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HomeMy WebLinkAbout6.9-217t S.P.R. NO. 14-0198 L CITY OF BAKERSFIELD, CALIFORNIA OWNER: WOODBRIDGE PACIFIC GROUP NAME 27271 LAS RAMBLAS, STE. 100 ADDRESS MISSION VIEJO, CA. 92691 CITY, STATE, ZIP (949) 254-3225 PHONE # GEOTECHNICAL ENGINEER: SOILS ENGINEERING, INC. COMPANY NAME TONY M. FRANGIE PE NO. 39549 ENGINEERS NAME & LICENSE # 4400 YEAGER WAY ADDRESS BAKERSFIELD, CA. 93313 CITY, STATE, ZIP (330) 831-2111 PHONE # GRADING CONTRACTOR: COMPANY NAME CONTRACTORS NAME ADDRESS CITY, STATE, ZIP PHONE # BENCHMARK USED: TOP OF CONCRETE MONUMENT IN A LAMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13-30/26, BEING ABOUT 50—FEET SOUTH OF THE RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION = 354.13 BASIS OF BEARINGS: THE BEARING OF N 00'57'45" E ALONG THE CENTERLINE OF BUENA VISTA ROAD AS SHOWN ON PARCEL MAP 11838 PHASE 2 RECORDED IN BOOK 57 OF PARCEL MAPS AT PAGE 169 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. LOT 39 OF TRACT 7246-1 AS PER MAP FILED IN BOOK 61 OF MAPS, AT PAGE 139 IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING A PORTION OF SECTION 13, TOWNSHIP 30 SOUTH, RANGE 26 EAST MOUNT DIABLO MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. w 'Il I I04j L—� L 1 1 11 1 1 J g! �a,__ rn.- a,__ STOCKDALE TR -6223 "1-7' w TR -6001 'C' LO_L� '� w in HIGH L -J L-� � I� 'If� SCHOOL WHITE LANE VLOT 1 PM No. PARCEL 4 No. 11861 P A EL 4 PARCEL 5 PARCEL 6351 ]_[ ? P.M. 12100 P.M. 12100 PARCEL 1 I PARCEL 21 PARCEL 3 P.M. 12100 MUIRLANDS PARCEL 13 I PARCEL 12 P.M. 12100 P.M. 12100 VTPM 11838 PARCEL 11 P.M. 12100 PARCEL 10 P.M. 12100 REMAINDER OF PARCEL "A" OF P.M.W. 08-1182 LJ of w m Of Lu z �- LOT 1— I C LLA No. TR -4861 ocPR JECT 13-0176 SITE j t- ARCEL 7 01000 P.M. 12100 w N w zo 5;r �� oma 1TR-6116 \ a a t- �.O Gs PARCEL 9 PA K P.M. 12100 DRIVE rna z° � w TR -5135 o Q o m UJ J LOT 4 LLA No. TR r 5186 12-0133 1" VTPM 11838 -N- WEST MING SPECIFIC PLAN AREA VICINITY MAP NO SCALE ABBREVIATIONS TYPICAL ALL SHEETS UNLESS SUPERSEDED BY SHEET DEFINITION EX EXISTING VC VERTICAL CURN.fE FUT FUTURE BVC BEGIN VERTICA_ CURVE FG FINISHED GROUND EVC END VERTICAL CURVE FS FINISHED SURFACE PRC POINT OF REVERSE CURVE FP FINISHED PAD PCC POINT OF COMDOUND CURVE FF FINISHED FLOOR L7 ON THIS SHEET NG or OG NATURAL/ORIGINAL GROUND MAX MAXIMUM EP EDGE OF ASPHALT CONCRETE PAVEMENT MIN MINIMUM AC TOP OF ASPHALT CONCRETE PAVEMENT TYP TYPICAL AB AGGREGATE BASE EL or ELEV ELEVATION ASB AGGREGATE SUB—BASE BDRY BOUNDARY CL CENTERLINE R RADIUS DWY or D/A DRIVEWAY OR DRIVE APPROACH L LENGTH FL FLOWLINE AF ACRE—FEET GB GRADE BREAK SF SQUARE FEET TOG TOP OF GRATE/CATCH BASIN INLET LF EA LINEAR FEET EACH TOC TOP OF CONCRETE CY CUBIC YARDS CONC CONCRETE ESMT EASEMENT BW BACK OF SIDEWALK RW RIGHT—OF—WAY TC TOP OF CURB SD STORM DRAIN BCR BEGIN CURB RETURN CB CATCH BASIN ECR END CURB RETURN SWR SANITARY SEWER PI POINT OF INTERSECTION MH MANHOLE EC END CURVE WTR WTR BC BEGIN CURVE G GAS PIVC VERTICAL CURVE POINT OF INTERSECTION REQ'D REQUIRED POVC POINT ON VERTICAL CURVE ALL CONSTRUCTION ACTIVITY, INCLUDING STAGING, SHALL BE WITHIN THE LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL OBTAIN A COPY OF THE BIOLOGICAL CLEARANCE SURVEY FOR THIS PROJECT. CONTRACTOR SHALL BE SOLELY LIABLE AND RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS OF THE BIOLOGICAL CLEARANCE SURVEY. NO STAGING, GRADING, OR OTHER DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS SHOWN ON THIS PLAN. SHEET INDEX 01 TITLE SHEET O STANDARD NOTES SOILS REPORT RECOMMENDATIONS 03 GRADING & DRAINAGE PLAN SOUTHWEST QUADRANT ® GRADING & DRAINAGE PLAN SOUTHEAST QUADRANT CD GRADING & DRAINAGE PLAN NORTH PORTION AREA © GRADING & DRAINAGE PLAN RESTROOM - POOL EQUIPMENT AREA O STORM DRAIN PLAN LINE TABLE LINE BEARING LENGTH L1 N 5520'06" E 251.C7' L2 S 69'23'52" E 34.9T L3 N 51'41'19' E 130.53' L4 S 24'26'41' E 124.62' L5 S 47'25'09" W 115.11- L6 S 11'56'54" E 16.88' L7 S 46'41'35" W 106.61' L8 S 4328'20" E 1258' L9 S 4534'30" W 120.01' SOUTH HALF ® STORM DRAIN PLAN NORTH HALF 09 STORM DRAIN PLAN STANDARDS NOTES & DETAILS GRADING QUANTITIES 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 0.10' FT LOSS DUE TO CLEARING AND GRUBBING OF THE SITE. THE ENGINEER MAKES NO WARRANTY AS TO THE ANTICIPATED SHRINKAGE FACTOR. CUT 3,900 CY t OVER—EXCAVATION 1,587 CY t FILL* (INCLUDES OVER—EX.) 1,589 CY t EXPORT TO PASEO (ADJACENT TO PROJECT) 1,910 CY f COMPACTION FACTOR 125% ON—SITE GRADING AREA*** 2.18 GROSS ACRES PREVIOUSLY PAID HCP FEE AREA*** HCP FEES DUE PER THIS PLAN*** 0.00 ACRES *FILL QUANTITIES ARE "COMPACTED IN—PLACE" VOLUMES. CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 89.00' 127.56' 8210712' 77.53' C2 68.00' 51.87 4342'21' 27.27 C3 2302.00' 97.19' 2'2508' 48.60' C4 25.00' 8.65' 19'49'15' 4.37 C5 50.00' 154.08' 176'33'57' 1667.84' C6 50.00' 71.52' 81'5728' 43.43' C7 2302.00' 2234' 033'22' 11.17 C8 68.00' 1 51.87 434221' 27.27' iii � � • iii TIAL'DLL FREE 1-80x227-2600 A7 LEAS" TWO DAYS BEFORE YOU DIG Thi (33RADIN., PLAN as sh)wn on this drawing is hereby approved, subject tc ar y inl,cated correcr,ons or additions. Approval by the PubNc Works De^arirwnt and Budding Department indicates approval only as to design .,, .-ria osod and cootormance to Cdv Standards, Codes and Offhnan;=s Eng,,w., tot we,;rharvrderordevelopershall beresponsible fx accu,,+ _ � t,+(, tatinr,, for this Alar and shall subrnd a certified'as- gradEW ; •a, vl -r compietion of the grading. AF�P�fRCy,VEC BY: � 6-1-ri Public Works Department tJ Date ,,(( r Buildifr__, f -pI,," �rt Date N OTE: IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009—DWQ AS AMENDED BY ORDER 2010-0014—DWQ AND ORDER 2012-0006—DW-.) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH -HE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C370239 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJE'T. NOTE: AN OPEN STREE- 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 ENGIN=ER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. NOTE: THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2%. U — z�Ow wZEr-- �- vwimwzww¢i=w0 )F 3^,...-Z z C11) a ZUFz1w=p to w azrnOWm�- Cs, zXc*mwU) C73 Z w it 0 0 D 0 a:LIJ W x J co � � Z co wiow=wviLU LL == N co��M-: Z21Y m Lu U M Z�WO O W !wa=Z OzOwLmrD co ¢Ox P?xwz U "a CO aI- ¢ - P- t - x - ^ z z � 0 z} LL V ¢ w Y -LL U U¢ m v w rn W Wwrn mZ� L C7 C7U) z: P0OOo .Y LL w w� j O V Z S wLu m ff Z OwZQwMW W ~-M0 W m N m W i�Qil~x 0z u, 000 LL ILL z- it N 06 W a) CYi OO§Q3wwOzaa �Wv ��ZrR� 2 C� Q O w 0 S p Ei U of ti V U) R w i= < UJ F- rL Ui N 0wZwX:0Lu aY W W r� FwoZ=UpOzZC (V CO v=UwtZdwzQO" w' Q C� GL -CD zaz- Of 0 a-MU)<avwFn Wm LLLL 0 c_ tnwZxF- QwwwT ZIL it —E— cr)V) w m W W j � g F' zI-i>0 0co LLk �DiYwwxWOw Ow wcn-J! W �wZ>CD Eg C0 0 C>0-7rwn-Z,zz : ¢w2ww_�0>� wwWitwo�wz GO r\ C I Ivl /-\ r SCALE: 1'=60' COB RECORDS No. GytkEER Cn CL M Q W 3 M _> U �� � & 0Ir Sl03M 0� z W < Iiii- I Z 0. w 0 W � ! Q a ~ W Z Z d- r ® cn _C)w r � E JI cOf 006t a Za C_ 0 Vj I c9 0 rr I L 0 a oj E w E coE t i c a 0 c� c f U rn z O w w DATE 5/30/2017 PA JOB No. 2750J SHEET Q) 0 C1 E 12000 CAMPUS PARK DRIVE SPR No. 14-0198 in PERMIT No. 17-40000028 OF 9 SHEETS w o 0 � L11 0 O LU W z v CL z J m Q w w 3 ` LLI U 3 O LL > IL rrLL 0 n GytkEER Cn CL M Q W 3 M _> U �� � & 0Ir Sl03M 0� z W < Iiii- I Z 0. w 0 W � ! Q a ~ W Z Z d- r ® cn _C)w r � E JI cOf 006t a Za C_ 0 Vj I c9 0 rr I L 0 a oj E w E coE t i c a 0 c� c f U rn z O w w DATE 5/30/2017 PA JOB No. 2750J SHEET Q) 0 C1 E 12000 CAMPUS PARK DRIVE SPR No. 14-0198 in PERMIT No. 17-40000028 OF 9 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 THEITY RIGHT-OF-WAY C 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 DAMAGEDRUN 0 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. 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. 14-15103g, DATED MAY 12, 2017, AND ANY ADDENDUM 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 THE BUILDING CODE. 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 WITHIN 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 VIDE TO 20% OPACITY B. LIMIT ACTIVITY TO PERIODS OF LOW OR NO WIND, OR CONSTRUCT AND MAINTAIN WIND BARRIERS SUFFICIENT TO LIMIT 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 SJVUAPCD. 