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Home My WebLink About1.7-6209 Ph 2-4GRADING NO TES 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES 25. AT THE INITIAL CONSTRUCTION MEETING PRIOR TO GRADING ACTIVITIES, ALL EMISSIONS AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN). AND STANDARDS PERTAINING THERETO (2013 CALIFORNIA BUILDING CODE, INSPECTION DURING NORMAL CONSTRUCTION HOURS CONSTRUCTION WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF LEGEND SLOT SIDE _1 APPENDIX J) AND SHALL BE SUPERVISED AS ENGINEERED GRADING IN BACKFILLING AND SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED VALLEY FEVER. ABBREVIATIONS ACCORDANCE WITH CITY OF BAKERSFIELD ORDINANCES. DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION l- REMOVE TRACKOUT WHEN IT EXTENDS 50 OR MORE FEET FROM THE EXISTING 6' -, 2. ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED 25. THE CONTRACTOR SHALL COMPLY WITH THE GUIDE FOR ASSESSING AND EP EDGE OF PAVEMENT FS FINISH SURFACE ENGINEER. IN, AND MADE A PART HEREOF, THE PRELIMINARY SOILS REPORT F-I MITIGATING AIR QUALITY IMPACTS GAMAQ/ , JANUARY 10, 2002 REVS /ON, TC TOP OF CONCRETE OE OVER- EXCAVATION THAN 20 MPH OVER A ONE -HOUR PERIOD). K ASPHALT-CONCRETE PA l G S PREPARED & ASSOCIATES, INC., FILE 003 DATED ENGINEER'S ESTIMA TE FOR THE WORK PERFORMED WITHIN THE RIGHT- GUIDANCE DOCUMENT WHICH LISTS( THE FOLLOWING MEASURES AS APPROVED FL FLOWLINE FF FINISH FLOOR SHEET 2 HEREIN. 6, 007, A FEBRUARY 6, 2007, AND ALL ADDENDUMS THERETO. IN CASE OF O. N CASE OF- WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO AND RECOMMENDED FOR CONS TRUC TION ACT / V/ TES WITHIN THE SAN JOA QU /N CENTERLINE 18. A CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS, THE MORE 34. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A 'NOTICE OF VALLEY AS FOLLOWS: FC FINISH CONCRETE CONCRETE PROPOSED RETAINING FOOTING STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE, RECOMMENDATION FOR CLEARING AND GRUBBING REQUIREMENTS ON A. MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY ELEV ELEVATION GB GRADE BREAK J. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY WALL PER SEPARATE MANUFACTURER MANUALS. ME MATCH EXISTING GRADE FP FINISH PAVEMENT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN DCP B. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS OF PERMIT AS NECESSARY. 19. WITH TH THE PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. (NPDES ORDER NO. R5- 2013 -0153) MUST BE FILED WITH STATE WATER TIME. EXISTING GROUND CONTOUR 0.5' MIN. ON SHEET 2 HEREIN. OF THE SITS CONTRACTOR IS REQUIRED TO COMPLY WITH THE C. USE ELECTRIC EQUIPMENT FOR CONSTRUCTION WHENEVER POSSIBLE IN RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF 4. THE SOIL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL 3 COVER OVER LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT. FP J47.90 PROPOSED PAD ELEV. REQUIRENMENTS ON SHEET 2 HEREIN. SHALL BE NOTIFIED 48 HOURS PRIOR TO PLACING ANY MATERIAL. 37 STORM WATER POLLUTION PREVENTION D. CURTAIL USE OF HIGH - EMITTING CONSTRUCTION EQUIPMENT DURING f� 5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH F PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS 3656 PROPOSED GUTTER FLOWLINE ELEV. UNDERGROUND FACILITIES PRIOR TO BEGINNING CONSTRUCTION AND PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS SUCH AS "SPARE- LS 80 VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION THE -AIR" DAYS AS DECLARED BY THE SJVAPCD. 36 PROPOSED LANDSCAPE ELEV. INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS IN BOOK TO RETAIL ESTABLISHMENTS AT LUNCH. FG LINES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED PORTION E. ENCOURAGE CONSTRUCTION EMPLOYEES TO CARPOOL OR USE SHUTTLE 36x10 PROPOSED FINISHED GRADE LINES NOT INDICATED ON THE PLAN OR FOR INFORMATION OBTAINED 27 PRIOR TO SITE GRADING, SUBDIVIDER SHALL HAVE A PRECONSTRUCTION FROM OUTSIDE SOURCES. (USA 1- 800 - 227 -2600) SURVEY CONDUCTED TO SEARCH FOR NATIVE KIT FOX DENS. SURVEY 031 DIRECTION AND PERCENT OF SLOPE 6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL SHALL BE SUBMITTED TO THE PLANNING DIRECTOR FOR REVIEW PRIOR FOR DRAINAGE AREAS TO + OR - 0.10 FOOT IF AN AREA SHOULD BE FOUND TO BE TO GRADING. THE APPLICANT MAY BE SUBJECT TO SPECIAL NOTIFICATION CURB AND GUTTER MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND CONTAINING DENS. ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND 28. PRIOR TO THE APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SUBJECT TO EXIST. CURB AND GUTTER CORRECT THE GRADING AT NO COST TO THE OWNER. TO THE MIGRATORY BIRD TREATY ACT. INCLUDING THE SWANSON HAWK 7. THE GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING THE DURING THE RAPTOR NESTING SEASON (FEBRUARY THROUGH SEPTEMBER). _ - CENTERLINE OF STREET GRADING OPERATIONS TO PREVENT THE OCCURRENCE OF A DUST IF CONSTRUCTION IS TO OCCUR DURING RAPTOR NESTING /BREEDING SEASON NUISANCE AND SHALL PROTECT CURBS AND OTHER OBJECTS WHICH ARE (FEBRUARY THROUGH SEPTEMBER) TEMBER) NO CONS TRUC TON A C TI V/ TY SHALL TAKE PROPERTY LINE /RIGHT -OF -WAY TO REMAIN. DUST CONTROL SHALL CONFORM TO THE SAN JOAQUIN PLACE WITHIN 500 FEET OF A ACTIVE NEST TREES TO BE REMOVED THAT VALLEY UNIFIED AIR POLLUTION CONTROL DISTRICT REGULATIONS. CONTAIN NESTS SHALL BE REMOVED ONLY DURING NON - BREEDING SEASON - _ _ _ _ _ _ _ _ _ _ PAD COMPACTION LIMITS 8. EXCAVATION - EXCAVATION SHALL CONSIST OF ALL EXCAVATION (OCTOBER THROUGH JANUARY) _ _ D STORM DRAIN INVOLVED IN GRADING THE PROJECT AS SHOWN ON THE PLANS, EXCEPT 29• THE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PROTECTED SPECIES WHICH ANY EXCA VA TION SEPARA TEL Y DESIGNATED AND PAID FOR AS A ARE NOT ADDRESSED IN THE MBHCP, INCLUDING THOSE PROTECTED UNDER TYPE "A" CATCH BASIN WITH 3.5' WIDE SEPARATE ITEM. THE FEDERAL MIGRATORY BIRD TREATY ACT, SHOULD BE AVOIDED AND OPENING UNLESS OTHERWISE NOTED 9. EMBANKMENTS - EMBANKMENT CONSTRUCTION SHALL CONSIST OF EVALUATED BY A QUALIFIED BIOLOGIST PRIOR TO CONSTRUCTION. THE FISH &WILDLIFE SERVICE (USFWS) AND CALIFORNIA DEPARTMENT OF TRACT BOUNDARY CONSTRUCTING LOT EMBANKMENTS, INCLUDING THE PREPARATION OF FISH & GAME (CDFG) SHOULD BE NOTIFIED OF PREVIOUSLY UNREPORTED AREAS FOR WHICH THEY ARE TO BE PLACED, THE CONSTRUCTION OF DIKES PROTECTED SPECIES. ANY UNANTICIPATED TAKE OF PROTECTED WILDLIFE PHASE BOUNDARY WITHIN OR OUTSIDE THE CONSTRUCTION AREA, THE PLACING SHALL BE REPORTED IMMEDIATELY TO THE CDFG AND USFWS. AND COMPACTING OF APPROVED MATERIAL WITHIN THE CONSTRUCTION A AREA WHERE UNSUITABLE MATERIAL HAS BEEN REMOVED, AND THE 31. IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED - - SECTION LINE PLACING AND COMPACTING OF EMBANKMENT MATERIAL IN HOLES, FOR DURING EXCAVATION AND GRADING ACTIVITES ON -SITE, THE CONTRACTOR THE CONSTRUCTION EMBANKMENTS, PREPARING SUB -GRADE AT THE SHALL STOP ALL WORK AND THE DEVELOPER SHALL RETAIN A QUALIFIED GRADING PLANE, CONFORMING TO THE GRADE TOLERANCE, DOING NECESSARY PLOWING OR BENCHING, IMPORTING OR BORROW, PLACING ARCHEOLOGIST TO EVALUATE THE SIGNIFICANCE OF THE FINDING AND AND COMPACTING MATERIAL TO THE LINE AND GRADES SHOWN ON THE APPROPR /A TE COURSE OF A C T /ON. SAL VA GE OPERA T /ON REQU /REMAN IS PLANS AND AS DIRECTED BY THE ENGINEER SHALL BE CONSIDERED AS IN APPENDIX K OF THE CALIFORNIA ENVIRONMENTAL QUALITY ACT INCLUDED IN THE CONTRACT PRICE PAID PER CUBIC YARD FOR GUIDELINES SHALL BE FOLLOWED AND THE TREATMENT OF DISCOVERED IL EXCA VA T /ON, AND NO ADDITIONAL COMPENSA TION WILL BE ALLOWED NATIVE AMERICAN REMAINS SHALL COMPLY WITH STATE CODES FOR SUCH WORK. REGULATIONS OF THE AMERICAN HERITAGE COMMISSION. VARIES VARIES 10. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE 31. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY TIME ON ANY PORTION ti STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF THE PROJECT, WORK SHALL HALT AND THE CORONER BE NOTIFIED OF TRANSPOR TA TON DA TED JUL Y 2007, INSOFAR AS THE SAME MA Y IMMEDIA TEL Y (SECTION 7050.5 OF THE HEALTH AND SAFETY CODE). APPLY IN ACCORDANCE WITH THE NOTES HEREON. IN CASE OF IN THE ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A QUALIFIED CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY NOTES ARCHAEOLOGIST AND THE LOCAL NATIVE AMERICAN COMMUNITY SHALL HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE ALSO BE NOTIFIED. 1 USED IN LIEU OF SUCH CONFLICTING PORTIONS SAID 32. THE CONTRACTOR SHALL COMPLY WITH SAN JOAQUIN VALLEY AIR Q SPECIFICATIONS SHALL APPLY BUT NOT BE LIMITED TO THE POLLUTION CONTROL DISTRICT (SJVAPCD) REGULATION V111, DUST CL FOLLOWING: CONTROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING A) ALL CONCRETE SHALL BE CLASS "3'; USING TYPE ll CEMENT AS GRADING AND CONSTRUCTION PHASES. THE M177GA77ON MEASURES 124„ IN ACCORDANCE WITH SECTION 90 AND SHALL HAVE AT LEAST TO BE TAKEN ARE AS FOLLOWS- . 2500 PSI COMPRESSIVE STRENG TH AT 28 DAYS A. WATER EXPOSED SURFACES (SOIL) THREE- TIMES /DAY. r B) ASPHALTIC CONCRETE SHALL BE TYPE "B'; MEDIUM GRADED, B. WATER ALL HAUL ROADS A T A MINIMUM OF THREE TIMES PER DA Y. cl- 112" MAXIMUM AGGREGA 71� AND /NT /MA TEL Y MIXED WITH 5 -6 1 127. C. REDUCE SPEED ON UNPAVED ROADS TO LESS THAN 15 MILES PER HOUR. 1 ASPHALT. NO R.A.P. (RECLA /MED ASPHALT PAVEMENT) WILL BE D- STABILIZE ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE PAD ELEVA T /ON PERMITTED. NOT BEING ACTIVELY UTILIZED FOR CONS TRUC TON PURPOSES USING WATER 11. IN THE EVENT CONSTRUCTION STAKING BASED ON MCINTOSH & ASSOCIATES' WATER OR BY COVERING WITH A TARP, OTHER SUITABLE COVER OR VEGETATIVE GROUND COVER. PLANS DRAWINGS OR OTHER DOCUMENTS IS PERFOR CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA GRADING PLAN FILL PADS VARIES PAD COMPACTION LIMl TS �2 FINISHED PAD , 0 VEREXCA VA TI ON REFER TO SOILS REPORT. CUT PADS PAD COMPACTION 20' Ll 'TS = EXISTING GROUND FINISHED PAD Q ° ° yw. ct 0 VEREXCA VA T1 ON ,og MqX REFER TO SOILS REPORT. Q_ PAD ELEVATION MED BY ANOTHER E. CONTROL FUGITIVE DUST EMISSIONS DURING LAND CLEARING, GRUBBING, F VER EXCAVATION SECTION GF FIRM, McINTOSH &ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED LEVELING, GRADING, OR CUT &FILL OPERA TONS WITH APPLICATION OF FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, WATER OR BY PRESOAKING. DRAWINGS, OR OTHER DOCUMENTS 12. F. WHEN TRANSPORTING MATERIALS OFFSITE MAINTAIN A FREEBOARD LIMIT SCALE: 1" = 10' (HORIZONTAL) McINTOSH & ASSOC /A 7ES SHALL NOT BE RESPONSIBLE OR LIABLE FOR OF AT LEAST SIX INCHES AND COVER OR EFFECTIVELY WET TO LIMIT 1" = 5' (VERTICAL) UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS ALL VISIBLE DUST EMISSIONS. CHANGES TO THESE PLANS MUST BE APPROVED, IN WRITING, BY G. LIMIT AND REMOVE THE ACCUMULATION OF MUD AND OR DIRT FROM TYPICAL SECTION FOR ADJACENT LOTS WITH AN McIN TOSH & ASSOCIA TES ELEVA TION DIFFERENCE OF 0.3 FT. OR GREATER. ADJACENT PUBLIC ROADWAYS AT THE END OF EACH WORKDAY. 13. UPON COMPLETION OF GRADING AND BEFORE THE START OF (USE OF DRY ROTARY BRUSHES IS PROHIBITED EXCEPT WHEN PRECEDED O VER- EXCA VA TI ON CONSTRUCTION, A FINAL SO /LS REPORT SHALL BE PREPARED OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT VISIBLE DUST ALL COMPLY WITH THE SJVAPCD RULE 4641 AND RESTRICT USE OF CUTBACK, SLOW -CURE AND EMULSIFIED z � BY THE SOIL ENGINEER. EMISSIONS AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN). Q INSPECTION DURING NORMAL CONSTRUCTION HOURS 14. THE SOIL ENGINEER SHALL REVIEW ALL EXCAVATIONS PRIOR TO H. STABILIZE THE SURFACE OF STORAGE PILES FOLLOWING THE ADDITION OR REMOVAL SLOT SIDE _1 Q BACKFILLING AND SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED OF MATERIALS USING WATER. FOOTING EXCA VA TON AND OVER EXCAVATION - 33, 151 Cu. YD. DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION l- REMOVE TRACKOUT WHEN IT EXTENDS 50 OR MORE FEET FROM THE EXISTING 6' -, O STABILITY SO RECOMMENDATIONS CAN BE MADE BY THE SOIL SITE AT THE END OF EACH WORKDAY. BLOCK WALL v ENGINEER. J CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS (GREATER F-I a 15. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: 1. THAN 20 MPH OVER A ONE -HOUR PERIOD). K ASPHALT-CONCRETE PA l G S ACCORDANCE WITH C.B.C.(CURRENT EDITION). ENGINEER'S ESTIMA TE FOR THE WORK PERFORMED WITHIN THE RIGHT- Q PAD ELEVATION VARIES BUILDER'S FENCE G`,Sil IT EXISTING FENCE TRACT 6413 V N 16. ALL SLOPES GREATER THAN THREE FEET IN VERTICAL HEIGHT SHALL ALL COMPLY WITH THE SJVAPCD RULE 4641 AND RESTRICT USE OF CUTBACK, SLOW -CURE AND EMULSIFIED ROAD CONCRETE W Q INSPECTION DURING NORMAL CONSTRUCTION HOURS 21. BE PREPARED AND MAINTAINED TO PREVENT EROSION. ASPHALT PAVING MATERIALS. FOOTING EXCA VA TON AND OVER EXCAVATION - 33, 151 Cu. YD. BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED V L m 17. IMPORTED FILL MATERIAL: REFER TO SPECIFIC EARTHWORK 33. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN SCALE: N.T.S. 1 � = OVER- F-I ELEVATION 1�`� ~ RECOMMENDATION FOR IMPORTED FILL MATERIAL REQUIREMENTS ON ACCORDANCE WITH C.B.C.(CURRENT EDITION). ENGINEER'S ESTIMA TE FOR THE WORK PERFORMED WITHIN THE RIGHT- EXCAVATION VARIES EXISTING PAD " AD INDEX SHEET 2 HEREIN. QUANT TES ARE FOR GRADING PERMI T ONL Y. THE ENGINEER MAKES OF- WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO o! 0 -24" MAX. 2\\ 18. CLEARING AND GRUBBING: REFER TO SPECIFIC EARTHWORK 34. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A 'NOTICE OF PAD ELEVATION COVER PAGE /GENERAL NOTES/ CONCRETE PROPOSED RETAINING FOOTING EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT THE ENGINEER RECOMMENDATION FOR CLEARING AND GRUBBING REQUIREMENTS ON INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT CROSS SECTIONS 2 EXISTING WALL PER SEPARATE z SHEET 2 HEREIN. TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY 56" MAX. CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN DCP GROUND PERMIT AS NECESSARY. 19. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS): REFER TO SPECIFIC (NPDES ORDER NO. R5- 2013 -0153) MUST BE FILED WITH STATE WATER FROM TOP OF GRADING PLAN 0.5' MIN. ON SHEET 2 HEREIN. OF THE SITS CONTRACTOR IS REQUIRED TO COMPLY WITH THE EARTHWORK RECOMMENDATION FOR AREAS TO RECEIVE FILL RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF FOOTING PAVEMENT AREAS: REFER TO SPECIFIC RECOMMENDATION ON 3 COVER OVER H SECTION 0 REQUIRENMENTS ON SHEET 2 HEREIN. ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT 37 STORM WATER POLLUTION PREVENTION LEGAL TOP OF FOOTING 1 20 F REQUIRES THAT A STORM WATER POLLUTION PLAN (SWPPP) BE PREPARED N.T.S. N.T.S. ILL MATERIAL. REFER TO SPECIFIC EARTHWORK RECOMMENDATION FOR FILL MATERIALS LAYERING AND REQUIREMENTS ON SHEET 2 HEREIN. CONTINUOUSLY CARRIED OUT AND ALWAYS BE AVAILABLE FOR PUBLIC ROAD CONCRETE W Q INSPECTION DURING NORMAL CONSTRUCTION HOURS 21. QUANTITIES FOR EARTHWORK 35. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF FOOTING EXCA VA TON AND OVER EXCAVATION - 33, 151 Cu. YD. BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED V TYP. RETAINING WALL E m EMBANKMENT - 26,098 CU. YD. WITHIN EXISTING ACCEPTED STREET RIGH -OF -WAY UNLESS SECURED SCALE: N.T.S. 1 � = EXPORT - 423 CU. YD. BY A SUBDIVISION AGREEMENT SECURITY BASED ON AN APPROVED ROAD ~ Uj ENGINEER'S ESTIMA TE FOR THE WORK PERFORMED WITHIN THE RIGHT- SHEET INDEX QUANT TES ARE FOR GRADING PERMI T ONL Y. THE ENGINEER MAKES OF- WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO o! NO WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. IN CASE OF ISSUANCE OF A PERMIT. SHEET 1 COVER PAGE /GENERAL NOTES/ Z EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT THE ENGINEER 36. DUST CONTROL Q CROSS SECTIONS 2 SO THAT ADJUSTMENTS MAY BE MADE. THE CONTRACTOR SHALL NOT UU z � USE THESE QUANTITIES TO BASE HIS BID ON. CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN DCP SHEET 2 SOIL REPORT NOTES 22. BUILDING PAD PREPARATION: REFER TO SPECIFIC RECOMMENDATION FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES FOR THE DURATION OF CONTRACTORS OCCUPANCY SHEET 3 GRADING PLAN ON SHEET 2 HEREIN. OF THE SITS CONTRACTOR IS REQUIRED TO COMPLY WITH THE SHEET 4 EROSION CONTROL PLAN 23. PAVEMENT AREAS: REFER TO SPECIFIC RECOMMENDATION ON PROVISIONS OF SAID PLAN. 0 SITE SHEET 2 HEREIN. 37 STORM WATER POLLUTION PREVENTION LEGAL DESCRIP TION: 24. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION OR EXCA VA TON FIVE (5) FEET OR DEEPER. PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, BEING A DIVISION OF PARCEL 1 OF PARCEL MAP WAIVER N0. 26 -93 OF AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION CERTIFICATE AS EVIDENCED BY COMPLIANCE RECORDED FEB. 25, 1994 CONTRACTORS OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED IN BOOK 6995, PAGE 709 OF OFFICIAL RECORDS, ALSO BEING A TO COMPLY WITH THE PROVISIONS OF SAID PLAN. PORTION OF SECTION 19 TOWNSHIP 30 SOUTH RANGE 28 EAST N.T.S. 38. THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE M.D.M, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE STATE OF CALIFORNIA AREAS OVER 29 39. PAVING FOR STREETS SHALL BE: AUSSIE AVE.. ALICE SPRINGS AVE AND WALKABOUT DR PROJECT AREA: 17.58 ACRES 0.50' COMPACTED O.G. VER BE COMPACTED RTOG95% RELATIIVER *HCP AREA: 77.58 ACRES DENSITY PER C.Q.B. SID. ST-9. NO ADDITIONAL AREA TO BE KENDRA ST.. KINGSCROSS AVE.. WALLABY CT AND STRAWBRIDGE CT 0.20' TYPE "B" A. C. OVER 0.65' CL 2 AGGREGA TE BASE OVER DISTURBED BEYOND THE 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE PROJECT BOUNDARY. DENSITY PER C.O.B. SID. ST -9. HCP FEES PREVIOUSLY PAID FOR BENCH MARK: 19.36 AC. (INCLUDES PARK SITE) TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE PHASE 2: 26 BUILDABLE LOTS CENTERLINE INTERSECTION OF ADELAIDE AVENUE AND KENDRA STREET. PHASE 3: 35 BUILDABLE LOTS ELEVATION = 360.51' (CITY DATUM) PHASE 4: 14 BUILDABLE LOTS BASIS OF BEARINGS: TOTAL: 75 BUILDABLE LOTS THE BEARING OF N 89 °30'50" W SHOWN FOR THE VICINITY MAP CENTERLINE OF FAIRVIEW ROAD AS SHOWN ON TRACT NO. 5310 UNIT 2, FILED IN BOOK 40 OF MAPS AT CONSTRUCTION PHASING PAGE 164 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. PHASES 2, 3 AND 4 SHALL BE GRADED SIMULTANEUOUSLY. EXIST. GROUND FOR VESTING TENTATIVE TRACT PHASES 20' ;00 MDv ° MqX EXIST. GROUND NOm 6209 2 THRU 4 R/W R/W 1 10 _ I 40' I 10' 20' 1 5 5 2' 2' 2.07 O� 0� 2.0% I 2. -�- L__ _______ =:k: 0.20' ROUGH GRADING LINE lS 0.20' BELOW FLOWLINE SECTION rA 1 TYPICAL ROUGH GRADING SCALE: NONE EXISTING GROUND I a% MI X 10 CUT PADS R/W R /w 1 TF11SHED C TION S PAD 0 VERFXCA VA RON REFER TO SCILS REPORT. 10' 40' 10' 20' PAD COMPACTION VARIES R 1 5' \ 5' I LIMITS 2' I 2, I EXIST. GROUND FINISHED PAD G 7_.0% - -- 2. 0% MIN. __�-- ------ +---- .__20�, - - -- 1.0% MAX. 0.20' - -- 10% J L_ ROUGH GRADING LINE lS 0.20' BELOW FLOWLINE SECTION B 1 TYPICAL ROUGH GRADING FILL PADS SCALE: NONE PAD COMPACTION R/W R/W 5 8 40' 8' 1 S' LIMITS I 5 5 1 2 FINISHED PAD 2 2.0% 2.07 2q - --- -- - r �_ REFVEREXCA R XTO SOILS REPOR 7 FILL PADS PAD COMA, PACTION LIMI TS I7NISHED PAD 2 05tij�/1iy �, 2 0VEREXCA VA T1 ON 25� MAX. ROUGH GRADING LINE 25% MAX. OVEREXCA VA T1 Oh REFER TO SOILS REPORT IS 0.20' BELOW FL O WL INE REFER TO SOILS REPORT. SECTION C TYPICAL ROUGH GRADING 1 CUT PADS SCALE: NONE PAD COMPACTION R/W R/W 1 8 40' 8' 1 5' LIMITS FINISHED PAD I 5' \ 5 1 I 1 2' I 2, -21 2.0Z 2% -- - - - -=_ - -- - - -- MIN. � 570 °MAX• 'ADING LINE FLOW FLOWLINE ON �H GRADING (l) NONE I I I L v (ALL DRAINAGE TO STREET) CUT PAD PAD COMPACTION LIMITS FINISHED PAD 0 VEREXCA VA TION- REFER TO SOIL S REPORT, 2' EXIST. GROUND DIG ERT Call: TOLL FREE 1 800 - 227 -2600 A LEAST TWO DAYS EFORE YOU DIG UNDERGROU D SERVICE ALERT OF SOUTHE N CALIFORNIA re 0) 0 M � rn � Q o z Do U � Z LL. I Q � -I Q Lij W U 00 � o J r w co o � � N � W Y a m M I Sirl w 0 m z 0 > w W Q 0 PACHECO ROAD W Q W J W > 2 V m d' N Q � = Q FAIRMEW ROAD ~ Uj N W W Z V5 W CO o! d (A c 0 � Z x Q O 2 O UU z � Q � o Q � PANAMA LANE o a c� PROJECT o 0 N 0 SITE BERKSHIRE ROAD 1 cn to Q yl Q 38. THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE M.D.M, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE STATE OF CALIFORNIA AREAS OVER 29 39. PAVING FOR STREETS SHALL BE: AUSSIE AVE.. ALICE SPRINGS AVE AND WALKABOUT DR PROJECT AREA: 17.58 ACRES 0.50' COMPACTED O.G. VER BE COMPACTED RTOG95% RELATIIVER *HCP AREA: 77.58 ACRES DENSITY PER C.Q.B. SID. ST-9. NO ADDITIONAL AREA TO BE KENDRA ST.. KINGSCROSS AVE.. WALLABY CT AND STRAWBRIDGE CT 0.20' TYPE "B" A. C. OVER 0.65' CL 2 AGGREGA TE BASE OVER DISTURBED BEYOND THE 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE PROJECT BOUNDARY. DENSITY PER C.O.B. SID. ST -9. HCP FEES PREVIOUSLY PAID FOR BENCH MARK: 19.36 AC. (INCLUDES PARK SITE) TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE PHASE 2: 26 BUILDABLE LOTS CENTERLINE INTERSECTION OF ADELAIDE AVENUE AND KENDRA STREET. PHASE 3: 35 BUILDABLE LOTS ELEVATION = 360.51' (CITY DATUM) PHASE 4: 14 BUILDABLE LOTS BASIS OF BEARINGS: TOTAL: 75 BUILDABLE LOTS THE BEARING OF N 89 °30'50" W SHOWN FOR THE VICINITY MAP CENTERLINE OF FAIRVIEW ROAD AS SHOWN ON TRACT NO. 5310 UNIT 2, FILED IN BOOK 40 OF MAPS AT CONSTRUCTION PHASING PAGE 164 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. PHASES 2, 3 AND 4 SHALL BE GRADED SIMULTANEUOUSLY. EXIST. GROUND FOR VESTING TENTATIVE TRACT PHASES 20' ;00 MDv ° MqX EXIST. GROUND NOm 6209 2 THRU 4 R/W R/W 1 10 _ I 40' I 10' 20' 1 5 5 2' 2' 2.07 O� 0� 2.0% I 2. -�- L__ _______ =:k: 0.20' ROUGH GRADING LINE lS 0.20' BELOW FLOWLINE SECTION rA 1 TYPICAL ROUGH GRADING SCALE: NONE EXISTING GROUND I a% MI X 10 CUT PADS R/W R /w 1 TF11SHED C TION S PAD 0 VERFXCA VA RON REFER TO SCILS REPORT. 