Loading...
HomeMy WebLinkAbout1.2-6968 Ph 1 Record Drawing- - - -- -- - - .L._ NG. N0 rs-oauPcroe� N�'S4'31"W 1980.23' PROJEC '2 Sl TE 7 St -b4"14-E 1319.54'\ -�/" - _ _ _ _ INTERSECTIO `t SICU ROM THE POINT i V DENOTES SHEET NUMBER KEY MAP (M RQ. NO.584-ARTENAL) TRACT 7264 SCALE: 1" = 200' APPROVED I UTILITY TRENCH SIDE q SEWER MAIN R/W ck MULTIPLE UTILITY TRENCH 5, 5' I TYP. i iYP. 4' I I ( FINISHED STREET COMBINATION _ LOT PAD I COMBINATION ( SIDEWALK GRADE SIDEWALK 5' MIN. I i i 60" ( 36" TYP. TO i MAX. toa i TYP. * 2% MIN. ; ( 2% MIN. V Ililill I T MAI' NO SCALE WATERLINE SIDE RjW 5' 5' a 4' TYP. ' 39 t; CL WATERLINE LOT PAD m 5' MIN. TO ",r MAX. SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND * FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM - UTILITY TRENCHES SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS �_ OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS ON DEEP SEWER, SLOPE LATERALS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHENTO LOT LINE SO THAT THE END OF CROSSING OVER THE WATERMAIN. LATERAL IS WITHIN REQUIRED A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE TOLERANCE. BE CONSTRUCTED OF A CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC PIPE OR EQUIVALENT, DETAIL CENTERED ON THE PIPE BEING CROSSED. TYPICAL SEWER LATERAL INSTALLATION STORM DRAIN IMPROVEMENTS UNIT PHASE 1 PHASE 2 PHASE 3 1 PHASE 4 1 PHASE 5 1 PHASE 6 PHASE 7 PHASE 8 1 PHASE 9 1 TOTAL 18" STORM DRAIN LF 82 - 171 - 166 41 51 124 572 1206 24" STORM DRAIN LF - - - - - 91 676 167 _ 934 30" STORM DRAIN LF 758 - 144 278 442 187 - - - 1810 36" STORM DRAIN LF 660 278 299 - - - - - - 1238 STORM DRAIN MANHOLES EA 3 - 1 - 3 1 2 1 2 13 CATCH BASINS EA 4 - 4 - 4 2 2 1 1 18 JUNCTION BOXES EA 1 - 2 - - - 1 - - 4 OUTLET STRUCTURES EA 1 - - - - - - - - 1 SEWER IMPROVEMENTS UNIT PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 PHASE 6 PHASE 7 PHASE 8 PHASE 9 TOTAL 8" SEWER LINE LF 1454 1483 1470 1458 1463 1473 1382 1515 1212 12912 12" SEWER LINE LF 1303 - - - - - - - - 1303 4" LATERALS LF 1371 1475 1466 1490 1486 1479 1442 1436 1418 13063 STANDARD MANHOLES EA 8 5 6 5 6 5 5 5 4 49 TEMPORARY CLEANOUTS EA 1 - - - - - - - - 1 STANDARD G.O.B. STORM DRAIN NOTES 1. 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 65-1.068, "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 UNE 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 CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN UNE. 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, NTH 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 PIPS, 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 INA 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 NTH 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 MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. 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 NT ENCASEMENTS AND MANHOLES 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 OMER 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. ALL MANHOLES AND CLEANOUTS (EXISTING AND PROPOSED) WITHIN TRACT SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 5. COMPACTION TESTS COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 6. DAMAGED ITEMS ANY ITEMS DAMAGED IN THE 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 REQUIRED BY THE CITY ENGINEER. 7. STANDARD DETAILS THE FOLLOWING CITY OF BAKERSFIELD APPROVED STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: D-11, D-14, D-16, D-17, D-18, ST -6, ST -22 IF ALL PHASES ARE NOT TO BE CONSTRUCTED SIMULTANEOUSLY, ADD A SEWER CLEANOUT AT EACH PHASE BOUNDARY PER N.O.R.S.D. STD. PLAN S-6 & PLUG OPEN END OR BUILD TO THE NEXT MANHOLE. OWNER/DEVELOPER LANDSTONE COMPANIES, LLC 4927 CALLOWAY DRIVE, SUITE 101 BAKERSFIELD, CA 93312 CONTACT PERSON: MATT WADE CITY Ops TEL. NO.: (661) 679-6780 BASIS OF BEARINGS. KERN CO THE BEARING OF N 0 49'33" E SHOWN FOR THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 5, T. 29 S., R. 27 E. ON K.C.S. FILED MAP NO. 7-1 BOOK 6, PAGE 50 WAS USED AS THE BASIS OF SEWER BEARINGS SHOWN HEREON. BENCHMARK: CONSY' K.C.M.B.M. 3.39 PER K.C.S.F.B. #1170, PG. 30 FOUND CH. 1/4 CIRCLE ON TOP OF CURB AT WEST END OF THE SOUTHWEST CURB RETURN AT QUAIL CREEK/SNOW ROAD FOR T ELEVATION = 403.02' (PER 2003 COUNTY DATUM) PH N.O.R.S.D. STANDARD NOTES 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 TOP OF THE COVER 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 VIDEO 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 E AIR TESTED, AFTER ALL UNDERGROUND UTILITIES ARE CONSTRUCTED, AND PRIOR TO PLACING STREET PAVEMENT. I 9. EXISTING SEWER LOCATION AND FLOWLINE SHALL BE VERIFIED IN THE FIELD BY CI THE CONTRACTOR BEFORE START OF CONSTRUCTION. THE DISTRICT SHALL BE IM NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. IM 10. ONE COMPLETE SET DRAWINGS (MYLARS) SHALL BE FURNISHED TO THE DISTRICT A ON COMPLETION OF CONSTRUCTION. I 11. ALL PHASES SHALL BE CONSTRUCTED SIMULTANEOUSLY. IF CONSTRUCTION IS A PHASED, INSTALL A TEMPORARY CLEANOUT PER N.O.R.S.D. STD. DTL. S-6 JUST A BEYOND THE PHASELINE OR BUILD TO THE NEXT MANHOLE. C E LEGEND: ABBREVIATIONS F.L.FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE _ ELEV. ELEVATION SMH SEWER MANHOLE A N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE DISTRICT NO. 1 SDJB STORM DRAIN JUNCTION BOX T.O.M. TOP OF MANHOLE CB CATCH BASIN T.O.B. TOP OF JUNCTION BOX GB GRADE BREAK INV. INVERT S/W SIDEWALK EL/ELEV. ELEVATION FH FIRE HYDRANT PA PROPERTY LINE D.W.S. DESIGN WATER SURFACE E.P. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY EX./EXIST. EXISTING CWS CALIFORNIA WATER SERVICE C/G CURB & GUTTER IRR IRRIGATION s PROPOSED GATE VALVE &VALVE Q SURVEY MONUMENT N BOX - SEE CWS PLAN 0 STORM DRAIN MANHOLE PER C.O.B. EXISTING GATE VALVE STD. DET. SW -4 & SW -5, 48" DIA. )N , PROPOSED FIRE HYDRANT UNLESS OTHERWISE NOTED. ASSEMBLY - SEE CWS PLAN STORM DRAIN JUNCTION BOX EXISTING FIRE HYDRANT PER C.O.B. DET. D-17. $ PROPOSED 2" BLOWOFF CATCH BASIN W/ 3.5' OPENING ASSEMBLY - SEE CWS PLAN PER C.O.B. STD DET. D-14, PIPE SIZE UNLESS OTHERWISE NOTED. /-PIPE SEWER MANHOLE PER 8"S --UTILITY ® N.O.R.S.D.'S STANDARD DETAIL S-7. W -WATER S -SEWER G -GAS D -DRAIN EXISTING SEWER MANHOLE NI EXISTING SEWER CLEANOUT P 35� TOP OF MANHOLE CI 35TOP OF ,UNCTION BOX - - CENTERLINE ----D- CONSTRUCT STORM DRAIN PER C.O.B. STD. �+ S CONSTRUCT SEWER PER N.O.R.S.D. STANDARD w PROPOSED WATER - SEE CWS PLAN -- - - -- - - - - --- TRACT BOUNDARY EXISTING SEWER EXISTING GAS P �������••��•• PHASE LINE DI OEASEMENT LEGEND N a ITEM OF WORK - SEE SCHEDULE SECTION LETTER ,--- -- A 2 :SHEET WHERE SECTION IS SHOWN DI INDEX OF SHEETS N SHEETTITLE E SHEET TITLE 1. COVER SHEET 9. ESTES PARK STREET 2. SNOW ROAD 10. CREEDE STREET 3. MOFFAT STREET 11. NORTHGLEN WAY AND 4. LA JUNTA STREET RANGLEY WAY 5. KOWA STREET 12, BASALT STREET 6. NEDERLAND WAY 13. AVON STREET 7. ILIFF STREET 14. THORNTON WAY 8. GRANDY STREET 15. SUMP & TEMP. SUMP DETAILS 16. SEWER CONSTRUCTION PLANS & DETAILS BAKERSFIELD NTY CALIFORNIA • STORM DRAIN RUCTION PLAN SACT N0. ASES 1 TO 10 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) 326-3576 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 & C.O.B.-STORM DRAIN) NGINEER'S STATEMENT HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE TY OF BAKERSFIELD ORDINANCES AND DESIGN STANDARDS FOR STORM DRAIN PROVEMENTS AND NORTH OF RIVER SANITARY DISTRICT NO. 1 FOR SEWER PROVEMENTS AND THAT THEY INCLUDE ALL IMPROVEMENTS OF THE ADVISORY GENCY OR OTHER REVIEW BOARD. AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND NY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS ND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION AND SUCH ORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY NGINEER. k :)PROVED BY: ROGER A. McINTOSH R.C.E. 33322 EXP. 6-30-20 7 Z -/ UH I�_. STORM DRAIN IMPROVEMENTS REVIEWED/APPROVED BY: STUART PATTESON, R.C.E. N0. 44898 EXP. 3-31-20 DATE ASSISTANT PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD COLAS FIDLER, R.C.E. 61069 UBLIC WORKS DIRECTOR TY OF BAKERSFIELD EWER IMPROVEMENTS REVIEWED/APPROVED BY: r %TRIj2K OSTLY STRICT MANAGER fJ DRTH OF RIVER SANITARY DISTRICT N0. 1 DATE AMES GARDINER, R.C.E. 48280, [DATE STRICT ENGINEER ORTH OF RIVER SANITARY DISTRICT NO. 1 V T usg •i4O ...s -A Know what's below. 0111 before you dig. ml N ERL AND W Y Tu EE t4EET VTTM 7264 ii -' I I I I 5' I I I I I I -► I I I I I J SUMP Q N o 1,• 37 P 36 35 ' 34 33 0 : 3 2a, ' 20, 32 1 3 3 30 29 28 '` 27 .26 25 ' 24 I' 23 22 o to M w I I I I I i �p I i I X o .$ V)_j3 SEE SHEET 15 w o 3 I I ` z v, 1 '`�� v� 38 I z I I I I _ 30' 30' I I I , I Iz .� I I i I I 21 Z .� % = tiv�i I J�3 ��� I _ 1 I I I p o I I I _ I I I I I J_ _N _V) "CIL 2. lil ' _ co CO m N I Z 44 1 1 I I I I O Op tZ V, t0 (O Q'ozr`Oilm Q OD ao I 1 I ++ 1 g I I I I Q I I Q n °�° a aaoo 000 'ri W� sol t_ c +rn I 1 1 I CK 04 N I I I I ! 1� oco I 1 I 1 I +� a ��� o: d o LLI m I I I I I w�H IM I I� N 1 1 X N NN , + a w+ I Q m m EX. 10" IRRIGATION UNE R/'�► N Qm i Q Q k'=1_0 (0 LJ m m I°Oa R m m PER SEPARATE PLAN PER SEPARATE PLAN m m m m m STRUCTURE PER 30 IRRIGATION N O _ _ _ _ _ _ &STRUCTURE TO BE REMOVED 30' IRRIGATION UNE IRRIGATION INLET UNE w ~ Q m o _ SEPARATE PLAN U) FL - - -- -- -- -- -- - - -- i IR IR IR IR IR IR IR J IR IR IR IR 2 IR IR *EXISTINGI2" SEWER 1 12" SEWER 2 65' 2 I 2 12" SEWER 400.00' S S "S ao g i 3 � EXST. 12 SEWER - 12 SEWER 295.74 - 2 30" IRRIGATION UNE ►� �n ao r- a 12 358.16 PER SEPARATE PLAN �' to u)M �' �" 10' IRRIGATION UNE 12" SEWER R 10.00' i PER SEPARATE PLAN 16+00---t'7+00---------18+00------------`00-------20+M---------2t+---------22+00---------23+fJ0--- --2 00----------25+00---------26'++M----------27+W - - - --28"0---------29•+`OO------- 30+00 --�TRACT- '_ r _-- BOUNDARY S885414"E 556.39'----------------------------------------------------S8854'14E- STA 16+6279 C L _TRACTBfMAW---------------- TRACT BOUNDARY ° TRACT BOUNDARY STA. 29+82.32 C. INTERSECTION EX. 10" IRRIGATION STA. 22+19.17 C.L. SNOW ROAD CL = (PROTECT IN PLACE) STA. 10+00.00 C.L. NEDERLAND WAY CL SNOW R EXISTING TRACT 7229 STA. 16+62.79 C.L. TO 29+82.32 C.L. CrAI F• 1" = Fin' HOP17ONTAI * IF SEWER ALONG SNOW ROAD FRONTING TRACT 7264 HAS NOT BEEN 1" = 5' VERTICAL CONSTRUCTED PRIOR TO CONSTRUCTION OF TRACT 6968, THEN THE DEVELOPER OF TRACT 6968 SHALL CONSTRUCT SEWER FROM THE POINT OF CONNECTION SHOWN ON TRACT 7264 SEWER PLANS AT THE INTERSECTION OF SNOW ROAD & QUAIL CREEK ROAD TO THE POINT OF CONNECTION SHOWN ON THESE PLANS. TRACT 7264 SEWER & STORM DRAIN PLANS MUST BE APPROVED PRIOR TO THE APPROVAL OF THESE PLANS. APPROXIMAT€E FINISHED 410 II IPROXIMA FINISHED1�° 408 _ - - �0� - -- I-----1-- --I-----R"-- -- `----- -- ---{ --- --- 6 - 406 }} , �m t FLOWLINE 404 4 02 'f' (l o ( I I' i -" EUV. I i _J_- I I I I LtJZ 1 STORM DRAIN MANHOLE - - - - - 390 CB R/w T.O.M. I I I GRADE BREAK 4 TOP OF JUNCTION BOX S/W i INV. I FH FIRE HYDRANT EL./ELEV. ELEVATION i DESIGN WATER SURFACE I Q 1M0 EX. RIGHT--OF-WAY i i M ! I I t0 M I 1b" Ex. IRRIGA V. ON CURB & GUTTER j STANDARD IRR T.O.0 d �(~nw SURVEY MONUMENT I 6 PROPOSED GATE VALVE & VALVE 0 STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN STD. DET. SW -4 & SW -5, 48" DIA. EXISTING GATE VALVE r , � V- PROPOSED FIRE HYDRANT � STORM DRAIN JUNCTION BOX 1 ASSEMBLY - SEE CWS PLAN PER C.O.B. DET. D-17. � CATCH BASIN W/ 3.5' OPENING $ PROPOSED 2' BLOWOFF t ' I 3 UNLESS OTHERWISE NOTED. • i I ; PER PIPE SIZE N.O.R.S.D.'S STANDARD DETAIL S-7. 8"S-UTILITYI W -WATER S -SEWER (**INV. � ' I EXISTING SEWER CLEANOUT otl,1 i tV 1+ RIP RAP I 400 I I I 398 396 i �� I ` I I I j I i 394 392 � � i i- i i I .� I I � °• •i I .�• . �. j � i I i 1 � �'."- f 2 i 3902 I12" i TIN1. 12" SEER388 SE I i ( INV. 12" !SEWER I 12" 3 SEW W I r 386�' 384 w Z ,�� -' -22,r7 O - a I .31 ,� M o r N z I CONTRAC VERIFY THE TNNF" THE TIE 1 THE ENgNEER OR IS TO INVERT!EU=VA7I LOCATI FIELD & NOTI Y I i I I I 1 i O j z r iIn �, vUCl ) 56 �w 0 0' N >> .( I I ; I I I I i i , I I O z ^ i 1 3z�, �Ito cpi) 0N 0 0>>>� I I I I i i I ! ( a ? � i I ( � z� r' 1'�3w 0 NN �I I I i � I I i I I 1 i , I I I I I m Z w 0O i� iv � � z z -- � ar I tii � " F v i I 1. I 382_ Imo+ Cal.- (� i �[ + i I I I ! i I O zd,100 N -- N r I I i I o� I z - _- d ��'* 1� I i I I 1 I i j I I I I _z Zt�ii- ZZ - �p 1 i ! J 1 i z o o cq C4 �r�0' I c��� a0cpv I i 380�a�+, Lil V) Lil LaJ 0: G I I O .- cp �� I # �d,�, W 0 �C �' > 4" M I I 0 Lil J W� I m 378 0.11 LF EXST. i i W(00I-J J r, i w i W I uj _5 J r, i r, i I ( I I i I i I j W�� I JJ r, i w j I I j ; I I INSTALL 10.00 LF 12' 376 SEWER 0.20% 1 STALL 2 .65 LF � 12" P C SDR 5 SEWER 00.20%1 INS ALL 295.4 LF 0 12" PVC SDR 35 EWER 0.20% i INSTILL 400. LF OF 2" PVC R 35 SEWER .20% INSTALL 358.16 LF F 12" P SDR 35 SEWER 0 0.20% .20% RIP RAP 17+00 418 416 414 412 410 408 406 402 I� I 388 DMINNSUNS CRATES 398 1 ' 396 INSTALL ---t2"- 61.36 - - 1!3 LE OF 04% FLOWLINE I 1 o 394 M.H./MH -" EUV. 392 SMH n am CO LtJZ 1 STORM DRAIN MANHOLE - - - - - 390 CB R/w T.O.M. 18+00 19+00 418 416 414 412 410 4 - 408 406 404 402 400 398 396 394 392 390 -- -- -� B/W 388. 1 -- --A SECTION 1 * 1 I 2 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. LIP TEMPORARY 12" DRAIN & TEMPORARY GRATED INLET SHALL NOT BE CONSTRUCTED IF THE STREET IMPROVEMENTS ALONG THE FRONTAGE OF TRACT 7264 HAVE BEEN CONSTRUCTED PRIOR TO CONSTRUCTION OF TRACT 6968. IrP15 1-145 '-At C­NS�E ( TN9te'!) 20+00 21+00 CE SEWER MAIN CE STORM DRAIN 5' I 5' TYP. TYP. � I FINISHED STREET j f �-_ GRADE I I I 45° ELBOW 2% MIN. i1' MIN. CLEARANCE 22+00 23+00 R/W 5' 5' i 4' TYP. ' 3' ' COMBINATION TYP. i LOT PAD SIDEWALK I m 36" TYP.' 4' MIN. 30'/36 STORM DRAIN 8" SEWER , I � I WYE ROTATED AT 45 ° SEWER LATERAL & STORM DRAIN CROSSING DETAIL SCALE: NO SCALE SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES 24+00 25+00 PLAN 14/EW 26+00 4MC RATED NE'LDED PRODUCT ANAMERA DMINNSUNS CRATES B C HA MELDED U23 r 2' s' U21 -HT INSTALL ---t2"- 61.36 - - 1!3 LE OF 04% FLOWLINE I 1 C.L. CENTERLINE M.H./MH MANHOLE EUV. ELEVATION SMH M ( LtJZ N J STORM DRAIN MANHOLE - - - - - DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK INV. VZ FH FIRE HYDRANT EL./ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE PA Q 1M0 EX. RIGHT--OF-WAY W M CWS I t0 M EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER j STANDARD IRR _ T.O.0 TOP OF CLEANOUT �(~nw SURVEY MONUMENT 6 PROPOSED GATE VALVE & VALVE 0 STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN STD. DET. SW -4 & SW -5, 48" DIA. EXISTING GATE VALVE r , � V- PROPOSED FIRE HYDRANT � STORM DRAIN JUNCTION BOX 1 ASSEMBLY - SEE CWS PLAN PER C.O.B. DET. D-17. EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5' OPENING $ PROPOSED 2' BLOWOFF t ' I 3 UNLESS OTHERWISE NOTED. • i I ; PER PIPE SIZE N.O.R.S.D.'S STANDARD DETAIL S-7. 8"S-UTILITYI W -WATER S -SEWER (**INV. � TEMP. I EXISTING SEWER CLEANOUT otl,1 i 12" DRAIII i O'x10'x6" RIP RAP 418 416 414 412 410 4 - 408 406 404 402 400 398 396 394 392 390 -- -- -� B/W 388. 1 -- --A SECTION 1 * 1 I 2 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. LIP TEMPORARY 12" DRAIN & TEMPORARY GRATED INLET SHALL NOT BE CONSTRUCTED IF THE STREET IMPROVEMENTS ALONG THE FRONTAGE OF TRACT 7264 HAVE BEEN CONSTRUCTED PRIOR TO CONSTRUCTION OF TRACT 6968. IrP15 1-145 '-At C­NS�E ( TN9te'!) 20+00 21+00 CE SEWER MAIN CE STORM DRAIN 5' I 5' TYP. TYP. � I FINISHED STREET j f �-_ GRADE I I I 45° ELBOW 2% MIN. i1' MIN. CLEARANCE 22+00 23+00 R/W 5' 5' i 4' TYP. ' 3' ' COMBINATION TYP. i LOT PAD SIDEWALK I m 36" TYP.' 4' MIN. 30'/36 STORM DRAIN 8" SEWER , I � I WYE ROTATED AT 45 ° SEWER LATERAL & STORM DRAIN CROSSING DETAIL SCALE: NO SCALE SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES 24+00 25+00 PLAN 14/EW 26+00 4MC RATED NE'LDED PRODUCT ANAMERA DMINNSUNS CRATES B C HA MELDED U23 r 2' s' U21 -HT PRECAST STRUCTURE WALL AND FLOOR MIN SAND BEDDING AND BACKFILL COMPACTED TO 95X AS7M - D1557. MIN SE. = 45 6' THICK CONCRETE APRON 2' DEPRESSION - TAPERED FROM LEVEL GRATE 70 MATCH SURROUNDINGS B GRATED INLET/CATCH BASIN 2 SCALE: NO SCALE CONSTRUCTION NOTES: OCONSTRUCT TEMPORARY STORM DRAIN GRATED INLET/CATCH BASIN PER DETAIL B ON SHEET 2 O2 CONSTRUCT WITH PHASE 1. OSTUB & PLUG WITH PHASE 1. CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN UNE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFIWNG TRENCH. 