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1.2-6364 Ph 1 - 6 Record Drawing
APPROVENORTH OF RIVER SANITARY DISTRICT No. 1 1. HEREBY SPECIFICATION ACKNOWLEDGE DESIGNTHAT THEY DO NOT COMPLY NTH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND HELD LIABLE OR RESPONSIBLE FOR ANY OPERATION AND MAINTANCE OF THE SEWER DUE TO ITS DESIGN. DONALD 0. GLOVER, ERAL MANAGER DATE r� DISTRICT ENGINEER RONALD G. ABRAHAM R.C.E. 43769 (EXP. 6/30/07) DATE REVIEWED BY: CITY OF BAKERSFIELD „FDR STORMDRAIN—DESIGN ONLY REVIEWED BY: �PIXMNT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFI APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD RAUL M. ROJAS R.C.E. 39880 (EXP. 12/31/07) BENCHMARK USED: TOP OF MONUMENT AT THE INTERSECTION OF KRARMEYER ROAD AND ALLEN ROAD ELEVATION = 366.244 FEET (U.S.G.S. DATUM) i ti DATE ,OQFOFESS,a�� G• Ad,�9��y� /� P m rn No.43769 Exp. 6-30-07 ' s��rFOF cau����.�P AFIR L D Alk K 9 /=x > NORTH OF RIVER > SANITARY DISTRICT NO. 1 ,REVISIONS PP ROVED: r ��--.---- > 4—24—a�l �,_.._.. > FR W. PORTER DATE f RCE 33448 (EXP. 06-30-10) ; tt #2 '4-2Y-0 > JOH A DATE ,12 t: GEN AL MANAGER ■ ,4p 0� DD LDR � I,NG �HpSE SHEET No. � -i H],.3 —» .e IMPERIAL 43 35 36 1D RENFRO ROAD 6 `� 31 `` 32 33 34 35 36 31 3 99 33 ROAD 35 36 37 38 7th, STANDARD PHASE 1 M Q GENERAL NOTES i4; t u 6 S 5 rq 4 X 3 0 .., 1 ,- __._.. _._.. _. _.. _-•- -.- _ _ c8#6 O NORSD SEWER DETAILS 25 30 SNOW 28 27 26 12 7 22 aPROJECI; ■ : is 5R 5 ASHTON WOOD COURT to 0 • : 11 ROAD KRATZ AEYER REI A ■i■ :!!!MI �i! ■!!>l S I TE rE U a 13 14 15 16 17 18 6R 6 0 _.. -.._.._._.__._ 13 18 6-C 17 a . 5 14 18 17 q 43 . � �. _ - _. MAGE MAN k 56 .Q 4 V) 19 20 W 21 82 Q 20 a w 24 ROS DALE 3 It HWY. < w 25 30 290 28 a 2 56 z 6 29 233 ` BRIM 4ALL OAD z wa PALM c■ov 6 31 33 o • 34z 35 36 31 33 j VICINITY MAP NO SCALE i i ti DATE ,OQFOFESS,a�� G• Ad,�9��y� /� P m rn No.43769 Exp. 6-30-07 ' s��rFOF cau����.�P AFIR L D Alk K 9 /=x > NORTH OF RIVER > SANITARY DISTRICT NO. 1 ,REVISIONS PP ROVED: r ��--.---- > 4—24—a�l �,_.._.. > FR W. PORTER DATE f RCE 33448 (EXP. 06-30-10) ; tt #2 '4-2Y-0 > JOH A DATE ,12 t: GEN AL MANAGER ■ ,4p 0� DD LDR � I,NG �HpSE SHEET No. --- -i H],.3 —» RENFRO ROAD ! 58' 57 56 55 54 53 152 1 51 5 9 I 1D RENFRO ROAD 6 : VMASt b 1R 1 TITLE SHEET ®-- I ■.�1 32 33 34 35 36 37 38 39 40+'' I PHASE 1 M Q GENERAL NOTES i4; ®------__ _________ _ ' Q NC3RSD SEWER DETAILS a .., 1 ,- __._.. _._.. _. _.. _-•- -.- _ _ c8#6 O NORSD SEWER DETAILS 25 30 29 28 27 26 25 24 23 22 2 ■ : is 5R 5 ASHTON WOOD COURT to 0 • : 11 I • �` ■i■ :!!!MI �i! ■!!>l ■■ ■■ I■ 20 .' 12 13 14 15 16 17 18 6R 6 ARDEN FOREST DRIVE _.. -.._.._._.__._ .. .._. 6-C ! . Q DEERLODGE COURT �s , � -`�• ®, ----------- .—_--__.__ _. ..- -- --• '� . � �. _ - _. _.._.. cede DROMORE COURT LA - y. 0 0 j 10 L9 a 7 6 5 4 29R 9 SNOWDON GLEN STREET ■-w H],.3 —» RENFRO ROAD ! 58' 57 56 55 54 53 152 1 51 5 9 I 1D RENFRO ROAD 6 -- — RENFRO ROAD i - SUMP �. _ - _.. _.. ... - Q SCAFELL PIKE STREET ' 1 40' 41 42 43 44 451 6 l 47 48 4 SC FE E T 6 7 '1 10 11 MAILRIAS LIST A LL PIK S REST ■ l �. ESTIMATED QUANTITIES.■ 39, 38 37 36 35 34 33 NOT ®FOYERS FALLS DRIVE � ' cO32 I 3 TO BE USED FOR BIDDING PURPOSES 16 LOCH TAY DRIVE Ar BANCHORY COURT .97 ■ - 31 I i' 0 29 28 27 26 25SEWER 24 23 ------------ - 1 Q I N VER WOOD D R i VE ■ (.._.._. _.. - .._...._._ .._.__ .__._. _»_ ..__ 12" SEWER MAIN 2,583 L.F. 8" SEWER MAIN 3,512 L.F. 8 1.8 GRAFHAM WOOD WAY & MIDMAR COUR : ' 2 3 4 5 6 7 a 9 10 11 12 13 14 15 1 4" SEWER LINE STANDARD MANHOLES (LATERALS) 10,698 L.F.56 EA. T9 PLUMAS WOOD LANE '- -� PW 2 STORMDRAIN 0 2 PLUMAS WOOD LANE o ' 32 31 26 5 30" R.C.P. STORMDRAIN 644 L.F. 21 CHALLIS FOREST LANE e ■ I 1 30 » . 1 33 I 27 �!- i 24 ifLL 58 ■ 24 R.C.P. STORMDRAIN 1,950 L.F. 21" R.C.P. STORMDRAIN 311 L.F. 2 CHALLIS FOREST LANE ®� 34 129 18 R.C.P. STORMDRAIN 2,266 EA. . ! i „ „ 23 CHALLIS FOREST LANE .- . TYPE A CATCH BASINS 25 EA. i 3r— $ 23 59 20 SABINE FOREST AVENUE STORMDRAIN MANHOLES 19 EA. 4 ,-- -- - - - AM 5 25 OZARK MOUNTAIN DRIVE 6 2S DARTMOOR WOOD AVENUE Its ! eN;s 18 1s 20 21 2`2 60 61 ALLEN ROAD 1 c8#141 r 36 i PRESCOTT FOREST COURT & GALLITAN COURT ' ■ i 16 15 14 Q SUMP DETAIL e �LOT"a" 13 12 11 1a LE!QENQ37 --- --- ATS ' TMH- TOP OF MANHOLE ELEVATION � ' jl \�-'»`•'^'-� ~ ••-•--�-�•—�•� ._� �'- INV.- PIPE INVERT ELEVATION ' 38 _ (E,S,N,W)- (EAST, SOUTH, NORTH, WEST) SHEET INDEX NUMBER �,,,39 40 41 42 43 44 45 46 4' P.V.C.- POLYVINYL CHLORIDE�_.._ f APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ® #12 SEWER MANHOLE W/NUMBER - T -"- ALL LENGTHS PRIOR TO BIDDING THIS PROJECT 0 SD#12 STORM --DRAIN MANHOLE W/NUMBER - --»- / �•'�i'wrat�rwr■�.■wrwrai'airA..ww�rwur..wwwwrawwrw.rwr.w„rwrwawwssww R.C.P.- REINFORCED CONCRETE PIPE R.G.J.- RUBBER GASKET JOINT �CB12 CATCH -BASIN W/NUMBER CO- CATCH -BASIN PROPOSED SEWER MAIN PROPOSED STORMDRAIN % ......--•---. PHASELINE Y'. Rii-D W. PORTER, RCE 33.48 EXP CITY OF BAKERSFIELD FOR STORM DRAIN—DESIGN ONLY REVISIO S PPR L_L�j (1U 4- -z4 oq FRED W. PORTER DATE RCE 33448 (EXP. 06-30-10) MA I P. SHAW DATE RCE 32178 (EXP. 12-31-10) _ Ayg G Phos--. I bn� Q >-cn2 2 g w, 2 '0 w wfficw a� V !(� w W1.11Ow 1—m 060 ..d0%, 4 LL1 st o w x CL w Z Z jos 31: < Z a. c; 41a:®:3 m w 3 say fey rn a s . a` �;. E "i iT .... Y a { •'a tv:..,. 1;' a..% "' L) ;, 1 'PT C 0 ''li q v3 NG P RA S M 2, 0 ' l.! N LY a/0 x-07 BY 5448 Exp. FRONTIER HIGH SCHOOL Fo C RD DRAVIVINaG Fho-se AS onI �^ 6Y: FRED W. PORTER, RCE 50,;+413 EXE? DATE LA - y. 0 0 t, CNI W cIIcLwQ0Q Q A 01 vAYE SIMI r ' ' Z Lo 1 5 6 7 8 9 10 11 12 13 W I^� LL Lu .. .. a 0�mU CO) Oman + ii!!!ilwalli■ 3 27 26 25 24 23 L c • r .�_r .�I ■i\ ' ..N!!i Mala=(MMMMI 0 C8 21 Z r U. YL to 0 W. I Q >-cn2 2 g w, 2 '0 w wfficw a� V !(� w W1.11Ow 1—m 060 ..d0%, 4 LL1 st o w x CL w Z Z jos 31: < Z a. c; 41a:®:3 m w 3 say fey rn a s . a` �;. E "i iT .... Y a { •'a tv:..,. 1;' a..% "' L) ;, 1 'PT C 0 ''li q v3 NG P RA S M 2, 0 ' l.! N LY a/0 x-07 BY 5448 Exp. FRONTIER HIGH SCHOOL Fo C RD DRAVIVINaG Fho-se AS onI �^ 6Y: FRED W. PORTER, RCE 50,;+413 EXE? DATE LA - y. 0 0 1= cIIcLwQ0Q Q A 01 vAYE SIMI r ' ' Z Lo 1 5 6 7 8 9 10 11 12 13 14 15 1S .. .. a 0�mU A Oman + ii!!!ilwalli■ 3 27 26 25 24 23 L c • r .�_r .�I ■i\ ' ..N!!i Mala=(MMMMI ■■ ■■ a■ C8 21 r U. YL to 0 I • �` ■i■ :!!!MI �i! ■!!>l ■■ ■■ Q >-cn2 2 g w, 2 '0 w wfficw a� V !(� w W1.11Ow 1—m 060 ..d0%, 4 LL1 st o w x CL w Z Z jos 31: < Z a. c; 41a:®:3 m w 3 say fey rn a s . a` �;. E "i iT .... Y a { •'a tv:..,. 1;' a..% "' L) ;, 1 'PT C 0 ''li q v3 NG P RA S M 2, 0 ' l.! N LY a/0 x-07 BY 5448 Exp. FRONTIER HIGH SCHOOL Fo C RD DRAVIVINaG Fho-se AS onI �^ 6Y: FRED W. PORTER, RCE 50,;+413 EXE? DATE ------------------�+.,..rw.w.ww#.rww..w.ru.aw.r.a.urw.rwww..uw.uwr..w.rw.wasw.w�tu.r.ararwr� REINA ROAD -N_ KEY MAP SCALE: 1'=200' 0 'z 1= Q A 01 vAYE SIMI Ii �-to Z Lo 1 5 6 7 8 9 10 11 12 13 14 15 1S 1 Q - 0�mU A Oman 4 3 27 26 25 24 23 22 21 20 tg I C8 21 U. YL to 0 I ------------------�+.,..rw.w.ww#.rww..w.ru.aw.r.a.urw.rwww..uw.uwr..w.rw.wasw.w�tu.r.ararwr� REINA ROAD -N_ KEY MAP SCALE: 1'=200' l I06 lUJI A,..Lu 0 'z 1= Q A 0 �-to Z Lo v- 0 W En W Q a. _ o � 1 Q - 0�mU ., ;- w .00 LO LU♦Q� n U. YL to 0 l I06 lUJI A,..Lu 0 'z 1= a cQ Z Lo v- 0 W En W Q a. _ 1 Q - ., ;- w .00 LO �Q O GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. ALL REFERENCES TO SECTION 90 OF THE CALTRANS STANDARD SPECIFICATIONS SHALL REFER TO THE CALTRANS STANDARD SPECIFICATIONS DATED JULY 1992. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 48 HOURS NOTICE. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER -ROBERTSON ENGINEERING AND SURVEYING, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY, 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR GRADING CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10, ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 12. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE CLIENT, OWNER AND CONTRACTOR AGREE TO HOLD THE CONSULTANT HARMLESS AND RELEASE THE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS.. 13. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, 14. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 15. PORTER -ROBERTSON WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER -ROBERTSON ENGINEERING AND SURVEYING, INC. 16. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. SUBWASION SANITARY SEINER PLAN STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE NORTH OF RIVER SANITARY DISTRICT No. 1 DEVELOPMENT STANDARDS, LATEST EDITION, EXCEPT AS NOTED HEREIN. 2. MANHOLE FRAME AND COVERS FOR 24" DIAMETER MANHOLES SHALL BE ALHAMBRA A-1254, OR APPROVED E UAL CONFORMING TO ASTM A46-74 CLASS 35-B. „CAST IjVTO TIS] TOP ,QH TPE COVER SHALL BE THE LETTER DESIGNATIONS SEWER AND NORSD'. TWO, ONLY PICKHOLES SHALL BE ONOEVPICKDHOLTHE NCTHE RtDGEEOFI THE COVER SEE STANDARD THECOVER SAND 3. ECCENTRIC MANHOLE CONES SHALL BE USED WITH THE STRAIGHT VERTICAL SIDE POSITIONED OVER THE OUTGOING SEWER. 4. BUILDING SEWERS TERMINATING IN SEWER MANHOLES SHALL BE 6" TO 12' ABOVE THE INVERT OF THE OUTGOING SEWER. 5. MANHOLE BASE SHALL BE CAST -IN-PLACE, PLACEMENT OF REINFORCING BARS AND WATERSTOPS SHALL BE APPROVED BY THE SEWER INSPECTOR PRIOR TO POURING OF CONCRETE. 6. THE LETTER "S" SHALL BE SCRIBED IN THE TOP OF CURB DIRECTLY ABOVE EACH BUILDING SEWER. 7 PER NORTH OF Sf IVER SANITARY DI'STRICTLSTANDARDS IDE DROP SECTIONS. 8. A REPRESENTATIVE OF THE SANITARY DISTRICT SHALL BE PRESENT AT SEWER PRE -CONSTRUCTION MEETINGS AND SHALL BE. NOTIFIED ONE EEK PRIOR TO START OF SEWER CONSTRUCTION, CONTACT DON GLOVER AT (661) 399-6411 9. PRIOR TO DISTRIACCEPTANCE. HLLFBE PRO SEWER NNORTH NE SEWT 4F AS -BUILT DRAWINGS IN CRONAR. 10. PRIOR TO COMMENCING CONSTRUCTION WITHIN EXISTING PUBLIC ROAD RIGHT-OF-WAYS AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE APPROPRIATE AGENCY. 11. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT (USA) AT LEAST (3) THREE DAYS PRIOR TO ANY CONSTRUCTION. N. .R.S.D. PVC SPECIFICATIONS APPROVED PIPE PRODUCTS W. PIPE TWIN SEAL OR J -M RING TITE P.V.C. (ASTM D3031 SDR35 PIPE FOR SEWER INSTALLATIONS. EXCEPT FOR PROCEDURES II�VOLVIN THE USE OF P.V.C. PIPE AS DETAILED HEREIN THE REQUIREMENTS OF SECTION 71 OF THE STANDARD SPECIFICATIONS ANIS THE REQUIRED MANDRELL TEST AND AIR PRESSURE TEST UPON COMPLETION OF COMPACTION OF THE TRENCH BACKFILL AND SUBGRADE GRADING PLANE ARE APPLICABLE. ASTM SPECIFICATIONS REFERRED TO HEREIN SHALL BE THE LATEST EDITION THEREOF, ALL IMPROVEMENTS SHALL BE IN CONFORMANCE WITH NORTH OF RIVER SANITARY DISTRICT No. 1 STANDARDS UNLESS AMENDED HEREIN, GENERAL 1. P.W. PIPE TWIN SEAL OR J -M RING TITE P.V.C. PIPE SHALL CONFORM TO ASTM D3034 IN ACCORDANCE WITH SDR35 REQUIREMENTS. 2. ALL P.V.C. PIPE AND FITTINGS SHALL CONFORM TO THE FOLLOWING: A) GASKETS SHALL CONFORM TO ASTM DESIGNATIONS D3212 AND F477. B) FITTINGS SHALL BE MADE FROM P.V.C. HAVING A MINIMUM CELL CLASSIFICATION OF 12454-8, 12454-C OR 13343-C AS DEFINED BY ASTM D1784. C) PIPE STIFFNESS SHALL BE 46 PSI MINIMUM WHEN MEASURED IN ACCORDANCE WITH ASTM D2412. D) THE P.V.C. COMPOUND USED FOR PIPE MANUFACTURE SHALL NOT CONTAIN FILLER MATERIAL IN EXCESS OF 10 PPH. E) PIPE SHALL BE MADE FROM P.V.C. HAVING A MINIMUM CELL CLASSIFICATION OF 12454-B, 12454-C OR 13364-B, AS DEFINED BY ASTM D1784. F) EACH LENGTH OF PIPE SH LL BE MARKED WITH THE APPLICABLE ASTM, SDR (IF APPLICABLE CELL CLASSIFICATION, NOMINAL PIPE SIZE AND MANUFACT FUER S NAME OR TRADE MARK. G) A CERTIFICATE OF COMPLIANCE FROM THE PIPE MANUFACTURER SHALL BE PROVIDED FOR EACH TYPE OF MATERIAL USED. H) 1/16TH P.V1�.C. PIPE SHALL NOT DEVIATE FROM STRAIGHT BY MORE THAN MEQ URED FROM THEOCONCAVE (CAMBER)WHEN THE MAXIMUM IPE MUM OFFSET IS FITTINGS P.V.C. PIPE SHALL BE OF THE BELL FACTORY ATTACHED TO THE PIPE. W3 ALTERNATE SOURCE OF NON FABRICATED FITTING CANNOT BE LOCATED. STORAGE AND HANDLING OF P.V.C. PIPE P.V.C. PIPE SHALL BE STORED ON A SMOOTH BED. THE PIPE SHALL NOT BE DROPPED OR DRAGGED, STORED PIPE SHALL BE COVERED TO PROTECT IT FROM ULTRAVIOLET LIGHTSUN S RAYS). P.V.C. PIPE WITH NOTICEABLE COLOR CHANGES RESULTING FROM EXPOSURE TO ULTRAVIOLET LIGHT SHALL BE REJECTED BY THE ENGINEER. BEDDING PIPE BEDDING BACKFILL AND COMPACTION SHALL BE PER NORTH OF RIVER SANITARY DISYRICT No. 1 STANDARD SPECIFICATIONS FOR SEWER IMPROVEMENTS. CLEANING THE COMPLETED SEWER MAIN SHALL BE BALLED AND FLUSHED IN CONFORMANCE WITH NORTH OF RIVER SANITARY DISTRICT No. 1 STANDARDS. DEBRIS AND DIRT SHALL BE REMOVED FROM THE SEWER LINE BY THE CONTRACTOR AND NOT ALLOWED TO REMAIN IN THE PUBLIC SEWER SYSTEM. TESTING AIR TESTING. TESTING OF PVC PIPING SHALL BE CONDUCTED PURSUANT TO NORTH OF RIVER SANITARY DISTRICT No. 1 TECHNICAL SPECIFICATIONS FOR POLYVINYL CHLORIDE SEWER PIPE AND FITTINGS EXCEPT AS NOTED HEREIN. DEFLECTION TESTING: A) THE SEWER MAINS SHALL BE MANDRELLED TO TEST FOR EXCESSIVE DEFLECTION. B) DEFLECTIONS IN THE INSTALLED P.V.C. SEWER PIPE SHALL NOT REDUCE THE BASE INSIDE DIAMETER AS ISTED BY THE MANUFACTURER, BY MORE THAN FIVE 5% PERCENT THIRTY (30 DAYS AFTER BACKFILL AND COMPACTION. ATE THAT TIME PERIOD THE CONTRACTOR, AT HIS EXPENSE SHALL HAND -PULL AN APPROVED MANDRELL THROUGH THE INSTALLED PIPE TO DEMONSTRATE THAT DEFLECTIONS HAVE NOT REQUCED THE INSIDE DIAMETER BELOW TOLERANCE. FOR PIPES 12' DIAMETER AN L RGER THE MAXIMUM DEFLECTION SHALL BE REDUCED TO FOUR , % PERCENT. IF THE MANDRELL FAILS TO PASS FREELY, THE PI ,E HALL BE DEEMED TO BE DAMAGED EPIPE REPLACEDD OVERDEFLECTED PIPE PIPES AGAIN BACKFILLLED UNCOVERED ANY AND TESTED AT THE CONTRACTORS EXPENSE, C) AT THE REQUEST OF THE CONTRACTOR THE ENGINEER MAY WAIVE THE THIRTY30 30DAY TIME PERIOD IF DEFLECTION, AFTER COMPLETION OF BACKFIL A D COMPACTION REDUCES THE MANUFACTURER'S LISTED BASED INSIDE DIAMETER LEIS THAN 3.5%. TESTING PROCEDURES FOR THIS REQUIREMENT ARE THE SAME AS PREVIOUSLY DESCRIBED. IN THE CASE OF A NON -PASSING TEST THE CONTRACTOR AT HIS OPTION, MAY REPLACE OVERDEFLECTED PIPE AS DESCRIBED IN CHIS SECTION OR REVERT TO THE REQUIREMENTS PREVIOUSLY DESCRIBED FOR MAXIMUM 5% DEFLECTION. D) THE MANDRELL USED TO TEST FOR EXCESSIVE DEFLECTION SHALL BE RIGID A D NON-ADJUSTABLE HAVE AN ODD NUMBER OF VANES NINE MINIMUM AND HAVE AN EFFLCTIVE LENGTH OF NOT LESS THAN i S NOMINAL DIAMETER. BEFORE USE, THE MANDRELL SHALL BE PASSED THROUGH A GO NOGO RING PROVIDED BY THE CONTRACTOR AND APPROVED FOR USE BYTE ENGINEER, E) RE -ROUNDER DEVICES ARE PROHIBITED AT NO TIME OR UNDER ANY CIRCUMSTANCES SHALL A SO-CALLED ''RE -ROUNDER OR ANY OTHER DEVICE BE USED INSIDE A SEWER PIPE TO CORRECT AN OVERDEFLECTED ALL DTIHIEO PIPEFPLACEDVONNTHE OPROJECTO OF SUCH BE REJECTED. FOUND, VIDEO TESTING: A) PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY NORSD'S CONSTRUCTION INSPECTOR WHO WILL ALSO INITIAL AND DATE THE CHAIN OF CUSTODY" FORM. THE SUBDIVIDED SHALL IMMEDIATELY NOTIFY NORSD OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS, A RECORDED VIDEO CASSETTE THE COMPLETED CHAIN OF CUSTODY" FORM AND A WRITTEN LOG WHICH INCLUDES THE tTATI NTNG BASED ON THE STATIONING OF THE APPROVED PLANS, 0 ALL CONNECTED LATERALS OF 'THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY NORSD ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF NORSD. COB STORM DRAIN NOTES 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. COB TRENCHING NOTES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT-OF-WAY SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6, CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 170. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. RECORDR I - PHASE 2,,t- .,QNLY NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY OR NORSD STANDARDS AS APPLICABLE EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. LL�ULS Nod _6 $:: EX CITY STANDARD PLATES 1, THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) DATE CITY STD. No. DESCRIPTION CITY STD. No. DESCRIPTION ® Sw-1 SEWER LATERAL MARKER ❑ D-6 LANDSCAPED CONSTRUCTED CHANNELS ❑ SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ D-7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS ❑ SW -3 PAVEMENT PATCHES ❑ D-8 RIGHT OF WAY FOR LINED CONSTRUCTED .CHANNELS ® SW -4 MANHOLE, TYPE "A" ® D-9 PIPE SADDLE DETAIL ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ D-10 SIDEWALK UNDERDRAIN ❑ SW -6 6" CLEAN OUT ® D-11 DRAINAGE BASIN ® SW -7 HOUSE CONNECTION WITH VCP SADDLE ® D-12 CHAIN LINK FENCES ❑ SW -8 INDUSTRIAL SAND TRAP • D-13 CHAIN LINK GATES ❑ SW -10 SAND TRAP ® D-14 CATCH BASIN, TYPE "A" ❑ SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ D-15 CATCH BASIN, TYPE "A-1" ❑ SW -12 SEWER LIFT STATION VALVE BOX ® D-16 GUTTER DEPRESSIONS ❑ D-1 INTENSITY VS. DURATION CURVES ❑ D-17 JUNCTION BOX ❑ D-2 RATIONAL METHOD RUNOFF COEFFICIENTS ❑ D-18 MANHOLE, TYPE "B" ❑ D-3 CHANNEL PROTECTION ❑ D-19 DRAINAGE WELL, TYPE "B" ❑ D-4 CHANNEL PROTECTION ® ST -22 TRENCH BACKFILL & . COMPACTION ❑ D-5 RIGHT OF WAY FOR NATURAL CHANNELS ❑ ST -6 STANDARD PAVEMENT PATCHES L C4 Ln 10 ui a • O a Qpm uj 40 40 • 11. zLLJ o v, o > a ce ca • It 11 • uj i • • ■■■■■■■■■■■■■■Lu ■■■�-�1111�►u 1111 ■■r .., v .f1- ■■ 11■1 fA■11h ON 11■t i■■■■l 1111 00 ■■ ■■ 1111■ I■■■11L ■11 1111---- ---JI: ON ■■■■■■j■■■111■11 ■■►- -1■■■111 ■■ _ ME ask NONNI ■11 ■■■ ■■■■'I ■11 ■■ .1111■■■■SI, �� �� mommosson some CO L ui a O a Qpm uj w 11. zLLJ o v, o > a L DATE - 5/30106 PR JOB No. 05-1991 SHEET 11 OF 29 SHEETS 0 w ce DATE - 5/30106 PR JOB No. 05-1991 SHEET 11 OF 29 SHEETS SEWER 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 N.O.R.S.D. SHALL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR TO START OF CONSTRUCTION. TELEPHONE (661) 256-3411. 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 FACILI--IES, ALL NECESSARY EASEMENT DOCUMENTS SHALL BE PROPERLY EXECUTED AND RECORDED. THREE (3) COPIES EACH OF THE RECORDED DOCUMENTS SHALL BE FURNISHED TO N.O.R.S.D. 5. PRIOR TO THE ACCEPTANCE OF THE SEWER F4CILITIES, ALL PIPING SHALL BE TESTED FOR LEAKAGE AND INFILTRATION. ALL PIPING SHALL BE TELEVISION INSPECTED. 