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1.2-7093 Ph 1
a CIVIL ENGINEER. MCINTOSH & ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA 93309 CONTACT PERSON - ROGER MCINTOSH (661) 834-4814 BASIS OF BEARINGS. THE BEARING OF N 00*4435" E SHOWN FOR THE WEST LINE OF THE NORTHWEST 1/4 OF SECTION 12, T. 29 S., R. 26 E. AS SHOWN ON SURVEY INVES11GATION MAP No. 7-1 BK. 6, PG. 43 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK - TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF SABLE POINT DRIVE AND TALLYWOOD DRIVE. ELEVATION = 365.02' (USGS DATUM) (PER TRACT No. 6195-PHS. 4-8 MON. ELEV. MAP) son MONUMEN i LEGEND. Ml N.E. COR. SEC. 11, 29/26 K.C.S. CONIC. MON. W/B.C. MKD. "REPLACED 10 JAN 75" PER TRACT No. 195-PH. 1, M. 52, PG. 38 M2 FD. CONC. MON. IN LAMPHOLE W/ BRASS CAP MRKD. L.S. 4383 PER TR. 6195 - PHASE 1 M.B. 52, PGS. 38-40. M3 N.E. COR. LOT 3 FD. 2" I.P. TAGGED LS 3779 0.08' N. OF CORNER (NOT OF RECORD) COR,LT 3 FD. 2" I.P. TAGGED LS 3779 (NOT OF RECORD) ACCEPTED FOR CORNER. COR. LOT 13 OF SALES MAP CONC MONT. TAGGED RCE 33448 IN LAMPHOLE (NOT OF RECORD) ACCEPTED FOR CORNER. M6 FD. K.C.S. CONC. MON. W/B.C. MKD. "REPLACED 10 JAN 75" FOR SALES LOT COR. (C.L. INTERSECTION OF OLIVE DR. & ALLEN RD.) PER TRACT No. 6195-PH. 1, BK. 52, PG. 38 M7 N.W. COR. LOT 4 OF SALES MAP SEARCHED FOR 5/8" REBAR AND TIES PER CORNER RECORD DATED 7-07-95 AND FD. NOTHING. CALCULATED POSITION PER KCS FILED MAP No. 7-1, BK. 6, PG. 43. M8 N. 1/4 COR. SEC. 11, J8 SEARCHED FOR 5/8" REBAR AND TIES PER CORNER RECORD DATED 7-07-95 AND FD. NOTHING. CALCULATED POSITION PER K.C.S. FILED MAP No. 7-1, BK. 6, PG. 43 Mg N.W. COR. LOT 3 FD. 2" I.P. TAGGED W/SPIKE 0.09' N. OF CORNER (NOT OF RECORD) WELL LEGEND: WELL "A" CRIMSON RESOURCE MANAGEMENT CORP. "KCL LEASE 31" 81-11 (PLUGGED AND ABANDONED -FIELD LOCATION) WELL "B" CRIMSON RESOURCE MANAGEMENT CORP. -KCL 62" 172-11 (PLUGGED & ABANDONED -SOUND LOCATION) WELL 0c)) CRIMSON RESOURCE MANAGEMENT CORP. "KCL LEASE 31" 82-11 (PLUGGED & ABANDONED -SOUND LOCATION) WELL "D" ARCO WESTERN ENERGY - "TENNECO- QUI NTANA-U NA" 73X (PLUGGED & ABANDONED -SOUND LOCATION) WDID 5171 5C394023 INDEX OF SHEETS SREET TITLE 1. COVER SHEET 2. NOTES & SPECIFICATIONS 3. DETAILS 4. TRAVATA COURT/ ORCHARD ESTATES WAY 5. ORCHARD VIEW DRIVE 6. ALMONDWOOD CIRCLE STA. 19+07.31, C.L.- 25+06.55 C.L. 7. ALMONDWOOD CIRCLE STA. 25+06.55 C.L.- 29+33.15 C.L. 8. AMBERLEA WAY/ WANDERER WAY 9. KING RANCH DRIVE SEWER LINE 4" LATERALS ----- ----- 48 0 SEWER MANHOLE (6$-9$ DEEP) 60-0 SEWER MANHOLE (OVER 9DEEP) ---- ----- - SEWER POINT OF CONNECTION 118" DRAIN LINE 480 DRAIN MANHOLE I -DRAIN POINT OF CONNECTION a EASEMENT LEGEND. A SEWER EASEMENT DEDICATED TO N.O.R.S.D. BY SEPARATE DOCUMENT. A TEMPORARY ACCESS, FLOWAGE AND DRAINAGE BLANKET EASEMENT TO C.O.B. FOR TRACT NO. 7186 AND TRACT NO. 7093 PER DOCUMENT NO. 221093368 DATED 05/18/21, O.R. SEWER EASEMENT LICENSE AGREEMENT BETWEEN N.K.W.S.D. AND V LIONS HOLDINGS, LLC (OWNER OF TR 7093) BY SEPARATE DOCUMENT. SEWER EASEMENT ALONG KING RANCH DRIVE TO BE DEDICATED TO N.O.R.S.D. BY SEPARATE DOCUMENT. NOT ALL UNDERGROUND UTILITIES OR FACILITIES WERE LOCATED BY THIS SURVEY AND THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES NOT SHOWN OR FOR INFORMATION DERIVED FROM ANY OUTSIDE SOURCES. AT&T UNDERGROUND LINES ARE NOT SHOWN SINCE MAPS WERE NOT PROVIDED. ALL EASEMENT INFORMATION SHOWN HEREON IS BASED ON TICOR TITLE COMPANY PRELIMINAR TITLE REPORT No.(s) FTKE-TO19000014SC DATED APRIL 2, 2019 & FTKE-TO19000015SC DA APRIL 2, 2019. AN EASEMENT IN FAVOR OF KERN COUNTY LAND COMPANY FOR INCIDENTAL PURPOSES RECORDED DECEMBER 18, 1908 IN BOOK 80, PAGE 360 OF DEEDS. (THE f XA C T � OCA 77ON IS NO T A SCER TA INA 8L E FROM RECORD) CITY O�F13AK"ERS'� F E�WID ------------------------------- -------- F-PARCEL10712------ q SNOW ROAD ------------ -- .b,. Pd. 108 _�ARTERIAQ ---------------- moo --nftum� rp, 7186- LfrURE I -Tit 7186 OVERLOOK WAY � HICKORY PHASE 3 WOOD LANE PHA 11" 0> 0< f-ji I v �l ELL �L" A, LJ > < 0 ly� > 'LOOK I F- I ------ IAJ _j FVfURE' R 7093 Ld F- PHAJ 7 5 < ul Ld > ------ 0 F_ L ----- # _____ - VEW. TR 7186 PHASE :2 TR' A PART4 -(NOT I 'X L, � ---- lrwurse TR 71�93-----i I a < / I ArASE 6 ------ ZUJ < UJI -J L ------- ------ IELL I < I I iA_lNTERpz5WE_E . .... 7 OCR 0z I Lj 1- 71- uj CUE` W I 1 0 ------- ------ WELL P$B"- 7186 CADENCE CT, PflASE� I P.M.P. EWER POINT 6 2 1 3 1 4 5 1 CONNECT] > 14 �5; (E) N� Ci 71 5 SM 70-19 1 r KING I - (E) DMH 71-6 ------------- (N) m 70-1 0_1 (E:) sm --L---41PANCm D N D 70 -16 H 71 q (E) SMH 71-9 ORCHARD KTE Ayl '- , 71N-70-1777�5 31, (E) DMH 71 DRAI� P )IN OF 1'32 N) CB 7- 01 3 "'A CONNECTI 5 -) SMH 70-1 Op 8 14 SE I 7 5 26 72 0 '(E) DMH 70-1 , 3 E) SMH 70 -18, C8 70 �E /0-10" SMH El ulvIH 70'-10 A, A (r) ' 01 —J E SMH -70-13 1 N) CB 70-7, L kE) SMH 70-11 7 I; FUTURE �R 7093' -(N) CB 70-11' (E) SMH 70-� 7 PHASE S 1 x 'I WH 1 IL ------- ap 11*`1 k- All" � , ' - "'', 6#0 E) D H 70-13' -------- �E WH 70 I�"' , WELL D DID 70-12, 1, f 76-704, �(E)M70 2; `J If --------- 4 1 2 20 1,19 ,118, 17 16,',I,l 5 ''/'1 14, t 13 , 1, If 12_ 11 1_10 I r ------ Yll 7 (E), DMH 70-11 >\ F 0 /'�Z7 > Z L ------- i E} W1170-7-- 8 E�DMH 70-8 L I c - — — — — — - — — — — — — t — — — — — - % % 0 TR -1 — — — — — — — — — — — — — — — — - cjc� L — — — — — - 41 ruTuqE TT, IC199 7093 W ------ I I to 4 --- -1 r --------- ---------- L_ f ------ lo r ------ I ------- 3t 0 j CL ------J ------- j L Of A r I W 10 1 1 1 LLI i FOXMOqR LN 1, ------ t ------ f - ---------- cr— ------ ------ I -) I 3t m if ------- ------- i o r Lij -------- 4 -------- 1 0 1 Of I cn + Lam.