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HomeMy WebLinkAbout1.7-6448 Ph 8GRADING NOTES: THE IIF, CONTRACTOR IS REQUIRED TO COMPLY WITH 174E PROVISIONS OF SAID PLAN. 774E DIVISION SHALL FURNISH THE NECESSARY SPEC/F/CA77ONS TO 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES 28. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE M W AND STANDARDS PERTAIN/NG THERETO (2013 CAUFORN/A BU/LD/NG CODE, APPENDIX J) AND SHALL BE SUPERVISED AS ENGINEERED GRAD/NG /N PREVEN77ON PLAN (SWPPP) FOR THIS PROJECT FROM 774E DEVELOPER, RESPONSIBILITY FOR JOB SITE COND/110NS DURING THE COURSE OF Q J ACCORDANCE WITH CITY OF BAKERSf7ELD ORDINANCES.PROPER CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND TY; THAT THIS REQUIREMENT SHALL APPLY CON 77N000SLY AND NOT BE 2. ALL GRAD/NG SHALL CONFORM TO THE RECOMMENDA77ONS CONTAINED LANDSCAPE AREAS ARE TO BE GRADED TO MINIMIZE EXCESS LANDSCAPE LIM/TED TO NORMAL WORK/NG HOURS, AND THAT THE CONTRACTOR SHALL 0 IN, AND MADE A PART HEREOF, THE PRELIM/NARY SOILS REPORT DEFEND, INDEMNIFY, AND HOLD THE OWNER, ARCHITECT, AND THE ENGINEER PARRAL PREPARED BY SO/LS ENGINEER/NG, INC., FILE NO. 04-10998 DATED 0 HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNEC77ON W/7H THE DRIVE UNNYBANK AVENUE DECEMBER 8, 2004, AND ALL ADDENDUMS THERETO. IN CASE OF c59 PERFORMANCE OF WORK ON TH/S PROJECT, EXCEP77NG FOR LIABILITY ARISING X A CONFLICT BETWEEN 7HE PLANS AND SPEClFICA770NS, 7HE MORE FROM THE SOLE NEGLIGENCE OF THE OWNER, ARCHITECT, OR THE ENGINEER. ao SIR/NGENT REQUIREMENTS WILL TAKE PRECEDENCE. . D J. INE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY 29. PRIOR TO S/TLS GRAD/NG, SUBDIVIDER SHALL HAVE A PRECONSIRUCTION 2 w JOHNSON ROAD CONTROL DURING GRADING AND CONSTRUC770N TO INSURE COMPLIANCE SURVEY CONDUCTED TO SEARCH FOR NATIVE KIT FOX DENS SURVEY SHALL BE SUBMITTED TO 774E PLANNING DIRECTOR FOR REVIEW PR/OR Z m N SPECIF/ W11H THE PLANSy CA710NS AND CODE W17H/N HIS PURVIEW. TO GRAD/NG. THE APPLICANT MAY BE SUBJECT TO SPECIAL NO77FICA770N 4. 774E SOIL ENGINEER, DESIGN ENGINEER, AND BUILD/NG OFFICIAL L.1 Y REQUIREMENTS TO AGENCIES PR/OR TO GRADING LAND CONTAINING DENS a TIATA AVENUE SHALL BE NOTIFIED 48 HOURS PR/OR TO PLACING ANY MATER/AL. o 5 O 30. PRIOR TO THE APPROVAL OF A GRADING PLAN, SUBDIVIDER /S SUBJECT TO 5. THE GRAD/NG CON77?ACTOR SHALL CONTACT ALL COMPANIES WITH TO 7HE MIGRATORY BIRD 7REATY ACT. INCLUDING THE SWANSON HAWK UNDERGROUND FAC/LI77ES PRIOR TO BEG/NN/NG CONS7RUC770N AND DURING THE RAPTOR N£S77NG SEASON (FEBRUARY 7HROUGH SEPTEMBER). x VERIFY 774E LOCA77ON AND DEP774 OF ALL UNDERGROUND FACILITIES, /F CONSTRUCTION /S TO OCCUR DURING RAPTOR NES77NGIBREED/NG SEASON STOCKDALE HWY INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS PROJECT LL< (FEBRUARY 7HROUGH SEPTEMBER) NO CONS7RUCTION AC77WTY SHALL TAKE SITE LINES. THE ENG/NEER ASSUMES NO RESPONSIBILITY FOR BUR/ED 1 i ! I PLACE W/7H/N 500 FEET OF A AC77VE NEST. TREES TO BE REMOVED THAT LINES NOT INDICATED ON THE PLAN OR FOR INFORMA77ON OBTAINED CONTAIN NESTS SHALL BE REMOVED ONLY DURING NON -BREEDING SEASON FROM OU7S/DE SOURCES (USA 1-800-227-2600) (OCTOBER THROUGH JANUARY) 6-- 7HE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRAD/NG ALL 31. 7HE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PRO7FC7ED SPECIES WH/CH AREAS TO t OR - 0.10 FOOT. IF AN AREA SHOULD BE FOUND TO BE ARE NOT ADDRESSED IN THE MBHCP, INCLUDING 7740SE PROTE'C1FD UNDER MORE 7HAN 0.10 FOOT OUT OF LEVEL AFTER COMPAC77NG AND 7HE FEDERAL MIGRATORY BIRD TREATY ACT, SHOULD BE AVOIDED AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND EVALUATED BY A QUALIFIED BIOLOGIST PRIOR TO CONS7RUC7701V. THE CORRECT THE GRADING AT NO COST TO THE OWNER. FISH & WILDLIFE SERVICE (USFWS) AND CALIFORNIA DEPARTMENT OF Z 774E GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING 7HE FISH & GAME (CDFG) SHOULD BE NO77FlED OF PREVIOUSLY UNREPORTED GRAD/NG OPERA77ONS TO PREVENT THE OCCURRENCE OF A DUST PROTECTED SPECIES ANY UNAN77C/PATFO TAKE OF PROTE'CTE'D WILDLIFE NUISANCE