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1.2-7317 Ph 2, 4 & 5
REVIEWED BY: q /c-18 <. ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY: --\k ,:tlolfoo PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE NICOLAS G. FIDLER, R.C.E. 61069 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF PADDINGTON STREET AND STOCKDALE RANCH DRIVE. ELEVATION = 350.57 (CITY DATUM) PER TRACT 7240-2 BENCHMARK SET: SET NAIL ON TOP OF CURB AT EAST SIDE OF THE SOUTHEAST CURB RETURN AT THE INTERSECTION OF STOCKDALE HIGHWAY AND STOCKDALE RANCH DRIVE. ELEVATION = 356.49 (USGS DATUM) BASIS OF BEARINGS: THE BEARING OF NORTH 89°27'57" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 3, T. 30 S., R. 26 E., M.D.B.& M. (ALSO BEING THE CENTERLINE OF STOCKDALE HIGHWAY) PER PARCEL MAP 12062-1 FILED IN BOOK 60 OF PARCEL MAPS AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER'S OFFICE WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP. LEGAL DESCRIPTION: PARCELS 1 AND 2 OF PARCEL MAP 12232 AS PER MAP RECORDED OCTOBER 3, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGE 192 IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING A DIVISION OF A PORTION OF THE WEST HALF OF SECTION 3, TOWNSHIP 30 SOUTH, RANGE 26 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. VICINITY MAP NO SCALE (PHASES 2, 4 & 5) BAKERSFIELD, CALIFORNIA LEGEND PHASE CX W 0 Q SS#12 SEWER MANHOLE W/NUMBER 0 uj V)Z ¢Q ! o�w STORM DRAIN MANHOLE W/NUMBER CB#12 CATCH BASIN W/NUMBER 0 STOCKDALE HIGHWAY 0 Q0 �w I I PROPOSED STORM DRAIN 394 TRACT o� EXISTING SEWER MAIN --SD 7240 TMH- TOP OF MANHOLE ELEVATION INV.- PIPE INVERT ELEVATION L, PROJECT SITE (EAST, SOUTH, NORTH, WEST) P.V.C.- POLYVINYL CHLORIDE EA = APPROXIMATE LENGTHS, CONTRACTOR EA SHALL VERIFY ALL LENGTHS PRIOR TO EA BIDDING THIS PROJECT BGG 5 REINFORCED CONCRETE PIPE R.G.J.-- NORTH HALF OF CB- CATCH-BAS1N SECTION 3 1 NORTH HALF OF T.30S., R.26E. EA SECTION 4 EA TIE-IN(S) T.30S., R.26E. EA KERN COUNTY WATER AGENCY EA 1 EA VICINITY MAP NO SCALE (PHASES 2, 4 & 5) BAKERSFIELD, CALIFORNIA LEGEND PHASE CX SHEET INDEX NUMBER Q SS#12 SEWER MANHOLE W/NUMBER 0 Co#12 SEWER CLEANOUT W/NUMBER 0 SD#12 STORM DRAIN MANHOLE W/NUMBER CB#12 CATCH BASIN W/NUMBER 1,275 PROPOSED SEWER MAIN 6" SEWER MAIN 1,300 PROPOSED STORM DRAIN 394 -S EXISTING SEWER MAIN --SD EXISTING STORM DRAIN TMH- TOP OF MANHOLE ELEVATION INV.- PIPE INVERT ELEVATION (E,S,N,W)- (EAST, SOUTH, NORTH, WEST) P.V.C.- POLYVINYL CHLORIDE EA = APPROXIMATE LENGTHS, CONTRACTOR EA SHALL VERIFY ALL LENGTHS PRIOR TO EA BIDDING THIS PROJECT R.C.P.- REINFORCED CONCRETE PIPE R.G.J.-- RUBBER GASKET JOINT CB- CATCH-BAS1N SHEET No. INDEX CD TITLE SHEET O STANDARD NOTES & DETAILS M COLE BROOK COURT VIZCAYA COURT ® SANTA CLARA COURT O RENTERIA DRIVE M DONOS11A STREET SAN RAFAEL AVENUE CD SUNAPEE DRIVE ZADORRA AVENUE M DONOSTIA STREET ONDARROA COURT ® RENTERIA DRIVE SAN BUENAVENTURA STREET 10 SANTA CLARA COURT 11 COLE BROOK COURT MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. SEWER PHASE 2 PHASE 4 PHASE 5 8" SEWER MAIN 2,129 LF 457 LF 1,275 LF 6" SEWER MAIN 1,300 LF 394 LF 440 LF 4" SEWER MAIN (LATERALS) 3,278 LF 1,182 LF 1,702 LF SEWER MANHOLES 12 EA 4 EA 5 EA SEWER CLEANOUT 3 EA 2 EA 4 EA SEWER CLEANOUT (TEMPORARY) 1 EA 0 EA 0 EA TIE-IN(S) 1 EA 0 EA 1 EA STORM DRAIN 30" R.C.P. STORM DRAIN 24" R.C.P. STORM DRAIN 18" R.C.P. STORM DRAIN TYPE "A" CATCH BASINS STORM DRAIN MANHOLE OUTLET STRUCTURE TEMPORARY SUMP CHAIN-LINK FENCE TOTAL 3,861 LF 2,134 LF 6,162 LF 21 EA 9 EA 1 EA 2 EA 0 LF 0 LF 476 LF 476 LF 94 LF 0 LF 464 LF 611 LF 447 LF 0 LF 227 LF 621 LF 4 EA 0 EA 5 EA 9 EA 3 EA 0 EA 6 EA 9 EA 1 E 0 E 1 E 2 E 892 LF 0 LF 0 LF 8')2 LF OPEN STREET PERMIT NOTE AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN 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 RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. NO CITY INSPECTIONS SHALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN ENCROACHMENT PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. _ STOCKDALE HIGHWAY I / / FREEWAY INTERCHANGE 30 I�I ! 29 31 fit 60 59 0 �. SS#15 SS�j13 It Z 58 � 28 32 62 3 _(n a 55 Lij X / 24 j o 57 56 i I U Q / �CO#4 11 25 26 27 0 33 65 64 63 z o -5?REE ' \/ \ 23 SS#14` DONO317q 8 - 6 SS#11 SS#12 - -I / A\ 229 SS#9 10 5T 52 `, 53 54 .37 / k 9 10 20 19 18 17 16 66 67 of 49 50 �, 11 PHASE 4 ➢ 7 z ' / W % CO#5 12 1 46 45 I 44 8 13 14 v 47 Z I 15 72 71 70 69 68 y 48 4� \ fN CD C8#9 ss c1 Q �P 7 SS#16 TER/A #6 '�'� i SS#8 LO - 6 9 �. �_-� 42 >- I 25 24 5 4 _DRIVE 5 - SS 7 - \ < - - 0O / 23 3 2 z # 39 40 ` 41 CV 1 38 O� 26 22 21 73 Qlt 32 33 34 35 33 37' I Ld r- cf) 270#6 20 19 18 17 16 74 �) 6 PHASE 2 23 22 m 1 Q SS#17 i 0 S SD#3 C6#1 a 31 30 27 1 26 25 24 /21 (1 40 28 29 30 �N7A _ SD#2 SD #1 SOC89#2 29 28 C G LLJ ~ 31 SS#18 2 0 /SUMP ; SD#4 39 PHASE 5 32 �B# CLARA CUUR � CO#7 SS#5 ,. /38 37 33� 5D#8 15 CO #2C6#3 SS#3 1 S3#4 15 16 17 18 19 �� I \1\\�LY36 35 z w 14 75 76 77 78 79 80c0#8 k WATER 5S#19 Y4E 2 12 7) 10 9 % 8 WELL 11 SD# 5 j B;5 11 m, 12 ' 1 1 / EX !'� 41 42 m SD#7 ' 0 9 8 82 81 13 43 44 CB#g a 45 SED #' 6170OIC_ COURT 3 SS#2 "''r`- _ 46 SS#20/c #7 S #21 C0#9 CO#1 SS#1 4 5 \\ 6 –_ J FUTURE ?`` �� ' 2 3 4 5 s� 1 2 3 S = 7 83t84 � PHASE 6� �OCkD`•mA _ – =__,EXEII RANCN .� FUTURE PHASE 3 IIB u Bq ; + FUTURE PHASE 1 KEY MAP SCALE: 1'=200' v p{,6JI0 WmLLOcJn Zu W w z ujW rn�wa�wa�p w J O a lYi g a. wz¢zayum06 ermxwz zww�v�Q�c�� cwt= - �JzEn UJ w O w= w m�� LL 'L Q> n zz 0 co � 5 z 0W_z <&0-a--3:ozgw vituu�w[�.Wrari mz� ��OOt 2,0 O Z w w "- flw wy�ti0 ,tA F W O c/O�� cm 0§ Z<§§u,0Z OQ zWW�Owow_61—0 a< U01 zOwwwOwOza Qa���w>V`tZ Uz�z�-==zwzz UZpm�aWZZti a vwi>w Vi ow LL tnwa�F--vc.)Z p� Q J Qlf?=J Wwfl ~O C9 t0 SpZQQOo �Q�S�p�O� Q���ww=wpm. >QW ��tngdi �>"mU' topp—��w w Ojz Qm wwv,iowz�N}Z c~i� ter=-owr=�owa2 tY N w w LL_ UJ ui z D O x m Z Z D LL Z Q J OO tr.J¢ZU1Z¢Ow cLJ,ompvi¢j�Ot zQwxWJ0_j Z wwLL_ Lj �LuzZ0� �¢ QiE o,n zIYm if u—j Ei n f-- G EL La v g O 0,-<J a w C-11 zO WY¢>00wn���n� L- Zty o3::oz m u�p2>~ �0 Q s0 w�-or-'w I— G3_j 0 w V l C wow=zww0 n LLJ LL) DoF=Z (J J 'FZ-dU4OOUJ ^ ) mZ V�d � 41 LL_ 0 w � -� O Z Z w ¢ W `0Z>-¢C9j1_:Fx ¢m W `z'¢UQ¢o�w-Z(n (A L } 0 0 ¢ Z O H H v p cr- CD p_w O V>Zt-- oO)vo tw0a-0 www W�1>'oww�Xow F-.U0F00ucr- b W �. z LLJ r - N 0 03 0 LLJ cr. � cD LLj z� O 0 CJ > L� u� �0 v! L J � tv �_ (V Ai( W co ir M 06 Z a O � � N W Z .