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. GRADING NOTES CONTINUED 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. 12. ALL ONSITE OR OFFSITE OBSTRUCTIONS SHALL BE REMOVED BY THE CONTRACTOR AT THE 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 TO BE 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 FILLED OR 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. 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.) 30. 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. 31. 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 PROTEC11ON 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. 32. 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 WILL NOT AFFECT DRAINAGE FROM OR TO ADJACENT PROPERTIES. SOILS REPORT RECOMMENDATIONS THE FOLLOWING IS AN EXCERPT FROM THE SGILS REPORT PREPARED BY SOILS ENGINEERING, INC., PROJECT NO. 14-15103g, DATED MAY 12, 2017 FOR THIS PROJECT. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF THE SOILS REPORT. RECOMMENDATIONS I. EARTHWORK 'EARTHWORK SPECIFICATIONS,' IN APPENDIX A ARE PROVIDED FOR GENERAL GUIDANCE IN PREPARING SITE GRADING PLANS. IN ADDITION, THE FOLLOWING SPECIFIC RECOMMENDATIONS ARE PROVIDED AND SUPERSEDE THE LATTER WHEREVER DISCREPANCIES MAY EXIST: A. COMPACTION UNLESS OTHERWISE SPECIFIED HEREIN, THE TERMS, °COMPACTION," OR 'COMPACTED,- WHEREVER USED OR IMPLIED WITHIN THIS REPORT SHOULD BE INTERPRETED AS COMPACTION OF 90 PERCENT OF THE MAXIMUM DENSITY OBTAINABLE BY ASTM TEST METHOD D1557. B. OPTIMUM MOISTURE THE TERM, "OPTIMUM MOISTURE," WHEREVER USED OR IMPLIED WITHIN THIS REPORT SHOULD BE INTERPRETED AS THAT OBTAINED BY THE ABOVE DESCRIBED TEST 'AETHOD. C. STRIPPING PRIOR TO SOIL COMPACTION, EXISTING GROUND SURFACES SHOULD BE STRIPPED OF SURFACE VEGETATION. A STRIPPING DEPTH OF ONE INCH SHOULD BE ADEQUATE. IN NO INSTANCE SHOULD STRIPPED MATERIAL BE USED AS ENGINEERED ALL OR BLENDED WITH AND CCIMPACTED IN ORIGINAL GROUND. D. GROUND SURFACE PREPARATION PROPOSED STRUCTURE AREAS. 1. EXCAVATE EARTH MATERIAL TO A. MINIMUM DEPTH OF ONE FOOT BELOW THE LOWEST EXISTING GRADE IN THE PROPOSED STRUCTURE AREAS. 2. THE BOTTOM OF THE EXCAVATION SHALL BE REVIEWED BY THE SOIL ENGINEER OR HIS REPRESENTATIVE PRIOR TO ANY BACKFILL OPERATIONS. THE TOP TWELVE (12) INCHES OR MATERIALS EXPOSED AT THE BOTTOM OF THE EXCAVATICN SHALL BE SCARIFIED AND COMPACTED TO A MINIMUM OF 90 PERCENT OF ASTM D1557. 3. MOISTEN EXCAVATED AND IMPORTED SOILS TO NEAR THE OPTIMUM MOISTURE OR TO A MOISTURE CONTENT CONSISTENT WITH EFFECTIVE COMPACTION AND SOIL STABILITY. COMPACT MOISTENED SOILS TO A MINIMUM OF 90 PERCENT OF THE MAXIMUM DENSITY OBTAINED BY ASTM TEST METHOD D1557. 4. WORK TO LINES AT LEAST FIVE (5) FEET BEYOND THE OUTSIDE EDGES OF EXTERIOR FOOTING AND TWO FEET BEYOND PAVEMENT EDGES EXCEPT WHERE EXCAVATION MAY UNDERMINE OR DAMAGE ADJACENT STRUCTURES OR UTILITIES. PAVEMENT AREAS: GROUND SURFACES TO RECEIVE CONCRETE DRIVEWAY AND BITUMINOUS PAVEMENTS SHOULD BE SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF 12 INCHES BELOW THE GRADING PLANE IN CUT AREAS OR TO 12 INCHES IN AREAS TO RECEIVE FILL ENGINEERED ALL PLACED IN PROPOSED PAVEMENT AREAS SHOULD CONFORM TO THE REQUIREMENTS OF SECTION 5.4, 'PLACING, SPREADING AND COMPACTING FILL MATERIALS," OF APPENDIX A. COMPACTION IN PROPOSED PAVEMENT AREAS SHOULD BE A MINIMUM OF 90 PERCENT OF THE MAXIMUM DENSITY AS OBTAINED TO ASTM TEST METHOD D1557, AND SHOULD EXTEND TO A MINIMUM OF TWO FEET BEYOND THE OUTSIDE EDGES OF PAVEMENTS. UTILITY LINES: BACKFILL FOR UTILITY LINES TRAVERSING AREAS PROPOSED FOR FACILITIES, PAVEMENTS, CONCRETE SLABS -ON -GRADE, OR AREAS TO RECEIVE ENGINEERED FILL FOR FUTURE CONSTRUCTION SHOULD BE COMPACTED IN ACCORDANCE WITH THE SAME REQUIREMENTS FOR ADJACENT AND/OR OVERLYING FILL MATERIALS. COMPACTION SHOULD INCLUDE HAUNCH AREA, SPRING LINE AND FROM TOP OF PIPE TO FINISHED SUBGRADE. THE HAUNCH AREA UP TO ONE FOOT ABOVE THE TOP OF THE PIPE SHOULD BE BACKFILLED WITH 'COHESIONLESS" MATERIAL. COHESIONLESS NATIVE MATERIALS MAY BE USED FOR TRENCH AND PIPE OR CONDUIT BACKFILL. THE TERM 'COHESIONLESS," AS USED HEREIN, IS DEFINED AS MATERIAL WHICH, WHEN DRY, WILL FLOW READILY IN THE HAUNCH AREAS OF THE PIPE TRENCH. PIPE BACKFILL MATERIALS SHOULD NOT CONTAIN ROt-3CS LARGER THAN TWO INCHES IN MAXIMUM DIMENSION. WHERE ADJACENT NATIVE MATERIALS EXPOSED ON THE TRENCH BOTTOMS CONTAIN PROTRUDING ROCK FRAGMENTS LARGER THAN TWO INCHES IN MAXIMUM DIMENSION, CONDUITS AND PIPELINES SHOULD BE LAID ON A BEDD NG CONSISTING OF CLEAN, COHESIONLESS SAND (SP), IN THE UNIFIED SOILS CLASSIFICATION SYSTEM. COMPACTION REQUIREMENTS - WHERE NOT OTHERWISE SPECIFIED IN OUR PLANS OR IN THESE RECOMMENDATIONS, THE FOLLOWING COMPACTION REQUIREMENTS ARE APPLICABLE TO ALL ELECTRICAL, GAS OR WATER CONDUITS: TA MI C A AREA HAUNCH TO 1 FT. ABOVE TOP OF PIPE 1 FT. ABOVE TOP OF 2'6" BELOW FINISHED PIPE TO 2'6" BELOW GRADE TO FINISHED FINISHED GRADE SUBGRADE STRUCTURAL 90% 90% 90% PAVEMENTS 90% 90% 90% NON-STRUCTURAL 90% 900/c 90% E. ENGINEERED FILL EARTH MATERIALS OBTAINED ON SITE ARE ACCEPTABLE FOR USE AS ENGINEERED FILL PROVIDED THAT ALL GRASSES, WEEDS AND OTHER DELETERIOUS DEBRIS ARE FIRST REMOVED, ENGINEERED FILL MATERIALS ShOULD BE PLACED IN THIN LAYERS (LESS THAN TEN INCHES UNCOMPACTED THICKNESS), BROUGHT TO NEAR THE OPTIMUM MOISTURE CONTENT OR TO A MOISTURE CONTENT COMMENSURATE WITH EFFECTIVE COMPACTION AND SOIL STABILITY, AND COMPACTED TO A MINIMUM OF 90 PERCENT OF THE MAXIMUM DENSITY OBTAINABLE BY ASTM TEST METHOD D1557, 'PLACING, SPREADING AND COMPACTING FILL MATERIALS," IN APPENDIX A. F. IMPORTED FILL THE TABLE SHOWN BELOW PROVIDES GENERAL GUIDELINES FOR ACCEPTANCE OF IMPORT ENGINEERED FILL. MATERIALS OF EQUAL OR BETTER QUALITY THAN ON-SITE MATERIAL COULD BE REVIEWED BY THE GEOTECHNICAL ENGINEER ON A CASE-BY-CASE BASIS. NO SOIL MATERIALS SHALL BE IMPORTED ONTO THE PROJECT SITE WITHOUT PRIOR APPROVAL BY THE GEOTECHNICAL ENGINEER. ANY DEVIATION FROM THE SPECIFICATIONS GIVEN BELOW SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO IMPORT OPERATIONS. MAXIMUM PERCENT PASSING #200 SIEVE . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . 40 MAXIMUM PERCENT RETAINED 3' SIEVE . . . . . . . . . . . . . . . . . . . . . . 0 MAXIMUM PERCENT RETAINED 136' SIEVE FOR BUILDING AREAS . . . . . . . . . . . . . . . . . 15 MAXIMUM PERCENT RETAINED '/: SIEVE FOR LANDSCAPE AREAS .. . . . .. .. . . . . . . . 5 MAXIMUM LIQUID LIMIT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .40 MAXIMUM PLASTICITY INDEX . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . 14 FURTHERMORE, THE SOILS PROPOSED FOR IMPORT SHALL BE GENERALLY HOMOGENOUS AND SHALL NOT CONTAIN CEMENTED OR CLAYEY AND/OR SILTY LUMPS LARGER THAN ONE INCH. WHEN SUCH LUMPS ARE PRESENT, THEY SHALL NOT REPRESENT MORE THAN TEN PERCENT (10%) OF THE MATERIAL BY DRY WEIGHT. WHERE A PROPOSED IMPORT SOURCE CONTAINS 08\10USLY VARIABLE SOILS, SUCH AS CLAY AND/OR SILT LAYERS, THE SOILS WHICH DO NOT MEET THE ABOVE REQUIREMENTS SHALL BE SEGREGATED AND NOT USED FOR THIS PROJECT OR THE VARIOUS LAYERS SHALL BE THOROUGHLY MIXED PRIOR TO ACCEPTANCE TESTING BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL PROVIDE SUFFICIENT ADVANCE NOTICE, PRIOR TO IMPORT OPERATIONS, TO ALLOW TESTING AND EVALUATION OF THE PROPOSED IMPORT MATERIALS. BECAUSE OF THE TIME NEEDED TO PERFORM THE ABOVE TESTS, THE CONTRACTOR SHALL PROVIDE A MEANS BY WHICH THE GEOTECHNICAL ENGINEER OR OTHERS CAN VERIFY THAT THE SOIL(S) WHICH WAS SAMPLED AND TESTED IS THE SAME SOIL(S) WHICH IS BEING IMPORTED TO THE PROJECT. SOILS REPORT RECOMMENDATIONS (CONTINUED F. DRAINAGE FINISHED GROUND GRADES ADJACENT TO THE PROPOSED STRUCTURES SHOULD BE SLOPED TO PROVIDE POSITIVE FREE DRAINAGE AWAY FROM THE FOUNDATIONS. NO AREAS SHOULD BE CONSTRUCTED THAT WOULD ALLOW DRAINAGE GENERATED ON THE SITE, OR WATER IMPINGING UPON THE SITE FROM OUTSIDE SOURCES, TO POND NEAR FOOTINGS AND SLABS OR BEHIND CURBS. WHERE GROUND SURFACES ADJACENT TO SUBSURFACE WALLS ARE TO BE LANDSCAPED, WALLS SHOULD BE WATERPROOFED. INSTA__ATION OF GRAVEL -FILLED DRAINS TO ROUTE SUBSURFACE DRAINAGE AWAY FROM WALLS WILL REDUCE THE THICKNESS OF DAMP-PRCO'rING