AND SHALL PR07ECT CURBS AND 07HER OBJECTS WHICH ARE SHALL BE REPORTED IMMEDIATELY TO 774E CDFG AND USFWS. TO REMAIN. DUST CONTROL SHALL CONFORM TO THE SAN JOAQUIN VALLEY UNIFIED AIR POLLU77ON CONTROL D/S7R/CT REGULATIONS 32. MONITORING DURING CONS 7RUC77ON AC77W77ES 1S NOT RECOMMENDED AT CA-KER-3963, CA-KER-3967, CA-KER-3968, CA-KER-3969. IF 8. EXCA VA77ON - EXCA VA77ON SHALL CONS/ST OF ALL EXCA VA77ON HOWEVER, UNRECORDED CULTURAL REMAINS ARE UNEARTHED DURING INVOLVED IN GRAD/NG THE PROJECT AS SHOWN ON 774E PLANS, EXCEPT ICONSTRUC7701V, WORK SHALL HALT IN 7HE AREA UN77L A QUALIFIED ANY EXCA VA77ON SEPARATELY DESIGNATED AND PAID FOR AS A ARCHAEOLOGIST CAN ASSESS THE FINDS SEPARATE ITEM. 9. EMBANKMENTS - EMBANKMENT CONSTRUCT70N SHALL CONS/ST OF 33. IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED CONSTRUC77NG LOT EMBANKMENTS, INCLUDING THE PREPARA770N OF DURING EXCAVA7701V AND GRADING AC771477ES ON-S17F, THE CONTRACTOR AREAS FOR WHICH THEY ARE TO BE PLACED, 77 -IE C0NS7RUC77ON OF SHALL STOP ALL WORK AND 774E DEVELOPER SHALL RETAIN A QUALIFIED DIKES WITHIN OR OUTSIDE 774E CONSTRUC770N AREA, 774E PLACING ARCHEOLOGIST TO EVALUATF 774E SIGNIFICANCE OF 774E FIND/NG AND AND COMPAC77NG OF APPROVED MATERIAL W/774IN 774E CONSTRUC770N APPROPRIATE COURSE OF AC770N. SALVAGE OPERA 7701V REQUIREMENTS AREA WHERE UNSUITABLE MATERIAL HAS BEEN REMOVED, AND 174E /N APPENDIX K OF 774E CALIFORNIA ENVIRONMENTAL QUALITY ACT PLACING AND COMPACTING OF EMBANKMENT MATERIAL IN HOLES, FOR GUIDELINES SHALL BE FOLLOWED AND INE THEA 77WENT OF DISCOVERED 774E CONS7RUC770N EMBANKMENTS, PREPARING SUB -GRADE AT 774E TATE CODES NATIVE AMER/CAN REMAINS SHALL COMPLY Wl1N SREGULATIONS GRAD/NG PLANE, CONFORM/NG TO 774E GRADE TOLERANCE, DO/NG OF THE AMER/CAN HER/TAGS COMM/STATE NECESSARY PLOWING OR BENCH/NG, IMPOR77NG OR BORROW, PLACING AND COMPAC77NG MATER/AL TO THE LINE AND GRADES SHOWN ON THE 34• SHOULD HUMAN REMAINS BE DISCOVERED AT ANY 77ME ON ANY POR77ON PLANS AND AS DIRECTED BY THE ENG/NEER SHALL BE CONSIDERED AS OF THE PROJECT, WORK SHALL HALT AND THE CORONER BE N077F/ED IN THE CONTRACT PRICE PAID PER CUBIC YARD FOR IMMEDIATELY (SECTION 7050.5 OF INE HEALTH AND SAFETY CODE). EXCINCLUDED 0N, AND NO ADD/110NAL COMP£NSA170N WILL BE ALLOWED /N INE ABSENCE OF AN ARCHAEOLOGICAL MON/TOR, A QUALIFIED FOR SU FOR SUCH WORK. ARCHAEOLOGIST AND THE LOCAL NA77VE AMERICAN COMMUNITY SHALL ALSO BE N077FIED. 10. 7HE WORK EMBRACED HEREIN SHALL BE /N ACCORDANCE W177-1 774E 35 THE CONTRACTOR SHALL COMPLY W/TT•l SAN JOAQUIN VALLEY AIR STANDARD SPEC/FlCA77ONS OF THE STATE OF CALIFORNIA DEPARTMENT PODU77ON CONTROL D/S7R/CT (SJVAPCD) REGULA77ON VIII, DUST OF 7RANSPOR TA 77ON DATED JULY 2007, INSOFAR AS 774E SAME MAY CONTROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING APPLY /N ACCORDANCE WITH INE N07ES HEREON. IN CASE OF GRADING AND CONSTRUCTION PHASES. 774E U177GA77ON MEASURES CONFLICT WITH 774E STANDARD SPEC/F/CA (IONS AND ANY N07ES TO BE TAKEN ARE AS FOLLOWS.• HEREON, THE N07ES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU OF SUCH CONFUCIING PORTIONS. SAID A. WATER EXPOSED SURFACES (SOIL) THREE-77MESIIDAY. SPECIFICATIONS SHALL APPLY BUT NOT BE UMI TED TO INE Y. B. WATER ALL HAUL ROADS AT A MINIMUM OF 7HREE 77MES PER DA FOLLOWING: C. REDUCE SPEED ON UNPAVED ROADS TO LESS THAN 15 MILES PER HOUR. A) ALL CONCRETE SHALL BE CLASS "3", USING TYPE 11 CEMENT, AS D., STABILIZE ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE IN ACCORDANCE rW7H SEC77ON 90 AND SHALL HAVE AT LEAST NOT BE/NG AC77VEL Y U77UZED FOR CONS 7RUC77ON PURPOSES USING WATER 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS WATER OR BY COVERING WITH A TARP, OTHER SUITABLE COVER OR B) ASPHAL 11C CONCRETE 'B-, VEGETA 1I VE GROUND COVER. SHALL BE TYPE MED/UM GRADED, 1/2" MAXIMUM AGGREGATE, AND IN77MATEL Y MIXED WITH 5-6 1/2% E. CONTROL FUG/77VE DUST EMISSIONS DURING LAND CLEAR/NG, GRUBBING, LEVELING, ASPHALT. NO R.A.P. (RECLAIMED ASPHALT PAVEMENT) WILL BE GRAD/NG, OR CUT & FILL OPERA77ONS Wl7H APPLICATION OF WA TER OR BY