27+00 28+00 LEGEND: 351.9 T.O.M.. f ----�'� ,ABBREVIATIONS 351.9 T.O.S. F.L. FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE EUV. ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE - - - - - DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK INV. INVERT FH FIRE HYDRANT EL./ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE PA PROPERTY LINE XRW EX. RIGHT--OF-WAY E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER STANDARD IRR IRRIGATION T.O.0 TOP OF CLEANOUT SURVEY MONUMENT 6 PROPOSED GATE VALVE & VALVE 0 STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN STD. DET. SW -4 & SW -5, 48" DIA. EXISTING GATE VALVE UNLESS OTHERWISE NOTED. V- PROPOSED FIRE HYDRANT Q STORM DRAIN JUNCTION BOX ASSEMBLY - SEE CWS PLAN PER C.O.B. DET. D-17. EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5' OPENING $ PROPOSED 2' BLOWOFF PER C.O.B. STD DET. D-14, ASSEMBLY - SEE CWS PLAN UNLESS OTHERWISE NOTED. 0 CONSTRUCT SEWER MANHOLE PER PIPE SIZE N.O.R.S.D.'S STANDARD DETAIL S-7. 8"S-UTILITYI W -WATER S -SEWER EXISTING SEWER MANHOLE G -GAS D -DRAIN EXISTING SEWER CLEANOUT 29+00 414 412 410 408 406 404 402 400 398 396 394 392 390 388 386 384 382 380 378 376 30+00 30+75 LEGEND (CONT.): 351.9 T.O.M.. f ----�'� t)001 351.9 T.O.S. .�----''` TOP OF JUNCTION BOX 351.9 T.O. .�----''` TOP OF CLEANOUT - - - CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. STD. CONSTRUCT SEWER PER N.O.R.S.D. STANDARD 29+00 414 412 410 408 406 404 402 400 398 396 394 392 390 388 386 384 382 380 378 376 30+00 30+75 LEGEND (CONT.): 351.9 T.O.M.. ----�'� TOP OF MANHOLE 351.9 T.O.S. .�----''` TOP OF JUNCTION BOX 351.9 T.O. .�----''` TOP OF CLEANOUT - - - CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. STD. CONSTRUCT SEWER PER N.O.R.S.D. STANDARD S w PROPOSED WATER - SEE CWS PLAN - - - - - - - - TRACT BOUNDARY EXISTING SEWER EXISTING WATER EXISTING STORM DRAIN EXISTING GAS PHASE UNE OEASEMENT LEGEND ® ITEM OF WORK - SEE SCHEDULE SECTION LETTER `---- -- A 2 SHEET WHERE SECTION IS SHOWN SCALE: 1 " = 50' 50' 25' O' 50' 100' Know what`s below. Call before you dia. IINRAA ��A Q z N W rl-- `45 O n z U W ry F— W ry z � W 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 388 386 384 382 NEDERLAND WAY SEE SHEET 6 i I_ i 51 r j1'� �� (� �' I O ' J� J �..I- r J I J I JCD 1 v v, 1 0 1 0 1 O 1 0 1 0 { g o u� 1 20' 20' 1 1 IcQin 2 I O 3 p 1 0 5 1 r' O 1 0 7 IM o N�`r8 •1 , 1 W V OC MC3 Q y M M v M M ac .- O� 3O' I 3O o �.t _ -� i J Q 1 W I W I W I w I I C Z t> t+! +y > 1 0 o _ ! U) I U) ! cn I cn 1 vs 1 0 in W z I: o I %1 ao m oo -� ¢ 1 1 j ' 1 00 1 00 1 /P 0 1 0 1 c6 ¢ m 0 w M M \ + S + W + a� Z W� o I I TYP. r- LOL I 00 M M a W�^ 00 vv, 1 + + + +C14 + CL Q r7 Q ���d :r F¢- 1 1 < / 1 R/Wa¢- 1 < 1 cn c in z o z "� Lj — )F7771 A7777h 36' 11+00 FL 12+00 1 'r' o 0 13+00 18" DRAIN DRAIN 3fl - 1 35' DRAINAGE EASEMENT TO BE DEDICATED WITH THE FINAL MAP THE I � J 1 8" SEWER 221.53 9L W--- - - - 8"W- E Tp � - - I I+ 8" SEWER o - - - - RrM I 25.42' z W O I _ �, � CWS PIAN o 0 11 �" O o o O I H z_ h C N 1 37 0i 36 I o I aS 1 35 W 0i W 3 LO cv �z '-O co, c6 1 W I J tD O o b, 10 l I pehM I d++a+ 38 01 twi> `n !z 1 1 0o z-'� W no N o 1 I ' ' M i Uj (3 (5 Q w to I " � LLJ N OJ ' � P ` n M � J z 06 06 U I o W m J� } 0 00 00 1 000 z 0 J W J Q(0(0 o + 20' I � m++ Mo Ed_' I 1 U U) I o 1 X17 �rnrn 30' 1 v ' cmpL+-W �� VaN '-- ' ' 1 Q QN I i I C~.P N I 1 I � v 8"S UIESI ;, ; W -WATER S -SEWER I av Q +� rP w Li 221.54' 18" DRAIN 4 ,j -I 9j ¢ J + 18" 1 I I I+ I I 8"W-SEEac I 25.42' ,,,•, I I 25.42' I 0 I 1 tD 0^ O { Z M 1 qB i N 29 33 I N 131 i LO CD CD 1 I C J tD O W Ln b, 10 N pehM I vwi 0 twi> m twi> 1 z cy- m no N o M O M d' d? i J Z I J LLJ .r > o �s++ J N J Uci .4 ii ` z W m J� } 5 C.O.B. 1 000 z 0 J W J N N6' ' W W{ 20' 20' 1 O 1 12M ro ILO a 1 Mo Ed_' 0 X15 M I o 1 X17 30' 30' o r+om cmpL+-W Q '-- PER C.O.B. STD DET. D-14, 1 Q -! 1owns ,j -I 9j ¢ I DISTANCE L1 I I I+ I I 8"W-SEEac I 25.42' ,,,•, I I 25.42' I 0 I 1 tD 0^ O { Z M 1 N W i N 29 i N 28 I N 131 i LO j z 14. 1 I C J tD O O Q j -1 Z I vwi 0 twi> twi> twi> 1 z 1 to 1 J O M d' d? I J ' M I J I J co �•`) I p I J I J I I J I _ m J� } h 1M C.O.B. EASEMENT TO BE x $ o N6' ' W W{ 0 10° 1 0 1 M11 1 O 1 12M l 0 1 I M 1 W13 0 1 1 14� 0 X15 1 o 1 16M I o 1 X17 1 0 1 18° 1 O 1 X19'' o °C 20� �Z�>W C" n I PER C.O.B. STD DET. D-14, 1 m + I INV. 18" DRAIN INSTALL C~.P N I PIPE SIZE � I 1 I I I I I I I I 1 1 I I I I I 8"S UIESI ;, ; W -WATER S -SEWER I av Q +� rP w Li I �`' I "� w I `�`' W I I I I I I w I w a I ' ori pp -i cc "' W 1 w U) t U) { U) I 1 w U) I w W w I cn w 1 (r 1 U) 1 cn g I as ,� +' � c}- 0 M 1 00 M 1 0o M I °�° 1 O 00 1 O 06 M 1 PA 00 ( \ M TYP. 1 0 M 1 06 M I Oo M Q o+ x N --t-4 Eau I 0 C14 CD� 00 I LO I ICID I i I CD(% M 1 Icy) I • I Z I 1 n c� za o 1 ± 1 ± 1 1 1 h 1 ± o+ Q U) 4-- � W z I I ( I . I W W DRAIN 158.2o! 21+00 J 11 8 N "1 5+ pp 1 FI 16+00 J IO 'n 117+00-21--'1 18 00 I 19+ 1 20+00 I i , I (- i j I i I z W !• ' a aI -! 1owns "c=i 1- ,j -I 9j ¢ m++ DISTANCE L1 � 27.82' I+ 32 r -QW •a+- 8"W-SEEac ¢ F- 1 � I 1 F- (f) U) cn cn 25.42' ,,,•, 1 N 0.48'31" E 25.42' 1 CWS PLAN 1 0 0 1 tD 0^ O { Z m N W I N 1 W 30 N 29 i N 28 I N 131 Q LO j z 14. I I C I, Lu i Nz0 a i j -1 Z I vwi 0 twi> twi> twi> 1 z V>W 1 - EX./EXIST. 1 C 1 cd ' M !m eh -1 0 co �•`) I O CO + tILI- +a7 0.41% I t+a7 I c+p c+p I _ m J� } h 1M C.O.B. EASEMENT TO BE ' - ' I 0 . 1 "c=i 1- ,j -I 9j ¢ m++ DISTANCE L1 � 27.82' I+ Q r -QW •a+- 1 ¢ F- 1 � I 1 F- (f) U) cn cn 25.42' ,,,•, 18" N 0.48'31" E 25.42' M O ry C.1 LF � INSTALL m I 0 I E. I W 3 Q t V) j z 14. SIDEWALK W tt J N m C I, Lu i Nz0 a i I I I N I W �� W z w tnwwww 1 I I C) CALIFORNIA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. ! ! 30' DRAINAGE EASEMENT IN FAVOR STALL 473.42 LF a OF THE COUNTY OF KERN PER -RCP 0.41% TOP OF CLEANOUT DOC. N0. 000217045757, 0 R. -- - -------- V DRAINAGE 0 INV. 18" DRAIN " C.O.B. EASEMENT TO BE I I NEDERLAND WAY SEE SHEET 6 MOFFAT STREET STA. 10+00.00 C.L. TO 21+09.57 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL s —1-- -- S- - 8" SEWER 346.59' - °C u p C C C C C C 1 N 1 N 1 N 1 0i 0i CD CD of 0i 1 N 1 N 1 27.-,, ' 26 ' 25 � ' W 24 ' 23 � ' 22 ' L0 000W Id ILLj� I I W I I { x z J W Iz .W 1 1 ! 00 1 1 M 1 W N I W N c 1 rn 1`` p/L h 1 N 1 00 1 + 1 cn 21 = n I� .- I I `'�' I I � I p I <00 <+ 1 + r CD v' ! v' 1 v' 1 v' I v' I v' I `v ��1 N ¢ x Uj I •N I I I I I NU) ¢I N N 9+00 SEWER LATERAL LINE TABLE UNE 1 1 I I I I DISTANCE L1 � 27.82' L2 N 0.4831" E 0 vi 18" w 25.42' L5 18" N 0.48'31" E 25.42' M O ry n� LF � INSTALL 42.75 Lt I 0 I E. I � � I t V) j z 14. SIDEWALK W tt J N m - ifi m i a ' LI— ELEVATION _ DESIGN WATER SURFACE N I W EX. RIGHT-OF-WAY W z w tnwwww 1 I I C) CALIFORNIA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. ! ! 30' DRAINAGE EASEMENT IN FAVOR STALL 473.42 LF a OF THE COUNTY OF KERN PER -RCP 0.41% TOP OF CLEANOUT DOC. N0. 000217045757, 0 R. -- - -------- V DRAINAGE 0 INV. 18" DRAIN " C.O.B. EASEMENT TO BE 1 s I 0 01 0% DEDICATED WITH 1 1 © THE FINAL MAP ASSEMBLY - SEE CWS PLAN o� INST LL I LF OF " RGJ-RCP 0 0.1 z C" n I PER C.O.B. STD DET. D-14, 1 m + I INV. 18" DRAIN INSTALL C~.P N I PIPE SIZE � I 1 I I I I I I I I 1 1 I I I I I 8"S UIESI 9+00 SEWER LATERAL LINE TABLE UNE BEARING DISTANCE L1 S 4411'29" E 27.82' L2 N 0.4831" E 19.67' 18" N 0.48'03" E 25.42' L5 18" N 0.48'31" E 25.42' L6 18" INSTALL 52-75 LF � INSTALL 42.75 Lt � I I I � I � � I t V) j z 14. SIDEWALK W tt J N m - ifi Nz tL ' !n Q w ai FIRE HYDRANT EL./ELEV. ELEVATION _ DESIGN WATER SURFACE J M M > d 1,,1w to W W t+1 J V) fn U x j 1- ' EX. RIGHT-OF-WAY W z w tnwwww EDGE OF PAVEMENT Q how CALIFORNIA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. ! ! I I I STALL 473.42 LF a 36" R -RCP 0.41% TOP OF CLEANOUT ® SURVEY MONUMENT WW J s PROPOSED GATE VALVE & VALVE 0 INV. 18" DRAIN " C.O.B. ® 2.94% 1 s I 0 01 0% , 1 limit 8" 1 1 © i ASSEMBLY - SEE CWS PLAN i INST LL 557.25 LF OF " RGJ-RCP 0 0.1 % $ PROPOSED 2" BLOWOFF PER C.O.B. STD DET. D-14, 1 ASSEMBLY - SEE CWS PLAN I UNLESS OTHERWISE NOTED. INV. 18" DRAIN INSTALL -1.5& 0 LF OF 30 RGJ RCP Q 0.10% PIPE SIZE 1 i N.O.R.S.D.'S STANDARD DETAIL S-7. 8"S UIESI ;, ; W -WATER S -SEWER EXISTING SEINER MANHOLE i i G -GAS D -DRAIN EXISTING SEWER CLEANOUT --t-4 I ( i M • I Z 4-- W z I I ( I I W w n z 0 ( 0 W 'I1oa J IO as O I J I1 (I { 1 I i , I (- i j I i I z W !• ' a aI - I 1 J 0 G 0 tO =IM � 0 Oz O x OQ it) I } I ( c i >>> z C3 » >> Q 1 ZZZ' —I lJ Q I Z - Z Z O i ( ! I 1 ( I j ! I Q» z z I i J M I -4 z 1 _— i _ M I ( i E ; 1 i { j �� az Q oLi + Q o Q i� o to �+ m I i i , I � ` ( I I i I Q o I i I 1 ( � � cin I i i I jj> jj> Qa QwWiww M ( f ! I i a I.;j I —��oQ>W _+o I I 1 ! � 11 1 ( J J N N W W W W A { I { ( _ FR9 I ! J J ( fly I ��• I V) +J APPROXI GRADE ATE FINISHED CENTER NE i p�' I j ' I �• �. c% --4 I i I j i �fl' = y5 ; I _ ADE 0 - - TERUN - - i .7 T O.M• _ IE � I S I r f i ' I , I i I i I � 1 I �, f � I ] � i , ; I j ( �• � � j � I I i I I 1� ' ( } � 1 i � �• i 1 I I i I � 1 � i i � � '., I j ; I f } I 8" WATER . I i I I • 11 I •{ ...�..-----?---• V. 8" R [��rm��EwER_,_ I i INV. >�_SEWER- - _ 2 - - 120' x 20'' 1 x 12" - - i I f I ( ` I I I 1 INV. 8" ISEWER 1 1 1 ! INV. 30 " RAIN I 1 ( { I I INV. 30" AIN 1 RIP R PAD { ' INV. 36"} DRAIN INV. 30' DRAIN ' • ' I ' I ■ ■ � t°olw .i I 10 i I { } i , f 1 I i " ' = ' i ( I I t i I I ( ` ` j f I DR NAGE SUP I } uri Ewa >� a ( ; I ( 1 , MNojtnz3# I p �ti E a a s i Oo 00 00 1 I { i I f I no'3 o ap �p I II 1 j { , I i I a 00 II I 21 ■+ 1 I O j 0 00 >z w 1 1 i O Vf Z�iz_Z_Z_ , 1 I I 1 1 J f -10 Z ,�, I i ■ C-4 ; J'1z Oma.- , } f 0- _ I 0 Q'05 I I '0 �1 i I I I _ n m ■ i j I Z �0D�+ i f I i Z l51 �n I I I iQ+Irnrnrn Z a-- l? l7 t� 1 } I j ( i Z �i �i I f I 1 I I Q o I ( +s' MMM - IAr I a I±0 > 1 ��ii.11 W Q J • J 3 QIWL�W W j I i f j 13 W !n > Q J !n W I I i i i f ( 1 i ( ( I Q W V) W _ V) V) W AI I i 21,5 " C_SDR_ 5 - V) W " - V) !n W W I LF OF " f 9+00 SEWER LATERAL LINE TABLE UNE BEARING DISTANCE L1 S 4411'29" E 27.82' L2 N 0.4831" E 19.67' STORM DRAIN UNE TABLE UNE SIZE BEARING DISTANCE L3 18" S 0'48'03" W 15.42' L4 18" N 0.48'03" E 25.42' L5 18" N 0.48'31" E 25.42' L6 18" S 0.5449" W 15.42' 10+00 11+00 418 416 414 412 410 408 406 404 402 CONSTRUCTION NOTES: 400 U1 CONSTRUCT WITH PHASE 1. STUB & PLUG WITH PHASE 1. CONTRACTOR SHALL HAVE THE 398 STORM DRAIN UNE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFILUNG TRENCH. 396 /D CONSTRUCT LATERAL & STORM DRAIN CROSSING PER DETAIL C (D ON SHEET 2. 394 392 A SECTION 3 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 12+00 I SECTION NSTALL I 25.42 I INSTALL OF 18" GJ -R ; OF 15.4 18" RGJ LF R P ABBREVIATIONS 0 -011 % INSTALL 25.4 00.20% FLOWLINE R/W 3 I CENTERLINE i MANHOLE uU) ; ELEVATION r z ow cnz3 NORTH OF RIVER SANITARY M q*N STORM DRAIN MANHOLE M u a � CB CATCH BASIN T.O.M. I r 11 ; ; W z - I CU>j»w> ZZZzi �� t V) j z 14. SIDEWALK W tt J N m - ifi Nz tL ' !n Q w ai FIRE HYDRANT EL./ELEV. ELEVATION _ DESIGN WATER SURFACE J M M > d 1,,1w to W W t+1 J V) fn U x j 1- ' EX. RIGHT-OF-WAY W z w tnwwww EDGE OF PAVEMENT Q how CALIFORNIA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT ! CURB & GUTTER ' I STANDARD IRR IRRIGATION T.O.0 TOP OF CLEANOUT ® SURVEY MONUMENT WW J s PROPOSED GATE VALVE & VALVE 0 INV. 18" DRAIN " C.O.B. ; 1 s , I , 1 limit 8" 418 416 414 412 410 408 406 404 402 400 398 396 394 392 13+00 14+00 15+00 LEGEND: 3`� I ABBREVIATIONS �B. INSTALL 25.4 F.L. FLOWLINE R/W RIGHT -O= -WAY C.L. CENTERLINE M.H./MH MANHOLE �/ ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE - - -- TRACT BOUNDARY DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB (MADE BREAK T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK INV. INVERT FH FIRE HYDRANT EL./ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE PA PROPERTY UNE XRW EX. RIGHT-OF-WAY E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER s�Q STANDARD IRR IRRIGATION T.O.0 TOP OF CLEANOUT ® SURVEY MONUMENT WW J s PROPOSED GATE VALVE & VALVE 0 STORM DRAIN MANHOLE PER C.O.B. ~ BOX - SEE CWS PLAN STD. DET. SW -4 & SW -5, 48" DIA. EXISTING GATE VALVE UNLESS OTHERWISE NOTED. 1 YJ PROPOSED FIRE HYDRANT © STORM DRAIN JUNCTION BOX ASSEMBLY - SEE CWS PLAN i PER C.O.B. DET: D-17. EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5' OPENING $ PROPOSED 2" BLOWOFF PER C.O.B. STD DET. D-14, 1 ASSEMBLY - SEE CWS PLAN I UNLESS OTHERWISE NOTED. INV. 18" DRAIN ® CONSTRUCT SEWER MANHOLE PER PIPE SIZE 1 i N.O.R.S.D.'S STANDARD DETAIL S-7. 8"S UIESI ;, ; W -WATER S -SEWER EXISTING SEINER MANHOLE i i G -GAS D -DRAIN EXISTING SEWER CLEANOUT 16+00 17+00 18+00 19+00 418 LF 416 414 412 410 408 406 404 402 400 398 396 394 392 LEGEND (CONT.) 3`� I TDP OF MANHOLE �B. INSTALL 25.4 LF TOP JUNCTION BOX 351.9 T. 00.12%1 TOP OF CLEANOUT - - - CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. STD. � S CONSTRUCT SEWER PER N.O.R.S.D. STANDARD W PROPOSED WATER - SEE CWS PLAN -- - - - - - - -- TRACT BOUNDARY H::, W EXISTING SEWER EXISTING WATER - EXISTING STORM DRAIN M0 Ix 00 0 r -M, EXISTING GAS ��•-�� ���� PHASE UNE OEASEMENT LEGEND J ITEM OF WORK - SEE SCHEDULE SECTION LEITER �--- -- A 2 SHEET WHERE SECTION IS SHOWN 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 388 386 384 382 20+00 21+00 22+00 404 I I B I INSTALL! 15.42 INSTALL 25.4 LF R r ® -X0.19% 00.12%1 I � N I � 0 0ro�z p o z Ila H::, W W to 3 (p W W z M0 Ix 00 0 r -M, �� WZ J W I z Z Z Zw z t�i_in ' �� V' !V5) { 1 --1 !n s�Q .tea �d+� U —0 �oQW WW J U zoW } 1 cnW,1 w I 1 � 1 EI 1 1 moi•, i , �!! 1 I I INV. 18" DRAIN ; INV. 18 I DRAIN I I 1 i I ;, ; 1 j "t INV. 8" i i 418 416 414 412 410 408 SCALE: 1 " = 50' 50' 25' O' 50' 100' 406 404 402 1 i 400 s r 398 3}e� 396 c 394 392 �� t nraLi Know what's below. CaII before you dig. B SECTION HORIZ. r R r 3 SCALE: 1" = 50' 1" = 5' VERT. Know what's below. CaII before you dig. NEDERLAND WAY SEE SHEET 6 412 410 408 406 404 402 400 398 396 394 392 390 388 386 384 382 PHA S r 1 I 1 1 1 8"W—SEE CWS PLAN I I I I I I 1 f I PHASE 1 I , r t 1 i { { { { I I { I I P!-1A(:,r {J tI01uII I I I I NEDERLAND WAY SEE SHEET 6 LA JUNTA STREET STA. 10+00.00 C.L. TO 21+40.86 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL I -L- � I 1 I I t I I I I I 1 EXISTING STORM DRAIN i EXISTING GAS { I OEASEMENT SEWER I ITEM OF WORK - SEE SCHEDULE I f I I F.L. I RIGHT-OF-WAY f I LINE f BEARING DISTANCE C.L. CENTERLINE M.H./MH MANHOLE t t 37.60' t ELEV. ELEVATION SMH SEWER MANHOLE , I Com,, NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE L2 S D'48'31' W 11.62' DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK L3 --a—� S 611222" E 26.66' T.O.B. f SIDEWALK A-4- ROXIMA FINISH i' INVERT FH FIRE HYDRANT L4 S 0'48'31" W 13.60' EL /ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE L5 ' S 0'48'31" W 9.25' Qo PA (� I ,� EDGE OF PAVEMENT CWS +-GRAM®CETERUNE L6 j S 5014'18" W 41.44' J)-Qa- 0 Q EX./EXIST, EXISTING K.C.D.S. I 1 tl)� I og 1 2 o R I 1 3 o f o I t M A 1 `t o M f o t ff) -�-- I 1 -y o f 1 o � I t TOP OF CLEANOUT o a;9 ZJg �W 1 Q SURVEY MONUMENT 6 PROPOSED GATE VALVE & VALVE ~ er STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN ( EXISTING GATE VALVE UNLESS OTHERWISE NOTED. yr-, PROPOSED FIRE HYDRANT —---I---r---- STORM DRAIN JUNCTION BOX ASSEMBLY - SEE CWS PLAN W I 3{ I W I W IPL I $ PROPOSED 2' BLOWOFF I �y g J I PER C.O.B. STD DET. D-14, ASSEMBLY - SEE CWS PLAN UNLESS OTHERWISE NOTED. cn I I t cn I �n /—PIPE SIZE t (. f P.) v- I v) 1 8"S —UTILITY: o � W -WATER S -SEWER M t K�j t M t M t t+� EXISTING SEWER CLEANOUT M t M tpo tri 000 t �n^ �W C14+ I C14CL I +I I +I I I C)_+I _ i WW�+ F- F- F- F- F- R/W F- F- � cn I- t -47777N I .Z 47� A77777\ 47777'IN 8v WAFER 47� U W / t 1 D QDl- 1 OO o o 12+00c4 FL 13+�g9'11'29"E 496.38' 00 ry ' t; Q I N J - S { - s - -c, - - _ - _ S - W 1 t 8' SEWER 275.00' N 8" SEWER 25D.00' � `FL It�IV. 8' � i � � �,� � i } � a romm A � f If ( � INV. ' SEWER I R/W 8rW-SEE II 1Io ne, t o t o CWS PLAN , o , *�o o , o , o ,3 0N 41 w I 40 I I 38 I�'�W 13� { N34■ , o W � INV. 8k�' SEWER X39 to 3 i 3 LLj 06 ( 06 IZ 06 It 00 {+ , It 06 {1 0 +a It + +LU It +I<+ qt L + 0CO00 Z• )Z , �Nr tr)Q y+, tI� N r 1 + ++ +d � U) { a cn a (nI- IF A P) r 7 {waw k 412 410 408 406 404 402 400 398 396 394 392 390 388 386 384 382 PHA S r 1 I 1 1 1 8"W—SEE CWS PLAN I I I I I I 1 f I PHASE 1 I , r t 1 i { { { { I I { I I P!