Loading...
HomeMy WebLinkAbout1.7-7268GRADING NOTES: I.- ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARDS PERTAINING THERETO (CALIFORNIA BUILDING CODE, APPENDIX J) AND SHALL BE SUPERVISED AS ENGINEERED GRADING /N ACCORDANCE WITH CITY OF BAKERSFIELD ORDINANCES. 2: ALL GRADING SHALL CONFORM TO THE RECOMMENDA77ONS CONTAINED IN, AND MADE A PART HEREOF, THE GEOTECHNICAL ENGINEERING INVESTIGATION REPORT PREPARED BY KRAZAN & ASSOCIATES, INC. KA PROJECT NO. 022-14078 DA IED MAY 15, 2014, WITH AN UPDATED LETTER DATED JUNE 28, 2018 (SEE SHEET 8) AND ALL ADDENDUMS THERETO. IN CASE OF A CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS THE MORE STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE. 3 THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CON7ROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS SPECIFICATIONS AND CODE WITHIN HIS PURVIEW, R THE SOIL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED 48 HOURS PRIOR TO PLACING ANY MATERIAL. 5. THE GRADING CON7RAC70R SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACIL177ES PRIOR TO BEGINNING CONSTRUCTION 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 PLAN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. (USA 1-800-227-2600) 6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO + OR - 0.10 FOOT. IF AN AREA SHOULD BE FOUND TO BE MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPAC77NG AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 7 THE GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERATIONS TO PREVENT THE OCCURRENCE OF A DUST NUISANCE AND SHALL PROTECT CURBS AND OTHER OBJECTS WHICH ARE TO REMAIN. DUST CONTROL SHALL CONFORM TO THE SAN JOAQUIN VALLEY UNIFIED AIR POLLUTION CONTROL DISTRICT REGULATIONS. R. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDIT70NS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, • THAT THIS REQUIREMENT SHALL APPLY CON77N000SLY AND NOT BE LIM17ED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, ARCHITECT, AND THE ENGINEER HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, ARCHITECT, OR THE ENGINEER. 9. EXCAVATION - EXCAVATION SHALL CONSIST OF ALL EXCAVATION INVOLVED IN GRADING THE PROJECT AS SHOWN ON THE PLANS, EXCEPT ANY EXCAVATION SEPARATELY DESIGNATED AND PAID FOR AS A SEPARATE ITEM. 10. EMBANKMENTS - EMBANKMENT CONSTRUCTION SHALL CONSIST OF CONSTRUCTING LOT EMBANKMENTS, INCLUDING THE PREPARATION OF AREAS FOR WHICH THEY ARE TO BE PLACED, 774E CONSTRUCTION OF DIKES W77HIN OR OUTSIDE THE CONSTRUCTION AREA, THE PLACING AND COMPAC77NG OF APPROVED MATERIAL WITHIN THE CONSTRUCTION AREA WHERE UNSUITABLE MATERIAL HAS BEEN REMOVED, AND THE PLACING AND COMPAC77NG OF EMBANKMENT MATERIAL IN HOLES, FOR THE CONSTRUCTION EMBANKMENTS PREPARING SUB -GRADE AT THE GRADING PLANE, CONFORMING TO THE GRADE TOLERANCE, DOING NECESSARY PLOWING OR BENCHING, IMPOR77NG OR BORROW, PLACING AND COMPACTING MATERIAL TO THE LINE AND GRADES SHOWN ON THE PLANS AND AS DIRECTED BY 774E ENGINEER SHALL BE CONSIDERED AS INCLUDED IN 774E CONTRACT PRICE PAID PER CUBIC YARD FOR EXCAVATION, AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR SUCH WORK. 11. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, CURRENT EDITION, INSOFAR AS THE SAME MAY APPLY /N ACCORDANCE WITH THE NOTES HEREON. IN CASE OF CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY N07ES HEREON, THE N07ES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU OF SUCH CONFLICTING PORTIONS. SAID SPECIFICATIONS SHALL APPLY BUT NOT BE LIMITED TO THE FOLLOWING A) ALL CONCRETE SHALL BE CLASS 'B" AS IN ACCORDANCE WITH SECTION 90 AND SHALL HAVE AT LEAST 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. B) ASPHAL77C CONCRETE SHALL BE TYPE 'B'; MEDIUM GRADED, 1/2" MAXIMUM AGGREGATE, AND IN77MA TEL MIXED WITH 5-6 1/29 ASPHALT. NO R.A.P. (RECLAIMED ASPHALT PAVEMENT) WILL BE PERMITTED. 11. IN THE EVENT CONSTRUC77ON STAKING BASED ON McINTOSH & ASSOCIATES' PLANS, DRAWINGS, OR OTHER DOCUMENTS IS PERFORMED BY ANOTHER FIRM, McINTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY ARISING FROM 774E USE OF SAID PLANS, DRAWINGS, OR OTHER DOCUMENTS. 1-4. McINTOSH & ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED, IN WRITING, BY McINTOSH & ASSOCIATES. 14. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL SOILS REPORT SHALL BE PREPARED BY THE SOIL ENGINEER. 15. THE SOIL ENGINEER SHALL REVIEW ALL EXCAVATIONS PRIOR TO BACKFILLING AND SHALL BE NOTIFIED OF ANYI7EM ENCOUNTERED DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION STABILITY SO RECOMMENDATIONS CAN BE MADE BY THE SOIL ENGINEER. 16. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: 1. 17 ALL SLOPES GREATER THAN THREE FEET IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. 18. IMPORTED FILL MATERIAL: REFER TO SPECIFIC EARTHWORK RECOMMENDATION FOR IMPORTED FILL MATERIAL REQUIREMENTS ON SHEET C8. 19. CLEARING AND GRUBBING: REFER TO SPECIFIC EARTHWORK RECOMMENDATION FOR CLEARING AND GRUBBING REQUIREMENTS ON SHEET C8. 20. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS): REFER TO SPECIFIC EARTHWORK RECOMMENDATION FOR AREAS TO RECEIVE FILL REQUIRENMENTS ON SHEET C8. 21. FILL MATERIAL: REFER TO SPECIFIC EARTHWORK RECOMMENDATION FOR FILL MATERIALS LAYERING AND REQUIREMENTS ON SHEET CB. 22. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (909) PERCENT MAXIMUM DENSITY AS DETERMINED BY APPROVAL METHOD PER APPENDIX ✓ OF THE CURRENT CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS AND REPORT FROM SOILS ENGINEER. 23.. ENGINEERED FILL SHALL BE PLACED /N LAYERS NOT EXCEEDING SIX (6) INCHES /N COMPACTED THICKNESS BROUGHT TO NEAR THE OP77MUM MOISTURE CONTENT OR TO A MOISTURE CONTENT COMMENSURATE WITH EFFECTIVE COMPACTION AND SOIL STABILITY, AND COMPACTED TO 909 OF THE MAXIMUM DENSITY PER ASTM D1557-78, UNLESS SPECIFIED OTHERWISE. COMPACTION SHALL BE CERTIFIED BY TESTS AND REPORT FROM THE SOILS ENGINEER. 24. FACES OF ALL CUT AND FILL SLOPES SHALL BE PLANTED MTH A GROUND COVER INDIGENOUS TO THE AREA AND MAINTAINED AGAINST EROSION. 25. QUANT177ES FOR EARTHWORK CUT - 17,532 CY FILL - 13,030 CY O/X - 16,566 CY QUAN7777ES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. IN CASE OF EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT THE ENGINEER SO THAT ADJUSTMENTS MAY BE MADE. THE CONTRACTOR SHALL NOT USE THESE QUANTITIES TO BASE HIS BID ON. 26. BUILDING PAD PREPARATION: REFER TO SPECIFIC RECOMMENDATION ON SHEET C8. 27. PAVEMENT AREAS REFER TO SPECIFIC RECOMMENDATION ON SHEET C8. 28. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR EXCAVAT70N FIVE (5) FEET OR DEEPER. 29. SUFFICIENT ACCESS TO THE EXIS77NG AND ABANDONED WELLS SHALL BE MAINTAINED /N ORDER. FOR THE DIVISION OF GAS, OILS AND GEOTHERMAL RESOURCES (DIVISION) TO INVESTIGATE THE CONDITION OF THE WELL HEADS AND CHECK FOR LEAKAGE. IF ANY REABANDONMENTS ARE REQUIRED, THE DIVISION SHALL FURNISH THE NECESSARY SPECIFICATIONS TO THE PROPERTY OWNER. `3,0. AT THE INITIAL CONSTRUCTION MEETING PRIOR TO GRAD/NG ACTIVITIES, ALL CONSTRUCTION WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF VALLEY FEVER. 31. THE CONTRACTOR SHALL COMPLY WITH THE GUIDE FOR ASSESS/NG AND MITIGATING AIR QUALITY IMPACTS (GAMAQQ, JANUARY 10, 2002 REVISION, GUIDANCE DOCUMENT WHICH LISTS THE FOLLOWING MEASURES AS APPROVED AND RECOMMENDED FOR CONSTRUCTIONCP A VlITES WITHIN 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 77ME. C. USE ELECTRIC EQUIPMENT FOR C0NS7RUC77ON WHENEVER POSSIBLE IN LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT. D. CURTAIL USE OF HIGH-EMIT77NG CONSTRUC77ON EQUIPMENT DURING PERIODS OF HIGH OR EXCESS/VE AMBIENT POLLUTANT CONCEN7RA 77ONS EXCESSIVE AMBIENT POLLUTANT CONCENTRA77ONS SUCH AS SPARE - THE -AIR" DAYS AS DECLARED BY 774E SJVAPCD. E. ENCOURAGE CONSTRUCTION EMPLOYEES TO CARPOOL OR USE SHUTTLE TO RETAIL ESTABLISHMENTS AT LUNCH. 3. PRIOR TO SITE GRADING, SUBDIVIDER SHALL HAVE A PRECONS7RUC770N SURVEY CONDUCTED TO SEARCH FOR NATIVE KIT FOX DENS SURVEY SHALL BE SUBMITTED TO THE PLANNING DIRECTOR FOR REVIEW PR/OR TO GRADING. THE APPLICANT MAY BE SUBJECT TO SPECIAL N077FICA TION REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND CONTAINING DENS. 33. PRIOR TO THE APPROVAL OF A GRADING PLAN, SUBDIVIDER /S SUBJECT TO TO THE MIGRATORY BIRD TREATY ACT. INCLUDING THE SWANSON HAWK DURING THE RAPTOR NES77NG SEASON (FEBRUARY THROUGH SEPTEMBER). IF CONSTRUCTION IS TO OCCUR DURING RAPTOR NES771VG BREEDING SEASON (FEBRUARY THROUGH SEPTEMBER) NO CONS7RUCT70N AC77VITY SHALL TAKE PLACE W17HIN 500 FEET OF A AC77VE NEST TREES TO BE REMOVED THAT CONTAIN NESTS SHALL BE REMOVED ONLY DURING NDN -BREEDING SEASON (OCTOBER 774ROUGH JANUARY) 3e(. THE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PR07ECTED SPECIES WHICH ARE NOT ADDRESSED IN THE MBHCP, INCLUDING THOSE PROTECTED UNDER THE FEDERAL MIGRATORY BIRD 7REATY ACT SHOULD BE AVOIDED AND EVALUATED BY A QUALIFIED BIOLOGIST PRIOR TO CONSTRUCTION. THE FISH & WILDLIFE SERVICE (USFWS) AND CALIFORNIA DEPARTMENT OF FISH & GAME (CDFG) SHOULD BE NOTIFIED OF PREVIOUSLY UNREPORTED PROTECTED SPECIES ANY UNANTICIPATED TAKE OF PROTECTED WILDLIFE SHALL BE REPORTED IMMEDIATELY TO THE CDFG AND USFWS. 35. IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED DURING EXCAVATION AND GRADING ACTI✓177ES ON-SITE THE CONTRACTOR SHALL STOP ALL WORK AND THE DEVELOPER SHALL RETAIN A QUALIFIED ARCHEOLOGIST TO EVALUATE 714E SIGNIFICANCE OF THE FINDING AND APPROPRIATE COURSE OF ACTION. SALVAGE OPERATION REQUIREMENTS IN APPENDIX K OF THE CALIFORNIA ENVIRONMENTAL QUALITY ACT GUIDELINES SHALL BE FOLLOWED AND THE TREATMENT OF DISCOVERED NA77VE AMERICAN REMAINS SHALL COMPLY WITH STATE CODES REGULATIONS OF THE AMERICAN HERITAGE COMMISSION. 36, SHOULD HUMAN REMAINS BE DISCOVERED AT ANY TIME ON ANY PORTION OF THE PROJECT, WORK SHALL HALT AND THE CORONER BE NOTIFIED IMMEDIATELY (SECTION 7050.5 OF THE HEALTH AND SAFETY CODE). IN THE ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A QUALIFIED ARCHAEOLOGIST AND THE LOCAL NA77VE AMERICAN COMMUNITY SHALL ALSO BE NOTIFIED. 37. THE CONTRACTOR SHALL COMPLY WITH SAN JOAQUIN VALLEY AIR POLLUT70N CONTROL DISTRICT (SJVAPCD) REGULATION VI11, DUST CONTROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING GRADING AND CONSTRUCTION PHASES THE MITIGATION MEASURES TO BE TAKEN ARE AS FOLLOWS: A. WATER EXPOSED SURFACES (SOIL) 7HREE-77MES/DAY. B. WATER ALL HAUL ROADS AT A MINIMUM OF 774REE 77MES PER DAY. C. REDUCE SPEED ON UNPAVED ROADS TO LESS THAN 15 MILES PER HOUR. D. STABILIZE ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING AC77VELY UTILIZED FOR CONSTRUCT70N PURPOSES USING WATER WATER OR BY COVERING WITH A TARP, OTHER SUITABLE COVER OR VEGETATIVE GROUND COVER. E CONTROL FUGITIVE DUST EMISSIONS DURING LAND CLEARING, GRUBBING, LEVELING, GRADING, OR CUT & FILL OPERATIONS WITH APPLICATION OF WATER OR BY PRESOAKING. F. WHEN 7RANSPOR77NG MATERIALS OFFSITE, MAINTAIN A FREEBOARD LIMIT OF AT LEAST SIX INCHES AND COVER OR EFFEC77VELY WET TO LIMIT VISIBLE DUST EMISSIONS. G. LIMIT AND REMOVE THE ACCUMULATION OF MUD AND/OR DIRT FROM ADJACENT PUBLIC ROADWAYS AT THE END OF EACH WORKDAY. (USE OF DRY ROTARY BRUSHES /S PROHIBITED EXCEPT WHEN PRECEDED OR ACCOMPANIED BY SUFFICIENT WET77NG TO LIMIT VIS/BLE DUST EMISSIONS AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN). H. STABILIZE 7HE SURFACE OF STORAGE PILES FOLLOWING THE ADD/TION OR REMOVAL OF MATER/ALS USING WATER. L REMOVE TRACKOUT WHEN IT EXTENDS 50 OR MORE FEET FROM THE SITE AT THE END OF EACH WORKDAY. J CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). K ASPHALT -CONCRETE PAVING SHALL COMPLY WITH THE SJVAPCD RULE 4647 AND RESTRICT USE OF CUTBACK, SLOW -CURE AND EMULSIFIED ASPHALT PAVING MATERIALS. 36. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX J OF THE C.B.C. 39. NO WORK SHALL BE PERFORMED INSIDE CURRENT CITY OF BAKERSFIELD RIGHT-OF-WAY UNTIL AN ENCROACHMENT PERMIT IS OBTAINED. 40. THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIM/1VA77ON SYSTEM (NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009- 0009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006- DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD /N BEFORE THE BEGINNING OF ANY CON57RUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGER IDENTIFICATION (WDID) NO. 5F15C37270 HAS BEEN ISSUED BY THE STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT. 41. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXIS77NG ACCEPTED STREET RIGH -OF -WAY UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT- OF-WAY IGHTOF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 4�. THE LANDSCAPED AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 29 43. ALL WORK WILL STOP IMMEDIATELY IF ANY UNKNOWN ODOROUS OR DISCOLORED SOIL OR OTHER POSSIBLE HAZARDOUS MATER/ALS ARISE DURING ANY PART OF THE TESTING, GRADING, OR CONSTRUC77ON ON THE PROJECT SITE. 44 THE HANDLING AND STORAGE OF HAZARDOUS AND ACUTELY HAZARDOUS MATERIALS SHALL BE RESTRICTED TO LESS THAN THRESHOLD PLANNING QUAN77TIES WITHIN 1,000 FEET OF SENSITIVE RECEPTORS WHICH INCLUDE RESIDENTIAL AREAS, SCHOOLS, DAYCARE CENTERS, HOSPITAL; CONVALESCENT HOMES AND OTHER LARGE IMMOBILE POPULATIONS SENSI77VE RECEPTORS SHALL NOT BE APPROVED WITHIN ZONES OF CANCER RISK IDENTIFIED BY A HEALTH RISK ASSESSMENT OF GREATER THAN 10 /N 1,000,000. 45. CONSTRUCTION ACTIVITIES ASSOCIATED WITH DEVELOPMENT OF THE PROJECT S17E WOULD BE REQUIRED TO BE IN CONFORMANCE NTH SECTION 9.22.050 OF THE CITY OF BAKERSFIELD MUNICIPAL CODE WHICH LIMITS CONSTRUCTION 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 CONSTRUCTION OCCURS LESS THAN 1,000 FEET FROM RESIDENCES. 46. EQUIPMENT SHALL BE EQUIPPED WITH MUFFLERS AND MAINTAINED IN ACCORDANCE WITH THE EQUIPMENTS' FACTORY SPECIFICATIONS. DURING CONSTRUCTION ACTIVITIES THE CONSTRUCTION EQUIPMENT MUFFLER AND MAINTENANCE RECORDS SHALL BE ONSITE '4,7: PALEONTOLOGICAL MONITORING SHALL TAKE PLACE DURING CONSTRUCTION EXCAVATION ACTIVITIES THAT RESULT IN EXCAVATIONS OF SIX FEET BELOW GROUND SURFACE OR GREATER K17HIN THE PROJECT SITE FOLLOWING ARE THE SPECIFIC MEASURES: A. ASSIGN A PALEONTOLOGICAL MONITOR, TRAINED AND EQUIPPED TO ALLOW THE RAPID REMOVAL OF FOSSILS Wl7H MIN/MAL CONS7RUCTION DELAY, TO THE SI7E FULL-TIME DURING THE INTERVAL OF EARTH -DISTURBING ACTIVITIES. B. SHOULD FOSSILS BE FOUND WITHIN AN AREA BEING CLEARED OR GRADED, DIVERT EARTH -DISTURBING AC77✓ITIES ELSEWHERE UNTIL 774E MONITOR HAS COMPLETED SALVAGE. IF CONSTRU0770M PERSONNEL MAKE THE DISCOVERY, THE GRADING CONTRACTOR SHOULD IMMEDIATELY DIVERT CONSTRUCTION AND NOTIFY THE MONITOR OF THE FIND. 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 MONITORING DURING CONSTRUCTION ACTIVITIES THAT INVOLVE EXCAVATION ACTIW77ES OF SIX FEET BELOW GROUND SURFACE OR GREATER ON THE PROJECT SITE WOULD REDUCE THE POTENTIAL IMPACTS ON PALEONTOLOGICAL RESOURCES TO LESS THAN SIGNIFICANT 48. 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 774E SITE, CONTRACTOR /S REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 49. STORM WATER POLLUTION PREVENTION CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION CONTRACTORS OCCUPANCY OF THE SITE CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 5fL MAXIMUM SLOPE RA 770 FROM 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 29 ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 51. 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. ' . 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. 53. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN A7 LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED- AT (661) 326 3049. 54. ALL WATER IMPROVEMENTS SHALL BE APPROVED SEPARATELY BY WATER RESOURCES DEPARTMENT. 55. ONSITE CATCH BASIN AND STORM DRAIN LINE TO BE PRIVATELY MAINTAINED. C.O.B. SHALL NOT BE RESPONSIBLE FOR THE REPAIR AND MAINTENANCE. 5'G. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-612-2444) 57 WASH OFF CONSTRUCTION AND HAUL TRUCKS TO MINIMIZE THE REMOVAL OF MUD AND DIRT FROM THE PROJECT SITE 58. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMA 7E FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT BENCH MARK:,' TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE S.W. CORNER OF TRACT 6146 UNIT 1 & CENTERLINE OF NORIEGA ROAD. ELEVATION = 369.39' (U.S.G.S. DATUM) PER CITY OF BAKERSFIELD BENCHMARK BOOK BASIS OF05BEARINGS: THE BEAING OF N 0'00" E SHOWN FOR CENTERLINE OF OLD FARM ROAD ON TRACT NO. 6146 UNIT 1, M. BK. 50, PG. 67 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. OWNER/SUBDIVIDER KERN LAND PARTNERS LLC, A CALIFORNIA LIMITED LIABILITY COMPANY 9201 CAMINO MEDIA, STE. 120 BAKERSFIELD, CA 93311 CONTACT PERSON: MATT WADE PHONE: (661) 885-9409 ENGINEER ' McINTOSH & ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA 93309 CONTACT: ROGER A. McINTOSH PHONE (661) 834-4814 APN: 527-010-09 LEGAL DESCRIPTION: LOT 13 OF SECTION 13, TOWNSHIP 29 SOUTH, RANGE 26 EAST, M.D.B. & M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY FILED NOVEMBER 24, 1891, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. NOTES: NOT ALL UNDERGROUND UTILITIES OR FACILITIES WERE LOCATED BY THIS SURVEY AND THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES NOT SHOWN OR FOR INFORMATION - DERIVED FROM ANY OUTSIDE SOURCES. AT&T UNDERGROUND LINES ARE NOT SHOWN SINCE MAPS WERE NOT PROVIDED. ALL EASEMENT INFORMATION SHOWN HEREON IS BASED ON TICOR TITLE COMPANY OF CALIFORNIA PRELIMINARY TITLE REPORT NO. 13-16591 DATED MARCH 27, 2014. AN EASEMENT IN FAVOR OF KERN COUNTY LAND COMPANY FOR INCIDENTAL PURPOSES PER BOOK 38, PAGE 61 OF DEEDS. (LOCATION CAN NOT BE ASCERTAINED FROM RECORD) INDEX OF SHEETS SHEET TITLE C1 COVER SHEET C2 GRADING PLAN C3 GRADING PLAN C4 SITE IMPROVEMENT PLAN C5 SITE IMPROVEMENT PLAN C6 GRADING PLAN DETAILS C7 CROSS SECTION C8 SOILS REPORT NOTES C9 EROSION CONTROL PLAN C10 EROSION CONTROL PLAN EASEMENT LEGEND: Oj 60' WIDE COUNTY OF KERN UTILITY RESERVATION EASEMENT PER BK. 2868, PG. 496 O.R. O30' WIDE ROAD EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY FIELD NOVEMBER 24, 1891. OFLOWAGE AND DRAINAGE EASEMENT DEDICATED TO CITY OF BAKERSFIELD PER DOCUMENT NO. 218057281 DATED MAY 9, 2018, O.R. CITY OF S JUL -3 2018 CITY OF BAKERSFIELD RADIGNGPLAN BUILDING DEPARTMENT SOMERSET VILLAGE TOWNHOMES (TRACT 7268) <� 33 34 35 36 37 N a 7th STAND ARD ROAD ❑L syryT 4 a 1 9`F o 6 C 0 9�9A 10 11 0 m 12 REINA ROAD a � o n� � a PROJECT r--,r-� NORIEGA 0'AD 0 a 16Ell 15 1q '�' o' CT29S R26E a 13 G MAN ROAD 2 4 n O3 a - N OF ,- H /9 wOSEDALE N HWY. v n❑ VICINITY MAP NO SCALE 5200 OLD FARM ROAD BAKERSFIELD, CA 93312 WDID NO, 5F15C372763 G.P. NO, 18-40000023 P.U.D. NO, 16-0265 I ---------------------------------- } -- - U 7RACKME ME - - - - - - - TRACT No. 6153 UNIT 4 M. BK 53 PG. 102 n , 37 3E 33 34 33 3G I St 3C I 29 I I I nPANnlr 1livIrC_ oil J w 0 I I I I I JI 171 OFFSITE IMPROVEMENT - SEE SEPARATE PLAN FOR DETAILS MBHCP AREA KEY MAP 1"=100' The GRADING PLAN -�� as sM10 wn On this drawing ecl n9 here roan �1 indicated by rovee Y aten ePp rrorrec Works g Eisparphant Ind Apes a W b Depanmenlantl Bwong Department indurates app val ortly as 10 tleagn torero usetl antl conformance to City Standards, Ortlina.,., Engmee,frn thesuhtlmtleror0evel fib``and lar accuracy of calcutalox io this plan and shall sauhroita prelim, -.a. graoetl" plan aIle, complehon of the gratlmg, APPROVED BY; Depa'Men[ ate auIdnig Dep nment Date MBHCP LEGEND: MBHCP AREA 19.95 ACRES i .Wt 1 T �M$ n LA ,a - Know what's below. Call before you dig. 1.7-7268 CITY RECORDS NO: G,,� 2 Z m O to I w F I w M M a I0 K 0 I F I w a a. � a I , I O � �¢ d� �Q w I co 19 m J w 0 I I I I I JI 171 OFFSITE IMPROVEMENT - SEE SEPARATE PLAN FOR DETAILS MBHCP AREA KEY MAP 1"=100' The GRADING PLAN -�� as sM10 wn On this drawing ecl n9 here roan �1 indicated by rovee Y aten ePp rrorrec Works g Eisparphant Ind Apes a W b Depanmenlantl Bwong Department indurates app val ortly as 10 tleagn torero usetl antl conformance to City Standards, Ortlina.,., Engmee,frn thesuhtlmtleror0evel fib``and lar accuracy of calcutalox io this plan and shall sauhroita prelim, -.a. graoetl" plan aIle, complehon of the gratlmg, APPROVED BY; Depa'Men[ ate auIdnig Dep nment Date MBHCP LEGEND: MBHCP AREA 19.95 ACRES i .Wt 1 T �M$ n LA ,a - Know what's below. Call before you dig. 1.7-7268 CITY RECORDS NO: G,,� 2 Z m O to m mm Of M M a o02 a Z ow a � w � � w �o o 0 y m Z Q a z 0 Q M t H U J OD W N ti W LIJ v W a ao Q O W ZIII-> W(9� Y a U J J C- W W co a fP 7 "17 G cr- g�acr'' � LEGEND AND ABBREVIATIONS EXISTING TP TOP OF PAVEMENT PROPOSED 6" CURB ONLY � FD ���W0N WITH B.C.LH �K� - ' ' ' �U NEW TO T0P OF �RATE PROPOSED " GUTTER/ LS zon� ±1z� DEEP,PER TRACT NO. 8W BACK OF SIDEWALK 0/y OVER -EXCAVATION ROLL CURB - --'-A- ' | �153 UNIT � M.B. .CONC. MON. WITHB.C.L.H. EDGEOF PAVEMENTFINISH FLOORCENTERLINESTREET _- _____ _____ _ 889,09.35,E ~~ LS 5565. ±12' DEEP, PER TRACT No. TC TOP OF CURB FC RN/SH CONCRETE -__-___-_____________- PROPERTY UNE / RIGHT-OF-WAY ----- - ----' - ----� - ---- - ____ _ ____' _ --___ _ ___- _ ____ _ ____ 873.27-' \^ 6153 UNIT � M. BK. 5J. P8. 