PRESOAK/NG. PERM/TIED. F. WHEN 7RANSPOR77NG MATERIALS OFFS17F, MAINTAIN A FREEBOARD LIMIT 11. IN 774E EVENT CONSTRUCTION STAKING BASED ON Mc/NTOSH & ASSOCIATES' OF AT LEAST SIX INCHES AND COVER OR EFFEC77VEL Y WET TO LIMIT PLANS DR AW/NGS, OR 01NER DOCUMENTS /S PERFORMED BY ANOTHER VIS/BLE DUST EM/SS/ONS. FIRM, Mc/NTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED G. LIMIT AND REMOVE 774E ACCUMULA7701V OF MUD AND/OR DIRT FROM FROM ALL LIABILITY l ARISING FROM THE USE OF SAID PLANS, . ADJACENT PUBLIC ROADWAYS AT THE END OF EACH Wi7RKDAY, DRAWINGS OR OTHER DOCUMENTS (USE OF DRY ROTARY BRUSHES /S PROH/8/1FD EXCEPT WHEN PRECEDED 12. McINTOSH & ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR PA OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT VIS/BLE DUST UNAUTHORIZED CHANGES TO, OR USES OF, 7HESE PLANS ALL EMISSIONS AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN). CHANGES TO 7HESE PLANS MUST BE APPROVED, IN WRITING, BY H. STABILIZE 774E SURFACE OF STORAGE PILES FOLLOWING THE ADD177ON Mc/NTOSH & ASSOCIATES. . OR REMOVAL OF MATERIALS USING WATER. 13. UPON COMPLETION OF GRADING AND BEFORE 7HE START OF 1. REMOVE 7RACKOUT WHEN IT EXTENDS 50 OR MORE FEET FROM 7HE CONS7RUC770N, A FINAL SOILS REPORT SHALL BE PREPARED SITE AT 774E END OF EACH WORKDAY. BY THE SOIL ENGINEER. ✓. CEASE GRADING AC77V/77ES DURING PERIODS OF HIGH WINDS (GREA7FR 14. 774£ SOIL ENGINEER SHALL REVIEW ALL EXCA VAl10NS PR/OR TO THAN 20 MPH OVER A ONE-HOUR PER/OD).K. BACKFILLING AND SHALL BE NOTIFIED OF ANY 17EM ENCOUNTERED ASPHALT -CONCRETE PAVING SHALL COMPLY W/1N THE SJVAPCD RULE DURING 774E GRAD/NG OPERA77ONS 7 NAT MIGHT AFFECT FOUNDA77ON 4641 AND RESTRICT USE OF CUTBACK, SLOW -CURE AND EMULSIFIED STABILITY SO RECOMMENDA77ONS CAN BE MADE BY THE SOIL ASPHALT PAVING MATERIALS ENG/NEER. 36. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRAD/NG IN 15. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: 1. ACCORDANCE WITH CHAPTER 33 OF THE C.B.C. 16. ALL SLOPES GREA IFR THAN THREE FEET /N VERTICAL HEIGHT SHALL 37. NO WORK SHALL BE PERFORMED INS/DE CURRENT CAL TRANS RIGHT -OF - WAY UN 77L AN ENCROACHMENT PERMIT IS OBTAINED. BE PREPARED AND MAINTAINED TO PREVENT EROSION. 38. ALL CONST TUC770N EQUIPMENT SHALL BE 7UNED AND MAINTAINED IN 17 IMPORTED FILL MATERIAL: REFER TO SPECIFIC EARTHWORK ACCORDANCE W1TN THE MANUFAC7URE'S SPEC/FICAADNS. 774E WORK RECOMMENDA77ON FOR IMPORTED FILL MATERIAL REQUIREMENTS ON CREWS SHALL SHUT OFF CONSTRUC770N EQUIPMENT WHEN NOT IN USE. SHEET 2 HERE/N. 39. PRIOR 70 ISSUANCE OF BUILDING PERMITS, ALL OIL CONTAMINATED SOIL 18. CLEAR/NG AND GRUBBING. REFER TO SPEC/FIC EARTHWORK SHALL BE REMED/ATED TO THE SA77SFAC77ON OF 774E LOCAL UNIFIED RECOMMENDA77ON FOR CLEAR/NG AND GRUBBING REQUIREMENTS ON PROGRAM AGENCY (7HE OFFICE OF ENVIRONMENTAL SERVICES - SHEET 2 HERE/N. BAKERSFIELD CITY FIRE DEPARTMENT) IN CONJUNC77ON W7H 774E STA7E 19. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS): REFER TO SPECIFIC REGIONAL WATER QUALITY CON7ROL BOARD AND/OR THE CALIFORNIA DEPARTMENT OF TOXIC SUBSTANCES CONTROL. EARTHWORK RECOMMENDA77ON FOR AREAS TO RECEIVE FILL REQU/RENMENTS ON SHEET 2 HEREIN. 40. IF THE PROJECT IS SUBJECT TO 774E PROVISIONS OF 774E NA77ONAL 20. FILL MATERIAL: REFER TO SPECIFIC EARTHWORK RECOMMENDA77ON FOR POLLUTANT DISCHARGE EUMINA77ON SYSTEM (NPDES), A "NO77CE OF FILL MATERIALS LAYER/NG AND REQUIREMENTS ON SHEET 2 HEREIN. INTENT" (NOV TO COMPLY WITH 774E TERMS OF THE GENERAL PERMIT 21. QUAN7777ES FOR EARTHWORK TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION AC77W Y (WO ORDER NO. 92-08-DWO) MUST BE FILED WITH STATE WATER EXCA VA77ON AND OVER EXCA VA77ON - CU. YD. PREVIOUSLY GRADED RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE 774E BEGINNING OF EMBANKMENT - CU. YD. ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH 774E GENERAL PERMIT QUAN7777ES ARE FOR GRAD/NG PERMIT ONLY. THE ENGINEER MAKES REQUIRES 774A A STORM WATER POLLU7701V PLAN (SWPPP) BE PREPARED, NO WARRANTY OF 7HE AN77CIPATFD SHRINKAGE FACTOR. IN CASE OF CON77N000SLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC EXCESS OR SHORTAGE, 774E CONTRACTOR SHALL CONTACT 774E ENG/NEER INSPEC770VV DURING NORMAL CONSTRUCTION HOURS. SO TWAT ADJUSTMENTS MAY BE MADE. THE CON7RACTOR SHALL NOT 41• AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF USE THESE QUAN7777ES TO BASE HIS BID ON. BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED 22. BUILDING PAD PREPARA77ON: REFER TO SPECIFIC RECOMMENDATION WITHIN EXIS77NG ACCEPTED S7REET RIGH -OF -WAY UNLESS SECURED ON SHEET 2 HEREIN. BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED PAVEMENT PREPARATION: REFER TO SPEC/FIC RECOMMENDA710N ON ENGINEER'S ESTIMATE FOR 774E WORK PERFORMED Wl7N/N THE RIGHT - CITY O BA-ERSIELD KERN (;C UNTY CALIFORNIA GRADING PLAN 5TH SUBSTANTIAL CONFORMANCE VESTING TENTATIVE TRACT NO. 6448 UNIT 8 PVC MITERED DRAIN OUTLET -SEE DETAIL "B" N.T.S. I 3" DRAIN GRATE VICINITY MAP SEE DETAIL "A" 0.5% MIN. SLOPE PIPE I 1 AT POSTIVE GRADE TO I 3 SMOOTH WALL = DRAINAGE EMITTER. 1 SCALE: N.T.S. ( PVC PIPE (TYP.. -- - M 1---- -- -- - -- -- - -- -- I TO Draw/ ti 1 O -------------------_• .-•-•_._ Q - - - - - - - - _- - - - - - - - - - - -•- - - - I / � � ,. 1 I , I I 0I I 12cs %'t aaAWAAVm =& 1 2% t mcalzmw Mo r 1 k -- - --- - _ _ f _ - PROPOSED - - - - - - __ __ __ 1 HOUSE - - - - �I _-- __.____--._ __ _ 5' MIN. - _ __ _ _ ----- ___ __ ._ , - - - -- m.. _ -_ I ,-- t --- I� - 3 im;3 �,_. 1f 7 6 i 11 $ ( I- �'I s 8 4 3 2 1 f �� ; 6 7, 8 W I l q - �- at 1 2 3 + s 9 - I O 9 - - w '°�i t �_ _ _ 10 ' I- d :_ _ �� - ; - I3 GO w n 0 a I, , J;�Y �I, �,, ", ", , , I'I_ � i I i. ��". ' 1I -"I � _ - _ T VE $ i _ - ," iL j.®1s; , 11 , 12 2 23 20 19 18 17 18 ' /' �! 1 + 1-- - -- -- s----L�----/ IIII - 12 - -" - i i _-1--4--13 [�� i -1r I; I 3" DRAIN GRATE PVC MITERED DRAIP _­ir;� 1�I1IiI: �� - ;I_� - 7�!ie�� 4 I -- _7 4= " " 0.5% MIN. SLOPE PIPE AT " XggI III 4.j1�'1�1c,' l 7 --- - t3 33 32 31 ; 30 ' I � 29 t zs 27 zs 1 ; z 3 T 4 s s I - '` SEE DETAIL A OUTLET -SEE DETAIL 8 POSTIVE GRADE TO DRAINAGE EMITTER. __- ; -- - - - _ - 9 _.. __ - _ - _ 15 , i- -1 QifON - LILY w-------------- - -- --- - 3 MIN. I _-,-----.__..____._____ ___. - ..__ _,___-.__ -_ -.- I! ORIVE ` 3" DRAIN GRATE TYP.) �_. , I ,o SEE DETAIL "A" 16 ___ - - ----.. GROUN 17 18 19 20 22 23 24 25 I 34 33 32 , „ I; DAYLIGHT ; ! y.. 1 > - I - ._ I -- 0.5% �o -_ __ _ _. __-- �.. d - 12 MIN. N i 5 2 t 1; ® 31 30 ` 29 28 27 25 26 27 28 29 30 31 . � 13 I t i. f__ __ . . . __'_. - ... _- --- " i ,2 I j _ I - I, 3 PVC PIPE 2, , 4 - - - - - - - --- -15 3RD SUBST -M-----C­---I-TTt ►_ _ - - - - , IIt: PERFORATED [/������ �� �_ ; . I,s PIPE VV8 dKAN121 22 23 24 I 25 28 24 73 22 21 20 19 18 17 1 _ .- _ 8 i --- -- __ - . TRACT 6445 - j -- - I -t-- -� 2 1 I In I I R F_ W I.LI ff I- V) W z i 2 INLET WITH 3 DRAIN GRATE 3" SMOOTH WALL PVC PIPE 3" DRAIN GRATE DETAIL "A" NO SCALE PVC MITERED DRAIN OUTLET DETAIL "B" NO SCALE NOTE: ALL HOMES TO BE CONSTRUCTED 1 WITH SUBSURFACE LOT DRAINAGE I SYSTEM AS SHOWN. SYSTEM SHALL BE INSPECTED BY CITY OF BAKERSFIELD Q1- BUILDING DEPARTMENT. PVC MITERED DRAIN OUTLET -SEE DETAIL "B" PREVIOUSLY 7 18 20 ,. n 6 5 4 3 ` 3 R -- - TYPICAL FINISH LOT GRADING GRADED 6 1 10 4 R _ _ N�j _ AND DRAIN CONFIGURATION - BEiTIt®R4f.SH -- DRIVE I -_- - - _ - - =•�, - 5 I# NO SCALE 10 n I 7 I - ' I 352.0 0--.- i + s t 11 ' 16.' 8 C....I- 7 I f i' --- - I OF -WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO �y �pCT SHEET 2 HERE/N. ISSUANCE OF A PERM/T. WC��7p�� � /� ��/� 24. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER ]BENCHES 42 ]?UST CONTROL CONfFVf71Y1M1�E ANTIAL OR FI CAVAA0N FIVE (5) FEET OR DEEPER. CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) TRACT 25. SUFFICIENT ACCESS TO INE EX/STING AND ABANDONED WELLS SHALL BE FOR IN/S PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON MAINTAINED IN ORDER FOR INE DIVISION OF GAS, OILS AND GEOTHERMAL S/7E AT ALL TIMES. FOR THE DURA 7701V OF CONTRACTOR'S OCCUPANCY Y GRADED RESOURCES (D/VIS/ON) TO INVES77GATE 174E COND177ON OF THE WELL HEADS OF IRE S AND CHECK FOR LEAKAGE. lF ANY REABANDONMEN75 ARE REQUIRED, IIF, CONTRACTOR IS REQUIRED TO COMPLY WITH 174E PROVISIONS OF SAID PLAN. 774E DIVISION SHALL FURNISH THE NECESSARY SPEC/F/CA77ONS TO � ■ ■ � ■ ■ � THE PROPERTY OWNER. 