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HomeMy WebLinkAbout1.2-7093 Ph 2CIVIL ENGINEER MCINTOSH & ASSOCIATES 2001 WHEELAN COURT AESFIELD, CA 93309 CONTACT PERSON - ROGER MCINTH (1) 4-4 14 BA618 OF BEARINGS: £ BEARING OF N 00'44'35" E SHOWN FOR THE WEST LINE OF THE NORTHWEST 1 /4 OF SECTION 1, T. 29 S., R. 26 E. AS SHOWN O SURVEY INVESTIGATION MAP No. 7-1 B. 6, PG. 43 WAS USED A THE BASIS OF BEARINGS SHOWN HEREON. TOP OF CONCRETE MONUMENT IN LAMHLE AT THE CENTERLINE INTERSECTION OF SABLE POINT DRIVE AND TALLYWOOD DRIVE. ELEVATION = 3.2' (USGS DATUM) (PER TRACT No. 1-PHS. 4-8 MON. ELEV. MAP) MONUMENT LEGEND: 1 N.E. COR. SEC. 11, 29/26 K.C.S. CONC. MON. / .C. MKD. "REPLACED 10 JAN 75" PER TRACT No. 15-PH. 1, M. 52, PG. 3 2 FD. CONC. MON. IN LAMPHOLE W1 BRASS CAP RK'D. L.S. 4383 PER 1R. 615 - PHASE 1 M.B. 52, PGS. -40. 3 N.E. COR. LOT 3 FD. 2" I.P. TAGGED LS 3779 0.0' N. OF CORNER (NOT OF RECORD) M4 S.E. COR. LOT 3 FD. 2" I.P. TAGGED LS 3779 (NOT OF RECORD) ACCEPTED FOR CORNER. 5 S.W. COR. LOT 13 OF SALES MAP CONC MONT. TAGGED RE 33448 IN LAMPHOL£(NOT OF RECORD) ACCEPTED FOR CORNER. M6 FD. K.C.S. CONC. MON. /B.. MKD. "REPLACED 10 JA " FOR SALES LOT COR. (C.L. INTERSECTION OF OLIVE DR. & ALLE RD.) PER ACT No. 615-PH. 1, BK. 52, PG. 38 7 N.W. CR. LOT 4 OF SALES MAP SEARCHED FOR 5/" RE AR AND TIES PER CORNER RECORD DATED 7-07-5 AND FD. NOTHING. CALCULATED POSITION PER KCS FILED MAP No. 7-1, BK. 6, PG. 43. 8 N. 1/4 COR. SEC. 11, J8 SEARCHED FOR /8" RE AR AND TIES PER CORNER RECORD DATED 7-07-95 AND FD. NOTHING. CALCULATED POSITION PER K.C.S. FILED MAP N. 7-1, BK. 6, PG. 4 Mg N.W. COR. LOT 3 ED. 2" I.P. TAGGED W/SPIKE 0.0 ' N. OF CORNER (NOT OF RECORD) WELL LEGEND: CRIMSON i RESOURCE 7N MANAGEMENT y CORP. LEASE f... (PLUGGED AND ABANDONED -FIELD LOCATION) WELL " " CRIMSON RESOURCE MANAGEMENT CORP. "KCL 62" 172-11 (PLUGGED ABANDONED -SOUND LOCATION) WELL "C" CRIMSON RESOURCE MANAGEMENT CORP. "KCL LEASE 1" 82-11 (PLUGGED & ABANDONED -SOUND LOCATION) WELL "D" ARCO WESTERN ENERGY "TENNECO-UINTAN -UNA" 7X (PLUGGED ABANDONED -SOUND LOCATION) WDID ! F1C34023 INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 7. ALMONDWOOD CIRCLE 2. NOTES & SPECIFICATIONS 8. CEDAR POST DRIVE 3. N.O..S.D'S DETAILS WOODHUST COURT 4. WANDERER WAY/ 9. BRE ERTON COURT X-SECTION SPICE OD COURT . PLUM HALLOW AVENUE STA. 13+0.01, C.L.- +0.0 C.L. 6. PLUM HALLOW AVENUE STA. 2200.00, C.L. 26.71 C.L. 8" SEWER LINE LATERALSDRAIN48"0 ! SEWER MANHOLE (6' 60"0 SEWER MANHOLE (OVER 9' DEEP) SEWER POINT OF CONNECTION MANHOLE CATCH48*0­DRAiN BASIN DRAINCONNECTION } POINT OF .. ....I. EASEMENT—' LEGEND: 1 80' WIDE ROEDALE RANCH IMPROVEMENT DISTRICT OF THE NORTH KERN WATER STORAGE DISTRICT CANAL EASEMENT PER BK. 5336, PG. 133 AND 5353, PG. 2414 BOTH 0. . (R-O CANAL -PARCEL 2) A SEWER EASEMENT DEDICATED TO N..R.S.D. BY SEPARATE DOCUMENT. B A TEMPORARY ACCESS, FLOWAGE AND DRAINAGE BLANKET EASEMENT TO C.O.B. FOR TRACT NO. 7186 AND TRACT N. 793 PER DOCUMENT NO. 221093368 DATED 05/1/21, O.R. C SEWER EASEMENT LICENSE AGREEMENT BETWEEN N.K.W.. . AND V LIONS HOLDINGS, LLC (OWNER OF TR 73) BY SEPARATE DOCUMENT. NEW CANAL EASEMENT TO N.K.W.S.D. BY SEPARATE DOCUMENT. ADDITIONAL STREET RIGHT-OF-WAY TO BE DEDICATED TO C.O.B. PER FINAL MAP. PORTION OF (E) CANAL EASEMENT TO BE QUITCLAIMED BY SEPARATE DOUMMNT. NOT ALL t ! 1r UTILITIES It • FACILITIES ! LOCATED BY THIS SURVEYAND THE SURVEYOR ASSUMES RESPONSIBILITY 1R UNDERGROUND i OR FOR INFORMATION DERIVED FROM ANY OUTSIDE SOURCES. s: UNDERGROUND s•1A ARE NOT SHOWN SINCE MAPS R O PROVIDED. ALL EASEMENT INFORMATION SHOWN HEREON IS BASED ON 11COR TITLE COMPANY PRELIMINAR APRIL 2, 2019. EASEMENTAN } ! OF KERNLAND COMPANY ! INCIDENTALPURPOSES RECORDED DECEMBER 18, 1908 IN BOOK 80, PAGE 360 OF DEEDS. 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PRIOR !',j#F. TO THE START OF ANY PHASE t fir; CONSTRUCTION, O :. i SHALL BE WORKINGt *399-6411 2. PRIOR A i'; START . OF yNY PHASE y STORM DRAIN Ma :.. i,.. SHALL iE GIVEN TWO WORKING DAYS NOTICE. TEL.: ♦s !.+ 3. ALL SEWER x,,: STORM DRAIN 4 MATERIALS .,ix M. •R THIS PROJECT WILL REQUIRE ' CERTIFICATE COMPLIANCEy THAT Q STANDARDS SET FORTH BY THE RESPECTIVE AGENCIES EVE BEEN MET i 1� !, (Ir �e .. STORM DRAIN- CITYi " ' •' It m } MEN ENGINEER'S STATEMENT I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES AND DESIGN STANDARDS STORM DRAIN R y IMPROVEMENTS AND IMPROVEMENTSNORTH OF RIVER SANITARY DISTRICT NO. 1 FOR SEWER ALL IMPROVEMENTS ADVISORY AGENCY OR OTHER REVIEW BOARD. i j RD yRESPONSIBLE FOR ALL CALCULATIONS 4.. AND DRAWINGS ON PLANS AND ANY R r * w R VIOLATIONS OF OORDINANCES, x 1r 4 R ■ AND DESIGN CORRECTEDCRITERIA SHALL BE CORRECTED DURING CONSTRUCTION AND SUCH CORRECTIONS REFLECTED ON PLANS i SUBMITTED yip* WT6LAINE NEPTUNE y 47 REVIEWED BY: LIS A. TOPETE R.C.E. N. 67236 DATE A ISTANT PUBLIC WORKS DIRECTOR f APPROVED BY. GREGG R. STRAKALUSE R.C.E. NO. 58663 D E PUBLIC WORKS DIRECTOR PKrRICK OSTLY, DITIC AAGER, DATE NORTH OF RIVER SANITAUDISTRICT NO. 1 OIQUE R68ERTS, R.C.E. 43779 DATE DISTRICT ENGINEER NORTH OF RIVER SANITARY DISTRICT NO. 1 F.L. FLOWLINE SMH SEWER MANHOLE C.L. CENTERLINE SDMH STORM DRAIN MANHOLE ELEV. ELEVATION A.P. ANGLE POINT DRN STORM DRAT R/W RIGHT-OF-WAY M.H. MANHOLE Typ TYPICAL CB CATCH BASIN S R SEWER INV. INVERT STA. STATION BC BEGIN CURVE TEMP. TEMPORARY EC END CURVE T.O, , TOP OF MANHOLE P.O.C. POINT ON CURVE T.O.C. TOP OF CLENOT PA PROPERTY LIE LAT. LATERAL SCM SUBSTANTIAL (E) EXISTING CONFOR NCE AP NEW C.O.B. CITY OF BAKERFIELD (F) FUTURE WEE WALL FOOTING P .P. PRIVATELY EASEMENT MAINTAINED PARK SCP STREET CONSTRUCTION N.O.R.S.D. NORTH F RIVER PLAN SANITARY DISTRICT SSDP SEWER & STORM DRAIN NO. 1 PLAN O SURVEY MONUMENT PER SCP. (E) SURVEY MONUMENT (E) SEWER MANHOLE (£) DRAIN MANHOLE CONSTRUCT SEWER MANHOLE PER .O. ..D. STANDARD DETAIL S AND S-11. CONSTRUCT STORM DRAIN M.H. PER COB. STANDARD DETAILS SW-2, S -2, SW-4, S - SECTION LETTER SECTION DESIGNATION SHEET WHERE _ 2 SECTION IS SHOWN 1 CURVE NUMBER FOR CURVE DESCRIPTION 1 A EASEMENT DESIGNATION, SEE EASEMENT LEGEND ON SHEET 1 ITEM OF WORK - SEE CONSTRUCTION SCHEDULE 1VEST. TRACT 73 FUTURE STREET COORDINATES. Ti STATION NUMBER SWR 1 SEWER LINE NUMBER SD 1 STORM DRAIN LIE NUMBER GENERAL NADOIES; 1. ALL CATCH BASINS ARE TO BE TYPE "A" NTH 3.5' OPENINGS PER C.O.B. STD. D--14 UNLESS OTHERWISE NOTED. 2. ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE TED. 3. ALL SEWER LATERALS SHALL BE " IN SIZE UNLESS OTHERWISE NOTED. 4. SEE PLAN FOR SEWER AND STORM DRAIN MANHOLES' DIAMETER SIZES. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D--14, UNLESS OTHERWISE NOTED, SEE ALSO DETAIL "1" ON SHEET 2. PROPOSED DRIVEWAY LOCATION 30.Q 14. . TOP OF M.H. ELEV. 1 (E) MONUMENT -- SEE SHEET 1 WELL "A' (E) WELL - SEE SHEET 1 -- ® (E) STORM DRAIN LINE (E) SEWER LINE . CONSTRUCT STORM DRAIN LINE PER C.O.B. STANDARDS. CONSTRUCT SEWER LINE PER N.O. .S.D. STANDARDS. -� - - -- - --TRACT BOUNDARY PHASE BOUNDARY - - - CENTERLINE --- - -- - - -- - - -- STREET RIGHT-OF-WAY OR PA L wWATER LINE -SEE SEPARATE PLAN PIPE SIZE Y CALIFORNIA WATER SERVICE. 4 ----UTILITY: WTR-DOM WATER SWR-SEWER F -FIRE WATER DRN-DRAT IR -IRRIGATION G-GAS w CITY RECORDS NO: V) z 0 �n w w F a U. STANDARD NOTES: 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE AT 811. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS & ANY OTHER 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. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST-6, EXCEPT AS NOTED ON PLANS. 