6. THE MANHOLE FRAME AND COVER AND CONCRETE SUPPORT FOR MANHOLES SHALL BE RAISED AND CONSTRUCTED TO FINISHED PAVED GRADE AFTER THE PAVING OPERATION S 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 ENCROACHMENT PERMITS. 8. THE SEWER SYSTEM, INCLUDING LATERALS, SHALL BE HYDROSTATIC WATER OR AIR TESTED, AFTER ALL UNDERGROJND UTILITIES ARE CONSTRUCTED, AND PRIOR TO PLACING STREET PAVEMENT. 9. EXISTING SEWER LOCATION AND FLOWLINE SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE START OF CONSTRUCTION. THE DISTRICT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 10. ONE COMPLETE SET DRAWINGS (MYLARS) SHALL BE FURNISHED TO THE DISTRICT ON COMPLETION OF CONSTRUCTION. STANDARD SEWER NOTES 10/04 DETAIL S-1 GROUND NOTE: IF CLEANOUT LID IS WITHIN TRAVELED WAY USE TRAFFIC LID AND CONSTRUCT 24" SQ. x 8" TH CL. "A" CONC. COLLAR SEE SHT. S-6 45' ELBOW C.I. OF CONC., BOX WITH LID MARKED SEWER 0' PVC PLUG x •. WYE CONCRETE ENCASEMENT POURED AGAINST UNDISTURBED SOIL INLINE CLEANOUT 10/04 DETAIL S-5 TRENCH Li z Z N� so N° TO MATCH THE SOFFIT ELEV. OF W N N ++ + +++ + 'r+ N w o_ w + + + + + �- +++++ U Li + + + + + + ZZ w 0 + + + + + + + + + + + A+++ + + + + + N is if a +++++ N - SELECT MATERIAL WITH A SAND w az OF MANHOLE w� O� _ MIN, 1-4 EQUIVALENCY OF 50 OR GREATER AND A _ FLOW + 00 Of N �-� zw - 3/4" MAXIMUM GRADATION OR IMPORTED • Lu w a o 6" MIN. 6" 0 U a N a o 8" MAX. 8" ml TYPE 1 ^�' V,C.P. & D.I. PIPE uj La ~g .TRENCH WIDTH �^ w Z W N N° TO MATCH THE SOFFIT ELEV. OF 1/2" CEMENT MORTAR N ++ + +++ + 'r+ 6" MIN. w o_ w + + + + + �- +++++ _ Wz ++++++++++ + + + + +++++ SEE TYPE 1, OR TYPE 2— +++++ 2 •`r.;i"� MANHOLE GRADE RINGS AS REQUIRED. N is if a +++++ a SELECT MATERIAL WITH A SAND + 6' MIN.6" 8" MAX. 8" TYPE 2 PVC SEWER PIPE - EXCAVATION AT CONTRACTOR'S OPTION SEE NOTE 3 BACKFILL COMPACTED TO 90% RELATIVE COMPACTION SELECT MATERIAL COMPACTED TO 95% RELATIVE COMPACTION (3/4" MAX. GRADATION) 3" TO 6" NATIVE MATERIAL WITH 3/4" MAX. GRADATION OR SAND WHERE REQUIRED BY DISTRICT COMPACTED TO 95% RELATIVE COMPACTION NOTES: 1. SAND AND SELECT MATERIAL SHALL BE PER TECHNICAL SPECIFICATIONS FOR EARTHWORK, 2. SEE TECHNICAL SPECIFICATIONS FOR EARTHWORK IF TRENCH WIDTH EXCEEDS THE MAXIMUM SHOWN ON THIS DRAWING. 3, STREET ZONE TO BE COMPACTED TO 95% RELATIVE COMPACTION IF WITHIN ROADBED OR TO 90% RELATIVE COMPACTION IF OUTSIDE OF ROADBED, SEE TECHNICAL SPECIFICATIONS FOR EARTHWORK. 4. MINIMUM COVER OVER ALL SEWER MAINS TO BE 6' AS MEASURED FROM FINISHED GRADE. 5. PERCENT RELATIVE COMPACTION IS THE PERCENT OF THE MAX. DRY DENSITY AS DETERMINED BY ASTM D-1557 (5 LAYER) TRENCH SEE NOTE 3 FOR MANHOLE TOP DETAILS SEE S-11 W N TEES TO MATCH THE SOFFIT ELEV. OF 1/2" CEMENT MORTAR BACKFILL COMPACTED TO 90% ++ + +++ + 'r+ 6" MIN. w o_ w RELATIVE COMPACTION + + + + + + + r + n, _ ( w SEE TYPE 1, OR TYPE 2— ++++++++d++ MANHOLE GRADE RINGS AS REQUIRED. �npi OF TRANSITION RADIUS +++++ MAX. HEIGHT 6" PER SECTION SELECT MATERIAL WITH A SAND w� OF MANHOLE w� O� .•... "EC" MIN, DRAIN (TYP) EQUIVALENCY OF 50 OR GREATER AND A _ FLOW + 00 Of N �-� zw - 3/4" MAXIMUM GRADATION OR IMPORTED • Lu w a SAND WHERE REQUIRED BY DISTRICT. 0 U a N COMPACT TO 95% RELATIVE COMPACTION 1/2" MORTAR OR "KENT SEAL" BETWEEN 6" MIN, ^�' uj La ~g w = �^ SAND OR AGGREGATE COMPACTED 1. MANHOLE RINGS, CONES AND w TEE • _ `n TO 95% RELATIVE COMPACTION JOINTS -TYPICAL SECTIONS SHALL BE AS AND TO DEPTH SPECIFIED BY 6" MIN. 6" 10/04 DETAIL S-4 MANUFACTURED BY ASSOCIATED DISTRICT IN OVER -EXCAVATED AREAS $" MAX. 8" U (IN ROCKY AREAS, SAND TYPE 3 `� vii BEDDING IS REQUIRED WITH 6" UNSUITABLE MATERIALS IN St BGRADE MINIMUM BELOW THE PIPE) gOCKY OR OVER -EXCAVATED SEWER PIPE BEDDIN 2. MORTAR SHALL BE: AND BACKFILL DETAIL 10/04 DETAIL S- 1 PART CEMENT TO"T"'MIN. no ■■ 04 , D 24" SQ. x 8" THICK CAST IRON OR STEEL PAVEMENT OR GROUND—F-s I �TOACCl/` i in 2-45' ELBOWS PA END OF LINE CLEANOU 10/04 DETAIL S-1 LOCATE SEWER WITH A 1-1/2" HIGH "S", CHISELED ON - TOP iOF CURB WHERE LATERAL CROSSES UNDER CURB. WHERE NO CURB EXISTS, OR WHERE LATERAL ENDS 8' OR MORR BACK OF CURB, SET A 4" x 4" 3'-0" REDWOOD STAKE EXTENDING 2" ABOVE FINISHED GRADE. TOP PAINTED WHITE - 4' -0" MINIMUM COVER— AT PROPERTY LINE SEWER MAIN EXISTING SURFACE— SANITARY TEE OR WYE "4g�o I LOCATE MH SHAFT OPENING OVER DOWNSTREAM SIDE'OF MH 24" LONG PIPE JOINTS AT INLETS AND OUTLETS RADIUS = 2 x DIAMETER', OF INLET FOR CONCRETE COLLAR L--4" OR 6" HOUSE LATERAL 45' PVC OR VCP BEND HORIZONTAL / WHERE TEE IS INSTALLED WITHOUT HOUSE LATERAL, TEE SHALL BE PLUGGED WITH VCP OR PVC PLUG, SAME AS STUB DETAIL. I S 0 M E T R1 C OR PVC PLUG 1/4" PER FOOT MINIMUM TY LINE TYPICAL SEWER LATERAL 10/04 DETAIL S-3 BREAK PIPE FLUSH WITH INSIDE OF MANHOLE WALL, UNEVEN EDGES SHALL BE PLASTERED SMOOTH WITH CEMENT MORTAR. P LA N DETAIL, SEE S-11 FOR MANHOLE TOP DETAILS SEE S-11 TEES TO MATCH THE SOFFIT ELEV. OF 1/2" CEMENT MORTAR RESIDENCE MGN. uj o p w a- 6" MIN. w o_ w F 6" MIN. (FOR GRADE RINGS) n, U `n w tL o_ Qo oQw MANHOLE GRADE RINGS AS REQUIRED. W —, OF TRANSITION RADIUS MAX. HEIGHT 6" PER SECTION TO BE A TANGENTIAL ARC w� OF MANHOLE w� O� .•... "EC" MIN, DRAIN (TYP) �z _ FLOW + 00 Of z �-� zw - N • Lu w z z ECCENTRIC CONE SECTION 0 U Lu CLEANOUT (TEE) WITH REMOVABLE STOPPER 1/2" MORTAR OR "KENT SEAL" BETWEEN PROPERTY LINE N uj La ~g w = �^ SECTIONS TO FORM WATER TIGHT 1. MANHOLE RINGS, CONES AND w TEE • _ `n MAIN SEWER JOINTS -TYPICAL SECTIONS SHALL BE AS TYPICAL HOUSE CONNECTION 10/04 DETAIL S-4 MANUFACTURED BY ASSOCIATED .---- FOR BACKFILL REQUIREMENTS SEE PIPE CONCRETE PRODUCTS OR ■■��"�■■��, 11 IN BACKFILL DETAILS, SHEET S-1 APPROVED EQUAL. ■■ 11's ■■ ■■ ,■■■ ;I■■■AI' on 2. MORTAR SHALL BE: 1 PART CEMENT TO"T"'MIN. no ■■ 04 , D ■■ NEW ■■■■I "T° MIN. 4 PARTS SAND. ■■ ■■■ ■■■■I EMEMENONNNii�goo ■■ _ ,. 3. MANHOLES WITH A DEPTH D (INCH) T (INCH) EC (INCH) F (INCH) GREATER THAN 10 FEET SHALL BE 60" DIAMETER. 48 6 7 24 60 8 8 36 3' MIN.GROOVE 1/2" R SLOPE - & MOTAR, TYP. 1" z rn 9" BELOW • •` .~ LARGEST PIPE --T`• #4 BARS 12" O.C. E L E V A T 1 0 N POUR BASE AGAINST UNDISTURBED SOIL 48" AND 60" I.D. STANDARD MANHOLE 10/04 DETAIL S-7 CLEANOUTS WITH REMOVABLE STOPPERS RAISE TO SURFACE (SEE S-4) TEES TO MATCH THE SOFFIT ELEV. OF RESIDENCE MGN. uj o p w a- THE OUTFALL SEWER w o_ w oom U o� wiCD ui >NN U `n w tL o_ Qo oQw CIO. W —, OF TRANSITION RADIUS �w �O TO BE A TANGENTIAL ARC w� OF MANHOLE w� O� SLOPE SHELVES TO z� Q DRAIN (TYP) �z _ FLOW + 00 Of z �-� zw - o • Lu w z z 0 U Lu CLEANOUT (TEE) WITH REMOVABLE STOPPER (SEE S-4) PROPERTY LINE N uj La ~g w = • o OR WYE w TEE • _ `n MAIN SEWER PLAN FLOW TYPICAL HOUSE CONNECTION 10/04 DETAIL S-4 SOFFIT OF COLLECTOR SEWER 18 MAX. TO MATCH THE SOFFIT ELEV. OF (UNLESS OTHERWISE NOTED) THE OUTFALL SEWER 04 oom U N ui >NN tL O CIO. LOCATE MANHOLE OPENING OF TRANSITION RADIUS OVER DOWNSTREAM SIDE TO BE A TANGENTIAL ARC OF MANHOLE SLOPE SHELVES TO DRAIN (TYP) _ FLOW + XIST HDPE UTFALL SEWER 33 TO 54ID • HDPE OUTFALL SEWER PIPE FLUSH ,_,,/��CUT WITH INSIDE OF MANHOLE WALL (TYP.) Z X Q 00 FOR MANHOLE FRAME & COVER, SEE S-11 36 MANHOLE GRADE RINGS AS REQUIRED, MAX. HT. 6' PER SECTION COAT MANHOLE INTERIOR 4; WITH CHEMICAL ECCENTRIC CONE SECTION RESISTANT COATING. a SEE SPECIFICATIONS 1/2" MORTAR BETWEEN SECTIONS TO V, FORM WATER TIGHT JOINTS (TYP) w > THICKNESS "T" VARIES, SEE S-9 DIAMETER "D" VARIES SEE S-9 • BACKFILL REQUIREMENTS PER S-1 OUR LEDGE AFTER MANHOLE IS SET N AND TOP OF PIPE HAS BEEN REMOVED EDGE IS TO BE 9" ABOVE 1_SLOPE PIPE SOFFIT OF OUTFALL SEWER Ah Ah CUT TOP HALF OF PIPE EXISTING HDPE) OUTFALLQ OFF INSIDE MANHOLE SEWER 33' TO 54" ID AFTER CONCRETE BASE 9" BELOW -- IS POURED LARGEST PIPE ,� , . • d ' ; . + : 1 • FOR HDPE PIPE MANHOLE PENETRATION, SEE S-9 POUR BASE AGAINST UNDISTURBED �^ x TYP, BOTH SIDES. SOIL AROUND EXISTING OUTFALL #4's 0 12" O.C. "' � SEWER PIPE EACH WAY CUT PIPE FLUSH WITH INSIDE SECJI()N OF MANHOLE NOTES: 1. MANHOLE RINGS, CONES AND SECTIONS SHALL BE AS " MANUFACTURED BY ASSOCIATED CONCRETE PRODUCTS OR EQUAL 2. MORTAR SHALL BE: 1 PART CEMENT TO 4 PARTS SAND 3. NO STEPS IN OUTFALL SEWER MANHOLES 4. CONTACT DISTRICT PRIOR TO CONSTRUCTION OF MANHOLE TO SCHEDULE NORSD INSPECTION AND TO COORDINATE TIE IN PROCEDURE, STANDARD MANHOLE CONNECTION TO EXISTING OUTFALL SEWER 10/04 DETAIL S-8 DATE 5/30/06 PR JOB No. 05-1991 SHEET ~ �Y OF29 SHEETS11 ' .i Q • 04 oom U N ui >NN tL O CIO. LL • • • ui • • ■■��"�■■��, 11 IN ■or .., v.dr, ■■ ■■• ./■■I WE MEN '1■■■■I,, ■■ 11's ■■ ■■ ,■■■ ;I■■■AI' on ■■■.■.�■■■■I■■ ■■. ,■■■■L, ■■' ash ■■■■I no ■■ 04 , ■■ NEW ■■■■I ■■ _ ■■ ■■■ ■■■■I EMEMENONNNii�goo ■■ _ ,. DATE 5/30/06 PR JOB No. 05-1991 SHEET ~ �Y OF29 SHEETS11 ' .i Q 0 O a OZ oom U N ui >NN tL O CIO. DATE 5/30/06 PR JOB No. 05-1991 SHEET ~ �Y OF29 SHEETS11 ' .i LEDGE IS TO BE POURED FLUSH WITH THE INSIDE EDGE OF THE OUTFALL (HDPE) SEWER PIPE (TYP MANHOLE SEALANT LEDGE ALANT TO CUT EDGES POURING LEDGE 'HDPE) OUTFALL ,HDPE) 54" ID SEALANT NOTES: 1. APPLY A HEAVY COAT OF NOAH'S PITCH TO THE CENTER 6" OF THE CONNECTION AREA TO BE CAST IN CONCRETE, 2. WRAP RAM-NEK, KENT SEAL, BUTYL-TITE OR EQUIVALENT MASTIC AROUNC PIPE, OVER THE NOAH'S PITCH, LEAVING PROTECTIVE PAPER ON UNTIL READY TO POUR CONCRETE. 3. WRAP ONE TIME PERPENDICULAR TO PIPE AXIS, THEN ONCE AGAIN DIAGONALLY (IN BETWEEN RIBS). 4. FORM CONCRETE BENCH AFTER PIPE IS INSTALLED, 5. CONCRETE SHOULD BE THOROUGHLY VIBRATED TO INSURE NO VOIDS AROUND APPLICATION OF MASTIC. LARGEST DIAMETER PIPE ENTERING MANHOLE D„ �• 33 -INCHES 60 -INCHES 6 -INCHES 36 -INCHES 72 -INCHES 7 -INCHES 42 -INCHES 72 -INCHES 7 -INCHES 48 -INCHES 84 -INCHES 8 -INCHES 54 -INCHES 84 -INCHES 8 -INCHES HDPE OUTFALL MANHOLE DIAMETER/WALL THICKNESS SCHEDULE AND CONNECTION DETALS 10/04 DETAIL S-9 UNFINISHED WOOD SKIDS TOP AND BOTTOM, BEVELLED AT EACH END. EIGHT SKIDS, (2 SETS), PER NOMINAL LENGTH OF PVC PIPE. SKIDS SHALL, BE STRAPPED IN PLACE 3' FROM EACH END OF PIPE JOINT. NOTCH SKIDS TO SEAT THE 1" WIDE STEEL BANDING STRAPS. FOR PVC PIPE THERE SHALL BE A MAX. OF 3' BETWEEN SKIDS. STEEL CASING -3/8" MINIMUM WALL THICKNESS. DIAMETER AS APPROVED BY DISTRICT—MINIMUM DIAMETER TO BE 4" LARGER THAN MAXIMUM DIAMETER OF PIPE, PIPE COUPLING, OR PIPE BELL. CARRIER PIPE STAINLESS STEEL BANDING STRAP 1" WIDE CRM SECTION SCH:DULE - STEEL CASING FOR PIPE NOMINAL PIP= DIAMETER MINIMUM CASING DIAMETER 4" 12" I.D. g" _ 12" I.D. 8" 18" I.D. 70" 20" I.D. 12" 24" I.D. 16" 30" I.D. 24" - 40" I.D. 1'-6" MIN VARIES 2'-3" CASING SIZE PER NOTE 6" TO 18" WOOD SKIDS TYPICAL PIPE JOINT OR COUPLING & SHORT SECTION OF PIPE—EACH END OF CASING 3/4" MIN, CLR.--J END SEAL—EACH END OF THE CASING SHALL 8E FITTE) WITH AN END SEAL INSTALLED AS SHOWN AND SECURELY FASTENED WITH STAINLESS STEEL CLAMPS. THE END SEAL SHALL BE 1/8" THICK, LONGITUDINAL SECTION MINIMUM, NEOPRENE. GENERAL NOTES: 1 • CASING SHALL BE INSTALLED BY THE BORE, JACK AND/OR TUNNEL METHOD. 2 WOOD SKIDS SHALL BE PER DETAIL AND SIZED TO ALLOW INSTALLATION OF CARRIER PIPE AND PROHIBIT PIPE JOINTS FROM EXCEEDING THE PIPE MANUFACTURER'S RECOMMENDED JOINT DEFLECTION. ALL CASING SECTIONS SHALL BE JOINED BY CONTINUOUS WELDING PROCESS. 3. STEEL CASING CONDUCTOR PIPE 10/04 DETAIL S-13 NEW SEWER SOFFIT ELEVATION OF SEWERS TO MATCH, TRIM PIPE FLUSH WITH INSIDE OF MANHOLE WALL SEE NOTE 2'-0" 2'-0„ TYP. TYP EXISTLG 3" tO 45"11 FLOW HDPE SEWER PIPE SLOPE SHELVES TO DRAIN (TYP) ° EXISTING MANHOLE 4 0 SLOPE TO CHANNEL, TYP. SEE NOTE 1 6" MIN, EXISTING 33" TO RUBBER GASKET WATER STOP -- 45" HDPE SEWER NEW SEWER PIPE eb LEDGE IS TO BE 9" ABOVE PIPE SOFFIT " 4 2 NOTES: SECTION 1. CAREFULLY CORE DRILL OR CHISEL A NEW FLOW CHANNEL INTO EXISTING MANHOLE BASE. INSTALL PVC SEWER PIPE WITH RUBBER GASKET WATERSTOP. COAT EXPOSED ROUGHENED CONCRETE WITH CHEMICAL RESISTANT COATING. SEE SPECIFICATIONS. SOFFIT OF NEW SEWER TO MATCH SOFFIT OF EXISITNG SEWER. 2. SEE NORSD STANDARD TECHNICAL SPECIFICATIONS FOR CONNECTIONS TO EXISTING SEWER PIPE, EXISTING HDPE OUTFALL SEWER AND MANHOLE CONNECTION DETAIL 10/04 DETAIL S-10 DISPOSAL STATION SIGN - 7' GANGER SIGN tm HOSE BIBS SEE NOTE 2 CONCRETE PAD WITH 4" FILL SPACE BETWEEN PIPE AND ROLLED CURB MANHOLE WALL WITH CLASS "A" PROVIDE BUMPER TO PREVENT DRMNG ON PAD TRAILER SEWAGE DANGER UNSAFE DISPOSAL STATION WATER POSITION TRAILER DRAIN OUTLET TO BE OVER PAD WHILE DRAINING. PLACE DRAIN USE THIS HOSE TO FLUSH HOSE SECURELY IN DRAIN OPENING WHILE PADAND TRAILER TANK HOLDING COVER OPEN WITH FOOT. EFFECTIVELY FLUSH PAD AFTER EACH USE. ONLY PRESSURE VACUUM / 20-0"BREAKER 0 I N DRAIN COVER, , FOOT OPERATED C . BODY, BRONZE SELF-CLOSING i 4" ROLLED COVER, GROUND CURB FACE AND SEAT MIN. 4", MAX, 15' TO VENT TO APPROVED SEWAGE DISPOSAL SYSTEM - MINIMUM 4" C.I. OR PVC "P" TRAP S E CTI O N TRAILER SEWAGE DISPOSAL STATION 10/04 DETAIL S-14 KAANIP01 F 01ITCIhF WANIHOI F INCIIIF 1/2" CEMENT MORTAR FINISH GRADE M 10'• MANHOLE GRADE PLAN SECTION 1/4" SLOT FOR LIFTING COVER :4" DIA.-ALHAMBRA FOUNDRY 10. A-1254 OR EQUAL 6" DIA.-ALHAMBRA FOUNDRY 10. A-1251-4, OR EQUAL DOTE: .ETTERING SHALL BE 3" HIGH i/4" DIA. HOLE - 4 REQ'D CLASS "A" CONCRETE PLACE CONC. 1/4" BELOW TOP OF PAVEMEENT PAVEMENT 8" MIN. ROAD SECTION AGGREGATE BASE PER CITY OR COUNTY REQ'MNTS. MANHOLE FRAME AND COVER 10/04 DETAIL S-11 NOTES: 1. USE DROP TYPE CONNECTION WHERE DEFFERENCE IN ELEV. BETWEEN THE MAIN AND INTERSECTING PIPE > 2.5 ft. 2. EXTEND DROP ENCASEMENT TO SPRING LINE OF INCOMING PIPE. 3. DROP TO BE SAME SIZE AS INCOMING PIPE. PLUG DOUBLE HUB JOINT STANDARD DROP MANHOLE TEE SLOPE PER PLAN 24" LONG VCP OR PCV SECTION 2 SEE NOTE 2 -•=- FILL SPACE BETWEEN PIPE AND W Q MANHOLE WALL WITH CLASS "A" CONCRETE STANDARD STRAIGHT PIPE, SEE NOTE 3 �CL l 6" MINIMUM — TYPICAL U CONCRETE ENCASEMENT — POUR to AGAINST UNDISTURBED SOIL USING C!) CLASS 'A' CONCRETE p > a. STANDARD DROP MANHOLE 90' BEND • CROWN ELEVATION OF BEND TO BE s< . ;' ; • ". yt SAME AS CROWN ELEVATION OF LARGEST PIPE ENTERING MANHOLE. NOTE: DROP CONNECTION TYPICAL i z FOR 48" & 60" MANHOLES #4 0 12" Q.C., E.W. BOTTOM OF MANHOLE PER STANDARD MANHOLE DETAILS REFER TO S-7 FOR SHAPING INVERT OF MANHOLES MANHOLE — DROP INLET 10/04 DETAIL S-12 2 � ��G�>l1EER do, "'dV, ac /03 C4 LO W Q z Z .x �CL l Q U U w to i C!) ILL p > a. Z Q w i i LL i i w • U) Q 06 Lu I■v n Ip, ..moi .dItl•I00 ■■ ■■ • mmoni ME 3: -i1 ■■ U. iiiialr Iw■■■I ■■ ■■CNI Nmw■wr ■w■wl ■� ■w _ ■■■m 11■■ ■■ _ �• I■■■■Iliw■ � ��G�>l1EER do, "'dV, ac /03 x W Q z Z .x �CL l Q U U w 3. U -1p C!) z w p > a. DATE 5/30/06 PR JOB No. 05-1991 SHEET IL—OF SHEETS11 ��G�>l1EER do, "'dV, ac /03 x z Z .x 0 Q J C!) Z Q w rY i LL o w U) Q 06 0 3: zW U) DATE 5/30/06 PR JOB No. 05-1991 SHEET IL—OF SHEETS11 z 0 LD w rY DATE 5/30/06 PR JOB No. 05-1991 SHEET IL—OF SHEETS11 1 11 0 10 000 to + 0) ............ O co, i V6 10+00.00 r_ 1 0� O O w + cs 12 -13 i 11 12 13 14 i - • 1 i i � rn 0) rn rn f4 TYP rn .N CC) � rn o cMo 00 i V)0 z= i r 14 15 16 17 18 19 oz v¢ 21 C) a� ri 4 +� N 9 8 7 6 5 4 3 2 LO to Ln QR to Q t? to 19 LO N 0vi•— n Nr- ca N N N K) � ao + + + �4'TYP. + N . + N + M + + t + d - I -- -- I ---- ----I---- - --�-- - -�- __ _% __ _T----- ----�- 11 12 13 14 i - • 1 i i � rn 0) rn rn f4 TYP rn .N CC) � rn o cMo 00 i i r 14 15 16 17 18 19 20 21 PHASE 6 ASHTON WOOD COU ilm HORIZONTAL: 1 "=40' VERTICAL: 1"=2' 1 364 ..........................•..$ �i!........ , ... :... :...:...:...:.......� ...:.., 362 .......................1' 360: ... ... ......... 358: ...... ........... ....:,..:.:. 356: ... :...:... .;...:... 354: ....... �.... 352: ....... ................... ......;... 350 ........ 348: .......... 348:............... ..:.,.:... 9+00 10+00 11+00 12+00 13+00 SEWER PROFILE 14+00 15+00 Q0N,jTRUQ]0bI NOTES Q INSTALL SEWER MANHOLE WITH NUMBER — S -- INSTALL SEWER ---SD --- INSTALL STORMDRAIN ® INSTALL STORMORAIN MANHOLE WITH NUMBER vmv INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY SD STORMDRAIN STATION S SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED, ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 3' OF COVER AT GUTTER FLOWLINE AND A 3' MIN. - 7' MAX. OF COVER AT THE PROPERTY UNE. ALONG CURVES, DISTANCES ARE SHOWIN ALONG RIGHT OF WAY. REECORD DRAWING PHASE Co MY: FRED W. PORTER, RCE 33445 EXP i ..........................364 ..:...:...:...'. ..:...:...:362 r: �'.:..•:...:...:...:...:...:360 ..:...:...:...:...:...:...:358 356 , ..............•......,...,. . • • , 354 .. ' ��yG .....:...:....... :... : 352 AN ...:...:...:.......:...:...:350 •346 16+00 DATE 1 CITY OF BAKERSFIELD FOR STORM DRAIN—DESIGN ONLY REVISI NS APED: V-14 1 � ¢ -4 0 FRED W. PORTER DATE RCE 33448 (EXP. 06-30-10) Z4 XZ4 /.�o.0 MAR AN P. SHA DATE RCE 32178 (EXP. 12-31-10) NORTH OF RIVER SANITARY DISTRICT NO. 1 REVISIONS A'_' �j N P ED: r !/*01P FRED W. PORTER DATE RCE 33448 (EXP. 06-30-10) JOHN AR DATE GENERAL MANAGER o_ z0 F� 01 U Q D CNS =U Q N 0)_m Do- W ZlIx Q DATE /Qg PR JOB No. 0 -1991 SHEET OF 29 S1 IEFTS • 1 i i ii • .N i i d� i i r ■��ii�����■■QUI sf- 1! ■111 IN �■ ■t■ .ANME ■111 ■• EER'`INNOWI . /111 If mill ■ ou' 04]MONNI mill ■torAil ■■'. Awk ■11rr11i ■III ■• MEN ■���I ■1! ■■ now ,*M\1i, ■11 .. • ri 4 o_ z0 F� 01 U Q D CNS =U Q N 0)_m Do- W ZlIx Q DATE /Qg PR JOB No. 0 -1991 SHEET OF 29 S1 IEFTS ! A PHASE 2 24 23 22 i rn ¢ i `t N (O N d LO (+O 5 16 `n i CONSTRUCTIONNO�TES, INSTALL SEWER MANHOLE WITH NUMBER - -- ---r -- -- r- -- cn CONSTRUCT ; ---SD --- INSTALL STORMDRAIN 31 30 ALL LATERALS 28 27 CONSTRUCT TEMPORARY 25 WITH PHASE 1 00 N w CHRISTY U32 CATCH BASIN. d dam- cn S SANITARY SEWER STATION INSTALL SAND BAGS ' ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. . Z AROUND GRATES. TOP OF F5 z v ui ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 3' OF .COVER AT GUTTER FLOWLINE g GRATE ELEVATION = AND A 3' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. c $ 0 ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. SUBGRADE ELEVATION N WITH PHASE 1. 0 ? z 1 �4 TYP. ' ... 0� � REMOVE AND CONSTRUCT J I ± r".z CATCH BASIN PER PLAN a F .,...S t! 0 WITH PHASE 6 oz� l■ `m,' vwQ J_ ii ■■!il ,`:i ■!