102 FL FL0W0NE �B GRADE BREAK ' '| ----------'-------------��----�- ' ' ---------------------- PROP0SED�RADEBREAK , / ---- ----' ----- ----- -___- _____ _____ _____ ___�___ -____ ____ _�- CL CENTERLINE FG FINISH GRADE ---------' -f� | � - --- EP ELEVATION Fp FINISH PAVEMENT - -- -- -- -- - -- SAW CUT WE WATCH EXISTING SCO SEWER CLEANOUT ------' ---------r*------ PR8P0SE� F|�E ��TER UNE L.S. LANDSCAPING AREA S�R SE��R � SEE SEP. PLANS. DWR DOMESTIC WATER ---- --------w-_------ PROPOSED DOMESTIC WATER LINE �~� FC FINISH CONCRETE FWR FIRE WATER _____--_______uAIN UNE '| ;� 3D SIDEWALK - XFL FLDY�|NE ` -----'---------o--------- PRUP0SEDSEY��UNE c INV. INVERT / / � / . / | | / XFC E F|NS|HED GRADE RIGHT-OF-WAY ---------------------- pRDp0SE� �RADE BREAK UNE | | | | | / | XFC E F|NS|HED CONC. | | \ | | � i | / � | ' XEp \�/ EDGE 8F PAVEMENT �/� Y0�LKY���RUUND ---~---------~----~-~~- PROJECT BOUNDARY /| / / / \ | / ' | i ' +/ ,"°" O.G. ORIGINAL || / / / / � | / i / . | M.H.MANHOLE TE TRASH ENCLOSURE �1 CURB AND GUTTER | � |� / ! | \ / | / | / ~��m~� � ~��°�� | ! ~~ _ __ | / | � ! B/� BA�K 0F �ALK TO� T0P 8F CURB `` | | | | ' w � m� �°�=� � m `���' �� ����=� �~����� � ��' �u� �~� �-��� 8��� � N� �°�/ ' | ; PROP0�ED �RADE [LEV | / | \ | � ~ " "�°~m��~ ����y w U. Qn�m�� / | / V. ----� --------o--------- /F1SEWER UNE u / � | ) | / / - [�S� GRADE ELEV. ` ' | / �m \ | i -�-7 / 1 ( | DIRECTION AND PERCENT ----- --------w--------- /F1 DOMESTIC WATER UNE | �n| | �J / / -�r / ��� | | / / / - [CT SLOPE `-' |/ | / ) � | / `/�/ | ���� ' -�� | -�-� | -�n ! '�1 } _�[l | ,)(� �-����- FORDR/AN�QE ----------------s------- /F1 GAS LINE �� / � i / \ �� ' / / - / `^`' | `/z- � `' ' / `,�� / �� `/ �� �1 SURVEY �ONUWENT A3 /F1 JOINT UTILITY UNE | cz + ' | / | r`DESCRIBED \ | / -�- ¢1 TRAFFIC SIGN `-' --�' -'-'' -� . . `-' --------- ----- c ------' /F1 ELECTRICAL UNE wN ' �� PROPOSED STORM DR/UN NH `-' ' |11 FD. CONC. MON. WITH B.C. IN L.H. /| /F1 FIBER OPTIC LINE EAST OF LINE HELD FOR TRACT ! " .1 4: . I i I i % : : i I: ED i I : - I I / ; + 1-411T ( J. ... ... . I : ;I / I 10 : _; 11 r; P. ; I // . _L___ I I : 11 ,�_ X i +-- i),: r . . i 11 I .. ­ t _ _ 0; ­ : ; I I . r,� .. t q / 11 f 11 FD. CONC. MON. WITH B.C. IN . : I 0 " -C:) 'I VG fG q�fG (E) BARBED WIRE FENCE I: I . I . " 11 --- I 01 L i�,_ — — 'U'l : . I C'; . 1 .___4111,.,.1 3 \-\ -< - .... .... -_ ---- 44 . 5' - �01�1 SECTION LETTER --,,) I ; I III I J12.49 n-PIV�j i I "Ii I � , I \ 1% " 5"S- UTILITY i � , 111 I ;_", . " "6 it 1 X w � __ � � I !III, ,-�,- �,�� , (a) \' U6,,,;! " - I - t6� J. ............ \ -_ - I __, 1 J! 11 _ < 11 ut�. , - I I 1.')**' il 1- II I " f I", I'll U -417 ,::61 I I U7 . . � ! � I . i 1 1 �D_ , `� , � 7 - ;?�? Z ­0� ! I zh-11 3 . _ Er FF=37z'" I .1 0 GRADING CONSTRUCTION NOTES: . , " Y,-,-- -11 . .................. ­ ... --A4 /_ 3 -1 I (o I .. \ I __ (D CONSTRUCT TYPE "C" ROLL CURB PER DETAIL 1 ON SHEET C6. 11. "T i i�', - 1(a) - - - ; 11,28' - 7 1 - -- __�;� - �, (D !2 � Cl , 5�_- .-5 ,, : il I I i - _% �� 1, 0 I , - I I, It I - I i "I ,\_% . i / ----I I ,�,--5' Oy � 1:V N 00 . q I . . I ; I I - - ,,\ I I /// 14h 1 ­_ I z (�) CONCRETE WALKWAY -SEE SITE IMPROVEMENT PLAN ON SHEET C! I I I I I I : ; I /A-, 7!�3 , .11 ..... 1___.--_ "61 7" ��/,/ (�) I z 0-ult/o - I , \1 ,_1 RAIN LINES -SEE SEPARATE UTILTIY PLANS. i i ! -�, -.\ 1 5' O/X "'1%9, 5' 0 --11.1.1 ...... - I \?j I � . I I \� I\ I I 11 r- � rc, t 7 j r I . 11 . 5' O/ i 1 ; 1 1 H - I..-,111E� =�w ��, 8 PLAN ON SHEET C5. . 1i - ­� -A - -,J,--- i. - DETAIL 6 ON SHEET C6. . z 1 4 ; , 4 i L /,--- y I ,, _1z I. - CO n I . I \ i z I . I -11 / : ; : I _.--_1__i I __ \-xs, q� I --------v . _­ - ,e - - ,<, v . . . I I - . I - -JeP-':�-_:', �� STREET BARRICADE TO BE REMOVED, SALVAGE IF POSSIBLE. �_ < . li- - - ,IV/ f i g CONSTRUCT TRASH AIL 16 ON SHEET C6. `- : �.',', I - 5 :�� , -i i ­ - -_ I - .. -1, 0 /__ 1. ucif � *- � �.___,_ I eF"') , j) 1 21 ,� 13 :�-'_'-f �_- , 71 ; I - 't I g CONSTRUCT ADA RAMP PER DETAIL 10 ON SHEET C6. �� 1-5 -It I I I "I . i I I � r" L4 . "__ - �� ONSITE LIGTHING-SEE ARCHITECTURAL PLAN FOR DETAILS. I ,ill j - . 1% --- op 7-/\,N", : k $-..-4- 6. ­_­ ...... .... ..... . ­ : 0 1 . r""P ­ :: A , ) 13-11, - . /I —] I w � i, ; I i (D , I I I / �p T -41— , \ - (5 I_ 1_1�\'\ \\ ��, I 10. \ 5 IrI ��~ | / <�6B TRANSITION GRADE BREAK TO TOP OF CURB. '� �1�111 ��� LANDSCAPING -SEE SEPARATE PLAN FOR DETAILS, | � __2 E , " ��� F. I\�«� ADA PARK|N� �TALL - GEE �ETAL 2O ON �HEET CS' / // ��� ������T� �������Y ���[� �� ���^ ����� "�" / // �~� \��/ , . a�� CONCRETE OVER 0.50COMPACTED O.G. TO 95Y� || ~�� RELATIVE DENSITY / ' m�� ' | .|qD- ~�� ��� /�� A.C. PAVEMENT SHALL BE 0.20' A.C. OVER 0.45' AGG. / / ~=� -~~ Y��' ' /- to �~� BASE OVER {l50COMPACTED O.G. TO 95Y� RELATIVE ii / . DENSITY. | 7�(5/ / �r ~~ | ==� ��_Ikl 1'� A ; 0 O/X c L____1 I , / x - FD. CONC. MON. WTH B.C. IN . 1 i - 48 " ( / 18 /X ni�,�, te 0_.- ^ - 5 j: : -44, �/z L.H. �� un.vc rc� mm./ mu oz��--- �~. .. LINE. .`�" .=` �� ��� m .11, __'1k.1k'1 I I i I . " ­_ A k� \ \ " _!::N--. J'<, 0 ­ I . vk d - ----� ' " -7c� ~__-" . ' `' � ill, I �G, �klxl, 10' � Z51111- I I - ---I. " " .,K,---. .A � — - - N y 7k.\t ' *1 -1 " - - -:3 f2-.5 0 F )14 �t\_ ' � 7 - %'% � / `._ C� 8L0CK &�~� | / ` �-- n�� CE' \ � ' - --- ' � �� SUNDA� ~ �/ \ �� __ ____� ____ ____ ____� __-__ ��' ____ _ _ ____ ' V p-,-') .-- i _ . . ....... ___ q N : ; e M., ..... ... , i 1 --~ N~ �~°� =°�wmmmm�~ " ��/ "11 -------------�-I j v--- , 0 \ :,p: __ -1 I . I 11 I I , 11 0i N / ��' L[S TYF � ������ | | i « �(/ �� `' � / / �-- - ' ' ~' '9 ---�--------- » -�c�/ ��U|[ �| -� -11, --------------'--' ��� �0u|�W|M�� ��/l\/ ~^ ` i � uu� ^� / �� z��7���� / ) ' | � / �` | ��� / �� ) | � ' | | .�yN L____� / � ^^' ^-�"-w / "��' ~��~ | | i / \ \ � ` Y y\� ����` l �� U TYp UK _i ,,,, i I . I , \ � . _. I i . \; \1 --- ;,, I I _0 U7 , * - ---- --- (5 11 �/ I I 1 1 .. \ I I � 0 , \ 1�t . ,/,// \ 8 . �pl . -_1______- ... � ............... __ bl�%I,,,,­ 1w, . : - I � I i I i : � / I/ 4 _(�) d ,77 , � Ii i ; I v ­ ..... .....­\_ , , . � i I 11 I "I � , - . / 1_� ,,� , . m im"m � � m� -----a- 4-_ ..... 0 I! ________ - _111_::� -------------__- �w ' : z 'n . '7irji 17 ____ lz - - - - - - I I . . z ­ ........ U3 � A I I "-,- I Rl Q>NC �0N. Y0TM B�C /NLK / /� / / �KD LS ��2" �� ' I.i � ' ^%� Y�3TOFUNE HELD FOR,TRACT ' ^ � ��� BOUNDARY PER TRACT NO. O234 /' ------' `-----� � UNIT � W. BK 52, PC. 17D | / � / � // -°���Y� ' ' ` ' ' | ^--------� -�//°' || / / /y / . || iej / / � - -/' ` T-. �1 �\ / // yJ�) �' | / \��� ` ^ ^��" ` | /| \ ) / ��=.�7�J��1 5.O/X ��==� i /� � | //--`~/u-^� ' 1. ./--`~/U 4. | / U ` ' - .p ( '� �//Ur`/ \ ~'�/ /| \ /''o / i�[ |UU � | �~-u | ` |� ! | �� | \ ���/ / ! \ |(�U !/ �\\ !UU ! | | | �� D/X �8 | ~-� | ���|| �� `��~L-��|| | _ ``\ K 5'�/ U |~m�� N|�� N / | ,/ f | _ � ~)' �CALE: 1~ = 30 15 O JO 60 below. K�Ko�y��U0at's ����Un�"°" ���NB���� �~ ����08 ��o������� ��g. cn Ui 0 L2 a. bi Uj 00 IATIONS (E) EXISTING TP TOP OF PAVEMENT (N) NEW TG TOP OF GRATE PROPOSED 6" CURB & GUTTER/ BW BACK OF SIDEWALK O/X OVER -EXCAVATION - — - — - — ROLL CURB -SEE PLAN EP EDGE OF PAVEMENT FF FINISH FLOOR FC FINISH CONCRETE ---------- PROPERTY LINE / RIGHT-OF-WAY __ ilt I, -.1- .......... � ........ I ---- 11, - I I dT � " , , � I i , �! : FL FLOWLINE G.B. GRADE BREAK I I ; ; F- ------ - ** . _­­­.... ....... _1_4� , \ ': �i _� Cb FG FINISH GRADE � p : _14�0 _& i � %, 1pt� - I \ _,� �,Y /'I 'i , . p I?,,— f, � I i� I 7 I . : � �. -f . . . L_P_160�_, �7_� 'Ili . . i i \ i I . : � I , I i It', � ; . I r 1� I � : tr 11 (r, . m . IIIIIIIIIIIII t : . I :11, , p . �j ; .5' OIX C � � . . ............... . . .. . . .......... __ \ ... \Ai, 1� i . ,11 ::� �� . � \ \ `�;, W � I �;. ti , . . I � 1\1 Ac . \ , 11-02---1 _ . . .... . ...... __ ------ � .............. . . .. . ................. - . . ..... I .......... ­­__ .......... j k*kN\ : 6 . : I . . . � I . i I I . I I 11 I ___, __ FD. REBAR WITH PLASTIC CAP . 1111 F . \ 14' / v I I lk�o -_ -31 (D I ; ­ . . � f Q _�D ' N . SCO SEWER CLEANOUT j : 1 1 - i v , , _­ - -_ Zl�, FP FINISH PAVEMENT - - - - - - - - - - - - SAW CUT 1� � I il i . i I ELEV/EL. ELEVATION I I r ,,�� I � , 1 I , i �,,,�, 1 I' , It 1 1 " A. '� FW — PROPOSED FIRE WATER LINE . I ,,j i \ . i -_ / 1 , t; t 11 I - . 11 11 1 l I m I , p 1� I Il 1 i / /I 1 i i ,:to�, \ I� . L.S. LANDSCAPING AREA SWR SEWER ,� 1,i 1 I I I i q I - , I , : I z / I/ MKD. LS 4717 INSIDE 2" I.P., — —W C WATER LINE i 1 i ;1 I ; � I 1 i I " � -- \-, \ " - 6 ......... . ­­ I a�l I . ,I I if; r I � [ DWR DOMESTIC WATER H 1 p . t ____ ---. /t�,(Ib� SEE SEP. PLANS. . I I t � i - 1 i 1 illi . I III j, /I ,_ " 1 1 I . i " I i I � i I ' i I -.:I-- __ - - - - � . - :11 - \` 21 (9> 50 O/X . I 14 FLUSH WITH GROUND & FC FINISH CONCRETE FWR FIRE WATER AIN LINE I. I i ; I il 11 I � : \ i 11 1� .. I - I?-- --- - 1� �!7 j 77n 1 7 ., I I , 1 4-2u - I __ i IV I i Zino ,4 - -- - - - - - - - - L- _r I L, -71 � - - —D z . t 941 . ____ &` 7 --- 11 99 12- if __ , ��_ -17 1 /,- UNDER WOOD FENCE, PER . , ` . . .1 `1 TRACT NO. 6146 UNIT 1, M. S/W SIDEWALK . i : \ I . i ; /j --- � : � ---- I - \\\Z� I :!11- I : : ,Il- ji i I i � . 11 �, I ;: \ 1 -51%1 I'l 1, v . (�>_ - --- -- U7 I t INV. INVERT _. PROPOSD S R I i I : ! i _____1r 1;;. - - " ��/y t ­ I � XFL (E) FLOWLINE S : i r BK. 50, PC. 67 : i - -1 [ Q i: k p ,X',5" O/ - .- � 11 : \ I '�: �, ,> 11 v - - - . I I i� -1 I XFG (E) FINSIHED GRADE : . "A)$ I 1 i - '7 _\ C. D,5' O/k Ir .- �� .e t:, .. _� 16 . � Iiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiit iiiiiiiiiiiiiiiiI iiiIi,IiIIIII,IIII, . .-.6. i 0- . " I / 11 i . �, - 11 ". i R W RIGHT-OF-WAY I q . 11 i IIIIIIIIIIIIIIIIIIII ._­ ................ . i : . i X , a I ,'I ,,�pp-,_- Li XFC (E) FINSIHED CONC, 11 N -.1-1.1- , tID, ____ _ ____ I . , MATCH LINE �4.�r, i . I . � I .1 - 0 x 1 5?150 ,-- 1% ., If -",P,­=�_ --- I L'--/ 1 ­­­­ / p z I 1 07-1 """""­` -15111111/7- - - � �� iiiiii. 1111111,1 IIIIIIIIIII � - "�_ - N . : W/W WALKWAY . . , � ----.1 . ........ . — - - — - - — - - I : 1`11\ , �_ I I I i . ; �11 I I , \ . IIIIIIIIIIIIIIII, = - LINE "A" XEP (E) EDGE OF PAVEMENT O.G. ORIGINAL GROUND ; I . � . ; . : I '\ p IIIII iiIiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiimt . . . . . .1 I I m = � � IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII mmmiiiiiiIii NiiiiiiiiiIiiii iiiiiiiiiiiiiiiii , . 11 ; i ; � 11 I , I 1110, , I :1 �- I T N I 111-1-- I MATCH I ... � ................................ � .... ­­ ...................................... � ........................ . , �_�_, — " ii I 11 I 'i \ , I 1 - V� 43 �� I , 77 =V.11 11� . __.� i li / .. � � i -�, I — -4 I -1-4 - - - - ) ", v ,\\ i` co I ,x - k, - _-�_ _'... TO" M.H. MANHOLE TE TRASH ENCLOSURE ­....... .................... .... ..... 1-1 .... I ......... - ..... __ ... - ..... - ... ­­­­­__­­ .... - .... - ......................................... (E) CURB AND GUTTER : i I� !If I . . ------- 4 i I i ­­ i 11 . I c , , : r I i i I I 1 1,1 / . . __ ; I C�P � - . . . . .............. (5, . IAPI� i - rn% " - 1 TOC TOP OF CURB . ---.,., . .i% � i I \1 . I ; - i � �_ n i j I 1! - k"i , i ...... _.... I __ I N' , ; i - �. - .............................. � .. 11 ................. ............... I ..... I ........ D . . .. ... . ........... ... .... .... (E) STORM DRAIN LINE . ; - ........ - ------ . ........... � j 14 1 t__.. . f , XG (E) GROUND t 5 ........... ­­_ . . .......... �, : / ! -1 - ; - - � _ I 11 FD. CONIC, MON. NTH B.C. IN L.H.! 11 I " i : I 11 : I I 1 I ,_'t" - - I T=37 .55 1 fiz FF=371.67,- ; 11 I -__4 .......... W � _', .f �t \ 11 11 .. 1 --- --- .... FF= .27 .i. i 1. - (E) SEWER LINE .. p . I I .. : - 1; t ! . . . . I . I .11 �, MKD. LS 5565, ±12" utu , U.Uz -- . I ; . 11 I ; j I , N, i I : , , .195— : . . If . , : i EXIST. GRADE ELEV. ,, . - __ - t . . - i i > ............... 11 ........... ........ .. � ... I ......... � ...... � ......................... W .... ... . .. . - , �11 i i i ,� . t % i I / � � 8\� i : , N \-�,,`, \\ i i)N i _'. 31 A.'r _� _/ . 0 DIRECTION AND PERCENT OF SLOPE . , �, . I / . . ...... , . P. W, . FF= __ I 'L�� - � �1 \ 0.79 ,_12�LL31 J . : : I " I I f., I 11 I f ., I � I i < �\__v I O/X A i 11�\ * ,\"\ , I (9 I -, 'kE_:__1 : I 11 1 il 34' t SO i \�, : - ;; � I � 1 ! i K - i 'i Z N WEST OF LINE. HE I I :1 I I , _�, 1.11 .��,/ I .... ... ... ... .. � ............ (E) DOMESTIC WATER LINE i : : : -_ '­­­ - ­ ,----- ------ - ­­­ **___ , DP7 I - L --A 6L �> __-I - N_\tl 3 BOUNDARY PER TRACT NO. 62 1 � : I I ;; I ��, -W, , - � _% D ( 0. i 1 51W. i I ! I /I - ; U-) I \ ,\\\\ %J . . . ,.. , , ..... ... .................. .............. ....... � ....... � ........ ..... - ............... � .............. - 11 .... ......... * � i - I' 11. P% --.1-1- 11 . 4 . - // . ,z, FOR DRAINAGE U I'll - (E) GAS LINE I I/ f ' �21 1 -4 N 1 4 , --,-- � \ \ p . . . - UNIT 6, M. BK. 52, PG. 170; 1 � 1� I 1! i -��' I I I .!! 0 � - jn&!�4 Xp - . J - 1�9`._ ....... ........ ........ -11- I J "I i�' , 341 @_ ' 11 ; I I I 1 5' O/\X"% .- I hm ­_�, ­\ . I I , .i . 1 ! I Il-__ - I Ici ' L\ ,_% 6- ir � I ,,�,',� � I V I I I 1// 1 25' I I A, 7 1% I i I -I I . @ I I I ii 1 i I .4k i \ �-,,\ � 1�: I . (E) SURVEY MONUMENT AS DESCRIBED — (E) JOINT UTILITY LINE � ,�� I I I ,,'/ t% 11 ,z - , i I , . , �_ �,__ _1 I . ; I ; I I I i . I iz , �\, ____ 0 I '/ ir " ; I �vk p a 0 21 ...... I-- �) . 0 i i i III I I � .... -11111, . ... ... � ... 1 C61 _", - . (E) TRAFFIC SIGN — — — ! i I I I ji 1 (5 rLL J71.00\FG _5_700 1 _0_31 (0 () E — (E) ELECTRICAL LINE . ii i i 1! � , p i 11 .V11 I.: - 1; . ............... � ............. T=370. i m 1q_ : i i! I �. I' j ii i I 11 1 15 O/X - __j1 I U`� . __\ -1 0 \ � \� ii . . . ...... ____ ... ��­' F I I 11 25Z i I _ ; . PROPOSED STORM DRAIN MH i . I /11 FF=372.21 U11 . 17' 1111 \ � \\ 1 1 .1. I 0 : \ I �ig z 00 . I i i 1,x, I) I - ; 'I CL — - _� - I ,I .. - I . � I �11 z (I - (E) FIBER OPTIC LINE ! � i I I k 'i . I I 11 iii , it , I I I .L - . \ i \ k�?01 ro "i I / ; - :. � I ; ; il I il I I 11�11 F, : 0 HOLE I ; I CD I i i :� I I 1::!� - I . ;. \ � / z n lq� � — I : i� I 1 " 041 � .i I 1 5' O/X . . ......... ____..., .?" r I \ ........ .. �- 4 1 -4 __ ... ; ... \ ___4 "El I �, i I- i %_ T_ (E) TELEPHONE LINE i J i 1 ,3. I I ; - --310. o : : ; �".** I * ; I f 1 1 1 11 .. I - � I.. ­ ItAn I ____ : '. / . ............ ...... ...... � ... . .... .. . . . .............. 10-0 . ........... : : . ___ .::: ,­ - f ea F-* * --- 11 061 t i 11 , 7 _........ ......... ­ I . : I i - - - ... . .... ...... I 111. I . . In . " I - - 1-1, i i . i 11 1;" I i�­­­=_­17 I �.! \ :::� _:A - I I I . . I i I I . _"___ i to I i 1 I � I I : , - ­­ - � I ii k . - I � _ - I . 1 J' R q " . - I I -1 14 � i f� :1 i . I ; �` . - -,*--,-.. - - - _ i , - ill r�l (E) EDGE OF PAVEMENT . I - . , ,:.--- ____ - _j ____ L L -------- i . // III -1 - i I ... ......... ...... I .. ... ..... I : -, - .1 ...... _1_.____... 1�1�' -.5 . - � i ',v : . � -1 - :.- I I _Q , 11 I I 1� I i I ; I I k 11 it i 1 -5' 0 X i 11 11 VC -1- I I . fl 11 / l .... � ............. .... ... -, I - I i � I I ! I , � I .1� i 1'� I! I . 11 11 I i 1 4 , � - a LO i ! I il; , 11 - t_, ."31 1 — - - -1 I I I - .0, -) ,.,):: (E) OVERHEAD LINE I I . . ,� (9 (E) TV CABLE BOX i I ,C\ -41 , .... 1.1- ........., ... ..... .. .... ...... ...... � ... � ......... .......... .......... ­­ . I --- - `� __ __ -___ .- I . ...... I , ?111-t , \ � A. EXISTING WATER VALVE 11�, _i I I 11 " � v ------- . / , r . , \ ............ ­ I / Al : _� 0 . . - 1 ! I 11 ��`- I . _/XT --- - - I :,_... ,4' OA; I ,f ir I . ;',�, f 1� I i t % It I I \ it - I I I ,,�, EXISTING FIRE HYDRANT ............ -:J - - - - 0 ... � ............. .... D- 0 .. ... c (E) WOOD FEN CE . : I t � I . i : : ;.i.1 I . \ f**' ,------- 41 ls,q � \ \ t . � I .. . ................ 1 1 1 ij I : � I I i 7 . �, % � 1�� - . " I I , i : . i : - ------ � 1� i . i 1% / . tA ------ - ---- __ , , � I I . z A � 16 i . ii i 5 1� Ij t. t�,, t i I I � I I I 11.1 1 , I 11 i 1 i i I i k., 1.1% f" : t - il; I ! z -0. 9, FIRE RISER LOCATION I . . I : . , 21), ....... . . . ............ i . j . ............... C�-­----cl .. .... ............ 0 ...... ......... ... 0 ­- 0- - (E) BARBED WIRE FENCE I I . I �� I I 71 ".. >\ ljl;�79_0 q i li�� ________...;­ q . il 1 �. I i . - � I . T 16 ,j 'y . . do 1. 11 I S i ; ii i It i : i I � ,� 1. 11, I i I : 0 U/ A7 � I i .- 14 :* - : � I i I ,�_.,_.­','r­,.m... I /ti m 0 PROPOSED GRATE INLET r . , . . i i , I (111) � '11001�1_�Ii H, (E) JOINT UTILITY TRENCH . i I __�� " I r � . , .1 5 O/ I I -1 i \ i : -Ir-r ........... -c"'i I I . I . ; I I _`� , tt� . . I I �11"__�L__­._I_p I ­=_.=:�, . i 11 i I I.". 11 ­_ ­­ v I .. ......... 4 101 14 F_ U I . 11 _x I I I il'; - ­­ ' � �-87 7 \ -11 A 13 ­ \ I : ,� j- � -y . d I I i 11 t li i ; �� I % .11 I I . i : I I I If I N� �� 111 I P-11 \ . A E D RT -- -----,-,-.,, 2 . .. SEE EASEMENT I EGEND ON SHEET C1 - - - - - - - - - - - , I I i , � OVEREX LINE . . � w . I : I 1 5' O/X \ .r-.-,-,- /­ - ; I \ I � , **' ,/ . I CONDUI .;.< ; I , *' �' , . I i - I :�% v, I � L ' � \ i t 0 , 0 - . I ", ,� I hi r. v )p .1 1 52% O/X t., ­_,;� . ,/ I il I ir t, f� 1 , ----tI! - -i _ - (a - (0), - I __ r, i \F ,3 i 7�& - I, ,pr ; 2 0 00*00000*90090**** * LIMITS OF GRADING ­ - _�_ \ . z ; , I - - I : 41, 1-1, �, I ,P<A�, _­� I I . . - �� " , , ,/ , \ i I : I z I t � F - 5i , �, \ i : I . i . � r -_ :11, , i i . I : � � - I ­___ I 1 . I I ln�ip — i i .: : . �9. < . I - i N \ \ i 1 . I � t I: i FF=371.65 I ____�, -1 f �j 1 . 43 �i�,� 51 I ON DESIGNATION: . t I __ � I . � I , __ *0 4�___ - 1 71_� - _r ---- -11 \ - i � I . . - , I q j I 1, %) . � !__e i ", / I - �`l --- __j I 1% L;�, /Ib.� 10.1 r1____,_,_1_11__, q) SEC 1. . I i im i I / I 'S 11 0 "r ( 'J" 30 71t---- J '13 : __ Ir /- PIPE SIZE : Ni . , ml 8�"�' I I 1 T� t, \ ", ..I.i 4 I � 11 ___ I � fi ;� I , ! 7,11 _1Y .. f ! �� I I I ' X IR5 _____ I ?I ..... I , _� - "'__�­" 4 ;, / -- ,� `TION LETTER I., i I -In I ri. � 1 0.427 1 .17 -;�, J_' I- '.) 3- ", ; � SEC . 11 __ I !!�=O=ac r i R �� ., _ I -J : I-- - 5' 0 , " I - I,--.--.. - �41__ `� Ilf, .. \ �_- ! 0 1 � : . 615 1, _%'t ­ I I 1. "I 8"S- UTILITY � � I I . - , - 1 1 1 x . r_1 ! ,� � . I ; Z' ak5* OIX- 1p, .i , (A / 11 I 1 �1\ i I I !I I , � ,,� - - j !F-60 iii I \ CONN -i TS �_ A : I: i _" - . .1 I � ,�. SWR=SEWER DW=DOMESTIC WATER —_ 1 ! I H � I . W :1 . I ,k. z 51 . L_ - - — - - it I ' � Ix";" I (\ "I & - I - I ----------- I f I 1 ---'04 — j . " i : . i i 'Ili '\ -- ' OIX Ir"il , z I . IV \ 8 r 11 . % DRN=DRAIN FW=FIRE WATER I 1 1 11 I r I � x '/, I ' __._ .................... .. , . -- I-- .-._1__--- I A 14 I A — - - 10. "I �_-9 ,A_ " . / � ------ I , I '/-) ! I ",-i 3 i / 1�_,`_5_1 -- i i �� - ,I -------7'1. . f I 'A, _� �1 1 1 I . I I 10 - ! i , I i I i ; . � - C14 ,�-t,q I i I 0 I �! l 1 11' I L.11% � . . . z I ,,& - G=GAS SHEET WHERE SECTION IS SHOWN I i ,,, : ! 4 . -1 13 I i !,,/ t I I f a 1^ ( � 11;�I�j I/ _.­�g�,______� - — -- — -- — - I � I 11 I �: . . A&I 1A . IIIIIIIIIIIIIIII11W - _� I � ,,, 1, . I go " i � 41' "I It I �t 11 I , // . - At 11 'I / . ; I! I i -_ I - __...._ ---------- I 11 �, I It It 1 -F,, 1 _< *1111111111111111111111 --i --- 11-1 - : i - i, - %J- - ' -,'-'- 7 1 I i 1i i 11 I I I", .R'� &11 - . '0 f � .111 - 2" UAS t \1 I/ i � r 1 7 14E �� 11 r �% . : . 5 6/x I 4`1% t7olo . tz6v I, _-6 , -G--..-. �W*Www a ***�% * � .... - ... .. . . . ..... I 11 I 'O z r, �/.. O& .... . . _ C .. .... i ! I J! I 11 ,�5' 4 i i I i / j//r I � i � i . : - — — __ 0. I ... ......... � .: I __" if z � - t : - j— Q�__q .57. \ < ' —, GRADING CONSTRUCTION NOTES: I I . � i 3 tA . ::� � ..:� . ... ......... _ i i : ��) 11 - , y i I ill - . I =. . , . - . / *-A / . I / I __L____ I / P, \ � - / : ! I 11 I I . I I I I I . I I - \ I I I / �_ 11 0 � I t " I \ �, � � � - 11 z : 7 ___r -_ - - - �, , (j) CONSTRUCT TYPE "C" ROLL CURB PER DETAIL 1 ON SHEET C6. .. I : L_ 0 -_ � 11 1'� ---.1, i.7., 1 ; 1 III I : 11 Y I I j . I -f "", �,\ I : k W ''I > : I , by. : � , I ji / 0 11 - ­/.... \ ,�� I i i 11 ! i I " '6 f ---------- � rr ,[:,,.:.r 'o` r"'I:t �­ C-1 ---- i$ v ------ ��-_-_-739, f , I �, 0. " - _� - ; X, '01, ) Bi'�,RRK' , ... - 5 - - - S I \1 1 0 0 - - � . - — � — S - 4ll Jql I � '� � J, . , �N 1 �\. Ili 1 \7 % I - 5'� CONSTRUCT 6" CURB PER DETAIL 5 ON SHEET C6. . ILI, - , . __ 11 1 11 �, � k__ 0 25% i; )�� �,, 1i 'T - _7 .d - t>1 , A I I �j T- r \Z-/ i'' I I'-, t I / _­.- ---=P-- X_ U. 0. jr., � V. - v I I I t ­ Kcr 1- I I \ 11 1; I ii I );_Se,��; - - t 7-51 _\ � - -.-� : . i I I 11 1 1 \, (J� J 11 ,,, 1"', . _/ _� ir 0 - I 1-1 \�! I,/ 4 - I , ; (�) CONSTRUCT TYPE "B" CURB & GUTTER PER DETAIL 2 ON \ -\,\ �11 I I _. If" 6 .11, il irl.. �>, ,A\, . __��Zc ' 9 (p.- . < _� � 11 I : � ­ - - �4-.f ,�� ,�- - 09. . .... I* �� - ­ �1, 1, �_ ,4,!�.,/ " \ 14, Jj6_1- ri�_ " 9 _\�_rl. - — - — - — - — - - .;, � i :z ! i I � 1--`11, � -i 1 ��7 1 _>� 5' O/X ­,�, to Q �1 il]PPR())�'�r` . SHEET C6. I 11 , . . - OF " 'c. ____ _N��', , 91 - !I I I lc\� k\) ___�A ____xsj_,____ ,m" 61 I "'j" - . I - - E HAACOCK WAY — �.__ - 95 i 11<19 i I I I _-, r I --- ()� � I k __�V. I "I �____ If I . -t1111. ,� I I I , � . i . ; _'� � v t 1! 1 11 � � j - _/__T_i I rR 11 �/_______,,21``/­% .... _.- ... % � . 1 I_-5; I'll I I 11 z + - I '11F_'� � I __ I / I � 1 1 1 f , '. N ..... � , I . I . i L ; . .......... - . . k - C'" tAi,"J" ?R "At..GHN - ' :: . I I I' "I . i 'Alp\ -1-01 - ­_ "I / I %-I � t....-- _...., t: . ............ ___ .................... . .. 1, , - 11 -- 7 . . . ............ '��l , '. 4 �_ -, u� ----\ 0,` I (�) CONSTRUCT 4' WIDE V -GUTTER PER DETAIL 3 ON SHEET C6. . I i 1 I z "i :;�� I I, �>, 0 - 6- :�� lt%,r - ""' . . ..... 10""i , ' .- - 4 4 5 1 . . A � , .0/q . - p ,^;z- ; � I v ,,, ry 0 1 "V ..'..", I . __ , _._______. I > — . . , S / R) I., ..... ..... -_ --,7,..r - *____ ­­ * -_ --- - -- i I : I I , "11 1 *70 � 5' b1X . .............. . v___ . I A( , , �, " 5' \ /�N TEMPORARY SUMP TO BE REFILLED AND RECOMPACTED PER PLAN. i � I 1� i I I I , C'\J' . , . . .... \=j . � __z) U A . ; �- . ,, � --i­-Q! __z z i : 1 91-6 � 1� . . ................ ­­__­­v� ,\ I , , �_,7__ - — - - — - - — - TRANSITION CURB FROM TYPE "B" TO TYPE "C" -SEE DETAILS 1 1 ! I c, I i "­ I z , - ____ � ..... (b d + I : : /" �F i - @ -1 - I 1 tH I . : . : � ; I .1-I.- � / a'\ i : " i I . --p, I/ , , i : i 11 ! 1 0 ry . 1 I I j I I t t 1 1; �ci- - - -_ - , \1�11ill __ . __ : -.1-11-..... ...... ­­: - llr,7 ''. "' 1, - , "' ? - ..... .. ___111 ....... ; . . 1\1 ��,I!t ; 7.! iii �,� J' 1 T vvi�,,, 1; I 1I i I , ." ,----.