43. THE LORDS AVENUE 26. AT THE IN177AL C0NS7RUC770N MEE77NG PRIOR TO GRAD/NG ACTIVITIES, ALL M W C0NS7RUC770N WORKERS MUST BE INFORMED AS TO 774E SYMPTOMS OF PREVEN77ON PLAN (SWPPP) FOR THIS PROJECT FROM 774E DEVELOPER, VALLEY FEVER. Q J � Z CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED 27. THE CONTRACTOR SHALL COMPLY W/TH THE GUIDE FOR ASSESSING AND TO COMPLY WITH 7HE PROVISIONS OF SAID PLAN. M177GA77NG A/R QUALITY IMPACTS (GAMAQ/), JANUARY 10, 2002 REVISION, 44. GUIDANCE DOCUMENT WHICH LISTS 7HE FOLLOWING MEASURES AS APPROVED LANDSCAPE AREAS ARE TO BE GRADED TO MINIMIZE EXCESS LANDSCAPE AND RECOMMENDED FOR CONSTRUC770N AC771477ES W77N/N 774E SAN JOAQUIN 0 VALLEY AS FOLLOWS: A. MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY PARRAL ANON DRIVE STR BOR 0 AVENU HARVEST DRIVE UNNYBANK AVENUE TIME. c59 AVENU X LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT. W ao PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS . D .} THE -AIR" DAYS AS DECLARED BY THE SJVAPCD. 3 w t0 ROAD > 2 w JOHNSON ROAD 0 ,���� Z m N Q N ACK HA �! 0 x L.1 Y AVENUE W a TIATA AVENUE m o 5 O F_ z x x STOCKDALE HWY PROJECT LL< Nw� SITE 1 1 i ! I CITY O BA-ERSIELD KERN (;C UNTY CALIFORNIA GRADING PLAN 5TH SUBSTANTIAL CONFORMANCE VESTING TENTATIVE TRACT NO. 6448 UNIT 8 PVC MITERED DRAIN OUTLET -SEE DETAIL "B" N.T.S. I 3" DRAIN GRATE VICINITY MAP SEE DETAIL "A" 0.5% MIN. SLOPE PIPE I 1 AT POSTIVE GRADE TO I 3 SMOOTH WALL = DRAINAGE EMITTER. 1 SCALE: N.T.S. ( PVC PIPE (TYP.. -- - M 1---- -- -- - -- -- - -- -- I TO Draw/ ti 1 O -------------------_• .-•-•_._ Q - - - - - - - - _- - - - - - - - - - - -•- - - - I / � � ,. 1 I , I I 0I I 12cs %'t aaAWAAVm =& 1 2% t mcalzmw Mo r 1 k -- - --- - _ _ f _ - PROPOSED - - - - - - __ __ __ 1 HOUSE - - - - �I _-- __.____--._ __ _ 5' MIN. - _ __ _ _ ----- ___ __ ._ , - - - -- m.. _ -_ I ,-- t --- I� - 3 im;3 �,_. 1f 7 6 i 11 $ ( I- �'I s 8 4 3 2 1 f �� ; 6 7, 8 W I l q - �- at 1 2 3 + s 9 - I O 9 - - w '°�i t �_ _ _ 10 ' I- d :_ _ �� - ; - I3 GO w n 0 a I, , J;�Y �I, �,, ", ", , , I'I_ � i I i. ��". ' 1I -"I � _ - _ T VE $ i _ - ," iL j.®1s; , 11 , 12 2 23 20 19 18 17 18 ' /' �! 1 + 1-- - -- -- s----L�----/ IIII - 12 - -" - i i _-1--4--13 [�� i -1r I; I 3" DRAIN GRATE PVC MITERED DRAIP _­ir;� 1�I1IiI: �� - ;I_� - 7�!ie�� 4 I -- _7 4= " " 0.5% MIN. SLOPE PIPE AT " XggI III 4.j1�'1�1c,' l 7 --- - t3 33 32 31 ; 30 ' I � 29 t zs 27 zs 1 ; z 3 T 4 s s I - '` SEE DETAIL A OUTLET -SEE DETAIL 8 POSTIVE GRADE TO DRAINAGE EMITTER. __- ; -- - - - _ - 9 _.. __ - _ - _ 15 , i- -1 QifON - LILY w-------------- - -- --- - 3 MIN. I _-,-----.__..____._____ ___. - ..__ _,___-.__ -_ -.- I! ORIVE ` 3" DRAIN GRATE TYP.) �_. , I ,o SEE DETAIL "A" 16 ___ - - ----.. GROUN 17 18 19 20 22 23 24 25 I 34 33 32 , „ I; DAYLIGHT ; ! y.. 1 > - I - ._ I -- 0.5% �o -_ __ _ _. __-- �.. d - 12 MIN. N i 5 2 t 1; ® 31 30 ` 29 28 27 25 26 27 28 29 30 31 . � 13 I t i. f__ __ . . . __'_. - ... _- --- " i ,2 I j _ I - I, 3 PVC PIPE 2, , 4 - - - - - - - --- -15 3RD SUBST -M-----C­---I-TTt ►_ _ - - - - , IIt: PERFORATED [/������ �� �_ ; . I,s PIPE VV8 dKAN121 22 23 24 I 25 28 24 73 22 21 20 19 18 17 1 _ .- _ 8 i --- -- __ - . TRACT 6445 - j -- - I -t-- -� 2 1 I In I I R F_ W I.LI ff I- V) W z i 2 INLET WITH 3 DRAIN GRATE 3" SMOOTH WALL PVC PIPE 3" DRAIN GRATE DETAIL "A" NO SCALE PVC MITERED DRAIN OUTLET DETAIL "B" NO SCALE NOTE: ALL HOMES TO BE CONSTRUCTED 1 WITH SUBSURFACE LOT DRAINAGE I SYSTEM AS SHOWN. SYSTEM SHALL BE INSPECTED BY CITY OF BAKERSFIELD Q1- BUILDING DEPARTMENT. PVC MITERED DRAIN OUTLET -SEE DETAIL "B" PREVIOUSLY 7 18 20 ,. n 6 5 4 3 ` 3 R -- - TYPICAL FINISH LOT GRADING GRADED 6 1 10 4 R _ _ N�j _ AND DRAIN CONFIGURATION - BEiTIt®R4f.SH -- DRIVE I -_- - - _ - - =•�, - 5 I# NO SCALE 10 n I 7 I - ' I 352.0 0--.