� c ) F-- r- c4 co c 0CN ' I w P of I d Lij L U 0 U i Li 0 "' w w ui W F -u_, w o LL LL �n ° - �\NEEIR y -- W 3 u j U iD3a Q U3 o o .9 W �. w 0 LLJ N 0 03 0 LLJ cr. -o N c 0 �I N O i UNDERGROUND SERVICE ALERT 3 OF SOU-'HERN CALIFORNIA i c 0 a a 0 E co o DATE 8/27/2018 PA JOB No. X026 SHEET DIAL TOLL FREE 1-800.227-2600E AT LEAST TWO Dry" S BEFORE YOU DIG o a E i , N O COB RECORDS No. OF 11 aHEk:.TS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, 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 2010. 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 PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 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 CONSULTANTS 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. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN 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 RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 16. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). 18. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 19. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 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 SPE�-IFICATIONS D3034 AND SDR -35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHO.'T 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 WITW ASTM D2321. ONLY CLASS I OR If 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. 8. 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 MANUFACTURE=R AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. 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 JIDEO 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. CONNECTION SEAL TO PVC LINED SEWER LINE OR MANHOLE 1. THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE CONNECTING LINE. THE CORED HOLE SHALL BE DESIGNED TO CUT A HOLE WITH MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE OR PLASTIC LINER. 2. PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, THE PLASTIC LINER AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION. THE END OF THE CONNECTING LINE SHALL BE SEALED TO THE PVC BOOT WITH SIKA 449/203 PRIMER AND SIKA FLEX 1A SEALANT OR AN APPROVED EQUAL. 3. THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGGLY TO THE OUTSIDE WALL OF THE CONNECTION. 4. THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATIONS. 5. THE CONNECTION LINE SHALL BE CENTERED IN THE CORED HOLE AND PLACED SO IT IS FLUSH WITH THE INSIDE WALL OF THE RCP. 6. THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY AMERON, INC. OR AN EQUAL APPROVED BY THE CITY ENGINEER. COB STORM DRAIN 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 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 CON'TRACTOR'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. 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 Z 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. E `" (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, THEREOF UNLESS OTHERWISE NOTED) QW -iz�M CITY STD. No. DESCRIPTION CITY STD. No. DESCRIPTION ® SW -1 SEWER LATERAL MARKER ❑ D-6 LANDSCAPED CONSTRUCTED CHANNELS ❑ SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ D-7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS ❑ SW --3 PAVEMENT PATCHES ❑ D-8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS ® SW -4 MANHOLE, TYPE "A" ❑ D-9 PIPE SADDLE DETAIL ® SW --5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ D-10 SIDEWALK UNDERDRAIN ® SW -6 6" CLEAN OUT 0 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 DATED 1'`1/99 TRENCH BACKFILL AND COMPACTION REQUIREMENTS ❑ D-5 RIGHT OF WAY FOR NATURAL CHANNELS ❑ ST -6 DATED 1/11/99 PAVEMENT PATCHES W LL LL LL WQw0 moi wwmW cwnZu►a a¢�~8t�}=�zoZ a'tnF W zCn>h- Q t�-OtY�OZ-'t�viC� U O D ww=� ;r'n2�zm w=pwazcn0� 3: 00wo �F �aoo4aNco z W>68z�wowmzww WwQ>_lStAw_ -cn0-�m izWoo-m U. zz gww 2> 4 a z U O U 0 ai ujUJWiF-azo z "d'�'`"'owoZa 0 z mw>ocan� QLu �w�z�¢o0 U. U`'?m ¢z v U Z a W Z w LL W W o w U O LL cl)z�¢ww se ZdowUtai=iF a1vi-+wwa� = go _z0xQDw=�LLiy a w Z m w aLLz?cna0¢Dw >y'w f--tn(�cn-- m�owz��a�dm a a J w Lu _j a.1U0w COB RECORDS No, U Z uj 3: � ul c_U 0 ��1 U / LU ,� z E `" in D QW -iz�M U� 0� v) FDAATE JOB No. Q SHEET N �x w Z �; m p W w 0 to L1J I•"' N cc N LL � c� 0 W CL i Cn Z Q J 0. 0 06 0 .o o c C N �l uj 3: < t � uj o 3 a in D y Wim. C3 v) FDAATE JOB No. E SHEET a W ` i i 0 L W _ a I z m m 1'►'`' w w w q Cn Z Q J 0. 0 06 0 .o o c C N �l uj 3: < 0.1 0 uj o 3 a in D y Wim. s cn 6 D E o o � in D y Wim. C3 v) FDAATE JOB No. E SHEET 8/2.42018 3023 02 Q i N PO OF 11 SHEETS CONSTRUCTION NOTES O INSTALL SEWER MANHOLE OO INSTALL SEWER CLEANOUT it INSTALL SEWER - INSTALL STORM DRAIN uj ® INSTALL STORM DRAIN MANHOLE . . . . . . . . . . . . . . . . . . . . . . . _ . _ . INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY O p - EXISTING SEWER - - -- EXISTING STORM DRAIN - - - - EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION uA I N ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STA110NING 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. 8 � L&i PO 82 a a V) 4' TYP O----- - - --- - -- Oc2 . _ �' I 18+60.73 N O W 0 o 1 � + 1 LO N 0) 7 Lu ui 83 ata a- a_ �I U! H F5 80 o z `t W C14 r + � U.) SUNAPEE DRIVE I (SEE SHEET 7) I 60' 81 10 20' 0' .101 13 -F N V) + o PHASE 2 12 A co 2 co 10 N 0-0 ll!Vsivmpil�ll �':�'�f v' 4' TY? N �3 COLE BROOK COURT II N to RADIAL TABLE RADIAL BEARING R1 SOC°40'48"W R2 S14142119'E 111-r itF_n EllS 2w _V, w ow czo Q 00 $ NN of uiui a)}.+W ++W mo) V? co+ En 62 216 ti"'Xryry 8 52' 1 63 8' 18' 1 8' - i8 �"` 61 23+15.97 a? 5'op 23 43 9' SS 23 7 00 + 44.3' SS 11+71.3 / I F"' 51039'15 EE 1- ;n! 11+6 2? -.i 60 i s o I ao o + 9% N 5 w 5 1 ` 5 1 5 4' TYP _J ± 59 11 57 58 DONOSTIA 08 STREET (SEE SHEET 6) rn+ � cNcv 3y,� -N- HORIZONTAL: 1"=40' HORIZONTAL: 1"=40' VERTICAL: 1"=4' VERTICAL: 1"=4' �4 INSTALL 165.0± L.F. + 1 . ............ ................ MCIL 220`+2�9.91� �N it 21 Ozm 20 uj <-;,j¢ . . . . . . . . . . . . . . . . . . . . . . . _ . _ . . . . . . . . . . . . . . . _ . . . . . Com. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N87'35'49"E O p 1 O z ui0w ..0 �ci . CJ U i F� �e��� :...:...:...:...:...:...:...:...:...:...:338 I a)0) NN m(y) 00cV r' - Q�~ < W �n M� / LA 0000 V] OO+ X f j� + 84 1 1 UD un En En 1 70' 1 W w 10' 20' 10 20 10' ............................ 21+00 22+00 I ................... .... 23+00 24+00 5'5' i v SEWER LINE PROFILE U c d . O 00 Q ou m _ 0 �o w '* a nO tr N OV) NN V) PHASE 2 12 A co 2 co 10 N 0-0 ll!Vsivmpil�ll �':�'�f v' 4' TY? N �3 COLE BROOK COURT II N to RADIAL TABLE RADIAL BEARING R1 SOC°40'48"W R2 S14142119'E 111-r itF_n EllS 2w _V, w ow czo Q 00 $ NN of uiui a)}.