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HomeMy WebLinkAbout1.7-7261 Ph 1 - 4GRADING NOTES 1. ALL GRADING SHALL CONFORM {NTH APPENDIX J - CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THEREOF AND PRELIMINARY SOILS REPORT BY KRAZAN & ASSOCIATES INC.; KA PROJECT NO. 022-15031 DATED MARCH 7, 2016. 2 THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WIN THE PLANS, SOILS REPORT, SPECIRCARONS AND CODE WTHIN THEIR PURVIEW. 3 CIVIL ENGINEER, GEOTECHNICAL ENGNEER, AND BUILDING OFFICIAL WLL BE NOOFIED FORTY EIGHT (48) HOURS PRIOR TO PLACING ANY FILL MATERIAL. 4. 5 THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WTH UNDERGROUND FACYLITES PRIOR TO BEGINNING CONS7RUC770N AND VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES, INCLUDING TELEPHONE, ELECTRIC WATER, SEWER OIL AND GAS LINES THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON THE PLANOI2 FOR INFORMATON OBTAINED FROM QUTsvD£ SOURCES (USA 1-600-227-2600) 6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO + OR - aIQ FOOT. !F AN AREA SHOULD BE FOUND TO BE MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND ACCEPTANCE OF GRADING THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OMER. 7. THE GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERATIONS TO PREVENT THE OCCURRENCE OF A DUST NUISANCE AND SHALL PR07ECT GLASS AND OTHER OBJECTS WHICH ARE TO REMAIN. 8 EXCAVATION -EXCAVATION SHALL CONSIST OF ALL EXCAVATION INVOLVED IN GRADING THE PROJECT AS SHOWN ON THE PLANS EXCEPT ANY EXCAVA TION SEPARATELY DESIGNATED AND PAID FOR AS A SEPARATE 1704. 9. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DATED JULY 1999, INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE WITH THE NOTES HEREON. IN CASE OF CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY NOTES HEREON, THE N07ES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU OF SUCH CONFLICTING PORTIONS SAID SPECIFICATIONS SHALL APPLY BUT NOT BE UM17ED TO THE FOLLOWNG. A) ALL CONCRETE SHALL BE CLASS B" AS IN ACCORDANCE WITH SECTON 90 AND SHALL HAVE AT LEAST 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS B) ASPHALTIC CONCRETE SHALL BE TYPE B MEDIUM GRADED, 1/2" MAXIMUM AGGREGATE AND INTIMATELY MIXED WTH 5-7X ASPHALT. 10. IN THE EVENT CONSTRUCTION STAKING BASED ON MCNTOSH & ASSOCIATES' PLANS DRAWINGS OR OTHER DOCUMENTS IS PERFORMED BY ANOTHER FIRM, McWTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS DRAIMNGS OR OTHER DOCUME7NT& 11. MCIN70SH & ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES 70, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED, IN WRITING BY McNii & ASSOCIATES 12. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THERE OF AND TO THE RECOMMENDATIONS CONTAINED IN, AND MADE A PART HEREOF, THE PRELIMINARY SOILS REPORT (NOTE 1), AND ALL ADDENDUMS THERETO IN CASE OF A CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS THE MORE STRINGENT REQUIREMENTS WELL TAKE PRECEDENCE. 13 UPON COMPLETION OF GRADING AND BEFORE THE START OF CONS7R000N, A FINAL SOILS REPORT SHALL BE PREPARED BY THE SGL ENGINEER. fA THE SOIL ENGINEER SHALL REVIEW ALL EXCAVATIONS PRIOR TO BACKFILLING AND SHALL BE NOTIFIED OF ANY I7EW ENCOUNTERED DURING THE GRADING OPERA TONS THAT MIGHT AFFECT FOUNDATION STABILITY SO RECOMMENDATIONS CAN BE MADE BY THE SOIL ENGINEER. 15. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2:1. 16. ALL SLOPES GREATER THAN THREE (3) FEET IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED 70 PREVENT EROSION, IMPORTED FILL MATERIAL: REFER TO SPECIFIC EARTHWORK RECOMM£NDATON FOR IMPORTED FELL MATERIALS REQUIREMENTS ON SHEET 2 HEREIN. 17. CLEARING AND GRUBBING REFER TO SPECIFIC EARTHWORK RECOMMENDATION FOR CLEARING AND GRUBBING REQUIREMENTS ON SHEET 2 HEREIN. 1& AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS): REFER 70 SPECIFIC EARTHWORK RECOMMEADATON FOR AREAS TO RECEIVE FILL REQUIREMENTS ON SHEET 2 HEREIN. 19. FELL MATERIAL REFER TO SPECIFIC EARTHWORK RECOMMENDATON FOR FILL MATERIALS LAYERING AND REQUIREMENTS ON SHEET 2 HEREIN. 20. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (902) PERCENT MAXIMUM DENSITY AS DETERMINED BY APPROVAL METHOD PER APPENDIX J OF THE CURRENT CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS AND REPORT FROM SOILS ENGINEER. 21. ENGINEERED FILL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED THICKNESS BROUGHT TO NEAR THE OPTIMUM MOISTURE CONTENT OR 70 A MOISTURE CONTENT COMMENSURATE WITH EFFECTIVE COMPACTION AND SOIL STABILITY, AND COMPACTED TO SOX OF THE MAXIMUM DENSITY PER AS7M D1557-78, UNLESS SPECIFIED 07HERWSE. COMPACTON SHALL BE CERTIFIED BY TESTS AND REPORT FROM THE SOILS ENGINEER. 22. FACES OF ALL OUT AND FILL SLOPES SHALL BE PLANTED WIN A GROUND COVER INDIGENOUS TO THE AREA AND MAINTAINED AGAINST EROSION. 23 EARTHWORK QUANTITIES ARE BASED ON THE FREE FLOATNG CONCRETE SLAB IN GRADE PER THE SOILS REPORT (NOTE 1). QUAN7771ES FOR EARTHWORK CUT - CU. YD. 97,295 FILL - CU YD. 71,924 SHRINKAGE FACTOR OF 25X WAS USED QUANTTES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. IN CASE OF EXCESS QU SHORTAGE THE CONTRACTOR SHALL CONTACT THE ENGINEER SO THAT ADJ US7MENTS MAY BE MADE. THE CONTRACTOR SHALL NOT USE THESE QUANTITIES TO BASE HIS EMD ON. 24. BUILDING PAD PREPARATION - REFER SPECIFIC RECOMMENDATION ON SHEET 10 HEREIN. 25 PAVEMENT PREPARATION - REFER SPECIFIC RECOMMENDATION ON SHEET 10 HEREIN. 25. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTERTRENCHES OR EXCAVATION FIVE (5) FEET OR DEEPER. 27. SUFFICIENT ACCESS 70 THE EXISTING AND ABANDONED WELLS SHALL BE MAINTAINED IN ORDER FOR THE DIVISION OF GAS OILS AND GEOTHERMAL RESOURCES (DIVISION) TO INVESTIGATE THE CONDITION OF THE WELL HEADS AND CHECK FOR LEAKAGE. 1F ANY REABANDONME74TS ARE REQUIRED, THE DIVISION SHALL FURNISH THE NECESSARY SPECIFICATIONS TO THE PROPERTY OWNER. 2B. AT THE INITIAL CONS7RUCTON MEETING PRIOR TO GRADING ACTIVITIES, ALL CONSTRUCTION WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF VALLEY FEVER. GRADING NOTES CONTINUED 29. THE CONTRACTOR SHALL COMPLY WTH THE GUIDE FOR ASSESSING AND MITIGATING AIR QUALITY IMPACTS (GAMAOI), JANUARY 10, 2002 REVISION, GUIDANCE DOCUMENT WHICH LISTS THE FOLLOWING MEASURES AS APPROVED AND RECOMMENDED FOR CONSTRUCTION ACTIVITIES 10HIN THE SAN JOAQUIN VALLEY AS FOLLOWS.• A. MAINTAIN ALL CONS7RUC770N EQUIPMENT AS RECOMMENDED BY MANUFACTURER MANUALS B. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS OF TME. C USE ELECTRIC EQUIPMENT FOR CONSTRUCTION WHENEVER POSSIBLE IN LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT D. CURTAIL USE OF HIGH -EMITTING CONSTRUCTION EQUIPMENT DURING PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT CONCENIRATONS SUCH AS SPARE -THE -AIR" DAYS AS DECLARED BY THE SJVAPCD. E. ENCOURAGE CONSTRUCTION EMPLOYEES TO CARPOOL OR USE SHUTTLE 70 RETAIL ESTABLISHMENTS AT LUNCH. 30. PRIOR TO S17E GRADING, SUBDIVIDER SHALL HAW A PRECONSTRUCTO N SURVEY CONDUCTED TO SEARCH FOR NAIVE 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 70 GRADING LAND CONTAINING DENS 31. PRIOR TO THE APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SUBJECT TO THE MIGRATORY BIRD TREATY ACT. INCLUDING THE SWANSON HAW DURING THE RAPTOR NESTING SEASON (FEBRUARY THROUGH SEPTEMBER). 1F CONSTRUCTION IS TO OCCUR DURING RAPTOR IVES77NG123REEDING SEASON (FEBRUARY THROUGH SEPTEMBER) NO CONSTRUCTION ACTIVITY SHALL TAKE PLACE WTHIN 500 FEET OF A ACTIVE NEST. TREES TO BE REMOVED THAT CONTAIN NES75 SHALL BE REMOVED ONLY DURING NON -BREEDING SEASON (OCTOBER THROUGH JANUARY) 32. THE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PROTECTED SPECIES WHICH ARE NOT ADDRESSED IN THE MBHCP, INCLUDING THOSE PROTECTED UNDER THE FEDERAL MIGRATORY BIRD TREATY ACT, SHOULD BE AVOIDED AND EVALUATED BY A QUALIFIED BIOLOGIST PRIOR 70 CONS7RUCRON. THE FISH & WILDLIFE SERVICE (USFWS) AND CALIFORNIA DEPARTMENT OF FISH & DAME (COFG) SHOULD BE NORFIED OF PREVIOUSLY UNREPORTED PROTECTED SPECIES ANY UNANTICIPATED TAKE OF PR07ECIED WLOLIFE SHALL BE REPORTED IMMEDIATELY TO THE Cl AND USFWS 33 IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED DURING EXCAVATION AND GRADING ACTIVITIES ON -577F, THE - CONTRACTOR SHALL S70P ALL WORK AND THE DEVELOPER SHALL RETAIN A QUALIFIED ARCHEOLOGIST TO EVALUATE THE SIGNIFICANCE OF THE FINDING AND APPROPRIATE COURSE OF ACTON SALVAGE OPERATION REQUIREMENTS IN APPENDIX K OF THE CALIFORNIA ENVIRONMENTAL QUALITY ACT GUIDELINES SHALL BE FOLLOWED AND THE TREATMENT OF DISCOVERED NAIVE AMERICAN REMAINS SHALL COMPLY WITH STATE CODES REGULATIONS OF THE AMERICAN HERITAGE COMMISSION. 34. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY TME ON ANY PORTON OF THE PROJECT WORK SHALL HALT AND THE CORONER BE NOTIFIED IMMEDIA7ELY (SECTION 705a5 OF THE HEALTH AND SAFETY CODE). IN THE ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A QUALIFIED ARCHAEOLOGIST AND THE LOCAL NATIVE AMERICAN COMMUNITY SHALL ALSO BE NOTIFIED. J5, THE CONTRACTOR SHALL COMPLY WITH SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) REGULATION V1I1, DUST CONTROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING GRADING AND C0NS7RUC77OIN PHASES THE MIRGATCN MEASURES TO BE TAKEN ARE AS FOLLOWS: A. WATER EXPOSED SURFACES (SGL) THREE-TMES/DAY. B. WATER ALL HAUL ROADS AT A MINIMUM OF THREE TIMES PER DAY. C. REDUCE SPEED ON UNPAVED ROADS TO LESS THAN 15 MILES PER HOUR D. STAWL12E ALL DISTURBED AREAS, INCLUDING STORAGE PILES WHICH E. F. G. LIMIT AND REMOVE THE ACCUMULATION OF MUD ANO/GR DIRT FROM ADJACENT PUBLIC ROADWAYS AT THE END OF EACH WORKDAY (USE OF DRY ROTARY BRUSHES IS PROHIBITED EXCEPT WHEN PRECEDED OR ACCOMPANIED BY SUFFICIENT ttETTNG TO LIMIT VISIBLE DUST EMISSIONS AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN). H. STABILIZE THE SURFACE OF S70RAGE PILES FOLLOW9NG THE ADDITION OR REMOVAL OF MATERIALS USING WATER. I. REMOVE 7RAO(OUT WHEN IT EXTENDS 50 OR MORE FEET FROM THE SITE AT THE END OF EACH WORKDAY. J. CEASE GRADING ACTYITIES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). K. ASPHALT -CONCRETE PAYING SHALL COMPLY WITH THE SJVAPCD RULE 4641 AND RESTRICT USE OF OF CUTBACK, SLOW -CURE AND EMULSIFIED ASPHALT PA MNG MATERIALS 36. GRADING WORK WELL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX J OF THE CALIFORNIA BUILDING CODE. 37. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE EUMINATION SYSTEM (NPDES), A NOTICE OF INTENT (NOI) TO COMPLY WTH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WIN CONSTRUCTON ACTIVITY (SAIRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWO AND ORDER 2012 -0006 -DRO) MUST BE FILLED WITH STATE WATER RESOURCES CON7ROL BOARD IN SACRAMENTO BEFORE 774E BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WTH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS WASTE DISCHARGE IDENTIFICATON (VIVID) NUMBER 51`15082145 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. J8. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXIS77NO ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEERS ES77MATE FOR THE WORK PERFORMED WTHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROWDED PRIOR TO ISSUANCE OF A PERMIT. 39. ALL ONSITE UNPAVED ROADS AND OFFSITE UNPAVED ACCESS ROADS SHALL BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WATER OR CHEMICAL STABIUZER/SUPPRESANT. 40. PAD IS GRADED FLAT AT ROUGH GRADING FINISHED GRADES WLL INCORPORATE A 1X SWALE THAT WILL DIRECT DRAINAGE AWAY FROM THE S7RUCTURE AND TO THE STREET. SEE TYPICAL LOT SWALE GRADING ON SHEET 1. 41. WASH OFF CONSTRUCTION AND HAUL TRUCKS TO MINIMIZE THE REMOVAL OF MUD AND GRT FROM THE PROJECT Sm. 42. DUST CONTROL CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE &7£, CONTRACTOR IS REQUIRED TO COMPLY WTH THE PROVISIONS OF SAID PLAN. 43. STORM WATER POLLU77ON PREVENTION CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTON PLAN (SWPPP) FOR THIS PROECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SNE AT ALL TIMES FOR THE DURATION OF CONTRACTORS OCCUPANCY OF THE SITE C0N7RACT2R IS REQUIRED 70 COMPLY WTH THE PROVISIONS OF SAID PLAN. 44. PALEONTOLOGICAL MONITORING SHALL TAKE PLACE DURING CONSTRUCTION EXCAVATION ACTIVITIES THAT RESULT IN EXCAVATIONS OF SIX FEET BELOW GROUND SURFACE OR GREATER 107HIN THE PROJECT SITE. FOLLOWING ARE THE SPECIFIC MEASURES A) ASSIGN A PALEONTOLOGICAL MONITOR TRAINED AND EQUIPPED TO ALLOW THE RAPID REMOVAL OF FOSSILS WTH MINIMAL CONSTRUCTON DELAY, TO THE 97E FULL -TME DURING THE INTERVAL OF EARTH -DISTURBING ACTIVITIES B) SHOULD FOSSILS BE FOUND WITHIN AN AREA BEING CLEARED OR GRADED, DIVERT EAR774-DI57URBING ACRWRES ELSEWHERE UNTIL THE MONITOR HAS COMPLETED SALVAGE IF CONS7RUCTON PERSONNEL MAKE 7HE DISCOVERY, THE GRADING CONTRACTOR SHOULD IMMEDIATELY DIVERT CONS7RUCTON AND NOTIFY THE MONITOR OF THE FIND. GRADING NOTES CONTINUED C) PREPARE IDENTIFY, AND CURATE ALL RECOVERED FOSSILS FOR DOCUMENTATION IN THE SUMMARY REPORT AND TRANSFER TO AN APPROPRIATE DEPOSITORY. D) SUBMIT A SUMMARY REPORT TO THE CITY OF BAKERSFIELD. TRANSFER COLLECTED SPECIMENS WITH A COPY OF REPORT TO THE REPOSITORY. PALEONTOLOGICAL MM70MNG DURING CONS7RUCTON ACTVITES THAT INVOLVE EXCAVAAON ACT 14TES OF SIX FEET BELOW GROUND SURFACE OR GREATER DIV THE PROJECT SNE WOULD REDUCE THE POTENTIAL IMPACTS ON PALEONTOLOGICAL RESOURCES TO LESS THAN SIGNIFICANT. 45. MAXIMUM SLOPE RATIO FROM THE BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4: 1. EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2X AL7ERNA71VELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 46. ALL WORK WILL STOP IMMEDIATELY IF ANY UNKNOWEN ODOROUS OR DISCOLORED SOIL OR OTHER POSSIBLE HAZARDOUS MATERIALS ARISE DURING ANY PART OF THE TESTNG GRADING OR CONS7RUCTON ON THE PROJECT SITE. 47. THE HANDLING AND STORAGE OF HAZARDOUS AND ACUTELY HAZARDOUS MATERIALS SHALL BE RESTRICTED TO LESS THAN THRESHOLD PLANNING QUANTITIES WTHIN 1,000 FEET OF SENSITIVE RECEPTORS WHICH INCLUDE RESDENTAL AREAS, SCHOOLS DAYCARE CENTERS, HOSPITAL, CONVALESCENT HOMES AND 07HER LARGE IMMOBILE POPULATIONS SENSITIVE RECEPTORS SHALL NOT BE APPROVED W7HIN ZONES OF CANCER RISK IDENTIFIED BY A HEALTH RISK ASSESSMENT OF GREATER THAN 10 IN 1,000,000. 46 CONSTRUCTION ACTIVITES ASSOCIATED WIN DEVELOPMENT OF THE PROJECT SITE WOULD BE REQUIRED TO BE IN CONFORMANCE W17H SECTION 9.22.050 OF THE CITY OF BAKERSFIELD MUNICIPAL CODE WHICH UU173 CCNS7RUCTON TO THE HOURS OF 6 A.M. TO 9 P.M. ON WEEKDAYS AND BETWEEN 8 A.M. AND 9 P.M. ON WEEKENDS WHERE CONSTRUCRON OCCURS LESS THAN 1,000 FEET FROM RESIDENCES 49. EQUIPMENT SHALL BE EQUIPPED WITH MUFFLERS AND MAINTAINED IN ACCORDANCE WTH 771E EQUIPMENTS' FACTORY SPECIFICATIONS DURING CONS7RUCTON ACTVITES THE CONSTRUCTION EQUIPMENT MUFFLER .AND MAINTENANCE RECORDS SHALL BE ONS17E 50. PHASES 1 THROUGH 4 ARE OWNED BY THE SAME OWNER AND ARE TO BE GRADED SIMULTANEOUSLY. 18 0 17� 16 14 9913 1"8NL & # DRAINAGE EASEMENT FOR 217174003 4. ®®® 5. PA CHECO wg to zd z1 zz PROPERTY UNE TO TOP OF CURB D, C 30 MCCUTC 29 EN ROADx 288 27 26 25 0 �, �� 32 W PROJECT 88 SI TES KIN a FW[r OLD RI V B Z R 6 0 to 119 i 4 r ® . a C 2 R7 a UR QE rlfl� = 80 IO 10 K 11 PROPOSED LANDSCAPE ELEV. 72 IuuL 0 17 EJ[1]6--_-- --� tl a W ZC'3 VICINITY MAP NO SCALE PROJECT AREA: 32.69 ACRES TOTAL NO. OF LOTS = 126 HCP AREA: 33.41 ACRES INCLUDING GOSFORD ROAD AND THE DRAINAGE SUMP. EXCLUDING THE EXISTING PAVED AREAS ALONG NOTE: NO ADDITIONAL AREA WILL GOSFORD ROAD. BE DISTURBED FOR GRADING OPERATIONS OR STAGING I SHEET SHEET KEY MAP SCALE: 1" = 200' OWNER & SUBDIVIDER: PANAMA LANE PROPERTIES, LLC 11001 RIVER RUN BLVD, SUITE 102 BAKERSFIELD, CA 93311 CONTACT: TOM DEE (661) 845-5771 GEOTECHNICAL ENGINEER: KRAZAN & ASSOCIATES, INC. 2205 COY AVENUE BAKERSFIELD, CA 93307 CONTACT PERSON - DAVID R. JAROSZ (661) 837-9200 PRELIMINARY SOILS REPORT: FILE NO. 022-15031 DATED: MARCH 7, 2015 KRAZAN & ASSOCIATES, INC. 2205 COY AVENUE BAKERSFIELD, CA 93307 CONTACT PERSON - DAVID R. JAROSZ (661) 837-9200 CIVIL ENGINEER: MCINTOSH & ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA 93309 CONTACT PERSON - ROGER MCINTOSH (661) 834-4814 -1=0L�`P,T_1.7N TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERUNE INTERSECTION OF REUANCE DRIVE AND FIREBAUGH STREET. ELEVATION = 356.735' (U.S.G.S. DATUM) PER TRACT NO. 5845 PHASES A -D, MON. ELEV. MAP BASIS OF BEARINGS: THE BEARING OF N 88'57'35' E SHOWN FOR THE NORTH UNE OF THE NORTHWEST QUARTER OF SECTION 28, T. 30 S., R. 27 E. ON K.C.S. FILED MAP NO. 7-1 BOOK 6, PAGE 26 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. 2 3 RECEIVED MKIEFSCITY OF BAKERSFIELDID81111111,1TIVENT KERN COUNTY CALIFORNIA GRADING PLAN VESTING TENT. TRACT 7261 PHASES 1 TO 4 ASSESSORS PARCEL NUMBER: 539-010-19 8 20 GRADING PERMIT # 17-40000048 WDID # 5F15C382145 PROPERTY LINE I 1 1 1% ,% 1 12 N r PROPOSED /I HOUSE CURB & GUTTER - I TYPICAL LOT SWALE GRADING NO SCALE -"$ ■ .12 I I I I z z o O a< 10-1 W OI Izd 01z1 na 10 z I x x �I00 M 1� wI P P Iw z I aK 9 Ix dl d ci IM I I 011a} I NI PROPERTY LINE NI CURB & GUTTER TYPICAL LOT ROUGH GRADING NO SCALE NOTE: 1. ALL CONSTRUCTION ACTIVITY, INCLUDING STAGING, SHALL BE WITHIN THE LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL OBTAIN A COPY OF THE BIOLOGICAL CLEARANCE SURVEY FOR THIS PROJECT. CONTRACTOR SHALL BE SOLELY LIABLE AND RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS OF THE BIOLOGICAL CLEARANCE SURVEY. NO STAGING, GRADING, OR OTHER DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS SHOWN ON THIS PLAN. 2. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 3. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-612-2444). 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049 - 5. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. INDEX OF SHEETS SHEET TITLE 1. COVER SHEET TEMPORARY ENTIRE SITE FLOWAGE PER DOC. & # DRAINAGE EASEMENT FOR 217174003 4. SECTIONS & DETAILS 5. SUMP DETAIL OWNER & SUBDIVIDER: PANAMA LANE PROPERTIES, LLC 11001 RIVER RUN BLVD, SUITE 102 BAKERSFIELD, CA 93311 CONTACT: TOM DEE (661) 845-5771 GEOTECHNICAL ENGINEER: KRAZAN & ASSOCIATES, INC. 2205 COY AVENUE BAKERSFIELD, CA 93307 CONTACT PERSON - DAVID R. JAROSZ (661) 837-9200 PRELIMINARY SOILS REPORT: FILE NO. 022-15031 DATED: MARCH 7, 2015 KRAZAN & ASSOCIATES, INC. 2205 COY AVENUE BAKERSFIELD, CA 93307 CONTACT PERSON - DAVID R. JAROSZ (661) 837-9200 CIVIL ENGINEER: MCINTOSH & ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA 93309 CONTACT PERSON - ROGER MCINTOSH (661) 834-4814 -1=0L�`P,T_1.7N TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERUNE INTERSECTION OF REUANCE DRIVE AND FIREBAUGH STREET. ELEVATION = 356.735' (U.S.G.S. DATUM) PER TRACT NO. 5845 PHASES A -D, MON. ELEV. MAP BASIS OF BEARINGS: THE BEARING OF N 88'57'35' E SHOWN FOR THE NORTH UNE OF THE NORTHWEST QUARTER OF SECTION 28, T. 30 S., R. 27 E. ON K.C.S. FILED MAP NO. 7-1 BOOK 6, PAGE 26 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. 2 3 RECEIVED MKIEFSCITY OF BAKERSFIELDID81111111,1TIVENT KERN COUNTY CALIFORNIA GRADING PLAN VESTING TENT. TRACT 7261 PHASES 1 TO 4 ASSESSORS PARCEL NUMBER: 539-010-19 8 20 GRADING PERMIT # 17-40000048 WDID # 5F15C382145 PROPERTY LINE I 1 1 1% ,% 1 12 N r PROPOSED /I HOUSE CURB & GUTTER - I TYPICAL LOT SWALE GRADING NO SCALE -"$ ■ .12 I I I I z z o O a< 10-1 W OI Izd 01z1 na 10 z I x x �I00 M 1� wI P P Iw z I aK 9 Ix dl d ci IM I I 011a} I NI PROPERTY LINE NI CURB & GUTTER TYPICAL LOT ROUGH GRADING NO SCALE NOTE: 1. ALL CONSTRUCTION ACTIVITY, INCLUDING STAGING, SHALL BE WITHIN THE LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL OBTAIN A COPY OF THE BIOLOGICAL CLEARANCE SURVEY FOR THIS PROJECT. CONTRACTOR SHALL BE SOLELY LIABLE AND RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS OF THE BIOLOGICAL CLEARANCE SURVEY. NO STAGING, GRADING, OR OTHER DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS SHOWN ON THIS PLAN. 2. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 3. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-612-2444). 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049 - 5. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. GRADING PLAN 3. GRADING PLAN (CONT.) 4. SECTIONS & DETAILS 5. SUMP DETAIL 6. SOILS REPORT SHEET 7. EROSION CONTROL PLAN LEGAL DESCRIPTION: BEING A MERGER AND RE -SUBDIVISION OF PARCELS 8 AND 9 OF PARCEL MAP WAIVER NO. 06-1654, RECORDED NOVEMBER 10, 2006 AS DOCUMENT NO. 0206279216 AND SEPTEMBER 28, 2007 AS DOCUMENT NO. 0207198982, .OFFICIAL RECORDS, BEING A MERGER AND RE -SUBDIVISION OF THE NORTH HALF OF SECTION 28, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. '> FT-Tk � EP EDGE OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE DE OVER -EXCAVATION FL FIAWUNE FF FWIBI FLOOR CL CENTERUNE FC FINN CONCRETE ELEV. ELEVATION FP FINISH PAD EX. EXISTING E.P. EDGE OF PAVEMENT PL PROPERTY UNE TO TOP OF CURB R/W PoGHT-OF-WAY TP TOP OF PAVEMENT D.W.S. DESIGN WATER SURFACE OR GRADE BREAK TYPE 'A' CATCH BASIN WITH 3.5' WIDE 6 " EXISTING GROUND CONTOUR OPENING UNLESS OTHERWISE NOTED FP, 3679 PROPOSED PAD ECFV.. aZW EX STORM BRAIN PROPOSED CUTER FIDWUNE REV. W EX. TOP OF CURB ELEV. to W r ® . PHASE BOUNDARY ILa EX. GUTTER FLOWLINE M. = LIMITS OU GRADING OUTSIDE P PROPOSED LANDSCAPE ELEV. 5.00% DIRECTION AND PERCENT OF SLOPE Z FOR DRAINAGE The GRADING PLAN as shown on this drawing is hereby approved, subject to any indicated corrections or additions. Approval by the Public Works Department and Building Department Indicates approval only as to design criteria used and conformance to City Standards, Codes and Ordinances. -Engineer for the subdivider or developer shall be responsible for accuracy of calculations for this plan and shall submit a ceNtied "as-graded"plan after completion of the grading. APPROVED BY: 51iw✓)L, D A LEGEND (CON'T) � CURB AND GUTTER J M � EX. CURB AND GUTTER m J - - - - CENTERUNE OF STREET PROPERTY UNE / RIGHT-OF-WAY � ---------- - - - - PAD COMPACTION LIMITS XX'B o STORM DRAIN ® TYPE 'A' CATCH BASIN WITH 3.5' WIDE 3 OPENING UNLESS OTHERWISE NOTED ac aZW EX STORM BRAIN 0 W TRACT BOUNDARY to W r ® . PHASE BOUNDARY ILa 40..•••••..•••••••«•«•«««••«• = LIMITS OU GRADING OUTSIDE P OF THE TRACT BOUNDARY SECTION DESIGNATION: SECTOR LEVER �----- J 2 SHEET WHERE SECTION 6 SHOWN SHEET Know what's below. Call before you 1.7-7261 Ph 1 - 4 CITY RECORDS NO: 5 m � J M � m J O - � 0 r K a 0 7 1 W _ 3 ac aZW 0 W W W J W IL ILa = O P N Of Z (D S tl )) 1,61 O � J J O - � r W _ w ac aZW W 2 J W IL ILa = O P Vi Z W a a W ZC'3 O ao 6 p U Y J Z V` � F Q � O b a a bZ � h $ o '\ ,f\ W W r G) A LL 0 4ti-1172Lo4 pk,..( 'I�FJL 70 OIL--\ 'x404 rl 4O, -35516 55.00 I 35494 x35.'}.10 355.79 / 5:05 *355.?i ,J, 3 354.93 24.88 .,15.'5 355.:;4 •;65.47 ,,9444 1 43.,5..5 T , r2 .1ti5 t2 t 21 - 1 =.5F,,., :<355,1: x355.06 7.9c 5 3., .. �. � .14 • { x3,5.<. *254.9: -,^ , .....G x3 v.01 x355.70 523 m It I `,I 1• _ ......._.�FUTURE n *35:}.04 }, �,�,I �•=355.0.8'T xi.S!s.72 JJ5.72. r =355.14 ., j"�`•;7'�'x35ti.56 =35541 ,,43:.46 �N `• ' ,� i .. r J U7UP COMMERCIAL 'V55.9,9 .35504 / ,f35,v?i `354.3;1 ::55496 x FUTURE S,U 1 FAMILY�.i..<7 AUTIIORRED GRADING 1 2 9 a 355.08 RESIDENTIAL DEVELOPIMEN7 sem: r _ DAYLIGHT UNE 354,7 = � a ..s 3 ,.46 x355.50 '7 54.;2 AGREEMENT AREA .DEVELOPMENT Y' / *354.8/ ..1,--i5.' x �L. ■� c� 1 o - {,., c; TOE OF SLOPE x355.1 /, 4'1 35Q.II9 o C 3^5.42 - z =354 `si )14.'97 5 "''.`3 DAYUGHT UNE x355.07 x:355.}2 x355.21 L (' II 1! A3 54.54 39 TOE ,5t._ 4 �. „ _ - _ .,- SLOPE -1_ �.. 3y AUTHORIZED GRADING y^ I z 11 xfT 74 ;; 3> 8<`. x354.n7 `3v7'y/,f' i x35ti:32'� Wx3 OIL, x355.09 ,5.27 355.29 AGREEMENT AREA x3'5.46 x355.4£ z :. ,444,_1 xz� .35 - =c __... _ _ _ _.._v °_ _ __ 35C34 R 8'% 0 i r'~�' -- - -.-..}5447 -__=55.453___.�.'Sc4 FJ x3a;:.9c 35�f ?s qr.0 d`35 7< ^ Q h o .00 ' I i a G ■ ■���■ ■� ������r.�■� •■■�■ �■���� �..:-_ x'5503_ _ 8 Y x3 ti s YS+ 3R PROPOSED B'BLOC( ` 'Tis •(, •���� ����� ����• r��>.■ ■� ��■��� - ��u ��� ■ ��7_ 0 ■ I I .I IIY- - WAIL LSEE_WAIl- _ _ _ _ _ _ F .� '?., ,� v,x ;g S ! ■ �� \.a ,. w n t-' .� .8 x az-->i x35::.46 1�---� ---� --- f h---- 3 ( 0 R "i1 / - - A CONSTRUCTION PLANS) c o i ,^� .�, �'.,.., `�" - ■� .' 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I I _ x x :35.79 f - ----1 -- n - ---- ---- - -- --I - ------ *.r5a --__ __ �o r1F 6 f ----I 6 f �� 1 I f 1 IG.. �TI Q 1L- ----1 ------I--- -I---- i�CT:Sbt'I YO I G 2 G f6 IGFGG . I ' DAYUGHJ UNE i W�€ 7 f 5" G 53553 I F I5 r fG 6 G 0 G OE OF COPE :355.3(, .,x.5.4: 1 �s•1 I �- �3 - -- 5 .eaa I...- 3 3 F G -.:4 i i 1�5.'=` � ,. , - • �,.r Ati1 - 354.42 '" .L � 13r�6. (35. }51---- w`o S`.i6 a{; ■Ili Pi I i z920A_ (;. -•-�:-;.3.`:i-- x_.`.>+�:,i'I ,.y4.''8 x354.0' 354.'ci 354. x 6 _ --- ------I---- --I- -� - i -,}.7s ---,_ >.a s � 79 x5 90 3see -- -- t, I IT!I i - - -- I - - - - mm, !. ip FP 357.0 - i I i 1 I I I r I -- �- --- e 9 1 F ppgg 4 1 1 I I I 1 1 { W caLaunoNs A' I I I :r4 9 OS z is t 1 W Ile (1 r� ci ... 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Q�111 2: I I `�: lob 1 1 \ �----+--- r - -N--- I- - -- --- -- -- o 1 � I �y�� x ,4.28 m - 2 x3- 354.2} x354.7 x354.27 x3^4.32 x354.37 x15 .43 x35446 <-.,..,� 4`-i 4 x35426 I x554.21 1 x3:462 x$6.53 x., .>Y .,9461 54 f35'..;3 *354.15 x3n-..ET t �__�/ x,54 -..i m �� V �1�1133P69� m; 3 Y 30 29 28 27 26 25 24 r, 5 I30' I I I I I 1 1 ■ I AUTHORIZED GRADING `�`' mo 1�, lu FP 356.4 1 w I I 1 1 1 1 23 1 22 1 21 20 19 18 I 17 I 16 I w 0 1355.82 N Ill Ep LL1 1 FP 355.9 FP 355.8 FP 355.6 FP 355.5 FP 355.3 1 FP 3551 I 1,°NrS 1I , 1 I 1 I AGREEMENT AREA Q ' 1 , I 1 ro 1 ( P 355.2 FP 355.3 FP 355.5 FP 355.6 FP 355.8 FP 356.0 1 `.y>da ( �1__I �' I: FP 356.1 I I I I I I I 1 1 FP 356.1356.3• i _ k x355 .,h .., °# 'P1 __-^�'3,.._�__ Q _ C _ k ,;6 c xt� 1 1 U' 1'. 1 c e- xe51 xeca I xz= _ _ _ _ I I I FP 8 54.3' x354.40 =ri _<t r<. ^4.2 5° .<: 3.,..2., 4.f6 xx<4,2E I x354.3 x3..4_.t .40 .,.,.A4 ...,4.47 1 J< 34 ..1».34 *%4SE 34457 x154,58 354.`; ^<63 35457 „ l I t- 41 --- 1 I' (n P I f C2 d »J I ��.1 1FG 1 fG FG fG - G -- 1 ----I 1 Q In 1 L ----x--1 - ----�- I _ I I I I ■ 4 - - _ _ _ _ _ n I I o 356' I-356. r5S9 ( �B--- ( 6f -{- 5---- FG Q.I � G 54-- -- --_--- ----- o ---f --„f hl -4'' ::. �.�.-,L.�,_� i 35 355 I 53 2f fG G 6 G -■ u. M A T C H L I N ,E R/WJ FP 356.2 1 _, 3 33 3 F f 13 fG I F6 f6 3 6 G FG 3� 77 0 r .' r ,11 3552, ryfG *3:}47.1 x_534.? x ->:3 4-2--- i4J---._3_4..3 - --4.2 - x354.2/ x:iti41P. ,.:, .a.5 ..,14.59 .^• 4t.. S' `p _ _..4---. _r r 3-5.%_ - i �-- 36 -354.47 -x=5'.40 =35450 x 3p.52 ,354.s x35439 354.64 x354.Cs3 < N ti 4fi / SE HE 3 -- -I- ----- I------ I 1 !