____ ----- PLUM HALLOW AVENUE (E) RETENTION r BASIN I I t I 1 10 A A uRg -rg 709;3 P141ASEl :2 1 --- L__A--- ROSEDALE RA14CH CANAL 0 --------------------------------------------------------- C W f -1 z ---------------------------------------------------------- - - - — - - SEWER------- L .. . ............. T OLIVE DRIVE (ARTERIAL) T-Al ;I SCAL : 1 = 200' Q\DENOTES SHEET NUMBER NOTES: 1. RETENTION BASIN, SEWER AND STORM DRAIN SHALL BE INSTALLED WITH PHASE 1 OF TRACT 7186 EXTENDING THROUGH TRACT 7093. 2. SEWER AND STORM DRAIN OF TRACT 7186—PHASE 1 SHALL BE CONSTRUCTED AND NOC'D. BEFORE TRACT 7093—PHASE 1. 7— SABLE POINT DRIVE IW2 i 0 <ls _z- - ffi z w w co 0 I 'yg 11 NOTE-* 1. PRIOR TO THE START OF ANY PHASE OF SEWER CONSTRUCTION,, N.O.R.S.D. SHALL BE GIVEN TWO (2) WORKING DAYS NOTICE. TEL.- (661) 399-6411 2. PRIOR TO THE START OF ANY PHASE OF STORM DRAIN CONSTRUCTION. C.O.B. SHALL BE GIVEN TWO (2) WORKING DAYS NOTICE. TEL..- (661) 326-3049 3. ALL SEWER AND STORM DRAIN MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE RESPECTIVE AGENCIES HAVE BEEN MET (N.O.R.S.D.—SEWER & STORM DRAIN — CITY OF BAKERSFIELD). 13 PROJECT SIITE SNOW RD. o. ENGINEER'S STATEMENT I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES AND DESIGN STANDARDS FOR STORM DRAIN IMPROVEMENTS AND NORTH OF RIVER SANITARY DISTRICT NO. 1 FOR SEWER IMPROVEMENTS AND THAT THEY INCLUDE ALL IMPROVEMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. am 121111W,-T�: BLAINE NEPT*UNE R.C.E. 55102 REVIEWED BY: LUIS A. TOPETE R.C.E. NO. 67236 SSIS T PUBLIC WORKS DIRECTOR APPROVED BY: GREGG R. STRAKALUSE, R.C.E. NO. 58,663 PUBLIC WORKS DIRECTOR A 5�1 MONIQUE RqfBERTS, R.C.E. 43779 DISTRICT ENGINEER NORTH OF RIVER SANITARY DISTRICT NO. 1 F.L. FLOWLINE SMH SEWER MANHOLE C.L. CENTERLINE SCO SEWER CLEANOUT ELEV. ELEVATION SDMH STORM DRAIN MANHOLE DRN STORM DRAIN OS OUTLET STRUCTURE M.H. MANHOLE R/W RIGHT-OF-WAY CB CATCH BASIN TYP TYPICAL INV. INVERT SWR SEWER BC BEGIN CURVE STA. STATION EC END CURVE TEMP. TEMPORARY P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE P/L PROPERTY LINE T.O.C. TOP OF CLEANOUT SCM SUBSTANTIAL LAT. LATERAL CONFORMANCE MAP (E) EXISTING C.O.B. CITY OF BAKERSFIELD (N) NEW WFE WALL FOOTING P.M.P. PRIVATELY EASEMENT INT MAAINED PARK SCP STREET CONSTRUCTION N.O.R.S.D. NORTH OF RIVER PLAN SANITARY DISTRICT SSDP SEWER & STORM DRAIN NO. I PAN L A.P. ANGLE POINT SURVEY MONUMENT PER SCP. @ A (E) SURVEY MONUMENT 8 (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, SEC11ON LETTER SEC11ON DESIGNATION SHEET WHERE SECTION IS SHOWN CURVE NUMBER FOR CURVE DESCRIPTION EASEMENT DESIGNATION, SEE EASEMENT LEGEND ON SHEET1 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 bjQjE5_-0 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 NOTED. 3. ALL SEWER LATERALS SHALL BE 4" IN SIZE UNLESS OTHERWISE NOTED. 4. SEE PLAN FOR SEWER AND STORM DRAIN MANHOLES' DIAMETER SIZES. i 7M7171m, CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS OTHERWISE NOTED. SEE ALSO DETAIL 'T' ON SHEET 2. PROPOSED DRIVEWAY LOCATION J60.0 TOM TOP OF M.H. ELEV. 360 0 T. 0 .00 TOP OF CLEANOUT ELEV. ml (E) MONUMENT - SEE SHEET 1 WELL "A' (E) WELL - SEE SHEET 1 (E) STORM DRAIN LINE .—s (E) SEWER LINE CONSTRUCT STORM DRAIN LINE PER C.O.B. STANDARDS. s CONSTRUCT SEWER LINE PER N.O.R.S.D. STANDARDS. TRACT BOUNDARY PHASE BOUNDARY CENTERLINE STREET RIGHT-OF-WAY OR PA WATER LINE -SEE SEPARATE PLAN BY CALIFORNIA WATER SERVICE, L L 4 W—UTILITY- WTR-DOM WATER SWR-SEWER FW-FIRE WATER DRN-DRAIN IRR-IRRIGATION G-GAS U) z 0 V) Ld 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 RESPONSIBILITY 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.O.B.STANDARD NOTES FOR STORM DRAIN(CONT'D.): 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 NTH 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. 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.O.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. W 2/ 6 WING 0 DETAIL pill) CENTERLINE STORM DRAIN GUTTER LIP FLOWLI N E SIDEWALK 6' WING (LANDSCAPE TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. Know what's below. Call before you dig. 0 z ul LY z c� z w Q 0 �i,y � c��W t `k f 0: 4 % ff t s• r s s �, OVER OMSTREAM " I .y, OF Mimi RADIUS I: # ► I[! W, . 0 ! :0) # arm k a FLUSH WITH INSW OF IMNHOLE WALL UNEVEN EDGES SWU PLASTERED SMOOTH WnM CEMENT MORTARL OR WIHOLE 70P DETAILS - 9M MORTAR (FOR I _ REQUIRED. MAX. WCHT ,' PER SECTION ELEVAT ► • " Y f NORTH OF RIVER SANITARY DIS*MCT No. I y• ► OF CURB WNW LATERAL CROSSES UNDER CURB. YMERE NO CURB DMf% OR WHERE LATERAL ENDS 8' OR 0 z PANTED f mmum om , AT DPER C(IM SURFACE a 4'0 OR fir HOUSE LATERAL 45' PVC OR VCP BEND HORIZONTAL rE TEE ISTA: = =i==' M SE ' a t�� .. '# 1 ' _ C3M �-1CP OR PVC PLUG OT MINIMUM ' its' j 7 DIA.