-1A(:,r {J tI01uII I I I I NEDERLAND WAY SEE SHEET 6 LA JUNTA STREET STA. 10+00.00 C.L. TO 21+40.86 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL I -L- � I 1 I I t I I I I I 1 10+00 11+00 12+00 13+00 14+00 15+00 EXISTING STORM DRAIN i EXISTING GAS { BRE`tnAnONS OEASEMENT SEWER LATERAL LINE ITEM OF WORK - SEE SCHEDULE SECTION LETTER I A 2 F.L. FLOWUNE R/W RIGHT-OF-WAY LINE I I BEARING DISTANCE C.L. CENTERLINE M.H./MH MANHOLE t S 2113'10" E 37.60' ELEV. ELEVATION SMH SEWER MANHOLE , I N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE L2 S D'48'31' W 11.62' DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK L3 --a—� S 611222" E 26.66' T.O.B. f SIDEWALK A-4- ROXIMA FINISH i' INVERT FH FIRE HYDRANT L4 S 0'48'31" W 13.60' EL /ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE L5 S 0'48'31" W 9.25' PA (� I ,� EDGE OF PAVEMENT CWS +-GRAM®CETERUNE L6 j S 5014'18" W 41.44' EX./EXIST, EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G STANDARD — ("� -�-- IRR IRRIGATION T.O.0 TOP OF CLEANOUT Q SURVEY MONUMENT 6 PROPOSED GATE VALVE & VALVE ~ er STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN STD. DET. SW -4 & SW -5, 48" DIA. EXISTING GATE VALVE UNLESS OTHERWISE NOTED. yr-, PROPOSED FIRE HYDRANT —---I---r---- STORM DRAIN JUNCTION BOX ASSEMBLY - SEE CWS PLAN PER C.O.B. DET. D-17. EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5 OPENING $ PROPOSED 2' BLOWOFF PER C.O.B. STD DET. D-14, ASSEMBLY - SEE CWS PLAN UNLESS OTHERWISE NOTED. ® CONSTRUCT SEWER MANHOLE PER /—PIPE SIZE N.O.R.S.D.'S STANDARD DETAIL S-7. 8"S —UTILITY: W -WATER S -SEWER EXISTING SEWER MANHOLE G -GAS D -DRAIN EXISTING SEWER CLEANOUT I i i 8v WAFER It�IV. 8' � i � � �,� � i } � a romm � f � ( � INV. ' SEWER I I 8" , � INV. 8k�' SEWER I i � , I k p PO ' I i O ao i ( O cPn 00 00 ap k ( I ( J 00 ° 1 j i p ao z zLLjz i Z __ I i I 4 I O� zNz w -C-4N E j l i { ( _� ( I ( I f I O z S i S W i S CLdf_ Q i } I i a + M i I W) to Q01) Ci }M�, M N j` ' I INSTAL. 275.00 L F OF W i j PVC SD I 35 SE i I 0 -0. ( 4 4% 13 W w in J k w I INSTALL j 250. L F OF 8" PVC � R 35 EWER 0 f 2.69% I 3b�wwww W J J- J w w i'ji w t INSTALL ( 340.00 Lf 8' PVC ( SDR 35 01L.03% � cncn ¢Ww j ji W I !INSTALL 40.00 L ( " OF 8 PVC SDR i I 5 SEWER'. 0 0.24% l�_—� i 3 W 1cn o; W �I r I 10+00 11+00 12+00 13+00 14+00 15+00 11j 17+00 18+00 LEGEND (CONT.) TOP OF MANHOLE TOP OF JUNCTION BOX TOP OF CLEANOUT - - - CENTERLINE CONSTRUCT STORM DRAIN PER C.QB. STD. s CONSTRUCT SEWER PER N.O.R.S.D. STANDARD w PROPOSED WATER - SEE CWS PLAN --- - - --- TRACT BOUNDARY EXISTING SEWER EXISTING WATER EXISTING STORM DRAIN TABLEe� EXISTING GAS LEGEND BRE`tnAnONS OEASEMENT SEWER LATERAL LINE ITEM OF WORK - SEE SCHEDULE SECTION LETTER A 2 F.L. FLOWUNE R/W RIGHT-OF-WAY LINE I I BEARING DISTANCE C.L. CENTERLINE M.H./MH MANHOLE L1 S 2113'10" E 37.60' ELEV. ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE L2 S D'48'31' W 11.62' DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK L3 S 611222" E 26.66' T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK INV. INVERT FH FIRE HYDRANT L4 S 0'48'31" W 13.60' EL /ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE L5 S 0'48'31" W 9.25' PA PROPERTY LINE XRW EX. RIGHT--OF-WAY E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE L6 S 5014'18" W 41.44' EX./EXIST, EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER STANDARD IRR IRRIGATION T.O.0 TOP OF CLEANOUT Q SURVEY MONUMENT 6 PROPOSED GATE VALVE & VALVE ~ 0 STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN STD. DET. SW -4 & SW -5, 48" DIA. EXISTING GATE VALVE UNLESS OTHERWISE NOTED. yr-, PROPOSED FIRE HYDRANT 0 STORM DRAIN JUNCTION BOX ASSEMBLY - SEE CWS PLAN PER C.O.B. DET. D-17. EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5 OPENING $ PROPOSED 2' BLOWOFF PER C.O.B. STD DET. D-14, ASSEMBLY - SEE CWS PLAN UNLESS OTHERWISE NOTED. ® CONSTRUCT SEWER MANHOLE PER /—PIPE SIZE N.O.R.S.D.'S STANDARD DETAIL S-7. 8"S —UTILITY: W -WATER S -SEWER EXISTING SEWER MANHOLE G -GAS D -DRAIN EXISTING SEWER CLEANOUT 11j 17+00 18+00 LEGEND (CONT.) TOP OF MANHOLE TOP OF JUNCTION BOX TOP OF CLEANOUT - - - CENTERLINE CONSTRUCT STORM DRAIN PER C.QB. STD. s CONSTRUCT SEWER PER N.O.R.S.D. STANDARD w PROPOSED WATER - SEE CWS PLAN --- - - --- TRACT BOUNDARY EXISTING SEWER EXISTING WATER 19+00 20+00 CONSTRUCTION NOTES: (1 CONSTRUCT PIPE SADDLE PER PIPE SADDLE DETAIL ON SHEET 6. (NOT USED) O2 CONSTRUCT WITH PHASE 2. 412 410 408 406 404 402 400 398 396 394 392 390 388 386 384 382 21+00 22+00 SCALE: 1 " = 50' 50' 25' 0' 50' 100' h x J 3� o f� � Know what's below. Call before you dig. EXISTING STORM DRAIN EXISTING GAS PHASE LINE OEASEMENT LEGEND ® ITEM OF WORK - SEE SCHEDULE SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN 19+00 20+00 CONSTRUCTION NOTES: (1 CONSTRUCT PIPE SADDLE PER PIPE SADDLE DETAIL ON SHEET 6. (NOT USED) O2 CONSTRUCT WITH PHASE 2. 412 410 408 406 404 402 400 398 396 394 392 390 388 386 384 382 21+00 22+00 SCALE: 1 " = 50' 50' 25' 0' 50' 100' h x J 3� o f� � Know what's below. Call before you dig. i I I i • a 420 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 ,4- W Z N w O n` O LLJ U w I--- LLJ w � �— LL- ' 1 R/W NSTALL 11.00 C.L. 1 M.H./MH OF 19' RGJ-RCI'RGJ-R P H ,/\ % r 41 ,8 �_ rI _� _�__ I �__ _�� rW i ■ to M a _, t , 6'w—SEE , GRADE BREAK INSTALL I I SIDEWALK 1� C) I o I o CWS PLAN I o , o I o I i PROPERTY UNE J J J 1 J J J J . J J —� .� 1 p I I � o 2 N I o I I N 3 I o 4, N I o I N M I � o I o I o I I N '7 I 8 o I N I o N I Q I v 1 cl Pei) Q � W, 00 O � co Mco co I '0P/L l JOl �J )� - z IR I o w W I 3 3 JJN �_ I rve I �"r•� 3 P� I N W)i I w W 10 I m O 2v N to to I N I turn O 00 to I � � p,pE SIZE (n � ■ Z , o d d I -t + 06 I a0 I 00 I 00 Z 00 00 I oQ .I! I 00 ( 00 I 00 . M I� )000 O ,A 0) -id to } C>o 01 , } , N F 1 O UNE N +0 00 ` o +0 N 0) + o N + + + W' d���0 d t1 V7 Q L5 18' N57"16'49"E 49.18' n SHEET WHERE SECTION IS SHOWN ANN, a- a- o ■ i- a I Q I Q I Q w r l Q I Q I Q I Qa�l? IN m—t 1=->' �j --- - f -t� A777771\ ff A ---Ix A7� -- - n! I R" CFWFR )R-410' ! I J MO R" CFUUFR 0��10' N ■ ABBREVIATIONS FLOWUNE R/W NSTALL 11.00 C.L. ' M.H./MH OF 19' RGJ-RCI'RGJ-R ELEV. LF OF ,8 �_ _ _� _�__ I �__ _�� rW i ■ to M , TOP OF MANHOLE , 6'w—SEE , GRADE BREAK INSTALL I I SIDEWALK 1� C) I o I o CWS PLAN I o , o I o I i PROPERTY UNE p Ilx� EX. RIGHT-OF-WAY E.P. 1 CWS CALIFORNIA WATER SERVICE M • z U I N� w 41 � 1 w 40 w w 9 38 I W w W 37 36 � , .J W J.{ � �j � NW 1 cl Pei) Q � W, 00 O � co Mco co M '0P/L l M m+WlW U O -j +, + O , + 1 I + I N , N rve I �"r•� n I U J V o. N N N N -_—_ } N ® I W W W p,pE SIZE N.O.R.S.O.'S STANDARD DETAIL S-7. j I .3 420 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 388 386 384 NEDERLAND WAY SEE SHEET 6 NORTHGLEN WAY SEE SHEET 11 Q a Q Q P H' IN r KOWA STREET STA. 10+00.00 C.L. TO 21+89.70 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Q 10+00 ABBREVIATIONS FLOWUNE R/W NSTALL 11.00 C.L. ' M.H./MH OF 19' RGJ-RCI'RGJ-R ELEV. LF OF ,8 SEWER MANHOLE N.O.R.S.D. 0--0.11% I I X0.11 T i CB to M T.O.M. TOP OF MANHOLE GB GRADE BREAK INSTALL 49.18 LF OF SIDEWALK INV. INVERT FH 00M EL./ELEV. oil D.W.S. rZ i PROPERTY UNE p Ilx� EX. RIGHT-OF-WAY E.P. 1 CWS CALIFORNIA WATER SERVICE M Z W C/G J .- •- M >>> STANDARD W IRRIGATION .J W J.{ I �j Z Z Z Z --� { W J. 1 cl Pei) Q � W(75 ~Mto 00 N!)to Elf -j m+U- J cl 1" RGJ-RCP pj 06 to m+WlW J ASSEMBLY - SEE CWS PLAN �a.`S m O o .raj U Zo o. WWW U Z�tL -_—_ } 22.68' ® in m W W W p,pE SIZE N.O.R.S.O.'S STANDARD DETAIL S-7. j I .3 T.O.M• W -WATER S -SEWER i EXISTING SEWER MANHOLE G -GAS D -DRAIN EXISTING SEWER CLEANOUT !114STAII" i UNE SIZE I � ,'r. t 551 - - - - A L5 18' N57"16'49"E 49.18' n SHEET WHERE SECTION IS SHOWN illl ; IN 18" DRAIN J Y. INV. 8' DRAIN! I UU ! INV. 8'SEWER ! i 1 j I N z I I V I i O b ( I I i I s I } I I V I ( II . I o �� i I M c0 I I O 00 (000 Z I i i z _zz z .J W .z 3 I ! { ( I j 1 •: { I 3 i 1 } I i -� d • I d t� i z I Q m+a�n`'rrn ti 00 C] Qi +,0)rn too M I o+Maa'irn { I APPROXI GRADE I ATE ANI CEN ED NE I! i i i �2 I o > a W w { ( Q w w I-- Q o.i > i A'ROXIM TE FINISH p { ��. i W W .� j { i - J J U z W GRADE 0 ENTERUN - -�4 tO.B. # ol 13 tO.B� ^— !_ —;— I --- -- — — Q — -- -- — — ---- N-V-.eW, TO i I ( al —..�• I i t -- i ,2 i i ? I i I '�•i ' I I i ' i I 7 1 7• • I • u�. �`- • ` t i I i �I � i F � I I i I i I � � INV -11? DRAjN� i i � y i I I 2 ' INV. I i t ! I i i 2 8' SEVfiR I I j INV. 8' SEWER 1 I t �- -- .L._. --i.• - - i I ( I I I ( f1 j i •} I ( 2 --- INV. ' DRAIN VILL." 8"f{ SEWER2 I { • -----•-� . 2SEWER I . �o II 3 . II o 0 s ' Oo00 n00 0•0- t °"i 0) 00 00 Zco o, 2 00 -� LLI 2Z 7 Z W (} Z ZZJ- 00 't^ I J (, p Z�� -(I -fI{ Z � , =d 00 Uj c -�A tO�0r On) �iS I T1 ! 'f i } + O� i S i I j ` i � ►M MrnMt� MMN!QtDMMM !f ! t da9�, + j ( +-rnw-J MM i i w M ! !4 I i I Wi i i 1 1 �� ( INSTALL253.1 LF OF 8 PVC R 35 0 - 24% I N i W ( INS 253.9 LF OF I a i8 PVC R 35 S 2 i ,1.70% I o w w w to - W W J " 8 INSTALL PVC SDR 165.00 IF 35 OF ®0.24 o¢ W w tD I- J J m �"�' IN TALL 26 16 LF " 8 PVC ; { SDR 35 0 .69% { w VI J J W W I } INSTALL f i " 250.84 OF 8 PVC SDR 5 SE 0.49 10+00 A SECTION 5 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 420 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 11+00 12+00 13+00 14+00 15+00 16+00 LEGEND: F.L. ABBREVIATIONS FLOWUNE R/W NSTALL 11.00 C.L. ' M.H./MH OF 19' RGJ-RCI'RGJ-R ELEV. LF OF ,8 SEWER MANHOLE N.O.R.S.D. 0--0.11% I I X0.11 T i CB to M T.O.M. TOP OF MANHOLE GB GRADE BREAK M TOP OF JUNCTION BOX NM ( SIDEWALK INV. INVERT FH 00M EL./ELEV. oil D.W.S. rZ 3Wm PROPERTY UNE p Ilx� EX. RIGHT-OF-WAY E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE M Z W C/G J .- •- M >>> STANDARD W IRRIGATION .J W J.{ I �j Z Z Z Z --� { W J. ® cl Pei) Q � W(75 ~Mto 00 N!)to Elf -j m+U- J cl W O pj 06 to m+WlW J ASSEMBLY - SEE CWS PLAN �a.`S m O o re) .raj U Zo o. WWW U Z�tL -_—_ } 22.68' ® in m W W W p,pE SIZE N.O.R.S.O.'S STANDARD DETAIL S-7. j I .3 T.O.M• W -WATER S -SEWER i EXISTING SEWER MANHOLE G -GAS D -DRAIN EXISTING SEWER CLEANOUT i UNE SIZE I � ,'r. t 551 - - - - A L5 18' N57"16'49"E 49.18' n SHEET WHERE SECTION IS SHOWN illl ; IN 18" DRAIN J Y. INV. 8' DRAIN! I UU ! INV. 8'SEWER ! i 1 j I A SECTION 5 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 420 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 11+00 12+00 13+00 14+00 15+00 16+00 LEGEND: F.L. ABBREVIATIONS FLOWUNE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK INV. INVERT FH FIRE HYDRANT EL./ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE PA PROPERTY UNE XRW EX. RIGHT-OF-WAY E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER STANDARD IRR IRRIGATION T.O.0 TOP OF CLEANOUT ® SURVEY MONUMENT L1 6 PROPOSED GATE VALVE & VALVE ~ ® STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN STD. DET. SW -4 & SW -5, 48" DIA. EXISTING GATE VALVE 8.16' UNLESS OTHERWISE NOTED. V, PROPOSED FIRE HYDRANT 0 STORM DRAIN JUNCTION BOX L3 ASSEMBLY - SEE CWS PLAN 37.53' PER C.O.B. DET. D-17. EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5' OPENING $ PROPOSED 2' BLOWOFF PER C.O.B. STD DET. D-14, ASSEMBLY - SEE CWS PLAN UNLESS OTHERWISE NOTED. NOO.48'31"E 22.68' ® CONSTRUCT SEWER MANHOLE PER p,pE SIZE N.O.R.S.O.'S STANDARD DETAIL S-7. 8•S—UTILITY: niiA •,,,,. r • :...,' W -WATER S -SEWER EXISTING SEWER MANHOLE G -GAS D -DRAIN EXISTING SEWER CLEANOUT 17+00 18+00 19+00 20+00 21+00 420 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 388 386 384 22+00 22+50 LEGEND (CONT.):_ T.aM• 35� CONSTRUC o ION NOTES: CONSTRUCTION TOP OF MANHOLE WATER LINES ARE SHOWN FOR REFERENCE ONLY. SEE CAL WATER 4 35�. TOP OF JUNCTION BOX PLANS FOR DESIGN AND FOR RESOLUTIONS TO CONFLICTS WITH AT 1 T.0'C' OTHER UTILITIES. F 35.9 TOP OF CLEANOUT �. - - - CENTERUNE Q CONSTRUCT WITH PHASE 3. CONSTRUCT STORM DRAIN PER C.O.B. STD. S CONSTRUCT SEWER PER N.O.R.S.D. STANDARD w PROPOSED WATER - SEE CWS PLAN SEWER LATERAL UNE TABLE — - - - - - - — TRACT BOUNDARY UNE BEARING DISTANCE EXISTING SEWER SCALE: 1 " = 50' L1 N48'01'31"W 44.84' 50' 25' O' 50' 100' EXISTING WATER L2 SOO 448'31 "W 8.16' EXISTING STORM DRAIN L3 S5610'080W 37.53' EXISTING GAS L4 NOO.48'31"E 22.68' r° PHASE UNEj"FS,{°.. n a� O EASEMENT LEGEND niiA •,,,,. r • :...,' STORM DRAIN LINE TABLEa ® ITEM OF WORK - SEE SCHEDULE SECTION LETTER UNE SIZE BEARING DISTANCE ,'r. t 551 - - - - A L5 18' N57"16'49"E 49.18' n SHEET WHERE SECTION IS SHOWN 0 ?-.OA-16 Know what's below. Call before you dig. �nnue 4 AT 1 F �. Know what's below. Call before you dig. �nnue W 31 W) cn 00 6" MIN.—'1 6" MIN. /"- 8" SEWER CEMENT SLURRY CONCRETE PIPE SADDLE DETAIL PER C.O.B. STD. DET. D-9 SCALE: NONE ,SE SAND 420 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 388 386 384 382 SNOW ROAD SEE SHEET 2 b if t( g MOFFAT STREET SEE SHEET 3 LA JUNTA STREET SEE SHEET 4 KOWA STREET SEE SHEET 5 I R II - ■ 11 1 1 ! 1 1 1 1 1W 1 1--- -- -- -- -- ---11 I 1 1 I 1--- -- -- -r- -- -- ---11 1 11111111 1 SNOW ROAD MOFFAT STREET LA JUNTA STREET KOWA STREET SEE SHEET 2 SEE SHEET 3 SEE SHEET 4 SEE SHEET 5 NEDERLAND WAY STA. 10+00.00 C.L. TO 17+70.16 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 7, n r t - U) w g N LQ W ,Lu o Z Y 10+00 11+00 CONTRACTOR TO VERIFY LOCATION & INVERT ELEVATION PRIOR TO BACKFILL AND PROVIDE INFORMATION TO ENGINEER. 12+00 13+00 14+00 LSD: ABBREVIATIONS F.L. FLOWLINE R/W i C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK ( INSTALL 17.7 LF OF INSTALL 69.16 LF ; I FIRE HYDRANT EL/ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE PA liNOIALL-02.63% XRW EX. RIGHT-OF-WAY E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE EX./EXIST• EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER STANDARD IRR IRRIGATION T.O.0 TOP OF CLEANOUT Q SURVEY MONUMENT 6 PROPOSED GATE VALVE & VALVE ~ ® STORM DRAIN MANHOLE PER 36" R -RCP OF 18" 0 GJ -RCP gill! BOX - SEE CWS PLAN STD. DEM SW -4 & SW -5, 48" DIA. EXISTING GATE VALVE UNLESS OTHERWISE NOTED. 1@ --PROPOSED FIRE HYDRANT © STORM DRAIN JUNCTION BOX ASSEMBLY - SEE CWS PLAN PER C.O.B. DEM D-17. EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5' OPENING $ PROPOSED 2" BLOWOFF PER C.O.B. STD DET. D-14, O UNLESS OTHERWISE NOTED. ® CONSTRUCT SEWER MANHOLE PER /"—PIPE SIZE N.O.R.S.O.'S STANDARD DETAIL S-7. 8"S —UTILITY.- W -WATER S -SEWER EXISTING SEWER MANHOLE i G -GAS D -DRAIN I EXISTING SEWER CLEANOUT z o ', j I I l ! i i f ! Z I z z3iucn �� o a x x MMM {� ' ( i l (� I ( I _ (� O to fl) Z .40 x Z� fl)—a •O It. I i= I to Zj>j j �i N 1�) w I I ' z_ ZZ_ U I ( ( .—Z } N� N �N .'M ��N 1 I4 I N i'l<� { N r7 �� ± Z Q Z <ON co� � mi j ZZ Z Z to W W �W J L I I j Q a +� Q ( } i O 00 0 Q M M M n;= tD 10 Qj m+QV)i� p W i I �o•' i f a� I n_ ;gin { a ;_tea { .>j j ")°i�' p6 APPROXIM(1TE IGRADE 0 FINISHED CENTERLI E i ai Q j j j� w w w I ! �0 I Cr t { OX�TEISHED ! ��OG ; V w w W. o' W w a �0� w w v V) n_ o w z o j � �Oa`6_-ZT �0� m ' -U� ' ti 8' WATER j 8 1 i I ( 9 1 8" W TER ' } iI -_ • E ( -----" - ----�- - INV. " DRAIN 4 ' I -- - - imv-31c DRAIN INV 8SEWER E �o i I ' z _..1 v)o E 3 i i O g 3 W Z f j • , INV. 8 j M 1 J �n O z 3 ( i 1- v j d (A ori x x x 00 0000 i f �� o Q x x x cj v� � z i I N ZOV N tV �I z O 0 �=Wj OU x x x i i f O �,J x i JI Z ZZ Z 3Z ., Q J OO � V j> j J j( >>> , ( W » ZZ W 0 I ! iit�!