-r '1,1- ­ t______,__ ......... . _1 . :' 370.6 �i \' I i ry 0 1 1 I I/ _T =370.7 1; " Fj - I - il FF= 3 5 ! ! I I I I . v N � ilil A '5' / z \tA. .. I"'k, 1 i CL I I "If" I , I U') . : ,�-_-gA I I , !FF=370.34 / - - -,,' I ,=. I . . . _ I - I 1\ : �� . 1 1 1 " I 11 1 � [I: , I - I � ; :::: : . , 6 21' ""� " I - - " . I I I I " 'I I : ! ; 1 1 � k, 1 . ", , ,,/r,' , �", '� I I - .. . � jl�__ 3609 v I kp �,`-,��'4 (D CONCRETE WALKWAY -SEE SITE IMPROVEMENT PLAN ON SHEET C5. . i y § 1 —5; 1 41/1\ g. 6-5- ,F' __ . I I i . i ]�;7 . ".9 I O/X --I 00 �011 .W_._____ lj.� - 17 FD. REBAR WITH PLASTIC CAP IN .. - - I I i 11 I I j � / i �1�1 - �\ 5 - 25' .t_., �;�� ....... - I :_,77711,�1�7 � �� __,,:��- .I.... - I i I I i �_ 4 i _111.�_, I i I x zi / r 0 CONC. MKD. LS 4714 (NOT IN L.H.), RAIN LINES -SEE SEPARATE UTILTIY PLANS. . I I . , I I 'li / - ��- I A I I I . C47 "I �11_� 11 _.__ �=30�1./Ul 1 . I I.- : 1 I , I., , I (5 .4 t / \E�/ . I � c) il . I I i W , . .i 1. 3 I �, I " A . I ��_ . ..... � ........ - I :z �, \\Ill vc . 1\1 11-1- 1 UNIT 1, M. BK. 50, PG. 67 ADA RAMP AND PARKING STRIPING -SEE SITE IMPROVEMENT �l I ii I I I i f i �Nl 1: '\, 1' N' ( ' ' ', !:,') -- i,1V �,, K r 'v � :1 ­­ ... ­."....- 1: � i I . I ;: - , " I i ti _; ; �, q .t : � I : I'] , " ; y ,// 1'��! - 5' 0 � _N� ; I I 11. z \ 1 ±12" DEEP PER TRACT NO. 614-6 � (�) I ! i I I *��<j 11 I �, i 11 - I p Ill i 1 11 ii41____ I FF=371.65 r\ \. 0 I'll - : (N : Lp I . i . I U Fv _11 ­...... . .............. �j I 1\ i i i! i % I I !N . ; 1� i . PLAN ON SHEETC5. 01-1 I '0� 11i it I I I - I . i c, i , TYP. I 5B.1 � �, � I I i I �,'vj j I i i ! 11 L i �_ LLJ I \, , I � i t .1 I , �,.,,, i ; \ I i ,ky I I ,a I .� ............. ____ .......... '56c�' O/Xj ,` JI �_ I I 1. - . I A - It I -­ I .. ­­­ I i i I fif I (f) it, \ I I -Z_11, z.,=,--::zz;;;;; � p - � ... --E I lrll .... ........ ­_ ......... �, . 14 It - � " I � : i 1-7, g SEE NOTE 4. . I i < I I �,_:_�i lk:tl . r . ............... - . I zz"� I . ci - q ­ - I "I � 1i 1 1 \ I .. ..... � �., .'.*.,-z �_,r I 1 � ",\ 01 ; " A ��oc \% 'k! �,i 11 , -_ ­ ­ - ;r �11* -:z ., I qD CONSTRUCT DRIVEWAY PER PLAN -SEE SITE IMPROVEMENT AND ! I � Ii i I i Lr- � I � ", I t(ND 6 4 5 k ­ --- - 11� , \ _f I � I 11 ... I-- �1,z�, I DETAIL 6 ON SHEET C6. z i i I lliL 11 I P, < _., �'11\ \ __ 5 I- ; �11 �jixr " ---­­-., ;, 3� z , "'g4" -d6 - , � k___L - 1;, ! illi ­­­­ .... , ...... , \ 1131�1.1)� _ _ i ! I I Sly ; ON 1.� i . 4"9- Lj-j . __ �X F, 'Ir_� q�! I , ------- !zp_,r. I I I i -) . � I I 1- 1 5 i I ... . I . a I . : \ ".,� \ 51 0/X_ - . I : � ... ­­­__ ............. . t �i 11" T_ I _� , -71 i, i � I - 11111 I ! I 11 �:, I - 1 (�! 1 17 - " . " ��, � I I - \ �jl , C7 q� CONSTRUCT 8' WIDE V -GUTTER PER DETAIL 8 ON SHEET C6. :t : (,()I "". \�', -1 . ., i , . . ........... -_j ", "V I'll I I i � H I I � I , I I ii,?, I t .- - - fl) t 1- /,�Iblv il 11 i,') .,�' I /-N . I ... ... -------- i i i ti!l I i L i --------------- 7, \ - . ­__ t, I .__._­__ .. .. ........ . ........ -1 - �-5' OIX­�- 11 , 1�, . I if I.; . -L- U) . I I \ I� , , I N I 11 I -_ - - ...... I ..... .... - .4 . ..... ...... --111.1 , , q� CONSTRUCT 6' WIDE V -GUTTER PER DETAIL 9 ON SHEET C6. . 11-i I ID I \\, I �� I 1 1 i t i . . " f, I .- -.111-111 . \ I !, . . . j0r�rr i I iii i I \1 I " . I ) , , I ! I I - P-11 W� . I , I �,�;­Z­,-,:!,: i �,, L I ,V, . . b ju ........ ,;-Z-_.1 I ..... N r� -7, 1 19 '. I , , I . 4 - 1 z , . 1,1 I 0 I:zo [f � . I i � ­ �A . I \ I �- \ 'j.. - ", 1 1 1 .... I . . ......... - - � ..... ... . .. � __ � ..... . . . . ........... � ..... ...... Z_ IN . ...... : I ' ­­. I . C. . 1 Ui I ! i i I I \,'r'* L ?.%. . 1 � :; A.C. PAVEMENT -SEE SITE IMPROVEMENT PLAN. .1 ,� I I . I - " I - - �, I.- I I __ I i . . �R . I i r., jj!�\ � + . I h % . . I ? � \ �� r:- V 11 -ix- Co ­ - I . :-F� 4 N. N, � ­­.- . ­­ I- ,F Iry - .It 0 X ; I . I i ; . - ". :i 1.1.1 ..... ­'.$� / , ' I �; 1 !I 1i ,I .11 - i I I tl� I f �1' I i I - , DC 4 \ I 1% I Vp g .�l I - ...- i , . .. �__/ : ,��,�, �', ,, 1 -4-C - __�_ 15A . . . . . ........ - D (O �� STREET BARRICADE TO BE REMOVED, SALVAGE IF POSSIBLE. 1 ! 11 '11, I i / % I'll, I \-rA 11 5 0 . - % .1 t � " 11 I I i I /X �� � . . I I I I .... 4 1 0 - �;_�_ 1 .1$ '.' I vv I . I I . �.'6 r.,,_ �i, . I " i ".".111, 11 t I /X - - '61 h I � i i \ �T : ! 1 I 11 1\ , I _­ ­_­ '' 11 I ..... . . i � it, , - 5- O/X \ \1 I %--/ ­_ 10 , N--: � A k I �G, 4 I 019 � b vc . IV. I . g CONSTRUCT TRASH ENCLOSURE PER DETAIL 16 ON SHEET C6. 11 . il 1 i I k ; 1.9 I � il I , i ; i - - -1 'J* I � / 4 i \ I . __ !.o, �Y, 0 .1 6b . �! 51 D' I 1� ; 11 I \ ,'�'_ . I FF 371.1 0 ; "k-b\-:5�, -6 1 1� ��,�� (5 1 y 1 I /' ---,-,o -91'!-���-- '� I 1 457 --- - W� ,� I : 0 ­ � I I 11 I -P - ------------- " il I i I l\\\ I gi I !I . it __ ___._ - - / I L__ ------ I 1111111-1-1_1 ­ lv � t � \ 0/x- --- IV - ---___��_ 4 1 � i I 'k ; _11 _�, I . . - 1 1 1 11 , I . . N - . -r-: __.W� ____ 1i 111. - I . I - ____ . r-) �q OL I . ; . I I � p � I /I Id ____=r4R,_ : I , � . � ; I .� 4k " \�� q� CONSTRUCT ADA RAMP PER DETAIL 10 ON SHEET C6. : I it . I \ t z ; i ii I : I I \ %%__� . ............. ­ ------- ­ 1 $�_ 7-4 - -_ _f_ 569 - I A 0 O/X � _ . z (0 (3 I I I ,-,O\� 5' 55-Z- f:466719,4--� .1-9iw- ­ -, q� BLOCK WALL -SEE S TAILS. ', : ; ,I I � I ; f. It? � . I " Irr I I ji r I I . � . . b I ic i G �� v : I T10" � I I : � q . ­, I. , �7 : . �,�� . . I m 1! i r . . q . I -1 " � T_ i ; i I i 14-11 I . . z . j69 &T f -6 ;:�� . I 5 ci . I I! I i � I 111 I 1 1 1 1 1 . i i I W ONSITE LIGTHING-SEE ARCHITECTURAL PLAN FOR DETAILS. . . I i r i I ri. . � I I -bl/11 N<P 0 C) i q� ; z � i . - :. � V) ) ti I . - _f, ...... . .... ­_ 1.� i i . I /- )v � --- �_ 1 1 ill � I ',...I-- I z ­? _��I ; . . #11 I ...._­__. I ; : --- k ! � 11, , 1 *1161 � t� ,\ ��, I P i 16 1_� ---,-- �� ­­­­ .......... _� �- i z . I I 11 � " I/ � ­_ . 1% I � t ! I I / - . i -%9.61 T, - i . , � D r-� LO §! I , t., , , I , �� I I � . . , _____.;.�L��-______ I W ; I .� REMOVE (E) A.C. PAVEMENT, (E) CONCRETE PAD, (E) TREES, I . �F ,�4 ___ I All .. (0)7 r .. i i ,li I . 11" , / d- Ill I ­_ I p ,/; --- i Ivi �; \ i X I . 0 . I �9 ""' -I 1� ! Ill 'J", I /",� I - -7---, I I � � � I 1, , 10. 00 I '�' - ----. (E) FENCES AND MISCELLANEOUS ITEMS.. . ,\ I -1 ;� I ! 11 I � 11 I . , 1 --, ------- 5 4, � I I I �� C', _� I -- �_/ I �1) P. . (p cj , ��i i if i ," I . I , , I - ­ - ----- i 1) x : K111/_ , . i (I 1P, i I IRT �p CONSTRUCT EXPANDED GUTTER PAN -SEE DETAIL 15 ON . ; , ZIZ�,_jfi F 7` . - 1) j I 1W - . :. F_ , �g_"J-f - �� J.r3' 377r - t�� I _11"... ....... � i I I /11 0- . 4 \ '_ I �1\ 3/1 .V- -11- - 0 � -.4_1V1_-_ t _........ ..... 1-1--W. � I �, //" 11 . 01 I I I � " , ��; I a,- . . z .\/. I i \ � ,:-., i i , il I/ . . --:, _�D /X' 1 I__5 0 (D 'r � ­ .p I / I � \ � .... . ... - - - Co- - SHEET C6. , �, i r 011). U_ \ I ........ I q '...- . . . .......... - I 1 1 G. B. 0.25% ____ t, -_ i�! -/ /4"i 61. __­ , '' 'I I : , I � i i I - - - - , - . � I 0 1 l I 11: W /` .1% z ... . .. . ... - - - - - .....- - - ...... .. __ - - __ ...... . - .. - -i. ,-.---4 1 ; �`___ ­_ _. 1J, - - - , I - . __ . . � J/ i . I -6,- . i I 1, : . I ; �____ I I ­­ 1 1 . C, - . I I cc fu 6� It !!4 , I I 'r � � . ,// , -, . i I 1 =) �� I'll .- . w ' ,i,o " ; t " ­ z �.e 1 ; � 0-j_*� 0 �� � 4 %:41 . I __­ �- L� �_ = ',�Oxll ,>- _�_ �p n I .___� I ; Z " -1 I - I 00 i - � _1� I I ; 11 I . I x U � I ..-T-11, -**-lr- - . I / I i L_ __._� . " I I 4, R ___ - / r10 �11 1�' FF=370.0 , I c; m /')')\ CONSTRUCT 4' WIDE V -GUTTER PER DETAIL 3 ON SHEET C6. � , _ -1 � I ___ -1AF - _j1>1 �( " i k..) 9 10,tp : . ; - j 1 1 ";d I � 7, (I __,_�A� , I 1, \ AA_ i I - - _ . � : --- \_7 - __TFP I I - tl� . . ...... - _. -- " I I I -r I - I , ,__ - �., : 0 m i . ! I ". 4 I_, Z.do I - X^ , - I �g CONSTRUCT WALKWAY PER DETAILS 18 AND 19 ON SHEET C6. . � II i . . . .......... � .... � ..... . ...... 0 S r. �� I 0 1 : : : � L'i y__ 9 .... li 1 1 1 1 i­r- "'r :E � . . . I - - 4 _.�� i I �w : I 0 4 - I .1 ............ ­.- ... -, : < . . : , . I I X, ! I 1 12 I . � � : I " 11 � I 1 �i V ­ cc _.j I : � : 11 i Li I i �v / .---*-,, I I I - -I%k 1 I I . . t 2 .� I i i I I ,r4 i I . ,9 ,_ . . 4 \ I,--- I 1, " c, mwm - - - - - - : ; 1 ;5 p : � I '0 � :! : _.______.___ I �� STRIPE PARKING SPACES PER C.O.B. STANDARD. . . �11 . : � I+- � � ,.- , F i. \ \ .. ; : I : I __1�11_% -, . = ­ . � _j I - Dv. "___,1- 11,_.___..___ _ j, - . . t I : 1 25' 1 1 1 ­ I .T 1 . � . . I,'---, . ­ ri I ,!! i I I : . --1-1 ... . ��___ -...--T i � I I ; . --w i)! I I : I . I ..,-.-.-... -, : - ... 9P .. I I I .iw,�� . I 2 FF=370 40 1 - FF= -w- t i 1 R mw� . . .. . ... *..' \ I I i < t5 pi. ." Ir l' .... ..... . ... -- 37020 �11 - - ­'­ i,4 If a Ir 1 1 D;. i I � �_, q . w L x'-,._._ . I i I I ,­� ��--­ `44�, Off I 111 I' __­ !!; I 1 I 1 11 9 K PER DETAIL 13 ON SHEET C6. c, ,�, E I _,­ ­-_ -, ,f',\ ­­-, . I I I I 1 -,_,'.�F ��:-�­-L_ .-.......-�.....-.�,.�.��.����..�� ... -..__j.__ 11 . 5' O/A— -1 -� , _-�_-� , 17' 1i: if! FF=369.31 , . �. I j � I � U) T��__= ...... I I '--. - . ; - , , , __-:�i��__ =­�-�, - .1 :,-,-- t - ; ; -- __1 . t O�IIi ^-I I . I I 1 th. I // I - - :�� ­ - � -��., '_ ­ - _­ .. . . ..... I - I i 1), I 1 ! � 11 . \ 0 : - , -, _4* I [_ i I I Q)j . i : I \ I i i -z �,.-_-Z_ - - �:;�� I _.�, 1 . t.lp. `�i I . 'L 0 I I I -, ­ I " � 11 I / I I i I \ 0 A_ - -- ­� % 5' � �_ , _�� __�,C� \ 1 1 - a: I I k I-. ­..­ __ _.... ' Ir ,(' - -_ . .... . �___ '- oe v - i 11 I ,, I - --'I. 1 I " \ . CL -cz i�� I / 1/ I- _ - � 'I, I ....... I-- . ........... _.. I ,, !o 1, �-,, .t X - (2 q I N, - _ - `$ I I . - �p I Z. - 5' b�k kk _:�_ " 9 1 , ", 40 z �� I . kl�ll � 0 1 i i if \ I I t__ I., I /l -J,�-t,,,co -, I J/ 11 .i I 1 \ 47-r__,_ , - I � �, I I - f i . A, t " Ni�v . i -1 ______1�1�1 � , : , . - Ix- , , I � . . ; jcj, -, - 1 ,�p 1 Q '11" I TV!/ \ �� ; 25 11, I �Lrl i �� LANDSCAPING -SEE SEPARATE PLAN FOR DETAILS. 7 1 \111� Ill 7 � : ,. - - - I 1 � ! !! l NIT ,/-�c I 1�, ir IH (5 , ��% _1 I . 1. l: ,­� - - i- I� i ". �g TRANSITION GRADE BREAK TO TOP OF CURB. _1 _1 �> "I 1, " I --�l I 0 :::�- - 7_1?__� ; -, I 1 1 I j :o�__.. rF __� If I ­(-'� 1 - ,W . I I : I I.- - ��:" . : -A � _Q111, i % 1 . 1, r" . i - I : . x 1 \\ Q - - _�_ - - - -- p i P� I I I : I . , i . ­_ =_ __ __ : : i , . t . X \ , - I- : i ... - -1 .... ...__­ ..... 5 6 k i ........ - �I�i - - -11 . ...... _.........-1 A ...... -.....1 17-7! - I -\±J- -11' - ­ -­.­., E _`\�_, - .1- / -- ...- ­­ 4y I � ... t . ..... - . . . . ....... __ .. . . . ...... j ...-- . . . ..... � - 0 " � I", " I � I 1! I -,--.,..FF= 37 1.1 0 - ___- _' ...______... - \-: 1_1 �", �5 .7 J: it a � i Qc W - , � Ill i i I _ ­......, 9'.."... .... __W7 _ . ; . . ............... -& I I , \ - / I �� ADA PARKING STALL - SEE DETAIL 20 ON SHEET C6. - - I . ....... __(� , \ ""� 1`1 : � ji! - 8 � .. ...... ... ­_­ I I "� � � I -.--.--- 0 - ,f: q, - p, I _ , \ - I ! 1! L\ I i '. I ill I I ,xv/ � f-, .-I......... j .­ ,,�-�c, , )" ;��, i �.. t I- SO ­& --- I.C', __11_1_11��,__. _ -\11 - <',, _..__<�U I - - u, i ­....., ...... ­___ ...... . ­. -,- \ \\ ­,�Y�� `­��­ Z�, 1'qnl� - - CONCRETE DRIVEWAY SHALL BE 0.50' CLASS -Y 1 1 I : :� C" .1U j If �-­ . . ..... �)­'­ .... ­­'_ . q I , 1�1. ',)1--X ­­­ - -�zz-...-�..�-�-i;",�-I..--""--��t ... n- ­ - ; i I -4 _( I q /_.1..-_- -x ;:1-__1_ ... :7.:�4_ j : m i I i �, �� I I q I )� �-! I I., ... ....... ; N t W - 161-, , .. . �9 - I <-,�,, ­ --- ", , I . _11-1_11 Q0�9j, I .- ,__ ...... -?-)--.--j 'c-_ \ �_) ­/ _�l : r ......... I I .", ; � P! -1 5 ) �," - f%17 I I I . / � I 1 — " � . : � , . . . ....... � . , , I . I 1 13 zl�ll �_,� 11 . . ; _"i�4 _____.1 Auzz . ,b RELATIVE DENSITY. ! I . � I ;I I I i. Z. I j � 4�\ 2.7% 1,,i ; I I I I I _"�� tl�A 1.14 I........ . ,�p t 11 I 1b, ,�,,�, � ill 11, 11 7_ . - 36-9 ��_' - ­� A- I. .... - CONCRETE OVER 0.50' COMPACTED O.G. TO 95% 1 - \ \ jry . .Z, , � li i I 1 6 . I I . : ,,_ ..... - , . ; . i . \\ e 1; ; ; � I &Z�' - K1:2 � �� It z : I . �zp 11 1 " ---=."== --�:----:--�::..:::::�-.-=..���.- ", I I F � 4 ........ 1, " \ : I il ... I ... I . . . ........... j I/ \ r . ........ - ------ ­.._ �:- L ,,,-? 1� k . J�z � �.cd F,9�"�;. I I - . I)1:: I I 11 li,-_-Z.�_�. , �c� . 11 � '\-- I .)� I Ej ". " ,�, �g_ 'i I 0 16 : I �t>, p 7 W.1; ;I .. ' - 1-3 ; DIN I I ; � I I 1�� I— 1; t_-_ ­"" . . _� � �1_ , , �WP 160 ,_ j -p . 77p � N, --.�� . I �g A.C. PAVEMENT SHALL BE 0.20' A.C. OVER 0.45' AGG. , I I __ ,I- _11Aj.jp 5' , ,� 22 : I O/X /X ­ I ,v, - __-_ ..'::­.. . .... �:::�:::: -::Z� *-- �-_-- - � - �,­ ..... �.,z,�=-. � I z li --- I / i 4 ,hw- - r_ 1, -i i._` I : : A q I I . i-)�� I _Q-** , I , i I ; i , , , 1 1 ,, ....... I N'�z k "I - -�- - -\ � t'', I i . _�-rc Is, J� .W' I - I __ , � .7 1 i . - ; i \ ,-",- 4 i �� I .p . -_ - a . -9 : ; i "),""' I ___ I � - r, 1 N . N�), I � I BASE OVER 0.50' COMPACTED O.G. TO 95% RELATIVE : \, ,Y70- i v - 3;7,�j , t �,�' . z : '�� x t z 1 ; 1 : w w� t -FC i i �b,90. � . I U: / I I i z . ", 67 -11 h : 4N Y 1, � I \ , I . . � I I - . . P_ i . : - - : - �49 --- - ! �\ I U : . � , 0.257. Y . - � � 11 41 . T It t � I I I i - --- ____ i I I 'O � , t�f. / '4. Q111 i tt 11, 0 DENSITY. 2 I I I ,ety �_11 ; : i 1\ I r % - - - _� ..... . � 1 i i . I I I I x , - � \' ; 4 t I , J I 1 1 I __zz=� -_ j ��, I \ 1 0 0A. I I -- - i ., .% I 1 (:) I i � i I \ I - - -_ . "I Z7 _.._(_� i i I � :. I \ N� --- . , N - _01" i \,-r \' I, " H I . ; I \ ::11 II(Nii."R .- - I � 4 1\ )t- ­--±_<:-:!-= ------------ ---_:�:::� I , : I q : � i'Q - - i I i " \ - I : q : ; k I . z : . z : : � . I z . � 11 - I :) � i 1 J/// \,-, ,­�/ \/,--:=-=.��.:-_-_��:` . ....... � : � i z : : I �> - ,� , A!- 7__� 1 / vi7v_ .30.27 -,;'IV / ,(FZ- . �, �i, , 1 � i . 36 - \ . � i I i - - - \ % i � &I i , ­­­"' ), � � t I . I It -1 L - I . I i 15 ,�/,- '�� , z MTE L_Q - 11 T� 11 � /1\1 i �1'1 - , �__, ___ ------4z- - 1801 . � I 0 , _��57 -1 , �, i-��y I I -1. I 1 t 1 , Ill - / z ; - - L_� - � - t, -- ,4; r 5' q� ,_ I . ; 1 1( k -,c - \ /"-,--.---.- ---��'-Z__ �t.i', , � '� X I I / 3 ... 1. ; ___...::::�:,:::: � k� fI � *-..- -IN _. 1 ;�- �11 - $ ; ; 1�1/1 /`�1<1_,;.._._ � ...... - I ft . . t 1 -, --___�� 31DU' — rL 1��, i I t \, / -- Z -1 _ \ t I " � I f. ", \ I i 1, I i i I 0 �, z I � , - "�\ q I I 1 _,//'�� Iad) Z 0 - i 0 \0 1 9. - I I ; �-�­t,, I 1 1 �- ) % 1 _ . I I . I * 1� ; __1 gi>, 5 1 - . . - ��� --- =z-j.1t I I 1 1 k i : I i (/ /, * 1�� ��- 1 1 \=j 6 1 1 8 11 61�1 , �, ,; - \ " .�k`11111� \ I . I �=­­__* "I F4 U) -.1- . .... I.- ..... ___. I � i !, � �� C-4, r I. ,I---,- - ,� \ \ , . . i ! . :�-7�::��.---,**.-,:247-'='�-::��: , El .... .. -11 I P. 111' If I ; 1 1 I 11111 11 I : - ./-- �0_1:� 1< - ----- I , \ v 0 /_ � � z I 1i . 11. I - - —D— - - -.c D " , I : � 11 I,, -- l: X. S..::, 1 &i1,:."4 _YP 1.11 M 20 TC I 3- - —D .. - .. — . .I I t �/ , ,­ \ \ : . I i , 1�: E i ... P!P!�� 7 - c �11 I � 1 i z : -1-- 1 ! 1.)6" 1 :: - ; :; I ! I i . _)���7- 21 18 J169 �7 ____ - t \ \ 1��,"�,, \ �0- : : 1 '368, - " 1-1 III / \\\ \ I \ \ : : T, . .- - __ 191- ,,;-, _,/ I " t V; 0 1 1 - - I _� , e I - 4 _­ - ill,� �_� 0 , i i � 1, _� L 8� 11 � I 1: i , ,,, \ I ,_ )--j. f-, it �'. ," -_ 59.0- I - - ELNI -4p tc; .11.1111-... '. - .- \\\ \ ; , ,\ 1, '' I : z _ .- / ___ __ , G I � Q.2�7 I I (1 I , , I . � / , 1)2:_�=,� R!� \2:-< m i i I I I - M., - I I /V 11;tzz�__ I - 3 12' 1 11 1, JOIN TOI�/// I � i . 1\ 1, 11, - . - . . I P. 8 , \ ''O \\ �, , " . - / i68 . I I_AI,J I IINV / ,::�� \ \ . � '16z , -4 . "I "I I * / ,� , \, � " " I . : J L'If I I , ! I �,-, I 50' 1 1 1 i 14 / I \� \ q i I I . 45' ! I 1 1 ------------------ I q - ---- --------- --- \\ \ . i I ------ . . :: f Hij � , f,1,\'- 41 i . : i I . - p � i 1 I b I I \ . �111 - I . __��rcl_ ; . . ;Ump/ . - i I i 1�1 I I I !I; 1 �­X, Z 11 1< I I . '001 I I ­ V� ! / j / � i\ ,,, ", %,i , , x � 1 39' �; U ,.-.-."j . ; r i i I \ \ -_ i - ��!L 1+ e � i �, I " � . / , r ; 11; I I , � , ,\ \ '36 , \ ____---D----_� . �, r �A- . 7 _ I p i - ,+�'i ) I I \ r � __ ,11,1 I .. I I — p I .",\, \ �� :- ___� -? I � "k+- . - & 4 /,, -- .&___--------- ---- - -, - ­ - - + -4 , , k\ 3z: � I � ­ I "' : . : ,,\ ; . , .1 ..... ; I I . 61 p' -',4f/ a 1<1i, iz . , \ " , 11 i , I ­­,�f I - 11 , - I i __614 +!`�, \ 1 30" SD : I 1.1- .1 I � il . :iuk C) 11 . 1� I - 11 - \' , : .: i 1�11 I - � � 41' Z�� Al - I I 0 t: - % , .. :? " .. / , N, i j 1111'1.t,,��, I I " 6 . 1� _t:1 -1z__9 1* i i \ I— . : - .. I--, I \, . I . I 'I.,) 1:1 I I 'I, .111, i/)': -'r, i �A ... I , ,\, \1 . i i ,!�, � 1-11--.7. S.91% ��/��,.' : . I -1wt " ,,�cf) I - .. \ . \ , \ ,- , I , , A � I W % ., .1 L "I" I : i _1 : I- 11 - 16 — �, !� ___� : I ! 1-1, - " � \ , i� _... I I I . .." I L, t ­ �V> I* --- ­___ 't 1( � 737. 11 \ I � ..,./ 7 �r :i , L III 1� I If 1 - .0 bpo_ b ,� 1 \\\� , N, I . q : I 11 1i 460 ; ,k), \ . ju.;­ . � I 1 '3 —.7 /.)L-- -_ ll7­7- I / \\�, " \ \ , 11\ I" I . �- . ... ; - : , / 1� I . 1 1 1 1 - ) 11c c:_> l / z i " , , : � � - j / ,\ / \\\ , , . I - 1 : 4 , 4 �-) I : i � ! ? " i ; I �'[ /) .V-% itA 'j?o "55� \ " . I � - \ 69, :rA- � r ; , ­_ , . � I .� � I I �j ; i (,- ,., ", , z t i r�, 1 i 'r, -1, ii .11 . " I I I i - la- � � -k �, / Z, __ _�', , I. . . : � z .... m " . \ ",\\\ \, \,\, 11 ,0 , ­,", . . � \ , I 1 z."los ­ Z /I 11\50 I - 595 ::: '��, __..____ ( \�\ `�\ \ \\\,,,\,,"\\ , ,__� . i i I . � ; i I � \ "t, 1 /, I I , ,� ; , -9 \ \t 1 ; .. . .......... ... . i ­ : i 1 i ; I 4 6g. t I I . t .... . I 1 . I I I I I 1, ­_ : ... . I \ , . ,� - 7 1 � ........... ­­ .... r .; I , ir , " 157i 21 . \" \ ,\ \ I / r W tl I '? , ......... . .. �' � . T I 1 z it i il : N, i 771 --ii, I � : , I It\ I "I,\ 15 r I i ! 1 . i ji - ''. - "I \r \ � . z , I ; : 11 �\ 1. i 1-7 N '' r, t i I I I . ;. - 'y t . .......... - ..... . .. ........ r \ . " .41 1, �\v i i ,�,�� \\ \ � : � t, 0 4 1 \ ­� - - ---- ­�:��: r....) . CD fl "31 . �\, Q , ', ... � -�- ------7- 11 \ . 1-1 1 1 ; -- . ............ . ___ ... ..... -i ­ ) a , I 1 �,f,41 p 3 . r I Y i t:: 7 1 , . . 11 - 11 � . , - ........ ..... . 7 - , : I I � (5 `.: ____ m \\ : r� 11 I _( v + . I ......... . �. -1 ........ 1-K D"T - - - ­­-­,,, il 1 L. i , I . t L ' < ... - ,+ll I 1 v 1 - (31 .��­Q/X ., 11 it I A 1 \`� 1 1 1 ! ii i i - _ >\ ___ .... _ . ; : I : \�, I A � 1i ilF . ..... r_ ... U 10 I i C611 - I I I ,\, /_,�,­­­­ : - - - _1 . r .. �". ''i I \,\, ;i: : %L__-., . . I :; _i_ - -1 � .. I )HIffli; - " : . : / 1 1 .- r . ... ­ \ \ .. 1. .. I " � . . ... .1 \ t ) \ I , : �; i 1. -11 > I . . — i :� 1 1! il : i ( T D t \ " \1, ��,,\",�'\ ,,_-F- t .. I t i ! _.�� \ \\ '_ I / I YO i/ \ I 1, ; I . _; . C \ \1 Ili . . . ... ­..� - ,\"\\ , 1. . 11 I- . . \ \-- , :: - :, 1 �, i � ii I I 1; �_ , I - � 4_ C51 1 1 " . ` * �___o \\1 \ , "" " * i 1 l I I ,,, 1 1 1 1; f, 3 �,,,-_<,- t � q I I U , . : T i ... -111_-_-1_j . ! / Pill �:: ii : i t ( i 1 , if \ ..... , ,___� 7 \ \ ­ / I I " � - I "'�'<,,�,,�,� <�'__�_�_,� - , : / - I � I �"j I i /4�1"* 1 1 F . I I � i V911 I I -ro-39-f-r- ",,, 40__ rc-4 !1 ! I H � i 1 # . r, , \ \\ 1\1�_ , - i z . 1, I I // -)U, 1, I '/ � f, -1w., , i � "" ' , " � '� - 'ED I " I I t i \ " 1 ` '�`\\\�\\\� , __1'_6 -I,-,,-)-'- - - _­­,_,­_­+ . j. :z : I I t& -,-. I - C. ­ : I : � % I � N I I I `F=370.89 I �, / - I - -1 I I 16 i I i . I I A , \ i /S,�\ I 1, \ \\\ \ \ ­ tp I ..- \1� .�­� 1. ""i , � C-" i 11 22' 8 , I I �f , - I , I � I / . 1 1� , , J � i "" i - ". 8 I /\��C�7 0 I @ �. v , , \, I - > ---... -.-.. Z"", I I I..... ; ,\ , , i 1� , i - i \\\ 5' O/X mi i .43V _.lfk1A0 I �s J FF= \\\ 1\ (I` . H i I H i i 1: , " 1, -- i LA ; , , I I , I& - 1) C' vv=370.59 - 11 37039 4. f- I 1?\ i I i -� , 0 =370.5c 2' 0 : I - �%X\ 1\1 " --- _�_ "I - � - .v .... . _j� -;�- - -00 r \ �2' Lcul � I \ -"\ - __'��___:� , i: � � I . - - , " " 1� ­;,� ,0-- _- � -4 � � - - __�, ��� / m m , \ " 11 -I- _,�,��,_:, - - i __ / I 1� \_ ii //<� i k ill i - r � "I 7 / I , I / / I "( �, \\ � I \, -, __,,: __ ; I . . . /11\ , _�5._ i L. 11 ­ I I I 61 I :z i i ,I \ , B \, ,:_�­­:::�__Z_i_­-­_ � : I .. 11 - ____ - . . I 1, 1. -1-1 I , --,' i ; . . &? i � : r. . I 10 I �� Q_ ..III , I - " 1 / I r- � &_j 1: jjlmi� \ - ,.:- _.. ; I - I I I ----- : I i \ _ :: : ; ; i - �� I ,/ / , 4- - - _� i / . i 311- -_­,:��,­, " , -,. ---- -­,�---- ___ ..,-:-:7 - I I % ; : . i I � , 1 I :i I r, 0 1 -_,I, I - . . I. - .! - I I -, . � Ilk . I . � . I : I 1. I - --.1.1- ­- 1, I ; I . . : / �,_i .... I I .i t (-A , I. 11. `0 .1 I " . . : I " , __:_', \ "�>, . . . - .1 ., I '. �­ . : . \ '�_ - - ­­-, r . - __­ . ._4 1-- - .. .----. . I ­, in I H 11 ; � -_ i I �___ c� i ,( i :;t ; " - -_ - - _x .f_1 [IV � i .. � p I NJ I I f /' I X M - I ; 'k ,\ I J I .... -1. .1-1 I . 1-1 — - ....... - I I S . :1 I \ " � ,/-- J/ / I // � _` - -, . x I I I , -11- & .. I H �:: X, E �: , f .1 _.__11 ........ _11 I 11 ,\ � k .1 , -1 , i . 11 . I I -,"'l- .. — - \ J'j, UJI =) \ 11b, I _-_1L__ I 11 11 � 4 'Q _.__�_ , � t � I .1 it 1,; - ­__­ ..... . . - \\ , , I , , 0 :: 1, ____1 - \ 1. z d - I I ') -_ ­ ­ � 1 i � \ 1__" ­_­ ­_ ____ - ­­. �r � z I W I I 1 611 1 \% \, 4�1 " ­_ V) , . I I I i - . \ - " I / � t , z , I SUMP �1� , _­ ­. . . . , __ _ \ � ,_ : . t . . i I ! . . I b " . , 1 1 1 . i- '�,� I I � - i I ­;..E�1' Y, I � EX. 6' HIGH CHAIN-LINK FENCE 3: 0 � :1 1 I i 1 1 1 i �� -_ - ­­ ::,* _.... \ . . I I I I \ ,:I'. 2) 1 1 1 i C/) � I . � �� . . 1 �. - I I I I I , ; LLJ : I I! (�XIST. & 'EXTENDED) -1- ____ :::::: :i I ; t -1.1 ... : I r� I -A L_ ,It- . � I . I NTH REDWd6b SLATS TO - ------ �. 1! i. i . � . I -, "" - ­ .. - ,\ \ , . I 1 , , � . -",\ \ j\ ..... t ,�. I I -.)T I 11 ... I ........ - - I .. i-- m !!! ­ - �� I \ \ 1 1; . - I I 01 ri , �t­�, -,--.-. , 1- ...... ..... �.- . t !! ; ,��9 ) - = \,\\\ U I 1 1 1 � 1 1 i 11 ,� ,� _-, I -_ "� - I I 1 7 * Ill I iv -i - Ill T11 -_ 9 . I p - I I _11 ;4vf � 04 . i , I - �___ - -_ I I N .