-ALHAMBRA FOUNDRY NO. A-1254 OR EQUAL DIA.—ALHAMBRA FOUNDRY NO. EQUAL I E FOR CORROSION RESISTANT MANHOLES, MANHOLE FRAME AND COVER SHALL BE HIGH STRENGTH, LIGHTWEIGHT, COMPOSITE FIBER REINFORCED POLYMER FR. E . COMPOSITE SERIES 3800 NTH TITUS TA T LIFT LOCKS, INSTALL PER MANUFACTURER RECOMMENDATIONS. Know what's below. Call before you dig. ORCHARD ESTATES WAY (SEE RIGHT THIS SHEET) PHASE 1 ( PHASE 1 TRACT 7093 TRACT 7186 � r i (2 m 7 I r k22' VFS J. TFJNT. TR. 7186 22' IQ ,r11 30'ri } CD S' g < _J 1 W ; m C3 tn } I •� � 1 t1� ! ¢ r CO co 4 f Z r 00 I �' n < 0 STREET IMPROVEMENT m ' a } 0 PER SCP OF PHASE 1 TR. 7093 �'-' € ° } �. ` � $ U , � =~`'''.; TRAVATA CT. } W r e STREET IMPROVEMENT R/W , c� 5 �,PER SCP OF PHASE 1 T ". 7186 � f ... _ F.L. ; � � ; ' i f _ E) 8 SWR 1 L1 11 +0 } E 12+00 N t TYP / R W F.L. i i '� ► L a 1( V r S T', -T' ONT. I TR. 7186 00 if 2 U) (n I V-- WI 1 Z }PHASE 1 _..i "_.i Q O ' f Z v IIUQ i L.-� if o v t-: L U) 0 i 2 � cnUc�W ' � i I Vr 51. TENT, w±>'?= ..., U f TR, 7093 _Z F- L3: r I PHASE 1 ORCHARD ESTATES WAY (SEE RIGHT THIS SHEET) TTRAVATAU0 URT 40 20 0 40 STA. 10+00.00 C.L. TO STA. 11+75.27 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. V BT, TEINT. TR, 718 6 PHASE 2 P.M. P, f r 0 ORCHARD VIEW DRIVE ( C 2 TRAVATA CT. (SEE PHASE 1-TR. 7186) - - 6 0 (SEE PHASE 1-TR. 7186) 4 c � e 5jry e-- Z F- O f f \. i pj l a � "< W M t ;E O , » d "� T J l♦ J 1 ✓ 6 �) 4rr,: e{ a � • Z 1 T� ` a 7186 3' ' 34 W 0 c r'�A �w f f l�1iA )f f f s i f cn�� f c�SE I cn@ ``' Uj w 18' 18' a 22 6 26;T1 } (E) STREET IMPROVEMENTS `�' + + 0 , , M . f PER SGP OF PHASE 1 TR. 7186 a �? � f i f 5 E 11< © f W cr- U' s ---, m g (E) 18"DRN , fn cn ``' ! 00 5 s Lli- ------ i o ' S 5 --------- N '� E 8"S1�R q/TRACT BOUNDARY �- P .1�l� VEST. TEINT. f TR, 7093 f PHASE Ld s Z z 0 0i zLLI L0 U-) 0 m tin �- ++ U �. � F- tL U m 2 Zv k III I I i ORCHARD VIEW DRIVE (SEE SHEET 5) LO 0 rl- 5891645"E 1 01 0 s 14+00 12+00 319.95 1 j S8916 45 E 256.95' --- ----------------______----------_-__-- __--_____-__. TRACT BOUNDARY 6_' / (E) SWR _ F.L. _-�, - - LIMITS OF STREET R/W ---�- If �C- �� �.�--- CONSTRUCTION SEE SCP 4 _ ' � IoL R/W 4! VE TENT, ~"n Q T�'A 'T ?'09 00"n + 0:: + X o ¢ n_ s U U t�-00i--o 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. LINE TABLE LINE BEARING LENGTH L1 N00°44'35"E 130.93' R z 0 W o: FW^^ Zj c.41 cn I 00 f Z , 5' I �Q 18' 18' Q 26 ' 26' VEST. TNT. �W ,� 0-) 0-) TRACT 7093 + = + > TRAVATA CT. P .H.A S E I U <t o Q (SEE LEFT THIS SHEET) <t cn C f STA. 10+ 00.00 C.L. TO STA. 15+ 76.9 0 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 116001 LEGEND: F.L. FLOWLINE SMH SEWER MANHOLE C.L. CENTERLINE SCO SEWER CLEANOUT ELEV. ELEVATION SDMH STORM DRAIN MANHOLE DRN STORM DRAIN OS OUTLET STRUCTURE M.H. MANHOLE R/W RIGHT-OF-WAY CB CATCH BASIN TYP TYPICAL INV. INVERT SWR SEWER BC BEGIN CURVE STA. STATION EC END CURVE TEMP. TEMPORARY P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE T.O.C. TOP OF CLEANOUT SCM SUBSTANTIAL LAT. LATERAL CONFORMANCE MAP (E) EXISTING C.O.B. CITY OF BAKERSFIELD (N) NEW 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 A.P. ANGLE POINT p• SURVEY MONUMENT PER SCP. Cop ® (E) SURVEY MONUMENT 0s (E) SEWER MANHOLE (E) DRAIN MANHOLE Q CONSTRUCT SEWER MANHOLE PER N.O.R.S.D. STANDARD DETAIL S-7 AND S-11. ® CONSTRUCT STORM DRAIN M.H. PER C.O.B. STANDARD DETAILS SW-2, SW-2A. SW-4, c5tr 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 360.0 T.O.M. TOP OF M.H. ELEV. 360.0 T.O.C.• TOP OF CLEANOUT ELEV. M1 (E) MONUMENT - SEE SHEET 1 WELL "A' (E) WELL - SEE SHEET 1 -- (E) STORM DRAIN LINE S (E) SEWER LINE �.. o OR STORM STANDARDS. LINE PER C.O.B.O s CONSTRUCT SEWER LINE PER N.O.R.S.D. STANDARDS. - - - - - - TRACT BOUNDARY �..��.....�oas.��s..s. PHASE BOUNDARY - - CENTERLINE - - - - - - STREET RIGHT-OF-WAY OR P/L 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 O CURVE NUMBER FOR CURVE DESCRIPTION 1 A EASEMENT DESIGNATION, SEE EASEMENT LEGEND ON SHEET 1 ITEM OF WORK - SEE CONSTRUCTION SCHEDULE a VEST. TRACT 7093 FUTURE STREET COORDINATES. Ti STATION NUMBER SWR 1 SEWER LINE NUMBER SD 1 STORM DRAIN LINE NUMBER GENERAL NOTE: 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. Q 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. INSTALL REDWOOD STAKE IF NO CURB IS CONSTRUCTED. �4 PROPOSED WATER LINE -SEE SEPARATE PLAN BY CALIFORNIA WATER SERVICE FOR DETAILS. �5 EXISTING UTILITY LINES; DRAIN, SEWER, LATERAL, MANHOLES AND SUMP ARE INCLUDED WITH VEST. TENT. TR. NO. 7186-PHASE 1 SEWER AND STORM DRAIN PLAN. © CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. O LATERAL CONNECTION SHALL HAVE A MINIMUM DISTANCE OF 2.50' FROM THE CENTER OF THE SEWER MANHOLE. ® 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. g� CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN LINE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFILLING OF TRENCH. C ELL Know what's below. Call before you dig. m 0 ALIVIONDWOOD c5 < z m CIRCLE Lj (SEE SHEET 7) If j3: It c1q cr F, CD I U) C6 CD Lr_ A <:cwLc2dtl C00)- LU00i)- d0 TPARR(. PK.M7.P0L9O3T wz<w _u�jJ bu_zji�q: 00cl� 0a2-: 'c3c66 0 cC53 % 00 r'c0o<0 r z if L 0'Ot0o wV0C�0-)) y;:2cEt Rr_ uVj) PT ARR, K7 1LE �2 -m^ .)