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HomeMy WebLinkAbout5.7-12062 Ph 2POAOO&rk West aam'&t So'"bktoc;kdale Rmiver Rzanch PARCEL 1 u"F P.M. NOO 1!"/%062111111112 ml EW &I' om% 'A SITE PLAN mry NU 18 041 : GRADING PERMIT# 191,i,iii,,,ii400ur%0u'0ft2"7BAKERSFIELD, CALIFORNIA OWNER: PARK WEST AT SEVEN OAKS LLC N E P.O. BOX 30157 A?DRESS SANTA BARBARA CA. 93130 TE. ZIP 805) 682-7095 _ PHONE GEOTECHNICAL ENGINEER, SOILS ENGINEERING INC. C MPANY NAME TONY M. FRANGIE RCE 39549 .,IN N S NAME&UGLN� III 4400 YEAGER WAY ADD SS BAKERSEIELD CA. 93313 CI ,STA BP {661} 831-5100-5100 PHONE GRADING CONTRACTOR, COMPANY NAME SIDE STATE, ZIP I BENCHMARK USED: TCP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF PADDINGTON STREET AND STOCKDALE RANCH DRIVE. ELEVATION = 350.57 (CITY DATUM) PER TRACT 7240-2 ASIS OF BEARINGS; THE BEARING OF NORTH 89'27'57" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 3, T. 30 S., R. 26 E., M.D.B.& M. (ALSO BEING THE CENTERLINE OF STOCKDALE HIGHWAY) PER PARCEL MAP 12062-1 FILED IN BOOK 60 OF PARCEL MAPS AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER'S OFFICE WAS USED AS THE BASIS OF BEARINGS. LEGAL DESCRIPTION: PARCEL 1 OF PARCEL MAP 12062-2 PER MAP FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGE 153 IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO LYING IN THE NORTH HALF OF SECTIONS 3 AND 4, TOWNSHIP 30 SOUTH, RANGE 26 EAST, MOUNT DIALO MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. VICINITY MAP NO SCALE TYPICAL ALL SHEETS UNLESS SUPERSEDED BY SHEET DEFINI*NW EX EXISTING a z FUTURE FC FINISHED GROUND STOCKDALE HIGHWAY FINISHED SURFACE FP AOI c�lv' FF �( y TRAC EP EDGE OF ASPHALT CONCRETE PAVEMENT 7140 TOP OF ASPHALT CONCRETE PAVEMENT i TRACT AGGREGATE BASE ASB 7317 CL o`A PARCEL MAP DRIVEWAY OR DRIVE APPROACH FL 12062-2 r GB GRADE BREAK TGG TOP OF GRATE/CATCH BASIN INLET TOC TOP OF CONCRETE TRACT CONCRETE - TRACT 1240 TO 7317 BCR -N- ECR END CURB RETURN PI KERN COUNTYYWATER AGENCY EC END CURVE BC BEGIN CURVE PNC VICINITY MAP NO SCALE TYPICAL ALL SHEETS UNLESS SUPERSEDED BY SHEET DEFINI*NW EX EXISTING PUT FUTURE FC FINISHED GROUND FS FINISHED SURFACE FP FINISHED PAD FF FINISHED FLOOR NG or OR NATURAL/ORIGINAL GROUND EP EDGE OF ASPHALT CONCRETE PAVEMENT AC TOP OF ASPHALT CONCRETE PAVEMENT AS AGGREGATE BASE ASB AGGREGATE SUB—BASE CL CENTERLINE DAY or D/A DRIVEWAY OR DRIVE APPROACH FL FLOW -INE GB GRADE BREAK TGG TOP OF GRATE/CATCH BASIN INLET TOC TOP OF CONCRETE CONC CONCRETE BW BACK OF SIDEWALK TO TOP OF CURB BCR BEGIN CURB RETURN ECR END CURB RETURN PI POINT OF INTERSECTION EC END CURVE BC BEGIN CURVE PNC VERTICAL CURVE POINT OF INTERSECTION ROVC POINT ON VERTICAL CURVE VC VERTICAL CURVE BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE PRC POINT OF REVERSE CURVE. PCC POINT OF COMPOUND CURVE ON THIS SHEET MAX MAXIMUM MIN MINIMUM TYP TYPICAL EL or ELEV ELEVATION BDRY BOUNDARY R RADIUS L LENGTH AF ACRE—FEET SF SQUARE FEET LF LINEAR FEET EA EACH CY CUBIC YARDS ESMT EASEMENT RW RIGHT—OF—WAY ED STORM DRAIN CB CATCH BASIN SWR SANITARY SEWER MH MANHOLE WTR ADS G GAS REMO REQUIRED HP HIGH POINT ALL CONSTRUCTION WITHIN THE LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL OBTAIN A COPY OF THE BIOLOGICAL CLEARANCE SURVEY FOR THIS PROJECT, CONTRACTOR SHALL BE SOLELY LIABI F AND RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS OF THE BIOLOGICAL NO STAGING, GRADING, OR OTHER DISTURBANCE ♦ .. OUTSIDE ♦...: ON THIS PLAN. ry c3! R M 1 THE QUANTITIES SHOWN BELOW ARE FOR GRADING PERMIT PURPOSES ONLY, AND SHALL NOT BE USED FOR BIDDING PURPOSES. THE CONTRACTOR SHALL MAKE HIS/HER OWN ESTIMATE OF QUANTITIES FOR BIDDING THIS PROJECT ALL QUANTITIES WERE CALCULATED BY AVERAGE END AREA METHOD AND ARE BASED ON A 0.20 FT LOSS DUE TO CLEARING AND GRUBBING OF THE SITE. THE ENGINEER MAKES NO WARRANTY AS TO THE ANTICIPATED SHRINKAGE FACTOR. 13°4a'25'° CUT 12,750 CY OVER—EXCAVATION 44,200 CY t FILL* (INCLUDES OVER—EX.) 49,950 CY t IMPORT** SIEGE CY t COMPACTION FACTOR 125% ON—SITE GRADING AREA 20,18 CROSS ACRES *FILL QUANTITIES ARE "COMPACTED IN—PLACE" VOLUMES ** IMPORT SHALL BE FROM ADJACENT PROPERTY AS SHOWN ON KEY MAP AND COORDINATED WITH BUILDING DEPT. OFFICIAL., T SEE SITE PLAN FOR DIMENSIONS NOT SHOWN ON THIS PLAN, ETM . CLD TITLE SHEET 01.1 GENERAL NOTES SOILS REPORT RECOMMENDATIONS c1.x GRADING PLAN - AREA "A" 01.3 GRADING PLAN - AREA "' C1,4 GRADING PLAN - AREA 'Co 09.5 GRADING PLAN -- AREA "D' 0.® GRADING PLAN — AREA "E" 01.7 GRADING PLAN AREA "F" c •s GRADING PLAN - AREA "G" 09.8 GRADING PLAN -- AREA "H" EI GRADING PLAN AREA "I" & AREA "M" 01.11 GRADING PLAN - AREA "J" 01.12 GRADING PLAN - AREA "K" G1.13 GRADING PLAN - AREA "L" 0'.14 GRADING PLAN - COMMUNITY AREA CTaS STORM DRAIN PLAN - NORTHWEST QUADRANT 3 STORM DRAIN PLAN - NORTHEAST QUADRANT 01.17 STORM DRAIN PLAN - MIDDLE WEST QUADRANT 01.98 STORM DRAIN PLAN -- MIDDLE EAST QUADRANT 0.10 STORM DRAIN PLAN — SOUTH QUADRANT 0.2 PAVING—CONCRETE PLAN ,: c ... i!;.. C a �^3 ;a A2`�a.,uros, kht c7ras�, c-3 sd ta%attgr •4�. -`�S, i `,tr,+;Sy .d ,...,c� corrert,c r.,n .:3Cft-cr.. AoNr�1 SSOa�F^3rirtle I ,..Y;ENdf 6., 3fCr .4'" f..C]5Li?..i.i iR�ilGuSflAr�a31:9�A'€4'.'[�A"-Y I "S iY;,fl L{�32nt ihY1'J( �y kL.y.��_ii��i'tie, 4R1mi3:3 ds'+il ,r.2 t ,r uh.f 61'e. 3.IZ,{i N^,u PuidSPfu,F3c"�. i{fied LLcj I.u�z Ur=��wOU 61 tS1 CG to 4FL' pwp-- > ® qtqyy aGO(. ¢ LUIy Eu'IS Cr'�tIf4C d^ O IN >*L S 2 0 M3RO 0, xc yy ypzz LLLLII GO gXOSJ ,C34�(pJ flf jd. i Pi Do N €5®LU 06 JIM IDz 20a`�`w�®� a$ulw!"ow;5a N r �w �zcwi zb N AM c�5 p. U'��P°e-wwS E N N$5�� �ry/�h,. ewyw o z�wyzW Ux�yZ�Z�6 to w o�w+o zzw OR iEEyy.. ,--wcn +nqp+ O WQV 2� X�Z�4w .1wz0y' � I CERTIFY UNDER PENALTY OF LAW, BASED ON INFORMATION AND BELIEF FORMED AFTER REASONABLE INQUIRY, THAT THE SUBMITTED DOCUMENTS THEPROPOSED URBAN DEVELOPMENT AREA AND THAT THE STATEMENTS AND INFORMATION CONTAINED HEREIN ARE TRUE, ACCURATE AND COMPLETE, TOTAL DISTURBED AREA (EOR PERMIT PURPOSES) 20°18 GROSS ACRES HCP— DISTURBED AREA (DUE PER THESE PLANS) 17,60 GROSS ACRES IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL. POLLUTANT DISCHARGE ELIMINATION SYSTEM NPDES . A *NOTICE OF INTENT" f ffl. !'..F ! y ► ! - y • RD FOR THIS PR TS P R TH E PLAN — T — — -- --5.. JL4 3 NCP LIMITS PER THESE PLANS L3 7 _ AREA IN / / ARI k .' A � I AREA ''B" III A . EA C ) I ®i r I AREA "D„ I 'Cl' AREA E" REA A CLS C1.0 U1,7 vv . m t T— A' N r ' `~- "� -- �,� `-, . -� DRI U� • �.,, , R A "I" h 01.10 \ P5 3 zz I "�) Al/ Ity A Y" ti� 4 cDGEP KEY MAP SCALE: 1'=100' OF SOUBERN GAUW IA ;w y¢,ORE Yoo 'de o, o� a I U s A R W i °r *A0,AO "RJ5 DIAL NA. FREES 2BEW AT LEAST TB40 DAYS BEFORE YOU DIG 19-40000027 �ly3rlYlFlF;�iii[G3Flr�iilCaa.. LA N A DATE 1214/2019 I PA JOB No. 31 00 1 SHEET i fl I ADDRESS: 250 SOUTH HEATH ROAD A.P.N. NO.: 534-010-01 SITE PLAN REVIEW NO. 18-0419 C.O.B. RECORDS O of 21 SHEETS CURVE TABLE CURW ! RAUUSLENG'M" DELTA ETANGENT 01 1589.00' 320 73 H'33'54 1 160.91' C2 15x0.00' 3x0.74' 13°4a'25'° 191.30' C3 5000.00' t 391.44' 4°29'08' 1 195.82' OF SOUBERN GAUW IA ;w y¢,ORE Yoo 'de o, o� a I U s A R W i °r *A0,AO "RJ5 DIAL NA. FREES 2BEW AT LEAST TB40 DAYS BEFORE YOU DIG 19-40000027 �ly3rlYlFlF;�iii[G3Flr�iilCaa.. LA N A DATE 1214/2019 I PA JOB No. 31 00 1 SHEET i fl I ADDRESS: 250 SOUTH HEATH ROAD A.P.N. NO.: 534-010-01 SITE PLAN REVIEW NO. 18-0419 C.O.B. RECORDS O of 21 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. 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 ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 16. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). 18. 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. 19. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. GRADING NOTES 1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN, APPENDIX J OF CALIFORNIA BUILDING CODE AS MODIFIED BY CITY OF BAKERSFIELD ORDINANCE, AND THE GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC. JOB No. SEI FILE NO. 18-16883 DATED DECEMBER 13 2018 AND ADDENDUM NO. 2 DATED FEBRUARY 19 2019 AND ANY ADDENDUMS THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH. 2. ALL DESIGN ELEVATIONS SHOWN ARE TO FINISHED GRADE, UNLESS OTHERWISE NOTED. 3. THE GEOTECHNICAL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED AT LEAST 2 DAYS BEFORE THE START OF ANY WORK AND PRIOR TO PLACING ANY FILL MATERIAL. 4. ALL GRADING WORK SHALL BE SUPERVISED AS "ENGINEERED GRADING" IN ACCORDANCE WITH APPENDIX J OF CALIFORNIA BUILDING CODE AS MODIFIED BY CITY OF BAKERSFIELD ORDINANCE.. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODES WITHIN HIS PURVIEW. 5. ANY TRENCHING TO BE DONE WITHIN THE PROJECT SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 6. SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURING THE PREPARATION OF THE NATURAL GROUND AND THE PLACEMENT AND COMPACTION OF THE FILL TO BE SATISFIED THAT THE WORK IS BEING PERFORMED IN ACCORDANCE WITH THE PLAN AND APPLICABLE CODES. 7. PURSUANT TO SECTION J104.6 OF THE CALIFORNIA BUILDING CODE AS MODIFIED BY CITY OF BAKERSFIELD ORDINANCE, SECTION J104.6 PARAGRAPH 12, IF THE CIVIL ENGINEER, THE GEOTECHNICAL ENGINEER, OR THE ENGINEERING GEOLOGIST OF RECORD IS CHANGED DURING GRADING, THE WORK SHALL BE STOPPED UNTIL THE REPLACEMENT HAS AGREED IN WRITING TO ACCEPT THEIR AREA OF TECHNICAL COMPETENCE FOR APPROVAL UPON COMPLETION OF THE WORK. IT SHALL BE THE DUTY OF THE PERMITTEE TO NOTIFY THE BUILDING OFFICIAL IN WRITING WTHIN 48 HOURS OF SUCH CHANGE AND PRIOR TO THE RECOMMENCEMENT OF GRADING. 8. THE CONTRACTOR SHALL PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS CONTRACT. PREVENTATIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO MITIGATE THE IMPACT OF DUST AND PM10 EMISSIONS ACCORDING TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT REGULATION VIII (8), IN ADDITION TO ANY DUST CONTROL PLAN, THESE MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. PRE -ACTIVITY: A. PRE -WATER SITE SUFFICIENT TO LIMIT VISIBLE DUST EMISSIONS (VDE) TO 20% OPACITY. B. PHASE WORK TO REDUCE THE AMOUNT OF DISTURBED SURFACE AREA AT ANY ONE TIME. B. DURING ACTIVE OPERATIONS: A. APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO LIMIT VDE TO 20% OPACITY B, LIMIT ACTIVITY TO PERIODS OF LOW OR NO WIND, OR CONSTRUCT AND MAINTAIN WIND BARRIERS SUFFICIENT TO LIMN VDE TO 20% OPACITY. C. APPLY WATER OR OTHER APPROVED SUBSTANCE TO UNPAVED HAUL/ACCESS ROADS AND UNPAVED VEHICLE/EQUIPMENT TRAFFIC AREAS SUFFICIENT TO LIMIT VDE TO 20% OPACITY AND MEET THE CONDITIONS OF A STABILIZED UNPAVED ROAD SURFACE. C. TEMPORARY STABILIZATION DURING PERIODS OF INACTIVITY: A. RESTRICT VEHICULAR ACCESS TO THE AREA. B. APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO COMPLY WITH THE CONDITIONS OF A STABILIZED SURFACE. IF ANY AREA HAVING 0.5 ACRES OR MORE OF DISTURBED SURFACE AREA REMAINS UNUSED FOR SEVEN OR MORE DAYS, THE AREA MUST COMPLY WITH THE CONDITIONS FOR A STABILIZED SURFACE AREA AS DEFINED IN RULE 8011. D. CARRYOUT AND TRACKOUT ON PUBLIC ROADS: A. ALL VISIBLE CARRYOUT AND TRACKOUT WITHIN 50 FEET OF THE SITE SHALL BE REMOVED AT THE END OF EACH WORKDAY. TRACKOUT BEYOND 50 FEET OF THE SITE SHALL BE REMOVED IMMEDIATELY. B. CLEANUP SHALL BE ACCOMPLISHED BY MANUAL SWEEPING OR APPROVED EQUIPMENT AND METHOD AS SPECIFIED BY THE SJVLAPCD. C. THE USE OF BLOWER DEVICES OR DRY ROTARY BRUSHES OR BROOMS, FOR REMOVAL OF CARRYOUT AND TRACKOUT ON PUBLIC ROADS IS EXPRESSLY PROHIBITED. D. ANY PERMITS REQUIRED FOR MUD AND DIRT CLEANUP SHALL BE OBTAINED BY THE CONTRACTOR. 9. IF DURING GRADING OR CONSTRUCTION, ANY PLUGGED, ABANDONED OR UNRECORDED WELLS ARE UNCOVERED OR DAMAGED, THE DEPARTMENT OF CONSERVATION/ DIVISION OF OIL GAS AND GEOTHERMAL RESOURCES SHALL BE CONTACTED TO INSPECT AND APPROVE ANY REMEDIATION. 10. IF DURING CONSTRUCTION ACTIVITIES OR GROUND DISTURBANCE, CULTURAL RESOURCES ARE UNCOVERED, THE CONTRACTOR SHALL STOP WORK AND RETAIN A QUALIFIED ARCHEOLOGIST FOR FURTHER STUDY. THE CONTRACTOR SHALL NOTIFY THE PROPER AUTHORITIES AND BE SUBJECT TO ANY MITIGATION MEASURES REQUIRED BY THE ARCHAEOLOGIST. 11. DURING GRADING, REASONABLE SEARCHING SHOULD BE PERFORMED FOR CONCEALED SUBSURFACE OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHOULD BE REMOVED. IF THE TERMINUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT LIMITS, THE PIPING SHOULD BE REMOVED WITHIN THE PROJECT AND PROPERLY CAPPED AT THE PROJECT BOUNDARY ' GRADING NOTES CONTINUED 12. A ONSITE OR OFFSITE OBSTRUC ONS SHALL BE REMOVED BY THE CONTRACTOR AT THE LL TI CONTRACTOR'S EXPENSE. 13. THE SITE SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION INCLUDING ROOTS LOOSE FILL TRASH AND OTHER DELETERIOUS MATERIALS ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL INVESTIGATION. ANY HOLE OR VOIDS LEFT AFTER THE REMOVAL OF TREES, ROOTS, SEPTIC TANKS, ABANDONED FOUNDATIONS, PIPELINES OR THE LIKE, SHALL BE FILLED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. 14. GROUND SURFACES TO RECEIVE CONCRETE DRIVEWAYS AND BITUMINOUS PAVEMENTS SHOULD BE SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF 12 INCHES BELOW THE EXISTING GROUND SURFACE IN AREAS TOBE FILLED UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL INVESTIGATION OR DIRECTED BY THE GEOTECHNICAL ENGINEER. COMPACTION IN PROPOSED PAVEMENT AREAS SHOULD BE TO A MINIMUM OF 95% OF THE MAXIMUM DENSITY AS OBTAINED BY ASTM TEST METHOD D1557-78, AND SHOULD EXTEND TO A MINIMUM DISTANCE OF 2 FEET BEYOND THE OUTSIDE EDGES OF PAVEMENTS. SURFACES TO RECEIVE CURBS, GUTTERS AND SIDEWALKS SHALL BE SCARIFIED AND COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DENSITY TO A MIMIMUM DEPTH OF 6 INCHES BELOW GROUND SURFACE. 15. PAD AREAS SHALL BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL, SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF 12 INCHES BELOW THE EXISTING GROUND SURFACE IN AREAS TO BE FILLEDOR 12 INCHES BELOW FINISH PAD IN CUT AREAS, UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL INVESTIGATION OR DIRECTED BY THE GEOTECHNICAL ENGINEER. COMPACTION IN PROPOSED AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST BE COMPACTED TO 90% DENSITY FOR A MINIMUM DISTANCE OF 5 FEET BEYOND THE OUTSIDE EDGES OF THE FOUNDATIONS OF THE STRUCTURES. THE DEPTH OF OVEREXCAVATION AND COMPACTION IN PAD AREAS SHALL CONFORM TO THE RECOMMENDATION OF THE GEOTECHNICAL ENGINEERING INVESTIGATION. RE -COMPACTION OF OVER -EXCAVATED MATERIAL SHALL BE TO AT LEAST 90% OF MAXIMUM DRY DENSITY. 16. FLOODING, JETTING, OR SIMILAR CONSOLIDATION METHODS OF COMPACTION SHALL NOT BE PERMITTED. 17. THE GRADING CONTRACTOR SHALL GRADE THE PAVING AREAS TO WITHIN 0.1 FOOT OF SUBGRADE. IF SUCH AREAS SHOULD BE FOUND TO BE MORE THAN 0.1 FOOT FROM THE DESIGN SUBGRADE ELEVATION AFTER COMPLETION OF GRADING, THE GRADING CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 18. SURFACE DRAINAGE SHALL BE 1% MINIMUM, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. 19. ALL CUT AND FILL SLOPES SHALL BE 2:1 (2 HORIZONTAL TO 1 VERTICAL) OR FLATTER, UNLESS OTHERWISE NOTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. 20. FILL AREAS SLOPING STEEPER THAN 5:1 SHALL BE KEYED AND BENCHED TO SUPPORT FILL. 21. FILL SLOPES SHALL NOT TOE OUT WITHIN 12 FEET HORIZONTALLY OF THE TOP OF EXISTING OR PLANNED CUT SLOPES. 22. ALL SLOPES IN EXCESS OF 3 FEET IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. 23. FOR HILL -SIDE DEVELOPMENT, A BERM OR DRAINAGE SWALE SHALL BE CONSTRUCTED ALONG THE TOP OF ALL CUT AND FILL HILL -SIDE SLOPES TO PREVENT RUNOFF FROM GOING OVER THE SLOPE. 24. FILL MATERIAL SHALL BE SUBJECT TO THE GEOTECHNICAL ENGINEERS APPROVAL. 25. ENGINEERED FILL MATERIALS SHOULD BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. IF NO RECOMMENDATION EXISTS, FILL SHALL BE PLACED IN THIN LAYERS LESS THAN 6 INCHES IN UNCOMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT (OR A MOISTURE CONTENT COMMENSURATE WITH EFFECTIVE COMPACTING AND SOIL STABILITY). ENGINEERED FILL MATERIALS SHOULD BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD THE CURRENT CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS AND REPORTS FROM THE GEOTECHNICAL ENGINEER. 26. ANY CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMIT PURPOSES ONLY. THE ENGINEER MAKES NO WARRANTY EITHER DIRECT OR IMPLIED THAT THIS WILL BE THE ACTUAL COMPACTION FACTOR. THE CONTRACTOR SHALL, AFTER EXAMINING THE PLAN, GEOTECHNICAL INVESTIGATION AND THE SITE TERRAIN, PREPARE HIS BID PRICE FOR THE PROJECT, BASED ON HIS OWN EARTHWORK CALCULATIONS. IF A DEFICIENCY OR AN EXCESS OF SOIL ARISES DURING GRADING, THE GRADING CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER, WHO SHALL DETERMINE IF ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BETWEEN CUT AND FILL 27. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF THE BORROW SITE WITH THE BUILDING OFFICIAL AND THE SOILS ENGINEER PRIOR TO PULLING THE GRADING PERMIT. 28. EXPORT MATERIAL SHALL BE DISPOSED OF AT AN APPROVED SITE THAT IS COORDINATED WITH THE BUILDING OFFICIAL PRIOR TO PULLING THE GRADING PERMIT. 29. MAXIMUM SLOPE RATIO 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 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 30. IT IS THE RESPONSIBILITY OF THE DEVELOPER AND THE CONTRACTOR TO (A) FAMILIARIZE THEMSELVES WITH THE FOREGOING RECOMMENDATIONS, (B) NOTIFY THE ENGINEER WHEN SITE PREPARATION BEGINS AND BEFORE THE PLACEMENT OF FILLS, AND (C) INFORM THE ENGINEER OF ITEMS ENCOUNTERED DURING EARTHWORK OPERATIONS WHICH MIGHT EFFECT FOUNDATION STABILITY, SO THAT THE ITEMS MAY BE TREATED UNDER THE ENGINEER'S DIRECTION. (THESE ITEMS MIGHT INCLUDE BURIED TRASH OR VEGETATION, PIPELINES, ABANDONED WELLS, OLD FILLS, ETC.) 31. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL GEOTECHNICAL INVESTIGATION COVERING THE SITE PREPARATION AND GRADING SHALL BE SUBMITTED TO THE ENGINEER AND BUILDING DEPARTMENT BY THE GEOTECHNICAL ENGINEER. AFTER COMPLETION OF THE GRADING, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER, ON A FORM PRESCRIBED BY THE ENGINEER, A STATEMENT THAT THE GRADING HAS BEEN COMPLETED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS FOR THE PROJECT, INCLUDING ALL RECOMMENDATIONS AND REQUIREMENTS OF THE GEOTECHNICAL INVESTIGATION FOR THE PROJECT, IF ANY. 32. 