■■I`ra WQ z< '-c �1 W Q4 tx1 t 11%.li fir: a ■ d` + i N 24 23 22 i rn ¢ i `t N (O N d LO (+O 5 16 `n I-- ---I---- CONSTRUCTIONNO�TES, INSTALL SEWER MANHOLE WITH NUMBER - -- ---r -- -- r- -- cn -- -- -- -t— - ; ---SD --- INSTALL STORMDRAIN 31 30 29 28 27 26 25 n 00 N w m d dam- cn S SANITARY SEWER STATION •- + ' ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. . Z ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. F5 z v ui ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 3' OF .COVER AT GUTTER FLOWLINE g w AND A 3' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. c $ 0 ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. N N + �4 TYP. t0 h ; � s t .,...S t! 12 SJA l■ 14 J_ ii ■■!il ,`:i ■!■■I`ra 24 23 22 i rn ¢ i `t N (O N d LO (+O 5 16 `n PHASE 6 O W 3 N- FOREST D ARDEk a IVEHORIZONTAL: 1 "zc40' VERTICAL: 1 "=2' " o cn 1 INSTALL 2161 L.F. 18" O.18'l. 1 INSTALL 15t L.F. 18" t ty - W CL�-3 RCP w/RGJ STORMORAIN 0 $.•}'IX CL --3 RCP w/RGJ S CONSTRUCT WITH PHASE 1 STORMORAIN 0 4.OGX H _ U w ,� � � V � v � O CONSTRUCT WITH t� 1 � � PHASE 1 CONSTRUCT MANHOLE WITH PHASE 1. RAISE TO = CONSTRUCT MANHOLE to z GRADE WITH PHASE 6 WITH PHASE: 1. RAISE TO A Z - W 01 362 ...•..........�,2,� ,,..,....;............................................. ..� ......,...... .......,..GRADEWIIH PHASE6 •c 3E.... .. r c; ' g . 8 o. ' . 362 to : : : '"' �►,,,, . . . . . . . . . . . . . . . . . . . . . . ......................... : j . . . . . . . : . . . . . . : : .d+• : : °I' • + ,q?PR' ��0AOf ,3....18 �.,.;... •- �......— ..,, 6a �� 360• _. 8 3 360: . . . : . . . : . . . : . . : . . . : . . . : . , . : . . . . . . : . . '�� ._,..s.,...•........... . . . r. - ',�,,..: ; �,''3J9.$�. . : . . . : . . . : . . . : . r'SsSs�' : . . . . . r,- . ; . . ; .. - �-•-- 360 • . • • . . • • • . . . • . . • • *.w. +� w �� .p., ��. w+.- w.r..n t..,..- +.. ...i -,...w.- .rw. ,4„► .r.. r. —, ..,.� -.- -.- ..r r w ;..w .�. 5..,� ..►. wr . • , 358 ....:... : ...:. CONSTRUCTEd . ...:......... ................ ' ..:...:...:.....: .:..................... . ......� . ..... ' ................:.. .:�s`�s'° ...:...: 358 WITH PHASE 2 GONSTRIICT WITH .....PHASE 1 CONSTRUCT WITH- PHASE 1 356 :...:...:...:. :...:...:...:......:...;...:...:...:.,.:...:...:...:...:.,.:...: .:...:...:...:...:...:. ....:. : • :.........356 354 .............. ... .... ....,... ... .................. .................. ...... ......5.............; ..'�... 'ti...........354 ;.. : ;...: :. ,:...:.. ...:,..:...: ..:...:...:...:...:...:.... .....,; .: ......:. :.�2> 35'y:8Z; :... :...:...:.. :...: ,.:...:. ...:..F\ �Q......... 352 :...........:. :...:...:...:...:...:...:.;...;..,:...:.,.:...........:.... :...:...........:..,:...'.. s� ' NOTE: VERIFY : •35'�1.y3 ...:352 . . : EXISTING LOCATION t . AND• ELEVATION- IN... ....................... ... • ...... ........ ............. .:...:.......:.. . FIELD, PRIOR TO 350 ....... ; .:. ...:...:.... .. .. .... CONSTRUCTION AND. .......:. ... ...: .: : , . :...:. .:...: .... ... . • NOTIfY -ENGINEER • • ..... .350 IF THERE ARE ANY : 1 DISCREPANCIES, REMOVEPLUG• .. .. ,.....•............. ....................... .,,,.•.,....,.. AND TIE IN ; : , : ; : ' : : ; : ; : \�A 348 '......,....; ,WITkIPHASE1... .,:., :.. ............ .... .. '..,:...:., ....:...:...:..,: .:_..:...,. .. .: ...: 346 :...:.. ...... �Nu ,..................................... ,. .............,.........,....... ..,....,,........ ,......... ...:...:..,:...:...'346 • � 2„ CNV N.�S CNV f. � � � t • : : : : : : 1 ; : � � � : :...: ���.��..:.. • 3`�5,. '� � ...:...: �INSTALl.2a7tLF. . ....:...;...:.......:...: .;.. :...;,.,:...:...;.. ;INSTALL 331t!L.Fz ....,:,..:...;,..:...:.. ......:...:...;...; :85t CONSTRUCTE LF. : ' 8" PVC SEWER ! ;0.77%: ; ; ; ; ; ; ; ; ; 8" PVC 'SEWER; ®► 344 :........ . .... . . WITH • PHASE .2. , . ..... CONSTRUCT• WITH PHASE. j , ............... , .............................. �OMSTRu�I WITH • PHASE .1 ................. • ............. , ............ ; 344 10+00 11+00 1 0 13+00 14+00 1 +00 16+00 17+00 SEWER PROFILE m INSTALL 15t L.F. 18" CL -3 RCP w/RGJ STORMDRAIN ® 1.00 CONSTRUCT S -WITH PHASE 1 4.75 ' 35y• 82 RECORD DRAWING PHA5E G .w ,-D W. PORTER, FACE 3344.8 EXP. CITY OF BAKERSFIELD FOR STORM DRAIN -DESIGN ONLY REVISIONS APPR VED: FRED -W. PORTER DATE RCE 33448 (EXP. 06-30-10) S. MARIAN P. SHA DATE RCE 32178 (EXP. 12-31-10) NORTH OF RIVER SANITARY DISTRICT NO. 1 REVISIONS APP. OV D: FRED PORTER DATE RCE 33448 (EXP. 06-30-10) �t- V-0 a GEN AL MANAGER DATE 0 z _"�?-14 DATE I-- ---I---- CONSTRUCTIONNO�TES, INSTALL SEWER MANHOLE WITH NUMBER - -- ---r -- -- r- -- -- S — INSTALL SEWER -- -- -- -t— - _- -- -- ---SD --- INSTALL STORMDRAIN W U n ^_ ® . INSTALL STORMDRAIN MANHOLE WITH NUMBER � n f4pTYI).n INSTALL TYPE "A" CATCH -BASIN zn n - - RIGHT-OF-WAY w h + + SD STORMDRAIN STATION co (6 PO j S SANITARY SEWER STATION •- + ' ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. . Z ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. F5 z v ui ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 3' OF .COVER AT GUTTER FLOWLINE g w AND A 3' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. c $ 0 ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. + + t0 h ; � s t 00 Do O N N 0 t! N to to In M M ■■■O{ l■ M M ii ■■!il ,`:i ■!■■I`ra •- J (I J ifN iia L►. U. U- Ik �1 W Q4 tx1 t U c z _ N z O U PHASE 6 O W 3 N- FOREST D ARDEk a IVEHORIZONTAL: 1 "zc40' VERTICAL: 1 "=2' " o cn 1 INSTALL 2161 L.F. 18" O.18'l. 1 INSTALL 15t L.F. 18" t ty - W CL�-3 RCP w/RGJ STORMORAIN 0 $.•}'IX CL --3 RCP w/RGJ S CONSTRUCT WITH PHASE 1 STORMORAIN 0 4.OGX H _ U w ,� � � V � v � O CONSTRUCT WITH t� 1 � � PHASE 1 CONSTRUCT MANHOLE WITH PHASE 1. RAISE TO = CONSTRUCT MANHOLE to z GRADE WITH PHASE 6 WITH PHASE: 1. RAISE TO A Z - W 01 362 ...•..........�,2,� ,,..,....;............................................. ..� ......,...... .......,..GRADEWIIH PHASE6 •c 3E.... .. r c; ' g . 8 o. ' . 362 to : : : '"' �►,,,, . . . . . . . . . . . . . . . . . . . . . . ......................... : j . . . . . . . : . . . . . . : : .d+• : : °I' • + ,q?PR' ��0AOf ,3....18 �.,.;... •- �......— ..,, 6a �� 360• _. 8 3 360: . . . : . . . : . . . : . . : . . . : . . . : . , . : . . . . . . : . . '�� ._,..s.,...•........... . . . r. - ',�,,..: ; �,''3J9.$�. . : . . . : . . . : . . . : . r'SsSs�' : . . . . . r,- . ; . . ; .. - �-•-- 360 • . • • . . • • • . . . • . . • • *.w. +� w �� .p., ��. w+.- w.r..n t..,..- +.. ...i -,...w.- .rw. ,4„► .r.. r. —, ..,.� -.- -.- ..r r w ;..w .�. 5..,� ..►. wr . • , 358 ....:... : ...:. CONSTRUCTEd . ...:......... ................ ' ..:...:...:.....: .:..................... . ......� . ..... ' ................:.. .:�s`�s'° ...:...: 358 WITH PHASE 2 GONSTRIICT WITH .....PHASE 1 CONSTRUCT WITH- PHASE 1 356 :...:...:...:. :...:...:...:......:...;...:...:...:.,.:...:...:...:...:.,.:...: .:...:...:...:...:...:. ....:. : • :.........356 354 .............. ... .... ....,... ... .................. .................. ...... ......5.............; ..'�... 'ti...........354 ;.. : ;...: :. ,:...:.. ...:,..:...: ..:...:...:...:...:...:.... .....,; .: ......:. :.�2> 35'y:8Z; :... :...:...:.. :...: ,.:...:. ...:..F\ �Q......... 352 :...........:. :...:...:...:...:...:...:.;...;..,:...:.,.:...........:.... :...:...........:..,:...'.. s� ' NOTE: VERIFY : •35'�1.y3 ...:352 . . : EXISTING LOCATION t . AND• ELEVATION- IN... ....................... ... • ...... ........ ............. .:...:.......:.. . FIELD, PRIOR TO 350 ....... ; .:. ...:...:.... .. .. .... CONSTRUCTION AND. .......:. ... ...: .: : , . :...:. .:...: .... ... . • NOTIfY -ENGINEER • • ..... .350 IF THERE ARE ANY : 1 DISCREPANCIES, REMOVEPLUG• .. .. ,.....•............. ....................... .,,,.•.,....,.. AND TIE IN ; : , : ; : ' : : ; : ; : \�A 348 '......,....; ,WITkIPHASE1... .,:., :.. ............ .... .. '..,:...:., ....:...:...:..,: .:_..:...,. .. .: ...: 346 :...:.. ...... �Nu ,..................................... ,. .............,.........,....... ..,....,,........ ,......... ...:...:..,:...:...'346 • � 2„ CNV N.�S CNV f. � � � t • : : : : : : 1 ; : � � � : :...: ���.��..:.. • 3`�5,. '� � ...:...: �INSTALl.2a7tLF. . ....:...;...:.......:...: .;.. :...;,.,:...:...;.. ;INSTALL 331t!L.Fz ....,:,..:...;,..:...:.. ......:...:...;...; :85t CONSTRUCTE LF. : ' 8" PVC SEWER ! ;0.77%: ; ; ; ; ; ; ; ; ; 8" PVC 'SEWER; ®► 344 :........ . .... . . WITH • PHASE .2. , . ..... CONSTRUCT• WITH PHASE. j , ............... , .............................. �OMSTRu�I WITH • PHASE .1 ................. • ............. , ............ ; 344 10+00 11+00 1 0 13+00 14+00 1 +00 16+00 17+00 SEWER PROFILE m INSTALL 15t L.F. 18" CL -3 RCP w/RGJ STORMDRAIN ® 1.00 CONSTRUCT S -WITH PHASE 1 4.75 ' 35y• 82 RECORD DRAWING PHA5E G .w ,-D W. PORTER, FACE 3344.8 EXP. CITY OF BAKERSFIELD FOR STORM DRAIN -DESIGN ONLY REVISIONS APPR VED: FRED -W. PORTER DATE RCE 33448 (EXP. 06-30-10) S. MARIAN P. SHA DATE RCE 32178 (EXP. 12-31-10) NORTH OF RIVER SANITARY DISTRICT NO. 1 REVISIONS APP. OV D: FRED PORTER DATE RCE 33448 (EXP. 06-30-10) �t- V-0 a GEN AL MANAGER DATE 0 z _"�?-14 DATE I-- ---I---- ----I----_ -- ---r -- -- r- -- _r - -- -- -- -t— - _- -- -- - ---.,, W U n ^_ nN � n f4pTYI).n zn n II°° N w h + + N N co (6 PO j v- cnw •- + LO .� + I r N r �l '- 1 04 32 33 PHASE 6 O W 3 N- FOREST D ARDEk a IVEHORIZONTAL: 1 "zc40' VERTICAL: 1 "=2' " o cn 1 INSTALL 2161 L.F. 18" O.18'l. 1 INSTALL 15t L.F. 18" t ty - W CL�-3 RCP w/RGJ STORMORAIN 0 $.•}'IX CL --3 RCP w/RGJ S CONSTRUCT WITH PHASE 1 STORMORAIN 0 4.OGX H _ U w ,� � � V � v � O CONSTRUCT WITH t� 1 � � PHASE 1 CONSTRUCT MANHOLE WITH PHASE 1. RAISE TO = CONSTRUCT MANHOLE to z GRADE WITH PHASE 6 WITH PHASE: 1. RAISE TO A Z - W 01 362 ...•..........�,2,� ,,..,....;............................................. ..� ......,...... .......,..GRADEWIIH PHASE6 •c 3E.... .. r c; ' g . 8 o. ' . 362 to : : : '"' �►,,,, . . . . . . . . . . . . . . . . . . . . . . ......................... : j . . . . . . . : . . . . . . : : .d+• : : °I' • + ,q?PR' ��0AOf ,3....18 �.,.;... •- �......— ..,, 6a �� 360• _. 8 3 360: . . . : . . . : . . . : . . : . . . : . . . : . , . : . . . . . . : . . '�� ._,..s.,...•........... . . . r. - ',�,,..: ; �,''3J9.$�. . : . . . : . . . : . . . : . r'SsSs�' : . . . . . r,- . ; . . ; .. - �-•-- 360 • . • • . . • • • . . . • . . • • *.w. +� w �� .p., ��. w+.- w.r..n t..,..- +.. ...i -,...w.- .rw. ,4„► .r.. r. —, ..,.� -.- -.- ..r r w ;..w .�. 5..,� ..►. wr . • , 358 ....:... : ...:. CONSTRUCTEd . ...:......... ................ ' ..:...:...:.....: .:..................... . ......� . ..... ' ................:.. .:�s`�s'° ...:...: 358 WITH PHASE 2 GONSTRIICT WITH .....PHASE 1 CONSTRUCT WITH- PHASE 1 356 :...:...:...:. :...:...:...:......:...;...:...:...:.,.:...:...:...:...:.,.:...: .:...:...:...:...:...:. ....:. : • :.........356 354 .............. ... .... ....,... ... .................. .................. ...... ......5.............; ..'�... 'ti...........354 ;.. : ;...: :. ,:...:.. ...:,..:...: ..:...:...:...:...:...:.... .....,; .: ......:. :.�2> 35'y:8Z; :... :...:...:.. :...: ,.:...:. ...:..F\ �Q......... 352 :...........:. :...:...:...:...:...:...:.;...;..,:...:.,.:...........:.... :...:...........:..,:...'.. s� ' NOTE: VERIFY : •35'�1.y3 ...:352 . . : EXISTING LOCATION t . AND• ELEVATION- IN... ....................... ... • ...... ........ ............. .:...:.......:.. . FIELD, PRIOR TO 350 ....... ; .:. ...:...:.... .. .. .... CONSTRUCTION AND. .......:. ... ...: .: : , . :...:. .:...: .... ... . • NOTIfY -ENGINEER • • ..... .350 IF THERE ARE ANY : 1 DISCREPANCIES, REMOVEPLUG• .. .. ,.....•............. ....................... .,,,.•.,....,.. AND TIE IN ; : , : ; : ' : : ; : ; : \�A 348 '......,....; ,WITkIPHASE1... .,:., :.. ............ .... .. '..,:...:., ....:...:...:..,: .:_..:...,. .. .: ...: 346 :...:.. ...... �Nu ,..................................... ,. .............,.........,....... ..,....,,........ ,......... ...:...:..,:...:...'346 • � 2„ CNV N.�S CNV f. � � � t • : : : : : : 1 ; : � � � : :...: ���.��..:.. • 3`�5,. '� � ...:...: �INSTALl.2a7tLF. . ....:...;...:.......:...: .;.. :...;,.,:...:...;.. ;INSTALL 331t!L.Fz ....,:,..:...;,..:...:.. ......:...:...;...; :85t CONSTRUCTE LF. : ' 8" PVC SEWER ! ;0.77%: ; ; ; ; ; ; ; ; ; 8" PVC 'SEWER; ®► 344 :........ . .... . . WITH • PHASE .2. , . ..... CONSTRUCT• WITH PHASE. j , ............... , .............................. �OMSTRu�I WITH • PHASE .1 ................. • ............. , ............ ; 344 10+00 11+00 1 0 13+00 14+00 1 +00 16+00 17+00 SEWER PROFILE m INSTALL 15t L.F. 18" CL -3 RCP w/RGJ STORMDRAIN ® 1.00 CONSTRUCT S -WITH PHASE 1 4.75 ' 35y• 82 RECORD DRAWING PHA5E G .w ,-D W. PORTER, FACE 3344.8 EXP. CITY OF BAKERSFIELD FOR STORM DRAIN -DESIGN ONLY REVISIONS APPR VED: FRED -W. PORTER DATE RCE 33448 (EXP. 06-30-10) S. MARIAN P. SHA DATE RCE 32178 (EXP. 12-31-10) NORTH OF RIVER SANITARY DISTRICT NO. 1 REVISIONS APP. OV D: FRED PORTER DATE RCE 33448 (EXP. 06-30-10) �t- V-0 a GEN AL MANAGER DATE 0 z _"�?-14 DATE 34 35 36 37 38 t N z 39 40 41 J 18" INV N=\ ® Ll W z W U o W W 25t L•F. 18" Z Q= INSTALL Z Ill W CL 3 RCP w/RGJ QC V1 d w Q ? STORMDRAIN ® 0.602 R1 �W W t i° _ v' CONSTRUCT -N (n W WITH PHASE 1 PHASE 6 O W 3 N- FOREST D ARDEk a IVEHORIZONTAL: 1 "zc40' VERTICAL: 1 "=2' " o cn 1 INSTALL 2161 L.F. 18" O.18'l. 1 INSTALL 15t L.F. 18" t ty - W CL�-3 RCP w/RGJ STORMORAIN 0 $.•}'IX CL --3 RCP w/RGJ S CONSTRUCT WITH PHASE 1 STORMORAIN 0 4.OGX H _ U w ,� � � V � v � O CONSTRUCT WITH t� 1 � � PHASE 1 CONSTRUCT MANHOLE WITH PHASE 1. RAISE TO = CONSTRUCT MANHOLE to z GRADE WITH PHASE 6 WITH PHASE: 1. RAISE TO A Z - W 01 362 ...•..........�,2,� ,,..,....;............................................. ..� ......,...... .......,..GRADEWIIH PHASE6 •c 3E.... .. r c; ' g . 8 o. ' . 362 to : : : '"' �►,,,, . . . . . . . . . . . . . . . . . . . . . . ......................... : j . . . . . . . : . . . . . . : : .d+• : : °I' • + ,q?PR' ��0AOf ,3....18 �.,.;... •- �......— ..,, 6a �� 360• _. 8 3 360: . . . : . . . : . . . : . . : . . . : . . . : . , . : . . . . . . : . . 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'ti...........354 ;.. : ;...: :. ,:...:.. ...:,..:...: ..:...:...:...:...:...:.... .....,; .: ......:. :.�2> 35'y:8Z; :... :...:...:.. :...: ,.:...:. ...:..F\ �Q......... 352 :...........:. :...:...:...:...:...:...:.;...;..,:...:.,.:...........:.... :...:...........:..,:...'.. s� ' NOTE: VERIFY : •35'�1.y3 ...:352 . . : EXISTING LOCATION t . AND• ELEVATION- IN... ....................... ... • ...... ........ ............. .:...:.......:.. . FIELD, PRIOR TO 350 ....... ; .:. ...:...:.... .. .. .... CONSTRUCTION AND. .......:. ... ...: .: : , . :...:. .:...: .... ... . • NOTIfY -ENGINEER • • ..... .350 IF THERE ARE ANY : 1 DISCREPANCIES, REMOVEPLUG• .. .. ,.....•............. ....................... .,,,.•.,....,.. AND TIE IN ; : , : ; : ' : : ; : ; : \�A 348 '......,....; ,WITkIPHASE1... .,:., :.. ............ .... .. '..,:...:., ....:...:...:..,: .:_..:...,. .. .: ...: 346 :...:.. ...... �Nu ,..................................... ,. .............,.........,....... ..,....,,........ ,......... ...:...:..,:...:...'346 • � 2„ CNV N.�S CNV f. � � � t • : : : : : : 1 ; : � � � : :...: ���.��..:.. • 3`�5,. '� � ...:...: �INSTALl.2a7tLF. . ....:...;...:.......:...: .;.. :...;,.,:...:...;.. ;INSTALL 331t!L.Fz ....,:,..:...;,..:...:.. ......:...:...;...; :85t CONSTRUCTE LF. : ' 8" PVC SEWER ! ;0.77%: ; ; ; ; ; ; ; ; ; 8" PVC 'SEWER; ®► 344 :........ . .... . . WITH • PHASE .2. , . ..... CONSTRUCT• WITH PHASE. j , ............... , .............................. �OMSTRu�I WITH • PHASE .1 ................. • ............. , ............ ; 344 10+00 11+00 1 0 13+00 14+00 1 +00 16+00 17+00 SEWER PROFILE m INSTALL 15t L.F. 18" CL -3 RCP w/RGJ STORMDRAIN ® 1.00 CONSTRUCT S -WITH PHASE 1 4.75 ' 35y• 82 RECORD DRAWING PHA5E G .w ,-D W. PORTER, FACE 3344.8 EXP. CITY OF BAKERSFIELD FOR STORM DRAIN -DESIGN ONLY REVISIONS APPR VED: FRED -W. PORTER DATE RCE 33448 (EXP. 06-30-10) S. MARIAN P. SHA DATE RCE 32178 (EXP. 12-31-10) NORTH OF RIVER SANITARY DISTRICT NO. 1 REVISIONS APP. OV D: FRED PORTER DATE RCE 33448 (EXP. 06-30-10) �t- V-0 a GEN AL MANAGER DATE 0 z _"�?-14 DATE w °spy, wl P z a, z coL.. 7 JI 0(.)0 l LL Cf) Z. w i cem w W Fo f c t c � wZ i t a Q�iti l rL N X :: I Ia `. i �_ 00. W m w .roc � �."•� f I z �t Q O ' DATE PIS JOB No. 00-1 M H - StiEET i OF 29 S EETS X. i i x1 III � R1 • • • ■■■■■■■ ■v if, r ■i>t■ t! ■■■O{ l■ ii ■■!il ,`:i ■!■■I`ra ;'i ■ ■ ■ !■!lr+:a! RIRIlIis`'l■ fir: a ■ w °spy, wl P z a, z coL.. 7 JI 0(.)0 l LL Cf) Z. w i cem w W Fo f c t c � wZ i t a Q�iti l rL N X :: I Ia `. i �_ 00. W m w .roc � �."•� f I z �t Q O ' DATE PIS JOB No. 00-1 M H - StiEET i OF 29 S EETS X. i i III � w °spy, wl P z a, z coL.. 7 JI 0(.)0 l LL Cf) Z. w i cem w W Fo f c t c � wZ i t a Q�iti l rL N X :: I Ia `. i �_ 00. W m w .roc � �."•� f I z �t Q O ' DATE PIS JOB No. 00-1 M H - StiEET i OF 29 S EETS X. i i RECORD DRAWING Phase 104)` j Y: FI` ED W. PORTER, RCE 33448 EXP. Z- Z 4-11 DATE U� W o d 6z U z C)I4 oM coc 31Lo Q 32 33 + CD 00 to 0 o p + _ O � 4, i D� S S 02 O � (o co N N 34 35 3 o O 0 cD c0 � O Lo + N 'TYP. N 1 S S 37 38 ? o O 00 n co N N 00 C(? d d+ 0- v> otic .............. - 1-- - -1 - PHASE 1 co M 23 DEERLODGE COURT HORI VEI 362... ...... .................'............................... 360:...:..... .:............:...: '.............................. 358:.......... ............................... ............................................................. . . . . . . . . . . . . . . 356:...:..... ................. ............................... 354:...:...:..:...........:...:...: ........................ ............................... 352....... ........�,�................................... 350:...:...:. :...:...:...:...: :...:...:...:...:...:...:...:. :. .. ... .: . INSTALL 281±- l 8" PVC SEWER 0 348:...:..... .....:............ :...:...:...:...:...:...:...:. 