Os INSTALL SEWER MANHOLE C INSTALL SEWER CLEANOUT ALL INSTALL SEWER BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE o� INSTALL TYPE "A" CATCH -BASIN 13 RIGHT -OF -WAY DATE - - EX S - - EXISTING SEWER - - - -EX SD -- EXISTING STORM DRAIN - — — " "/ -- EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION i I I 10 +00.00 i I I I I ( I I Q0 OF- Q Q�� U li }o to CD z C61 Ld 0- U O J U W � L N 3 40 z m W C.7 d O U 0W N + M r- 3 U � N :4k 0 04 U N N ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. Z Z 0 o N = Z J O 0W ZW W o 13 ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. o d + � cOl OO Q 00 W ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. W W ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER 12' TOP= 376.2± FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. — ALL MANHOLES SHALL BE RAISED TO GRADE WITH CONSTRUCTION OF IMPROVEMENTS KI WITHIN PHASE. O Lo :2 Lo U � N :4k 0 04 U N N Ld of J O N O J x W LLJ Z Z 0 o N = Z J O 0W ZW W o 13 O NN c) O O M d + � cOl OO Q 00 W T N * (n COUNTY OF KERN W W ° O -) (n rial Ell m � INSTALL 280± L.F. o 0 LLI ®af W v WITH PHASE 1 • -3G7. Lo % QO(n 0 N ui 0W ZW W o 13 V? L0 NN n 14 M � + N p Vi OO Q 00 V) W ±I(n -- - - W W ° O -) (n -- tn : — OQ m � INSTALL 280± L.F. o 8" PVC SEWER @ 0. LLI ®af W v WITH PHASE 1 • -3G7. f— 04 0:4k 0 04 % QO(n W U ui 0W ZW W o LLJ V? L0 0 _ n z M � + N p Vi 5 INSTALL TEMPORARY U21 CHRISTY BOX WITH U21 -NT GRATE @ 376.2 ±, SANDBAG INLET AND GRADE SURROUNDING AREAS TO DRAIN INTO CHRISTY BOX 18" INV S= 18" INV S -E -W= 368.08 367.86 LCONSTRUCT 23± L.F. 18" CL -3 •72- RCP w /RGJ STORM DRAIN @ 0 8707 o A STORM DRAIN SECTION � , N.T.S. U i J z o o= U Z Q Q! LLJ + ,,, oU) N 6 ' TRACT BDRY /CITY OF BAKERSFIELD BOUNDARY 10' 20' 20 1 ' p II I _ 10 II 14+70.00 f-c TYP. N = r— o in 17 +50.00 cv 20 +69.47 _- -- -- - - '� 18 i Y� 20 �_ II PIPE SADDLE - - -- -- - - -- - - - -- -- = - -- - � o - 1 � - - -- - - -_ -_ I — I PER D -9 0 S 5, I I 6bpll lI 6 0' 1 1 20 0' 1 1 20' -r INSTALL 280± L.F. 12 13 8" PVC SEWER @ 0. Q W WITH PHASE 1 • -3G7. f— 04 0:4k 0 04 % w _ W � ui z o z O OZ O W o O ci ui W (n OO Q 00 V) W ±I(n N INSTALL TEMPORARY U21 CHRISTY BOX WITH U21 -NT GRATE @ 376.2 ±, SANDBAG INLET AND GRADE SURROUNDING AREAS TO DRAIN INTO CHRISTY BOX 18" INV S= 18" INV S -E -W= 368.08 367.86 LCONSTRUCT 23± L.F. 18" CL -3 •72- RCP w /RGJ STORM DRAIN @ 0 8707 o A STORM DRAIN SECTION � , N.T.S. U i J z o o= U Z Q Q! LLJ + ,,, oU) N 6 ' TRACT BDRY /CITY OF BAKERSFIELD BOUNDARY 10' 20' 20 1 ' p II I _ 10 II 14+70.00 f-c TYP. N = r— o in 17 +50.00 cv 20 +69.47 _- -- -- - - '� 18 i Y� 20 �_ II PIPE SADDLE - - -- -- - - -- - - - -- -- = - -- - � o - 1 � - - -- - - -_ -_ I — I PER D -9 0 S 5, I I 6bpll lI 6 0' 1 1 20 0' 1 1 20' -r IY'� 12 13 5­1 I I Q W O In f— 04 0:4k 0 04 % w _ CITY OF BAKERSFIELD v � �- v � V) � z w Z0U) IY'� INSTALL 329± L.F. 8" PVC SEWER @ 0.35*7. WITH PHASE 1 347 wow s, 1-100 U N f— 04 0:4k 0 04 z< � W J= ~Oc V) Wm � �J(n OO Oa 0Z 0z--Oa ZO W o 0 Z �� OJ zW OO Q 00 V) W (10 Lo + � S W W 00 O -) (n (n O tn : V) OQ ^Z . . ..INV s -E -w= ...:...... :... :. r- O Lo :2 Lo d a 21" INV •E_ 21"" 21 "" INV •W =. . +6 ItIvi 0 `- => 30" IN _ . . . . . . . . . . . . . . . . . . . . . . . . INSTALL 95± L.F. 18" .. -- : INSTALL- 237± - L.F. -18" . . . . . . . . . . CL -3 RCP .w /RGJ. - _ .INSTALL 280 ±. L.F. 18" . . t/) + O a 362. y , - STORM DRAIN. @ 1.54% C� 3 -RCP w /RGJ STORM- DRAIN @ 0.44% . CL -3 RCP w /RGJ STORM DRAIN @ 0.�% 366.++.,40 CL� 3 RCP w /RGJ STORM DRAIN @ 0. V) WITtI PHASE .1. . . . . . .WITH .PHASE 1 . . . . . . . 5 . . PHASE 1 . . . . . . . . . . . . . . . . . . . . .WITH .PHASE 1 . . . . ..I B'/. . . . . . . . . . . . . . . . . . 36 2 TELSTAR AVENUE ................................... . . . . .. : ... . . . . PPRO%19ATf DES /GN GRADE. /'AZVE STORM GRAIN AND SEWER 11 _ -. . ,378 . . . . . . . . . . . . . . . . . . . . . . �_> . . . . . . . . . - - - - -- - ................. 374 :... : ...:...:...:... :...:...:. ���� �� ti°� :�.� „ '� . r . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . :•�g S� 8" INV E -W= . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 LL U LL W 2E20 worn WW-W UzWLu (nm=InITui Wp W -i 'O 'SF=-LLzaZ a¢ z V z w O Q �O m�� r�O�� 0z -jcnU) U Q w�221 Jcn=2ZM �W r•- ¢ZCnw�� w18Fw 0u- ¢� S Z Z O o W Ow��cn ZZZ0 uii ¢�O LL3:ozmw zzaaOZ�mZ� 6 K O -0 % 6 C mo p as ww�jpv=i�W �=Q���US zZ° ¢F- �pzwpOOm W11_Z a' cnr-� p0�¢�wWZp¢ p z VJJ�Z> Z f O< p= U 0 ¢wE- ¢wl -cn° a zOZw`W"ow°Za o w O Z 2 U ui Z Z U= U w N z w¢ O w H Z W ¢ U U U Z p m a w Z Z LL > v , (n LL (nWD =ZQ�ZOo Q�OwOOa�r= -~ O w� U` N W 2 p Z Q 4 o p Zp =Ufnw2 aw >¢LLz UJ ¢p0 Ln O zcn na¢ te mccn - :)Zpirw Co O W z w v z w O w m U) y U) = H '7 w HO D W Q D -N- HORIZONTAL: 1"=50' VERTICAL: 1"=4' APPROX /MATE DES /GN GRAOLF ' ........ : ABOi!E.STORM O. . .AND S. . . . . . . : : � ��� ��'�. :378 . � ,'1� . r ........................... �� . �`!� 374 8" INV -E -W =. . . . . . 37.0: 35 . . . . . . . . . . . . . . : �6 2 8„ IN V.N - 370' INSTALL 280± L.F. 8" PVC SEWER @ 0.-&7. WITH PHASE 1 33 � INSTALL 329± L.F. 8" PVC SEWER @ 0.35*7. WITH PHASE 1 347 w F_ 0 1-100 U N f— 04 0:4k 0 04 U� F- co � Q of (� H0 CAL' (� ~� J= ~Oc V) Wm � �J(n OO Oa 0Z 0z--Oa ZO Z oz- Q Q ISO U Q U co 00 OO Q 00 00 Lo + � Lo + � � � W) � 00 (n d - - 18" INV W -E= 0 (n O N N, ................................... . . . . .. : ... . . . . PPRO%19ATf DES /GN GRADE. /'AZVE STORM GRAIN AND SEWER 11 _ -. . ,378 . . . . . . . . . . . . . . . . . . . . . . �_> . . . . . . . . . - - - - -- - ................. 374 :... : ...:...:...:... :...:...:. ���� �� ti°� :�.� „ '� . r . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . :•�g S� 8" INV E -W= . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 LL U LL W 2E20 worn WW-W UzWLu (nm=InITui Wp W -i 'O 'SF=-LLzaZ a¢ z V z w O Q �O m�� r�O�� 0z -jcnU) U Q w�221 Jcn=2ZM �W r•- ¢ZCnw�� w18Fw 0u- ¢� S Z Z O o W Ow��cn ZZZ0 uii ¢�O LL3:ozmw zzaaOZ�mZ� 6 K O -0 % 6 C mo p as ww�jpv=i�W �=Q���US zZ° ¢F- �pzwpOOm W11_Z a' cnr-� p0�¢�wWZp¢ p z VJJ�Z> Z f O< p= U 0 ¢wE- ¢wl -cn° a zOZw`W"ow°Za o w O Z 2 U ui Z Z U= U w N z w¢ O w H Z W ¢ U U U Z p m a w Z Z LL > v , (n LL (nWD =ZQ�ZOo Q�OwOOa�r= -~ O w� U` N W 2 p Z Q 4 o p Zp =Ufnw2 aw >¢LLz UJ ¢p0 Ln O zcn na¢ te mccn - :)Zpirw Co O W z w v z w O w m U) y U) = H '7 w HO D W Q D -N- HORIZONTAL: 1"=50' VERTICAL: 1"=4' APPROX /MATE DES /GN GRAOLF ' ........ : ABOi!E.STORM O. . .AND S. . . . . . . : : � ��� ��'�. :378 . � ,'1� . r ........................... �� . �`!� 374 8" INV -E -W =. . . . . . 37.0: 35 . . . . . . . . . . . . . . : �6 2 8„ IN V.N - 370' w F_ 0 : 9.5�� 3 N LL W> W Z W a > w F- o :...:... :... :... :...:...:...:...:...:...:... :.. :.......: :...:...: - -• - -- ............... ......37 0 ........................ : �.. ��. ........:...:... ........-----...... ............................... ...... �4' • - - 18" INV W -E= - 366 : ................ .......�,��.................... 368.E . ............ . . ..INV s -E -w= ...:...... :... :. 366 O8 357. : : 18 ". INV S-_ 21" INV •E_ 21"" 21 "" INV •W =. . 367.6 � �' 366.E -.40 30" IN _ . . . . . . . . . . . . . . . . . . . . . . . . INSTALL 95± L.F. 18" .. -- : INSTALL- 237± - L.F. -18" . . . . . . . . . . CL -3 RCP .w /RGJ. - _ .INSTALL 280 ±. L.F. 18" . . . . . . . . . . 7 24 ". INV .N. O I INSTALL 326 L.F. :21" _ . . . . . 3 66 O 362. y , - STORM DRAIN. @ 1.54% C� 3 -RCP w /RGJ STORM- DRAIN @ 0.44% . CL -3 RCP w /RGJ STORM DRAIN @ 0.�% 366.++.,40 CL� 3 RCP w /RGJ STORM DRAIN @ 0. WITtI PHASE .1. . . . . . .WITH .PHASE 1 . . . . . . . 5 . . . . . . . . . . . .WITH. PHASE .1. . . . . 2.1 ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . .WITH .PHASE 1 . . . . ..I B'/. . . . . . . . . . . . . . . . . . 36 2 ................................................................................ ........I...................... 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21+00 PROFILE U z W Q U O U) Q 06 Of ui ct O 0- C) M Z 2 r L L N U C.0 N �(o TX ti Y Z m N co W a) o W N� Z N f_n n M y N Co Z C) (C) W \NEER # b c i 4- M Q w 0. °, Li �' o z Q J d Z M w < Lr) Z) of 00 z 0 CO > 0 c) < U) QU) J LLI � � F W 3: W U) U) I i r7 - 0 o� 3 0 r7 Of V) 00 0 N i ° Z o 0 Lf)1 �3 Go DATE 5/28/2013 cn PA JOB No. 2078B z � SHEET W 0 m N OF 13 SHEETS w F_ 0 W ui LL N LL W> W Z W a > w F- o w W a \NEER # b c i 4- M Q w 0. °, Li �' o z Q J d Z M w < Lr) Z) of 00 z 0 CO > 0 c) < U) QU) J LLI � � F W 3: W U) U) I i r7 - 0 o� 3 0 r7 Of V) 00 0 N i ° Z o 0 Lf)1 �3 Go DATE 5/28/2013 cn PA JOB No. 2078B z � SHEET W 0 m N OF 13 SHEETS REVISIONS APPROV D BY: FRED W. PORTER RCE 33448 MARIAN P. -SHAW RCE 32178 7z F-1 CONSTRUCTION NOTES OS INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT PVC SEWER @ 0.3�%- INSTALL SEWER POINT OF CONNECTION WITH SEWER MAIN. WITH PHASE 1 .375 INSTALL STORM DRAIN Q) INSTALL STORM DRAIN MANHOLE 17 INSTALL TYPE "A" CATCH —BASIN II RIGHT —OF —WAY — — --EX S — - EXISTING SEWER - - -EX SD - -- EXISTING STORM DRAIN — —'� — EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION U N O � J N O z = Oz U Q O ui cr O � + W O 15 16 14 N Ln + � o O x _ 13 + +oo.00 Lo��M INSTALL 173± L.F. N I 8" PVC SEWER @ 0.3�%- ALL I I POINT OF CONNECTION WITH SEWER MAIN. WITH PHASE 1 .375 UN HAVE A I I 1 5' co — 17 ALL 36' II WITHIN PHASE. + II 5' !I V) J cn !!� U 19 = 0 Q O Uzo Q o C LLI m O Q:DW to ui W Zw 0 W >� +� mQW o¢ W O O 00 +o + O vi 378:...:: 374:...:. 0 0 4k W J zo O= oz Q co M o0 (I= Co W + W �V) r 00 N + 20 370:...:x, eC06 � 366:...:.. 362........ z M d U O J W 00 Doff ccoo + T \ ui <ZW Z W > (/) F— Q W Lli ALL PLAN VIEW STATIONING IS INSTALL 173± L.F. ALL SEWER LATERALS ARE 4" 8" PVC SEWER @ 0.3�%- ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. WITH PHASE 1 .375 UN HAVE A UO� FLOWLINE AND A 2.25' MIN. — 7' MAX. O�4k ALL O WITH CONSTRUCTION OF IMPROVEMENTS WITHIN PHASE. Of II U) Ld V) J cn _j O ' er U O = 0 Q O Uzo Q o C O m O m 12' ui 0- ui 0 cc L +� + Z O W O 00 (n W � > V) 370:...:x, eC06 � 366:...:.. 362........ z M d U O J W 00 Doff ccoo + T \ ui <ZW Z W > (/) F— Q W Lli 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 2.25' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. ALL MANHOLES SHALL BE RAISED TO GRADE WITH CONSTRUCTION OF IMPROVEMENTS WITHIN PHASE. Of II RECORD DRAINING FR AL 8Y; ER –D W. PORTER, RCE 53448 EXP. DATE U 11 2U 1 C. N@ 0 52 `. zltz S o ?M DF-Rr II 18 CONSTRUCT PIPE SADDLE PER II II 0 C.O.B. STD. DWG. D -9. II II 11 +73.16 0 12' TYP. Of II 33 13 Lo 4 14 cn 5' I w J � II mil II L- LJ i 12' 0' 0- m 5 0 Lij U Z c W F- V) 00 (n W � > V) + 4' TYP.� + Uo + Ld HORIZONTAL: 1 " =50' Q 2 + w f N r7 r7 w w 24 21 22 23 U N zw OJ UO _ to r Q � co + p I 25 PHASE 1 U I— z* N 00 oZ .¢ Lo Np ui 18" INV E 372.4-8,24 21" INV W= 366.4-4.3 24" INV N= 366.44 U r7 O � W N J z O = oz U d O � O L0 W CO Lo N 18" INV W= 372.51 CONSTRUCT 16± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN @ 1.26% WITH PHASE 1 I 30" INV S= I 366.44 •35 A STORM DRAIN SECTION ry N.T.S. 16 `n 17 - -- -- - - 1 II Of °� W W F- > W of Z = Ld Li- > U) Q W LLI SUNCRISP LANE INSTALL 397± L.F. PVC SEWER @ 0.2t% -- WITH PHASE 1 • 26 U F_ N Z O U O O rri r- + Lo w J O _ Z Q U Co O W � J V) O Z = z O< O O tf) W 3: W + N 00 U S a v o w o w Iz- w ccom=Zwwat -o E�z0!,=- izoz w=az�oW''w"�o �cn�FZ ° >m Q t�- OO!�-OZ�v~ivic? U O 2w w� _QZmw §a U�2 � w z 0° 1 0 w 9 o w§ i 2 Z W ozat- ¢Lr -F - Fa OO § � z } w V3WYwprnpQZU 6—z 0O(noggpa >OUZ :L cnww oWzQwwoSW"__2 Q = o z W p o o m O ZOIw 9, cn �o> z O m o W 0 0 0 2 U — U a' LL Z O Z Q Z p w w oQpaZaFO>v0 Q W O z 2 U zO z Oz UZ H Z WW §WQ U Qw OW2 a�cwi�Q¢Uwwn E0 (n W �=ZQUZw� � =cri�Qww��O Z�SU(n W S � W 3z0x >o,ocLLnt~- � >Q(�z- w<0o W wU) -'�� LL z >Ywt- — (nOcn- m W O W z p? 0 j m wwUOwZ�'w>-ccn =_ Ln w m O� w z z) t-F- oat -UOof ¢2 C. N@ 0 52 `. zltz S o ?M DF-Rr ° 18 � t\ = 0 00 r` r__� 0 Of II 33 cn 5' I w J � II mil II L- LJ i 12' 0' 0- m 5 0 Lij U Z c 18" INV W= 372.51 CONSTRUCT 16± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN @ 1.26% WITH PHASE 1 I 30" INV S= I 366.44 •35 A STORM DRAIN SECTION ry N.T.S. 16 `n 17 - -- -- - - 1 II Of °� W W F- > W of Z = Ld Li- > U) Q W LLI SUNCRISP LANE INSTALL 397± L.F. PVC SEWER @ 0.2t% -- WITH PHASE 1 • 26 U F_ N Z O U O O rri r- + Lo w J O _ Z Q U Co O W � J V) O Z = z O< O O tf) W 3: W + N 00 U S a v o w o w Iz- w ccom=Zwwat -o E�z0!,=- izoz w=az�oW''w"�o �cn�FZ ° >m Q t�- OO!