- --- I--------� -- �Noll ;Il ---i-- -- ---- - ----- E S E T o II 41 I 42 I P^43 - 1 I 2 i 3 ( 4 (! �' I 5 I 6 I 7 i Q i o i 10 / 11 51 F I FP 3559 co zGn o __ __. o * 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES, CONTACT RYAN TIEDE (661) 391-5821 TO ARRANGE FOR FIELD MARKINGS OF SHELL'S FACILITIES. LEGEND ABRREMATIONS EP EDGE OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE OE OVER-EXCAVATIGN FL FLOWUNE FF FINISH FLOOR CL CENTERUNE FC FINISH CONCRETE ELEV. ELEVATION FP FINISH PAD EX EXISTING E.P. EDGE OF PAVEMENT PL PROPERTY UNE TC TOP OF CURB R/W RIGHT-OF-WAY TP TOP OF PAVEMENT D.W.S. DESIGN WATER SURFACE GB GRADE BREAK EXISTING IRRIGATION VALVE OR RISER EXISTING GROUND CONTOUR FP. 3,6f7.9 PROPOSED PAD ELEV. a659'� PROPOSED GUTTER FLOWNE ELEV, EXISTING WATER VALVE EX TOP OF CURB ELEV. x J4 EX GUTTER FLOWUNE ELEV. EXISTING WHARF HYDRANT PROPOSED LANDSCAPE ELEV. 5.00% DIRECTION AND PERCENT OF SLOPE r•;■17;7@ETNo LEGEND (CON'T) CURB AND GUTTER EX CURB AND GUTTER CENTERUNE OF STREET ---------- PROPERTY UNE / RIGHT-OF-WAY - - - - - - - - - - - PAD COMPACTION LIMITS -)WD o STORM DRAIN TYPE 'A' CATCH WITH H 3.5' VIDE OPENING UNLESS BASIN NOTED EX. STORM DRAIN ---------- TRACT BOUNDARY mm Game mm mm mm am PHASE BOUNDARY �............... ... ... ..- LIMITS OF GRADING OUTSIDE OF THE TRACT BOUNDARY SECTIONCO rC WAESIC Q`f, SECTION LETTER 94EET WHERE SECTION IS SHOWN 2 LEGEND WON'T) LEGEND (CON'T) FOUND MONUMENT AS DESCRIBED .., EXISTING. POWER POLE .. EXISTING DOWN GUY ,. EXISTING TELEPHONE POLE - ABANDONED r OUSTING CHEVRON PIPELINE MARKER ...... EXISTING TRAFFIC SIGN Y-- EXISTING STREET NAME SIGN - EXISTING IRRIGATION VALVE OR RISER 0 EXISTING IRRIGATION STANDPIPE •* EXISTING IRRIGATION VENT PIPE - Ld EXISTING WATER VALVE a, EXISTING WATER METER EXISTING WHARF HYDRANT AREA(MID) 0.056 AC EXISTING SEVER MANHOLE EXISTING GAS VALVE i EXISTING TELEPHONE PEDESTAL ,, EXISTING TELEPHONE MANHOLE LEGEND WON'T) TEMPORARY SUMP CALCULATIONS .. EXISTING PIPELINE MARKER TEMPORARY SUMP A r OUSTING CHEVRON PIPELINE MARKER TEMPORARY SUMP CALCULATIONS: VOLUME REQUIRED: 0.08 AF AREA 1.33 AC, C=0.4 8-----C:'. EXISTING STREET LIGHT (1.33)(0.4)(0.15) = 0.08 AF x 406.76 SURVEY ELEVATION VOLUME PROVIDED: 0.084 AF - AREA(MID) 0.056 AC ------- -_... EXISTING SEWER LINE - N.O.R.S.D. 0.056 X 1.5' = 0.084 AF EXISTING OL PIPEUNE - APPROXIMATE LOCATION - !'• -- --- EXISTING WATER UNE - CALIFORNIA WATER SERVICE CO. TEMPORARY SUMP B SCALE: 1 = 50' :- - - EXISTING TELEPHONE UNE - APPROXIMATE LOCATION TEMPORARY SUMP CALCULATIONS: " REQUIRED: 0.006 AF 50' 25' O' 50' 100' - ' -- EXISTING GAS UNE -SOUTHERN CALIFORNIA GAS CO.VOLUME AREA: 0.1039 AC, C=0.4 --- ---- ---- EXISTING O.H. ELECTRICAL UNE(S) (0.1039)(0.4)(0.15) = 0.006 AF -----:;---------- -EXISTING JOINT LINTY TRENCH VOLUME PROVIDED: 0.007 AF AREA(MID) 0.0103 AC EXISTING EDGE OF PAVEMENT 0.0103 X 1.5' = 0.007 AF EASTING CHAIN LINK FENCE EXISTING BARBED WRE FENCE i EXISTING WOW FENCE EXISTING GROUND CONTOUR .: /--FIDWUNE___, EXISNG CURB - Know what's below. �- UP AND GUTTER.. Call before you dig. .1 f _<.. .• V >3 '.<£7_' z�s.^� ;:x54.3' 1,4'3 F,:. c, 8 x.,. - a=zc a^ " 'q - .._=.837 I i . __. :ae>;1 30 I 29 _.,.,.�. 28 <. ....< .: ... I ...,_.� I �� x.4., �,».,< T4 63 i a.,� ...��,,.3 ..,..., .. SII I 3 I� � I I -- 1 FP 356.4 I 1 I, , 1 27 26 I 25 1 24 I I • "' i 01 I I 1 1 I l I 1 23 I 22 I 21 l 20 1 19 i 18 17 I 16 I =36 s.4 -1 FG I I FP 355.9 FP 355.8 FP 355.6 ^R--- I i m II :w i FP 356.1 i I - i IFP 355.5 IFP 355.3 i FP 355.1 i I o ; I Q i i FP 355.2 i FP 355.3 1 FP 355.5 III FP 355.6 I FP 355.8 I FP 356.0 1 FP 356.1 I FP 356.3 ■ ,Y4.r6 57, 77' .. .< »_ 4754. �. .3cq_ ,. .,S^ .r x s,. - .,5a ,.. . ,; 1 .zI a' - - - iv: „ .. t; ( ..,. ... Lu ,.i4 ., `a p .5 <s ._ _-F.� ,. 1 .., L.fl 1 - i ...... I .1.> 3a^ sA .3; ».04 1 ... ..oc _^».l" T...:,a ,'i .., _'., I Ssn._ _ ',tli ., ■ ------ _ �'. --2-- N i iF FG 356' J ,...a ---- 3f -- --------F� d - -1------I---- -■ ., 4.s,= M A T C,H L I NIS til . i'> I I � � G B w Fc -- --- cn �_a2 ( 356' 356. Iy55.6--- I. 5 5F8 3553 FG I of (n I 3562 fG I- 4 _--I_----_-1n ---_- ■ I 1 FP 356.2 t - , 135 1 3 .J #)� I ✓. Y -. .,_Q 355. y8 I 5 Bf DfG 1FG FG FG , _i. G R/W ^ t - 356' 356' 135 ��+' - f6 i I 3 6• E S H E t� w E T 2 '` <y,x vJ .=s ,4't" PROPOSED...6'BLOCK .._ w I .-----�--- -�- ,-r::.=: ._ --- ul su. .gyp. x -54,46 54 4' -, , 4c: _ v -4,52 9`"-.6A 13150', - WALL �,.-- -- ----- TEMPORARY SUMP- + M1 c' y; {sEE wnu Cr I 1 I i - - I s IT �; w 1-----=------------ ---6 ;III 31% � _CONSTRUCTION PLANS) (� 1 I I i I 1 BUILD WITIi PHASE 2 � I ( - - I- - - - - � - - ■ I ,< D w 1 REMOVE WITH PHASE 3 ae J CALCULATIONS 'A'I I i I - �\ 41 I 42 43 4 c� 1 1 I I( fp e} 1 , o I 1 FP 355.2 , FP 354 9 .1.,. FP 354 7 FP ..34.4 I 2 I 3 I I I a.� I_I `A I 6 I 7 I 8 g 10 v..u. 1 �,€,P.,354.2 .:d:.,: FP 353.,9,.. _,: 1 FP 33s13 I ,< s Lhl ,R:. a,.>FP 353.9 I I FP 354.7 h FP 3. 4.9 ■ L_ F;1ITURE MEDIAN > ;I 5 �! - o I. I ,._/}nye I 20'r 20 I ( I FP 354.1 I FP 354.2 I FP 354 4 I FP 354 6 .,. .,.:..'; ,,,, ?�I'yh5' i FP 355.5 I 45 4 Ib �t 5' -30' I 30' 5' 1 „ J .. AAS .1538 fC l D] d- �. q.��'p AUTHORIZED GRADING I I 'fie E� �r - - I F - I / I -._ - ---+------+_-----}-_-- AGREEMENT AREA , -{--- - -----�-.- .n ,�.,...«„ rl- � fM 'u'� r '' _ 3,^,. ooL �_ .,d.? :Iaz '(. ,4.:`-, -'.,.r,. `�/ _5'i ■ Q22Rms,l M ,a fes" L �, O _-.-L- _ - -_ 0.rL6%r'` \\ ■ ( ,r'ii O 0.33X �, _ _ �, �1 R 9, ;, N 0432% 1�\ I _ _ 0 32X `w i o M - - o - o '.� p 1y ,p,°` ,h 'oM `is e "t 353 1 12 .: Q ti I I I55' CAi�t Old ® TR It -A VEi� E 35 92- FI' -. _ x:74 F1' .ZSZ;xi. -_... ...:35236 FI' *; fl - , _ `�- -. _ _ - _ ? _ �� _ - _ P' -� _ 1 FP 355.0 ■ f': ;, ._'p5 •,. -_ -__ 17 :35TH 97fl' __.14.tT-= - - 9 '•ss '1'19 I 554,0 j ro �I '�,..> .��--_ _ _- _..,J._b....._ _. --- ^__ - - --- °' I- -. _ " 35p• .'Y` _.5286 os-fL' I :: - ' •_:. II i 3.1_TEMPORARY SUMP _. - - - -_A:r%<, T � � I .�1�' i 1 � { ,- -- __- -- __ 1 � BUaDWmIPHASEI--t-------r------ �----- ! s ,(I �I 0 j' REMOVE 'NTH PHASE 3 1 1 1 1 1 ---� N ----T--- z A / 1 � � I ... i <�.:, I , <:,.: - : _,. <, ,..;� '` �: - - N � EX. IRRIGATION UNE .,. )'1.''p `V"."I r'.,ri ',. v-'... -x') <.iA. 'i' xi.. [9 (A. .:.A. , .,i :: p, :, x,:, SLS ■ r .i.,. v,< .)J.. .1 ..) .._ I i.._. .. � „{.tij ..-R._5 J - S. � `=� I I i ,. I 45 443 i. ,: 22 [ I I __ I I I - - �.: w r. {ro BE REMovED) Q FPv 54.7 __� 21 20 1 19 1 18 1 17 5, , 30 I 230 , 5.16 I 1 ...Fr I. LL I .IJ P„ I FP 355.0 I FP 354 5 FP 354.2 FP -.354 0 FP 353.7 I FP 7 I 1 15 \ - FP 353.9 FP 354.1 I 1 3 ■ , ss i P 6 FP 354.9 FP 354.4 I � °.3 FP 354 ■ Jx I � rx ( I 1- I \ ' I to I 14 1L 1.- I 1l I A i I I 7 t i I 1 - 4 ..«... 1 t FP 354 7 I I I� 5.., I .. �_ ,-. ..o., 6 .,.,... _. „-„ .,, a.---�.,w:_--- - -- I c ,�, d' t} &I 1 _. ,.4, ..<.a'i .. �L.., „«-.t R/W I �R� I�5 -_ J Q L--_- "t I- x5'>:.,GO �. 1 I ,.:. RETENTION BASIN �SYnIP% I 5.0 1F0 F6 354.2 fG 135AO FG 3631 f6 �3g FG .. .135A1 ---- I 51. I 526 FG --I ---- ------------ pl I 135 moi. 6 ■ - .1, ,1 I I ------t - --F--- --- --------_P- cALcuunaNs"c" 6FG FG �1 G I e I `1 I _ , ' 4 1 354' 9F¢9 FG I " - .• ..; .-,.,. fit ,'.,'i•5 Tq. ;nn% ;';r: I ir,Eu I ,4i7% I n j"TEMPORARY SUMP -- ?� ,,� ' (� J 2 1 ..T I t I i d - BUILD WITH PHASE 3 ;1 n REMOVE WITH PHASE 41 1 54.1» a I I 1 � 4 -- - I i I , DAYLIGHT UNE �g 5 6 � oLLJ F- 19 - I 5 I FP 353.8 i FP 353.7 i FP 353.5 I FP 353.3 I 5 i FP `353.0 I 7 I V I I I ~ I I I 1 0 I 11 ( 12 ( 13 I 14 ■ o i 1 i i FP 353.2 1 FP 3529 ■ TOE OF SLOPE FP 3 .9 Lo I 1 I 52 1 FP 353.0 , f� Q 1 I 1 7 1 \�, i I FP 353.3 FP 353.5 FP 353.7 FP 353.8 1 FP I is+ -.0 `.^g .�G, 3.,.. 3. ,.;.,..,, ,..,.,:., i ib..:.o., I :.,_ ,.. ,._. ',' , .. ,..,. _,: s-,._.. .:».P,i :�.-35?,0' +� � a -h4 ;�- .:,. i. < _ TEMPORARY IURNLAfRG(II( _ ave ,. .. P .. (/■��■//}/, _ .._- ._ .. _., ■ 1-,-1 f A -/ 35`.30'FG EASEMENT PER C.O.B. I� ` `+-A - 1 I {I ; ,,r ,a fi ■ 217115300 \ a -1-------4- I b. 'off � I e -�---.,.- - - -- - ---- --- ---- - �m 14* o : , .• ,: .. ,.,_y va,._:, _� o:,. .n r-' _ _ G `Yr• , G ,c +.P�. .: � ,,84 __ _ 0.24X {� - ,. g1 „9;i :r,�-- '": .r - ■ » "0.27% , IPROPOSED 6' BLOCK ary .� 0 1 �� ., z`. a .M 0.278 '` ■ '�' K �+ i n F FL �,- - - - _4 _ Li p o ( ( i" WALL (SEE WALL «� '2 0 351,150 •ursj ,� 146 P, BCR -�y - - - - - - - - - - - - - - ■ ,.>s 1 40 i 1t CONSTRUCTION PLANS) I `„ 35 51 Q- 35j33 3�g1 97 E 78 1 __F. hq" 35' LINDEN 35)5? 4�TREE35,.6 AVENUE35+66 -- - -- a ! Lry DAYIJGHt UNE AUTHORIZED GRADING �JI,I T::i • 22 -- AREA _ i AGREEMENT AREA - .-- ------•-' •S<.eS ,_.= ., ._ _ ,,..u'1 - ..414- ';'•T.' _ -_ _ __'1-'_ __ _ )-'� o�� da �lpl Z (J / 1 I 1 1 --�---------- ----- ------ ---- - - -�- --- - i °Gi" JJF v' r < x)5.3 _ x t� 28 I 1 I I I 27 I 26 I 25 I 24 I 23 I r �ce�1 ' i 1 ' 1 I i ■ 6 m i 1 , 22 y 21 9"`' ' - #I t I FP 353.9 I FP 353.8 I FP 353.4 I d a 19 ' ' 1 FP 353.6 1 FP 353.2 1 FP 353.1 1 I I i� 20 I 18 17 16 i 15 i FP 352.9 20' 20' FP 353.0 1 1 • .z .ot-a Ir 9' 20' -yDL I .. 