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. 32. SITE INSPECTIONS: THE BUILDING OFFICIAL SHALL INSPECT THE PROJECT AT THE FOLLOWING STAGES OF WORK: A. INITIAL - WHEN THE SITE HAS BEEN CLEARED OF VEGETATION AND UNAPPROVED FILL AND IT HAS BEEN SCARIFIED OR OTHERWISE PREPARED FOR FILL. NO FILL SHALL HAVE BEEN PLACED PRIOR TO THIS INSPECTION. B. ROUGH - WHEN APPROXIMATE FINAL ELEVATIONS HAVE BEEN ESTABLISHED; DRAINAGE TERRACES; SWALES AND OTHER DRAINAGE DEVICES NECESSARY FOR THE PROTECTION OF THE BUILDING SITE FROM FLOODING ARE INSTALLED; BERMS ARE INSTALLED AT TOPS OF SLOPES; AND THE STATEMENTS REQUIRED FROM THE CIVIL ENGINEER, GEOTECHNICAL ENGINEER, ENGINEERING GEOLOGIST (IF ANY) AND GRADING CONTRACTOR HAVE BEEN RECEIVED. C. FINAL - WHEN GRADING IS COMPLETED; ALL DRAINAGE DEVICES NECESSARY TO DRAIN THE BUILDING PAD HAVE BEEN INSTALLED, SLOPE PLANTING ESTABLISHED, IRRIGATION SYSTEMS INSTALLED AND THE AS -GRADED PLANS AND REQUIRED STATEMENTS HAVE BEEN SUBMITTED. 33. SECURITY IN A FORM ACCEPTABLE TO THE CITY SHALL BE PROVIDED BY THE OWNER FOR GRADING INVOLVING MORE THAN 1,000 CUBIC YARDS PRIOR TO ISSUANCE OF A GRADING PERMIT. ACCEPTABLE FORMS OF SECURITY INCLUDE A BOND FURNISHED BY A CORPORATE SURETY AUTHORIZED TO DO BUSINESS IN THE STATE OF CALIFORNIA, A CASH BOND, OR AN INSTRUMENT OF CREDIT FROM A FINANCIAL INSTITUTION SUBJECT TO REGULATION BY THE STATE OF CALIFORNIA OR FEDERAL GOVERNMENT. THE BUILDING OFFICIAL MAY WAIVE THE REQUIREMENT FOR SECURITY IF THE GRADING DOES NOT EXCEED A SLOPE OF THREE HORIZONTAL TO ONE VERTICAL PROVIDED SUCH GRADING WLL NOT AFFECT DRAINAGE FROM OR TO ADJACENT PROPERTIES. CONCRETE SPECIFICATIONS 1. CONCRETE SHALL CONTAIN 505 POUNDS OF CEMENTITIOUS MATERIAL UNLESS OTHERWISE APPROVED IN WRITING BY THE ENGINEER. 2. CONCRETE SHALL CONFORM TO SECTION 90 OF CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2010. 3. CEMENT SHALL BE IN CONFORMANCE WITH ASTM C150, TYPE 2 AND SHALL BE ENTIRELY FROM ONE MANUFACTURER. 4. ALL AGGREGATE SHALL CONFORM TO THE REQUIREMENTS OF ASTM C33. 5. ALL WATER FOR CONCRETE SHALL BE CLEAN AND FREE FROM DETRIMENTAL AMOUNTS OF ACID, ALKALI AND ORGANIC MATTER AND SHALL BE FROM A DOMESTIC WATER SUPPLY. 6. CONCRETE SHALL BE CURED AS SPECIFIED IN SECTION 90-1.03 OF CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2010. 7. CONTROL JOINTS IN SIDEWALK SHALL BE SPACED NO MORE THAN 8' ON CENTER AND NO MORE THAN 15' ON CENTER FOR OTHER FLAT WORK. 8. CONTROL JOINTS IN CURBS, CURB & GUTTER, AND "V" GUTTER SHALL BE SPACED ® 15' O.C. MAX. 9. COMPACT SUBGRADE UNDER ALL CONCRETE CURBS, FLATWORK, ETC. TO A MINIMUM DEPTH OF 6" TO 90% MAXIMUM DENSITY. CONTRACTOR SHALL PROVIDE COMPACTION TEST RESULTS PREPARED BY A CERTIFIED LAB TO THE OWNER & CORRECT FAILURES AT CONTRACTOR'S EXPENSE. NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN DEVELOPMENT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. THE PROVIDED WATER NOTES ARE GUIDELINES ONLY. THE CONTRACTOR SHALL OBTAIN THE LATEST SET OF DETAILS AND SPECIFICATIONS FROM THE CITY OF BAKERSFIELD DOMESTIC WATER DIVISION PRIOR TO ANY CONSTRUCTION. CONTACT WATER MANAGER AT (661)326-3715. ONSITE TRENCHING NOTES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. TRENCHING SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DETAIL ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING, JETTING, OR SIMILAR CONSOLIDATION METHODS SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 8. THE TRENCH BOTTOM SHALL BE CONSTRUCTED TO PROVIDE A FIRM, STABLE AND UNIFORM S PPORT F R THE FUL LENGTH OF PIPE. BELL HOLES SHALL BE PROVIDED AT EACH JOINT. U 0 L ANY PORTION OF THE TRENCH BOTTOM EXCAVATED BELOW GRADE SHALL BE BACKFILLED TO GRADE A D COMPACTED AS RE UIRED TO PROVIDE FIRM PIPE SUPPORT. WHEN AN UNSTABLE N Q SUBGRADE CONDITION IS ENCOUNTERED WHICH WILL PROVIDE INADEQUATE PIPE SUPPORT, OR WHEN LEDGE ROCK, BOULDERS, OR LARGE STONES ARE ENCOUNTERED, ADDITIONAL TRENCH DEPTH SHALL BE EXCAVATED AND REFILLED WITH SUITABLE FOUNDATION MATERIAL AND COMPACTED. 9. CONTRACTOR SHALL COMPLY WITH TRENCHING RECOMMENDATIONS IN SOILS REPORT. STORM DRAIN NOTES: UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE ONE OF THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS IV (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE CALTRANS STANDARD SPECIFICATIONS DATED MAY 2006. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 651.06 OF THE STANDARD SPECIFICATIONS. CEMENT MORTAR JOINTS SHALL ONLY BE USED WHEN THE PIPE INVERT ELEVATION IS HIGHER THAN ONE HALF THE DRAINAGE SUMP DESIGN WATER SURFACE DEPTH ELEVATION. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. B. POLYVINYL CHLORIDE (P.V.C.) DRAIN PIPE 1) 15" & SMALLER DIAMETER P.V.C. PIPE SHALL BE IN ACCORDANCE WITH UNI -BELL STANDARD UNI -8-4 AND ASTM D3034, SDR35, AND THE INTEGRAL BELL, GASKETED JOINT SHALL COMPLY WITH UNI -BELL STANDARD UNI -B-4 AND ASTM D3212. 2) 18" & LARGER DIAMETER P.V.C. PIPE SHALL CONFORM TO UNI -BELL STANDARD UNI -S-9 AND ASTM F679 AND SHALL HAVE AN INTEGRAL BELL, GASKETED JOINT, THAT CONFORMS TO ASTM D-3212 (J -M PERMA-LOC SERIES 46 GRAVITY SEWER PIPE OR APPROVED EQUAL). ALL P.V.C. PIPE SHALL BE INSTALLED AND BEDDED IN STRICT ADHERENCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH ASTM D2321 -LATEST EDITION FOR UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE. C. POLYETHYLENE (PE) LARGE DIAMETER PROFILE PIPE SHALL CONFORM TO ASTM F894. RUBBER GASKETED JOINTS SHALL BE USED AT ALL LOCATIONS AND SHALL COMPLY WITH ASTM D3212. CORRUGATED POLYETHYLENE PIPE (PE): PIPE COMPLYING WITH AASHTO M252, M294, MP7 D. AND ASTM D3350. INTERIOR OF PIPES SHALL BE SMOOTH AND SHALL HAVE A "N VALUE" OF NOT LESS THAN 0.010. PIPE SHALL BE JOINTED WITH GASKETED BELL AND SPIGOT JOINTS COMPLYING WITH AASHTO M252 AND N294. GASKETS SHALL COMPLY WITH ASTM F477 AND ASTM D1149. PROVIDE MINIMUM COVERAGE PER MANUFACTURER'S SPECIFICATIONS. 1) ACCEPTABLE CORRUGATED POLYETHYLENE PIPE MANUFACTURER: a. HANCOR "SURE LOK" OR EQUAL. 2) PE PIPE BACKFILL SHALL BE CLASS I OR CLASS II BACKFILL MATERIALS FOR PIPE BEDDING. BACKFILL TO 6" ABOVE TOP OF PIPE. GENERAL STORM DRAIN NOTES: 1. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AS DIRECTED BY THE ENGINEER. 2. ONLY REINFORCED CONCRETE PIPE WITH RUBBER GASKETED JOINTS SHALL BE ALLOWED WITHIN CITY OF BAKERSFIELD RIGHT-OF-WAY. 3. USE OF ANY OF THE ABOVE PIPE MATERIALS SHALL FIRST BE APPROVED BY THE ENGINEER PRIOR TO BIDDING. 4. ALL MATERIALS INSTALLATION SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 5. ALL PIPE FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. ACCESSIBILITY NOTES 1. ACCESSIBILITY NOTES ARE PROVIDED FOR REFERENCE ONLY. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE CALIFORNIA BUILDING CODE AND ADA STANDARDS. THE CONTRACTOR SHALL OBTAIN THE LATEST EDITION THEREOF. 2. CURB RAMPS SHALL BE 8.33% MAXIMUM GRADE. 3. PERPENDICULAR CURB RAMP SIDE SLOPES SHALL NOT EXCEED 10% GRADIENT. 4. SURFACE SLOPE OF RAMPS SHALL NOT EXCEED 8.33%. 5. ACCESSIBLE ROUTE SLOPES SHALL NOT EXCEED 5%, UNLESS CONSTRUCTED AS A RAMP AND HANDRAILS ARE PROVIDED. 6. ACCESSIBLE ROUTE CROSS SLOPES SHALL NOT EXCEED 2% 7. RAMP LANDINGS SHALL NOT EXCEED 2% MAXIMUM GRADE IN ANY DIRECTIONS. 8. GRATINGS LOCATED WITHIN ACCESSIBLE ROUTES SHALL HAVE MAXIMUM 1/2" OPENINGS IN THE DIRECTION OF PEDESTRIAN TRAVEL. 9. TRANSITIONS ALONG ACCESSIBLE ROUTES SHALL BE FLUSH WITH CHANGES IN LEVEL NO GREATER THAN lax". CHANGES IN LEVEL BETWEEN Y4' AND Y2" SHALL BE BEVELED WITH A MINIMUM GRADIENT OF 1:2. CHANGES IN LEVEL BETWEEN O" AND Y4" MAY BE VERTICAL. 10. EXCEPT BETWEEN SIDEWALKS AND ADJACENT STREETS OR DRIVEWAYS ABRUPT CHANGES IN LEVEL EXCEEDING 4" ALONG A PATH OF TRAVEL SHALL BE PROTECTED BY A WARNING CURB A MINIMUM OF 6" IN HEIGHT ABOVE THE WALKWAY SURFACE. A WARNING CURB IS NOT REQUIRED WHEN A GUARD OR HANDRAIL IS PROVIDED WITH A GUIDE RAIL CENTERED 2" MINIMUM AND 4" MAXIMUM ABOVE THE WALKWAY SURFACE. 11. ALL ACCESSIBLE DOORS SHALL HAVE LEVEL LANDINGS IN ACCORDANCE WITH CALIFORNIA BUILDING CODE, CURRENT EDITION. 12. ACCESSIBLE PARKING STALLS AND LOADING AISLES SHALL NOT EXCEED 2% MAXIMUM GRADE IN ANY DIRECTION. SOILS REPORT RECOMMENDATIONS THE FOLLOWING IS AN EXCERPT FROM THE SOILS REPORT PREPARED BY SOILS ENGINEERING, INC. JOB No. SEI FILE NO. 18-16883, DATED DECEMBER 13, 2018. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF THE SOILS REPORT. EARTHWORK RECOMMENDATIONS A.: COMPACTION AND OPTIMUM MOISTURE - Unless otherwise Specilerl herein, soil and other Similar materiae placed on this she shall be compacted to. me He than g0 Percent a the laboratory mmmmim densky far soh mo eda as determined in wwmawew hASTM Taw Monod C1557. Sols and sunder materials Should be compacedat"war the'Optimum nuc aWre° for each material, asdetemined inaccordance with ASTM Tea Method 01557.. Potentialy expanave materiae should be compacted at a moisture coident which is one to three percent higher than the. laboratory delepnmad.'ookism moiature" B. STRIPPING Print W of grading, easting ground wrlwasshould. be stripped of surface vegetation and high-volume root massa A sdppi g depth of ora W theta inches ie generally adequate Shipped material shall rot be used as angh ened fill a blentlw with nt incorporated Ind any materials which will underlie any arcture; or other improvements on the project. Removal a bees at other lageplane afiall Include an rocs HrgerthanWonametsr. ifnecesary rootrammanowe W be removed by land-piclang Remove exlarg strdaiaes am Improvemens, including within the Omits a grading or s deplaed-In the project wasmens. C GROUND SURFACE PREPARATION Teat Trenoaes: Prior W Sadhwodf operations. test winalies should be excevated perpondduHr to the alignment of the carrel shown. on Figure 1 In Appendix S The length a the trenwee should be darg enough W m in I a bWMlig areas a tis south and of the project shown ori figure 1. At Hast those... WNSMS Should be exwve ed for the mea The gmotewnical sngmeer or his representative shall be Present during aft exmcalom W Wg test trermhos thereby mapping the "ciao Iodations orthe moat if needed moommendaons will be issued far the areas whore the meal s expeaed. Proposed ShuefaaAmes Ground surfaces in the.Pmpostl budding area shat be compwHd In. accordance with the following Procedures: 1 ExcavaH with metered W a minimum depth of four(4) feet below wdsting grade or two (2) feet balm bottom of foundation elevation In aeon of the proposed strucMe snows, Whichever s lower... 2 The bottom of it* excavawn shall be:reviewed by the sell aginearorhis represemaive oriwto my bad= operations. The top twelve inches of malensis expased a the bottom of if* excavation shall be atadam antl compacted toa minimum o 90 percent of ASTM D1657. 3. Maslen excavated .antl Importetlaaile W near the: optimum moisture or W a crown cement consistent win, affeclfue compaction and sail stability. Compact moistened wile to a minimum of 90 percent of the maxirnum denary obtained by ASTM Tea hletno I D1557. 4. Work W hiss at leasteght (8) feet beyond the outsideedges o exhador footings antl two f nal beyond pavement edgy. Review: Prior to any compaction or backfill aohltim, the bottom of the excavewn shallbe reviewed by' . tha genua neer engineer s hs nk re ntawe If indications of previous fill, discoloration, lose. or compressible malarial, boded bnprovemem s, sWoures, pipeline, debris, rubble trsh, s my Sha disturbance are. observed by the.contreux, the geolechntcal, engineer shall be notified Immediately. F-xcavetlon a native Soils shall continue m vertical Iwrememe o am foo until compaction Wats a the bottom athe excavation equal or exceed 80 % ' Fat placement in: excavations shag not proceed wit[ tis geotechnical engineer or hirepresentahe on. the ace has reviewed, tested as decnbed above and accepted materials awaed at the bottom a thea Intevaon. at a. normal Waking Speed: inn,m] trades woues Corer ire amore exaavatlon surreoo, 2 i ::After sonar ' n has been revlawedantl tafrolled am d has been fined Thal ComPonalc the s6o p deter Com rection De A :nnaddflia, wmpaato excompacedS oeaded ederk, olecul NE. Aditpst the writeasam of firs to be oompmanc as nseded. F rmaeagh thin Adjust tho mo ea igaagmph A A teal 1. ve) tion. Wn effi shoe Wim the recon, ply caro Appy wlmlaSonaPod In cfor thi above) prior to ams. g attacher I meth the g compansof thea rapopa sing: meas, momod and squid Goalie type a netteretieIng compacted, amwad E t Appan4ifable ReHrw am re h l -A above and the slaww A for co dean uaenams. P g p Appandmx mpa req .TOPaPipe Ffnish Grtle. Ha.MISA TABLE A Com rection De A Letaiiffiiffi#i um NE. 9th Above To p 2'6" Below w-- :Ama Ab ve 1fpAbevs pf Pipe TndshGraft lnlsh d. Oredub Ad aeantS hit .TOPaPipe Ffnish Grtle. racto 8ubgnrM- Saudwml 90% 90% 90% Paverneft : 8096 90% 80% :Noq-Storgamu : BO% -` 90% 90% D. ENGINEERED FILL Each materials obtained on she areahceptablef Buse wengineeretlh8 providedthatati gre IM weeds and other deleterious donna are:flret infrared. Engineered fill materials should be placed In then layer. (lase than tan inc hes uwompaoed thickness), brought W near fife optimum mowture northern a to a moisture comer commornmata with effectwa cdmpaww and $00 Stir and compacted to a minimum of 90 percent a the Moorman, denally obtainable by ASTM Tom Method 01557,'Noting,. Somedng and Compacting Fdi Metar ale ° m Appendix A E. IMPORTEDfILL The table shown below prorMas gapaal guidelines foraa»ptance of import enginswaifill Mahnelsof squad or better quality than on -age material oeed be reviewed by the Geraechnica( Engineer or Record (GEOR) m a case-by-case basis. No soli matiall" shot be imported months project aIle without prior approval by the GEOR Any davistion from the specficatios given below shelf be approved by the GEOR pnorto import operations. Maximum Percent Passing #200 Slava.... .. ..... ... ...40 Maximum Percent Retained 9 Sieve .::.. ..::..... .... 0 McSeirum Percent Retained t%" Sieve for Burning Footing Zatm. _Iii Maximum Parsent Retained X Slave fan Landscape Ares .....5 Maximum Liquid Lpna...; ...4D Maximum Plea index ......... ............. 14. xAy F. DRAINAGE Finished ground flown adjacent to Ire proposed structures Should be sloped to Provide positive nae drainage army from the Poundawns. No areas should ne aonatruated that wad Wlow drainage gwerated on. the site orwaer impingig upon the else Sam outside sources, to. pond near footings ant slabs or behind come. Where groundsudaws adjacent H subsurface walls are to los landscaped; rase shouldbewaterproded, )rstabrmofgl lfl edantinetomtesWmuasbedmteageawayfr mmb wM reduce the thickness a romp-powrrg res umng M a considerableSavirgs, O SLOPES Both fill ant rad elopes should be coriaanaead. at 2:1 (horizontal to varnmg in accordance win the 2613 Uniform Bustling Code. Finished ropm nester than five. feet Path bidding foundation should be graded he shape man five horizontal to ens vartWa (6:1).. A slope rein of two hodzaaal to one. vertical (2:1) should proJMe adequate alwalhyfrxslops former than five feel ham /ooft lines: The fill Slopes Stas be compectad W a min"" of 90% a ASTIM 01667 aid In accordance *0 the Gude Swalmfimefor Eamwmrk Appendix A This may be achieved by ovarfiiling the conallu ded Mope and tnnnmag W a conpacteddnshad surface; raging the elope fare with a shemsfoot a�the Hoer ofthe fila la raised, or my method that admvea thewired praduol The cut portion ofthe slope should be wnsuuoed that Priorto construction tithe fill Slope, hrwmpeteo whapessols'would be removed from lH top tithe out Areae W reeoive fill or to SuppoRatructures, slabs or pavements should be removed a all vegetelon, .delete and disturbed wile.:All existing uncarpfed fill �b.Should be excavated to expooa competent nave wife.: Existing underground pipelines,. prorate .sewage. disposal systema and: any water or oil walk, F anwumaed during grading, should be removed s capped in accordance with Procedures considered acceptable by the appropriate governing agency. Tree more to 2 Inches In diameter should be removed. Both fig and: cut slops wfli be subject W erosionimmeditely after grading and should be..desgned W reduce sugaeal sloughing ny dmplemeang a permanent slope maintenance program ac cow aspradicia after completion of slope oonetructlon.. Slope maintenance should include proper care of erosion and drak"m control devices, mdent control, and immediate planting with deep-momg, lightaalpm, dmugm-me isHm vegetation. M erosion contrW geotexyla may elm be used in dpin lnetion with vegetation to oboaW erasion. - Expanence has shown thaalwer performance is lmgelydepandent uwn proper slope mWmenanea(i.e:, plantlrg,properwaWrg clsnngofdreinagedevices,eW) Slopes property placed and conscientiously maintained are not expected to display acessiveraveling or sloughing FOUNDATION RECOMMENDATIONS The proposed suucturesn be adequately Supported an efthercontlnwusor Isolates reinforced concrete Spread Wangs designed in accordance with the dHrs gwen below h Table B TABLE B FOUNDATKNGBESIONCRITERIA Letaiiffiiffi#i um Nmlmum Minimum Depth i Maximum Allowable SoH Foptleg Type WIdM (Isl � � Bea�g Prwure 40PC.F. '. Ad aeantS hit Contlnuous 1 -1 as0o.. eoleHd -1 1 2600 Bearing pressures given are for the minimum widths and depths shown above. Bearing pressures given above me for dead ad Sustained goads sort moa of the tlma) We loads they may be Incomes by one-third for wind aimlor se(mic leading conditions The propssd foundatWns shell be reinforced In accorch nde with the sWctu al engineers nowmmendallons selfement Provided maximum Shamans wit bearing preseaes, given above are me exceeded, total settlement shadd not exceed we Inch A major portion, two-thirds to one-haff, a total sememem should occur hot= gat and of consbutiion:.Dlfererdslsalemente Should occur before the ane o constmach Dlfferartial seMemens snood, acwmlngy, be leas than one�haff of an Inch. MODULUS OF SUBGRADE REACTION Modulus a eubgrade reaction for mom designs Wundelions e. based on rwgee: of values toe wit types provided by. Foundation Analysis and Design by Joseph E Bowles.r. EquationI would be urrecfor footings on Sandy soils. Founcaons. on day sells should employ Equation 2. Equation 3 Is hr rectangular footings having dimensions w= b (width) antl I - mb.