�-OZ�v~ivic? U O 2w w� _QZmw §a U�2 � w z 0° 1 0 w 9 o w§ i 2 Z W ozat- ¢Lr -F - Fa OO § � z } w V3WYwprnpQZU 6—z 0O(noggpa >OUZ :L cnww oWzQwwoSW"__2 Q = o z W p o o m O ZOIw 9, cn �o> z O m o W 0 0 0 2 U — U a' LL Z O Z Q Z p w w oQpaZaFO>v0 Q W O z 2 U zO z Oz UZ H Z WW §WQ U Qw OW2 a�cwi�Q¢Uwwn E0 (n W �=ZQUZw� � =cri�Qww��O Z�SU(n W S � W 3z0x >o,ocLLnt~- � >Q(�z- w<0o W wU) -'�� LL z >Ywt- — (nOcn- m W O W z p? 0 j m wwUOwZ�'w>-ccn =_ Ln w m O� w z z) t-F- oat -UOof ¢2 INSTALL 280± L.F. " PVC SEWER @ 0.3t% WITH PHASE 1 .375'/- O ¢ VERTICAL: 1"=4' Lo M ro + Q 00 N :........378 ............374 ............370 �69�'\ ?s........366 . . . . . . . ... . . STORM DRAIN © 0.10% ,. •r<AF • W/.RVJ oa WR•cw• UR/•irly •U. U.#MZ,, . . . . . . . . . (UL• —.i N(-F'• w /KUJ• t Ik)KM •U•KAIN• @ •O.fi?! . WITH PHASE 1 : : : : WITH: PHASE 1 ►49/. WITH PHASE 1 . . . . . . . . . . . . . . 358 :.......: ................... ................ ............................358 ...................................................... ............................... 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 PROFILE U Z 0 Wzm, 'o �--� W .o o '<< w E N c`7 U 0 N -(0 T V u z c° 0] N c0 W N O odZ N M ry 0 N Z o cm Ljj w o O C. N@ 0 52 `. I I w S o ?M DF-Rr ° 18 18 +40.0 Q 0 Of II 33 5' I w U II mil II 5 , 47 11 II � , 5 cr_ Z W F— LLJ W W F- V) 00 (n W � > V) OJ _m aW Uo Z Ld HORIZONTAL: 1 " =50' INSTALL 280± L.F. " PVC SEWER @ 0.3t% WITH PHASE 1 .375'/- O ¢ VERTICAL: 1"=4' Lo M ro + Q 00 N :........378 ............374 ............370 �69�'\ ?s........366 . . . . . . . ... . . STORM DRAIN © 0.10% ,. •r<AF • W/.RVJ oa WR•cw• UR/•irly •U. U.#MZ,, . . . . . . . . . (UL• —.i N(-F'• w /KUJ• t Ik)KM •U•KAIN• @ •O.fi?! . WITH PHASE 1 : : : : WITH: PHASE 1 ►49/. WITH PHASE 1 . . . . . . . . . . . . . . 358 :.......: ................... ................ ............................358 ...................................................... ............................... 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 PROFILE U Z 0 Wzm, 'o �--� W .o o '<< w E N c`7 U 0 N -(0 T V u z c° 0] N c0 W N O odZ N M ry 0 N Z o cm Ljj w o O Q� 00 YV c ca °� M W ; > U oU- 0 °� U V 0 o- d of 10321 4( S�P� U) Z Q J z Cy) w QLo z 0� co a o�� 0 U U ~ Q Z its �. (n ry w w N� o Z 00 Qul N w Z Z o °-ter aw`a 3 Op O= ro Za° j� cr_w0 BOO Ill o w Q O t- N U) W 3 W_a z DG_ i Z >010 0 o w of co (n of o_ 5a N DATE 01/09/2014 V) PA JOB No. 2078B t- z w SHEET 0 m 00 rl- 0 6R c"I OE 13 SHEETS I I w Q 0 Of N LLI w U cr_ WC5 W U 0 m Z w w w w a o U_ a Q� 00 YV c ca °� M W ; > U oU- 0 °� U V 0 o- d of 10321 4( S�P� U) Z Q J z Cy) w QLo z 0� co a o�� 0 U U ~ Q Z its �. (n ry w w N� o Z 00 Qul N w Z Z o °-ter aw`a 3 Op O= ro Za° j� cr_w0 BOO Ill o w Q O t- N U) W 3 W_a z DG_ i Z >010 0 o w of co (n of o_ 5a N DATE 01/09/2014 V) PA JOB No. 2078B t- z w SHEET 0 m 00 rl- 0 6R c"I OE 13 SHEETS CONSTRUCTION NOTES Os INSTALL SEWER MANHOLE C INSTALL SEWER CLEANOUT 0') INSTALL SEWER W INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE r- INSTALL TYPE "A" CATCH -BASIN - - RIGHT -OF -WAY Z Lit EXISTING SEWER - -- -'x, 5�- -- EXISTING STORM DRAIN - - - -" - EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. z ui rn w 0 0') rn � W ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. oQ r- r of W J r- Z Lit wIH g W ��-- +�M x w� J W w + N jj + + W + ui + P7 (n It (n j + (nO ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. V)O II II p II J II J N 41z: ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER 'er m ry v O a- I --5' 5' T OU m FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. Z w p ►� N . . O Z w p 0 ALL MANHOLES SHALL BE RAISED TO GRADE WITH CONSTRUCTION OF IMPROVEMENTS < 55 54 0 QY 53 + M WITHIN PHASE. N 20 19 N w w I I 16 + CONSTRUCT 32 L.F.± 18" I 18" INV N -S= CL -3 RCP w /RGJ STORM t+7 373.151 (n 18" INV N= DRAIN © 1.00% WITH PHASE 1 i r• N I 373.31 18" INV S= CONSTRUCT 16 L.F.± 18" CL -3 Li LLJ 373.47 18" INV N -S= RCP w /RGJ STORMDRAIN ® 1.00% 373.28 I WITH PHASE 1 18" INV W= Q Q 370.8 6" SWR INV= O 0 370 0 U) °r;RECOR® -1 AU � 0 ww F- J (/)0 2,Z,/ 124c Z = oz Bid, FRED W. PORTER, RCE 33448 EXP� DATE ox o 58 57 56 +W 0 r 0 ro 0 O O 0 + o rn 'n 11 N 0. °0 I to o II cD N 5' II o+ + 12, II h II 47 48 O W W F-� W Qa= of Z J� UO U) W LLI O Q (n cV 7- + p O �r H U Z O U O O L6 O + O r 382..... to U W af J H O (n = Z Z 0 Q� W O W N N + O r 378.........1 A STORM DRAIN SECTION llln+ N.T.S. r7 rn r) M Ii r7 O 0 r N It Ln c0 I� 00 00 Ln + N n Q z + + + + 4' TYP. + + + rn N d Ln co f r co cn Q Q 49 50 51 52 0 22 23 24 25 26 27 ~ U N VIA z ui r Z_ CD 0 Iz4k UI:*t Z W U 4k 0 U _ Q oQ Mod O J Dui 0< of W J 0 Z Lit wIH g W ��-- +�M x w� J W w + N jj + + W + ui + P7 (n It (n j + (nO r UQ O V)O V)0 U)O ........382 OZ 'er ,� ,� . � �� T�B �y�� O LLJ O,J OI� T . . OU . 0 ►� N . . N O U O U O < 55 54 0 QY 53 + M ° 21 N N 20 19 N w w 18 17 16 + N It t+7 (n r• N I Li LLJ Q Q O 0 0 U) O 0 CD 0 n 00 CO N �4' TYP. N ,� N L n Ln C 1201 N N 13 Lo N /N N N 15 16 N 17 S C C S � Ln I � o� o) in a-) r7 rn r) M Ii r7 O 0 r N It Ln c0 I� 00 00 Ln + N n Q z + + + + 4' TYP. + + + rn N d Ln co f r co cn Q Q 49 50 51 52 0 22 23 24 25 26 27 ~ U N Z N O z ui rn m W N w a(W UIO O Z W + OU 0 U _ Q oQ Mod O J Dui 0< C) U � 0 O 00 00 O g W + +�M x 6 w p w ui W w PHASES 1 & 2 RIBSTON AVENUE INSTALL 329± L.F. 18" L -3 RCP w /RGJ STORM DRAIN Cam? 04-W. 15 O N U o E U 0 m ow wmwcnw W < — w w "O,D T, z a W S Z' Z W W= ZME�g� gwi =�Qzmw Ui LL ow �a0ogw�U) m a�ooz ° °} U m z Z w w w Z a Z W Vj CD C2C 30:2wmlo W wr > o�?Z2co 0 W Q W ��wF.'Cn <FS- 2 °o��00 wzZ� oO�Q�wwZo z o= p= 0 0 0 Q zpwWw�w0z O w zaF2w >p � UTSIL'<OQO m :Pzcnin a�cw» >¢OwU)2 % w w.