+W ++W mo) V? co+ En 62 216 ti"'Xryry 8 52' 1 63 8' 18' 1 8' - i8 �"` 61 23+15.97 a? 5'op 23 43 9' SS 23 7 00 + 44.3' SS 11+71.3 / I F"' 51039'15 EE 1- ;n! 11+6 2? -.i 60 i s o I ao o + 9% N 5 w 5 1 ` 5 1 5 4' TYP _J ± 59 11 57 58 DONOSTIA 08 STREET (SEE SHEET 6) rn+ � cNcv 3y,� -N- HORIZONTAL: 1"=40' HORIZONTAL: 1"=40' VERTICAL: 1"=4' VERTICAL: 1"=4' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . APPROX/MA7E DESIGN GRADE 1 _ ----= _ ---- • .-------------- R" A80WsEwEitA/N ...:...:...:..... ; . _ . _�: ___----�___� ..-. --.` 350350: ------___ -- - --------------- . . ... . . . . ... . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 346'. .......... ...... .......I................:...:... :...:...:...:...:...:. :...: :...:...;346 342:._ ................... �4 INSTALL 165.0± L.F. INSTALL 286.4± L.F. . ............ ................ .......... .............. 342 6" PVC SEWER 0 1.31% 6" PVC SEWER ® 1.007. Ozm SO. uj <-;,j¢ . . . . . . . . . . . . . . . . . . . . . . . _ . _ . . . . . . . . . . . . . . . _ . . . . . Com. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o O p 0 Qp O z ui0w ..0 �ci . CJ U M `1J F� �e��� :...:...:...:...:...:...:...:...:...:...:338 I a)0) NN m(y) 00cV r' - Q�~ < W �n M� cn N� ................................................................. 0000 V] OO+ X f j� N CL NN w C -4N En En CN C%j N W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . APPROX/MA7E DESIGN GRADE 1 _ ----= _ ---- • .-------------- R" A80WsEwEitA/N ...:...:...:..... ; . _ . _�: ___----�___� ..-. --.` 350350: ------___ -- - --------------- . . ... . . . . ... . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 346'. .......... ...... .......I................:...:... :...:...:...:...:...:. :...: :...:...;346 342:._ ................... 6,.:. ... .:................. . ............ ................ .......... .............. 342 O Ozm SO. oz <-;,j¢ . . . . . . . . . . . . . . . . . . . . . . . _ . _ . . . . . . . . . . . . . . . _ . . . . . Com. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . co 00 00 rnrn 338 :...:...:...: . INSTALL DROP CONNECTION :. PER C:O.B.: STD..D"WQ $W- F� �e��� :...:...:...:...:...:...:...:...:...:...:338 ++w mm 3 ++ ... .._..... .............. ......................... ......... ................................................................. L ,\ e CL 334.....................................................................................................................................334 '0' LJ W w ................... 18+00 19+00 20+00 ............................ 21+00 22+00 I ................... .... 23+00 24+00 w Y SEWER LINE PROFILE U c PHASE 2 VIZCAYA COURT INSTALL 176.3± L.F. 6" PVC SEWER ® 1.00% II ►- " it F-- h 1 O Ozm oz <-;,j¢ !��oZ Q co 00 00 rnrn Ltc�r.� �n ++w mm 3 ++ �:� U, V) APPROX/MAIE DESIGN GRADE '\ 352........��o�..... _ �. 352 ABOiiE SEiisEER MAIN --------= -- ----------------- 348.............................................. .................. 348 344' .......... ....... ..:............ 344 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . v . . . . . . . . . 2L 340:...:.. �~..:.�>z�"�,,..----.:__.....:. :...: - :...: - :340 ------------------- ....................._....... 10+00 11+00 12+00 SEWER LINE PROFILE ca0.vo Wow zu5)z wdw� W Z � m = W Q LL p �cyYi,,sW�0�m�4 0z 006 V zwwrrJ414Z)(D W�puau'uma� zl2.0=-•2aR-,0. 3 cl¢�Owcnvwjo aza~a�'--~moo �UtYzp w oZ> W 0 O�� U Q m U CnWYW W� Z zz�a4zZ0�� 0 Www -50m ow}w�N ',- - 0�z1cnw xioz z �Z�c�m �c�a�wWza� $Wowagoo Q�vavwi=��oa j- Z W= � W U Q Q oa) u ZZm`}'a�zZU U-owF-+ywoww > U Qwa>-ou Tw_ .,owUOa-F..1 qguiz-�wwo o Zp�Ua}w2 LLW yz�o S> u-ull= ��Qm wQoLLz>cnm¢con ocoV)0CD=)2z w Qyt�w0';R M pWU �-+OixQiO=U r, I i 1 Z O N �\ W o L ,\ e CL LJ W w W L` F- w Y LL U c d C C a tl i + 0 s 3 v c 0 .a a 0 cn 1 I i 1 Z O a [�DAATE 8/27/20 8 0 JOB No. 3026 SHEET 0 a COB RECORDS No. OF 11 SHEETS CONSTRUCTION NOTES X00co — s 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. VA � -i Q ti INSTALL SEWER U_j 40z - ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. o 5 5 °° — INSTALL STORM DRAIN � n c5 ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2,5' OF COVER AT GUTTER FLOWLINE ® INSTALL STORM DRAIN MANHOLE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. INSTALL TYPE "A" CATCH -BASIN JINVW= RIGHT-OF-WAYCONST UCONSTRUCT 25.7± L.F. 18 R CT 17.9± L.F. EXIS1iNG SEWER CL -3 RCP w/RGJ i8" CL -3 RCP w/RGJ EXISTING STORM DRAIN STORM DRAIN ® 0.50% STORM DRAIN ® 0.51% EXISTING EDGE OF PAVEMENT 18" INV S=34247 SD STORM DRAIN STAl10N 18" INV N= 18" INV=342.51 342.5±' INV N -S= SS SANITARY SEWER STATION 342.38 6" SWRINV8" INV E= 339.4± 341.88 341.38 A STORM DRAIN SECTION 4 N.T.S. U ►- N N _ U� .�� II�-I ItU W Jmf_AI CD Z ^met Z in� (nO JPO �mW -�m,� W oZ iii SZIZ o� o ate+ a �pW `r , trj� L7 Otn �' '4,0 � W i I*- ,-- Cn MN t!i OR 10 r 4-8 rQ LOU' +LO 3 SAN RAFAEL 3 ; cn V) ce AVENUE 16 LO IN (SEE SHEET 6) Qu 74� •J _ = -i_ 1 1 4 Z '0' 20 so' 20' 1 27 0 31 30 29 28 + 4' TYP - (� 'df 77.68 LA 75 - 76 o rria 18+42.1. 19 N2f C1 in 15+90.83 -�� - - 1F-- - _ —i-- - - -- 1 } 7 ry 15 N- + M _ +— CO — — — — .� ... Ul o • z = 75 � N ;� ara 76 to1 0 14 77 78 u' 79 80 + 60' 1 10' 20' 0 .r � qh iwmz 1 I �w �`�00 W _jz az SUN APSE � covcv W oo a. o00 00 v O RIVE aelvz) ¢ _ C Q SEE SHEET 7) o Min ul co V)�� W) V)li Ln o _v +^ �2uvl) PHASE 2 SANTA CLARA COURT �INSTALL 105.0± L.F. INSTALL 252.2± L.F. 6" PVC SEWER ®2.00% 8" PVC SEWER 0 0.357 10 26 15 INSTALL 217.8± L.F. 8" PVC SEWER 0 0.35% 25 1`� Y`4'TYP a 16 V, 2322 w ls.o' 24 �` N a 21 - -� S79 -52'34"`N R i 17 °' 18 + N It az ►- dd o uir- ptpCDC-4 U � V) Uj INSTALL 100.0± L.F. 6" PVC SEWER 0 1.00%� ou O jU W 04 - U (D'o tflW � +:t W r":N V1 21 �V SS ;'7+56 20 LINE TABLE LINE Ll L2 1 BEARING S81'49'16"E N 06'56' 44"E L3 _ N35'53'44"E L4 N75'31'47"E L5 L6 N78' '44"W N84*02'53"W 348: ;SEWER AND .NORM ORA/N ��� ; _---- ----------a__-----' __�- _ ---- . . - . . . . --_____ _ - ........... .............•.. 348 .. ............. .......................... _........ 344 :. - ; ; ; ; ; ; :...;...:...:...:...;..--.........: .:....... .... I . . . . . . . . . . . . . . . . . . 18" INV N -S= 18" INV N -W= 342.38 341.96- 18" INV W= ........ . ................. 344 . . . - • - . 24 i " INV W. 342.72 - ,. . 341..38 . tt3" .INV .E� 342.61 ; ; . ; . . . . \'0 . . . . . . . . . - _ - _ ��� i r ��0340 - 341:88 J �j.G - . . . 