RESULTING IN A CONSIDERABLE SAVINGS. H. SLOPES BOTH FILL AND CUT SLOPES SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) IN ACCORDANCE WITH THE 2013 UNIFORM BUILDING CODE. FINISHED SLOPES NEARER THAN FIVE FEET FROM BUILDING FOUNDATIONS SHOULD BE GRADED NO STEEPER THAN FIVE HORIZONTAL TO ONE VERTICAL (5:1). A SLOPE RATIO OF TWO HORIZONTAL TO ONE VERTICAL (2:1) SHOULD PROVIDE ;ADEQUATE STABILITY FOR S_OPES FARTHER THAN FIVE FEET FROM FOOTING LINES. THE FILL SLOPES SHALL BE COMPACTED TO A MINIMUM OF 90% OF ASTM D1557 AND IN ACCORDANCE WITH THE GUIDE SPECIFICATIONS FOR EARTHWORK, APPENDIX A. THIS MAY BE ACHIEVED BY OVERFILLING THE CONSTRUCTED SLOPE AND TRIMMING TO A COMPACTED FINISHED SURFACE, ROLLING THE SLOPE FACE WITH A SHEEPSFOOT AS THE LEVEL OF THE FILL IS RAISED, OR AN`! METHOD THAT ACHIEVES THE DESIRED PRODUCT. THE CUT PORTION OF THE SLOPE SHOULD BE CONSTRUCTED FIRST. PRIOR TO CONSTRUCTION OF THE FILL SLOPE, INCOMPETENT SURFACE SOILS SHOULD BE REMOVED FROM THE TOP OF THE CUT. AREAS TO RECEIVE FILL OR TO SUPPORT STRUCTURES, SLABS OR PAVEMENTS SHOULD BE REMOVED OF AL VEGETATION, DEBRIS AND DISTURBED SOILS. ALL EXISTING UNCERTIFIED FILL SOILS SHOULD BE EXCAVATED TO EXPOSE COMPETENT NATIVE SOILS. EXISTING UNDERGROUND PIPELINES, PRIVATE SEWAGE DISPOSAL SYSTEMS AND ANY WATER OR OIL WELLS, IF ENCOUNTERED DURING GRADING, SHOULD BE REMOVED OR CAPPED IN ACCORDANCE WITH PROCEDURES CONSIDERED ACCEPTABLE BY THE APPROPRIATE GOVERNING AGENCY. TREE ROOTS TO 2 INCHES IN DIAMETER SHOULD BE REMOVED. BOTH FILL AND CUT SLOPES WILL BE SUBJECT TO EROSION IMMEDIATELY AFTER GRADING, AND SHOULD BE DESIGNED TO REDUCE SURFICIAL SLOUGHING BY IMPLEMENTING A PERMANENT SLOPE MAINTENANCE PROGRAM AS SOON AS PRACTICAL AFTER COMPLETION OF SLOPE CONSTRUCTION. SLOPE MAINTENANCE SHOULD INCLUDE PROPER CARE OF EROSION AND DRAINAGE CONTROL DEVICES, RODENT CONTROL, AND IMMEDIATE PLANTING WITH DEEP -ROOTING, LIGHTWEIGHT, DROUGHT -RESISTANT VEGETATION. AN EROSION CONTROL GEOTEXTILE, MAY ALSO BE USED IN COMBINATION WITH VEGETA11ON TO CONTRO- EROSION. EXPERIENCE HAS SHOWN THAT SLOPE PERFORMANCE S LARGELY DEPENDENT UPON PROPER SLOPE MAINTENANCE (I.E., PLANTING, PROPER WATERING, CLEAR NG OF DRAINAGE DEVICES, ETC.). SLOPES PROPERLY PLACED AND CONSCIENTIOUSLY MAINTAINED ARE NOT EXPECTED TO DISPLAY EXCESSIVE RAVELING OR SLOUGHING. ASPHALT CONCRETE NOTES 1, THIS SECTION COVERS THE FURNISHING OF LABOR AND EQUIPMENT FOR EXCAVATION, TRENCHING, BACKFILLING AND AL_ OTHER EARTHWORK OPERATIONS REQUIRED TO COMPLETE THE INSTALLATION OF ASPHALT PAVING AS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED. ALL REFERENCES TO PROVISIONS SHALL BE TO THE CALTRANS STANDARD SPECIFICATIONS, MAY 2006, UNLESS OTHERWISE NOTED. 2. AGGREGATE BASE SHALL BE "CLASS 2" UNLESS OTHERWISE NOTED AND SHALL CONFORM TO THE PROVISIONS IN SECTION 26, "AGGREGATE BASES," OF THE CALTRANS STANDARD SPECIFICATIONS. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 3. ASPHALT CONCRETE SHALL BE "TYPE B" UNLESS OTHERWISE NOTED AND SHALL CONFORM TO THE PROVISIONS IN SECTIN 39, "ASPHALT CONCRETE," OF THE CALTRANS STANDARD SPECIFICATIONS AND THE FOLLOWING SPECIAL PROVISIONS: A. ASPHALT CONCRETE SHALL HAVE A BITUMINOUS BINCER. THE BINDER SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT AND SHALL CONFORM TO THE REQUIREMENTS OF THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER IN SECTION 92-1.02(B), "GRADES" OF THE STANDARD SPECIFICATIONS. B. THE AMOUNT OF' BITUMINOUS BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE BETWEEN FOUR PERCENT (4%) AND SIX PERCENT (6%) BY WEIGHT OF DRY MINERAL AGGREGATE. THE EXACT AMOUNT OF BITUMINOUS BINDER TO BE MIXED WITH THE MINERAL AGGREGATE WILL BE DETERMINED BY THE ENGINEER. C. ASPHALT CONCRETE SURFACING SHALL BE CONSTRUCTED IN ACCORDANCE WITH REQUIREMENTS OF SECTION 39. A PRIME COAT SHALL NOT BE APPLIED TO THE BASE PRIOR TO PLACING ASPHALT CONCRETE SURFACING. D. ASPHALT CONCRETE SHALL BE COMPACTED TO 92-94`o OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. E. AT CONNECTIONS TO EXISTING AC SURFACES, THE EXISTING SURFACE SHALL BE SAWCUT AND REMOvED TO A NEAT LINE BEFORE THE PAVING OR AS DIRECTED BY THE ENGINEER. F. THE MIXTURE SHALL BE APPLIED AT A MINIMUM TEMPERATURE OF 2257. SPREADING SHALL BE PERFORMED BY SELF-PROPELLED ASPHALT PAVERS THAT PRODUCE AN ASPHALT CONCRETE SURFACING U oaUOl- Wm��J Ove 1' 1 �pwod Z w w Z W~ O swU%im=zFwa�=o v z ao z •� M w azFpwmw � X(oxwz _ 0 -,w riJ C9 O U p W Z .E CWF-�JZ� WZ•,y. o .`=' Nt� c��F W'm ; a M z�UFUpOI�p� C) �wjzzf-Ow<. � CD U p � 0axp=ow�=wz 'O co Oat zZp�v�EE'zp_ V to LD ¢Wxu-3:� viwOw�J - c��oWUo0mz� a) C-9 . LL_ ww>- oVzxcxi)x Z uiF=mcm9~.mpzot W m CO �o,Q woZpm 06 W N c� Z a) O ,<zOL x�a cr 5 � N ZpwWw,omc0z< Z V M oaZaI WLo u> i C'4 co Y LLT U=OUW~QUQp `u CC �zmw wQwj¢UwvOWp N m� j= Z Q W W 0 ¢ 0 = N Q U > J C9wwx=z¢¢O, Kam:2DWw EW �Z-X:>o Joc')i -- �mOwWw=wzOm w¢ U Q Z U) m Q n > -w w M USr t- O MLu0 U' _1Zz,<ul Qw�wiwU-p>, iFDIt=ocawz_) 1- o a 1- U o x¢ m F J z Z 0 EL W C WUrn 0 iii Quo W°o 0 Z z d- Q� I.L.. \� Q de w 0 .. m _ Z Lu W w W LLJLL 0 jr I. FINISHING ROAD'AAY SHALL CONFORM TO THE PROVISIONS OF SECTION 22. LLQ.. i a �,\NEER it b ti 4M J W ; M U t. � v V 0- dam, 0 z J z Z 0 EL W C WUrn 0 •. Quo `l Z z d- Q� I.L.. PLACED. FOG SEAL SHALL BE APPLIED IN ACCORDANCE WITH SECTION 37-1. r OF UNIFORM SMOOTHNESS AND TEXTURE. f z 0 G. ALL SPILLAGE OF ASPHALT CONCRETE OUTSIDE OF THE DESIGNATED PAVING AREA SHALL BE PROMPTLY SWEPT UP AND REMOVED. C 06�a./ 0 •. `l H. FOG SEAL SHAL_ BE APPLIED TO ALL NEWLY PAVED SURFACES WITHIN TWO WEEKS AFTER THE PAVI\G IS � I.L.. PLACED. FOG SEAL SHALL BE APPLIED IN ACCORDANCE WITH SECTION 37-1. r _ I. FINISHING ROAD'AAY SHALL CONFORM TO THE PROVISIONS OF SECTION 22. Z ■ K. ALL ASPHALT CONCRETE SHALL BE CONSTRUCTED TO THE TOLERANCES ALLOWED IN SECTION 39-6.C3 AS MODIFIED BY THESE PLANS. A.C. AND BASE THICKNESS SHOWN ON THESE PLANS ARE MINIMUMS AND LESSER THICKNESS WILL NOT BE ALLOWED. <; 0 4. A TINTED PRE -EMERGENT HERBICIDE SHALL BE APPLIED OVER NATURAL GROUND IN ALL AC PAVED PARKING LOT AREAS AND DRIVE AISLES PRIOR TC PLACING ANY BASE OR PAVING. APPLY IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. NO WEED CONTROL CHEMICAL IS TO BE APPLIED TO AREAS DESIGNATED FOR PLANTING. µ 0ui ' V STANDARD NOTES (WITHIN CITY RIGHT-OF-WAYS 1. COMPACTION TEST NOTE- COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LCCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. S= r7 2. MAXIMUM SLOPE RATO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1 EXCEPT FOR TWO FEET BEHIND SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 27. ALTERNATIVELY THE CITY ENGINEER MAY APPROVE CURBING 3, S= BEHIND THE SIDEWAL,C OR OTHER METHOD TO PREVENT EROSION ONTO SIDEWALK. 3. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS �3 WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. . c> 4. ANY PUBLIC FACILITIES IN THE STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSTRUCTION OR REPAIR AS DETERMINED BY THE CITY ENGINEER. 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E5 CONSTRUCT PLANTER, WALL PER ARCHITECT'S PLAN. © ACCESSIBLE PARKING STALL SHALL HAVE MAXIMUM 2% CROSS SLOPE IN ANY DIRECTION. INSTALL ACCESSIBLE PARKING STRIPING PER ACCESSIBILITY NOTES AND DETAILS ON SHEET 10. INSTALL ACCESSIBLE PARKING SIGNAGE A- ACCESSIBLE PARKING STALLS AND ENTRANCES AS SHOWN ON ACCESSIBILITY NOTES AND DETAILS ON SHEET 10. ® INSTALL ACCESSIBLE CURB RAMP AS SHCWN PER ACCESSIBILITY NOTES AND DETAILS ON SHEET 10. F9 INSTALL 3' WIDE TRUNCATED DOMES AS `_ HOWN PER ACCESSIBILITY NOTES AND DETAILS ON SHEET 10. 10 CONSTRUCT 6" THICK DG WALK PER ARCHITECT'S PLAN. WALKS SHALL BE 4' WIDE MIN. JNLESS OTHERWISE SPECIFIED ON THIS PLAN OR ARCHITECT'S PLAN J LLl �- - 2' -I 8' PROPOSED BLOCK WAL_ ----------------- I (NO PERMIT REQ'D)** 0 °° ,�, � I I ' ► S ss� 16�� h�oG h,�o S R c h F PLANTER AREA I `' PLANTER II AREA I PILASTER 1., I LAWN MID)- - AREA I -I t5- I �--TAPER CURB FROM 0" - - - - - I MAX I TALL TO 6" TALL IN 3' I I Sym -------_-- I 2' I I 0.''25% -- ----_— I I ` VL �, h°c, ,mss ,mss hyo° 11 0 ._-! • I I z I SQ ca ❑ �S 6' ,�C�') I I 'fSIQ Ao it s A\ II 17-1 / 10 I I I GI I II I kNTER I I REA I I I 13 PROPOSED VIEW FENCE 1 I (SEE ARCHITECT'S PLANS) 1 I � 6' II I I I 5:1 I MAX R f I I > 3 T �� 1 I I 5 F .0. 