- i + s t 11 ' 16.' 8 C....I- 7 I f i' --- - I OF -WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO �y �pCT SHEET 2 HERE/N. ISSUANCE OF A PERM/T. WC��7p�� � /� ��/� 24. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER ]BENCHES 42 ]?UST CONTROL CONfFVf71Y1M1�E ANTIAL OR FI CAVAA0N FIVE (5) FEET OR DEEPER. CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) TRACT 25. SUFFICIENT ACCESS TO INE EX/STING AND ABANDONED WELLS SHALL BE FOR IN/S PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON MAINTAINED IN ORDER FOR INE DIVISION OF GAS, OILS AND GEOTHERMAL S/7E AT ALL TIMES. FOR THE DURA 7701V OF CONTRACTOR'S OCCUPANCY Y GRADED RESOURCES (D/VIS/ON) TO INVES77GATE 174E COND177ON OF THE WELL HEADS OF IRE S AND CHECK FOR LEAKAGE. lF ANY REABANDONMEN75 ARE REQUIRED, IIF, CONTRACTOR IS REQUIRED TO COMPLY WITH 174E PROVISIONS OF SAID PLAN. 774E DIVISION SHALL FURNISH THE NECESSARY SPEC/F/CA77ONS TO � ■ ■ � ■ ■ � THE PROPERTY OWNER. 43. STORM WATER POLLU77ON PREVEN770M 26. AT THE IN177AL C0NS7RUC770N MEE77NG PRIOR TO GRAD/NG ACTIVITIES, ALL CONTRACTOR SHALL OBTAIN A COPY OF 7HE STORM WATER POLLU770M C0NS7RUC770N WORKERS MUST BE INFORMED AS TO 774E SYMPTOMS OF PREVEN77ON PLAN (SWPPP) FOR THIS PROJECT FROM 774E DEVELOPER, VALLEY FEVER. AND SHALL KEEP A COPY ON S1 7E AT ALL TIMES FOR THE DURA77ON � Z CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED 27. THE CONTRACTOR SHALL COMPLY W/TH THE GUIDE FOR ASSESSING AND TO COMPLY WITH 7HE PROVISIONS OF SAID PLAN. M177GA77NG A/R QUALITY IMPACTS (GAMAQ/), JANUARY 10, 2002 REVISION, 44. GUIDANCE DOCUMENT WHICH LISTS 7HE FOLLOWING MEASURES AS APPROVED LANDSCAPE AREAS ARE TO BE GRADED TO MINIMIZE EXCESS LANDSCAPE AND RECOMMENDED FOR CONSTRUC770N AC771477ES W77N/N 774E SAN JOAQUIN DRAINAGE ACROSS 774E SIDEWALK FOR 7HOSE AREAS OVER 2Z VALLEY AS FOLLOWS: A. MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY 0 Z L_ I MANUFAC7URER MANUALS 0 B. SHUT DOWN EQUIPMENT WHEN NOT /N USE FOR EXTENDED PER/ODS OF TIME. c59 C. USE ELECTRIC EQUIPMENT FOR CONS7RUC77ON WHENEVER POSSIBLE IN X LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT. D. CURTAIL USE OF HIGH-EMIT77NG C0NS7RUC77ON EQUIPMENT DURING ao PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS . EXCESS/VE AMB/ENT POLLUTANT CONCEN7RA77ONS SUCH AS "SPARE - .} THE -AIR" DAYS AS DECLARED BY THE SJVAPCD. 3 w t0 TO RETAIL ESTABLISHMENTS AT LUNCH. E. ENCOURAGE CONSTRUCTION EMPLOYEES TO CARPOOL OR USE SHUTTLE 1s 9 , I e BENCH MARK: f;-1 I 11 I 4 13 ` '+ 10 i - - - _ ._ : TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE aLLI --- I �- ___ _ __ CENTERLINE INTERSECTION OF SOUTH RENFRO ROAD N�� o -- '/f,� I __"___ ' I �' T g - - ABBREVIATIONS LEGEND�AND CULIACAN AVENUE, REPLACED IN EARLY 2007. s <C V ; tz �J I !, -- --.-- ' as EP EDGE OF PAVEMENT FS FINISH SURFACE ELEVATION = 355.26 (USGS) PER TRACT 6448 UNITS 1-4 = ' _ , i ,a 1 TC TOP OF CONCRETE OE OVER -EXCAVATION I - - I I 4 , 3 z , FL FLOWLINE FF FINISH FLOOR '` ,+ ; i r I; , CL CENTERLINE FC FINISH CONCRETE GAL DESCRIPTION: ____ __- i 1s i _ _ ___ _ _ �__ _ -.. _-- ELEV ELEVATION I - GB GRADE BREAK PARCEL A OF PARCEL MAP WAIVER 740. 22-92 AS EVIDENCED BY __._____ _ _ _. ` _ - 2 ___ _ _.__ . _ �- , I DWS DESIGN WATER SURFACE FG FINISH GRADE - -' - - - - - CERTIFICATE OF COMPLIANCE RECORDED JUNE 28, 1993 IN BOOK 6868, - _ - __ --- -- £ _-...._ ___ BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE 7 G. 4O.R.OFFICE OF KERNOR P 15 8 0 IN THE 0 CE THE ERN COUNTY RECORDER, ALSO s �; ; ' g I - - 3 FP roo.00 PROPOSED PAD EUV BEING A PORTION OF SECTION 3, T30S., R26E., M.D.M. e I ® ASBUILT PAD ELEV. _._ I 24 ' zs 26 27 28 ® I ,s ` � ?.� s s ____�_. _ x PROPOSED GUTTER FLOWUNE EUV w 7 _ - _ _.j 9 + .- L& PROJECT AREA: 4.84 AC. 8 I I T- - --- __ 66.50 EXIST. TOP OF CURB ELEV. 1 z3 2z f 2, . zo 19 . 18 5 4 3 2 , 6 15 Is NUMBER OF LOTS: 9 �' s ©.. I 4 30 EXIST. GUTTER FLOWLINE EU1I _._ _ .