5' 30' 30' I I FP353.1 1 FP 353.3 N , S d- `, u.3. -i sst o5; G2 n<p I FP 353.5 1 FP 354 0 I �- 30' 3G" 1 I 5' 1 1 I ` _.�.' 4 I ".' ` .35'..^. - 5'� A I FP 353 7 I FP 3538 2�o f 46 5' -OS �� �, �� * ti -- --1-------+ ------ 1 i 3 I 4 I z d EK Io�011 I r �d 1 1F 3Fc fG--� -- L-------------L------J Z Iy 1 I `n :3 - ■ w�ti 354 9F 5"1 f6 3535 FG AfG „23 O' W Ff+ c-- i--F� ----� �' - --1-------4-------4- :.----�U ------ ■ 4 rno �, > s ._. =;•fa 1' .. - ., .. ..:.,U,'....}5 7� 34 fG f8 FB G R o d '._ w..- __ r> W 35 5 2 F `fir I , , >, ,�..., -C' 35' 354. r3,TA.2 35A, F 3'<i �oatJ�1,f i ., .'ii4 t x .; i, : .,.,:.. .''-• N- - C -x5.,3. - - -- - -- - _ 1 3�:=» 53,H 793=>=,_- _ __ ___ ..._ _.__._ _-_-_..._ _._____ ■ m -v _...._. -._ TOE OF UNE AUTHORIZED GRADING - ,_..,?: 104E OF SLOPE. -- ,y , ..,.,.a DAYLIGHT UNE E OF S UNE , �. -.. -, ,� Z.3 >.io., .", AGREEMENT AREA TOE OF SLOPE 'x.,,b9 DAYLIGHT OF SLOPE " '.q 4 ...: _ 3wx ZI1 x E,+^� �• I ..S.,.y� JJ9..5 $ I, , v "It"Irl _ , -«.8t ., <. 3.,.... : ., ,.... , ,.-<.>s; .__ ■ t II fDHASE 5 '- _ w _ - I I * 48 HOURS PRIOR TO COMMENCEMENT TEMPORARY SUMP CALCULATIONS OF CONSTRUCTION ACTIVITIES, CONTACT RYAN TIEDE (661) 391-5821 TO TEMPORARY SUMP A ARRANGE FOR FIELD MARKINGS of LEGEND LEGEND WON'T) LEGEND (CON'T) LEGEND (CON'T) SHELL'S FACILITIES. TEMPORARY SUMPCALCULATIONS, ABBREVIATIONS CURB AND GUTTER FOUND MONUMENT AS DESCRIBED n#i IXISTNG PIPEUNE MARKER VOLUME REQUIRED: 0.49 AF EP EDGE OF PAVEMENT FS FINISH SURFACE _ AREA: 8.33 AC, C=0.4 -_- EX. CURB AND GUTTER <?- EXISTING POWER POLE ® EXISTING CHEVRON PIPELINE MARKER (8.33)(0.4)(0.15) = 0.49 AF TO TOP OF CONCRETE GE OVER -EXCAVATION ' FL FLOWLINE FF FINISH FLOOR - - - - CENTERUNE OF STREET ---- EXISTING DOWN GUY -----C7 EXISTING STREET LIGHT VOLUME PROVIDED: 0.50 AF CL CENTERUNE FC FINISH CONCRETE AREA(MID) 0.084 AC ELEV. ELEVATION FP FINISH PAD ------ PROPERTY UNE / RIGHT-OF-WAY ;} EXISTING TELEPHONE POLE - ABANDONED * 406.76 SURVEY ELEVATION 0.084 X 6.0' = 0.50 AF EX. EXISTING E.P. EDGE OF PAVEMENT - - - - - - - PAD COMPACTION UNITS EXISTING TRAFFIC SIGN - -- - s ---------- EXISTING SEWER UNE - tJ.O.R.S.D. PL PROPERTY UNE TO TOP OF CURB _)p('D o STORM DRAIN •--- EXISTING STREET NAME SIGN ------ ------ -- t------- EXISTING OIL PIPEUNE - APPROXIMATE LOCATION TEMPORARY SUMP S R/W RIGHT-OF-WAY 1P TOP OF PAVEMENT TEMPORARY SUMP CALCULATIONS' D.W.S. DESIGN WATER SURFACE GB GRADE BREAK TYPE "A" CATCH BASIN WITH 3.5' WIDE EXISTING IRRIGATION VALVE OR RISER -- +.- --- EXISTING WATER UNE - CALIFORNIA WATER SERVICE CO. VOLUME REQUIRED: 0.074 AF --_.,- OPENING UNLESS OTHERWISE NOTED AREA is 0.37 AC, C1=0.4 SCALE: 1" = 50' EXISTING GROUND CONTOUR EX STORM DRAIN C EXISTING IRRIGATION STANDPIPE -- ---- --- EXISTING TELEPHONE UNE - APPROXIMATE LOCATION (0.37)(0.4)(0.15) = 0.022 AF -- - - -- -_--- AREA 2: 0.45 AC, C2=0.76 50' 25' 0' 50' 100' FP, 367.9 PROPOSED PAD ELEV. EXISTING IRRIGATION VENT PIPE - EX ST NG GAS UNE -SOUTHERN CAL FORMA GAS CO. - --- TRACT BOUNDARY .-' - (0.45)(0.78)(0.15) = 0.051 AF PROPOSED GUTTER FLOWUNE DEV' EXISTING WATER VALVE - - EXISTING O.H. ELECTRICAL UNE(S) TOTAL VOLUME REQUIRED: 0.022+0.051 = 0.073 AF - (, PHASE BOUNDARY EX. TOP OF CURB DEV uowwww•u••uww••••••. LIMITS OF GRADING OUTSIDE ul EXISTING WATER METER ----- .,---------- EXISTING JOINT UTILITY TRENCH VOLUME PROVIDED: 0.075 AF AREA(MID) 0.05 AC OF THE TRACT BOUNDARY d _. _ - EXISTING EDGE OF PAVEMENT 0.05 X 1.5' = 0.075 AF IX. GUTTER ROWiJNE EIEV. - EXISTING WHARF HYDRANT ---_ -. -..... _Q 70y 4�SECTOR DESIGNATION, EXISTING SEWER MANHOLE -" - EXISTING CHAIN UNK FENCE " PROPOSED LANDSCAPE ELEV SECTOR uTTEY --� -- TEMPORARY SUMP C 5.00% DIRECTION AND PERCENT OF SLOPE- A EXISTING GAS VALVE --o-:% EXISTING BARBED VIRE FENCE FOR DRAINAGE ----- - TEMPORARY SUMP CALCULATIONS: -1 EXISTING TELEPHONE PEDESTAL -, ,--- -EXISTING WOOD FENCE VOLUME REQUIRED: 0.08 AF SHEET WHERE SECTION IS SHOWN =3Y EXISTING TELEPHONE MANHOLE 1 L(. _-. "EXISTING GROUND CONTOUR AREA: 1.34 AC, C=0.4 �--OWi1NE (1.34)(0.4)(0.15) = 0.08 AF FL �--FUP LEXISTING CURB AND GUTTER VOLUME. PROVIDED: 0.084 AF Know whars below. AREA(MID) 0.056 AC Cal) before you dig. 0.056 X 1.5' = 0.084 AF aZ N u© z w U �z all e% t PAD LUNMO 3ET 5 1 10 20' 20' I I � 2 FlNISHEO PAD 20X 20X 1.87 21X I 1.5X-289 PROPOSED 5' CONBINARON SIDEWALK i` ROUGH GRADE UNE a PROPOSED CURB & GUTTER A SECTION 4 BIDE TO SIDE CA 1R10'OUGH GRADING 4 15' 10' 20' I 0' I I 2K� I 2 iX 20X 1.6X�2.OX 1.7%-2.9X PROPOSED 4.5' COMBINATION SIDEWALK i` ROUGH GRADE UNE du PROPOSED CURB &GUTTER ^ LOT ¢ FRONT TO FR—NT CA LOT ROUGH GRADING SCALE 1'-10' 13 FINISHED PAD F SECTION 4 SIDE OF LOTS ROUGH GRADING WHEN DIFFERENCE IS >03 SCALE I*.IW z K.Tgatai 1 I SND FINISHED PAD i 21 MAX S.GPE J SECTION 4 SDE OF LOT TO TRACT BOUNOARY ROUGH GRADING SCALE 1'=10' 10 20 ' 20' 10' S' 1 PAD UNITS I BACK I I 5' 2' 1 2•I. PHASE i � I FUTURE GOSFOCU ROAD m _ I� I. I 1 2' 2' FINISHED PAD tm _ r=.,. tz 2.0z tsX-21z i 2.0X -2.2X 2.oz 1 _ W WU kt�l #4 PROPOSED 4.5' COMSNA7ION SIDEWALK ROUGH GRADE UNEAX 1 I� AX FINISHED SURFACE PROPOSED WRB 8 GUTTER SECTION DAYLIGHT DUSTING G GRR 4 FRONT TO SIDE LOT ROUGHGRADING DUSTINGOUND SCALE 1'-10' M SECTION 4 GOSFORD ROAD - ROUGH GRADING SCALE 1* -10' EXISTING PAN s D SECTION 4 GOSFRD ROAD STA 23+85.84 RM STA. 28+15.14 SCALE 1'-10' EIOSTING PAVEMENT ROUGH GRADE UNE—% PROPOSED CURB & WTTERJ E SECTION 4 ROAD STA 29+1.1 TOD STA 30+25.70 SCALE 1'-10' WALL GOB. STD. S-3 PROPOSED 6' COMBINATION SIDEWALK PER CO.B. SID. S-3 I SECTION k_4�1 BACK OF LOTS ROUGH GRADING WHEN GFFEREN� IS > 0.3' SCALE 1 m10' FUTURE COMMERGALA WND ju I I FINISHED PAD 21 MAX SLOPE K SECTION 4 BACK OF LOT TO TRASCAT0 Os1NDARY ROUGH GRADING t PHASE 4i PHASE 5 m dl DOSING gl GROUND FINISHED PAD — — _� FUTURE PAD 21 MAX SLOPE H SEC11ON 4 BACK OF LOT TO PHASE BOUNDARY ROUGH GRADING SCALE 1*=10' I PHASE 4 I PHASE 5 1 FUTURE GOWW ROAD FOOSHED SURFACE °'''W.TI EASTING .., 64 GROUND I _ A4 GHT TO DOSTING GROUND L SECTION 4 GOSFORD ROAD - ROUGH GRADING .SCALE 1* -IW s.� Know whafs below. Call before you dig. / UNE TABLE UNE I DISTANCE U IN 4524'26' W 0 Ln I N 00'50'36' E 11.26' LS I N 885936' W 1287' —� �} 21.21' ____ I N 45'48'11' E 20.60- L6 N 4411'49' W 21.29' g� .75 v Sa_ ____. CANYON TRAk A VENUE 354.3 FG 0, i " N89'00'50"W 217.30' "a s o � 0 PROPOSED 6' BLOCK — k WALL (SEE WALL CONSTRUCTION PLANS) I C) I I. I l O I XI oI ' O i i I I I I i I h' I I I I I I I, I I I I II ; III I i i I i I , I I 11 k I I'>>' I I I I I N 0 m 0 � h D —_ n gk,. --- - -- --------iN -- t--- ----- �1 __- N89'00'50"W .184.60' 7j5�9�, 10'x10' D50 RIPRAP AT 18" DEPTH— RETENTION BASIN (SUMP) VOLUME REQ'D: 6.14 AC. FT. VOLUME PROVIDED: 6.15 AC. FT. D.W.S.: 348.5 BOTTOM ELEV.: 338.5 c'v^ od n) 10'x10' D50 RIPRAP AT 18" LFG N88'59'36"W 126.28' ���N88'59'36"28.68' x' I N41E: SUMP IS TO BE CONSTRUCTED PER COB STANDARDS D11, D12, AND D13. DESIGN WAIEISURFACE w b r 0 0 Z L— L3 — 52 I 3 X18.88 I 1 p 16'0y 03' � I 7' y I ------ `8 104.24 L=60.63' DRAIN-- 3120, L=33°19'39" c j 6 A= f F/; - (: D O Z_—_---_—_---_ i 2.0% y^ 3 1 R=25.00' L=3.80', DAYLIGHT LINE T=1.90' A=8'42'27" TOE OF SLOPE -" ° -_ D -- D -- D— LINDEN TREE A VENUE SUMP DETAIL SCALE 1"-20' 1' =L;IIVN $ SUMP DETAIL - ROUGH GRADING SCALE 1*=10' SCALE: 1" = 20' 20 10 O 20 40 ROUI Q SECTION $ SUMP DETAIL ALE'�R O GH GRADING 4 R SEG IIUN $ SUMP DETTAAIL 1 ROUGH GRADING ALE GGRADING- TO GROUND S SECTION $ SUMP DETAIL - ROUGH GRADING SCALE 1'=10' a e s j `Cs: Know what's below. Call before you dig. �z UNE TABLE UNE I BEARING DISTANCE U IN 4524'26' W 20.0w L2 I N 00'50'36' E 11.26' LS I N 885936' W 1287' L4 N 44'00'13' W 21.21' LS I N 45'48'11' E 20.60- L6 N 4411'49' W 21.29' D —_ n gk,. --- - -- --------iN -- t--- ----- �1 __- N89'00'50"W .184.60' 7j5�9�, 10'x10' D50 RIPRAP AT 18" DEPTH— RETENTION BASIN (SUMP) VOLUME REQ'D: 6.14 AC. FT. VOLUME PROVIDED: 6.15 AC. FT. D.W.S.: 348.5 BOTTOM ELEV.: 338.5 c'v^ od n) 10'x10' D50 RIPRAP AT 18" LFG N88'59'36"W 126.28' ���N88'59'36"28.68' x' I N41E: SUMP IS TO BE CONSTRUCTED PER COB STANDARDS D11, D12, AND D13. DESIGN WAIEISURFACE w b r 0 0 Z L— L3 — 52 I 3 X18.88 I 1 p 16'0y 03' � I 7' y I ------ `8 104.24 L=60.63' DRAIN-- 3120, L=33°19'39" c j 6 A= f F/; - (: D O Z_—_---_—_---_ i 2.0% y^ 3 1 R=25.00' L=3.80', DAYLIGHT LINE T=1.90' A=8'42'27" TOE OF SLOPE -" ° -_ D -- D -- D— LINDEN TREE A VENUE SUMP DETAIL SCALE 1"-20' 1' =L;IIVN $ SUMP DETAIL - ROUGH GRADING SCALE 1*=10' SCALE: 1" = 20' 20 10 O 20 40 ROUI Q SECTION $ SUMP DETAIL ALE'�R O GH GRADING 4 R SEG IIUN $ SUMP DETTAAIL 1 ROUGH GRADING ALE GGRADING- TO GROUND S SECTION $ SUMP DETAIL - ROUGH GRADING SCALE 1'=10' a e s j `Cs: Know what's below. Call before you dig. �z ta—, T5631 Knotershididall �A, NO. sm-ler'! 