= Z Q U z a ir z� c9cnwS�zaQO _Z f- O2UCgw2 � ¢�zx>o_�LL p m W W= Zj w Z w<0OZNCw OOOmUUzDZZQ UOwz co =xDxxo�a W w LUZ O 00 W O Z O W V_ V) Q I--- LJ 0 28 -N- HORIZONTAL: 1"=50' VERTICAL: 1"=4' qk O - WITH PHASE 1 o � U O H It H M U' v U z ui J o af w a(W of of F- of w I �I i.i 4 0 N0 = Z= Ni0 Z= ((n0 (! O (n0 Z Z Z Z Z= U �— O< O< O J Dui 0< C) U � 0 O 00 00 O g W m x 6 w p w ui W w + N jj + + W + ui + P7 (n It (n j + a r I r• r r r 00 ................ . .. ............. ............................... �_ ........382 APPROXIMATE:DESION .GRADE . ABODE STORM DRA /N AND SEWER `�� ^, ' .� �� ,� ,� . � �� T�B �y�� - APPROX /MATE DESIGN GRADE A801,f SEifR' MAIN. . . . . 8 T . . . - - - - . . . . . . . . . . . . - - - - - - 374: . . . : - 74 . . . . . . • 18" INV E -S= 370.x. 5 8 370........:. ;. .6 ... ...... ............ ��..... ��':..:. a>> . . . . ........... ..........:..... ........370 �. . . . . . . - . . ....:...:...:...�`o cp.. _... . o,�\..... ...........�'�.... ......... 6 .............. :.-- :--- ...........3.... ........ 366:...��......:•2� :...:...:...:...:...:...:...: ...:...�...:...:...:...:...:.. :...:...:...:�'^..:... :... :366 �, .............. - -..... INSTALL 285± L.F. INSTALL 100± L.F.* INSTALL 100± L.F. INSTALL 280± L.F. 8"' PVC: SEWER "d 0.� . . . . . . . . . . . . 6„ PV ' SEW R . Q . 8„ PVC SEWER @'"0'.3'5'%' . 6 . PVC SEWER. � 1.00% C. E 1..00 •I . WITH PHASE 1 •2q' /• WITH PHASE 1 WITH PHASE 2 WITH -PHASE 2 362 .................................................................................. .......................... :...: ....... ........................ 362 .................................................................................................................. ............................... 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 PROFILE D r7 co N 0 V z (n o M W Z MLo Q W Lo N c4 ch U O cl) -6 CD m� U) V N Y Z c6 ED N w NN Q)W o 015 M z L` v N � Z o <° W LLI o N O L /G\NEER # b / CD > (U 0. 0 V V O o- dam, Z Q J 0. ZMw < Lr) D �co z oc'o > Q z 0C) 0 �QU) 0� w w U) z 0 W DATE 5/28/2013 PA JOB No. 2078B SHEET 7 OF 13 SHEETS �I i.i 4 0 �•. Ldp (lI N LL > w W C) U � CL K Z O W g W m w co W w � LL n� o a /G\NEER # b / CD > (U 0. 0 V V O o- dam, Z Q J 0. ZMw < Lr) D �co z oc'o > Q z 0C) 0 �QU) 0� w w U) z 0 W DATE 5/28/2013 PA JOB No. 2078B SHEET 7 OF 13 SHEETS I II I II ' 32� 6 2 I 1 20' 26t 1 II 5' I I I 33 I 39 II i ID II ° II I 29' I 5' 6 1 20' 0' 110' I. I 0I LLJ QC � w �:Dw z _j a 0 0 W cn o 37 37 37 1 m*1 REVISIONS APPROVED BY: l•�— J j� 3 -17 -14 FRED W. PORTER DATE RCE 33448 ^ f NAAMAN P. SH W DATE RCE 32178 CONSTRUCTION NOTES t_In Ui 4' TYP. + + SO INSTALL SEWER MANHOLE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED © INSTALL SEWER CLEANOUT ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. �0 INSTALL SEWER ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. cD - - - = INSTALL STORM DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER O INSTALL STORM DRAIN MANHOLE FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. �a INSTALL TYPE "A" CATCH -BASIN ALL MANHOLES SHALL BE RAISED TO GRADE WITH CONSTRUCTION OF IMPROVEMENTS - - RIGHT -OF -WAY WITHIN PHASE. 14 aWi�� - - EX S EXISTING SEWER � C i i 12 13 �w - - -EX SD- - EXISTING STORM DRAIN .5 1�� 17 18 (� O) EXISTING EDGE OF PAVEMENT r-7 + W (n SD STORM DRAIN STATION rs + LJ �>w0 W W J D_ of �UZ SS SANITARY SEWER STATION � � i-'o U'� t_In Ui 4' TYP. + + ry. �' ' W �iLu of UI + O CN UI D Q N W �- 1..` z I �0 Z:= O Z2 O Z HO (n N cD U),O 0� C) U 0 � plZ i� 0p z 01 ld 0 w U ioN 07 C) N "'o''uj �I� 14 aWi�� � 2 N � C i i 12 13 �w 14 .5 1�� 17 18 (� O) N ; � r-7 + W (n (n in 0 1 > Ow Z Ld 0 << rs + LJ �>w0 W W J D_ of �UZ 25 24 � � � 4' rn TYP. + DATE N + SHEET + N + (D N N N N 00 N N N N 2Q 28 1 0' 1 I , 29 14 6, + 5 I ® w � — — -- I O - 0 12 +80.00 d w J�o 2 ° 29 13 F-- 00 � in 181 w EX. MONITOR WELLS, 4 TOTAL— CONTRACTOR 5---I (/) cn SHALL ADJUST WELL HEAD TO FINISHED 6 GRADE & INSTALL H -20 TRAFFIC RATED 1 20' 0' °� BOX & LID AS APPROVED BY CITY ENGINEER 39' 12 1. G�(D cnw� m >w <bi PHASE 2 (0 PINK LADY WAY o N c i r\ 0-) Li m 01 I ' N � 6 120' 20' 1 � � J <J Yew Z Lw PHASES 2 & 3 a 4' TYP. + + c _J o+o + � o, D Q N W �- 1..` z I �0 C, N VJ v! N + 015 ry 0� LLI + 3: W vi ioN N N N 9 � rn 20 o NL S N N T N 22 I r-7 N a� o0 a� � o PHASES 2 & 3 a I L i _J + + Ln D Q N W I9 1 1..` z I �0 O N VJ v! N + 015 ry 0� LLI + 3: W vi N N N N NL S Q z N 0 N LLL�J N T N 22 3 r-7 `nT 0) in 0 1 > Ow Z Ld 0 << o T �>w0 W W J D_ of �UZ 25 24 � � � 4' rn TYP. + DATE N + SHEET + N + (D N N N N 00 N PHASES 2 & 3 RIBSTON AVENUE 3 I 2 U p LL LL LL p�UO worn w° w r m p z�U) W wZLL � z wnmwcn W W KF F- O F~ L Z a z a Q z U� z a w O 0 ��//��. �c=n<FZo >m�Q VJ �owtzog -jw j2 c7 w�x���x�zm o LiT0 4 W Cnw�LL 0E-v `��oLL <� < W °� �Zp °� a =Q�p Z(~j° W 5 °ar_¢I f -�=- to oza��iio ° }o ^ �X C . O m �J `z EL, Y U (n ° Q Z° P i L.L zo�oogoa �/j C� cu W W j p U� 2 U) 2 Z m N p= Q p w Z Z Q � M U5 xp00 W W a) o W LLF"z— z °cnF -m W s; �02Q� °ZpQ I `�/ N Ar` rrz^ I..L V O z p W W W O Z Q W Z 00 O o�z�xOwUQa W 2 W O z x U o Z Z o xZL. W aO Z m a Z Z z U w° w LL O oof U) W�= Z °Q U Z O Ln �q °� of O LL w x Il z O w U O d— F LLJ W Z G Q p ZpxC�Cn W 2 � W In Owa'O,�wwwulH O W W J p w > pLu V5 n Fj) m w O w z? o¢ m Q� J W U a> r w W UOwz cn�co x x a x O w z° H H p a H U 0 W Q 2 F=-I JZ Z O> Z O Qd w Lol �I� I IL OR 'ry� I r I � r I � N I ' I I y. I i > Q Q Q` o 0� w -N- i HORIZONTAL: 1"=50' VERTICAL: 1"=4' W F- n H N F-!�o Z Uk U UI W I Of J X, _j J = i0 v~i0 � =U 0a oQ o� m O oOf �Of L� 0 ° � � � h1W + + � + �;� 00 N N0O f� j� 382 382 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . APPR0X4MATE DES /GN GRADE 382 ��� A801/E SEWER MA /N _ - Thy - - - . . . . . . . . . . . .ti x�.l . . . . . . . . . . . . . . . . . . . . . . .__ - -- - - __ - - -- -- . . . -. -. . . . . . .. - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 378 378: 4 :...... .... ........................ :... :.. ......... ...:..................................... .. ........... ............378 C� IL . _ . I 374 374: :...:.. :...:...:...:...:...: :...:...:...:.. :...: 374 f o 370 370:... :...:...:...:...:...:...:.. :-..:...:...:.-.:...:...:...:... :... :...:...:...:...:...:...:.. :... 