�_ \ \ __ - t , 0 I" ,�Ac ' - 5 � ek�',,5' 0 � 5 ��'l t! v ,_ ii � -11c _% : I ' , /, I I I zt -1 4� 1 , 1=` I I - _� E f i - I . -1 - �,; \\ i - I I , .,m !t% kr?b '-,r--\ !OF REMOVED. VOLUMEREQ'b: 5.55 AC.FT. ^ / I ,\�)Iil . . . � i I A : ,�p C." . ; I ­ I j-! . I I , � . . i -1 , e 11 . : . �v " - , : : P x z . i : : � U-) I.- � : . . A I i 1 J I "� " "')hl i 1 1 1 1 I i : : __ - � � it Tc;- iT ,�)L,'OPE'-, -- ­ 5f'- i , : - � ­­ � I I I ; ; I . t I I -x I 1- . I : ] ! i i 1 1 i, - __-_-___.._. ; k . ; . : - ----- --- \,""11 1 H I �; If I . . It ,,,� : � li: � � i I I %, i i Il � . I Yi : & a � AC.FT. D.W.S.: 367.00 - I i. . , i : . . , < I - � i . �, i /I i ill .1 � ::I . %j r t; : ;! WELL LOT///' I . 1'_51� 1\ H, ---1-1 ...... ­-, _-�7 ... �.'__Q/)�,! 7 : '/ I � %..�,�'. 1,�. C) 13 11 j - i i I ; i i I . I , 11 1 1 -z !; '. Z 5 ..... ____ .............. � ! I : f I 11� . ') � - ��­ .... r "'�, I �, , � 11 ii : . � - � I I i 1 1 i 11 , 0 : � I . - ; : 110 ;y;'& F . 0�z p -1 1 1 \L1j I "/ "P., I !! if JH 1 I . , BOTTOM ELEV.:, 59.00 _____1*1�_ " ;: . . I 1 1.1.19 � z VOLUME PROVIDED: 5.94 " I I .,,Ill k. J* 'I, _0 I .> 7 i I .1 ��_ if . I I I I � - �__�Xlx 1 �, I-- -- I FF 7 .7 "r r I I '119_�;,�, _1`� �6` _;"��il. , I "��, '�_,, / i l(QC �7 4 0 x 1 I I // I 'O.6� � i I � 'f I I , . I 11 1-1 . I . 510 i Q___ . � � � I �, � 36 , a ( 11 I k, � . ....... __­_____ I 1k, L__ . ........ -11 I 1 J� / I 1 i \ 3 p I , I'll I! \ ... : � I vt.,� I . . � !I1 Ill, I 1. _� I i : � < ...- ., I ­- I -, " � 'i � , �\ ,�,, I V fl . . " 1\ i I t Ill � iim-i , � ; �,__ i 0 1 �� I -1.-1 , \ i .�, \ I i I I ij . i I I ;t, ........... I ......... 1�& . I � L" _\_� . m i 1 1 � it t, \ \ I - __ ) ;:: � -111 I 111111; . . ........ ... * ..... ___ , I 11 . !;s�� �, � . , 0 . ; . U� . p . , i ili . . . � i I . . 1>, . 6) /I ­-. - - '�' , _.- ...... EY. Or NC 01 i ',� T 1, I � 1 , i i ]I! : I �,,�. i k I , N% ,�r\ . . 11� - , \, r',359,)____________ : I , 1115el. . 4 'A . I � i ,,,.,, ! I i ! . � -� 0\ I r il 1 �, \ \ ,,, \,, k : �� I . ",\ -, , '��' '� _� . . : F I -, I �* , . /' I z i i Ill/ k 1A ?-I I ---/-- __,�, \ 1.316 .1 ) i � 1 � .. I H ill : ( . -_ ) j li, I \ SFF"i � :1�4 yp -0 p I z .1 ; t ,r �) I i ...� - - i . ill 0 XV ! _Cm \ z z . 11 , "I , i ii Ili I , ­­ - - ____ , I I --r, ­ :: : ro 11 i -1 - - 1 r t .1 i - \1 - , , - ,� " \ t\ \', \ \, \ \ `- \ j - I - I I -1 -, -,-- \ i z; . .1 - � :z t . . � C") . _. -_ \ : :: � : _ I � r . -1 1 141 ! ;%_ i I . , - " _r - \ ( ,�, �111 � 11 H >� . ,��_ _ � i I I \0 . I \ - � .,, ,0 r ! \ -, \ ! . _0 ! ! ! !I L_ - . 10) . , toa -­ 1111 ��__,__.___­_ '_,_ / \, I i I � � i i � i i � "t � ,,, �, . � I .. . It - V, !L�z �j 8% \ \ � ,I - . .......... � ... .... � �z,�x 1-.___--- 1, 64%10 1. . 6k � ITS _:::!,=-7�� % '--" \ I : ll� - I � - r � , Z;OA_ __ 6 " `� � - W � I � 1 � 1 ---\, " \ 1, I r I /'y / ) ) I I 1 i� I I - � - - ! ! \ \ , , I t % -­­ EXISTING � . _' * ............ ­­­ ........ I ! N�� S 1+ /. I I i ! . 1��\ I I i 1 % . y I i 1�, i I f/__ .............. --- --.I- : i Uvi 114 ___'________ ,.--,-" �,',�// * X > I �. O/X 0 , Ae _% - -11" , \ �, \ \ ( !/,-,.. G, -, , Ill h i . [ 1 - "" /X , 1 ,0:4 ! - A. ; I 1p . \�, \ ,__-__._-1 __ , , I . �T )/X 5' 0 I ,,, � &; 4) 1 ...... - 1: i c��' % 51 01 B-_ 5' 1 ,� � 5' O/X 'n, �y I I ­:�-�__-��, 1i . '�, 5' ( I ----t � 36 b).V�r - \ 1 i , / , i . 11 . I t �__-___­_ - - --.-- _ - - I e'l , , , 0, �; : I I - I 1, \ - ,,, I A * ­ j- ^ /' . m \ -_L7-::_z�::-­: ... ....... __.- I I N 1 x c i �__ - ��__04�,�_ 'k_\ I , 4 no �,, p I - . i -.:---_____=_==..:: - - .=,:L�=>­�.-�. - - tl / 1, : -9.51 �, �, i, t r, ,,, �i , r II , 03 � I _.- ... ­­­__­_ �c ,�� . , ", , 11-1.1---- . ........ j I \ \ \ 1\ \ \' j /c� -- ­­­_".. . .... ­_ ..__­_­_­_._...._.. - __ . . . ...... _..._�=­ . ........ - ._­::_­::::=, ­_/ / :1 Cl- 11 ( 1'/1 ___ ..__-`_-` .. . '' - ,� I --\ - --- -- -1 . . . . ................... . ........ I-- ­­­­ . 15). . ----- I I ­_-._..__. ........... __ "--_1 . ... . . ..... _. -, _-1 .. - ­ I ___ : __ - - C\i I ` -- K__ ... I � X-1 x j I I 1�0' *-<>----- .­_.... .... I .............. . ��_­­_ - i" _. .11 : — ___ ­- - ­ .... ; - 11) i L \L' 16 . . - � , 11 1� -r% 'Y /�T/ ! li- rF - 370.60 ,F& J/ - --- _x I—, I " __ I I . n cl,j .. ....... =i .................. _" I., ­..., . . . . ...... � - - -1 ...... -- ----- C . . .......... �0 ........ _______,� -�--�-<�'�----.,-,�'�---,---,-Ox I \ \ I - -_�-$A;,: --- -------- i ------- =11 x I \ ..... . .1--._ . .......................... �_ _.- 11 6. � _j ­-�,_,­ / t �, I . : \ \ _ ... - ­_ I'D F I 1 cb`�I I �\ 1 i, ' �__ ---- .... _­ ... . ...... _111--_ - - ------ - � .................... i 1! � �q ,,,-,,, I I I '_ A T JU, N -,> I : _�_ ; I . \ j ------- , I , I ............. - � ; t, � Ill 0.5 EG - 1�1 il .,�'IBAN'DONED R,_,,',,, ,�\ 1 '7�'� * . .. ... �­-- -','.-.=: . . . ...... . .. . ... ­_ . . . ... . .. . ........ ___....... , T .37, . .............. ______4: ___ . _�, ....... __,_ + 1 3-6-9 9. 5� 7. . � n, -6\ , , ,_.. '> �, ­,,�;�_ i -S AND F` �,,4:` "') �F. \ ',..-. — , �._ , ­ , ­'­-­.-::-:::� :::::­::::::­: ..... * . . .. .. . ........ .. ..... --.,*,*,*- -,.*.,.* .......... ...... � . . ............ . . __ ............ ..... _.___�_ / i i - - e___ - - - - - - - - - - - - - - - - - - - - - , -1b 7, � ­ N � \ cv " : 11 ; ; � N - - fro I, 0 h L58 $5 11, fi,�-,�tc .. . . ........ . . . 1�,, — I j 3 1� i '­ ....... --,—*—* . .. . ......... ,—,*,------- —_ — : . - - -7X-'.* - � - / T � RENA,()' El', .:: .............. I ............... � ................................................. ­­­ . .... . .... . . . - ... 11 ............. . ........ � ..... — i : � 2=�W _-�7_- / /t11 . it G. B. G - - - - - - , t�� .:. , �� - - - _., - - - - 1 . /�', , , I "" . NO ( 1\ c ­tf�_ - ­­ - __ __ - - - - - - - - - - - - - - - - - , , , __ - I I I- - - - r.,/"t \ . . ,)!::, C(A " -�� 0 I I � 1. I/ '7�1, -) /-R/W .B. / 'I \ i / .... _ \ ;1 . � if 1 11% � I _­ --- C1 7 - �, �j i ; tl: " i � ��p I , I �1' i - __ I .- ", � .- . . �1;1 , I I,- ; . , I . , , y ( [0 1; I - - _� _. __ - / - , I ... ()C K WAL.I. ! . -, I � z- - v `_ \ \\ , I I ___ __ - z . __ E�. fc;� , 9. Z, ,_ , �, � )ffr,AG� \)L^P i�\ ­ I ii., _____ � I - / , * . . ....... . � m / : - ., . .-K, ; Ij ,, �) - � � \ I \ % \ r,CNDU.TS \ � - -------- I ...... �'... ,J) � 1 3 �,, I i 11 . \ . 56t� le, � I . . - - - t I _ ...... - ..... � ...... -7 ,q I - . j! I \ L ... .... � -11 I — .., ............. . . .... ..... ...... - ­ - I 1- --x ; 1, I .... . ....... �� � . ...... � ...... I ..... .11 ...... . . . .... . ..... 11 � -� . . ....... . . ­­ __�­It_ I - - - - - - - - - - - 6" MOW CURB Z�(_ : - - /11 \ 11� I I I ., 2 . X. "( W\. M( I Vv' `�'i j.','.' I ... I I ... /--- --- - -1 — ..... i : I I - --- i... I I 11 , ? G I I _:��, � ­�,, f, , , � 22 ; . , , i ! ; I \ \ - ���_ �, � `­� t� — :_ / —_ - I , 1 i I 37G ,� k10 " j a. 1 "! I 0 \ \ \ 11 J __/ \ i . - \ I_ __ - - - - . � --- z -,-, : T: - .. :5�-r .��]i ; qlj�, \1 - 1-_:_` C14 EX� WJ1 :: USE TRA_ ) ­,'� __=-_=-_ ,=:----- ,- / - . I . . .......... -----------. - - — - - — - - — - -4:4"_ - - — - �7_ ,,�!�. , ", ... , U *�, / =--=-- / - -g -; a t � ` il -- SCALE: 1 " = 30' ", I q _ ;; 11 - - __ - -----. ___ _,_� f, - - - - - - - ( ('1 1, I I m)�Ia -=_-��,� ... __ .- _ . ...... . . ........... _ . . . ............... V) 1 30 15 0 30 60 , - � _:�_-_ == / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _4 - - - = , 2 U �411 � , f 7� - - - . __,____, I \ k_ � 0 =-==, ======-i--== - t i . . ........... . .... ___ ..... - k� — G __ ... ..... __ :: Z) . __ ... G ................ . ............ � ...... -.1- G -.--- - � . .. ....... I ___ . i i I ..— - - ---.-----. ,�.= === i I '11 - --1 I / -f7,'�77�� - - - - - - - - - - - - - - I - - - - - - - - - - - - - t;�,_ - - , - — — �,, _S - 11 10 .1 "I I ,nr _� -1 .. ........... ........ — �� \----- -I - = = - - =: I - � ]IN _-----=I�� � 1 - - - 7-::��-�,L--7-:!'��f7=-7-7-:I--7:�-7-:=--7---7-�!�:�� _!_:�— 4't f A- '3C,f" , - - _____` - - - - - - - - - - __ I - '-1'1-P1�"'r4'-47-- ­.�_.a­jl"�­_ - _ c=�-= - " I _� " - - I - - ____7 - =—, —­�-�_---Z­ �___ - __ , cx:, I V, - _ �-%;,-�----�`- I _ - � - f, \ 1% / ; r_ _� zp ,C�q , ,, . .---. -1 �� - - - -- - - - - - - - __ - . ....... _ .......... ... I I m I - i Vz, /, \ ___ , - - , , , � - . 7 --- , " - - - -r - ==' - - ;1 --- ____1 - - - - ____ ,� - - �, I �n ,� 3c,q '039 ,q- 4) r �_ '\ -- _e x b, "I", I ,zy - - , I " I I k x el S2 - - 117 I" -,z- 11 � I * 1�_,) - - ­� ­,Z� , -,, — I 11 . ..... . .. _, <:.__� , �2 FLOWLINE tji�'. __ * 0 \ _/ \\ - 1,11) -, _�_ I - - 0, ­ , I- _1__, _+ .. ­ I/ " �;�01. /_ �' 1, 1, , I _-, ...- 11 � . 11 1�.=�:_=�:�Z�.-_'- ,-, ,- "" 'i _ � �� - ,,,, . ..O.. ____.___ �� -,.�� 1'. -_____t,1 ....... ....... Q..,--- ��_ � . . . \,. . - / 0 ,:� ­ ... -0--_ � 0 ____0 - _7s,�­ " ;,. _%&%--1________C�_ - � - ­_ -1 - _-C, ... -0 0 - C, - -- -_ --<., ­ n cl� , vi, I c: ? I 1\ I ___ I...... ....... . .......... . -, ____�Q .................. -0 .. ...... � ...... I ... .. -0 - 0. --.-I,-,- ___<-_ - -_ x , - � ____ ___ - ­ - - �40 - ... ....... I ... . ....... . . ............ - .... ­____.__ ... � - 0 ...... ... 0 ___ - - 0 ... � _cl , ­­­ .......... ­­ ............ . .... � ..... - ........ I ... 1.11 ...... �:�, .1 � ---.4-0 - - I" "'. *x l: ; ( - ------ ­­­ .......... ____11___­__'� -1 ... ­­­­­ ...... ... � ... - .... -v ...... ­­­ ...... � .................... I .... ..."...", ______ ..... � ... � ft - ___ x 7�, __ ...... -, � I -, , . - x ,( _.__�, ------ I.- ---,-. . . . . ........ ­­­ ........ _­­_,­­­ ...... ­__ ....... ----.,..,v - :�:���:= )��QR­ I - '__ - 1. t �, ,,,, , � ;i- .. . � . . ......... __ ....... � .. V-1 - li� 1:5� Ull . a I—— _-1 . ................ � .. . .......... -_-.11. ......... _x _­ - . ... ­­ � . .. . ..... --.1-- - ... - x __ - - - - X ­ - .. __ ...... — - A - -,- ... - --- �qi �.-_ �,�:��:­. I __... I \, \ �kn . - .111111111 70.1 - ---ii- -- " - \ ... ff 1111111 .11111""""""""' ­ i I ­ --1 ...... I .................. - A ." ­ --- ­_ - . I : 5tm) ................. = ,4,70 : - \\� ...... I . - -46 . ...... . _....­­ ..... ­ " I I i I . . - ...... I I 61 ,, 3, 3 11 - I -, , 6?. 44 9 8 momm� mummmummmaiiiIiiiiiiii 0 a D -.00.0" I11111111111111111111111 0 a I :::�:��::: � I � ...... ... v 0 _�� - .- ­_ " i 56 . 3C,9-2' CHAIN � ... l,',' - '4("�'�) , -;�C,.�. ' I ­ -,:. o, 2-9 1� ,,� ;I;�, . __ i � I 3e,9 -A_ \_ :'X.�,"'�,,�'�,,��'��l:ZA��'�'I r .- ! r ��. I K ` . ,6 _,�, 7 - , - � ,�,�. 1,01 k ,!�. . ,I ------ �-, 1 ...... p I 11 _ __ '19 '37I , ,,, 1. .1 � , - 8 j 7 ,3/ . � I ,I / 4-1�., - " - i . ­ ­­ -- ­—­ ­­- (370)" - . .. . ... 119, 4 ..... . v �=,_=_11__:�. -it � - - . :; . i � % I Ri -1 /, �­ 1-1? �_ pv:�p , .569,26 -�- 1\ )­­- —36q:-7-,cj-- - -- - , , -�l (� �, �q Ip - - __ E N** D 0 F CURB "I A ; N I *"*,***"***,a , , , . ..... � .. . ..... . 1-1.1-- . ....................... , 0 - ; il, Ill l:'E,,',K,'_ 11 , .1 369,13 . "'. ,�. 2 3 -� I , , � ,�e,� . ___f__ - — - — - - ,`11 Z!S- __ *e 000,001 pe"'o _ 76q e'r , �jt'.�9,49 A. 36� .. 1, __ -, __ I _L,.....�._..­'3� � 2 0 TT ER 11"'Nil "CEWA' K I Id - - — - — - i "* , .. o , - Y_,�_ - . . I : � - G, i , 11. ... _. / 040"*096"000940" *"""*nl`*"0****4� i * "' — : 711TIT5 ',�_­ ­­ ­ ,51_9qy7_1_ -__j, i : i — - - I , I ,**'**" , /"O000eo"000"oo!!,�4"0"00"00"00**** 0"4"00 ""*"Wo�"0000000400*"000��*000600000",*""****"*=*** 004me - "s-11110 . � I* - .. . . � 5L, S� ��. -----__-4 -�, 7 ",';. , " - ; - - — - - - - - � I � , 40" . -, ; I/ - - - — - - - - - - &"***"" ... � . : , - - - I -��-- ��."Il,). - - - — - I '.. rll� "*Ik* /000000"00" , a * *q I I , , " N89*13'41"W I ---.-------.—. __ — m ­ = it -\___ — — — — — — — — — — — — I , . ....... -.-...,-- Ar -Ill 12A' / I I \_ 117-11 x — - — - — - — - — - — - — - — - — - — - - FD. CONIC. MON. IN L.H. NTH B.C. MKD. RCE 1VU17IC" 17LIAV \� OFFSITE ST EET IMPROVEMENT 1;1/ � ... . ... ___ . ... . .... -.-..-. . 17564, ±1.3' DEEP, FOR SALES MAP COR. TO -1 "'� N­E_W__ S70 R M DRAIN -.--../,.71), _.____.__,___.___.____ : , SEE OFFSITE PLAN ' - I `­ ------- -_ --..- LOTS 12, 13, 20 & 21 OF SALES MAP OF LANDS � �,___-___ .-.-- ___ _____---._ ­ ­­ ______-______­_­ _1_.______.___- -------------------- _ __ _____ er.- __ AND STORM DRAIN PLANS __j �1� EX- A."_"� F""W-D, ROAD ___ . ...... 11 ...... � ..... ­­­­ � _,______ --- , - NO. 6146 UNIT 1, M. BK. 50, PG. 67 . '1z ______. , '1-11 FD. CONC. MON. WITH B.C. IN L,H. MKD. OF KERN COUNTY LAND COMPANY PER TRACT -1, " _. _ , __ - __ , 36, '17­_� -1 i� k_ 9)1_____._-____.___ FOR DETAILS FOR DETAILS - - =_ � ;I I 11r �� - ..... .....­ 1111� -- ----- I------ __Q1__ .................. _-01, - _ . . .................. __..____.... . ..... _ .. . . ........ - . . . . ..................... . . . . . . ...................... - / 11 __­__...__ - - - --- - -_ - -_ LS 4714, ±12" DEEP, PER TRACT NO. . I I __ "Ill; ___ / - - - - - - - - - - - - 7_= t- - mt = - :�_ N-, ... /-,= 6146 UNIT 1, M. SK. 50, PG. 67 i _,.,/_.._ . ...... __.= - - . ..... ==at. t I r 11 , ___ ** =4�,t___ ..-.7-:::/-/�..-..-----..-../7/�---- =:t - - - - - I � I _� _'T ---------- 1 ------------- __ - 77 _7 - - - - - 7- 7/'7_=...- . ` _ t � I , / , - ­4� .... ��::=:'­�:f.,'= ���E�=.-'.*��*.:�. !-- ----------- I� .... - .......... _...z/,L­1 ........ � ...... //� � . . ........ __./,./� ... . ..... __ ........ __Z,�/_ ............. __zl�z ..... _ ....... _-1--6// ......... — ... �__ � : . ;:�,_" r . I h- - - ______ - ...... //m�/z.L.-­ .... . . ..... , 11L .. ...... ­.- __:=__............... . . . . . . . . . . 11 . . . . . : _.­==� - I I _Nz` 4 . ...... � . .. ...... ­­ ..... .­­­... . . . . . . . . . --- c __ _..... .. . __­ � .. '_..... .... - . . . . . . . . . . . . . . . . � . . � . . - . . __ . . __ . . __ . . __ . . __ . . __ . . __ . . __ 6EE���,_____ 01,1 . .... . .. *.......... _k, - ," _1 . . __ ..... ... .. -11"... ... ........��������-,�����::::::::::.-.— ­­ - - - - ...... _::�_._­ ... � " _­ _.. - _.. - .7 . . .... — .— . . . . . . . . . . . . . . . . . . . . . .fp .. . . .. I — :- .. I K ANZi.' %_�/ . -_ ­ ­_ . .. . .................... — _0H ---E- ...— __�_______*_____ I I _111-1-1 ­--­---__. ..., ..... .. - ____ I a� 'p, I—— ­_ -- ----nw . �^­__ _ _� i i I - .. \ , , ==�6(��===71 ­_��­ ... I—- . ..... i__', I , I x;�_­'_____­ _\T1' ­777y7, W, , _- Know what's below. Cal I before you dig. >_ , - —, m A ��, C-) LLJ V) C.� z 0 �Q V) In > - C5 - Z__ I , ,z , FD. CONC. MON. WITH B.C. IN L.H. MKD. LS 5565, f12" DEEP, PER TRACT N0. 6153 UNIT 4, M.B. 53, PG. 102 �p� FD. CONC. MON. WITH B.C. IN L.H. MKD. //74MWEDR/1�G LS 5565, f12" DEEP, PER TRACT No. _ _ S89'09'35"E 873.27' 6153 UNIT 4, M. BK. 53, PG. 102 — — — — — — — — — — — - _ _ _ _ — — rn� `r I 660.85' J 0 I I I I i I .. 23 ...1 Z_ -77 % "J LEGEND AND ABBREVIATIONS I If I j ; I; FD. CONC. MON. WITH B.C. IN L.H. MKD. ii _ LS 5565, f12" DEEP, 0.03' EAST OF LINE I HELD FOR TRACT BOUNDARY PER TRACT I N0, 6234 UNIT 3, M. BK. 53, PG. 38 i 1 — — — — — — — — — I-- I � I- FD. CONC. MON. WITH B.C. IN L.H. MKD. I 4 LS 5565, ±12" DEEP, FOR S.W. CORNER ---17 OF TRACT PER TRACT N0, 6153 UNIT 4, (N) M. BK. 53, PG. 102 T PROPOSED 6" CURB & GUTTER/ II i I i DENSITY, 1 1: II IV 11( 1 I! ;I I I! I� II = I� II`3I IF I I Ii I I } f II BW I Ij I) 1 1:9 I ! 1 ( If 2 I1 1; I 'l II I Z I I I I 1 = EP EDGE OF PAVEMENT FF FINISH FLOOR 1 FD. CONC. MON. WITH B.C. IN L.H. MKD. LS 5565, t12- DEEP, 1 0.03' EAST OF LINE, HELD FOR C.L. OF SUNDANCE CANYON �� I DRIVE PER TRACT NO. 6234 TOP OF CURB FC FINISH CONCRETE UNIT 3, M. BK. 53, PG. 38 PROPERTY LINE / RIGHT-OF-WAY Q (n W U a. J FD. CONC. MON. WITH B.C. IN L.H. MKD. LS 5565, f12" DEEP, PER TRACT N0. 6153 UNIT 4, M.B. 53, PG. 102 �p� FD. CONC. MON. WITH B.C. IN L.H. MKD. //74MWEDR/1�G LS 5565, f12" DEEP, PER TRACT No. _ _ S89'09'35"E 873.27' 6153 UNIT 4, M. BK. 53, PG. 102 — — — — — — — — — — — - _ _ _ _ — — rn� `r I 660.85' J 0 I I I I i I .. 23 ...1 Z_ -77 % "J LEGEND AND ABBREVIATIONS 00 ® ADA PARKING STALL - SEE DETAIL 20 ON SHEET C6. W (E) EXISTING TP TOP OF PAVEMENT PROPOSED 6" CURB ONLY W RELATIVE DENSITY. a .j°C 30 (N) NEW TG TOP OF GRATE T PROPOSED 6" CURB & GUTTER/ . DENSITY, BW BACK OF SIDEWALK 0/X OVER -EXCAVATION 2 ROLL CURB -SEE PLAN 0 Z Z Hz = EP EDGE OF PAVEMENT FF FINISH FLOOR - - - CENTERLINE OF STREET O Uj CL TC TOP OF CURB FC FINISH CONCRETE -- -- -- PROPERTY LINE / RIGHT-OF-WAY Q (n W U a. J FL CL ELEV/EL. FLOWLINE G.B. GRADE BREAK CENTERLINE FG FINISH GRADEmr ELEVATION FP FINISH PAVEMENT — — — — — — — — — — — — PROPOSED GRADE BREAK♦ SAW CUT W o� /� o0 c m �N O ME L.S. MATCH EXISTING SCO SEWER CLEANOUT LANDSCAPING AREA FW PROPOSED FIRE WATER LINE 0 as W FC SWR SEWER SEE SEP. PLANS. DWR DOMESTIC WATER FINISH CONCRETE W PROPOSED DOMESTIC WATER LINE z FWR FIRE WATER -- D PROPOSED STORM DRAIN LINE Lij SD XFL STORM DRAIN S/W SIDEWALK (E) FLOWLINES INV. INVERT PROPOSED SEWER LINE W a CD z w XFG (E) FINSIHED GRADE R/W RIGHT-OF-WAY ------------------------ PROPOSED GRADE BREAK LINE XFC (E) FINSIHED CONC. W/W WALKWAY XEP (E) EDGE OF PAVEMENT O.G. ORIGINAL GROUND - - - - - - PROJECT BOUNDARY M.H. MANHOLE TE TRASH ENCLOSURE (E) CURB AND GUTTER z —..............._......_.__..__..._............................................................. ..._........................ ...... I.............. B/W BACK OF WALK TOC TOP OF CURB W XG (E) GROUND - - > (E) STORM DRAIN LINE 1065.61 FL PROPOSED GRADE ELEV. EXIST. GRADE ELEV. ...................: `_....._...._..... .._.............................. _ (E) SEWER LINE o err, !;., :.. •--_.__._ W — (E) DOMESTIC WATER LINE -' _ 0.315q DIRECTION AND PERCENT OF SLOPE FOR DRAINAGE — (E) GAS LINE @° (E) SURVEY MONUMENT AS DESCRIBED _. . ................................. .......... .... .................................... (E) JOINT UTILITY LINE - 0 (E) TRAFFIC SIGN .... (E) ELECTRICAL LINE 0 PROPOSED STORM DRAIN MH O PROPOSED SEWER MANHOLE c% (E) FIBER OPTIC LINE PROPOSED SEWER CLEAN OUT (E) TELEPHONE LINE — — ' (E) TV CABLE BOX ,..........._.._......._....._.._......_. (E) OVERHEAD LINE rn co EXISTING WATER VALVE — — — — — — — — — — — — (E) EDGE OF PAVEMENT rn o EXISTING FIRE HYDRANT------ �_ — (E) WOOD FENCE o �► • FIRE RISER LOCATION ...............f,............ ..........,................_.._........._........_c,.....................,............._...._...._...... (E) BARBED WIRE FENCE z 00`- U p `r ® PROPOSED GRATE INLET ............................I................... -11..... ................ ... ...... .................. .......... .......... (E) JOINT UTILITY TRENCH z L <C J Z o O SEE EASEMENT LEGEND ON SHEET C1 _ _ _ _ _ _ _ _ _ _ _ _ OVEREX LINE W v ® ITEM OF WORK - SEE SCHEDULE •••••••••••••••••••••••.••••..•.•.• LIMITS OF GRADING ao 3: o ^ SECTION DESIGNATION: w c0 3 /— PIPE SIZE 8"S— UTILITYA SECTION LETTER o U SWR=SEWER DW=DOMESTIC WATER N W r m DRN=DRAIN FW=FIRE WATER _ _ 2 m < W G=GAS SHEET WHERE SECTION IS SHOWN m 9 GRADING CONSTRUCTION NOTES: 10 CONSTRUCT TYPE "C" ROLL CURB PER DETAIL 1 ON SHEET C6. 2O CONSTRUCT 6" CURB PER DETAIL 5 ON SHEET C6. OCONSTRUCT TYPE "B" CURB & GUTTER PER DETAIL 2 ON SHEET C6. ® CONSTRUCT 4' WIDE V -GUTTER PER DETAIL 3 ON SHEET C6. O TEMPORARY SUMP TO BE REFILLED AND RECOMPACTED PER PLAN. ©TRANSITION CURB FROM TYPE "B" TO TYPE "C" -SEE DETAILS 1 AND 2 ON SHEET C6. 7� CONCRETE WALKWAY -SEE SITE IMPROVEMENT PLAN ON SHEET C5. ® PROPOSED STORM DRAIN LINES -SEE SEPARATE UTILTIY PLANS. O ADA RAMP AND PARKING STRIPING -SEE SITE IMPROVEMENT PLAN ON SHEET C5. 10 SEE NOTE 4. 11 CONSTRUCT DRIVEWAY PER PLAN -SEE SITE IMPROVEMENT AND DETAIL 6 ON SHEET C6. 12 CONSTRUCT 8' WIDE V -GUTTER PER DETAIL 8 ON SHEET C6. 13 CONSTRUCT 6' WIDE V -GUTTER PER DETAIL 9 ON SHEET C6. 14 A.C. PAVEMENT -SEE SITE IMPROVEMENT PLAN. 15 STREET BARRICADE TO BE REMOVED, SALVAGE IF POSSIBLE. 16 CONSTRUCT TRASH ENCLOSURE PER DETAIL 16 ON SHEET C6. 17 BLOCK WALL -SEE SEPARATE PLAN FOR DETAILS. 18 CONSTRUCT ADA RAMP PER DETAIL 10 ON SHEET C6. 19 ONSITE LIGTHING-SEE ARCHITECTURAL PLAN FOR DETAILS. �g REMOVE (E) A.C. PAVEMENT, (E) CONCRETE PAD, (E) TREES, (E) FENCES AND MISCELLANEOUS ITEMS.. 21 CONSTRUCT EXPANDED GUTTER PAN -SEE DETAIL 15 ON SHEET C6. © CONSTRUCT 4' WIDE V -GUTTER PER DETAIL 3 ON SHEET C6. © CONSTRUCT WALKWAY PER DETAILS 18 AND 19 ON SHEET C6. STRIPE PARKING SPACES PER C.O.B. STANDARD. �g STRIPE CROSS WALK PER DETAIL 13 ON SHEET C6. © TRANSITION GRADE BREAK TO TOP OF CURB. © LANDSCAPING -SEE SEPARATE PLAN FOR DETAILS. (ED SCALE: 1 " = 30' 30 15 0 30 60 Know what's below. 0111 before you dig. 1.7-7268 CITY RECORDS NO: IN m 00 ® ADA PARKING STALL - SEE DETAIL 20 ON SHEET C6. W 29 CONCRETE DRIVEWAY SHALL BE 0.50CLASS "3" CONCRETE OVER 0.50' COMPACTED O.G. TO 95% 1�• W RELATIVE DENSITY. a .j°C 30 A.C. PAVEMENT SHALL BE 0.20' A.C. OVER BASE OVER 0.50' COMPACTED O.G. TO 950 0.45' AGG. RELATIVE T MM Y/ . DENSITY, (ED SCALE: 1 " = 30' 30 15 0 30 60 Know what's below. 0111 before you dig. 1.7-7268 CITY RECORDS NO: IN m 00 t0 W W 1�• W a .j°C q4t J T MM Y/ . a: 2 h 0 Z Z Hz = W cr�: 2 O Uj CL aW0 Z Q (n W U a. J J J Z> W o� F-- c m �N 0 as W of� ci W a 0 N 00 t0 W W 1�• a .j°C q4t J T MM Y/ . a: 2 h Z Z Hz = W cr�: 2 O W CL aW0 Z Q a. J J J Z> W a:�, F-- c m LU2 0 as v! W W LLI q4t T MM Y/ -r 1 N O Z a W m U_ O N N Q m u W r O O O In lIt11iI1I tI, I 1(( ..........._........................................................................................................................................... .......:.:.. ” ..:t..•.;.:. - _ r::•:; .O 0 :.; TYP .............................. ._... ........ .... .................................................................................... .� � . ..... :.:.......W../:..:W44 W/W <-: ::•::::::::-:•.-::::::.::::::•:::.-:::. I _.................... .4 W W _ _4._ 3 83 ..... -- -- , -- 1 _ ........ I iiii: 4 W/W' - - - _ _ :;:. ; ;;:: _ _ _ ____ _: ::::;; GRADING CONSTRUCTION NOTES: r :::: 1 tC7� ---_4 �{� I III I I I i��• - i �' „'21 ° 21 I i h TYP ! r I i I i I O i. I 5 1 2 1 I I a III I .............. - ..................._ ._ TYP. TYP. m a 4' W /W �� ....._</ ,\, � . °a` " a21'° .; :'.vi:` I i I, 0 ,I YU ,...-._.L_.......1........, (n W U D ABBREVIATIONSL LEGEND AN LD w w :. .. ...:.......................... m -°•:-:Y-:- X. FD. REBAR WITH PLASTIC CAP MKD. LS 4717 INSIDE 2" I.P., EEXISTING TP TOP OF PAVEMENT Y PROPOSED 6„ CURB ONL .................................................................... . ........................................... . _. ......................................................................................................................................................................................4 ............. .............................................. . . ............................................ ...: ..............r;% —T1Y.r8P ' pWd FLUSH NTH GROUND &......................... (N NEW TG TOP OF GRATE GUTTER/ PROPOSED 6 CURB &GU t1I1iIIiI IIIIIIIII r,., , // , /�. rV ;: ti UNDER WOOD PER FENCE, TRACT N0. 6146 UNIT 1 M. IIII BW BACK OF SIDEWALK 0 X OVER -EXCAVATION EP ED E 0FPAVEM NT FF FINISHFL R ROLL CURB -SEE PLAN•::::: CENTERLINE OF STREET MATCH LINE »A„ BK. 50 PG. 67 I TC TOP OF CURB FC FINISH CONCRETE PROPERTY LINE IiiiIIiIII 16 /RIGHT-OF-WAY SHEET C4 '::.:::.;;:.:::::... ; ::.: FL FLOWLINE . GRADE BREAK G.B. -------- ---------- ------ PROPOSE D GRAD BREAK KSEE .. .................. / % r, ..�. .:. :::::. / .._._._.......: . — �•;� .: . ...... 2f. :::::::::::::::::::::::::::::::.::::.::::.:::::::... �::::�::::::::::•:::_ ...........:..............................: ......� :.�:::::�::::::�::::. .: : ::•a,;,:s.;�:,:,: MATCH LINE „A»::::::. .LI — —— •� �..�. � �-CL CENTERLINE ELEV EL. ELEVATION FP FINISH PAVEMENT— — — — — — — — — — — — SAW CUT ::.::.:::::::::.::::.:::;:•..:.: a. O33 TI . :::::::•.:;:;:::;:::::;:::::;: .::;.::•;:;.::;::.::>;:.:•;:: . :•:::::::::.”.:::� •i;::.:;:..:::.;:;.:::;.<::y:.::•::::r• ...,, � •:::•::::.�: ::.;:b:•:i::g:I: I SEE SHEET C44 ME MATCH EXISTING SCO SEWER CLEANOUT PROPOSED FIRE WATER L INE4 ,/ -: :::.�::::.::�::`. .. F. .1.. _ _. ::::.::t:::�::.s:;�•>.:.;:::;..;::::::..:...:�::t:�:: ::.::. O34 ,-% ,rr% _ ____ _ ry; ;..:.::.: W/W . W L.S. LANDSCAPING AREA SWR SEWER FW CONC.MON. WITH B.C. IN L.H.: -. ............................... Ir / r .................._ ... O36 SEE SEP. PLANS. DWR DOMESTIC WATER PROPOSED DOMESTIC WATER LINE MKD. LS 5565 f12 DEEP, 0.02 OF LINE. HELD FOR TRACT 4I W/WI 4'WW r �' i 4' FC FINISH CONCRETE FWR FIRE WATER NEFD. o PROPOSED STORM DRAIN L PER TRACT N0. 6234 _ ....__ .. _...__.__ .. � .;. -:�•L;::::.;::.�:.t:�.. �.__- ;%/ ,O-35 W WWEST --•.�>€:::: _,.�_ - /W SD STORM DRAIN S W SIDEWALK4 XFL E FLOWLINE INV. INVERT s PROPOSED SEWER LINEBOUNDARY NIT 6, M. BK, 52, PG. 170; �I , i I i I II 17 I K :1 .___ __.._.__,: : , �...;_; i. .............. XFG(E) FINSIRED GRADE R/W RIGHT-OF-WAY ------------------------ I XFC E FINSIHED CONC. W W WALKWAY PROPOSED GRADE BREAK LINE I 5 :: t:•;::; 4 W/W E EDGE OF PAVEMENT O.G. ORIGINAL GROUND PROJECT BOUNDARYXEP I; i I I I I I I ::::: :::.-• ,- t- t•:::. • t •1 � ____... i •�: 0) I M.H. MANHOLE TE TRASH ENCLOSURE i E CURB AND GUTTER ( ) i' •I 4' W W::::• oo - E:;;;: t ::`: :: I a� B W BACK OF WALK TOC TOP OF CURB STORM DRAIN I ;:z.t:•:: ►� I (E) GROUNDiflN i t) LINEXG (E) oo I I .. ............. ._.......... _ .._.............. 1065.61 EL PROPOSED GRADE ELEV. - E SEWER LINE ,: �- i r7 III I r , ....... ::::::. ` '_. � ::;:::;•: :.._...�.n„_^-..:= •;:; ::.:::..:: ::•:: , .. .:::.: ::::::..:: :.::::: ...... ::x::t:r: : :. ..... ::::.:::: % ? ,- .....1 ::::.::::. - .... ;.. `:. :`•iit �>>:�'i .............. . _..........___.. EXIST. GRADE ELEV.4 ..._ ..... r 0.3159 DIRECTION AND PERCENT OF SLOPE ,, (E) DOMESTIC WATER LINE III1III tII TYP FOR DRAINAGE (E) GAS LINE IIIi I I III I I 1I t;;::•; ::-::::::.�::.- ::::•::::.:...: ::::::::.:.:.:...:.:...........:.............�....................................................................................... �—�.....�......�. :;: <.;;;;;: :;.::. :: . . .... .............1 ”' :.�:. __.............__ �: ':`� ••:::.a 0 E SURVEY MONUMENT AS DESCRIBED E JOINT UTILITY LINE ...................:�ii a;;: €;iii:: :<•;;: E, ;;;;:: ..... .:; ,... .:•::, % ;:;;t: -' :�:•:•:; ;;:•;: 5i I .._... (E) TRAFFIC SIGN r (�1 GI GrTplrel I In1� -r 1 N O Z a W m U_ O N N Q m u W r O O O In lIt11iI1I tI, I 1(( ..........._........................................................................................................................................... .......:.:.. ” ..:t..•.;.:. - _ r::•:; .O 0 :.; TYP .............................. ._... ........ .... .................................................................................... .� � . ..... :.:.......W../:..:W44 W/W <-: ::•::::::::-:•.-::::::.::::::•:::.-:::. I _.................... .4 W W _ _4._ 3 83 ..... -- -- , -- 1 _ ........ I iiii: 4 W/W' - - - _ _ :;:. ; ;;:: _ _ _ ____ _: ::::;; GRADING CONSTRUCTION NOTES: r :::: 1 tC7� ---_4 �{� I III I I I i��• - i �' „'21 ° 21 I i h TYP ! r I i I i I O i. I 5 1 2 1 I I a III I .............. i t 21 CONSTRUCT EXPANDED GUTTER PAN -SEE DETAIL 15 ON I I SHEET C6. f © CONSTRUCT 4' WIDE V -GUTTER PER DETAIL 3 ON SHEET C6. ^r%t,ic` rm i/,T UlA I l/Ill A V nrn nr-rAll r, 10 A AIB A!1 11A1 [-I IrrT nr HATCH LEGEND: Lt �)trHKH iL NLAN FOR DETAILS j ••••••• J•• ' e— — —•••.•.•.•••••.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.••••••••••••••••••••••••eee•ee••••e•••••••ee•ee•••••0000•l•e•..••••e•e•e••1••••••••e1•••e••••••00000••••••eeee•••e•••••••••••••••• ••• N89'13'41 "W I I ------------- -----—r-------------------r-------------_------------ �................... _I _4`� . ..... ... .... . . 1 � OH FD, CONC. MON, IN L.H. WITH B.C. MKD. RCE 17564, t1.3' DEEP, FOR SALES MAP COR. TO LOTS 12, 13, 20 & 21 OF SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY PER TRACT NO. 6146 UNIT 1, M. BK. 50, PG. 67 ------------------------------------------------------------------ ••••••0000ee•••••••••••000000••••••e•eeee•••••ee•••e••••••eeee 660.84' - - - - - - - - - - - - - - - - - - �_ FD. CONC. MON. WITH B.C. IN L.H. MKD. LS 4714, ±12" DEEP, PER TRACT NO. 6146 UNIT 1, M. BK. 50, PG. 67 ----- -- ---` — ------------- SCALE: 1 " = 30' 30 15 O 30 60 Know what's below. Cal before you dig. m - ::> m a i t 21 CONSTRUCT EXPANDED GUTTER PAN -SEE DETAIL 15 ON I I SHEET C6. f © CONSTRUCT 4' WIDE V -GUTTER PER DETAIL 3 ON SHEET C6. ^r%t,ic` rm i/,T UlA I l/Ill A V nrn nr-rAll r, 10 A AIB A!1 11A1 [-I IrrT nr HATCH LEGEND: Lt �)trHKH iL NLAN FOR DETAILS j ••••••• J•• ' e— — —•••.•.•.•••••.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.••••••••••••••••••••••••eee•ee••••e•••••••ee•ee•••••0000•l•e•..••••e•e•e••1••••••••e1•••e••••••00000••••••eeee•••e•••••••••••••••• ••• N89'13'41 "W I I ------------- -----—r-------------------r-------------_------------ �................... _I _4`� . ..... ... .... . . 1 � OH FD, CONC. MON, IN L.H. WITH B.C. MKD. RCE 17564, t1.3' DEEP, FOR SALES MAP COR. TO LOTS 12, 13, 20 & 21 OF SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY PER TRACT NO. 6146 UNIT 1, M. BK. 50, PG. 67 ------------------------------------------------------------------ ••••••0000ee•••••••••••000000••••••e•eeee•••••ee•••e••••••eeee 660.84' - - - - - - - - - - - - - - - - - - �_ FD. CONC. MON. WITH B.C. IN L.H. MKD. LS 4714, ±12" DEEP, PER TRACT NO. 6146 UNIT 1, M. BK. 50, PG. 67 ----- -- ---` — ------------- SCALE: 1 " = 30' 30 15 O 30 60 Know what's below. Cal before you dig. m Ui 0 YU (n W U LD m W � O CJ pWd UjS Uj O rV ti 0 " � -6Xt5 X16 UUNCKtIt tiLUGK r 1. AS SITE CONDITIONS DICTATE, CASE A AND CASE F CURB RAMPS MAY 6.FILL ALL CELLS WITH GROUT BE USED FOR CORNER INSTALLATIONS. #4 BAR CONT. TYPICAL 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO w _ �04 ACCOMMODATE RAMP AND 4'-2" PLATFORM (LANDING) AS SHOWN IN CASE A, W W W Y o 04 THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B, OR C. o j #4 BARS @ 32" O/CLU 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK Wzz,, o 0 0 6„ N a CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. m mwww r -1/2" RADIUS z V) 4. AS SITE CONDITIONS DICTATE, HE RETAINING CURB SIDE AND THE FLARED W J Z z Z 4" 4" PAVED W SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED POSITION, 1/16" PER FOOT MIN. _ �,mmm r SURFACE z 9% MAX z 1/8- PER FOOT MAX, z w � �+ E5 9% MAX 0008 0 010000 v _ ' [ Z CLASS "3"CONCRETE (5 SACK) r.._.. 090990 990009 0 `/ JOINTS EA. 30' ! ;'T=.- I f - T h = J II !! AT CURB 000000 000009 AT CURBL .� SEE NOTE 10 5. IF LOCATED ON A CURVE, HE SIDES OF HE RAMP NEED NOT BE PARALLEL, o EXPANSION J C W LtJ NOTE' -'''' �- ' � � ! �-_T_- , �' � `�--. � ! ! BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4'-0". � � � � � � �� � CLASS "e" P.C.C. s WEAKENED PLANE JTS. EA. 15' CLASS "2" CONCRETE (5 1/2 SACK) 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT 00 o o N 1'-O 6:, 2 - #4 BARS POUR ON 12 COMPACTED SUBGRADE CEMENT PER YARD) CL 2 AGG.BASE 4'-D" MIN CASE C _ TO 90% RELATIVE DENSITY. CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF o TYPICAL SECTION WITH EXPANSION JOINTS EA. 40'JA CONCRETE BLOCK WALL >z - WEAKENED PLANE JTS. EA. 20 HE RAMP EXCEPT IN CASE C AND CASE F. N.T.S. BUMPER CURB WITH 1/2" L,j 1 TYPE "C" 6" ROLL CURB COMPACTED SUBGRADE TO 95% 7. HE ADJACENT SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, FTRADIUS CORNERS (TYPICAL) 8 8 WIDE V -GUTTER CASE A GUTTERS AND STREETS SHALL BE AT THE SAME LEVEL. SEE Nor nIo E4 � C6 RELATIVE DENSITY. 2.3" TO 2.4" 6.0" C.O.B. STANDADRD DETAIL ST -1 C6 SCALE: NONE CENTER TO _�/A (0 (0 0 COUNTER SLOPES OFGUTTERSSURFACES NO SCALE A CENTER SPACING 8 ADJACENT TO AND WITHIINO24 INCHES OF HED CU BO RAMP SHALLIMMEDIATELY BE STEEPER F-16.0:: 3„ 6 BUMPER CURB Q �O 0O QO THAN 5 PERCENT GUTTER PAN SLOPE SHALL NOT EXCEED 1" OF DEPTH FOR EACH P4" CLASS "B" P.C.C. SURFACE PAVED SIDEWALK 1.5%� z 6 1 1/2 24 6 _ MAX RAISED TRUNCATED DOME PATTERN (IN-LINE) 2' of WIDTH. „ GREASE BARREL ENCLOSURE N Z x FRONT EDGE 9. TRANSITION GUTTER PAN SLOPE FROM 1" OF DEPTH FOR EACH 2'-0" OF WIDTH OPTIONAL UNLESS REQUIRED o 3' 3'� OF SIDEWALK ON DETECTABLE WARNING SURFACE TO, MATO TYPICAL GUTTER PAN SLOPE PER STANDARD PLAN A87A. BY SOLID WASTEHIANLLINK �FENCE TYPTH R=1 /2' SEE NOTE 10 10. HE DETECTABLE WARNING SURFACE WILL BE A RECTANGLE AS SHOWN AT BACK OF N.T.S. r --A. C. 6" CURB UNLESS MODIFIED IN HE PROJECT PLANS. CURB RAMP SHALL HAVE A \ NGATE POST -SEE PAVEMENT N TYP DETECTABLE WARNING SURFACES THAT EXTENDS THE FULL WIDTH AND 3'-0" c0 p 6" DETAIL 20 O N . z 00 0.45" _ WIDTH OF THE ELM (TYP.) r� 8000 01Li 01°°°° TOP DIA'' 11 SIDEWALK AND RAMP THICKNESS "T" SHALL BE 3 5" MINIMUM NOTES• c 0 0 "Y x�--•-- ¢ 0101°° 1011°°° RETAINING j x _ J Q 9009 e x 9009 CURB BOTH 8. SOLID WASTE MAY REQUIRE AN ENCLOSED STRUCTURE AROUND r� CL 9000 0000 ( 1. ALL •WORK SHALL CONFORM TO THE SECTION OF THE STANDARD ry ZZ ` � �F=3 ° °o°o°oo0 -: � 19°9°9°o SIDES OF O 9• 12. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES SPECIFICATIONS ENTITLED "STANDARD SPECIFICATIONS, STATE OF DETACHABLE BIN REFUSE CONTAINERS IF THEY DETERMINE AN Q - .4- R=1 /2 o...'r BASE DIA APPROVED CURRENT _ 9999'- 0000 o RAMP) CALIFORNIA, DEPARTMENT OF TRANSPORTATION" A UNENCLOSED BIN TO BE UNSIGHTLY O Z Op 0000°° 000 WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR 900000 0000 o EDITION AND THE FOLLOWING GENERAL NOTES: CJ m' ............__.;'^ ^ ' O ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, s. THE BIN ENCLOSURE MAY BE CONSTRUCTED OF CONCRETE BLOCK, O Z >..... A. C. PAVEMENT r 2. SUBGRADE PREPARATION SHALL BE CONSTRUCTED TRUE TO GRADE PER DETAIL ON THIS STANDARD, CHAIN-LINK FENCE PER STANDARD Z IL 5 -0 MIN CURB RAMP CONSTRUCTION. ' SEE NOTE 10 CL. 2 ACG. BASE '.............." == =i AND CROSS SECTION, WITH COMPACTION OF 90% TO A DEPTH D-12 OR OTHER MATERIAL. MATERIAL AND DESIGN SHALL BE Q J NOTE:o - ! � 13. DETECTABLE WARNING SURFACE MAY HAVE TO BE CUT TO ALLOW REMOVAL OF 6.0" (0.15m). SUBJECT TO THE SOLID WASTE APPROVAL. W U n CLASS "3" CONCRETE (5 1/2 SACK) _�J RAISED TRUNCATED DOME --- OF UTILITY COVERS WHILE MAINTAINING DETECTABLE WARNING WIDTH AND DEPTH. = 00 CEMENT PER YARD !; _`; ; i, - j I r.T . i I i !: l --^-' ! +. _. 3 CONCRETE and 5E5CL 014m . THE SURFACE SHALL BE BETWEEN 10• REFUSE CONTAINER PADS SHALL BE CONSTRUCTED OF 4.0" (100mm) - CASE ( ) ( ) THICK CONCRETE WITH AN INTEGRAL CONCRETE BUMPER CURB ON 0 NOTE: - _. - _J _ EXPANSION JOINTS EA. 30 COMPACTED " _� GUTTER RETAINING TO GRADE AND CROSS SECTION WIIN A FLOAT, TROWELED SMOOTH, THREE SIDES AT LEAST 8.0" (0.2m) IN HEIGHT AND 6.0" (0.15m) IN � WEAKENED PLANE JTS. EA. 15' CLASS 2 CONCRETE (5 1/2 SACK) _� CURB IF AND FINISHED WITH A BROOM. WIDTH. THE MINIMUM PAD SIZE TO INSIDE FACE OF BUMPER CURBS W � N SUBGRADE TO CL 2 AGG.BASE FLOWLINE 0 ly POUR ON 12" SUBGRADE COMPACTED CEMENT PER YARD) NECESSARY 4. CONCRETE SHALL BE CURED WITH AWHITE-PIGMENTED CURING SHALL BE EIGHT 8.0' x 6.0' (2.4m x 1.8m). THE PADS AND THE 10.0' O to 95% RELATIVE EXPANSION JOINTS EA. 40' GUTTER COMPOUND COMPLYING TO SECTION 90-7.018 OF THE STANDARD (3.0m) WIDE AREA IN FRONT OF THEM SHALL SLOPE AWAY FROM THE N r r TO 90% RELATIVE DENSITY. DENSITY WEAKENED PLANE JTS. EA. 20' FLOWLINE TOP OF RAMP 4'-2" MIN --------------------- SPECIFICATIONS. REAR BUMPER CURB AT BETWEEN ONE -SIXTEENTH (0.0625") AND Lij m y ONE -EIGHT (0.125") INCH PER FOOT. (2mm and 5mm per 0.3m) ROUNDED-�,��� 1 5. CONCRETE SHALL CONTAIN NO ADDITIVES UNLESS PRIOR WRITTEN Q w „ „ „ COMPACTED SUBGRADE TO 95% 9 6' WIDE V -GUTTER SEE NOTE 8 APPROVAL IS OBTAINED FROM THE CITY ENGINEER. WHERE THERE IS AN ALLEY ABUTTING THE PREMISES, REFUSE m o 2 TYPE B 6 CURB & GUTTER RELATIVE DENSITY. T 1.5%Max I -L 1,. C6.5% MAX �-I 6. IF ANY PLACE, PREMISES OR USE OF PROPERTY ACCUMULATES OR CONTAINERS SHALL BE PLACED ADJACENT TO THE ALLEY. C6 C.O.B. STANDADRD DETAIL. ST -1 SCALE: NONE 7.5% MAXMAx SEE NOTE 8 GENERATES SUFFICIENT REFUSE TO REQUIRE MORE THAN FOUR SECTION C -C STANDARD CONTAINERS, THE SOLID WASTE MAY REQUIRE OCCUPANT 12. ANY DEVIATIONS FROM THIS STANDARD MUST BE APPROVED BY THE NO SCALE SECTION A -A TO PROVIDE AND INSTALL A DETACHABLE BIN -BOX OF SUFFICIENT SOLID WASTE PRIOR TO CONSTRUCTION. CID CAPACITY TO HOLD ACCUMULATED REFUSE. 13. SEE DETAIL ST -25B FOR GATE DETAILS. 4 A` 1 O 7. DETACHABLE BIN REFUSE CONTAINERS SHALL BE PLACED ON A SOLID WASTE PRIOR TO CONSTRUCTION, ACCESSIBLE CURB RAMP DETAILS `V CONCRETE REFUSE CONTAINER PAD AT GRADE LEVEL 2' 2' C6 SCALE: NONE biy ADA SIGN, SEE DETAIL 12 �VERTICAL CURB \ - i r (TYPICAL) C6 PER PLAN �- M N 1O V-5" 6.0' MIN. FOR SINGLE BIN " U 1-2" SPACE z 8.0 MIN. FOR 2, 3 & 4 BINS p _ -- 4 P ° CONCRETE STOIPPER F-1 UNAUTHORIZED VEHICLES O PARKED /N DESIGNATED CLEAR OPENING To _ I ..................._.........._ ........I....... A.C. PAVEMENT uNE UP WITH BUFFER =' o R99 (CA) DISABLED PARKING ACCESS/BLE SPACES NOT SIGN LOCATED IN FRONT OF ALL DISPLAYING DISTINGUISHING ^� WALL 3" SQUARE METAL PLACARDS OR SPECIAL a TUBE SET IN CONCRETE i.. ACCESSIBLE STALLS._...._........_.___,....__...._._-_-.__......_._...._._,...__.........: ___ ------- ACCESSIBLE --__--._-- (NOT ATTACHED) NOTE: I - - - ! ! r_.. LICENSE PLATESISSUED........... ............ t...........,............I................._................. ........�............ . _._.� ; , ; r_ . t ! L.. ; 1.1 i._- 7 i ' 4" WIDE PAINTED I I o CLASS "2" CONCRETE (5 1/2 SACK) BLUE STRIPINGJ, - FOR PERSONS WITH REFLECTORIZED PORCELAIN SIGN WITH CL. 2 AGG.BASE O „ FOR SINGLE BIN: 2 - 4' WIDE DOOR CEMENT PER YARD) 2 COATS (TYP.) I I D/SABILl77ES WILL BE TOWED 1 HIGH WHITE TEXT AS SHOWN, W FOR 2 BINS: 2 - 5' WIDE DOOR EXPANSION JOINTS EA. 40' ( I AWAY AT OWNER'S BLUE BACKGROUND COLOR 15090 o FOR 3 BINS: 3 - 5' WIDE DOOR WALL FOOTING WEAKENED PLANE JTS. EA. 20' COMPACTED SUBGRADE TO 95%� EXPENSE. TOWED PER FS 595A. CONTRACTOR TO � FOR 4 BINS: 4- 5' WIDE DOOR 00 L VEHICLES MAY BE VERIFY WITH OWNER ALL INFORMATION a' `�D=1/3 H r3_'� 4WIDE V -GUTTER SHOWN ON SIGN INCLUDING ADDRESS x CONCRETE POST FOOTING RELATIVE DENSITY. S -O" SQUARE SYMBOL 4" WIDE PAINTED / /� R7-88 "VAN ACCESSIBLE" SIGN RECLAIMED AT B.P.D. AND PHONE PRIOR TO PRINTING. ALLco C6 SCALE: NONE OF ACCESSIBILITY; WHITE STRIPING, VAN LOCATED IN FRONT OF EACH VAN OR BY TELEPHONING PRINTING TO BE PERMANENTLY o CANE BOLT AND HOLE PAINT (2) WITH COATS WHITE 2 COATS (TYP.) ACCESSIBLE ACCESSIBLE SPACE. 327-7111 AFFIXED. IN PAVING TO HOLD TYPICAL SECTION WITH GATES BEADED REFLECTIVE PAINT CONCRETE POST FOOTING OVER (2) COATS BLUE N.T.S. BACKGROUND PAINT TYPICAL 1„ (TYPICAL) MINIMUM 9"x12" SIGN STATING "MINIMUM FINE �sETSN CONCRETE TUBE Y DOWEL GREASED ON SLNT-2 & BACKER ROD FINE ONE END 0 2'-0" O.C. 1„ ,� .,� $250 ACCESSIBLE LOCATED KFRONT OF ALL ACCESSIBLE PARKING STALLS. 2" STEEL PIPE, GREASE BARREL ENCLOSURE / ROUND SQUARE, NO PARKING SET IN CONCRETE OPTIONAL SOLIDSWASTEQUIRED JOINT / u. L' FILLER 2" STEEL PIPE, ROUND OR f F u y Q SQUARE, SET IN CONCRETE GATE POST Lt C. L\ co PLAN (TYP.) o g, $, 99 2'-6" MIN. TO CURB I TYP. Z cO CONIC. o 16 STANDARD REFUSE SLAB 00 C6 I CON TAI N ER PAD AND GATE m J N 1.5% MAX °oo°0000 X 00000000o 00009000 O! 009909000 90°00000 000000000 7.5% _ 7.5% MAX MAX Nc X 99000000 000000009 09999999 999999999X LU ¢ 00000000 N 000000000 Lo ¢ 00000009 000000000 99000000 L(i 000000000 00000000 . 000000000 00000000 - 000000 00000000 00000000 0000000000 1 0000000 0 " � -6Xt5 X16 UUNCKtIt tiLUGK r 1. AS SITE CONDITIONS DICTATE, CASE A AND CASE F CURB RAMPS MAY 6.FILL ALL CELLS WITH GROUT BE USED FOR CORNER INSTALLATIONS. #4 BAR CONT. TYPICAL 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO w _ �04 ACCOMMODATE RAMP AND 4'-2" PLATFORM (LANDING) AS SHOWN IN CASE A, W W W Y o 04 THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B, OR C. o j #4 BARS @ 32" O/CLU 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK Wzz,, o 0 0 6„ N a CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. m mwww r -1/2" RADIUS z V) 4. AS SITE CONDITIONS DICTATE, HE RETAINING CURB SIDE AND THE FLARED W J Z z Z 4" 4" PAVED W SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED POSITION, 1/16" PER FOOT MIN. _ �,mmm r SURFACE z 9% MAX z 1/8- PER FOOT MAX, z w � �+ E5 9% MAX 0008 0 010000 v _ ' [ Z CLASS "3"CONCRETE (5 SACK) r.._.. 090990 990009 0 `/ JOINTS EA. 30' ! ;'T=.- I f - T h = J II !! AT CURB 000000 000009 AT CURBL .� SEE NOTE 10 5. IF LOCATED ON A CURVE, HE SIDES OF HE RAMP NEED NOT BE PARALLEL, o EXPANSION J C W LtJ NOTE' -'''' �- ' � � ! �-_T_- , �' � `�--. � ! ! BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4'-0". � � � � � � �� � CLASS "e" P.C.C. s WEAKENED PLANE JTS. EA. 15' CLASS "2" CONCRETE (5 1/2 SACK) 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT 00 o o N 1'-O 6:, 2 - #4 BARS POUR ON 12 COMPACTED SUBGRADE CEMENT PER YARD) CL 2 AGG.BASE 4'-D" MIN CASE C _ TO 90% RELATIVE DENSITY. CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF o TYPICAL SECTION WITH EXPANSION JOINTS EA. 40'JA CONCRETE BLOCK WALL >z - WEAKENED PLANE JTS. EA. 20 HE RAMP EXCEPT IN CASE C AND CASE F. N.T.S. BUMPER CURB WITH 1/2" L,j 1 TYPE "C" 6" ROLL CURB COMPACTED SUBGRADE TO 95% 7. HE ADJACENT SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, FTRADIUS CORNERS (TYPICAL) 8 8 WIDE V -GUTTER CASE A GUTTERS AND STREETS SHALL BE AT THE SAME LEVEL. SEE Nor nIo E4 � C6 RELATIVE DENSITY. 2.3" TO 2.4" 6.0" C.O.B. STANDADRD DETAIL ST -1 C6 SCALE: NONE CENTER TO _�/A (0 (0 0 COUNTER SLOPES OFGUTTERSSURFACES NO SCALE A CENTER SPACING 8 ADJACENT TO AND WITHIINO24 INCHES OF HED CU BO RAMP SHALLIMMEDIATELY BE STEEPER F-16.0:: 3„ 6 BUMPER CURB Q �O 0O QO THAN 5 PERCENT GUTTER PAN SLOPE SHALL NOT EXCEED 1" OF DEPTH FOR EACH P4" CLASS "B" P.C.C. SURFACE PAVED SIDEWALK 1.5%� z 6 1 1/2 24 6 _ MAX RAISED TRUNCATED DOME PATTERN (IN-LINE) 2' of WIDTH. „ GREASE BARREL ENCLOSURE N Z x FRONT EDGE 9. TRANSITION GUTTER PAN SLOPE FROM 1" OF DEPTH FOR EACH 2'-0" OF WIDTH OPTIONAL UNLESS REQUIRED o 3' 3'� OF SIDEWALK ON DETECTABLE WARNING SURFACE TO, MATO TYPICAL GUTTER PAN SLOPE PER STANDARD PLAN A87A. BY SOLID WASTEHIANLLINK �FENCE TYPTH R=1 /2' SEE NOTE 10 10. HE DETECTABLE WARNING SURFACE WILL BE A RECTANGLE AS SHOWN AT BACK OF N.T.S. r --A. C. 6" CURB UNLESS MODIFIED IN HE PROJECT PLANS. CURB RAMP SHALL HAVE A \ NGATE POST -SEE PAVEMENT N TYP DETECTABLE WARNING SURFACES THAT EXTENDS THE FULL WIDTH AND 3'-0" c0 p 6" DETAIL 20 O N . z 00 0.45" _ WIDTH OF THE ELM (TYP.) r� 8000 01Li 01°°°° TOP DIA'' 11 SIDEWALK AND RAMP THICKNESS "T" SHALL BE 3 5" MINIMUM NOTES• c 0 0 "Y x�--•-- ¢ 0101°° 1011°°° RETAINING j x _ J Q 9009 e x 9009 CURB BOTH 8. SOLID WASTE MAY REQUIRE AN ENCLOSED STRUCTURE AROUND r� CL 9000 0000 ( 1. ALL •WORK SHALL CONFORM TO THE SECTION OF THE STANDARD ry ZZ ` � �F=3 ° °o°o°oo0 -: � 19°9°9°o SIDES OF O 9• 12. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES SPECIFICATIONS ENTITLED "STANDARD SPECIFICATIONS, STATE OF DETACHABLE BIN REFUSE CONTAINERS IF THEY DETERMINE AN Q - .4- R=1 /2 o...'r BASE DIA APPROVED CURRENT _ 9999'- 0000 o RAMP) CALIFORNIA, DEPARTMENT OF TRANSPORTATION" A UNENCLOSED BIN TO BE UNSIGHTLY O Z Op 0000°° 000 WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR 900000 0000 o EDITION AND THE FOLLOWING GENERAL NOTES: CJ m' ............__.;'^ ^ ' O ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, s. THE BIN ENCLOSURE MAY BE CONSTRUCTED OF CONCRETE BLOCK, O Z >..... A. C. PAVEMENT r 2. SUBGRADE PREPARATION SHALL BE CONSTRUCTED TRUE TO GRADE PER DETAIL ON THIS STANDARD, CHAIN-LINK FENCE PER STANDARD Z IL 5 -0 MIN CURB RAMP CONSTRUCTION. ' SEE NOTE 10 CL. 2 ACG. BASE '.............." == =i AND CROSS SECTION, WITH COMPACTION OF 90% TO A DEPTH D-12 OR OTHER MATERIAL. MATERIAL AND DESIGN SHALL BE Q J NOTE:o - ! � 13. DETECTABLE WARNING SURFACE MAY HAVE TO BE CUT TO ALLOW REMOVAL OF 6.0" (0.15m). SUBJECT TO THE SOLID WASTE APPROVAL. W U n CLASS "3" CONCRETE (5 1/2 SACK) _�J RAISED TRUNCATED DOME --- OF UTILITY COVERS WHILE MAINTAINING DETECTABLE WARNING WIDTH AND DEPTH. = 00 CEMENT PER YARD !; _`; ; i, - j I r.T . i I i !: l --^-' ! +. _. 