4UKrazan& ASSOCIATES, INC, various 4 Vionvo, it GEIIT�C:Ht,�rr� I RrlvbT`r1NG � �INVOFARPNMNTAL toorbMillidip',rcl "-iv�T ritticlTatt if *Mtfto ranged do 83 to -l23 pa� dinger, 0 aacly V mai vl4thir preposed paveandit =4 apen, it I& reentmadn" goldwipal swomas MA t wast, Owned an i nomfiva,jas pwqdo5 Caoididjaned sees ichn 3 up core an lined for Igngedmall ibxp�ws, Atworrugod will, and if,�Iapllglwl 'likely Let W drmoj� ion innivoI thenotiquesdAtaboade, to urblobOf T-- ro, irrightdoo linet;, itaidiptimei, and Wool: Inn'dos' Potiam Seri 40biestrun lorshe a 2 JObr lead "b a "Award, A "PmgOMtiva geakfiguit" ped"m ang"' of "A 1 , A Amnaborip; such lie militia mid lent fewer larec olods, As- ecrmwuy� red viallighermli in, in Minimum, of, 84 Antl andiot, or plains wrecomrengoorizied dering construction SoRedi bo "Anly U'dorsed Andede indent It 2016 xg� grocidlive. 01150,1 odonsped. The manding wenbigon, strold be bildimfied with &&6Md Pill, component to a Bldrice1to, adds will be soaable for welas rat frovkhal and, astildn"nod and: sturbod T unburned att" od V arms" 4 blind Rztet Dis at" "'W" owns' distran. I* nod"r =it aidn"Ans"', related by delphinium sceliviftsor should be , renewed Burger Meacrossawri -c walegat dealt bil'blepre W god, in AToldur thica 50 v ple,mst ifided stilgloak, level demild be identical to fortur thed l4war resistaran Asairlhow, hici to Veriarombilip. Ibis oremadinfer efliabrArand raidiflubp dab entitled calls and nick and Plint atew exeneding dolot gry dAnzatiss agaighbigner 97 utiffS per, linnureepootbre soil sampluccasoldhae owed Fill. gft' lom Do so;) pill material Ornate be undisturbed soil, Onto backfilliet yvith Engill deptel boom, debris shor Idablosso T�me'Properag, LLC appnoxisiginly il parcull, �lndw42 W r0d4ittablin Outlandish 60 fate Finding shrould bo Mirmsel to An Slide 10 it the emtwilar, or serrifor be actively neutral, Cent 1z Or incental briatent irpia,! dedicates, Theeo soils find 5dlindhZ stmRW shOldgid Oplaregirelt 'A num no�or by, the gets hispersit ask, tgeaghrn�r 93 a I I orturvaloof depah of so� hear 3 Till liedirn jamposea firdent elevation upsiorwAls thmadlended to thkAergetenjon riefirk4abur "9$, 'no site was u0spided, hant man pm'j' follereorn If net utilised thrige ram, development Water iwils emend be wait awch as adhorr; i'lliathin Jorge oil water wells thas play extend ectoffm Aris Bull, encountered, pFrwdWgdw to the logs of girningst in Apirwashe do annular lawala0b, Ade colice bunkid hemerateg should be rinvieVed in alreatilariler Vair for For impladic or turned stmanxions during tow"ibeto should be propenly removed and/or lots adecond ba InelfrAll RE; Gomeekahad tramper joessup ad res of tile yon Is Eugaunor yh_ ordered A, men - f and beakfildisd wife The poriMpir dageddliangludend to ulp �Aadjbd ground Tood Pipill ifuldicarea Fiji. nompanned to a minimum, opo inecand of pandinguor density Perrin on ASTM Test pbriano.ortil Fill. A jUttrailaid PAW &A -As liouni fogallild D1557, fruagauel notes, closed by dearoution acfi'�duc emead be renewed andior it is recommended delkening and pri I at to InfJOhilentemen the upper 2 Inct of active "Nlle& hat us Middle mccustwond, Water, evils smdat4� arod; for thefirdstarew of -Rrf)qmtvMw swings =it soil witphi promised "Iding AwsA4h0 elon"taind, worked vat" mong"A" and than then hadle shods' forri I medical 19 A uporom QPi permlyk of dinkild, balAd On T*4 lividness, kwde6,y prevent in 0 newities-Y, had MCC Sandy gal chcomedi m for site. These werralmiliew 56' -ASI 4 TOO, NAWIMMID1 551 Prior is beatified, it Is,eacerimmerideld IDA for followed sillotphic do Derr bar, low; Ida findings, wind dM, being pointockin, upon hanch wall splam instating back tromth redecticas melp be� required *ibis 4bernambly ld ginteas of wilareval wod two"swins shoo Wage M Afma- -oloolotion Or the riew V lip" 0 The" fion of suchbemos mermaid these" of this Ounce, of andi Withogn and fints from urge eltints. as me oborl wet re" 1 De i ishear suppoists, Idc MAY he dirdituod pressida: 0 <iAr M, AA If �arp lorts, low duletione, or if We may he af Awflaim Andresen, sawase Ali rion picador, to brintical at, cilizincips, Manpower ofe) banned m mandulten dervery eased we ASTM Tnur Warad 61,557, 'Mis lawarbs, Interne 0 2 —an 2,000 troffer kathi Fleraw spirild lava a for wase Air trughpatiold ka, proalplat 60Y am diat"Agod of 0 sam and oludy ends will bit suitable myre All (66 S57-9200, z dwroonnical ennewivu oidditho atur imbri"ii, A AM wernitimillowidiflorewit add proobledled . "flimak" wit$- niminse, a 5 tent beyond Sto�tOMI OICM=b, Wiling probated PAVM=t wrd "ve"he in Acroviente with, ;mu respond, we gave vocational a'Ginewaxecel Frigingerrag Investigation for the Progmad "Jigiladom, Allibinficto 14114 usly end alternate leardakno, as well ir�' wthad fiewor a r kroati, 4 dos fire(, offlaw fkjd feisludipfisipt Only vary from those at shoaddared during Attempting site prApandarm din Sait giVerd be RL'Abler' Ire Idailler's dening theseark rencts, it is recommended tile oxPeAlld lisaigrape, be engineered in c demdo of 12 burger, WO&W rlealrendulty udeepided, fielded be nor bacangn or moravid'and lighwentry investigations, along Oith crevices n, in %to F ithuld Arel, the liallowthe Is dispensers, cf our ewhro1wMl, contherions, and W beend w Our firsibirs Alto InswidCal oselindt, it is 1101 unfirporhad " gronorididurr WW rise Wilptil not The uppim WiIo during wet winter months, bidifigi Vaint Miller dige'Ve INC weverintivo of to M 'a the soil f rr were Of sanciural influence or ings, ate anamundon of (Waidargim; one pavesuem; Rol the cable minsamm parfinewid darties riddisireconev may apercurror verb 1961' Howninew if wrd,'�,Ork in For oldwider ordeverpe, Manda of amy go Ire bion ne its, Webb und, mather, repeated 0 grado a seats, buddidg, finereationi proper life Ved TOO her On here road— Ad-shim— �"- t111 become satonallai "Palmoi- m nor torimuld sa "hendfolition techniques. Tylikod reffledisk wasisamed Wrodginve of pleoveant of aregrolsom town Island i infardaring the ormagetwo P as Direkly. -todell W riteinitag Fuluan, but irlithe lonsp surfiset Ands Wol cdiehill doemole: dinooluir End aterating the soil theing div, Wonder, meadn- pro OlU wind dron' Milegardiii te -rt 601 ta Inlay the wAiiant ranged wit consigning, with for "i annsive hic am, with an able I o idiould lie perm"Redh At Wved oil nencrud; Or miang its soil With RGENO'261) 85 rhournmebods, eternerrad he abordscraft to Tho athe project, Ot Primary dephomilear ut, per retwonedgWid hianivel ritiff r pod it prml� to i a 1 p I neutral i mv ��41 in," Mildice to 0 A mernAel,en re of nor g" ch,old be present du Al l site decides slid leading to vo Opper rogrozo �qwiwvh sale town its inecur of proposed w, cement proaftelf Own flonshodd b- congtiftil offinpaht, is of the di, ation is an Wages" Plot lop somko -a DRJ:b- 'neene soils ire inviolately inithqualle undin saturated conditions, wiplittim, sad plowuln Appropriate not lonithwerk werefouctrun. 7pis leeing bird obsort divilega vicinity few wip"feconald wradcome neolefluentwholl fin --foule, of car-Opioork �wmtmdiml iR dwParidelf lildoo quiondenon of the rudersda an't dowasesses, spite to oil on, thommianna The any Fqjva ally toraoiliol diol" dogs, motmear ommerrilgi slid stability wassarlidismand. beecoldmildilt toradebru annistirits we MoNUMIA" cd r u ragntrawass. forflum candiducadightim of this report we predicated upon the veranauilot that f0towillit swippile, rdicturearryflib, upper 2 tj its hocru in being Tas prosigna a theadeflarsdall neconadebabod feentral nor ormlieg should Winters removal of vellenniox, lonariffil u Ii a; t ,as el wal, noddrurD mermuneadaloorm wer bond iri flio section 204 tile Engineered al ,ded, of space $of Pliptin 4ming areas be worked until lulp"alm red two ftim, sunflowers, il loh; ruldelly "Filed bell yeanownwr4 deveracial forkis and floor% doess end nationhood mot swenint rubble, tJgV hirgening,, as pusiciery, And eArolopcohd Iv& Robigung Of 90 interval 4 wasibly, , tey& to a Min In Up i, it "th ag`Z to 4� trade, a, 0 r Fill womon- proonandior schusund clawyeat, 'Sko scappirld ciludif us hissalk off A5 semond 2 Tg4 Tou Method tyjy$7� In slbidem, it ja Pied t o subgrade to meal all ortintude in contest OP3, percent by volume are smWexii DWpor welining; MAY Im reeptlenti in parties "hesa itiateriab WRI not be wiftable for use as Brigueftrej Fit. Froof-rolied prior Wild plignerewit, Lester of Mosinnal &Ali wasim 1 6 should Wood a criniftshura Of 3 ouudumi 610renn- detach may be stockpiled win remard in jorderso. of ren-ormiland opens Wild Gapees sordrilltiNg Wo'gart, bright $use 91."lle &- sibersuipm, Too wie, (valwo V intent spoid ternang & Manassas Iflu, K11,4'.. At" 41kiefition ]do "Voin'"WavOws, With tdffoo� s1walfig lap Mi'verna United shior� With offiac, the Wneen United ataun Men Jn&1�'nln41]WW Y'k N. 4) 71 IV