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 AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT COMPACTION TESTS SHALL BE THE RESPONSIBLITY OF THE DEVELOPER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORKING IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED. 2. STANDARD DETAILS C.Q.B. STANDARD NOTES FOR STORM DRAIN(CONVDA THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. 2. BORED/JACKED PIPE CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. 3. MINOR STRUCTURES THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, D-11, D-14, D-16, D-18, ST-6, ST-22 MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD THE FOLLOWING NORTH OF RIVER SANITARY DISTRICT NO. 1 (N.O.R.S.D) STANDARDS SHALL BE SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF CONSIDERED PART OF THESE PLANS: BAKERSFIELD STANDARDS S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD S-2, S-3, S-4, S-5, S-6, S-7, S-11 STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. N.O.R.S.D. STANDARD NOTES FOR SEWER.- 1. THE SEWER FACILITIES TO BE DEDICATED TO THE N.O.R.S.D. SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE N.O.R.S.D. 2. THE N.O.R.S.D. SHALL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR TO START OF CONSTRUCTION. TEL.: (661) 399-6411. 3. THE CONSTRUCTION PLANS MUST BE APPROVED BY THE N.O.R.S.D. PRIOR TO THE START OF ANY SEWER CONSTRUCTION. TWO (2) SETS OF APPROVED PLANS SHALL BE FURNISHED TO N.O.R.S.D. AND ONE (1) SET OF THE SAME TO THE DISTRICT'S ENGINEER. PRIOR TO DISTRICT APPROVAL, THE PLANS MUST BE SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. 4. PRIOR TO ACCEPTANCE OF THE SEWER FACILITIES, ALL NECESSARY EASEMENT DOCUMENTS SHALL BE PROPERLY EXECUTED AND RECORED. TWO (2) COPIES EACH OF THE RECORDED DOCUMENTS SHALL BE FURNISHED TO N.O.R.S.D. ALL PIPING SHALL BE TESTED FOR LEAKAGE AND INFILTRATION. 5. PRIOR TO THE ACCEPTANCE OF THE SEWER FACILITIES, ALL PIPING SHALL BE TESTED FOR LEAKAGE AND INFILTRATION. ALL PIPING SHALL ALSO BE TELEVISION INSPECTED. 6. THE MANHOLE FRAME AND COVER AND CONCRETE SUPPORT FOR MANHOLES SHALL BE RAISED AND CONSTRUCTED TO FINISHED PAVED GRADE AFTER THE PAVING OPERATION IS COMPLETED. THE RING SECTION SHALL NOT BE MORE THAN 18" FROM THE CONE. THE COMPLETE SEWER SYSTEM SHALL BE COMPLETELY CLEAN PRIOR TO ACCEPTANCE. 7. WORK IN THE STATE OF CALIFORNIA, THE COUNTY OF KERN, OR THE CITY OF BAKERSFIELD RIGHTS -OF -WAY SHALL BE DONE IN ACCORDANCE WITH THE APPROPRIATE ENCROACHEMENT PERMITS. 8. THE SEWER SYSTEM, INCLUDING LATERALS, SHALL BE HYDROSTATIC WATER OR AIR TESTED, AFTER ALL UNDERGROUND UTILITIES ARE CONSTRUCTED, AND PRIOR TO PLACING STREET PAVEMENT. 9. EXISTING SEWER LOCATION AND FLOWLINE SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE START OF CONSTRUCTION. THE DISTRICT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 10. ONE COMPLETE SET OF RECORD DRAWINGS (MYLARS) SHALL BE FURNISHED TO THE DISTRICT ON COMPLETION OF CONSTRUCTION. C.Q.B. STANDARD NOTES FOR STORM DRAIN: 1. STORM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65--1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. 4. ADJUST SURVEY MONUMENT ENCASEMENTS SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. ALL MANHOLES AND CLEANOUTS (EXISTING AND PROPOSED) WITHIN TRACT SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. -6' �WING W—I-Z{ / CENTERLINE STORM DRAIN 1 GUTTER UP FLOWLINE B.C.R. I I I ( f SIDEWALK W I 6' WING (LANDSCAPE DETAIL )TY TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. Know what's below. Call before you dig. 0 0 0 z w W z 0 z 6Y 4 �4_ + + + + ++, tj + + + + + * —4— tz-, lam i. EM ar W- + + + + + +++++ + + + + * + pr N + + + + + + + + + + + + 5m Q,505 WIN #1 , -I,%] f 0-m- 1. IkMRM WD AM AGGRMTE 94ALL BE PER TECHNICAL SPEWCATIONS MR EARWRK. 2— SEE TECHNICAL SPECIFICATIONS MR EARWAM IF TRENCH WITI OMW 7W MkWUM SHOO ON THIS I)RAVANG. 3. STREET ZONE TO BE COMPACTED TO 9= RELATIVE COMPACWN IF WITWI ROAMM OR TO 90% RELATI'VE COMPACWN IF OUTSIDE OF R%M. SM ISHN01. SPECIRCATMS FOR EWWRX. 4. MWIMUM COVER OWN ALL SEWER MAINS TO BE 6' AS MEASURED FROM FINISHED GRADE. PERCM RELAXWE MPACtION IS THIE PERCENT OF INE low. DRY DENS17Y AS DETERMINED BY ASTM 0-1557 (5 LAYER) 19, 441m*I&EI 'a' 0- - so 04WIA14ff 2, - ,, & mlas;AK51 9 L=TE MH mw Omm OM DOWNS00M SIDE OF M14 RADIUS - 2 x DiAMEM OF NH NORTH M RIVER SANITARY DISTRICT No I SEWER PIM BEDDING AM BA=FILL DETAILS r. for, 7_17,111111 PLAN FOR CONCRETE COLLAR FOR MANHOLE TOP DETAILS SEE S-il DETAIL, SEE S-11 1/20 CWENT MORTAR x (FOR OWE RINGS) MANHOLE GRADE RINGS AS REQUIRED. MAX. HEIGHT 6* PER SECTION MIN. ECCENTRIC CONE SECTION -- ----- 11:r MORTAR OR 'KENT SVC BEWEN SEC=IS TO FON WATER TRIT 1. MANHOLE Rlk%!SCONES AND JOINTS-TYPKAX SECTIM SK4LL BE AS MANUFAMRED BY ASSOMM FUR &ACKFILL REQUIREMWTS SEE PIPE CONCRETE PRODUCTS OR BACKFILL WAILS, SHEET S-2 APPROVair EQUAL *r MM, *r MINL I MORTAR SHALL BE, 4 PARIS SAND. 3. VMHOLES WMi A OEM GREATER TM 10 FEEr SHALL 0 A OWN U NORTH OF RIVER SANITARY DISTRICT No. I Ell alu m Mlr �. M111111111111111 LOCATE SEVER WITH A I-11r HIGH V, CHISM ON - TOP OF CURB WM LATERAL CROSSES UNDER CURS YMERE NO CWB DUM OR WKRE LATEIiAL ENDS 8' OR MORE M Or CURB, SET A e x 4* V4" REDWOOD STAKE WMC 2* ABOVE FINIS14W GRNX TOP PAN= WHITE- 4*-T MINIMM COVER — AT PROPERTY LW - ----- EKSM 4URFACE- 4" OR S' WM LATERAL vt;tl UK M rLm 45- PVC OR VCP BEND HORIZONTAL —SLOPE 1/r PER FOOT MINIMUM WHERE TEE IS 96TALLED L — —PROPERN LINE WUHMIT HOUSE LATERAL. TEE SPALL BE PLUGGED WfrH VCP OR Pvc PLUG. mulm 111T.W. 1§92'"Evilvilmm. "m 7111 1 1/2" 24" DIA.—ALHAMBRA FOUNDRY 7 NO, A-1254 OR EQUAL 36" DIA.—ALHAMBRA FOUNDRY J NO, A-1251-4, OR EQUAL NQIE: LETTERING SHALL BE 3" HIGH J,/4" DIA, HOLE — 4 RE0 CLASS "A" CONCRETE 1/2" CEMENT VARIES PLACE CONC. 1/4' BELOW MORTAR TOP OF PAVEMENT AVEMENT 'INISH GR ADE 'AUL A MANHOLE 14 01 GRADE RINGS z=� , , —0 `� ROAD SECTION AGGREGATE 1�ffr BASE PER CITY OR SEQIIQN COUNTY REQUIREMENTS NOTE, FOR CORROSION RESISTANT MANHOLES, MANHOLE FRAME AND COVER SHALL BE HIGH STRENGTH, UGHTWEIGHT, COMPOSITE FIBER REINFORCED POLYMER (FRP). EJ COMPOSITE SERIES 3800 VATH -nTUS TVAST LIFT LOCKS, INSTALL PER MANUFACTURER RECOMMENDATIONS. NORTH OF RIVER SANITARY DISTRICT No. I MANHOLE FRAME AND COVER law= X, 414 t 5 CLEMUt (TM) WITH REMOVAME STOPPS [�/—PROPEW UNE Uj !9 TEE OR WYE MAIN SEM (L 41A- 4ji- — 41)-- --41L---- :M: _-40- - =4= — -41J- PLAN I NORTH OF RIVER SANITARY DISTRICT Noo.' OD Know what's below. Call before you dig. J co Qo a g �cn OLIVE DRIVE i rr� rrrrr r�r rr rrrrrrrrrrrrrrprrrrrt>}rt ! 1 I e P1� 1 I 1 f i cj 'Uj I i G m 1 t 1 \\ i r0 v FN 1 ;_ __�T�_ \ ' f --- -__ - -- -- i ! � 1 - 1 1 ___ _ 1 1 1 E /L 1 f---- 1 I >: i can �—\ NO Uj 25 ! i 1 z i � t i Pooh t 1� W En QM 1 1 1 W oN i � 1 i t C-0 to U) 10 1 1 f OLIVE DRIVE FUTURE TR 7093 PHASE 3 LINE TABLE LINE BEARING LENGTH L1 NOO'43'35"E 305,$3' L2 I N00'43'35"E 100.17' 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 34U 338 336 334 332 330 11 +boFj L1 1 ---4___ _,._--_----. t 0 R 11 _j a 0 PHASE 3 ry VEST. TEINT. 0000 TR, 7093 co o Q I + c7 ,2 <- 1 34 { w r.• cn (n F.L. 10 L s 12 00 (E) 10"SWR PLUM HALLOW w AVENUE (SEE SHEET 5) � � 1 ( O � J i Ws M:E D I 0 1 i oz { � 00 0 10 v N 1 { ++ to 10 .- to ^ \ C� ha-- cn (n ova w t ! (E) 8"SWR N � R/W \ \ w z 11 cwn z 0 s co 00 1 W z 33 ` a,� co 20' ( 20' 10 z z 30' 30 z `n + + °° F- PLUM HALLOW m r- U � AVENUE W (SEE SHEET 5) c� w U) S W W ANOD& ERERTw 2 �'� STA. 10+00.00 C.L. TO STA. 14+06.00 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL NOTE: SEWER AND STORM DRAIN PROFILES ARE BASED ON C.L. STATION UNLESS OTHERWISE NOTED. SEWER SLOPES ARE BASED ON SEWER STATION. DRAIN SLOPES ARE BASED ON DRAIN STATION. " 35 14 II z z Q0 4 �W (n rig __jw v cn 0:: Cho o0 V) e �- 10 00 U cn (n R/W ° ----- n S 0 14+40r 7 r. 1 _ w 31?