3 CONCRETE and 5E5CL 014m . THE SURFACE SHALL BE BETWEEN 10• REFUSE CONTAINER PADS SHALL BE CONSTRUCTED OF 4.0" (100mm) - CASE ( ) ( ) THICK CONCRETE WITH AN INTEGRAL CONCRETE BUMPER CURB ON 0 NOTE: - _. - _J _ EXPANSION JOINTS EA. 30 COMPACTED " _� GUTTER RETAINING TO GRADE AND CROSS SECTION WIIN A FLOAT, TROWELED SMOOTH, THREE SIDES AT LEAST 8.0" (0.2m) IN HEIGHT AND 6.0" (0.15m) IN � WEAKENED PLANE JTS. EA. 15' CLASS 2 CONCRETE (5 1/2 SACK) _� CURB IF AND FINISHED WITH A BROOM. WIDTH. THE MINIMUM PAD SIZE TO INSIDE FACE OF BUMPER CURBS W � N SUBGRADE TO CL 2 AGG.BASE FLOWLINE 0 ly POUR ON 12" SUBGRADE COMPACTED CEMENT PER YARD) NECESSARY 4. CONCRETE SHALL BE CURED WITH AWHITE-PIGMENTED CURING SHALL BE EIGHT 8.0' x 6.0' (2.4m x 1.8m). THE PADS AND THE 10.0' O to 95% RELATIVE EXPANSION JOINTS EA. 40' GUTTER COMPOUND COMPLYING TO SECTION 90-7.018 OF THE STANDARD (3.0m) WIDE AREA IN FRONT OF THEM SHALL SLOPE AWAY FROM THE N r r TO 90% RELATIVE DENSITY. DENSITY WEAKENED PLANE JTS. EA. 20' FLOWLINE TOP OF RAMP 4'-2" MIN --------------------- SPECIFICATIONS. REAR BUMPER CURB AT BETWEEN ONE -SIXTEENTH (0.0625") AND Lij m y ONE -EIGHT (0.125") INCH PER FOOT. (2mm and 5mm per 0.3m) ROUNDED-�,��� 1 5. CONCRETE SHALL CONTAIN NO ADDITIVES UNLESS PRIOR WRITTEN Q w „ „ „ COMPACTED SUBGRADE TO 95% 9 6' WIDE V -GUTTER SEE NOTE 8 APPROVAL IS OBTAINED FROM THE CITY ENGINEER. WHERE THERE IS AN ALLEY ABUTTING THE PREMISES, REFUSE m o 2 TYPE B 6 CURB & GUTTER RELATIVE DENSITY. T 1.5%Max I -L 1,. C6.5% MAX �-I 6. IF ANY PLACE, PREMISES OR USE OF PROPERTY ACCUMULATES OR CONTAINERS SHALL BE PLACED ADJACENT TO THE ALLEY. C6 C.O.B. STANDADRD DETAIL. ST -1 SCALE: NONE 7.5% MAXMAx SEE NOTE 8 GENERATES SUFFICIENT REFUSE TO REQUIRE MORE THAN FOUR SECTION C -C STANDARD CONTAINERS, THE SOLID WASTE MAY REQUIRE OCCUPANT 12. ANY DEVIATIONS FROM THIS STANDARD MUST BE APPROVED BY THE NO SCALE SECTION A -A TO PROVIDE AND INSTALL A DETACHABLE BIN -BOX OF SUFFICIENT SOLID WASTE PRIOR TO CONSTRUCTION. CID CAPACITY TO HOLD ACCUMULATED REFUSE. 13. SEE DETAIL ST -25B FOR GATE DETAILS. 4 A` 1 O 7. DETACHABLE BIN REFUSE CONTAINERS SHALL BE PLACED ON A SOLID WASTE PRIOR TO CONSTRUCTION, ACCESSIBLE CURB RAMP DETAILS `V CONCRETE REFUSE CONTAINER PAD AT GRADE LEVEL 2' 2' C6 SCALE: NONE biy ADA SIGN, SEE DETAIL 12 �VERTICAL CURB \ - i r (TYPICAL) C6 PER PLAN �- M N 1O V-5" 6.0' MIN. FOR SINGLE BIN " U 1-2" SPACE z 8.0 MIN. FOR 2, 3 & 4 BINS p _ -- 4 P ° CONCRETE STOIPPER F-1 UNAUTHORIZED VEHICLES O PARKED /N DESIGNATED CLEAR OPENING To _ I ..................._.........._ ........I....... A.C. PAVEMENT uNE UP WITH BUFFER =' o R99 (CA) DISABLED PARKING ACCESS/BLE SPACES NOT SIGN LOCATED IN FRONT OF ALL DISPLAYING DISTINGUISHING ^� WALL 3" SQUARE METAL PLACARDS OR SPECIAL a TUBE SET IN CONCRETE i.. ACCESSIBLE STALLS._...._........_.___,....__...._._-_-.__......_._...._._,...__.........: ___ ------- ACCESSIBLE --__--._-- (NOT ATTACHED) NOTE: I - - - ! ! r_.. LICENSE PLATESISSUED........... ............ t...........,............I................._................. ........�............ . _._.� ; , ; r_ . t ! L.. ; 1.1 i._- 7 i ' 4" WIDE PAINTED I I o CLASS "2" CONCRETE (5 1/2 SACK) BLUE STRIPINGJ, - FOR PERSONS WITH REFLECTORIZED PORCELAIN SIGN WITH CL. 2 AGG.BASE O „ FOR SINGLE BIN: 2 - 4' WIDE DOOR CEMENT PER YARD) 2 COATS (TYP.) I I D/SABILl77ES WILL BE TOWED 1 HIGH WHITE TEXT AS SHOWN, W FOR 2 BINS: 2 - 5' WIDE DOOR EXPANSION JOINTS EA. 40' ( I AWAY AT OWNER'S BLUE BACKGROUND COLOR 15090 o FOR 3 BINS: 3 - 5' WIDE DOOR WALL FOOTING WEAKENED PLANE JTS. EA. 20' COMPACTED SUBGRADE TO 95%� EXPENSE. TOWED PER FS 595A. CONTRACTOR TO � FOR 4 BINS: 4- 5' WIDE DOOR 00 L VEHICLES MAY BE VERIFY WITH OWNER ALL INFORMATION a' `�D=1/3 H r3_'� 4WIDE V -GUTTER SHOWN ON SIGN INCLUDING ADDRESS x CONCRETE POST FOOTING RELATIVE DENSITY. S -O" SQUARE SYMBOL 4" WIDE PAINTED / /� R7-88 "VAN ACCESSIBLE" SIGN RECLAIMED AT B.P.D. AND PHONE PRIOR TO PRINTING. ALLco C6 SCALE: NONE OF ACCESSIBILITY; WHITE STRIPING, VAN LOCATED IN FRONT OF EACH VAN OR BY TELEPHONING PRINTING TO BE PERMANENTLY o CANE BOLT AND HOLE PAINT (2) WITH COATS WHITE 2 COATS (TYP.) ACCESSIBLE ACCESSIBLE SPACE. 327-7111 AFFIXED. IN PAVING TO HOLD TYPICAL SECTION WITH GATES BEADED REFLECTIVE PAINT CONCRETE POST FOOTING OVER (2) COATS BLUE N.T.S. BACKGROUND PAINT TYPICAL 1„ (TYPICAL) MINIMUM 9"x12" SIGN STATING "MINIMUM FINE �sETSN CONCRETE TUBE Y DOWEL GREASED ON SLNT-2 & BACKER ROD FINE ONE END 0 2'-0" O.C. 1„ ,� .,� $250 ACCESSIBLE LOCATED KFRONT OF ALL ACCESSIBLE PARKING STALLS. 2" STEEL PIPE, GREASE BARREL ENCLOSURE / ROUND SQUARE, NO PARKING SET IN CONCRETE OPTIONAL SOLIDSWASTEQUIRED JOINT / u. L' FILLER 2" STEEL PIPE, ROUND OR f F u y Q SQUARE, SET IN CONCRETE GATE POST Lt C. L\ co PLAN (TYP.) o g, $, 99 2'-6" MIN. TO CURB I TYP. Z cO CONIC. o 16 STANDARD REFUSE SLAB 00 C6 I CON TAI N ER PAD AND GATE m J N z LU V) Uj c _ -- o� c was �ci cj W o_ D Q N n 9 9 11 ACCESSIBLE STALL DETAIL PAVEMENT SURFACE PER C.O.B. STANDARD DETAILS SIDEWALK/WALKWAY C6 SCALE: NONE DOME TOP OF CONC FTG ST -27, ST -28 AND ST -29. 4 EXPANSION JOINT C6 No SCALE 14 ADA ENTRANCE SIGN /.i ............................,....................._�PAVEMENT ....SURFACE R 008 ECA ) SCALE: _�_77" 7. i EXPANSION JOINT ; ' ' % I / AT SIDEWALKS. 6 CURB �)t )C`.` _'lt tC_ l ,}= I L ! C 7\..� �.. I l� I �r'�._t Celt C_r\ 6„.,`^t �^ c' c' WIDTH VARIES -SEE PLAN CONCRETE WALK, PER PLAN WHERE OCCURS." SHEET C4 AND C5 III''`�1�I - `�1�,,T.:�.,:. •"c I Q'` ._� `�-, , �. ` _ TYPE C ROLL CURB- -•1....y'+,'1,':..�>%:_li1-,. r:,---„4:.,�i�i".�- �::'_1� ��i��`Y"'�-'��1"i� ' -------- - -, -,. Jt. " _41 SEE DETAIL 1 THIS DWG. MAX. FINISH GRADE I A.C. PAVEMENT 2% ` a ^CO; ° x _ CL. 2 AGG.BASE \ r r K. Go NOTE:CONCRETE FOOTING CLASS "3" CONCRETE (5 1/2 SACKS �9 �,/Q ) �; L CONCRETE WALKWAY Wf TYPE C CURB N CEMENT PER YARD) 4" WIDE PAINTED t� EXPANSION JOINTS EA. 30' BLUE STRIPING, WEAKENED PLANE JTS. EA. 15' 2 COATS (TYP.) POUR ON 12" SUBGRADE COMPACTED COMPACTED O.G. TO (` WIDTH VARIES -SEE PLAN TO 90% RELATIVE DENSITY. 95% RELATIVE DENSITY TYPE "B" 6" CURB & SHEET C4 AND C5 J v GUTTER -SEE DETAIL 2 2% MAX. -� 5 6" CONCRETE CURB r THIS DWG. ; CO w C6 SCALE: NONE /�\/\i \/� \\/ , \\/\/\\ \/ �\/ j/\//\ j/ //�\/\/j //\ j\/j\ j 10" DIA / %\\/\\/\�/\,\ ,\\ �1.� Z Z 'J 4' 4' rl2 ADA SIGN DETAIL 4" THK. W/W A.C. PAVEMENT-,W/W CSCALE: NONE CONCRETE WALKWAY Wf TYPE » B» CURB & GUTTER Q p Q WIDTH VARIES -SEE PLAN C- H 4' W/W, 6" CONCRETE CURB- SHEET C4 AND C5 W � W W W W _ 5' OR 8' SEE DETAIL 5 THIS DWG. 2% MAX- Z Q Uj 4' W/ 5 4 W/W PAVEMENT 'i / ''/ ' r ,i\//\�, J J /\ \/.\f //\\�/ Z 1 13 CROSS WALK STRIPING \ �%��'4" THK. LU LU W 5' 22 /24,/25, C6 5' C6 SCALE: NONE CONCRETE WALKWAY W/ 6" CURB 0) cc WIDTH VARIES -SEE PLAN W SHEET C4 AND C5 2 6 DRIVEWAY MODIFIED C.O.B. DETAIL ST -6. SEE DETAIL 10 ON SHEET C6. LANDSCAPE AREA co C6 SCALE: NONE (SEE SEPARATE PLAN) 2% MAX. LANDSCAPE AREA (SEE SEPARATE PLAN) W/W > < < 4'/j//��//\\/j\/i\\// //\\//\//\\ ;\\//\\ j\%/\\//\ji //�; \\//\� j\\/j//\ z <, S a 4" THK. 1 3 2 1 17 NOT USED CONCRETE WALKWAY ONLY CIS SCALE: NONE o X11 a_ x 1. CONCRETE FOR WALKWAY SHALL BE CLASS "3" (5 SACKS PER CU. n. TRANSITION TO 0.00' YD.) ON 0.5' COMPACTED O.G. TO 90% RELATIVE DENSITY. 0 ELEVATION FOR ADA RAMP. 2. EXPANSION JOINTS SHALL BE PLACED AT SIDES OF STRUCTURES, END OF /1/2" DOWEL GREASED ON 1" SLNT-2 & BACKER ROD CURB RETURNS, AND OPPOSITE EXPANSION JOINTS IN EXISTING CURB. TRANSITION TO 0.00' ONE END @ 2'-0" O.C. ELEVATION FOR ADA RAMP. 1" MAXIMUM SPACING - 60. FT. o 3. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT 15 FOOT INTERVALS ® a OR AS DIRECTED BY THE ENGINEER. STRIPING -SEE DETAIL 13 Z p°' n` ;'' a n L' `'' r' FIOLLER 4. SCORE WALKWAY IN RECTANGLES OF NOT LESS THAN 12 SQUARE FEET NOR n o MORE THAN 20 SQUARE FEET, ON SHEET C6. n n c 5. CONCRETE SHALL BE CURED WITH A WHITE PIGMENTED CURING COMPOUND W \ n COMPLYING TO SECTION 90-1.03B OF THE STANDARD SPECIFICATIONS. W Know what's below. Cal I before you dig. w 9" 9» LU co o 'x T 15 EXPANDED GUTTER 19 CONCRETE WALKWAY w C6 SCALE: NONE 18 SIDEWALK/WALKWAY EXPANSION JOINT C6 NO SCALE C6 1.7-7268 U. NO SCALE CITY RECORDS NO: 0 I I I ^ - 4" " 1 , I . ", 11 , - I I" I �, , 1� , ,� ,,� �11�. � ,,, � 'i... .." � ,,,, i � I � 1, � � . ­t,ttlt I �_, ,., � ��, , , , I , " , 1� 1�,4,, I � . � , I , '. , I , I �111� " � ,� " `� , " " �, � �, , , I I PRELIMINARY , Vr,s,rim TVNTKrIVF TRACt, 7263 NORJEGA ROAD & OLD FARAI ]ROAD I I I I BAKEXSFIELD, "LIFOIINIA I I � I . I I I 'KA , , PRWV" No� 022-14078 MA�y J512oI4 � � I I I I I I PREPARED FM. I . I M% MARK WINDES MRINLAND PARTNIEWSI LLC :4927 CALLOWAYDRIVIE, staTE 101 BAKERSHELO,XAMFORNIA.93312 I I prepared br. I I KR.47AN,&- ASSAICLATILS,INC I GF,OTF,CIINICAL,F,N�(;JNEERTING,1)1�llitON I 1 2205 Co,Y AVENVIE � � I BAKUSFW0, CALwoaxLA 93107 (661) 837-9200 1 1 -e�w��'% ,w,g,Kraz_.,an,_ :4 ,,� ASSOCIAUS, N,N�­ ­=' ---""-.,-"��--��---,�-,-,.,--.e ....... _____ ............ _ _ - Silff [�IEVEVDPNOE'� 7, ENG?N,!E��',RS I I -,- .r-0- = � Kxazan. &ASSOCIATES, INC. ­­ __ ___ - CEOTECHWCAI, ENGINEERMG v f-_ ,NVJR0NMEr,jTA1, ENGINEERING CONSTRUCTiON TF5'TlNG,& !,NMf1[XTk0N . 'May 15, 2014 KA Preject'No, 0212-14078 Mr. Mark Windes Kern Land Partners, LLC 4927 Calloway Drive. Suite I 01 Bakersfield, California 93312 RE, preliminary Gen,technical Engineering Investigation , Vesting Tentative Tract 7268 NAirlega Road & Did Farm Read Bakersfield, California Dear Mi, Winder, ' In g th I ,uginceffirg Invest igation for tile , iccordance, wi your requesl, We have coulpi,eted a C]eolcehmcal 1,� I I a-bove-referenced site. The results ofour investigation are presented in, the anached repilit. I . if you have any questions, or if we may be of,further, assistance, please do not hesinue to, contact Our office at (661) 837-9200, . I - , Respectfully submitted, I +SS,fo& I I 11 11� 1(11� I �, , �� 11 � AZAN & ASSOC I I I I �1` Z � � I . I - , I 11 � , �kl _-1 i I ��,� ��', 1, I I I 115 . � C1 ,� NO I,VN3 '1�1 11 &� 11 = , a,* I t"w \, , 'm0��M,,,�,,�0�, - I t, ��". I id Ike � Z, 11 � 1 ln�, _."..'& anaging'Eng' , . _,,, E�, > I- tP,mf-otc0k��O - . ­�__ '11�> GENo. 2698. 'E'No, 601:95, "I I 11 0,�,� C k� , I DUN__1___1' __ I. ---..-- I Witti 0hicesl5ervilag The Western XhIfted States 11 I � I 1 2205 Coy Avtaw,k BakmQdd, �,'�Wi�piila 91a307 - (01) 837�9200 - Fax-, (661) t37�9201 - I ,)I>r,c , I � � = wo,q 2*01 nmd ,zo I � I CONCM SIONS ANDRECOMMENDATIONS 11 K�� � � Ba I y investigations, ,along ,sed go the findings,of our field and laboralor '' with previous Geotchnical I I I I experience, in the pro)eat area, the folkiwing'is a stuninary of our evahiafions.� conclusions, and recommendatiorm , I � I I I I I I I I I I � I _Adn inistrativelu alar L_____ _Rl__Z Ili brief, the subject site and soil conditions, ivith the exception of Abe loosesmi-lace SoRs"I'llimaterial, , and previous, development, appear to be conducive to the development of the prqje�ct, Thesurfhee soik have a very loose consistency, Those ,soils are disturbed, have lov�.%� strength characteristics, and are highly compressible wholl saniratcd� Accardjngly� it is recommended that these surface soils be rccompaetcd� The tornpaction eflort should stabilize tile stirlacesoils and locate any unsidwbic o- � pliant areas not found dirring our field 'Investigation. Approximately I to 2 feet Of fill Material was encountered within ill,-, borings drilled throughout the site� Inaddition, end dump piles of fill ,,oil swe located throughaut the she� The I'tt),I)latefi��l)'Plvdominat�-',13, I I I consisted of silty sand and sandy silt Some Of these soils eo,ata s consisting of asphaltic , . ined debris I concreteandcontreto pieces. The thick'ness and extent offilluraterial was determined based oil lialited test borings and visual observation. I Thickerfill may be presentat tile she, Veril" ,, ication of the extent of � � fill should be detennincil during, File gradftlg� United testing was peribrined oil tic fill soils during tile time of our field and lat-ioratory inve,st � igations, Tile limited,testing indicates the fill soil have varying strength c � haracteriitios, rangingfroin loosely placed to conipactal. Therefore, it ioracommended thefill. soils be excavated andstockpiled so that tile native soils can be pre be pared properly� These Soils will I , A , v 'allies, debris, and suitable for reuse as Engineered Fill, provided they are cleanse of exct,ssi e OP6 , fragments greater than 4 1 Inches in maximuni ,jiluension. Prior to backfilling, I KwAn & Associates, lrlc� 11 requ re should inspeathe bottoin of the excavation to vcrif,�, no additional removal W' I be i ii� The mkJority of The site Wtus previouslyruilixed for agricultural porixiscs� In addition, a rural residential , , development was previously located in the southwestern portion of fhesite� A water,well is Still present , in the soudwril portign of die ske, 1110 site, is surrounded by a-sidenikil developments, Associated wid, these developments an- buried strocllrrc�,, such es utility lines and irrigation lines that mayeXtond into 'tile project sne- Denliolition activities should include proper removal of any burled struclures. Any burled structures, including utilities or loosely backfilled excavatiomg imcminticrod J4rin9,i3OA0;trA1c1im) ,,should: be or 0 finit properly,reinoved and," relocated. The resulting excavations should bo cleaned to, I native, ground, and backfillod widt "Enginecred Fill, compacted to a minimum of 90percent Of Maxillium density based on ASn4 Tesi Method DI 557, Slandy soil conditions were encountered Jilroughout thesitc. These coliesionless; soils have- a tendeacy to eave in trench Wall excavations. SS , horing or Sloping back tren, ch, sidewalls may be required within � I those saacty soils, I � , After completion of the mcommended,sitt preparation, the silo,should be Suitable fors.ludlow1bating , I - igh I - of support. '111P proposed structure, footings may be,des eilwilizing,ita'allowable bearing pressure . J 2 000 I obtingp, should have a mininium embedment of 12 invhes� I 1�1 jisf-for dead -plus -live loads, F I � � I I I � I finWA&8iM1a&9AM2L&M9KW&fflAn!SYM I I Based on,our findings and historical records, It is not anticipated that groundwater will rise, Within the zoneofstructurAl influence or alflot the construction of foundations find pavements for the project, I I I BoNveverl it carthwork is performed during or soon after periods of precipitation, tilt subgrade soils May , _ . ,become sannated, 1`puftlp,,,�,or not respond to Jensification technique.',. TYPical TOWedia) measures � � � I ateri v . ILI include- disthip ,, tilt soil with dryer in at$; to," V - land aerating,the soil during dryweather, miking I � Mad replacilig tile soil with an approved fill olaterial; or mixing -the, Soil withanappr."wed rJoic or cement , � I product, Ourfirm should beeonsulted prior to implementing remedial measures to observethe unstable satigradc conditions and provide appropriate rocouirtio,ndidiotm I I isift-PAU."ation General site clearing should include removal of vegetation; existing utilities, structures including formilinions; basement WAUS and floclt-,�, existing stockpil,od � soit, trees and associated root aysterns*, rubble; rubbish; and any loose anil,tor saturated mi MU , , ilat als, site strippin should extend to a "at Ji in , n ,cri 19 I . I I depth of, 2 to 4 hiches� or unfil all Organics in excess of 3 percent by volurno are retnoved. Deeper stritppitig, may be required in localized areas. Those materials -will not be suitable fort's -2s Engineered Fill, Flowever, strippedtorpsoil may liestockpiled and roused in bindscapii or tion -structural areas, Approximately I to 2, foctof fill material was encountered within the borings drilled. throughout the site, , I Ili addition, ead dump piles of fill soil are located throughout the site� The fillAnaterial predominately consisted of silly sand and sandy silt, Some of these soils,contaitted pieces of .asphaltic concrete and concrete debris, The thickness -and extent of fill materialwas detershined bascd.on firnited ttst borings and visual observation, Thicker fill may be present An, tile �,ite. Verification of tbeextent Of fill should be 4etermined duringsite grading. Limited testing was perforined on the fillsoils during the time,of our field and laboratory investigations, The limited testing indicates the fill soil bave varying,strengfil oluiracietigtiog ranging from loosely placed to compacted. Therefore, it iS recommended tAe fill soils be excavated and stockpiled so that thenative -oils can be jarepaivil properly. These soil$ will he Suitable for reuse as Engineered Fill, provided they are cleansed Of excessive organics, debris, and fragments I . greater than 4 inches in maxinium dimension. Prior to backfilling, Krazan & Associates, Inc., should inspwl the bottom of the excavation to vvrify no additional removal will be requited. � The majority of 010 site was previously utili7odfor agricultural purposes. Ili addition, a rural residential development was previously located in the southwestern portion of the site. In addition, the site is surrounded by residential developments, Assooiated with these developments are buriedstructureg such as utility filici, irrigation liries and a water well that may. extend into the ,project site, Any burica structures eneountereddlifing construction should he property removed andfor relocated, Thc resulting I � � I I excavations should be Wearied to firm native ground mid backfilled with EngineerW Fill, compacted to a At ax I %cavations, ninianna of go percent of in imurn density based on, ASTIVI Test M, ethod DI 557� E &T-ressions, or soft and pliant areas extending below planned finish subgrade level should be cleaned to fint; undisturbed ,,oil, and backfilicti with EngJacered FiM ingengrid, any septic tanks, debris pits, , � I � I I ccaspools_or t imilar structures should be entivelypimoved. (�oncretc footings should be removed to all I � equivalent derAh of at least 3 feet below prgpowd fucifingelevAtions Or as row"UnWA04 by tile Soils , I � , Engineer. Any other buried structures should,le ,removed Ili accordance will, die reco"Unclidationsrif the'sollsEligineer. 1'hemsultillgtNcavationsstio,uldbaboOfill-tdwidi.r-;ngine,P,mdFill� I I�ollowing stripping, fill removal, and deraolition activities the exposed subgrade within building pad, ox , aN tedIn ion inuin eP4 I , terim. flirovork and pavement areas. slid 5 ftet beyond should be Pxe ,a a i i d bof 2 1 inches, worked until uniform ,and fret from lorrge clods,, Alloisture-conditioned as nwesslityl and I recompaoted to a rumitnum of 90 percent of maxitnurn density based oil ASTIM 'rest Method D IS 57, Prior to backfilling, die exposed subgrade should be priolof-rolled and observed by Kra-rmn & Associates, Inc, ,to verity stability, 'This compaction offort ,should stabilize the surface -soils and 10OW9 ,any unsuitable or pliant aroas,not found during our field investigation, The upper sold.1s, doting wet winter months, becolue vety moist due to the absorptive ellatuderislies of tile soil, Eanilwork operations performed during winter months aley� ento-tultet very moist unstable soils, whiell rnay require removal to grade a stable, building foundation. Prt.&ct site winterization consisting of placement Of agggregate base,and rmtectinge,&posed soils during the, construction phasic, -, ,, ,should be performed. I A representative of our firra should be present during all site clearing and graijing operations to test ad I I Observe earthwork construction. 'r -b � is testing and observation is, an integral pan of OUT service as. I . � acceptance of carthwork construction is dependentAillu, ,n compaction, of the roaterial srulthestability of I theinalcrial, Tile Sol% Engineer may reject any material that does not meet compaction mid stabilitv roquircintans� I'lather rocornialmdetiol,is Of ri. I , is repc M on at 4 mv predicated upon the assu, pti th earthwork construction ,will conform it) recommendations set forth in this section and the, fingincered _ Fill section. ,UW.Illgered Pill The on-site, tipper native suits and fill niaterialare predgininately silty sands, sandy silts and sands. Clayeysand soils were emaountered st depths belowapproxiinately 3 to 4 feet, The soils that do not contain clay will be suitable for reuse as Engineered Fill, provided they -are cleansed of excessiVe ,organios, debris. and fraginents larger than 4 inches in maximum dillICTASiOn, 1110 On-sho ClaYeY Soils . with an expansi . on, index , greater !,Iran 15 should not be reused as Engineered Fill within The upper 24 inches of slab -on -grade, and exteriorflatwork' Areas. "I'he preferred materials specified -for Engineered Fill are suitable for most applications, with die ,, . -exce . an, ing. the ption of exposure to erosion, 11tiiject site winterization. ,,.