10' 40' 10' 20' PAD COMPACTION VARIES R 1 5' \ 5' I LIMITS 2' I 2, I EXIST. GROUND FINISHED PAD G 7_.0% - -- 2. 0% MIN. __�-- ------ +---- .__20�, - - -- 1.0% MAX. 0.20' - -- 10% J L_ ROUGH GRADING LINE lS 0.20' BELOW FLOWLINE SECTION B 1 TYPICAL ROUGH GRADING FILL PADS SCALE: NONE PAD COMPACTION R/W R/W 5 8 40' 8' 1 S' LIMITS I 5 5 1 2 FINISHED PAD 2 2.0% 2.07 2q - --- -- - r �_ REFVEREXCA R XTO SOILS REPOR 7 FILL PADS PAD COMA, PACTION LIMI TS I7NISHED PAD 2 05tij�/1iy �, 2 0VEREXCA VA T1 ON 25� MAX. ROUGH GRADING LINE 25% MAX. OVEREXCA VA T1 Oh REFER TO SOILS REPORT IS 0.20' BELOW FL O WL INE REFER TO SOILS REPORT. SECTION C TYPICAL ROUGH GRADING 1 CUT PADS SCALE: NONE PAD COMPACTION R/W R/W 1 8 40' 8' 1 5' LIMITS FINISHED PAD I 5' \ 5 1 I 1 2' I 2, -21 2.0Z 2% -- - - - -=_ - -- - - -- MIN. � 570 °MAX• 'ADING LINE FLOW FLOWLINE ON �H GRADING (l) NONE I I I L v (ALL DRAINAGE TO STREET) CUT PAD PAD COMPACTION LIMITS FINISHED PAD 0 VEREXCA VA TION- REFER TO SOIL S REPORT, 2' EXIST. GROUND DIG ERT Call: TOLL FREE 1 800 - 227 -2600 A LEAST TWO DAYS EFORE YOU DIG UNDERGROU D SERVICE ALERT OF SOUTHE N CALIFORNIA re 0) 0 M � rn � Q o z Do U � Z LL. I Q � -I Q Lij W U 00 � o J r w co o � � N � W Y a m M I Sirl w 0 m z 0 > w W Q 0 �. Cp q p CITY R ORDS NO: � P: �PROJECTSi02101 .03TR6209�X- projldwg \GRADING \TRACT 10103GC01_from_0210103GP01.dwg, 5!71201512:02:25 PM, dbrilhon,1:50 Z H W Q W J W T 2 V d' Z U � = Q J J ~ N ♦R Z V5 W CO d W � O Q Q co ♦♦�RR V UU (:j Q co Q � o a c� o 0 N O 1 cn w ° Q Q yl Q �. Cp q p CITY R ORDS NO: � P: �PROJECTSi02101 .03TR6209�X- projldwg \GRADING \TRACT 10103GC01_from_0210103GP01.dwg, 5!71201512:02:25 PM, dbrilhon,1:50 H W W W T 2 �. Cp q p CITY R ORDS NO: � P: �PROJECTSi02101 .03TR6209�X- projldwg \GRADING \TRACT 10103GC01_from_0210103GP01.dwg, 5!71201512:02:25 PM, dbrilhon,1:50 I� - -- �� G LiJ SEE r r, 620B FHA r F /lp N00'29'21 "E 0.48' � (mil I I I � 362 -0 9 h Q EXISTING STUB OUT � J A D J J \J �� Pi S89 °30'39 "E N 7.89' � ' S89 °30'39 "E S00'29 10 W 40.50' FD. CON MON. TAGGED 3617 76j5 FG 3612 + 0 3 R.C.E 5823 IN L.H. PER S 361.8 x361.1 361.1 G G 616 ly 62 36 750.01' 361.1• 361.1 361.1 361.2 361.3 2 ¢ C �, FC sq N -� h� 361.4 361.5 361.6 361.7 362.1 362.5 364 p F TR T No. 5310 UNIT 1 � ° � 362.8 4 x361.8 `c' w 362.0 362.3 362.3 362.9 363.3 0 o 36 361.7 14 363.7 61.7 13 20 20 12 11 _ \ F 361.8 % 361.8 x361.2 1.4 w FP 361.1 FP. 361. D 30' 30 361.0 361.2 1 361.3 ~vim _ \�Fp BACKFILL XISTING IEMPORAR x 361.0 x 361.0 x 361.0 5 FP. x`61.0 FP_ 3b'y.2 FP. 36� 361.4 �36�1.5f 3B1 7! 6361.8 5362.1 6 .3 362.3 362.8 363.4 363. �P �' X S89'30'50 "E 161.61' FP 361.E FP 3616 x 3 2 362.8 x 363.2 3 1 SUMP RE CCORDANCE WITH a, FP. 361.7 FP.3s .9 FP.36�2.0 FP 3b�22 362.6 o x o x363.9 20; 361 8 FP 36 . FP 363.3 � 364. ax 361.761.8 x 361.1 z 361.1 361.0 361.0 [�-- F 5' 3� 20' 70' [365.1' op 361.8 N89'30'3 W 360.9 361.0 361.3 361.4 361.5 361.5 361.7 362.0 362.2x 361.6 362.1 1 364.1 d �, 28 365.2 B 9��ti ti 10.00 77955 `� 5 362.8 363.3 363.5 .7 364.1 q,`ti 365.0. x 362.1 o 9 A/N i8" DRAIN B. - -_ _ - 65.0 L s?a 358.84 FL �� - - - A E F YCI - - -_ �- ° 365.0 m /Cg 13 +00 14 +00 - 98 (1 - '�� 16 +00 9 Q s 9 L- 5887 +00 r;B -- - L -- 7 +0 �" c� �Z 359.97 360.11 1 B o 2� �G QO 0 � g FL 59 �1 0.25% 9 VC 13 FL EVC +-- A U J sis -+OO E - - A V E N 1so E 3 0 36 ' P�fiO 605g �br FL 2.50% `C s s .7 L 0.25% 1 FP 362. D 3y _ 3g 358 g0 _ 0.25% 35_ p6 F N M 3y9 23 t 5 32 F z 9 69 F so- ¢ - 6 360 , 2 22 +OD + 2.7C 362.8 362.0 x 362.1 - _ -_- - -_ - o to ,�'� 3y 9.84 FL 6000 0.25% X76 360.3 F O 020 ¢2'`2 /i" 6 VC F 361.8 wt, -- �� p °h -- Q B '°O 419 O 2.48% 16 3 s, -- ps 51�° .3 F 0.25% 6 A 362.1 _ - 361.7 FP. 361.8 361.6 36].4 361.0 N N 1RAIN 362.5 'OS -�'' 361.9 361.3 361.1 - 361.3 362 -1 362 65.2 O x x 361.4 x 361.2 � o 7 362.5 F � � 361 -1 361.2 361.3 x 361.2 � 362.3 N 365.1 EX. JOINT Gj�' 0 361.5 � 361.9 362.4 362.3 362.7 362.7 363.3 363.4 L °° TRENCH TYP �� FG 362.0 FPI 6 = Q = � 363.9 � � FP 1.5 F 3 a1 r- I 362.8 x 363.2 363.4 x 364.0 361.8 x 361.6 361.5} x 361.1 x 361.2 361.1 361.1 j� J-J r r 2 365. t o S�Q 362.5 S71 &, U 361.4 1 5 x16 1 7 x 361.1 x 361.1 o x 361.4 1 361.4 48 z fP. 361 -0 FP_ 360.9 FP- 361.1 361.4 Z 362 5 o o FP 365.1 362.6 362.5 �, E 8 `� FP. 361.3 FP. 361.4 21 x 362-2 2 2 362'2 2 362.4 L� 2 4 362.6 363.23 9 2 6 20' 020 . � � FP 361.1 FP 363.2 4 364. r� + 364.9 � x 363.2 x x 364.0 30, M30' fP 626 174 60 o FP 361.9 FP 362.1 FP. 362.2 fP. 362.4 5 0 36 .t �6 361.6 FG c a 0 364.8 - �,y 362.5 362.0 361.5 361.2 361.1.9 361.1 F 361.0 FG `� o LO 362.3 Q-1) 362 361.9 G S89'30'50 "E 130.27' 361.1 361.1 0 361.3 � N F � 364.7 364.8 3 .8 ... 361.4 F [361.5 6 362.3 o C 362.4 362.0 362.3 81 F 1 362.1 0 36 362.4 362.7 363.1 363.2 363-9 00% c 364.1 14 362.2 % 1% 362.3 362.5 362.6 362.7 362.6 F FP_ 362.4 362.5 x 361.9 'r �, 362.4 362.4 ° 362.5 - G 29 36 3 364J 362.0362.0 `� ti 5�ti o 1362.7 363.0 363.2 FG 363.2 36 363.5 6� 11 362.0 364.8 3 4.7 �c �s � � �•� 362.4 FP. 362. .1 R362.1� 7 dl < - 364.8 � 10 362.5 90 < 362.3 362.2 FP. 361.9 FP 361.8 FP 3620 FP. 3 F2,_ 6x 362.4 5 362.6 4 362.7 362.6 < -5 1 362.4 6 ° 364.5 ,�O c FP. 362.4 FP. 362.6 FP. 36'� 7 FP. 3 6 2 362.5 ° FP. 3 2.3 3 FP 362.6 362.7 362 "9 "9 4 363.0 3 363.2 2 363 4 cw ,�°�b x4 2 3 4.4 tkh Q� I 'n I 362 7 !-f . 362 9 Ff 363.2 1 Q �,� 3 4.1 EX og o0 362.0 362.1 362.1 +� i FP 3630 FP. 36.3.3 F 0 13 6, FP. 362 5 r I I �� + FPS 0 �J r 364.0 pQ h 362.1 361.92 3 362.4 362.5 362.6 362.7 362.6 0 - N G S C R 0 S S 362.5 362 8 0 sot FL a �.._ a `� - 359.93 719R3 -- �o 362.6 362.7 363.4 ,. 0 --,` _.�s2 riiC N 3 ��1 F •9 >F � 362.9 363.1 363.2 363.2 m 363.8 �. 362.7 3g ° - �59:f� 0 FL - 719R6 � AVENUE Q ° � 363.9 3 .9 362.6 4 !� soq y9?� -�4 F C „ 0.37% �s s �Q r_ 1�° ,an` 20 70' 2 +00 60 5 POV 18 D IN 9> m 99 0.31% - .i6 s O h �s -- -J FP. 362.5 9• 359 9 56 �� s o o O - -- +00 N M ,6 +� 6 NS�1_11; X C A VE �° 62.7 ,, ;� 59.82 FL ! ,r ! •�� VC 17 +00 �s �6a 0.25% _ 6 1 a' 993] `iS9 s9s� 14 +00 66 B Ea o o FL x 363.7 �l l 9 N M '�, 361.29 FP 363.9 0'2- ._. '`� cl c 18" DRAT 1 EVC 18" DRAIN - < 363.0 59 59 0.60% 0.1 0.25% N "' 6 •4 0.25% 360 2 FL �1¢ f 19 +00 35 FL - - 2t +00 22+ 23+ 1.sGa' ° _ 4 8 36 • 18° DRAIN 2D+00 - - - - -_ - - -- - - � 15 c ° xF 362.7 362.5 362.6 3fi2.6 362.5 o s s 4�y9 0 ��°1^ _ -- - - -- ' 9F 23 +0.60% 363.89 363.9 362.7 ` N 362.7 0 �i 0 0.25% <°., �°� 362.8 5 f 00 1 - FP 36 7 \ ¢ x 362.6 21 x362.7 x 362.4 362.6 362.5 ° 362.4 362.4 sj o E L 2 362.3 362.5 0 362.5 18" DRAIN B Q FP 362.6 �� .� 362.6 362.6 �' x 362.5 362.3 g u =�O 12.9 36 . FL 36043 ; �6 FP 362 4 28 x 362.4 m 362.7' 362.4 x362.3 � N � I t 11 363.8 20'_ 20' FP. 363.8 �Q � FP. 362 4 F 362.6 0 _ � Fc 3611 45 FL 362.9 F 5' 30' 30' �� o 6k 362.8 362.5 x 362.4 362.6 �. _ 0 0 3 362.6 362.6 362.5 S6G Fl \ 362.72 6 31 362.6 362.4 2 36 3 0. 362.8 `� 362.5 S°� 2 9 3 0 o ++ v, fC Q 360.32 X x 3 �h 363.9 O o . 362.5 3s2.7 FP. 362.6 FP- 3626 FP x362.6 362.4 N j 3s2s 362.5 FP. 362,E x FP J62. 