-ol �a< 10 z ■ R/W Q- � (t CJ z a � CDb ttii mt(i z W cn ¢ M d+- s r zoo ft a. _ o o a cn 50 + + 36 (nu) i I - ---- -T -- - 30 UL III KUJ-NU' UKAIN tat U. I b% -- �----_— �--------� .- ___ I --;-- � -�---I- 1 �--,ram)- � �_ U-i I QNix)� j i ems■ z 3--—' rvl i z z �s •-- s� 1 z r_ � W -- W z On 00 i i 1 I [ Cl: -j^ M r p ,_- f l+J O �jCa�O W■pto I W W i U) n ■ r.6 z I I ¢I; ®�t�t�t�;�U how >>> , z;. w z - --'- - - - 6 I -- _-�- 1 A PROXIM TE F NISH GRE AD � it W w w } NU) I E I AT CENTERLINE to - � I W 17zz > ____ i j IRRIGATION PROPOSED (2) 60"� CANAL PIPES SEE SEPARATE PLAN -,f- O J i _ _ _ �- _ t _ t I— __ __ _ _ ,- - — - { - _-_� - _ —� ■ t t t _ _.� _-- — I - - -1 Af -0AMATj O`_ I -_ ----_- � ' - _ ---- .__ 1 t ` i � � i , 14 ■ FINISH � � � ■ (F)GF ° AT CENTERLII 10' 1' MlN. 1 �,P I -,- 9NV�(E) 36 DRAIN � 3 -_—_-____--r---- i i i j10 I I ---- I-- i I 10 ; ! ,. ---�- _ - - �_- -" - (E) ( i 10" SEWER--_ f€ __-- ° — I __ _ -_ INV. (E) �8„ SEWER ° ----- ■ f ----_-t----coCD ! /p-> 1 . 0 Tipp 7 me i _z _j_._____ - _ ______-_ ! ____� ME ats)00 00200 q r10LO wzy U to-N--.__-+,__._-___� I I I ! i I 1 �. � r��o�i,10 i tee" w 1 i � � C�O� OR ) _ >cn K 3: cq� WI 4n ■ (n cn CD I + I ° 3 CD o� CD ` w w..-e `> >>;> j I �..,._z_-.__..._..__ F � (j z zzjZ f i I ----- ' 295.63 LF OF 10" PVC SEWER @ 0.18% E 8" PVC SEWER @ 0.27% 1 11 - t 1 I f 374 372 370 368 366 364 362 360 358 'ADE 356 354 352 350 348 346 344 342 340 338 336 334 332 330 378 , -1,E) 27.32 LF OF 18" --� -1378 1 (E) 15.42 LF OF 18CL ilf ;RGJ-RCP DRAIN JCL III RGJ-RCP DRAIN 10 @ 1.64% i 376 ` @_ =292%_ ' ' --­1376 __. __ 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 380 378 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 i �1 00 i it, I U) �..: 1 -! f� I� 1) ------- m N -t- q CA �j - h r r` i I V) �:��._ �. m I f_ j N a0l O¢M p t Z LO jj Z Qom= z C-4to c� s NM> � f? �00 ONE ZIV- j —Q<J z -i 11 JvCL �Z_—z z Ii_ J.-.-;_.. cC.< JZ j I Urn Q UAW a �� ¢ I Zce tb CO lWiJ -F � C7 d m �'Li ; tD 00 W -i '�-� Z vCF3 I 06 I Uj , > Q ooli > ¢�}-tLtwn 3 Wit-- + j w Ir v li __jvNi LO ¢ c� to � I co 1 W Lao tZ a M Z Lu U (n i C9 Uzi (n Z pW Z .zi (n z b w o V) Z I I i TQ 000- to APPRO IMATE o FINISH: GRA DE Is CENTERLINEAT j S CL E r 0 INV. I 18' !N) }INV. (E) 18" DRAIN I 10 I I E 3 I i i i I I f o I ! 1 f I — ` j �00 i SECTION "AA" PLUM HALLOW AVE.-SEE SHEET 5 4 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' NOTE: STORM DRAIN PROFILE ON THIS SECTION ARE BASED ON DRAIN LINE LENGTH. f INSTALL 15.42 LF OF 18" CL III RAJ -RCP DRAIN � � i f � I__ _ __ _ � f� _ # J I _N._.- C) _! i s 1--00 N j o O 'd CO o g C) I o� f I i c .- �- -cal. 4- Z t,)_y z _ -_ } NI z JOI>W =� i O Q z W00 I <C Cn M ¢ w m __j s U © C3) M o o oo Q 00 I I j z 1--->l °0z POw ^ I`[-> c3 _ c� � � I moo- APPROXIMATE f FINISH I GRADE ! ' __CENTERLINE is OF PIP _ ;- - - _I__j _— --- ,— Q -� I I 1 1 1 I n _ ' I I ; I INV.'(N) I 1 18" DRAIN i ! ` f—�- — I -- -- -_-- ----_ — 4 -- I S � i I I I ry 1.( ---- f ------I-- - ---- E ' -- -!-- I - --- ---------- --------�--- --` SECTION "CC" (PLUM HALLOW AVE.--SEE SHEET 5) �{ HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' NOTE: STORM DRAIN PROFILE ON THIS SECTION ARE BASED ON DRAIN LINE LENGTH. 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 380 378 376 374 372 370 364 362 360 358 356 354 352 350 348 346 344 378 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 f INSTAL 15.42 L- OF 18 -�-- --��--� I. CL III RGJ-RCP Q ,-6.49% RAIN f i ! I � � � j�. � 1 � 1 t-:I N �- ` 4 i j }_ O00` r(g) g O� 6,00w Z z LO N`- C>� NcoMo> I -� ¢ UW W Q op -� Z CA tt) N to 1 m C3) W -� d I s I N -U,--O -"-U"-- U I -- �� —Q f o I 00 co oo> +wE 00 IQ->� -� oolL 00> c� +wEn 's +W _ 00 `� w 00 � A LLt \ -o- C6 i<_01 ^ 1.--> f I z W (n U) Q .zi z - - I ' I P � I APPROXIMATE FINISH AT CENTERLINE OF PIP E f GRADE -� 1 I-' I= - f I _ I I i f ; ----' —INV. (N)---j� ----- 18" DRAIN � I I i 1 I i i I t L-----�_— I SECTION "BB" (PLUM HALLOW AVE.-SEE SHEET 5) q- HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' NOTE: STORM DRAIN PROFILE ON THIS SECTION ARE BASED ON DRAIN LINE LENGTH. CONSTRUCTION NOTES: CONSTRUCT CATCH BASIN PER C.O.B. DETAIL 0-14. SEE ALSO DETAIL "1" ON SHEET 2. CONNECT (E) DRAIN LINE. �2 ADJUST (E) TOP OF MANHOLE TO FINISH GRADE. 0 CONSTRUCT 4" SEWER LATERAL PER N.O.R.S.D. STANDARD DETAIL S-3. CHISEL A LETTER "S" ON TOP OF CURB. 4� PROPOSED WATER LINE -SEE SEPARATE PLAN BY CALIFORNIA WATER SERVICE FOR DETAILS. (E) 20" INSIDE DIAMETER SEWER STEEL CASING INSTALLED WITH PHASE 1 OF VEST. TENT. TRACT NO. 7186. ( CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 7Q END -OF -STREET BARRIDCADE TO REMAIN. 8 CONTRACTORS TO ENSURE THAT ALL MANHOLES, FRAMES, COVERS (ON PAVED AND NON -PAVED AREAS) ARE CONSTRUCTED PER RESPECTIVE AGENCY STANDARDS. A. SEWER - PER N.O.R.S.D STANDARD DETAILS S-7 AND S-11. B. STORM DRAIN - PER C.O.B. STANDARD DETAILS SW-2 AND SW-2A. CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN LINE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFILUNG OF TRENCH. 10 (E) SEWER LATERAL, SEWER LINE, STORM DRAIN LINE AND MANHOLES WERE CONSTRUCTED WITH PHASE 1 OF VEST. TENT. TRACT NO. 7186. i1 (E) END -OF -STREET BARRIDCADE TO BE REMOVED. 12 LATERAL CONNECTION SHALL HAVE A MINIMUM DISTANCE OF 2.50' FROM THE CENTER OF THE SEWER MANHOLE. LEGEND: 378 F.L. FLOWLINE SMH SEWER MANHOLE C.L. CENTERLINE SDMH STORM DRAIN MANHOLE 376 ELEV. ELEVATION A.P. ANGLE POINT DRN STORM DRAIN R/W RIGHT-OF-WAY M.M. MANHOLE TYP TYPICAL CB CATCH BASIN SWR SEWER 374 INV. INVERT STA. STATION BC BEGIN CURVE TEMP. TEMPORARY 372 EC END CURVE T.O.M. TOP OF MANHOLE P.O.C. POINT ON CURVE T.O.C. TOP OF CLEANOUT PA LINE LAT. LATERAL 370 SCM SUBSTANTIAL (E) EXISTING CONFORMANCE MAP (F> NEW C.O.B. CITY OF BAKERSFIELD FUTURE 368 WFE WALL FOOTING P.M.P.PRIVATELY EASEMENT MAINTAINED PARK SCP STREET CONSTRUCTION N.O.R.S.D. NORTH OF RIVER PLANSANITARY DISTRICT 366 SSDP SEWER &STORM DRAIN NO. 1 ® PLAN SURVEY MONUMENT PER SCP. 364 O, (E) SURVEY MONUMENT ® (E) SEWER MANHOLE 362 (E) DRAIN MANHOLE QS CONSTRUCT SEWER MANHOLE PER N.O.R.S.D. STANDARD DETAIL S-7 AND S-11. 360 000NSTRUCT STORM DRAIN M.H. PER C.O.B. STANDARD DETAILS SW-2,. SW-2A, SW-4, 358 & SW-6 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. 356 D-14, UNLESS OTHERWISE NOTED. SEE ALSO DETAIL "1" ON SHEET 2. T\1 PROPOSED DRIVEWAY LOCATION 354 380r M TOP OF M.H. ELEV. 352 M1 (E) MONUMENT -SEE SHEET 1 WELL "A' (E) WELL - SEE SHEET 1 350 (E) STORM DRAIN LINE (E) SEWER LINE 348 CONSTRUCT STORM DRAIN LINE PER C.O.B. STANDARDS. S CONSTRUCT SEWER LINE PER 346 N.O.R.S.D. STANDARDS. — - - - - - - — TRACT BOUNDARY ■rrrrrrrrrrrrrrrrrrrr� PHASE BOUNDARY 344 - CENTERLINE 342 -` -- STREET RIGHT-OF-WAY OR PA w WATER LINE -SEE SEPARATE PLAN �—PIPE SIZE BY CALIFORNIA WATER SERVICE. 4 W UTILITY: WTR-DOM WATER SWR-SEWER FW-FIRE WATER DRN-DRAIN IRR-IRRIGATION G-GAS SECTION LETTER A - - - - - SECTION DESIGNATION SHEET WHERE - 2 SECTION IS SHOWN G) CURVE NUMBER FOR CURVE DESCRIPTION OEASEMENT DESIGNATION, SEE EASEMENT LEGEND ON SHEET 1 ITEM OF WORK - SEE CONSTRUCTION SCHEDULE F1 VEST. TRACT 7093 FUTURE STREET COORDINATES. Ti STATION NUMBER SWR 1 SEWER LINE NUMBER SD 1 STORM DRAIN LINE NUMBER GENERAL NOTES: 1. ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2 ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 3. ALL SEWER LATERALS SHALL BE 4" IN SIZE UNLESS OTHERWISE NOTED. 