(tength)the variable mf being the logo ache Iengl nto ft width a thefoun anion. Kat Is the modulus of subareas mason from the waste mferencod so" based on a.1 -foot x 14ae square plate. For general guidance Kat of 150 kc1 may be wed. far the subsurface sandy sons. // x Equatbn(1) ksP= Kvxtza� Eguation(2) :kola_ KAIB Equerion (3) kat = K.. is �. Valas gim abme shoWd bo uwd for gudonw. Lo l velues may be hicthor or loiasr and shouM be paced m mouth a@i-situ plate nearing Was Performed Inowadarm withASTM Teat Method DHO4, LATERAL EARTH PRESSURES Lateral with .pressures am .taction coefigotabe for determining :tire pasalve lateral maHmnce of foundations against Weal mammate and Oneadlvetatem fors agWrireaeinlrg wSs ant Subsurface :ways expressedasequh lent fluid prssures, are given below In Table C. Lateral earth Preaureswae computed assuming that backRi materials am ammtlady hes droning and lava antl that no surcharge Wade,. or sloping bode ills am present within a cathode from the wet equal W or las then the height tH)" athewall. ter - the height of W.Wil above Ct lowest adjaoenh ground surface. TABLE n LATERAL EARTH. 1t6SSLRE Cee - Letaiiffiiffi#i um Active 37P.C.F Passive W- 310 P.C.F. AtAge4i 40PC.F. Active Case:Ardhta Haral earth prmawmaehoLdd be used Shan eampWmgforom ulna fres standee rec infi geralls, unrstramad Stha tops. Active pressures should uobe un ddltrdhing oubeardof dH Ovalle is greaterthm .002H would no W dslrable. Passive Cam: Passive lateral. earth pressures. should be used When compuBlg the. lateral rsstanw provkHd by undisturbed or compacted native Sails against the movement o fooling. Wow shouting :passive maish nw, the upper ogre foot of ambeanant depth should be dHwwted. AtAmtCase:. At-reo pressuresihould w sed'for subsurface wall remained at their tops by floor :diaphragm$ orfH-backs am M rehimng raw whom Wing outwam greater than - W2 H would tag be . desirable FNattWmlReshnce Afilcgoncrefflcent of0.g7 maybe used when computingdwflotionar tanw. W siding of footings, grade beams antl slabs -$n -grade. Nati nal reaaanse and passive lateral:sai resWance may he combined without reduction. SLAB"N-GROUND. Slebaon-ground may he supported m earth materiae prepared in accomwce with :the recommemaGpnx of the Geotetlrmnl lnvsggaiw.. We recommend that moisture Promotion'be provided for irdenor comxesb sHmon-ground that wN motive moiaur-s akfir, goor coverings;. or where molsture-eensMve equipment Plrodua0. or anvlionments may bo Pmcen6 For "wptWrw W stab malsture promotion, rotor to the 2010 Califmila Building Coe Section 1807 I. The noting designer should provide specifm details -.regarding owatnxWn a the concrete'slob-on-growd, Including:a moisture bonier or vapor rearde hastier capillary break (T Included). and blotter material (itndudpd). .The American Concrete Inwtute recommends a minimum moisture vapor retarder of 10 ml thick polysthyHne The vapor retarder should be protected from damage. Purchase aha team should be repeired prior W wnareH placemen,. I hs been common local pmace W ue a Sandy matalal So a blotter layer between the moeWre harder and the wrorete W absorb ware of the bled water acrd W powtisily reduce slab ouriing. The blotter layer may as as a moisture reservoir antl all apparent advantages of. ie use negated. ThomWm, a shoatl not be Incorporated Into the: Section design. fs moiaure-0asldve $labs I It cannot be kept dry prior W conoreW'placement or Ifwater may migrate into the layer atierslab mnstrucbon (ax. wet wag; raima@ If the se6on-ground section Isto include a blotter Hyer beMrean the moisture bonier and the concrete, a s ourretommendationthatthe blotter materia const€ ofcrusherfres (roakdust) or send with angular; kaerlocking grains. The nmHrsl should be easily compacted and should be admoned so tha€100%.0 the matwal lsflsrthm W. Do notsebHherffw iWwNch may popotantialy mactivewiththealkeN¢ W the cowrel , orwhich has high aurae content. At the5me a concrete placement; the blotiermateriat should be dry to damp, compact, and enwtn. For slabs which are to be water -.Corea, a. bidder layer should not. be. sed For further wslmretion .refer W the American Concrete InaRus Menud of Concres Proteins 302114 arta 300. Bleb Nucleates,.re3momin9 and the concrete characteristics should be in accordance vmh us Project. asgneYerecommendama. The 2018 CalifomeBulMing Code, Section 18071 requhes that the slab thicknesebe not lee than 3h Pressurized water line Should notbe Installed beneath slabs-ongmund. Where pressurized was lines moot be routed beneath the slab, they should befouled an** imide continuous sleeves with both ends open to theamosphere shove tha slab Surface. Gmwty flow sewer litres my underliealabwon sound, bwthry should be mutedW tha poiMa connection by tha Shodst feasible path. PAVEMENT FIELD INVESTIGATION S DESIGN DATA I bort were chilled to a maxaaum tl of five 5) feet below e x rrk on. U e.: . ngS spm S.I eldadngg sea ata ro ICW 0 Fl aloe D.7 thro h 0.6... . P g ug he SSM, Section 26. C demgn sheuki meet ft requirements of the American Concrete lnshtuletACI) 330R, Guide for the sign a d Construction of Concrete Said wrfaea to maws HMA or Portland Camad Concrete PCC mea be surged ver shwld pa de to recaltoel. Engmdeptha12hmd in pro tied pavinnard in de sh eoro 12 pato t e Gas W roc of Simi Faglnemd 011 reced land Co pa png FRIM sena should ckil W -the. Iulremente aaecdw 64,'PHWvg, 9preaang and CampwBng Fal MaWnae,° ofAppendbrA m n In: pro tl vement ares Should beta minimum of 90 rcent of the maximum demi obtaaineod to ASTMMToT gMM9ethod.D1557 arta Should extend to a minimum of bid feet beyondtlre outakle fs of ie"amencs ooervamrteto vent' comonmitw with theca recommendaaona SOI. CORROSMTY Soluble &Otey (SOA The highest Sulfate (SO4) wnoenfratsn measured urea 140 ppm: Generally, suffae conowene ems greater than 1,500 ppm am considered W be comm ve, to foundation elements (Rai ACI 318, Section 4.3, Table 49:1) The highest Chiobds (CI) wwentmtiw measured was 69 PWn. Gen emOy, chiends mmm�hams greater than 500. ppm am considered to be outcome to foundation elanents..(Rot, Calbane Corrosion GuMWin is l Version l 0) Riot The wit pH ranged from 6.6 to 8.4. Gasrally, a pH lava Has than 66 are considered to be wrresive to foundation elements.,(Ref: Camara Corrosion Guidelines, VesWn 1A). Pralimmary Wet resutte Indicate thatSei i g subsurface wile at the locations and deaths tested rte neo- wrres se tweed on the above teat roans. Weatapg®W that shegradlrg waralonswil result in a bland a native motor Importedmaeial"finishedsubgmdeelevedorH: Accordingly,atlationaltestsshould be pedwned after rough grading has been completted end pie W concrete we gn::. LIMITATIONS, OBSERVATION, AND TESTING Conclusions and recommendOons th this report are given forme Park West Protea st Shckdals River Ranch located at 250 S: Heath Road, APN: 534-010-74 in Bakersfield, Kam County, California and aha based on the following: e. The information mareved tram twwy-five(25) exilondaSy hada drilled at the subject aft to a maximum depth W 165 tea balmths, exiaagground surface; b. Our laboratory tstiig program resale; a Ourangineering arslede based on the infomawn deal in the report; d. Our experience In the Kenn County area. Variations In'wit type, strength and conslablncy may exst between specific boring Wbe ens. Thee variations may rat became evident unit after thestan a construction. If such variations appose, a re'h evaluation. of the sods teat data and rebommendatlors may be nod cry. Unless a Gsolteradal Engineer of this firm s afforded the. opportunity H rewaw plana. and :Specifications, we accept. no respotsibilily for compliance with design concepti a interpretations mare by others about foundation support, fit see beer. rill Plac ment or other rewmmmdWWm presented in this report. Chagr in conddon s of the au*d properly con owurwMrtime because of natural processes athewoNe a man an the amject age s m aajaism propartles..Charges In applicable engineering and construction aandatiscan also occur name thing ofteglelalsnhrfront the broadening o'knoiaedge. AcconHngly, do fintlmg of this mood may he lrwadism, wholly orIn pert, by changes beyond our demand Therefore, due report H wigect W reYrewa d Should wt be relied upon w9hout reVtw atter a:pewd of sot. yeas w after my modifications W tiro ago. REVIEW OF EARTHWORK OPERATIONS Review of sorthwhrk operagme nrlamg W she clearing around stabilization placement end compaction of MI mWmicK and "had.9mding H all W tlw abciamol hdagrly of building fountlahn and Own by sign teamP a al�itecs, fimig g e gineers strud� arglnears handsome egerses, to:::. in. wmph&V their respective taxes, mrsom of plane ant Sao review arm tewmg owing sadhwoa aPsretlors are vlhl argwies to the wmplegan of the Geoichmosl engineers tsks, Oc asionaW,. even mina changes ten sgndicady affect the pertormarm of fcuntlellors The moa prevalent Smas er, canes for'. foundation failure s Inadequate Impbmematlon -a Ge imlaml rewmmendatlons during the formulation of foundation designs ant gratlhg plane The error ina foundafrxn designs en omission rat a key element from a grads g plan wcummost often So a moult of : Inadequate wmmwlcMm betwen the various Project cosukerlH and --wean aciange inconsuAihe. odwrm -- Impropertrarsfer of authority and responsibility. .k. is imperative, relator, that any reviews. to the. project Scope, any charge m Structural daall, or change In consoPam, be brought tofAa attention of Soils Engineenng; Inc to allow for timely raver and revlolon of rsdcmmendeliore arta for an orday. hander of maPwsiblil y end approv 1. It iso the responsibimy M hie Sumer or his representative W ensure that a Immo wtative of Sia far Is prey nt at all Owe duringaedhwark operations feeling loaf preparation and gM tg, wdrt'regative dompealon teas can be performed, earthwork operatics an be observed and ccmpsarxr with the rawmmematlorsprovir� M1erein dm be aston fished This en Inert has bean red within. the Ilmgs r®wribed to us b .the client or. hs 9 re raccor Preps P ce tepreeesing. N : in er vown nsa w86 the gesreey. eempted pd ar int and Pn Oft re. or Geotewn l angiserirg Nootlsr werreMy, agfressetl orimplsd,nmcludetl.orinrntlmlmtiaarepart SOILS REPORT RECOMMENDATIONS THE FOLLOWING IS AN EXCERPT FROM ADDENDUM NO. 2 DATED FEBRUARY 19, 2019 TO THE SOILS REPORT PREPARED BY SOILS ENGINEERING, INC. JOB No. SEI FILE NO. 18-16883, DATED DECEMBER 13, 2018. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF THE SOILS REPORT. Ree=Mendalme The following am the recommendation ter the former canal area. " The recommendama in the Gootachnical Report (ref #1) and Addendum #1(mf#2) to the Geoechrucal Report should be fo red. This will include: I. Excavate earth material W a mars= depth of two (2)foet below bottom of proposed foundations 2. The bottom atbe excava5on Shot be reviewed by the Soil engineer or ns representative prior to any backfill operatfom The top foot (1) of materials exposed a the bottom of the eacavalm shall tie scanfied and compacted m amirdmum of 90 percent of ASTM D1657. &. Mceten excavated and imported Sole W near the optimum rnolahre or to a twiature content consistent with eftecthie compactim and Sag stebstly. Compact trammed soils W a. minimum o-90 percent of the maximum dmaityobtained by ASTM Test Method D155T. 4. Work to lines at least five (5) fast beyond the outside edges of axferlor footings and two. feet beyondp®vemeiit edges. §i 9 m0� wzwa B---- _� Z 2,!�gF o $ 2 W N U � O (C9n -a. 69 S m 9W 9"z Ow3 FLF iEa �y§?Han Hv�¢i8 I mega. WH610 3.om '� o g 0 x - o: Z � w p � Sx I-.! 4-W SiEmu, _ w 6 3 azpl��y�, W N S O 2 O 5h5� ar Ci$���� w s i > 0 a .�-i66LL �Nm m Z ug !2 Ell 1W F_§II« `� 1! e_►uI�� t i w m a 9 U Z_ 2 W W) rV .� O Wz r > _V N Q � C� - � m U0�45 O �6 12 a4j ) 0 a) Z l6 Q W m N 06 W b O Z WZU)m LU W .M M //�_/_ N W IX O O N L n M U W m z a t M 1 W d: DATE 12/4/2019 PA JOB No. 3100 SHEET 1.1 OF 21 SHEETS Z M _ z �/� 02 .jpj6O�mw2 v/16O �i ieuc�o�c�i& (0 . W z E7 o o ¢ Q Ao ch ;56jgo€w ®ZONH-w� LL $'S Wy.FW W VI z (V Yi �j OO VVZ2N W Yiq'�VjwF _�YY( a m N LLI $30 WC2 W Z NO 2 o�cOi dam' UJ W uta w pNp 0404 (p ws ®O (4 N o d =sa_� o O�yI y K W W ggZ�jjk p �oOWa_��F�� L yg' WN ymjVUSJZZ_ w �o �� g 49 �2� At 3 O V SPECIFIED ON THIS PLAN OR ARCHITECT'S PLAN /C iiAW fj,m PA) x-1141, 12 CONSTRUCT 40 THICK CONCRETE FOR BIKE RACK. SLOPE SHALL NOT EXCEED 2% IN ANY DIRECTION. © CONSTRUCT 6' NODE SIDEWALK PER C.O.S. STD. DWG. ST -6. CONTRACTOR SHALL OBTAIN STREET PERMIT FROM PUBLIC WORKS PRIOR TO CONSTRUCTION. 3. ADD 300.00' TO ALL DESIGN ELEVATIONS. 4. ALL EXISTING FEATURES ARE HALF -TONED. 5. SEE ARCHITECT'S PLANS FOR ALL DIMENSIONS NOT SHOWN FF= FINISHED FLOOR FP= FINISHED PAD rH SCALE: 1 .=l O' 0 5 10 20 12/4/2019 C1. OF 21 SHEETS y IT p- ---- L ---- ---------r. Z FIL T - - - - - - - - - - - - - - - - - - ; - - - - - - - - - - - - ow ---- - - - - - - - - -04, SEE SIDEWALK - SHALLOW. BASIN PLAN DETAIL ON SHEET C1.1 0 U) ----- ------- 65 1 1 ----- l", ---- -,L ---® �131- >"-- , - -- _TSOF(L L - - - Uj N L6 0 - — — — — — — — — 'ny S — — — 17 S- cq a 1B.WA MAIN 51.62 5168 ESE TING 16' WATER MAIN MEE G- - - - - - - - I -Es 4 - - - - - - - - - - - - - - - - - - - - - - - - - - -\7 - - -- - - - - - - - - - - - - --- - - 51.72 1.78 T -V 7K_ __:�R 7 41 4 F -s7 -A',-\. 11 FSA — -- — -- o Ni WE — I 1 66 -7 GH= IN A-iI —,,z EX, R/W PER P.M. ' NK 12062-2 Eyl R/W PER PlM, INC,i2062 -03t- x U) Eg[a SEE DETAIL (A 2 ED < EX. AIR RELEASE VAALVE IN 1IIP` oy wQyOF a 4 d F LL W Q CS g od zN q SAX it z 4 1 54.5 A 46 ED A A uj 54.4 4�L 0 Rl RIDGE cN T.O.H. 5 UtHH 9 a �MH . 2 10 j 10 s?djw 'jIG Q 0 t ct E DETAIL \14 20 IN SIX 2 MIPS 2 CEO GD 2 If A II -1r -,t X, P;PSp B"l ev TD -J L J L. '7— it jj Ii 'XX` \-a) p -fc' J is L 2 F, it It K 9' TYR 9, TYP B, /611L `N1 w SEE DETAIL I n� a) A mm mm t�o 22' 10 1-1 4y 5 2.2% 'd/ 26, WE 1% MIN 5% MAX z MAX% M M a RU Sd KIR LJ FIN 25% 025% ICA 2-131 9' TYP it X, FUJI j9 - lit .55 rmCwaarr -14 iAr l� C42% OD -IS 10 14 - -- - #1 SMJE — 12 43Z 4% 1 -BI 1. 7 w (D5 �LI-4-% .-G 'MF�Fml,: — /038 5f St(- `FIX 1.5% SOX S, A& 'MSM o �K> I T ni-------- kG -t WIN I x- C.� z c: cl 4Z, m qqT oc) fz uJ > z z cc < BUILDING N W FF=52.40C-) 0 0 > 4-5 W LLI uj Ld LF (D 1 BUILDING 0 m m (D cc z Z FF=51.50 Z (D < �> ,V, \MIN uj (D F- �,YF, 6. �Z it 1t2�?!� a) F, Tg lvla7l ---------- IN, To kx� Sag ae�z t Ne SEE SHEET C16 ----- !q§ 110 1 -- GRADING CONSIRMION NOTES CONSTRUCT ACCESSIBILITY FEATURES, ASCENDIBLE CURB RAMP, TRUNCATED qD TRANSITION CURB HEIGHT FROM 4* TO 6" AS SHOWN. N O= (' &A DOMES, STRIPING & SIGNAGE PER ARCHITECT'S PLANS. FLARE GUTTER AT BOTTOM CONSTRUCT 6' CURB AND GUTTER PER DETAIL OF CURB RAMPS. GUTTER SHALL BE 5% MAX. SLOPE IN ANY DIRECTION. CONSTRUCT e TAU CONCRETE CURB PER DETAIL DESIGN ELEVATION EXISTtNO GROUND CONTOUR TC= TOP OF CURB EXISTING RIGHT-OF-WAY FL= FLOWLINE CONSTRUCT V TALL CONCRETE CURB PER DETAIL WB ACCESSIBLE PARKING SPACE AND LOADING AISLE SHALL NOT EXCEED 2% MAX. EXISTING ELEVATION TRANSITION CURB HEIGHT FROM 12' TO 6" AS SHOWN. .1 SLOPE IN ANY DIRECTION. PROPOSED STORM BRAIN MAIN AC- TOP OF ASPHALT CONSTRUCT 4' WIDE V -GUTTER PER DETAIL CONSTRUCT CONCRETE TROUGH PER DETAIL CONSTRUCT 12" TALL CONCRETE CURB PER RETAIL 6107 DESIGN GRADE EXISTING STORM DRAIN MAIN FS= FINISHED SURFACE (& (D PROPOSED LANDSCAPED AREA, SEE ARCHITECT'S PLANS, GRADE TO DRAIN (T'/P}, NOTED: (D) OR 10 PROPOSED STORM BRAIN MANHOLE EXISTING POWER POLE & DOWN GUY FG= FINISHED GROUND CONSTRUCT TRASH ENCLOSURE WHITT CONCRETE APRON PER ARCHITECT'S 1, PROPOSED WATER AND NEWER LINES ARE SHORD FOR REFERENCE ONLY, SEE PROPOSED STORM DRAIN CATCH BASIN GB= GRADE BREAK PLANS (SEE PLANS FOR DETAILS AND DIMENSIONS) PROPOSED BLOCK WALL BY SEPARATE PERMIT (NOT A PART OF THESE PLANS) SEWER AND WATER PLANS FOR EXACT LOCATIONS, HP= HIGH POINT CD CONSTRUCT 4- THICK CONCRETE WALK AND OR FLAT WORK PER CONSTRUCT 10' WIDE V -GUTTER PER DETAIL K 2. WARP CONCRETE. TO CALIFORNIA PUBLIC ACCESSIBILITY STANDARDS TO MATCH EXISTING SDDRM DRAJN MANHOLE l 1 FINISHED FLOOR AT ALL BUILDING ACCESS OPENINGS. TOG= TOP OF GRATE ARCHITECT'S PLAN. WALKS SHALL BE 4' WIDE MIN. UNLESS OTHERWISE G EZ] PROPOSED DRAIN GRATE (SEE STORM DRAIN PLANS) SPECIFIED ON THIS PLAN OR ARCHITECT'S PLAN CONSTRUCT 4" THICK CONCRETE FOR BIKE RACK. SLOPE SHALL NOT EXCEED 2% 3. ADD 3=00' TO ALL DESIGN' ELEVATIONS. FFm FINISHED FLOOR I , I v IN ANY DIRECTION, (L -S 6 CONTRACTOR 4, ALL EXISTING FEATURES ARE HALF-TIONED. FP= FINISHED PAD CONSTRUCT 6' WIDE SIDEWALK PER C�OI& STD. DING, ST- . , i A TOR SHALL OBTAIN STREET PERMIT FROM PUBLIC WORKS PRIOR TO CONSTRUCTION, 5. SEE ARCHITECT'S PLANS FOR ALL DIMENSIONS NOT SHOWN R. JL a ... . ..... rn o to ei DATE 1214/2019 PA JOB No. 3100, SHEET E I-rH SCALE: i 1C)` 3 C1 0 5 10 20 OF 21 SHEETS 2% i I SEE SIDEWALK- SHALLOW BASIN PLAN DETAIL ON SHEET C1,10 %son %, I % �. ' k II -04.3 5J.7 f 1 l 1 r uwi a t4 -w19 - 54.3 ITT III 0 _ EE AY INTERCHANGE o za�iESE4.i�AiiON X a A.. } —US ()o� DX 53.7 �osF u o 0 B. �E G �° 10 _ CD 4) f L J _ ,G _M� a pd�J a �_-MyAIS a Co rL (! c ooa$w 9' Trny'Lhms< LTi? G f }I !)! }! 6�'ryM a _ P2 My 7f -� MU TYP 6 f�f ( SEE DETAIL `�wc 1 G if }f( 2 ryNQ o�rG X 2Gea r, G 1f I I CD I ` U � h186P I it r — 0.25% sV 7 , LU 1b6 7.147 `„Tl 7,94% ,?S,>.> SC �°' Q` rC�`--<_.