2q O � 1 1 I I T )O FS �/ M PLANTER AREA 544.01 PLANTER 1 I I AREA I I 54.14 II I I 5:1 I \ \ FS II I 1 M I REMOVE EXISTING CURB AND GUTTER AND E CONSTRUCT 8' WIDE 'V" GUTTER PER DETAIL 6 il A TYPICAL SECTION 4 NO SCALE I n II w I I I � PROPOSED BLOCK WALL TO BE ~ I Z W DONE UNDER A SEPAFATE < PERMIT (TO BE MAINTAINED BY I I a HOMEOMNER'S ASSOCIATION). I I I ( I = I I Ck: I I I I Z Z w 11 CONSTRUCT BENCH SEAT WALL PER ARCHITECT'S PLAN. Fl -21 INSTALL TRENCH DRAIN PER ARCHITECT'S PLAN. 13 INSTALL DECORATIVE VIEW FENCE PER ARCHITECT'S =L,_'N. NOTES: 1. SEE IMPROVEMENT PLANS FOR CONSTRUCTION CF , .L_ IMPROVEMENTS WITHIN WINDERMERE STREET AND CAMPUS PAPK DPIVE (INC_ ,E?NG UTILITY STUBS SHOWN FOR PROPOSED COMMUNITY CENTER;i. 2. PROPOSED WA -ER AND SEWER LINES ARE SHOWN �:_OR REFERENCE ONLY, SEE SEWER AND WATER PLANS FOR EXACT LOCATIONS. 3. WARP CONCRE--E TO CALIFORNIA BUILDING C'DE ACCESSIBILITY STANDARDS TO MATCH FINISHED FLOOR AT ALL BUILDING .A_ -CESS O-ENINGS. 4. ADD 300.00' TD ALL DESIGN ELEVA"IONS 5. ALL EXISTING FEATURES ARE HALF -TONED. 6. SEE ARCHITEC_'S PLANS FOR ALL DIMENSIONS NCT SHOWN * EX. ELEVATION PER PARCEL MAP 12100 S -REST PLANS, VERIFY PRIOR TO CONSTRUCTION, NOTIFY ENGINEER OL ANY CISCPEPANC ES PROPOSED AC PAVING _ S ss * I co SAD WI EXISTING ELEVATiDN�� WI PROPOSED FG /IN I ELEVATION co I WI W �I 0 0 ❑ I ❑ PLAT AR 0\ I I 1.0% LAWN,,\ I I I I AREA GRADING CONSTRUCTION NOTES ❑1 CONSTRUCT 6" CONCRETE CURB PER DETAIL 6 CONSTRUCT 4" THICK CONCRETE WALK AND/OR FLAT WORK PER ARCHITECT'S PLAN. WALKS SHALL BE 4' WIDE MIN. UNLESS O-HERWISE SPECIFIED ON THIS PLAN OR ARCHITECT'S PLAN �3 CONSTRUCT CONCRETE MOW CURB PER ARCHITECT'S PLAN. ® CONSTRUCT TRASH ENCLOSURE WITH CON -,RETE APRON PER CITY OF BAKERSFIELD STD DWG. ST -21. E5 CONSTRUCT PLANTER, WALL PER ARCHITECT'S PLAN. © ACCESSIBLE PARKING STALL SHALL HAVE MAXIMUM 2% CROSS SLOPE IN ANY DIRECTION. INSTALL ACCESSIBLE PARKING STRIPING PER ACCESSIBILITY NOTES AND DETAILS ON SHEET 10. INSTALL ACCESSIBLE PARKING SIGNAGE A- ACCESSIBLE PARKING STALLS AND ENTRANCES AS SHOWN ON ACCESSIBILITY NOTES AND DETAILS ON SHEET 10. ® INSTALL ACCESSIBLE CURB RAMP AS SHCWN PER ACCESSIBILITY NOTES AND DETAILS ON SHEET 10. F9 INSTALL 3' WIDE TRUNCATED DOMES AS `_ HOWN PER ACCESSIBILITY NOTES AND DETAILS ON SHEET 10. 10 CONSTRUCT 6" THICK DG WALK PER ARCHITECT'S PLAN. WALKS SHALL BE 4' WIDE MIN. JNLESS OTHERWISE SPECIFIED ON THIS PLAN OR ARCHITECT'S PLAN J LLl �- - 2' -I 8' PROPOSED BLOCK WAL_ ----------------- I (NO PERMIT REQ'D)** 0 °° ,�, � I I ' ► S ss� 16�� h�oG h,�o S R c h F PLANTER AREA I `' PLANTER II AREA I PILASTER 1., I LAWN MID)- - AREA I -I t5- I �--TAPER CURB FROM 0" - - - - - I MAX I TALL TO 6" TALL IN 3' I I Sym -------_-- I 2' I I 0.''25% -- ----_— I I ` VL �, h°c, ,mss ,mss hyo° 11 0 ._-! • I I z I SQ ca ❑ �S 6' ,�C�') I I 'fSIQ Ao it s A\ II 17-1 / 10 I I I GI I II I kNTER I I REA I I I 13 PROPOSED VIEW FENCE 1 I (SEE ARCHITECT'S PLANS) 1 I � 6' II I I I 5:1 I MAX R f I I > 3 T �� 1 I I 5 F .0. 2q O � 1 1 I I T )O FS �/ M PLANTER AREA 544.01 PLANTER 1 I I AREA I I 54.14 II I I 5:1 I \ \ FS II I 1 M I REMOVE EXISTING CURB AND GUTTER AND E CONSTRUCT 8' WIDE 'V" GUTTER PER DETAIL 6 il A TYPICAL SECTION 4 NO SCALE I n II w I I I � PROPOSED BLOCK WALL TO BE ~ I Z W DONE UNDER A SEPAFATE < PERMIT (TO BE MAINTAINED BY I I a HOMEOMNER'S ASSOCIATION). I I I ( I = I I Ck: I I I I Z Z w 11 CONSTRUCT BENCH SEAT WALL PER ARCHITECT'S PLAN. Fl -21 INSTALL TRENCH DRAIN PER ARCHITECT'S PLAN. 13 INSTALL DECORATIVE VIEW FENCE PER ARCHITECT'S =L,_'N. NOTES: 1. SEE IMPROVEMENT PLANS FOR CONSTRUCTION CF , .L_ IMPROVEMENTS WITHIN WINDERMERE STREET AND CAMPUS PAPK DPIVE (INC_ ,E?NG UTILITY STUBS SHOWN FOR PROPOSED COMMUNITY CENTER;i. 2. PROPOSED WA -ER AND SEWER LINES ARE SHOWN �:_OR REFERENCE ONLY, SEE SEWER AND WATER PLANS FOR EXACT LOCATIONS. 3. WARP CONCRE--E TO CALIFORNIA BUILDING C'DE ACCESSIBILITY STANDARDS TO MATCH FINISHED FLOOR AT ALL BUILDING .A_ -CESS O-ENINGS. 4. ADD 300.00' TD ALL DESIGN ELEVA"IONS 5. ALL EXISTING FEATURES ARE HALF -TONED. 6. SEE ARCHITEC_'S PLANS FOR ALL DIMENSIONS NCT SHOWN * EX. ELEVATION PER PARCEL MAP 12100 S -REST PLANS, VERIFY PRIOR TO CONSTRUCTION, NOTIFY ENGINEER OL ANY CISCPEPANC ES PROPOSED AC PAVING _ S ss * I co SAD 0%R . 9 i � , c I EXISTING ELEVATiDN�� ��I I PROPOSED FG /IN I ELEVATION a a a ui Q o I I C TYPICAL SECTION I 4 NO SCALE I a TV = = J I I PROPOSED TREWS DI (SEE ARCHTECT'S PLANS) I ----------------i�-� 1 n -4 I I I 0- I N 10' VIDE CONCRETE WALKWAY II II rn I (SEE ARCHITECT'S PLANS) I II II '�'^^Dc) I = I II II ', I rn .J I z N PROPOSED TLRF OR II II PLANTER AREA (SEE PLAN)- I I VARIES 2 i t -0 II VARIES 1%MIN MA29 _MAX X 1%--v-z x / I rz f5 I cf) I r F TYPICAL SECTION I D I 4 NO SCALE PROPOSED AC PAVING PROPOSED TURF OR PLANTER AREA (SEE PLAN) CARIES I MINS M i LANDSCAPED AREA (WIDTH VARIES) EXISTING CURB AND GUTTER TO REMAIN IN PLACE r .�i� /�\\// B TYPICAL SECTION 4 NO SALE CONCRETE SIDEWALK (WIDTH VARIES) LANDSCAPE AREA (WIDTH VARIES) - AMAX 1% MIN-1 D TYPICAL SECTION 4 NO SCALE \/N , . PROPOSED STORM DRAIN PIPE cr (SEE PLAN) E TYPICAL SECTION 4 NO SCALE 2 VARIES PROPOSED AC PAVI VP3�1ES X BENCH 1X MIN MAY 1 5 ­MA AN g.1 MP 3.5% \Y z II �1 SEE DETAIL(B I30' �- 18' 24 MIN BACK I SPACE I I TYP 3 1 1 I 1 I I ( I I I J�STN 20% h�616��Fv A �o° �i A Ro'0 - \ ", ", F IN.LAWN ! I I \ M 720 lgNO \ \ lq�s IN, �%Jp AREA �I PLANTER I I \ \ o lq OFR Sogp \ \ J I AREA FgRF \ \\ � I I � I A \ \ \ lb IN cr \------I----�\ ------ _—��--- -- T ----i I I -----------�--- \ \\ \ 0° 000 1 �� NOFR-THI I I 00 - 0 000 - \�� �� SCALE: 1 "=1110, 0 r I EXISTING 18% CCL --3 RCP STORM DRAIN PER - - - - * _ _ / 0 5 10 I 120 PCO SEWER & STORM DRAIN PLANS ��'�d � (PROTECT IN PLACE) I hti� CAMPUS PARK DRIVE I II ( C II ' EXISTING C JRB AND GUTTER PER PM 12100 PLAYS (PROTECT IN PLACE) W Z �-CONSTRUCT 6° CURB do &jTTER PER CITY STD'S G TYPICAL SECTION 4 NO SCALE , —I rc H"N TYPICAL SECTION �4J NO SCALE R/W 19' I — 9.5' 5.5' 4' --' I EXISTING CONCRETE SIDE ALK PER PM I 12100 PLANS (PROTECT IN PLACE) ,,,,RHES iX 7777 >71 I TYPICAL SECTION 4 NO SCALE �Aj SWALE TO DRAIN U ,-- o wow O in w m J Z W w Z W H nm=zi�'Wa0o w-'F-O���pa w=az,pwm=o �fnFwzw ��¢ wwUl LL JF =��za CI w 0 F- D - W �t-fnoo0o– DZZU��� a000w Luz a�o�E�oz}W U U Q m U Zz6Lu e aaZCj Zo�R C75�Om�0 00- wwr>OUZxfn� Inw<z �wf rn0 Q F fnF�9Z WQOpLLm W W -Z -w fns J oo�a�wWZoa Zp�fnJ�Z> O Z�EE"w<=-OU0 viavawF-�Z�� 0aza�W>0U) o w =�W�ZWAE OF Zw ¢Zfncnw 6Z waw OWU U - O � w u N W> U = x Z Q W w 0 ¢�O=UOaoix� c�mwx�Z¢Qop ZU=UfAw= � W 0wpawwxwwzOm aC)OLU fn , — Z;U)mQfn pmu)0Q=)W L)Z U) co M W O W Z-1 Z p Q m F-FoaFUp�a� PROPOSED AC PAVING PROPOSED FF U Z M p� 0) L0 c% co ✓ 0 i- N Lu > U U : CO O cnY e�cn lzmN LU (D Cn Z 2 O Z ZM LE.I r. cq CO O O O N CL L I � a a a ui Q o w ao o i a w W = J Z w w m w w W LUL w a a 0� Z J Z Z 0 00 z e SAWCUT AND REMOVE EXISTING CURB & GUTTER EXISTING AC PAVING1- u) — c 0 Q 0 w W c c -c rrte�® v1 017 � w c_ OC. 0 C ivJ a U i a. � V .t ELLJ PROPOSED SWIMMING POOL f. E. (BY SEPARATE PLANS) cr rid C f. c� f((= U S_ yr €s z o � f5 cDATE - PA JOB No. 5/30/2017 2750J SHEET 5 O COB RECORDS No. OF 9 SHEETS -- --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —\ I I VARIES 1% MIN -4:1 MAX FS 98 I / CO O� s2 o2iE r I \ A9R SFS I S F \\ 0' S V / 529° / °G s s 60� Tc c FS �2 I 2N9 — . N zo o L X��A s X1� dt�, 7�N� �6 FTc 7 PLANTER MAX.' SSC hh`y_ AMAX. AREA I ( I I 1 CONCRETE CURBING ° I I I `\ A ER I I I n ( PROPOSED VIEW FENCE ---------------------------------- -----� ` (SEE ARCHITECT'S PLANS) C AREA DETAIL 7` 5 SCALE 1"=5' PROPOSED SAWCUT LINE MOW CURB-\ ACADIA CIRCLE /. (PER TRACT 7246 PLANS) \ � a 0 " 1.5% MIN PROPOSED 6' THICK 2% A 3,000 PSI CONCRETE REMOVE EXISTING CURB AND GUTTER J TYPICAL SECTION—HANDICAP STALL AREAS PLANTER AREA So 00 p C9 ON 2jo 5� 5� 653.a -P7 �F� OF5 S -LP S PLANTER / A oc AREA ------ RIDGE.- 4 1 ROPOSED WET PLAY AREA (BY SEPARATE PLANS) MOW CURB SEE REA DETAIL \ \ \ r10 / A. °. \ \ P �e / C (TYP) \ \ SA wCUT AN D REMEXISTING 5 \ \ PER TRACT 12A6 S�� , /'f � ..° _ .:o • d <'. ./ e d GRADING LIMITS (rn'):..