4. SEE PLAN FOR SEWER AND STORM DRAIN MANHOLES' DIAMETER SIZES. • M Know what's below. Call before you dig. 10+00 11+00 12+00 13+00 14+00 376 374 372 370 368 366 364 362( 360 358 356 354( 352( 350 348 346 344 342 340 338 336 334 332 330 PHAS Q 2 6 2 :} O I z d I U)ILJ o �1� r � � _+W WANDERER WAY _ 11 ¢ __j m a o � (SEE SHEET 4) a "t � `: u � 0 >Z ' 7 _Z ® � 0OO N Z64 it to Z :Wu7 Gj Qa_ `� Q Q Q Z_ W cr .t Q rY _j c_ i c3 d 0' 20' _ w Z to m (O L`LI -� � dr.; t `n (o cv z c, o0 3 ' 30 00 (n � t t- �- 00 U 00 � >W`� cQ� �i_..,� Q ,�,+n i 0 o � V) 0 r- Z (w_oo + + W �� D ou��� Om �- w - c r- - .-- Q ^�,Q- 2O tQ- Z QOa (n Z O w I- V) (n I cU `� cj ( .� ey � e O (n ai (n (n m U (n , . r [YI w (0m 0C t i 37 ' 4 I._ ._ ~j A.+ W . . L0 N 4 - (E 36"DRN (E 18'DRN -�� � F.L. - o N c) 15+00 - s i (E) 18"DRN I , t o (E) 8"SWRR II w <c 8 CEDAR 3: z POST DRIVE o 0 0 F (SEE SHEET 8) Q a- r` W 1 I I I I �Q _j z tt- z I ao r O 00 +CyO • , , 20 " �0 N Z t••.Q �� 0 4 0 _; _; Z �- 0 00 { 30' 30 1 z _zQF- O w 5' oddzvi t= -- O Q N tzoio O N M iE I W d0- Q 0 000 000 � CLk-(n I N++c + ++ W� .� w (� 1 ( W 000 00 r- 00 "o�q 0000 P- �- �� W i R/W Z� ,. (n (n oo r 717 LjjWrj4 Lim 18"DRN L/ 288.93' `.!r•r­D..m,. (E) 8"SWR 1 `� d- 33I R/WJ (E) i F` A ¢ I t TYP cD 1 i ,. p N I z� 1 I I i o occ'7 30 0' z I i I If I H r� I Z t-- it t z +� � 50'T 50' W m N aNO) �W I a Ly VJ Z(Zj C5 O O� i WZ 00 I _r LOX NO'I��." i O Q N Z Nto 1 Z© `tz ! Q -ice i z_j U "w'j O _..i Q I � U w I� Icn + t 1 1 Q Z U Q 06 Ii Q z U 0 I ,W tri m oo m aD CD I N ,- 1 I _j mLL_ 0 ' z�� � VEST. TEAT. I + Uj (r' in W <t ([ U �? -� �- w i c+o �!l . 1 J J ; a'� (� 2 0 0 -cam c W-zc'>.w `` I WANDERER WAY , ,-, o °i o ►Q,-° < --`~---_ ____.---_._ � cn V) (SEE SHEET 4) 1 a � (n m z 0 O X t- cn (n _ NOTE: SEWER AND STORM DRAIN PROFILES ARE BASED ON C.L. STATION UNLESS OTHERWISE NOTED. SEWER SLOPES ARE BASED ON SEWER STATION. DRAIN SLOPES ARE BASED ON DRAIN STATION. � M1 I I PHASE 4o PHASE � �.�'•�c O M 0�0 1 :n O ; t' N I N + O00 + Z N N 1 C3 U 1 C6 (n LU to 38 S88'17'55"E F.L. .. ®...•......,DL 19+00 S87°5�4'37"E J s- 2 + mm d' IIle t 0 Ih-- o cj t (fl t oMoto I� 11 N IV w� I Uj (n t W Z O w 00 i Q" --i Ld - I r- Mj �0� �W 1 o I + CL N + I Z ui o rn 1 w� ct r- ++ ,4 CL 0 00 0 0 (� LLI r T - i<-c I 1 (" W � z < <t v' 1 X0 U)v) 29 28 STA. 13+90.01 C.L. TO STA. 22+00.00 O.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL WOODHURST COURT (SEE S EET 8) L.1-8,1 18,_1 I i 126' 1 26' I ,co 11 7 t C3 !W Nt • ...��••�.•.• •I • ". G _j5 t 1 cUj W w I I I 1cn -' Q ocD in 00 o 1 ILo + 00 z < p ++ I N NN i• �W �= Z NN c En 9 10 o (n (n 40 �� 27 1 1 M • r Uj Of r co N N En Z � t d- U i (, I z N s t-= I 0 W F-I d- O (DD I O 0a-� (0 0 U(� m V) I 00 Z �W _j N Z �ZI J U-) I N x dd N � U0 < ON I1 < W cli c c OC,16 Q O OhI M N .-(a -- NO _: xN e, ++ t W n0 N ++I ¢Q �7 G 00 NN W F-O L x 0 �-•- " C*4 t!! r� (n(J) 4 23 4• 20 • * cir � N •- d- cn (n 8 g LEGEND: F.L. FLOWLINE SMH SEWER MANHOLE C.L. CENTERLINE SDMH STORM DRAIN MANHOLE ELEV. ELEVATION A.P. ANGLE POINT DRN STORM DRAIN R/W RIGHT-OF-WAY M.H. MANHOLE TYP TYPICAL CB CATCH BASIN SWR SEWER INV. INVERT STA. STATION BC BEGIN CURVE TEMP. TEMPORARY Mn CURVE STATION: EC T.O.M. TOP OF MANHOLE P.O.C. POINT ON CURVE T.O.C. TOP OF CLEANOUT G.B./ PA PROPERTY LINE LAT. LATERAL (N) CL CATCH BASIN NO. 70-14 SCM SUBSTANTIAL (E) EXISTING 1 t STA. 18+86.29, C.L. 20.00LT. CONFORMANCE MAP (N) NEW NORMAL F.L. ELEV.=360.44' C.O.B. CITY OF BAKERSFIELD (F) FUTURE DEPRESSED F.L. ELEV.=360.27' WFE WALL FOOTING P.M.P. PRIVATELY EASEMENT MAINTAINED PARK G,B./ SCP STREET CONSTRUCTION N.O.R.S.D. NORTH OF RIVER CL (N) CATCH BASIN NO. 70-15 PLAN SANITARY DISTRICT 2 STA. 21+81.97, C.L. 20.00LT. I SSDP SEWENR & STORM DRAIN A NO. 1 NORMAL F.L. ELEV.=361.40' pp SURVEY MONUMENT PER SCP. DEPRESSED F.L. ELEV.=361.23' LINE TABLE LINE BEARING DISTANCE L1 S89'15'25"E 150.01' L2 S89.15'25"E 190.94' 1_3 S87`00'57"E 89.58' L4 S87'00'57"E 164.05' L5 S89'16'25"E 112.37' L6 S89"16'25"E 63.78' SEWER LINE TABLE LINE BEARING LENGTH PIPE SIZE SWR 1 1 S89°34'03'E 68.78' 8" DRAIN LINE TABLE LINE BEARING LENGTH PIPE SIZE SD 1 S89'43'1O"E 18.03' 18" 5D 2 S02°59'03"W 15.42' 18" SD 3 S00`43'35"W 15.42' 18" CURVE TABLE NO. LENGTH RADIUS TANGENT DELTA 19.56' 500,00' 9.78' 02*14'29" Q 19.70' 500.00' 9.85' 02'15'29" F- i 1 I I € I I i { (E) 255.26 LF OF 36" CL TIE RGJ-RCP __ (E) 42.49 LF OF 18" _ } E) 10.00 LF OF 18'°-��--��j- -{- -�(--� _� o- L III R J-RCP DRAIN ' �! CL 111 RG' RCP DRAIN 1 i I @ 0.15% i i €@ 0.15%. € { � ��_��� i � 2 �' � INSTALL, 288.93 F OF 18�' CL fll GJ-RCP DRAIN � 0.15% �---___.--__ DRAIN C 0.10% } } __I_ _�_ _______� ! } �___________�__.______._�NSTALL i I _ _ ; { i �295.43 LF OF 18, CL lil RGJ-RCP ____ _ ____ i DRAIN ®.0,16% �--__.__._____ __ -_____ i ! ; I I I _________�_ _ _----INST�LL 292.54 LF OF � 18 CL III R J-RCP RAIN ®0.16% 7-I �O ---------------! _ 1 i i __- I _ _-- -_ i__-_-- �_ _ Tr LO 1 00 _ 1 _ _ _ �_� i SEE SHEET 6 FO CONTI(UATION 00 -!-�-�- I W i { ¢ ! 1 � ` 'r I S 1 ! H ! � - _t _ -I(�i Q r^ ! ` # I [ 3 = O "��� 1 _ _� tJ 00 - - - - - - - -- I I Z ELj { O W (y 00- - �_ O W f I +� (( E f t 1 f Z � t � �' S I S � � t Q� } 111 ; Q� � a } << ! Q� I I � � ; Q Z i ! t` € cr ( a0 i i , 1 ►-- Q "� �. } I ! ' ' I } I { f i I I i } { I I I { I ! - ( x I D to j I I Ii i Q !.f°) I� I I _J w- t �- U Ga Z U t j �,� #, I IX t�'n ; o U _ _ Z"-"'f { - - I n.■� { :c I ! Q rn r_ j I I _� _} n �:j[}_-_.0 ram- _-�__�______ _- - ----_ _ ___j_- N o-._--_�__ i EfS rq d ( �- C3)} i rzl O �W ; I io s �w f-- ,ntx -t d j d } o"a+ w r r`� 1. �O r: "`� I i I { ©� `� I ( 4} _ ___-_ ! �" I ----j j { _ -.__ - - -___ I-_ -_ __ (n f I ___ sp. �,.� _�= o_cn R Pry U � i �- cn I �o }' Uj Uj `v -' I -lam- - - ---f- - k _- {zr- rO I i I f �PPROX. ;� Io i ; ( I - O ' ray ;) GRADE m tt ■ + ; AT CL-' ' Z -= 1 J (n W ,'" m _ -- - �C --N 00 - Q W W W +> +W l--- -�i ! �W � ---} + � I s� _,� 0 �.n W € I � U I 00 _Uj j , ., < > > 00 �- WI, w r- w { APPROXIMATE FINISH ! I CO �- w{ w z z 4 O z f ! �s } cal j `t �' ._ . c`t - z _ _-_GRAD AT CENTERLINE - ---j - _.- 2� I ! I a Z -- c� -N-W O I � ; �3 1 �'' 6� I o moo- c� _' z - - I L-. <j ( `t j !z N z Q' z ff `-' - - -- i.- - - -�, ����Q� jl-- ,,_._- w t-- z w O Imo- z i I t d p y { Zj- v � " I 0�. i I TEMPO ARY.�__3__-_ _ E _ __ _ ______ __ - ©_ �--_--___ i -_ _ E ' --" '- _ � _�__- ��-- I �- SUMP ER ■ ( I PER CP i j � � } NV. " (N) 1$ DRAIN i I „ INV. (N) 18 DRAIN ! i () INV. (N) 18" DRAIN INV. E) INV. E I { I 18 DRAIN 18 DRAIN I ■ V. E 36" DRAIN I IN O _ } I -� j �� - I 1 I { -------�----�- E8 SEWS I j i " N 8 SEWER INV. O INV-T ! " SEWER _ _ _ ' NV. (E) $04 ■ J I i � ! INV. E 8 SEWER i _�_ _{ [NV. (E) 8" SEWER -!------ () _ i_. _------__��._r � i I I � � i i ! ! � i j ' i ■•- E s so r € I - r• I i I w:� I ,'' o _ -� I I i q``', o`p I to s_ - I �?a, io o�s� 00 i I ' ! o o Ooc� Ln I i I ! I I (n■ Q Q I i i Z �_ - -- { EI (Ziiv+-i--i-_ ___.____-;-_____-_ f �z.0 I r ! - - -----, __-__-_� � I j zo { { Z�! € V) -- _ _ i __ I Z z i II � I- -� � z-crr s.�r-,�---_-._'--____--�----- } -- { < J � O Q � O UI,-- t�U.-.Un ! I C\i ct3 c0 0 f� � ' J��e { ! 1 W 0) I`` � � -� � (7i � I � � � .d��i=� -_� k- N<F i --{ rt -- --- - -- I - M r� r7r<1 { I Lit r�3 r^j �O K) ; ( I I E I I I C I k i { � i i_ i i { rri Q --z-�--------- ! g {jU? { W N 00 u�0 N,y... W r3 � I � W-___I I Z_ Uh f f W O aC1 F Z�i r� I f ® I .'a Nj>>> I ' ! I I I�>i OUP +> +wwWW { ti4 Ww t1WC? W I { j I t�q +�� ,r WW `t +> j NW o w w w W � 1- � { III ..� _-_-__ _� .-� w � � w �00 ii 0 ! II i ! W tLjj j j i I i Q-�'� WO tQ-j �ZZzz i iw z z (n - (r� a ,U cn - ! ( I ! ( r•tQ-jj z zz I (n - w ►Q-j z I (n (n - I (E) 286.00 LF OF 8 PVC SEWER C�? -0.19% I ; (E) 310.02 LF OF 8 fff PVC SEWER ®0.22% ! INSTALL N) 286.08 LF OF 8" PVC SEWER 0' 0.25%- INSTALL (N)� 292.00 ELF OF 8 PVC SEWER @ 0.35% s( 1 4 I i € I I 1 10.00 LF OF i i 8" PVC SEWER C�3 0.25% I I € E S E 5H 6 FOR 'CONTINU I E 8 t 1 TION 328 ---_ _ ___-�_ 13+50 14+00 (9 o (E) SURVEY MONUMENT s ® (E) SEWER MANHOLE z ® (E) DRAIN MANHOLE QS CONSTRUCT SEWER MANHOLE PER N.O.R.S.D. STANDARD DETAIL S-7 AND 5-11. 