<I protection of exposed soils duri , construction y c pbase shouldbi, the sole responsibiliIN if the contractor since tit has to, mplele conlrol Of the project site at that time, Imported Fill material should be predonlinalety aml-expansive granularmuiterial with a plasticity index I � vu , and e,sdiao It) and a UBC Expansion Index less durn I 5. Imported Fill -should be free, ftc , roc6 , I I lumps greater than 4 inches in dianieter, All imported rill material should besubmitted for approval to, ' I the Soils linguiver at least 48 hoursprior to deliven" to the site� I Fill soils should be placed in lift -3 apprOximately 6 inchos thick, moisture-conditi0110d Wa Minimum of 2 percent above oplialurn moisturecontent, and compactO to achievo, at least 90 percent Of tilt' mrixAmme density based on ASTM Test Mobold.D1.557, Additional lifts should not be placed if the previous lift did not sneet the mquired dry density or if soil conditions are not stoible� , Rmiulwlaumgnuiag I 'File ground surface should slope ,,,v,vay from building pad and pavement areas tirward appropriate drop I inleLl or other siArtuce drainapVc, devices, I'll aw-ordallpq will., ,.S,octiori 1804 of the 2013 California I Building Code, it, is reeommendedthat the ground surface adjacent to foundations be t' ,lc)Pcd a rnininnint of 5, perceut f , istance of I ofeet away frornstructures, or to an approved alternative ,or 1, minbourn d I means of drainage conveyance, %Vatc-s used for couveyanceof draiaagt and located within I Ofect. Of loundations should be sloped a Minimum of 2 percent, Impervious surfaces,, such as pavenient and exterior concrete 11atwork, within .1 0 feet of building tbundations should he sloped a inininium of I I � percein away from the structure- J)rmnagc, gradieros should be maintained to carny all surface water in -.ollw,iol,l.facifitic"5�in�lofl'-,-�,'�-'te� l'besv, grades sliould be maintained for tile life oftbe project_ � Utility -Treach Rackfill LiAl.lity trenches should be cxcavatO according to a s _ accepted criggineering practice- following OSHA (occupationel Safety and I-lealth Administration) standards by, a 00finclor eWriellce(I in Such work� I ic go Tbe responsibility for the safaq, of open trenches should be, borne by the contractor. Traff it vibration adjacent to trench walls, should he reduced; cyclic wening and drying of excavation side I I slopes shoal I d be avo,ideol. Depending upon dic: location and depth of snule utility trencilos, groundwater flow, into open excavations could be 04p ,olloNvingy periods of 'c,rienceii, tispeelatly during Or shortly f; , preciphation� Sandy soil conditions'Werc ellcOuntored throughout the site, TIles4, coliesionless soil's have a, tendency to ca,vc in trench wall excavations. Shoring or sloping hack trencli %idewalls rnky tic required within 'these sandy wils� litilihy treach backfill pined in or:a. a s � " ice a I , ad xterior $1 b� ,should be ,� i, pacted toat Jacenitolluildings and c � I I ' i least 1 90 percent of the AnSX1111111a density based on ASTN4 ',rcst Method 131557, The 'utility UvOcl, I . back -fill placed in paverient areas should be compacted to at least 90 Percent Of, tile Inaxiniunidensity based on AI,TI'N,l Test Method D1557. Pipe bedding should be, in accordance with pipenuma&-311roes I I recommendations. I I I I I -nit contractor is responsible for removiag all water -sensitive soils f1roluthe,trencit regardless of the boolifill location, and col"PacdOo reiltdremerns. *.nle ceirtr ,q W . actor should use appropriate L uiplaent id methods to I avo I id damage to tile I inilithisand I l'orstructures during fill placement,and compaction. � I I I I 129PAlabous I � I I I After oornploijan of the recommitended We preparation, the site should be suitable for ,,),allow footing I I I I I ,support, 1:1he proposed struchinsulay be, supported o,n a atinflow, .foundation sySteni oil undisturbed I a 've s bo s tan be designed for the folio � wing . at, ,oils or EAlginecmd,filL Spread and continuous r iling I I � maximum alhm,able soil bearing pressures' . . . I Lead . AllowlibleLoa in Mad Load Only 1,500 psf . De.ad_PJus_I.,ive J,ciad 2,000 psf , i Totall.olid. iftouding.windi.)y seisimic loads 2,650 psf I I I 111c, exterior fDothigs should have a milliclurn depth of 12 inches below pad subgrado (sailgrade) or adjacent exterior grade, whioliever is lower� Foolings should have �' minil"nule width of 12 inches, regardless of loa& 1110 touil snovernent is 1101 C'xpecied to exceed 1, inch, Differential movement should be less than ',,,�'� inch, Most of tile movement is c)opected toi occur during construction as tile loads are applied. Ilowever, additional post-constructieft settlement Inky Occur if .tile foundation soils are flooded or- , saturated, Resistance An, hocrul footing displacement coal be computed usingan allowable friction ,factor of QA , aeth ,uI-,q,,iofting subgradc. Lateral resistance ,for fix:ltiags call , 1, ig between the base, of foundations aml the s I alternatively be develo using an allowable equivalent fluid passive pressure of 350p6ullds per cubic I ped , lbot acting again-st the, appropriate vertical footing fhoca", Tht frictional and passive resistance of Abe , soil may ,ase , be combined without reduction in d6terovining tilt total lateral resistance, A 1/o incre , in tile above va I hie trury be used for short dorm ion, wind, or-wisinic loads, All of the above earth pressure,% are � I unfuctored and are, -therefore, 00t inclusive OffhelOrs'of stoh"MY- I ' hoor SIM,% atidjk%letior FlAmork In areas where moisture -sensitive floor coverings will be used, concrete Apli-,on-glaJe floors,should be i I I tinderwin by �a water Vapor retarder. Tile, water vapor retarder should be installed in acw,rdance wilb accepted en I gincoring practice, Tile water vapor retarder should consistofavaporm4arder sheeting undeflain by a minimum of 1 3 inches of compacted, clean, gravelef %_mch iiiaximuin sl= To aid in I I '01101010 OUrit4ito opfibnal,2 W 4 inches of granular, fill may hn placed oil top of the vapor retardcr� , the granularfill should consist ofdatup clean s I and with at least I 0 to 30 perceirtof thesand Rassins, ft � I I I 00 slive, The sand Should be: free of clay,� si li,, or organiciamerial. Rock dust which is manufacta rd sold from rock crushing operations is tvpicallysuitsbIO. for tile granular fill, "I'Insgnmular fill material , , I � should be i,ornpacted" - �� � I I I I � I I I I � I � Tic exterior, floors shoold be poured separately in Ander to act independently of -die mmils, and � � I foundation systern. Exterior finish,grades shou � ld be A I oped it millinium of I to I% Percent, Sway from all interior -��,t.ib,am,�as,to�,prec,ltidelyonding of water adjaceinto the sundumes,, Mlfilh;requiredlobring � � the building pads to grade should he Engineered RK I I I I � Moisture within. the structure A I uay be derived from water vaPOTS, which were olinsformed froin the ' I . I inoisture with - i0be soils, 'I'llis moisture vapor call travel fteugh the vapormerabrane slid penctrate the slab-on-gra4e. This moisture vapor penetration cau afte&I floor triverings and produce mold arld , nijkle-w in the sbucture� To redoce inoisture vapor intrusion, it is reeiiiiiinended dyal a vapor muirder be installed. It is recocuriendi:4 that the utility trenches within the ArOctul'O, he CORIP4CWd, As specified in , our r,eptat, � . , to reduee the transmism4on of moistore through the utility trench backfill. $pecialattention to � the imittediatedraninage and irrigation around the building is tr,coinmendW,. Positive ,drainage should be � established away froni,the stalcuire and should be wainutined throughout the, life of tile stnicture,� 'Pon -ding of water shouldnot be allowed adjacent to'dic sil-ucturc, Over-jrrip I ,gation, within landscaped areas adjacent to the structure'should notbe perfbrmed� In addition, ventilation Of 1110 structure 0�0� ventilatio, 9 n ilor re .fam)is,mo,jumendedioreduce,ttie's,muinulationdf,i,teI JuDislu , I Lateral Earth Pn%vures and Retaining I Walls waining horizoatal back -fill undcapableofileflocting a minimum OfU Percent of its height at the top may be designed ms' an equivalent fluid active pressure of 35 pounds persquare foot per fool, IRS I of iiepth� Walls, incapable,, of Alns� deficerion or are fully constrained walls against deflection May be designed for all equivalent fluid at --rest pressure of 55 pounds lir square foot per foot. Of depth. , I Lxpansuve soils sbould not be used for backfill against walls. the wedge of non-oxpansive backfill material should inavadfrom the bottom ofeach rctaining wall Outward and upward at a slope, of 2A , ' (jultizontai to vertical) or flatter. 'nie stated lateral earth pres, sum do mit include die elfacts of hydrostatic water pressures generated by infiltrating surface water that may accurnalate behind the randaing wall-,- or loads imposed by construction equipment, foundationi, or roadways, All ,oftbic, v above earth pressures are unfactorLdstut aM thereforo, not inclusive of factors of safcty,� if you havo any questions Or if we May be of. furtherassistance, please do not hesitate to contU01, our offite at (661) 831-9200. 1 . Respectfully submitted, KRAZAN & ASSOCIATES� INC� I � �� � lt� __ 1�� �Vv lwq�vizw� 11 _�________� I `ngm l- . 'N,l __2LqLect L eer I : I I � I I I , V 1 YY4 , � I---,-- ____1, A I I 9. I e , I I , � � I I I I I <-. � , " , _rWall � Jar 7_ 1 0 f I , ?�,jR, � I b "Nianaging Engi " �i I j "I'll, I , "O." - 3�1 21V4 , RGE'Xo� 2698" ' No. 4�, 9 t" I , I * �11Q-111 __ "I SNIDRJ-ht I ��� ..... , I ci$P I " , I � � I , r P At, , � _APPENDIX R EAR WORX SPECIFICATIONS Llffl� I . I (�62FN �ERA�L When Ole tex , hit the � gen a of 'the report conflicts w , cral g , appendix, the, I �peeifioatioos in this , mcoromandationi in the report have precedence. SCOPE OF WORK: These SpCloificafious and applicable plans perWan to and include all earthwork associated with thesite tough grading, including but not limited to the furnishing at MI labor, tools, and equipment necessary for site cleariagand grubbing, stripping, preparation of �aundafion inaterial", for rcceivin � hlg� placement and compaction of fill and btAckfill materials to the ,g rill, excavation,proct:ss lines andgrades shown on the project grading plans, and disposal of -excess materials, PERFORMANCE: 71be Contractcr shall be responsible for the satisfactory coUlPhitiDA Of all earthwork. in accordance with the project plans and specifications, This work shall beinspeciad and tested by -a representative of Krazan and Assmiates, Inc_ hereinafter known as tile Soils Dighteer I andlor Testing Agency. Attainracnt�of design,grades, when achieved shall be certified by tile project I CivilEngincer. ,&-01 the, %oil$ Taigiocer and tilt- Civil Engineer are the Ownces rcilresentativ M I r the Contractor should fail to mect the technicul or design requircinvins embodied in ,this document slid on All I c applicable plans, he shall make the necessary readjustments until all work, is deemed satisl`44aory as determined by both the Soils Engineer and the Civil'E,agineer. NO deviation from theses cificatiOnS PC I sliall bernade except uponwrilitil approval of the Soils Engineer, Civil 131),giAlm, or ptqim,,t Architect, . No eanhwork. shall be perfortned without tile physical presence or approVal of file $ 1 Oils Eagincv,L Tile Contractox shall uotif�y tile Soils, 1�,Aigjnoer at least 2 working days prior to the commencement cfanY aspect of tile site callfiNvork. The Contractor agrees that he shall assulne sole and comple'te responsibility for job site conditions during. the,courst of coustruction of this project, including safety of all persons and Pr011e"Y; that tilts requirement shall apply continuously and not be Ifinite to riclunal working hours; and that tho Contractor shall defend, indetmaily slid bold the O-w.ner mid die Engineers harmless from any aild all liability, real or alleged, in connection with the perforniance ofivork oil this project, except for liability , . � arising froin'thissole negligence of the Owner or the Engineers, I'ECHMCAL RFQ1Y1RKrY1FNT,S,-� All corripacted materials shall be densified to a density not less than 90 percent relativ-ceornpaction based on AS'17N41'est Method D1557 or CAL -216, as sp,ecific<1 in the technical portion of the Soil 1,�,ngmeeesreport, The location andfTeitnowy, of field dertsity tests I I shall be ,a-, determined tky tile Soils� Engincer, The results of these tests and ctmipliancc with these specifications shall be the basis,upkin which satisfactory completion of work wit] be judged by tilt Soils I Engineer, SOILS AND FOUNDATION CONDITIONS: Tile Contractor is presurned to have visited file site alid to have familiarized himself with existing site conditions and the cantonis of the data presented ill , thesoil report , The Contractor shall make, his own interpretation of the data contained hi said report, and the Contractor ,shall,not be relieved of h4bilitylaider the Contract documents for any loss sustained asa resull of ally I v � ariance between'conditions indicated by or deduced fwal saiti. report and th � �e, actual conditions encountered during the progress of the work. DUIST COINLROL, Tile work irjclti*�5 dust control as required for the -alleviation or prevention of any dust nuisance oil orabout the sitcor the, borrow area, or offm,shv if caused bY the COluract0es Operation either during the perforimmoe of tile earthwOrk or resulting ligill dro'conditions in whith The Contractor � I leaves the site. The ContraJetor shall assume -all liability I ,, including court costs of codefendants, for all clairas, related to dust orwindblown,t,natti�i�als,attribotable to his worL. , - I 244 -riff., 1PIR-KIPARRATION Sitc,preparation shall consist, of site, clearing and grubbing and the, preparations of foundation: material,,; for receiving rill, I I CLEARING AND GAURRINQ 'File Contractor ii-liall,accepi Ille site in this present oondition and . shall dernolistiand/or remove, fiom theilrea of desirmaw project cartinvork allstructures, both surface slid subsulface, trees, brush, roots, debris, Organic malter, and all other matter detennined by the Soils Engineer to he dc1clerious or othcjiviseimsuftal)lc� Such materials -,'hall become the property, of the . , Contractor andshall be retwoved from th e site. Tree root systents in proposed building areas should bexemoved to a rniminum depth of 3 feet, and to such. all extent Which would permit removal of all roots larger than I inch, Tree, roots removed in 'parking areas may be limited to the tipper I 1/z floot of 'the ground surface, Bachfill ,of troe Toot excavations should not be pennifled until all exposed sarfaces have been inspected and tile 'Soils Engineer Is Present: fm- the proper coiurc�l of backlilt placcluent and eorltpactioh� Burning in areas which , art, to receivefill nuittiri415 *hal I not be pen , , Aritted, I SMGRADE PREPARATION'- Surfaces to receive 1,-ogmeewl Fill, building Or slab losidssliall he I _ I prepared as outlined above-, excavatasoarified to ,a depth of 12 inches, moisture-,conditioiled as I , ' necessary, andcompacted to 90 percent relative coillpaction. Loose Sol] areas, areas of uncertifled rill, and/or areas of disturbedsoils shall be, moisture-conditiolled , I I I as necessary and Ae compacted. to 90 percent relative compactiOn, All ruis, hummmks,Or Other uneven I i - su I rface features shall he removed by surtki-c grading prior to placement of ail), fill materials, �All arcias which are to receive rill materials.shall be approved by the Sol Is Engineer prior to tile placeflient,of any I � , , of the fill material. EXCAVXfJON, All excavation shall be accomplished to the W-deraucc normally defined by the Civil Engineer as .shown on the project grading plans. All over -excavation below the grades specified shall belmakfilled at the Contractoes expense and shall be compacted in acoordance with tile applicable Technicid requirements, FILL AND BACK1111, M�VrEUIAL- No material shall be aloved or compacted without the limscow of -the Soils Engineer, ',NUteiial from the I required site excavation may be utilized for construction site fillsprovided prior approval is Siven by theSoils.ka%bwer. All materials utilized for � "constructing sitefills shall be free from vigautiou or other deleterious titafter aS determined bythe Soils ,Engineer, I PLAC.JUKENT, SPRFADING AND COMPACTION- Tile placement and spreading of approved fill . inaterials. and tile processing. and compaction of approved fill] and native materials shall be die I I I responsibility, of lbe Contractor. However, compaction offill,materials by flooding, ponding, orjohing shallnot be pertnitted unless spotificallyz ,ineer , ,pproved b -y local code, tawell as the Soils Egg - I Both can and -fill areas §tiall be, surface -compacted tothe satisfaction of the Soils. Engineer prior ,to final acceptance, . . ' ' -pre � it is frtrzeu or thawing SEASONALLIMM3; No rill materialshall be placed,s -ad,orrolledwhik I or during unfavorable wet weather conditions. When the work is interrupted by heavy faiftS, fill operations shall not be Tesunied until the Soils Engineer indicates thalthe moisture content'and,densily of previously placed fill am asspocified- I I AMPfflMi-C 'tA- "i T , I'll . I � * . �.- lis 1. DEFINMONS - The term "pavement" shall include asphaltic cOricIvere' surfacing, untreaw aggregato hm, and aggregate Subbase. '11)e term %ubgrade!' is that portion of the area.011 which surfacing, base, or subbase is to be placed� The terin, ,�Standard SpcOfications'% heroirtafter rcfe,ffed to is:the May N06 Standard Sper,ificAtions of . ' the Stme, of Califomia, Department of Transportation, and the "Materials Manual' is the M, awials Manual of Testing aad Control Ptoccidures, State of California, Department of Public Works, �Divisioa of Highways. I The, term "relative- compaction" refirts to the field density expressed ao, a percentage of the taaxirnam�laboratoly density asdefined in1be applicable tests outlined in the Materials Manual. , � I SCOpE, Of Woj�.,_K - This portion of the work shall include all labor, mateii;ils, tools, and , I I equipment n � ecessary for, and reasonablv� incidental to the completion Of the Pavement, shown 00 the plans and at herein specifie4, except work speeifjWly 0oud as "WorkNot. lncluded�" . 1 3, pREPARATION OF THIE SURGRADE - The, Comactor%hall -prepare the, salrfm of the vuriOus I sobgm*",i r4;4iving sub;sejuent Pavement courses I tiD tbeiines,: grades, and dimensions given on the Via,,$, The upper 12 indies of the soil subgrade beneath the pavement seaion shall be compacted to a Minimum ft'lative compaction of 90 pement. Ue finis.hed subgrades shall bt:tes,led and approved by theS,olls Engineer priorto the, placement, of additional pavement wunm&. � I I 1 4� UNMATED AGGUGATERASE - The 499T094W base, matv,rial:141411 W, spread aild 00,111PACted ' I on the prepared subgtade in conformity with the lines" grades, -and dimensions Shown on the Plans. 'The , I I � I �­ I - 1-1 - ,� ,� - _­­�___ _4�14�11_4�5_ - ___1_1_,_-, 7, ­_ , ­ , I The agW,egate base mat, i i It I f or Class 11 mate 'rial, I V k inchcs maximurn size, e6a s al be spread ,and, compacted in accordance with Section 26 of the �tan<lard Specifications, The aggregate base material I shalt be spread in lAyers not ,exceeding 6 itiches and,each layer of aiggregate- material course Shull be tested and approved by the Soils Engineer prior to the placernent of successive layers. The, aggmgate base material shall be compacted to 6 minitmarl relative,00M)PAC600 Of 95 percent,. S. AGGREGAMSURIBASE - 'rho aggregate subbilseshall be spread and compacted on the prepared subgrade in conformity with tht- lines, grades, and dimensions shown on -the plans� The a#gtegate , c ion . nd d Specifications for subbase mawrial sha]l conformto thc requirements of So i , 25 of the Sta at Class 11 material� The aggregate subbase material 5hall'be compacted to a mininiurn rA_lA0Ve,cOnlPaC,fi0T1 , I Of 95 percent and it shall be apmad and compacted in accordnee with Section 25 of the Standard Specificatiops� Eac,h layer of aggregate subbaso shall be WSWA and 4F1PT0'-'Cd by the Soils Engirieer � prior to the placement of'successivt la,YeM 6. ASPRALTIC CoNcItETE StJRFACANG - Asphaltic concrete surfacing shall consist,of a mixture , , I of tninerat ant,epte and pliving grade asphalt, Mixtd at 8 CMU21 ruj)cingplatit and 5pircad and contpacted on a prepared base in conformity with the lities, #fades and dhnpnsibvs,�gbown,on the plans. I � I The viscosity grade of the asphalt shall be PG 64-10, The mineral aggregate shall be Type a, Vz inch ' � ma�dmumsin, medium graoing mid shall conforal to the requirm, en%, sel. forth in Seciton 39 of the Standard Spetifications. The drying, proportioning and Anixing of the materials shall cOnf0r,M to section, 19� The Prime coat,, spreading and compacting equipment and spmading and compacting mixture SWI I to the appl,14,-ahle chapters of Secion 39, with the exception that no surface, courw shAl be conform ­ � I , I ospheric ternpilt-4turt is below i.na shalt 'be placed wbvn the atiti 56' F. The surfac � I rotted With a oombi"Mict, ofsteol wheel and pneumatic rollers, as ddserib,ed;ij, Section 39-6. Thes,urfitce course I shall be placed with. an approved self-protiel led me,clianical spreading and fiq'ishing machine. 7� FOG SEAL COAT - The fbg sea) (mixing type asphaltic emulsion) shall conform to and be applied in acwdance with the requirentents of Section 3 7, I 4A%"#A.9.KJ_'a� &ASSOCIATES, INC. GECYTECHNICAL ENGINEFROI,C - ENMRONMIENTAL LNC�JN��,Ep,l I N,G I CONSTROCI'16N TESTIN',G & M��PEC.IfON June 28, 2,01 8 KA Project No. 02-2-14078 Mr. Mark MUdeg Kern Land Partners, UX 1 4927 Calloway Drive, Suite I 01 takmfleld, CA 933 12 awirld,&,Lg%4t qqx-MRa-gi��--ogLu _q�,',_ %L , Re. C"technical Engineering Investigation Update Tract 72" NEC Noriega Road -and Old Fann Rosa Bakersfield, California " Dear Mr. Windc& In accordance, with ft request ofMcInto.%b & Associates, we areprovidingibis GeoteebuicalEngincering Investigation Up&tefibrTraot 7208, to,be located northeast of the intemotion of Notiega Road and Old Fann Rbad in Bakersfield, California. The purpose of this Updateis to address any changed site, conditions I aiid subsequmt.