- 8ON6T T+ + Z 0 00 LZ 0 a + + + ;+ 00 co -Z 00 ro sl 00 co co + -d- '14' C14 C"i C-4 -J Ln oo Cn U 04 C5 5; co CO < ui cr < 0 uj on 0 < < or- M ul F C-0 v + < 6) z C-) mats on F_ < _w SIN (E) 8 SVVR N V) 's E� < A —S 1 < (E) 30"DRN 2 0 CL 4 11+0 —D _�O", DRN (E. D 30"DRN oos W V) I 8"DRN U0 Ld 5x cia ALIVIONDWOOD CIRCLE (SEE SHEET 7) w JA Lb A I liell 378 ------- (E) 48.17 LF OF 30 ;1 _f�(E) 54.15 LF OF 30 378 A PAIN 1_1 5-7, 1 �CL If �9J-RCP C ' Ill RGJ DRAIN @ 0' '15% 12PCP 2 104.04 LF 376 182.75 LF OF 301, CL III RGJ, RCP----.-r ------------ mv-z- 376 DRAIN @ 0.6x% 30 CL Ill RGJ-RCP DRAIN LO SEE SDP-PASE 1 I #@ 0.15% 1 RACT 71$6 374 3474 cD C5 -0 372 372 m -0 C1,000 00 CN L U-) 6 "I IT— c_ I= C� P6 1 oci _uj 370 < < z Lu d fy_ cr_ _j m C)o LO C) CD C114 co -14- z 368 1 00 Lo cr_ 0 0 O)n n r< n C5 ro n or- C,,J LO _7 I cn m + uj __j ui CD i -cy) 366 LU W 366 00 d co v- Uj Lu > < >: < < AFPROXIMATE FINISH W 2: Z' _ADT_@_CEN 364 GR 364 364 i ------- 362 360 jbg ------- d 360 358 358 ---4L W- 3 356 56 INV. E) 30 DRAIN NV. (E) 30" DRAIN INV. (E) 30 -1 Y 354 ----DRAIN, 354 352 352 S INV. (E) 8 (E) 8 EWER INV. SEWER 8" SEWER ---- — - C) 350 350 348 00 348 z -,I--00—;s.-- I i # i iLd 0 Cc) <D LO 0 C�a 00 co COCO 0 __j -LO 346 cn 2: CD p 346 C,4 n < __j 1 m 6-co- csc,� �i Lo U-) < L 3 d-A LO 344 n PO W C'� (n co ui uj 0 Ld > + b <>: uj uj < cr Q0 ui zz 40 -- — ---- 340 3 (E) 179.68 LF OF 8" ()VC SEWER @ 0.25 I I I # (E) 178.96 LF OF PVC SEW�R @ 0. O� 8 (E) 147.43 LF O� 8" PVC SEWER @ 0.25% �5% `-SE SSDP-,PHASE 1, 338 338 L I TRACT 7186 336 336 9+50 10+00 '11+00 12+00 13+00 14+00 LINE TABLE M 0-1 WAI Iill - N 14*00'1 O"E CURVE TABLE TANGENT! (E) 25.68 LF OF 18 " (E� 16.79 LF OF 18;) 380 CL Ill. RGJ-RP. DRAIN_ x 1 C@ 0.20% -CL Ill RGJ-RCP, DRA @ 0. �,O% 378 11 — ------ 374 372 370 368 366 364 362 360 358 356 354 352 350 348 A SECTION $*Aft HORIZONTAL SCALE: 1ff40' VERTICAL SCALE: 1ff4' 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 a LEGENDs F.L. FLOWILINE SMH SEWER MANHOLE C.L. CENTERLINE SCO SEWER CLEANOUT ELEV. ELEVA11ON SDMH STORM DRAIN MANHOLE DRN STORM DRAIN OS OUTLET STRUCTURE M.H. MANHOLE R/W RIGHT-OF-WAY C8 CATCH BASIN TYP TYPICAL INV. INVERT SWR SEWER BC BEGIN CURVE STA. STATION EC END CURVE TEMP, TEMPORARY P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE T.O.C. TOP OF CLEANOUT SCM SUBSTANTIAL L LAT. LATERA CONFORMANCE MAP (E) EXISTING C.O.B. CITY OF BAKERSFIELD (N) NEW WIFE WALL FOOTING P.M.P. PRIVATELY EASEMENT MAINTAINED PARK SCP STREET CONSTRUCTION N.O.R.S.DNORTH OF RIVER PLAN .SANITARY DISTRICT SSDP SEWER & STORM DRAIN NO. 1 PLAN A.P. ANGLE POINT SURVEY MONUMENT PER SCP. @ A (E) SURVEY MONUMENT G (E) SEWER MANHOLE 0 (E) DRAIN MANHOLE G 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, `5tr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS OTHERWISE NOTED. SEE ALSO DETAIL 'T' ON SHEET 2. PROPOSED DRIVEWAY LOCATION J60. 0 TO U TOP OF M. H. ELEV. J60. o T. o c TOP OF CLEANOUT ELEV. mi (E) MONUMENT - SEE SHEET 1 WELL 1W (E) WELL - SEE SHEET 1 _D (E) STORM DRAIN LINE 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 WATER LINE -SEE SEPARATE PLAN /—PIPE SIZE BY CALIFORNIA WATER SERVICE. eW—UTILITY: WTR-DOM WATER SWR-SEWER FW-FIRE WATER DRN-DRAIN IRR-IRRIGA11ON G-GAS SECTION DESIGNATION SHEET WHERE 2 SECTION IS SHOWN 11 N 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 SD1 STORM DRAIN LINE NUMBER GENERAL NO e%. 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 T 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. INSTALL REDWOOD STAKE IF NO CURB IS CONSTRUCTED. PROPOSED WATER LINE -SEE SEPARATE PLAN BY CALIFORNIA WATER SERVICE FOR DETAILS. EXISTING UTILITY LINES; DRAIN, SEWER, LATERAL, MANHOLES AND SUMP ARE INCLUDED NTH VEST. TENT. TR. NO. 7186-PHASE 1 SEWER AND STORM DRAIN PLAN. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAiN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. LATERAL CONNEC11ON SHALL HAVE A MINIMUM DISTANCE OF 2.50' FROM THE CENTER OF THE SEWER MANHOLE. CONTRACTORS TO ENSURE THAT ALL MANHOLES,, FRAMES, COVERS (ON PAVED AND NON -PAVED AREAS) ARE CONSTRUCTED PER RESPECTIVE AGENCY STANDARDS. A. SEWER N.O.R.S.D STANDARD DETAILS S-7 AND S-11. B. STORM DRAIN - PER C.O.B. STANDARD DETAILS SW-2 AND SW2A. CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN LINE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFILLING OF TRENCH. co 37 c z + ul c cn 'iceor CO 0 Lj (A A- (30 Uj 0 TYP FUTURE FL 5 jj�_- 450 19d 0 < Z m c) CL D L_ 3-4 35 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. (SEE SHEET 8) STA. 19+07.31 C.L. TO STA. 25+06.55 C.L. HORIZONTAL 1 $) = 4' VERTICAL DRIV� (SEE PHASE 4-TR. 7093) 017 IN m mm IQ W.T.Ld I I kit S89`15'2511E S89*1 525"E S89*1 5'25"E S89-15'25"E LLI Cf) _j C) z LU 11:� L Ld ui tj L0 L0 . LIJ (0 �0 V) 0 CD + + LO Lr) < 29 0 0 Uj V) 376 - - ------- T 376 