9+00 10+00 11+00 ----- 12+00 13+00 SEWER PROFILE 39 40 ? M Q 00 n e N N 00 C(? d d+ 0- v> otic .............. +N= dw 22 vz 21 06 a I • :...:...:...:356 &W U z Z o C6 w o25 > O� U0 ��pp �t w 06 W) vi 352 M ul (nn o -N- + 0 '_ONTAL: 1 "-40' i ZTICAL: 1"-2' 16+00 INSTALL 51± L.F. 18" CL -3 RCP w/RGJ tT r^r%a • nA A t►A ANh A IAM I (.0 (.0 (of4'Typ. Qo } (o 1 I i + Q N 0) 30 29 28 27 26 25 24 PHASE 1 co M 23 DEERLODGE COURT HORI VEI 362... ...... .................'............................... 360:...:..... .:............:...: '.............................. 358:.......... ............................... ............................................................. . . . . . . . . . . . . . . 356:...:..... ................. ............................... 354:...:...:..:...........:...:...: ........................ ............................... 352....... ........�,�................................... 350:...:...:. :...:...:...:...: :...:...:...:...:...:...:...:. :. .. ... .: . INSTALL 281±- l 8" PVC SEWER 0 348:...:..... .....:............ :...:...:...:...:...:...:...:. 9+00 10+00 11+00 ----- 12+00 13+00 SEWER PROFILE 39 40 ? M Q 00 n e N N 00 C(? d d+ 0- 14+00 �t z ? rF c0 � ? 00 n e N R� 00 C(? J N (3 0- v> otic .............. +N= dw 22 vz 21 06 a I • :...:...:...:356 &W U z Z o C6 w o25 > O� U0 ��pp �t w 06 W) vi 352 M ul (nn o -N- + 0 '_ONTAL: 1 "-40' i ZTICAL: 1"-2' 16+00 INSTALL 51± L.F. 18" CL -3 RCP w/RGJ tT r^r%a • nA A t►A ANh A IAM 14+00 �t z ? . 36 2 � ? t ad w R� C(? J N (3 0- v> otic .............. +N= dw a vz 1 06 a I • :...:...:...:356 &W U D Z Z o Q wW ^ N_ > O� Ni ��pp �t w 06 W) vi 352 ul (nn ' 350 iso iso 0 i 16+00 c i I } 5' 1 I i SD -�} I }(I I C� F-• W Z W W OW= cn O W z w INSTALL 15t L.F. 18" CL -3 RCP w/RGJ STORMDRAIN ® 1.67% CONSTRUCTION NOTES ® INSTALL SEWER MANHOLE WITH NUMBER S --- INSTALL SEWER --- SD --- INSTALL STORMDRAIN ® INSTALL STORMDRAIN MANHOLE WITH NUMBER vv INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY SD STORMDRAIN STATION S SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 3' OF COVER AT GUTTER FLOWLINE AND A 3' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. �,., +t ... ,' ; ............. . 36 2 n t V) ....................... 0 ................360 \ M M U -)M otic .............. � a . .................... .. s..........358 10 I • :...:...:...:356 &W U D Z Z o Q wW co Z 2 L > LLL IW o o ... ,�.............. 352 :...:................ ' 350 iso iso .......................348 16+00 " INV N -S= 354.93 118" INV S= 18" INV N -E= 355- O 4.5Z 354.90 INSTALL 40t L.F. 18" 8" SWR INV= CL -3 RCP w/RGJ 351.17 STORMDRAIN ® 0.50% STORIADRAIN SECTION \,:,V NO SCALE t •1 1 v N ul) ZN C4 o z ca 0 z W LLJ F w n t V) o 0 \ M M U -)M v � a J J J J 10 • co &W U D Z Z o Q wW " INV N -S= 354.93 118" INV S= 18" INV N -E= 355- O 4.5Z 354.90 INSTALL 40t L.F. 18" 8" SWR INV= CL -3 RCP w/RGJ 351.17 STORMDRAIN ® 0.50% STORIADRAIN SECTION \,:,V NO SCALE t •1 1 v N ul) ZN C4 o z ca 0 z W LLJ F w ■ DATE 5/30/06 11 PR JOB No. 05-1991 SHEET OF 2 SHEETS F OI o 0 \ w; 0 1'Si v � a 0 m • co &W N W Q wW co Z 2 L > LLL IW o o a ■ DATE 5/30/06 11 PR JOB No. 05-1991 SHEET OF 2 SHEETS z 0 W ■ DATE 5/30/06 11 PR JOB No. 05-1991 SHEET OF 2 SHEETS RECORD DRAWING Pau & _l/ )w)w BY: FEED W. PORTER, RCE 33448 EXP. r I—V-11 DATE rn r4 Cir 13 14 15 16 17 18 -- 19 20 X12 ' co co � — S — INSTALL SEWER M 00 r - N (D (D (D v � O - - O 0o C14m =) Mk M U o i Lu o r< r__ w O r- J4'TYP. N vv) o +0 o - - RIGHT-OF-WAY v ui > v z 1---- -----a -- - � - -� -- --�---- ---4--- rn ---I--- L - -4- Cir t--F---r -- c� d- o -- 0 N ' co co � — S — INSTALL SEWER M i/ N t` M Oj v � O z w O C14m =) Mk : rI z of m z 10 i Lu o 9 t--F---r 1 6 .s - -- c� d- o -- 0 N 1 6 .s - -- - -- - -- - -- 0 ® INSTALL SEWER MANHOLE WITH NUMBER co co N — S — INSTALL SEWER co i/ N t` M M v � 5 I 4 1 3 r �4'TY . N N \ + 00 d- 2 1 °° z ao w (3 a0 d w 0 0 oLo �U1 355.00 LLI to ED INSTALL 40 L.F.± 18"PHASE z CL -3 RCP w RGJ „ STORMDRAIN ®0 50% 8 SWR INV= 352.00 DROMORE COURT /-AN STORMDRAIN SECTION HORIZONTAL: 1"=40' .r NO SCALE VERTICAL: 1 "=2' INSTALL 53± L.F. 18" INSTALL 27± L.F. 18" CL -3 RCP w/RGJ CL -3 RCP w/RGJ I- co F- rn STORMORAIN 0 0.49% O v N v O STORMDRAIN ® 1.50% o364...... .....................'"..................................................... ...................... ....................... z..:.� �.'- � .. 2...............364 ri f5 in p {n 0 V O to g + V O :..... :...............:...� Q.................................................... Q ..................... ......................0 0 z �. o..:...:...:...: 362...... :...:...:...:...:....:...:...:...:...:...:...:........................... ,..................... ......................Din....fn ...,)N.h,n...............362 +w +ri + + +moi In N : .. 'is._ _ .._._.._. _. _ cn ��O ti\ APPROX/MA T£ D£.S✓GV GRADE ,56 AGO.W'S'£W£R MA/N. 360 ...... ............................................................................. ....-.... -- — -- — —r-- ._ -- _ .... i.. . _ _ ..... ..... 9 . .............. : 360 ...... ................................................................. I .......... .......................'I....................�.a.....:........ 358...... ............................................................. .. .� .... ..�. 358 owe. . .���. 356...... .......................................................................... ...................... ....................... ...... .... ...............356 ...... .........:................................................................ ...................... ........ ............... :...:...:...:...?..:...... s 354354.. . ... ... .................. ................�':...:... �� hD Ix :......:...:...: ��.:...:...:...:...:...:...:...:... 352...... .................................................... .. /I......... :...;...:...:352 ...... ............................................................................: :., :...:...:...:... .....::...:...:...:..\.� .. `�'":3 `.:...:...:...: 350...... ....................................:...:...:...:...:...:...:...:...:...:...: ................., �:...;.........350 ...:. .:..: :. ..:..:.INSTALL 279± L.F.... IN TALL. 279±• L.F.. ... .:.....:..:... : 8" PVC SEWER ® 0.35% : :.. : : : : 8" PVC SEWER V 0.45% 348....... .................:...:..:..............................33....:...:...:............:3�.:..........................................348 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SEWER PROFILE a 8 INV N -E= 354,9 5.07 co O CONSTRUCTION NOTES 0 ® INSTALL SEWER MANHOLE WITH NUMBER co co N — S — INSTALL SEWER i/ ---SD --- INSTALL STORMDRAIN t` ca v 0 v � ® INSTALL STORMDRAIN MANHOLE WITH NUMBER z w O C14m =) Mk : rI z of m z WA INSTALL TYPE "A" CATCH -BASIN i Lu o m w ci Lu (nn o vv) o +0 o - - RIGHT-OF-WAY v ui > v z v Q *. i I SD STORMDRAIN STATION $ O) z rn ow 000 w- w S SANITARY SEWER STATION sump-mN■■p, 11 Nor ter. �r .ilF No NEl .e■■1 N■ ■■■ +EN■■r OR ■■ 'oN �■ o 1-6 ao + �R ' to vi + M ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ON, Alla ■■■■l N■ ■E■ NENNi ■N NML _ N■ M■■ aE■■1 iiN■N■■■N■MEMO 3 ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. I .. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 3' OF COVER AT GUTTER I FLOWLINE AND A 3' MIN. - 7' MAX. OF COVER AT THE PROPERTY UNE. ( ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. 15f{ 5' I( 4 -71 S W, toM Lo M (li ^ JJ J J 00 li U- a. m . w Z Z w 2 � i z 1 O IN N -S= O'I 35'4. 2V 0 Z W L�i.l rn to z O fv_• + a 18" INV S= oLo �U1 355.00 LLI to ED INSTALL 40 L.F.± 18"PHASE z CL -3 RCP w RGJ „ STORMDRAIN ®0 50% 8 SWR INV= 352.00 DROMORE COURT /-AN STORMDRAIN SECTION HORIZONTAL: 1"=40' .r NO SCALE VERTICAL: 1 "=2' INSTALL 53± L.F. 18" INSTALL 27± L.F. 18" CL -3 RCP w/RGJ CL -3 RCP w/RGJ I- co F- rn STORMORAIN 0 0.49% O v N v O STORMDRAIN ® 1.50% o364...... .....................'"..................................................... ...................... ....................... z..:.� �.'- � .. 2...............364 ri f5 in p {n 0 V O to g + V O :..... :...............:...� Q.................................................... Q ..................... ......................0 0 z �. o..:...:...:...: 362...... :...:...:...:...:....:...:...:...:...:...:...:........................... ,..................... ......................Din....fn ...,)N.h,n...............362 +w +ri + + +moi In N : .. 'is._ _ .._._.._. _. _ cn ��O ti\ APPROX/MA T£ D£.S✓GV GRADE ,56 AGO.W'S'£W£R MA/N. 360 ...... ............................................................................. ....-.... -- — -- — —r-- ._ -- _ .... i.. . _ _ ..... ..... 9 . .............. : 360 ...... ................................................................. I .......... .......................'I....................�.a.....:........ 358...... ............................................................. .. .� .... ..�. 358 owe. . .���. 356...... .......................................................................... ...................... ....................... ...... .... ...............356 ...... .........:................................................................ ...................... ........ ............... :...:...:...:...?..:...... s 354354.. . ... ... .................. ................�':...:... �� hD Ix :......:...:...: ��.:...:...:...:...:...:...:...:... 352...... .................................................... .. /I......... :...;...:...:352 ...... ............................................................................: :., :...:...:...:... .....::...:...:...:..\.� .. `�'":3 `.:...:...:...: 350...... ....................................:...:...:...:...:...:...:...:...:...:...: ................., �:...;.........350 ...:. .:..: :. ..:..:.INSTALL 279± L.F.... IN TALL. 279±• L.F.. ... .:.....:..:... : 8" PVC SEWER ® 0.35% : :.. : : : : 8" PVC SEWER V 0.45% 348....... .................:...:..:..............................33....:...:...:............:3�.:..........................................348 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SEWER PROFILE a 8 INV N -E= 354,9 5.07 ���\j1EER * d/ J 3 I _> V :. °o- ovd.Y x /03b ♦c SSP co O 0 co co N LL i/ ca • i O v vUi i Lu o m � Lu i Uzi • > E ww ■■■RENEE■■�■■N o sump-mN■■p, 11 Nor ter. �r .ilF No NEl .e■■1 N■ ■■■ +EN■■r OR ■■ 'oN �■ o ■N all 111 ■N EE__-_- --1r �R sliml co ON, Alla ■■■■l N■ ■E■ NENNi ■N NML _ N■ M■■ aE■■1 iiN■N■■■N■MEMO ■■ .. ���\j1EER * d/ J 3 I _> V :. °o- ovd.Y x /03b ♦c SSP O 0 N O v vUi (L 1 o m � Lu Uzi y > E ww o LL. o a ���\j1EER * d/ J 3 I _> V :. °o- ovd.Y x /03b ♦c SSP DATE 5/30/06 PR JOB No. 05-1991 SHEET I OF 29 SHEETS Z 0 W DATE 5/30/06 PR JOB No. 05-1991 SHEET I OF 29 SHEETS 7 1-[4. phase- I FR: !- gib,: T E', RSL33448 EXP. RECORD DRAWNG PHAS E C, BY: FRED W. PORTER, RCE 33448 EXP. ®ATE29 -Oct DATE �1V Ait U Z ^ Z cd Oda +N z ILO 0 5 d 00 J F..,. 02 04 �- c c m L... o 9Lo1mw Q W OD LLJ pp Q °d �n g �in : a I = N iR � 0 •.. 3 _ Ir U L4.! O W ® IZ 0" Q W W =1 _ _ i 1 - W - —'T .n.Innn •n.nnnn. � � _. wr CITY OF BAKERSFIELD FOR STORM DRAIN—DESIGN ONLY REVISIONS OVED: 2112- Ajo� �� I 1 5 4 fda Lo 9b� W coZ F 362:...:...:...oN.:...:...:...:...:...:...: ;...:...:.., 360:...:...:.. 0,.'�.' . .. . . . . . :. . : . . 358: ... ..:...:...:.......:.,....... ...........,. . .. a .. ::...: ;NOTE: 'VERIF.`Y LXISrtING •LOCATION AND ELEVATION IN ' 356 ..:.. • : • . • FIELDS PRIOR TO C;ONSTRU,CTION ,.:...:...:. � :AND NOTIFY ENGINEER IF THERE .8 ARE ANY D6CREPANCIE3. 3S,y , 354:...:...:... .:......:...:...:...:...:. .:.,.;...:.,, 352:...:...:... ....:.......:...:...:.. : T.. -REMOVE PLUG S - .. � . . • •aND•TIElN .... ,,....:..q .WITH PHASE;1. 350;.,.:...:,.. ,:.,'��...:.,.;,. ........:...',..:...:.. • , 1.0+00 11+00 12+00 - 2¢_09 FRED W. PORTER DATE RCE 33448 (EXP. 06-30-10) R M RIAN P. SHAW DATE RCE 32178 (EXP. 12-31-10) 20 21 13+00 c p®pqq � 0 F- W. CONSTRUCT ,WITH PHASE 1 i - NORTH OF RIVER SANITARY DISTRICT N0. 1 REVISIONS A�PP D: 1� v 4 z¢-ars• FRED W. PORTER DATE RCE 33448 (EXP. 06-30-10) JOH MAR DATE GENE AL MANAGER 40 T 41 :352 ..:., , :...;350 - 2¢_09 FRED W. PORTER DATE RCE 33448 (EXP. 06-30-10) R M RIAN P. SHAW DATE RCE 32178 (EXP. 12-31-10) 20 21 13+00 c p®pqq � 0 F- W. CONSTRUCT ,WITH PHASE 1 i - NORTH OF RIVER SANITARY DISTRICT N0. 1 REVISIONS A�PP D: 1� v 4 z¢-ars• FRED W. PORTER DATE RCE 33448 (EXP. 06-30-10) JOH MAR DATE GENE AL MANAGER 40 T 41 �� �,. A. ��, wA ��. ,moi � ..�.R �.� ,:Ind. ,�� ,ISI.• �I�11111 \. l,/.„ ,....11111. �� A. �.. ,.SIA. �A .�� 15+35.00 CL C.S. w 3.8 1MDE ENING f1>Q � PHASES 1 AND 6.� W (0 ZO'� W O a I I SNO W.. D -,ON GLEN STREET HORIZONTAL: 1 "= 40' ' VERTICAL: 1 "=2' �r 3 1►1l.T • 1 1 AbAl 1 C A On 14+00 15+00 16+0 c SEWER PROFILE 17+00 WON 0 INSTALL SEWER MANHOLE WITH NUMBER —S --- INSTALL SEWER ---SD --- INSTALL STORMORAIN ® INSTALL STORMDRAIN MANHOLE WITH NUMBER �v INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY SD STORMDRAIN STATION S SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE '4" UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 3' OF COVER AT GUTTER Fl.OWUNE ANDA 3' MIN. - 7' MAX. OF C01/ER AT THE PROPERTY UNE. ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. CONSTRUCT TEMPORARY CHRISTY U32 CATCH BASIN. INSTALL SAND BAGS AROUND GRATES TOP OF GRATE ELEVATION = SUBGRADE ELEVATION NTH PHASE 1. REMOVE AND CONSTRUCT CATCH BASIN PER PLAN WITH PHASE 6 19+00 20+00 I W O Z ... 5 ....362 ..... .....360 .... ..,.358 ..:. ...:356 ..:. ..:;354 . : INV H • ,353.0 �4, ..:..1:...:348 21+00 I a w • DATE 5/30106 • PR J(?B No. 05-1991 SHEET' OF 29 SHEETS :352 ..:., , :...;350 ..:..1:...:348 21+00 I a w • DATE 5/30106 • PR J(?B No. 05-1991 SHEET' OF 29 SHEETS u 0 0 cV 2 co 0) o0D rn r�- I TT V V • V 04 �Il � GRAFHAM WOOD WAY SEE SHEET 18 PHASE 3 RENFRO HORIZONTAL: 1 "=40' VERTICAL: 1 "=2' CONSTRUCTION NOTES ® INSTALL SEWER MANHOLE WITH NUMBER S — INSTALL SEWER ---SD --- INSTALL STORMDRAIN ® INSTALL STORMDRAIN MANHOLE WITH NUMBER Pollv INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY SD STORMDRAIN STATION S SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 3' OF COVER AT GUTTER FLOWLINE AND A 3' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. of cov— Q �- S Z i`' W - W —SD— mZ to - W J W Q 33 .. s rv`FHAS E Z t 3 o tALY BY FRED W. f"IyUt, . V' ►;4`�� . " .. DAT INSTALL 385* L.F. 24"'=' CL -3 RCP w/RGJ STORMORAIN ® 0.� Incoz 00 r"(> "k U: NUS toZ r H F- ao to w s D 04 +v�_j +Z 0 MrZ zo= �zoZ �Q _ .. a rnc,= Q z rnN UQ U� UQ U< �� CDM tD� N� 362 ... .......................................:...:...:...:...:...:...:...:...:...:... +:...:...:...:...:...:...:...:...:...:...:... � .:...:...:...:...:...:.. ..:...:...:...:362 =_ N V) .......An..... ..............................................cn 60�.� o�v.:...:...:............................°.. a� ................r : : : - --------- ---- --: ------ ::::::--- AP"P'e40XmATE D&IGN GRADE :.. ..:...:..�� oa ........................._ .-._. �.�...-...-.-.-...-.........._ ...- ................ ....360360 •E€N " -: — - --`_ . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 358* ...:...:...:...:...:...:..:...:................................................................................................................... ................358 356: ... :...:...:...:...:........ .......... :... :............... :... :...:...:...:...:...:...:...:...:........... : ... .............................................. ......................:.. ...............:356 .................................................................................... ................... ... .............................................. ................ 354: ... ...........................................:...:...:...:...........:.......:...:...:.......:.............................................::...............................:.354 ........................ .................... :...:...:...:...:...................................................... ................ 352:.......:...:...:...:...:.. .:... :... :...:...:...:...:...:...:...:....... :...:...:.................. ............. �............................................. ...................... ...............:352 •... ..................................... ...:...:...:...:...:...:...:...:................................... ..........:....................................... .................: .. .................... . : EX 10' SEWER STUB : : : : : : : : • 9 ` �� : : : : : : : : : : : : : �'�`�� : : : : : 350 :...:...:...:...:. ......DIA., 5=0.1 °...:...:...:...:...:...........: ..:...........:.......��i�......................:.......:...:...:...:...:...:... ...:...:...:...: 350 37 ' CNV � : •6� F�� • : : : : : : : : : : : ........................ ..............:...:................................................... :,,�%......... ...:...........'...:......:...:................................... /...... .. ................ .........................:...:...:...:...:348 348348... .�� $6. �a �: :...:...:...:. .:.. :. ............: ..: ..:...:............... .. ...: ..:...:... ij,\. :..._...:. .:. :...:...:... ..:. .:...���.: �i`'� :::: ': ..:�: :...:...:...:...��h .. ...:...:...:...: 346346... ... . ... ... ...:...:...:...:...:...:...:...:...:...:.............. ...�.: '" :...:...:....INSTAL 10 L.F..:.. :...:...... INSTALL 400 L.F. :...:....... INSTALL• 279:1- L.F..:...:...:...:...:...: .:... ; INSTALL 1341 L.F: ...:.......:...:...:.. . 12"' PVC SEWER '� 0.15% ;. 12" :PVC SEWER 0 0.1fa% 12" PVC SEWER ® 0.+M 12" PVC ;SEWER ® 0. . 344* ... :...:...........:...................................................... /� v ............................... ................ .........:...... o s/ .................. ,�� �.:....................344 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SEWER PROFILE 4 it o- W w 0 Q 0 0 0) N 6j 0 O 0 O cD n z N �a� r- - nt) i I 0404 <c N • 00 OD( + + N V) �L 'j + ■a/ . I/ ..Mal 111J on milk �./■ml mil ■■ ■■■ '�mm■ml 911 • am own,1111i 1111ioo--------JI w ■11 mm■mm■7m■■■I mil mar, -\omoml mil W .