0) N 0 CONSTRUCT STORM DRAIN M.H. PER C.O.B. � ® o N STANDARD DETAILS SW-2, SW-2A, SW-4, t- rn & SW-6 Q ! n 00 CONSTRUCT TYPE "A" CATCH BASIN o x ' a WITH 3.5' OPENING PER C.O.B. STD, z U_ 1 z q D-14, UNLESS OTHERWISE NOTED. < Q d SEE ALSO DETAIL 1 ON SHEET 2. U PROPOSED DRIVEWAY LOCATION d Uj (a (n 360.�_ _T,O_MM_.� TOP OF M.H. ELEV. C' �- :° ox m M1 (E) MONUMENT - SEE SHEET 1 x W WELL "A' (E) WELL - SEE SHEET 1 m T -- D (E) STORM DRAIN LINE s (E) SEWER LINE -••-•-o--- CONSTRUCT STORM DRAIN LINE N PER C.O.B. STANDARDS. ---s CONSTRUCT SEWER LINE PER T dX 00 N.O.R.S.D. STANDARDS.-, - - - - - - - - TRACT BOUNDARY 2 a to PHASE BOUNDARY W � CENTERLINE '� Q --- -- --- STREET RIGHT-OF-WAY OR P/L�Sia - W WATER LINE -SEE SEPARATE PLAN �----PIPE SIZE BY CALIFORNIA WATER SERVICE. 4 W UTILITY:j� T WTR-DOM WATER SWR-SEWER FW-FIRE WATER DRN-DRAIN r 376 IRR-IRRIGATION G-GAS SEC11ON LETTER 374 A _ SECTION DESIGNATION SHEET WHERE 2 372 SECTION IS SHOWN 01 CURVE NUMBER FOR CURVE DESCRIPTION 370 /�� 0 EASEMENT DESIGNATION, SEE EASEMENT LEGEND V ON SHEET 1 368 Q ITEM OF WORK - SEE CONSTRUCTION SCHEDULE 0 VEST. TRACT 7093 FUTURE STREET COORDINATES. 366 Ti STATION NUMBER SWR 1 SEWER LINE NUMBER 364 SD 1 STORM DRAIN LINE NUMBER GENERAL NOTES: 362 1. ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.Q.B. STD. D-14 UNLESS OTHERWISE NOTED. 360 2. ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 3. ALL SEWER LATERALS SHALL BE 4" IN SIZE 358 UNLESS OTHERWISE NOTED. 4. SEE PLAN FOR SEWER AND STORM DRAIN 356 MANHOLES' DIAMETER SIZES. CONSTRUCTION NOTES: 354 O CONSTRUCT CATCH BASIN PER C.O.B. DETAIL D-14. SEE "'I" ALSO DETAIL ON SHEET 2. CONNECT (E) DRAIN LINE. 2� ADJUST (E) TOP OF MANHOLE TO FINISH GRADE. 352 CONSTRUCT 4" SEWER LATERAL PER N.O.R.S.D. STANDARD DETAIL S-3. CHISEL A LETTER "S" ON TOP OF CURB. 350 PROPOSED WATER LINE -SEE SEPARATE PLAN BY CALIFORNIA WATER SERVICE FOR DETAILS. 5 (E) 20" INSIDE DIAMETER SEWER STEEL CASING INSTALLED 348 WITH PHASE 1 OF VEST. TENT. TRACT NO. 7186. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY 346 ENGINEER OF ANY DISCREPANCIES. 7� END -OF -STREET BARRIDCADE TO REMAIN. 344 �8 CONTRACTORS TO ENSURE THAT ALL MANHOLES, FRAMES, COVERS (ON PAVED AND NON -PAVED AREAS) ARE CONSTRUCTED PER RESPECTIVE AGENCY STANDARDS. 342 A. SEWER - PER N.O.R.S.D STANDARD DETAILS S-7 AND S-11. B. STORM DRAIN - PER C.O.B. STANDARD 340 DETAILS SW-2 AND SW-2A. �g CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN LINE STUB LOCATION AND INVERT SURVEYED PRIOR TO 338 PLUGGING AND BACKFILLING OF TRENCH. t0 (E) SEWER LATERAL, SEWER LINE, STORM DRAIN LINE AND 336 MANHOLES WERE CONSTRUCTED WITH PHASE 1 OF VEST. TENT. TRACT NO. 7186. » (E) END -OF -STREET BARRIDCADE TO BE REMOVED. 334 32 LATERAL CONNECTION SHALL HAVE A MINIMUM DISTANCE OF 2.50' FROM THE CENTER OF THE SEWER MANHOLE. 332 330 Know n Ca labet6o below. dig. 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 WOODHURST COURT BREWERTON COURT (SEE SHEET 8) VEST, T�,1�7. �,R, 7093 ;1 1 (SEE SHEET 9) t 0 � 1! I 1 I c 11 18' 18' 1 t 18' 18' 1 11. m w» z 24 I 1 2 ! t- o E- N to 4, o i 28' ' i N f'' o to N W= 7 26 d t 26 26 1 �4: �, ter- co U Q PN7°jAS ' 4 7 o z N �i' C a z z iiAs� a.........�M..w.s�ehwssosr®�re . . �... �J�iar PHASE 4� _ -- _— --- _ ,,f Z .�s....E..s.w... O m f Q o z U ¢ 0LL:>w PHASE 2 i < J¢ J <¢ — J� 1 i I�� o �w ,n i w cr i E--5' i z� � w. Uj Uj W J ¢ v W ¢Uj OQ W p W ¢ W J I -=-I !) 000 M� W p i¢� Q r f¢, wn 1 o`n0 t O r M M Q �? W U w W 1 r+� � _+ U++ w 42 I to t� �i ;) -i r 1 z 1 j° _= t ; r ' Q i r� t 1* d- d- w u) o �i ; r c� 14. ci Vi 4, O N �l N N¢ I p+ p+ 0 '+ LLJ + N Q W w �O n O i j � :f �� 0 c O N O I+. � tom\!O W w 'Q w N O N (n 0 z IQ- m FQ-IQ-Oa- I z N NLAJ Z (:Zw to CO to Ld 00 W to C? (f1 to Z d Q . Q U U r , z 1 ♦ / 0w to O r- �t cn � ---�/ J-- _ RJW� _ � _ m to �.i cn 4 i .... \ _ � _ Ll 4 m cn i OW t-- L. _ - - - - -- - - - Li i o = Z m (N)18"DRN (N)18"DRN SD 1 0 M 1 ! o F.L. �, S89'4310 EA (N)18 DRN 24+00 274.51' SD 2 2 cn .....o—.�..�.... �...�...,,�„ DaLm7�..,m..wawm* .�.� .....�.�p.C.���... o L4 26+00 L5 Q w ___�_ _ 27+00 -23+0 s s 5+00- s s- - s ,, _ s (J _ - 1 +00 _ _ _ - 5 - - - - s - - -1- - - - -+-- - - - - -t--- - — —1- - 1 0 N89 45 27 E `� SWR 1 22 00 ^cov �, S89'34'03"E SWR 223.23' N ' " (N)8-SWR 374.10 ►� F.L. T' fx 04 w R /W t-- N ¢ F- t- F- �� N to � o � v � Q Ct7 two a r i d,,� � _ o I �v i ! I i t 1 9z o i 1 1 1 1 0 }i to p 1 N i N 1 N 1 CO O II i ¢ c°'\i 1 �O N I Nif i T© it w I , pLd 1II t-- _1 o I O o I w I U 1 V) I O oa 1 w ! o I U) i vwi I O o� i w O 0 I ! I { x `n W 1 am U i z Ui� 1 ! ! w 1 _ w t� z z N ca w Z� __ Q ¢ cr o cn —� W J J J� CD tq N ( N —� � _I _ j N - I N M __ ¢ U� 1 U U Utz ' n 0 � U U U !� O U O N 0 I 00 g i + ! + 1 1 cfl tom { z 0+1 i pd + I + i + 1 n �y G N r' f O N O tr !�"M ( N I M 1 r� r j i N N { O N 0 d+ �y f p t3 tV LO f (0 { cp } �[7 6 W NN L�iU c" O -LO 24 N N 23 22 N 2 � + �-SL n" Itco w N0 t" 20 {n �� N 1 9 i � � N N ! 7 ! 16 0 toN e- + + �+- f' to N cn O N N w `t' o N N (n to to Q NN NO 00 NN ¢ Ne- to `� �r V�.7. 7�1�17. 7R. 7nJ z v�-i n �� �� cn C4 to w v) U) g 8 NOTE: 8 8 SEWER AND STORM DRAIN PROFILES ARE BASED ON C.L. STATION UNLESS OTHERWISE NOTED.wvmqhLUM HALLOW 40 20 0 40 SEWER SLOPES ARE BASED ON SEWER STATION. STA. 22+00.�0 C.L. STA. 28+36.71 C.L. DRAIN SLOPES ARE BASED ON DRAIN STATION. TO ALMONDWOOD CIRCLE (SEE SHEET 7) it 1 11 11 1 30' � I 00 z 1 If Lj ¢ U 00 1 � O I a¢ O JJ _ ��- < LJ U)r-o w� ,Q N 00 0 No 13 ! 00 U N- to w U)cn 14 o \ m Ci zLLJ ii \ \ oLd \ yw 00 z cr W V) z � \ Lq V) U \\ ' r_ + w -M \ { N tW NN \ s, 't 00 J p NN \ (f) to Q Q z n (n __ - SEWER DuJOu 348 7_7 s£WER INV. (N) ,8 348 346 _--.__ . 346 N N 344 __ 0 344 342 _,_ __.__ _ _ _._ _ _ _z ,_ _ s ___ -_ _____ _ ___ __ -- _. __ __ _-___ -- _ _ -_ __ . _ ___ _ _ o Z r _ _ . --__ _.__ _. 342 ©� Uj ©©� 0) 00 340 w z U-ioo i z W = z z 340 w z�UO g Umd Ut\!I7 338 co tcj v _. _._ _.. _._____._ _-- ---- _ td N -. ---- 3__ in ►,�� Ujtd ►cV Nw W W i. ww __ 336 _. _��� N w _. ___ __ _ _. __... .. _.___. _ . ____. _____. 0 _- w w __ _ __--_.- _ _ __. _ _ __.- _ _ -0 J.J_. N w w _ 336 S�Qj 334 V)zz ____ .__ __ ___ _ _ . ____ _ z �zz 334 332 332 INSTALL (N) 292.00 LF OF 8" PVC SEWER Q 0.35% INSTALL (N) 374.10 LF OF 8" PVC SEWER ® 0.74% SEE 'SHEET 6' FOR CONTINUATION 8 8 330 __� ___ _ __ __ __ _ ___ __ _ _ _ _ _ _ _ ___ -_. _ . ___ 3 0 3 328 328 21+50 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+50 TABLE _LINE LINE I BEARING LENGTH L1 S89'16'25"E 63.78' L2 S89'16'25"E 116.80' L3 S89'51'29"W 96.29' L4 S89'51'29"W 218.61' L5 S89'16'25"E 1 88.33' SEWER LINE TABLE LINE BEARING LENGTH PIPE SIZE SWR 1 S89'34'03"E 68.78' (N)8-SWR DRAIN LINE TABLE LINE BEARING LENGTH PIPE SIZE SD 1 S89'43'10"E 18.03' (N)18"DRN SD 2 S00'08'31"E 15 42' (N)18"DRN CURVE TABLE NO. LENGTH RADIUS TANGENT DELTA 15.15' 1000.00' 7.58' 00°52'05" 15.15' 1000,00' 7.58' 00°52'05" 86.38' 1 55.00' 1 54.98' 89'59'00" 380 380 INSTALL 15.42 LF , OF�� 18" CL III RGJ-RCP DRAIN 378 - - 0 -0.32% -- - - 378 2 8 376 4 376 to 374 0 374 372 -- N o `n N O -* (0 i :^ - .a °-° 372 Ci°O W (N- o� II N z p� ul 1 370 -� �' - M> v -' � w Q -o --' z to 370 v o rn ¢ 0 w JJ U 00 368 Q o z ``' 0 o 368 ¢ w �M._. j + W 00 * W U + 4 J UN (n j ?a - 4 W 366 _ _ .-Nw _ __ �1N¢w -_ 00 NW _� 366 `�j w aci � o w ^ j'� j APPROXIMATE` in? (3 to z m to z FINISH GRADE 364 AT CENTERLINE364 -OF ----- PIPE 362 ; __ ___ �� _ - _ } 362 J0 9p, �0 ..f_ 360 = ___ u__ _ _ _ _ .1z..