� 4. NA d \ . x ° v9 e� 2 a• p' ''G \y •d gA PILASTER g3? 5 �"� �. e°:° ° • . : m ^ \ ° . S`� FG (TYP) ,':. PLANTER 5 F i1 PLANTER d <• g AREA S3 6 " 2 AREA'. S / Z PROPOSED VIEW FENCE Q 53 2„ +` (SEE ARCHITECT'S PLANS) PLANTER AREA SQ S3 vile ,rs S4 PLANTER PLANTER AREA AREA w. 53 10 S3 66 2 PLANTER 14 AREA _ANTER AREA I J 1 dye\Gp�� qp e�°POSCO F.F.=54.50 m N. D \ 53.5 FS 2 53 •65 � 3 FS .y 'P S\8j N'Ls F� 'Poo S �� �� s � y s LAWN AREA A FS'S� 2% MAX ISS �s`9 \ co 1% MIN 2% MAX S3 80 VARIES 1% MIN 2%MAX 7777777 V�— 1% MIN -2% MAX J n J TYPICAL SECTION NO SCALE r) 2'UJ N I 0 W a VARIES z a m� F— a wIj Ua- / MIN /\ z "' 5MIN ° O O z Q Q- a w Ld PROPOSED AC PAVING V) (MATCH EXISTING) 000 BLCCK WALL LESS THAN 7'-0" PER CALIFORNIA BUILDING pK`�5 h� F F FI� W PLANTER AREA SQ S3 vile ,rs S4 PLANTER PLANTER AREA AREA w. 53 10 S3 66 2 PLANTER 14 AREA _ANTER AREA I J 1 dye\Gp�� qp e�°POSCO F.F.=54.50 m N. D \ 53.5 FS 2 53 •65 � 3 FS .y 'P S\8j N'Ls F� 'Poo S �� �� s � y s LAWN AREA A FS'S� 2% MAX ISS �s`9 \ co 1% MIN 2% MAX S3 80 VARIES 1% MIN 2%MAX 7777777 V�— 1% MIN -2% MAX NO SCALE PLANTER.. , , , , PLANTER L J Q AREA L -iAREA t S� SR SR S� &06 00 �tK' ° Lq 00 SEE SHEET 6 2 12 3.97O N1m O FS AOO/ MAX r(BY ROPOSED POOLSEPARATE PLANS) I d' U pa UO w0co .. PROPOSED SWIMMING POOL z U) w w co w F (BY SEPARATE PLANS) cn m= z Lu W Q ,= o \\ I �-�oF� Zaz W w= w z > F < 1- po�r0 cnvi�? 18' 2' Z wwm3::d0mm;K w=0wawu)0 Z~u-0 F-0_W80D�' 9¢>jzzv0w� o w a W a 0 0 0 w = Two 4RIES Of=J ? LOT 10 TRACT 7246 (BY SEPARATE PLANS) **= NOTE: NO PERMIT IS REQUIRED FOR A FENCE OR BLOCK WALL LESS THAN 7'-0" PER CALIFORNIA BUILDING CODE SECTION 105 "PERMITS" SUB -SECTION [A] 105.2. EXISTING 18" CL -3 RCP STORM DRAIN PER— PM 12100 SEWER & STORM DRAIN PLANS (PROTECT IN PLACE) LIMITS_ OFC I PER THESE PL,�,NSTION (TYP) PROPOSED PASEO (BY SEPARATE PLANS) PLANTER \\ AREA ,o �j'S BOG 53.' / \ FS 5A�6 FSGB j // �8----�` ---- `536 11-1 FSG -- -- - — — 53 7-7/----, 3• PROPOSED SEWER F I / BY SEPARATE PLANS EXISTING 18" CL -3 RCP STORM\DRAIN PER PM 12100 SEWER & STORM DRAM PLANS / /\'� VPROPOSED BUILDING (PROTECT IN PLACE) j / / �` \ / / OUTLINE (TYPICAL) PROPOSED VIEW FENCE (SEE ARCHITECT'S PLANS) _ x MOW CURB � ' %/ � � (TYP)� % s I T�� � • F.F.=54.35 v / / / s � oco MO(WjRB� % g9G8 2 / ' i PLANTER a o FS0 / AREA i = � PAREAR A S // PLANTER/ S AREA , c so i I U / 15 o I I N r' , 0 U '�"� PLANTER s� PLANTERS Q Q 1 I AREA / I I roAo AREA U I I II Q I � PROPOSED SEWER W (BY SEPARATE PLANS) n O ?112% o 53. LP MP X- S– i 1 \S�osr 53.97 FS 54.07 FS s FS 0 �l CpNSTRUC¶ON UMITS p — PER�HE� °G PLANTER AREA \\ \ 1\I I I `EET_.1 1 LOT 11 TRACT 7247 (BY SEPARATE PLANS) z O -u m `n �rn mX'0 S PLANTER I I o T°o Ro AREA * D 53.6 — — — — — — — — — — — — — FS — — — — — — — — — — — — — — — — — — — — — — — — — i SQ O PROPOSED BUILDING li i S S OUTLINE&(TYPICAL) 0 0 / I11 43 F.F.=54.35 i;;'� — ° ° 0 0`� PILASTER PLANTER SII PLANTER` (TYP) 155.1 AREA — — — — — _ _f1I AREA °G i I J ., O`l' \ tK a( le L MOW CURB / r�� (TYP) ^ / / / / / / V / Z / OW CURB / Z I..L SEE SHEET 5 '���� \\ - / 0 12 N SEE AREA DETAIL 6 ° h�ooPLANTERS\-' \\' =.- Fs / o g o AREA \ II I I II 2%_ PLANTERI MAXlk II AREA I li 1.O ro rROPOSED (BSEPARATE POOL—/ PLANS) II I I II 2%_ PLANTERI MAXlk II AREA I li 1.O ro NORTH SCALE: 1 "= 1 O' 0 5 10 20 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 73 PLANTER AREA AREA -P— LANTER \ f �--------- � II --------------� —------------------ -------------`—----------—----------------- - ---� / ------ \ II 2:1A PROPOSED SEWER 1.1� PLANTER AREA \ \ PLANTER AREA (BY SEPARATE PLANS) ` \ \ \ \ I 151 // ❑ ❑JXF_ S� ,� ❑ ❑ I CA 2 V12 DRAIN BOXh%` .h�c�h�c� 10� h� 1.8% — �2% 4 MAX �SsrSS ���� N ,z�S �s SV72 DRAIN BOX o / 40 2 F� 1� 1s I I J I ® rn ~ � PLA ITER AREA I ° /-P LAN/TER AREA-/ �� � b` N S h� �� `'° �``� / �� �S Q,, I / I F.F.=54.35 F.F.=54.35 N�� ❑ ❑ Ij PROPOSED SEWER 1w, k L tx 10 yo �� S s� o I I (BY SEPARATE PLANS) 1 0�°° 13 I a�r /-PLANTER AREAL ��� J �F� 1 L J -PLANTER AREA ° PLANTEF AREA / //\ \ PLANTER AREA `Ssr� 2-IDA 2 I �/ 2 \ —> i ----------------------------------------------------------------------------------------------------- A AREA DETAIL 6 SCALE 1"=5' GRADING CONSTRUCTION NOTES W a c o w LLO c O w F m p J zULUw wZ�–`~ z O �l CONSTRUCT E' CONCRETE CURB -ER DE -AIL 50 z -mJ+ a o F ~ z a wI¢zCOpwmm� 2❑ CONSTRUCT 4" THICK CONCRETE WALK AND/OR FLAT WORK PER ARCHITECT'S PLAN. of o o z v~i ui 0 � � WALKS SHALL 3E 4' WIDE MIN. UNLESS OTHERWISE SPECIFIED ON THIS PLAN OR w z i � uo-i = g z a LiLl Z O P -AN m F 8 F N���� F W cl C11 - ARCHITECT'S w20 wv�U� 03 CONSTRUCT CCNCRETE MOW CURB PER ARCH TECT'S PLAN. Q' z Z LLo w 3 �a000w��WZ ® CONSTRUCT TRASH ENCLOSURE WITH CONCRETE APRCN PER CITY OF BAKERSFIELD z z G § z o LL O x STD DWG. ST -?i. ¢woov?w.0Qm-c a viw,wu•IZ�mzO LL. 05 CONSTRUCT PLANTER WALL PER ARCHITECT'S PLAN. ozz o o N o_ o 0 o a © ACCESSIBLE PARKING STALL SHALL HAVE MAXIMUM 2% CROSS SLOPE IN ANY DIRECTION.= a o voi w Z z LL m N INSTALL ACCESSIBLE PARKING STRIPING PER ACCESSIBILITY NOTES AND DETAILS ON � X z z � o o M SHEET 10. o0§¢�wwzOoa Z 4? O �7 INSTALL ACCESSIBLE PARKING SIGNAGE AT ACCESSIBLE PARKING STALLS AND ENTRANCES Q W = o ° U7 N AS SHOWN ON ACCESSIBILITY NOTES AND DETAILS =P. SHEET 10. z o w w w LLo w o z Q Z - cy} ® INSTALL ACCESSIBLE CURB RAMP AS SHOWN PER ACCESSIBILITY NOTES AND DETAILS ON LU o Z = 0 o o Z c N co SHEET 10. ��Zuw,~a�oLL ��// "z m�aZzzc 1.,� ❑9 INSTALL 3' WIDE TRUNCATED DOMES AS SHOWN PER ACCESSIBILITY NOTES AND DETAILS a g y > Q v w 0 � o 0 � ON SHEET 10. �'zw�=z¢ww=cu O w O LL a H 10 CONSTRUCT 6" THICK DG WALK PER ARCHITECT'S PLAN. WALKS SHALL BE 4' WIDE MIN. _ F a UNLESS OTHERWISE SPECIFIED ON THIS PLAN OR ARCHITECT'S PLAN z O=Uln TO = Z. 2 ¢ ¢ DO: c E 3:zI—=5; OJ0LL 11 CONSTRUCT BENCH SEAT WALL PER ARC-IITECT'S PLAN. I W oo � W a o z 12 INSTALL TRENCH DRAIN PER ARCHITECT'S PLAN. g' w z >- m a V' L pmcn VC7Z)ZZLL 13 INSTALL DECORATIVE VIEW FENCE PER ARCHITECT'S PLAN. ¢ m W w v § a > wwOOwz to>_U- aF�0m¢2 NOTES: 1. SEE IMPROVEMENT PLANS FOR CONSTRUCTION OF ALL IMPROVEMENTS WITHIN WINDERMERE STREET AND CAMPUS PARK DRIVE (INCLUDING UTILITY STUBS SHOWN FOR PRODOSED COMMUNITY CENTER,. 2. PROPCSED WATER AND SEWER LINES ARE SHOWN FOR REFERENCE ONLY, SEE SEWER A°JD WATER PLANS FOR EXACT L OCATiONS. 3. WARP CONCRETE TO CALIFORNIA BUILDING CODE ACCESSIBILITY STANDARDS TO MATCH F NISHED FLOOR AT ALL BUILDING ACCESS OPENINGS. 4. ADD 300.00' TO ALL DESIGN ELEVATIONS. 5. ALL E( STING FEATURES ARE HALF -TONED. 6. SEE A<CHITECT'S PLANS FOR ALL DIMEP;S OVS NOT SHOWN * EX. ELEVATION PER PARCEL MAP 12100 STREET PLANS, VERIFY PRIOR TO CONSTRU_-TION, NOTIFY ENGINEER OF ANY DISCREPANCIES R=1/2" 6° �f NEW A.G. PAVEMENT � ,_ JI CONCRETE GUTTER 1 1/2" PROPOSED AC PAVING x da x SLOPE VARIES TYPICAL AC/CONCRETE g INTERFACE DETAIL NTS BASE *TYPICALLY 6" UNLESS OTHERWISE NOTED ON PLANS C 6" WIDE CONCRETE CURB 6 NTS EXISTING AC PAVING ----'-- 2 � DETAI_ TYP. 6' -2" TYP VVARIES-- 2% MAX IUD D 8' WIDE "V" GUTTER WZ 2" DEPRESSION 6 NTS PROPOSED AC PAVING 2' DETAIL TYR 2' 2. TYP �o 4 E 4' WIDE CONCRETE "V" GUTTER 6 NTS -PROPOSED AC PAVING PROPOSED AC PAVING COB RECORDS No. o 0 �I U m U I I Q I � c I I h� O C c C Lu NORTH SCALE: 1 "= 1 O' 0 5 10 20 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 73 PLANTER AREA AREA -P— LANTER \ f �--------- � II --------------� —------------------ -------------`—----------—----------------- - ---� / ------ \ II 2:1A PROPOSED SEWER 1.1� PLANTER AREA \ \ PLANTER AREA (BY SEPARATE PLANS) ` \ \ \ \ I 151 // ❑ ❑JXF_ S� ,� ❑ ❑ I CA 2 V12 DRAIN BOXh%` .h�c�h�c� 10� h� 1.8% — �2% 4 MAX �SsrSS ���� N ,z�S �s SV72 DRAIN BOX o / 40 2 F� 1� 1s I I J I ® rn ~ � PLA ITER AREA I ° /-P LAN/TER AREA-/ �� � b` N S h� �� `'° �``� / �� �S Q,, I / I F.F.=54.35 F.F.