3 0 2 O 23 362.9 1 6 -� �6o N 362.6 362.5 362.3 ` FP 362.9 \\ 2 ti`' FP- 362 7x 362.9 FP. J62.6 4 362.6 x 364.1 x 362.6 �� 2 7 362.6 362.6 362.6 362.4 362.3 362.9 ^� 362.9 362.7 Q. a 362.6 362.7 362.4 362.2 �, �, FP 364.0 -, - 362.8 � ° � .. FP 362 � 626 FG 2 6 FG � 362.8 362.6 362.7 362.7 362.6 362.6 362.7 LOT �rDr� � ° � 364.1 6 &- x 362.7 362.8 W 362.6 363.0 363•° p �� ' PROPOSED PARK SITE 364, 36 362.9 362.8 362.8 r 362.6 3 362.9 „ x 362.9 362.8 �O� x 362.7 362 1.78 AC. �, o� o0 0 3s2.8 7 1 3s2.a 3628 fc FP 362 8 362.s 9 362 96 F FP 36 a O �, �s9 �+ N O �P 9 364.2 `° FP, J62.9 P. 362.9 x 362.6 70' 20' (N 0 T A PART) oe X4'0 - 364.2 90 362.9 362.9 6 362.7 FG 362.6 g FG 364.5 1 8x362.9 x 362.9 �0 362.8 362.9 362' 362.6 e� �G 364.3 P. 364.2 x 364.2 25 362.9 FP. 362.9 362.7 362.9 362.7 FP. 362 9 FP. 362.9 �6� >> 362.6 362.9 362.8 362.8 . .� 362.8 x362.7 364.5 °1° 362.9 f ,� 363.0 362.9 9FG 4 363.0 0� s 36 G 362.5 x 363.1 x362.8 x 3 �i% 364.5 7 x364.4 364 362.9 362.8 364.5 x o 36 s� FP 362.9 o 8x .4 6 363.0 /r F x x 363.0 I Z '� 9 E a N89'30 38 W c 6 .i8 �( �� 362.7 65 x 363.0 x363.0 363.0 363.0 FP ,364.4 �c FP. 364.5 364.5 \c •y62• �� v- 1 F F i srs x 364.5 c �n ^`°� I �6p� +6�? - _. 914.96' 364.6 X1364,4 c 364.5 1 -EGEND =MENT FS FINISH SURFACE CURB AND GUTTER PETE OE OVER - EXCAVATION EXIST. CURB AND GUTTER FF FINISH FLOOR FC FINISH CONCRETE - - CENTERLINE OF STREET TT 1V GB GRADE BREAK PROPERTY LINE / RIGHT -OF -WAY IG GRADE FP FINISH PAVEMENT PAD COMPACTION LIMITS EXISTING GROUND CONTOUR � ! STORM DRAIN PROPOSED PAD ELEV. 0 TYPE "A" CATCH BASIN WITH 3.5' WIDE PROPOSED GUTTER FLOWLINE ELEV. OPENING UNLESS OTHERWISE NOTED TRACT BOUNDARY PROPOSED LANDSCAPE ELEV. SCALE.- 1 " = 50' PROPOSED FINISHED GRADE PHASE BOUNDARY 50 25 0 50 100 DIRECTION AND PERCENT OF SLOPE A FOR DRAINAGE SECTION LINE AS -BUILT PAD ELEV. N89'31'03 "W 587.76' C rF_NT, R, A 1 111✓ 1, � i W - . . - . , , I I \-/ \_ P:IPROJECTS1 02101. 03TR6209 \X -orolw nIrRAnINt'ITnerT --l-, •t W I TRENCH TYP. � ! Q 0 Z NER O,fj• N89'31'03 "W 587.76' C rF_NT, R, A 1 111✓ 1, � i W - . . - . , , I I \-/ \_ P:IPROJECTS1 02101. 03TR6209 \X -orolw nIrRAnINt'ITnerT --l-, GRADING NOTES A. WA B. WATER ALL HAUL ROADS AT A MINIMUM OF THREE TIMES PER DAY. LEGEND SHEET INDEX I. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES 29. THE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PROTECTED SPECIES WHICH THOSE PROTECTED UNDER ABBREVIATIONS RADIUS LENGTH AND STANDARDS PERTAINING THERETO (2013 CALIFORNIA BUILDING CODE, ARE NOT ADDRESSED IN THE MBHCP, INCLUDING BE AVOIDED AND EP EDGE OF PAVEMENT FS FINISH SURFACE COVER PAGE GENERAL NOTES/ SHEET 1 / AND COMPACTING MATERIAL TO 174E LINE AND GRADES SHOWN ON 774E PLANS AND AS DIRECTED BY THE ENGINEER SHALL BE CONSIDERED AS APPENDIX J) AND SHALL BE SUPERVISED AS ENGINEERED GRADING IN THE FEDERAL M /GRA TORY BIRD 7REA TY ACT, SHOULD A QUALIFIED BIOLOGIST PRIOR TO CONSTRUCTION. THE TC TOP OF CONCRETE OE OVER - EXCAVATION CROSS SECTIONS /GRADING PLAN D. STABILIZE nn.,^rn„n nnA, nl If7 �nCCC I fcfAl!_` ACCORDANCE WITH CITY OF BAKERSFIELD ORDINANCES EVALUATED BY FISH & WILDLIFE SERVICE (USFWS) AND CALIFORNIA DEPARTMENT OF FL FLOWUNE FF FINISH FLOOR SHEET 2 SOIL REPORT NOTES 2. ALL GRADING SHALL CONFORM TD THE RECOMMENDA170NS CONTAINED DE A PART HEREOF, THE PRELIMINARY SOILS REPORT AND MA DE H FISH & GAME (CDFG) SHOULD BE NOTIFIED OF PREVIOUSLY UNREPORTED UNAN77CIPATED TAKE OF PROTECTED WILDLIFE CL CENTERLINE FC FINISH CONCRETE SHEET 3 EROSION CONTROL PLAN PAD COM ACTION IN, PREPARED KRAZAN ASSOCIATES, INC., FILE NO. 022 -07RT DATED IN CASE OF PROTECTED SPECIES. ANY SHALL BE REPORTED IMMEDIATELY TO THE CDFG AND USFws. ELEV ELEVATION GB GRADE BREAK FINISH PAVEMENT LEGAL DESCRIPTION: FOR SUCH WORK. FEBRUARY 6, 2007, AND ALL ADDENDUMS THERETO. Z ME MATCH EXISTING GRADE FP FILL MATERIAL: REFER TO SPECIFIC EARTHWORK RECOMMENDATION FOR O A CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS, THE MORE 30. IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED 10. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE 26 OF FILL MATERIALS LAYERING AND REQUIREMENTS ON SHEET 2 HEREIN. STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE. DURING EXCAVA71ON AND GRADING ACTIVY71ES ON -SITE, THE CONTRACTOR f__�� . -- EXISTING GROUND CONTOUR BEING A DIVISION OF PARCEL 2 OF PARCEL MAP WAIVER NO. -93 3. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY SHALL STOP ALL WORK AND 774E DEVELOPER SHALL RETAIN A QUALIFIED U Q CERTIFICATE A EVIDENCED BY COMPLIANCE RECORDED FEB. 25, 1994 PAR. 2 OF PMW 26 -93) CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE ARCHEOLOGIST TO EVALUATE THE SIGNIFICANCE OF THE FINDING AND PP 347.90 PROPOSED PAD ELEV. IN BOOK 6995, PAGE 709 OF OFFICIAL RECORDS, ALSO BEING A K. ASPHALT - CONCRETE PAVING SHALL COMPLY 4641 AND RESTRICT USE OF CUTBACK, SLOW -CURE AND EMULSIFIED WITH THE PLANS, SPECIFICA71ONS AND CODE WITHIN HIS PURVIEW. APPROPRIATE' COURSE OF ACTION. SALVAGE OPERATION REQUIREMENTS IN APPENDIX K OF THE CALIFORNIA ENVIRONMENTAL QUALITY ACT PROPOSED GUTTER FLOWUNE ELEV. , PORTION OF SECTION 19, TOWNSHIP 30 SOUTH, RANGE 28 EAST, 4. THE SOIL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL PLACING ANY MATERIAL. GUIDELINES SHALL BE FOLLOWED AND THE TREATMENT OF DISCOVERED o M.D.M, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, Lu �J SHALL BE NOTIFIED 48 HOURS PRIOR TO NA77VE AMERICAN REMAINS SHALL COMPLY WITH STATE CODES PROPOSED LANDSCAPE ELEV. STATE OF CALIFORNIA 5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WI7H REGULATIONS OF THE AMERICAN HERITAGE COMMISSION. LrI V♦ � UNDERGROUND FACILITIES PRIOR TO BEGINNING CONSTRUCTION AND VERIFY THE LOCA77ON AND DEPTH OF ALL UNDERGROUND FACILITIES, 31. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY 77ME ON ANY PORTION PROPOSED FINISHED GRAOf PROJECT AREA: 1.50 ACRES 33. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS OF THE PROJECT, WORK SHALL HALT AND THE CORONER BE NORf7ED 031% DIRECTION AND PERCENT OF SLOPE HCP AREA: 1.50 ACRES 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326 -3049. LINES THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED IMMEDIATELY (SECT70N 7050.5 OF THE HEALTH AND SAFETY CODE). FOR DRAINAGE USED IN LIEU OF SUCH USED IN LIEU THE ACCORDANCE WITH C.B.C. (CURRENT EDITION). LINES NOT INDICATED ON THE PLAN OR FOR INFORMATION OBTAINED SOURCES. (USA 1 -800- 227 -2600) IN THE ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A QUALIFIED ARCHAEOLOGIST AND 774E LOCAL NATIVE AMERICAN COMMUNITY SHALL CENTMUNE OF STREET TOTAL: 8 FUTURE BUILDABLE LOTS 6. FROM OUTSIDE THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL TO BE ALSO BE NOTIFIED. SHALL COMPLY K17H SAN JOAQUIN VALLEY AIR PMW NO. 26 -93 CURB AND GUTTER CONSTRUCTION PHAS /N 34. THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NA77ONAL POLLUTANT (NOT) TO AREAS TO + OR - 0.10 FOOT. IF AN AREA SHOULD BE FOUND MORE 774AN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND 32. THE CONTRACTOR POLLUTON CONTROL DISTRICT (SJVAPCD) REGULATION WN, DUST PMW 740. 26 -93 RIGHT-OF-WAY 26 TO BE GRADED 22. ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND CONTROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING AND CONSTRUCTION PHASES. THE MIT1GA710N MEASURES FUTURE LOT LINES PARCEL 2 OF PMW -93 SIMULTANEUOUSLY NTH TRACT 6209 2 CORRECT THE GRADING AT NO COST TO THE OWNER. THE GRADING TO BE TAKEN ARE AS FOLLOWS: PMW NO. 26 -93 PAD COMPACTION LIMITS PHASES 2, 3 AND 4. \ ^^ Z THE GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING THE OCCURRENCE OF A DUST TER EXPOSED SURFACES (SOIL) THREE- 71MES /DAY. P.M.W. NO. 26 -93 BOUNDARY \ `i GRADING OPERATIONS TO PREVENT NUISANCE AND SHALL PR07ECT CURBS AND OTHER OBJECTS WHICH ARE A. WA B. WATER ALL HAUL ROADS AT A MINIMUM OF THREE TIMES PER DAY. 6209 PROPERTY LINE/ CURVE TABLE TO REMAIN. DUST CONTROL SHALL CONFORM TO THE SAN JOAQUIN C. REDUCE SPEED ON UNPAVED ROADS TO LESS THAN 15 MILES PER HOUR. TR. RIGHT -OF -WAY CURVE RADIUS LENGTH TAN GENT VALLEY UNIFIED AIR POLLUTION CONTROL DISTRICT REGULATIONS ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE SEC77ON FOR ADJACENT LOTS WITH AN AND COMPACTING MATERIAL TO 174E LINE AND GRADES SHOWN ON 774E PLANS AND AS DIRECTED BY THE ENGINEER SHALL BE CONSIDERED AS 300.00' 160.33' 82.13' TYPICAL ELEVA77ON DIFFERENCE OF 0.2 FT. OR LESS D. STABILIZE nn.,^rn„n nnA, nl If7 �nCCC I fcfAl!_` �- 6209 CURB ANO GUTTER C1 VARIES VARIES V R_ FXCAVA71ON - EXCAVATION SHALL CONSIST Or ALL EXCAVAPON NOT BEING ACTIVELY UTILIZED FOR c.ulvarnuc. ==�._.. 1 �._,�. INVOLVED IN GRADING THE PROJECT AS SHOWN ON THE PLANS, ExcErvr WATER OR BY COVERING WITH A TARP, OTHER SUIIACLt cwtrc vrc ANY EXCAVATION SEPARATELY DESIGNATED AND PAID FOR AS A VEGETATIVE GROUND COVER. TR. 6209 PAD COMPACTION LIMITS SEPARATE ITEM. E. CONTROL FUGITIVE DUST EMISSIONS DURING LAND CLEARING, GRUBBING, LEVELING, GRADING, OR CUT &FILL OPERATIONS WITH APPLlCA170N OF ^� TR. 6209 STORM DRAIN LINE AND 9. EMBANKMENTS - EMBANKMENT CONSTRUCTION SHALL CONSIST OF WATER OR BY PRESOAKING. TYPE "A" CATCH BASIN WITH 3.5' WIDE r.ul. , nr C'11OAALJIJCAITC fur! f1nHU11 TTdF PREPARATION OF OPENING UNLESS OTHERWISE NOTED RADIAL TABLE EXCESS LANDSCAPE DRAINAGE AC AREAS OVER 29a RADIAL BEARING R1 N31'06'36 "E R2 S00'29'21 "W LUry.� !![Ul. Illvu Lv r �munnnmu. •• •� • • •- . .._. -- - - �� u A roCCOn AO/1 ! 11�IT AREAS FOR WHICH THEY ARE TO BE PLACED, Trlt cvNSTrcuL flvry yr F WHEN TRANSPORTING MA rtMIALS Urr J1IE, Willy lnl/v n ,,L,- uvn,.✓ DIKES WITHIN OR OUTSIDE 774E CONSTRUC77ON AREA, THE PLACING OF AT LEAST SIX INCHES AND COVER OR EFFECI7VELY WET TO LIMIT TR. 6209 PHASE BOUNDARY LINE TABLE EXCESS LANDSCAPE DRAINAGE AC AREAS OVER 29a LINE BEARING DISTANCE AND COMPACTING OF APPROVED MATERIAL WITHIN THE CONSTRUCTION VISIBLE DUST EMISSIONS AS -BUILT PAD ELEV. L1 589'30'39 "E 73.07' AREA WHERE UNSUITABLE MATERIAL HAS BEEN REMOVED, AND THE G. LIMIT AND REMOVE THE ACCUMULATION OF MUD AND /OR DIRT FROM A ES FOR SECTION LINE 0.20' TYPE B" A. C. OVER 0.75' CL 2 AGGREGATE BASE OVER CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA GRADING PLAN PLACING AND COMPACTING OF EMBANKMENT MATERIAL IN HOL THE CONSTRUCTION EMBANKMENTS, PREPARING SUB -GRADE AT THE ADJACENT PUBLIC ROADWAYS AT THE END OF EACH WORKDA Y. DRY ROTARY BRUSHES IS PROHIBITED EXCEPT WHEN PRECEDED EXCESS LANDSCAPE DRAINAGE AC AREAS OVER 29a ROAD GRADING PLANE, CONFORMING TO THE GRADE TOLERANCE, DOING USE OF OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT VISIBLE DUST x362,8 AS -BUILT PAD ELEV. SCALE: 1" = 10' (HORIZONTAL) 1" = 5' (VERTICAL) NECESSARY PLOWING OR BENCHING, IMPORTING OR BORROW, PLACING EMISSIONS AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN). RECOMMENDA77ON FOR CLEARING AND GRUBBING REQUIREMENTS ON 0.20' TYPE B" A. C. OVER 0.75' CL 2 AGGREGATE BASE OVER SEC77ON FOR ADJACENT LOTS WITH AN AND COMPACTING MATERIAL TO 174E LINE AND GRADES SHOWN ON 774E PLANS AND AS DIRECTED BY THE ENGINEER SHALL BE CONSIDERED AS H. STABILIZE THE SURFACE OF STORAGE PILES FOLLOWING THE ADDITION SHEET 2 HEREIN. 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE TYPICAL ELEVA77ON DIFFERENCE OF 0.2 FT. OR LESS INCLUDED IN THE CONTRACT PRICE PAID PER CUBIC YARD FOR OR REMOVAL OF MATERIALS USING WATER. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS): REFER TO SPECIFIC VARIES VARIES V FUTURE EXCAVA770N, AND NO AD0177ONAL COMPENSATION WILL BE ALLOWED L REMOVE 1RACKOUT WHEN IT EXTENDS 50 OR MORE FEET FROM THE (� VARIES PAD COM ACTION � Z MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING > Q FOR SUCH WORK. St TE AT THE END OF EACH WORKDAY. Z 20. FILL MATERIAL: REFER TO SPECIFIC EARTHWORK RECOMMENDATION FOR O FE °i 10. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE J. CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS (GREATER FILL MATERIALS LAYERING AND REQUIREMENTS ON SHEET 2 HEREIN. 41. COMPAC770N TEST NOTE - COMPACTION TESTS SHALL BE 774E RESPONSIBILITY OF PANAMA LANE U Q 2 fP. 361.5 STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT THAN 20 MPH OVER A ONE -HOUR PERIOD). WITH THE SJVAPCD RULE U Q OF THE DEVELOPER /SUBDIVIDER /CONTRACTOR. THE NUMBER AND LOCA7101V PAR. 2 OF PMW 26 -93) 1' LLI � FD. CONC- MOH. AGGED OF TRANSPORTATION DATED JULY 2007, INSOFAR AS THE SAME MAY NOTES HEREON. IN CASE OF K. ASPHALT - CONCRETE PAVING SHALL COMPLY 4641 AND RESTRICT USE OF CUTBACK, SLOW -CURE AND EMULSIFIED FINISHED N EXCAVATION AND OVER EXCAVATION - 2,492 CU. YD. O �-- R.C.E. 15823 I L.N. PER APPLY IN ACCORDANCE W77-1 714E o O Lu �J U 42. 24 HOUR NOTICE. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, NT ICE TRACT No. 10 UNIT 1 CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY N07ES ASPHALT PAVING MATERIALS U LrI V♦ � 24" OQ 174E CITY CONSTRUCTION INSPEC770N SEC71ON SHALL BE GIVEN AT LEAST PAD ELEVA71ON Q HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND 8E TI CONFLICTING PORTIONS SAID 33. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN QUANT777ES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326 -3049. � PAD ELEVATION PAD USED IN LIEU OF SUCH USED IN LIEU THE ACCORDANCE WITH C.B.C. (CURRENT EDITION). NO WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. IN CASE OF PAD ELEVATION ELEVATION OVEREXCA EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT THE ENGINEER BENCH MARK: 2. 1 SLOPE 2: 1 SLOPE REFER SHALL APPLY BUT NOT LIMITED TO FOLLOWING: 34. THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NA77ONAL POLLUTANT (NOT) TO 0' TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF ADELAIDE AVENUE AND 1 22. A) ALL CONCRETE SHALL BE CLASS "3° USING TYPE ll CEMENT, AS DISCHARGE ELIMINATION SYSTEM (NPDES), A NOTICE OF IN COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM PAD ELEVA TION 2 ON SHEET 2 HEREIN. PAVEMENT AREAS. REFER TO SPECIFIC RECOMMENDATION ON ELEVATION = 360.51' (CITY DATUM) !N ACCORDANCE WITH SECTION 90 AND SHALL HAVE VE AT LEAST WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER 740. 2009- SHEET 2 HEREIN. OVER - EXCAVATION DIFFERENCE OF 0.2 FT. OR LESS. 