•— �Z _Z Z _Iz� �- Vco i ! ZWh NNN(/— !! .:� •N ! I Za.to I_ OD i to 04 04 04 to �Q } • 1OOO rn + �.gAN_� o- 0.-i M �i��11 `— J J a� OQ N�www WWW �Qj_j W i C�coLLJ L J LLJI W OIQ— w �'J J i Ld cotQ— til I I STALL 1 3.62 LF 8 PVC j SDR SEWER 0.412 INST 154.2 LF ii' PVC R 35 ®0.4% 8° PVC SDR 35 SEWER 0.24% } INSTALL 154.20 LF 8' PVC 35iMER ® .52� 4 0.52% } ; i I 10+00 11+00 CONTRACTOR TO VERIFY LOCATION & INVERT ELEVATION PRIOR TO BACKFILL AND PROVIDE INFORMATION TO ENGINEER. 12+00 13+00 14+00 LSD: ABBREVIATIONS F.L. FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK INV. INVERT FH FIRE HYDRANT EL/ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE PA PROPERTY LINE XRW EX. RIGHT-OF-WAY E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE EX./EXIST• EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER STANDARD IRR IRRIGATION T.O.0 TOP OF CLEANOUT Q SURVEY MONUMENT 6 PROPOSED GATE VALVE & VALVE ~ ® STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN STD. DEM SW -4 & SW -5, 48" DIA. EXISTING GATE VALVE UNLESS OTHERWISE NOTED. 1@ --PROPOSED FIRE HYDRANT © STORM DRAIN JUNCTION BOX ASSEMBLY - SEE CWS PLAN PER C.O.B. DEM D-17. EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5' OPENING $ PROPOSED 2" BLOWOFF PER C.O.B. STD DET. D-14, ASSEMBLY - SEE CWS PLAN UNLESS OTHERWISE NOTED. ® CONSTRUCT SEWER MANHOLE PER /"—PIPE SIZE N.O.R.S.O.'S STANDARD DETAIL S-7. 8"S —UTILITY.- W -WATER S -SEWER EXISTING SEWER MANHOLE G -GAS D -DRAIN EXISTING SEWER CLEANOUT 15+00 16+00 17+00 18+00 420 418 416 414 412 410 408 406 404 402 400 I 398 396 394 392 f 390 I 388 386 384 382 19+00 LEGEND (CONT.): STORM DRAIN UNE TABLE 1 TO TOP OF MANHOLE 3519 TOB• LINE SIZE BEARING DISTANCE TOP OF JUNCTION BOX 35� TOP OF CLEANOUT L1 36° N00 48'31'E 17.17' SCALE: 1 " = 50' CENTERLINE L2 18' N31'4637'E 29.16' 50' 25' O' 50' 100' CONSTRUCT STORM DRAIN PER C.O.B. STD. S CONSTRUCT SEWER PER N.O.R.S.D. STANDARD CONSTRU C]]O N NOTES: W PROPOSED WATER - SEE CWS PLAN Q WATER LINES ARE SHOWN FOR REFERENCE ONLY. SEE CAL WATER PLANS FOR DESIGN AND FOR RESOLUTIONS TO CONFLICTS WITH - - - - - - — TRACT BOUNDARY OTHER UTILITIES. MESS, EXISTING SEWER l`_/ CONSTRUCT NTH PHASE 1. NEP EXISTING WATER CONSTRUCT WITH PHASE 2. EXISTING STORM DRAIN Q CONSTRUCT WITH PHASE 3. 559p?l k: EXISTING GAS 5 STUB & PLUG AT PHASE BOUNDARY. CONTRACTOR SHALL HAVE_. s� Q THE STORM DRAIN LINE STUB LOCATION AND INVERT SURVEYED .. PHASE LINE PRIOR TO PLUGGING AND BACKnWNG TRENCH. , OF CN, O EASEMENT LEGEND CONNECT TO STUB WITH PHASE 2. Know what's below. lJ ITEM OF WORK - SEE SCHEDULE (D CONNECT TO STUB WITH PHASE 3. SECTION LETTER P� ! n� � Call before you dig. �CONSTRUCT TEMPORARY CLEANOUT PER N.O.R.S.D. STD DTL S-6 - - - - A (DWITH PHASE 1. REMOVE & RELOCATE WITH PHASE 2. 4 $ 2 /� INSTALL RELOCATED TEMPORARY CLEANOUT PER N.O.R.S D. T SHEET WHERE SECTION IS SHOWN l'J DTL. S-6 WITH PHASE 2. REMOVE & RELOCATE WITH PHS 3: " 1 I I I I 1 I I I I 1 9*W - SEE CWS PLAN I t F F 1 J L -� -j -i J 1--j: 1--j: 1--j: 10 0D 1 0 N 0 Ui m . x C� CC� C� C� Ui 04 to F= m I (" cli 04 04 cli 04 04 c*4 c*4 C1.4 cD a Of (x W La zo 8 9 10 1 W z USZ-j2 3 4 5 6 Z LLI A2Ujcf) L015 W LLj LLj Uj UjC14 Uj 3i- 3:: W- I 3i- I W 3- (n 09 Uj Uj Uj Uj Uj LLj -1 .06 1 Uj Lj Uj Ld O -J o6 00 Q0 100606 0 (n (n PA I ct) 8 (n n 0) 1: (n (n ct) (n (n (n CN z .6 V (TYP-) - .6 P) zoo C6 C6 C6 C6 C6 cd 00 Z C6 .6 .6 00 OD 04 M 40 + + CL LO 00 r- m 00 40 + 40 c*4 (.0 (D eJ['n + + + + + + + + >2 �2 `t + '? L6 Uj I- I ;� QV) V) Cncn C Kn f)[V) cf) V) RIW U) (n - - �=- f7)7777K A77771\ A777�7 x 4777771� < C)■ S 8* SEWER 3FLS 35.00' 8m SEWER 335.0% S — — co 11+00 2 12 00 13+00 S89*11'29*E 661.38' 14+00 2 15+)0 16+00 I 1 1 -C3 ■ cl-11, n FL Ft Of z ~ ' `R/W W SEE 'w Of Of er CWS PLAN Lt_ cc C! C� C> c� C! C! m C� 0 (n to F= I 6,,J� cr- of of of Of W Uj 'W 34 32 2 31 D38 37 36 35 33 40 39 Uj Uj Uj Uj Uj bj =3 Uj Uj Uj o— 41 (n (n (n (n (n co cn Uj 9 - I (n I I - - - I - - (n m — co 106 06 PO n n n 1? 06 1? 00 -1 co co 06 00 co 00 + c) < C2 + �PA (113 c14 ci cl� 6 (D c*4 40 n to ci (D 00 m c14 CD (TYP-) c' I + + + + + + + �' �`'¢ US 9 * 06 -c■ I QIcn 1+ 1 �2 1 �2 1 fl - U) I �I� I (n U) U) 1 U) U) 1 I U) 'PHA�E 4' IzNI sew 4:3* ___j 412 410 408 406 404 402 400 398 396 394 392 390 388 384 U') 0 0) C) .15" (c14; CD N r1i C� C� to 5 Of 04 04 a; W cr- cr- cc 20', 17 18 c" 2W`4 0 13 14 15�z��16�4WI CJ 19 2103 (n Uj W ��: 3i- Uj 0 PA Ld V) -30, 30, LLI LLI Lq W LLJ L'i ;t 71) 0000 co cn ct) 0 z Uj z 06 (TYP-) C6 C-4 Uj Uj z C6 C6 a < z co co(D < 0 V) V) Uj + cf) m LO ++ I'- LO LO cn C6 6 40) 40) 40 04 z to to < juj C-4 I C-4 I < < < V) (n R/W t— cn cn L cn L + to I 11'29*E 476.45 E2W m PHASE 3 CWS PLAN Ig �! I NORTHGLEN WAY SEE SHEET 10 ILIFF STREET STA. 10+00.00 C.L. TO 21+37.83 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ABBREVIATIONS FLOWLINE R/W C� C.L. CWS PLAN ID C� (D MANHOLE (D (2) 00 -.- P, b c) STORM DRAIN MANHOLE DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB z c)M c) TOP OF JUNC11ON BOX 130 11 29 a- w28 27 'x �026 1 25 Lj wc24 IW 1 NcjIQ c) + 04 PROPERTY UNE Li (n EX. RIGHT-OF-WAY E.P. T - CWS CAUFORNIA WATER SERVICE WA16• - — -------- K.C.D.S. I C; 23 0- 1 -7777 CURB & GUTTER 06 06 co co C6 10D INV. 30" DRAIN 06 co C6 U, 1 5'- STORM DRAIN MANHOLE PER C.O.B. 04 m c14 c*4 40 (TYP.) UNLESS OTHERWISE NOTED. 40 �t 6 m 0� & <+ & 20' 0, ASSEMBLY - SEE CWS PLAN INV. 6* SEWER EXISTING nRE HYDRANT CATCH BASIN W/ 3.5 OPENING PROPOSED 2' BLOWOFF WL6 cn 30, 30, 1(n 1 ct) I v~i v~i (n CONSTRUCT SEWER MANHOLE (n /—PIPE SIZE 00,002 OD 8'S —UTILITY'. L3 L 6.21' W 0 Z z 0-i G -GAS D -DRAIN Z 00 i 000 b 0 06 c6 <00 L4 N58*26'19"E 4- CUL, '10� 4 L6 Ui PHASE UNE + L5 -j 40.21' 4 — ---------- O EASEMENT LEGEND L6 NOO*49'31*E 17.46' &S/ON O ITEM OF WORK SEE SCHEDULE >; SOO*48'31*W m PHASE 3 CWS PLAN Ig �! I NORTHGLEN WAY SEE SHEET 10 ILIFF STREET STA. 10+00.00 C.L. TO 21+37.83 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 412 410 408 406 404 402 400 398 396 394 392 390 388 386 384 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 LEGEND: F.L. ABBREVIATIONS FLOWLINE R/W T C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH ----------- N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK T.O.B. TOP OF JUNC11ON BOX S/W SIDEWALK INV. INVERT FH ARE HYDRANT EL/ELEV. ELEVATION D.W.S. -4— PA PROPERTY UNE XRW EX. RIGHT-OF-WAY E.P. T - CWS CAUFORNIA WATER SERVICE WA16• - — -------- K.C.D.S. KERN COUNTY DEVELOPMENT 1 -7777 CURB & GUTTER STANDARD INV. 8" SEWER IRRIGATION T.O.0 10D INV. 30" DRAIN SURVEY MONUMENT INV. 8' SEWER PROPOSED GATE VALVE & VALVE 0 STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN lei EXISTING GATE VALVE — - ------------- UNLESS OTHERWISE NOTED. Li YJ PROPOSED FIRE HYDRANT 8.46 STORM DRAIN JUNCTION BOX 2 INV. Ir ASSEMBLY - SEE CWS PLAN INV. 6* SEWER EXISTING nRE HYDRANT CATCH BASIN W/ 3.5 OPENING PROPOSED 2' BLOWOFF WL6 PER C.O.B. STI) DET, D-14, S50*V42°E ASSEMBLY - SEE CWS PLAN W()0 EXISTING WATER L6 �6,' CONSTRUCT SEWER MANHOLE C14 Lo 00 /—PIPE SIZE 00,002 OD 8'S —UTILITY'. L3 L 6.21' W 0 Z z 0-i G -GAS D -DRAIN Z 00 i 000 b 0 06 c6 <00 L4 N58*26'19"E 47.32' CUL, '10� 4 L6 Ui PHASE UNE + L5 + 40.21' 4 — ---------- O EASEMENT LEGEND L6 NOO*49'31*E 17.46' &S/ON O ITEM OF WORK SEE SCHEDULE >; SOO*48'31*W &74! W Uj Uj! N 11F p 11 SECTION LETTER Uj Uj STALL Uj 1335. $1" �5 aWER 9 --0:24% 1 1 --IWA -3.W.00 LJ- U- PVC- m SEWER q�,k Uj Uj U) Uj T* -my INSTALL Z -IW-- 100 LF 0# Er pv(; �a #10-Aox— 2 SHEET WHERE SECTION IS SHOWN 412 410 408 406 404 402 400 398 396 394 392 390 388 386 384 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 LEGEND: F.L. ABBREVIATIONS FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK T.O.B. TOP OF JUNC11ON BOX S/W SIDEWALK INV. INVERT FH ARE HYDRANT EL/ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE PA PROPERTY UNE XRW EX. RIGHT-OF-WAY E.P. EDGE OF PAVEMENT CWS CAUFORNIA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER STANDARD IRR IRRIGATION T.O.0 TOP OF CLEANOUT SURVEY MONUMENT PROPOSED GATE VALVE & VALVE 0 STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN STD. DET. SW -4 & SW -5, 48- DIA. EXISTING GATE VALVE UNLESS OTHERWISE NOTED. Li YJ PROPOSED FIRE HYDRANT 8.46 STORM DRAIN JUNCTION BOX SCALE: 1 50' ASSEMBLY - SEE CWS PLAN PER C.O.B. DET. D-17. EXISTING nRE HYDRANT CATCH BASIN W/ 3.5 OPENING PROPOSED 2' BLOWOFF PER C.O.B. STI) DET, D-14, S50*V42°E ASSEMBLY - SEE CWS PLAN UNLESS OTHERWISE NOTED. EXISTING WATER CONSTRUCT SEWER MANHOLE PER /—PIPE SIZE N.O.R.S.D.'S STANDARD DETAIL S-7. 8'S —UTILITY'. L3 SOO*48'31"W 6.21' W -WATER S -SEWER EXISTING SEWER MANHOLE G -GAS D -DRAIN EXISTING SEWER CLEANOUT m aI LEGEND (CONT.): 3519 T.0ji. CONSTRUCTION NOTES: TOP OF MANHOLE 0.�S- <D CONSTRUCT PIPE SADDLE PER PIPE SADDLE DETAIL ON SHEET 6. 25, �9T TOP OF JUNCTION BOX 9 Tp C. O2 CONSTRUCT WITH PHASE 4. TOP OF CLEANOUT CENTERUNE CONSTRUCT STORM DRAIN PER C.O.B. STD. S— CONSTRUCT SEWER PER N.O.R.S.D. STANDARD SEWER LATERAL LINE TABLE w PROPOSED WATER - SEE CWS PLAN LINE BEARING DISTANCE TRACT BOUNDARY Li N0048!31*E 8.46 SCALE: 1 50' EXISTING SEWER L2 S50*V42°E 40.98! 50' 25' Os 50' 100' EXISTING WATER L3 SOO*48'31"W 6.21' EXISTING STORM DRAIN EXISTING GAS L4 N58*26'19"E 47.32' PHASE UNE L5 S46*06'41*W 40.21' O EASEMENT LEGEND L6 NOO*49'31*E 17.46' &S/ON O ITEM OF WORK SEE SCHEDULE L7 SOO*48'31*W &74! N 11F p SECTION LETTER LEI N50*09'35"W 47.48' 6 q�,k A 2 SHEET WHERE SECTION IS SHOWN Know what's below. Call before you dig. 1111111111 RANGLEY WAY SEE SHEET 11 * P Hrl r I l 1 1 w 1 - ~ l J .] �� ��.+ l O O l J l J l J l 0 O M Z l. a d• l O M O l J l J J l J o ri� O II a, Z J z }— N O 1 0 1 p i O 1 of "� • m 1 O 1 O I O i p 'co', N` 1' 1)0 1 N '� > N 1 O 1 0 0 1 v `'� O 1 O 1 O 1 0 ,+� 1 0 1 0 1 0 1 ,M 1 Q0 0"01 of 1 0 1 O 1 N 1 m 1 m 1 of i N 00 J 11 > s 1 O z I h J II 1 O 100 ui rn i 1) m 1 1 O I O M 1 O 1 O 1 m 1 r1 w_ 1 to*1= N to m W N N N W + O U W W N N Z Di di di di z J 1 W 2 W 3 4 3 5Z .� 6 7 8 W z. JJ 5, iI Z �;W J 11 z-qLAJ 12 ��13 14 15 �18z :W 17 18 19 X20 0 21 M 'LAJ l Z - l l I J - W'S l I N Z W l 1 Z �- ti l W l C� (n l C� Z W l W l W W CA W I W l l 13 v I M Ll_ I co w z 5' N .t J 3 w w 3 3 3 3 W 3 3 O -a1) 1 Oti LU 1 N 1 � 1 a1)" z W P/1- w w ,.� a 00 t� w a m+ �'" i M W JO - N J v w w P/L w w O- w w w J+ O * r) I J 1 1 I 00 M cn 1 f cn 1 cn 1 v O o 1 20 1 a J 1 cn 1 M 1 v v� 1 cn 1 n,P cn 1 cn -' 1 cn 1 cn 1 cn i a� 1 �, Z 0 rn Z 1' 0 * ¢ 1)0 0ti Q st d a1) a1) 1 a1)" 1 °� J �y 1 1 = a ,uj to I a1)" 1 Z ' 0 M f1) a1) o . 1 00 . 1 a1)" = r? 1 a1)" 1 a1)" I 1 '� d 1 w M M N (,,,� (,� 0: + M _• M M M M Z' ++ � d � i 'dam N to M � a �-- N `° W U.1 M m � g++ h to _ Z J �rnrn o►- + l + I + wNN l + l { l { 1�+ �oQ� 30' iz- U tizo ¢ l lg°° �N++ + l + l + l + a rn� I °f° l co + l N g z• I_1_l 3 O 1 N M CO O' to to w co O) O) O Q * •Q �_— 1 I 1 r� W¢� 1 1 1� 10 '' A laa Q ik.-•- 1 1 1 W 1 1 1 �" 1 Q (_ w t- ¢ I Q I 1 to to m I ¢ I d I d 1 cn 9 ¢ i w t- r i Z d a d 1 d 1 ¢ i ¢ 3 Q i5 I I Q I ¢ I y U Li * U) to r r t- r R/W r t- r m to cn F- F- r t- R/W r t- tW m t- to g to to to cn W Q o L- -- ----�--- -- -1-�-- L- - -�--- --�- - - - -- 1- ---�-f - - -L---- -1 / A7771 A77771\ 477777h, 1-17; - - \ cn � * W 8' SEWER 260.00' FI 8" SEWER 0.00' 'f' N roii DRAIN 2!R " SEWER 155.00' FI_8SEWER 255.00' b 8" SEWER 255.00' � 1 s --- . s 89'i1'29"E 165.00'. � `' 1 1 J 11+00 12+00 S89'11'29"E 496.38' 13+QO 14+00 \9 �1 17+00 589'11'29"E 474.93' 8+0 0 19 FOO 20+00 2400 z }— 2 2 N M 18 DRAIN 30' RAIN 175.00 S89'ti 29 E ? 2 c" - 2 Li I i8' DRAIN `�' M FL �A -� --f -i-_ -�R�-- -�_-__ --� -�:�- _T T .. _ W 7- \ 8 W -SEE N 11 iew-SEE it M 1 i s 1� PLAN a ( 00 1 1 0 1 0 1 0 33 O O' x 1 O I o 30 1 0 1 0 1 a 1 a 1 CWS PLAN o j o j co %' r O M + Z Z ,,-: N O M M M M M M p ' Z U W m 1 W W M M Z CW9 O di _ ' l O M l t l l O O N l of <= W M � a O M l l l ` l N m O Q W M d' W W W `d' M O sC Z W W O M W W W W W J 42 23 I W I I 3 I W 1 I W I w I or; I I I W M I ori w) W I W I W 1 W I W I W I n i z' J 40 39 38 7 3F � 35 ;3 " W Z a 3 32 31 °° W 2� 28 26 25 W 24 � W Q w w U N N to to W N N w L Z. W to o a N 11 cn to to to to to N 1 z 22 M i g �> w) 1 1 ! 1 1 1 JMI O z_ l o ,4,1 1 � 1 1 1 1 1 1 � 1 O J J 1 w i 1 �, - o ?� i 1)0 00 w 00 00 m 00 O J II N= U U J- N 00 Z J N J N 00 00 �t 00 00 °o tD U J M to 00 M M 1'Fl\` M PITz Z O M M 1'Fl\` M M M 00 ' UGO + l O+ l M l CCS l l 1 O tJ ? �l �'C O O l O l l O J w O l O l N 1 O M l l J+ CV CV O P/1- N O ,C,y�,,,, i� - MOO = M M O) ' Z O W M N O P/L a1) O N O + Q J to O N co M h CV Z J .J 00 r O+ Z + + + TYP. + W tJ tD O Z O + ( M W •-j CV -i• N N M + d- Z M W h '� m O Q O M t0 5' Z U- N r 0+p (TYP.) w 6+i O O + F- a 1 1 1 1 1 1 1 1+ m _4 �+a �i++Im ++ 1 I 1c N J +1 1 1 1 1 N 1 N 1 O z�I `�1 zd 1 + 1 i 1 i 1 I a to U- 1 �o+ 0evoi tntn 1 i, 5' i� < �'U-nr- 1 1 1 1 I 1 `�' WN1 g J I (31(n y l l l ? l ? N I N I � 1 al v~i d z� -"e I W ¢ l N l 2a I 0', v' `' ~ l f I (I`n/ ( t�� fes-' N N 1 N l In I ' Q ►Q-1) v tntn v N 30 30 '5 w `n �1r�t ).� C) to p to z n 1 1 1 1 1 1 1 IV'lel l 1 l l l NORTHGLEN WAY SEE SHEET 11 420 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 388 386 384 GRANDY STREET STA. 10+00.00 C.L. TO 21+36.31 C.L. SCALE: 1' = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 420 418 416 414 412 410 408 406 404 402 400 398 396 394 11+00 12+00 ABBREVIATIONS FLOWLINE R/W f � � M.H./MH 1 ELEV. ELEVATION -IF-" INSTAL-! I*uu N.O.R.S.D. NORTH OF RIVER SANITARY SDMH I R -RCP 10 OF 18 RGJ-R DISTRICT NO. 1 CB CATCH BASiN 1 i -0.34% 1 0 0.27% GB GRADE BREAK T.O.B. i m j I `' j o D.W.S. I P/1- i j EX. RiGHT-OF-WAY E.P. ��o CWS I y LII Z to x x J i M d> Il r 00 iRR 11 ' . i., 1 00 M M . 3 N ! n II �q - I W -- z -J P Zto BOX - SEE CWS PLAN Z RGJ RCP � ' 0.51 INSTALL 175. LF OF 30" RGJ RCP 0 0.13% � 1 RGJ-R P 0 0.11 � - - EXISTING FIRE HYDRANT + ti 0) a PROPOSED 2' BLOWOFF 1-3 W w 01)00nn 01) Q� tow 06 cd p �i CVO .rai con I m W o Co it i Qa ai +rnrnrnw •r`�>,i�i��j f PIPE SIZE ! QNM Zw ¢U OLj z�w M W -WATER S -SEWER iUj z�U) o3� zoW 0'> 3 EXISTING SEWER CLEANOUT oTw' Z J W�� f w PROPOSED WATER - SEE CWS PLAN L5 4" Io j I ki4 O zJF- � . , •off — •- - -- - - t L6 4" N O'00'O O" E t i { I i L7 { 1 I ?iNV 1 DRAi U C 18' DRAIN 8' WAR EXISTING WATER i 4' N 44'02'54" W 41.48' 50' 25' � EXISTING STORM DRAIN { tl INVI, 8" SEWE _ ' EXISTING GAS STORM DRAIN UNE TABLE PHASE UNEUNE .F SIZE BEARING DiSTANt' EASEMENT LEGEND` L9 18" N 59'3123" E 33.06' ITEM OF WORK - SEE SCHEDULE'kYa L10 11 , ww n O r 00 1_ S 89'28'57" E 41.00' p a rO 00-M 1-11 i�n N 89'i1'29" W 51.00' ! i LIZ 18 S 66'28'20 E 44.45 �..-: ' z _w� _ Q - ZZZ SHEET WHERE SECTION iS SHOWN Z I �j Zz2 >w> o ''�' Call before you dig. i < I f + to 1k L I c2 t1r) 'm ;00 00 00 Z c 06 MONO m 00 of 01) m + to am l j J W M O O {MMM Q M { .gym .-{ {`MMM ( ( '-i i Z U { Q�• Qq, I i ; k f — j a,• APPROXI GRADE ATE ER CENTER ED E OW=1 Z O 4+J ( r i W F--• U) W J J W WW Ox (- to Q(W WW (- J J J to W W W Q OWJ V Z 0 W ! APPROXIMATE FINISHED a v — —�— — — — — — —— �q• f tO.M. — — — — — — J — —�— — 7 j � � { l i e r I i j � i : ' I � j � i ` , ' � ` ! �• o � t � � i I I j � # � i � � ! ! i I iNV. 18" DRAIN I � •---�----- � ! I I� i r 1).72' � i � I � f f � i � . _._�__._._.�.. .�. • , { •��- • - ice,_ WATFRIN% _ _�_ _ _ _ 2 " i i �_- i 2 NV. j 8 SE 2 I. . 5i 1 2 I INV. ' DRAINj'"'...--f---•"' I• 7INV. I j 2 "7-1 INV. 8 ! i I O I I � U $ I 8' I ( � J O W Z' j 2 i W i 2 8' SEWER I M I I ! 1 i I _ } e1 LL- F. 9x 00 Zt> f i ( c; ZJ to r 00 } 0000x J>j00 1 to I ' l 4 Z to r ( z, j j I I ZJ> J - i tn J �00t -{ [ 1Z LU J 3:Z j rN O Z M I ��— I M } ! } + M M� i I �+ M M I i <+ co m M fi I ( g+ I I f W I '- I ' a m W ( IN ST 260.00 3 LF OF PVC SCR 35 SE 0 -0.24% k w m W W INSTALL 260.00 LF " 8 PV SDR 35 SEWER -0.67% i J JAj W W OF 8'{ i INSTALL155. PVC SD 35 SE LF 0 -0.24% i a W W I iNST 255.00 LF OF PVC SDR 35 SEINER ! 