� __-_. _ �- 10 _ _y _ ( - - - -1-- - _ _ - - - I 6 0. UNIT 8 26 LOTS �s �o s PROPOSED LANDSCAPE ELEV.SHEET INDEX: -1-1 _ CHECI�OOM pRIVE � ._ - _ - - -- - n -� r „3 - 17 0.315X ,2 _-- I is 14 s s n 16 7 „ u 1s s ,Q DIRECTION AND PERMIT OF I ! 1 SLOPE FOR DRAINAGE SHEET 1 COVER PAGE _._-. .. ,_ �_ I j 11 12 j 13-_ __ ._.- _ _... --�- --{j 1 s CURB AND GUTTER SHEET 2 ASBUILT/AS-GRADED PLAN t1i- --8 - . - s i _ t I # 5 4 4 3 3 2 1 12 it E 10 i g i 8 7` 6 s '' 4 3 2 1 - --_._._._._._._._._._._._._._._._._ _­________'__jiI��izI :� ;i I [ J -I :.�IF L.� '- _ �_'_3�i1i-I ____-__- _ I 7 I riI PARKING AREA FLOWUNEI° ;! -_6 �- _ __ ' _ -._ ____'_ - . __ I - - EXIST. CURB AND GUTTER _ _ - - - -I - - CENTERLINE OF STREET _. _ { } -� I i i 1 0 �; 2s 27 ; 28 i 29 ® 13 13 14 , 15 16 17 , a 16 i9 ; 20 i 2, 22 __. _ _._ .__.. _ _., ____ -- ' ® PROPERTY UNE/RIGHT-OF-WAY { , n - - i __ _ _ _ _ - - - - - - - - - PAD COMPACTION LIMITS 12 24 23 22 F 21 1 ,1�;� 2 3 ; 4 5 6 7 ` 8 : 9 10 11 ? -- - - - QQ;Iq I 1 D STORM DRAIN bS.;: -- ---- --- TYPE "A" CATCH BASIN 13 - - •__ _ -� �� /1- WITH 3.5' WIDE OPENING I - = 3 OTED - - UNUSS OTHERWISE N __�_ 4 �- - - _ EXIST. STORM DRAIN 14 15 - - __­_ __ 16 , 17 ' 18 19 { 20 i © , 24 23 20 19 18 17 '# is ; 15 14 ` 13 12 4 - __ - -. �...� --- -- - _ '_'__ - -'.`........gra -- --==-- - ' - r I_ 'i�iI +w i -_- -- �_ _---11_ - '._ . �.._ _.. _ - - _._ _ � ■ ■ � ■ ■ � TRACT BOUNDARY 18' BOTTOM WIDTH DRIVEWAY WITH 3' WINGS ___"_- - _-, - . _ ------ .-.�.r�_�_�. - - --------------- - -- -- -- N CROSS VALLEY CANAL 26' BOTTOM WIDTH DRIVEWAY -- -- -- -- WITH 3' WINGS KEY MAP ►- - - - � SECTION DESIGNATION SCALE: 1"=200" DIG AT MtT Gall: TOL. FREE 1-800-221-2600 AT LEAST r*O DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA G.P. NO. 14- 4000000 5 1,7- 6�ci P fP1-4f' CITY RECORDS NO.: V, 0 N 0 u z x ." z 0 z w > U CD z r V) 0 z 11111111101 40 11- M - to - MPO �� 00 z . � � Z ;-.4 I- Q z F 0202 r - U d' Lu W 0 Z L_ I = 0 QJ o c59 � X W U � Q ao Ir 1-1W .} _18 3 w t0 Q 0o v co <� N 3 Z Q No cV m, m L.1 Y m 8 m o 5 11111111101 40 11- 3z C3 = V _aJ as W% � . � � Z ;-.4 I- Q z F C ..� i Cl Lu W 0 c59 � X 01 Q V J 4 J .} _18 �- m co <� Z Q No W r I E ' ! i 01 LL 0 40 11- 3z C3 = V _aJ as W% � . � � Z ;-.4 I- Q z F C ..� i Cl Lu W 0 c59 � X 01 Q V J 4 J .} _18 �- m co <� Z Q No W r I E ' ! i 01 LL 0 20 23 22 21 113�11 24 p 30, 26 21 22 23 24 1 25 4, '1- -,i� K YD 7,� , fid` F 10' 4.5' Z5'- >-F- LLj (1v f SVW 13.5' 6 S8979'48*E 175.00' J, 41. x F- c 352.8 21 - - - 35&0 2' 8 nil m;m r7 I -1 b 5 FINISHED PAD cs 4 19 1 20 C14 8 17 6 0O io ?8 27. 3 FP ,,,ES SL OPE M//V 351 FP &2.6 f PxJ52.7 fP 352.8 La 1133w 2 OZ MAX G 1090000,000 71 GRADIN 12'-18' LOCAL STREETS (PRIVATE) jop P, I 12'-18' PROPOSEDPROPOSED A.C. PAWAffi;'C. PAVING 29 1 1 p. 2% I 7.5'- 4.5' I 10' 13.5, S/w 2- 2' O 29 SLOPE'VA61E, 1% MIN 10% MAX FINISHED PAD 12' 0 VEREKCA VA 71ON PAD LINES FL 0 WL INE v d%^9 12 1 NIG f - I PROPOSED LIF PROPOSED R=20.00' (qFF GRADING NOTF:q) (SEE GRADING NI �'URB AND GUFTLH GRADING LCURB AND GUT7FR fIII`5 1 L=31.42' DEC - 35L6 ;.Z 3527 0SECTION INEz SCALE:NONE UN�T 7 Z LE L -0� W-FLI- fL-- 41 TYPICAL ROUGH GRADING SECTION .ZL - 7�41 - 51 25 5052 S 7' u ------------- 001.912-W 60. -.-W 60. L &5 _�F - - - - - - - --- - -------- 3 L -*A EXIS77NG T-og-Fb ---- - - - - - - - - F� A -FL R/W -:T57 z z R or .25 27. F? -c' PAD ELEVATION 56 fz VAR 4.5' 7.5'-13.5' 18' 7.5'-13.5' IES VARIES 18, 4.5' S89*29'4WE 9 =9 -89-2 NEW L LANDSCAPE LANDSCAPE I PAD ELEVA TION X - ------- ----- F AREA AREA 2. 1 SLOPE x -77 XFM--1 ® -52-. -01 ti SECTION > �ANE Z, NO SCALE: 0 17 19 7 a 15 -P� I I I I -j 71", 2 i TYPICAL FOR ADJACENT LOTS W7H AN ELEVA77ON 3�"Z-635222% A DIFFERENCE OF LESS THAN 03 FI: ui 10 YE fP V2. 02% C4 1 27. C4 W Ld F351 Of La PROPOSED( _ Of . ..... POSO SIDEWALK LO.20! A.C. PAVING SIDEWALK TRACT BOUNDARY/R 0.40' AM BASE ■PROPOSED CURB PROPOSED CURB < < F - AND GUTTER 0.50' COMPACTED SUBGRAIDE AND GUTTER 11 W> 16 P Of I fl� J51. 