\---""-'_'— c,�1h`}' �\ r� 9 4QC vq5 1, LL Q Z u aJyr�`!'h } _ ti 05 zN� S s .Ejj`� `' 1 5�` 4 \14y d v '� ...._..... TS y W UK `r �P his J �m2 2% MIN 3 y 1% MIN 1.5% ,Jd,P1SP0 y'L@ kl e 5%MAX r 4 40- 9yy i41 fl o' X 50,8 " 414N 8: t h� GB 1.60 MIN C1.7 F5 GRADING CUA TRUCTIO NOTES (D CONSTRUCT ACCESSIBILITY FEATURES, ACCESSIBLE CURB RAMP, TRUNCATED 9$ TRANSITION CURB HEIGHT FROM 4" TO 6" AS SHOWN, DOMES, STRIPING & S!GNAGE PER ARCH€TECT'S PLANS, FLARE GUTTER AT BOTTOM M CD CONSTRUCT 6" CURB AND GUTTER PER DETAIL CA OF CURB RAMPS. GUTTER SHALL BE 5% MAX, SLOPE IN ANY DIRECTION. CONSTRUCT 4" TALL CONCRETE CURB PER DETAIL 1 g (, ACCESSIBLE PARKING SPACE AND LOADING AISLE SHALL NOT EXCEED 2% MA)( SB TRANSITION CURB HEIGHT FROM 12" TO 6" AS SHOWN. } CONSTRUCT 6" TALL CONCRETE CURB PER DETAIL 11 SLOPE IN ANY DIRECTICH. CONSTRUCT 4' WIDE V -GUTTER PER DETAIL C i CONSTRUCT CONCRETE TROUGH PER DETAIL E jC_D CONSTRUCT 12" TALL CONCRETE CURB PER DETAIL 1.9 01.1 {q PROPOSED LANDSCAPED AREA, SEE ARCHITECT'S PLANS, GRADE TO DRAIN (TYP). NOTES: CONSTRUCT TRASH ENCLOSURE WITH CONCRETE APRON PER ARCHITECT'S 1. PROPOSED WATER AND SEWER LINES ARE SHOWN FOR REFERENCE ONLY, SEE PLANS (SEE PLANS FOR DETAILS AND DIMENSIONS) 1O PROPOSED BLOCK WALL BY SEPARATE PERMIT (NOT A PART OF THESE PLANS) SEWER AND WATER PLANS FOR EXACT LCCAT90NS. d CONSTRUCT 4° THICK CONCRETE WALK AND/OR FLAT WORK PER <lD CONSTRUCT 10` WIDE V -GUTTER PER DETAIL 2. 'WARP CONCRETE TO CALIFORNIA PUBLIC ACCESSIBILITY STANDARDS TO MATCH ARCHITECT'S PLAN. WALKS SHALL BE 4' WIDE MIN. UNLESS OTHERWISE CL1J FINISHED FLOOR AT ALL BUILDING ACCESS OPENINGS, SPECIFIED ON THIS PLAN OR ARCHITECT'S PLAN Q> CONSTRUCT 4° THICK CONCRETE FOR BIKE RACK, SLOPE SHALL NOT EXCEED 2% !N ANY DIRECTION. 4. ADD 300.00' TO ALL DESIGN ELEVATIONS. II $T i#)y�.I NCz 13 CONSTRUCT ti 'NIDE SIDEWALK PER C.O.B. STD, DWG, ST -6. CONTRACTOR 4. ALR, EXISTING FEATURES ARE HALE -TONED. SHALL OBTAIN STREET PERMIT FROM PUBLIC WORKS PRIOR TO CONSTRUCTON. 5, SEE ARCHITECT'S PLANS FOR ALL DIMENSIONS NOT SHOWN 5 B 1.5% P% MIN SMAXA 4-F !w 5 .44' fa Nz� ".� P. 1 5 P m " (H5 �$ �{ 51.10 T t2fl �`, WP• '�P B 2 5,, 5 TC $,:AA :+0.55 AC ES 1.00 T \\ 51 07 50.50 AG FB r LEGEK DESIGN ELEVATION - -(30G}- - EXISTING GROUND CONTOUR TC= TOP OF CURB EXISTING RIGHT-OF-WAY FL= FLOW INE EX.'STING ELEVATION PROPOSED STORM DRAIN MAIN AC= TOP OF ASPHALT d \f> 0.20% OESION GRADE - EXISTING STORM DRAIN MAN FS= FINISHED SURFACE 00Rj]D PROPOSED STORM DRAIN MANHOLE _-_.. -"aD EXISTING POWER POLE & DOWN GUY FG= FINISHED GROUND PROPOSED STORM DRAIN CATCH BASIN GB= GRADE BREAK EXISTING STORM DRAIN MANHOLE HP= RICH POINT PROPOSED DRAIN GRATE (SEE STORM DRAM PLANS) IT= TOP OF GRATE = FINISHED FLOOR FP= FINISHED PAD m 16' TYP 26' . 1° 2.0% 111 0ralM-Aw S C,A L_E: 1"-10' MIMI 0 5 10 20 2 A r 2 I € I u hGG _M� a pd�J a �_-MyAIS a Co rL (! c ooa$w 9' Trny'Lhms< LTi? G f }I !)! }! 6�'ryM a _ P2 My 7f -� MU TYP 6 f�f ( SEE DETAIL `�wc 1 G if }f( 2 ryNQ o�rG X 2Gea r, G 1f I I CD I ` U � h186P I it r — 0.25% sV 7 , LU 1b6 7.147 `„Tl 7,94% ,?S,>.> SC �°' Q` rC�`--<_.\---""-'_'— c,�1h`}' �\ r� 9 4QC vq5 1, LL Q Z u aJyr�`!'h } _ ti 05 zN� S s .Ejj`� `' 1 5�` 4 \14y d v '� ...._..... TS y W UK `r �P his J �m2 2% MIN 3 y 1% MIN 1.5% ,Jd,P1SP0 y'L@ kl e 5%MAX r 4 40- 9yy i41 fl o' X 50,8 " 414N 8: t h� GB 1.60 MIN C1.7 F5 GRADING CUA TRUCTIO NOTES (D CONSTRUCT ACCESSIBILITY FEATURES, ACCESSIBLE CURB RAMP, TRUNCATED 9$ TRANSITION CURB HEIGHT FROM 4" TO 6" AS SHOWN, DOMES, STRIPING & S!GNAGE PER ARCH€TECT'S PLANS, FLARE GUTTER AT BOTTOM M CD CONSTRUCT 6" CURB AND GUTTER PER DETAIL CA OF CURB RAMPS. GUTTER SHALL BE 5% MAX, SLOPE IN ANY DIRECTION. CONSTRUCT 4" TALL CONCRETE CURB PER DETAIL 1 g (, ACCESSIBLE PARKING SPACE AND LOADING AISLE SHALL NOT EXCEED 2% MA)( SB TRANSITION CURB HEIGHT FROM 12" TO 6" AS SHOWN. } CONSTRUCT 6" TALL CONCRETE CURB PER DETAIL 11 SLOPE IN ANY DIRECTICH. CONSTRUCT 4' WIDE V -GUTTER PER DETAIL C i CONSTRUCT CONCRETE TROUGH PER DETAIL E jC_D CONSTRUCT 12" TALL CONCRETE CURB PER DETAIL 1.9 01.1 {q PROPOSED LANDSCAPED AREA, SEE ARCHITECT'S PLANS, GRADE TO DRAIN (TYP). NOTES: CONSTRUCT TRASH ENCLOSURE WITH CONCRETE APRON PER ARCHITECT'S 1. PROPOSED WATER AND SEWER LINES ARE SHOWN FOR REFERENCE ONLY, SEE PLANS (SEE PLANS FOR DETAILS AND DIMENSIONS) 1O PROPOSED BLOCK WALL BY SEPARATE PERMIT (NOT A PART OF THESE PLANS) SEWER AND WATER PLANS FOR EXACT LCCAT90NS. d CONSTRUCT 4° THICK CONCRETE WALK AND/OR FLAT WORK PER <lD CONSTRUCT 10` WIDE V -GUTTER PER DETAIL 2. 'WARP CONCRETE TO CALIFORNIA PUBLIC ACCESSIBILITY STANDARDS TO MATCH ARCHITECT'S PLAN. WALKS SHALL BE 4' WIDE MIN. UNLESS OTHERWISE CL1J FINISHED FLOOR AT ALL BUILDING ACCESS OPENINGS, SPECIFIED ON THIS PLAN OR ARCHITECT'S PLAN Q> CONSTRUCT 4° THICK CONCRETE FOR BIKE RACK, SLOPE SHALL NOT EXCEED 2% !N ANY DIRECTION. 4. ADD 300.00' TO ALL DESIGN ELEVATIONS. II $T i#)y�.I NCz 13 CONSTRUCT ti 'NIDE SIDEWALK PER C.O.B. STD, DWG, ST -6. CONTRACTOR 4. ALR, EXISTING FEATURES ARE HALE -TONED. SHALL OBTAIN STREET PERMIT FROM PUBLIC WORKS PRIOR TO CONSTRUCTON. 5, SEE ARCHITECT'S PLANS FOR ALL DIMENSIONS NOT SHOWN 5 B 1.5% P% MIN SMAXA 4-F !w 5 .44' fa Nz� ".� P. 1 5 P m " (H5 �$ �{ 51.10 T t2fl �`, WP• '�P B 2 5,, 5 TC $,:AA :+0.55 AC ES 1.00 T \\ 51 07 50.50 AG FB r LEGEK DESIGN ELEVATION - -(30G}- - EXISTING GROUND CONTOUR TC= TOP OF CURB EXISTING RIGHT-OF-WAY FL= FLOW INE EX.'STING ELEVATION PROPOSED STORM DRAIN MAIN AC= TOP OF ASPHALT d \f> 0.20% OESION GRADE - EXISTING STORM DRAIN MAN FS= FINISHED SURFACE 00Rj]D PROPOSED STORM DRAIN MANHOLE _-_.. -"aD EXISTING POWER POLE & DOWN GUY FG= FINISHED GROUND PROPOSED STORM DRAIN CATCH BASIN GB= GRADE BREAK EXISTING STORM DRAIN MANHOLE HP= RICH POINT PROPOSED DRAIN GRATE (SEE STORM DRAM PLANS) IT= TOP OF GRATE = FINISHED FLOOR FP= FINISHED PAD m 16' TYP 26' . 1° 2.0% 111 0ralM-Aw S C,A L_E: 1"-10' MIMI 0 5 10 20 28' 82 MAX R C 5% 4, I 4 z.55% 1.5% 1 z x�aj d w 1,8, ice% f m YA.1 xg 2 1 64 A$ rC S' 1% MIN SIX MAX 1_ N n1IN oma« by v c 0 SEE DETAIL 18 a Cu A. SC AT 2 t ? A 25 Ir 49.69 4� -"A 82 ! AA r 0 ryryg' ID x i r l - e 5° q vw+ BUILDINryG//, ryryW i F=50.40 _s AXf r Y'FFv I 't4iv c}"✓ \x�' 1" 2 O13 f r e I J( I 1 4 9y g`6' .A _ 1 m, t r jt i {}0. 1 r -o jJJJ r 01 a W`�" Oki ONO N 1 - 4 _ ... ji 1 ! Ogg 34 S MSN F,G M- 1. 1% %¢R ',,..[l\j USN 1 J ,mss 404 �11 A 9.72 PG i 4iCLUBHOUSE 4 FF=49.90 20% E 9 > 63.7 w ' 18' ifP `\ 3 �5 1 1 ,tee+ Aa`V PG k'• 9 'Ai,FS _ �6 f j. � 1---... T1 p 34,s `- 4 S 1&' nv 2 Jar 49go } 4 N SEE SHEET C1.8 p� o GFEADl IG NST UC*jM CITES. M CONSTRUCT ACCESSIBILITY FEATURES, ACCESSIBLE CURB RAMP, TRUNCATED C� TRANSITION CURB HEIGHT FROM 4° TO S" AS SHOWN, LEGEND ABBREZAnM DOMES, STRIPING & SIGNAGE PER ARCHITECT'S PLANS. FLARE GUTTER AT BOTTOM M DESIGN ELEVATION —\300}-- EXISTING GROUND CONTOUR TC= TOP OF CURB CD CONSTRUCT 64 CURB AND GUTTER PER DETAIL IA OF CURB RAMPS. GUTTER SHALL BE 5% MAX SLOPE IN ANY DIRECTION. (M CONSTRUCT 4" TALL CONCRETE CURB PER DETAIL Ci i ' (B �7 j ACCESSIBLE PARKING SPACE AND LOADING AISLE SHALL NOT EXCEED 2% MAX. 1g TRANSITION CURB HEIGHT FROM 12' TO 6" AS SHOWN. y�o�EXISTING ELEVATION EXISTING RIGHT-OF-WAY FL= FLOWLINE CONSTRUCT 6" TALL CONCRETE CURB PER DETAIL 0„ SLOPE IN ANY DIRECTION. �c =,- PROPOSED STORM DRAIN MAIN AC= TOP OF ASPHALT Q CONSTRUCT 4' VIDE V -GUTTER PER DETAIL CONSTRUCT CONCRETE TROUGH PER DETAIL CONSTRUCT If TALL CONCRETE CURB PER DETAIL 0.20% DESIGN GRADE — EXISTING STORM DRAIN MAIN FS= FINISHED SURFACE } PROPOSED LANDSCAPED AREA, SEE ARCHITECT'S PLANS, GRADE TO DRAIN( TYP). NOTES' D OR ® PROPOSED STORM DRAIN MANHOLE 2> EXISTING POWER POLE &DOWN GUY FG- FINISHED GROUND CONSTRUCT TRASH ENCLOSURE WITH CONCRETE APRON PER ARCHITECT'S I. PROPOSED WATER AND SEWER LINES ARE SHOWN FOR REFERENCE ONLY, SEE 1 PROPOSED BLOCK WALL BY SEPARATE PERMIT r PROPOSED STORM DRAIN CATCH BASIN GB= GRADE BREAK PLANS (SEE PLANS FOR DETAILS AND DIMENSIONS) � (N0, A PART OF THESE PLANS} SEWER AND WATER FLANS FOR EXACT LOCATIONS, CONSTRUCT 4" THICK CONCRETE WALK AND/OR FLAT WORK PER $(SG CONSTRUCT 10' WIDE V-GU7"TER PER DETAIL K 2, WARP CONCRETE TO CALIFORNIA PUBLIC ACCESSIBILITY STANDARDS TO MATCH EXISTING STORM DRAIN MANHOLE NIP= NIGH POINT ARCHITECT'S PLAN, WALKS SHALL BE 4' WIDE IVIN. UNLESS OTHERWISE Ci.i FINISHED FLOOR AT AL+. BUILDING ACCESS OPENINGS.PROPOSED DRAIN GRATE (SEE STORM DRAIN PLANS) TOG= TOP OF GRATE SPECIFIED ON THIS PLAN OR ARCHITECTS PLAN 12 CONSTRUCT 6" 'PRICK CONCRETE FOR BIKE RACK, SLOPE SHALL NOT EXCEED 2% FF= FINISHED FLOOR ! IM IRT QRN. IN ANY DIRECTION. 3, A.pO 300.00' TO ALL DESIGN ELEVATIONS. + kk64G'? 4. ALL EXISTING FEATURES ARE HALF -TONED. FP= FINISHED PAD CONSTRUCT 5' WipE SIDEWALK PER C.O.B. STC. DWG. ST --6. CONTRACTOR SHALL OBTAIN STREET PERMIT FROM PUBLIC WORKS PRIOR TO CONSTRUCTION. & SEE ARCHITECT'S PLANS FOR ALL DIMENSIONS NOT SHOWN ! 2 1% MIN 5% 5%MAAX PQ S ��y� tyy�OW4 Y' Q M ,mNW' caz�wr-w ow cla a. �8''iyaU en�4 o r ti �s a � 1% MIN 5P, MAX ` l M `dw4 IU1LQfNG S FF -50.70 4, 1.5% vB j jj IX . `X m ® �' _ aS.W. y�R K. r� ui \t I io X yo�'9 `Kms., s 2 LL G `p1EED 4z bs°� d' U oa 12 FS.16 49.95GB (�5 l �t22 1 " 5 50.20CDf 1% MIN � S0, LAJ ui cn LLJ m a I m I �I N I a I l of a fl s S i cn DATE 12/412019 E PA JOB No 3100, SHEET E 0 NC F I_rH ISC;A.L=-: 1 "=1 CS` Cl W 5 1 0 5 10 20 ✓ C7F 21 SHEETS 12 e'T 3h x �G 18' TYp 26' - 60° 1„ • q 50.39 p 49.89 AC , A o ST Ng64' .4fin, t � f ; } 1% MIN 5% MAX 4Ui 1 I I 5% # r f I�?`r'I I 2:0% M v#r 2 pt't.ryAs' I C h g`x f S p 5 5% MAX 41 SEE SHEET C1 3._k1N D - CD 1 T4 a` 1,4% cilo $ 2. \ Y BUILDING P 'aa FF - 51.20 A�G Vile° 11._ P � m A�soG 5p BUILDING Q a0 FF=51.00 � < 2 r Aarp r FGA 3Pg nrt 50 MIN MIN US,,.... u X a. 9 A8. i LO '3 'a 4 i 4 j S_' LuluiLLJ­�. 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O8T8 \ L _S\FS f �" 49.9 Y /t ! \ \\s 31 ^A�v� 4910 FS sy "l, \ .215 RRgg E SHEET r I. ee RAID G fidUOCIN NOTES } CONSTRUCT ACCESSIBILITY FEATURES, ACCESSIBLE CURB RAMP, TRUNCATED 4 TRANSITION CURB HEIGHT FROM 4" TO 8" AS SHOWN. ND A 5�. DOMES, STRIPING & SIGNAGE PER ARCHITECTS PLANS. FLARE GUTTER AT BOTTOM f. A.} DESIGN ELEVATION ®''OG}--- EXISTING GROUND CONTOUR TC-- TOP OF CURB CONSTRUCT 6° CURB AND CUTTER PER DETAIL 1rP1 OF CURB RAMPS. GUTTER SHALL 8E 6% MAX. SLOPE IN ANY DIRECTION. � CONSTRUCT 4" FALL CONCRETE CURB PER DETAIL I {` -® EXISTING RIGHT-OF-WAY = F' W B ACCESSIBLE PARKING SPACE AND LOADING AISLE SHALL NOT EXCEED 2% MAX. T TF EXISTING ELEVATION a' FL- a.G 'LINE CONSTRUCT 6" TALL CONCRETE CURB PER DETAIL Cy.1 SLOPE IN ANY DIRECTOR. TRANSITION CURB HEIGHT FROM 12° TO 8' AS SN01iTJ, �F x Nom. """� PROPOSED STORM DRAIN MAIN AC= TOP GF ASPHALT Q CONSTRUCT 4' WIDE V -GUTTER PER RETAILCC d CONSTRUCT CONCRETE TROUGH PER DETAIL I7 CONSTRUCT 12' TALL CONCRETE CURB PER DETAIL 0'207" DESIGN GRADE _ � EXISTING STORM DRAIN MAIN FS= FINISHED SURFACE PROPOSED LANDSCAPED AREA, SEE ARCHITECTS PLANS, GRADE TO DRAIN (TYP), NOTES: (0 OR IE PROPOSED STORM DRAIN MANHOLEEXISTING POWER POLE & OOVPV GUY _ . FG= FINISHED GROUND s CONSTRUCT TRASH ENCLOSURE WITH CONCRETE APRON PER ARCHITECT'S 1. PROPOSED WATER AND SEWER LINES ARE SHORN FOR REFERENCE ONLY, SEE F PROPOSED STORM DRAIN CATCH BASIN GB= GRADE BREAK PLANS (SEE PLANS FOR DETAILS AND DiPAENSIONS) PROPOSED BLOCK WALL BY SEPARATE" PERMIT NOT A PART OF THESE PLANS} SEWER AND WATER PLANS .OR EXACT LOCATIONS. HP= HIGH POINT CONSTRUCT 4" THICK CONCRETE WALK AND/OR FLAT WORK PER 11 CONSTRUCT 10' WIDE V -GUTTER PER DETAI:.(& K 2, WARP CONCRETE T'0 CAUFORNIA PUBLIC ACCESSIBILITY STANDARDS TO MATCH EXISTING STORM DRAIN MANHOLE ARCHITECTS PLAN. WALKS SHALL BE 4' WIDE MIN, UNLESS OTHERWISE .s FINISHED FLOOR AT ALI. BUILDING ACCESS OPENINGS, TOG= TOP OF GRATE SPECIFIED ON THIS PLAN OR ARCHITECT'S PLAN T2 CONSTRUCT 4" THICK CONCRETE FOR BIKE RACK. SLOPE SHALL NOT EXCEED 2%' ® PROPOSED DRAIN GRATE {SEE STORM DRAIN PLANS} FF= FINISHED FLOOR IN ANY DIRECTION. 3. ADD 300.00' TO ALL DESIGN ELEVAROAdS. 1y` TI IN'. AT PNk.gNL�. 4. ALL EXISTING FEATURES ARE HALF -TONED. FP= FINISHED PAD CONSTRUCT 6' WIDE SIDEWALK PER C.O.B. STD. SAO. ST-&. CONTRACTOR SHALL OBTAIN STREET PERMIT FROM PUBLIC WORKS PRIOR TO CONSTRUCTION. 5, SEE ARCHITECT'S PLANS FOR ALL DIMENSIONS 'SOT SHOWN a ,,ep # 87.2 �' �� ~ �Ow 0 or 5" zo �. A I$.� w cu 50.E„,�+ �a \ s� so.9s ` 50.60 '\ [ FS \ P S GB51.00 ^ 00 UJ FS 56.83 t N - 8T00G 5_OR 0. 5p F 50.9 FS G / 50, �.v 1 O N fl 2 0 o a � DATE 92/4/2019 PA JOB No. 3100 E SHEET m l Hci ab SCALE:: 1 --lo o s o 20 OF 21 SHEETS Y i y 'y r 1 ti (\ 3 9 a rn 1 O N fl 2 0 o a � DATE 92/4/2019 PA JOB No. 3100 E SHEET m l Hci ab SCALE:: 1 --lo o s o 20 OF 21 SHEETS �L CONSTRUCT S° CURB AND GUTTER PER DETAIL C �} CONSTRUCT S" TALL CONCRETE CURB PER DETAIL a C CONSTRUCT 4' WIDE V -GUTTER PER DETAIL 01.13 4 CONSTRUCT TRASH ENCLOSURE WITH CONCRETE APRON PER ARCHITECTSS PLANS (SEE PLANS FOR DETAILS AND DIMENSIONS) CONSTRUCT 4" THICK CONCRETE WALK AND/OR FLAT WORK PER ARCHITECT'S PLAN. WALKS SHALL BE 4' WIDE MIN, UNLESS OTHERWISE SPECIFIED ON THIS PLAN OR ARCHITECT'S PLAN til AtiN- AT- f trwt (? }6' CONSTRUCT ACCESSIBILITY FEATURES, ACCESSIBLE CURB RAMP, TRUNCATED DOMES, STRIPING & SIGNAGE PER ARCHITECT'S PLANS. FLARE GUTTER AT BOTTOM OF CURB RAMPS, GUTTER SHALL BE 5% MAX. SLOPE IN ANY DIRECTION. 7 ACCESSIBLE PARKING SPACE AND LOADING AISLE SHALE. NOT EXCEED 2% MAX. SLOPE IN ANY DIRECTION. CONSTRUCT CONCRETE TROUGH PER DETAIL 1.1 9 PROPOSED LANDSCAPED AREA SEE ARCHITECTSPlNS GRADE TO DRAIN TYP . 10 PROPOSED BLOCK WALL BY SEPARATE PERMIT (NOT A PART OF THESE PLANS) 11 CONSTRUCT 10' WIDE V` -GUTTER PER DETAIL 113 Cl Z CONSTRUCT 4" THICK CONCRETE FOR BIKE RACK. SLOPE SHAD. NOT EXCEED 2% IN ANY DIRECTION. (ED CONSTRUCT S' WIDE SIDEWALK PER C.Q.B. STD. DWG. ST -B. CONTRACTOR SHALL OBTAIN STREET PERMIT FROM PUBLIC WORKS PRIOR TO CONSTRUCTION, 94 TRANSIHION CURB HEIGHT FROM 4" TO B" AS SHOWN. 5} CONSTRUCT 4" TALL CONCRETE CURB PER DETAIL7.93 h4 TRANSITION CURB HEIGHT FROM 12" TO S" AS SHOWN. i7 CONSTRUCT 12" TALL CONCRETE CURB PER DETAIL N3 NOTES: 1. PROPOSED WATER AND SEWER LINES ARE SHOWN FOR REFERENCE ONLY, SEE SEWER .AND WATER PIANS FOR EXACT LOCATIONS. 2 WARP CONCRETE TO CALIFORNIA PUBLIC ACCESSIBILITY STANDARDS TO MATCH FINISHED FLOOR AT ALL BUILDING ACCESS OPENINGS. 3. ADD 300.00' TO ALL DESIGN ELEVATIONS. 4. ALL EXISTING FEATURES ARE HALF -TONED. S. SEE ARCHITECT'S PLANS FOR ALL DIMENSIONS NOT SHOWN LEGEND DESIGN ELEVATION Tg� flV EXISTING ELEVATION x q:� q.4q% -- DESIGN GRADE 0 AOR® PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN CATCH BASIN EXISTING GROUND CONTOUR -• J- — EXISTING RIGHT-OF-WAY PROPOSED STORM DRAIN MAIN -- _ -= EXISTING STORM DRAIN MAIN C—EXISTING POWER POLE & DOWN GUY a EXISTING STORM DRAIN MANHOLE F01,_ PROPOSED DRAIN GRATE (SEE STORM DRAIN PLANS) ------------ Bodo am' is E"aSv= azo=fig. HERR aaw" go. PENH.! 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C G t P.St$tgwj' r I r S P m ey 'a+ ' 2� _."`_.`",��..� vo =� ¢ .72 k°+'G 1 TcrrG' i aT P 0--� K d A-;7 vP 13 c� ae( �q •vo { Mfrs 1 q o1 9 MW' "V 48 2 p 40 0 a0_ NP49.q$ 7C kP 1 � � -�� �� (i� a��s nese F s>, `46 f z ZG 1 4e G FITNESSy 2 rA, 1, G Eg .� I h°#wtip f g' . M Bare G o FF=49.90 j 1 (�5 FS G g CQ Lai ° i 04& _ q1 y �`+' yF 49.5 ' I W 44'9 .n ' 111}@ R AG 3 � f x tet,', i r CD -4 ( � r i 209T (� m ( P c° n N f Ufa S 1i1 Sia% t ��A I n. T MIN M N n , M6v gg.71 5 r' 49.21 AG s 49_72 TO sass N 2 h� n N iA a of 0'1G 50.3 C6�i q y s� & B 9 9 O u SEE SHEET 1. 1 T' (FADING cONSTRU�,`T N NOTES � CONSTRUCT ACCESSIBILITY FEATURES, ACCESSIBLE CURB RAMP, TRUNCATED �4 TRANSITION CURB HEIGHT FROM 47 TO 6' AS SHOWN. ABBREMA11ON o w DOMES, STRIPING & SIGNAGE PER ARCHITECT°$ PLANS, FLARE GUTTER AT BOTTOM r- �' Z CURB E 1 CONSTRUCT 4' TALL CONCRETE CURB PER DETAILI c DESIGN ELEVATION ®t3G0}-- EXISTING GROUND CONTOUR 7C= TOP OF CURB CONSTRUCT 6°' CURB AND GUTTER PER DETAIL 7 OF CLRB RAM17P5. GUTTER SHALT BE 6% MAX. SLOPE IN ANY DIRECTION, �,i3 r w 7 ACCESSIBLE PARKING SPACE AND LOADING A35 E SHALL NOT EXCEED 27 MAX. r� `'C EXISTING ELEVATION EXISTING RIGHT -CF -WAY FL= FLOWLINE CONSTRUCT 6' TALL CONCRETE CURB PER DETAIL TRANSITION CURB HEIGHT FROM 12" TO 6' AS SHOWN, y - 1a SLOPE IN ANY DIRECT34N. x �� `^^` PROPOSED STORM DRAIN MAIN AC= TOP 4F ASPHALT Q CONSTRUCT 4° WIDE V -GUTTER PER DETAIL E CONSTRUCT CONCRETE TROUGH PER DETAIL 17 CONSTRUCT 12" TALL CONCRETE CURB PER DETAIL C1Ni O -?D% DESIGN GRADE _ _— EXISTING STORM DRAIN MAIN FS= FINISHED SURFACE o DATE 12lA12019 E ry Q PROPOSED LANDSCAPED AREA, SEE ARCHITECT'S PLANS, GRADE TO DRAIN (TYP). NOPROP4SED WATER AND SEWER LINES ARE SHOWN FOR REFERENCE ONLY, SEE 0ORLEO PROPOSED STORM DRAIN MANHOLE :�..- v� EXISTING POWER POLE & DOWN GUY FG- FINISHED GROUND � i PA CP .i46 NO. 3100 CONSTRUCT TRASH ENCLOSURE WITH CONCRETE APRON PER ARCHSTECT°S CB= GRADE BREAK SHEET PLANS (SEE PLANS FOR DETAILS AND DIMENSIONS} 1Q PROPOSED BLOCK WALL BY SEPARATE PERMIT (NOT A PART OF THESE PLANS) SE'AtER AND WATER PLANS FOR EXACT LOCATIONS. PROPOSED STORM DRAIN CATCH BASIN N HP= HIGH POINT E CONSTRUCT 4' THICK CONCRETE WALK AND/OR FLAT WORK PER 11 CONSTRUCT 10' WIDE V -GUTTER PER DETAIL 2. WARP CONCRETE TO CALIFORNIA PUBLIC ACCESSIBILITY STANDARDS TO MATCH } EXBT'ING STORM DRAIN MANHOLE > ARCHITECT'S PLAN. WALKS SHALL BE 4' WIDE MIN. UNLESS OTHERWISE C'"7 FINISHED FLOOR AT ALL BUILDING ACCESS OPENINGS. TOG= TOP OF CRATE a PROPOSED DRAIN GRATE (SEE STORM DRAIN PLANS) 'r o. SPECIFIED ON THIS PLAN OR ARCHITEC?"S PLAN 1 CONSTRUCT 4'° THICK CONCRETE FOR BIKE RACK, SLOPE SHALL NOT EXCEED 29 Ff= FINISHED FLOOR £ 3. ADD 3DO.G0' TO ALL DESIGN ELEVATIONS. f w ET �Wo-W, IN ANY DIRECTION. A, ALL EXISTING FEATURES ARE HALF -TONED. FP= FINISHED PAD SCALE: i °"=T O' U 13 ci .8 CONSTRUCT 6' WIDE SIDEWALK PER C.O.B. STD. DWG. ST -6, CONTRACTOR SHALL OBTAIN STREET PERMIT FROM PUBLIC WORKS PRIOR TO CONSTRUCTION. 5. SEE ARCHITECT'S PLANS FOR ALL DIMENSIONS NOT SHOWN 0 5 t0 20 OF 21 SHEETS? i.75"5 MlN CD IW VhtN C5It' mow 50.1 0r a� PG to ca , 5 \ � 5 FO , SG� 50. J rX CD 9° Y } 4 MIN BUILDING G FF=50.60 Alr�l ?yO k12 f� 50 98 `l `_.. y d FS / Sa OG B wd JM M[� BUILDING F FF=51.00 i9 -u dy r `5) W � 9 a h W P // g�"os Pg °art R8 - \ cs?co i ry, 0 FS FS n O OT �a Z 50.13 TC 48.53 AC SQ17 Fs �� n/ A 48. 6 �l PS k9. 9/ ryy r�p,� rn 50 59.21 .