0 0. 0% W m W INSTALL ! 255. LF OF 8" PVC SDR 35 SEWER i ! w .24% 1 to u '' 10+00 420 418 416 414 412 410 408 406 404 402 400 398 396 394 11+00 12+00 A SEC11ON $ SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 13+00 420 418 416 414 412 410 408 406 404 402 400 398 396 394. 14+00 15+00 16+00 LEGEND: F.L. ABBREVIATIONS FLOWLINE R/W f � INSTALL 41. M.H./MH 1 ELEV. ELEVATION -IF-" INSTAL-! I*uu N.O.R.S.D. NORTH OF RIVER SANITARY SDMH I R -RCP 10 OF 18 RGJ-R DISTRICT NO. 1 CB CATCH BASiN 1 i -0.34% 1 0 0.27% GB GRADE BREAK T.O.B. i m SIDEWALK INV. INVERT EL./ELEV. o D.W.S. DESIGN WATER SURFACE P/1- PROPERTY UNE XRW EX. RiGHT-OF-WAY E.P. ��o CWS CALIFORNIA WATER SERVICE M I x 00r y W x r Z to x x J i M d> Il r 00 iRR 11 ' . i., . W QJ 00 M M . 3 N ! n II �q - I W -- z -J P Zto BOX - SEE CWS PLAN Z Z Z J Z _ J Z )6(-J PROPOSED FIRE HYDRANT N 64'09'18' E STORM DRAiN JUNCTION BOX ASSEMBLY - SEE CWS PLAN PER C.O.B. DET. D-17. - - EXISTING FIRE HYDRANT + ti 0) a PROPOSED 2' BLOWOFF 1-3 W w 01)00nn 01) Q� tow 06 cd p �i CVO .rai con I m W o Co it i Qa ai +rnrnrnw PER PIPE SIZE QNM 8"S —UTILITY ¢U OLj z�w M W -WATER S -SEWER �M I U zoW 0'> 3 EXISTING SEWER CLEANOUT oTw' Z J W�� f w PROPOSED WATER - SEE CWS PLAN L5 4" Io S 51'36'29' W I � . , •off — •- - -- - - t L6 4" N O'00'O O" E 14.49' t i { t { i L7 { 1 I ?iNV 1 DRAi U C 18' DRAIN 8' WAR EXISTING WATER i 4' N 44'02'54" W 41.48' 50' 25' � EXISTING STORM DRAIN { tl INVI, 8" SEWE A SEC11ON $ SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 13+00 420 418 416 414 412 410 408 406 404 402 400 398 396 394. 14+00 15+00 16+00 LEGEND: F.L. ABBREVIATIONS FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE DISTRICT NO. 1 CB CATCH BASiN T.O.M. TOP OF MANHOLE GB GRADE BREAK T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK INV. INVERT FH FIRE HYDRANT EL./ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE P/1- PROPERTY UNE XRW EX. RiGHT-OF-WAY E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER � STANDARD iRR IRRIGATION T.O.0 TOP OF CLEANOUT O� SURVEY MONUMENT s PROPOSED GATE VALVE & VALVE N 0 STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN STD. DET. SW -4 & SW -5, 48" DiA. EXISTING GATE VALVE UNLESS OTHERWISE NOTED. 4" )6(-J PROPOSED FIRE HYDRANT N 64'09'18' E STORM DRAiN JUNCTION BOX ASSEMBLY - SEE CWS PLAN PER C.O.B. DET. D-17. - - EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5' OPENING a PROPOSED 2' BLOWOFF PER C.O.B. STD DET. D-14, ASSEMBLY - SEE CWS PLAN UNLESS OTHERWISE NOTED. 0 CONSTRUCT SEWER MANHOLE PER PIPE SIZE N.O.R.S.D.'S STANDARD DETAIL S-7. 8"S —UTILITY W -WATER S -SEWER EXISTING SEWER MANHOLE CONSTRUCT SEWER PER N.O.R.S.D. STANDARD G -GAS D -DRAIN L4 EXISTING SEWER CLEANOUT S 5236'58" E 0 17+00 18+00 19+00 20+00 21+00 420 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 388 386 384 22+00 LEGEND (CONT.): SEWER LATERAL UNE TABLE CONSTRUCTION NOTES: 3519 T.O.M. 1111111111 (D WATER LINES ARE SHOWN FOR REFERENCE ONLY. SEE CAL TOP OF MANHOLEUNE SIZE BEARING DISTANCE WATER PLANS FOR DESIGN AND FOR RESOW11ONS TO CONFLICTS T.O.g r WITH OTHER UTILITIES. 351•g . P- T.O.C. TOL' OF JUNCTION BOX L1 4" S 0'48'31" W 6.58' � 351.9 TOP OF CLEANOUT CONSTRUCT WITH PHASE 5. 12 4" N 64'09'18' E 44.04' - - - CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. STD. L3 4" N 0'4931" E 11.87' 10111 S CONSTRUCT SEWER PER N.O.R.S.D. STANDARD L4 4' S 5236'58" E 30.27' w PROPOSED WATER - SEE CWS PLAN L5 4" S 51'36'29' W 39.75' — •- - -- - - - - — TRACT BOUNDARY L6 4" N O'00'O O" E 14.49' EXISTING SEWER L7 4" S 0'48'31" W 9.80' SCALE: 1 " = 50' EXISTING WATER L8 4' N 44'02'54" W 41.48' 50' 25' O' 50' 100' EXISTING STORM DRAIN EXISTING GAS STORM DRAIN UNE TABLE PHASE UNEUNE .F SIZE BEARING DiSTANt' EASEMENT LEGEND` L9 18" N 59'3123" E 33.06' ITEM OF WORK - SEE SCHEDULE'kYa L10 18" S 89'28'57" E 41.00' SECTION LETTER 1-11 18" N 89'i1'29" W 51.00' t` t. f LIZ 18 S 66'28'20 E 44.45 �..-: 2 Know what's below. SHEET WHERE SECTION iS SHOWN 1-61.Pol40 Call before you dig. l t f z 2 : 3 v f CITY RECORDS NO: 1111111111 10111 d- I-- Q0z N Li h � O a - z0 Li U W <C I� I-- Li z� Lj RANGLEY WAY SEE SHEET 11 L—R/W P 1— AI � r 7 a � t t i J 1 I i 18"W- I o0 5 I II J 1 I I i �� I i r' /. ,-� (� fr.��«-- I J r.Ws PI AN SEE i I i I I I i I Ir -1 t F) I I I t v -- �VVV S IlAf M W y= `R/W '- '' '' I ' - t� '' R/vy '' 1 1 '' 1 F- r F- tL' tL' tr tY tY tY tr tr t-- 18'W- SEE o ` o I :- v >- i o i o i o i 18'W- SEE a' O O O O Yd O O O O O O O 00 U* 00 I o I o I I i CWS p� q I I o m 3 o I I o I I o I CWS P� i o I f I I d O Q M i i W W W W W " . Z �� " W W tL' W tr �J V i M I M I MIM I g� 1 32 M i M 31 1 3o M i W 29 1 28 M I W 27 1 2s M l M25 1 24 1" W_ W i W 40 W39 38 3, W 37 36 W i W 35 I 34 o i vii Za 33 i W i i W 1 3 t i w i I W i N i W 230 Z 22 * I O 41 i �' I �' I' i I I I I N I ``' ''' I I �' I I �' La 42 `� `� `� `� �' lu 00 06 6 06 * J 00}61 U O N I M I dam' PTYP. + I W I '+ I o I 6Z r O M d0• 0O N O PT M U d^' 00 t O 00 W N Wcj + ' _ _ _ _ _ _ Imo(, I I _i+ I _I_ I I �+ �� M I I� �i i+ + O + * �¢i z¢ O I I I " I " I M I r t d I 5' 14++ "' I m I I I^ I m I m I rn I rn I " I �" �N : * cw> v~i d r¢ t¢- 2d 20' 0 a d � t¢- ta- ¢ ta- ta- i �I �1-i i I �1� IC;WP� 3d' d' z I �IN���N I�i� I �I�iI f 1 r� � ��r� � r J R/Wi�R 412 410 408 406 404 402 400 398 396 394 392 390 388 386 ESTES PARK STREET STA. 10+00.00 C.L. TO 21+34.79 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 12+00 13+00 14+00 15+00 LEGS F.L. ABBREVIATIONS FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE w DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK INV. INVERT FH FIRE HYDRANT EL/ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE PA PROPERTY LINE XRW EX. RIGHT-OF-WAY E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER STANDARD IRR IRRIGATION T.O.0 TOP OF CLEANOUT ® SURVEY MONUMENT 6 PROPOSED GATE VALVE & VALVE N 0 STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN STD. DET. SW -4 & SW -5, 48' DiA. EXISTING GATE VALVE UNLESS OTHERWISE NOTED. Y-tPROPOSED FIRE HYDRANT Q STORM DRAIN JUNCTION BOX ASSEMBLY - SE CWS PLAN PER C.O.B. DET. D-17. EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5' OPENING $ PROPOSED 2' BLOWOFF PER C.O.B. STD DET. D-14, ASSEMBLY - SEE CWS PLAN UNLESS OTHERWISE NOTED. ® CONSTRUCT SEWER MANHOLE PER /—PIPE SIZE �o 8"S —UTILITY-- UTILITY:W-WATER W-WATERS -SEWER EXISTING SEWER MANHOLE G -GAS D -DRAIN EXISTING SEWER CLEANOUT APPROXIMATE FINIS4ED y _ E j I ' g i GRCENYERUNE E 0 CE14 LINE i— •'I , (� 8' WATE� 2 j • =--r--- II INV. 30' AIN ( 1 INV. 8' SEWER r I l I I i 0.91' i �---' 1 IiV. $" SUER i • i "'---I^""" • 1 ( INV. $ J SEWER M W I M 5 tal ' wLO t ; O to Z W$ I M 3� I i O6 p =I � j I f I i ; ; t Mto o o _ i 00 1 I z I o Zz 1 z z z I I O I - -- I w� Z of c Z co + 06 0) i � m6 i zz co co �bo 04 K M c" Gf :gO g+0 jLd F -s i i W -j I 1 INSTALL 265.00 Lt OF 8' PVC SDR 5 0 -0.2A.7. INSTALL 265.00 LF 8" PVC SDR 35 SEWER ®'-0.68% 1 IN TALL 332.50 LF 8' PVC SDR 35 SEWER 1.137. INSTALL M2.50 LF OF 8' SDR SEWER 0 0:40% � 10+00 11+00 12+00 13+00 14+00 15+00 LEGS F.L. ABBREVIATIONS FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE w DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK INV. INVERT FH FIRE HYDRANT EL/ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE PA PROPERTY LINE XRW EX. RIGHT-OF-WAY E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER STANDARD IRR IRRIGATION T.O.0 TOP OF CLEANOUT ® SURVEY MONUMENT 6 PROPOSED GATE VALVE & VALVE N 0 STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN STD. DET. SW -4 & SW -5, 48' DiA. EXISTING GATE VALVE UNLESS OTHERWISE NOTED. Y-tPROPOSED FIRE HYDRANT Q STORM DRAIN JUNCTION BOX ASSEMBLY - SE CWS PLAN PER C.O.B. DET. D-17. EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5' OPENING $ PROPOSED 2' BLOWOFF PER C.O.B. STD DET. D-14, ASSEMBLY - SEE CWS PLAN UNLESS OTHERWISE NOTED. ® CONSTRUCT SEWER MANHOLE PER /—PIPE SIZE N.O.R.S.D.'S STANDARD DETAIL S-7. 8"S —UTILITY-- UTILITY:W-WATER W-WATERS -SEWER EXISTING SEWER MANHOLE G -GAS D -DRAIN EXISTING SEWER CLEANOUT 16+00 17+00 18+00 LEGEND (CONT.): t M• LINE 351.6 TOP OF MANHOLE 35 N 28'26'29' E 40.30' TOP OF JUNCTION BOX 1' T TOP OF CLEANOUT - - - CENTERLINE 11.68' CONSTRUCT STORM DRAIN PER C.O.B. STD. S CONSTRUCT SEWER PER N.O.R.S.D. STANDARD w PROPOSED WATER - SEE CWS PLAN -- - - - - - - — TRACT BOUNDARY S 49'42'22' E EXISTING SEWER L7 EXISTING WATER 12.90' EXISTING STORM DRAIN N 6312'17" E EXISTING GAS PHASE LINE OEASEMENT LEGEND ® ITEM OF WORK - SEE SCHEDULE SECTION LETTER ,--- ---(i 2 SHEET WHERE SECTION IS SHOWN 19+00 SEWER LATERAL LINE TABLE LINE BEARING DISTANCE L1 N 28'26'29' E 40.30' L2 S 00 48'31" W 7.27' L3 S 00 48'31" W 11.68' L4 N 3814W W 32.41' L5 N 00'4831' E 9.07' L6 S 49'42'22' E 42.78' L7 S 00'48'31" W 12.90' L8 N 6312'17" E 27.85' 20+00 412 410 408 406 404 402 400 398 396 394 392 390 388 386 22+00 CONSTRUCTION NOTES: 1O CONSTRUCT WITH PHASE 6. 2� CONSTRUCT PIPE SADDLE PER PIPE SADDLE DETAIL ON SHEET 6. SCALE: 1 " = 50' 50' 25' 0' 50' 100' Know what's below. Call before you dig. 1111111111 Iba�hl THORNTON WAY I _ � SEES ET 4 1 5' .PHA/ -§E 8 zo' o' t--- —. � — * 1 II 1 11 )Hk�3E11' 1 7 0 1 30' 30' ►� o� o _ 1 � O I _ 1 _ I J I J �3 1 w _ 1 J 1 J I J I w 1 _ I _ I _ I � 1 M aC1 J I , J ^ p 1 F- F: J t= t= t= t= 11 J 1--- �= t= t= t= F= J F= F- H 7-' O) I 1 o oo of 1 0 1 N O 1 o I o 1 o I o U t,. p I O 1 0 1 p 1 8 1 O rn 1 O 1 o I o I o 1 a p I I 1 o d' N O O O O O O )- O O O d O M O O O O O �'`� o I I C> ii of ai of m ai m w m m of of rn m of Oi w1 "�-- -- -- � N � >1 W 2 ( 3 o w 4 5 ( 6 ( � 8 ( 9 611 12 ( 13 ( 14 ( 15 ( 16 °' 17 � Q Q * o o W 1 Q 1 M Z -� W 1 O 0: 1 1 0: 7 w d IZ -� W Q 1 rr 1 1 Q rr 1 � J W 1 rr 1 rr 1 � W 1 V Z 19 o v>w to 1 W I 1 3 1 � I I 3 6� IW .N 1 3 1 ' 1 ' 1 1 ' W �I 3 1 `' 1 w� I 1 �' ZC3� 41 I 1 Z tri to w -' of I U 1 � o� o� I U) I U) 1, cwn I cn _j � I J - op cncnI cwn I cn I I cn I cn Uj -� - 0o I cwn I cwn I P� I cwn I ao U+ 1 cc W- I i I ;-� f— W Z I z l� ao = (TYP.) O M O M (TYP.) �'� J 1 p 00 I I I L.1 Q N N -� N 00 00 00 00 .6 t� t� cli CN 000 Z_ t`� t� t`� i� _ t� 11 i� N io m ��uwf Q O+ CV rO O Q O� N O M cq I Q�N rn I rn ti f7f I ti Q �) � O �Q Z�� W I _d• & -' o O o o m++ ca rn co rn U cv iii ++ r o 0o aA N ++ o M d Q Q I 1 o v Q ''' 1 + I + C4 i + I + I + I + N 1 + 1 + �, _ + 1 + I + 1 + I + 1 + 1 + 1 + 1 `" -' i" o I 1 C> N :.) 1v x N M M + + � s'h t[f o W W) tD (U t� (Y_ 00 00 O� O) I -- ---_ --_� z a Q O w 1 I -- ��'`'1� I 1 1 1 ��� 1 1 C PLAN I 1 I �' I I I I I Q N 1 Q_ * - I AAs U i -ii z o N Q a j� a t- ¢ ¢ Q Q z t- Q Q Q Q Q Q ttJ a l�- Q Q �- t- R/W F- F- - d ¢ F- F- F- F- F- F- t- �- Q , ` cn o� , --�_- - cn _cn cn -- cn �---N — ""-N—�N - -� - �- -- — - _� cn cncn cn (RIW cn cn NDN j� 7. I I W , Oo. �o . � ~ 40 �• ' O' 8" SEWER 213.19' N M 8" SEWER 213.19' 8" SEVER 330.00' N M 8" SEWER 330. I , U w + F s s s s s s �-I + - - y , " , - --4- -F-- - - - �- - - - —I— - - - - E— - - - - - - -- - - - - -I - - - - - d �-, `� / i 15+00 16+00 �n 17+00 S89'11'29"E 636.89' 1 +00 19+ 20+00 -' �- LO 24" DRAIN 356.05' N 2 N f— W z* � II 1-1a� 2 2 z w i o i u �- 4._ �2 1 ry �c I ! * �� M �zj-- �-- -�—W ---� --�-- o �_- �� ,_ 1 ,_ I �R W -�-- - I- - o ! rr o / o: Ir o o rr rr o 1 rr o / Z~ � / w �/ / 1 1 1 1 1 3 "' z I 1 1 1 1 I I I I 1 00 I W p p O O O O O O O O o O O O O �i 3� Z 3 N az p t- m tr 1 ai I � 1 I 1 � '� o I 1 1 1 1 1 1 1 1 I �'� I i 11 r W �, z -X M M M M M z ' �- 1 36 "' "' 29 28 _W "' 27 26M M 25 24 M M 23 22 M Q I I i J W o m 38 � 0)� 36 W 35 34 33 32 N -� N W w w w w w w w w n x F.< to o�otc, „ a I "�' rr wU U _20 O I ' 'd' ]; tr of (n (n (n of = (n N !n N N N N !n N n a z U oz w N o 37 1 w I w I w I w I w I I w I w I w I w I w I I w I W 1 w I w I o Iw I * ui x++ -f -' ct= w >1� W o I 1 1 0o I o0 I r,< C3 1 1 I 1 1 0o I 1 00 1 00 1 C I 0o I C 1 2 _ 1 co O O UUz !n UW N M M M M N� - M M M M M M M M M M U Ut0 I� ''QQjj pQ of W co P � tri "1 of to tri Pfl, to 00-ry� tri tri co Po ao i x S Q Q! a t� a N t,� + + (TYP.) + �+ I ..t. I 5' I co �+ I + I + .t. (1 1 �"., + + O W N W f' w o a A c'ii . o 0 1 1 I P 1 � I '� a I I a I 1 t•n 1 co 1 cfl 1 T 1 1 °2 1 rn 1 °' 1 N z¢ 1 a I I * N / in N o °� o+aN o f a 1 a I Q 1 ¢ 1 a� I 5' 1 Q 1 ¢ 1 Q 1 a 1 a 1 a I Q I ¢ I ¢ 1 Q 1 N Wv~i1� t li t- t- t- F- +- ¢ 20 20' �- t- t- F - ( r ( r ( r ( t- F- _% ( F- ( ( i rQ- cn o �°", Q N 30' I 1 1 1 1 t' I( 1 1 1 F- 1 j i 11 o cn cn cn U to a o N �j./-' r 1 1 1 L 1.. I 1 0 T I Y Y, I I, 1 I ) ` R/W 1 i� R/W ( 1 HA� r A RANCLEY WAY SEE SHEET 11 SEWER LATERAL LINE TABLE UNE BEARING DISTANCE L1 N 52'09'07" E 29.03' L2 S 54'1334" E 39.89' L3 S 0'48'31" W 11.18' L4 N 0'48'31" E 11.62' STORM DRAIN LINE TABLE UNE SIZE BEARING DISTANCE L5 18" N 17 04'30" E 26.48' L6 18" N 1017'13" E 24.65' 420 418 416 414 412 410 408 406 404 402 CQNSIEU 400 �1 WATER LINES ARE SHOWN FOR REFERENCE ONLY. SEE CAL WATER PLANS FOR DESIGN AND FOR RESOLUTIONS TO CONFLICTS NTH OTHER UTILITIES. 398 �2 CONSTRUCT NTH PHASE 7. 396 394 392 390 388 386 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 A SECTION 10 SCALE: 1" = 50' HORIZ. 1"= 5' VERT. 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396. CREEDE STREET STA. 10+00.00 C.L. TO 20+53.27 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ABBREVIATIONS FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE INSTALL 356.05 INSTALL 26.48 LF OF 18" INSTALL 24,65 LF 18" STORM DRAIN MANHOLE s RGJ-R 0 -0.1 % RGJ-R P 0 0.12% GB GRADE BREAK T.O.B. TDP OF JUNCTION BOX S/W SIDEWALK INV. INVERT I FIRE HYDRANT EL./ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE PA PROPERTY UNE XRW EX. RIGHT-OF-WAY E.P. rz CWS CALIFORNIA WATER SERVICE EX./EXIST. � K.C.D.S. KERN COUNTY DEVELOPMENT C/G rn W o rn g N' I x� ox N Z 3 OO SURVEY MONUMENT o d z M �r>00 II C.O.B. z00 to I NN' EXISTING GATE VALVE d UNLESS OTHERWISE NOTED. >� II J� W- PROPOSED FIRE HYDRANT �� > W > STORM DRAIN JUNCTION BOX U ASSEMBLY - SEE CWS PLAN a' PER C.O.B. DET. D-17. EXISTING FIRE HYDRANT W > Z w -N- O 10 Z�Z ZZ I Z - J— Z ``� PER �"'�ir- �f N.0 R.S.D.'S STANDARD DETAIL S-7. cn Z z L.: -C) W -WATER S -SEWER EXISTING SEWER MANHOLE {{ to ri EXISTING SEWER CLEANOUT ( to � JN X00' p0�� ��un + in OF NW I v �EL. r c v W zow im ©QJJWWj U W_j ow V) cnWjWww f I ` t t i ri NN � INV. 18 t DRAIN INV. 18" AIN I Z-4 I INVV, 8" SEWER I f I J A SECTION 10 SCALE: 1" = 50' HORIZ. 1"= 5' VERT. 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396. CREEDE STREET STA. 10+00.00 C.L. TO 20+53.27 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 12+00 13+00 14+00 15+00 LEGE F.L. ABBREVIATIONS FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE INSTALL 356.05 LF OF 24" R -RCP 0 -0.11% N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE s DISTRICT NO. 1 CB CATCH BASIN T.O.M. TDP OF MANHOLE GB GRADE BREAK T.O.B. TDP OF JUNCTION BOX S/W SIDEWALK INV. INVERT I FIRE HYDRANT EL./ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE PA PROPERTY UNE XRW EX. RIGHT-OF-WAY E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE EX./EXIST. � K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER W STANDARD I IRRIGATION T.O.0 f OO SURVEY MONUMENT s PROPOSED GATE VALVE & VALVE N ® STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN STD. DET. SW -4 & SW -5, 48" DIA. EXISTING GATE VALVE UNLESS OTHERWISE NOTED. o W- PROPOSED FIRE HYDRANT Qj STORM DRAIN JUNCTION BOX ASSEMBLY - SEE CWS PLAN a' PER C.O.B. DET. D-17. EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5' OPENING $ PROPOSED 2" BLOWOFF PER C.O.B. STD DET. D-14, ASSEMBLY - SEE CWS PLAN UNLESS OTHERWISE NOTED. CONSTRUCT SEWER MANHOLE PER /— PIPE SIZE �f N.0 R.S.D.'S STANDARD DETAIL S-7. cn Z I W -WATER S -SEWER EXISTING SEWER MANHOLE {{ I EXISTING SEWER CLEANOUT ( Z � NN Z-4 10 I Z • of I i i APPRO MATE FINISHED �����(����������_��_�_�� I f ! a 0 r • tq " to `q i o ' ` GRADE CENTER NE f I o i I d `t w > > APPROXIMATE GRADE 0 CENTERLINE FINISHED o W — -- •e G 5T.0 rk� -- — -- -- i 8' WATER ( I I t _ - - - - - ' - - ! - - ' - ' ' � ,...,,,�,r..