815 I > COMPACTED TO 95% EXIS71NG 14 BLOCKWA L L fP zi. 5 351.6 ,frSECTION SCALE: NONE 3 4 z PAD COMPAC770N IfLIMIT 21X ml 31 STREET PAVEMENT SECTION /`D �ci i ? (ooIVAT17 CTOPPT) EXISTING ;R rx C-) Q o.0 351 -41 F351.7 .4 z ---fP J51.2 co, jJ3 N PAD COMPACTION X 15, zx� 03-M-241 LIMIT In 0 J, Ff 232 13 J,50� 06 F-11 1 4 fP 351.2 10 1 2 2' 350. EXISTING 0 i 'N -PAD ELEVA77ON j; N00'W21wE 11.1 9 12 170.00 351.2 -- fp 391.0 39m w 85' S/ NEW 11r PAD ELEVATION S89*04' E 110 x 35ZQ 351. �' 3 I 0 'In MIA 5 351.4 10 2x3 r Lo 7 1 fp J5* 1 76- 351. fP j5t, SECTION /b 2 PRIVATE PARK 4 GRADING GRADING 1351 SCALE: NONE \.V FP .351.8 ...... S---- PAD LINE -O M PAD LINES T rYPICAL FOR ADJACENT LOTS WITH AN ELEVA77ON cs OwmfiEmcE or 03 FT OR cREA7rR. GRADING C*4 351.9 AD UNE! N FP J51.2 C4 Ff 1 rox 12 ui 6 xm (924 woul J51.9 .4 Lj 3 351.5 351 FP J51.4 I 351.9 l 7 Imam 7�7 10,= 85' M! LLJ 2' 2' PAD uj! GRADING fl- n 10 351. 1�. F- ELEVA 77ON 352.1 18, 7 x0ml 11 0 2% fPY35L5 ES `�Z > PZ -i I AFN �3 r PAD ELEVA 71ON-\ FP 352. 0 N�T 8 11)1- a 25 st _j fP J51.6 13 o1i 2 AC --A I ........... I J52.1 WO SECTION E\ W-01 351.7 SCALE: NONE 2. LLA 85' 10' ;�N 3M 30'0 TYPICAL FOR ADJACENT L075 WITH AN ELEVATION t. DIFFERENCE OF aj oR &?FATER. 9 9 5-5-1.-T x FP J52. I FP. J51.6 14 z FP J51.8 FP J52. J Xm ow R 91 89 PAD COMPAC77ON -7117 N89V4!39mW 170.W I- . I 123=1 MQ71 351 4 -21.09' N89'04 39 IN 110.0o'-- 170.00' 15' 5.Q.0- rl LIMIT 5'21 w S0075,62 N89*04!39*W 110.01' �n 2' 2' 2 1juu-m 3 15i. PAD ELEVA 77ON 351.8 --PAD ELEVA TION AA 4 v 35159 FL t SECTION �A ? SCALE: NON F L 3 FL 35U, 5 5 FL TYPICAL FOR ADJACENT LOTS W7H AN ELEVA TION DIFFERENCE OF 0.3 Fr OR cRE4 im )LI -3-5 -�u FL nr� Q 1.13 1- 15 C,4 LLJ - --- - - --------- - --- cy) C) CONE, L - ------ - za� F OWER <PRIVATE STREET) DRIVE N -j CL 6 CONSTRUCTION NOTES: C5 tv C7' 1t ' UNIT 4 A� Z 0 Lo EASTING 18- DRAIN/STORM DRAIN MANHOLE M REMAIN. �'rIilll -ED Q NEW CATCH BASIN AND/OR STORM DRAIN LINE M BE INSTAU TRACT No. 6448 WITH STREET IMPROVEMENT. 17 25 26 co, 27 5 EXISTING 18' DRAIN LINE M BE REMOVED. LL. LLI 21 -j LLI MAp BK 54t 0^-S. joA-io 00 7 24 26 LLJ > D� 16 < j < LjJ n 3.. 20 18 19 ccO.005 <Loo < (0 CONEFLOWER DRIVE OL ry I(PRIVATE STREET) ui v oLli oo w (If Of 0 �N I < uj csj Lo tl C) N.E. COR. OF SEC. 3, 30/26 C1 KERN COUNTY SURVEYORS'S CONIC. MON. MARKED FOR CORNER "REPLACED NOVEMBER 1961" 04 m < PER TR. 6448 -UNIT 9, Lo 04 W - M.B. 59, PIGS. 145-146. u - b a In C) W SCALE: 1 50' 50 25 0 50 100 SOUTHERLY LINE OF TRACT 6448 UNIT 11 C:) AND UNIT 12 11-i C> - -- - -- - -- - -- 2- I.P. W/ HUB AND PENNY N8"0'30"W BRASS TAG MARKED IS 4383" 1311.55' PER TRACT NO. 6448-12, M.B. 59, PGS. 171-172. GROUND r PAD ELEVA77ON SECTION /I SCALE: NONE \I NEW PAD ELEVATION2% 2% NEW 2.- 1 SLOPE PAD EL SECTION SCALE: NONE\,3 TYPICAL FOR ADJACENT LOIS WITH AN ELEVA 7100V DIFFERENCE OF LESS THAN aj FT LEGEND EP EDGE OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE OE OVER -EXCAVATION FL FLOWUNE FF FINISH FLOOR CL CENTERLINE FC FINISH CONCRETE ELEV ELEVATION GB GRADE BREAK DWS DESIGN WATER SURFACE FG FINISH GRADE BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE fp 100.00 PROPOSED PAD ELEV. X= ASBUILT PAD ELEV. -EL PROPOSED GUTTER FLOWUNE ELEV. .-Sul DOST. TOP OF CURB ELEV. 64.3 DOST. GUTTER FLOWUNE ELEV. PROPOSED LANDSCAPE ELEV. 0.315Z DIRECTION AND PERCENT OF SLOPE FOR DRAINAGE CURB MO GUTTER ................................. PARKING AREA FLOWUNE EXIST. CURB AND GUTTER CENTERLINE OF STREET PROPERTY UNE/RIGHT-OF-WAY - - - - - - - - - PAD COMPACTION LIMITS D - STORM DRAIN TYPE wAo CATCH BASIN WITH 3.5' WIDE OPENING UNLESS OTHERWISE NOTED EAST. STORM DRAIN TRACT BOUNDARY 18' BOTTOM WIDTH DRIVEWAY WITH 3' WINGS 26' BOTTOM WIDTH DRIVEWAY 0 N NTH 3' WINGS _TA 1 SECTION DESIGNATION DIG ALF.ART C411: TOLL FREE 1-600-=-2600 AT LEAST TWO DAYS 8EF0FtE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA G.P. NO. 14-400000051 W cm 04 A- 7, z Z C3 v IL nnnen V) cz P.I z 0 C4 -I P.I cc w W > wo z a: w 1 0 V. co) 0 col < :):R Cf)§ cc to RNYNI G.P. NO. 14-400000051 W cm 04 A- 7, z Z C3 v IL V) cz P.I z 0 C4 -I P.I cc w W > wo z a: w 1 0 V. co) 0 col < :):R Cf)§ cc to G.P. NO. 14-400000051 W cm 04 A- 7,