� T, IS 'v 57 Ac Tr �� �. "h8 43 s� mv �04,_7 h. � `4n/'\a,•9ti>3 590 J ..,: r \ 0.7 FF T�gp TO a AOGg } - FS 5 \ \ G�S �, Oys BUILDING E oiyC5 FF=51.20 �M 5o.F2 / v ti" 60.5, ai- r ... •... Ll 1 0 8° rr A- 0850 4o 7 a R �� < � F4 G 49.59 T SEE SHEETC1.12 48A8 AC / /\C '. � SEE IL. ¢ \ i `. �p GRADiIVG COM1 S UC Si. N 3�N t Q CONSTRUCT ACCESSIBILITY FEATURES, ACCESSIBLE CURB RAMP, TRUNCATED {�4 TRANSITION CURB HEIGHT FROM 4" TO 8" .4S SHOWN. L Q ABBREVIATIQNS DOMES STRIPING & SIGNAGE PER ARCHITECT'S PLANS. FLARE GUTTER AT BOTTOM M - _, _ r _ A DESIGN ELEVATION 300 CID CONSTRUCT 6" CURB AND GUTTER PER DETAIL Ci 8 OF CURB RAMPS. GUTTER SHALL BE 64a MAX. SLOPE IN ANY DIRECTION. CONSTRUCT 4" TAIL CONCRETE OE1R8 PER DETAIL 0813 .� M, EXISTING GROUND CONTOUR TC- TOP OF CURB ACCESSIBLE PARKING SPACE AND LOADING AISLE SHALL NOT EXCEED 29 MAX. . o`-' EXISTING RIGHT-OF-WAY FL= FLOWLINE ? CONSTRUCT 6" TALL CONCRETE CURB PER DETAIL TRANSITION CURB HEIGHT FROM 12" TO 5" A5 SHOWN. j5,. EXISTING ELEVATION C1,1 SLOPE IN ANY DIRECTION. x ,.1c -- PROPOSED STORM GRAIN MAIN AC= TOP OF ASPHALT Q CONSTRUCT 4' NIDE V -GUTTER PER DETAIL CD CONSTRUCT CONCRETE TROUGH PER DETAIL £ CONSTRUCT 17." TALL CONCRETE CURB PER DETAIL Cy3 0.220% DESIGN GRADE- EXIS9NO STORM DRAIN MAIN FS= FINISHED SURFACE 3 CONSTRUCT TRASH ENCLOSURE WITH CONCRETE APRON PER ARCHITECT'S PROPOSED LANDSCAPED AREA, SEE ARCHITECT'S PLANS, GRADE TO GRAIN (TYP). NOTES GORIJ PROPOSED STORM DRAIN MANHOLE �..-tZ,`K� EXISTING POKER POLE &DOWN GUY k'G= FINISHED GROUND 1. PROPOSED WATER AND SEWER LINES ARE SHOWN FOR REFERENCE ONLY, SEE GB= GRADE BREAK D ➢ / F PROPOSED STORM DRAIN CATCH BAS6N PLANS 14 SEWER AND WATER PLANS FOR EXACT LOCAT,OhS, 1 F PROPOSED BLOCK WALL BY SEPARATE PERMIT NOTA PART P AI ' {� E P R OF THESE LANE _ VS S_E PLANS FOR DETAILS .AND DIMENSIONS i HP=� HIGH POINT CONSTRUCT -- F i „ N K Oi STRUCT 4" THICK CONCRETE WALK AND/OR FLAT WORK PER c 2. WARP CONCRETE TO CALIFORNIA PUBLIC ACCESSIBILITY STANDARDS TO WATCH EXISTING STORM DRAIN MANHOLE } 71 CONSTRUCT 90' 1VfDf V -GUTTER PER DETAIL ---- ARCHITECT'S PLAN. WALKS SHA,LI 6E 4' WIDE MIN. UNLESS OTHERWISE Ci.B FINISHED FLOOR AT ALL BUILDING ACCESS OPENINGS. TOG= TOP OF GRATE El PROPOSED DRAIN GRATE (SEE STORM DRAIN PLAYS} SPECIFIED ON THIS PLAN OR ARCHITECT'S PLAN 12 CONSTRUCT 4" THICK CONCRETE FOR BIKE RACK, SLOPE SHALL NOT EXCEED 27 7 " FF- FINISHED FLOOR € +yer4 714 IN ANY DIRECTION. 3. ADD 300.00' O ALL DESIGN ELEVATIONS. {y, VtTttty, t K4 ARCHITECT'S 4. ALL EXISTING FEATURES ARE HALF -TONED. FP= FINISHED PAD 13 CONSTRUCT 6' WIDE SIDEWALK PER C.O.B. STD. DOW. ST -6. CONTRACTOR SHALL OBTAIN STREET PERMIT FROM PUBLIC WORKS PRIOR TO CONSTRUCTION. 5. SEE ARCHITECT'S PLANS FOR ALL DIMENSIONS NOT SHOWN Lij Agq cWir�n {dl M 0 vt w m O � 4�� Qrt0.ASp QfJ� a�� V .X %i wo��u�src ed '6 iE=Q2 wo � M3 "osm W .m &w$ 4. E� cR azaFL C�wseg.g� IN �'llU +�WZ Qz(z?W O 5.IGO` wPda. m-N6�wo�Wz�"AlgyyOw4.i f4�504 48 5 0D.`zVzL'¢fn22F4m3o r -.�M 7q04 e 8 ui Lu Wl 1 M,, i r v+ r X t. I Q I O SA21! O ' r IQj f / kfkf O {AL1[ _ CL Q. BATE 121412019 PA JOB No. 31 Ula SHEET Y _r \0 Tcl E SCALE: I".10 4 5 so 20 � OF 21 SHEETS STOCKDALE HIGHWAY _/TPROPOSED V MIN AG PAVING AARJES SHALLOW SUMP "A" CAPACITY -1,088 C.F. TOP/HWM/G6=351.00 BOTTOM=349.60 SIDE MOVE: 4:1 MAX V. REDID. C.F. MAX. WATER DEPTH SHALLOW SUMP °B' CAPACI'i-355 C.F. TOP/HWM/GB-351.D0 BOTTOM -350.00 SIDE SLOPE: 4:1 MAX V. RI C.E. m 6' WIDE SIDEWALK (�]:) TYPICAL SECTION \G LT, NTS SHALLOW SUMP "C" CAPACITY -3,505 C,F. RApTFWM/GB=3OT00 3017010=349.50 MET SLOPE: 2:1 MAX V. REQ*D.=3,062 C.F. S, LANDSCAPED AREA AY HIS SHALLOW SUMP "D" CAPI C.F. TO-/HWM/GB-351O0 BOTTOM=349.60 SIDE SLOPE: 4:1 MAX V. SEMI C.F. EXISTING AC PAONG PROPOSED AC PANNE -SAKES SIV"' DALE HIGHWAY PROPOSED EDGE OF PAVEMENT PER PM ASTIN 12052-2 STREET IMPROVEMENT PLANS TPF -_I �7 3-1,7� I - _EF _-R ��v Y�0 51.20 END A6 Y,�5� GBAYWXL 7�m -7 SHALL W SUMP 'V I _ - 17 11 - ��, - — 14tY --S7 -APPROXIMATE DAYLIGHT 1 Yrf XE/HGN AATEIR MARK _1GE/HWM_ __J Y F` L.2' BENCH SHALLOW S NIFs If EXISTING 15' WATER MAIN ' 51.6 0 A _'Ro 4 61 �166_, A 4� DETAIL L_; _J _\_�1 1 0% 4 �T, 11 , I si Q 4 1-7/ "A' 52.0 FS -HP 54.5 CONTRACTOR SHALL CALL U.S.A. & POTHOLE ALL EXISTING UTIL TIES, WHETHER SHOWN OR NOT, PRIOR TO CONSTRUCTION. CONTRACTOR SHALL OBTAIN A STREET PERMIT FOR ALL WORK WITHIN CITY R/W AND CITY FUTURE FREEWAY INTERCHANGE PROPERTY. C9\ - - - - - - --- - - A! V I F J TYPICAL SECTION \CLly RITE -N- -rH SCRFLE: 1-z==20' 0 10 20 40 EXISTING AC DIKE 752 91 N -,,I AC 311,tE bl�111 DF 3 S -REE, L INT NOTE "A" I CONTRACTOR SHALL LAMENT, �I­'4V A REMOVE AND DISPOSE OF PROPERLY EXISTING AC PAVING. E .. z 89 sm =B -._B 6 0 mo ;amgoo�Ra& W z E 7 12 1- F- -b 'Ed C? < 0, NIS ED 0 0 o .�d,o Qii-g LL cn JX < ED ON N LU t aj, LLI cl 05 C? FIB- ,WE;7cw. - - 20- DIE w NO 0 CN CkNW2 Z> ec 0 , za EVE. P IL , m n Tsa w la , 18 T�AFF f EXG'ING AC RISE RR E,'TOP e,I.LV A" -A 3L. ST -E-- IGAT - AC 701) - -------- L G AC DIKE -1 A 11-L �71X, �SEE NOTE "A' ABOVE UrE DAI ON --- 7 E AopR0WI � �295' EX AC Iz�� t EXISTING PAVEMENT WiI + - Y, 4�_ + "c" SDALLQW SUMP IRS B EX" AC IMF IIIF -4 ED r�A� 0, "C" 0 - ? P 'd 11L UAS tHLD5W SNP B _ Z z 0.5 % CITY OF BAKERSFIELD PROPERTY- MArKP FOR FUTURE FREEWAY INTERCHANGE APPROXIMATE DAYLIGHT LINE L ------ - IN-- 1 ---- -- \51 50 1 XISTING 16* WATER MAIN ce loumi 51 .) I, TO '211 54.3 71 < v -21 b4.1 53. ,WEER To 51,7 VIM 53.3 D, "? T.C. T TOLD. J L_� - a�-, 10 IIN I COD SIDEWALK - SHALLbW BASIN PLAN 1 _IZ ------------ ------- I ­- ----------- -------------------- ---------- 2 ------------- ------------- 'C' 2 00 z ,°s?./r., Lm !n I W > 'A 3,1 n 7, V, V (D 0 cr- YY 5, 2 z YY �"X A z Z F_ co z w < _7 Ir 0 �, x r � 1� I I "') W - Y� S� T, 10' CONCRETE APRON _7 I I I 1� - I I fY CONCREIE APR <: u LL _0 1 _'07 VA", 0,50% MINI ff'% IJ x 51IJ% W N 0_ MSIR o-, x" iGCOI APRON 6 To' W I II \-C2 T, - - - - - ------ - - - - - - - - - - - - - - - - - - - - - - Y"T"Y AREA DETAIL "I SCALE: VI --------------------------------- rF",,AREA DETAIL S'1.1 SCALE: 4 ---__-----`__-__------_T-----__-__-- - AREA DETAIL SCALE ; 1`-5' ---------------------------------- IKEYL,� Y, VV UI N 000 Ykx Fc I .10* CONCRETE @PROM IVVI LY - s C2 L - - - - - - - - - - - - rG­`AREA DETAIL KEY SCALE -:5' LJJ 4 06 W z 0% MNmz IN:% I!AX `Y IIIAX Z �,r A/ eI 00% YAX "Z 4 cn CONCRIT A ON — Y 7 —__--T6rCQNCRETE APRON n.' 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PROPOSED WAY R AND SEWER LINES AR= SHOWN FOR REFERENCE ONLY, SEE CONSTRUCT 4- THICK CONCRETE WALK ANDYGR FLAT WORK PER SEWER AND WATER PLANS FOR EXACT LOCATIONS.ARCHITECT'S PLAN, WALKS SHALL BE 4' WIDE WIN. UNLESS OTHERWISE IT, S 7" SPECIFIED ON THIS PLAN OR ARCHITECT'S PLAN, 6' MIN AT PARKING, 2. WARD CONCRETE TO CALIFORNIA PUBLIC ACCPSSNGUTY STANDARDS TO MATCH CONSTRUCT ACCESSIBILITY FEATURES, ACCESSIBLE CURB RAMP, TRUNCATED FINISHED FLOOR AT ALL BUILDING ACCESS OPENINGS. DOMES, STRIPING & SIGNAGE PER ARCHITECT'S PLAN& F; ARE GUTTER AT BOTTOM 3. ADD 300.00' TO ALL DESIGN ELEVATIONS. OF CURB RAMPS. GOITER SHA:.L BE 5% MAX, SLOPE IN ANY DIRECTION. 4� ALL EXIST NG FEATURES ARE HALF -TONED. ACCESSIBLE PARKING SPACE AND LOADING AISLE SHALL NOT EXCEED 27. MAX. 5, SEE ARCHIIECTS PLANS FOR ALL DIMENSIONS NOT SHOWN SLOPE IN ANY DIRECTION. CONSTRUCT CONCRETE TROUGH PER DETAIL C9 PROPOSED LANDSCAPED AREA, SEE ARCHITECT"; PLANS, GRADE TO DRAIN (TYR), D 11) �11 IIIY� IT 1.C— �� 1! -7/ (M PROPOSED BLOCK WALL BY SEPARATE PERMIT (NOT A PART OF THESE PLANS) coNsrRuCT 10' WIDE VI. PER RETAIL GKI 44 i 12 CONSTRUCT 4" THICK CONCRETE FOR BIKE RACK. SLOPE SI NOT EXCEED 27. IN ANY DIRECTION. 10* CONCRETEA N — 13CONSTRUCr 6' RARE SIDEWALK PER CC.9. STD. DWC. ST -6. CONTRACTOR Y W SHALL OBTAIN STREET PERMIT PROM PUBLIC WORKS PRIOR TO CONSTRUCTION. ABBREY-1 ARQ14 S LEGEND TC;F TOP OF CURB F1..= FLOWL14E DESIGN ELEVATION (300) - EXISTING GROUND CONTOUR AC= TOP OF ASPHALT RIGHT Vg; EXISTING -OF -WAY ATE 12/412019 EXISTING ELEVATION E. LES 3 00] ZZ2 FS= FINISHED SURFACE RA B No. 100 PROPOSED STORM DRAIN MAIN FG= FINISHED GROUND / TY, CUCIZ M2 DESIGN GRADE EXISTING STORM DRAIN MAIN GIE= USAGE BREAK m SHEET 0 OR :EJ PROPOSED STORM DRAIN MANHOLE EXISTING POWER POLE IS DOWN GUY HFI HIGH POINT E C A,— PROPOSED STORM DRAIN CATCH BASIN TOG= TOP OF GRATE / - — — — — — — — — (D EXISTING STORM DRAIN MANHOLE FF= HNISHED FLOOR &HAREA DETAIL 1610 I - EE] PROPOSED DRAIN GRATE (SEE STORM DRAIN PLANS) FP= FINISHED PAD S sc -i;= 57" CALE: OF 21 SHEETS 2- ur 1 IT, Tk 'r _\_�1 1 0% 4 �T, 11 , I si Q 4 1-7/ "A' 52.0 FS -HP 54.5 CONTRACTOR SHALL CALL U.S.A. & POTHOLE ALL EXISTING UTIL TIES, WHETHER SHOWN OR NOT, PRIOR TO CONSTRUCTION. CONTRACTOR SHALL OBTAIN A STREET PERMIT FOR ALL WORK WITHIN CITY R/W AND CITY FUTURE FREEWAY INTERCHANGE PROPERTY. C9\ - - - - - - --- - - A! V I F J TYPICAL SECTION \CLly RITE -N- -rH SCRFLE: 1-z==20' 0 10 20 40 EXISTING AC DIKE 752 91 N -,,I AC 311,tE bl�111 DF 3 S -REE, L INT NOTE "A" I CONTRACTOR SHALL LAMENT, �I­'4V A REMOVE AND DISPOSE OF PROPERLY EXISTING AC PAVING. E .. z 89 sm =B -._B 6 0 mo ;amgoo�Ra& W z E 7 12 1- F- -b 'Ed C? < 0, NIS ED 0 0 o .�d,o Qii-g LL cn JX < ED ON N LU t aj, LLI cl 05 C? FIB- ,WE;7cw. - - 20- DIE w NO 0 CN CkNW2 Z> ec 0 , za EVE. P IL , m n Tsa w la , 18 T�AFF f EXG'ING AC RISE RR E,'TOP e,I.LV A" -A 3L. ST -E-- IGAT - AC 701) - -------- L G AC DIKE -1 A 11-L �71X, �SEE NOTE "A' ABOVE UrE DAI ON --- 7 E AopR0WI � �295' EX AC Iz�� t EXISTING PAVEMENT WiI + - Y, 4�_ + "c" SDALLQW SUMP IRS B EX" AC IMF IIIF -4 ED r�A� 0, "C" 0 - ? P 'd 11L UAS tHLD5W SNP B _ Z z 0.5 % CITY OF BAKERSFIELD PROPERTY- MArKP FOR FUTURE FREEWAY INTERCHANGE APPROXIMATE DAYLIGHT LINE L ------ - IN-- 1 ---- -- \51 50 1 XISTING 16* WATER MAIN ce loumi 51 .) I, TO '211 54.3 71 < v -21 b4.1 53. ,WEER To 51,7 VIM 53.3 D, "? T.C. T TOLD. J L_� - a�-, 10 IIN I COD SIDEWALK - SHALLbW BASIN PLAN 1 _IZ ------------ ------- I ­- ----------- -------------------- ---------- 2 ------------- ------------- 'C' 2 00 z ,°s?./r., Lm !n I W > 'A 3,1 n 7, V, V (D 0 cr- YY 5, 2 z YY �"X A z Z F_ co z w < _7 Ir 0 �, x r � 1� I I "') W - Y� S� T, 10' CONCRETE APRON _7 I I I 1� - I I fY CONCREIE APR <: u LL _0 1 _'07 VA", 0,50% MINI ff'% IJ x 51IJ% W N 0_ MSIR o-, x" iGCOI APRON 6 To' W I II \-C2 T, - - - - - ------ - - - - - - - - - - - - - - - - - - - - - - Y"T"Y AREA DETAIL "I SCALE: VI --------------------------------- rF",,AREA DETAIL S'1.1 SCALE: 4 ---__-----`__-__------_T-----__-__-- - AREA DETAIL SCALE ; 1`-5' ---------------------------------- IKEYL,� Y, VV UI N 000 Ykx Fc I .10* CONCRETE @PROM IVVI LY - s C2 L - - - - - - - - - - - - rG­`AREA DETAIL KEY SCALE -:5' LJJ 4 06 W z 0% MNmz IN:% I!AX `Y IIIAX Z �,r A/ eI 00% YAX "Z 4 cn CONCRIT A ON — Y 7 —__--T6rCQNCRETE APRON n.' Lu V F 2- 'IFK U) -F 41t, C 14 A, V L \-C2D A — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ,T�C AREA DETAIL I Yll�. IT RQ_1y : I IT �D AREA DETAIL ------ - -SCALEV - - - - - ®---® 7 - - - - - - - - - - - - - - - - - - - - - - - SCALE "=5' - - - - - - - - - - - - - - - - - - - - - - ®®®®®®®---r E AREA DETAIL 9I GRADING QQNSIRUCIMN NQIES �-1 SCALE: I -=I CD CONSTRUCT 6" CURB AND GUTTER PER DETAIL CD TRANSITION CURB HEIGHT FROM 4' TO 6' AS SHOWN. 6 15 CONSTRUCT 4!' TALL CONCRETE CURB PER DETAIL CONSTRUCT 6' TALL CONCRETE CURB PER DETAIL CONSTRUCT 4' CADE V -GUTTER PER DETAIL TRANSITION CURB HEIGHT FROM 12" TO 6" AS SHOWN, T-1CONSTRUCT 12" TALL CONCRETE CURB PER DETAIL CONSTRUCT TRASH ENCLOSURE WITH CONCRETE APRON PER ARCHITECT'S PLANS (SEE PLANS FOR DETAILS AND DIMENSIONS) NOTES: 1. PROPOSED WAY R AND SEWER LINES AR= SHOWN FOR REFERENCE ONLY, SEE CONSTRUCT 4- THICK CONCRETE WALK ANDYGR FLAT WORK PER SEWER AND WATER PLANS FOR EXACT LOCATIONS.ARCHITECT'S PLAN, WALKS SHALL BE 4' WIDE WIN. UNLESS OTHERWISE IT, S 7" SPECIFIED ON THIS PLAN OR ARCHITECT'S PLAN, 6' MIN AT PARKING, 2. WARD CONCRETE TO CALIFORNIA PUBLIC ACCPSSNGUTY STANDARDS TO MATCH CONSTRUCT ACCESSIBILITY FEATURES, ACCESSIBLE CURB RAMP, TRUNCATED FINISHED FLOOR AT ALL BUILDING ACCESS OPENINGS. DOMES, STRIPING & SIGNAGE PER ARCHITECT'S PLAN& F; ARE GUTTER AT BOTTOM 3. ADD 300.00' TO ALL DESIGN ELEVATIONS. OF CURB RAMPS. GOITER SHA:.L BE 5% MAX, SLOPE IN ANY DIRECTION. 4� ALL EXIST NG FEATURES ARE HALF -TONED. ACCESSIBLE PARKING SPACE AND LOADING AISLE SHALL NOT EXCEED 27. MAX. 5, SEE ARCHIIECTS PLANS FOR ALL DIMENSIONS NOT SHOWN SLOPE IN ANY DIRECTION. CONSTRUCT CONCRETE TROUGH PER DETAIL C9 PROPOSED LANDSCAPED AREA, SEE ARCHITECT"; PLANS, GRADE TO DRAIN (TYR), D 11) �11 IIIY� IT 1.C— �� 1! -7/ (M PROPOSED BLOCK WALL BY SEPARATE PERMIT (NOT A PART OF THESE PLANS) coNsrRuCT 10' WIDE VI. PER RETAIL GKI 44 i 12 CONSTRUCT 4" THICK CONCRETE FOR BIKE RACK. SLOPE SI NOT EXCEED 27. IN ANY DIRECTION. 10* CONCRETEA N — 13CONSTRUCr 6' RARE SIDEWALK PER CC.9. STD. DWC. ST -6. CONTRACTOR Y W SHALL OBTAIN STREET PERMIT PROM PUBLIC WORKS PRIOR TO CONSTRUCTION. ABBREY-1 ARQ14 S LEGEND TC;F TOP OF CURB F1..= FLOWL14E DESIGN ELEVATION (300) - EXISTING GROUND CONTOUR AC= TOP OF ASPHALT RIGHT Vg; EXISTING -OF -WAY ATE 12/412019 EXISTING ELEVATION E. LES 3 00] ZZ2 FS= FINISHED SURFACE RA B No. 100 PROPOSED STORM DRAIN MAIN FG= FINISHED GROUND / TY, CUCIZ M2 DESIGN GRADE EXISTING STORM DRAIN MAIN GIE= USAGE BREAK m SHEET 0 OR :EJ PROPOSED STORM DRAIN MANHOLE EXISTING POWER POLE IS DOWN GUY HFI HIGH POINT E C A,— PROPOSED STORM DRAIN CATCH BASIN TOG= TOP OF GRATE / - — — — — — — — — (D EXISTING STORM DRAIN MANHOLE FF= HNISHED FLOOR &HAREA DETAIL 1610 I - EE] PROPOSED DRAIN GRATE (SEE STORM DRAIN PLANS) FP= FINISHED PAD S sc -i;= 57" CALE: OF 21 SHEETS 2- ur 17 ? I \ 1 I I \ i,r I } i ? I 1 � 1 ? i i t ! 1 ( r l t 1 ff 1 n, i i 1 ya.aa T o ! 1 1 a G IF a9.To N ' SEJ DETAIL E i !? t?1� i\\\A1 1 a x�` { f L Q-!--350 NO S So Lj 1 at Ccf i 0 I ! i 7 q ( U` ( jj Of 18' Typ ¢ f t I 26' i 7 f 1 l 3 j - ,-fin CI _ tt rn r } �2 Y r "OR ' (j+ IN �w if j e I WR P ftj O t i I 7 - two _ If I 1A ? !� ;' la t 1 + , Ii' i r 1 + TIM INS 44 �. 4 ��x vim✓ r IEL SHEET C1.8 A�IAII€AII�I�I' 'I�+I;II` r f �\ 7% �. MIN BUILDING B FF=50.80 t9, S\\ A�$ m m xe,G Off' COi.z USO 6f 4(i m 3i Nam.n� �O e�ED 3 ®ir,� OF9�}9I. PON: o v L!a I Y jpU ZTfnK lT6 W NO Moow W g7 -c0 FG^^oz7 _ tS m 1 q FS Lu t61 N BUILDING A "` \ ®Mg�=Uo@R F— �u w o FF=50.80 fl�����aLL o / `*" 03 �} —. -- w 52 }_ IVzA f8p�a� \\ ` C w \ I FG \ fG \ n w GO a J A Ir w ya \ 5p 4 rtrN i A .�" ti�P g1 FG ; 1:w 2 N$P4 0" \ I I co CH) �� I (10 / 7.N \v 6 // MIN FFG @ FG O NLL / C j" co z cNj W CL 06 1 ui U) iIiiiij � p� <! / • . " t!} <�,• w co 11 -"'1 1 26, �— I a.6 � �' - AKIN ' 41 \ L 1 II 1 G I1 \ \ 9•a 1% G. . G ����"'` ��������-^ •a. q _ 1 . - _-1T_ _l_ 7 1. ! GRADING CONSTRUCM-I a) CONSTRUCT ACCESSIBILITY FEATURES, ACCESSIBLE CURB RAMP, TRUNCATED 14 TRANSITION CURB HEIGHT FROM 4" TO S" AS SHOWN. ABBREVIATIONS DOMES, STRIPING & SIGNAGE PER ARCHITECT'S PLANS, FLARE GUTTER AT BOTTOM CD CONSTRUCT B" CURB AND GUTTER PER DETAIL Aj OF CURB RAMPS. GUTTER SHALL BE 5% MAX. SLOPE IN ANY DIRECTION. '15 CONSTRUCT 4" TALL CONCRETE CURB PER DETAIL � DESIGN ELEVATION ®;300}-- -- T-XISTING GROUND CONTOUR TC= TOP OF CURB 7 ACCESSIBLE PARKING SPACE AND LCADING AISLE SHALL NOT EXCEED 2% MAX. rg EXISTING RIGHT--OF-WAY FL= FLOWLINE 2 CONSTRUCT 6" TALL CONCRETE CURB PER DETAIL B { 18 TRANSITION CURB HEIGHT FROM F2" TO S" A5 SHOWN. 3n EXISTING ELEVATION t.t SLOPE IN ANY DIRECTION. x c.,c -— PROPOSED STORM DRAIN MAIN AC= TOP OF ASPHALT CONSTRUCT 4' WIDE V -GUTTER PER DETAIL ) CONSTRUCT CONCRETE TROUGH PER DETAIL CE CONSTRUCT 12" TALL CONCRETE CURB PER DETAIL S 0.2Gs^" DESIGN GRADE — _ = EXISTING STORM DRAIN MAIN FS= FINISHED SURFACE (9 PROPOSED LANDSCAPED AREA, SEE ARCHITECT'S PLANS, GRADE TO DRAIN(TYP) EXISTING POWER POLE DOWN GUY , NOTES: OOR[M PROPOSED STORM DRAIN MANHOLE G.._. FG= FINISHED GROUND CONSTRUCT TRASH ENCLOSURE WITH CONCRETE APRON PER ARCHITECT'S i. PROPOSED WATER AND SEWER LINES ARE SHOWN FOR REFERENCE ONLY, SEE '-�'> & .. GB= GRADE BREAK PLANS (SEE PLANS FOR DETAILS AND DIMENSIONS` PROPOSED BLOCK WALL BY SEPARATEPRATE PERMIWCN 7 APART OF THES=PEN5) SEWER AVD WATER PLANS FOR EXACT LOCATIONS. PROPOSED STORM DRAIN CATCH. BASIN HP= HIGH POINT K CONSTRUCT 4" THICK CONCRETE WALK AND/OR LLAT WORK PER 2. WARP CONCRETE TO CALIFORNIA PUBLIC ACCESSIBILITY STANDARDS TO MATCH EXISTING STORM DRAIN MANHOLE O 11 CONSTRUCT 10° INTOE V -GUTTER PER DETAIL ARCHITECTS PLAN. WALKS SHALL BE 4' WIDE MIN. UNLESS OTHERWISE Ct., FINISHED FLOOR AT ALL BUILDING ACCESS OPENINGS. TANQ M TG Ni TOG= TOP OF GRATE PROPOSED DRAIN GRATE (SEE STORM DRAIN FLANS) - SPECIFIED ON THIS PLAN OR ARCHITECT'S PLAN 0' CONSTRUCT 4" THICK CONCRETE FOR BIKE RACK, ROPE SHALL NOT EXCEED 27- FF= FINISHED FLOOR {u' yq�(� IN ANY DIRECTION. 3. ADD 300.00' TO ALL DESIGN ELEVATIONS, i�lJv. AT 4'+t-IMa\;y Q CONSTRUCT S' WIDE SIDEWALK PER C.O.B. STD. DING. ST -6. CONTRACTOR 4. ALL EXISTING FEATURES ARE HALF -TONED, FP= FINISHED PAD SHALL OBTAIN STREET PERMIT FROM PUBLIC WORKS PRIOR TO CONSTRUCTION. 5. SEE ARCHITECT'S PLANS FOR ALL DIMENSIONS NOT SHOWN 7.29 / y FS j ' �Qu m N c z q m _ = a DATE 127412019TH P , No, 8100 SHEET a 2 c "c SCALE: 1 "==1 t3` 0 5 10 20 OF 21 SHEETS I M�p m 9 A o 50.57 Tc �i7GS 2 C NEI 55.48 2 AC TO c C I, X4 S FO -4- let 'V\ \\AVA \ t&vS .7 F GG 99, T(L-2D A Bp 5 j J" j 511 FG - R j 0 O 9 Q4) cp SEE DETAIL > vtuAD v k % CO YN" 0 V, < A4 Yk- >1 ✓4'& 4 WOO SCALE: 1-='10' 0 5 10 20 'S� I%- lk+ IF Ike 48. 0 53 Iz F- uj w CO co 48 uj 4815 m < w > ui U) (DWOR <9 (3) Z ca -0 z w < > -------------------------------------------------------------------------- ow 0- 06u) T --ST-OC-KDALE- HfGHWAY (D c U) PROPOSED EDGE OF PAVEMENT PER PM (D 12062-2 STREET IMPROVEMENT PLANS :> PROPOSED EDGE OF PAVEMENT PER PH W c, 15)-R V, 12052-2 STREET IMPROVEMENT PLANS -'A R, 1 0 EXISTING GAS RISER TEST STATION GAS cn GAS - - GRADE TO DRAIN V, 51.25 A GRADE TO GRAIN v- �T--LX— ---------- v-- IT - - - - - - - -SHALLOW- -s w " - _....--L__. - - Si.72 $1.12 D" FL SEE SHEET C1.20 FOR FLALLOW SUMP "A' BOTTOM ELF,/=350,50 PAVING SECTION BOTTOM ELEV=350.50 L-_,--__ - - - - - - - - - - - - - - - - - -1 IIS (i 1 L---® - - - -------- - - - 1 --- T Lu /—FS uj 51.62 3 1 \ 51.08 CONS"IRM v M�m -.