-- • . � I I 2 INV. " s SER I f j ! • 12 I INV.4" DRAT 2 INV. SEWER E i 2 -INV. 8" SEWER i 2 I I I f f 0 f I f I M W o f K 03w1 ,3 6 a OD 0c)s 1 { to ift _ 1 1 OD a0 OD i Z Z Z 1 i JO -- _0D -00 ( 7—i io (J Z 1 I j i _ZZZ, — O I i I f I O ' �� 1 1 1 i Z �� ;z z 1o0� I I I f II tYI ten) � � I M M to i ciq i ( i �� W N J J W W I INSTALL I', Y 13.19 OF 8" PVC SDR SEWER -0 24 w J r W INS ALL 213 9 LF OF f 8" PVC SDR 35 ®T0.24% I 1 WWW, W J J J www INSTALL 330.03 ! LF OF " PVC R 35 ®1 f f ! (n W W 1 j INSTALL 33400 LF 8" PVG i !SDR 35 f Q WER Q45�' i i W 10+00 11+00 12+00 13+00 14+00 15+00 LEGE F.L. ABBREVIATIONS FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.M./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE s DISTRICT NO. 1 CB CATCH BASIN T.O.M. TDP OF MANHOLE GB GRADE BREAK T.O.B. TDP OF JUNCTION BOX S/W SIDEWALK INV. INVERT FH FIRE HYDRANT EL./ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE PA PROPERTY UNE XRW EX. RIGHT-OF-WAY E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER W STANDARD IRR IRRIGATION T.O.0 TOP OF CLEANOUT OO SURVEY MONUMENT s PROPOSED GATE VALVE & VALVE N ® STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN STD. DET. SW -4 & SW -5, 48" DIA. EXISTING GATE VALVE UNLESS OTHERWISE NOTED. W- PROPOSED FIRE HYDRANT Qj STORM DRAIN JUNCTION BOX ASSEMBLY - SEE CWS PLAN a' PER C.O.B. DET. D-17. EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5' OPENING $ PROPOSED 2" BLOWOFF PER C.O.B. STD DET. D-14, ASSEMBLY - SEE CWS PLAN UNLESS OTHERWISE NOTED. CONSTRUCT SEWER MANHOLE PER /— PIPE SIZE N.0 R.S.D.'S STANDARD DETAIL S-7. 8"S ----UTILITY W -WATER S -SEWER EXISTING SEWER MANHOLE G -GAS D -DRAIN EXISTING SEWER CLEANOUT 16+00 17+00 LEGEND 351.9 TON. (,,C T•): ..----'—" TOP OF MANHOLE 1.9 T.O.B. C) TOP OF JUNCTION BOX 1.9 W a� Z' � t TOP OF CLEANOUT - - - CENTERLINE rt o Y.1 CONSTRUCT STORM DRAIN PER C.O.B. STD. s CONSTRUCT SEWER PER N.O.R.S.D. STANDARD w PROPOSED WATER - SEE CWS PLAN — - - •-- - - — - - r-- TRACT BOUNDARY � EXISTING SEWER EXISTING WATER cl) - - EXISTING STORM DRAIN EXISTING GAS PHASE UNE EASEMENT LEGEND fl ITEM OF WORK - SEE SCHEDULE SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN 19+00 20+00 420 418 416 414 '412 410 408 406 404 402 400 398 396 394 392 390 388 386 21+00 SCALE: 1 " = 50' 50' 25' 0' S0' 100' 0 f nog -A6 Q� l 1 Ld 3 Iiir �40,;­;,D Know what's below. 0111 before you dig. CITY RECORDS NO: O M M �"- 0) LL' < 0 O d - Z t.t_ 1 Q J W U 000 W to O N W W Y Q m to m O co to I N z m k. � o o 1 N) 66,z LU 0co c Z _jQ C) I) W W a� Z' � t m _ an rt o Y.1 Z SL � e cl) 40 . m 0O W W I... o omCOW 0 W z *♦ 'V cc � z ~ � W ui 0 i- a a' IpRAAI 0co c Z _jQ C) I) W W a� Z' � t m _ an rt o Y.1 Z SL � e cl) 40 . m 0O W W I... o omCOW 0 W z *♦ 'V cc � z ~ � W ui 0 i- a a' C) I) W 7— 0LL m 0 420 418 416 414 412 410 408 406 404 402 400 398 396 394 33 32 31 W 29 _•,_. il 8"W- SEE �� CWS PLAN % j 420 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 388 386 384 KOWA STREET 1UFF STREET GRANDY STREET SEE SHEET 5 SEE SHEET 7 SEE SHEET 8 KOWA STREET 1L1FF STREET SEE SHEET 5 SEE SHEET 7 NORTHGLEN WAY STA. 10+00.00 C.L. TO 15+56.80 C.L. SCALE: t" = 50' HORIZONTAL 1" = 5' VERTICAL GRANDY STREET SEE SHEET 8 U� J cScn _a o U') a cn 15i 2 LF I INSTALL 25.42 LF RIGHT-OF-WAY C.L. CENTERLINE 0-0.2 I INSTALL 556.8D LF OF 0" RGJ- CP 0 0.25% N.O.R.S.D. NORTH OF RIVER SANITARY SDMH j CONSTRUCT STORM DRAIN PER C.O.B. STD. 0W -� z CATCH BASIN T.O.M. 0 GB GRADE BREAK T.O.B. TOP OF JUNCTION BOX S/W c"03 INV. co FH >00 � � JIla _ n 00 00 a o D.W.S. DESIGN WATER SURFACE �° I wci PROPERTY LINE L3 W j Z M 1 In CALIFORNIA WATER SERVICE 0 Z x4 °° zZ� I KERN COUNTY DEVELOPMENT I� -77i Z -i I I 0 z In0NN z_ SURVEY MONUMENT LI: 00 07+�ca f/) M W o� 0OW V 0 4m � 0 O z io��Icl) O) I EXISTING GATE VALVE I UNLESS OTHERWISE NOTED. MM MM ! WM Z5 U A z 0 j Ua0 co ww"F` U A z OW CATCH BASIN W/ 3.5' OPENING j PER C.O.B. STD DET. D-14, I ASSEMBLY - SEE CWS PLAN z UNLESS OTHERWISE NOTED. I O+ U M OD m I - M I �(� PER S ___� ! �� t W I N.O.R.&D.'S STANDARD DETAIL S-7. 8"S -UTILITY. z 3 j I I EXISTING SEWER MANHOLE i ."CC W G -GAS D -DRAIN I EXISTING SEWER CLEANOUT { O M 0 Oi ,M � 00 I I 18" DRAIN RAIN I I r1 Z :+L i t E I I I I ( a s dd I Z U j>I> 4,7 -J J + QZ> ( =j JZZJ Qfkd c 00 F ,Zzz tib W _�.- cl) ; C-„FQ- I z W " .- i I .000 d)CNrtT fQ O MMM Z I i ( I 1 I I I i Z I `i( 0 F- >j j I �o00 00 r Z if I i I I I I I f I d 1 W. � 'i1-1' 1 F- F- �MMIM j> J j EJ v) W J J W W +00 ROXIMA FINISHED rn I o� i g�' ( Q" I a APPROXIMATEFINISH 0+rn I cn J W S W �• 0• tA• g M >» La �a 0-tWW >>> W k� -I- k to , I I �pG' g � l 't• �. ' - - - � -- O v) W w F J J W„W F JWauW - i APPROXIMATE NI ( } ! k ! I i I S -S a ,;a � 4 APPROXI ATE FlNI �' � GRADE CENTER NE j S•' 1 12f I ��G• f tQ; I Oy.N 8" WATER I I I 9 7 i I _ -- - - - ---1'_ _ I 4� i i i I i INV. 30" DRAIN I I 11 7- INV. 24" DRAIN611 J I 11. 10 7 1 I 5 • ! • IN � 30" DR N 4 I A I ,f 10 ` II � zIN � � ' I 8" i � �J v) o z w � f f J I }{ INV. � V. 3 w in p Z W 8" SEWER cil I' INV. 8" } tO == a I i a s a "•�-ia 0000 I E 0 a t I I �j{zM cn '» t } i = 00 s i [ Z 7 j> t OU �» i Q v) I i ! Z� Z Z k I -J I = a0 W 2, Z Z i� � z i � I i00 zaM °)Ow ' i 1 z( � � s3 W w I I jI z •af� I W U j Z I tr , co j j j Z Z I Q 00 'ct � ( I Z � � iO � I { i Q U)I to � 1 +cy D O 00d M M f N k M �iI N MMMMM Ir I N Ui M tr)�- �- tD 0 +0 i I 3 W+O Co I I s 4 00 0) 0 (o CD s I 3 QJ W W I I Z I QCO +00o)(3) to to 0) M M 3 i�1 W W M j i�+0) 00 j M M M I d M 0 I M M ( aW W I j' W COF JJ i 1aW' �4 W ( INSTA 144.20 0) to ilW W 4 d {��Q W WW W W W W i (W W J W to W W (I W� W J 3-1, J J W u i W W I A J I -t U) W w to F to W J .J W W 1 8" P j 10.24% ! " PVC SPR 35 SEWER 0 0. 4%; SEWEj�t 0 0.24 18" PVC $DR 35 SEWER 0 .24% III " " A A 0.R47 ( 0.24% 24% ! 0.24 I k I 10+00 INSTALL 15i 2 LF I INSTALL 25.42 LF RIGHT-OF-WAY C.L. CENTERLINE 0-0.2 % 00.11% ELEV. ELEVATION co SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH j CONSTRUCT STORM DRAIN PER C.O.B. STD. 0W -� z CATCH BASIN T.O.M. 0 GB GRADE BREAK T.O.B. TOP OF JUNCTION BOX S/W c"03 INV. co FH >00 � � JIla _ n 00 00 a o D.W.S. DESIGN WATER SURFACE �° I wci PROPERTY LINE L3 W j Z M 1 In CALIFORNIA WATER SERVICE J Z Z w 00 KERN COUNTY DEVELOPMENT Z Z Z Z Z -i I IRR 0 z In0NN z_ SURVEY MONUMENT LI: 00 07+�ca f/) M W o� 0OW V 0 4m � 0 QW D] O) I EXISTING GATE VALVE I UNLESS OTHERWISE NOTED. MM MM S WM Z5 U A z 0 j Ua0 co ww"F` U A z OW CATCH BASIN W/ 3.5' OPENING 6 PROPOSED 2" BLOWOFF PER C.O.B. STD DET. D-14, I ASSEMBLY - SEE CWS PLAN z UNLESS OTHERWISE NOTED. Uj � I CONSTRUCT SEWER MANHOLE PER /- PIPE SIZE I N.O.R.&D.'S STANDARD DETAIL S-7. 8"S -UTILITY. z j W -WATER S -SEWER EXISTING SEWER MANHOLE G -GAS D -DRAIN I EXISTING SEWER CLEANOUT J J W -i � 00 I ;INV. 18" 18" DRAIN RAIN I I 1 i E I I I I A SECTION 11 SCALE: 1" = 50' HOR1Z. 1" = 5' VERT. 420 418 416 414 412 410 408 406 404 402 400 398 396 394 11+00 12+00 13+00 LEGEND: F.L. ABBREVIATIONS FLOWUNE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE CONSTRUCT STORM DRAIN PER C.O.B. STD. DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK INV. INVERT FH FIRE HYDRANT EL/ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE PA PROPERTY LINE XRW EX. RIGHT-OF-WAY E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER STANDARD IRR IRRIGATION T.O.0 TOP OF CLEANOUT +� SURVEY MONUMENT B PROPOSED GATE VALVE & VALVE STORM DRAIN MANHOLE PER C.O.B. N BOX - SEE CWS PLAN STD. DET. SW -4 & SW -5, 48" DIA. EXISTING GATE VALVE I UNLESS OTHERWISE NOTED. Y.,, PROPOSED FIRE HYDRANT STORM DRAIN JUNCTION BOX ASSEMBLY - SEE CWS PLAN PER C.O.B. DET: D-17. EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5' OPENING 6 PROPOSED 2" BLOWOFF PER C.O.B. STD DET. D-14, I ASSEMBLY - SEE CWS PLAN z UNLESS OTHERWISE NOTED. Uj ® CONSTRUCT SEWER MANHOLE PER /- PIPE SIZE I N.O.R.&D.'S STANDARD DETAIL S-7. 8"S -UTILITY. z j W -WATER S -SEWER EXISTING SEWER MANHOLE G -GAS D -DRAIN EXISTING SEWER CLEANOUT J J 14+00 15+00 LEGEND (CONT.): .Z T.O.M. LF OF .1---"` TO' OF MANHOLE L1 18" N 5931'23" E TOP OF JUNCTION BOX T.0c. 30" N 00'48'31" E TOP OF CLEANOUT - - - CENTERLINE S 8911'29" E CONSTRUCT STORM DRAIN PER C.O.B. STD. S CONSTRUCT SEWER PER N.O.R.&D. STANDARD w PROPOSED WATER - SEE CWS PLAN - - - --- - - --- - - - TRACT BOUNDARY -RCP EXISTING SEWER EXISTING WATER EXISTING STORM DRAIN EXISTING GAS PHASE LINE OEASEMENT LEGEND ® ITEM OF WORK - SEE SCHEDULE I SECTION LETTER A 2 MEET WHERE SECTION IS SHOWN n J J �v �w-- �cn C p a FQ -! -j 3v ►� M ALO nto Qj� n cn 420 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 388 386 384 16+00 GRANDY STREET ESTES PARK STREET CREEDE STREET SEE SHEET 8 SEE SHEET 9 SEE SHEET 10 --- ----�) I' - -- �- -- -- JL~ '� I W- -- -- -- ------�-- -- _'! !- _ 5' 5' , r 1; 1 8"W- SEE 1 a Nc 1 �, cn 35 CWS PLAN 1 U) 3 a 20' I 20' ( � to to o I 1 n 30' I 30' 8 1 ^ v 1� 1 30' 30' 1 o N C7 z-' 1 33 0� 1 r�i 5 v� 1 ZW o o p LLl z9 1 ¢w app,_ z0 j LLl LLl w o co N W ; u 20 20' I tY 00 ��Ui 30' w z ' 1 = ,� ,/' zO o v 1 1 z' w-4 ? cc • � 1 z z 'J` z '�� �� r✓ `` W C - -� 1 < �J w ' 1 vo�dcc ' w w ' cn Nwo of jazmf p o kyW �v 34 Z N I Z: -�, -� ++ �, I Q m+ J -� s W �,4-4 _� r � 9 34 WNL N _ �QW 9� CN n a00 ZU CWS PLANto co vcn 8*W- SEE - Erw- SEE L °Oi I v v'-) z o R FL CWS PLAN 0O U +i d R/W 1' /W cn i za- � 1 Z 1 9 9115 10 7 18" DRAIN M - ~ cn cn 33 yl " "' N oM 11+00 " FL 5 I 13+00 J24" DRNN 225.65' 14+00 'n o 0 15+00 - 4 - - S �N00'48'31"E - -278.40''12.00- S - - - - N0048'31 E 278.40'- i- - -8" SEWER .1534.20' 18" DRAIN 8" SEWER 144.20 8" SEWER 134.20' I 18" DRAIN 8" SEWER 144.20' N 6 I q tY -�R- -��- 14 -- °rn� --R -:I- 11 7 1� -- p� o �i 32 ZQ I 5' II II rI s O co u NI oo Z-3 i3 1 N o t W J -! , 20' 20' 1 ,,,, o II. 33 p �� $ � 10 �� ' Z 31 cnOR OR v d 1 30' 30' 0 z 5, to n I I , a" Co � O M w$rn Wcn O +d 31 U) cn W- SEE 4S PLAN 420 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 388 386 I O o 1 I 1 -' LU `-- w v I o: z �' cn 1 20' 20' 1 z _ I a cj 1 00� W o___ a-'-_ wS' ^� 30' 30' zw`` --•LLl -- -- `� a� o: -'Z -- _'-w cn -- z r __.Q N w 1 • coo.- _ I y cn cn 1 to 1 + o � cV N Q •0 i+ cos 1 , m + cn �� �S N , I 5 1 W T D c 1 to 1 cs5 W ,� `� w 1 20' 20' °° Via; 11 ' ��� 32 v ;zo 11 �a� 30 30' 30' 1 w o: 1 cn I -� ��cn U) I 1 P6( a En 1 I 1---- -- GRANDY STREET ESTES PARK STREET CREEDS STREET SEE SHEET 8 SEE SHEET 9 SEE SHEET 10 RANGLEY WAY STA. 10+00.00 C.L. TO 15+56.80 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5 VERTICAL IN4TALL 27.7 LF OF BEARING DISTANCE L1 18" N 5931'23" E 33.06' L2 30" N 00'48'31" E 27.17' L3 18" S 8911'29" E 15.42' L4 18" N 89-11'29" W 25.42- 30" R� -RCP A I I I r I ' I zw z z Uj I z j J J W -i � 00 I N W - 0 a s dd I ZQ�> > QZ> JZZJ F ,Zzz z - fQ I Z OINMN O Z { co0' to i i I ) 1 I I I i Z �-injo <0)O N 0 O`- , Q �o00 00 oo �� ° I QO 'i1-1' q +00 rn I 0+rn I M >» La �a 0-tWW >>> W k to , I I xa O >ji> I � j j WW O v) W w F J J W„W F JWauW APPROXIMATE NI ( JJ, ! I i I S -S a ,;a � 4 APPROXI ATE FlNI �' � GRADE CENTER NE j S•' 1 I ��G• f tQ; I Oy.N I 14 I ' I � 15 _ -- - - - ---1'_ _ I 4� i i i I i I I 11 7- INV. 24" DRAIN611 J I 11. 10 7 1 I 5 IN � 30" DR N 4 }{ INV. " SEWER IiNV. 8" SEWER cil I j INV. 8" } I i Yry I w 3 --Z Ie t- to ' ( 00 v) O U) - W = a0 i� "W =3 W/W yMy I _0 ( a s3 W w j j Z I - I W U j Z I Z• j j j Z Z I j Z fl ( I Z >> ZZ_ c s ^ ? IOOZI O O 0. tr)�- �- tD 0 +0 i I 3 W+O Co I I s Z Q 00 0) 0 (o CD s I N I � +0) i I I Z I QCO +00o)(3) to to 0) M M { M j i�+0) 00 j M M M I d M I M M aW W I j' W 1aW' WW j INSTA 144.20 I aW I WW W W W W i I W J W Q, W fn J 3-1, J J W u i W W I A J I -t U) W w to J .J W W 1 8" P SDR 35 SEWER 10.24% " PVC SPR 35 SEWER 0 0. 4%; SEWEj�t 0 0.24 18" PVC $DR 35 SEWER 0 .24% 10+00 11+00 CONTRACTOR TO VERIFY LOCATION & INVERT ELEVATION PRIOR TO BACKFILL AND PROVIDE INFORMATION TO ENGINEER CONSTRUCTION NOTES: O WATER LINES ARE SHOWN FOR REFERENCE ONLY. SEE CAL WATER PLANS FOR DESIGN AND FOR RESOLUTIONS TO CONFLICTS WITH OTHER UTILITIES. O2 CONSTRUCT WITH PHASE 3. O3 CONSTRUCT WITH PHASE 4. ®CONSTRUCT WITH PHASE 5. O CONSTRUCT WITH PHASE 6. ® CONSTRUCT WITH PHASE 7. O STUB & PLUG AT PHASE BOUNDARY. CONTRACTOR SHALL HAVE THE STORM DRAIN LINE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFILLING TRENCH. ®CONNECT TO STUB WITH PHASE 4. V CONNECT TO STUB WITH PHASE 5. 10 CONNECT TO STUB WITH PHASE 6. i1 CONNECT TO STUB WITH PHASE 7. 12+00 13+00 CONSTRUCTION NOTES CONT'D: 12 INSTALL RELOCATED TEMPORARY CLEANOUT PER N.O.R.S.D. STD. DTL S-6 WITH PHASE 3. REMOVE & RELOCATE WITH PHASE 4. INSTALL RELOCATED TEMPORARY CLEANOUT PER N.O.R.S.D. STD. 13 DTL S-6 NTH PHASE 4. REMOVE & RELOCATE NTH PHASE 5. 14 INSTALL RELOCATED TEMPORARY CLEANOUT PER N.O.R.S.D. STD. DTL S-6 NTH PHASE 5. REMOVE & RELOCATE WITH PHASE 6. INSTALL RELOCATED TEMPORARY CLEANOUT PER N.O.R.S.D. STD. 15 DTL S-6 NTH PHASE 6. REMOVE & RELOCATE WITH PHASE 7. 14+00 STORM DRAIN LINE TABLE LINE SIZE BEARING DISTANCE L1 18" N 5931'23" E 33.06' L2 30" N 00'48'31" E 27.17' L3 18" S 8911'29" E 15.42' L4 18" N 89-11'29" W 25.42- 15+00 420 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 388 386 16+00 SCALE: 1 " = 50' 50' 25' O' 50' 100' Know what's below. Call before you dig. g- 6.2 -oW o K +4L-1fi Know what's below. Call before you dig. 416 414 412 410 408 406 404 402 400 398 396 394 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 BASALT STREET STA. 10+00.00 C.L. TO 22+03.24 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL PHASE 10 PARK LOT "A" cn (6.47 ACRES) 0 N Q N N1772'48"E v' -i 8' SEWER 29.00' ,R/W N 0` Rte, pFR °��cA77ON TO D4 N� 21A XO.& '\ >>j0/>> �0�2o R/W PHASE 10 10+00 } j ir -— i i 1 t I � J � k { ��.3z _IcmVT� I$o Coco U > ,> —i c> > Z —_— i to 016 + d� �cn > aW�W !> > cn w INSTALL 29.E OF 8" SEWER 0.24% E i i —� t"Am I j i �� � ' � i ! I � I } ' I , i I 1 1 ( I I i � � � i � ! I i�0�. �—j I I ���• _ Al , APPROXIMATE } FINISHED r ! ( ! APPROXIMATE FINISHED e i GRAD CENTER NE k ! H( E I I ! I I� ' I I } r----- • ""_' "'" y 2 IN 1 8" SEWER 2 � V. B SEWER 2 I I INV. 110 DRAIN I ! ; I i� t ! • • ._--; i I { v k 1 I k �•41 SEWER I { 1 I I j i I ( ( OD n I1 I ( 8' *WR I i 1i Q +2 NINV. I s k I .- I I N3w i r� 3w 3z (A z Wa aoaoao psa0 o o o sao } I x o aao ao sao Z zzz i ! Ii o zz } I I I 0�h� i ���' ( I , I j z�� ! 1 I i I�� ! z 'r-� ( ! z �� I i I z . o- Mg I 1* 1*} ! CDCD� MMM I I 0:1 �d i I j i [ N to LTj i— » W • » < WWW' W J J J I —�I i I } j } W (�,� W J J W W I I { I 1 1 I ! W ! (n I L" J W W j I I I } I i W I (A { i J J W W I d '0 J J w w{ (A W W W i " i I k I i { I INSTA 136.67 LF OF SDR 35 SEW I i , 10+00 416 414 412 410 408 406 404 402 400 398 396 "MA A SECTION 12 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 418 416 414 412 CONSTRUCT SEWER MANHOLE _-- ----- NO. 49 AND 8' STUB WITH 410 CONSTRUCTION OF PHASE 8 408 406 404 402 400 398 396 394 392 390 22+00 22+50 LEGEND: LEGEND (CONT.): CONSTRUC110N NOTES: ABBREVIATIONS 351.9 TO � O1 CONSTRUCT PIPE SADDLE PER PIPE SADDLE DETAIL ON SHEET 6. F.L. FLOWUNE R RIGHT—OF—WAY �j TOP D MANHOLE 351.9 TOB• aa TOP OF JUNCTION BOX 2 CONSTRUCT WITH PHASE 8. C.L. CENIERI.INE M. �fMH MANHOLE +--''� O ELEV. ELEVATION SMH SEWER MANHOLE TOP OF CLEANOUT N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE DISTRICT NO. 1 CB CATCH BASIN — — — CENTERLINE T.O.M. TOP OF MANHOLE GB GRADE BREAK CONSTRUCT STORM DRAIN PER C.O.B. STD. T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK S CONSTRUCT SEWER PER N.O.R.S.D. STANDARD INV INVERT FH FIRE HYDRANT SEWER LATERAL LINE TABLE EL./ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE w PROPOSED WATER - SEE CWS PLAN PA PROPERTY UNE XRW EX. RIGHT-OF-WAY UNE BEARING DISTANCE E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE - - - - TRACT BOUNDARY EX./EXIST: EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT L1 N 17.22'48" E 25.19' C/G CURB & GUTTER STANDARD EXISTING SEWER IRR IRRIGATION T.O.0 TOP OF CLEANOUT L2 S 17'22'48° W 39.96' SURVEY MONUMENT Q EXISTING WATER H PROPOSED GATE VALVE & VALVE o STORM DRAIN MANHOLE PER C.O.B. BOX — SEE CWS PLAN EXISTING STORM DRAIN SCALE: 1 50 , STD. DET. SW -4 & SW -5, 48" DIA. EXISTING GATE VALVE EXISTING GAS = UNLESS OTHERWISE NOTED.50' 25' 0' 50' 100' Y— PROPOSED FIRE HYDRANT � � � � � ...