0 - . . . . _ - . . . . . . . .'24" INV= ;4„ - 6„ INV E= ����1 ; - _;. . . : . . . ; . . . . . . . . . . . . . . . . -. - _ L338.422 INV= -. . . . . . - . . . . . _ .n _BOTTOM�338.00 _, 341.31 - 340 23 ; - ; . . . : . . . . . . . : . . . . . . . . . . . . . . . 340 : INSTALL 201 L.F. 24" 6" INV. W-_ 8" INV -E-- . . . . . . . . . . . . . 336 - CL -3 RCP w/RGJ _ 338.13 338.00 ; ; - - ; - ; - - . . . . . . . . . . . . . . . . . . . . . STORM -DRAIN 0 14.5%• . - - - - • - • - • - . . - - . . . :'I (TCMPORARY) ; ; INSTALL 59.9± L.F. •24" INSTALL 52.6± L.F.- INSTALL 54.51 L F. : ; �� '�� . . . . . . . . . . . . . . . . . . CL -3 R w RGJ 18" CL -3 RCP w RGJ 18" cL-3 RCP w RGJ : : ; ; �/� `�� os, ; 336 STORM DRAIN• ®0.12.. T(. M DRAIN .0.0..15% STOPM DRAIN 0 0.20% • • .............. . . . 14+00 15+00 16+00 18+00 .... 1 17+00 ... - . SEWER LINE AND STORM DRAIN PROFILE 20+00 21+00 22+00 • • _CURVE TABLE - -i-�� W k ti- U- - ! U t- ❑ - CURVE RADIUS :LENGTH I DELTA TANGENT t- o Q _ - a v� w w ►- z O Cl 1525.00' 105.02' 3'56'45" 52,53' � wm = Z � "Lu a Q - J�Q❑1' Q +�cei 1 Ln C2 _ 1525.0 r 252.17 9-28'27" _' 126.37' a j a z a w � ZL' WQ2x ui Z E 2,0-1.v" H om I < Lu a c') I¢->> zv 23 �.. C) ofa00-w 0)cn z? tY tip �Wop2�oaz�W N °� x L)o� = a viw�wwvi mzp W—QL'ii889, = Lu Lr Z tY4 w LM 3: a� -gziLL u`1uu--tz of �m lJ.l ..: cc �; z_ z w LLq oe$ z c 04 '6580-m "-0zc�a Z ..r za?ww�¢< w w o z5W�zwQow �- zzm�Z UQ�Qa ►-�woau- ® � � W Q F Ui N =Z ¢Uar7 6 wnO''T-, W ~ Zwx:zQ91220 zVwJw� ¢ >X w o0wQ"�00 zr�=wo�= w ¢ Lij U_ � OmcnUC7�Zzztirw �w� o Woo >U) ZI E =-aiZ -UprY ¢ -N- HORIZONTAL: N-HORIZONTAL: 1 "= 40' VERTICAL: 1"=4' F � � a \, LIx 0 a G N LL U z w _ � m w 3: w Q U- U 1 ai ❑ 4 \NEER00 *� d' v- cn ao M J r W 3 M > v 0 z .j V D W 0 v 04 0 J cr) "r.. < 0 0z o .o C to 02 w 00O o 3 a N _ ■ X D_ C o C 0 I 0-1I N O r7 3 i U) c 0 Q_ C 0 0 E a o � in > � w c � 3DATE 6127!2018, PA JOB No. 3026 LO --- SHEET E 0 a j O COB RECORDS No. OF 11 SHEETS CONSTRUCTION IIIIIM NOTES Os INSTALL SEWER MANHOLE OO INSTALL SEWER CLEANOUT 1 INSTALL SEWER — -=— -- INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE ; ZF-UF,..tnp�tLpT INSTALL TYPE "A" CATCH -BASIN --- - - RIGHT-OF-WAY - - EXISTING SEWER - - - 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. 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. "-/ N Ila' 0 -JC6 Z o" o 04 vp c"m zz ..� e+ M 1 N a = 72 _ °- �4' 7YP 13+12.18 N `� c 71 00 �70 + 69 CIDN d r En z�i 14+00.08 M - 15 348: . 344'. 340 4�. I cn o C2 1 N N I ZADO RAU AVENE (SEE SHEET 7) ` 1 ` I I 60' ten' 1 fl' I 68 fV Ln In r; i 16+91.86 17 a- 16 U1 N Ga i I 47 N 48CID c + NSF �p N J .p. o �= o �? 18+60.57 w co _ r— ��9'2012 '5 M `� cr } 37 32 33 34 35 N 36 j -_7—z h x ow OU z a com O) +C � PHASE 2 45 44 + 8'91 cco �gk,;S-O43 be 19+43.86 .p� 4' Typ v, 1� 1� N 39 40 J 4 38 1 r RENTERIA DRIVE INSTALL 103.2± L.F. INSTALL 293.0± L.F. INSTALL 256.71 L.F. �'�8" PVC SEWER 0 0.71% 8" PVC SEWER 0 0.35% 6" PVC SEWER ® 1.35% pt �z of 0 z M+ + �9 42 -N- HORIZONTAL: 1"=40' VERTICAL: lm -4' ...................348 . . . . . . . . . . . . . . . :................344 ...................340 336.................:...........:.......:........._.........................................:.._............:...:...:....................................._.....315E ............. ....... ........................... .............. .._.................... ......... ......... _.........................__.............. 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 SEWER LINE PROFILE RADIAL TABLE RADIAL BEARING Rt 5.08'49'47"NJ R2 1 '� S08°42'47"E R4 � - ; ZF-UF,..tnp�tLpT I z = '� 10'60' ¢wOD �°9>, u Q iz�wc�az ID w cD� otnQp ,8 73 / 20 zca � w ckf omFsp_W'QOm o�Q3-�In0-- ,,.�,,xx W Z N C I op � v$�WHzOw000 zZLL f SAN RAFAEI 1 h 42. a U w o r- O N CL W�¢ Z O 0!Qcr�z¢wwW�n ^^ L.1. A VENUE xz a�� �.�.. 3: z ms (cg=n ©¢r (SEE SNE ET 6) 80 o o"ja- ��j2 o � Q +i coo �+ _cnl �� 348: . 344'. 340 4�. I cn o C2 1 N N I ZADO RAU AVENE (SEE SHEET 7) ` 1 ` I I 60' ten' 1 fl' I 68 fV Ln In r; i 16+91.86 17 a- 16 U1 N Ga i I 47 N 48CID c + NSF �p N J .p. o �= o �? 18+60.57 w co _ r— ��9'2012 '5 M `� cr } 37 32 33 34 35 N 36 j -_7—z h x ow OU z a com O) +C � PHASE 2 45 44 + 8'91 cco �gk,;S-O43 be 19+43.86 .p� 4' Typ v, 1� 1� N 39 40 J 4 38 1 r RENTERIA DRIVE INSTALL 103.2± L.F. INSTALL 293.0± L.F. INSTALL 256.71 L.F. �'�8" PVC SEWER 0 0.71% 8" PVC SEWER 0 0.35% 6" PVC SEWER ® 1.35% pt �z of 0 z M+ + �9 42 -N- HORIZONTAL: 1"=40' VERTICAL: lm -4' ...................348 . . . . . . . . . . . . . . . :................344 ...................340 336.................:...........:.......:........._.........................................:.._............:...:...:....................................._.....315E ............. ....... ........................... .............. .._.................... ......... ......... _.........................__.............. 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 SEWER LINE PROFILE RADIAL TABLE RADIAL BEARING Rt 5.08'49'47"NJ R2 '04'46'08"W R3 S08°42'47"E R4 N06'09'08"W CURVE TABLE CURVE ! RADIUS LENGTH DELTA ?TANGENT Z Cl 1245.00' 103.24' 4'45'04" 51.65' C2 1245.00' 292.96' 13'28'56" 147.16' Q DATE `- 8127/201$ cn PA JOB No. 3026 / SHEET E v 0 0. E COB RECORDS No. OF 11 SHEETS Z !Aw WZ�F- n Z aQzv+�zrf,Zmp .� M "a�c=niwcnOjmcnt= to CQ �oa��z�u~iaiv zwWsUOQ�C?t`Y r- LU Z � C wmsm ; ZF-UF,..tnp�tLpT > v? w ¢wOD �°9>, u Q iz�wc�az ID w cD� otnQp ,8 06 w LS. W wr"0 V lS0)(Y p w0�wIz-22 zca � w � � LU W _.. c.0 omFsp_W'QOm o�Q3-�In0-- ,,.�,,xx W Z N C zw9moTc6"im. o0E oxz�,.>0"1 W W v$�WHzOw000 zZLL LLz?m�aZ� �/ L L a U w o r- O N CL W�¢ Z O 0!Qcr�z¢wwW�n ^^ L.1. �W. i0`b`a -0rZ zo=0oiw=4aw �.�.. 3: z ms (cg=n ©¢r �,"W=cnNw�p wOWzWw'�-¢—d L >}-w w�,wc ��j2 o r—QRr��r=- Q DATE `- 8127/201$ cn PA JOB No. 3026 / SHEET E v 0 0. E COB RECORDS No. OF 11 SHEETS z 0 J� Q DATE `- 8127/201$ cn PA JOB No. 3026 / SHEET E v 0 0. E COB RECORDS No. OF 11 SHEETS CONSTRUCTION NOTES - r fi j " Os INSTALL SEWER MANHOLE d INSTALL SEWER CLEANOUT 0 INSTALL SEWER AVENUE INSTALL STORM DRAIN © INSTALL STORM DRAIN MANHOLE 00 INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY ! ca _ — - F - - EXISTING SEWER ---- 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. 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. ONDARROA COURT / I 1 SEE SHEE T 8) I S2 27 11 18,11 �, 1 18' ! r 8' 1 33 `, I N i i X11 5-i + Q t — 4' Typ EL pct LLJ cLi O - r fi j " 00 10,1 - - 13 1 j 49 6" PVC SEWER @ 1.00% 13 r 0 o _ _j32 AVENUE wN W cv (SEE SHEET 7) %0 o 00 o[zz zW = z ! ca _ — m 17 �' v CN - too 16 �+., N + uir" N = T � 66 � Obi 67 N cn En _ _ _ _ r r - _ . . . . . . . . . . . .