-ES CONCRETE SIDEWALK t $ 1,78 5f.72 T�' AC FS AC PER QTY STANDARDS. A uj =1 -6b-- I I I PHE:ur uj U) < to SEE SHEET 01.20 FOJ IX PAVING SECTION $ C5 fA Loa A RIDGE /-T-O - — — — — — — — — — — — — — — — — — — — SEE SHEET C1.3 ----------------------------- ------------------------ �A FIRE DEPARTMENT EMERGENCY ACCESS DETAIL 8 RY SCALE: l' -IG' C GRADING CONSTRUCTION NO Q IES CD CONSTRUCT ACCESSKSUTY FEATURES, ACCESSIBLE CURB RAMP, TRUNCATED TRANSITION CURB HEIGHT FROM 4' TO 6' AS SHOWN. CD CONSTRUCT 6" CURB AND GUTTER PER DETAIL a ( DOMES, STRIPING & SIGNAGE PER ARCHITECTS PLANS. FLARE GUTTER AT BOTTOM OF CURB RAMPS. GUTTER SHALL BE 5% MAX. SLOPE IN ANY DIRECTION. CONSTRUCT 4' TALL CONCRETE CURB PER DETAIL a SIM, - CONSTRUCT 6" TALL CONCRETE CURB PER DETAIL DESIGN ELEVATOR ACCESSIBLE PARKING SPACE AND LOADING AISLE SHALL NOT EXCEED 2% MAX. TRANSITION CURB HEIGHT FROM 12" TO 6' AS SHOWN, TC= 091 CONSTRUCT 4' WIDE V -GUTTER PER DETAIL SLOPE IN ANY DIRECTION. CONSTRUCT CONCRETE TROUGH PER DETAIL C C6 LLj NOTES: CONSTRUCT TRASH ENCLOSURE WITH CONCRETE APRON PER ARCHITECT'S W t PROPOSED WATER AND SEWER LINES ARE SHOWN FOR REFERENCE ONLY, SEE PLANS (SEE PLANS FOR DETAILS AND DIMENSIONS) PROPOSED BLOCK WALL BY SEPARATE PERMIT (NOT A PART OF THESE PLANS) SEWER AND WATER PLANS FOR EXACT LOCATIONS. C) CONSTRUCT 4- THICK CONCRETE WALK AND/OR FLAT WORK PER (ID CONSTRUCT 10' AIDE V -GUTTER PER DETAIL (& Z WARP CONCRETE TO CALrr ORNIA PUBLIC ACCESSIBILITY STANDARDS TO MATCH FLOVALINE ARCHITECT'S PLAN. WALKS SHALL BE 4' WIDE MIK UNLESS OTHERWISE cj) 3 1 SPECIFIED ON THIS PLAN OR ARCHITECT'S PLAN < x AN 'm cq Go 06 DO VV H=tt i5 n N CONSTRUCT 6' WIDE SIDEWALK PER C.G.B. STD. DWG. ST -6. CONTRACTOR LLj ON cl FIG SHALL OBTAIN STREET PERMIT FROM PUBLIC WORKS PRIOR TO CONSTRUCTION. 5. SEE ARCHITECT'S PLANS FOR ALL DIMENSIONS NOT SHOWN 0 N 8 0.20% DESIGN GRADE EXISTING STORM DRAIN MAIN FS= M. M80 1118MS 1 2 12/4/2019 0) OR fill PROPOSED STORM DRAIN MANHOLEEXISTING POWER POLE & DOWN GUY FG= FINISHED GROUND IF Ike 48. 0 53 Iz F- uj w CO co 48 uj 4815 m < w > ui U) (DWOR <9 (3) Z ca -0 z w < > -------------------------------------------------------------------------- ow 0- 06u) T --ST-OC-KDALE- HfGHWAY (D c U) PROPOSED EDGE OF PAVEMENT PER PM (D 12062-2 STREET IMPROVEMENT PLANS :> PROPOSED EDGE OF PAVEMENT PER PH W c, 15)-R V, 12052-2 STREET IMPROVEMENT PLANS -'A R, 1 0 EXISTING GAS RISER TEST STATION GAS cn GAS - - GRADE TO DRAIN V, 51.25 A GRADE TO GRAIN v- �T--LX— ---------- v-- IT - - - - - - - -SHALLOW- -s w " - _....--L__. - - Si.72 $1.12 D" FL SEE SHEET C1.20 FOR FLALLOW SUMP "A' BOTTOM ELF,/=350,50 PAVING SECTION BOTTOM ELEV=350.50 L-_,--__ - - - - - - - - - - - - - - - - - -1 IIS (i 1 L---® - - - -------- - - - 1 --- T Lu /—FS uj 51.62 3 1 \ 51.08 CONS"IRM v M�m -.-ES CONCRETE SIDEWALK t $ 1,78 5f.72 T�' AC FS AC PER QTY STANDARDS. A uj =1 -6b-- I I I PHE:ur uj U) < to SEE SHEET 01.20 FOJ IX PAVING SECTION $ C5 fA Loa A RIDGE /-T-O - — — — — — — — — — — — — — — — — — — — SEE SHEET C1.3 ----------------------------- ------------------------ �A FIRE DEPARTMENT EMERGENCY ACCESS DETAIL 8 RY SCALE: l' -IG' C GRADING CONSTRUCTION NO Q IES CD CONSTRUCT ACCESSKSUTY FEATURES, ACCESSIBLE CURB RAMP, TRUNCATED TRANSITION CURB HEIGHT FROM 4' TO 6' AS SHOWN. CD CONSTRUCT 6" CURB AND GUTTER PER DETAIL a ( DOMES, STRIPING & SIGNAGE PER ARCHITECTS PLANS. FLARE GUTTER AT BOTTOM OF CURB RAMPS. GUTTER SHALL BE 5% MAX. SLOPE IN ANY DIRECTION. CONSTRUCT 4' TALL CONCRETE CURB PER DETAIL a - CONSTRUCT 6" TALL CONCRETE CURB PER DETAIL DESIGN ELEVATOR ACCESSIBLE PARKING SPACE AND LOADING AISLE SHALL NOT EXCEED 2% MAX. TRANSITION CURB HEIGHT FROM 12" TO 6' AS SHOWN, TC= 091 CONSTRUCT 4' WIDE V -GUTTER PER DETAIL SLOPE IN ANY DIRECTION. CONSTRUCT CONCRETE TROUGH PER DETAIL C {7CONSTRUCT 12" TALL CONCRETE CURB PER DETAIL1.13 GA, PROPOSED LANDSCAPED AREA, SEE ARCHITECT'S PLANS, GRADE TO DRAIN (TYP). NOTES: CONSTRUCT TRASH ENCLOSURE WITH CONCRETE APRON PER ARCHITECT'S t PROPOSED WATER AND SEWER LINES ARE SHOWN FOR REFERENCE ONLY, SEE PLANS (SEE PLANS FOR DETAILS AND DIMENSIONS) PROPOSED BLOCK WALL BY SEPARATE PERMIT (NOT A PART OF THESE PLANS) SEWER AND WATER PLANS FOR EXACT LOCATIONS. CONSTRUCT 4- THICK CONCRETE WALK AND/OR FLAT WORK PER (ID CONSTRUCT 10' AIDE V -GUTTER PER DETAIL (& Z WARP CONCRETE TO CALrr ORNIA PUBLIC ACCESSIBILITY STANDARDS TO MATCH FLOVALINE ARCHITECT'S PLAN. WALKS SHALL BE 4' WIDE MIK UNLESS OTHERWISE FINISHED FLOOR AT ALL BUILDING ACCESS OPENINGS. SPECIFIED ON THIS PLAN OR ARCHITECT'S PLAN CONSTRUCT 4" THICK CONCRETE FOR BIKE RACK. SLOPE SHALL NOT EXCEED 2% 3. ADD 30400' TO ALL DESIGN ELEVATIONS. ei SAIYI� Al I PDCWHNN IN ANY DIRECTION. 13 CONSTRUCT 6' WIDE SIDEWALK PER C.G.B. STD. DWG. ST -6. CONTRACTOR 4. ALL EXISTING FEATURES ARE HALF --TONED. PROPOSED STORM DRAIN MAIN SHALL OBTAIN STREET PERMIT FROM PUBLIC WORKS PRIOR TO CONSTRUCTION. 5. SEE ARCHITECT'S PLANS FOR ALL DIMENSIONS NOT SHOWN LEGEND ABMEAA—TIONS DESIGN ELEVATOR - -13CO)- - EXISTING GROUND CONTOUR TC= TOP OF CURB EXISTING RIGHT-OF-WAY FL= FLOVALINE EXISTING ELEVATION �lc PROPOSED STORM DRAIN MAIN AC= TOP OF ASPHALT .2 0.20% DESIGN GRADE EXISTING STORM DRAIN MAIN FS= FINISHED SURFACE DATE 12/4/2019 0) OR fill PROPOSED STORM DRAIN MANHOLEEXISTING POWER POLE & DOWN GUY FG= FINISHED GROUND PA JOB No. 3100 PROPOSED STORM DRAIN CATCH BASIN GB= GRADE BREAK HP-- HIGH POINT SHEET EXISTING STORM DRAIN MANHOLE S PROPOSED DRAIN GRATE (SEE STORM DRAIN PLANS) TOG- TOP OF GRATE F FF= FINSS-iED FLOOR FP= FN[DEffD PAD HC1,12 JIL OF 21 SHEETS SEE DET,41L r e _2 f F a a r ro a t A 6v CURB AND GUTTER QLly NTS ST RIt 21' LANDSCAPED PARKWAY B' 15' STOC( DALE HIGHWAY I _ 2, 2. ASKS BE DETAIL. PROPOSED AC PAANG T}i, G 4' WIDE CONCRETE "V°` GUTTER 031.1 NTS NEW A.S. PAVEMENT CDNSEEE GUTTER AC PAVING TYPICAL AC/CONCRETE p INTERFACE DETAIL Ct.1 NTS -PROPOSED BLOCK WALL BY SEPARATE PERMIT (NOT A PART OF THESE PLANS) �- n EXlSTCNG IMPROVEMENTS PER APPROVED P.M. 12082-2 STREET PLANS ST PROPOSED BLOCK WALL BY SEPARATE PERMIT {ND's A PART OF THESE PLANS} �— 1Q TRANSITION CURB HEIGHT FROM 4" TO B" AS SHOWN Q RW ; { 4 41 2_ STOCKDALE HIGHWAY I I 1 ACCESSIBLE PARKING SPACE AND LOADING AISLE SHALL NOT EXCEED 2% MAX. I TRANSITION CURB HEIGHT FROM 12" TO 5" AS SHOWN. G, LANDSCAPED AREA CDNSTRUCT u LANDSCAPED AREA z 1GMIN N 10` MIN ;g C, Q) i r �\� 1 NATURAL k'1 I GROUND P 9Q PROPOSED LANDSCAPED AREA, SEE ARCHITECT'S PLANS, GRADE TO DRAIN (TYP)• NOTES' CD CONSTRUCT Y` �-EMSNNG GRADED SLOPE PER APPROVED STREET IMPROVEMENT PLANS WIDE COMBINATION SIDEWALK I"1TYPICAL SECTION SLly INTO M 4" TALL CONCRETE CURB G1.1 NTS 9 YPICAL SECTION Gt.1 NTS PAVING G" 24"....,..,_____.._ I B -1/2n '- " m 2+ e w 4 E CONCRETE TROUGH 037.13 NIS PROPOSED AC PAVING A ( U Q CONSTRUCT ACCESSIBILITYFEATURES, ACCESSIBLESSEBLECURB RAMP,P,TiUNCATED 1Q TRANSITION CURB HEIGHT FROM 4" TO B" AS SHOWN Q CONSTRUCT B' CURS AND GUTTER PER DETAIL 09 DOMES, STRIPING & SIGNAGE PER ARCHITECT'S PLANS. FLARE GUTTER AT BOT 0M OF CURB RAMPS. GUTTER SHALL BE 5% MAX. SLOPE IN ANY DIRECTION. M 1= CONSTRUCT 4" TALL CONCRETE CURB PER DETAIL. Gi.T Q2 C ACCESSIBLE PARKING SPACE AND LOADING AISLE SHALL NOT EXCEED 2% MAX. I TRANSITION CURB HEIGHT FROM 12" TO 5" AS SHOWN. CDNSTRUCT B'° TALL CONCRETE CURB PER DETACiL 031.1 SLOPE IN ANY DIRECTION. N CONSTRUCT V MADE V -GUTTER PER DETAIL Q) CONSTRUCT CONCRETE TROUGH PER DETAIL -1E 17 CONSTRUCT 12" TAU- CONCRETE CURB PER DETAIL 9Q PROPOSED LANDSCAPED AREA, SEE ARCHITECT'S PLANS, GRADE TO DRAIN (TYP)• NOTES' CD CONSTRUCT TRASH ENCLOSURE WITH CONCRETE APRON PER ARCHITECTS 1, PROPOSED WATER AND SEWER LINES ARE SHOWN FOR REFERENCE ONLY, SEE PLANS (SEE PLANS FOR DETAILS AND DIMENSIONS) PROPOSED BLOCK WALL BY SEPARATE PERMIT (NOT A PART OF THESE PLANS) SEWER AND WATER PLANS FOR EXACT LOCATIONS. CONSTRUCT 4" THICK CONCRETE WALK AND/OR FLAT WORK PER CONSTRUCT 1O' WIDE V -GUTTER PER DETAIL 2. WARP CONCRETE TO CALIFORNIA PUBLIC ACCESSIBILITY STANDARDS TO MATCH ARCHITECT'S PLAN. WALKS SHALL BE 4° WIDE MIN. UNLESS OTHERWISE 031.1• FINISHED FLOOR AT ALL BUILDING ACCESS OPENINGS. SPECIFIED ON THIS PLAN OR ARCHITECT'S PLAN .. CONSTRUCT 4" HICK CONCRETE FOR BIKE RACK. SLOPE SHALL NOT EXCEED 2% 3, ADD 340.00' TO ALL DESIGN ELEVATIONS. I +XT �PiZMr<iA+v. IN ANY DIRECTION. 1,5 CONSTRUCT 6' WIDE SIDEWALK PER C.C.B. S'fD. DWG ST -6. CONTRACTOR 4. ALL EXISTING FEATURES ARE HALF -TONED. SHALL OBTAIN STREET PERMIT FROM PUBLIC WORKS PRIOR TO CONSTRUCTION. & SEE ARCHITECT'S PLANS FOR ALL DIMENSIONS NOT SHOWN PL PROPOSED BLOCK WALL BY SEPARATE (NOT A PART OF THESE PLANS) r MATCH EXISTING (Z TYPICAL SECTION 01.13 NTS CENTS PER APPROVED PROPOSED BLOCK WALL BY SEPARATE PERMIT 2 STREET PLANS (NOT A PART OF THESE PLANS) ST R I' LANDSCAPED PARKWAY r 15' a I I � I HEATH ROAD LANDSCAPED AREA Iy 4 MIN I z S I '-EXISTING GRADED SLOPE PER APPROVED STREET IMPROVEMENT PLANS \-S' WIDE MEANDERING SIDEWALK ! F (TYPICAL SECTION CL.i NTS PROPOSED PROPOSED AC PAVING AC PAVING 5 9 PROPOSED AC PAVING-( -SEE DETAIL C ` TYR. 7' TYP `9 I sly s (TO BE USED AT PROPOSED HANDICAP PARKING AREAS) K 10' WIDE CONCRETE "V" GUIER 031.1 NTS p p wON PROPOSED BLOOK WALL BY SEPARATE PERMIT �_ EXT' STINC IMPROVEMENTS PER APPROVED - sa�y� a {NOT A PART OF THESE PLAN 5) I' P M. 12002-2 STREET PLANS a a M M ST D PFd�B6 cn RN FL ��z��so�`�mF � O 21' �NU5CAPED PARKWAY w E: a 32 uJ E z 10' 11'�W.gi u.NLL i' 9 N c� AND5CAPE A AREA STOCKDAi E RANCH 'p R O K' `s 10 MIN DRIVE 922.os8� RILL US In LL WH r"'cY. 41,71M � ' 'n^h,.6. w`_o¢m ON '*D 'pY/ '\\y �'%1%i/f\ '�%'�Mtea'N5Esem"as d PER APFROVEa STNEf ��/?;. �, n. -E--.... p'a SIP ._ ... IMPROVEMENT PLANS J -- o i o 8 n W WIDE MEANDERING 90FWALK zyf- 4 effi G TYPICAL SECTION w-D>vw , C=,.13 IN x wr�a &NB ww PL p ��QCSa�um PROPOSED BLOCK WALL BY SEPARATE PERMIT p w W ZX {NGT A PART OF THESE PLANS) o wa o L- cp'"'igg�r�- 11) AC PAVING � WESTSIDE PARKWAY � � � ALIGNMENT FIT L YPICAL SECTI()hi \CLllyINTO NATURAL GRDOND I T' m LGEND AB REt/ MINS X�' ,, DESIGN ELEVATION ---(3030)---- EXISTING GROUND CONTOUR TC= TOP OF CURB IN I EXISTING ELEVATION EXISTING RIGHT—OF—WAY F1= P%OWUNE I� PROPOSED STORM DRAIN MAIN AC= TOP OF ASPHALT m -20: DESIGN GRADE _ —= EXISTING STORM DRAIN MAIN FS= FINISHED SURFACE .G 1 BATE 121412 0'9 19 0ORD] PROPOSED STORM DRAIN MANHOLE _ — tj., EXISTING POWER POLE & DOWN GUY FG= FINISHED GROUND 1 T �PA. esOB NO. 3100E GB= GRADE BREAK I SHEET PROPOSED STORM DRAIN CATCH BASIN I HP= NIGH POINTG EXISTING STORM DRAIN MANHOLE I� PROPOSED DRAIN GRATE (SEE STORM DRAIN PLANS) TOG= TOP OF GRATE rAl C) -E- c1 3 FF= FINISHED FLOOR ! FP= FINISHED PAD SCALE' 'f 1 Q' � s IS 0 5 10 26 ! y t3F 21 $HEFTS l-' 1frrS ��e•�- ' F-1 0-00-0-7 9 AS "A IA 48.72 FS 12 ON 9'6 PC s 15, d� A A ca) 'N 49.90 40'y 14940'K A lwk-1 �'Nl 1.7% ------ 'A� Yop -_jA Z2 N 4 F AR, 9�55 sax I. fll* -- --- --- -- �-o " 9 'A 1.57% Nd� 'y 41 L7% IV --1 W.� 4 3 rg A 49,52 49� 8 1 N, �N X0 A ro al It, /77 I�V r -1-5. Al -I MIN k 71 z1j z x Sit A 0� T. —6% A, "So - Nk 'A M A - CK, ng TV & P� p"C 1 �75 1806A 2 4.2% 3% om 1.2% 1125% 1,75% - - - - - - - --- 15% CH) 1,5% A FS!"o— VIS 1.75% _L7Y IF% It R� ------ - - - - - - - - K A\ -o - UPI 7% 17Y !Six All A, 9P9 W7 -L5—% I 49,7a 1.7,37 13 v v 1.847 El 1:1 1:1 10"' 1`� Air K A, AIA -,;g N, � pl, 17 �7- TPA A 4-7 lex"S' f 10.2% L5% Q,7 HIM t4% IA I CIA 0 Ts& 49�72 FS -NESS /A-1 Ul VI lz S MIN CE Ilk Z7 L4% DOG -�/ rQ 4AV � Ei, L AI MIN ONG A _L5% aPl�;Cb' 41k, 5 -1 E, 3A fo A RG X�N� I 2- d co C/) 'm uj zo !R C) 0 N W� --4 g C/) .6 'E L' 3 zo U) 22 GO Nc w 06 IM z In z uj Vill CL E� Q z Ell El GRADING ----C.QU7RUQ'n0N NOIES CD CONSTRUCT 6" COBB AND GUTTER PER DETAIL CONSTRUCT 6' TALL CONCRETE CURB PER DETAIL CONSTRUCT A WIDE V -GUTTER PER DETAIL I(& CONSTRUCT TRASH ENCLOSURE NTH CONCRETE ARGON PER ARCHITECT'S PLANS ISEE PLANS FOR DETAILS AND DIMENSIONS) G CONS TRUCTI e THICK CONCRETE WALK AND/OR FLAT WORK PER SkilLONG ARCHITECT'S PLANL WALKS SHALL BE 4� WIDE MIN. UNLESS OTHERWISE SPECIFIED ON THIS PLAN OR ARCHITECTO PLAN, �,I IrPqIi N -r 'PiPPxItab, CONSTRUCT ACCESSIBILITY FEATURES, A IESSIBLE. CURB RAMP, TRUNCATED DOVES, STRIPING Ai SiGNAGE PER ARCHITECT'S PLANS, FLARE GUTTER AT BOTTOM OF CURB RAMPS. GUTTER SHALL BE 5% MAX. SLOPE IN ANY DIRECTION. fir ACCESSIBLE PARKING SPACE AND LOADING AISLE SHALL NOT EXCEED 2% MAX SLOPE IN ANY DIRECTION. III CONSTRUCT CONCRETE THOUGH PER DETAIL PROPOSED LANDSCAPED AREA, SEE ARCHITECT'S PLANS, GRADE TO DRAIN (TYP). PROPOSED BLOCK WALL BY SEPARATE PERMIT (NOT A PART OF THESE PLANS) CD CONSTRUCT 10' WIDE V -GUTTER PER DETAIL 9K CTJ C iN ANY DIRECTION. v ,GkEER �g ONSTRUCT 4" THICK CONCRETE FOR BIKE RACK, SLOPE SHALL NOT EXCEED 27 CONSTRUCT 6' WIDE SIDEWALK PER C,03. STD. DWG. ST -O CONTRACTOR 4 SHALL OBTAIN STREET PERMIT FROM PUBLIC 'WORKS PRIOR TO CONSTRUCTION SIB INANSITION CURB HEIGHT FROM 4' TO 6' AS SHOWNL Cl D5 CONSTRUCT 4" TALL CONCRETE CURB PER DETAIi L (M TRANSITION CURB HEIGHT FROM 12' TO 6" AS SHOIWA 4Q OT '�N� Q� CONSTRUCT 12" TALL CONCRETE CURB PER DETAIL�Cgj NOTES: SR t. PROPOSED WATER AND SEWER LINES ARE SHOWN FOR REFERENCE ONLY, SEE SEWER AND WATCR PLANS FOR EXACT LOCknONS. 2, 'WARP CONCRETE -10 CALIFORNIA PUBUC ACCESSIBILITY STANDARDS TO MATCH < FINISHED FLOOR AT ALL BUILDING ACCESS OPENINGS, ui kk 3. ADD 300.00' TO ALL DESIGN ELEVATIONS. Z c: 4. ALL EXISTING FEATURES ARE, HALF-TCNED. !E, SEE ARCHITECT'S PLANS FOR ALL DIMENSIONS NOT SHOWN < co ND LEGEN W > DESIGN ELEVATION (D 0 EXISPNO ELEVATION IN A, � 1%, < (D z p If 't�* M20% DESIGN GRADE OGRE PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN CATCH BASIN EXISTING STORM DRAIN' MANHOLE PROPOSED DRAIN GRATE (SEE STORM DR 0 > --(300)-- EXISTNG GROUND CONTOUR z ---- EXISTING RIGHT-OF-WAY od CD < Q) PROPOSED STORM DRAIN MAIN 4-j -lG EXISTING STORM DRAIN MAIN cu Z -cial-; EXISTING POWER PO�E & DOWN GO Z CL z ASSREMAIMNS TC= TOP OF CURB w FL-- FLOWLINE -y- AC= TOP OF ASPHALT FS= FINISHED SURFACE c a U�) FIW�HFD GROUND r ril GS= GRADE BREAK HP= HIGH POINT TOO= TOP OF GRATE L -T--T7 FF= FINISHED FLOOR J[T FP= FINISHED PAID I I I I 4A C> F:;,' I H MOOR 0 b lu V.141 A k 4M O CL CL W a i STOCKDALE HIGHWAY (PER APPROVED STREET. SEWER t-.&TGRIA-DW�-�F4 ..---_. _- _.._ ---_ _- -- __. ._-- ____- / ZFq If z .u,.., ---- Imo,,. .._.., _ -, 7-11 i I € I `s I MrF INV 'f1r, u A STORM DRAIN NOTES CONSTRUCT TYPE 'A' STANDARD MANHOLE PER C.G.B. STD. DRAWING SW -4. IJD SHALL BE w w "+ �a _ O MARKED "STORM DRAIN" 0 CONSTRUCT CONCRETE PIPE SADDLE PER C.O.B, STO, DRAW9NG D-98, rc w 0 ' Lo i31 INSTALL CHRISTY U21S DRAIN SOX WITH L121 -HT GRATE PER DETAIL C -i $ 3:d-, III 3 P ED kI INSTALL CHRISTY V-12 DRAIN 80X WITH V12 -71W GRATE PER DETAIL CR? & C' iJf HO Elm . ov o. IN ccw32 CONSTRUCT TYPE 'A' CATCH -BASIN PER C,0.8. STD. DRAWING D-14. a . =° a ` 03 IN }fi}g� I ® CONTRACTOR SHALL VERIFY ELEVATION OF EXISTING STUB 4N FIELD PRION TO START OFu. i CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES o Mo z 'n`' Z JIGm I PROPOSED "NDS DURA SLOPE- TRENCH DRAIN, OR APPROVED EQUAL a �'(,.�+', z z r- C4 r -®a doom " NO 600 NOTES: 1. FLARE GUTTER AT CHRISTY BOXES AS SHOIMJ, c w zUS ON 2. LATERAL CONNECTIONS TO MAINS THAT 00 NOT OCCUR IN JUNCTION BOXES SHALL BE MADE ' v i $ a ON WITH 45' ELLS OR BYES FOR CLEANOUT PURPOSES. Nto i 3, CONTRACTOR SHALL RAISE ALL MANHOLES, CLEANOUTS, ETC. TO GRADE. zxm 4. ADD 300.00 FEET TO ALL DESIGN ELEVATIONS. y IS a ." x a5E 5, CONTRACTOR SHALL PROVIDE AND INSTALL ALL FITTINGS NECESSARY INCLUDING BUT NOT " o � o �� $ s � LIMITED TO ELBOWS, GYPS, REDUCERS, TEES, PEFABRICATED ANGLED CONNECTIONS ETC, � ,rM-r U z'"a 6. MATERIALS SHALL BE IN ACCORDANCE WITH SPECIFICATIONS ON SHEET CIA UNLESS OTHERWISE NOTED ON PLANS. �, W EXISTING GROUND CONTOUR WOWZJ�` EXISTING RIGHT -GF -BAY IS � ti ".. -.. PROPOSED STORM DRAIN MAIN a EXISTING STORM DRAIN MAIN s ? - - - %- - - PROPOSED SEWER MAIN {SEE SEWER AND WATER PLANS} 1 w i - -- -- - - - - PROPOSED WATER MAIN (SEE SEWER AND WATER PLANS) ---------------- PROPOSED FIRE WATER MAIN {SEE SEWER AND WATER PIANS} � ? b' 1 V N.=45,26 I t I Ik i i I I v }f.30.35% 8" €U 05 I� TOC -50k 6' INV S- `1.61 �+ 6" INV N 3.78 I I 00 SUILMNG U I - ( j % .r I j r} ild O (' - s { FF=51.60 <._..<,..W,».. ,.�. _� ..,..._....u....._r - , ._ �r I iI i- aL W III y 6.3 i..Fi' YA t1E @0.50 1 Oa c iD1NG v `-� - ij ! Baa.DING D I j14 - 'N, o. �. '=5s.aa -. -. _ FF -51.50 „..w_....,.,.. .,..,,......_.._ ..,.... I TOG=50. � � IS 6- - 4' {--------------------TOG=50.4 - I ; 51.0 Lat 6" G 2.91% j - 6 " INV E=43.58 - 'I E `� '._ _ __TOG=5545 'PdsP93$1 � s� 1a" INV 6-44,58 TOG= 0.0 -� _ .-=';l _.__(k /_ I i 118" ION M1 -E=44.75 Jc j I 1 I J r i ry 6 INV E=N=4&.90 ... TOG=50.2 /` �' _ 6 INV=45.70 ` / T^ v ......... .... ...- '--' 1 33.8 LFt - : ., - ------------ --- .... - .. _ s 40.5 L•"t 6" ffi 0 50% i 3 6 04.53% ,.,-.__._._ t I { ✓ /� n a ; 70 IN N -S=44,48 f6" fNV W=45,49 - 10" INV S=43 3 I - -.,uj 8` INV N=43.0 6" INV 4137 I" -...-. ®F=91.40cu ( li - A- tl TOG= 9.4 '," nl �Ir ..m., - .A,., ....„-... , 92" ENS 4419 ' 1 II€ a 10" INV N 4436 i Be, INV -45.69 308 Ltt 8 G 0.35% s BUILDING w ® {.. .- FF=50.40 0 - - -1 e� -511DING6 a j I�4 TOG= 19.4co Z _.1 ii rI' 12 OV N 4491 G / TOG --Ko -- -- - '' 0 INV' E=4 92 , �, 1( `- 'X, INV=46 �0 15.& L ± 6iI P°q I I BrS� ----------------------------- 108.3 iFE 12" G 6,25% 43.9 LFt b 0 0.50% 174 " �"� �,/� 6 TOG 49.8 I I/ ., ..... 111 TOG=43.0 ❑3 T =49.0 - I I I TO, "WA ______. TOG=49.7 .," - 'INV=44.21 4 d + t2" INV N -S=44.04 !� \ , 8 INV W=43.07 6 INV=43,46 \ '� Fi.=49.22 [_ 43.7 LE't 6" ®3.75 r 6 INV W=44.54 12, INV W=42,61 .-r"`�, I c lu.l e_c_nx nfl w' tU BVP QJ 14 VA A i 0 INV N=42.76 r` 3 .__ ti ev wv�ns 2a f 8" l,NV=42.9aru.-."' I F ` r"` .�/ A (% / 12 ] N- = AO INV £=45.70L- cl) TO .5a% �rDG=49.80 0'v" °�. / IIS t rr� u"s 6 INV -45.80 € ® \ 3 � I %� t i I INV N=44.12 BUILDING It i FF-5G3G am c l .-" 0401 \�W \ :af=49.7 9V -42.i 4 LFt 3a�'Aga \`-- D.2 a .s 10.8 UFt 78 7 s -40 6" 6� 5.07, =42r t r W 0.4 .. Oi t ( FF -49.90 r N SEE SHEET C1. 