C I I 1 1 T 53.81 LF OF 18 L III I i 1 21 1 1 1 (E) 44.69 LF OF 36" CL III (E) 52.75 LF OF 30 CL III GJ-RCP DRAIN, @ -0. '0% RGj_ CIP DRAN @ 0.2 % RdJ -RCP IJIRAIN @ 20 % 374 L 374 2 21 2 (E) 106 1- 0 DRAIN (E) 95.00 LF OF! 50.32 LF OF b] L` U V (0 3 �HEET___' j -RCP DRAIN-- 30 CL III R�J-RCP DRAIN. --ffEE 372 CL III RAJ -RCP - CL III RqJ-RCP /2 z 00 M i FOR UN I INUAIIN co W @ 020% 1 @ 0,20% @ 0.34% 1 1 cl i 11 i I i 0 I 0� m 0 W I 0 370 370 00 cr- cr- 0 co CD C) 00 (0_ CD CO 000 > 0 3 i ..4- LLJ Uj z z L6 Uj z ui 0 -C:) La I -----< - < Z z Of __j < W LO cr_ 00 368 368 0 U-) C� LO M 0 co CD M ,4:-j < c,3m Gi Uj cr�_It' n n cy) 0-) co C14 i m i r- (D CD U") LO U-) U_ 0 Z U-) I I m . . => zvo 0614-, cr 1": -4- (-4 " f I - -V7 - .2 Y In— 366 U-) 0 Co Lr 366 CT 4 vi L j 0 To� LQ_r 16 0 00 U I 0 0 LL: 0 m + CO 200 < + c� + m _j cn LLI 0 Uj I :��; �:; i V) cy) U) V) LO _j I + > +>> C14 LLJ I C14 i 04 < Uj > C14 > > Lij Ld Ld L'i L.Li L'i I -a z WW CN Ld Uj < 364 Uj W 364 UJUJW b _I <e Cc CL LU LU W LLJ',, V) I > 0 Ld ('0 i i i CIO z co U) Z, < -• >: >; p - I > U) LLj1 > Z =:z LU z: z LU �-- V) Uj z zz V) - - 362 362 APPROX,,' FINISHED 0 0. GRADE AT CENTENLINL \X A 360 360 7 7 . . . ........ 356 358 TYP z \_ 356 356 35 354 4 INV. 18" DRAIN IN\/. 30 LL1_ '\--INV. 30'" DRAIN 30" DRAIN INV. (E)' DR, AIN 30" DRAIN ------ q V (E) N V. (E) 1) t 352 352 136" DRAIN 4 1 MIN. �0 3 35 50 I N V. (E) INV. (E) 8" SEWER INV. (E) 8" SEWER- 348 348 co 1-INV. (Ey F ir CD C5 T __j-00 346 1 346 C5 CD CD C:):t z .00 c� =00 I Ld 0c) LO L0 V%uu__ --- co- 344 344 0 0 __j i LO Uj _6 CD C) z Lu c5_c14 C) < CO LO CD �00 co c5_60-00 j-0 Lo-- 342 342 n f ------ cr- 0 r- 'If < + co -14- -mi- > 7_ Uj LU LU co U-1 00 Uj U-) , cn -0 U 340 Uj Uj co 340 < Uj Uj co C) LU 38 t 338 3 159.69 LF OF 8 SE ER �0,) 0. 2 4 % OF 8" PVC 0. (E) 227,33 LFF OF 6 V CA SEWER -1.58%� Pvc S 299,68 ILI- 25% i i i P 81, $EWER L7 2 OF C yom� SEE ____8 7 FOR 'CONTI NU X 336 0 334 ------ 334 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+50 378 (51_ E 2LF OF (E.4- LFOF 18_-1378 CL 1I GJ-RCP;DRAIN CL III RGj-RP DRAIN 376 @ -0.20% __j 376 6 2 6 374 374 __7 co 372 1 372 C� z -0) z F_ 00 W _cD lc�-,Z- 370 z It CX5 PO 00 z C; 00 C5 0 c) co a 0, 0 z cn M C-4 C14 CNJ >: I 00 z cr _j Uj _j --Fn &>�-j 368 zo C3 1-0 c3ww W 00on- Z 0 368 < mmn < m _j 0 M 04 CN4 _j 0 rl:L.Lj __q Of r_, 0 f- 00 L0 00 U_ M C) C)o LO U') L0 LL_ 0i to to C> -nnn +>: < +__j (n �Www CD in W C) -j W i�:z WWW E:)j m- Uj C4 M ry %-P 364 364 <4,0 Uj > 0 W Uj F- z U_j z z W (nzo - z 5 < 362 -362 360 360 NISHED RADE X_ T CENTE LINE I I OF 358 PPE 358 356 -1356 354 354 INV.� (E)--J1 IN (E) 1 18", DRAIN 18" DRAIN 352 00 352 5 TYP LU -350 350 348 348 VA -1 SECTION $$A$$ 6 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1 " = 4' NOTE: STORM DRAIN PROFILE ON THIS SECTION ARE BASED ON DRAIN LINE LENGTH. 7_70 7-70 376 374 372 370 368 366 364 362 360 358 356 354 352 350 A 0 376 374 372 370 368 366 364 362 360 356 354 352 350 %ilto SECTION "B" HORIZONTAL SCALE: 1 $v = 40' VERTICAL SCALE: 1xx4' NOTE: STORM DRAIN PROFILE ON THIS SECTION ARE BASED ON DRAIN LINE LENGTH. (E) 25.42 LF OF 182) ' 1 __T CL III ROJ-RCP DRAIN @, -0-20% 6 2 0) C) z 00 Ul) 0) U") • z cn -4-2 i V') z 0 U-) C5 -00 0m: C,4 z < LLJ 2-7 V) Zo W < C5,C) 10 '_j m _j N.W. ;__� LL_ =5 -cy 0 QD LO LO U_ W Inn Nt + > + U) Xj W U.1 +>> co c"I W ED 3 �- cr. ---APPROXIMATE FINI HED GRA AT ENTERLI E ,--OF IPE-_ 5 -INV. (E)- 181; DRAIN 5 U-j W ij LEGEND. F.L. FLOWLINE SMH SEWER MANHOLE C.L. CENTERLINE SCO SEWER CLEANOUT ELEV. ELEVATION SDMH STORM DRAIN MANHOLE DRN STORM DRAIN OS OUTLET STRUCTURE M.H. MANHOLE R/W RIGHT-OF-WAY CB CATCH BASIN TYP TYPICAL INV. INVERT SWR SEWER BC BEGIN CURVE STA. STATION EC END CURVE TEMP. TEMPORARY P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE T.O.C. TOP OF CLEANOUT SCM SUBSTANTIAL LAT. LATERAL CONFORMANCE MAP (E) EXISTING C.O.B. CITY OF BAKERSFIELD (N) NEW WFE WALL FOOTING P.M.P, PRIVATELY EASEMENT MAINTAINED PARK SCP STREET CONSTRUCTION N.ORS.D. NORTH OF RIVER PLAN . . IN SANITARY DISTRICT SSDP SEWER & STORM DRANO. 1 PLAN A.P. ANGLE POINT SURVEY MONUMENT PER SCP. @ A (E) SURVEY MONUMENT G (E) SEWER MANHOLE 0 (E) DRAIN MANHOLE G 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, 1-Ir CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS OTHERWISE NOTED. SEE ALSO DETAIL 'T' ON SHEET 2. LOCATION 360. 0 TO TOP OF M.H. ELEV. 3600 T.00 TOP OF CLEANOUT ELEV. MONUMENT - SEE SHEET 1 WELL PPAP (E) WELL - SEE SHEET 1 (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 WATER LINE -SEE SEPARATE PLAN /-PIPE SIZE BY CALIFORNIA WATER SERVICE. ew-u-nLITY.. WTR-DOM WATER SWR-SEWER FW-FIRE WATER DRN-DRAIN IRR-IRRIGATION G-GAS SECTION LETTER - - - - - --- - I SECTION DESIGNA11ON SHEET WHERE �J2 SECTION IS SHOWN CURVE NUMBER FOR CURVE DESCRIP11ON /4\ EASEMENT 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 NQjF=S#- 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 ELEVA11ONS 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 "'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. INSTALL REDWOOD STAKE IF NO CURB IS CONSTRUCTED. PROPOSED WATER LINE -SEE SEPARATE PLAN BY CALIFORNIA WATER SERVICE FOR DETAILS. EXISIING UTILITY LINES; DRAIN, SEWER, LATERAL, MANHOLES AND SUMP ARE INCLUDED WITH VEST. T. T. O. 7186-PHASE 1 SEWER AND STORM DRAIN PLAN. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. LATERAL CONNECTION SHALL HAVE A MINIMUM DISTANCE OF 2.50' FROM THE CENTER OF THE SEWER MANHOLE. 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. Know whars below. Call before you dig. CITY RECORDS NO: qrm W CO) 0) J z d to CO 0 U i c? ..J 0 0 Cc Cc -ce 00 Z 0 0 0 0 cr c r 0 Tm LU•cq > 0 z ZO+ z cr Uj us LU co W > ORCHARD MEW DRIVE (SEE SHEET 5) V rb I j T. C3 TR. 7093 LLJ Uj (D k--: 6 _j M, _j 0 I L6 p-_ 0 Lrio� 0 C) W V) Ljj 05 40 r, . Ld LLJ If C) Its L0 Lo Ld c_ Ld V) cq Ld - LJ Q0 Q0 bi (Di�o Uj -zc ov ;Z. -3 -0 U) c) (D C)<D Uj CV CO 11 + + r+ + CV cv 4-L 00 00 000 C]1, Ir 3E iC\j 0 C) IAJ (D C) 0 0 LLJ < Uj n (0 co LLJ 28 R/W C/O t GO I (z) T_ (0 (E) 8"SWR f A Ld 25+00 26+0() (E) 8"SWR 27+00 (Q D D-- 0 pq " - - ID 2�+00 z LjJ (E) "DRY (E) 30"DRN I L0 D --------- 29' 0 --------- —D 19 N N 1/1 W W R, < 1 1 N I C14 V_ I —1 R/W F-: I 1--v 00 ci W I I L_) TYP C) 06 L6 C) y z 0 < C) 0� Z Q LLJ C) Lcitd W F- _j < F- C-) 6 (6 C) AZ 0/ m U) W C) C\� < ++ 4 C-3 cq cq + -ql m z _p LLJ << 00 C111 CN 31 15 1 13 1 12 1 1 cd V_ 17 14 10 0) 00 cv cv VEST. T_r__.jNT- TR. 7093 Ar NOTE: SEWER AND STORM DRAIN PROFILES ARE BASED AL ONDWOOD CIR%`."OhLE ON C.L. STATION UNLESS OTHERWISE NOTED. STA. 25+06.55 C.L. TO STA. 29+33.15 C.L. SEWER SLOPES ARE BASED ON SEWER STATION. SCALE: 1 " = 40' HORIZONTAL 40 20 0 40 DRAIN SLOPES ARE BASED ON DRAIN STATION. 1 4' VERTICAL 378 (E) 47.06 LF OF _1_8CL 1111 378 RGJ-RC� DRAIN @ 0.21% 241�.64 LF OF 30" CL III RGJ-RCP DRAIN @ 3/6 E) lbb.Ul LF OF 30 CL III RGJ-RCP DRAIN @ 0.34%r1--- 376 Oi QRAIN'_1 SEE SHEET 6 FOR CONTINUATION I 374 374 _j LLJ C,4 to 00 z Ci z 0 01" 372 T_ OF< Z TN U>- 372 "F n q 00 >: CD _j Z Lij 00 c� D; c r-- C.: I o:E Lj* I 370 ------------ z 1 0CD U(0-)— 0 I U Lz 370 to n 0 1�0 1 Uj 00 *uj m to < Uj + C14 -j C'4 < LL p; L0 L0 :2 C) co CI 00 0 .'W Ld m < Of CL + Uj U-1 _Uj. > Of 366 366 + > NW Uj 7 co co APPRO X,. FINISH 364 RADE,AT 364 CENTERLINE'-r- 362 7 '0 360 360 TYP 358 358 L— I 5 ------------------- r 4� 356 356 !INV. (E) I i18" DRAIN 354 --1 N V. (E) t 354 INV. INV.'(E) 0" DRAIN, 301" DRAIN 30 DRAIN INV. (E) 352 1-------J------,30" DRAIN- 352 350 350 f (E) INV. (E') 8" SEWER INV. INV. (E) 8" SE `WER 348 P 8" SEWER 16 348 1c; 346 ------- 30 _j lui _j -co t Uj Uj 0i k 0 C0 1�5 C:�-- � L6 00 -00 0000 LO _j 1< 344 < _'2i C3 CO 00 r-- cq CIIA CD _j of CK Uj r 342 342 nnI W n Uj r-O < +> > +>>[ L CO U_j W 340 - W-i LL 'cN Ld f T-- 340 W Q0 C-0 < < LU, (n V) 338 338 8(E) 29 6.68 LF OF 8" PVC SEWER '@ 0.25% (E 122.79 LF OF N" SEER SEE SH�ET 6 8" FVC SEWf_R @ 0.�5% n2 336 ----FgR CONTI UATION--I----- 336 334 34 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 378 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 S C ION of C )f KC (SEE SHEET 6 PLAN) HORIZONTAL SCALE: 1 )� = 40' VERTICAL SCALE: 1" = 4" NOTE: STORM DRAIN PROFILE ON THIS SECTION ARE BAQV 1F2-,.4'1 LIVE LE,,,VGTW. LINE TABLE S891 5'25"E S1 4*00)1 O"W m1amm 378 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 CURVE TABLE LEGE N M F.L. FLOWLINE SMH SEWER MANHOLE C.L. CENTERLINE SCO SEWER CLEANOUT ELEV. ELEVATION SDMH STORM DRAIN MANHOLE DRN STORM DRAIN OS OUTLET STRUCTURE M.H. MANHOLE R/W RIGHT-OF-WAY CB CATCH BASIN TYP TYPICAL INV. INVERT SWR SEWER BC BEGIN CURVE STA. STATION EC END CURVE TEMP. TEMPORARY P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE T.O.C. TOP OF CLEANOUT SC M SUBSTANTIAL LAT. LATERAL CONFORMANCE MAP (E) EXISTING C.O.B. CITY OF BAKERSFIELD (N) NEW WFE WALL FOOTING P.M.P. PRIVATMAINTAINED ELY EASEMENT PARK SCP STREET CONSTRUCTION N.O.R.S.D. NORTH OF RIVER PLAN SANITARY DISTRICT SSDP SEWER & STORM DRAIN NO. 1 PLAN A.P. ANGLE POINT SURVEY MONUMENT PER SCP. @ A (E) SURVEY MONUMENT G (E) SEWER MANHOLE 0 (E) DRAIN MANHOLE G 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, lilr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS OTHERWISE IL " NOTED. SEE ALSO DETA'I" ON SHEET 2. vi PROPOSED DRIVEWAY LOCATION 360 0 To ..0 TOP OF M.H. ELEV. J60-0 TOC TOP OF CLEANOUT 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. OW —UTILITY: WTR-DOM WATER SWR-SEWER FW-FIRE WATER DRN-DRAIN IRR-IRRIGATION G-GAS SEC11ON LETTER - SEC11ON DESIGNATION SHEET WHERE 2 SECTION IS SHOWN 1.4N CURVE NUMBER FOR CURVE DESCRIPTION EASEMENT DESIGNATION, SEE EASEMENT LEGEND ON SHEET1 ITEM OF WORK - SEE CONSTRUCTION SCHEDULE Uj S. TRACT 7093 FUTURE STREET COORDINATES. Ti STATION NUMBER SWR 1 SEWER LINE NUMBER SD 1 STORM DRAIN LINE NUMBER GENERAL, MES-6., 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 NOTED. 3. ALL SEWER LATERALS SHALL BE 4" IN SIZE UNLESS OTHERWISE NOTED. 4. SEE PLAN FOR SEWER AND STORM DRAIN MANHOLES" DIAMETER SIZES. 