� � � .... PHASE UNE STORM DRAIN JUNCTION BOX ASSEMBLY — SEE CWS PLAN PER C.O.B. DET: D-17. EXISTING FIRE HYDRANT O CATCH BASIN W/ 3.5' OPENING $ PROPOSED 2' BLOWOFF EASEMENT LEGEND PER C.O.B. STD DET. D-14, ASSEMBLY — SEE CWS PLAN ® ITEM OF WORK — SEE SCHEDULE ""S FC�S, UNLESS OTHERWISE NOTED. � PIPE SIZE SECTION LETTERS N E �, l, ® CONSTRUCT SEWER MANHOLE PERam —,•� N.O.R.S.D. S STANDARD DETAIL S-7. 8'S —UTILITY. A W—WATER S—SEWER{ EXISTING SEWER MANHOLE G—GAS D—DRAIN 2 510 � EXISTING SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN 0 ?-0,t-A6 Know whafs b@low. Call before you dig. } j ir -— i i 1 t I � J � k { ��.3z _IcmVT� I$o Coco U > ,> —i c> > Z —_— to to 016 + d� �cn > aW�W !> > cn w INSTALL 29.E OF 8" SEWER 0.24% E i i 416 414 412 410 408 406 404 402 400 398 396 "MA A SECTION 12 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 418 416 414 412 CONSTRUCT SEWER MANHOLE _-- ----- NO. 49 AND 8' STUB WITH 410 CONSTRUCTION OF PHASE 8 408 406 404 402 400 398 396 394 392 390 22+00 22+50 LEGEND: LEGEND (CONT.): CONSTRUC110N NOTES: ABBREVIATIONS 351.9 TO � O1 CONSTRUCT PIPE SADDLE PER PIPE SADDLE DETAIL ON SHEET 6. F.L. FLOWUNE R RIGHT—OF—WAY �j TOP D MANHOLE 351.9 TOB• aa TOP OF JUNCTION BOX 2 CONSTRUCT WITH PHASE 8. C.L. CENIERI.INE M. �fMH MANHOLE +--''� O ELEV. ELEVATION SMH SEWER MANHOLE TOP OF CLEANOUT N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE DISTRICT NO. 1 CB CATCH BASIN — — — CENTERLINE T.O.M. TOP OF MANHOLE GB GRADE BREAK CONSTRUCT STORM DRAIN PER C.O.B. STD. T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK S CONSTRUCT SEWER PER N.O.R.S.D. STANDARD INV INVERT FH FIRE HYDRANT SEWER LATERAL LINE TABLE EL./ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE w PROPOSED WATER - SEE CWS PLAN PA PROPERTY UNE XRW EX. RIGHT-OF-WAY UNE BEARING DISTANCE E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE - - - - TRACT BOUNDARY EX./EXIST: EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT L1 N 17.22'48" E 25.19' C/G CURB & GUTTER STANDARD EXISTING SEWER IRR IRRIGATION T.O.0 TOP OF CLEANOUT L2 S 17'22'48° W 39.96' SURVEY MONUMENT Q EXISTING WATER H PROPOSED GATE VALVE & VALVE o STORM DRAIN MANHOLE PER C.O.B. BOX — SEE CWS PLAN EXISTING STORM DRAIN SCALE: 1 50 , STD. DET. SW -4 & SW -5, 48" DIA. EXISTING GATE VALVE EXISTING GAS = UNLESS OTHERWISE NOTED.50' 25' 0' 50' 100' Y— PROPOSED FIRE HYDRANT � � � � � ...� � � .... PHASE UNE STORM DRAIN JUNCTION BOX ASSEMBLY — SEE CWS PLAN PER C.O.B. DET: D-17. EXISTING FIRE HYDRANT O CATCH BASIN W/ 3.5' OPENING $ PROPOSED 2' BLOWOFF EASEMENT LEGEND PER C.O.B. STD DET. D-14, ASSEMBLY — SEE CWS PLAN ® ITEM OF WORK — SEE SCHEDULE ""S FC�S, UNLESS OTHERWISE NOTED. � PIPE SIZE SECTION LETTERS N E �, l, ® CONSTRUCT SEWER MANHOLE PERam —,•� N.O.R.S.D. S STANDARD DETAIL S-7. 8'S —UTILITY. A W—WATER S—SEWER{ EXISTING SEWER MANHOLE G—GAS D—DRAIN 2 510 � EXISTING SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN 0 ?-0,t-A6 Know whafs b@low. Call before you dig. -------------- ABBREVIATIONS FLOWLINE R/W RIGHT-OF-WAY --►--. I * 1 ❑ ELEVATION roi roi ` O SDMH INSTALL 44.45 3 P4 �� 4 CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK T.O.B. TOP OF JUNCTION BOX c SIDEWALK \ INVERT FH FIRE HYDRANT EL/ELEV. ELEVATION o I o P/L w co d- N N NN + + EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER 2 STANDARD IRR 18 RGJ-RCP * TOP OF CLEANOUT ® SURVEY MONUMENT z m 6 PROPOSED GATE VALVE & VALVE " 0 C3 5' BOX - SEE CWS PLAN * SM. DET. SW -4 & SW -5, 48" DIA. LU O J`p Z 'rn I UNLESS OTHERWISE NOTED. 1� PROPOSED FIRE HYDRANT �cn STORM DRAIN JUNCTION BOX ASSEMBLY - SEE CWS PLAN 1 LU + EXISTING FIRE HYDRANT 1� IM CATCH BASIN W/ 3.5' OPENING a I IN�TALL 400.00 LE OF 18 R -RCP 0.0.39% UNLESS OTHERWISE NOTED. CONSTRUCT SEWER MANHOLE i i1 Q.11% N.O.R.S.D.'S STANDARD DETAIL S-7. 8"S —UTILITY: I 2 30 W -WATER S -SEWER EXISTING SEWER MANHOLE IJ 7 VAIL WAY co I I I I I i i i 1 I J r© I v r= ►= .- O i� ao o , r i r_ i � , r_ 1 ►_ 1 r_ I ►_ I r_ I r= I r= ' � 9 1� N 12 �13 14� �15 I o I J 1 o I o I o �'� Lo - C> ,11 M � I C I q 16� s17 18q X19 20 X21 M M , +- , .•- v W W I M I M I M ! M I M I n I M n M M I It N w � m sJ O w w 1 1 1 I I m I 1 I m I I m 1 vto N w P/L �. 20' 20' z W W N I '�' I I I Ld 1 W 1 W 1 P�- W I w 1 w , W N n N ! C! a 30' 30' m J W g o o I No No No 0 I No No o z a °° CN o Y (TYP.) o+ I I = Q in + o I o I g I o I o o (TYP.) o I o I o I o I' ci co + d w` Q� aId- I M I u°'i I a I ccoo 1 L I h 1 1 0°0 I � I o 1 04 M < v azo , Ln 1LO , co 1 co 1 r 1 � 1 0^+0 1 0000 I rn I 2 1 1 I I I vs p N 1 `N Q 1 iQ 1 ra 1 iQ 1 i¢ R/W r¢ o' N r¢ r¢ r¢ ra ra ra- R/W 0 b 11+00 2 12+00 N M 18' DRAIN 400.00' 14+ is .p52 c368 A5 15+00 16+� `�' 17+00 S89'11'2VE 18+00 660.24' 19+00 20+ 1 S (- - -S S89'11'29'E 400.00' - S - S- - i- - - - —}- s i �n 8" SEWER 400.00' � 0 13+00 2 8' SEWER 347. ' in N o 8" SEWER 347 50' - - - "W ,- - ! ,- - ` ,- I ,- ( ,-[if 1 += d v ,_ ,= ,_ R/W ,_ d '-� '- W- SEE ' I m I - m 1 CWS PLAN O I O I O I o 1 0 1 0 o N I J o 1 0 1 0 1 0 1 0 1' 1 0 1 0 1 CWS PLAN O I © o I o 1 o I o I O 1 o I O z wv o I O 1 o I O I o I S co �+I o I o I o I o I o - o w C) of of of of of ai wo r ai ai of ai of rn z of of of z o N N • 0 of �' �' of ' O 3 �' it �' �' �' (� J O N N N N N O w w 41 39 38 37 36 35 _ + a j34 m 33 32 31 30 29 = t(7 28 27 26 25 24 = 10 J °W z 1 ,�., , vwi , vwi 1 vwi 1 vwi 1 vwi 1 N M I ¢> vwi 1 v 1 vwi 1 vwi 1 cwn 1 vwi a_ 1 N 1 N 1 1 N 1 I 2 3 a_+ r� -¢ 1 N I I I 1 I I I I I 1 1 I 1 I I I I cn I w g o ( c o Q JJ o 0 0 0 0 ci o v o o N O O O O I O I O O O O I O I O I O I O I O O 8 � o M � (`` P/L rn !m LU + c s)z v v ! aS of � PA ! +'a— ! ! ! !CD W <n W + gc a co zn I r, vs 10 O O cp I 00 1� 4m OO o to 01 o N 4 � z co'A + + (�•) •f- + + + P O © { + + + (TV. + + vs + + + + o ( vy N N 1 + 1 1 I CN I CN 1 10 1 � lw o 8 :r I 1 LO I n 1 co I Q 1 1 °� 1 °' 1 rn 1 0+ 1 ,Lq 1 I I I I I 18 + I I I I 1 I I 1 I I N ill a CD o' I 0. SEE * , I CWS PLAN I ( I I I I I I I l 1I i-A� r J I I I 1 I I I rI , I 4I 01RNTON WAY SEE SHEET 14 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 394 392 AVON STREET STA. 10+00.00 C.L. TO 20+60.24 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ABBREVIATIONS FLOWLINE R/W RIGHT-OF-WAY C.L. I M.H./MH 1 ELEV. ELEVATION roi roi N.O.R.S.D. O SDMH INSTALL 44.45 JL -5 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK INV. INVERT FH FIRE HYDRANT EL/ELEV. ELEVATION o I o P/L w co d- N N NN + + VAIL WAY co I I I I I i i i 1 I J r© I v r= ►= .- O i� ao o , r i r_ i � , r_ 1 ►_ 1 r_ I ►_ I r_ I r= I r= ' � 9 1� N 12 �13 14� �15 I o I J 1 o I o I o �'� Lo - C> ,11 M � I C I q 16� s17 18q X19 20 X21 M M , +- , .•- v W W I M I M I M ! M I M I n I M n M M I It N w � m sJ O w w 1 1 1 I I m I 1 I m I I m 1 vto N w P/L �. 20' 20' z W W N I '�' I I I Ld 1 W 1 W 1 P�- W I w 1 w , W N n N ! C! a 30' 30' m J W g o o I No No No 0 I No No o z a °° CN o Y (TYP.) o+ I I = Q in + o I o I g I o I o o (TYP.) o I o I o I o I' ci co + d w` Q� aId- I M I u°'i I a I ccoo 1 L I h 1 1 0°0 I � I o 1 04 M < v azo , Ln 1LO , co 1 co 1 r 1 � 1 0^+0 1 0000 I rn I 2 1 1 I I I vs p N 1 `N Q 1 iQ 1 ra 1 iQ 1 i¢ R/W r¢ o' N r¢ r¢ r¢ ra ra ra- R/W 0 b 11+00 2 12+00 N M 18' DRAIN 400.00' 14+ is .p52 c368 A5 15+00 16+� `�' 17+00 S89'11'2VE 18+00 660.24' 19+00 20+ 1 S (- - -S S89'11'29'E 400.00' - S - S- - i- - - - —}- s i �n 8" SEWER 400.00' � 0 13+00 2 8' SEWER 347. ' in N o 8" SEWER 347 50' - - - "W ,- - ! ,- - ` ,- I ,- ( ,-[if 1 += d v ,_ ,= ,_ R/W ,_ d '-� '- W- SEE ' I m I - m 1 CWS PLAN O I O I O I o 1 0 1 0 o N I J o 1 0 1 0 1 0 1 0 1' 1 0 1 0 1 CWS PLAN O I © o I o 1 o I o I O 1 o I O z wv o I O 1 o I O I o I S co �+I o I o I o I o I o - o w C) of of of of of ai wo r ai ai of ai of rn z of of of z o N N • 0 of �' �' of ' O 3 �' it �' �' �' (� J O N N N N N O w w 41 39 38 37 36 35 _ + a j34 m 33 32 31 30 29 = t(7 28 27 26 25 24 = 10 J °W z 1 ,�., , vwi , vwi 1 vwi 1 vwi 1 vwi 1 N M I ¢> vwi 1 v 1 vwi 1 vwi 1 cwn 1 vwi a_ 1 N 1 N 1 1 N 1 I 2 3 a_+ r� -¢ 1 N I I I 1 I I I I I 1 1 I 1 I I I I cn I w g o ( c o Q JJ o 0 0 0 0 ci o v o o N O O O O I O I O O O O I O I O I O I O I O O 8 � o M � (`` P/L rn !m LU + c s)z v v ! aS of � PA ! +'a— ! ! ! !CD W <n W + gc a co zn I r, vs 10 O O cp I 00 1� 4m OO o to 01 o N 4 � z co'A + + (�•) •f- + + + P O © { + + + (TV. + + vs + + + + o ( vy N N 1 + 1 1 I CN I CN 1 10 1 � lw o 8 :r I 1 LO I n 1 co I Q 1 1 °� 1 °' 1 rn 1 0+ 1 ,Lq 1 I I I I I 18 + I I I I 1 I I 1 I I N ill a CD o' I 0. SEE * , I CWS PLAN I ( I I I I I I I l 1I i-A� r J I I I 1 I I I rI , I 4I 01RNTON WAY SEE SHEET 14 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 394 392 AVON STREET STA. 10+00.00 C.L. TO 20+60.24 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ABBREVIATIONS FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH INSTALL 44.45 LF OF DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK INV. INVERT FH FIRE HYDRANT EL/ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE P/L PROPERTY LINE XRW EX. RIGHT-OF-WAY I 1 ( CALIFORNIA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER STANDARD IRR 18 RGJ-RCP T.O.0 TOP OF CLEANOUT ® SURVEY MONUMENT 6 PROPOSED GATE VALVE & VALVE " 0 STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN SM. DET. SW -4 & SW -5, 48" DIA. EXISTING GATE VALVE UNLESS OTHERWISE NOTED. 1� PROPOSED FIRE HYDRANT STORM DRAIN JUNCTION BOX ASSEMBLY - SEE CWS PLAN PER C.O.B. DET. D-17. EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5' OPENING $ PROPOSED 2' BLOWOFF I IN�TALL 400.00 LE OF 18 R -RCP 0.0.39% UNLESS OTHERWISE NOTED. CONSTRUCT SEWER MANHOLE i i1 Q.11% N.O.R.S.D.'S STANDARD DETAIL S-7. 8"S —UTILITY: W -WATER S -SEWER EXISTING SEWER MANHOLE G -GAS D -DRAIN EXISTING SEWER CLEANOUT 06 WO_T W R= I ' I I 1 b I o> a z it Ld .Wy' ^W { f I 1 1 I "L-7 cj- '�In9 Qm 'Joh ``W u' - I APPROXIMATE FINISH ' ' at1DE i f I ! ® CENTERLINE -- -�f — Qr v o I { > cito. zoJo 't� 2 LH LL_ $in cn W 1 APPRqXIMATE FINISHED i } --�--- j T O_..M• - f @ CENTERLINE ( a 9 -- - - r _ _ - T. f i _..r ---r---- • : • I j •i i -^_ ^^i "" i 1 `�' ( I INV. (, �p 18' DR i I j _ I• j (' •• it IV. 8" SEI ER __ I ^ 2 -INV. 1" GRAIN } •-�------"'" • -"^"'1"" ^ r. -r------"' . ! i i I j i I i ..j..------^� _moi _ _,_•• ' -----" I ( it �, C5 stc a A A 00 W I I ( 2 I IN 8' SEWR l i Ij 3 �`' to f vn W i NY. 8' SEWER I 00 a a I I I 1 � I. I a0 00 f 1 } Ito � i v _ >> I f } ( ( i i i ' 1 ( 0 �• Z 1 z z I f ' } J U W J V ( Z f 1 ' ( i I Z to to ( i f f O i W Z U I I i} ( O Of zi f( Z M O+ a o o 00 f f te 'a 4 E Mir: » I ( I I i !Wn W W W W - f j { i f '+' ( ! I ¢ I J J ( I 1 c 'J� fW W i ( f W t' i W td I STALL 4GO.00 LF + 8" PVC SDR 35 SEWER 60.39% ) I INSTALL 34$.50 LF 8" PVd SDR 35 SEWER 0.60% I I f j f INSTALL 34750 LF 8" PVCISDR 35 ®0.60% En 10+00 11+00 12+00 13+00 14+00 15+00 LEGEND: F.L. ABBREVIATIONS FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE CONSTRUCT STORM DRAIN PER C.O.B. STD. DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK INV. INVERT FH FIRE HYDRANT EL/ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE P/L PROPERTY LINE XRW EX. RIGHT-OF-WAY E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER STANDARD IRR IRRIGATION T.O.0 TOP OF CLEANOUT ® SURVEY MONUMENT 6 PROPOSED GATE VALVE & VALVE " 0 STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN SM. DET. SW -4 & SW -5, 48" DIA. EXISTING GATE VALVE UNLESS OTHERWISE NOTED. 1� PROPOSED FIRE HYDRANT STORM DRAIN JUNCTION BOX ASSEMBLY - SEE CWS PLAN PER C.O.B. DET. D-17. EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5' OPENING $ PROPOSED 2' BLOWOFF PER C.O.B. SM DET. D-14, ASSEMBLY - SEE CWS PLAN UNLESS OTHERWISE NOTED. CONSTRUCT SEWER MANHOLE PER /--PIPE SIZE N.O.R.S.D.'S STANDARD DETAIL S-7. 8"S —UTILITY: W -WATER S -SEWER EXISTING SEWER MANHOLE G -GAS D -DRAIN EXISTING SEWER CLEANOUT 16+00 17+00 LEGEND (CONT.): .0 9 TOW. ,.. ---"'' TIP OF MANHOLE TOP OF JUNCTION BOX 7 Ql! 351.9 - TOP OF CLEANOUT — — — CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. STD. S CONSTRUCT SEWER PER N.O.R.S.D. STANDARD w PROPOSED WATER — SEE CWS PLAN --- — — — — — — — — TRACT BOUNDARY EXISTING SEWER EXISTING WATER EXISTING STORM DRAIN EXISTING GAS PHASE LINE OEASEMENT LEGEND ® ITEM OF WORK — SEE SCHEDULE SECTION LETTER A 2 SHEET WHERE SEC11ON IS SHOWN ff R 19+00 20+00 COONSIBUC11ON NOTES: (1 WATER LINES ARE SHOWN FOR REFERENCE ONLY. SEE CAL WATER PLANS FOR DESIGN AND FOR RESOW11ONS TO CONFLICTS WITH OTHER UTILITIES. CONSTRUCT WITH PHASE 9. 21+00 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 394 392 SCALE: 1 = 50' 50' 25' O' 50' 100' 4 Ivm, v 2 AR"ORn M Know what's below. Call before you dig. poi 424 422 420 418 416 414 412 410 408 406 404 402 400 8 424 422 420 418 416 414 412 410 408 406 404 402 400 39 398- A SECTION 14 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. TRACT BOUNDARY { { ff��ff�ff��f�f���f f��� ���� f�ff �� 1E�7"""71117111 � � ��ff ff�ff�f� ff�����f "00 PA z I 3 W 1 -� J I o (TYP.) o Z o 1 I o I F 0 I oo �N I� 0 I I N I F .� aNi 1 m rn of -� N rn FF 'CK N N W 'O of M A4� !! 40 41LU W 1LLI 1 � Nof W � 1 �m 1 of cn W N� 1 N 1 N ,���' X 1 1 w 2 /� 3 Ox��C°N�" ` (TYP-) o 1 "' (�2 # � 't � 1 1 o Z � 1 z do, o� 1 4 1 0 ! � 1 c�� I p j to o j �$ I Q 2 I M I N° y °° 1 rn °° w+ } + N vaDo++ + d' + w++ 'c ,5 N I N+ LQ + + cq N Q �- I Q 1 j LO �a. `�'4 �p�.c�"�°°` g', 1 I" •Q I�0 1QQ fQ Od/� Ory J a a a F cn IR/W Q Z_ W F N �w `�n`z/ �,< fn r fn — cn N — 1 N c�i� c�i� fn R/- 5� �qy "' 8' S 164. o _ 812 00 8" S 114 " " 13+00 " 156.00' "� 8 8" SEINER 112 40' -' 4 4N00'48'31"E— - , -I- - - -� — -—NOG'48'31'E 278.40'- 27&40 3 Q W r, 11+00 24" DRAIN c 282.22' 8"D 15.00' 18" DRAIN 14+ 235.65' 15+00 cv C� N pQ`� y� 6 5 89'11'29" 5 7 I. 8'W -SEE �R/W 8'W -SFE -3 - - - - - - b o # CWS PLAN i W ^ rn ,,� I' CWS FLAN i - 00 /8 D 1 W $ � z !, w- W ! a: 43 N 41�M ��iF=z N I N W - z 1 3 h C ']' 0 5' a-� 1 I y I o vwii z � �+ I `tomi-Im o 1 z 5' :) - I I �� I Z --' _ 1_ _ ao cd -jta.�Z 00-- -- F- ¢ Q —co --- -- — t+L �, c s'w— E g-�- M -j N .0;% g 1 + - - - - - CWS PLAN 1 I = ¢ W Of m I 1 a �, 42 5' = o � 40 36 aCA - 1 Q 1 N CWS PLAN LL1 LLQ ( LI -1 LL1 8"W -SFE 1 0+ N 00 2 ��; �� 1 ��, �� CWS PLAN I 5 o 51 I I r - - - - - 30' 30'1 N 1 20 1 20' I — - - - - - - 30' 30' - - - - - ;-L, -•�' ;-I--, 1 y � -I--, -I--, 1 20th 0, 'L) , 41 I I L�...., I L�-, 39 30' 30' I / 11- CREEDS STREET BASALT' AVON STREET SEE SHEET 10 SEE SHEET 12 SEE SHEET 13 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 THORNTON WAY STA. 10+00.00 C.L. TO 15+56.80 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL I INSTALL 71.20 U 12+00 ! f INSTALL 15.00 LF ( S 4214'08" W OF 18" RGJ RCP I M ABBREVIATIONS CONSTRUCT STORM DRAIN PER C.O.B. STD. �F I I RIGHT-OF-WAY i EXISTING SEWER C.L ESV, a? 00. % ZJ 04 I. N j LLJ -ice Q'> D> p W j CATCH BASIN z z z _' z f INSTALL 'v00 00 t N � - Ixj ¢ w� FIRE HYDRANT EL/ELEV. ELEVATION D.W.S. 10¢ W w F a W { to W W i W CAUFORNIA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER STANDARD IRR IRRIGATION T.O.0 TOP OF CLEANOUT SURVEY MONUMENT 6 PROPOSED GATE VALVE & VALVE N 0 STORM DRAIN MANHOLE PER C.O.B. INV i 18" D N STD. DET. SW -4 & SW -5, 48" DIA. I � 424 422 420 418 416 414 412 410 408 406 404 402 400 39 398- A SECTION 14 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. TRACT BOUNDARY { { ff��ff�ff��f�f���f f��� ���� f�ff �� 1E�7"""71117111 � � ��ff ff�ff�f� ff�����f "00 PA z I 3 W 1 -� J I o (TYP.) o Z o 1 I o I F 0 I oo �N I� 0 I I N I F .� aNi 1 m rn of -� N rn FF 'CK N N W 'O of M A4� !! 