7 15.4 LFt C % 3.7% 413 LFt 6"020% r "INV=44AG i y-1 25 LFt 6" 05,01/ BE 9 OG% u 0 d ...... -TM4=50.83 I5 INV SW -43.54 CC INV SE=4179 y4,. "✓�# J � J,T,,, ME 0 n 3 I j �I f o� 0 - !DATE 9214/2019 PA JO No.. 3100 SHEET E T!! SCALE- 1-=20' Z C1315 E o - --ta sa 40 OF 21 SHEETS w*w1waffolwoo STORM DRAT N011S CONSTRUCT TYPE 'A' STANDARD MANHOLE PER C.G.& STD. DRAWING SW -4. LID SHALL BE MARKED "STORM DRAIN' CONSTRUCT CONCRETE PIPE SADDLE PER C.O.B. SID. DRAWING D-18. '71 INSTALL CHRISTY U21S DRAIN BOX WITH U21—HT GRATE PER DETAIL Q1 INSTALL CHRISTY V-12 DRAIN BOX WITH V12 -71W GRATE PER DETAIL Bb & C719 CONSTRUCT TYPE 'A' CATCH—BASIN PER C.O.B. STD, DRAWING D-14. CONTRACTOR SHALL VERIFY ELEVATION OF EXISTING SNB IN FIELD PRIOR TO START OF CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES L PROPOSED "NDS DURA SLOPE` TRENCH DRAIN, OR APPROVED EQUAL. NOTES: 1. FLARE GUTTER AT CHRISTY BOXES AS SHOWN. 2, LATERAL CONNECTIONS TO MAINS THAT DO NOT OCCUR IN JUNCTION .BOXES SHALL BE MADE WITH 45' ELLS OR RITES FOR CLEANOUT PURPOSES. 3. CONTRACTOR SHALL RAISE ALL MANHOLES, CLEANOUTS, ETC. TO GRADE. 4. ADD 300.00 FEET TO ALL DESIGN ELEVATIONS, 5, CONTRACTOR SHALL PROVIDE AND INSTALL. ALL FITTINGS NECESSARY INCLUDING BUT NOT LIMITED TO ELBOWS, WYES, REDUCERS, TEES, PEFABRICATED ANGLED CONNECTIONS ETC. 6. MATERIALS SHALL BE IN ACCORDANCE SETH. SPECIFICATIONS ON SHEET CIA UNLESS OTHERWISE NOTED ON PLANS. ------(300)-- — EXISTING GROUND CONTOUR EXISTING RIGHT—OF—WAY PROPOSED STORM DRAIN MAIN EXISTING STORM DRAIN MAIN ---- — — s— — --- PROPOSED SEWER MAIN (SEE SEWER AND WATER PLANS) — --- --- -- -- — PROPOSED WATER MAIN (SEE SEWER AND WATER PIANS) ________,________ PROPOSED FIRE WATER MAIN (SEE SEWER AND 'WATER PLANS? v ru I 11 M LS O pq O Z M O G DATE 121412019 PA J4B No. 3100 SHEET E SCALE: 1' =20' � C116 0 10 20 40 % OF 21 SHEETS ., r SEE SHEET In STOR R (N NQIE5 CONSTRUCT TYPE_ 'A' STANDARD MANHOLE PER C,Q.B, STD. DRAWING SW -4. LID SHALL BE MARKED "STORM DRAIN" >?; CONSTRUCT CONCRETE PIPE SADDLE PER C.O.B. STD. DRAWING D-18. j'3_I INSTALL CHRISTY U21S DRAIN BOX WITH U21 -HT ORATE PER DETAIL 8 . C INSTALL CHRISTY V-12 DRAIN BOX WITH V12 -71W GRATE PER DETAILC1B.f & 0 1 CONSTRUCT TYPE 'A' CATCH -BASIN PER C.O.B. STD, DRAWING D-14, CONTRACTOR SHALL VERIFY ELEVATION OF EXISTING STUB IN FIELD PRIOR TO START OF CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES C PROPOSED "NPS DURA SLOPE" TRENCH DRAIN, OR APPROVED EQUAL. NOTES: t FLARE GUTTER AT CHRISTY BOXES AS SHOWN. 2. LATERAL CONNECTIONS TO MAINS THAT DO NOT OCCUR IN JUNCTION BOXES SHALL BE MADE WITH 45' ELLS OR BUSS FOR CLEANOUT PURPOSES. 3. CONTRACTOR SHALL RAISE ALL MANHOLES, CLEANOUTS, ETC, TO GRADE. 4, ADD 300.00 FEET TO ALL DESIGN ELEVATIONS, S. CONTRACTOR SHALL PROVIDE AND INSTALL ALL FITTINGS NECESSARY INCLUDING BUT N07 LIMITED TO ELBOWS, BYES, REDUCERS, TEES, PEEABRICATED ANGLED CONNECTIONS ETC. 6. MATERIALS SHALL BE IN ACCORDANCE WITH SPECIFICATIONS ON SHEET C1.1 UNLESS OTHERWISE NOTED ON PLANS. ------(300)----- EXISTING GROUND CONTOUR ------- EXISTING RIGHT-OF-WAY PROPOSED STORM DRAIN MAIN EXISTING STORM DRAIN MAIN --- - - s- - — PROPOSED SEWER MAIN (SEE SEWER AND WATER PLANS) - -- - -- -- -` PROPOSED WATER MAIN (SEE SEWER AND WATER PLANS) ---------------- PROPOSED FIRE WATER MAIN (SEE SEWER AID `NATER PLANS) I U i IR mo; I mot SEE SHEET C1.16 SMEM DRAIN KIES � � o � 6 E�j COONSTRUC"STORM E ' AiSTANDARD MANHOLE PER C.O.B. STD, DRAWING SW -4. LID SHALL BE MARKED a MEEt 0R Lna 02 CONSTRUCT CONCRETE PIPE SADDLE PER C.O.B. STD, DRAWING D-98. ii o> m cl) L9 au � woo 0 INSTALL CHRISTY U21S DRAIN BOX WITH U21 -HT GRATE PER DETAIL(C3 �' o 0 w 9wu lull ?° :C fV ci I..] INSTALL, CHRISTY V-12 DRAIN BOX VATH V12 -71W GRATE PER DETAIL & w > C} c,i C1.1 � Ill CONSTRUCT TYPE 'A' CATCH -BASIN PER C.O.B. STD. DRAWING D -i4. e x n o w go N— u. U 61 CONTRACTOR SHALL VERIFY ELEVATION OF EXISTING STUB IN FIELD PRIOR TO START OF 113 4) CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES z 3 % o E Ul PROPOSED "NDS DURA SLOPE" TRENCH DRAIN, OR APPROVED EQUAL, a cv Bi 9. w to as tu 0 NOTES: ao�a.•w;� P 1. FLARE CUTTER AT CHRISTY BOXES AS SHOWN. a ,� o a � ? g a `§ `^� cfT cHa 2. LATERAL CONNECTIONS TO MAINS THAT DO NOT OCCUR IN JUNCTION BOXES SHALL BE MADE $ o w r m W,'TH 45° ELLS OR WYES FOR CLEANOUT PURPOSES. u ®Q ;w to 3. CONTRACTOR SHALL RAISE ALL MANHOLES, CLEANOUTS, ETC, TO GRADE, u.' ? EN z+n ^ O O_aWF Ho u 4. ADD 300.00 FEET TO ALL DESIGN ELEVATIONS. w � $ � , 8 n 6 gI 5. CONTRACTOR SHALL PROVIDE AND INSTALL ALL FITTINGS NECESSARY INCLUDING BUT NOT a-� w o t'u c3bn. 12 0 - LIMITED IQ ELBOWS, WYES, REDUCERS, TEES, PEFABRlCATED ANGLED CONNECTIONS ETC. m � t+.'t �,��? 6! W�lQS%fl G. MATERIALS SHALL BE IN ACCORDANCE WITH S�°ECIFiCAiIONS ON SHEET Gil UNLESS L+? MCI � CI OTHERWISE NOTED ON PLANS. u , !ig oG. z j - - - -(3C0)- - - EXISTING GROUND CONTOUR �' y EXISTING RIGHT-OF-WAY Ow W e%' -?w cafPROPOSED STORM DRAIN MAIN � — == EXIST€NG STORM DRAIN MAIN — -- - s- - — PROPOSED SEWER MAIN (SEE SEWER AND WATER PLANS) { ' - - - - - - - PROPOSED WATER. MAIN (SEE SEWER AND WATER PLANS) ________________ PROPOSED FIRE WATER MAIN (SEE SEWER AND WATER PLANS) j I I 1 j fr I lffr( lJ — e 1. r f I rrp J 1t �{( � I r�! f BUILDING B t f 11 d 1 i 1 BF -50,80 a Ji�f r t i t t i O I I 1 t 1f r' II 'nr f If TOG=49.8 t r0 41 I r' I t Ce 1 a' Q asI If Go D`45 60 t8" GOP r� l 1 r 11,8 LET 1z-, ( L3 ,� LEI, 8 RCP , � EX 18 INV14 0 �� T41.H_¢ r i T i8 G.82�- _ - 3 �1 4 1: f rz INA E -W 4L 11 LUGS D in)L# L � h ppF 1 IIS`"tip )'i' ! �� • f� f d f LI t P LF t No SEE SHEET C1.17 a (PC"? p hock Ncly Sf / ORD 44 N 17 1 , tl / ` �'� �• ..,,OM1 ` t _ y., ` \ U21 -HT AD APPROVED GRATE CATCH BASIN P.AC. PIPE SIZE AND SLOPE (SEE PLAN), 8" MAX IN V-12 BOX TYP. ELEV. NOTE: GROUT AND WATERSTOP AROUND INSIDE AND OUTSIDE DF PIPE CONNECTING TO BOX. ALSO GROUT AT EXTENSION JOINTS, TYP. A PICAL U21 CATCH BASIN C1.19 N.T,S, V12 -71W ADA APPROVED GRATE X"x8" ELBOW OR DOE CEMENT MORTAR AROUND PIPE TO SEAL BOX, TYR. V12 -71W ADA APPROVED GRATE P.V.C. PIPE SIZE AND SLOPE (SEE PLAN), 8" MAX IN V-12 BOX TYP, V-12 DRAIN BOX V-12 EXTENSION AS NEEDED ! 591 NOTE: GROUT AND WATERSTOP AROUND INSIDE AND OUTSIDE OF PIPE ii CONNECTING TO BOX. ALSO GROUT AT EXTENSION JOINTS, TYP, TYPICAL V-12 DRAIN BOX rC--\ `NITH CONCRETE BOTTOM Ct.19 N.T',S, X" TEE X. x Y. J ECCENTRIC 9 REDUCER 6" P.H,C. RISER (I)TYPICAL REDUCING FITTING DETAIL c1.1s M.S, X" P.V.0 PIPE (SEE PLAN) --- (:B )TYPICAL V-12 PRAJU BOX WITH R ESR �,1s N,Ls. BUILDING C L FF -52.D> f k 1 j Aj 'All i 1 / Q r T SCALE: 1"=20' 0 10 20 40 STORM RAIN NOTES ED CONSTRUCT TYPE 'A' STANDARD MANHOLE PER C.O.B. STD. DRAWING SW -4. LID SHALL BE MARKED "STORM DRAIN" ❑z CONSTRUCT CONCRETE PIPE SADDLE PER C.O.B. STD. DRAWING D-18, (3 INSTALL CHRISTY U21S DRAIN BOX WITH U21 -HT GRATE PER DETAIL MAt9 . ® INSTALL CHRISTY V-12 DRAIN BOX WITH V12 -71W GRATE PER DETAIL 4 & 0C 51 CONSTRUCT TYPE 'A' CATCH -BASIN PER C.O.R. STD. DRAWING D-14. Q6 .CONTRACTOR SHALT. VERIFY ELEVATION OF EXISTING STUB IN FIELD PRIOR TO START OF CONSTRUCTION AND NOTIFY ENGINEER I: THERE ARE ANY DISCREPANCIES 7 PROPOSED "NDS DURA SLOPE` TRENCH ORAIN, OR APPROVED EQUAL. NOTES: 1, FLARE GUTTER AT CHRISTY BOXES AS SHOWN, 2. LATERAL CONNECTIONS TO MAINS THAT DO NOT OCCUR IN JUNCTION BOXES SHALL BE MADE WITH 45' ELLS OR WYES FOR CLEANOUT PURPOSES. 3, CONTRACTOR SHAT L RAISE ALL MANHOLES, CI EANOUTS, ETC. TO GRADE. 4. ADD 300.00 FEET TO ALL DESIGN ELEVATIONS. 5, CONTRACTOR SHALL PROVIDE AND INSTALL ALL FITTINGS NECESSARY INCLUDING BUT NOT LIMITED TO ELBOWS, WYES, REDUCERS, TEES, PEFABRICATED ANGLED CONNECTIONS ETC, 6, MATERIALS SHALL BE IN ACCORDANCE WITH SPECIFICATIONS ON SHEET C1,1 UNLESS OTHERWISE NOTED ON PLANS. - -(300) -- EXISTING GROUND CONTOUR ------- EXISTING RIGHT-OF-WAY PROPOSED STORM DRAIN MAIN — EXISTING STORM GRAIN MAIN PROPOSED SEWER MAIN (SEE SEWER AND WATER PIANS) -- -- -- --- -- -- -- PROPOSED WATER MAIN (SEE SEWER AND WATER PLANS) ------- --------- PROPOSED FIRE WATER MAIN (SEE SEWER AND WATER PIANS) U SOz n�io mY3� 69WaaDg'�� awa�ari5�z�u�i uS�4pt9$p�uu`. ra2ni E.'vn �4�a� 0�2wu a,y�Vsd g a r M _ 4 Zp nrn au w �xFna�U are�'aa^ p ✓ � 1 S PP BEST MANAGEMENT PRACTICES GENERAL NOTES: FOLLOWING ARE GENERAL NOTES, THE. CONTRACTOR SHALL REVIEW ALL APPLICABLE CODES AND REGULATIONS AND IMPLEMENT CONSTRUCTION SITE MONITORING PROGRAM AS NECESSARY TO MEET REGULATIONS, 9. BEST MANAGEMENT PRACTICES (BMPs) CONTAINED HEREIN REFLECT MINIMUM REQUIREMENTS. ALTERNATE METHODS PROVIDING EQUAL GR GREATER PROTECTION MAY BE UTHAZED. FOR ADDITIONAL BMPs REFER TO CALIFORNIA STORMWATER BMP HANDBOOKS. 2. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN AND IMPLEMENTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM, (NPDES) PERMIT, THE STATE'S GENERAL PERMIT, AND LOCAL STORMWATER MANAGEMENT PROGRAMS, CONTRACTOR SHALL OBTAIN A COPY OF THESE PROGRAMS FOR HIS OWN USE 3, THE CONTRACTOR MUST IMPLEMENT AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROL ON ALL DISTURBED AREAS PER THE BMP HANDBOOK. 4. NON-STORMWATER DISCHARGES SHALL BE PROHIBITED FROM ENTERING ANY STORM DRAIN SYSTEM AND THE EXISTING STREET, 5. NON-STORMWATER MANAGEMENT CONTROLS AND WASTE MANAGEMENT CONTROLS SHALL BE PROPERLY IMPLEMENTED AS NECESSARY TO COMPLY WITH ALL APPLICABLE CODES. 6. SEDIMENT CONTROL PRACTICES SHALL EFFECTIVELY PREVENT A NET INCREASE OF SEDIMENT LOAD IN STORMWATER DISCHARGE. 7. ALL CONTROL DEVICES SHALL BE INSPECTED FOR PROPER INSTALLATION PRIOR TO QUALIFYING RAIN EVENTS AS OUTLINED IN THE GENERAL ORDER. 8, A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES. NECESSARY MATERIALS SHALL BE AVAILABLE ONSITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR DAMAGED EROSION CONTROL MEASURES OR SEDIMENT CONTROL MEASURES WHEN RAIN IS tMMINENT. 9. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, DESILCNG BASINS AND OTHER DEVICES. ANY DEVICES AND SLOPE SURFACE PROTECTION DAMAGED DURING A RAINSTORM SHALL BE IMMEDIATELY REPAIRED. 10. POLLUTANTS SH.AiL BE REMOVED FROM STORMWATER DISCHARGES TO THE MAXIMUM EXTENT PRACTICABLE (MEP) "(HROUGH DESIGN AND IMPLEMENTATION OF THIS PLAN. 11, PORTABLE SANITARY FACILITIES SHALL BE LOCATED ON RELATIVELY LEVEL GROUND AWAY FROM TRAFFIC AREAS, DRAINAGE COURSES AND STORM DRAIN INLETS. 12. EMPLOYEES, SUBCONTRACTORS AND SUPPLIERS SHALL BE EDUCATED BY THE DEVELOPER OR HIS GENERAL CONTRACTOR ON ALL BEST MANAGEMENT PRACTICES (BMPs) INCLUDING CONCRETE WASTE STORAGE AND DISPOSAL PROCEDURES. 13, THE CONTRACTOR SHALL. PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS PROJECT, PREVENTATIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO MITIGATE THE IMPACT OF DUST AND PM10 EM'.SSIONS ACCORDING TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT REGULATION ON (8). THE CONTRACTOR SHALL OBTAIN A COPY OF THE REGULATION FOR HIS USE. DUST C TR STM A N AC C 1, THE CONTRACTOR SHALL OBTAIN Al NECESSARY PERMITS AND APPROVALS FROM THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) AND PROVIDE WRITTEN NOTIFICATION TO THE SJVAPCD VIA FAX OR EMAIL WITHIN 10 DAYS PRIOR TO THE COMMENCEMENT OF EARTHMOVING ACTIVITIES (AFTER THE PLAN HAS BEEN APPROVED BY SJVAPCD), 2. THE CONTRACTOR SHALL PREVENT A DUST NUISANCE FROM ORIGINATING PROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS PROJECT. PREVENTATIVE }MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO MITIGATE THE IMPACT OF DUST AND PN110 EMISSIONS ACCORDING TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT REGULATION NII (8), THE CONTRACTOR SHALL OBTAIN A COPY OF THE REGULATION FOR HIS USE. "R1ESE MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. PRE -ACTIVITY: a) PRE -WATER SITE SUFFICIENT TO LIMIT VISIBLE DUST EMISSIONS (VGE) 70 20% OPACITY. b) PHASE WORK TO REDUCE THE AMOUNT OF DISTURBED SURFACE AREA AT ANY ONE TIME, B. DURING ACTIVE OPERARONS: a) APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO LIMIT PER TO 20% OPACITY. b) LIMIT ACTIVITY TO PERIODS OF LOW OR NO WIND, OR CONSTRUCT AND MAINTAIN WIND BARRIERS SUFFICIENT TO LIMIT VOL TO 20% OPACITY. c) APPLY WATER OR OTHER APPROVED SUBSTANCE TO UNPAVED HAUL/ACCESS ROADS AND UNPAVED VEHICLE/EQUIPMENT TRAFFIC AREAS SUFFICIENT TO LIMIT VOL TO 207 OPACITY AND MEET THE CONDITIONS OF A STABILIZED UNPAVED ROAD SURFACE. C. TEMPORARY STABILIZATION DURING PERIODS OF INACT€VITY: a) RESTRICT VEHICULAR ACCESS TO THE AREA. b) APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO COMPLY WITH THE CONDITIONS OF A STABILIZED SURFACE. IF ANY AREA HAVING 0.5 ACRES OR MORE OF DISTURBED SURFACE AREA REMAINS UNUSED FOR SEVEN OR MORE DAYS, THE AREA MUST COMPLY WITH THE CONDITIONS FOR A STABILIZED SURFACE AREA AS DEFINED IN RULE 8011. D. CARRYOUT AND TRACKOUT ON PUBLIC ROADS: a) ALL VISIBLE CARRYOUT AND TRACKOUT WITHIN 50 FEET OF THE SITE SHALL BE REMOVED AT THE END OF EACH WORKDAY. TRACKOUT BEYOND 50 FEET OR THE SITE SHALL BE REMOVED IMMEDIATELY. p) CLEANUP SHALL BE ACCOMPLISHED BY MANUAL SWEEPING OR APPROVED EQUPMENT AND METHOD AS SPECIFIED BY THE SJVAPCD. c) THE USE OF BLOWER DEVICES OR DRY ROTARY BRUSHES OR BROOMS, FOR REMOVAL 01" CARRYOUT AND TRACKOUT ON PUBLIC ROADS IS EXPRESSLY PROHIBITED. d) ANY PERMITS REQUIRED FOR BUD AND DIRT CLEANUP SHALL BE OBTAINED BY THE CONTRACTOR. 5 PP NOTES M INSTALL 25'x50' GRAVEL ENTRY/EXIT PER CMP TC --1 M2 INSTALL 15 MPH SPEED LIMIT SIGN LM3- INSTALL STORM DRAIN INLET PROTECTION PER BMP SE -10 0 INSTALL STOCKPILE MANAGEMENT PER BMP WM-3 'I�5 INSTALL FIBER ROLLS PER BMP $E--5 OR SILT FENCE PER BMP SE -1 ALONG BOUNDARIES AS SHOWN FOR PERIMETER CONTROL. PERIMETER CONTROLS CAN BE REMOVED UPON COMPLETION OF BLOCK WALLS WHERE APPLICABLE. INSTALL CONCRETE WASHOUT PER BMF 41M-8 0 INSTALL GRAVEL, BAGS IN CURB & GUTTER AT PROJECT PER BMP SE -6 ® INSTALL NON-STORMWATER BOP'S AS REQUIRED PER BMF N:A_o NS -9, a NS -iv. [9] INSTALL MATERIAL MANAGEMENT SMP'S AS REQUIRED FOR PER BMP WV -I, WM-2, & WM-5. 90 INSTALL SANITARY SEPTIC WASTE MANAGEMENT PER BMP WM-9. CONTRACTOR SHALL INSTALL TEMPORARY I CONSTRUCTION FENCING AROUND PERIMETER OF SITE TO RESTRICT UNAUTHORIZED VEHICLE ACCESS, OF SOLTHERNCALIFORNA DW.TOL.FREE9ASUGA fii0 AT LEAST TWO DAYS 6EP)RE YOU DIG 4 DISTURBED AREA BOUNDARY 10 MA ona 1�g_jj ♦. RfAla I 'amo m:k M2 I Z I 111p, i'll N 'A 19: & I A& PROJECT STA11510 1. PROPERTY LOCATION: QUALIFIED SWPPP PRACTITIONER: (RESPONSIBLE FOR SWEEP IMPLEMENTATION) SWPPP DEVELOPER: SLE FOR SWPPP 5. PROJECT TYPE: 6. DISTURBED AREA: 7. AVERAGE DAILY EARTHWORK THROUGHPUT: mtEI CJ P�t< IBy w�1wgM$� IRM 88� z new a ym h J O � } p za M cO,aIk w m� TIN 2o. Sm2IS .no G gal H9 $ <IT 8 2 RESIDEN TiAL,_Qp VELQP IEPdj. EARTUMCIRK 20. i G SS-60ES THE FOLLOWING CAUFORN`A STORMWATER CONSTRUCTION BMP'S SHALL BE CONSIDERED A PART OF THESE PLANS AND MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR AND QSP SHALL IMPLEMENT ADDITIONAL BLUE'S AS REQUIRED DURING CONSTRUCTION. DESCRIPTION SCHEDULING PRESERVATION OF EXISTING VEGETATION HYDROSEEDING SOIL- BINDERS EARTH DIKES AND DRAINAGE SWALES NON -VEGETATIVE STABILIZATION SILT FENCE SEDIMENT BASIN SEDIMENT TRAP FIBER ROLLS GRAVEL BAG BERM STREET SWEEPING AND 'VACUUMING SANDBAG BARRIER STORM DRAIN INLET PROTECTION 4diP.D LROSIOP. CONTRPrr.. STABILIZED CONSTRUCTION ENTRANCE/EXIT STABILIZED CONSTRUCTION ROADWAY ENTRANCE/OUTLET TIRE WASH WATER CONSERVATION PRACTICES VEHICLE AND EQUIPMENT CLEANING VEHICLE AND EQUIPMENT FUELING VEHICLE AND EQUIPMENT MAINTENANCE CONCRETE CURING CONCRETE FINISHING MATERIAL AND EQUIPMENT USE MATERIAL DELIVERY AND STORAGE MATERIAL USE STOCKPILE MANAGEMENT SPILL PREVENTION AND CONTROL SOLID WASTE MANAGEMENT HAZARDOUS WASTE MANAGEMENT CONCRETE WASTE MANAGEMENT SANITARY/SEPTIC WASTE MANAGEIM>ENT UC I N UJ a i p zW p 0. 4if=K I STOCKDALE HIGHWAY m — TR C_ z \ 724 f 'ACT 317 / / PARCEL MAF a, 12062-2 TRACT TRACT 1240 31, I KJ?N COUNTY WATER AGENCY 10 MA ona 1�g_jj ♦. RfAla I 'amo m:k M2 I Z I 111p, i'll N 'A 19: & I A& PROJECT STA11510 1. PROPERTY LOCATION: QUALIFIED SWPPP PRACTITIONER: (RESPONSIBLE FOR SWEEP IMPLEMENTATION) SWPPP DEVELOPER: SLE FOR SWPPP 5. PROJECT TYPE: 6. DISTURBED AREA: 7. AVERAGE DAILY EARTHWORK THROUGHPUT: mtEI CJ P�t< IBy w�1wgM$� IRM 88� z new a ym h J O � } p za M cO,aIk w m� TIN 2o. Sm2IS .no G gal H9 $ <IT 8 2 RESIDEN TiAL,_Qp VELQP IEPdj. EARTUMCIRK 20. i G SS-60ES THE FOLLOWING CAUFORN`A STORMWATER CONSTRUCTION BMP'S SHALL BE CONSIDERED A PART OF THESE PLANS AND MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR AND QSP SHALL IMPLEMENT ADDITIONAL BLUE'S AS REQUIRED DURING CONSTRUCTION. DESCRIPTION SCHEDULING PRESERVATION OF EXISTING VEGETATION HYDROSEEDING SOIL- BINDERS EARTH DIKES AND DRAINAGE SWALES NON -VEGETATIVE STABILIZATION SILT FENCE SEDIMENT BASIN SEDIMENT TRAP FIBER ROLLS GRAVEL BAG BERM STREET SWEEPING AND 'VACUUMING SANDBAG BARRIER STORM DRAIN INLET PROTECTION 4diP.D LROSIOP. CONTRPrr.. STABILIZED CONSTRUCTION ENTRANCE/EXIT STABILIZED CONSTRUCTION ROADWAY ENTRANCE/OUTLET TIRE WASH WATER CONSERVATION PRACTICES VEHICLE AND EQUIPMENT CLEANING VEHICLE AND EQUIPMENT FUELING VEHICLE AND EQUIPMENT MAINTENANCE CONCRETE CURING CONCRETE FINISHING MATERIAL AND EQUIPMENT USE MATERIAL DELIVERY AND STORAGE MATERIAL USE STOCKPILE MANAGEMENT SPILL PREVENTION AND CONTROL SOLID WASTE MANAGEMENT HAZARDOUS WASTE MANAGEMENT CONCRETE WASTE MANAGEMENT SANITARY/SEPTIC WASTE MANAGEIM>ENT UC I N UJ a i p 0. ' �I i3z m w:IuJ3 z 110,111 �l iy OF 1 SHEETS 72 71 10 9 8 7 6 5 1 4 3 2 1 } f .._-_...__- NOTES: OUNTERTOP 1. REACH RANGES APPLY TO OUTLETS AND SWITCHES, 54" MIN, GRAB BAR BLOCKING, W_NOTE: C NOTES: 2. DEPTH 19 MEASURED:=ROM EDGE OF COUNTERTOP. / Kk2 \ r. -__�-__.._.— X=12" IF DOOR HAS BOTH LATCH & ` "REQUIRE=? CLEAR SPACE 1. THE DIP OF THE OVERFLOW U SEE: : ( !T NOTES: EG 3. OUTLETS OR SW[iCHES lHATDO NCTMEET THESE f. k<' 42 AEN, % , CLOSER ..... �..__ SHALL NOT BE CONSIDERED ! ? REQUIREMENTS AREACCEPTAB:.E PROVIDED THAT MAX. / AO rT2 i ---' �"""'--'--' 1 J IN DETERMINING KNEE& �\ +r` `�'' �j \� 1. PLAIN GEOMETRIC IDENTIFICATION SIGNS SHALL COMPARABLE OUTLETS THAT PERFORM THE SAME r'.' ._.--.--_UPPER CABINETS i �,/ 'Z - ! �. - r i \\ \ ? j �\ '�vy € i 74"THICK BLUE ACRYLIC PLASTIC SHAPE _.