`b;�p... . . . . . . . . . . . . . . . . . . . t-- N rr J Z m:w =U[?a�F,F- fnF-J Www O c�wz�zaa o LLJ J� vU w O, O Coco W¢odz>cm�� z ......-•:--.........: ..................�..............................._.............................................:...........:. mLu Lu 00- } : rn� -[ACL 0Q a E a �2 W `(n ......................................... 15+00 Ml M co N I In +8� 5 f I VIZCAYA COURT (SEE SHEET 3) 5' 57 56 64 63 8' 18' 18' 8' U N N v v, _ 5' + cr p S,+ + � .. — — --- --- oa�— aD C-4 I tt!, 00 A W Jao - 16 16+49.7 1 V. N79'20'45"E _ 15+21.73 110' 60' 20' 1 20' 10,1 8" PVC SEWER 0 0.35% i j 49 6" PVC SEWER @ 1.00% ZADORRA fYH l�t Rp o 348 AVENUE wN W (SEE SHEET 7) %0 o N o[zz zW = z ¢ ,z om a a �L - too NN uj m�) M ++ - dt� ++ WW uir" N MV) w Obi (W N cn En _ _ _ _ cn cn '' 4' Ln V 5 + + ur1a cn � 50 cn 51 52 53 PHASE 2 r - U V Qo 0 u z X (00 w DONOSTIA STREET N 0 55 + 00 18+45.1 00 54 J r INSTALL 166.9± L.F. INSTALL 150.9± L.F. INSTALL 210.4± L.F. . . AP1W0,#MA TE ©l -,9(V GRADE 8" PVC SEWER 0 0.35% i 8" PVC SEWER ® 0.35% 6" PVC SEWER @ 1.00% : : °sem fYH l�t Rp ------ _ ___ ------ 348 O N W J Oz uio < N o[zz zW = .c>M ..80Q ¢ ,z Y oto a �L - too NN uj m�) M ++ - dt� ++ WW uir" N WOWWwdu(r.!Oza 4F' W Obi (W N cn En _ _ _ _ r r - _ . . . . . . . . . . . .`b;�p... . . . . . . . . . . . . . . . . . . . I N wz ow 00z Ta-) ME 00 00v) w -N- HORIZONTAL: 1"=40' VERTICAL: 1"=4' 352 ....... ������ . _ . . . . . . . AP1W0,#MA TE ©l -,9(V GRADE �,. _ - - - 352 ��' : : --.------------------------------------------------------------------- : : °sem AB011E SE1fR MAIN ----- ---- ---= ----. ---- ------ -- ----- ------ _ ___ ------ 348 C7F-Fi_co LL�_ Z0ti._ V) )o"- HtrBO :...:...:. :...:...:...:...:...:...:...:.. .............. ..............:........................................ ...............: 348 344:_........ —gz!RA ww>j CONSTRUCTION NOTES Z INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT C7 per. INSTALL SEWER ZpZ T Q es z - INSTALL STORM DRAIN --- OD INSTALL STORM DRAIN MANHOLE INSTALL TYPE "A" CATCH -BASIN V) NN� W ul RIGHT-OF-WAY - - ---- -- --- EXISTING SEWER - - -- -- -- 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. 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. 84 _ o' t 81 80 I � sD' so' h 10' 20' 20' i0' 68 67 8'. 1 8,1 10' 20' 20' 10' 1 20' 20' 5�' 5' I - �� S � 1 i 5' d d CD I 11 II O1 00 i 10+00.00 1 12+00.00 13 14 I 10+00.000'42'19"W S08'4— 2'4i"EN -- - II —� -j - - - - ----------------1 ---- 0 S o 05"43'42"E I .n d �I N I 1 1 N '" i ----- -- O r --- - - - - ' N -f - i� 1 20' I 20' 1C' t 60' , l 5-)'I 1 20' 10' 1 13 14 , 1 20' 20 10' 48 49 I I �; ►- COLE BROOK SANTA CL ARA ' A ►, ; , I t „�, ►I w COURT= II a RENTS I DONOSTI P-oz' STOCKDALE RANCH COURTzolz DRIVESTREET Ll) - a SEE SHEET 3) (SEE SHEET 4 j o oo a -I W ox o o Q o (SEE SHEET 5) o EE SHEET 6 owl o DRIVE ow ou M o" Q �; Q (S ) ,i Q (EXISTING PER �o ao orn�� SEPARATE PLANS) °�° % oo o o+ice ►A + cr cU a'� o mc, F, 1 W rn 00 rn ± w r -d' w v+ivv) cavil Nc�n vwi Mm � pc�r� cn <--cn w + ±N� �cnin I HORIZONTAL: 1"=40' VERTICAL: 1"=4' PHASE 2 SUNAPEE DRIVE PHASE 2 ZADORRA AVENUE INSTALL 276.0± L.F. 8” PVC SEWER 0 0.35% It �J W INSTALL 280.0± L.F. PVC C7 per. OZ ZpZ T Q es z a 00 unal �8"SEWER 8I @ 0.25% PVC SEWER @ 0.25% C)C+i V) NN� W ul N Ism i Ilt-v c> :41tmin w4'N cn Er= w pw Xcr OW oa0w 5 3 p Z outj¢ Oz Z ooQ ul cern of 00000 + r» a ou uicnW3 �U) cooN Lo CD Ocn + r-ty >Y �� w rN �c 352....... ........ cn a .352 . _ _. _ _ _ _ _ _ .-. --: ��Al APPR_ OXIMATE DES/GN GRADE - r-_________=-_: : ABOW'SEW£R'MN/N. . . . . . . . . . . . . . --T-------- �'� _-- ------------- -------------. -- 348 :...:.. .-•--•----...... ..................... .--................................................... -------------------------- ..... . 348 344:...:. i II " . 344 INSTALL OROP CQNNECi14N PER C.O.B. STD. DWG SW -3 11. ............... .................... .............._........._............. ...... y - INSTALL DROP CONNECTION 340 .... .. : ��c PER C.0.6. STD. DWGSW- 3. �..:340 ................................... ....... ............. ................................... .... 336 : I ...: it I,10 --'--------- ---- - 8" SEWER � 1 :4- , <P. 336 11i, _-E_ )1It __ __„_ . . . . . . . . . . . . . .'WSJ°. . . . . . . . . . . ?>�o.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . . . . . . . . . . . . . . . ' tK�`� NOTE: ��5�' ELEVATION VERIFY EXISTING LOCATION AND IN FIELD, PRIOR TO32 . 332: . 'ENGNEER . . . . 3 CONSTRUC"11ON- AND NOTIFY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IF THERE ARE ANY DISCREPANCIES. ........... 10+00 ...... 11+00 12+00 13+00 14+00 15+00 SEWER LINE PROFILE PHASE 2 ZADORRA AVENUE INSTALL 276.0± L.F. 8” PVC SEWER 0 0.35% It �J W pp� C7 per. OZ ZpZ T Q es z a 00 unal � oalw� 0)0!h�i3 C)C+i V) NN� W ul N U oaUO -U� wOwmW uwiZ�w cnm=zl'-'wQ*=a z ���f z0,o wu3xwzU)j CONSTRUCTION NOTE OO INSTALL SEWER MANHOLE O INSTALL SEWER CLEANOUT . . e� �� . . _ INSTALL SEWER _ ----- INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE i INSTALL TYPE "A" CATCH -BASIN -- - RIGHT-OF-WAY - = - -- EXISTING SEWER - - -- EXISTING STORM DRAIN -- - - - -- EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION 09 9. 9S i� SS 10+00 8 Ire, 0 Wz ou o= O 0 w "to Mtn M c1J 00w ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. CO ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. � � ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. o a 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. U) PHASE 4 RENTERIA DRIVE I' INSTALL 100.0± L.F. 6" PVC SEWER 0 1.00% jo c U 00 ma 0)i M En ul 0 IRE 15 v j �, 73 m 13 i� i 13+12.19 4 Z rn .v� - 1 z> .r.* v 74 4m .PIN INSTALL 213.4± L.F. 8" PVC SEWER ® 0.71% I� N 00 +M M r `- -N' HORIZONTAL: 1"=40' VERTICAL: 1"=4' . �' - -------__._ X-1121'� APPROX/MATE DESIGN GRADE _ . . e� �� . . _ Lu _ ----- �_ -----_ SEWER A•M J �� � : i COURT -- ------------------------------------------- -ABOVE ---------------------- - ^� 348 348:...: _ ..:. .:...:...:...:...:. ......... :...:...:...:. _ .:. � :-----____ ---------- _---. ---_ ---. - -----.-t_ :...:...:348 .•--•.... 344.'- ...... I ............... ................: .. ............ ..... :............... ............................ :........................ .......I........... ............... 344 m j ti I \ NOTE: VERIFY EXISTING LOCATION -ANO o COURT NY It �t ELEVATION IN NOTIFY TO : . . . . . . . . . _ G. . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o (EXISTING PER r�r�� IF THERE ARE ANY DISCREPANCIES. 340 :...:...:.....6.......... :.a r ��. L � SEPARATE PLANS): _ - -- -- --... : 340 n ,fix\ • .��7 I -- --.• � ..�11 - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ��1 EXISTING 8" SEWER 'PER . . . �� • . . . . . . . . .PHASE 2 CONSTRUJ 1109 a � rn + ter+ CD I 336: . . . : . . . :...... .. ..:...............: _....... ....._..........._..... - - - -- 336 ..... ....... . . ... 10+00 ........ - • .. _ i1+00 _ .............- - ....... 12+00 ....- .... - - - ........., 13+00 14+00 SEWER LINE PROFILE 00 5' 5' CONSTRUCT 15.7± L.F. ! { 18" CL -3 RCP w/RGJ ! STORM DRAIN @ 1.02% ' 18" INV E= 342.69 J� !,34 INV W= ' I 53 2 N -S= 8" SWR INV= 341.03 339.4± STORM DRAIN SEC ON g N.T.S. w !t; :� V�n c i I -VO Jam' Lu 4620' 6 13 14SANTA NCc) i COURT II f � N < tpn tt � RANdH "+- ++1 t �r + w 13: � V) 5 \\ m STOCbALE ti I \ o COURT NY It �t 0 11 12+00-00 ' 10+00.00 2 (SEE SHEET 11) gW o (EXISTING PER r�r�� :.a < SEPARATE PLANS): I n I I C00I� a0 p a � rn + ter+ CD I Cr 4-N I ptnl 6 W, I 13 C' N - 4'25'09"E - - � - To - W14 -25'09"E Ito Pz- QX OSQ w ON v a+ + 11)(" �rA RADIAL TABLE -� RADIAL BEARING i R1 S23°15'18"W i R2 S08'49'47"W' f I!V! !t; :� V�n c i I -VO Jam' Lu oz 1 0' 20' 10' 13 14SANTA NCc) i COURT C*4 � N < tpn tDr'' OO ^.n:: 00 0 D RANdH "+- ++1 t �r + w 13: � V) COLE BROOK +moi m STOCbALE ti j W COURT NY DRIVE �i ow Z o� 2 (SEE SHEET 11) gW o (EXISTING PER r�r�� :.a < SEPARATE PLANS): n C00I� a0 p a � rn + ter+ CD �+ r M_ Cr 4-N y ptnl to Ito Pz- QX OSQ w ON v a+ + 11)(" �rA RADIAL TABLE -� RADIAL BEARING i R1 S23°15'18"W i R2 S08'49'47"W' f I!V! !t; :� V�n CURVE!, ADIUS LENGTH DELTA i TANGENT Cl 1245.00' 100.03' 4'36'12" ! 5C.04' -VO Jam' Lu oz O v) m: $" o6 13 14SANTA NCc) z< Q NU �_ ) COURT C*4 � N < tpn tDr'' OO ^.n:: 00 0 D "fn+ tN+l "+- ++1 t �r + w 13: � V) V) +moi � ti 4. W 33 114 S13'�3 46"Whim- CURVE TABLE INSTALL 110.3± L.F. CURVE!, ADIUS LENGTH DELTA i TANGENT Cl 1245.00' 100.03' 4'36'12" ! 5C.04' C2 1245.00' 213.43' 9'49'19" 106.97' 20 / INSTALL 110.3± L.F. Q o J5,2 60' w cm a LL 13 14SANTA CLARA 0 COURT _ � 00 (SEE SHEET 10) _0 LLI { '? w w owl � �r + w 13: � V) V) PHASE 5 SAN BUENAVENTURA STREET 'All -3 � qh oz )z 0< MOS 00 u)d� O 0 0 N + { + + � 0 T N INSTALL 280.0± L.F. 8" PVC SEWER 0 0.35% Efiui o(no 00{ Q ` w r` r_M t!1 �+f i U W if LL � odc30 ui moi tw-�aa w4 ww`nw '-2t ' z: O -'►sorazcli 0O lt? ac=niw2 >ma>iG poa Mw Z P wa=��'Q=�zm `- �Foyx�cnUa= <W.� jcT^ �>VQ W'Wi- i a00-00�v0�2, zZa �LL pZyW 0 to T d ¢wOYOw�Umzp sc.. Ll. 2zxadzw K U) a 3' L—)FnOzw c Z � ww>T"0_z'_22 02Qov�awzz� �rxci 0g% W aiz< m02oa co Z CD c,- �tYo2o=U~��` Ui Cr; wr¢wr sn� a- aUav� Zcl Z' �owwwwaoz� W N �xz x0wc)< rr c - F z = V O Z Z O0 N . K%3: z2 4 wwQ¢Win9O r crO100t � W W 13 x r Mgg J m j Z Q� g a Zp=U9)-= �w dao=>g�av,G w O w w s w ZO m W < LL.�!>a�)°J-nQas >wpw2�zv)�`� f-r00.rUQfr¢� INSTALL 110.3± L.F. r8" PVC SEWER 0 0.25% Q o ml w cm a LL Qom; tt�a�.11 d ocdo W � � N { '? w w w 3 w ui 4 O'{{ t3 V) +u a a O(n r I 'All -3 � qh oz )z 0< MOS 00 u)d� O 0 0 N + { + + � 0 T N INSTALL 280.0± L.F. 8" PVC SEWER 0 0.35% Efiui o(no 00{ Q ` w r` r_M t!1 �+f i U W if LL � odc30 ui moi tw-�aa w4 ww`nw '-2t ' z: O -'►sorazcli 0O lt? ac=niw2 >ma>iG poa Mw Z P wa=��'Q=�zm `- �Foyx�cnUa= <W.� jcT^ �>VQ W'Wi- i a00-00�v0�2, zZa �LL pZyW 0 to T d ¢wOYOw�Umzp sc.. Ll. 2zxadzw K U) a 3' L—)FnOzw c Z � ww>T"0_z'_22 02Qov�awzz� �rxci 0g% W aiz< m02oa co Z CD c,- �tYo2o=U~��` Ui Cr; wr¢wr sn� a- aUav� Zcl Z' �owwwwaoz� W N �xz x0wc)< rr c - F z = V O Z Z O0 N . K%3: z2 4 wwQ¢Win9O r crO100t � W W 13 x r Mgg J m j Z Q� g a Zp=U9)-= �w dao=>g�av,G w O w w s w ZO m W < LL.�!>a�)°J-nQas >wpw2�zv)�`� f-r00.rUQfr¢� HORIZONTAL- 1 "=40' VERTICAL. 1"=4' APPROXIMATE 06 ',5101V GRADE A80ff- 41 r, y� SEWER AND STORM DRAIN ��^�' `�`�'' ----------- ------ti------- -------------------------------------------------------- �'_------ - 346 ....... 346 I I. . . . . . . . . . . . . . . . . . . 1€i - NV •bN= - . . . . . . . it . . 18" INV E= 242.53 It . t l 341.01 342 ... " INSTALL DROP CONNECTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : 342 i' PER'C'O'B' STD. DING SIN -3 I I "24" .INV S -E= t . 24"PIV N-,-;==/ 341.17 1 t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . v�{ 24" INV N -W= . . . . . . . . . . . . . . . . . . . . .34'.03 . I 340.51 It- 338 :. I ' :...:...:...:. �� .: : �,. N / E�338 I t ?> ��?' 337. S!6 u u EX_ 8"* SEWER .. . f 8' . . . . . . . . . . . . . . . �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �1.. .9 INSTALL 52.3± L.F. 24 S qh CL -3 RCP w/RGJ - F . . . . . . . . . . . . . . . . . . . . . . . . . STORM. DRAIN 0.27% . . . . . . . 334 ,��� NOTA: VERIFY ExisTiNc rocdTION AND ...... :334 ELEVA11ON IN. FIELD, PRIOR TO. CONSTRUCTION AND NOTIFY ENGINEER _ INSTALL 227:8± L.F.' 24" . . . . . . IF. THERE ARE ANY DISCREPANCIES .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .CL -3. RCP w/RGJ STbRM. DRAIN .®.0.23% . . . . . . . . . . . . . . . . . . . . . . . . . 10+00 11+00 12+00 13+00 14+00 15+00 SEWER LINE AND STORM DRAIN PROFILE I -- z 4<W �uj > z ui ca z U) W 060 Lnc Q n ry 0 ui r 00 N \ W O 3 � � W O a 0 i N O M 3 / N 0 d .s 0 0 0 c V) Q o a Lu cm a LL 0 W LU { '? w w w 3 w ui Lu _ILL o a a a CID W NY U Z Lu ry 06 a r�r�� HORIZONTAL- 1 "=40' VERTICAL. 1"=4' APPROXIMATE 06 ',5101V GRADE A80ff- 41 r, y� SEWER AND STORM DRAIN ��^�' `�`�'' ----------- ------ti------- -------------------------------------------------------- �'_------ - 346 ....... 346 I I. . . . . . . . . . . . . . . . . . . 1€i - NV •bN= - . . . . . . . it . . 18" INV E= 242.53 It . t l 341.01 342 ... " INSTALL DROP CONNECTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : 342 i' PER'C'O'B' STD. DING SIN -3 I I "24" .INV S -E= t . 24"PIV N-,-;==/ 341.17 1 t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . v�{ 24" INV N -W= . . . . . . . . . . . . . . . . . . . . .34'.03 . I 340.51 It- 338 :. I ' :...:...:...:. �� .: : �,. N / E�338 I t ?> ��?' 337. S!6 u u EX_ 8"* SEWER .. . f 8' . . . . . . . . . . . . . . . �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �1.. .9 INSTALL 52.3± L.F. 24 S qh CL -3 RCP w/RGJ - F . . . . . . . . . . . . . . . . . . . . . . . . . STORM. DRAIN 0.27% . . . . . . . 334 ,��� NOTA: VERIFY ExisTiNc rocdTION AND ...... :334 ELEVA11ON IN. FIELD, PRIOR TO. CONSTRUCTION AND NOTIFY ENGINEER _ INSTALL 227:8± L.F.' 24" . . . . . . IF. THERE ARE ANY DISCREPANCIES .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .CL -3. RCP w/RGJ STbRM. DRAIN .