40 41LU W 1LLI 1 � Nof W � 1 �m 1 of cn W N� 1 N 1 N ,���' X 1 1 w 2 /� 3 Ox��C°N�" ` (TYP-) o 1 "' (�2 # � 't � 1 1 o Z � 1 z do, o� 1 4 1 0 ! � 1 c�� I p j to o j �$ I Q 2 I M I N° y °° 1 rn °° w+ } + N vaDo++ + d' + w++ 'c ,5 N I N+ LQ + + cq N Q �- I Q 1 j LO �a. `�'4 �p�.c�"�°°` g', 1 I" •Q I�0 1QQ fQ Od/� Ory J a a a F cn IR/W Q Z_ W F N �w `�n`z/ �,< fn r fn — cn N — 1 N c�i� c�i� fn R/- 5� �qy "' 8' S 164. o _ 812 00 8" S 114 " " 13+00 " 156.00' "� 8 8" SEINER 112 40' -' 4 4N00'48'31"E— - , -I- - - -� — -—NOG'48'31'E 278.40'- 27&40 3 Q W r, 11+00 24" DRAIN c 282.22' 8"D 15.00' 18" DRAIN 14+ 235.65' 15+00 cv C� N pQ`� y� 6 5 89'11'29" 5 7 I. 8'W -SEE �R/W 8'W -SFE -3 - - - - - - b o # CWS PLAN i W ^ rn ,,� I' CWS FLAN i - 00 /8 D 1 W $ � z !, w- W ! a: 43 N 41�M ��iF=z N I N W - z 1 3 h C ']' 0 5' a-� 1 I y I o vwii z � �+ I `tomi-Im o 1 z 5' :) - I I �� I Z --' _ 1_ _ ao cd -jta.�Z 00-- -- F- ¢ Q —co --- -- — t+L �, c s'w— E g-�- M -j N .0;% g 1 + - - - - - CWS PLAN 1 I = ¢ W Of m I 1 a �, 42 5' = o � 40 36 aCA - 1 Q 1 N CWS PLAN LL1 LLQ ( LI -1 LL1 8"W -SFE 1 0+ N 00 2 ��; �� 1 ��, �� CWS PLAN I 5 o 51 I I r - - - - - 30' 30'1 N 1 20 1 20' I — - - - - - - 30' 30' - - - - - ;-L, -•�' ;-I--, 1 y � -I--, -I--, 1 20th 0, 'L) , 41 I I L�...., I L�-, 39 30' 30' I / 11- CREEDS STREET BASALT' AVON STREET SEE SHEET 10 SEE SHEET 12 SEE SHEET 13 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 THORNTON WAY STA. 10+00.00 C.L. TO 15+56.80 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL I INSTALL 71.20 U 12+00 L1 LEGEND: TOP OF JUNCTION BOX 351.9 T• S 4214'08" W 18.35' CONTRACTOR TO VERIFY LOCATION & I CENTERUNE ABBREVIATIONS CONSTRUCT STORM DRAIN PER C.O.B. STD. INVERT ELEVATION PRIOR TO BACKFILL AND I I j RIGHT-OF-WAY i EXISTING SEWER C.L ESV, I 00. % N.O.R.S.D. INSTALL 282.22 LF I OF 24' GJ -RCP 0.13% CATCH BASIN T.O.M. i f INSTALL 235.65; LF OF 1g' RGJ-RO 0 0.39%+ i INVERT FH FIRE HYDRANT EL/ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE PA PROPERTY UNE XRW EX. RIGHT-OF-WAY E.P. EDGE OF PAVEMENT CWS CAUFORNIA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER STANDARD IRR IRRIGATION T.O.0 TOP OF CLEANOUT SURVEY MONUMENT 6 PROPOSED GATE VALVE & VALVE N 0 STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN STD. DET. SW -4 & SW -5, 48" DIA. EXISTING GATE VALVE UNLESS OTHERWISE NOTED. V- PROPOSED FIRE HYDRANT © STORM DRAIN JUNCTION BOX ASSEMBLY - SEE CWS PLAN PER C.O.B. DET. D-17. EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5' OPENING $ PROPOSED 2' BLOWOFF C3 PER C.O.B. STD DET. D-14, ASSEMBLY - SEE CWS PLAN UNLESS OTHERWISE NOTED. v f ® CONSTRUCT SEWER MANHOLE PER /—PIPE SIZE N.O.R.S.D.'S STANDARD DETAIL S-7. 8'S—UTIUTY W -WATER S -SEWER N G -GAS D -DRAIN O z O Ff I of ( I F M m to z 1W z OI z cn �+ W z s ! ; W cn O o P O� t= 00 ( O oa00 z NN Z NN J� _ Q i ZZ Z1 ^Qo rd; z j to to cr OOp -1t 00 m + Opt ¢" ¢ j j N N> � N w w W w ci w w I a "� w w( Ia `;°- Q�, i GR E® TERUNE � W -' GR A E � UNE n _ _ 7 5 I I t g 4 ' I . _ - •� �------�-- INV. 24" - - DRAIN - 3- ; INV. 18" DRAIN - INV. 24 2 DRAIN00 I I I "{ ( • '• ( ( 0 1 f W I IN _I 8' SE116 _ z It N W F LO I ' w. a s j F Nx a O QD IC L6 00 00 zJ Z3 1 I z 00 ' z �w J •z 00 I W_ I 22 I z -i - ! z ¢+0)m0) � I i I Wim- w"cn, ( 1 oo, +�� I I +rn i of i - i to N; M ( (INSTALL { 14.00 LF j Q j I I g �i I a W W W LLIINSIAI LE OE w OF 8' VC SDR w w INT 1 .00 OF i I INSTALL 11240 LF ( W W I 8"� PVC 35 0 0.2¢% 1- W SEWER 0 0.241 Er PVC SD , 35 SEWER 00. % 8' PV SDR 35 SEWER 10.39% 13+00 14+00 LEGEND (CONT. 10+00 11+00 12+00 L1 LEGEND: TOP OF JUNCTION BOX 351.9 T• S 4214'08" W 18.35' CONTRACTOR TO VERIFY LOCATION & - - - CENTERUNE ABBREVIATIONS CONSTRUCT STORM DRAIN PER C.O.B. STD. INVERT ELEVATION PRIOR TO BACKFILL AND CONSTRUCT SEWER PER N.O.R.S.D. STANDARD F.L. FLOWUNE R/W RIGHT-OF-WAY PROVIDE INFORMATION TO ENGINEER. EXISTING SEWER C.L ESV, CENTERLINE M.H. ELEVATION SMH MANHOLE SEWER MANHOLE EXISTING STORM DRAIN N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE LEGEND ITEM OF WORK - SEE SCHEDULE DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK INV. INVERT FH FIRE HYDRANT EL/ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE PA PROPERTY UNE XRW EX. RIGHT-OF-WAY E.P. EDGE OF PAVEMENT CWS CAUFORNIA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER STANDARD IRR IRRIGATION T.O.0 TOP OF CLEANOUT SURVEY MONUMENT 6 PROPOSED GATE VALVE & VALVE N 0 STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN STD. DET. SW -4 & SW -5, 48" DIA. EXISTING GATE VALVE UNLESS OTHERWISE NOTED. V- PROPOSED FIRE HYDRANT © STORM DRAIN JUNCTION BOX ASSEMBLY - SEE CWS PLAN PER C.O.B. DET. D-17. EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5' OPENING $ PROPOSED 2' BLOWOFF PER C.O.B. STD DET. D-14, ASSEMBLY - SEE CWS PLAN UNLESS OTHERWISE NOTED. ® CONSTRUCT SEWER MANHOLE PER /—PIPE SIZE N.O.R.S.D.'S STANDARD DETAIL S-7. 8'S—UTIUTY W -WATER S -SEWER EXISTING SEWER MANHOLE G -GAS D -DRAIN EXISTING SEWER CLEANOUT 13+00 14+00 LEGEND (CONT. UNE TOP OF MANHOLE 35q T.O.B. L1 N 8911'29" W TOP OF JUNCTION BOX 351.9 T• S 4214'08" W 18.35' TOP OF CLEANOUT - - - CENTERUNE CONSTRUCT STORM DRAIN PER C.O.B. STD. S CONSTRUCT SEWER PER N.O.R.S.D. STANDARD W— PROPOSED WATER - SEE CWS PLAN — - - — - - --- - - — TRACT BOUNDARY EXISTING SEWER EXISTING WATER EXISTING STORM DRAIN EXISTING GAS ���������•�� PHASE UNE OEASEMENT LEGEND ITEM OF WORK - SEE SCHEDULE SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 15+00 16+00 SEWER LATERAL LINE TABLE UNE BEARING DISTANCE L1 N 8911'29" W 26.57' L2 S 4214'08" W 18.35' L3 N 89'11'29" W 6.62' CONSTRUCTION NOTES 0i CONSTRUCT PIPE SADDLE PER PIPE SADDLE DETAIL ON SHEET 6. (NOT USED) 2D CONSTRUCT WITH PHASE 7. (3 CONSTRUCT WITH PHASE 8. (4 CONSTRUCT WITH PHASE 9. n STUB & PLUG AT PHASE BOUNDARY. CONTRACTOR SHALL HAVE �-✓ THE STORM DRAIN LINE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFILLING TRENCH. CONNECT TO STUB WITH PHASE 8. �DCONNECT TO STUB WITH PHASE 9. INSTALL RELOCATED TEMPORARY CLEANOUT PER N.O.R.S.D. STD. DTL. S-6 WITH PHASE 7. REMOVE & RELOCATE WITH PHASE 8. INSTALL RELOCATED TEMPORARY CLEANOUT PER N.O.R.S.D. STD. DTL. S-6 WITH PHASE 8. REMOVE WITH PHASE 9. SCALE: 1 " = 50' 50' 25' 0' 50' 100' 0 Qd406t- D D R %w,� s Know what's below. Call before you dig. S �04 0 N O 0 0z LU LU z Uw 1111111111 BAR V ESTIN ABBREVIATIONS FLOWUNE R/W G T R A C T TENTATIVE ABBREVIATIONS FLOWUNE R/W RIGHT-OF-WAY N 0. 7 2 6 4 2% } c x f M w io j o 001 Jrtjt i i o �jo of � z� i` 2% + x P i EXISTING 30' DRAIN PER TRACT7264SEWER & STORM DRAIN PLANS FG SUMP NOTES: 1. EXISTING SUMP PER TRACT 7264 SEWER & STORM DRAIN PLANS. N8824'28"W 188.70' DRAINAGE SUMP, LEGEND F.L. ABBREVIATIONS FLOWUNE R/W RIGHT-OF-WAY C.L. CENTERUNE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE CONSTRUCT STORM DRAIN PER C.O.B. STD. DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK INV. INVERT FH FIRE HYDRANT EL./ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE PAL PROPERTY UNE XRW EX. RIGHT-OF-WAY E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER STANDARD IRR IRRIGATION T.O,C TOP OF CLEANOUT 2:1 SLOPE SURVEY MONUMENT i 6 PROPOSED GATE VALVE & VALVE ~ STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN STD. DET. SW -4 & SW -5, 48" DIA. EXISTING GATE VALVE UNLESS OTHERWISE NOTED. \O�J PROPOSED FIRE HYDRANT STORM DRAIN JUNCTION BOX ASSEMBLY - SEE CWS PLAN — I PER C.O.B. DET. D-17. EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5' OPENING $ PROPOSED 2' BLOWOFF PER C.O.B. STD DET. D-14, ASSEMBLY - SEE CWS PLAN 0x6 UNLESS OTHERWISE NOTED. ® CONSTRUCT SEWER MANHOLE PER /-'—PIPE SIZE r N.O.R.S.D.'S STANDARD DETAIL S-7. 8'S—UTILITY. I f t }{ I W -WATER S -SEWER EXISTING SEWER MANHOLE G -GAS D -DRAIN EXISTING SEWER CLEANOUT ■ ■ I ■ I x % O 4 S89'11'29"E 43.42' — x � I x E 4 N j Q W 00 - :*• 2% I TEMPORARY FLOWAGE & DRAINAGE EASEMENT PER C.O.B. I I f I DOC.#000217010445 O.R. i 00 x ' 1 rn 1 j RIP RAP PAD: PAD LENGTH: 10 I f 01 o M LO PAD WIDTH: 10' " f PAD THICKNESS: 6" FL f x oF----------- --- --- ---- f S 88'5736" E 71.00' H} f g 8 f V S 88'57'36" E 55.00' W " UP f x j ' Uj N O N .. W I i LNZ co oN N TEMP GRATE IN CATCH BASIN 1 C14 1 C14 0 STA. 23+21.65 C 48.00 LT. _ S 88'57'36" E55.00' z ¢ , STA 23+21.65 F. Z � I ------ - -- f S 88'5736" E 71.00' 12" DRAIN -K �� CONSTRUCT OUTLET ! i —"'L -- - - STRUCTURE PER C.O. I� �— a STD. DET. D-11. i J TRACT BOUNDARY - L % '. 0 0 o ' N o 0 o a -_ �9 r I I � _� _ TEMPORARY DRAINAGE SUMP ON COFFEE ROAD 35' WIDE STEM! DRAIN x -- EASEMENT TO DEDICATED I SCALE: 1" = 20' PROPOSED BLOCK WALL (SEE SEPARATE PLAN) LEGEND (CONT.), 351,8 TO.M• INST U .----""" TOP OF MANHOLE TaB. .519 TOP OF JUNCTION BOX 35 TOP OF CLEANOUT - - - CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. STD. S CONSTRUCT SEWER PER N.O.R.S.D. STANDARD w PROPOSED WATER - SEE CWS PLAN -- - - - - - - -- TRACT BOUNDARY EXISTING SEWER EXISTING WATER EXISTING STORM DRAIN EXISTING GAS PHASE LINE OEASEMENT LEGEND ® ITEM OF WORK - SEE SCHEDULE SECTION LETTER ,--- -- A 2 :SHEET WHERE SECTION IS SHOWN CONSTRUCTION NO 41 INSTALL BROOKS PRODUCTS 24" x 24' CATCH BASIN MODEL 2424836 422 420 418 416 414 412 410 408 406 404 402 400 A SEC11ON j5 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 6' CHAINUNK FENCE 422 420 418 416 414 412 410 408 406 404 402 400 0 a 0 W Li Li 0 U LTJ B SECTION 15 TEMPORARY SUMP NO. 2 SCALE: N.T.S. TEMPORARY SUMP CALCULATIONS: VOLUME REQUIRED: 0.13 AC -FT AREA - 0.88 AC.. 0=0.95 VOL REVD - 0.15x(0.88xO.95) - 0.13 AC -FT VOLUME PROVIDED: 0.13 AC -FT AREA(MID)= 0.0347 AC. VOLUME PROVIDED= 0.0347 AC. x 4' DEEP = 0.138 AC -FT 4.0' DEEP - FENCE REQUIRED SCALE: 1 " = 20' 20' 10' 0' 20' 40' w a £ a� s r I ax. �r Know what's below. 0111 before you dig. °0 INST U 23.633 LFvv j ®0. % I IZ I c, U 2:1 SLOPE w i ' — I 1 x 0x6 RIP RAI' PAD r I f t }{ I A SEC11ON j5 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 6' CHAINUNK FENCE 422 420 418 416 414 412 410 408 406 404 402 400 0 a 0 W Li Li 0 U LTJ B SECTION 15 TEMPORARY SUMP NO. 2 SCALE: N.T.S. TEMPORARY SUMP CALCULATIONS: VOLUME REQUIRED: 0.13 AC -FT AREA - 0.88 AC.. 0=0.95 VOL REVD - 0.15x(0.88xO.95) - 0.13 AC -FT VOLUME PROVIDED: 0.13 AC -FT AREA(MID)= 0.0347 AC. VOLUME PROVIDED= 0.0347 AC. x 4' DEEP = 0.138 AC -FT 4.0' DEEP - FENCE REQUIRED SCALE: 1 " = 20' 20' 10' 0' 20' 40' w a £ a� s r I ax. �r Know what's below. 0111 before you dig. Know what's below. 0111 before you dig. C.I. OR CONC. BOX VM UD MARKED SEWER TRENCH WIDTH VCP OR PVC PLUG EXCAYATION AT 1. IMPORTED SANT} AND AGGRLGAIL LJRPAOi 1�IlJi N11 %4 IP CLEANOUT LID IS WRHIN TRAVELED WAY =~ws Omm SHALL RE PER TFCHNCX x 8" THK. CL "A" CONCRETE COLLAR it•9 S'PEC�ICACON''S FOR >:ART1t O -TK. WYE 45 ELBOW .. , CONCRETE ENCASEMENT POURED SEE N4TE � ' . AGAINST UNDISTURBED SOIL 2. SEE TECHNIC& SPEC117IGA'DOINS r ya L" 4" FOR UJUHWM IF TRENC1 SECTION INIDJH €DS TATE MAXIMUM LOCATE SEWER WrM A 1-1/2' IHtTI V, CHISE'..ED ON + SHOIA +i ON THIS DRAWING. TOP OF CLAS *VERE zAz.RrEfW CROSSES U14DER CURB. S; INLINE CLEANOUT + + BACKFF-L COMPACTED TO 2/1Q REVISED M� soo+ E c >k Too AECOM DATE DRAWN SHEET NO. WHERE LIC CURT# EXISTS. OR WHA LATEF0.. ENDS 8' OR DATE REVISION t °essmrs 101Q4 S -G +,+T+< 30 RELAIM Ct ACTItiAi �, SfRfl± Z T[} 8E ixiMaAC EU MW OF CURB, SET A V x 4' S -O' REMOOD TO 95% RELATNE COMPACTION . + + !F WTHIN ROAD= OR TO 9f� STAKE 1eG 2' FIaStSF#moi « + « RELAM'E OOMSPAcrom IF OUTSIDE OF# SEE TECHNICAL `I3 TOP PAINTED WW pA IMPORTED C SAM iIWACIED 10 `? Ci}� CAIIUNS FOR EARTHWO;ZK_ 4'-Q' tllTii#Ii1UM COVER 1 % R=.aATW ACUON tx AT PROPERTY JNE a_ 4. IdII 4! (�it+Eh 0" ALL SEAR -? + WAS TO RE 6' AS IJEA9JRE13 SWR MAI 11EXISONG SUftT' 1 191 FROM FINISHED 3' TO S' RATME MATBzUAL WITH G.wr_ 3%4- WX. 0MOTION OR WWU SAND E REQUIRED 3i t7ISiRTCT 5. PERCENT REIATTVi WTION ISSTWS SANITARY TEE OR WYE NEW LhTEER& � ST Sia_ If 6" MIN. 6' COMPACTED TO 95% RLLATWE THE PERCENT OF THE MAX, TYP OF 2 g" halAlt_ 6' Ca�idP DRY OENSNY AS DETERMINED EY � ASTM D-1557 {5 LAYER, V.G,P.& 03. Pm I PIC SAIDU£ W}TH I MOTH NEOPRENE G,ASKEi, (TEE OR WYE) , CONCRETE ENCA EMENF, ISE 3.0.-I-87MIN., i� CENTERED i - SEE NOTE 3 I 4' OR 6' HOUSE LATERAL VCP OR PVC PLL . + rDACXfU COMPACTED TO 90% � + « * + * . * « + RELATE COMPACTILIN M OR VCP 3DM r + a ♦ + + + + HORIZONTAL SLOPE 114* PER FS�4 T NMUM UPORTE`D SAND OR AGGRECATE COMPACTED WHERE TEE IS INSTALLED L _ _ MY IINE p TO 95% RND E ATW COMPAMICIN ATO WTTT IIT HOUSE LA TEE c w - DEPW SPECinED BY DISTRICT IN vt4iia Vi,� BPLI --°-- WER-EXCAVATED ARM OR UNSILWrMLE �tT�GED OR `I" SUDGRADE MATMALS G"' MIN. ISOMETRIC ' B" B' NORTH OF RIVER SANITARY DISTRICT No.1 NORTH OF RIVER SANITARY DISTRICT No.1 NORTH OF RIVER SANITARY DISTRICT No.1 SeIWR PIPE REMING AAtD I{FII.I. DETAILS a� TYPIC SEWER LATERAL �b LATERAL COMECi`ION TO EXISTING MAIN 12/10, RE E 1"K AECOM TATE I SHED r a. 21 1 RIMS . W sl�Lr mss. 'iii OL sem, m AEC I s 21101 RE Q Imo, SM c.. vo AECOM DATE EEr IST_ DATE RI N'�is'fac`� T 463.1m= € m 104 S-2 �. DATE RE�i I I gar m rai r ern sane [i}T S -S � 7ATE REztTSlta� r eei x+arrsa i 1 S.c� 1' e f T-eZ-rl CLf OUrS REMOVAM STOPS = --z PM € im III" INSZE OF MANHOLE OUTSIDE MANHOLE INSIDE M, � L=Ti ILII SHAff OPENING PLE WALL UNEtEPEDGES BE SWAM SCE Of ,LIETESMaoTx CEMENT MORTATL ROAD PAVEMENT ROAR PAVEMENT TEES FOILS - 2 x € IIAMEiER OF WI.E'T' 5 1 I/4" SLOT FOR LIFTINGS COMER P L A N -- 1 1/2" -24" DIA.—.ALHAMBRA FOUNDRY f NO. A-1254 OR EQUAL � FOR CONCRETE CQtIAR IIEI+VL. SLE 5-9i FOR WHOLE TOP OET&S SEE S-11 36" DIA.—ALHAMBRA FOUNDRY '-] W. A-1253-4, (}I� EQUAL ERIN. - EEE RES,7?E'AVE' IIt CEMW MORTAR > 3 3 f �I S' MT 1. s' btlM. (Rall I TOAt€ } NOTE: AtANHIM GRADE RINGS AS REOUh4fD. SHALL BE 3" HIGH MAX. HEIGHT 6' PER SECTION -ET"ERiNG c' 1,I;IN. C . 3/4 " DIA. HOLE 4 REQ'D � I I , ECCEWRIC CONE SECTION PLAN I j2' AR OR "KENT SERI.' I�Tifr'EEN TES: SEC'IONS TO & ORN WATER TIGHT 1. MANHOLE R IdGS, CONES AMM` JOINTS-TYPICAc�.. SEMIONS SHALL BE AS �. I J 1F -- FOR fiLL E�II;E� SE€ PPE BACKfIt.L. DETAILS. SHM 5--2 R£TE PRODUCTS t#2APPROYM CLASS "A" CO"TE �1ARIES lyl l PI ACF CONIC. EQUAL ro' 1 2" CEMENT T� OF PA11E�I�hiT 2. CL (TEE) WITHI REUOVABtE STORWR t PART CEMENT TORTAIl $ PARTS SMD. D (M) T ( EC (INCH) F (INCH) K --PAVEMENT PROAEtIT7 INE f S MANHOLES 9VTTH A DE""i -0' 48 7 24 GREATER T1*AN 10 FINISH GRADE 8" MiN. SPIAL'_ 6D B B 35 5fl' faiANIE'fER. BE3* �, # 4 MANHfA_F MIN r-- GROOVE MORTAR, TYP. GLADE RIUt;B I �• �� ROAD SECT ON AGGREGATE BASE FUER CITY OR I LA SECTION CQ11I;7Y REOIREMENT TC ORWYE v f1Ii PL SEWER n «I : *- — _ — I li — i �f — i:{�I•� -' Iii '"- t iii 4JL ® 40- .. 4D— e . L;x- -0- i 4..A— ._ —4_. - _ 4J)- — 41j-. j a 9m BELOW ,► 2 � � n LARGESTf PLAN w. J4 BARS 0 1 O.C. ELEVATION PDuR ' AGAINST UNDISTUIPMED SM p 0 NORTH OF RIVER SANITARY DISTRICT No.1 NORTH OF RIVER SANITARY DISTRICT No.1 &� NORTH OF R SANITARY DISTRICT No.1 � •' 48' AND 60' I.D.STANDARD MANI IOLE MANHOLE ME AND GCVER TYPICAL HOUSE CONNECTION �LDA71E REMSED Sint AE' OM DATE i'T<'AWN SI-EET INOa $&12/10 REMSED am .� p�{!(j�j i e'. SIV • �••� O'. ra. im J'FCLIiiM Li�7FJ.'.. T.H±ilHiS . jam,[}jjyj( �L, I�tTIt REM,CN ry q(�per,jf9 kif i'1I,.YI �Af ACLdi & k1. 596i [. Ctr Se30 IQ} AI✓�'l7lY IIAFE 02AWN I£ET NO.t tit 1 �@i 10 I-7 > f QQ.. 8� DATE RmCN T Mi5STm F 681=50 n 104 S-5 � Know what's below. 0111 before you dig. C.I. OR CONC. BOX VM UD MARKED SEWER GROUND VCP OR PVC PLUG LJRPAOi 1�IlJi N11 %4 IP CLEANOUT LID IS WRHIN TRAVELED WAY USE TRAFFIC LID AND CONSTRUCT 24" SO. x 8" THK. CL "A" CONCRETE COLLAR it•9 WYE 45 ELBOW .. , CONCRETE ENCASEMENT POURED ' . AGAINST UNDISTURBED SOIL r ya L" 4" SECTION NORTH OF RIVER SANITARY DISTRICT No.1 S; INLINE CLEANOUT 2/1Q REVISED M� soo+ E c >k Too AECOM DATE DRAWN SHEET NO. DATE REVISION t °essmrs 101Q4 S -G Know what's below. 0111 before you dig. _do- LJRPAOi 1�IlJi N11 %4 Know what's below. 0111 before you dig. N11 pA