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS 0009 -DWO AS AMENDED BY ORDER 2010- 0014 -DWO AND ORDER 2012 -0006- THE BEARING OF N 89'30'50" W SHOWN FOR THE 25. B) ASPHALTIC CONCRETE SHALL BE TYPE B; MEDIUM GRADED, t/2" MAX /MUM AGGREGATE, AND INTIMATELY MIXED WITH 5 -6 1/2% DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY COMPLIANCE WITH THAT A STORM WATER POLL U7ON PREVENTION UOVER- EXCAVATION SECTION B .9 \ ASPHALT. NO R.A.P. (RECLAIMED ASPHALT PAVEMENT) WILL BE THE GENERAL PERMIT REQUIRES BE 1 PERMITTED. PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS -�� 26. THE CONTRACTOR SHALL COMPLY WITH THE GUIDE FOR ASSESSING AND AVAILABLE FOR PUBLIC DURING NORMAL CONSTRUCTION HOURS. WASTE SCALE: 1" = 10' (HORIZONTAL) 11. IN THE EVENT CONSTRUCTION STAKING BASED ON McINTOSH & ASSOCIATES' DISCHARGER IDEN71FICA77ON (*DID) NO. 5F15C371716 HAS BEEN ISSUED BY )N��j ��•9,Q 1" = 5' (VERTICAL) PLANS, DRAWINGS, OR OTHER DOCUMENTS IS PERFORMED BY ANOTHER THE STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT. SEC71ON FOR ADJACENT LOTS WITH AN FIRM, McINTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, 35. AN OPEN STREET PERMIT SHALL BE OBT A INED FROM THE CITY OF TYPICAL ELEVATION DIFFERENCE OF 0.3 FT. OR GREATER. S BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED DRAWINGS, OR OTHER DOCUMENTS WITHIN EXISTING ACCEPTED STREET RIGH - OF- WAY UNLESS SECURED 8y 12. McINTOSH & ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED VAR /ES ANS. UNAUTHORIZED CHANGES T0, OR USES OF, THESE PLANS. ALL UNAUTHORIZED ENGINEERS ES77MA TE FOR THE WORK PERFORMED WITHIN THE RIGHT- EX /STING CHANGES THESE PLANS MUST BE APPROVED, 174 WRITING, BY OF -WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO Z BUILDER'S FENCE PARCEL 2 OF PARCEL MAP WAIVER 26 -93 PER CERTIFICATE OF COMPLIANCE BOOK NO. 6995, PAGE 709 IS 'A, PP, EX. JOINT TRENCH TYP. McINTOSH & ASSOCIA TES. ISSUANCE OF A PERMIT. O 13. UPON COMPLE77ON OF GRADING AND BEFORE THE START OF U - CONSTRUCTION, A FINAL SOILS REPORT SHALL BE PREPARED 36. DUST CON TROL BY THE SOIL ENGINEER. CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON i2" 14. THE SOIL ENGINEER SHALL REVIEW ALL EXCAVATIONS PRIOR TO SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY EXISTING PAD BACKFILLING AND SHALL BE NOTIFIED OF ANY 17EM ENCOUNTERED OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE U ELEVATION = DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION PROVISIONS OF SAID PLAN. STABILITY SO RECOMMENDATIONS CAN BE MADE BY THE SOIL 37. STORM WATER POLLUTION PREVENTION ENGINEER. 15. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: 1. ENGINEER. CONTRACTOR SHALL OBTAIN A COPY OF 174E STORM WATER POLLUTION PAD ELEVATION 2 PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, n 16. ALL SLOPES GREATER THAN THREE FEET IN VER77CAL HEIGHT SHALL AND SHALL KEEP A COPY ON SITE AT ALL TIMES FOR THE DURATION BE PREPARED AND MAINTAINED TO PREVENT EROSION. CONTRACTORS OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED SCALE: 1 " = 50' TO COMPLY WITH THE PROVISIONS OF SAID PLAN. IOVER-EXCA VA T1 ON 50 25 0 50 100 17. IMPORTED FILL MATERIAL: REFER TO SPECIFIC EARTHWORK 3B. THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE E SECTION RECOMMENDA77ON FOR IMPORTED FILL MATERIAL REQUIREMENTS ON ROSS THE SIDEWALK FOR ]NOSE 1 MITIGATING AIR QUALITY I GUIDANCE DOCUMENT WHICH LISTS THE FOLLOWING MEASURES AS APPROVED AND RECOMMENDED FOR CONSTRUCTION AC77V1TIES KITHIN THE SAN JOAQUIN VALLEY AS FOLLOWS. A. MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY MANUFACTURER MANUALS, B. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME. C. USE ELECTRIC EQUIPMENT FOR CONSTRUCTION WHENEVER POSSIBLE IN LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT. D. CURTAIL USE OF HIGH- EMIT71NG CONSTRUCT70N EQUIPMENT DURING PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS SUCH AS "SPARE- THE-AIR" DAYS AS DECLARED BY THE SJVAPCD. TO RETAIL ESTABLISHMENTS AT LUNCH. E. ENCOURAGE CONSTRUCTION EMPLOYEES TO CARPOOL OR USE SHUTTLE 27. PRIOR TO SITE GRADING, SUBDIVIDER SHALL HAVE A PRECONSTRUC77ON SURVEY CONDUCTED TO SEARCH FOR NATIVE KIT FOX DENS SURVEY SHALL BE SUBMITTED TO THE PLANNING DIRECTOR FOR REVIEW PRIOR TO GRADING. THE APPLICANT MAY BE SUBJECT TO SPECIAL NOTIFICATION REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND CONTAINING DENS. 28. PRIOR TO THE APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SUBJECT TO TO THE MIGRATORY BIRD TREATY ACT. INCLUDING THE SWANSON HAWK DURING THE RAPTOR NESTING SEASON (FEBRUARY THROUGH SEPTEMBER). IF CONSTRUCTION IS TO OCCUR DURING RAPTOR NES71NGIBREEDING SEASON N.T.S. O CONSTRUCTION AC77VITY SHALL TAKE SHEET 2 HEREIN. EXCESS LANDSCAPE DRAINAGE AC AREAS OVER 29a ROAD Z 18. CLEARING AND GRUBBING: REFER TO SPECIFIC EARTHWORK 39. PAVING FOR AUSS /E AVENUE SHALL BE. SCALE: 1" = 10' (HORIZONTAL) 1" = 5' (VERTICAL) 3�3 a RECOMMENDA77ON FOR CLEARING AND GRUBBING REQUIREMENTS ON 0.20' TYPE B" A. C. OVER 0.75' CL 2 AGGREGATE BASE OVER SEC77ON FOR ADJACENT LOTS WITH AN FILL PADS SHEET 2 HEREIN. 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE TYPICAL ELEVA77ON DIFFERENCE OF 0.2 FT. OR LESS 19. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS): REFER TO SPECIFIC DENSITY PER C.O.B. STD. ST -9. ROAD V FUTURE EARTHWORK RECOMMENDAT70N FOR AREAS TO RECEIVE FILL 40. ANY ITEMS IN PUBLIC RIGHT -OF -WAY THAT ARE DAMAGED OR DO NOT (� VARIES PAD COM ACTION � REQUIRENMEN7S ON SHEET 2 HEREIN. MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING > Q 0 FU RE Z 20. FILL MATERIAL: REFER TO SPECIFIC EARTHWORK RECOMMENDATION FOR AND /OR UPGRADING AS PER CITY ENGINEER. FE °i LIMITS 5 �� FILL MATERIALS LAYERING AND REQUIREMENTS ON SHEET 2 HEREIN. 41. COMPAC770N TEST NOTE - COMPACTION TESTS SHALL BE 774E RESPONSIBILITY OF PANAMA LANE 2 fP. 361.5 PAD 21. OUANT]TIES FOR EARTHWORK OF THE DEVELOPER /SUBDIVIDER /CONTRACTOR. THE NUMBER AND LOCA7101V PAR. 2 OF PMW 26 -93) 1' LLI � 2' 50 66 L FINISHED N EXCAVATION AND OVER EXCAVATION - 2,492 CU. YD. REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. o Lu �J EMBANKMENT - 2,039 CU. YD. 42. 24 HOUR NOTICE. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, NT ICE a� PAD V♦ � IMPORT - 45 CU. YD. 174E CITY CONSTRUCTION INSPEC770N SEC71ON SHALL BE GIVEN AT LEAST PAD ELEVA71ON Q ELEVATION QUANT777ES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326 -3049. PAD NO WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. IN CASE OF PAD ELEVATION ELEVATION OVEREXCA EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT THE ENGINEER BENCH MARK: 2. 1 SLOPE 2: 1 SLOPE REFER REPORT TO SOILS REPORT. THAT ADJUSTMENTS MAYBE MADE. THE CONTRACTOR SHALL NOT USE THESE QUANTITIES TO BASE HIS BID ON. TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF ADELAIDE AVENUE AND SECTION C SECTION D 22. BUILDING PAD PREPARATION: REFER TO SPECIFIC RECOMMENDATION KENDRA STREET. N.T.S. N.T.S. Q 23. ON SHEET 2 HEREIN. PAVEMENT AREAS. REFER TO SPECIFIC RECOMMENDATION ON ELEVATION = 360.51' (CITY DATUM) TYPICAL FOR ADJACENT LOTS WITH AN ELEVA77ON TYPICAL FOR ADJACENT LOTS WITH AN ELEVATION DIFFERENCE OF 0.3 F T. OR GREATER. SHEET 2 HEREIN. BASIS OF BEARINGS: DIFFERENCE OF 0.2 FT. OR LESS. 24. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES THE BEARING OF N 89'30'50" W SHOWN FOR THE 25. OR EXCAVA71ON FIVE (5) FEET OR DEEPER. AT THE INITIAL CONSTRUCTION MEETING PRIOR TO GRADING AC711471ES, CENTERLINE OF FAIRVIEW ROAD AS SHOWN ON TRACT OF MAPS AT ALL CONSTRUCTION WORKERS MUST BE INFORMED AS TO THE SYMPTOMS NO. 5310 UNIT 2, F11 ED 40 PAGE 164 WAS USED ASI THE BOOK OF BEARINGS OF VALLEY FEVER. SHOWN HEREON. -�� 26. THE CONTRACTOR SHALL COMPLY WITH THE GUIDE FOR ASSESSING AND MPACIS (GAMAQI) JANUARY 10 2002 REVISION )N��j ��•9,Q MITIGATING AIR QUALITY I GUIDANCE DOCUMENT WHICH LISTS THE FOLLOWING MEASURES AS APPROVED AND RECOMMENDED FOR CONSTRUCTION AC77V1TIES KITHIN THE SAN JOAQUIN VALLEY AS FOLLOWS. A. MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY MANUFACTURER MANUALS, B. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME. C. USE ELECTRIC EQUIPMENT FOR CONSTRUCTION WHENEVER POSSIBLE IN LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT. D. CURTAIL USE OF HIGH- EMIT71NG CONSTRUCT70N EQUIPMENT DURING PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS SUCH AS "SPARE- THE-AIR" DAYS AS DECLARED BY THE SJVAPCD. TO RETAIL ESTABLISHMENTS AT LUNCH. E. ENCOURAGE CONSTRUCTION EMPLOYEES TO CARPOOL OR USE SHUTTLE 27. PRIOR TO SITE GRADING, SUBDIVIDER SHALL HAVE A PRECONSTRUC77ON SURVEY CONDUCTED TO SEARCH FOR NATIVE KIT FOX DENS SURVEY SHALL BE SUBMITTED TO THE PLANNING DIRECTOR FOR REVIEW PRIOR TO GRADING. THE APPLICANT MAY BE SUBJECT TO SPECIAL NOTIFICATION REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND CONTAINING DENS. 28. PRIOR TO THE APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SUBJECT TO TO THE MIGRATORY BIRD TREATY ACT. INCLUDING THE SWANSON HAWK DURING THE RAPTOR NESTING SEASON (FEBRUARY THROUGH SEPTEMBER). IF CONSTRUCTION IS TO OCCUR DURING RAPTOR NES71NGIBREEDING SEASON N.T.S. O CONSTRUCTION AC77VITY SHALL TAKE ADO JO �F 2% rlpQ MIN. %F MIN / 'x r0% t 0 MIN. \ \ \ \ 10% 2•� / 0% X TYPICAL FINISH LOT GRADING (ALL DRAINAGE TO STREET) (FEBRUARY THROUGH SEPTEMBER) N PLACE WITHIN 500 FEET OF A ACTIVE NEST. TREES TO BE REMOVED THAT VICINITY MAP mNTAIN NFI TM SHALL BE REMOVED ONLY DURING NON - BREEDING SEASON (OCTOBER 174ROUGH JANUARY) DATED FEBRUARY 25, 1994 T or DOp0, 3r b S�, c C 363 % 3, 3C.? 31 FP 361.90 z FP. J62.4 ''` S �8 255�£ � MON. TAG: S89'31'121 R.C.E. 15823 IN L.H. 361.0 7 361_.7 381.8 � l D a� ham. LOF361.8 LOT 2, 1 ' .� \s 361 FP .3620 381.7 .8 �' 381. _ BACK.FIL� _ XISTING TEMP ,- ^UMP IN CCORDANCE WITH FP, 362. 3 f �X" rev C FU '� 3621 k pT` 4 .441/ 13 -v tv X713 FP. 362 6 "A,61 94 / 3F_ I 3 v 12 FP. 362.4 6 _T- 9� MATCy 1 c ( ;; r C1 N _° ARE AP' .6 17j. 41 aurl 1,4 e M 362 313 F- (3) J/ O a 0 _ z 00 361.50 W z 3E,ti t' Q J :P r "� % ]L 4y TRACT 6209 J = 00 PHASE 1 Q o ( ) Q EE SEPARATE GRADING PLAN _ w �7 I O L� 11 �35. o w Y VARIES m 361. 04 In 14 13 Zo' L T 3 3 FP. 361.1:45 FP. 361. 5 30' 381.0 0 "- I \ 361.1 n•zn,�nN�- --` oI o X07 jv 39 E w N 10.00' t,,., a 18" DRAIN_ j'� 1 q IGB P;. ;52 R. Cj 359.77 S8 TC MAjGN _ 97 FG PACHECO ROAD Z �, r- W 359.78 FG �, a n 3�3 a N 3614 - - -- - - t� z J.7 NZ FAIRVIEW ROAD V FUTURE - > r W � � �� LOT 8 Q > Q 0 FU RE Z 361.5 Z ° PORTION OF PAR 1 °i o LOT 7 5 �� C, W PANAMA LANE O z fP. 361.5 PRWECT 6�0� FNi a C X71 1 E = PAR. 2 OF PMW 26 -93) ~ LLI � BERKSHIRE ROAD 50 66 L i , w U' N Q ADO JO �F 2% rlpQ MIN. %F MIN / 'x r0% t 0 MIN. \ \ \ \ 10% 2•� / 0% X TYPICAL FINISH LOT GRADING (ALL DRAINAGE TO STREET) (FEBRUARY THROUGH SEPTEMBER) N PLACE WITHIN 500 FEET OF A ACTIVE NEST. TREES TO BE REMOVED THAT VICINITY MAP mNTAIN NFI TM SHALL BE REMOVED ONLY DURING NON - BREEDING SEASON (OCTOBER 174ROUGH JANUARY) DATED FEBRUARY 25, 1994 T or DOp0, 3r b S�, c C 363 % 3, 3C.? 31 FP 361.90 z FP. J62.4 ''` S �8 255�£ � MON. TAG: S89'31'121 R.C.E. 15823 IN L.H. 361.0 7 361_.7 381.8 � l D a� ham. LOF361.8 LOT 2, 1 ' .� \s 361 FP .3620 381.7 .8 �' 381. _ BACK.FIL� _ XISTING TEMP ,- ^UMP IN CCORDANCE WITH FP, 362. 3 f �X" rev C FU '� 3621 k pT` 4 .441/ 13 -v tv X713 FP. 362 6 "A,61 94 / 3F_ I 3 v 12 FP. 362.4 6 _T- 9� MATCy 1 c ( ;; r C1 N _° ARE AP' .6 17j. 41 aurl 1,4 e M 362 313 F- (3) J/ O a 0 _ z 00 361.50 W z 3E,ti t' Q J :P r "� % ]L 4y TRACT 6209 J = 00 PHASE 1 Q o ( ) Q EE SEPARATE GRADING PLAN _ w �7 I O L� 11 �35. o w Y VARIES m 361. 04 In 14 13 Zo' L T 3 3 FP. 361.1:45 FP. 361. 5 30' 381.0 0 "- I \ 361.1 n•zn,�nN�- --` oI o X07 jv 39 E w N 10.00' t,,., a 18" DRAIN_ j'� 1 q IGB P;. ;52 R. Cj 359.77 S8 TC MAjGN _ { 1� _ VARIES• 100 FL�GB 1q N 89'30' 50" W 130.27' 11 i0 9 8 FP. 3621 �. `\ _ •,� \ FP. 361.5 FP. J61.8 FP. 362. D TRACT 6209 (PHASE 3) PARCEL 2 OF SEE SEPARATE GRADING PLAN PARCEL MAP WAIVER N0. 26 -93 GRADING PLAN R/W 20' 10' 40' 5' 2 lOqAl 207. * r U7 _2.Oq MAX. EXIST. GROUND ROUGH GRADING LINE IS 0.20' BELOW FLOWLIP SECTION A 1 TYPICAL ROUGH GRADING SCALE: NONE R/W 10' � 5' 2 \ 2.Oq 0.20' *2% MAX. CROSS SLOPE ON SIDEWALK. 7 6 s FP. 362.2 FP. 362., FP• 362.6 NOTE: THIS GRADING PLAN IS FOR PARCEL 2 OF PARCEL MAP WAIVER NO. 26 -93. A SUBSEQUENT PARCEL MAP WAIVER WILL BE PROCESSED TO SUBDIVIDE EXISTING PARCEL INTO EIGHT (8) RESIDENTIAL LOTS. 20' EXISTING GROUND q MIN• 10% MAX 0VEREXCA VA TION REFER TO SOILS REPORT. DIG T Call: TOLL FREE 1 -800- 227 -2600 AT LEAST TYMO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CUT PADS PAD COMPACTION LIMI TS FINISHED PAD EXISTING BUILDER'S FENCE --I EXISTING PAD ELEVA TION PAD 1 ELEVA TION F SECTION 1 SCALE: 1" = 10' (HORIZONTAL) 1" = 5' (VERTICAL) TYPICAL FOR ADJACENT LOTS WITH AN ELEVATION DIFFERENCE OF 0.3 FT. OR GREATER. Z W r m cn z 0 L > w o- 0 o o 0 fn N \ 0 `r' 0 L o Z m (n } m m o W Y �P tV b� � a > v U6 <I a 0 97 FG 00 _r \_ - Z b Q 359.78 FG �, a n 3�3 a N 3614 - - -- - - t� z J.7 NZ V FUTURE - J _ 361.6 �� LOT 8 CP > Q Q 16 ova FU RE Z 361.5 1. 361.4 �, 1 5 55 = <W o LOT 7 C, m 0 ° < FP 361.0 a n fP. 361.5 Q 6�0� FNi a C FP. 361.1 Q 3815 LLI � �6�' , �6 1 361 50 66 L i , w U' { 1� _ VARIES• 100 FL�GB 1q N 89'30' 50" W 130.27' 11 i0 9 8 FP. 3621 �. `\ _ •,� \ FP. 361.5 FP. J61.8 FP. 362. D TRACT 6209 (PHASE 3) PARCEL 2 OF SEE SEPARATE GRADING PLAN PARCEL MAP WAIVER N0. 26 -93 GRADING PLAN R/W 20' 10' 40' 5' 2 lOqAl 207. * r U7 _2.Oq MAX. EXIST. GROUND ROUGH GRADING LINE IS 0.20' BELOW FLOWLIP SECTION A 1 TYPICAL ROUGH GRADING SCALE: NONE R/W 10' � 5' 2 \ 2.Oq 0.20' *2% MAX. CROSS SLOPE ON SIDEWALK. 7 6 s FP. 362.2 FP. 362., FP• 362.6 NOTE: THIS GRADING PLAN IS FOR PARCEL 2 OF PARCEL MAP WAIVER NO. 26 -93. A SUBSEQUENT PARCEL MAP WAIVER WILL BE PROCESSED TO SUBDIVIDE EXISTING PARCEL INTO EIGHT (8) RESIDENTIAL LOTS. 20' EXISTING GROUND q MIN• 10% MAX 0VEREXCA VA TION REFER TO SOILS REPORT. DIG T Call: TOLL FREE 1 -800- 227 -2600 AT LEAST TYMO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CUT PADS PAD COMPACTION LIMI TS FINISHED PAD EXISTING BUILDER'S FENCE --I EXISTING PAD ELEVA TION PAD 1 ELEVA TION F SECTION 1 SCALE: 1" = 10' (HORIZONTAL) 1" = 5' (VERTICAL) TYPICAL FOR ADJACENT LOTS WITH AN ELEVATION DIFFERENCE OF 0.3 FT. OR GREATER. Z W r m cn z 0 L > w o- 0 o o 0 fn N \ 0 `r' 0 L o Z m (n } m m o W Y �P tV b� � a > v U6 <I a 0 WDID 740. 5F15C371716 G.P. NO. 14-40000100 w r IM CITY RECORDS NO.: i r IL 0 Z Q J 0. C'7 m NZ V O Z a J Ix Lu .. > Q / 1't V Z 3 55 = <W 0 _ m 0 � V Q Q LLI � IL O 1 0) N Q o Lu �J a� o o V♦ � Q .. WDID 740. 5F15C371716 G.P. NO. 14-40000100 w r IM CITY RECORDS NO.: i r IL 0