-_ i - T 70E CLEAKAN,.,ES. ;u.! / FUNCTIONS, ARE PEOVIDTD IN THE SAUTE AREA AND ARE p / , C _ aL { TOILET . APER HOLDER-- 36 PatIN. / i to d 2. FAUCET CONTROLS SWALL / \" t i _vy L. FOR MEN (. O ACCESSIBLE, / Z.� 3 + WITHOUT STOPS ' : -,.� `,.- % W U c;; 8E OPERABLE W/ ONE HAND .! `t FOR WOMENArris / 24"MIN 12" MIN. _ _.... - sY Y� _ ry j \. I ! J! Tj z I AND SHALL NOT REQUIRE FOR UNISEX A SWITCH OR OUTLET (FORWARD ---} ,, il: --� ALTERNATE LOCATION - ' - - - - - - - - -' - ;-' '�7 j ,/ o. s : "" 2. INTERNATIONAL SYMBOL OF ACCE5516EkTY SIGN 'A � APPROACH), INSTAL. OUTL7IN \ ti FOR OUTLETS ACCESSED -- """ "'-'-" C� - X _ _ - X 'a` v� 1 r.....+L - `< TIGHT GRASPING, PINCHING 1--; �:I OR W'€sr?NG OF THEwRIST PLAIN GEOMETRIC IDENTIFICATION SIGNS STUDIO ARCHITECTS BACKS ROA OR HORIZONTAL, STALLUTUEF IN ,f l BY PARALLEL APPROACH `" Rr SHALL HAV- WHITE FIGURES AND LETTERS ON A BLUE % PLAIN GEOMETRIC P : .7'.'-MttsL J a „- - - __ f BACKGROUND. OTHER COLORS MAY BE USED WITH T-- t..-._ vi 1 0-' WALL. WHEN BACKSPLASH EXCEEDS ! s" "' ` f ' i WITH COUNFF.R DEPTHS s - - 'A - '~ - - - d E'. - ! + - I 6" MAX. WITH A FORCE REQUIRED TO IDENTIFICATION ¢ i -+.: 9" IMAX. 2 PAIN. � Y „� i 1 � T r �� ACTIVATE CONTROLS NO BUILDING DEPT. APPROVAL. SYMBOL �.. 3-1/2"AT KITCHENS OR 7" AT ',, -. J , . + w L I OE CLR." „ THAT EXCEED 24" U N z T B" .MIN, KNEE CUR. GREATER THAN &POUNDS 3. LETTERS AND NUMERALS SHALL BE RAISER 1/32 O \ :... .... __ IAVAFOR€ES '- I - q C'' --r :- v --'- 1 --�� -' = I - I c 3. HOT WATER AND DRAIN SANS-SER{P UPPERCASE CHARACTERS 51fl" MIN. TO -''��--"' LATCH z p _ SIDE VIEW Ancness =7" MIN, 7' MAX. HIGH. PROPOR?IONS SHAt.L BE PER CBC o G J "M' j l\ Tr, U TRANSFER) -� NOTE: s, PIPES UNDER ACCESSIBLE -__ —_..__ SECT€ON 1127A.7, DO 1327 ARCHER STREET . O ` j ._ ___ .I a ( U INTERIOR CONDITION X=}8" rt 48" MIN.. LAVATORIES SHALL BE �_ � � OR z SAN LUIS OBISPO, CA 93401 t ` , - -.-.... A1. 3 v"3 4. MOUNTING LOCATIONS SHAT (- ALi.QW A PERSON , O ` tis SIDE INSULATED OR OTHERWISE y , rN: Pv r - t { { _--_.-.- INTERNATIONAL ccNrA O \ d y EXTERIOR CONDITION X = 19" MAX. I . r ( !< I, T AV t TO APPROACH WITHIN 3" OF THE SIGNAGE WTiHOUT w -".. z-- r-COUN7ERTO}Y COVERCD. 7'.tERESIIALL BE bl „t/'` ( �% SYMBOL OF 805.547.2240 C : __- f ., ¢..., .-SWITCH tz 1(3 :724 MAX `zl0 Qi 2d NO SHAD OR ABRASIVE _ v pi `'s! ! I As_ ENCOUNTERING PROTRUDING OBJECTS OR ACCESS€BILITY SIGNA(UF. ARR7S-STUDIO.COM SE T O " OR O a .> -. ,+"-- U 51 SIDE VIEW FRONT VIEW 17"MIN. -_! �� " y-.:. L ll = T ,A,77�� "`_l`" rr 'i/ OUTLET u- ;! �,_ - ! : - �- SURFACES UNDER 4�` ( STANDING WITHIN THE SWING OF A DOOR. ON WALL ADJACENT TG 2 T ins- tPARALLELI- -: FRONT APPROACHES '-7 �Ij'. I.."_ _ - T .._ I, ....._ 1 rTOMA cess rscrerr;cr; +cvoac j cls `, x X n ii, xi� �' CC AMBULATORY ACCESSIBLE NOTE: ,j LAVATORIES.-- -- BRAILLE. SHALL BE CC;NTRAC7D GRADE LATCH SIDE OF DOOR sErHru t. xx;ox rRcrlrtea KA scazarz G __.._' d l' / WbMEN„ MEN ,.. 'UNISEX: RESTR4. z g Z x I Y=48" MIN. IF DOOR HAS BOTH LATCH & Y / " / = € - - MQIiNTING HEIGHTS r- frentec. O! RxorWCunsvNar:l -___ ,k m _ I !,'p'..... OM b. ATTACH TO SURFACE WITH TAMPER PROOF , ,n 0>, d NOT: CLOSER //i i TM_ SCRE=WS. O _ iw O i \' AI 1. WATER CLOSET FLUSH VALVE CONTROLS, OPERATING MECHANSM CONTROLS SHALL BE OPERABLE WITH I I 5<'1NEN, '--�-+ f/ i� //f 4j -BRAILLE, NOTE: � --� ONE NAND, S{;ALL NOT RECdt1IRE TIGHT GRASPING, PINCHING, ORTWPS'fiNG OFTI{E WR15f. AND SHALL BE 4 LL 't'- f ' TV'P. WHERE THERE IS NOT WALE. SPACE ON THE y 'yad,!`\r,' __ - °r b' i - , MOUNTEDNI THAN 44'A.F.E. : q- -� � ` Y+ /' B *V r ? O C INTERNATIONAL SYMBOL OF LATCH SIDE, SIGNS SHALL BE PLACED ON 20" TO 25" MAX.' \_ 1.FHE FORCE REQUIRED "4 ACTIVATE THE WATER CLOSET hNDORINAL FLUSH VALVE CONTROLS & FAUC::, ,_,. "..-... ._ __..._.. _, ,.-,.. O „_ /j /,///j�/ --- REQUIRED CLEAR SPACE BETWEEN THE NEAREST ADJACENT WALL, J' LOWER CABINETS .0.N'J OPERATING MECHANISM CGNTROtS SIfAt1 BE NO GREATER 7YAN 5 LB ELECTRONIC 02 AUTOMATIC ,�/ Tha s E. is \ I ( I CABINET DOORS €N OPEN A CESSI ILITY PREFERABLY ON THE RIGHT, d ` (FORWARD)FLUSHING CONTROLS ARE ACCEPTABLE AND PREFERABLE 3. WHERE IANKIYPE iOTLEY IN USED WHICH OBSBUCIS PLACENSWIN 33 THE GRAB BAR PART BE AS LICH OSITION w AS 3X MAINTAINING t I /A'CLEAR TANK. ` /f73bAt&993 .2 ( �'\ r G Gp°i\F�9ar9btl I 'WALL SWITCH WALL SwtTCH& A, OUTLET OUTLET (OBSTRUCTED'- ti i �1 u r <. PLAN VIEW T� "RE FLOOR MOUNTED TOILETS \` � � � ACCESSIBLE LAVATK�RIES DOOR SIGNAGE d \a ,oma"°' NOT TO SCALE °„ „,.a„„.,,,o,„,,NGT TO SCALE { \ ? NOT T4 SCALE „,,.�..,,,,,,,,,,,„,„,,,,, NOFT4 SCALE _ I - - A. Consultant I LIGHT - ELONGATED a NOTE: '� MIRROR - SEAT COVER u j IF X=36' MIN., Y=6CY' ` c DISPENSER m r-- I 'J4” MIN, 2" MAX :-PAPER TOWEL DISPENSER 7 IF X=42 MIN.. Y=54" \\ X42" GRAB BAR > NOMINAL OUTSIDE DIA. -PAPER TOWEL DISPENSER&WA,STE CIRCULAR CROSS SECTION RECEPTACLE PUBLIC TELEPHONE---- x j BRUSHED ALUM. OR STEEL > 1 HANDRAIL WJ RADIUSED------- SOAP RIAB BARB : ---TOILET PAPER -- WASTE RECEPTACLE SHALL COMPLY w _,._., __. HINGE SIDE APPROACHES t- x / T I ! I F r WITH CBC 7140A T- % FEED TYPE ROLL DISPENSER RNAPKIN C f ENDRETURNSROVIDEA T BOT H \�-GRAB BAIT I 'i - LAVATORY I 3d'GRAB BAR � # -FIRE C U f� END, PROVIDE AT BOTH j � NOTE; SINK (ALLOWEED AT 36" ? j ..-. yyAINSCOT I ��4` TINGUISHER IN m T Pd,IN. SIDES OF STAIRS r''" �I ,/ T j APP` TANK TOILET) ! :-WATER FOUNTAIN 'y I : Y 4fl IF DOOR HAS CLOSER'WA NET �� -.-`{ I.' '- �'i CABINET • a8`MIN. z ! ! r�L_ ._...._. - _ .__ b - -,�` ` ! 11 { f li 24 CE"12` T 1 1 5 1, O ¢Y : T { w I I' : �- � : ' \.j ! i : j I � { �i yr_—.. ✓,i i j ! y - 1 ' � G za Z 2G , ! t i 1 E, ' � V MN. /=, '� Ta 1I 00 / / { `.'T V `�•,, --- 4.to— Ply—".a-1.. 41� 1 --'—�I 1-: ! 1� t+tL, LL u - i.. - . - ` CEEARANC , ; MIN, - ... -- -- 1 ' I 1 : i 1 K❑ - U RI 1 ...-GRAB BAR T ate,_ �5 IINI �5 Imo, ` ! x ?- ¢ j ,r „-_ v,-.�,-,r{- i = v_ '1 1 3 41 J k P--.1:' i S _ m- u'. I /-....._. DOER PERMITTED TO "11 ¢ z _z,i`_ '� ' i I J." s to // SWING OVER _- is 1 0! iy lig i �� ',.i "' i j Y Wj zx J , I cn ev 1 , 1 It rn Ix ) I 1 r.: i N II Z SO u. HATCHED PORTION -__ .. cN � ! ( I i._ ' ~ -----_.-- ------ --�.s� - �J - - i _ 1 a OF MANEUVERING , _ I �.. r 1 NOTE: T `( l4"- i' a: ..._` Q Q '.- ,�„ SPACE Y=54" IF DOOR HAS A CLOSER ` 6' MIN. wVIA \ LAVS: INSULATE HOT WATER LINES & MIN FROM Y A L s -`-. T� ! - - 8' MIN. KNEE CUR. - 24 EXTEND IN s , IS _-._.-�--�1�,-._.' cv i TOE CLR. P' DRAINS, PROVIDE 3D"X48" CLEAR -URINAL d' " FLOOR SPACE FOR FORWARD VIN, 1 FRONT OF O - V -.--.---.. 61, MIN. LATCH SIDE APPROACHES 'MIN. APPROACH -MAY INCLUDE KNE ( 54":Mlh. TOILET NOTES: �� F_ it -'l TOE SPACE -"_' - 1 REFER TO PLANS FOR SIZE ANGIOR LENGTHS OF GRAB BARS, TOWEL BARS, MIRRORS, COUTNEP.S, ETC. : � Im CONTINUOUS RAMP EDGE PROTECTION-� NOTE, 2. OPERABLE' PARTS OF ALL FIXTURES OR ACCESSORIES SHALL BE LOCATED A MAXIMUM OF 40" ABOVE THE FLOOR. O REF 116-604,3.7 LL. DOORS IN ALCOVES SHALL COMPLY W?TH CLEARANCES FOR FRONT 3. NOT ALL ACCESSORIES SHOWN ABOVE ARE?NCE_U`JED-SEE PLANS FOR LOCATIONS a I ELEVATION TOILET L .- I S TI I NOTTO SCALE NOT TO SCALE NOT TO SCALE NOVO SCALE 3G - R FAUCET W( LEVER TYPE CONTROL "� ".._' " -... - - J 36 --------ACCESSIBLE SIGN ¢ U NTN. +,Tax ...-/ ---REQUIRED CLE Z NOTES: 25"MAX tJ,IN. SCION. J �.-- "__... __._ __.. ra< U -i OL . .._ r ' /J _ z I. FAUCET ^QNTROLS SHAI..L BE &' MIN. __ .._.___„` _y,_ ,,: ,8 MAX, 18 MIN ' r A0 22 , / 4!� TR WIDE STRIP bf W ¢ _ ! ---+--IE..,,�- ` —REQUIRED CLEARS?ACE 8 Y f-. OPERABLE W) ONE HAND AND \ - UNCATED DOMES t? r D ! zac' sao� ; {, -k _` ', 1-t, :� �+ f._- _. ___40,,..� SHALL NOT REQUIRE -.. -q bU :MIN. j ...---_____ ACCESSIBLE SIGN - �� -_ : w GRASPING, PINCHING OR 0 / // _ $' GS TWISTING O^'THE WRIST WITH A- , . -"- i , -- - i a F SIDE Tj N! O:'v, FOR^E REQUIRED TO ACTIVATE C f. �� .l ? i _. ,..r I, z C �: Lt! 7 - .;.E j -(� ®® 6 'AT 8.93% 8.33% ( ``\A0.22r 7 F .ns. ... AT iJ i'"_\ ,- O' VIEW -��L. .r - d U U T vi c .. z ?' - x i - MAX. �: r ,MAX. _-__"_._..-.._._. 1 Z ¢ E + \ x tLj -+ [' ;3 CONTROLS NO GREATER IRAN 5 - \ ' j .[, :. ', z D �A0.22� SHOWER II _ 'v < _:..-_—� .....} as T t DETECTABLE WARNING �„I Ori v ! sa nrz` f177...._. / /'1, i +"7 1 T •_� !� U _ z 4>Sa z I. { ,. m - w :i %-�� r< I / ` STRIPS OU O ._. _ �. d, .q.. m g - POUNDS. `,: I -_ - [ , + ... _ V / - <. = _ _ 2. COUNTER HEIGHT AT INDIVIDUAL NN , .0 z j 3_; z 1--. _ _.._ I , _ ,r I.__.__---.WHEF.I.5T0, O L.L . j -d—ter \„'_/ ti`__� l : + �-' t" emu mIM DWELLING UNITS ALLOWED AT 3b" : ..-_. i Z TA0.21% : Z "v _......._. _ - ! ErevAT:eN colo I A , _ - - ----. __ - -�.�' I ., g ry j' '1 ___ i--. .. 3,: ,N€DE BLUE PAINT N < fit^ . T8"MEN, KNEE CLR. ITERS ATCOMM434" MAX.ITCHEN _ _ ., ."- _- � _- YP, GRA$ BAR f.. V c i fi r/ II STRIPES AT 36" OC. W( =' < 6.✓ `Y j T T G MAX X` r, -, - x -f\ \\ MIN. MIN. REINFORCEMEN `' < -e-'- • � r "NO PARKING" IN 12 "TALL p p ` Y _+' '-REMOVABLE BASE \_ .. t i �I LETTERS �'+ i✓ TOE 17" .FINISH FLOOR BENEATH THE } ,F T } t CABINET ': __... u 25 „_........ ®' /// S -SURFACE OF PARKING NOT TO SCALE G.___-..,-„�,,. CABINET KITCHEN SINK COUNTER AREA ELEVATIO PLAN ELEVATION €..-=_�I::.. E ii i G m \ a •',� MEN, k ! �r� v__..t-. --.WING WALL 'o SPACE & ACCESS AISLE '= 0 h. [,� i 4B” MIN. SHALL BE EXTENDED TO THE WALL N Q li B4O 1 . 4 ZDIG fi LAVATORY CLEAR I \AG:22+ 1 (WHEREOCCURS! x NO T TO EXCEED I:50 Eyp ,9 MAX. rCOUNTERTOP r-1 SPACE I y e� --'� --- 15"MIN. HIGH GRADIENT I2%SLOPE}IN '-U --REQUIRED CLEAR SPACE BETWEEN , 11` t pw ®i 17"-2S MIN. WATER CLOSET T ANY DIRECTION w m V_ CABINET DOORS IN OPEN r - -� c..� �--WATER CLOSET CLEARSPACE"'�II ��\ f�T CIAPAVEMENT G H2, zEO { ..-CO Cef ACS f M/I POSITION r./ _.� .. 1 ;� T I`r � N \ 4Q ' r' f-- I .....I. _ - _ - - r- 54" th'ALL MOUNTED .<'W* T f—' "' / } M2" '2 /" -I' , FLIP IFP GRAB BAR N_ - 1'AO 22/ O¢ �'i..F 0 36' r MIN, + `1 , ,J d8".MIN. W1 LEG, PROVIDE 5 `-- `� N. PLAN z NOTE: / i� ^y VIEW 1 � -' WATER SUPPLY AND DRAIN I' ' - w! PCO - MIN, ' U 1 ,,, BLOCKING _ r' PIPES UNDER KITCHEN SINKS" N ( __ : O`-' F _..__ 60'_. _._.._ . , ' 1✓' - BATHTUB, SHOWER R-O":VIN, CAR�S'-0"ANN. X -Ur MIN CAR F } SHALL BE INSULA"FED OR '� `-" - - OR WALL, SEE PLANS ` '1`' U � `c ,� c- 1?.'Te11N. VAN w - N H/? SHALL BE NO SHARP OR SECTION E'7 u _. _._ _ �_._.__.,_..._. ...-....--8'a"WIDE MIN. AT VAN, z A, REMOVABLE BASE ABRASIVE SURFACES UNDER ACCESSIBLE SPACES -- >Y KITCHENSINKS. z T CABINET REF t A-91,1 REFER TO 31 PLAN ¢ i �+ U I z .. ,/F10 SSIBLE IT I L T T L T TE CLOSET T LL I T SIL I SPACE I �m NOT70 SCALE NOT FO SCALE ,„„".,,<,,,�. NOT TO SCREE,,,,;. ,„,",„.„„_, SSSS, MOTTO SCALE {, ,�,°,,,�,,,,,°,,.� NOT TO SCALE°- --- A r --NAND--! IELD SPRAYER UNIT TO BE AS WITHIN ice, a Lu x 27 FROPIX SEAT MOUNTING WALL ,'i : ”' RUNNING ` / <__ _..._.... --.. 7" X 70" S}GN-PORCEI.AIN Oz z So `- 1 WATER CONTROLS SHALL BE OF A SINGLE LEVER I - w SLOPE 5% MAX. - .� 1 ON STEEL. BOLTED TO a L_ -. -.......-_I H ___-_ .--.. WALL ASSEMBLY. SEE PLAN / DESIGN AND SHALL NOT REQUIRE TIGHT GRASPING, ! Z �`' T L" MAX. N GALV. STEEL POST ,K 60 INCHES ! T -SHAPED SPACE FOR ISO * ` : , ( PINCHING OR TWISTING OF THE WRIST, FORCE TO � U _.I x— 1 4 4 U . DIAMETER SPACE " ..'. DEG. TURN ' . .CROSS - - --- I ACTIVATE CONTROLS SHALL BE LESS THAN 5 LBS, ?\V U Lu 0 - SLOPE 2% - v - f xt 22 MIN. T, To-. w w .....a T MAX, v ° - _.L____. _.. .-. `K 23 MOX. FOR WALL MOUNT ...-' Ttz"„I.. 3 G _ 36 ''",�-._--16 GA. X 6` FLAT METAL 7t -. -FESS to G -.Y--- �A 4iA--- t G s :,r _ _ - ._ . 4"T.. ._ STRAP 5 METAL STUDS 2 ( z Lv CCE SIBL� ka "r TI -'u -e --.-. .. NV;. +`e. 4” ..,J T = _.-L 1 7"X&'SIGN-PORCELAIN " O ,,_�-�• I-., b t 1 1...... ( M€N uM. �= 1 Y t'T.. 0.., LTJ x 32. x < ON STEL... BOLTED TO POST. + �', .-.y� A O < L.LI j d d T - U ..-80ABOVE.., -- �G 3:-0"X3-0`IBA, PAINTED 1-- 4/7 cs M{N. SLOPES ..7 Fi2' T :: ? SSSS G r _ --..[FINE 2_5�. 7„HIGH WHITE LETTERS ON x N s - . 114” OR 1-112"0 GRAB IF- c -s �_ x . ( "-"l ADJACENT GRAD_ RLOF 8AC'K[,ROUND BAR, .k` : <n C ¢ - - PARKING SPACE ,n� C� "a CHANGES IN LEVEL ! 1 '`' N COLOR: BLUE I .3b'CLOt GRABBAR_ ,1f--'„ +3B"CL Of REAR GRAB •- 't A z CO ! I R055 SLOPE "1 00 -•, 1 = }F y?,� , 2l MAX. , ,.�..__.-.�._....., . o ,�i�, Y` i-7- ,' ., : BAR TYPE �. 4 .# ;e r .! _-_.-PAINTEDU ,-..CROSS SLOPE OF l .... ' " x - - __ LANDSCAPING OR CONC. 1 S`T X,, w LANDING AREAS NOT T4 T A, COLOR: 4`HIFE WATER CLOSETS \ , `�' - i- 9 EXCEED 2% IN ANY � � 1/2' MAX. BEVELED a i + i.. '�. j I : . j- � �- SIDEWALK i5H0'NN DASHERf ADJACENT SURFACE, 4" � ----,-� THRESHOLD `a I _ WHERE OCCURS. SEE SITE L� ;',�" +'3`.� � i T o Q 37' 1 X 4" MAX. @ MAX `c :. ('. ( LAN ,:3 `PurMN�A' M °m-' /^y , d , CLEAR I 2 1, MAX., -\:I e- ---.. P A. 'kT w 0 MIN. .. ,LANRSCAPING T ',T z; -__., .. :T'$' a. x.Tt. Y-,',�:,.,,+ ` 60' MIN, . ,, 1 T SPACE __. TS 2" X 2" X 3116" GALV. PAST. 2x Tr, v a; s - - ---- ` {E SE :.. ! " 'v`°iN .._._...�1 s -'-2X6 FLAT ELCK'G ZN WOOD 4.' ` ---CON.'" c ^4„ki`�k`^"'3.,i. ""�:z ';':arm it < v F� I 36" .; z „ ��'------------ -- _�iS`Mlhl M T' .___......_. FOOT€NG ,"ti6v,< i'rN y' +dk Jy :i�J {- 7 , ,. „.� lb MAX. , ^ -,z... . wz T ------'� a= NOTE: uj 6o°MIN, .,�, L WE T -3,_ - NOTE: GN 15 -LD H 15 � J — _--_.— --___ _ -SHO RSEA ESI FASTEN; <. -.- .-.... -.SLOPED WALK NOT TO STAINLESS STEEL GRAB BARS TO STRUCTURE, USE J EXCEED 1:20 GRADIENT. ! �� SHALL BE ABLE 7O Y+fITHSTAND ;a U MINIMUM CLEAR WIDTH MINIMUM CLEAR WIDTH 48' MIN. FINISH TO BE SLIP 250 LBSIFT IN BENDING, SHEAR MECHANICAL FASTENERS. Z d —I FOR SINGLE WHEELCHAIR FOR TWO WHEELCHAIRS — 5'Mnl. 2" MOUNLSEALANTI HALES. ¢- r- RE,fiISTANF (MEDIUM AND TENSION 1 MOUNT AT 3b"' O -�- PLAN id MAC ` TJHI I L° I E I L 1 SI Sof E' 1 iLITCAS NOT TO SCALE WIDT NOT 7O SCALE ,,,,,�.,",,.,,,„ 3"=i'-0" _ �,. NOT TO SCALE _ _ NOT T05CALE -,>� CL to ALONG f RAMP OF - _�. __ . _. -. �__-._._._ 1. SIGN SHALL BE POSTED IN 4811P.AIN� s 2"ffiV`' ,. .AREAS NOT TO EXCEED 2 �G u a C`d 48" Mlk*I. 48` MIN. .. r NOTE: !-- n �`.--------- CROSS SLOPE OF LANDING d > ___-._ ..... y -...._.._......_.. ; ..,2"GROOVED BORDER J�% ` CROSS SLOPE O? LANDING , ;� E'4, G TOP O O RECTANGULAR ! x "'� 7 A CONSPICUOUS SPACE AT -.. _._._- ,R .. SN ANY DIRECTION n J r : AREAS NOT TO EXCEED 2% CROSS SLOPE OF LANDING �' ', - LEVEL SURFACE OF WALK, - w z " \ ,t'` GROOVES APPROX. 3(4" O.C. SHOWER SEAT Ej EACH VEHICULAR ENTRANCE �,', - _ �S6.s+'� 12"GROOVED BORDER a O ''¢-- - - % IN ANY DIRECTION - - - -]'- AREAS NOT TO EXCCED 2o;S \ :.% J/J_____ �_ ONTO PROJECT SITE. _ - _ ' C: ! 7 IN ANY D€RECFION. r8, -_ / I f........____...____- -,I L - J 2. WHERE SIGN 45 ATTACHED " ",. 'h ALONGTOPOFRAMPOP w�NO REVISION DAT- G € ---12' GROOVED BORDER �� _ ' I �- , _ j 4 -I -... ,w.::� T- ,v ` LEVEL SURFACE OF WALK '- -� -... -.-_ - ALONG TOP OF RAMP OF - i 12' GROOVED BORDER 'Tiif - : ___-...._ T o j TO STRUCTURE, USE n- 9° S Z tw r,Tn+�Nvrr',isu„-MinnT rrt,rnals' - T i 4 z m GROOVES APPROX, 314' O.C. w I LEVEL SURFACE OF WALK. I ALONG TOP OF RAMP OF \ v /\ :-., -' e f z' unauthanve vehicles MECHANICAL FASTENERS, ,-�� Oro. GROOVES APPROX. 3J4" O.C. _ .-.._. I j LEVEL SURFACE OF WALK. \ .,,,;i- , � i., parked in designated INS LANT IN OLES. => i "' t° % . °� -CONC, CURB, SEE SITE PLAN U Q y r� TAL SEA H ... -._ ;. J f--:. , GROOVES APPROX, 3/4 O,C. \ �'' ? r - -._`A- �'--2 112 MAX. accessible s{4aces no± MOI. NT AT 36 Cti j A*, - SLOPED WALK NOT TO z U t_._ LANDSCAPED AREA -- - / - 1 '� �''-,t FLARED SIDES 7:10 SHOWER HEAD- 27":41AX. display 3n '� av"',a ' _ __. LANDSCAPED AREA 1 yb o / r ''\ ter- -.__......-._-... y 9 ( EXCEED 7:12 GRADIENT. ....".,.._ . , . _ -----.--SLOPED WALK NOT TO d RR x ' f — CONC. CURB, SEE SITE PLAN '.:',t MAX SLOPE FLEXIBLE SHOWER ! 19"MIN. distingub�red placards ...._- `.� 36 FINISH TO BE SLIP RESISTANT a z -__..-_.-..... -....____._ T T REFLECTORIZED SIGN OF O O T'+ d EXCEED 7:12 GRADIENT. o C m ¢ + ! ,. -_..__-..TRUNCATED DOMES SPRAY HOSE, MIN, \ - or sire lal kcense -:-`PP , i „� nG s' = ¢ PORCELAIN ENAMELED Xyt`X' INIEDIUM BROOM OR EQUAL.) <n m I FINISH TO 8E SLIP RESISTANT cn Cc R: SLO ..D'WALK NOT TO ',1 "A .f' - --... SLOPED WALK NOT o 58"LONG ' Karen !set es for -- z -- :;7 EXCEED 7.Pe GRADIENT. 5 -„^,; '� CONTROL AREA persons Bh isdellENes STEEL VJJ23; 8"GALV. STEEL vt4.-. z µ.Y i ly',\ ,°°°. EXCEED 1:12 GRADIENT. € ; TRUNCATED DOME$, U r- !, C1 ° (MEDIUM BROOM OR EQUAL) O FINISH TO BE SLIP RESISTANT _Lar^ \ �\ I\ _. , 4 will be to o away at BOLTS FASTENED THROUGH Z B, lbs ti ,� z iii "',s. "• K” \ FIN€SH Ta BE SI IP . +1 �' ""._""`"- '." '. P}PE - - WIDTH OF RAMP X 3'-0" w O (MEDIUM BROOM OR EQUAL ! `r \ TR.,NCATED DOMES, -^a f I ) 1 ,::.EI `. RESISTANT (P.hFI;IUM Ivy -1 owner' a ense. _ K`OeI ' ......._ FLUSH TRANSITION WIDTH OF RAMP X 3'41 f €t° i•,',1� A BROOM OR EQUAL) y � J .._____ _ _ . _____. __.. wed N es may 1 BLACK LETTER ON WHITE- .. TRUNCATED DOMES, '!4 r-' / \ 'Ti�-/ FLUSE' TRANSITION j - ,ry p` $ Tobe re Tai Eed at BACKGROUND s l.- `;,r ....---AC PAVING w...;< o ^� .",.�:;; I WIDTH OF RAMP X9'•0" T-` .. A --............-. _..,,".. _ _.- _ . �.er .J c _ +T' A .,.. ..-.__..._,_,. ..,.., ., _-._. FLUSH TRANSITION _wy� \ - ._ i` O x `8 or by lap oning __ _ ... � -. -., , r-1 4 O .___ 3 — BUILDING FACE OR CURB, O'" +80' ABOVE 4 ::- s' _ - F O —....-.. -.-CONC, CURB, SEE SITE PLAN \ ,yd^ -'}, m ! ro z �_._- ADJACENT GRADE I $ SEE SITE PLAN z - i ,-_' 'S 4 FOLDING. ...: - . " O = I p a . J < a AC PAVING �. T x O O' 1 ': '` d PTcr ect \ M' SHOWER SEAT, ,: I +` I' FLUSH TRANSITION i °--- AC PAVING x. m I Z _._..,..__ a: v'-' w M A 18039 d AC PAVING 2% MAX SURFACE- `z;-_-_--.' -- 2"DIArMETER GALV. PIPE, :�"z I „+z:' + K I CROSSWALK STRIPING '�' CROSSWALKSTRIPING SLOPED; O FOR FOOTING REQS. 4i Oi"I¢ h' L -. -__CROSSWALK STRIPING. TVP. �. N, - , SEE �� `" ms xw" K h x Rafe ! �,`- f - 1 H4 '\, f. z x March 29, zing ELEVATION 4022/ Shaer D u E f REP 7 7 A 9H G + S� B CUT RAMP 10 CURB UT { E UT P S STALL SITE E w NOT T RAMP m Do flB NOT TO SCALE NOTTOSCALE ,•,,,,�,,,„°°,,.SSSS NOT TO SCALE NOT TO SCALE 6...5".,,,.6..Sw. NOT TO SCALE B„�.....,.,»". __._... s4 T_.. ,. r - 5 ....-. 4 NA 72 I1 i0 9 $ 7 b a m is E > )I I