� modifications or a4ditions, to the reconumbdations of the original report, as well as� to I provide additional information tovonforni with ,seismic design requirements of the 20,16 California Ruilding Code.(2016 03Q� This Update sball be,applicable only for tho currcritly proposed devel*pment ,at the site, ' . I A Preliminm Geoteehni,cal ftneering Investigation was previously completed for the site and surrounding.areas by Kram& Associates, Lao. (KA ftoject.No, 022-140*78) dated May 51, 2014. In our � ,original report, we -provided recornmendations,for lbundmion types and, embedment dtoths, Engineered 'Fill, Drainage And landscaping, Utility TrelichBack-fill, Floor Slabs and Fxterior Flatwork� Laterul Earth Pressures arld Retaining Walls, Pawmen 0, , t Design, Seismic -Design Parameters, Soil Cernent Reactivity, Compacted Material Acceptance, and Testing and llispecflon. At, thl�, time of out previous i1rMligation, the site conditions wore i1c,scribod as fQllows; Prmritly� the site. predomittately con�iists of vacant land. The surface soils have a loose I , EndAwileg of fill soil and concrete debris am locatrA throughout the site. The coiislstency� J ­ I I , residential stwures associatcd with the previous .rural itsideutial devoppimt had bom I I . ­ . remved. A-waterwallurasp;vsent. in thesouthoasternpoinion of the site. lturiodailitylities,a3id . 11 I I I � im, , gation Inies tilay be Imted within the site associated with theprevious and existing I I � � I ­ drvelopm-at-s, Chain link,fencing surmim&lhc sputh.= mid wcaternportions',of the, ,site. A I concreto bloe Walt axid wood fencing surround.,tho northera'and.castaim e4gcs�bf the site, With I 1 I I � I I I the exception, of -the mminds, of fill soil, the s�ile isvelatively level with no major changm in gm& I I I ,� With Offim'Serving The Western United States , � . 2203 Coy AV=Ue 10 Bakerifield, Ck 93307 * (66 1 �'941-9200 * Fav (663) $374201 1 OZZ-1;0TS n*mh14dw ���is�,'�01*,dm I I , PrqjeiotNo, 0)2-14078 Page No, 2 1 .At the time of our previous iuvestigation, the recomirtendations for site preparation were as.followt: I � � , � � I I Geaml site clearing should include removal of vegetation; exiging utilities, shructares. including foundations; basement wallsand floois; existing stockpiled. soil; treessud associated root systdw; , rabble; rubbish; and any loose and/or saturated matelals. Site stripping should extend to a minimum depth. of 2 to 4 inchesi or witil all ong.anics in excess of 3 rw,i,=t by volume are removed, . Dwper stripping may be requited fa localized areas. These materials will not be suitablo f& use I � as Engineered Fill. However, stripped tops.oil inay he stockpiled and reused intandscape or non- structural areas. Approximitely I to.2 fedt:of fill material was encountered within the borings drilled throughout the si site. The fill material � e soils tained ' , of * B t,& cqAe te � mt ebri�. lie thickness and exientof fill material, Was'detemined _sehllL - --rp �w s &_ b=d on limitW test borings and visual cibsomfion, Thicker fill may bepresent,at ft site. Verification of the emtent of fill should be detenninod during site,gading. Limited testing was peTfomied. on the fill soils during the time of our field and laboratory iuvestigations. The limited t�tting indicates, the fill soilhave va*,ing strerignh eliwixtenstia ranging fidirt l6owly,placed to compacted. Therefore, it is recommended the fill soils be excavatexi and stockpiled so that tile native solls on Ile preparedproperly. :[hese_soil,Lw_i_ll__b_e_�_ui_taXc-f2r-repiMA%-En-oae-er-e-d-F-i-11, Maxialum diinension, Priorto backfilling, Krazarl & Assiociatts, Inc, -should inaptel the bottom of �__ � the excavatioiito,,='fynoadditioiiaI rewmml will berequired. The,arajority of the site was previousty-utilized for agricultural, purposes. in aildition, a mral I residential dovolopment was prnliously located in the southwestern portion, of the zitc. In . ,additiort, tW site i,� sufft)unded tyy midential develM.Arents. Associated with thew, developments I I are,buried structures such a utility lines, irrigation lines and a water well'that may extend itito the I I project site. Any buxiedstruatures cwouutt-md during construction should be property removed I I : an&or relocated- The resulting exoavations should be de,anetl to firm native,ground and back-filled I I I 11 I � with Engivicowd Fill, cmpactetl to a ininimum of 90:per( mni of, maximum dcrisity besed on . � ASTMTest-MetbodDI557. Excavations, depressions, or soft and pliant arm,tixtending below - I I �.I I planned fulialisubgrade level:should lbe.�z I leatted to firm undisturbed soil, and backfillod with I EngineerW, Fill. Ingeneral,,atlyseptictanks, delins pits, cesV.00ls, orsimilar structures slitiuld be, entirely removed. C6ncrete,fbothigs shouldbe removed, t6,ari,equivalent depth of at lealst,3 , feet Wow sed lboting elevations or as recormeaded by theSoils FAigineer. Any other PMP*. , binied Structures should, be removed in accordance. with the rrcoAvmea&iiOftS` of the Soils I E4hieer, Th cxcavalions should W backfillcd with Eugitio=W fill, , V r� , , I . I I � Following Stripping, fill removal, and ilemolitiort activiffics tlicvxposed s0grade wilthin building I pad, exterior flatwork and pavementareos and 5 feet beyond should be excavated to a minimum I . � I I I I . depth of 12 inches, worked until unifornt and f= froni large Oods, moisture -conditioned as I . � ,necessary, and recompacted to a minimum of 90 percelit of maximum density based on ASTM . I 'rest Meffiod,D], . 557. Prior to backfilling, the exposed subgrade should be proof -rolled and I I Krona & Assotiutefi, Inc. With Offic*& Swvffig Tbe Wostem, Uni tO SA'atvs I on . l. 4 0 1� 6o Wd UFZ4-_%,18 4 � M 4% X Priiject No� 022-14078 Page No� 3 oNe,ived by K,ra,zao & Asswiates, Inc. tii,xrify stability. TVs compaction -effort ftuld stabilize I I � tht surface soils anil locatelany inutlitable or pliant areas not found during out field investigation. � . � I I The upper soils, during,wet Winter moliths, be , ,come verymoist due'lothe absorptive,charactenisfics of the soil. Earthwork operatioris performed during winter months may encounter very moist unstable soils, which may require,rent6val tograde A stable building.foundafion. projw . t site winterization consisting of placement, of aggregate base and protecting exposed soils during �the construction phase should be piirtontied� . A representative o I f our firm should be present diiiing all. site clearing, and grading operations to , I I test and obsem,e earthwork construction. Tbis testing and observation is an integral, part of our i pond service as acceptance of carthwork construction is de ent upon compaction of the maw -dal and the stability of thc.rna�erial.. The Soils iingincer m4y rcjw any inaterial that � does not,taect I � compaction And stability requi ents. Further recommendations of this report are predicated irem upon the assumption that eartliwork construction will conform to rocaulmcndations stt forth in this section im(i the Engineered, Pill section. At the timeof our recmt sitevisit mi June 27, 201:8, the site conditions appeared essentially unclianged. Based on these dbservotions� the current site con 40 not warrant any significant -revisions to the recommendations previously provided, and fte-re-c-pm-m I IMAILn-voc-av9jo-tt-lle--%LUMI-tly-g MIZOAW-COUXIMAP-n. � I I b addition to the above, thefp,l][owing recommenclatigns,= included to complywith the:2,010 cj�c and � I � shall supersede the recommendations of ourprevious, report where applicable, I Drainate and Lilaudscagin "I'll- .1 I The ,-round surface should slope away floin building pad and pavement areastoward appropriate drop hilets or -other surface drainage device,-,, b accordance with'Secti-on 1804 of the 2016'California.Building Code, it is rmomme-nded that the ground,aurface adjacent -to foundation,5 be slopcd amininiurn. of 5 percent for a minimum distanoe�of 10 feet away frout structures,, or to awapproved alternative moans of drainage I I I I conveyance. Sw, ales used for conveyance of drainage and located witbin I 0 feet of 'boundations, should be . sloped a in I ininturn. of 2 percent. impervious surfitets, such aspavement and exterior concrete flatwork, I . within 10 feet of buildingtoundations should be sloped a nuffilmum of I pe-ment irway from the strucl=� Drainage,ovadient's shoutil be, maintained to carry all stufaw water to collection devices and./or facilities I and off-site, These grades should be inaintairried for the life of the project, � KrAma & Assodates, Ine, With Offices $erving The Western United States I I r�2,14079c�6-",MhLIpai�c%-T3�201�A�T,I I Project No, 022-14M Page, No. 4 Lei&mfe PaEstmeters -,,201 61 Cla Uff rnia Ruildigg C26 I - Tile Site Class per Section 1613 of the 201;6 California Building Code (21016 CBQ and Tabli,20.3-1 of I I I I ASC -F T-10 h; basedupon the site soil, condilions, It is our opinion that a SitaClass D is most consi.stent I I . with the -subject site soil conditions, For seismic -design of the structures based on thescisunc provisions of ihe 20 1,6 CK, we recommend the following parameters. I ::: ":�:�:� - I � sel - -C Itell! I , valli'll ... .. ! ... . .. , CDC, Reference .1 . - , I'll, Cla 5 ,,D I I Section 1,613312 ��� site coaffirlici I e 161 �3.3 '--- - I (1) I I , � 1,5s .. .. �� I ction 1613,11 � I Sms 1.119 1 Section 1613.31.5 1 I-- sns 0.746 Section 1613.3,4 1 I., ­ ­­ M-Witations Soils Engineering is one of the newest divisions of CivilEngineering. This branch of Civil,Eugiuceripg� is Constantly improving as new teclulologies and understanding of earth sciences advance. Although your I I site was analy7ed using thernost appropriate mid most current Wdliniquesand methods, undoubtedly there N�il.lbesul)-,tarAialfvituil��iniprovei'tieiitsint'his-braiieliofwigi,neciing, In addition toadvanceinents in the 'field of Soils Engineering, physical ehanges inflie site, eillierilue to excarvatiohor fill Placement, new , I agency regulations, or p completcd may , , , ossible ciiaiRges in the Proposed structurc, after the soils report is , , require the soils report to be professionally reviowed, la light of this, the Owner should be aware that t1tore is a practical limit to the usoUness of this report,without critical review. Altho4h the time linth ,for this, review, is Adefly arbilTaty, it is: stiggeswol tht 2 yrars, be considered ia Teasormble time for the usefulness cd',ihk, report, Foundation and earthwork construction is obaracwtized by the presence ofa calculated risk that soi I and groundwater conditions have. been fully revcaled 'by: the original foundation investigation, This risk is I , I derived from4he practicatriecessity of busing interpre"tiong,wil design corchisions on hfilitedsarnp),ing of the earth. The . recommendations made in this report are based. on the assumption that soil conditions do not vary significantly front tho,w disclosed 'during the field investigation, If any 'variations or undesirable conditions am encountered during constritctioa, the Soils Engineer should be notified so that supplcme-rittil r000mmendatiQns may be madc, I Thoconchisions ofthis rcport aelbased,on the information provided regarftg the proposed consuAiction, If the proposed construction is relocated orredesigxxd, the conclusions in this reportinay.not be valid, Thc Soils Emgin= should be notifiedof any changos so the recommr.ndations; may be revielvVed and re - I evaluatrAl. �O�22,i4O7�l�.W,bUr�U,��-2�-n�S.,&,,,, 'Project No, G22-14078 pageNo. 5 1 � This report is a Geotechnical Engineering Investigation Update withlbe purpose of evaluating the soil I I I I . I I � � � conditions in terms of'bvilding.foundation design and related site preparation. Thescopeofourservices� � - did not include any Environmental Site Assessment fortbe-preuince or absence of bazardous and/or toxic I . . matedulsintho soil, groundwater, oratmosphtire, or the preseaec,,of - wetlands . Any statements, or absence I I � I I I I .1 I I I of statemonts, in this report or on any l>ofin I I I g, Igg regarding odom uti"ual:or suspiclous itenis, or I I conditions obscrved,:am strictly for descriptive purposes'and are not intended to convey engineering . judgmtrit regarding potential hazardous and/or toxic assessmetit. . The gcolechnical engincoring infortriation presented borein is b m, -d upon professional interpretation I I utilizing standard erigmeering practices arid a degree of, cAmservatism dperticilpmper for this p0ject. It is, not warranted that such information and interpretation cannot be superseded by t4ture geolechnical * engjneering developments, Weemphasize that this Teport is valid 1brthe project oudinedabove and should not be uscol for any other situs, I 9kah".1 Recommendations, and limitatioas pro(vided in our previous Preliminary Gcotechnioal Engineering lavestigationReport, datedMay 15,2014, respectively,,which were not revised orsuperseded herbin�will apply to this leuer� If you have any questions, or if we can be of further assistance, please Contact OUT office at (661) 837-9200� 1-'V�.I,p I - Xrazan & MialateF, Inc. I I , with offices StrVilig The W,esteni United States I i � I . =44(al GWteChUP_1t4*�2iMU*,q Know what's below. Cal I before you dig. 1.7-7268 CITY RECORDS NO: E 0) 0 r') n F__ 0) a_, < ,4- D - � 0 7' 00 U ftf `�_ 0 Z LL_ I < _J _J < ,�4- UJ C) n W CC) r - - :�: 0 ,--� _J � - �Li (.0 0 LE (O 0 U) ,--� C14 ry LU \e, < M 00 a- 1�1 0 0 0 V) �2 .14 , 6 Z � � 11 <- 11 :3 Z $� $: 0 M 0 � U UJ $ W I W. I I ,- I '.. 0 __ , ;-4W1W M WA I . I - , - , I . . 1� < im >_ M- - �_ W Ui X F__: 6 �_ W W 00 0 X V_ 0) ffi CK LL 1 0 'n C) Cn U) E Z L_ 0 = us � > LLJ Lq � X P .1c = M =) a I Q I . . . I . . . W 00 <1 < 0 4Z t- 00 (0 CY �, 1�_ . o a: .J �- (J) .J **A0# W . M �. (J) W a: 2 0 UJ 0 Z Z X �- Z �- Ix �: a: < 0 0 a. �- cL a LU W Z 0 M < < .J J C/) _J � .J - Z > 0 a: , UJ W Cl) �4 d) UJ 2 0 M 0 K 0 < W 0 00 0 1 11� 01 C11 0 tL 0 0 a - OD 0 11) 63 _J L� a < 0 0 � .� CD �_ W Ui X 0) �_ W W 00 0 X V_ 0) LL 1 0 STORMWATER POLLUTION PREVENTION NOTES: 1. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE QUALIFIED SWPPP DEVELOPER (QSD) OR THE QUALIFIED SWPPP PRACTITIONER (QSP). 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. (EC1—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 TO 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—HOUR RAIN PROBABILITY FORECAST EXCEEDS 50%. 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 QSP. 10. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE WITHIN THE SITE IS AT THE DISCRETION OF THE QSP. 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 SPECIFIC 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. DUST 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 FUGITIVE 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 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 CONTROLLED OF FUGITIVE DUST EMISSIONS UTILIZING AP P LICAT10N OF WATER OR BY PRESOAKING. D. WHEN MATERIALS ARE TRANSPORTED OFFSITE, ALL MATERIAL SHALL BE COVERED, OR EFFECTIVELY WETTED TO LIMIT VISIBLE DUST 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 PUBLIC STREETS AT THE END OF EACH WORKDAY. (USING A PMIO—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). 1. 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 CONTROL DISTRICT RULES TO CHECK COMPLIANCE. AREA: PROJECT AREA: 20.00 ACRES DISTURBED AREA: 19.95 ACRES OWNER/DEVELOPER: KERN LAND PARTNERS LLC, A CALIFORNIA LIMITED LIABILITY COMPANY 9201 CAMINO MEDIA, STE. 120 BAKERSFIELD, CA 93311 CONTACT PERSON: MATT WADE PHONE: (661) 885-9409 QSD/QSP: BLAINE S. NEPTUNE, PE, QSD/P QSD CERT.: 20178 MCINTOSH & ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA TEL.: (661) 834-4814 ENGINEER: MCINTOSH AND ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA TEL.: (661) 834-4814 CONTACT: BLAINE S. NEPTUNE 34 11 35 36 STANDARD ROADI '6 ,USI 14 r2ss R2sE 22 F ROSEDALE LvL F — I I - - 7 5,9�j Foll 1 A 31 12 z 7>_ L PROJE 0 NORIEGA ObD >GEMAN ROAD _ 24 99 0 H WY. _j 58 FIFIE VICINITY MAP NO SCALE EROSION CONTROL PLAN SOM S T VILLAG TOWNHOM (TRACT 7268) 5200 OLD FA M OAD AKERSFIELD, CA 93312 GE 0 NON • mUmt , NOm WDID o 5F15C37 763 .00000 3 • 0265 _FR SFR -FR 2" MIN 4" MAX 12" MIN FIBER ROLLS 8" MIN "3/4" x 3/4" WOOD STAKES MAX 4' SPACING SECTION A -A DETAIL A STOCKPILE WITH FIBER ROLLS NOT TO SCALE 'CONTRACTOR SHALL REFERENCE CASQA BMP WM-3 & SE -5 DETAIL D CURB INLET PROTECTION NOT TO SCALE 'CONTRACTOR SHALL REFERENCE CASQA BMP SE -10 DETAIL F GRATE INLET PROTECTION NOT TO SCALE 'CONTRACTOR SHALL REFERENCE CASQA BMP SE -10 ✓ 3" MIN PERMEABLE FIBER LINING--"'TPROFILE VIEW ® SLT FCE ® SLT FCE ® SLT FCE i ' a a aha >a •a � •a >a �' ... �' . }fit' >�; � `��;��a�. '� a a� aha, a_ •a� a� a," a �a7� '�i ��a, >a_�� •a 'a.�� ��a R 'AR a ..��a-�.`a 15 MIN "res s LB �s LtCr as aa� as aaa .. � "a� as a a a a }����}s��,�'�ys��(' y ���� �'��,s`�t, �'�';C'}s. �}��t".��� }S`�,2"• .� �. SILT FENCE �■ SLT FCE SLT FCE SLT FCE 50' MIN PLAN VIEW DETAIL B GRAVEL APRON AT CONSTRUCTION ENTRANCE NOT TO SCALE "CONTRACTOR SHALL REFERENCE CASQA BMP TC -1 IN SITE SWPPP & DUST CONTROL PLAN FOR SPECIFIC REQUIREMENTS LATU P. FLAG( ON S SANDBAG 10 MIL PLASTIC LINING 3' LINING `---BERM HOLE FOR CONCRETE WASH. SECTION A-1 NOT TO SCALE PLAN VIEW NOT TO SCALE PLYWOOD 48" X 24" PAINTED WHITE LEVEL 3' WOOD POST 3"X3"X 3, 8 CONCRETE WASHOUT SIGN DETAIL OR EQUIVALENT 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. DETAIL E CONCRETE WASHOUT NOT TO SCALE 'CONTRACTOR SHALL REFERENCE CASQA BMP WM-8 MAX. REACH=500' (SEE NOTE) WOOD STAKE 8._,..i FABRIC 1 f5' ¢ ¢ TOE OF SLOPE NOTE• CONSTRUCT THE LENGTH OF EACH REACH SO THAT THE CHANGE IN BASE ELEVA77ON ALONG THE REACH DOES NOT EXCEED 1/3 7HE HEIGHT OF THE LINEAR BARRIER. SILT FENCE (PLAN VIEW) 2"X2" WOOD STAKE STAKE DIMENSIONS ARE NOMINAL. FABRIC WIRE TOP k—OF STAKES FABRIC TO FOLD AROUND TOGETHER STAKES ONE FULL 7URN. END STAKE DETAIL (TOP VIEW) STAKE B-\ /—FABRIC SECTION B �-- WIRE TOP OF T� STAKES TOGETHER FABRIC SECTION A STAKE A NOTES,• 1. FABRIC TO FOLD AROUND EACH STAKE ONE FULL TURN. 2. STAKES SHALL BE DRIVEN 77GH7LY TOGETHER 3. JOINING SEC77ONS SHALL NOT BE PLACED PLACED AT SUMP LOCA TONS. 4. SECURE FABRIC TO STAKE WITH 4 STAPLES (1 XM" STAPLE, 15 GAUGE MIN.) JOINING SECTION DETAIL (TOP VIEW) FABRIC �WOOD STAKE Y/ 45' END STAKE JD STAKE AGS (2—LAYERS HIGH) 0 N -TOE OF SLOPE o BLACK LETTERS CONCRETE 6" HEIGHT MAINTENANCE OPENING DETAIL H WASHOUT SETBACK VARIES TO FIT FIELD CONDITION SEDIMENT LADEN RUNOFF 2"X2" WOOD STAKE 0.5" LAG SLOPE o SCREWS LEVEL 3' WOOD POST 3"X3"X 3, 8 CONCRETE WASHOUT SIGN DETAIL OR EQUIVALENT 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. DETAIL E CONCRETE WASHOUT NOT TO SCALE 'CONTRACTOR SHALL REFERENCE CASQA BMP WM-8 MAX. REACH=500' (SEE NOTE) WOOD STAKE 8._,..i FABRIC 1 f5' ¢ ¢ TOE OF SLOPE NOTE• CONSTRUCT THE LENGTH OF EACH REACH SO THAT THE CHANGE IN BASE ELEVA77ON ALONG THE REACH DOES NOT EXCEED 1/3 7HE HEIGHT OF THE LINEAR BARRIER. SILT FENCE (PLAN VIEW) 2"X2" WOOD STAKE STAKE DIMENSIONS ARE NOMINAL. FABRIC WIRE TOP k—OF STAKES FABRIC TO FOLD AROUND TOGETHER STAKES ONE FULL 7URN. END STAKE DETAIL (TOP VIEW) STAKE B-\ /—FABRIC SECTION B �-- WIRE TOP OF T� STAKES TOGETHER FABRIC SECTION A STAKE A NOTES,• 1. FABRIC TO FOLD AROUND EACH STAKE ONE FULL TURN. 2. STAKES SHALL BE DRIVEN 77GH7LY TOGETHER 3. JOINING SEC77ONS SHALL NOT BE PLACED PLACED AT SUMP LOCA TONS. 4. SECURE FABRIC TO STAKE WITH 4 STAPLES (1 XM" STAPLE, 15 GAUGE MIN.) JOINING SECTION DETAIL (TOP VIEW) FABRIC �WOOD STAKE Y/ 45' END STAKE JD STAKE AGS (2—LAYERS HIGH) DETAIL C SILT FENCE NOT TO SCALE "CONTRACTOR SHALL REFERENCE CASQA BMP SE -1 Know what's below. 0111 before you dig. m N -TOE OF SLOPE W 0 OPTIONAL MAINTENANCE OPENING DETAIL H SETBACK VARIES TO FIT FIELD CONDITION SEDIMENT LADEN RUNOFF 2"X2" WOOD STAKE SLOPE 6"� e 'II FABRIC M FILTERED RUNOFF W TOE TOE OF SLOPE 6' ao v i�— SECTION A—A LEGEND TAMPED BACKFILL DIRECTION OF FLOW SLOPE_ SLOPE DIRECTION DETAIL C SILT FENCE NOT TO SCALE "CONTRACTOR SHALL REFERENCE CASQA BMP SE -1 Know what's below. 0111 before you dig. m H 0 c� W o� wm �cj cj t� n. cc � N -- -- -- - -- - -- I I I TRACKSIDE DRIff i I -------------- - - - - ----------------- - - — — I I — ......______ __,_ __ ._...... _ _ _ ------ J----------------------------------------------------------- I --- ---� SUNDAAK ----------- -- --- --- __---- __ =__---- i I I 1 71 i 1 r t 1 � 172 I 1 1 I 1 I I I I I I I I I I I I I I 1 359)--- 5 _.._. r _....-� -- -- -- -- -- -- �,�,- ...._ _.__ _.. _._.._.. ..... _.__ .....___._... --- ■ W. - Aft mmlk.lr& MATERIAL LAY -DOWN AND STOCKPILE AREA & EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT. (SEE DETAIL A ON SHEET C9) GRATE INLET (SEE DETAIL F ON SHEET C9) \r„ CURB INLET (SEE DETAIL D ON SHEET C9) L) 50' LONG GRAVEL PAD AT CONSTRUCTION ENTRANCE SEE DETAIL B ON SHEET C9 CONSTRUCT CONCRETE WASHOUT PER DETAIL E ON SHEET C9 ® SLT FCE ® SILT FENCE (DETAIL C ON SHEET C9) ■ ■ — ■ ■ ® SITE BOUNDARY � FR — FIBER ROLLS -- o PROPOSED STORM DRAIN LINE _._. r - ......... ____ EXISTING GROUND CONTOUR CONSTRUCTION NOTES: �1POST "NO TRESPASSING" SIGN AT PROJECT ENTRANCE(S) POST "CONSTRUCTION TRAFFIC 15 MPH" SIGN AT PROJECT ENTRANCE(S) OMATERIAL LAY -DOWN AREA. (SEE DETAIL A ON SHEET C9) �4 EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT (SEE DETAIL A ON SHEET 9). G5 GRAVEL PAD AT CONSTRUCTION ENTRANCE MIN. 50' LONG (SEE DETAIL B ON SHEET C9) CURB INLET PROTECTION WITH GRAVEL BAGS. (SEE DETAIL D ON SHEET C9) �7 STOCKPILE FOR ALL PHASES [PLACE FIBER ROLLS AT TOE OF SLOPE ALL THE WAY AROUND THE STOCKPILE] (SEE DETAIL A ON SHEET C9) G) CONSTRUCT CONCRETE WASHOUT (PER DETAIL E ON SHEET C9) G) GRATE INLET PROTECTION WITH GRAVEL BAGS (SEE DETAIL F ON SHEET C9). m Know what's below. Call before you dig. m� CA z U V) LU c=-) O V) y > m wo U w a ao Q D N n