2 CQNSTRUCTION NOTES, 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., INSTALL REDWOOD STAKE IF NO CURB IS CONSTRUCTED. PROPOSED WATER LINE -SEE SEPARATE PLAN BY CALIFORNIA WATER SERVICE FOR DETAILS. EXISTING UTILITY LINES; DRAIN, SEWER, LATERAL, MANHOLES AND SUMP ARE INCLUDED NTH VEST. TENT. TR. NO. 7186-PHASE 1 SEWER AND STORM DRAIN PLAN. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. LATERAL CONNECTION SHALL HAVE A MINIMUM DISTANCE OF 2.50' FROM THE CENTER OF THE SEWER MANHOLE. US 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 IN LINE STUB LOCATION Ammi AKIM 1KRICOT SURVEYED nOIAD TO PLUGGING v Lv AND BACKFILLING OF TRENCH. Know whars below. Call before you dig. LEGE N M F.L. FLOWLINE SMH SEWER MANHOLE C.L. CENTERLINE SCO SEWER CLEANOUT ELEV. ELEVATION SDMH STORM DRAIN MANHOLE DRN STORM DRAIN OS OUTLET STRUCTURE M.H. MANHOLE R/W RIGHT-OF-WAY CB CATCH BASIN TYP TYPICAL INV. INVERT SWR SEWER BC BEGIN CURVE STA. STATION EC END CURVE TEMP. TEMPORARY P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE T.O.C. TOP OF CLEANOUT SC M SUBSTANTIAL LAT. LATERAL CONFORMANCE MAP (E) EXISTING C.O.B. CITY OF BAKERSFIELD (N) NEW WFE WALL FOOTING P.M.P. PRIVATMAINTAINED ELY EASEMENT PARK SCP STREET CONSTRUCTION N.O.R.S.D. NORTH OF RIVER PLAN SANITARY DISTRICT SSDP SEWER & STORM DRAIN NO. 1 PLAN A.P. ANGLE POINT SURVEY MONUMENT PER SCP. @ A (E) SURVEY MONUMENT G (E) SEWER MANHOLE 0 (E) DRAIN MANHOLE G 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, lilr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS OTHERWISE IL " NOTED. SEE ALSO DETA'I" ON SHEET 2. vi PROPOSED DRIVEWAY LOCATION 360 0 To ..0 TOP OF M.H. ELEV. J60-0 TOC TOP OF CLEANOUT 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. OW —UTILITY: WTR-DOM WATER SWR-SEWER FW-FIRE WATER DRN-DRAIN IRR-IRRIGATION G-GAS SEC11ON LETTER - SEC11ON DESIGNATION SHEET WHERE 2 SECTION IS SHOWN 1.4N CURVE NUMBER FOR CURVE DESCRIPTION EASEMENT DESIGNATION, SEE EASEMENT LEGEND ON SHEET1 ITEM OF WORK - SEE CONSTRUCTION SCHEDULE Uj S. TRACT 7093 FUTURE STREET COORDINATES. Ti STATION NUMBER SWR 1 SEWER LINE NUMBER SD 1 STORM DRAIN LINE NUMBER GENERAL, MES-6., 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 NOTED. 3. ALL SEWER LATERALS SHALL BE 4" IN SIZE UNLESS OTHERWISE NOTED. 4. SEE PLAN FOR SEWER AND STORM DRAIN MANHOLES" DIAMETER SIZES. 2 CQNSTRUCTION NOTES, 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., INSTALL REDWOOD STAKE IF NO CURB IS CONSTRUCTED. PROPOSED WATER LINE -SEE SEPARATE PLAN BY CALIFORNIA WATER SERVICE FOR DETAILS. EXISTING UTILITY LINES; DRAIN, SEWER, LATERAL, MANHOLES AND SUMP ARE INCLUDED NTH VEST. TENT. TR. NO. 7186-PHASE 1 SEWER AND STORM DRAIN PLAN. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. LATERAL CONNECTION SHALL HAVE A MINIMUM DISTANCE OF 2.50' FROM THE CENTER OF THE SEWER MANHOLE. US 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 IN LINE STUB LOCATION Ammi AKIM 1KRICOT SURVEYED nOIAD TO PLUGGING v Lv AND BACKFILLING OF TRENCH. Know whars below. Call before you dig. ml no vi 9 a 4 3rtr'Air Aw T k4ol L,11TEST. TENT. TR. 716 8 PHASE 2 (NOT A PART) I I + - + 22 Z) 0 N CN W A N L)" Fm Fm H WA y STA. 18+61.00 C.L. TO STA. 20+11-27 C.L. SCALE: 1 40' HORIZONTAL 1 4' VERTICAL 378 378 376 376 372 372 370 370 0 368 (o C)� Po 368 CD co 2: L6 366 366 nco� 364 nlcD- o 61"on 364 01(o co CD Ld W 362 ml+ NCO APPROX. _FINSIHED_� UJ 1 362 We GRADE AT CENTERLINE < V) - 360 360 358 358 356 356 354 354 352 I N V. (E) TYP IN. (E) 352 36" DRAIN 5 36" RAIN 350 350 348 348 INV. (E) IN • E V. () 8" SEWER 8" SEWER ui 346 346 344 0 CD 344 0 00 C) 342 Lu Lo -i Lu V) 342 0 d c) c) m 00 340 od 340 338 uj W __j __j 338 • C) F_ 336 336 (E) 357.72 LF OF 8" PVC SEWER @ 0.24% 334 334 332 18+00 19+00 20+00 20+50 m LINE TABLE NOO*44'35"NISI N1O*43'35 E SEWER LINE TABLE LENGTH 11 PIPE I I SIZE NOO*443�-E F.L. FLOWLINE SMH SEWER MANHOLE C.L. CENTERLINE SCO SEWER CLEANOUT ELEV. ELEVATION SDMH STORM DRAIN MANHOLE DRN STORM DRAIN OS OUTLET STRUCTURE M.H. MANHOLE R/W RIGHT—OF—WAY 0 CB CATCH BASIN TYP TYPICAL INV. INVERT SWR SEWER Na■C EC BEGIN CURVE STA. END CURVE TEMP. STATION TEMPORARY P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA SCM PROPERTY LINE T.O.C. SUBSTANTIAL LAT. TOP OF CLEANOUT LATERAL CONFORMANCEMAP (E) EXISTING C.O.B. WFE CITY OF BAKERSFIELD (N) WALL FOOTING P.M.P. NEW PRIVATELY EASEMENT MAINTAINED PARK SCP STREET CONSTRUCTION N.O.R.S.D. NORTH OF RIVER SSDP PLAN SEWER & STORM DRAIN SANITARY DISTRICT NO. 1 PLAN A.P. ANGLE POINT SURVEY MONUMENT PER SCP. @ A (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. CONSTRUCT STORM DRAIN M.H. PER C.O.B. STANDARD DETAILS SW-2, SW-2A, SW-4, CONSTRUCT TYPE "A" CATCH BASIN NTH 3.5' OPENING PER C.O.B. STD.y. D-14, UNLESS OTHERWISE NOTED. SEE ALSO DETAIL "'I" ON SHEET 2. as W J60. 0 TO IV .0 TOP OF M.H. ELEV. J600 T_oC TOP OF CLEANOUT ELEV. mi (E) MONUMENT — SEE SHEET 1 WELL "Ap (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.R.S.D. STANDARDS. TRACT BOUNDARY PHASE BOUNDARY CENTERLINE STREET RIGHT—OF—WAY OR PA WATER LINE —SEE SEPARATE PLAN /—PIPE SIZE BY CALIFORNIA WATER SERVICE. eW—UTILITY.