370 8" INV ,E —W= Go 369.88. : : : : : : 0 : ° . . . . . . N i 366 366.... ........................... ............................... .... F`.:................... ............................... .... ........... 366 Co NOTE: VERIFY EXISTING LOCATION AND. cb �� i^`I b" ELEVATION IN FIELD, PRIOR TO . :CONSTRUCTIQN* ANQ NOTIFY ENGINEER :IF i i HER RE Y DISCREPANCIES,—- U) . . . . � . . . 62 z �T E- A AN ' ' ��— 36 .3 W 362 362: . . . INSTALL- 70± L.F .. : . . . . . . . . . . . . . . . . . . INSTALL �304f . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INSTALL �400t "L.:F: . . . . . . . . . . . . . . . . . . . . Fi 8" PVC SEWER W �4 ©Q.35% WITH 8" PVC SEWER © 0.35% 8" PVC SEWER @ G. I /NV 0 : I PHASE. 2 .I : : : : . WITH PHASE: 2 : : : : : : W[TH PHASE .2: : : : .I . : . 3�1��S. C, 2 �� m 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 24 +00 25 +00 26 +00 m r� PROFILE W 'Q w U w �> w w w LU � l Q LL a o a ��G1NEER � b/ 00 y co a° w _� U 0 0 � U O� a dam, � /03� * S�P� I _ I a I L i _J n Ln D Q N W I9 1 1..` z I �0 O + VJ v! + 015 ry 0� LLI + 3: W vi 0 � � W O ti.l D N Z i 0 W co NL Q z N 0 N LLL�J N N p N 0) in 0 1 > Ow Z Ld 0 << o T �>w0 W W J D_ of �UZ 25 24 � DATE N r� SHEET OF 13 SHEETS 00 (D N 00 N N N RIBSTON AVENUE 3 I 2 U p LL LL LL p�UO worn w° w r m p z�U) W wZLL � z wnmwcn W W KF F- O F~ L Z a z a Q z U� z a w O 0 ��//��. �c=n<FZo >m�Q VJ �owtzog -jw j2 c7 w�x���x�zm o LiT0 4 W Cnw�LL 0E-v `��oLL <� < W °� �Zp °� a =Q�p Z(~j° W 5 °ar_¢I f -�=- to oza��iio ° }o ^ �X C . O m �J `z EL, Y U (n ° Q Z° P i L.L zo�oogoa �/j C� cu W W j p U� 2 U) 2 Z m N p= Q p w Z Z Q � M U5 xp00 W W a) o W LLF"z— z °cnF -m W s; �02Q� °ZpQ I `�/ N Ar` rrz^ I..L V O z p W W W O Z Q W Z 00 O o�z�xOwUQa W 2 W O z x U o Z Z o xZL. W aO Z m a Z Z z U w° w LL O oof U) W�= Z °Q U Z O Ln �q °� of O LL w x Il z O w U O d— F LLJ W Z G Q p ZpxC�Cn W 2 � W In Owa'O,�wwwulH O W W J p w > pLu V5 n Fj) m w O w z? o¢ m Q� J W U a> r w W UOwz cn�co x x a x O w z° H H p a H U 0 W Q 2 F=-I JZ Z O> Z O Qd w Lol �I� I IL OR 'ry� I r I � r I � N I ' I I y. I i > Q Q Q` o 0� w -N- i HORIZONTAL: 1"=50' VERTICAL: 1"=4' W F- n H N F-!�o Z Uk U UI W I Of J X, _j J = i0 v~i0 � =U 0a oQ o� m O oOf �Of L� 0 ° � � � h1W + + � + �;� 00 N N0O f� j� 382 382 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . APPR0X4MATE DES /GN GRADE 382 ��� A801/E SEWER MA /N _ - Thy - - - . . . . . . . . . . . .ti x�.l . . . . . . . . . . . . . . . . . . . . . . .__ - -- - - __ - - -- -- . . . -. -. . . . . . .. - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 378 378: 4 :...... .... ........................ :... :.. ......... ...:..................................... .. ........... ............378 C� IL . _ . I 374 374: :...:.. :...:...:...:...:...: :...:...:...:.. :...: 374 f o 370 370:... :...:...:...:...:...:...:.. :-..:...:...:.-.:...:...:...:... :... :...:...:...:...:...:...:.. :... 370 8" INV ,E —W= Go 369.88. : : : : : : 0 : ° . . . . . . N i 366 366.... ........................... ............................... .... F`.:................... ............................... .... ........... 366 Co NOTE: VERIFY EXISTING LOCATION AND. cb �� i^`I b" ELEVATION IN FIELD, PRIOR TO . :CONSTRUCTIQN* ANQ NOTIFY ENGINEER :IF i i HER RE Y DISCREPANCIES,—- U) . . . . � . . . 62 z �T E- A AN ' ' ��— 36 .3 W 362 362: . . . INSTALL- 70± L.F .. : . . . . . . . . . . . . . . . . . . INSTALL �304f . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INSTALL �400t "L.:F: . . . . . . . . . . . . . . . . . . . . Fi 8" PVC SEWER W �4 ©Q.35% WITH 8" PVC SEWER © 0.35% 8" PVC SEWER @ G. I /NV 0 : I PHASE. 2 .I : : : : . WITH PHASE: 2 : : : : : : W[TH PHASE .2: : : : .I . : . 3�1��S. C, 2 �� m 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 24 +00 25 +00 26 +00 m r� PROFILE W 'Q w U w �> w w w LU � l Q LL a o a ��G1NEER � b/ 00 y co a° w _� U 0 0 � U O� a dam, � /03� * S�P� I _ I z i _J n Z �► W D Q 0. 00 z W I9 1 1..` z I �0 O VJ v! co 015 ry 0� LLI 3: W vi 0 � � W O ti.l D N Z i 0 W co <0> I —J Z QN Q z N 0 N LLL�J z < O � � Q wOf 0W Lj ��j� z in 0 1 > Ow Z Ld 0 << O cn �>w0 W W J D_ of �UZ xN DATE 01/09/2014 PA JOB No. 2078B SHEET OF 13 SHEETS CONSTRUCTION NOTES O INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT Z INSTALL SEWER 0 U INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE O INSTALL TYPE "A" CATCH -BASIN - - RIGHT -OF -WAY - - EX - - EXISTING SEWER - - -EX SC - -- EXISTING STORM DRAIN - - - `-;; - EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION RECORD DRAWING PVA ASES 1 M>lIb C REVISIONS APPROV D BY: RCE 33448 i MARIAN P. SHAW RCE 32178 DATE 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 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. ALL MANHOLES SHALL BE RAISED TO GRADE WITH CONSTRUCTION OF IMPROVEMENTS WITHIN PHASE. ■ � � ���iliUTi ■■ 25 (o 12' I, II w O Z O Z O X: 0 U z < U < Q O O M O O N (n N m +o 0 T +W +V) 40 O cn 5' F-„ I O 0 N ■ � � ���iliUTi ■■ o1 1 11 5 12' II � I'I 0 Ln QD 0 N 0 25 (o 12' I, II w O Oa II �WW �� g UQ= oLj j J� UO I- in W 0 2 Q 1 o1 1 11 5 12' II � I'I 0 Ln QD 0 N 0 378'...:..: 374 :..� 370: . / ---z 6--141 � 366 : . DATE A'A 362 :........ 25 (o 43 CL w O Oa 00 N + �WW �� O U-) + UQ= oLj j J� UO - in W 0 2 Q 0' O N (n N m +o 0 T 41 n 378'...:..: 374 :..� 370: . / ---z 6--141 � 366 : . DATE A'A 362 :........ zitz rnr-= ul) 00 co co to to U-) n O c.3 p w 8' 5' m Z - -- z 0 U CONSTRUCT 9f L.F. 18" CL- RCP w /RGJ STORM DRAIN @ 1.11% 1 WITH PHASE 1 I I 18" INV S= 18" INV N= 372.46 24" ,INV W= 372.46 18" INV N -S -E= 1 371 -8Fr L 372 -.36 CONSTRUCT 33f L.F. 18" CL -3 . ®2 I 9� RCP w /RGJ STORM DRAIN @ 0.30% WITH PHASE 1 U 45 44 43 42 w O Oa 00 N + rn 00 , + 4 O U-) + `— + a o O - TYP. M 00 0' O N co + in 41 n N 13 40 ro ___— 1 0 N — 0m — X cy) Q mM LLJ � M 3: _ +w — — Ln N 00 -t O ill 0 CD + N r7 ^ L.L. Qjp Ooa�X~ o 26 27 28 29 zitz rnr-= ul) 00 co co to to U-) n O c.3 p w 8' 5' m Z - -- z 0 U CONSTRUCT 9f L.F. 18" CL- RCP w /RGJ STORM DRAIN @ 1.11% 1 WITH PHASE 1 I I 18" INV S= 18" INV N= 372.46 24" ,INV W= 372.46 18" INV N -S -E= 1 371 -8Fr L 372 -.36 CONSTRUCT 33f L.F. 18" CL -3 . ®2 I 9� RCP w /RGJ STORM DRAIN @ 0.30% WITH PHASE 1 U N Lo Z z C6 U w O Oa O Ld U U0 a o O O 0 M 00 0' O N co + in 41 n N 13 40 co ¢ 2 co N 30 1 31 U I Z cnm =ztww¢�o D Ld U C3 a o z UO ui 0 U 0 N O Z O � Q N M co m in rn Q M 3 ro vi =5 PHASES 1 & 2 8" SWR INV= 367.11 A STORM DRAIN SECTION ry N.T.S. 39 38 37 36 30 29 w W cn Q a L0 CO Lc) N L0 r- r) 0 IN + + + + + + — — — — — _ 00 _ - -__ - --� � — — - - - - - - -- -N - O - W � - - - -- - = Z O F- 5 - - - - � O 11.1 W 0) H rn 1 U � cnm =ztww¢�o D rn - `� I am rn 18 (� . C Q W O V)O � Q N M ¢ Z OUQ 2 Of _ OU Z O} w ¢ O § � � Z Q T X w U ui w Y w w U� z N =5 0 O X 0WZLu W�um0 -=:<o Q mM LLJ � M 3: _ +w — — 39 38 37 36 30 29 w W cn Q a L0 CO Lc) N L0 r- r) 0 IN + + + + + + — — — — — _ 00 _ - -__ - --� � — — - - - - - - -- -N - O - W � - - - -- - = Z O F- 5 - - - - � O 11.1 W 0) rn 1 am `7,J cnm =ztww¢�o N rn - `� I am rn 18 (� . C Q W O U~��OLL�F" d W F O W � Q N M ¢ = p O a H Q' f H= Z Of _ OU Z O} w ¢ O § � � Z Q T X w U ui w Y w w U� z L C7 Z W W} w 0 U Z 2 w m - I m 0WZLu W�um0 -=:<o Q mM o��zzW W�-IM Do0 , ZZ� -(nHm oo§a�wWZOQ W ago ,��( W `tom �N ' W Z _ M Q — — — — — -- N — ill 0 CD + (.0 0 �0 + I ^ L.L. Qjp Ooa�X~ o Ln + co 4' co TYP. + N r\ r - LL) Q0OZ wmQ(n L W W mQwoww-j3:0<m w W 00wz�can }U) x x L w x O w z:D U) (n w Q a 32 33 34 35 31 32 W W N LLI LL of O CD a a LL 0- 1 NOTE: CONTRACTOR SHALL INSTALL CONCRETE SADDLE PER C.O.B. STD. DWG. D -9 AT ALL SEWER LATERALS WITH 12" OR _N_ LESS OF CLEARANCE. WOLF RIVER AVENUE HORIZONTAL: 1"=50' VERTICAL: 1"=4' p U oa80 worn 1 Ul Lu w � Z W i5 `7,J cnm =ztww¢�o L a¢zof= �`LLZoZ -g u~gwEw Powt=8O J?c6v "'� (9 OM W Q'2�? JInS�Z00 Lo Z tp W F- Q Z ,% W§ LL w20 W =wu)U ZI- . C Q W O U~��OLL�F" d W F O W � Q N M ¢ = p O a H Q' f H= Z Of _ OU Z O} w ¢ O § � � Z Q T X w U ui w Y w w U� z L C7 Z W W} w 0 U Z 2 w m - I m 0WZLu W�um0 -=:<o Q mM o��zzW W�-IM Do0 , ZZ� -(nHm oo§a�wWZOQ W ago ,��( W `tom �N } p W Z _ M _O z O 0WaF00 ¢ w F- Q W'. o< p U wo '^ h�- 0 N C z LLO w W w LL% z0 z Q z Ow W Z O W � o w O z x U O Z Z 0 N U F=- Z w F_ U Q O W W Q< Q U_ w W O w LL LL > v w ,= Z Q U Z 2 D 0 . LLJ W ^ L.L. Qjp Ooa�X~ o ��w =�zaQ�a U ?OSU� W= o: W LL) Q0OZ wmQ(n L Omw0z ZOf W mQwoww-j3:0<m w W 00wz�can }U) x x L w x O w z:D Z :....378 .......366 INSTALL 65f L.F. PVC SEWED : @ 0.25% WITH PHASE 1 ........362 : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .WITH PHASE 1 . . ./. . . . . . . . . : : : : : : : : : : .WITH PHASE 1 0 21� : : : : : . I. : : ` : : 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 PROFILE \NEER b 0 v cn a rn 0- dam, c /93� z i J a W Z M D z � 0�0> ova w oU> < ct ry LL 0 w 3: w IU) d- p Z QLd N W � Z Z_ O J O F- Q w R U W -1 C-1 0_ p Z V) i C W 'C °Q I r\ o 0 �p N V) W 3 � J a N a- _�L ZO >Op c5 w�a W Of Q C) DATE 01/09/2014 V) PA JOB No. 20788 z � SHEET W 0 CN r, OF 13 SHEETS ui a 0 Of N W w > W W U CD m Z w W W W LLI LL of a a LL 0- \NEER b 0 v cn a rn 0- dam, c /93� z i J a W Z M D z � 0�0> ova w oU> < ct ry LL 0 w 3: w IU) d- p Z QLd N W � Z Z_ O J O F- Q w R U W -1 C-1 0_ p Z V) i C W 'C °Q I r\ o 0 �p N V) W 3 � J a N a- _�L ZO >Op c5 w�a W Of Q C) DATE 01/09/2014 V) PA JOB No. 20788 z � SHEET W 0 CN r, OF 13 SHEETS RECORD DRAWING PI-4aSES 1- AIQD 6 8Y: FRED W. PORTER, RCE 33448 EXP. CONSTRUCTION NOTES SO INSTALL SEWER MANHOLE C INSTALL SEWER CLEANOUT OTHERWISE NOTED. INSTALL SEWER POINT OF CONNECTION WITH SEWER MAIN. - - - - - INSTALL STORM DRAIN 00 INSTALL STORM DRAIN MANHOLE �a INSTALL TYPE "A" CATCH -BASIN WITHIN PHASE. RIGHT -OF -WAY — - - — - -EX SWR- EXISTING SEWER - - -EX SD- EXISTING STORM DRAIN - - - /6 EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION 2 7-4s DATE 2 N O O � W O�� z 6 JOW c )00cn +18 Q WI = L � � — 00 NOTE: CONTRACTOR SHALL INSTALL CONCRETE SADDLE PER C.O.B. STD. DWG. D -9 AT ALL SEWER LATERALS WITH 12" OR LESS OF CLEARANCE. REVISIONS APPROVED BY: FRED W. PORTER RCE 33448 3-/-;, /4 DATE RCE 32178 32 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 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. ALL MANHOLES SHALL BE RAISED TO GRADE WITH CONSTRUCTION OF IMPROVEMENTS WITHIN PHASE. N OJ UO °aU0 W Ocn� Qz � zO�LL' Wz�~ �n Z UZkkz :D af J Ld Li �c=HFZOj CONSTRUCTION NOTES OO INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT ALL INSTALL SEWER ALL INSTALL STORM DRAIN © INSTALL STORM DRAIN MANHOLE ALL INSTALL TYPE "A" CATCH -BASIN - - RIGHT -OF -WAY -- - - J - EXISTING SEWER - - -_ D--- EXISTING STORM DRAIN -- - - °- EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION 15 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 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. ALL MANHOLES SHALL BE RAISED TO GRADE WITH CONSTRUCTION OF IMPROVEMENTS WITHIN PHASE. W RECORD DRAWING tL. f f4 A!5C-S 1 44D s BY: FRED W. PORTER, RCE 33448 EXP. - DATE D cn APPROXIMATE DESIGN GRADE ABOVE STORM DRAIN 24" INV E= 366.10 30" I N V W= 366.10 " INV S= 36" INV N/ 366.10 366.00 INSTALL 64± L.F. 36" CL -3 RCP W /RGJ STORM DRAIN @ 0.15% WITH PHASE 1 A STORM DRAIN SECTION ry N.T.S. L CONSTRUCT 8± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN @ 0.50% WITH PHASE 4. N LO O 00 - 0 n N J J (n LJj J :*z LL_ LL_ LL_ m �0- 9.6' �w am O O LLJ O o 0 18" SD INV= 370.57 18" INV S -E =\ I 18" INV N= BASIN FLOOR 370.60 370.65 18 INV N -S= 365.5 370.55 I CONSTRUCT 40± L.F. 18" CL -3 RCP w /RGJ STORM 24" INV W= 8" SWR INV= DRAIN @ 0.25% WITH PHASE 4. 368.45 368.57 STORM DRAIN SECTION N.T.S. H `-0' OC9 �z� �-z 20 z W m LtJ Z W HORIZONTAL: 1"=50' VERTICAL: 1"=4' O JW V_ _Lo 3 U Ow - LL LL °aUO wOcn zO� W W °z LW—i~ <wnmwcnw < o iY�F-oF�u}z0 W=o �cnxwz ° >m�Q 0U- 0Z�cnuiU o � �WFx-�QzU) W LL Qw x 0= x w° U x z� 1— 0 W~ Z° O O° 5i °Oz°•oQ�� ~moo CAWYWUCnUQZU � w vim O �?0o�4„oz0 W W r jOU�S�tY °wzaw�� WE-�n0 = p o g z z W Q F x° Z W 5 O O w W LL_ Z —� w P ca ° O§ a Q W ° a z p>-z @9wwOZ> z O m° w a� o o w po Q w,x M° U x z p w W w LL x O z Q O a Z a W W> o< x �In z m a Z Z z U W W oW LUL > U W = Q z U z 0 ° 1 O LL m= x �_ H J W -,<Q J� O U` to Wx�zOp ZpxUtn W x , W A O U h Q�p�Ww =wzpm wa °wz?uimac=n w QarJ� W U�a >F- wwUOwz cn�° F_�a�Mm¢2 c INSTALL 10± L.F. 24" CL -3 RCP w /RGJ INSTALL 70± L.F. 24" STORM DRAIN @ 0.43% CL -3 RCP w /RGJ WITH PHASE 1 STORM DRAIN @ 0.43% INSTALL 97± L.F. 18" INSTALL 179± L.F. 30" WITH PHASE 4 CL -3 RCP w/ RGJ CL -3 RCP w /RGJ INSTALL 378± L.F. 24 INSTALL 378± L.F. 24 CL -3 RCP w /RGJ STORM DRAIN @ 0.43% CL -3 RCP w/ RGJ STORM DRAIN @ 0.10% TO DRAIN ®0.25% STORM DRAIN @ 0.10% WITH PHASE 4 WITH PHASE 4 WITH PHASE 1 U N OD H- F- co 0 H N f-' r- F- n H ro F- N I- �t r N LO H r 0 n to H co F- O F rn U� Usk UW n U� U: UN U- VIN U� 000 U�� -O)U� UN U O� � � O: 01� O O O O O O O� OQ �J 0 O� D! 0_' �' mr-co :D W ���~ cr o W 0! 