f x bit else, toil 7 instrat waste have a grealsky W COP in The lonjoetly of the liquor lashowbith, gangillp gards, sexidly silts, Add awaids- refs. Thetwev vaer'stutdoll A infArnentlifir, in' Xmrson Amptiagnes, ire r1muld he proverb her. the site selling tile wirdwork , Ontiveros 0 corcher That ground salwatifiltw cmulphonsow stmoomint wiffs ilia %Pl�,eokv 1691AVOR. Cifity orde loodAll phroold is of thaiurtaigIo Vidlicifisis 04 rovatrair Plate 6hould be vitiltinnewa to At z '11niz. "Vey h; M miftest'Mil mift Of mm Sertick as AcdgVdVbd Of "Inn'tok Is delodisheit the exterior soon shimpil Isr tonanot seaboard 11 C, he red Is not de 90 Present of Maximum j in order to acr huhipulden y f t I he pwt=e4 luaterials $�Wtioelo eralmom noplabourne vdift the wanimant ifignial io'WOMCM arm to at jould " immoru OF trundling- decuity home On be liti6imeenni Fate, in- those I& inomllithared intio theige0jolix damila rand Q�� odwourn, he eivalbrit, violent silt alamcdowbor wit printardeve of uslablad Soils during, tile �depU -rest yopew D15,V- Pipe lotaMirg should W It, anderdarso Willrdtal mawitedueer's hatnig 'is lite Prunume end, be derived Awtv watirr reiriorls, which "to from tire Asiongirls, Inc. wa, Incite Mopowspble for gradan Or bv&Fqp"'*q ibis is dwritdOW'ditlity turthe"Prume whin not The pmagame ouldr-Persidine aMs'k& the leelsoll regardless Of the moisture With in thbiboiiae� Tuhirro otory ming entreated throughi tire ctermsedue r to In Stan dangrache Tho, meriedure vapor Polusewhissi carivilost floor covering-, And produce maid and butposond -fill phanimenAmeold be prOnminmecke am-examilfaw, with a Plowniusyl on minka, Ig pro structure, Tortaftere nealostruirs Vallost grouseni it is valcirusen4vi that a Paper "'noorlor an loss than to slid a UBC 9-trigbodoa fewer hery the# I y, forportaid, Ida should be fdo, fault rocks ang ideradered rich scultembrit, 3% imosilecti, in little tioetrif the ofCont hi blench Implies rower rear 4 homes in All gramns4 FVt Wta�W slannal he Rudermhed for Approval to anagedfiq,of 5, ourta -whelow advaines, Allhoseell are polls prior larfalamery ur Ino'spe, apposeida, tied send ",ed tangerine, arei ngarodr your soo: was away"d using the tuent oxacrot vialefildiva awat, from *z winning; =4 should be owbrudinal throughout tile IiAr al, the sulusaardi therriwill -to suinclurnto hqum in this branch III addition to management to achieve at lovis etur peodea videditium density tabbot ond ASIM Test ingemed '01557, rruplxxtss� livir proposed grandieve; noey so ei elvalkw, fronection, ablotre decided an water should iodide Addition, adjacent to the structure, within givaleassont advardeddecia ill geryblifolf Soils lingeaberlidn Physt;vI thignses in the site., cithor duc wi excaimficill or Addifloold life Acrid not be Piece& if lhl� Prodding fft did red drodiewity or ibeirl widillembrand acres, soup, a,, asitinessual Till,, $idedul wit waymmile, Findings em be dielitood for the broad vidjewat to file stivenjue "Innabi ento he perfiermical. in piculdmim ventilation Of $a' abol'ielmoillid; fill now Want, wasisaidard. or possible, dicludis in mG x1le Ole led is to I I dre ig; M a in an a in s I I on V 4 legir -V I I le 6 a z i is It T wo At im Veral ladarn pen) is to reduce, the accumulation of Gunuri Annual be pointer -fail tento is a Practical Hog, to the waftifouse of par arimit widualu ioiti'al posetrathal glial" 0 gn,dattga and revinte. Aldroftsh the firm luott for oli,1 owbro is sOurriti neripain, d 13 to 2 b Allowable I'landi WAlq of pa hirtAk wt Considered a rovirtiodno firm for tile ustifouniss mf got roponr rlaining Folizarad backall-aind' opposed of dintlecting a rein illunn of k V 'ate ground turpore Should slopo, and Inevorhon: areas toward itinardardift deep find Loild-fts, 1,500 PST the top troy be deadens aging go equivalent pran notion prewwre :rf46 laccolds; per square fb&WW &oaten Le einkthernodand pulses W upper gizeloc drainage rewletm. hinficeinfinuld with Section 1904 a,' tell, 2013 icaffisma of Im d Budd* calknitu, recommended that the arrived saininctiadjaidelt do whited c Miluireang 2�000 pof of doleft Weill tha tire movable option deflourelin or wells dust are Uly enamored Against ififlanded" brunceress, er 0 proterfies, on in M anal been fully ocreadd by doo obSuda denudes wlatgakktn� 'Thia �bk' is of i petonot for a Mmenown digm-'llot of 10 not Away from, structures, Or to 0 appwcd aiwmat?- 21450 lef Inay to dle�dipwd for 40 equivalent fluid la -met loveriumof 60 Istrunds perilquardlow, par flat pothiling dr, Wrialluentior on Idnited dold'Aw, Avon the penivel moolody of lonims; diterionagineW and Jim roam of dritionge, onsionlyarmin sceight Idea for dielectric d linated Within, 10 red Of Isquoutivin scrob should got be used be, paislailft agehint vorlb, The Owspe, of lenedill n himpling eli vadd, 0 herverriong should lin loplad a mbdirma of I percent. lbuoNiouP surfaces, such, as protmeall end material should existed firms the imperial Of base retaining wall ounwend and emerald at a slapeofZI coodamen do act vary unpareartly from pOing disclosed dem& our field I qvieripation, If tiny I - dr, our iroude fles tuffiestra; dif V,riaholm or mrsposlochle condition Are onco,ni,end Our V (b,onvold to mrmed) or figner. The, spread legend card, pressures in, ass soils pedicure should be asinine, evistere flovionril, n1thim,11) Rav or Tedlifing fermegragle, pilin'law be *pod a Inunneur, of I cognamad-unign of 11 neg. twousupinj from would grace, ortoplairrior LLJ hydreadatic Worse prosames gagernied by triggering surface water thim may geawou'LerA belittled the noffied so dwarsupwinuental may be rawle. LLJ 'becoroarsocauventipmew, foundations, or rek-diedya, a- GD = TM ordelvetil mvegmt,ilr not expected to awnewd I inch, Diftorlifirl sell patinsamor should po less rid"int wells; or goods rauno��6 The tromirsimire of title Owner at. sweet we pre udiArearem providel mg"ag the proposed C CO) tunitot Finding and bardifilling operations eakerent to soy Wallis heavy tup'llitanterieltudd act 4 = ineideAvalmi then is,'dbrh� most Of la,ftristeed to upopokeepirg, Comarenion Ad tile redde lanlappokel, admOsd W opcomi wesen a lateral distarso-ol`5 gs"Our dor reall' at wit , big,,! braced andaring; squid to ceivennithet, it' me Proposed is seloncerld or naloserred, the trust usictilit in #us Oport IPV M piestrow, addabilurt podememalzroppat readmimat 'ns, metur if the Recreation soils non flonoted or Pit be valid, The Soils Brignins olorld be othreel of non strudges int fall pezointaotolmusis may Ir, 0 CC taildis ponchos trends be osparvated airm"na-Mil ur "led pseld— imlinwipli OSRA saturated, the wall height, Whichever is Vermin to avdid developing Is whimbe, 'glithk pas losan, militanod, red M 0 (holourationvil Solfirge Anpinistignedi) ressfarnpi by A? !it surb work Only bond O"Mord kilarlem, Pines, cor bir mod gL IL Tpe resbusuillebly gin par orley of mraft branches annigi be brame lep _ The otearactior, Tempo YXA Rlodetnex, it intend flooring Weebaremerit Out be tounputed itsmig so athinlimlo bdoutir. focroy of 0.335 Or, compart the makfill soils. W This report is a 6coteoinicai Isquonving -whir the purpose of insipalubstI the soil cc Wdeormor Priiazleaw to IOWA Wells delete be, rukMordibrybdie WOUttlI ago dift in, dswonamol $I& ended glowenArde bow of, the il;udding rwdvkdwv *it morings Wra r�,djjdaw Or twon, of Ton narderlf am slimmot did not include any pinvirianumidal z in fi belpars, _f win# Attalla A �ud �nt alw� Site Asavereell do in< Pmeorto 01 Abscond Of homedie's arrivor grepa mentern It' do' � "1 4 d co , giveld be awthres, Dinanimpe, Oman the limerion, end depth 0 ribireariedy be developed union we r4molaild pionere pressure of 325 VWXA- ph, Pet 01140 Te, in now new Opel intervention could I,& expersomod, kappruilly during or gimeds, following Val Ingo Of z _j plot dfirk whAmst the werisheall vardpat 'phc facreardi mid jurbilve Mistagenintme prior enispedo oil liabilities wind dip"Proure siss Per thresher ratio at like evolution 9 line intent or on my boring Ishmiterdor; boom, womend or allwadrilvog danst, or criptifftham idgwortel, .4 0 proripawhoz Put maybe stantivall beard A pullover it', the shcru, 04 the hunched ou"Plan. no denibrair Made nelica in awrardente with (he lbo-a lxf (Wifarda t imended to ideMy,, gIrgdonspirit judidpabso rodisitaho 2 CO iderve, Wordplay be tocil her ltholti durefibin, etaid, or lailislasc grain, Maintain Maidurl'Anct Designation 301, ginised'of Ida raids, Ire as balloon ino strictly for diervidive Purposes nod we Do polewlal filissurloav aildlw ends bits 9L a? o"uh off'. les'ace, 'he session 1gswWWAuw edth afflos: invoindlyn-doetem arstan sun", Knew Jr Alampladw lo� new, Arveradaror, too orn", �'nar,"witri "Mild oflac�-� ainvi,glim. Wortern unard garell Wnh offin,lSirr'let, 'h' roodanat co Know whars below. P 1 Call before YOU dig. .11.7-7261 h 1 4 CITY RECORES NO- L—AC 1. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE QUALIFIED SWPPP DEVELOPER (QSD) OR THE QUALIFIED SWPPP PRACTIIIGNER (GSP). 2. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE COMPLETION OF EACH WORKING DAY OR EROSION CONTROL BMP'S MUST BE IN PLACE. (EGI-EC13) 3. THE USE OF A GRAVEL BLANKET AT CONSTRUCTION ENTRANCES WITH PUBLIC ROADS IS REQUIRED AT ALL TIMES DURING CONSTRUCTION. (TC -1) 4. THE CONTRACTOR SHALL RESTRICT TRAFFIC AND POST 15 MPH SPEED LIMITS ON THE SITE TO REDUCE DUST. (WE -1) 5. THE CONTRACTOR SHALL WATER THE SITE AS NEEDED 1O ELIMINATE DUST. (MINIMUM OF 650 GALLONS/AC. AND ONCE DAILY, WE -1) 6. CONSTRUCTION EQUIPMENT SHALL BE PARKED, WHEN NOT IN USE AND FOR MAINTENANCE, IN DESIGNATED AREA (NS -8,10) . 7. SILT FENCING, STRAW BALES AND SANDBAGS WILL BE INSTALLED AS DIRECTED BY THE QSD/QSP, AS NEEDED. (SE-1,SE-5,SE-6,SE-8,SE-9) 8. EXCEPT AS OTHERWISE APPROVED BY THE QSD/QSP, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY OR ON WEEKENDS WHEN THE 48 -NOIR RAIN PROBABILITY FORECAST EXCEEDS 501 9. ALL LOOSE SOIL AND DEBRIS, WHICH MAY CREATE A POTENTIAL HAZARD TO OFFSITE PROPERTY, SHALL BE REMOVED.. FROM THE SITE AS DIRECTED BY THE OSP. 10. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE. WITHIN THE SITE IS AT THE DISCRETION OF THE QW. 11. EROSION CONTROL DEVICES WILL BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES AND PLANS OF THESE CHANGES SUBMITTED FOR APPROVAL AS REQUIRED. 12, ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM. 13. THIS PLAN HAS BEEN CREATED AS A BEGINNING CONCEPT ONLY. IF BMP'S SHOWN ARE DEEMED INEFFECTIVE OR UNNECESSARY, QSP IS TO REMOVE OR SELECT ALTERNATIVE BMP'S FROM CASQA'S HANDBOOK AND REDLINE THIS PLAN AS NEEDED. 14. WHILE NOT ALL THE LISTED BMP'S ARE NOT INCLUDED IN THE SPEC19C TEXT OF THE EROSION CONTROL PLAN, MANY OF THESE ITEMS ARE STILL NECESSARY TO ADDRESS SPECIFIC CONSTRUCTION PROCEDURES THE CONTRACTOR PLANS TO IMPLEMENT. THESE ITEMS SUCH AS REFUELING STATIONS, BATCH PLANTS, WASTE FACILITIES AND THE LIKE ARE NOT SPECIFICALLY SITED ON THE PLAN BUT STILL ARE REQUIRED TO BE ADDRESSED BY THE CONTRACTOR BASED ON THE CONTRACTORS PLANNED LOCATIONS. 15. ALL BMP'S MAY NOT BE LISTED ON THIS EROSION CONTROL PLAN. THE CONTRACTOR IS REFERRED TO BE FAMILIAR WITH THE SWPPP DOCUMENT FOR THIS SITE, AS IT MAY INCLUDE ADDITIONAL NECESSARY BMP'S. MOT CONTROL NOTES CONSTRUCTION OF THE PROJECT REQUIRES THE IMPLEMENTATION OF CONTROL MEASURES RECOMMENDED BY THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT THAT CAN REDUCE FUOTIVE DUST EMISSIONS ASSOCIATED WITH THIS PROJECT: A. ALL DISTURBED AREAS, INCLUDING STORAGE PILES WHICH ARE NOT BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES SHALL BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WATER, COVERED WITH A TARP OR OTHER SUITABLE COVER, OR VEGETATIVE GROUND COVER. B. ALL ONSITE UNPAVED ROADS AND OFFSITE UNPAVED ACCESS I ROADS SHALL BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WATER C. ALL LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION, LAND LEVELING, GRADING, CUT & FILL, AND DEMOLITION ACTIVITIES SHALL BE EFFECTIVELY CONTRO ID OF FUGITIVE DUST EMISSIONS UTILIZING APPLICATION OF WATER OR BY PRESOAKING. D. WHEN MATERIALS ARE TRANSPORTED OFFSITE, ALL MATERIAL SHALL BE COVERED, OR EFFECTIVELY WETTED TO LIMIT VISIBLE OUST EMISSIONS, AND AT LEAST SIX INCHES OF FREEBOARD SPACE FROM TOP OF THE CONTAINER SHALL BE MAINTAINED. E ALL OPERATIONS SHALL LIMIT OR EXPEDITIOUSLY REMOVE THE ACCUMULATION OF MUD OR TRACKOUT FROM ADJACENT PUBUC STREETS AT THE END OF EACH WORKDAY. (USING A PMIG-EFFICIENT METHOD, SE -7). F. FOLLOWING THE ADDITION OF MATERIALS TO, OR THE REMOVAL OF MATERIALS FROM, THE SURFACE OF OUTDOOR STORAGE PILES, SAID PILES SHALL BE EFFECTIVELY STABILIZED OF FUGITIVE DUST EMISSIONS UTILIZING SUFFICIENT WATER AND COVERING G. ASPHALT -CONCRETE PAVING SHALL COMPLY WITH BMP THAT PREVENT INFILTRATION OF PAVING MATERIALS AND RUNOFF INTO STORM DRAIN SYSTEMS (NS -3). H. CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). I. LIMIT CONSTRUCTION RELATED VEHICLE SPEEDS TO 15 MPH ON ALL UNPAVED AREAS AT THE CONSTRUCTION SITE. J. ALL DUST CONTROL MEASURES ARE NOT NECESSARILY LISTED HERE ON THIS PLAN, THE CONTRACTOR IS REFERRED TO THE DUST CONTROL PLAN FOR THIS PROJECT AND/OR SAN JOAQUIN VALLEY AIR POLLUTION j CONTROL DISTRICT RULES TO CHECK COMPLIANCE. € DIST06W AREAL AREA DISTURBED - 34.75 ACRES OWNER: PANAMA LANE PROPERTIES, LLC 11001 RIVER RUN BLVD, SUITE 102 BAKERSFIELD, CA 93311 TEL.: (661) 845-5771 CONTACT PERSON: TOM DEE QSD/QSP: BLAINE S. NEPTUNE, PE, QSD/P QSD CERT.: 20178 MCINTOSH & ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA 93309 TEL: (661) 834-4814 MCINTOSH AND ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA 93309 TEL.: (661) 834-4814 CONTACT PERSON: BLAINE S. NEPTUNE GENERAL CONTRACTOR: yo= 99 O 1]`2 16 '�\ 15 14 13 L18 18 L18 LL ®::::j PA CHECO D. 10 0 0 0 0 19 20 21 22D _ 2 A McCurc 29 OADI z] 0 zs P33 o�LD. IN FF 36 3 IROJECT TE PU KIN 0 6 RN R SPo 119 i 4 a �S�I 1 3 1 CE < 2 ER1 a URNO Oj�T�Lr r 2 11 p 12 LJL oIn � 1s — VICINITY MAP NO SCALE LATH & FLAGGING ON ALL SIDES DETAIL A GRAVEL APRON AT CONSTRUCTION ENTRANCE NOT TO SCALE °CONTRACTOR SHALL REFERENCE CASQA DETAIL TC -1 IN SITE SWPPP & DUST CONTROL PLAN FOR SPECIFIC REQUIREMENTS 01 O 0 0 10 0 0 0 0 A 0 A 0 cy 0 0 10 MIL— PLASTIC LINING PLAN MEW NOT TO SCALE NOTES 1. CONCRETE WASH MUST BE 10' BY 10' MINIMUM 2. CONCRETE WASHOUT SIGN MUST BE INSTALLED WITHIN 30 FEET OF THE CONCRETE WASHOUT.. 3. TO BE CONSTRUCTED BELOW GRADE. 4. A ROLL -OFF DUMPSTER WITH 10 MIL (MIN) PLASTIC LINING MAY BE USED UPON QSP APPROVAL. .9 9101601 R] Ll NEC*] Ll I UL91 MU FOR TRACT 7261 PHASE 1 THROUGH 4 WDID# 5F15C382145 10 1..11_ �-12� 13 ._14 �__ �j 9- I I I � 17.1 �$_ �-.19 _� _�Q���21. 1 22. \ � 23 124_ � 25_ LEc� _I-- M I _ MATERIAL LAY -DOWN AND STOCKPILE AREA & (SEE PARKING rn —__L�.__1�__,-L1�. WITH PROTECTIVE OK PANS UNDER EQUIPMENT. SEE DETAIL C&EDM-3) jQ.d. M o i ---------°--- BANDMER DR/17E v w — - — - GRATE INLET (SEE DETAIL D & CE -10) 2 I H __ _—_----`__-_ Q J _ _ __ _ _ 1 I IN S 1 • ,4. "� "1' 50' LONG GRAVEL PAD AT CONSTRUCTION ENTRANCE (SEE DETAIL A & TC -1) w �40 39 38 37 >I 1---� - --�-- c ! I 1 I 1 I 1 7 II 1 I 1 36 35 34 33 32 I 31 3, 30 29 28 GJ . 26 CONSTRUCT CONCRETE wA91Wr (PER DETAIL E & wM-a) s I I_ I f P/-f.4s 1 I ��ss ! m 4 rc �= I �(m I , I , Y � 1 2 3 4 5 6 7 8 9 10 — aRlzn Y/RUMa E PLATE 6 �� 1 �� o ;-5--, o' 15 ; 11 12 ;13 , 14 15 — �,EBGD�ARY 4/y�^ 1 I PHASE BOUNDARY 41 ii (I I =I L 6 E I(eJFlBERROLLS (SE-5)cz, ,= 4 BR/SIDE SPRING A IgVUE }}1 -- —_ - -- 6 - — - — - — - — - PROPOSED STOMA DRAIN LIPff bid j 1 _ FINISHED GROUND CONTOUR - —i _ E)tlSTING GROUND CONTO#2 I ;I 3 1 29 1,28 ; 27 ; 26 125 ; 24 �23 , 22 21 20 119 18 i 7 116 CONSTRUCTION NOTES: ,L t Io 1 I 1 POST "NO TRESPASSING* SIGN AT PROJECT ENTRANCE(S) POST "CONSTRUCTION TRAFFIC 15 MPH' SIGN AT PROJECT ENTRANCE(S) z 3, \ I 41 42 43 1 2 3 4 ; i 5 6 7 8 g 105 11 MATERIAL LAY -DOWN AND STOCKPILE AREA (WM-1, WM-3) EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT. (NS -9, NS -10 GRAVEL PAD AT CONSTRUCTION ENTRANCE MIN. 50' LONG (SEE DETAIL A At TC -1) OINLET PROTECTION WITH GRAVEL BAGS (SEE DETAIL D & SE -10) ( STOCKPILE FOR ALL PHASES [PLACE FIBER ROLLS AT TOE OF SLOPE ALL THE WAY AROUND THE STOO(PILE] (SEE DETAIL C & WM-3) � � � � CONSTRUCT CONCRETE WASHOUT (PER DETAIL B & NM -8) I i �I'22;;21120 19118117 16 1513 `1 11 0 *NOTE: MOVE STAGING AREA AND GRAVEL ENTRANCE AS NEEDED TO , I I I 1 2 3 4 5 6 ��/) p g 1 3� ACCOMODATE CONSTRUCTION PHASING. ONLY ONE GRAVEL !I �Y&6 I I I 10 , 11 1 1 2 13 I 14 APRON IS REQUIRED AT A TIME DURING CONSTRUCTION. 1CONTRACTOR SHALL RESTRICT VEHICLE TRAFFIC TO USING DESIGNATED ENTRANCE WITH GRAVEL APRON. �`--�__ 1 ' ---- --=— D---=--4--_ s,_ LINDEN FEEAWNUE II �� Qi 127 �6 �5 �24�---I -� 6 23 122 Q-�---�--�--�--�--�-- -_ �1 21 20 19 18 17 16 15 SECTION A-1 NOT TO SCALE ... ........... CONCRETE WASHOUT CONCRETE WASHOUT SIGN DETAIL OR EQUIVALENT DETAIL B CONCRETE WASHOUT NOT TO SCALE T MTRACTOR SHALL REFERENCE CASQA. DETAIL WM-8 48" X 24" yPV�AA{{II�NTETTED BLACK LETTERS 6" LAG WOODS POST 3" X3" X 8' 4' 12" MIN FIBER ROLLS 8' MIN H x-3/4" x 3/4" WOOD STAKES (MAX 4' SPACING) SECTION A -A DETAIL C STOCKPILE WITH FIBER ROTS NOT TO SCALE 'CONTRACTOR SHALL REFERENCE CASQA DETAIL WM-3 At SE -5 SCALE: 1" = 100' 100' 50' 0' 100' 200' Esc SIDEWALK 0 SIDEWALK CURB CURB INLET CURB FLOW E FLOW GUTTER GUTTER LEGEND El GRAVEL BAG DETAL D CURB INLET PROTECTION NOT TO SCALE 'CONTRACTOR SHALL REFERENCE GASQA DETAIL SE -10 O � J J O w r J OG < 0 W d a ICE O1' Q z s m UW� z Az <d0 J = 55 0 3E O jr s W 6 f 6 Know whars below. CaII before you dig. w �- 1.7-7261 Ph 1 - 4 CITY RECORDS NO: I