- ' - (� rn - :. mm■mmmmmmmm■■rt I TT V V • V 04 �Il � GRAFHAM WOOD WAY SEE SHEET 18 PHASE 3 RENFRO HORIZONTAL: 1 "=40' VERTICAL: 1 "=2' CONSTRUCTION NOTES ® INSTALL SEWER MANHOLE WITH NUMBER S — INSTALL SEWER ---SD --- INSTALL STORMDRAIN ® INSTALL STORMDRAIN MANHOLE WITH NUMBER Pollv INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY SD STORMDRAIN STATION S SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 3' OF COVER AT GUTTER FLOWLINE AND A 3' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. of cov— Q �- S Z i`' W - W —SD— mZ to - W J W Q 33 .. s rv`FHAS E Z t 3 o tALY BY FRED W. f"IyUt, . V' ►;4`�� . " .. DAT INSTALL 385* L.F. 24"'=' CL -3 RCP w/RGJ STORMORAIN ® 0.� Incoz 00 r"(> "k U: NUS toZ r H F- ao to w s D 04 +v�_j +Z 0 MrZ zo= �zoZ �Q _ .. a rnc,= Q z rnN UQ U� UQ U< �� CDM tD� N� 362 ... .......................................:...:...:...:...:...:...:...:...:...:... +:...:...:...:...:...:...:...:...:...:...:... � .:...:...:...:...:...:.. ..:...:...:...:362 =_ N V) .......An..... ..............................................cn 60�.� o�v.:...:...:............................°.. a� ................r : : : - --------- ---- --: ------ ::::::--- AP"P'e40XmATE D&IGN GRADE :.. ..:...:..�� oa ........................._ .-._. �.�...-...-.-.-...-.........._ ...- ................ ....360360 •E€N " -: — - --`_ . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 358* ...:...:...:...:...:...:..:...:................................................................................................................... ................358 356: ... :...:...:...:...:........ .......... :... :............... :... :...:...:...:...:...:...:...:...:........... : ... .............................................. ......................:.. ...............:356 .................................................................................... ................... ... .............................................. ................ 354: ... ...........................................:...:...:...:...........:.......:...:...:.......:.............................................::...............................:.354 ........................ .................... :...:...:...:...:...................................................... ................ 352:.......:...:...:...:...:.. .:... :... :...:...:...:...:...:...:...:....... :...:...:.................. ............. �............................................. ...................... ...............:352 •... ..................................... ...:...:...:...:...:...:...:...:................................... ..........:....................................... .................: .. .................... . : EX 10' SEWER STUB : : : : : : : : • 9 ` �� : : : : : : : : : : : : : �'�`�� : : : : : 350 :...:...:...:...:. ......DIA., 5=0.1 °...:...:...:...:...:...........: ..:...........:.......��i�......................:.......:...:...:...:...:...:... ...:...:...:...: 350 37 ' CNV � : •6� F�� • : : : : : : : : : : : ........................ ..............:...:................................................... :,,�%......... ...:...........'...:......:...:................................... /...... .. ................ .........................:...:...:...:...:348 348348... .�� $6. �a �: :...:...:...:. .:.. :. ............: ..: ..:...:............... .. ...: ..:...:... ij,\. :..._...:. .:. :...:...:... ..:. .:...���.: �i`'� :::: ': ..:�: :...:...:...:...��h .. ...:...:...:...: 346346... ... . ... ... ...:...:...:...:...:...:...:...:...:...:.............. ...�.: '" :...:...:....INSTAL 10 L.F..:.. :...:...... INSTALL 400 L.F. :...:....... INSTALL• 279:1- L.F..:...:...:...:...:...: .:... ; INSTALL 1341 L.F: ...:.......:...:...:.. . 12"' PVC SEWER '� 0.15% ;. 12" :PVC SEWER 0 0.1fa% 12" PVC SEWER ® 0.+M 12" PVC ;SEWER ® 0. . 344* ... :...:...........:...................................................... /� v ............................... ................ .........:...... o s/ .................. ,�� �.:....................344 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SEWER PROFILE 4 z g CL zoo a o � 0 75' I— o oU� < W 06 FINE!W 3: W it • W .r 0 Q 0 0 r � r vv li I .r i I . • aaamamonmomaorl ■a/ . I/ ..Mal 111J on milk �./■ml mil ■■ ■■■ '�mm■ml 911 • am own,1111i 1111ioo--------JI W ■11 mm■mm■7m■■■I mil mar, -\omoml mil W ME, Elk 7mm■1 ■11 mmm■■ Naomi oil ' - so Sam omm l oil - :. mm■mmmmmmmm■■rt e a z g CL zoo a o � 0 75' I— o oU� < W 06 FINE!W 3: W W 0 Q 0 0 vv li a W3 W W N W U-11: e a z g CL zoo a o � 0 75' I— o oU� < W 06 FINE!W 3: W DATE p PR JOB No. SHEET OF 29 HEETS z 0 w DATE p PR JOB No. SHEET OF 29 HEETS ul I _ =_ X 00 � N Zr=) T-- w S-7 m w = m Z Ln—SD— W J W =UU) Q- Q 2 !�I i SCAFELL PIKE STREET SEE SHEET 13 39 40 - � �O �L� � n NaL % � !N 'We V �W, Rl l'. 10 CONSTRUCTION NOTES ® INSTALL SEWER MANHOLE WITH NUMBER S — INSTALL SEWER ---SD--- INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE WITH NUMBER t.—IN„v INSTALL TYPE "A” CATCH—BASIN — — RIGHT—OF—WAY SD STORM DRAIN STATION , S SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. i ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. O O O N + LO N W I = LJ � J W Li H v) INSTALL 135± L.F. 24" HORIZONTAL: 1"=40' CL -3 RCP w/RGJ VERTICAL: 1"-2' STORMDRAIN ® 0.10% ^ InZ U C~.>�R U OZ f5 8 +V ((n0 W V) I'1V �a ZZjZ OZ NQ UQ Q U< 2 2 in0 tqc khix M t7Uj M N +! 0) N (n0 364........... '' '"a.....................................................N W...................................................... ................ 364 .................................. ............................................................................................................... 362:...:...:.. >� : :...:...: APP OX/MslTE OES1t V Gh'ADE:. 4� �!+.:. + : ;___:_—. _-- .__---=--..- - --. ...... . ...:.. . . . . . . . . . . KX- � ._- .. . �.. • . . . . . . . . . . . . . . . . r r r _r 360....................:.......................................................................:...................................................'................ 360 358........... :...:...:...:...:...:.:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:... :............ 358 356:...:...:... :...:...:...:................................. :...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:... :...:...:...:356 354 ...................................... .......... :...:... :.................................... ......................................................'...:...:...:...:354 352:...:...:.. �7., ................... ��:...:...:...:...:...........:...:...:...:........................•....................:...:...:...:...:... :...:...:...:352 ...............mss? ...........� �,� ................................................... ........................................................... :...:...:...: 350'...:...:.. :s..............:................................:...:...:............ :...:... ...........:...: 350 ........... ..................................................................................................................................... ................ 348' ................... .................................. .......................... .:........................................... 348 Ap t,. ............................................ ................ 346'...: ... ...�Q................................................................................. ..... .... �... ................ 346 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. : . . . '�� �. . . . . . : INSTALL 1451 L.F. INSTALL • 280± • L.F. INSTALL •276± L.F. 344:...:...:-12" PVC :SEWER O.i5?6 : : . . . : . . . : . . . : . : 12" PVC SEWER ®O.t51G : . . . : . . . : : . . . . : . . . : . . . : . . . : . : 12" P1tC SEWER E� 0.1% =; ° 344 ../3% .�. ►�.. 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 SEWER PROFILE - J W 0 � 58 Q Q 0 M W CL a. 10 CONSTRUCTION NOTES ® INSTALL SEWER MANHOLE WITH NUMBER S — INSTALL SEWER ---SD--- INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE WITH NUMBER t.—IN„v INSTALL TYPE "A” CATCH—BASIN — — RIGHT—OF—WAY SD STORM DRAIN STATION , S SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. i ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. O O O N + LO N W I = LJ � J W Li H v) INSTALL 135± L.F. 24" HORIZONTAL: 1"=40' CL -3 RCP w/RGJ VERTICAL: 1"-2' STORMDRAIN ® 0.10% ^ InZ U C~.>�R U OZ f5 8 +V ((n0 W V) I'1V �a ZZjZ OZ NQ UQ Q U< 2 2 in0 tqc khix M t7Uj M N +! 0) N (n0 364........... '' '"a.....................................................N W...................................................... ................ 364 .................................. ............................................................................................................... 362:...:...:.. >� : :...:...: APP OX/MslTE OES1t V Gh'ADE:. 4� �!+.:. + : ;___:_—. _-- .__---=--..- - --. ...... . ...:.. . . . . . . . . . . KX- � ._- .. . �.. • . . . . . . . . . . . . . . . . r r r _r 360....................:.......................................................................:...................................................'................ 360 358........... :...:...:...:...:...:.:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:... :............ 358 356:...:...:... :...:...:...:................................. :...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:... :...:...:...:356 354 ...................................... .......... :...:... :.................................... ......................................................'...:...:...:...:354 352:...:...:.. �7., ................... ��:...:...:...:...:...........:...:...:...:........................•....................:...:...:...:...:... :...:...:...:352 ...............mss? ...........� �,� ................................................... ........................................................... :...:...:...: 350'...:...:.. :s..............:................................:...:...:............ :...:... ...........:...: 350 ........... ..................................................................................................................................... ................ 348' ................... .................................. .......................... .:........................................... 348 Ap t,. ............................................ ................ 346'...: ... ...�Q................................................................................. ..... .... �... ................ 346 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. : . . . '�� �. . . . . . : INSTALL 1451 L.F. INSTALL • 280± • L.F. INSTALL •276± L.F. 344:...:...:-12" PVC :SEWER O.i5?6 : : . . . : . . . : . . . : . : 12" PVC SEWER ®O.t51G : . . . : . . . : : . . . . : . . . : . . . : . . . : . : 12" P1tC SEWER E� 0.1% =; ° 344 ../3% .�. ►�.. 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 SEWER PROFILE w", - J W 0 � z 0 0 M W Lu N w co \\j a U) U o � �to w WWW �W w Ij U.� o o a cr Lu 0 -0: L4 t ca w", DATE 5/30/06 PR JOB No. 5-1991 SHEET OF 29 HEETS W 0 � co o 0 M W Lu �a \\j a U) U o � �to w WWW �W w U.� o o a DATE 5/30/06 PR JOB No. 5-1991 SHEET OF 29 HEETS Z 0 Lu DATE 5/30/06 PR JOB No. 5-1991 SHEET OF 29 HEETS n 0 OVZ N W I W W = z U) 26 ALL PLAN MEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 3' OF COVER AT GUTTER FLOWLINE AND A 3' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. ARDEN FOREST DRIVE SEE SHEET 6 ---�� 33 - — -I CONSTRUCTION NOTES j _ ;Ft ® INSTALL SEWER MANHOLE WITH NUMBER MNO Fp — S — INSTALL SEWER 00000 r- PHASE 1 Mia M ---SD--- INSTALL STORMDRAIN D OZ )z � Q N U S V� ® INSTALL STORMDRAIN MANHOLE . WITH NUMBER W v INSTALL TYPE "A" CATCH -BASIN ? rw - - RIGHT-OF-WAY w SD STORMDRAIN STATION No OD z S SANITARY SEWER STATIN m 00 �!9 m � � i W M Q W 34 / i�- 35+63.40il' i It j 1 i' i � I j. i - I. 1 ! KRATZMEYER ROAD p O Z Uul j j _ ;Ft 0} U �0 0�0 MNO Fp a NQ 00000 r- PHASE 1 Mia M a Z NZ D OZ )z � Q N U S V� M V ' << W et � to w In w ri D r: n A r) +'� �i + in o + +, HORIZONTAL: 1"=40' + N +ul) cn N o VERTICAL: 1 =2 N w .'.. Na Na a Mn- a 364. `''................................ ................'`'.......................... ...... ......................�'`,'..............................................'`''......................................... Wwx ."364a 0 0 0 0 �� o b\...:......... ... ............................:... �...:...:.........:...:...:...:............ . Ap...:...:...;...;...;...:...$;:::; : i ... ... ... Al;...;...� .q ._. �� _ � . ........... ...... XIMA 7F-DESIaN GRADE 362 ........... ` ",b ... --... - `} .- APPRO�► �..r EX. '8 CRUDE OIL UNE' ............:...:...:...:...........................:...:...:...:...:............................................... ..:...:...:...:...:...........:.......: :...: 360............ ..............:............................. ................................................................ ..:....................................................:...:...:...........:...:...:...:...:...: :....360 ............................................................................................................................................................................................................................. ...... 358;...:...;...;...:...:...:...:...:...:...;...;...;...;...:...:..................... .............................. .... ;;...;...;...:...;...;...;...:...;...:...;...;.:...;...;...:...:...;...;...;...;...:...:...:.11.:... 358 ....................................................................................................................... ..:..:.....................................................................................:...:....... 356:...:...:... :...:...... :...:...............:...:...:...:....................................... ..:..............................:...............:. ....................:...:...:...:.........'.11.'...:356 .........................................;...:...:...:...:...:.......................... ;........................................ ..................................... ..I�...... 354............ .. ............ .............................. ....................................................................................................................... .... :...:...:...:...:...:....... :...;...:...:.��.:...:354 ................................ ........... :...:...:.............................. :...:...:...:...:...:...:...:...:...:............................... :...:...:...:...:...:...:.:...:...:...:...:...:...:...:...:...:...:...:�1.:...:. 352;...:...:........:...:.......;...;................................;...:...:...:...:...;............................... .................................................... ...:...:...:...........................;�.�.;...:352 .................................................................................... ................................... .: I ..;...........................................:.:...:...:...:...:...:...:...:...:...:...:l •11 • 350......................................................................................:.............................I. .................................................................. :...:....... :...:...:...:...:...:�.I :...:350 ................................................................ .........i......... ........:....................... .:..................................................................................:...:...:i.i :...: 348' ................................................................................................................... ..................................................... ...........................................:I ....:348 NOTE:: FIELD; VERII"Y 36": INV :...:...:... :...:...:.......:................................... .. :...:...:...:...:...:.... AT E�(lSITING MANHOLE : 346 :...:...',��'. '?��:...:...:...:............................... ............................ .:................................................ ...................:. �. c�� .......................................... :...:...:...:...:................................ ���.. tK 344............;...;...:...;...:...:...;.......;...;...:...;.t......................................................,.;.........;..................12INCA- ...11�I.....:344 -\ry� 36" INV W-- INSTALL 4± L.F..... ....... IPJSTALL• 280. • L.F. INSTALL 2801 L.F.. ; ... ; ... ; ...:... ; ... :...:...:... ; .. ; ...:... ; ...:... ; .. ; ...:... ; ... ; ... ;INSTALL 2351 L.F: .................... ..................... IN TAU. 2701 L•.F. .......342:88, L .... . 12": PVC SEWER : " 12" PVC SEWER O O.i59: "12" P.0 SEWER O :0.1�0.44X 342 :O 0.1 - :... :...:...:...:...: 12 PVC SEWER O 0. 'r : ................................................. / $ ..................... :...:...:..12: PVC :SEWER O :...:...:...:...:... : . i.� a �. . t3. ..17 f. 342 ' z3 25+00 26+00 X27+00 28+00 29+00 30+00 31 +00 32+00 33+00 34+00 35+00 36+00 - SEWER PROFILE f�. 4. U cNo a� Z Lu m to D to ca z w w z a z W a Z w a O a o U. �om WWW Zw S2 (0 o U �> o a a Z 0 D W DATE 5!30/06 PR JOB No. 05-1991 SHEET 00 2, OF 21 SHEETS sm H � a W W ZO= LjX0 W Ims1�11IIIIIIIIIIIIII 39 38 37 36 35 � N V) V) n M M Ln r-oi p .- � + k,4'7N 4 N 6 � N M M —I —S_ 34 33 Ln Ln c t� d" �_ S �z r' W Li J V) ~ w 0 W Wa U tom a n w o w W a °0°.� Up(= Oul Ro N N +w ,n t O W W V +N ,n N Nf� r O r r cp N N I ' I ( ( 32 •- I N I I p ro d' ' I 'n O 1 I 3 - 0 d- 6 7 15 I c+0 ~ ----t-- -F '= — I— 4 — 1 -- SD +-- --SD— — — — -- — — —-- --- 15j S r' W Li J V) 0 W a. a LIj LL 1 U tom a n w o w W a W N N ff4'TYR N N N Nf� O tC) r cp N N f N, N r� + •- co N N ro ro d' a 1 25 3 4 6 7 PHASE 2 SCAFELL PIKE STREE 0 S r' W Li J V) 0 W a. a LIj LL 1 U tom a n w o w W a W C N N Q c N I� N + + co N C9 r 2 •- ItZ a 8 vo 9 10 CONSTRUCTION NOTES ® INSTALL SEWER MANHOLE WITH NUMBER —S — INSTALL SEWER ---SD--- INSTALL STORMORAIN ® INSTALL STORMDRAIN MANHOLE WITH NUMBER I.INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY SD STORMDRAIN STATION S SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 3' OF COVER AT GUTTER FLOWLINE AND A 3' MIN. — 7' MAX. OF COVER AT THE PROPERTY UNE. \ ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. MR k PHASE 24�3,.0NLY ` -t EX IS DATE ri ■ LIj- HORIZONTAL- 1 "=40' O OZ Z VERTICAL: 1"=2' INSTALL 476± L.F. L.F. 24" CL -3 RCP w/RGJ STORMDRAIN 0 e Oly�Y 1— 1* VN '10% 111 1111- VN V��Ma Cui Z +(� �JV) 0 �W (�W �J O= OW OZ OZ O= F W V Q U V (� O.7 82 �� to 00 362........x,.......:.................................