__ _ _ ._ ____ 360 �o 358 ___ _ __ _ _ . ____ 358 'm m 356 ___ _ _____ 356 INV. 18" DRAIN 354 _� — -� 354 00 352 w I 5 2 r 350 f 350 348 ____ ... __ __-- _ _____ _ _. ____ _ ______ _ __ .___.___ . _____ 348 q SECTION "A" C HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' NOTE: STORM DRAIN PROFILE ON THIS SECTION ARE BASED ON DRAIN LINE LENGTH. LEGEND: F.L. FLOWLINE SMH SEWER MANHOLE C.L. CENTERLINE SDMH STORM DRAIN MANHOLE ELEV. ELEVATION A.P. ANGLE POINT DRN STORM DRAIN R/W RIGHT-OF-WAY M.H. MANHOLE TYP TYPICAL CB CATCH BASIN SWR SEWER INV. INVERT STA. STATION BC BEGIN CURVE TEMP. TEMPORARY EC END CURVE T.O.M. TOP OF MANHOLE P.O.C. POINT ON CURVE T.O.C. TOP OF CI EANOUT PA PROPERTY LINE LAT. LATERAL SCM SUBSTANTIAL (E) EXISTING CONFORMANCE MAP NEW C.O.B. CITY OF BAKERSFIELD �F� FUTURE WFE WALL FOOTING P.M.P. PRIVATELY EASEMENT MAINTAINED PARK SCP STREET CONSTRUCTION N.O.R.S.D. NORTH OF RIVER PLANSANITARY DISTRICT SSDP SEWER & STORM DRAIN NO. 1 O PLAN SURVEY MONUMENT PER SCP. O, (E) SURVEY MONUMENT (s (E) SEWER MANHOLE 0 (E) DRAIN MANHOLE © CONSTRUCT SEWER MANHOLE PER N.O.R.S.D. STANDARD DETAIL S-7 AND S-11, 0 CONSTRUCT STORM DRAIN M.H. PER C.O.B. STANDARD DETAILS SW-2, SW-2A, SW-4, CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS OTHERWISE NOTED. SEE ALSO DETAIL "1" ON SHEET 2. PROPOSED DRIVEWAY LOCATION 360�T`DMMo TOP OF M.N. ELEV. M1 (E) MONUMENT - SEE SHEET 1 WELL "A' (E) WELL - SEE SHEET 1 n (E) STORM DRAIN LINE S (E) SEWER LINE ----••----o—•-� CONSTRUCT STORM DRAIN LINE PER C.O.B. STANDARDS. s CONSTRUCT SEWER LINE PER N.O.R.S.D. STANDARDS. — - -- - - - - — TRACT BOUNDARY •••---A-•*•-o---•--B-m PHASE BOUNDARY - - CENTERLINE --- - - ---- STREET RIGHT-OF-WAY OR PA w WATER LINE -SEE SEPARATE PLAN ,,.,.-.—PIPE SIZE BY CALIFORNIA WATER SERVICE. 4 W UTILITY: WTR-DOM WATER SWR-SEWER FW-FIRE WATER DRN-DRAIN IRR-IRRIGATION G-GAS SEC11ON LETTER A SECTION DESIGNATION SHEET WHERE 2 SECTION IS SHOWN (9 CURVE NUMBER FOR CURVE DESCRIPTION OEASEMENT DESIGNATION, SEE EASEMENT LEGEND ON SHEET 1 ITEM OF WORK - SEE CONSTRUCTION SCHEDULE VEST. TRACT 7093 FUTURE STREET COORDINATES. Ti STATION NUMBER SWR 1 SEWER LINE NUMBER SD 1 STORM DRAIN LINE NUMBER GENERAL NOTES: 1. ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2. ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 3. ALL SEWER LATERALS SHALL BE 4" IN SIZE UNLESS OTHERWISE NOTED. 4. SEE PLAN FOR SEWER AND STORM DRAIN MANHOLES' DIAMETER SIZES. CONSTRUCTION NOTES: �j CONSTRUCT CATCH BASIN PER C.O.B. DETAIL D-14. SEE ALSO DETAIL "1" ON SHEET 2. CONNECT (E) DRAIN LINE. O2 ADJUST (E) TOP OF MANHOLE TO FINISH GRADE. O CONSTRUCT 4" SEWER LATERAL PER N.O.R.S.D. STANDARD DETAIL S-3. CHISEL A LETTER "S" ON TOP OF CURB. PROPOSED WATER LINE -SEE SEPARATE PLAN BY CALIFORNIA WATER SERVICE FOR DETAILS. 5 (E) 20" INSIDE DIAMETER SEWER STEEL CASING INSTALLED WITH PHASE 1 OF VEST. TENT. TRACT NO. 7186. go CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ® END -OF -STREET BARRIDCADE TO REMAIN. CONTRACTORS TO ENSURE THAT ALL MANHOLES, FRAMES, COVERS (ON PAVED AND NON -PAVED AREAS) ARE CONSTRUCTED PER RESPECTIVE AGENCY STANDARDS. A. SEWER - PER N.O.R.S.D STANDARD DETAILS S-7 AND S-11. B. STORM DRAIN - PER C.O.B. STANDARD DETAILS SW-2 AND SW-2A. CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN LINE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFILLING OF TRENCH. 10 (E) SEWER LATERAL, SEWER LINE, STORM DRAIN LINE AND MANHOLES WERE CONSTRUCTED WITH PHASE 1 OF VEST. TENT. TRACT NO. 7186. t 11 (E) END -OF -STREET BARRIDCADE TO BE REMOVED. 12 LATERAL CONNECTION SHALL HAVE A MINIMUM DISTANCE OF 2.50' FROM THE CENTER OF THE SEWER MANHOLE. Know whaf s below. Call beforeyou dig. Y N "• 00 t 0 ALUM � �s�e yEloly �, 8 30, 20, ^o P. % !, ct�10�/ '� o A >, >, /� C'��LL00 y VEST. TEINT. TR. 709 \� PHASE 2 vP cl)!! 00 d / 1-co i 1 p U \ �Of / Zr'7 Cr Allo�, 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 � , V` Cam Z LUJ Lo , C- <j� i > 2• '`` 1 �N ! o (n N cV N , C /Vy` Lco �' + + ° i + �' ��' i `gin .-. • 6k�4 S �' `f� 's'p j `Qe �°'`'s►'� �,\,c R cy "o �'�~~ N. � Typ j cao ��' "�' � v dd r/ 7, �� 9, i�Oxx 7XO O U, R/W 1t _ _ .r ` ? - 4- �, \ 72 --- �� p0 y \\ J, FL..,00. 12 F.L S�1R 3 FJ • '�� j l�F o, Ta_ ? 3+00 14� Q0 r?O o >0 1--• - ,(0 ~ SWR 1 --_� 2 t ' -`�RI� 1 � ` `r M i 2626' oZ ' r v3 cA `i x N sUj LINE TABLE LINE BEARING LENGTH L1 N00'44'35"E 155.91, L2 NOO'44'35"E 110.51' L3 N00°44'35"E 155.91' CURVE TABLE NO. LENGTH RADIUS TANGENT DELTA 270.92' 500.00' 138.87' 31°02'43" 264.06' 500.00' 135.19' 30"15'34" 86.38' 55.00' 54.98' _1789°59'00" Qr r•04 SPICEWOOD COURT M` �'VEST. TENT. TR 7'093 (SEE SHEET 9)}+PHASE 2 L I L '�' STA. 10+00.00 C.L. TO STA.16+90.89 C.L. SCALE: 1" = 40' HORIZONTAL NOTE: 1" = 4' VERTICALSEWER AND STORM DRAIN PROFILES ARE BASED40 20 CJ 40 ON C.L. STATION UNLESS OTHERWISE NOTED. SEWER SLOPES ARE BASED ON SEWER STATION. SEWER LINE TABLE LINE BEARING LENGTH PIPE SIZE SWR 1 N12'45'01"W 99.35' 8" SWR 2 N24°3757"W 109.73' 8" SWR 3 N38°37'48"W 136.38' 8" SWR 4 N52'54'32"W 114.66' 8" At'PROX1MA_ FINISH1PPROXI ATE FINI HGR AT CENTE LINE ?`3 ! `36r �. bs` �`� DE AT PER PHASE EN.TERLINERADE 10 �i-o z�+ -fir-- �a d U) INV.(N) 8SEWER 11 INV. (N) 8SEWERf"INV. f NV.(N) 8 SEWER (N) 8 SEWER (N) 8" SEWERL"IINV. ;� N LO N � In" O, I O'. i I 0 i 1 O O � pf h O �� I —� O O Q x C7 pp ap �- �z I - - - -� i i , � � Z P ( W I j -- j --- I^ I O 1 I i f < � Z I 1 1s1 �a - - r �- O Ui 00 00 1 1 = Q Qw _r _ tfj 00 QO J� {t--I � W _ �_ - O I Q _ OC I = - 0= 00 �Z I j �_ ! Z W 1 O I S Q pa �Ij m � �� ( �ZW ! t f� Wa OI Qj`���ryN pa OD M j � W ��Z M d _� evi "i W N tM t� W d QhW IIW W 0i i W to n M I w� M to �� ro 1q_ .�. . __-_-__L _� -- _ -_ # i I _tn i UJ _�� ,_ — _, �(n W W Y� C i rn N _t-__tni-E -1-W W j I {y�� to s0 �S �Y� '- ,_ t �_ `t'W l t W -__ 4 (n. I �9 — +WW l - I (n. O + W �wwfff ;Nww j Vnz .�L I Z rww Z Z 1 { I Z -wt w co-- G'1,.4 ' I 00 `/ -ww i�'L� _00�w Z cnz (N)99.35 LF OF — -- fNSTALL »"e>INSTALL (N) 109.73 LF OF—- -- ---INSTALL (N 136.38 LF OF I (N) 114.66 LF OF'f�"' (N) 282.15 LF OF 8 PVC SEWER C� 0.35% $ PVC SE R ®0.0% 8 PVC SEWER (3 030% I 8 PVC SEWER ®105� 8 PVC SEWER 1.05% Hj 332 -- 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 370 368 366 364 362 360 358 356 354 1 352 fi 350 348 346 344 342 340 338 336 334 332 17+00 LEGEND: F.L. FLOWLINE SMH SEWER MANHOLE C.L. CENTERLINE SDMH STORM DRAIN MANHOLE ELEV. ELEVATION A.P. ANGLE POINT DRN STORM DRAIN R/W RIGHT-OF-WAY M.H. MANHOLE TYP TYPICAL CB CATCH BASIN SWR SEWER INV. INVERT STA. STATION BC BEGIN CURVE TEMP. TEMPORARY EC END CURVE T.O.M. TOP OF MANHOLE P.O.C. POINT ON CURVE T.O.C. TOP OF CLEANOUT PA L PROPERTY LINE LAT. LATERAL SCM SUBSTANTIAL (E) EXISTING CONFORMANCE MAP NEW C.O.B. CITY OF BAKERSFIELD FOOTING (F) FUTURE WALL L G P.M.P. PRIVATELY EASEMENT MAINTAINED PARK SCP STREET CONSTRUCTION N.O.R.S.D. NORTH OF RIVER PLAN SANITARY DISTRICT SSDP SEWER & STORM DRAIN NO. 1 O PLAN SURVEY MONUMENT PER SCP. po A (E) SURVEY MONUMENT Q (E) SEWER MANHOLE 0 (E) DRAIN MANHOLE t7S CONSTRUCT SEWER MANHOLE PER N.O.R.S.D. STANDARD DETAIL S-7 AND S-11. 0 CONSTRUCT STORM DRAIN M.H. PER C.O.B. STANDARD DETAILS SW-2, SW-2A, SW-4, & SW-6 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS OTHERWISE NOTED. SEE ALSO DETAIL "1" ON SHEET 2. PROPOSED DRIVEWAY LOCATION 36.0-- �O M_.� TOP OF M.H. ELEV. M1 (E) MONUMENT - SEE SHEET 1 WELL "A' (E) WELL - SEE SHEET 1 -- a (E) STORM DRAIN LINE s (E) SEWER LINE ---- • • •---D----- CONSTRUCT STORM DRAIN LINE PER C.O.B. STANDARDS. s CONSTRUCT SEWER LINE PER N.O.R.S.D. STANDARDS. ..®....�...,.��,..���.�o TRACT BOUNDARY PHASE BOUNDARY - - CENTERLINE STREET RIGHT-OF-WAY OR PA w WATER LINE -SEE SEPARATE PLAN ./ -•—PIPE -SIZE BY CALIFORNIA WATER SERVICE. 