0! x m O a 0! W I W W r- m 0 F- W H �J J H0 H(n + 1-- J 1-O F-J H J �J JUMM �-� 11 11 U)-, (�iJ 0 V)0 (n0 (n NO V)0 (n0 (n0 �0 ZO zOJ II It ZO II I! zZ z0 z0 0= Z= Z z z -S T Z Z= z z Z= Z= _ m _j _j = J JJ = 2 Uz OZ Ow on p Q OZ OW 0,Z OZ OVZ 0lZ0LL_LL_ 0ZZ UL' -►_0< 0Z 0z 07 0M OU �p� jm 0� mU Lom �� �� 00��Lo0_0_ �0Ld (U r- :2 OI O O M I� O 0 0 O c0 �jlZp N w � ZQ ci0_ c L6 nj� pw n (n �p �w cj� ND L6Ir 00t (OW 't c0 W OW 03 LLJ 0W. � n� °)W 00Vj n3: +3:: +� +moo +w ± +w +w +w O W O N N ± J G+v Po U En c� I- U) O N s O (n N T V) N V) M V) O N N N N N r f r 2 r r z cQ G ,�� �� APPROXIMATE DES /GN GRADE �. . . . . . . . . . . . . . ,�> . . . . . .��� o �� �� . ��, �� . �- - ���,y . �� �� spy S� �;. y o : �� �y �� AB STD ORAI . AND R . Tay .T�,� . _ . OG£� R�1 • �N A SEWS Af'PROX�MATE- DESIGN •GRADE • ^� C)\ ABO TOR RAIN D S R y - --- ----- - - - - -- ------ _ - - - - -- - -- -- - - -- - :- - - -.- - -- - - - - -� - - -- - - -_ - - - - -- - - - y \>19 � 378 378.. - - - -: - - -- .. ..........: - -..... _ - - - -- - - -- - -- -- - -- - -- - -- - - - - - -- AN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J (� \ // // �% 374 ....� ...: 6� ....:....... ....:.......................... g ......... :...:...:...:... rr.F,. o ....... J. moo................ 74 / � .J �6'� /�G iii . : �j,� �� cp \��\ 9 /yam . \� „ . . . . . . . . . . . . . . . . . . . . . . . . . . . •� 7,\ : \. � ... . . . . . . . . . . �. 18 INV N -S =. �' ' �' REMOVE PLUG & ii '�`b 370.55. TIE -IN WITH h / 370 : ��o>>:.... .... - - -- ---- - - - - -- ........ :...:... 70 ti- �. PHASE 4 J co• 'S'i ............................ .. .. �. L . . . . . . . . . . . 2 \Q� �J /jib . �. . . . . . . . . . . . . . . . . : 24 INV 1N= '/ ���0 : �'�1� O�6' \. �.\�� .3�9 �� 24" INV E -W= 368.45 J �� �� d'5F . 368 07 366 :............. ..... �. ..... ............................... ...................... ............ ............ ...( �ti ........� ......... .................................... .:366 30' - INV W= 24' INV E_ � - � - - - - • 366:.10 : 366.15 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .36' -INV S= . .24" -INV F =. . . . . . . . . . <\� INSTALL 330± L.F. INSTALL 100± L. INSTALL :1201 'L.F. _ INSTALL 125± L.F. : 366.10 366.10: : : 6�' „.INSTALL 100± L.F.. INSTALL 330± L.F. 362 :...:.. - :. 6" PVC 'SEWER @ 1.00% 6 'PVC SEWER '@ 1.00% 8 PVC 'SEWER @ 0.68% 8 PVC SEWER @ 0-.68% - - - y 6" PVC SEWER @ 1;00% - 8" PVC SEWER @ 0.35% 62 . . _ .WITH PHASE 1. . . . . . . . . . . . . . . . . . • . • . • . • . . . . . . _ . . . . . . . : 1NITH: PFIASE 4 _ . . . . . . . . . . . . . . . _ .WITH* 01P A8E.4. . . . . . . . . . . . : . . . . . _ 1Ni :TH PHASE 4: H PHASE WITH HA -5' 'WITH PHASE '5 ......................................................................................................................................................................... ............................... ............... .............. . 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 24 +00 PROFILE 23 I y co N 0 Cn 3 PPA i, c w H U O cn Of Q w O CL Ll C_) M Z rn� } w ` O > o � N D U co co ° `° T) x a N LL C7 °' Z ca m N w �o w �r- Z N v N Z o cfl W O N G�NEER b/ W 2 ? U O� V UO o- dy x z a J a Z M w � Z) pip Z C) (.0 W Q 0 L) < �Q2E w od ry w 3: w U) z 0 w L Q W o \ N LL! CL LL = CD !� W U a m " W W � � W _— LLJ -w7 L ~L. w elf LL om n. o n G�NEER b/ W 2 ? U O� V UO o- dy x z a J a Z M w � Z) pip Z C) (.0 W Q 0 L) < �Q2E w od ry w 3: w U) DATE 512812013 PA JOB No. 2078B SHEET OF 13 SHEETS z 0 L W DATE 512812013 PA JOB No. 2078B SHEET OF 13 SHEETS b` On � � W J N U INSTALL SEWER MANHOLE ALL PLAN VIEW STATIONING IS of © INSTALL SEWER CLEANOUT (n 0 O OTHERWISE NOTED. O INSTALL SEWER W O O W N ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER N U FLOWLINE AND A 2.25' MIN. - 7' MAX. t\ 0_ W F- ALL 0< W RIGHT -OF -WAY WITHIN PHASE. 0 Z ¢ of Z) EXISTING SEWER NM ILL W W >pUZSln a' 2 N < N M - - EX SD - - - -- N:2 W mo WZW J W = o o a n Q LU W Z v7 M W EXISTING EDGE OF PAVEMENT iW ''W_ � (7 � co O >cn Q +W �a�a =w0 p�o SS o0� m Q W U '86=00 U W H Z Q W O W H Z w Q U U W il Z N Z W W O W - LL N � W nO 1 Qw� QwwJ�O II i 2 35 " i. Q Q 2 oWK��Ww =wpm 36 OwwcnJF° wQ °wZ>cngg.F I faW p WZJ?zp Q co Q� J, w v a> F W w U O w z w> w = m D w m o� w z° F-00 U If:: L. 1 20 20' 1 • I I ----5' II 10+ .00 T 12 +87.72 o in N 11 12 13 PHASE 4 _° PHASE 5 00 �� Lo 00 .. + + + 4' TYP. `+ + N 2 6 OT !l E[20'_ I kol 1 1 2 3 4 5 6 Ir- Ir- F- Q Z W UJ W > m Q W ui V) PHASES 2 & 4 Ui� On � � W J N OO INSTALL SEWER MANHOLE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. © INSTALL SEWER CLEANOUT (n 0 UNLESS OTHERWISE NOTED. O INSTALL SEWER ALL SEWER LATERAL STATIONING IS AT O W INSTALL STORM DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER N U FLOWLINE AND A 2.25' MIN. - 7' MAX. t\ 0_ INSTALL TYPE "A" CATCH -BASIN ALL N N W RIGHT -OF -WAY WITHIN PHASE. c4 w w U . Z U - - - E,,," S - EXISTING SEWER v/ Z_ m ILL W W >pUZSln a' 2 N < N M - - EX SD - - - -- EXISTING STORM DRAIN W mo o o a n Q LU W Z v7 M W EXISTING EDGE OF PAVEMENT iW 10- � (7 � co � Q Q �a�a =w0 p�o SS SANITARY SEWER STATION C? U '86=00 U W H Z Q W O W H Z w Q U U W il Z CRISPIN STREET • : MEN i .