=54.35 N�� ❑ ❑ Ij PROPOSED SEWER 1w, k L tx 10 yo �� S s� o I I (BY SEPARATE PLANS) 1 0�°° 13 I a�r /-PLANTER AREAL ��� J �F� 1 L J -PLANTER AREA ° PLANTEF AREA / //\ \ PLANTER AREA `Ssr� 2-IDA 2 I �/ 2 \ —> i ----------------------------------------------------------------------------------------------------- A AREA DETAIL 6 SCALE 1"=5' GRADING CONSTRUCTION NOTES W a c o w LLO c O w F m p J zULUw wZ�–`~ z O �l CONSTRUCT E' CONCRETE CURB -ER DE -AIL 50 z -mJ+ a o F ~ z a wI¢zCOpwmm� 2❑ CONSTRUCT 4" THICK CONCRETE WALK AND/OR FLAT WORK PER ARCHITECT'S PLAN. of o o z v~i ui 0 � � WALKS SHALL 3E 4' WIDE MIN. UNLESS OTHERWISE SPECIFIED ON THIS PLAN OR w z i � uo-i = g z a LiLl Z O P -AN m F 8 F N���� F W cl C11 - ARCHITECT'S w20 wv�U� 03 CONSTRUCT CCNCRETE MOW CURB PER ARCH TECT'S PLAN. Q' z Z LLo w 3 �a000w��WZ ® CONSTRUCT TRASH ENCLOSURE WITH CONCRETE APRCN PER CITY OF BAKERSFIELD z z G § z o LL O x STD DWG. ST -?i. ¢woov?w.0Qm-c a viw,wu•IZ�mzO LL. 05 CONSTRUCT PLANTER WALL PER ARCHITECT'S PLAN. ozz o o N o_ o 0 o a © ACCESSIBLE PARKING STALL SHALL HAVE MAXIMUM 2% CROSS SLOPE IN ANY DIRECTION.= a o voi w Z z LL m N INSTALL ACCESSIBLE PARKING STRIPING PER ACCESSIBILITY NOTES AND DETAILS ON � X z z � o o M SHEET 10. o0§¢�wwzOoa Z 4? O �7 INSTALL ACCESSIBLE PARKING SIGNAGE AT ACCESSIBLE PARKING STALLS AND ENTRANCES Q W = o ° U7 N AS SHOWN ON ACCESSIBILITY NOTES AND DETAILS =P. SHEET 10. z o w w w LLo w o z Q Z - cy} ® INSTALL ACCESSIBLE CURB RAMP AS SHOWN PER ACCESSIBILITY NOTES AND DETAILS ON LU o Z = 0 o o Z c N co SHEET 10. ��Zuw,~a�oLL ��// "z m�aZzzc 1.,� ❑9 INSTALL 3' WIDE TRUNCATED DOMES AS SHOWN PER ACCESSIBILITY NOTES AND DETAILS a g y > Q v w 0 � o 0 � ON SHEET 10. �'zw�=z¢ww=cu O w O LL a H 10 CONSTRUCT 6" THICK DG WALK PER ARCHITECT'S PLAN. WALKS SHALL BE 4' WIDE MIN. _ F a UNLESS OTHERWISE SPECIFIED ON THIS PLAN OR ARCHITECT'S PLAN z O=Uln TO = Z. 2 ¢ ¢ DO: c E 3:zI—=5; OJ0LL 11 CONSTRUCT BENCH SEAT WALL PER ARC-IITECT'S PLAN. I W oo � W a o z 12 INSTALL TRENCH DRAIN PER ARCHITECT'S PLAN. g' w z >- m a V' L pmcn VC7Z)ZZLL 13 INSTALL DECORATIVE VIEW FENCE PER ARCHITECT'S PLAN. ¢ m W w v § a > wwOOwz to>_U- aF�0m¢2 NOTES: 1. SEE IMPROVEMENT PLANS FOR CONSTRUCTION OF ALL IMPROVEMENTS WITHIN WINDERMERE STREET AND CAMPUS PARK DRIVE (INCLUDING UTILITY STUBS SHOWN FOR PRODOSED COMMUNITY CENTER,. 2. PROPCSED WATER AND SEWER LINES ARE SHOWN FOR REFERENCE ONLY, SEE SEWER A°JD WATER PLANS FOR EXACT L OCATiONS. 3. WARP CONCRETE TO CALIFORNIA BUILDING CODE ACCESSIBILITY STANDARDS TO MATCH F NISHED FLOOR AT ALL BUILDING ACCESS OPENINGS. 4. ADD 300.00' TO ALL DESIGN ELEVATIONS. 5. ALL E( STING FEATURES ARE HALF -TONED. 6. SEE A<CHITECT'S PLANS FOR ALL DIMEP;S OVS NOT SHOWN * EX. ELEVATION PER PARCEL MAP 12100 STREET PLANS, VERIFY PRIOR TO CONSTRU_-TION, NOTIFY ENGINEER OF ANY DISCREPANCIES R=1/2" 6° �f NEW A.G. PAVEMENT � ,_ JI CONCRETE GUTTER 1 1/2" PROPOSED AC PAVING x da x SLOPE VARIES TYPICAL AC/CONCRETE g INTERFACE DETAIL NTS BASE *TYPICALLY 6" UNLESS OTHERWISE NOTED ON PLANS C 6" WIDE CONCRETE CURB 6 NTS EXISTING AC PAVING ----'-- 2 � DETAI_ TYP. 6' -2" TYP VVARIES-- 2% MAX IUD D 8' WIDE "V" GUTTER WZ 2" DEPRESSION 6 NTS PROPOSED AC PAVING 2' DETAIL TYR 2' 2. TYP �o 4 E 4' WIDE CONCRETE "V" GUTTER 6 NTS -PROPOSED AC PAVING PROPOSED AC PAVING COB RECORDS No. \NEER49b w09� coo) 4 M J o ° w Ci, O cr_ Q z UJL W ZZ r W 2 0 0 O 06 Ln u 0 3 1 3C3 a o Z T) ■ a _ v o a I o o U ce I U) U W E E E 0 U i 0 zs 0 L CD c U E 0 U c > U) z 0 U Q c � c \` C c C Lu c w w = C- 0jca z ? > UJ z w \1 p I— co > `\ LL w LL a o a \NEER49b w09� coo) 4 M J o ° w Ci, O cr_ Q z UJL W ZZ r W 2 0 0 O 06 Ln u 0 3 1 3C3 a o Z T) ■ a _ v o a I o o U ce I U) U W E E E 0 U i 0 zs 0 L CD c U E 0 U c > U) z 0 U DATE 5/30/2017 -, PA JOS No. 2750J U — SHEET E / 0 Ln / OF 9 SHEETS STORM DRAIN CONSTRUCTION NOTES ® INSTALL STORM DRAIN PIPE PER TABLE SHEET 9. O1 INSTALL CHRISTY U23 CATCH BASIN WITH U23 -HT GRATE PER DETAIL. 9 C2 CONSTRUCT STORM DRAIN MANHOLE PER C.O.B. STD. DWG. SW -4. O3 INSTALL CHRISTY V1 DRAIN BOX PER DETAIL 9 . ® INSTALL CHRISTY V12 DRAIN BOX PER DETAIL 9 CD CONTRACTOR TO TIE INTO EXISTING 18" RCP STORM DRAIN STUB PER PARCEL MAP No. 12100 SEWER AND STORM DRAIN PLANS. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF EXISTING STORM DRAIN AND NOTIFY ENGINEER OF ANY DISCREPANCIES. © PROPOSED "NDS DURA SLOPE" TRENCH DRAIN, OR APPROVED EQUAL. O7 INSTALL PVC WYE, TEE OR ELL (SEE PLAN FOR SIZE) NOTES: 1. BUILDING PLUMBER SHALL CONNECT ROOF DRAIN TO STORM DRAIN SYSTEM. CONTRACTOR TO VERIFY EXACT NUMBER AND LOCATIONS ON BUILDING PLANS 2. LATERAL CONNECTIONS TO MAINS THAT DO NOT OCCUR IN JUNCTION BOXES SHALL BE MADE WITH 45' ELLS OR WYES FOR CLEANOUT PURPOSES. 3. ADD 300 FEET TO STORM DRAIN INVERT AND TOG DESIGN ELEVATIONS. 4. REFER TO SEWER AND WATER PLANS FOR THIS PROJECT FOR SEWER AND WATER DESIGN. SEE SHEET 9 FOR STORM DRAIN PIPELINE TABLE v" v l „` I v `PROPOSED VIEW FENCE (SEE ARCHITECT'S PLANS) i 8�' IINV=46.55 10" INV NW=45.2.3 8" INV NE=46.' 5 U O - �•! Z�� z w p W a w zLL ww,l,�wW¢�w 0 =W0>min co Z� � Q tgLL tAlAU U 0 0 _ o � y � E z W w 0 C7 SwF cz, w§LL d e J Z ®I` `.F�- w=Ow=L" 0 T—mM9,m N � W t� M � 28' -2 t -o 3 > U QOa=¢��-F=z GO Q&p�u �0z LL 'd LL-ujU /1 »iS O O w O pWa m 04 Lu m Q W LL�ZZQ'ptnOm oo�a�wpZo`a '",,�ZW (D C'7 �+ p Z O Z > L- LOLJ QOQ Z M zUn0pa 16-a � W C- >pn w OU=UWmW�- cq COEEF.,aa co -zw § ¢006 Ca zz04 a a UZpwLL W9 0 pLCL) t�AW7>aUUZ2 C Z�OwdOd�=� 0 ¢QUjFJw W ��O c7mwx�z¢QO� �ZI-=�i_p �w0� >aLLz- O Q Lu LL � L mul9oz zo < W Lu LU ww VOwz (1) u) Lm Uzi=-oa�00waM Q. � 10" INV 5E=4/.9b - - / 8" INV NE=48.15 16 14 10x10x6 WYE � I / 10" IN IN 6" INV=48.19 10" INV=47.3 8 6 INV=47.71 -- 1 -= / / 10" 22 — 5' ELL / 7 10" INV'=47.82 / / //-------_ \ 1r', �?-~ E L \ / 2 5 (- TMH=54.10 / **18" INV SW=42.75 FL=S .76 12" INV NE-SE=44.87 12" INV NW=45. 6 10" INV NW=47.31 EXISTING 18" CL -3 RCP STORM DRAIN PER-` — �t2_WATER MAINS �� / / / I i / / / PM 121,00 SEWER & STORM DRAIN PLANS \ /—_--_--------------- (PROTECT IN PLACE) -- -- --- \ / \ — / a /� I ---------- ------------ j —t ------- -- ---�-- \. EXISTING 12�WATER MAIN J— — — ° C °° ° ° ° '----------------- J -- WINDERMERE STREET EXISTING 18" CL -3 RCP STORM DRAIN PER PM 12100 SEWER & STORM DRAIN PLANS (PROTECT IN PLACE) M NORTH SCALE: 1 "= 1 O' Imm 0 5 10 20 COB RECORDS No. DATE 5/30/2017 PA JOS No. 2750J SHEET a; O Cl E D n OF 9 SHEETS Z 0 CD C; >mw � Lii O tk W 0 LJ \ \\,k LU 2 ` Q. � J o \ W W 1 Q O I -- W_ Lu LL O LLL a DATE 5/30/2017 PA JOS No. 2750J SHEET a; O Cl E D n OF 9 SHEETS Z 0 CD >mw � DATE 5/30/2017 PA JOS No. 2750J SHEET a; O Cl E D n OF 9 SHEETS i 03 EXISTING 18" CL -3 RCP STORM DRAIN PER PM 12100 SEWER & STORM DRAIN PLANS (PROTECT IN it PLACE) oh J I N w oI I 3 TOG=53 30 O to 6" INV=48. J m_ II lu lu III II LU Of � o WLU 0 II III d d 02 O I 2 0 - 8' INV=4 .98 tc, d PILASTER (TYP) EXISTING 18" CL -3 RCP STORM DRAIN PER PM 12100 SEWER & STORM DRAIN PLANS 7 6.. (PROTECT IN PLACE) \ // PROPOSED VIEW FENCE6" WYE (SEE ARCHITECT'S PLAN 000, j6" INV=48. MOW CURB (TYP) / J/ 1 54 ` 8x6 45' ELL 8" INV=46.13 6" INV=46.21 v \=/ 8 O 3 OG=53.30 INV=47.53 6' 4'ELL 7 6" INV=47.46 II o it o __ 8x8x6 WYE - - - - - __ *** --- --� _ 7 TOG=53.4 51 8" INV=47.99 53 I 8" \ ti - - - - - T - qm=v 40 07 1452 8x8x6 WYE _ 7 I 1 r 1\8" INV NE=45.87 o ° "INV N=47.39 • 50 \ \ � ® J\ Z • 7 8x8x6 WYE 6"" IINV=4 .43 3 F.F. = 54.35 8" INV=45.82 �, I , F 6" INV=47.31 � , MOW CURS , � / F..= 4. 5 PROPOSED VIEW FENCE (TYP) / , ,. ° ° 0 49 6" INV=5) PILASTER-, I�+ (SEE ARCHITECT'S PLANS) \ 4 SWR INV=4817 \ 57 6 SD INV=49. 10x8 45' ELL (TYP) / \ 7 WYE 10" INV=45.72 TO =53.50 \ / 6" INV=48.50 , 8 _INV -45.80- 3 / \ � --- ,,.�+,,�..�:: 71 I L_ -. L_ J 72 ••�,.,�.,.r„ � 6' IN =50.0 v �� r -MOW CURB / A / 3 TOG=52.90 / (TYP) / 6" INV=48.55 •� TOG=53.5 `� �{ \ / 6" INV- 0.00 3 TOG=53.70 3 TOG=53.70 7 10x1 x4 TEE \\ / 6" INV=50.70 6" INV=50.70 10" INV=45.71 / J / / 3 4" INV W=47.42 47 10x1 x6 W E \� // MOW CURB / �• J / / ' 10" INV=45 66 7 f (TYP) / >< Q A 48 45 6„ INV W=47`7 I 4_. \ � � 10 / cvD =53.86 z 10x10x6 YE \ 44 s 0" INV=45.6 114, �1 I 4" SWR INV=47.8 TD INV=5 51 6 46.3 L.F. 7 / 6" SD INV=48.0 6" INV N�=47.20 / 46 Ox10xE 10" INV=45.68 / � L 0 :**TOG=53. Qi 3 7 10" 45* ELL 42 0" IN'Y=G5. F)3 7 / \� I 10" I V=45.67 6" NV W=4 11 6' INV=48. 3 TOD=53.86 4" TD INV=53.29 TOG=5'_30 `,� / W 4" INV E=49.19 3 6" INV -50.00 � ^ / 1 45' LL I CL I I / 3 TOG=53.40 \ 10" �IPJV=45.61 7 I I 6" 7. INV=40 ACADIA CIRCLE ***TOG=53.60 �OFLNS-7 6" INV=48.783 (S-ARCHIITECS )PER TRACT 7246 PLANS) u? O t I.., 3 TOG=53.40 MOW CURB \ \ / / 6" 12.5' ELL 7 6 INV=50.0 I 1 (TYP) \ \ / 6" INV=48.80 1"Y' ROPOSED WET PLAY ARE� Jr-Ox6 1 }. Q 1 JV=45.57 (BY SE'ARATE PLANS) 411 .