4 W UTILITY: WTR-DOM WATER SWR-SEWER FW-FIRE WATER DRN-DRAIN IRR-IRRIGATION G-GAS IL SECTION LETTER A SECTION DESIGNATION SHEET WHERE - 2 SECTION IS SHOWN O CURVE NUMBER FOR CURVE DESCRIPTION EASEMENT DESIGNATION, SEE EASEMENT LEGEND ON SHEET 1 ITEM OF WORK - SEE CONSTRUCTION SCHEDULE VEST. TRACT 7093 FUTURE STREET COORDINATES. T1 STATION NUMBER SWR 1 SEWER LINE NUMBER SD 1 STORM DRAIN LINE NUMBER GENERAL NOTES: 1. ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2. ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 3. ALL SEWER LATERALS SHALL BE 4" IN SIZE UNLESS OTHERWISE NOTED. 4. SEE PLAN FOR SEWER AND STORM DRAIN MANHOLES' DIAMETER SIZES. CONSTRUCTION NOTES: �j CONSTRUCT CATCH BASIN PER C.O.B. DETAIL D-14. SEE ALSO DETAIL "1" ON SHEET 2. CONNECT (E) DRAIN LINE. ADJUST (E) TOP OF MANHOLE TO FINISH GRADE. CONSTRUCT 4" SEWER LATERAL PER N.O.R.S.D. STANDARD DETAIL S-3. CHISEL A LETTER "S" ON TOP OF CURB. PROPOSED WATER LINE -SEE SEPARATE PLAN BY CALIFORNIA WATER SERVICE FOR DETAILS. 5 (E) 20" INSIDE DIAMETER SEWER STEEL CASING INSTALLED O NTH PHASE 1 OF VEST. TENT. TRACT NO. 7186. © CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. �7 END -OF -STREET BARRIDCADE TO REMAIN. ® CONTRACTORS TO ENSURE THAT ALL MANHOLES, FRAMES, COVERS (ON PAVED AND NON -PAVED AREAS) ARE CONSTRUCTED PER RESPECTIVE AGENCY STANDARDS. A. SEWER - PER N.O.R.S.D STANDARD DETAILS S-7 AND S-11. B. STORM DRAIN - PER C.O.B. STANDARD DETAILS SW-2 AND SW-2A. 0 CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN LINE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFILLING OF TRENCH. 10 (E) SEWER LATERAL, SEWER LINE, STORM DRAIN LINE AND MANHOLES WERE CONSTRUCTED WITH PHASE 1 OF VEST. TENT. TRACT NO. 7186. 11 (E) END -OF -STREET BARRIDCADE TO BE REMOVED. i2 LATERAL CONNECTION SHALL HAVE A MINIMUM DISTANCE OF 2.50' FROM THE CENTER OF THE SEWER MANHOLE. • Know what s below. Call before you dig. PLUM HALLOW AVENUE PLUM HALLOW AVENUE (SEE SHEET 5) g (SEE SHEET 5) of 2 20 20 j 6 1 a:38 �N � z II z II �' 9,gr ' 30' 1 30 II 9 a 2Q �' 0 a w o I 1 v w W is ] h 30 I 30 0 © 0 a .chi o o U) U) z II II 1 L6 i o 0 w Ld� Zpw O F- Z F= -__ o (� N Ctil Z �W �z w O oo z Z V) LOW 0) .w., Jo O a - z II —i _i Q O z II oo v0 <.- r CL, r LL O 0 U a __.a (n CV til t,_] ca (wn 0 t � (n .- z j d w z `ri w Z `n w O o I 1° U) U)affi 3 1 O 0 L,, <t w� o z � z L6 X I v_ I t � Q "� o o a� 00 _r a_ csicsi M w w o w w �t �\ Z ¢rj L� F- ©r- rt- O to 0 0 (n < . � ( o ChO �' �^ wZ (n LQ a a W fJ Ci 1 —o w �?" �+ i r �r af ice �, �- 2 6 cr_ca (n I m + _, �a ++ < U-j + + 0V7 O.wUpO ►+1 a_ `. i d 0 ��r A {o�c,�>w .-•- h z oo ' oo w 0oQ i (n co <td a' °' + R/W :D � + + z N + + rti �ti 1 ^ r r w d¢ a u, i z . J z ci Ln - -- - Z. ---(n a (5 w o F- F- w b = = r7 Q + +� .... cn R W 0_ . , (n (n (n c0 - �--- - + a+i i �'""` FQ- ta- � � Fa— IQ— r - c� rn l . ® = fY o c0 cn 1 n_ (n to to w to (n 4i cn (n S'f2 F.L. oo N .. a ;� (n v7 ■ r - s _ F 8"SWIG U ~_ W o T`- tit " : F- d I i SWR 1 3 0 0 C� a: \ 25 i I 4 TYP °O 04 1+009 - 7 tY (wn CV �`� .. # elf 0 - _ _ _ S _ �F)$"SWR p p <c +— - = F.L. "cpV 11+00'i w �-, U ¢ /_'_" `' O w � n- z - > -- 0� t I �/ o R/W v � � t + a,„ - I Q w 0:L6 L ule 3 cn g R/W c i 0 o cn - 1 � �; _ , + 2J ;o + , a c" �'':: � ao ° I w of z I z j I .I X [3 I a W z Lj o v i 1 o cV = �- <r 1 00 + 1 Z + or (n 4 1 1 0 w w = O o"cv o �� I : Z V) O N t z r- o, z '� z F`Z- - - - - ILJ 0 ca 1 0 Q 1 Cn 0. (n Ono- 1 m + + N F- U V 1 1 OD c0 W N 1� W laa LL1 O ca 1 s w 0 W y 1�] z I R m U) i U) 28 o v �Fv- z U) U7 1 :( v (n < < c� 00 a ^� c�(n(n 1 1 w �,� t 4a PLUM HALLOW PLUM HALLOW z En in AVENUE AVENUE (SEE SHEET 5) (SEE SHEET 5) E®ARPOST RIVE OODHURSTCOURT STA. 10+ 00. 00 C.L. TO STA. 11 + 04.15 C.L. STA. 10+ 00. 00 C.L. TO STA. 11 + 05. 00 C.L. SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 1" = 4' VERTICAL 40 20 0 40 40 20 0 40 NOTE: NOTE: SEWER PROFILE ARE BASED ON C.L. STATION SEWER PROFILE ARE BASED ON C.L. STATION UNLESS OTHERWISE NOTED. UNLESS OTHERWISE NOTED. SEWER SLOPES ARE BASED ON SEWER STATION. SEWER SLOPES ARE BASED ON SEWER STATION. 364 _ --- APPROXIMATE FINISH __ _ GRADE AT CENTERLINE APPROX. _ -(E) GRADE ��62 AT CL - 364 362 362 != 36" MIN. APPROX. 360 - - - - - - --- I COVER - - F} GRADE (.AT 360 CL i0- 358 _ _ _� __ __ _ ___ _ 358 356 --- _ ---- - --- - --- 356 o 354 - __ _ _--�-� - _ - -- _ _moo -___ ; 354 O� 00 352 - - - _ -- 352 Uj 350 Ow o= 348 _INV. (N) 8" SEWER_ O -a ---- 348 346. N M r 346 r. h 344 — 0 _.___ ____.� ___ __. __._ ... ____ �___ co _ �.___ — 0 344 w J 0 00 w � O 00 _1 1= o 342 -- 0 --- ---z - 00 r w --- ---- -- 0 ocn Ud00 U., --- -� �' �' Q' 342 Q z w f Q J o Z J.. c O U 340 : Q: - - - - -w W d "ta - 0d ai - - C, V) - - -- - x�� 0 h - - - -_w _0 0 --0 cK &c3 \W O M 340 nj LO a- w (n to ___ 338 __ _ °'.ww _-_ . _ -_ __ __ __ �� +W zu' +� _ __� �- _ _Q a w , 338 C> W W Q d m 336 F0�- 336 334 . __ - _ - -- _ ____._ .. ..._ { __ ___ . ____ _ 334 INSTALL N 110.00 LF OF 8" PVC SEWER @ 1.94�% $ 332 - _ .. ___ _ _ — _ _ �_ __ .; 332 INSTALL (N) 5.00' LF OF/� 8" PVC SEWER @ 1.947. v 330 �_ _ _ ___ _� _ �___ __:. �_ . __ . _-�-____... _ _____ __. _J 330 9+50 10+00 11+00 11+50 LINE TABLE LINE BEARING LENGTH L1 NOO'43'35"E 104.15' L2 N00'43'35"E 105.00' SEVER LINE TABLE LINE BEARING LENGTH PIPE SIZE SWR 1 N00'4335"E 88.95' (N)8-SWR SWR 2 NOO°43'35"E 110.00' 1 (N)8-SWR SWR 3 NOO'43'35"E 5.00' (N)8"SWR SWR 4 NOO°43'35"E 5.00' (N)8"SWR LEGEND: F.L. FLOWLINE SMH SEWER MANHOLE C.L. CENTERLINE SDMH STORM DRAIN MANHOLE ELEV. ELEVATION A.P. ANGLE POINT DRN STORM DRAIN R/W RIGHT-OF-WAY M.H. MANHOLE TYP TYPICAL CB CATCH BASIN SWR SEWER INV. INVERT STA, STATION BC BEGIN CURVE AMP, TEMPORARY EC END CURVE T.O.M. TOP OF MANHOLE P.O.C. POINT ON CURVE T.O.C. TOP OF CLEANOUT PA PROPERTY LINE LAT. LATERAL SCM SUBSTANTIAL (E) EXISTING CONFORMANCE MAP ( NEW C.O.B. CITY OF BAKERSFIELD (F) FUTURE WFE WALL FOOTING P.M.P. PRIVATELY EASEMENT MAINTAINED PARK SCP STREET CONSTRUCTION N.O.R.S.D. NORTH OF RIVER PLAN SANITARY DISTRICT SSDP SEWER & STORM DRAIN NO. 1 PLAN p SURVEY MONUMENT PER SCP. O ` (E) SURVEY MONUMENT CS) (E) SEWER MANHOLE 0 (E) DRAIN MANHOLE 0 CONSTRUCT SEWER MANHOLE PER N.O.R.S.D. STANDARD DETAIL S-7 AND S-11. 0 CONSTRUCT STORM DRAIN M.H. PER C.O.B. STANDARD DETAILS SW-2, SW-2A, SW-4, & SW-6 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS OTHERWISE NOTED. SEE ALSO DETAIL "1" ON SHEET 2. PROPOSED DRIVEWAY LOCATION 36000 T_o.M+ TOP OF M.H. ELEV. M1 (E) MONUMENT - SEE SHEET 1 WELL "A' (E) WELL - SEE SHEET 1 -- o (E) STORM DRAIN LINE ------s (E) SEWER LINE ••—R CONSTRUCT STORM DRAIN LINE PER C.O.B. STANDARDS. s CONSTRUCT SEWER LINE PER N.O.R.S.D. STANDARDS. — - - - - - - --- TRACT BOUNDARY rrrrrrrrrrrrrrrrrrrrr■ PHASE BOUNDARY - - - CENTERLINE ----- -- ---- STREET RIGHT-OF-WAY OR PA w WATER LINE -SEE SEPARATE PLAN —PIPE SIZE BY CALIFORNIA WATER SERVICE. 4 W UTILITY: WTR-DOM WATER SWR-SEWER FW-FIRE WATER DRN-DRAIN IRR-IRRIGATION G-GAS SECTION LETTER A - - - - _ SECTION DESIGNATION SHEET WHERE 2 SECTION IS SHOWN (J CURVE NUMBER FOR CURVE DESCRIPTION OEASEMENT DESIGNATION, SEE EASEMENT LEGEND ON SHEET 1 ® ITEM OF WORK - SEE CONSTRUCTION SCHEDULE Q1 VEST. TRACT 7093 FUTURE STREET COORDINATES. Ti STATION NUMBER SWR 1 SEWER LINE NUMBER SD 1 STORM DRAIN LINE NUMBER GENERAL NOTES: 1. ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2. ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 3. ALL SEWER LATERALS SHALL BE 4" IN SIZE UNLESS OTHERWISE NOTED. 