- WTR—DOM WATER SWR—SEWER FW—FIRE WATER DRN—DRAIN IRR—IRRIGATION G—GAS SECTION LETTER SECTION DESIGNATION SHEET WHERE SECTION IS SHOWN 11 Ul CURVE NUMBER FOR CURVE DESCRIPTION EASEMENT DESIGNATION, SEE EASEMENT LEGEND ON SHEET1 ITEM OF WORK — SEE CONSTRUCTION SCHEDULE [jj VEST. TRACT 7093 FUTURE STREET COORDINATES. Ti STATION NUMBER SWR 1 SEWER LINE NUMBER SD 1 STORM DRAIN LINE NUMBER GENERALNOTES 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 "l" 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. INSTALL REDWOOD STAKE IF NO CURB IS CONSTRUCTED. PROPOSED WATER LINE —SEE SEPARATE PLAN BY WATER SERVICE FOR DETACALIFORNIAILS. E -flNG U11LITY LINES; DRAIN, SEWER, LATERAL, MANHOLES AND XIS SUMP ARE INCLUDED WITH VEST. TENT. TR. NO. 7186—PHASE 1 SEWER AND STORM DRAIN PLAN. CONTRACTOR TO VERIFY LOCA11ON AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 4 LATERAL CONNECTION SHALL HAVE A MINIMUM DISTANCE OF 2.50' FROM THE CENTER OF THE SEWER MANHOLE. 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 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. U) z 0 cn w SEWER LINE TABLE ICI S.Ells s Si♦III rillsNOE wI ■ IIA NI *IIII IIII!II III IIIIIIII, IIMI IIIIIIII IIIII! plllll��llllllll I111 �I , ■ N 1 IIII 1 I � II * IIII � I1 .� I � L I.. ! ,,�, Al JS89i MIII I IIIII II I L I MrMr�i ...., ■ !IIII 3.,III I O . W. : II r , II w mKff I N UA` 6' 0 Hml " A N C H D` " 0 Hn' I V F�m '' i i► C.L. TO SCALE:4 0' HORIZONTA VERTICAL1. STREET IMPROVEMENT ON THE NORTH SIDE OF 1 11 = 4 KING RANCH y DRIVE SHALL ■ i BE CONSTRUCTED ~ i WITH 2. SEWER AND STORM DRAIN . ARE BASED .. • :. STATION OTHERWISE STATION.3. SEWER SLOPES ARE BASED ON SEWER DRAIN4. ARE DRAIN STATION. BASED O 5. VESTING TENTATIVE TRACTS 7389 AND 7093 ARE THE SAME OWNERS. I J ww 000 A P.M.P. - - - r miammommsiom i 1► ! II I S 8 i 5I5I I y s +r rul x �gllN IIIIIIIII L IIII ICI.IIII III IIU ;IIIII .4i ;IIIII (IIIII Illf� (IIIII u TABLEDRAIN LINE �. # ,� � �' iu �n � Ar r ►�'' rl, r I,III IIIIM III I� IIIIIII IIII II I# IIIII � .dIIIIII II(n IIIII I#IIII . 4 yi c.!� ii I I plllll IIJ l`O I 1 R wNl IIII II I IIII Mllp I o. 0 i r 0 ■ Aiw DETAIL APPROXIMATE368 366 8N VEST. 366 �TENT. TR. 7389 364 uj >I i _ __ .364 0 "Alf ZO 'A 362- Of 360,1111, ic 352 " I SEWER 348:- 348 J I'—« wz 'in __ I I! �342 uj co z co 9- 338 INSTALL LF OF ��. . . ri PVC SEWER -1.11 n _ A SECTION "All HORIZONTAL334 . VERTICAL. 1 = I TI BASED ON SEWER LINE . r',, VERTICAL SECTION "B" SCALE: A NOTE: DRAINSTORM PROFILE ARE BASED ON DRAIN .* -- ! L SEE TR. 1 . 1 SSDP ATERAL STA. ,C.L. . BOUNDARY STA. 22+80.88, DRAIN REMOVE PLUG AND y 88.. OO . STA. 22+70.88, SEWER �I �23+00 . REMOVE PLUG AND •CONNECT TO (E) ` SEWER rl.s8 i1` LEGENDS F.L. L LI L C.L. CENTERLINE SCO SEWERL T ELEVATION SDMH STORM DR STORM DRAIN OS OUTLETDRN STRUCTURE M.H. L RIGHT-OF—WAY CB CATCH BASIN TYP TYPICAL INV. INVERT BEGINBC EC END CURVE TEMP. TEMPORARY P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE L PROPERTY LINET.O.C. TOP OF CLEANOUT SUBSTANTIALSCM LAT. LATERAL EXISTING C.O.B. I I L WFE WALL FOOTINGPRIVATELY EASEMENT MAINTAINED SCP STREET CONSTRUCTION N.O.R.S.D. I VER PLANIDISTRICT STORMI .1 A.P. POINTPLAN ANGLE SURVEY MONUMENT PER . MANHOLE } DRAIN G CONSTRUCT SEWER MANHOLE PER N.O.R.S.D. DETAILSTANDARD -11. DRAIN0 CONSTRUCT STORM . PER C.O.B. STANDARD DETAILS -; - -, CONSTRUCT TYPE "" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. -1 . SEE ALSO IL „1„ ON SHEET . DRIVEWAYPROPOSED I • 0 T. 0 M yo TOP OF M.H. ELEV. J60.0 Toe TOP OF CLEANOUT ELEV. 1 T- SEE SHEET 1 WELL f' ( 1 --(E) STORM DRAINLINE (E) SEWER LINE •CONSTRUCT STORM DRAINI PER C.O.B. . CONSTRUCT SEWER LINE PER N.O.R.S.D. STANDARDS. TRACT BOUNDARY PHASE BOUNDARY CENTERLINE •- -- -- -- -- -- TRIGHT-OF-WAY OR PA WATER LINE-SEEL CALIFORNIASERVICE. I I II . FW—FIREI I --I I LETTERSECTION -- -- - SECTION DESIGNATION SECTION SHEET WHERE 2 1 CURVE NUMBER FOR CURVE DESCRIPTION 1EASEMENT DESIGNATION, SEE EASEMELEGEND ON SHEET 1 i -- SEE CONSTRUCTION SCHEDULE VEST. TRACT 7093 FUTURE STREETCOORDINATES. 1 STATION SWR 1 SEWER LINE SD 1 STORM DRAINI GENERAL NOTES: 1. ALLIT . ' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2. ALL PIPEL INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 3. ALL SEWER LATERALS L " IN SIZE UNLESSI . DRAIN4. SEE PLAN FOR SEWER AND STORM MANHOLES' DIAMETER SIZES. NOTES. CONSTRUCT CATCH BASINC.O.B.TIL -1 . SEE ALSO DETAIL "" ON SHEET. CONNECT (E) DRAIN LINE. ADJUST L I I . CONSTRUCT 4" SEWER LATERAL PER N.O.R.S.D. STANDARD DETAIL S-3. CHISEL A LETTER "S" ON TOP OF CURB. INSTALL REDWOOD STAKE IF NO CURB IS CONSTRUCTED. PROPOSED WATER LINE -SEE L LI I WATER SERVICE FOR DETAILS. EXISTING UTILITY LINES; DRAIN, SEWER, LATERAL, MANHOLES AN SUMP ARE ... #:. r * y SEWER AND ■. DRAIN PLAN. ENGINEERCONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY OF ANY DISCREPANCIES. ! LATERAL CONNECTION ,HAVE A MINIMUM DISTANCE OF '" OF CONTRACTORS ENSURE y ALL MANHOLES, FRAMES, COVERS (ON PAVED AND NON —PAVED AREAS) ARE CONSTRUCTED PER, RESPECTIVE AGENCY STANDARDS. SEWERA. PER ~.► DETAILS II, * DRAINB. STORM DETAILS AND y CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN STUB LOCATION yND INVERT SURVEYED PRIOR PLUGGING AND ■ 1 TRENCH. r 4 r I i i uj