®.0.23% . . . . . . . . . . . . . . . . . . . . . . . . . 10+00 11+00 12+00 13+00 14+00 15+00 SEWER LINE AND STORM DRAIN PROFILE I -- z 4<W �uj > z ui ca z U) W 060 Lnc Q n ry 0 ui r 00 N \ W O 3 � � W O a 0 i N O M 3 / N 0 d .s 0 0 0 c V) z ui ! 1X ai 3 ;DATE 8/27i2018 V) 'PA JOB No. 3026 SHEET E 0 a �t COB RECORDS No. OF 11 SHEETS CONSTRUCTION NOTES 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. 250 -lox 0 0 ss 26 oc oC me G 4 348 ........:. 344........:. M: Mc PHASE 5 SANTA CLARA COURT INSTALL 100.0± L.F, INSTALL 250.9# L.F. 6" PVC SEWER 0 1.00% 8' PVC SEWER 0 1.49% 40:...:....................� 336:...: b:��/��� SAN RAF AEL N4E,NVE gHEEj 10 2u a 74 _ �d� f� I __--- --�v - - - - p 15+90.83 I -t 77 1c 1 76 -7R L INSTALL 125.0± L.F. 6" PVC SEWER 0 1,00%� IIf-�� II► -;N 8o(n '_(nQZz"-Z� !q 0 Q ori p I z C'400U do 't o� M rrU'tf Q •i -+W ++ -q-'tcn lq. I+ j ?" IiVS I ALL 142. /.t L.F. Z4 CL -3 RCP• w/RGJ- - STORM DRAIN @ 0:10% .................... 11+00 12+00 13+00 14+00 SEWER LINE AND STORM DRAIN PROFILE .......................... 348 NOTE, VERIFY EXISTING LOCA11ON AND • ELEVATION. IN FIE£D•, PRIOR TO, . . . . . . . CONSTRUCPON AND NOTIFY •ENGINEER IF THERE ARE ANY -DISCREPANCIES, • • • - • • OONSTRUCTION XISTING-24"'STORM ' • • • • • 344 -----. -RAIN PER PHASE 2 ' .r �.� . . . . . . . • . . . . . . . . . 24" INV* E -`.N- ..-..341.31 ..... 340 6" -INV W= 339.21 : . . . : . . . : . . . : . ........ 336 ............ 15+00 16+00 RADIAL TABLE RADIAL BEARING R1 S27`02'24"VV R2 S14'25'09"W R3 S09°02'03"W _N_ HORIZONTAL: 1"=40' VERTICAL: 1"=4' CURVE TABLE CURVE RADIUS ILENGTH ' DELTA TANGENT Cl 1525.00' [ 100.02528" + 5Z-.03' C2 ' 1525.00'1250,90'1 9'25'35"-+I 1225.73' j C3 11525.00' 125.04' , 4'41'52'" I 62.55' U 0Wc30 oww wOcq �a2 a Z �w z -w aim=z�'Wara a¢ _ z 0 Z vp'66�r/n�w "n !R fnLL §i -1w jU wirxzr W SOwwcnU� F- UF-NO�LLLa ixa00ow�spW0 ❑zFE of llO Z01_ a�o��3: rw v mc� z z Y nw w z V j m Z O DOcnOp�pa ww>_>0 Tana azQL�cn�z 0 x<LL O��O W Qp ¢- of E 0>'z * -ww Qao awgw#6-p2 a LL OaOa=UQ0¢O'i Z U�Vw�- wQOLOU w > U WF-�w- U W a W aw_ --=§-L' W=§1V L)Z a� Q ,0W'8tcr 'Tr rn=v�►z- Qww� O C9cgWo Z x wz 0Q pxcnw cL � 3 >aLLz a w �wco 0w>LL�w maooWo0zzzZww m:J W rU) 6ga`n� COB RECORDS No. Vol C) INSTALL SEWER MANHOLE OO INSTALL SEWER CLEANOUT INSTALL SEWER �.. - INSTALL STORM DRAIN =- INSTALL STORM DRAIN MANHOLE a INSTALL TYPE "A" CATCH -BASIN E `- RIGHT-OF-WAY - -- -- EXISTING SEWER - - 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. 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. 250 -lox 0 0 ss 26 oc oC me G 4 348 ........:. 344........:. M: Mc PHASE 5 SANTA CLARA COURT INSTALL 100.0± L.F, INSTALL 250.9# L.F. 6" PVC SEWER 0 1.00% 8' PVC SEWER 0 1.49% 40:...:....................� 336:...: b:��/��� SAN RAF AEL N4E,NVE gHEEj 10 2u a 74 _ �d� f� I __--- --�v - - - - p 15+90.83 I -t 77 1c 1 76 -7R L INSTALL 125.0± L.F. 6" PVC SEWER 0 1,00%� IIf-�� II► -;N 8o(n '_(nQZz"-Z� !q 0 Q ori p I z C'400U do 't o� M rrU'tf Q •i -+W ++ -q-'tcn lq. I+ j ?" IiVS I ALL 142. /.t L.F. Z4 CL -3 RCP• w/RGJ- - STORM DRAIN @ 0:10% .................... 11+00 12+00 13+00 14+00 SEWER LINE AND STORM DRAIN PROFILE .......................... 348 NOTE, VERIFY EXISTING LOCA11ON AND • ELEVATION. IN FIE£D•, PRIOR TO, . . . . . . . CONSTRUCPON AND NOTIFY •ENGINEER IF THERE ARE ANY -DISCREPANCIES, • • • - • • OONSTRUCTION XISTING-24"'STORM ' • • • • • 344 -----. -RAIN PER PHASE 2 ' .r �.� . . . . . . . • . . . . . . . . . 24" INV* E -`.N- ..-..341.31 ..... 340 6" -INV W= 339.21 : . . . : . . . : . . . : . ........ 336 ............ 15+00 16+00 RADIAL TABLE RADIAL BEARING R1 S27`02'24"VV R2 S14'25'09"W R3 S09°02'03"W _N_ HORIZONTAL: 1"=40' VERTICAL: 1"=4' CURVE TABLE CURVE RADIUS ILENGTH ' DELTA TANGENT Cl 1525.00' [ 100.02528" + 5Z-.03' C2 ' 1525.00'1250,90'1 9'25'35"-+I 1225.73' j C3 11525.00' 125.04' , 4'41'52'" I 62.55' U 0Wc30 oww wOcq �a2 a Z �w z -w aim=z�'Wara a¢ _ z 0 Z vp'66�r/n�w "n !R fnLL §i -1w jU wirxzr W SOwwcnU� F- UF-NO�LLLa ixa00ow�spW0 ❑zFE of llO Z01_ a�o��3: rw v mc� z z Y nw w z V j m Z O DOcnOp�pa ww>_>0 Tana azQL�cn�z 0 x<LL O��O W Qp ¢- of E 0>'z * -ww Qao awgw#6-p2 a LL OaOa=UQ0¢O'i Z U�Vw�- wQOLOU w > U WF-�w- U W a W aw_ --=§-L' W=§1V L)Z a� Q ,0W'8tcr 'Tr rn=v�►z- Qww� O C9cgWo Z x wz 0Q pxcnw cL � 3 >aLLz a w �wco 0w>LL�w maooWo0zzzZww m:J W rU) 6ga`n� COB RECORDS No. Vol C) i ,4 F M �.. � L7 LLJ Z E `- > U LO .�., C) a6 �' co a6 u U) Z IY N muu Lu iv t j Z 0 c Z w -, „ UJ �- o`,:' w U u c7 L:_ Q r^^'y IY N `— 1..1.E �S a 10� z 06 .J -4t vi 0 cl vi �t N 0 o c r N co O w3 0 o d c _ O - 0 a I fr cn toN 0 3 t 0 CL c •o 0 E c� V -o a - - 6ATE 8127/2018 F'A JOB Ne. 3026 SHEET E 0 a E N O OF "I :SHEETS i ,4 F u ! U- *U u _ 0 c Z� ! 0 a -, „ m w U u c7 L:_ w > LLJ IY 'a �S a re rl} W d a- d� $ AN \ /038 10� z 06 .J -4t vi 0 cl vi �t N 0 o c r N co O w3 0 o d c _ O - 0 a I fr cn toN 0 3 t 0 CL c •o 0 E c� V -o a - - 6ATE 8127/2018 F'A JOB Ne. 3026 SHEET E 0 a E N O OF "I :SHEETS CONSTRUCTION NOTES OO INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT n INSTALL SEWER _ INSTALL STORM DRAIN Op INSTALL STORM DRAIN MANHOLE L6 INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY F= - EXISTING SEWER - - - - - EXISTING STORM DRAIN - - -- -- EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION PROPOSED SUMP' \\X/ X rJ y , PLUG END 18" INV N= 342.60 WATER WELL LOT 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. J O S Z Q W w fY� 8Z �.s �� 0,0i CONSTRUCT 25.7± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.51% O pq INSTALL 114.8± L.F. -6" O n ZO Z PVC SEWER @ 1.00% O w¢ Q�)' L6 �M p 000 F-� g 00', F= w J ��� F•-- �� CJ �vZ, nLO ppv�>O O ---- --_ _ _; ---.-. ---. - ,- z ----- - • - _ ^�� _.-7 --.--- -. -- ,----•------------ --------------------- _ . . . . . . . . . . . . . . O W _ - C�6 W a) M O 346 ......... QZ J Z ..+ Cri � y � ■.. W r r z aW�v�►z-zvWO- W N Cfl U= ,¢U W "-Zzm�aZZZ�? d 0 ci O W m� V5 d'd' b a _ OnM .......... .................... OO V) ................ O tr Nt .-•- V) co V) fY� 8Z �.s �� 0,0i CONSTRUCT 25.7± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.51% CONSTRUCT 15.9± L.F. I 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.50% 18" INV S= 342.54 RADIAL TABLE RADIAL BEARING R1 S28'04'40"W R2 S14 25'09"W R3 SOO"'-0'48"W CONSTRUCT 25.8± L.F. 18" CONSTRUCT 15.7± LF. CL -3 RCP wjRGJ 18" CL -3 RCP w/RGJ I STORM DRAIN © 0.50% STORM DRAIN ®0.51% _,d18" INV S= 342.70 18" INV N=/ 18" INV=L30"INV 't24" IN N•�-•S= 18" tNV N= 18" INV= 18" INV N -S= 342.59 342.5± 342.4-6 342.5 342.7± 342.62 8" SWR INV= INV E= 8" SWR INV= 18" INV W= 340.51 W= 340.46 340.4± 341.12 339.96 INSTALL 320.5± L.F, 8" PVC SEWER @ 0.35% PHASE 5 f� nkf J O pq J� W Jw O n ZO Z �Z O w¢ Q�)' L6 �M p 000 d ON g 00', �1(6� NN rm�7�.