• '� �I 5--j 29 29 U z4k W J O Z= OZ U ¢ CN n W of N 3: W +� L J 1 { • `• 7 � I29 6 7 I 8 ! !III Ln N � O L' > L w WH W Q �Zw � > (n _j Q -z -�� LLJ LLJ HORIZONTAL: 1"=50' VERTICAL: 1"=4' CONSTRUCTION NOTES On � � W J N OO INSTALL SEWER MANHOLE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. © INSTALL SEWER CLEANOUT ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. O INSTALL SEWER ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. C7 M W Z 0) Lo INSTALL STORM DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER INSTALL STORM DRAIN MANHOLE FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. U _ INSTALL TYPE "A" CATCH -BASIN ALL MANHOLES SHALL BE RAISED TO GRADE WITH CONSTRUCTION OF IMPROVEMENTS W RIGHT -OF -WAY WITHIN PHASE. c4 w w U . Z U - - - E,,," S - EXISTING SEWER v/ Z_ m ILL W W >pUZSln a' 2 N < N M - - EX SD - - - -- EXISTING STORM DRAIN W mo o o a n Q LU W Z v7 M - - - ``- - EXISTING EDGE OF PAVEMENT N Z�OZ °2cQj� -�� � (7 � co SD STORM DRAIN STATION W Z °O t0 W �a�a =w0 p�o SS SANITARY SEWER STATION U '86=00 U W H Z Q W O W H Z w Q U U W il Z F- I On � � W J N °2 Q W OU Z w w w z W w Z _j LLJ 02 W > O Cnm W W QH° � p� H LL Z - Q m< ow a- O "'-. 0 >m�Q cri N 1I-OD! Oz�cntnv UO Roz! Z ao C7 M W Z 0) Lo I 16 15 5�--II --I { I � I ++ + 0 CD 0 20 — 0 o - ml N 11 N ohm � U)� oX N 00 21 ° ° 22 23 24 14 13 I­_ co 5 af W N J ZO O= U Z O O O W 00 N (W T 12 TEMPORARY BASIN PER TRACT 6853 STREET IMPROVEMENT PLANS 11 10 + 4' TYP. r rn rn rn rn rn N 12 N N N 14 N Lo �ro co N 0� } 4 O TYP. + + + + ± N N COORDINATE REMO AL WITH PHASES 2 & 5 RER THESE PLANS 25 26 27 28 29 PHASES 2 & 5 McINTOSH WAY N c I` D Nla _Tibia 11 O W � J En 0 Z = OZ U ¢ N n of cV r W + N I 29' 5 I n Lo O I Ln I 29' 2 U 1 0' 1 ' 30 °2 U N w w w z W w Z Cnm W W QH° � p� H LL Z - Q o Z aQzc>FzW LL, =0 a- o_ "'-. 0 >m�Q �^ vJ o 1I-OD! Oz�cntnv UO Roz! Z ao C7 M W Z 0) Lo w z" w � _ _ Lzo ZF-U~U�OtLLi�� Q W I� -. w ° ° - §Q�DZOWUOwwo O > _ N w (6M ?� ¢�2OQ�HH=Z U _ zz��LL�pZyW 'UO�C�O W O U Q a>X O^ c4 w w U . Z U LaL 0 v/ Z_ m ILL W W >pUZSln a' 2 N < N M a C6 = Q p z- Z Z �= W ppW o W mo o o a n Q LU W Z v7 M ° >Z °2(4JOZ> N Z�OZ °2cQj� -�� � (7 � co ZOw,Qai,wLL W Z °O t0 W �a�a =w0 p�o U '86=00 U W H Z Q W O W H Z w Q U U W il Z Z W W O W - LL uai W - =z- UUZoD nO Qw� QwwJ�O U` CAW =�ZQQO° Z ° _ (J w = LE W O >° J p F Q Q 2 oWK��Ww =wpm OwwcnJF° wQ °wZ>cngg.F faW p WZJ?zp Q co Q� J, w v a> F W w U O w z w> w = m D w m o� w z° F-00 U If:: L. O W � J En 0 Z = OZ U ¢ N n of cV r W + N I 29' 5 I n Lo O I Ln I 29' 2 I-04 1- vL �0 0- 0- �r* O� D O O r N J O W �W Of F- aW w J wJ +a Of --� W �O 'J ~W ~ W ~0 NO (no (n0 (n0 Z0 ZO �°� z2 0 = Z 0 0 �m OZ �Q 0Z oW o¢ UQ UQ Z) U¢ N N ME N U N 0 O O I- Of CV W nj Q! cV W to W 0) LLLJ cV 0 00 N3: �LLi +IW -� W +W O U1 N NU) �N Lo O(n �� �I 378 :.. -_ 374 ' . . 370' . s 366 362 - . . ............378 ............374 ............370 ............366 s �.... :362 WITH PHASE 4 WITH PHASE 4 WITH PHASE 2 .............................................................................. ............................... 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 PROFILE . . . . . . . . R IMATE DESIGN GR DE . . . . . . . . v� . . . . . . . APP OX A - T � A8014f Si R MAIN 378 - - -. = - ..... - -. -- - . -- ... -.. -. - - -y . .. ....:..................... ...................... 378 �2 . . . . . . . . . . . . . . . . . � 374:...:...: .......................... cli .......... ...... :.I.: = II:... .......... 374 I REMOVE PLUG & c 370 . . . . . . . . : : : : : : : : - - - : : : .TI -E -(N. WITH . . ............370 PHASE 5 . DROP CONNECTION PER o /�� COB STD: DWG.: SW -4 c c c� ............ lb 366:...:...: :.. :...:.. .:...:...:... :...:... :... :...:. :.. `�s��so.:... :...:...:...:... ��� :. ���� . :...:...:366 . . . . . . . . . . . . . . . o c . INSTAL -'L- 80 ±� L.E. . . .� 8„ PVC L . . . . . . . . . .35% . . . . F C SEWER C� 0 362- ..... ......................:... :...: :...:...:... ... ...J ���:... :362 WITH • PHASE 2 INSTALL 284± L.F. INSTALL 224 ±. L.F. 69 8" PVC SEWER @ -0.35% 8" PVC SEWER @ 0.35% . WITH .PHASE 5 . . . . . . WITH PHASE 5 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 0 Q PROFILE 01120' 1 0' 1 ' 30 15 Lo N O cl) U) Q W a- o_ V- j = HORIZONTAL: 1 " =50' 1: p Q VERTICAL: 1"=4' W Li I-04 1- vL �0 0- 0- �r* O� D O O r N J O W �W Of F- aW w J wJ +a Of --� W �O 'J ~W ~ W ~0 NO (no (n0 (n0 Z0 ZO �°� z2 0 = Z 0 0 �m OZ �Q 0Z oW o¢ UQ UQ Z) U¢ N N ME N U N 0 O O I- Of CV W nj Q! cV W to W 0) LLLJ cV 0 00 N3: �LLi +IW -� W +W O U1 N NU) �N Lo O(n �� �I 378 :.. -_ 374 ' . . 370' . s 366 362 - . . ............378 ............374 ............370 ............366 s �.... :362 WITH PHASE 4 WITH PHASE 4 WITH PHASE 2 .............................................................................. ............................... 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 PROFILE . . . . . . . . R IMATE DESIGN GR DE . . . . . . . . v� . . . . . . . APP OX A - T � A8014f Si R MAIN 378 - - -. = - ..... - -. -- - . -- ... -.. -. - - -y . .. ....:..................... ...................... 378 �2 . . . . . . . . . . . . . . . . . � 374:...:...: .......................... cli .......... ...... :.I.: = II:... .......... 374 I REMOVE PLUG & c 370 . . . . . . . . : : : : : : : : - - - : : : .TI -E -(N. WITH . . ............370 PHASE 5 . DROP CONNECTION PER o /�� COB STD: DWG.: SW -4 c c c� ............ lb 366:...:...: :.. :...:.. .:...:...:... :...:... :... :...:. :.. `�s��so.:... :...:...:...:... ��� :. ���� . :...:...:366 . . . . . . . . . . . . . . . o c . INSTAL -'L- 80 ±� L.E. . . .� 8„ PVC L . . . . . . . . . .35% . . . . F C SEWER C� 0 362- ..... ......................:... :...: :...:...:... ... ...J ���:... :362 WITH • PHASE 2 INSTALL 284± L.F. INSTALL 224 ±. L.F. 69 8" PVC SEWER @ -0.35% 8" PVC SEWER @ 0.35% . WITH .PHASE 5 . . . . . . WITH PHASE 5 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 0 Q PROFILE *G\NEER * b, OD N a M dO� U lu y V O d �� z Q Q � J = ZMO �� z r) L) 2: �Uw OQLu U) 106 Of z w 0. 3: U) w ly.00 U) U 2 U) ui N u- 1: w U O a Z m ?� 5 w w LLJ W W W 0 ILL a o a *G\NEER * b, OD N a M dO� U lu y V O d �� z Q Q � J = ZMO �� z r) L) 2: �Uw OQLu U) 106 Of z w 0. 3: U) w ly.00 U) U DATE 5/28/2013 PA JOB No. 2078B SHEET OF 13 SHEETS 2 U) w DATE 5/28/2013 PA JOB No. 2078B SHEET OF 13 SHEETS ,P- %yi - --