� 6" IN.' l:W 146.99 391 � \ \ W TOG=53.30 / 40i , _1'-x10x6 EE " N`J=45.56 ^ 7 \ \ \ 1..� \ \ / 6" TEE TOD=53.8 6" INV=50.00 6" INV=49.0 7 4" TD !NV=53.36 I"NW=46.96 4" INV SW=1.64 \ \ \ U ] a V p w o w M J Z O CO w w Z LL F nmw2 W L.< ww L�Sz,,Ey8 OF FLLZ2Fr 2011620!i-mQ Lw2� co 7F'F Fcn����F z2�W�Zow 000� Y a m= O U N W Y 2 0 0 izw, ~6W g U -~-p zw0oE3:CO L° , ri w Y w U N0 m z 0 2 0 0 00 a LW j 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. CAST -IN-PLACE CONCRETE PIPE: CAST -IN-PLACE MONOLITHIC CONCRETE PIPE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 63 OF THE CALTRANS STANDARD SPECIFICATIONS DATED MAY 2006. C. POLYVINYL CHLORIDE (P.V.C.) DRAIN PIPE 1) 15" & SMALLER DIAMETER P.V.C. PIPE SHALL BE IN ACCORDANCE WITH UNI -BELL STANDARD UNI -B-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 -B-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. D. 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 11 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. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, UNLESS OTHERWISE NOTED) CITY STD. NO. DESCRIPTION ® ST -6 STANDARD PAVEMENT PATCHES ® ST -22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS ® SW -4 TYPE "A" STANDARD MANHOLE ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ® SW -6 6" CLEAN OUT ® D-11 DRAINAGE BASIN & OUTLET STRUCTURE ® D-14 CATCH -BASIN, TYPE "A' ® D-16 GUTTER DEPRESSIONS 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 0 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. STORM DRAIN PIPELINE TABLE No. SIZE SLOPE TYPE LENGTH O1 10" 0.25% PVC 60.4 LFt P 6" 2.0% PVC 22.5 LFf P 6" 2.0% PVC 22.6 LFf P4 8" 0.50% PVC 102 LFf P5 8" 0.50% PVC 43.7 LFf 30 6" 2.0% PVC 79.2 LFf P7 8" 0.50% PVC 20.7 LFf ® 8" 0.50% PVC 35.4 LFf O 8" 0.50% PVC 18.2 LFf 10 6" 3.9% PVC 17.9 LFf 11 6" 5.6% PVC 10.4 LFf 12 6" 3.7% PVC 17.8 LFf 13 10" 0.25% PVC 24.4 LFt 14 10" 0.25% PVC 41.4 LFt 15 10" 0.25% PVC 37.8 LFt 16 10" 0.25% PVC 73.1 LFf 17 6" 6.0% PVC 24.9 LFt 18 6" 6.7% PVC 22.3 LFt 19 6" 5.5% PVC 22.8 LFt 20 6" 4.8% PVC 23.6 LFt 21 6" 4.0% PVC 19.9 LFt 22 12" 0.25% PVC 91.2 LFt 23 12" 0.25% PVC 19.1 LFt 24 8" 1.0% PVC 7.3 LFf STORM DRAIN PIPELINE TABLE No. SIZE SLOPE TYPE LENGTH 25 8" 1.0% PVC 31.4 LFt 26 8" 1.0% PVC 65 LFf 27 6" 1.0% PVC 13.5 LFt 28 6" 1.0% PVC 13.5 LFf 8" 0.35% PVC 63.8 LFt 54 30 6" 2.0% PVC 79.2 LFf 31 6" 1.0% PVC 23.5 LFf 32 6" 1.0% PVC 16.6 LFf 33 10" 0.25% PVC 98 LFf 34 8" 0.50% PVC 122.2 LFf 35 6" ++ PVC 10.6 LFf 36 6" ++ PVC 1.4 LFf 37 6" ++ PVC 7 LFf 38 10" 0.25% PVC 15.1 LFf 39 10" 0.25% PVC 36.7 LFt 40 6" ++ PVC 5.1 L.F± 41 6" ++ PVC 8.5 LFt 42 10" 0.25% PVC 15.6 LFt 43 6" ++ PVC 1' LFt 44 10" 0.25% PVC 7.3 LFt 45 10" 0.25% PVC 18.2 L.F± 46 6" ++ PVC 3.3 LFf 47 6" ++ PVC 8.9 LFf ® 4" 9.9% PVC 17.8 LFt *= FIELD VERIFY EXISTING CATCH BASIN, (PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS) PRIOR TO CONSTRUCTION (LOCATION & DEPTH), NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. **= FIELD VERIFY EXISTING 18" RCP STORM DRAIN STUB, (PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS) PRIOR TO CONSTRUCTION (LOCATION & DEPTH), NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. ***= THESE GRATES/BOXES ARE PROPOSED "RISERS" ABOVE PROPOSED STORM DRAIN, INVERTS SHALL MATCH PROPOSED STORM DRAIN BELOW (NO INVERT ELEVATIONS SHOWN ON STORM DRAIN INVERT TABLE INSTALL PER DETAIL I 9 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 17o. 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 SUPPORT FOR THE FULL LENGTH OF PIPE. BELL HOLES SHALL BE PROVIDED AT EACH JOINT. ANY PORTION OF THE TRENCH BOTTOM EXCAVATED BELOW GRADE SHALL BE BACKFILLED TO GRADE AND COMPACTED AS REQUIRED TO PROVIDE FIRM PIPE SUPPORT. WHEN AN UNSTABLE 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. j 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 j 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. MITIGATION MEASURES FROM CONDITIONS OF APPROVAL 1. PALEONTOLOGICAL MONITORING SHALL TAKE PLACE DURING CONSTRUCTION EXCAVATION ACTIVITIES THAT RESULT IN EXCAVATIONS OF SIX FEET BELOW GROUND SURFACE OR GREATER WITHIN THE PROJECT SITE. FOLLOWING ARE THE SPECIFIC MEASURES. A. ASSIGN A PALEONTOLOGICAL MONITOR, TRAINED AND EQUIPPED TO ALLOW THE RAPID REMOVAL OF FOSSILS WITH MINIMAL CONSTRUCTION DELAY, TO THE SITE FULL-TIME DURING THE INTERVAL OF EARTH -DISTURBING ACTIVITIES. B. SHOULD FOSSILS BE FOUND WITHIN AN AREA BEING CLEARED OR GRADED, DIVERT EARTH -DISTURBING ACTIVITIES ELSEWHERE UNTIL THE MONITOR HAS COMPLETED SALVAGE. IF CONSTRUCTION PERSONNEL MAKE THE DISCOVERY, THE GRADING CONTRACTOR SHOULD IMMEDIATELY DIVERT CONSTRUCTION AND NOTIFY THE MONITOR OF THE FIND. C. PREPARE, IDENTIFY, AND CURATE ALL RECOVERED FOSSILS FOR DOCUMENTATION IN THE SUMMARY REPORT AND TRANSFER TO AN APPROPRIATE DEPOSITORY. D. SUBMIT A SUMMARY REPORT TO THE CITY OF BAKERSFIELD. TRANSFER COLLECTED SPECIMENS WITH COPY OF REPORT TO THE REPOSITORY. 2. IF HUMAN REMAINS ARE ENCOUNTERED ON THE PROJECT SITE, THE KERN COUNTY CORONER'S OFFICE SHALL BE CONTACTED WITHIN 24 HOURS OF THE FIND, AND ALL WORK IN THE IMMEDIATE VICINITY SHALL BE HALTED UNTIL A CLEARANCE IS GIVEN BY THAT OFFICE AND ANY OTHER INVOLVED AGENCIES. 3. IF DURING GRADING AND CONSTRUCTION, A PIPELINE ACCIDENT OCCURS OR POTENTIAL UNKNOWN BURIED HAZARDOUS MATERIALS ARE FOUND, AND/OR IF UNIDENTIFIED MATERIALS ARE DISCOVERED IN THE TESTING OF THE SOIL, HEALTH AND SAFETY PROCEDURES SHALL BE IMPLEMENTED. THESE PROCEDURES SHALL INCLUDE, AT A MINIMUM, EMERGENCY MEDICAL, EVACUATION OF THE SITE AND/OR THREATENED AREA, AND NOTIFICATION ACTION. NOTIFICATION SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING AGENCIES: THE CITY OF BAKERSFIELD, DEPARTMENT OF TOXIC SUBSTANCE CONTROL (DTSC), BAKERSFIELD CITY AND/OR COUNTY FIRE DEPARTMENT, AND THE REGIONAL WATER QUALITY CONTROL BOARD (RWQCB). EVACUATION AND DETERMINATION REGARDING THE TYPE OF CONTAMINATION ENCOUNTERED AND BEST COURSE OF ACTION WOULD BE DETERMINED BY THE RANKING OFFICIAL AND THE REQUIRED MEDIATION MEASURES SHALL BE IMPLEMENTED. 4. ALL WORK SHALL STOP IMMEDIATELY IF ANY UNKNOWN ODOROUS OR DISCOLORED SOIL OR OTHER POSSIBLE HAZARDOUS MATERIALS ARISE DURING ANY PART OF THE TESTING, GRADING, OR CONSTRUCTION ON THE PROJECT SITE. 5. CONSTRUCTION ACTIVITIES ASSOCIATED WITH DEVELOPMENT OF THE PROJECT SITE ARE REQUIRED TO BE IN CONFORMANCE WITH SECTION 9.22.050 SECTION A OF THE CITY OF BAKERSFIELD MUNICIPAL CODE WHICH LIMITS CONSTRUCTION TO THE HOURS OF 6 A.M. TO 9 P.M. ON WEEKDAYS, AND BETWEEN 8 A.M. AND 9 P.M. ON WEEKENDS, WHERE CONSTRUCTION OCCURS LESS THAN 1,000 FEET FROM RESIDENCES. 6. CONSTRUCTION EQUIPMENT SHALL BE EQUIPPED WITH MUFFLERS AND MAINTAINED IN ACCORDANCE WITH THE EQUIPMENTS' FACTORY SPECIFICATIONS. DURING CONSTRUCTION ACTIVITIES, THE CONSTRUCTION EQUIPMENT MUFFLER AND MAINTENANCE RECORDS SHALL BE ONSITE. 7. PRIOR TO GRADING ACTIVITIES, PG&E AND/OR ANY OTHER COMPANY WITH PIPELINES RUNNING THROUGH THE AFFECTED PORTIONS OF THE PROJECT SITE SHALL BE NOTIFIED OF THE CONSTRUCTION ACTIVITY WITHIN THE CORRESPONDING EASEMENT. IF ANY PIPELINES HAVE ANY PROBLEMS OR IF A PIPELINE IS RUPTURED DURING DEVELOPMENT, THE BAKERSFIELD CITY FIRE DEPARTMENT SHALL BE NOTIFIED. 