{{ O ^^ILLJ a0a�¢��-�z CJ N nLO ~+ C000 �U) ---- --_ _ _; ---.-. ---. - ,- z ----- - • - _ ^�� _.-7 --.--- -. -- ,----•------------ --------------------- _ . . . . . . . . . . . . . . -------------- ----------------- -------------------- . . . . . . . . . . . . . . . . . . . . . . . . . . _ - C�6 W a) M O 346 ......... �. Uj 4W.Ud[A��2p� Z�z rOw>8Z<< O Z ..+ Cri � y � ■.. W r r z aW�v�►z-zvWO- W N Cfl U= ,¢U W "-Zzm�aZZZ�? d 0 U ❑Wt -W OWULL. %8s*<,8c2;"AN0 N 0 r _. In 0 �t-Q CW,iw-j C7cnwZgg0p 0 .......... .................... .................. ................ 346 tr Nt Z co J LL- J LL_ ( D LL u- �..if _ J 11 J X II 1f D C7 342 ........ 18" INV S= 342.07 , \` 5' C 5, 342.46 -----� - 340.51 341.01 _ •342.62 - Li Li / O Ui IJi - _ o 1$" INv w= 341.12 . . . _ . . . ..*,, ...... Lu c:. o w 5' 5 o w ' i Za i z Qm X71 .-`' Z0 . . . . . . . . . . . . . Z 0 - CONSTRUCT 15.9± L.F. I 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.50% 18" INV S= 342.54 RADIAL TABLE RADIAL BEARING R1 S28'04'40"W R2 S14 25'09"W R3 SOO"'-0'48"W CONSTRUCT 25.8± L.F. 18" CONSTRUCT 15.7± LF. CL -3 RCP wjRGJ 18" CL -3 RCP w/RGJ I STORM DRAIN © 0.50% STORM DRAIN ®0.51% _,d18" INV S= 342.70 18" INV N=/ 18" INV=L30"INV 't24" IN N•�-•S= 18" tNV N= 18" INV= 18" INV N -S= 342.59 342.5± 342.4-6 342.5 342.7± 342.62 8" SWR INV= INV E= 8" SWR INV= 18" INV W= 340.51 W= 340.46 340.4± 341.12 339.96 INSTALL 320.5± L.F, 8" PVC SEWER @ 0.35% PHASE 5 f� nkf J f�LU N � J� W Jw w w� Jw. ZO Z �Z �Z. w¢ Q�)' L6 �M p 000 d ON g 00', �1(6� NN rm�7�.{{ O ^^ILLJ a0a�¢��-�z CJ N nLO ~+ C000 �U) ---- --_ _ _; ---.-. ---. - ,- z ----- - • - _ ^�� _.-7 --.--- -. -- ,----•------------ --------------------- _ . . . . . . . . . . . . . . -------------- ----------------- -------------------- . . . . . . . . . . . . . . . . . . . . . . . . . . _ - C�6 W a) M O 346 ......... �. Uj 4W.Ud[A��2p� Z�z rOw>8Z<< O Z ..+ Cri � y � ■.. W r r z aW�v�►z-zvWO- W N Cfl LINE TABLE LINE -j BEARING L1 N26'34'29"E L2 N16'03'53"E L3 N74'40'42"W L4 N76`16'37"W L5 ' N12°52'03"E L6 N06'15'22"E- _ CURVE TABLE CURVE! RADIUS LENGTH I DELTA TANGENT C1 1795.00"!',386.30'_ 12'19'51" 193.90' C2 ! 1805.00'' 114.82' C3 1805 00';320.47' 3'38'41" ' 57.43' 10°10'21" 160.66' C4_ ' 1805,00' i 312.94' 9'56'01" 156.86' C5 1805.00' 100.01' 3'10'29" 50.02' 'r71 'O 82 8 � � u', 1 L71tv r__ j O cc o ` G - � -0 1 83 k tJ INSTALL 312.9± L.F. INSTAL 100.0± LF. 8" PVC SEWER 0 0.38% 1 I 6" PVC SEWER 0 1,007.-} - �r�. sr ti� �'ti,. ��'x . UJ .�Q�y\ . . . . . . . . _ . . . . \ ��\�- . 350 O S OZ 2Z Q ---- . tnN 00M ���o'� SEWER AND STORM DRAIN cP a0a�¢��-�z CJ N nLO ~+ C000 �U) ---- --_ _ _; ---.-. ---. - ,- z ----- - • - _ HORIZONTAL: 1"=40' VERTICAL: 1"=4' 350 ....... - ��- -. --------- -� LL ❑avo WO<n W!i coo ��� _ � - �r�. sr ti� �'ti,. ��'x . � APPROX/MATE D€S/DIV G�4ADE'ABOt�E . .�Q�y\ . . . . . . . . _ . . . . \ ��\�- . 350 wmx >mmQ 1 L- _-- ------------ -------- ---- . �Q ��0- ,`tel\ p�, . � ���o'� SEWER AND STORM DRAIN cP a0a�¢��-�z CJ 7&o z�w j. .._ tr m C6 Lu wW�,vf,•mz� 25t,ova,o6Qoa -.---.---------- ---- --_ _ _; ---.-. ---. - ,- z ----- - • - _ ^�� _.-7 --.--- -. -- ,----•------------ --------------------- _ . . . . . . . . . . . . . . -------------- ----------------- -------------------- . . . . . . . . . . . . . . . . . . . . . . . . . . _ - C�6 W a) M O 346 ......... �. Uj 4W.Ud[A��2p� Z�z rOw>8Z<< O Z ..+ Cri � y � ■.. W r r z aW�v�►z-zvWO- W N Cfl U= ,¢U W "-Zzm�aZZZ�? d 0 U ❑Wt -W OWULL. %8s*<,8c2;"AN0 N 0 r _. In 0 �t-Q CW,iw-j C7cnwZgg0p 0 .......... .................... .................. ................ 346 ww t0�WOWOJZz ¢ p M � 0� Z co W O 0 c 06o ..........,. ,��............ I 'ys %L�' �s L 18'. }NV N-$� •24" INV -H -W= 18° INV E_. . . . . . . . . . . . . . . . . . . . . . . . 18" INV- N -S= . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 342 ........ 18" INV S= 342.07 , \` �,• `b 342.46 -----� - 340.51 341.01 _ •342.62 - • .............. _ _ - _ 1$" INv w= 341.12 . . . _ . . . ..*,, ...... ....... .... 342 I 3 m c o >Z ' i i I •24"'IN! •E= J gypI............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30" INV F -W= i DATE ---€1/27;2018 PA JOB No. 30" INV W= 340.46 i�,�: E `b��\•. 6p\. 0 -339.57 3oINv= : . . . : . - - - - - - . : . . . : . . . : . . . : . . . : . . . : 39.9fi338 INSTALL DROP CONNECTION COB RECORDS No. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 338.46 PER C.0D.57D. bW=Sv : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .338 - _ ....:.......... .............. .... .. ....�.il,G.. ............................... ....................... ....... ............... ........ 334........:I ...:...:...:...:.......................... :...:...:...:...:...:_.. ss, . ..................... ..334 INSTALL 46.6± L.F. 24" CL -3 RCI? w/RGJ NSTALL 536±-L.F. 18" _ .INSTALL _ _ STORM DRAIN -0 0.11% . CL -3 RCP w/RGJ .'INSTALL 89.2± L.F. 30 } CL -3 RCP w/RGJ 'I-• 3&6.3± L.E. 30" - I STORM: DRAIN x'0:20% _ 330 . . . . . . . . . . . . STORM .DRAIN 0 .1.25.%. . . CL -3 RCP w/RGJ STORM DRAIN ®•0.10% _ . . . . . 10+00 . . . . . . . . . . . 11 +00 . . . . . . . . . 12+00 13+00 14+00 15+00 16+00 17+00 18+00 33 0 19+00 SEWER LINE AND STORM DRAIN PROFILE U � N'gEER 4g b� LL ❑avo WO<n W!i coo P 1 Zen �m o =2WWi_o J Oo m W¢z�wwi0 pMj Lf) wmx >mmQ f) cu co 0 UJ z S v7 7- 8=~o aZ`nW�LL l 402. wN Ci Zpo�o �aooOw��uwic� > U a0a�¢��-�z CJ 7&o z�w 0 '*- m C6 Lu wW�,vf,•mz� 25t,ova,o6Qoa Q 26>_ws8wwmW ❑wiw (� `F'i ca W-,0,9 LL Li� 00 N LU �.: co O C�6 W a) M O a C) 0 0 v CJ Uj 4W.Ud[A��2p� Z�z rOw>8Z<< O Z ..+ Cri � y � ■.. W r r z aW�v�►z-zvWO- W N Cfl U= ,¢U W "-Zzm�aZZZ�? d 0 U ❑Wt -W OWULL. %8s*<,8c2;"AN0 N 0 r In 0 �t-Q CW,iw-j C7cnwZgg0p 0 dQ q0=L1=wJOv,� ❑�F-OW W(nJ�� W QpLL >co ww t0�WOWOJZz ¢ p M � 0� Z co � N'gEER 4g b� Q� �wqL 00 _ J 3 50- odd _> U p y C)�P C, ,.\: w a! LL 0 uJ uJ w CL j z uJ w C/)ry w 2 WIC Lu 0 O LL � N'gEER 4g b� Q� �wqL 00 _ J 3 50- odd _> U p y C)�P Z I06 i CL �. z C/)ry Lu 0 0 0 0 0� co W O 0 c 06o jiw^) 00 N 00 W 0 rn 3 � � I W I o Q v / a o o--- - ------ - d I I o I 3 m c o >Z ' i o 0 E '0 I (A � > } w i DATE ---€1/27;2018 PA JOB No. -3026 E SHEET 0 1 Pi 3�� P U •� 1 + � N 0 OF 11 SHEETS COB RECORDS No.