4. SEE PLAN FOR SEWER AND STORM DRAIN MANHOLES' DIAMETER SIZES. CONSTRUCTION NOTES: CONSTRUCT CATCH BASIN PER C.O.B. DETAIL D-14. SEE ALSO DETAIL "1" ON SHEET 2. CONNECT (E) DRAIN LINE. ADJUST (E) TOP OF MANHOLE TO FINISH GRADE. CONSTRUCT 4" SEWER LATERAL PER N.O.R.S.D. STANDARD DETAIL S-3. CHISEL A LETTER "S" ON TOP OF CURB. ® PROPOSED WATER LINE -SEE SEPARATE PLAN BY CALIFORNIA WATER SERVICE FOR DETAILS. 5 (E) 20" INSIDE DIAMETER SEWER STEEL CASING INSTALLED O WITH PHASE 1 OF VEST. TENT. TRACT NO. 7186. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. Q END -OF -STREET BARRIDCADE TO REMAIN. 80 CONTRACTORS TO ENSURE THAT ALL MANHOLES, FRAMES, COVERS (ON PAVED AND NON -PAVED AREAS) ARE CONSTRUCTED PER RESPECTIVE AGENCY STANDARDS. A. SEWER - PER N.O.R.S.D STANDARD DETAILS S-7 AND S-11. B. STORM DRAIN - PER C.O.B. STANDARD DETAILS SW-2 AND SW-2A. g0 CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN LINE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFILUNG OF TRENCH. 10 (E) SEWER LATERAL, SEWER LINE, STORM DRAIN LINE AND MANHOLES WERE CONSTRUCTED WITH PHASE 1 OF VEST. TENT. TRACT NO. 7186. 11 (E) END -OF -STREET BARRIDCADE TO BE REMOVED. O LATERAL CONNECTION SHALL HAVE A MINIMUM DISTANCE 12 , OF 2.50' FROM THE CENTER OF THE SEWER MANHOLE. Know what's below. Call before you dig. 22 21 C) PLUM HALLOW AVENUE (SEE SHEET 6) 8 I � I) CN 0 r- 1A c; m 11 F-: ■ 00 m QUiWI 0 � i En 04 00 + + 00 CD co z z F- Lj I D_ > II c) > 0 0_ 20 SWR 3 1 z F.L. co z 0 LO n a: m 1 71 C-4 0) Sli 0 CV (0 z + to I z 0 0) 00 < Q0 30' I U-rj- .0' 20' 4.8' 0 <-31 U) PLHALLOW AVENUE (SEE SHEET 6) C-4 41 W U) W d 0) z II e o La z 2 0 C� 8 -j CD Of r z U-) ir- W W cr_ z Ui cy- < M jLU 3: 0z: 0 U_ jW - W V) C-5 V) 0 0(n & cr_ W c'! cq 0 Z) x cNicq co z 2 a 0000 00 + + + 0 In Q W 0 U-1 3 z 9i m D cn cn V) D _7 F)8"SWR- -00 -co 11+o6v 7 z vwi Nu ------ Uj a- 3 _j 42 a, 's B" OR` E W E R T v N Colo' 0 U R T STA. 10+00.00 C.L. TO STA. 11+05.00 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL NOTE: SEWER AND STORM DRAIN PROFILES ARE BASED 40 20 0 40 ON C.L. STATION UNLESS OTHERWISE NOTED. SEWER SLOPES ARE BASED ON SEWER STATION. 370 370 368 368 APPROX,' E) GRADE 366 FINISH� 366 GR DE AT �ENTERLI E AT CL 364 364 APPROX. 362 362 < 36" ,MIN. _(F) GRADE — A T� CL COVER 360 F_ 360 4 358 358 3 356 56 z < 354 0 00 PL —7 I zi 352 352 i< I 350 L L 350 '(N) 8" m INV. SEWER D A_ c� 348 348 346 C5 346 Uj 00 i z 1z Uj _j co c� 344 0 LO cl� Uzj U) W z --- Lo c�.00 344 < zUn I- - < Z 0000 U-� 0 342 342 Uj 0) L0 o6 LLJ V) PO 0) > z _+_W Uj 340 k_____­__ 1 . 340 0) Uj W (0 Uj d cLru- Uj < >: z z -cn 338 338 336 108.50 LF 336 INSTALL N 8" PVC SEWER @ 1.6% 334 334 INSTALL (N) 5,.00' LF OF PVC SEWER @ 1 62% 3 332 32 330 330 9+50 10+00 11+00 11+50 ALMONDWOOD CIRCLE (SEE SHEET 7) 8 \ 0 It Z 0 0 0 C) - CC L) 6 5) 0 0+ oc. vi") k C-4 C63 0 0 0 0 WO TYP 3 W 4 j Rf i 0 C*14 Lo �� Q 0 — 0 0 0) 0:2 _00 Z 0 OV-) - <-j F= 0 - r W ' UU s 47 xl) !:� z: C5 00 c; C6 0 + + C,4 f. c; cn (n �`--` 46 1 1 , A ALMONDWOOD CIRCLE (SEE SHEET 7) 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 77A N69154E 7'"�71F_L.11+06' -'4j �21 8-SWR s207.91I -_ 0) SWR 2 SEE D A '1'=�� ! f / Is C) + cl, A, 69 V) STA. 10+00.00 C.L. TO STA. 12+00.37 C.L. SCALE: 1" 40' HORIZONTAL 1 4' VERTICAL NOTE: 40 20 0 40 SEWER AND STORM DRAIN PROFILES ARE BASED ON C.L. STATION UNLESS OTHERWISE NOTED. SEWER SLOPES ARE BASED ON SEWER STATION. APP�R�XIMATE GRAD FINISH AT CENTERLINE 0 4-- CC z < 401- _7�1 IN _V _(N) 8 SEWER --Leo CA c; z _j iii t__ 0 z Lj _j ______0 C,4 -q.2 _1 00-.— __ 0000 to LLj _j C�_00�_ 0 L0 r — M < Cnmz _j Z < -2 CF) LUL), CF) L0 L0 LO n pe) 01) in LLJ 6 ro + Ld LLJ LLJ C) _j __j _1 LJ U-1 Ljj 4 L-j 112a C+ C) — Lj Zzz z Z _�___JNSTALL (N) 207.91 LF Or- 8", PVC SEWER @ 0 97% L 9+50 10+00 11+00 370 368 366 36-41 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 12+00 12+50 LINE TABLE LINE BEARING LENGTH L1 N07-20'32"W 20.00' SEWER LINE TABLE LINE BEARING LENGTH PIPE SIZE SWR 1 N20*42'06"W 10.00' (N)4-SWR LAT SWR 2 N 24*1 7'54"E 48.85' (N)4-SWR LAT SWR 3 NOO*43 35 E 108.50 SWR 4 NOO*43'35"E 5.00' (N)8'SWR CURVE TABLE NO. LENGTH RADIUS TANGENT 1 DELTA 1 200 37' 500 00' 101 99' 99-57'37" NO*43'35"E 108.50' CENTER -CUL-DE-SAC STA. 12+00.37, C.L. 20.00LT. 207.91' N69*1 7'54"E S--I 8"SWR TYP (N) 60"0 SEWER MANHOLE NO. 70-26 STA. 12+09.94, C.L. 15.07LT.= STA. 12+12.84, SEWER _j 00 ':'cr _j 1 N 6 < 0) C14 C) C3 < r CD _j 606 00 0+ LJ Z c\1 3: CI + + RN Gi LU (f) 0- Wu) DETAIL 9T$ SCALE: 1" = 20' LEGEND: F.L. FLOWLINE SMH SEWER MANHOLE C.L. CENTERLINE SDMH STORM DRAIN MANHOLE ELEV. ELEVATION A.P. ANGLE POINT DRN STORM DRAIN R/W RIGHT-OF-WAY M.H. MANHOLE TYP TYPICAL C8 CATCH BASIN SWR SEWER INV. INVERT STA. STATION BC BEGIN CURVE TEMP. TEMPORARY EC END CURVE T.O.M. TOP OF MANHOLE P.O.C. POINT ON CURVE T.O.C. TOP OF CLEANOUT PA PROPERTY LINE LAT. LATERAL SCM SUBSTANTIAL (E) EXISTING CONFORMANCE MAP �F� NEW C.O.B. CITY OF BAKERSFIELD FUTURE WIFE WALL FOOTING P.M.P. PRIVATELY EASEMENT MAINTAINED PARK SCP STREET CONSTRUCTION N.O.R.S.D. NORTH OF RIVER PLAN SANITARY DISTRICT SSDP SEWER & STORM DRAIN NO. 1 pp PLAN SURVEY MONUMENT PER SCP. @ A (E) SURVEY MONUMENT 0 (E) SEWER MANHOLE 0 (E) DRAIN MANHOLE 0 CONSTRUCT SEWER MANHOLE PER N.O.R.S.D. STANDARD DETAIL S-7 AND S-11. 0 CONSTRUCT STORM DRAIN M.H. PER C.O.B. STANDARD DETAILS SW-2, SW-2A, SW-4, & SW-6 MUM CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS OTHERWISE NOTED. SEE ALSO DETAIL "'I" ON SHEET 2. PROPOSED DRIVEWAY LOCATION 360. 0 To __.Mo TOP OF M.H. ELEV. mi (E) MONUMENT - SEE SHEET 1 WELL "A' (E) WELL - SEE SHEET 1 D (E) STORM DRAIN LINE s (E) SEWER LINE CONSTRUCT STORM DRAIN LINE PER C.O.B. STANDARDS. CONSTRUCT SEWER LINE PER N.O.R.S.D. STANDARDS. TRACT BOUNDARY PHASE BOUNDARY ------- CENTERLINE STREET RIGHT-OF-WAY OR PA w— WATER LINE -SEE SEPARATE PLAN ,/—PIPE SIZE BY CALIFORNIA WATER SERVICE. 4 , W—UTILITY: WTR-DOM WATER SWR-SEWER FW-FIRE WATER DRN-DRAIN IRR-IRRIGATION G-GAS SECTION LETTER------ SECTION DESIGNA11ON SHEET WHEREQ2) SECTION IS SHOWN O CURVE NUMBER FOR CURVE DESCRIPTION OEASEMENT DESIGNATION, SEE EASEMENT LEGEND ON SHEET 1 ITEM OF WORK - SEE CONSTRUCTION SCHEDULE VEST. TRACT 7093 FUTURE STREET COORDINATES. Ti STATION NUMBER SWR 1 SEWER LINE NUMBER SD 1 STORM DRAIN LINE NUMBER GENERAL NOTES: 1. ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2. ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 3. ALL SEWER LATERALS SHALL BE 4" IN SIZE UNLESS OTHERWISE NOTED. 4. SEE PLAN FOR SEWER AND STORM DRAIN MANHOLES' DIAMETER SIZES. CONSTRUCTION NOTES: O CONSTRUCT CATCH BASIN PER C.O.B. DETAIL D-14. SEE ALSO DETAIL "'I" ON SHEET 2. CONNECT (E) DRAIN LINE. ADJUST (E) TOP OF MANHOLE TO FINISH GRADE. CONSTRUCT 4- SEWER LATERAL PER N.O.R.S.D. STANDARD DETAIL S-3. CHISEL A LETTER "S" ON TOP OF CURB. PROPOSED WATER LINE -SEE SEPARATE PLAN BY CALIFORNIA WATER SERVICE FOR DETAILS. O (E) 20- INSIDE DIAMETER SEWER STEEL CASING INSTALLED WITH PHASE 1 OF VEST. TENT. TRACT NO. 7186. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. END -OF -STREET BARRIDCADE TO REMAIN. CONTRACTORS TO ENSURE THAT ALL MANHOLES, FRAMES, COVERS (ON PAVED AND NON -PAVED AREAS) ARE CONSTRUCTED PER RESPECTIVE AGENCY STANDARDS. A. SEWER - PER N.O.R.S.D STANDARD DETAILS S-7 AND S-11. B. STORM DRAIN - PER C.O.B. STANDARD DETAILS SW-2 AND SW-2A. Og CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN LINE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFILLING OF TRENCH. (E) SEWER LATERAL, SEWER LINE, STORM DRAIN LINE AND MANHOLES WERE CONSTRUCTED WITH PHASE 1 OF VEST. TENT. TRACT NO. 7186. 11 (E) END -OF -STREET BARRIDCADE TO BE REMOVED. gy LATERAL CONNECTION SHALL HAVE A MINIMUM DISTANCE OF 2.50' FROM THE CENTER OF THE SEWER MANHOLE. Know whars below. Call before you dig. IN 00 YR