� .................. .....sct................................ 362 NEn W W —•�0,................................... .... .. .. .. .. ............. ...... ..................... . APPROXIMATE DES'✓GYN GRADE 360...:...:. :...:...:.. :._.:-- _, _.__... _ : -- .:.--T;___�.._ _ ;aeavF.,'wERMAuv ...: ...: ��?'sh3 :...:...:... �� :...:...:...:360 ......... .. ........................... 358:...:...:. ...:...:...:...:...:...:...:...:...:...:.. ...........:...:...:... ............ :....... ................ .......:....:...:358 356.......... ..:...:...:...:...:...:...:...:...:...:.. ....................... .............. ...................... . . .................356 .......................................... ..............I........ ..�.............. 8 354:...:...:. ..............................: ..................... �s���.......... ...............: 354 :...:.................................................... ........i.r................................. ......:...:...:...: :...:... :...:...:.. :.. I'I �Nv �: 352.......... .... ... .. .. �. ... �.. 2 3 0V 352 LL:................................ ................... : ....... : : : .... • r 350.......... .......................................... .................. .... ... .................. 350< 7%4% o' 348......... ......... ...................... �.... ... .. ....... .... .. � .... y ... ... ................ 348 12" IN N - g 8 /N �, .q . 47: 9 Z..:. ,3�.� ...:...: -INSTALL 2451 L.F....:...:...:...:.. -mac, :...:...:..INSTALL 245± L.F...:...:.. :... : INSTALL 98�± l.F.:.......:...:...:... " �8" PVC' SEWER ® 0:469 8" PVC SEWER ® 0.469 8'" PVC SEWER' O 0.�: 346 ... :...:...:...:...:...:.......:... .... Y-8' ..... :... :...:........... :...:.......... . !.......�:...........:.......:...�6/. ................ -. 346 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SEWER PROFILE W a 0 0 a. a LIj LL 1 U tom a n w o w W a LIj- HORIZONTAL- 1 "=40' O OZ Z VERTICAL: 1"=2' INSTALL 476± L.F. L.F. 24" CL -3 RCP w/RGJ STORMDRAIN 0 e Oly�Y 1— 1* VN '10% 111 1111- VN V��Ma Cui Z +(� �JV) 0 �W (�W �J O= OW OZ OZ O= F W V Q U V (� O.7 82 �� to 00 362........x,.......:.................................� .................. .....sct................................ 362 NEn W W —•�0,................................... .... .. .. .. .. ............. ...... ..................... . APPROXIMATE DES'✓GYN GRADE 360...:...:. :...:...:.. :._.:-- _, _.__... _ : -- .:.--T;___�.._ _ ;aeavF.,'wERMAuv ...: ...: ��?'sh3 :...:...:... �� :...:...:...:360 ......... .. ........................... 358:...:...:. ...:...:...:...:...:...:...:...:...:...:.. ...........:...:...:... ............ :....... ................ .......:....:...:358 356.......... ..:...:...:...:...:...:...:...:...:...:.. ....................... .............. ...................... . . .................356 .......................................... ..............I........ ..�.............. 8 354:...:...:. ..............................: ..................... �s���.......... ...............: 354 :...:.................................................... ........i.r................................. ......:...:...:...: :...:... :...:...:.. :.. I'I �Nv �: 352.......... .... ... .. .. �. ... �.. 2 3 0V 352 LL:................................ ................... : ....... : : : .... • r 350.......... .......................................... .................. .... ... .................. 350< 7%4% o' 348......... ......... ...................... �.... ... .. ....... .... .. � .... y ... ... ................ 348 12" IN N - g 8 /N �, .q . 47: 9 Z..:. ,3�.� ...:...: -INSTALL 2451 L.F....:...:...:...:.. -mac, :...:...:..INSTALL 245± L.F...:...:.. :... : INSTALL 98�± l.F.:.......:...:...:... " �8" PVC' SEWER ® 0:469 8" PVC SEWER ® 0.469 8'" PVC SEWER' O 0.�: 346 ... :...:...:...:...:...:.......:... .... Y-8' ..... :... :...:........... :...:.......... . !.......�:...........:.......:...�6/. ................ -. 346 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SEWER PROFILE DATE 5/30/06 PR JOB No. 05-1991 SHEET OF 2 SHEETS Z 0 W DATE 5/30/06 PR JOB No. 05-1991 SHEET OF 2 SHEETS PHASE 2 SCAFELL PIKE STREET -N- HORIZONTAL: 1 "-40' VERTICAL: 1"-2' CONSTRUCTION NOTES ® INSTALL SEWER MANHOLE WITH NUMBER S — INSTALL SEWER ---SO--- INSTALL STORMDRAIN 0 INSTALL STORMDRAIN MANHOLE WITH NUMBER P c INSTALL TYPE "A" CATCH—BASIN — — RIGHT—OF—WAY SD STORMDRAIN STATION S SANITARY SEWER STATIM ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 3' OF COVER AT GUTTER FLOWLINE AND A 3' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. I OLLJ z U N U N ci :3 mh +U No(n0 < zz Z z V 0 Z Q u)00 to S N to ado N ± ��33Wii1i 362............ ................................... .............:...:...:...:....................... �................362 APPROX/MA-TE DES/GN GRADE ... : .. . .. ... .. . : .. : . . . : . . . . : .: A80 VF- SEWER •MANN . . . . . .. .. . :. _ .: :. :...: ... .. . : 360:...:...:...ZA�3' :. _ :...: _--��.....�..^.�T--,-=--- . -7777 ..-- "�_--------- —:.:...:...:...:...:...:...:...:...:...:...:.. :...:...:...:...:360 �— ----- :...:...:............. ............................................................ ...............:...:35 358............ 8 356:........... ............:.'...'...:...:...:., :...:...: :...:...:..............................:...:........:.......:.. ...........:...:...:356 loop .............:...:...: ........ ...... ................': ...........:...' :...:.......:...'35 354 ..................................... 4 . . . . . . . . : . . : : : : : : : : i s :. �� �y . .352 352............ ........... ................... p 350:...:... , ...•. ......'.:...:.:...:...:...:...:...:...:...:...:...:...:.. :...:...:...:...:350 ........... . :... :... :. .:... INSTALL 230+ L.F. INSTALL 328± L.F. 348* ...: ...:... :.. : : 8" PVC: SEWER ®0.:6596/ :. :... :...:. :.. .:... :...:...:. : 8" PVC: SEWER 4 0.65!6 :...:.......... ...... .................:.. . �y :348 16+00 17+00 18+00 19+00 20+00 21+00 22+00 SEWER PROFILE i it Z ti Z M M D CIS V z 2 W W z 0 z w T_ w m U CO N �- o Y m 0 ui us d0 �dw t W a 0 s w 1W- 0 U 1 a. 0 LW W ; S2 17Lww w LL o o L 0 us d0 �dw t W s 0 w DATE 5/30/06 PR JOB No. 05-1991 SHEET OF 24 SHEETS H N V D UZ a 02 oOD� O rnV) w o> o 40 41 PHASE 2 S FALLS DRIVE -i OL 362 0)� : ......................... W �60! ....................... J,� ...�. ,....-..' , ........... ....... V) -N- HORIZONTAL: 1 "=40' VERTICAL: l"=2' 6N. ( z w MEMO ............................ ow . ....------------ 362 0)� : ......................... .............................. �60! ....................... J,� ...�. ,....-..' , ........... ....... 362 360 ........................: . 358: ...:...........:...:...:... :...:...:...:...:...:.. 356' ...:....................... ........................ 354 :...:...:...:...:...:...:.... w :................ 360 ... ............................. . ....... ..... 352 ............................. a ......................... 350 :...:...:...:...:...:........ :...:...:...:...: ......................... ................. 348* ...:...:...:...:...:...:...: :...:...:...:.......... . . . . . 346' ...:...:...:........I....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... ............. Z ( 9+00 10+00 11+00 12+00 13+00 14+00 SEWER PROFILE CONSTRUCTION NOTES OD INSTALL SEWER MANHOLE WITH NUMBER S — INSTALL SEWER ---SD --- INSTALL STORMDRAIN ® INSTALL STORMDRAIN MANHOLE WITH NUMBER W_ _ INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY SD STORMDRAIN STATION S SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE a UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 3' OF COVER AT GUTTER FLOWLINE AND A 3' MIN. - 7' MAX. OF COVER AT THE PROPERTY UNE. ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. INSTALL 46t L.F. 30" CL -3 RCP w/RGJ STORMDRAIN 0 0.10X ��. . . . . . � . . . . . .N,. . . . . . . . . . . . . . . �00 D+ . . . O �' 362 ..... 0; ....... o .................. 0 M O w 360 ... .... �.:. :...:...:........ ....... ..... 358 a ....... :......... ......`:. :...:...:...:...: 356 - ......SUMP ...... Q �j Z ( 9 w 2 Iz it LL �. .................. 354 a ........ ti°` ..... i 1 ............:.: . ........ ..................352 ....... INSTALL; OUTLET STRUCTURE PER COB STD: D-11 . ........ .......... : ................:350 ' ' ' . ' ' ' • BASIN' F L 0 O R = 3 4 8:80 ' ' ' ........; �.. .... ................. 348 . . . . . . . . . . . . .J. . . . . . . . . . . . :...:................................346 15+00 16+00 JkJ to 'll tU cNo co Z 0 1 z D U) to z w w z z w 14 O N ui d 0 M O w 1 a. a m o0 Q �j Z ( 9 w 2 Iz it LL X o o a F— O cnU J J Q LL W O LL DATE i 5/30/ PR JOB No. 05-19c. 1 SHEET 15 OF 2 SHEETS O N DATE i 5/30/ PR JOB No. 05-19c. 1 SHEET 15 OF 2 SHEETS g0 F- �Iss U C6 mm V LLJ O Q O + O� 0 ci� rn voi ♦ + p� ; CA WW � W = W r 'v) IA_ W LLJ zZ mOCL w La oQ�o . . . . . . . . O x O o 0 N � (D + r) r � Q �Nj Ir - N N \` -- -- -- I in Lvo) 11 S 12 S _SD— i I I I i r i 47 I I I 32 z V O J .— LuW p U") pi = � M Of 0 LLJ + >- w O �w PHASE 2 0 U S ao N r HORIZONTAL: 1"-40' VERTICAL: 1 "=2' INSTALL 15± L.F. 18" INSTALL 1721 L.F. 24" INSTALL 118± L.F. 30" CL -3 RCP w/RGJ CL -3 RCP w/RGJ STORMDRAIN O O- x%— CL -3 RCP w/RGJ STORMDRAIN ® 1.00% c,4 z U U N , 5 9 U STORM DRAIN ® 0.59X �SWUN U mW �� w �y: w �O w J UO Z= ZO Z= Z= ZZ �w �< 0z �a "a �a 362 �O 362 ....... oxo..o2 .............................off .... .............002. oo .......... . o� rnvi oma' : : : : : : :�� : : : : Loi `r'N : 0o" ♦ + .+ . . . . . . 0 1: . . . . . . . . . . . . . . . . . . I cq '4 . . . . . . . . . . . . . . 360 :...:... ���,��• ��/'�• APPRO.X/MA M= DESiON• GRADE : go_�C�N A ..............s'....... 360 _ABOVE SEH2�R MA/N �_ • _ : : 0� goo 358 :. �o�'��'. . ..............:.............: 358 356:...:.. .............:...:...:...:...: .........:...:...:. 356 INSTALL PIPE SADDLE ....... .............................: D-9 354:.. .........:...:...............: :...:...:.. �.F�' ........... 354 J �i 1 &" INV "�'o 1N- E_ . 04� `� !. . . . . . : .. . . ... . . . . . . . 3. .*. . . ... . . . . . . .. . . . . . . . ty 352:...... '�.. :I I ..................... ; Y..- .. .......�� :.. 352 Q\ J.- ch .. . . . .. �� . . . . . .. - �. .. ... `l.' ..:.. .... 350:.. ' % .... :...:.......... ��' = 350 `� h� °' ' �°c' 30•' a 3 » �Nv :...:...:...:...:...:...:.. :...:...:.. ......... :... ? p 3b .... ... INSTALL 270* L.F. �` 34s : 3 --":-8" PVC SEWER 01-09 348* :...:.......:...............,�:�D; :.............. ................. 348 10+00 11+00 12+00 13+00 SEWER PROFILE ;362.... :360:... 358:... 356:... :354:... :352.... :350.... ;348:... 10+00 U) N W fY � OW W Lf Z W JJ J ¢ w U � 11+00 SEWER PROFILE S3 26 CONSTRUCTION NOTES ® INSTALL SEWER MANHOLE WITH NUMBER —S — INSTALL SEWER ---SD--- INSTALL STORMDRAIN ® INSTALL STORMDRAIN MANHOLE WITH NUMBER v�v INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY SD STORMDRAIN STATION S SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 3' OF COVER AT GUTTER FLOWLINE AND A 3' MIN. - 7' MAX. OF COMER AT THE PROPERTY UNE. ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. OR L� K) M J J %to* u- La m a. U D Z . tt_ 18" INV E_ 353.90 INSTALL 25t L.F. 18" CL -3 RCP w/RGJ STORMDRAIN ® 1.00% 8 351.77 RTHORIZONTAL: 1 "=40' VERTICAL: 1 "=2' ; ......................362 w La 1 . . . . . . . . . . . . . . . . . . . . 1 ` .....x' ................360 w .......................358 00 00 .......................356 Z .......................354 Q .......................352 tin j ......................:350 .......................348 0 12+00 FJ 17�5 INSTALL 15t L.F. 18" CL -3 RCP w/RGJ STORMDRAIN® 1.67% 18"INV W= 353.90 18" INV E -W= 5 .65 0" INV N -S= 1 STORMDRAIN SECTION iv NO SCALE��� RKORD DRAV '140 PHASE 2 t3 ONLY Al ' --p:7 rbn PORTER, ROa RCE 33448 P DATE .1 1 U w La Z 000 w 00 00 Z M Q � tin j 0 • FJ o ce m N 0 Li z O U _r 17�5 INSTALL 15t L.F. 18" CL -3 RCP w/RGJ STORMDRAIN® 1.67% 18"INV W= 353.90 18" INV E -W= 5 .65 0" INV N -S= 1 STORMDRAIN SECTION iv NO SCALE��� RKORD DRAV '140 PHASE 2 t3 ONLY Al ' --p:7 rbn PORTER, ROa RCE 33448 P DATE .1 1 U w La Z n w Z M Q 0 • o ce w ca w� 0 � w O 0. w U v, m ap _z 0 z Lu III w 23) w O La i >v O's Ow � x O `y W /03 U) z Q L) z 0 —� Z ¢ 0 z Q 0 o Q co 06 > Q W� U 0 W J co w 0 Q 0 • o w w� � O 0. v O U v, m ap U Lu w w 23) w Lu 0 L � W LL LL' o a O La i >v O's Ow � x O `y W /03 U) z Q L) z 0 —� Z ¢ 0 z Q 0 o Q co 06 > Q W� U 0 W J co DATE 5/30/06 PR JOB No 05-1991 SHIEET OF 2b SHEETS z 0 w DATE 5/30/06 PR JOB No 05-1991 SHIEET OF 2b SHEETS V* r: M 1!1 M IS FOREST -ANE SHEET 21 34 rn 0 33 / rn 4'TYP. Ln N 29 r7 a, 32 0 Ln rn NOTES ® INSTALL SEWER MANHOLE WITH NUMBER _S -- i �r ® INSTALL STORMDRAIN MANHOLE WITH NUMBER c►� INSTALL TYPE "A" CATCH—BASIN — — RIGHT—OF—WAY SD STORMDRAIN STATION S SANITARY SEWER STATION - ALL PLAN VIEW STATIONING IS BASED ON CEINTERUNE DATA UNLESS OTHERWISE NOTED. 0 LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 3' OF COVER AT GUTTER FLOWLINE AND A 3' MIN. - 7' MAX. OF COVER AT THE PROPERTY UNE. ALONG CURVES. + 1t � ...................... .....................:350 ......................348 m ......................346 . 4 16+00 W W Q � WW Z 0 co I > LOU o LLLW a 0 Qo 30 31 PHASE 3 INVERWOOD DRIVE HORIZONTAL: 1 "-40' VERTICAL: 1 "-2' �o 362................................Z.................................;. a ;...; co 2 ................................................:...:...:...:. �1:..:...:...:...:...:...: o'' . cw : ±N 360' ...:................................................................`� ........;... ...:...:...:...: : ylvlo'c ...:...:...:...:...:...:...:...:.. �,, APPROX/MA X'DfS........... . h� 1 . A80 SEWR MAdV 358...........;.......;...;...;...; .............. ...... ........... ;...;...;...;...;...;...; ...................................................................... ........... 356:...:...:...:...:...:...:...:...................:...............:. .... :...:.......... ...... ...................................................................... ......................... 354:...:............................................................:. :. ...:...:..'.:........ ............................. .................. 352 ................................. ......I............................. ....... ...,:�.......... ............... I................. ......... I........................... ....................... 350: ............................... . : �Nv �, :. 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DISTANCES ARE SHOWN ALONG RIGHT OF WAY. RECORD DRAWING PHA5 E 2 t3 o+ALY Uv FRED W. PORTER .._ ry t 48 /z - 19-o$ DATE DATE 5/30/06 2 .....................362 05-1991 SHEET `............:........ 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ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. 18" INV N= INSTALL 49f L.F. 18" CL -3 RCP w/RGJ DATE CITY OF BAKERSFIELD FOR STORM DRAIN -DESIGN ONLY REVISIONS ARPjRO FRED'W. PORTER DATE RCE 33448 (EXP. 06-30-10) . 12-31-10) NORTH OF RIVER SANITARY DISTRICT NO. 1 REVI IQNS A P ED: 4-24-09 FRED W. PORTER DATE RCE 33448 (EXP. 06-30-10) MANAGER 0, W [V w t - O Z W 3 w 362 58 CONSTRUCTION NOTES ® INSTALL SEWER MANHOLE WITH NUMBER —S INSTALL SEWER --- SD --- INSTALL STORMDRAIN ® INSTALL STORMDRAIN MANHOLE WITH NUMBER v INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY SD STORMORAIN STATION S SANITARY SEWER STATION 57 ...................... ;*......,...............364 �ce .......... :....... :...'{ .:...:...:...:...:...: PRbX/MATF DESYGN GRADE • AWW Sr#M-MAIN :... .. , ...... .. • 362 777 ..................: .:...:...:...:...:...:360 :..•:.......:...;...:358 .:... .:...:...:. '3566 TUB &• PLUG WITH 1 .. .. . HA$E 5. 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DATE PR JOB No. 348 SHEET 21 +00 5/30/06 05-1991 SEWER PROFILE W OF 29 SHEETS /,NV E' g �o,ti� .... . �N� ....... 9 ........: INSTALL a55t L.F:........... , .... 8" PVC 'SEWER O 0.= 348:...:...:...: :...:...:...:...:...:..... °/ 10+00 11 +00 12+00 : : ..............INSTALL 255± L.F.:...... 8" PVC SEWER O 8:� .0•.2N.°/ 13+00 14+00 �?�h oa ...:...:.. ... ... ... ...;... :..... ....:...:...:...:...:...: mt-INSTALL 3301 L.F. . 8" PVC SEWER ®e.259G .....................................o.-x.b°�p........................ 15+00 16+00 17+00 18+00 ..:..........:.... :...:...:...:.......:.. INSTALL 254± L.F: 8" PVC SEWER. O 0-0% ............................. ©rz.t°.%.......................:. 19+00 20+00 . DATE PR JOB No. 348 SHEET 21 +00 5/30/06 05-1991 SEWER PROFILE OF 29 SHEETS 1 INSTALL 53t L.F. 18" CL -3 RCP w/RGJ STORMORAIN 00.20X co o 8 364.... ... +• ... 362:...:...: ..; . X60 _ 360....'... .• OAS 358,... .. 356:...:... .. :... ...... c 354:...'...:...: 352: ... f • INSTALL 75t L.F. B" PVC SEWER 0 Q•25X ' 350...1+0......: 2 0 CITY OF BAKERSFIELD FOR STORM DRAIN—DESIGN ONLY REVISIONS APPROVED: RCE 33448 (EXP. 06-30-10) INRTAII AA+ I.F_ 1R" 22+00 23+00 2 SEWER PROFILE CONSTRUCTION NOTES 0 INSTALL SEWER MANHOLE WITH NUMBER —S — INSTALL SEWER ---SD--- INSTALL STORMDRAIN 0 INSTALL STORMDRAIN MANHOLE WITH NUMBER c+ INSTALL TYPE "A" CATCH—BASIN — — RIGHT—OF—WAY SD STORMDRAIN STATION S SANITARY SEWER ' STATION ALL PLAN VIEW STATIONING IS • BASEO ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE a UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 3' OF COVER AT GUTTER FLOWLINE AND A 3' MIN. . — 7' MAX. OF COVER AT THE PROPERTY UNE. ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. DARTMOOR WOOD AVENUE SEE SHEET 26 13 31+61.16 12 HORIZONTAL: 1"=40' VERTICAL: 1 "=2' �. E3Y= FRED W. PORTER, RCE -448 'EXP. DATE' RECORD DRAWING PhaS.•e 5. ovl1l BY: FRED W. PORTER, RCE 33448 EXP• DATE � ................ ...364 'r • ! f • • , ri cc . . . . . . . • . . . r . . . . . . . . . . . . . . , ... ... N .. ........: 362 ....... .:...:...:...:...:...:...:...:........................... ...360 , ..._.,....:....................... .... .... .... ........:...:...:...:.... ..:.......:,.,: ...;...:....'...:...:...:...:.............•.............:...:...:...:.. ..:...:...:...:358 ,.................................:.•.:...:...:......:...:...:...:.. .,:.......:...: .. .... ......... .... ......:............................:...:...:...:...:...:...:...:...:.. ..........'...:356 J • , • :352 . •CONSTRUCT • . WITH, PHASES . . INSTALL3261 ' L•.F. • • .. � .. .. ..:... . : :g" PVC SEWER O QaX, .........♦... ,,...... • • . • '• . f .350 28+00 29+00 3 +0 •24 70 31+00 32+00 �•�S'au 49 F0 Qu Q � U =) z ccn o w <= U VI �• w Q =v moo I zcr_ �rao no DATE PR JOB No. t SHEET 201 of29 g 1 CHALLIS FOREST LANE c HORIZONTAL: 1 "=40' VERTICAL: 1 "=2' CONSTRUCTION NOTES ® INSTALL SEWER MANHOLE WITH NUMBER S INSTALL SEWER ---SO--- INSTALL STORMDRAIN ® INSTALL STORMDRAIN MANHOLE WITH NUMBER v INSTALL TYPE "A" CATCH—BASIN — — RIGHT—OF—WAY SD STORMDRAIN STATION . S SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 3' OF COVER AT GUTTER FLOWLINE AND A 3' MIN. — 7' MAX. OF COVER AT THE PROPERTY UNE. ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. M O GO N 00 N LO W W = Z J W = W H fn RECORD DRAWING PHA5F- 2.4.3 ONLY I,- J��ua) ST_V�IZD W. PORTER, ROE 334481 EXP. ~� GoUM Rz cif5 c 00 U) U a 362 362 ................................ a ..... ............................................................. . z....................................... ....................... ............................r;,.......:...:...:...:...:........................:.......: ..... + ,......:...:............4.......... :.........:...... .40mAPPROMMMA TF D£S76W GRADE_11 360 :...:...:...:...:...:...:...:... `�.................. :...:...:...:...:...:.:.,�aovF .s�-wE�t MAPN.........: ..:._ . �� _ _ — _ _ _ _:_ .:... ...:...:...:...:...:...:360 . . ..� �� ..... • ��G\/ 358 ........:...............:... ..:.......... :...:............................................................ ...........:.......:....................:........................358 356 .... :... :...:....... :.................. :...:...:...:....:...:...:...:...:...:...:........................... ....................................... ...........:...:...:....356 ................................................... .............................................................................. .......`................................... 354: ... ............... ............... :..:...:...:...:...:...:...::...:...:... ..:...:...:...:...:...:354 352........' .:....................................:...'...:.......................................: ......................:...:...::...:...:...:...:...:...:...:...:....352 .................................:...:...:...:..................... ......:.� ...- - .. :... :...:......... .. ..................... :...: ��'... ...7M` ..: ��`�... ...'...:... ..'... 350 350 ............................ .�� CNV �N� ...:4 E' ...................................................... b •'� .... ... • s' . : : : 9 INSTALL 375t L.F. : : : : : INSTALL 1981 L.F. .. ... .. . b 8" PVC 'SEWER ® 0,= • 8" PVC SEWER O 0.25X.. . 348:...:...:...:...:...:......:...::...:...:...:...:...:...:...:...:......O.z3%.:.......:......................................:....... :...:...:...:...:...:348 9+00 10+00 11+00- 12+00 13+00 14+00 15+00 16+00 17+00 SEWER PROFILE 0 /2— DATE OATS *GO ER k >c� 0321 c,•`P Z J W C Z z _ J Q U) W O 0 L.L U) U) 06 F -I < J w _ W 3:' W U) w co ui • cm C4 OR 0 0 .. iuj \ ti l O a 0 0 ai a 10 i M w w LLI W W z rL w ce L� o o • • cm ■■■�-.Mons■- a Mons ■■r .m. ,vp .di Mons MOON ' .ma■■i �■ ll■ an ■■• l■■■■iI■ ■ns --------- III lns Mo■■■ns■3000011 ■■►- -.4■■■■i MEL no, _ No Allik ■■ ■■■ ■ns■■1I I MEL MEL uj ■■■ ■Mo■MoI1 ii ■o ,. ■nsMMMMMM■■i■ it *GO ER k >c� 0321 c,•`P Z J W C Z z _ J Q U) W O 0 L.L U) U) 06 F -I < J w _ W 3:' W U) ui OR 0 0 W� \ ti(L- l O a 0 0 ai a M w w W W W z rL w ce L� o o a *GO ER k >c� 0321 c,•`P Z J W C Z z _ J Q U) W O 0 L.L U) U) 06 F -I < J w _ W 3:' W U) DATE 5/30/06 PR JOB No.05-1991 SHEET 2 OF 29' HEETS 0 W DATE 5/30/06 PR JOB No.05-1991 SHEET 2 OF 29' HEETS CONSTRUCT 15 L.F.f 18" CL -3 RCP w/RGJ - STORMDRAIN 0 0.20% 18" INV S= 8" SWR IN M <00N Z to W mW= Z U)= W =HLLJ � 362. 1- 00 00 . 360:...:... CD 1 cs 00 .. .� 354:...;... ..... .(7; 352:...:... nrj 0 in O N II J u- i JJ to _ i! U- EI of Z CV VO ..:.. Z p O W N 1 1:6^ 2 a 0 d CONSTRUCT 15 L.F.f 18" CL -3 RCP w/RGJ - STORMDRAIN 0 0.20% 18" INV S= 8" SWR IN M <00N Z to W mW= Z U)= W =HLLJ � 362. /18" INV N= 355.60 CONSTRUCT 25 L.F.t 18" CL -3 RCP w/RGJ STORMDRAIN 0 0.12% 9— LA -X. ,ur CONSTRUCT 15 L.F.* 18" CL -3 RCP w/FtGJ STORMDRAIN 0 0.2.0% 18" PHASE 4 SEWER PROFILE N cdU 110 INV N= 355.60 CONSTRUCT 25 L.F.f 18" CL -3 RCP w/RGJ. STORMDRAIN 0 0.12% z HLO C4 Z CQNSTRUCTI,ON N_...OTES. E� INSTALL SEWER MANHOLE WITH NUMBER — S — INSTALL SEWER ---SD--- INSTALL STORMDRAIN 0 INSTALL STORMORAIN MANHOLE WITH NUMBER c INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY SD STORMDRAIN STATION S SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 3' OF COVER AT GUTTER FLOWLINE AND A 3' MIN. - 7' MAX. OF COVER AT THE PROPERTY UNE. ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. 4'TYP. }00 Q104 a+ =NW -. _.._..,.., m W Z, Z LjJLj a~ CITY OF BAKERSFIELD FOR STORM DRAIN—DESIGN ONLY REVISIONS APPR VED: FRED W. PORTER DATE RCE 33448 (EXP. 06-30-10) A4c'✓' ' MARIAN P. SHAW DATE RCE 32178 (EXP. 12-31-10) NORTH OF RIVER SANITARY DISTRICT NO. 1 REVISIONS AP ROVED: �rt.� FRE W. PORTER DATE RCE 33448 (EXP. 06-30-10) GENEHN L MA4AMNAGER DATE u.-# f W zO (A �e I w z8 a 1 N �D a ^g r)a N + y CONSTRUCT 1 • . �MTH .PHASE ... .... 362 ...... ........ , ..,360 CONSTRUCTED ; . ... WITH -PI-IASE3. .....;.. .,.; • .........:358 ...... ....................... ...:356 355.57 .•4z- • . 4..:*1.8".WvYU=•. : . 18" INV E- W= .355.4-7--.24c 3i .. • .. , , .. . .. 21"• INV ,S=. &.24." .N:=......... ..... : 354 • 355. i�2 , 352 ....350 • CONSTRUCT WITH PHASE 5 .....................:........................ . •INSTALL 207* L.F. . .:...:...:... 8," PVC; SEWER 0 0.3595 :...:.. ...:348 22+00 +00 - 24+00 w c� r J " 0 a: Nt Z ta! Q Q CD co 10, net v, 2 W C, cc z • it W cr � H F- LId l 0 a. CL w O cc 0 � W U.UJI wl F0 5F 00 co rn i W Z Q V cn =W Q agar rnQ.. 0I a w no v a o � Qall � . DATE PR JOB No. 0 SHEET OF 29 81 991 360:...:... :.. 358:....... ...:.. 356...... .. .� 354:...;... ..... 352:...:... 350:...:... ... s, ........ 348:...:... ...... ..:.. 16+00 /18" INV N= 355.60 CONSTRUCT 25 L.F.t 18" CL -3 RCP w/RGJ STORMDRAIN 0 0.12% 9— LA -X. ,ur CONSTRUCT 15 L.F.* 18" CL -3 RCP w/FtGJ STORMDRAIN 0 0.2.0% 18" PHASE 4 SEWER PROFILE N cdU 110 INV N= 355.60 CONSTRUCT 25 L.F.f 18" CL -3 RCP w/RGJ. STORMDRAIN 0 0.12% z HLO C4 Z CQNSTRUCTI,ON N_...OTES. E� INSTALL SEWER MANHOLE WITH NUMBER — S — INSTALL SEWER ---SD--- INSTALL STORMDRAIN 0 INSTALL STORMORAIN MANHOLE WITH NUMBER c INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY SD STORMDRAIN STATION S SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 3' OF COVER AT GUTTER FLOWLINE AND A 3' MIN. - 7' MAX. OF COVER AT THE PROPERTY UNE. ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. 4'TYP. }00 Q104 a+ =NW -. _.._..,.., m W Z, Z LjJLj a~ CITY OF BAKERSFIELD FOR STORM DRAIN—DESIGN ONLY REVISIONS APPR VED: FRED W. PORTER DATE RCE 33448 (EXP. 06-30-10) A4c'✓' ' MARIAN P. SHAW DATE RCE 32178 (EXP. 12-31-10) NORTH OF RIVER SANITARY DISTRICT NO. 1 REVISIONS AP ROVED: �rt.� FRE W. PORTER DATE RCE 33448 (EXP. 06-30-10) GENEHN L MA4AMNAGER DATE u.-# f W zO (A �e I w z8 a 1 N �D a ^g r)a N + y CONSTRUCT 1 • . �MTH .PHASE ... .... 362 ...... ........ , ..,360 CONSTRUCTED ; . ... WITH -PI-IASE3. .....;.. .,.; • .........:358 ...... ....................... ...:356 355.57 .•4z- • . 4..:*1.8".WvYU=•. : . 18" INV E- W= .355.4-7--.24c 3i .. • .. , , .. . .. 21"• INV ,S=. &.24." .N:=......... ..... : 354 • 355. i�2 , 352 ....350 • CONSTRUCT WITH PHASE 5 .....................:........................ . •INSTALL 207* L.F. . .:...:...:... 8," PVC; SEWER 0 0.3595 :...:.. ...:348 22+00 +00 - 24+00 w c� r J " 0 a: Nt Z ta! Q Q CD co 10, net v, 2 W C, cc z • it W cr � H F- LId l 0 a. CL w O cc 0 � W U.UJI wl F0 5F 00 co rn i W Z Q V cn =W Q agar rnQ.. 0I a w no v a o � Qall � . DATE PR JOB No. 0 SHEET OF 29 81 991 00 } r; Q�N + Z K) F— �NW W mz= LLJ -� w Lj _ F-• GD W H f� l,,Z n =W 366 ...........................IN a ... ........... Z ........................................:..... cd....................... :......... ......... ................. + ' 364 :...:...:...: :...:...:.. ;...:...:................................................................... 362........................................................................................... ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . �O: . . . . . . . . . . . . . . i �.......�....► r.-- •. .� . 360 ........................... ................ I................................................................. 358 ................ :............................... ............................................................ 356 .......................................... ............................................................... 354. ............................................. ..:.................................... I.......... ............................. .� ............... ..tip... :...:........... :...:...:...:........................ 352........... .................. . . F ........... ...`..................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................................................................................. INSTALL 101 t L.F. INSTALL 3071 L.F: 8" 'PVC SEWER O 0.3aX 8" PVC SEWER' ® 0.wx 350.............................................................0.................... 23+00 24+00 25+00 26+00 27+00 SEWER PROFILE 29+00 ,'u 30+00 CONSTRUCTION NOTES ® INSTALL SEWER MANHOLE WITH NUMBER -- S — INSTALL SEWER ---SD--- INSTALL STORMDRAIN ® INSTALL STORMDRAIN MANHOLE WITH NUMBER v INSTALL TYPE "A" CATCH-13ASIN I - - RIGHT-OF-WAY SD STORMDRAIN STATION S SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 3' OF COVER AT GUTTER FLOWL.INE AND A X MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. Z..... U` = 366 ui Q 0 ..................... +W M En 364 ........................ .....................362 �8 .....................360 a i ................:...:358 i° °-� ........ /x.........356 i gl U W lb i 0 lh Z :...:...:...:.. W :...:354 wU :....................352 • :...:...:...:...:....350 31+00 32+00 �w a: W. Nr M w w cr 06 w G\OEER * AZ I, Ift- wo W o�- .938 � �P 0 w a DAT /30!06 PR JOB No. 0 -1991 SHEET OF 29 St IEETS ��� ui Q 0 0 • tY � �8 a i i° °-� • i gl U W W i 0 lh Z N W wU • a ■■■o-�■■�- a i■ ■■ ■■� �/■■i as ■■■■■■■I ; i� ■ an ■■w :1■■■■f ' ■ on --------- ■■■e■si■■■■i ` ■ ■■/ \■■■■I Ill ■ _ ii iii iiii i ■■ n ■ • G\OEER * AZ I, Ift- wo W o�- .938 � �P 0 w a DAT /30!06 PR JOB No. 0 -1991 SHEET OF 29 St IEETS ��� ui Q 0 0 tY � �8 a i° °-� tom gl U W W 0 lh Z N W wU G\OEER * AZ I, Ift- wo W o�- .938 � �P 0 w a DAT /30!06 PR JOB No. 0 -1991 SHEET OF 29 St IEETS ��� U trilm ow +W (7) (/) _Q -- III - V) V W 00 V) UQ 0 w N OFW Of4'TYP. �� O 0 16 cr.H-- O W ol O INSTALL STORMDRAIN MANHOLE WITH NUMBER �- LD OUW W N CIA O W w � O 0- 42 41 It d- ALL PLAN MEW STATIONIING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. m 1 AIRE 4" UNLESS OTHERWISE NOTED. 34 ALL SEWER LATERALS AIRE TO HAVE A MINIMUM OF 3' OF COVER AT GUTTER FLOWLINE AND J ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. D Uir `j tai 00e) I a N v z: Fa-�W $� W 11 12 13 15 QOM 5 6 7 8 9 10 16 CONSTRUCTION -- 1 ( 0 INSTALL SEWER MANHOLE WITH NUMBER Of4'TYP. �� O 0 O O O Ll? O L O INSTALL STORMDRAIN MANHOLE WITH NUMBER LD INSTALL TYPE "A" CATCH -BASIN N CIA O CA � O STORMDR)MN STATION N r7 It d- 5 6 7 8 9 10 16 CONSTRUCTION Nt)TES 1 ( 0 INSTALL SEWER MANHOLE WITH NUMBER Of4'TYP. -S INSTALL SEWER UJ ---SD --- INSTALL SiTORMORAIN ® INSTALL STORMDRAIN MANHOLE WITH NUMBER vIlll, INSTALL TYPE "A" CATCH -BASIN • - - RIGHT-OF-WAY � SD STORMDR)MN STATION O S SANITARY SEWER STATION • ALL PLAN MEW STATIONIING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. m ALL SEWER LATERALS AIRE 4" UNLESS OTHERWISE NOTED. r- ALL SEWER LATERALS AIRE TO HAVE A MINIMUM OF 3' OF COVER AT GUTTER FLOWLINE AND A 3' MIN.. - 7' MAX. OF COVER AT THE PROPERTY UNE. ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. D Uir `j tai 00e) o a N v z: Fa-�W $� W m� QOM �� W v7 V) cn 26 � 25 56.00 17 19 S S — I I 1 ( r_ O Of4'TYP. oLo UJ 0 M l 0 ,0 ui a • ui uj I� � d N O a • m • � r- c rn 11 12 13 14 15 O to O N 3 W F- ZLLJ�LAJ W tAJ Q U) 0 '�1-19+ 79, 00 • w Q a z 0 ui• UJ 0 M l • ui a • ui uj w a a • m • w ■�-�■■■� a ■■-AWTIL ■■ ■■ ■ _LK__ ■■ ■1.■■JW■■■■i ■■ ■■■ [■■■■i AL ■■ ■■ Uir `j tL � o �'$\,oEER A 'ywf Q o/ 1 W a d 0,d U X W 49 RECORD DRAWING FkAS E 4 PHASE 4 -�- Z SABINE FOREST 'ENUE HORIZONTAL: 1 "=40' < ' VERTICAL: 1"=2' PY= FRED W. PORTER, RCS 33448 ESI? DATE .� _w W z tai � � I� zd Om �Z z= i VZ UQ UQ UQ 0 2 p �Oox uicc M� �� 366 0 366..........E W..........................................;...................w......;......................;...;...;...;.. ;...;...;...;;...;...;...;...;...;........... ..........................+ ............... tun, 0 ... ...........................................................................................:...................................:...:....`��'�ti� .:...:...:...:...:...:...:...:.. :...:...:...:...:. ',:...:...:...:...:...:...:...:...:...:...:.. �.._:�--,�� .364 0 364........... .............................................................. ........... _ _ -.. .... ................ j .--.. .. .�. .1. . .. ........APPROX/MA.T£ DES16YV MAX ' _ :- --. 'ABOVE. SEWR MAIN =_7--_. ^ 362:...:.. �,'�ti. :...:...:. : _ _ _ �.._._ _.---- ..----""."'.:...:...:...:...:...:...:...:...:...:.. :...:...:...:...:.:...:...:......:...:...:...:...:...:...:...:...:...:...:...:.. :...:..06 .....:362 T .:...................:...:...:.................:.......................................... ..........:.....:...:....... ............:.................................. ................ AV W 360:...:...:.. :...:...:............................;...:...;...........;...;......:.......................... ..............................................;...........Y...... ......;...;...;360 :...:... ..:...:....... ...:...........:.................:...:...:...:.......:...:...:...........:.. :...:...:.......:.:...:...:...:...:...:...:...:...:...:...:...:...:...:...r...:.. W 358........... ........ :........... :.......:...:...:...:...:...:.................:...:...:...:...:...:...:................... :.......:...:...::...:...:....................................... :...:....... :.. ..:...:...:...:358 . . :...:...:.......:....... ....................... . ........ .......:...:...:.....:...:...:...:...:...:...:...'...: �... '...:...: 356.......... ......... .......................-•-. �. � '�' .356 : : : 4�.Sd.BO�N_S ................... ... ......................... ......... .... .'�'L .............. .............. : : : :..... ...........: : • 354. : : ; : ea� �s� \F 354'...:...:. - ........:...:...:...:...:.. �''....:'2L.:...:...:...:...............:...:...:.. :...:...:...'��.....;..9��.........................................:...:...:...:... :...........:354 �' lb :...:..���''• ;. gyp._/.. ... .INSTALL PIPE SADDLE:...;...;...;...:...;.......:?;... ..:..�9...:...--..........;...;...;...;.. ;... ... ... ................................;...;...;...:.............. . ...:...:...:...: PER C.O.Q. STD.; D-9 352 w Q a z 0 0 M l ui a w a a 8 m w O z W. Uir `j tL � o a �'$\,oEER A 'ywf Q o/ 1 W a d 0,d U X W 49 RECORD DRAWING FkAS E 4 PHASE 4 -�- Z SABINE FOREST 'ENUE HORIZONTAL: 1 "=40' < ' VERTICAL: 1"=2' PY= FRED W. PORTER, RCS 33448 ESI? DATE .� _w W z tai � � I� zd Om �Z z= i VZ UQ UQ UQ 0 2 p �Oox uicc M� �� 366 0 366..........E W..........................................;...................w......;......................;...;...;...;.. ;...;...;...;;...;...;...;...;...;........... ..........................+ ............... tun, 0 ... ...........................................................................................:...................................:...:....`��'�ti� .:...:...:...:...:...:...:...:.. :...:...:...:...:. ',:...:...:...:...:...:...:...:...:...:...:.. �.._:�--,�� .364 0 364........... .............................................................. ........... _ _ -.. .... ................ j .--.. .. .�. .1. . .. ........APPROX/MA.T£ DES16YV MAX ' _ :- --. 'ABOVE. SEWR MAIN =_7--_. ^ 362:...:.. �,'�ti. :...:...:. : _ _ _ �.._._ _.---- ..----""."'.:...:...:...:...:...:...:...:...:...:.. :...:...:...:...:.:...:...:......:...:...:...:...:...:...:...:...:...:...:...:.. :...:..06 .....:362 T .:...................:...:...:.................:.......................................... ..........:.....:...:....... ............:.................................. ................ AV W 360:...:...:.. :...:...:............................;...:...;...........;...;......:.......................... ..............................................;...........Y...... ......;...;...;360 :...:... ..:...:....... ...:...........:.................:...:...:...:.......:...:...:...........:.. :...:...:.......:.:...:...:...:...:...:...:...:...:...:...:...:...:...:...r...:.. W 358........... ........ :........... :.......:...:...:...:...:...:.................:...:...:...:...:...:...:................... :.......:...:...::...:...:....................................... :...:....... :.. ..:...:...:...:358 . . :...:...:.......:....... ....................... . ........ .......:...:...:.....:...:...:...:...:...:...:...'...: �... '...:...: 356.......... ......... .......................-•-. �. � '�' .356 : : : 4�.Sd.BO�N_S ................... ... ......................... ......... .... .'�'L .............. .............. : : : :..... ...........: : • 354. : : ; : ea� �s� \F 354'...:...:. - ........:...:...:...:...:.. �''....:'2L.:...:...:...:...............:...:...:.. :...:...:...'��.....;..9��.........................................:...:...:...:... :...........:354 �' lb :...:..���''• ;. gyp._/.. ... .INSTALL PIPE SADDLE:...;...;...;...:...;.......:?;... ..:..�9...:...--..........;...;...;...;.. ;... ... ... ................................;...;...;...:.............. . ...:...:...:...: PER C.O.Q. STD.; D-9 352 ......;...;...;.........:...:...:.........:...:.....:......:...:...,:...:...:...:...:....:...:.. :...:...:...:...:..:...:......:.........:...:...:...:...:...:......:...;...:... ...:......... DATE 5i3 :...:...... ............ ............. :. :...:...:...:.......:..... :...:...:...:...:. PR JOB No. 05 • IN 328+ L.F. INSTAL' 328E L.F. INSTALL 328.+ L.F. g" SHEET PVC SEWER O � ; ; ; ; 8" PVC SEWE O. -M% ® 8:36 ; ; ; ; ; ; 8" PVC; SEWER 0 8;35 : 350...:...:.. :.................:...:...........o:3Y'..............................................................0..3�............. ............ .........o.�s.......... ................................ .350 10+00 11+00 12+00 13+00 14-F•00 15+00 16+00 17+00 18+00 19+00 20+00 SEWER PROFILE OF 29 SHE z 0 w a ......;...;...;.........:...:...:.........:...:.....:......:...:...,:...:...:...:...:....:...:.. :...:...:...:...:..:...:......:.........:...:...:...:...:...:......:...;...:... ...:......... DATE 5i3 :...:...... ............ ............. :. :...:...:...:.......:..... :...:...:...:...:. PR JOB No. 05 • IN 328+ L.F. INSTAL' 328E L.F. INSTALL 328.+ L.F. g" SHEET PVC SEWER O � ; ; ; ; 8" PVC SEWE O. -M% ® 8:36 ; ; ; ; ; ; 8" PVC; SEWER 0 8;35 : 350...:...:.. :.................:...:...........o:3Y'..............................................................0..3�............. ............ .........o.�s.......... ................................ .350 10+00 11+00 12+00 13+00 14-F•00 15+00 16+00 17+00 18+00 19+00 20+00 SEWER PROFILE OF 29 SHE SANITARY DISTRICT N0. 'I CL -3 RCP w/RG ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 3. OF COVER AT GUTTER O REVISIONS APP D: STORMDRAiN ®0'67 FLOWLINE AND A 3' MIN. - 7' MAX. OF COVER AT THE PROPERTY UNE. r M �/ �p v sc v v v ` ALONG CURVES. DISTANCES ARE SHOWN ALONG RIGHT OF WAY. Z cj :3 , �/`� Z oe O �' 18" INV W=FRED W. PORTER ��' C6 a RCE 33448 (EXP. 06-30-10) DATE N ~ N N o 24" INV' S= 355.39 �y v� = v� 18 INV E_ _ i5 W O O zME v 30 .INV N- 2 2 v[� Named 4 2 82 0F- 7d m7F a i O 8. 3 F"2 54.49 a o Lt -71-0 cc 1"' z w �© I � j' Ld O M z w o M vs JOHN DATE + J � "' "' ST RM RAIN ECTIgN +'^ + QeE z: r GENE AL MANAGER NO :SCALE � •- A --� t% Q W LLJ w 66 U 53 52 51 5 49 48 47 46 N (1.. t1') 5 � h � 0 0 0 Z Lq o 0 0 0 0 0 0 tri n tri cV N N _ 4 1 y� tii S $ 4 T P. o to d" _ � � o0 a: \� VI\ - - -- -- -- -- -- - - -- - - -- - -- t-- - - ui I- - - -- -- -- - -- ----� I O \ vi N N IA �y I 1 15 '� fL16 17 1 19 1 r I FRONTIER ` .. to 11 12 13 S _ ._ - - - - - - - _ _ I ' '" `- -- HIGH SCHOOL S ---- �y l �• _SD_ $DJAL Z � I 1 w 0 I `n I 15' WIDE DRAINAGE \ a --- - -- -- -- -- -- -- -- ( __--_----- -- -- -- -- -- -- - -- 0 -- -- o EASEMENT ,� M d' $_� 1 ' I ' 2 0 0 4'TYP. 0 x � FR r: t< r` W S - - Q a N o °�° °° Ii z '- r " a i 4 a. 1 + m 4 5 SABIN FOREST " � v �4 43 44 45 ' �� AVENUE �_�; °.�► 0 SEE HEET 24 Z a ' sl �a3a U. oCD OZARK I\AOU I N DRI E ns s 3 HORIZONTAL: 1 "=40' VERTICAL: 1"=2' 1 CONSTRUCTED CONSTRUCTED CONSTRUCTED WITH PHASE 3 WITH PHASE 3 • 1 WITH PHASE 3 CO INSTALL 48f L.F. 18" INSTALL 311 t L.F. 21" INSTALL 371± L.F. 24" INSTALL 313* L.F. 30" ' z .. CL -3 RCP w/RGJ CL -3 RCP w/RGJ STORMDRAIN ® 0.09 6 CL -3 RCP w/RGJ ST�MDRAIN ®0.0696 13 CL -3 RCP w/RGJ STORMDRAIN ®0.087G - STORMDRAIN ®0.2096 n o v M oA v c� W ? � tr' + J a I* ' Lu to N Ny Ix O N N _ �3 = O = _ \ Z d V •wt� ZC4 82�. I-- a G amt W N 2 1A W 2 .- '�coo 141 r Q r r r r AD N it 1 N............ .......... ............................. ... ........ ..... .... .366 366....... ...:...:.. :.,.:...:... :...:...:...:...:...:...:...: .'....:...'...'...'...'...:...............:...:...: :...: .............................:...:...:...:... : 1 ..... .... ..... .. .......:...:...:. .:.. :...:.. .. :.. ..:.i. ...:...:364 364: . . . : . . : . . : . : . . : . . . : .. . : . . . : . . . .. . . .. =C.NSUCT PHASE 4 : ......:...: :...:....:.,.'...:...:...:...:...:...:...:.:.:...:...: :. �� ...:...: ..:.:...:...:...:...:...:...:...:...:...:...:...:...:...:... : �����v•y ��.•� �! 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'�S : CONSTRUCT WITH PHASE 5 8" PVC SEWER ® O.2596 6 PVC SEWER O 8:46 30 ..... ,. ,,,,,,,,,,,,,,,,,., �'4 .................................350 I 350 :... ... .... :...:...:...:...:...:...:............ pp...............14+00........ 15+ . 0. 16+00 17+00 1 +0 19+00 20+00 10+00 11+00 12+00 13+ SEWER PROFILE OF 29 SME S I �,- V3 �� CITY OF BAKERSFIELD o o CONSTRUCION NOTES O co FOR STORM DRAIN—DESIGN ONLY � ;; INSTALL SEWER MANHOLE WITH NUMBER �.. REVISIONS APP D: �, � � -- S ---- INSTALL SEWER , p ONLY RECORD DR� {�� PHASE E 2 3 _ � o m a v ---SD--- INSTALL STORMDRAIN 1 - W m z ® INSTALL STORMDRAiN MANHOLE WITH NUMBER TER ) DATE FRED W. PORTER 10 RCE 33448 EXP. 06-30- r_______----' Own INSTALL TYPE "A" CATCH -BASIN Q - •- RIGHT-OF-WAY G V SD STORMDRAIN STATION . DATE RCE 32178 (EXP. 3y- FRE -D W. PORTER* RC -E.-:3344-8 3344-8 E SATE S SANITARY SEWER STATION W 12-31-10) CONSTRUCTED 1 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. NORTH OF RIVE R WITH PHASE 3 INSTALL 15f L.F. 18 it ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. SANITARY DISTRICT N0. 'I CL -3 RCP w/RG ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 3. OF COVER AT GUTTER O REVISIONS APP D: STORMDRAiN ®0'67 FLOWLINE AND A 3' MIN. - 7' MAX. OF COVER AT THE PROPERTY UNE. r M �/ �p v sc v v v ` ALONG CURVES. DISTANCES ARE SHOWN ALONG RIGHT OF WAY. Z cj :3 , �/`� Z oe O �' 18" INV W=FRED W. 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CL -3 RCP w/RGJ CL -3 RCP w/RGJ STORMDRAIN ® 0.09 6 CL -3 RCP w/RGJ ST�MDRAIN ®0.0696 13 CL -3 RCP w/RGJ STORMDRAIN ®0.087G - STORMDRAIN ®0.2096 n o v M oA v c� W ? � tr' + J a I* ' Lu to N Ny Ix O N N _ �3 = O = _ \ Z d V •wt� ZC4 82�. I-- a G amt W N 2 1A W 2 .- '�coo 141 r Q r r r r AD N it 1 N............ .......... ............................. ... ........ ..... .... .366 366....... ...:...:.. :.,.:...:... :...:...:...:...:...:...:...: .'....:...'...'...'...'...:...............:...:...: :...: .............................:...:...:...:... : 1 ..... .... ..... .. .......:...:...:. .:.. :...:.. .. :.. ..:.i. ...:...:364 364: . . . : . . : . . : . : . . : . . . : .. . : . . . : . . . .. . . .. =C.NSUCT PHASE 4 : ......:...: :...:....:.,.'...:...:...:...:...:...:...:.:.:...:...: :. �� ...:...: ..:.:...:...:...:...:...:...:...:...:...:...:...:...:...:... : �����v•y ��.•� �! 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'�S : CONSTRUCT WITH PHASE 5 8" PVC SEWER ® O.2596 6 PVC SEWER O 8:46 30 ..... ,. ,,,,,,,,,,,,,,,,,., �'4 .................................350 I 350 :... ... .... :...:...:...:...:...:...:............ pp...............14+00........ 15+ . 0. 16+00 17+00 1 +0 19+00 20+00 10+00 11+00 12+00 13+ SEWER PROFILE OF 29 SME S I �,- V3 �� Ln Z RECORD DRAWING N��e_ 15 oril z CITY OFpAvpp4z in n NORTHOFRIVERU) z INSTALL SEWER: -MANHOLE VATH NUMBER FOR STORM DRAIN—DESIGN ONLY SANITARY DISTRICT NO. 1 REVISIONS APP, 0ym: REVISIONS APPROV S ---1 -INSTALL SEWER zt F-1166--1 uj; ---SD--- INSTALL STORMDRAIN rill DATE UU rAZL- -z4_f q • 0 INSTALL STORMDRAIN MANHOLE 'WITH NUMBER m • FRED W. PORTER DATE FRED W PORTER DATE RCE 33448 (EXP. 06-30-10) RCE 33448 (EXP. 06-30-10) 0 -INSTALL TYPE -*A* CATCH -BASIN 0 0 z RIGHT-OF-WAY /? SD STORMDRAIN -STATION w w -0c( S SANITARY SEWER- STATION z PARIAN P. SHAW DATE k&&X)Akm R DATE z '0 'IS BASED RCE 32178 (EXP. 12-31-10) GE MANAGER ALL PLAN VIEW STATIONING' -ON CENTERLINE DATA UNLESS OTHERWISE NOTED. S C14 ALL SEWER LATERALS ARE •e:UNLESS DTHERWItE NOTED. W W 'ALL :SEWER LATERALIS ARE TO .HAVE A -MINIMUM OF 3' OF COVER AT GUTTER 31-1 FLOWLINE AND A'3' MIN. - 7' MAX. - OF.'COVER AT THE PROPERTY LINE. wzw to (n Lin I- C -4 < w ALONG CURVES, DISTANCES ARE SHOWN -ALONG RIGHT OF WAY. W u + (n 0 J W go LL' 1- z w j. - m Ill w to 4a 8 2: z w C.) Z 0 M.Lj m < Li- 2 w 0 CL m o 82 cn 82 (n cnX Lj W 3i mew -dwIn < W + 3: 5 37 36 1.9 15 cn .25 24 .23 v) 22 10 00 + + 00... 41TYP. cp. b±Q0 00 11 12 13 00 15 16 14 11 S 17 14 N 4A N LA 0 c� T Lu LO LO LO to 1111) 14'TYP. Ln Lr) 0 0 Lq Lr) I* + C) 00 0 00 LO + + + + w + 0 00 A, + LO + + + 0 0 100 12' 13 14 15 16 17 18 0_ CL 16 17 S 18 19 20 21 0 w z w 8 0 ui ;E PHASES 4 AND' 5 4-40 z DA-.RTMOO AV:E.N.U:.E HORIZONTAL.- 1 VERTICAL: 1*=2' RECORD DRAWING P�AsC 4 'Ori LY Z. W in a. (50 11� _/0 -z 0 33448 EXP. DAT;L_ z BY FRED W. PORTER, RCS m 368: ... ..... ....... ........ ..................... ...... ....... z ........... ............. or ............. 368 y 8 pe. ce ................... 6 .... ...... 04 ilk 366: ... ........... ....... ...... ....... .................................. ........................... ....... - 04�j .:366, A7R WAjp1SY4�N GRADE ....... ... ... ...... ... I ... ...... ...... A0 ...... A PO lill W rR MAIN..... IN' 10, 364 ....... ...................... ......... ... :364 ............. ...... ..... I ........... ........... ............. Vill .......... ....................... ............ 362: ........... ....... ........ ....... ... I. .......... CONSTRUCT WITH PHASE 5* ............. 36-2 ........... ......... ...... ............ 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I......... ..................................................................... 358:.........................................................:...:...:...: 7+00 8+00 9+00 10+00 I I -rvV SEWER PR, Ll_ 30± L.F. 18" •3 RCP w/RGJ ADRAIN O OAM .7 7& 368 "366 '364 '362 360 : 358 I z-ruu I JtVV 19+-tVV 10+uu 1 btUU DALE Z LL � • o w a 0 y o d/ 0 M • • lo • • o�4. o ■■ ■■■i■■■■i ■ ■■ ONES, Mr■AI ■' -$. 1 no --- ---1I ■ 1 ■■■n■■7■■■■I■1 ■■r 14■■■■I ■ on, Ail► ■■■■I ■ o I ■■■■■ ■■■■I ■ t ii ■■■ ;■■■a m l _ :. SOME........ Z LL � o o w a 0 y o d/ 0 M x o�a�ls�938 pis lo o�4. o Aja �i 111 9 W tC W�> ww N �v Z LL � o o a y ER * d/ 0 x o�a�ls�938 W Z 0 W DATE 5/30/06 PR JOB No. 5-1991 SHEET 2 OF 29�;HEETS l \� 34 35 PHASE 4 Kj 37 PRESCOTT FOREST COURT HORIZONTAL: 1 "=40' VERTICAL: 1 "=2' SEWER PROFILE 366:.. 364:.. 362... 360:. . 358:.. 356:.. 354 . 352:.. CONSTRUCTION NOTES ® INSTALL SEWER MANHOLE WITH NUMBER S — INSTALL SEWER ---SD--- INSTALL STORMDRAIN ® INSTALL STORMDRAIN MANHOLE WITH NUMBER v INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY SD STORMDRAIN STATION S SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED.' ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 3' OF COVER AT GUTTER FLOWLINE AND A 3' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. 1— N W N W �nW o= V-- Z W v Q Lj 0) S• Z aw o < I 33 32 31 N N 30 i O a 0 I, -X t0 dam- N n/ o + 40TYP. N — -- ` • - S 11 12 1 I �-A ,w � . .. Z ' o f 4'TYP. o N N i� Lr) e X 26 27 28 29 4�.. CtM PHASE 4}�II. its 1 GALLITAN COURT cc HORIZONTAL- 1 "s40' 0 11 VERTICAL: 1 "=2' w 0 cc N V �- ?S1k ?Q w W W N N J QQ 0z ...... �;.........................................................N............ 366 Ly W. C4 p ...................+.............................. �Ot i ......... APPROXIMA 7F DESIGN GRADE `°� • ASOW S£NFR MAIN364 .`� %1d..r111-1 ... .+. .—. ... �.- ... �.• - . . . . . . . . . . . . . . . . . . . .................................... ................... ......... ..........:362 ...... ........................ ..:...:..................... ....:...:...:360 �,, . ti �,;;: :. _ � - - - - • 358 ....... .................. .......... .............. E, ... ..:........................ ... ................. :.. :...s \................:.. :.... .��..............:...:...:...:. :...:...:...354 INSTALL• 297*• L.F. 8" PVC SEWER 0 0.3510 . :...:.. :...:...............: ......:....:0..3,:...:...:...:...:...:...........:...:352 10+00 11+00 12+00 13+00 SEWER PROFILE i 1 Z Zo a O vzuQ a 0 366...................................................................N............:... • 366 ,+ W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . 364* ..............................................................:...:. ���' s .:............ 364 APPROMMA TE' OES16W GRADE -.1 1- '`„� • A,60W SEVER •MAIN • ..% � xx ., low" . .4I ■o 1 � ' JI ■. mam■I ...:...:...:...:. :...:...:...:...:362 ■■■■I ■I 360........... ..................... .................................... ................:360 358.......... ........................................................ W W :.. :...:...:...:358 ri ........... 356:...:...:. .......................................................... :...:........... . .......................... ......... ............:...:356 a :...:...:. ....................................... .... ................. 354:.$,.�� ..... ......................................................... .................354 ........... ....sem.................. :...:...:...:...:...:...:...:...:. ................. 9 INSTALL- 297:L-L.F. 352:...:...:..F......:...:...:...:.8” PVC SEWER o 0. g. 38 ...............:...:...:...:...:.......:352 10+00 11+00 12+00 13+00 SEWER PROFILE 366:.. 364:.. 362... 360:. . 358:.. 356:.. 354 . 352:.. CONSTRUCTION NOTES ® INSTALL SEWER MANHOLE WITH NUMBER S — INSTALL SEWER ---SD--- INSTALL STORMDRAIN ® INSTALL STORMDRAIN MANHOLE WITH NUMBER v INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY SD STORMDRAIN STATION S SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED.' ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 3' OF COVER AT GUTTER FLOWLINE AND A 3' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. ALONG CURVES, DISTANCES ARE SHOWN ALONG RIGHT OF WAY. 1— N W N W �nW o= V-- Z W v Q Lj 0) S• Z aw o < I 33 32 31 N N 30 i O a 0 I, -X t0 dam- N n/ o + 40TYP. N — -- ` • - S 11 12 1 I �-A ,w � . .. Z ' o f 4'TYP. o N N i� Lr) e X 26 27 28 29 4�.. CtM PHASE 4}�II. its 1 GALLITAN COURT cc HORIZONTAL- 1 "s40' 0 11 VERTICAL: 1 "=2' w 0 cc N V �- ?S1k ?Q w W W N N J QQ 0z ...... �;.........................................................N............ 366 Ly W. C4 p ...................+.............................. �Ot i ......... APPROXIMA 7F DESIGN GRADE `°� • ASOW S£NFR MAIN364 .`� %1d..r111-1 ... .+. .—. ... �.- ... �.• - . . . . . . . . . . . . . . . . . . . .................................... ................... ......... ..........:362 ...... ........................ ..:...:..................... ....:...:...:360 �,, . ti �,;;: :. _ � - - - - • 358 ....... .................. .......... .............. E, ... ..:........................ ... ................. :.. :...s \................:.. :.... .��..............:...:...:...:. :...:...:...354 INSTALL• 297*• L.F. 8" PVC SEWER 0 0.3510 . :...:.. :...:...............: ......:....:0..3,:...:...:...:...:...:...........:...:352 10+00 11+00 12+00 13+00 SEWER PROFILE i 1 DATE/30/06 PR JOB No. 5-1991 SHEET OF 29 EETS Z 0 a O • w _M W ■ • w1 No low" . .4I ■o 1 ■■■■l ■. JI ■. mam■I on ■■■■I ■o ■■■■I ■/ ■■■■I ■I w ■■■.1 sC y DATE/30/06 PR JOB No. 5-1991 SHEET OF 29 EETS Z 0 a O w _M W 1 CL om w W y W W W ri rr LLL a DATE/30/06 PR JOB No. 5-1991 SHEET OF 29 EETS Z 0 w DATE/30/06 PR JOB No. 5-1991 SHEET OF 29 EETS RETAINING WALL W/ 6' MASONRY WALL ALONG WESTERLY BOUNDARY (PER SEPARATE WALL PLAN) LJ Liz Lli C.� OI I �'I O� cl)� f�I i 6' HIGH MASONRY WALL ALONG ---- WESTERLY WESTERLY BOUNDARY (PER SEPARATE WALL PLAN) 48 31 13' 30 12' STEEL DOUBLE DRIVE GATE /(PER SEPARATE WALL PLAN) EXISTING 8' CHAIN LINK FENCE 56't LONG RETAINING WALL ON SOUTH (PROTECT IN PLACE) EXTEND EXISTING RAMP SIDE OF EXISTING CHAIN LINK FENCE TO NEW BOTTOM ELEVATION (PER SEPARATE WALL PLAN) EX. 42" RCP SD X90 x6 6 x x x x x z x x 6� qOQ OP 6 FGEXISTING GATE (PROTECT IN PLACE) x N �EXISTING 8' CHAIN LINK FENCE m (PROTECT IN PLACE) N EX, OUTLET STRUCTURE M TO REMAIN 14' HIGH WATER LINE CONSTRUCT ELEV=356.8 SPILLWAY PER DETAIL A • EXISTING HIGH SCHOOL DRAINAGE BASIN CONSTRUCT EXPANDED FLOOR ELEV.=348.8 EX. 42" RCP SD OUTLET STRUCTURE x EX. OUTLET STRUCTURE `PROPERTY LINE TO REMAIN —zf— EXISTING CHAIN LINK FENCE ALONG SOUTH AND WEST BOUNDARIES LOT 'A' TO BE REMOVED SUMP EXPANSION w 28 M 27 26 6' MASONRY WALL ALONG SOUTHERLY BOUNDARY (PER SEPARATE WALL PLAN) 25 ( 24 ( 23 SUMP DETAIL_ ENLARGED DRAINAGE BASIN CAPACITY REQUIRED=12.11 A.C. FT. STORAGE PROVIDED=12.34 A.C. FT. HIGH WATER=356.8 BOTTOM ELEV. = 348.8 -N- 22 6' MASONRY WALL ALONG EASTERLY BOUNDARY (PER SEPARATE WALL PLAN - (PROTECTXISTING O N PET STRUCTURE I \ \ 6' CONCRETE CURB =7=10, �r-- -i #4 m 12» --=;::�� (BOTH DIRECTIONS) SPILLWAY DETAIL NO SCALE CONCRETE USED IN SPILLWAY CONSTRUCTION SHALL BE OF THE SAME TYPE AND SPECIFICATIONS USED IN THE OUTLET STRUCTURES (C.O.B. STD. D-11). WIDTH OF EX. OUTLET STRUCTURE 6„ #4 ®12» BOTH DIRECTIONS q SPILLWAY CROSS SECTION ^' NO SCALE RECORD AWI PHA5 E Z 43 ONLY BY: FRED W. PORTER., INCE: 33448, ER i2-iq-aQ DATE ilii.—?!7-11 6" CONCRETE APRON • z ui g a a • OD D (wo 0 cy) 0 o co W � o Wo C6w • 3:w CL � :.di ■■ ./■■I ■■ NoSol ii - JI ON i■i■i m as ■■■■1 ■■ ■■■■i ■■ ■■■■, no _ �■■■i no 'J6111 _ �. ■■■ DATE 5 0/06 PR JOB No. 051991 SHEET OF 29 SHLETS z ui g a a OD D (wo 0 cy) 0 o co W � o Wo C6w n: 3:w CL � m W W p� z ai > c7 � U LL Of o a � �G�pEER OD OD o 0 c�' * pII V i > dd �d`y cr- W ,4v ��1S193b4*9 DATE 5 0/06 PR JOB No. 051991 SHEET OF 29 SHLETS z Z g a CL z Nla D (wo cy) o co W oQ C6w 3:w DATE 5 0/06 PR JOB No. 051991 SHEET OF 29 SHLETS Z a D W DATE 5 0/06 PR JOB No. 051991 SHEET OF 29 SHLETS