8. PRIOR TO GRADING PLAN APPROVAL, THE HANDLING AND STORAGE OF HAZARDOUS AND ACUTELY HAZARDOUS MATERIALS SHALL BE RESTRICED TO LESS THAN THRESHOLD PLANNING QUANTITIES WITHIN 1,000 FEET OF SENSITIVE RECEPTORS WHICH INCLUDE RESIDENTIAL AREAS, SCHOOLS, DAYCARE CENTERS, HOSPITAL, CONVALESCENT HOMES AND OTHER LARGE IMMOBILE POPULATIONS. SENSITIVE RECEPTORS SHALL NOT BE APPROVED WITHIN ZONES OF CANCER RISK IDENTIFIED BY A HEALTH RISK ASSESSMENT OF GREATER THAN 10 IN 1,000,000. (MITIGATION MEASURE 5.6.K.1.) STORM DRAIN PIPELINE TABLE No. SIZE SLOPE TYPE LENGTH 49 6" ++ PVC 6.8 LFf 50 8" 0.35% PVC 21.1 LFt 51 6" 3.0% PVC 23 LFt 52 8" 0.35% PVC 10.2 LFt 53 8" 0.35% PVC 63.8 LFt 54 6" 2.0% PVC 24.8 LFt 55 6" 5.6% PVC 41.8 LFf 56 6" 21% PVC 5.6 LFf 5' 6" 9.5% PVC 17 LFf 58 j 6" 1.0% PVC 29.6 LFf 59 6" 1.0% PVC 34.5 LFf 60 6" 2.0% PVC 7.1 LFf 61 6" 2.0% PVC 5.7 LFf 62 6" 2.0% PVC 61 LFt 63 18" 2.0% RCP 14.6 LFt 64 6" ++ PVC 22.5 LFf 65 6" ++ PVC 16.3 LFt 66 6" ++ PVC 15.7 LFt 67 6" ++ PVC 19.8 LFf 68 4" ++ PVC 5.2 LFt 69 6" ++ PVC 39.1 LFt 70 6" ++ PVC 8.7 LFt 71 6" ++ PVC 31.3 LFt 72 6" ++ PVC 22.2 LFt ****= PROVIDE 2% SLOPE FROM THESE GRATES/BOXES TO PROPOSED STORM DRAIN MAIN (NO INVERT ELEVATIONS SHOWN ON STORM DRAIN INVERT TABLE *****= STUB END OF 4" STORM DRAIN FOR CONNECTION TO "NDS DURA SLOPE" TRENCH DRAIN OR APPROVED EQUAL VERIFY TRENCH DRAIN PIPE WITH LANDSCAPE PLANS. INSTALL PER DETAIL 9 ++= PROVIDE 27. (MIN) SLOPE FROM THESE GRATES/$OXES TO PROPOSED STORM DRAIN MAIN (TEE OR WYE AT MAIN CAN BE ROTATED TO 90') "NDS DURA SLOPE" PERFORATED GRATE MUST BE ADA COMPLIANT (COORDINATE WITH OWNER) "NDS DURA SLOPE" "PRE SLOPED' TRENCH DRAIN OR APPROVED EQUAL (COORDINATE WITH OWNER) ADAPTER 6" P.V.C. RISER 191.110A 6" P.V.C. PIPE A -�POLYDRAIN TRENCH CONNECTION �9J NTS V12 -71W ADA APPROVED GRATE GRATE ELEVATION '-CEMENT MORTAR " AROUND PIPE TO SEAL BOX, TYP, 6" P.V.C. RISER 6" ELBOW Vt-71C GRATE GRATE --� � ELEVATIONS_ ? I I \-CEMENT MORTAR AROUND PIPE TO SEAL BOX, TYP. tt 1 1 -6' P.V.C. RISER INVERT ELEV. ELBOW OR WYE 6" P.V.C. PIPE TYPICAL B ATYPICAL V1 DRAIN BOX W/ RISER \-9J NTS U23 -HT ADA APPROVED GRATE GRATE -_ � ELEVATION_ P.V.C. PIPE SIZE AND SLOPE PER PIPELINE TABLE, TYP, 23 CATCH BASIN NOTE: GROUT AROUND INSIDE AND OUTSIDE OF h �� I d 6" P.V.C. PIPE 6" P.V.C. PIPE PIPE CONNECTIN.3, TO BOX. ALSO GROUT AT EXTENSION JOIN -'S, TYP. INVERT ELEV. TYPICAL TYPICAL I U2z CATCH BASIN E V--12 DRAIN BOX w/ RISER Q9 NTS 9 NTS ACCESSIBILITY NOTES 1. ACCESSIBIJTY 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% MAKIMUM GRADE. 3. PERPENDICULAR CURB RAMP SIDE SLOPES SHALL NOT EXCEED 10% GRADIENT. 4. SURFACE SLOPE OF RAMPS SHALL NOT EXCEED 8.337. 5. ACCESSIBLE ROUTE SLOPES SHALL NOT EXCEED 57, UNLESS CONSTRUCTED AS A RAMP AND HANDRAILS ARE PROVIDED. 6. ACCESSIBLE ROUTE CROSS SLOPES SHALL NOT EXCEED 27. 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 LE'/EL NO GREATER THAN Y2". CHANGESIN LEVEL BETWEEN " AND li"SHALL BE BEVELED WITH A MINIMUM GRADIENT OF 1:2. CHANSES IN LEVEL BETWEEN 0" AND Y" 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 SHAL_ NOT EXCEED 2% MAXIMUM GRADE IN ANY DIRECTION. 17" MIN THIS SIGN SHALL READ IN 1 INCH MIN. LETTERING AS FOLLOWS: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT Z DISPLAYING DISTINGUISHING -DLACARDS OR 04 �l SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXP -NSE. TOWED VEHICLES MAY BE RECLAIM -D AT: _--_ OF BY TELEPHONING 2"0 GALV. --------------•» STL. PIPE NOTE: CONTRACTOR IS TO FILL-IN THE BLANK * SPACES ON THE SIGN AS A PERMANENT PART OF THE SIGN BEFORE THE SIGN CAN BE POSTED. *6'-8" MINIMUM WHEN SIGN IS WITHIN THE ACCESSIBLE ROL TE SIGN ® ENTRANCES SIGN TO BE PLACED AT EACH PARKING ENTRANCE )R IMMEDIATELY ADJACENT TO THE ACCESSIBLE PARKING AND VISIBLE FROM EACH PARKING SPACE REFLECTOR SIGN 1/8 INCH THICK ALUMINUM, MINIMUM AREA OF 70 SQUARE INCHES AN ACCESSIBLE SIGN RESERVED WHERE APPLICABLE SIGN TO BE PERMANENTLY POSTED 2"0 GALV. IMMEDIATELY ADJACENT TO 'HE STL. PIPE SPACE OR WITHIN PROJECTED SPACE WIDTH AT HEAD OF z� PARKING SPACE AND VISIBLE FROM * EACH PARKING SPACE I *6'-8" MINIMUM WHEN SIGN IS -L WITHIN THE ACCESSIBLE ROUTE SIGN ® STALL SIGNS AND SYMBOLS 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES. THE SYMBOL SHALL CONSIST OF A WH1-E FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 5958. 2. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACHARACTERS CKGROUND OR DARK ON A LIGHT BACKGROUND_ 3. VAN ACCESSIBLE SPACES SHALL HAVE AN ADDITIONAL SIGN MOUNTED BELOW THE INTERNATIONAL SYMBOL OF ACCESSIBILITY WHICH STATES, "VAN ACCESSIBLE". 4. THE SIGN SHALL HAVE A DARK BLUE BACKGROUND WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE. 5. THE SIGN MAY ALSO BE POSTED ON A WALL AT THE INTERIOR END OF THE PARKING SPACE. 6. AN ADDITIONAL SIGN OR ADDITIONAL LANGUAGE BELOW THE SYMBOL OF ACCESSIBILITY SHALL STATE "MINIMUM FINE $250." PARKING STALLS AND SIGNAGE V12 -17W ADA APPROVED GRATE P.V.C. PIPE SIZE AND SLOPE PER PIPELINE TABLE, 8" MAX IN V-12 BOX TYP. GRATE ELEVATION V-12 DRAIN BOX V-12 EXTENSION (AS NEEDED) _ ELEV. D INTENTIONALLY OMMITED 9 NTS T `POUR CONCRETE BOTTOM NOTE: GROUT AROUND INSIDE AND OUTSIDE �+ OF PIPE CONNECTING 70 BOX. ALSO GROUT ENCASE UPPER HALF OF AT EXTENSION JOINTS, TYP. PIPE WITH 6" THICK TYPICAL 3 -SACK SLURRY C V-12 DRAIN BOX w CONCRETE BOTTOM a 9 NTS � ' a. d a a c d n 3' 1 VARIES\/ TYP DAYLIGHT 3' MITERED DRAIN w / 4, z PVC STORM DRAIN PIPE 2% MIN it ENCASED IN CONCRETE STORM DRAIN H -' CONCRETE ENCASEMENT DETAIL 0 9 NTS 5% MIN W45' ELBOW GRAVEL 0.5�� p� 57 IN 3" DRAINPIPE, TYP -T 2' 2' 6" YARD DRAIN 10'z PERFORATED PIPE Y RISER cO G YARD DRAIN INLET SECTION 9 NTS 0.5% MIN SLOPEF-i DETECTABLE WARNING NOTES 1. THE DETECTABLE WARNING SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. THE O OA AO CONTRASTING MATERIAL SHALL. BE AN INTEGRAL PART OF THE WALKING SURFACE. 2. THE MATERIAL SHALL PROVIDE CONTRAST IN 3' ELBOW OR TEE-` �-Y HDPE OR PVC DRAIN PPE /'T"� YARD DRAIN INLET SECTION \19J NTS w z 3 / ACCESSIBLE o ACCESSIBLE --j RAMP RAMP ^ U oaUO W 0 c (1JQw r m 0J z amw W W Z W i=ZFw¢rp O�F- za-� 0-<Z �wmo po-roz-jW'C6U vo Mw�- <Z(Oiw�4 rzo w Tg Q O p LL Vm WozmZ 0zzd d w W Y j O V Z= U) w QOWawU)fr U)0 u�I-iozwA0Zcl 0 0 7d o z o WF--¢ W F -W ZaE z00wwwOw0z Oaza=w>o�c� U= U W~� V Zo L �Z?m3aZzz U- w W r W w O w" aMccn<< wZ.a'0 =z¢W W�c� ¢JO=UOdor�' _ rWa U>- 0P 0a)W=Z0¢o zoxgDw Li Li 3Q:zl-=>OJpcn Qui0WwW=wpm w¢0ww>tnmQN m W o W z? z 0 Q cl ¢w� ,w0�:a>r Wwmm=Oo9wzGO 4' 5% R=1/2" d RESILIENCY OR SOUND -ON -CANE CONTACT. O Z z CO ONLY DSA -AC APPROVED DETECTABLE � tt) CIDO LLI (�CC Z E - I� 5' C N 4' MIN. O W > 5 cl Car ,- CO ♦^ 4. DETECTABLE WARNING SURFA3E SHALL BE c 06 N cf)Z W -60 d In fV 6 W (D M C1 's' Z (D O Of Z W CZJ c� LLJ m C.0 w �: p cs, 0 co G LJ © LL 0 0° @° 0 RESILIENCY OR SOUND -ON -CANE CONTACT. O A T M86 it _ z ih x u) z 3. wo ONLY DSA -AC APPROVED DETECTABLE 3'-0" TYP. } tii NC 'vim ----T ® 5'-C MIN. 9'-0' MIN. •12'-0" MIN. I PAROKING N N WARNING PRODUCTS SHALL BE INSTALLED. 4' MIN. O o ♦^ 4. DETECTABLE WARNING SURFA3E SHALL BE C�. z - VJ W o d O z \ z J m W w �: �. i co Lu LJ © LL w cr LL a ¢a 0 0° @° 0 RESILIENCY OR SOUND -ON -CANE CONTACT. O A T M86 it _ z ih x u) z 3. wo ONLY DSA -AC APPROVED DETECTABLE 3'-0" TYP. } ®�' 9'-0" MIN, NC 'vim ----T ® 5'-C MIN. 9'-0' MIN. •12'-0" MIN. I PAROKING N N WARNING PRODUCTS SHALL BE INSTALLED. 4' MIN. �6" CURB & W ♦^ 4. DETECTABLE WARNING SURFA3E SHALL BE SECTION A -A z - VJ 2.3" X YELLOW CONFORMING TO FS ,33538 OF FEDERAL STANDARD 595 C. d _z ¢ MIN. 2.4" MAX 00 N �{ N 0.45" MIN. -0.47" MAX. O�O �0.9" MIN. -0.92" MAX. TAPERED EDGES �- WHERE EXPOSED ( -- A _---ESSIBLE PARKING SIGN (TYP.) �-ACCESSIBLF ROUTE d - SECTION A- A DETECTABLE WARNING ACCESSIBLE PARKING AND VAN ACCESSIBLE SIGN (TYP.) IF SIDE WALK IS FLUSH WITH PARKING SURFACE, INSTALL A DETECTABLE WARNING 3 FEET WIDE e SINGLE MULTIPLE *VAN PARKING SPACES SHALL BE PERMITTED TO BE 9' WIDE MIN,MUM 'WHERE TAE ACCESS AISLE IS 8' WIDE MINIMUM. N I 2' 1' W m TYP. y TYP. A i GUTTER FLARE AT CURB RAMPS co W, 4' MIN. LEVE_ LANDING 2% MAX. r® (OR RAMP WIDTH) IN ANY DIRECTION :._ Q Cn BACK OF SIDEWALK PO� G 6 .0 0z = Q r ZZ x T 00000c"� g;00000 p � ,► ` o°o°oco c ��•/) °o°o°o°o c -A CURB OR WHEEL STOP SHALL 1 O% o°o°o°o°o°o°o 10% t `/ BE PROVIDED IF REQUIRED TO MAX 0000 0000000° MAX a Q PREVENT ENCROACHMENT OF VEHICLES OVER THE REQUIRED > CLEAR WIDTH OF ADJACENT DETECTABLE WARNING ACCESSIBLE ROUTES. c. SEE NOTE 7 i Q c LEVEL LANDIN3 4' MIN. v 0 - INTERNATIONAL SYMBOL 2% MAX. IN ANY RETAINING CURB AT i OF ACCESSIBILITY DIRECTION ` EDGE OF SIDEWALK O m a rn_> 12" WIDE GROOVED BORDER E SEE NOTE 68.33% 0 0 0 0 0 0 0 0 0 0 8.33% 4' MIN. Eo X o 0 0 0 0 0 0 o 0 o MAX j ACCESSIBLE PARKING NOTES 1. A PARK',= BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROA•--- l -:'NT OF --AR3 OVER THE REQUIRED WIDTH OF ACCESSIBLE WALKWAY. 2. THE ACCESSIBLE SPACE SHALL BE ARRANGED SO THAT PERSONS WITH DISABILITIES ARE NO- CCWFELLED TC TRAVEL BEHIND PARKED CARS OTHER THAN THEIR OWN. 3. THE MAXMUM SURFACE SLOPE WITHIN THE ACCESSIBLE PARKING SPACE AND ADJACENT ACCESS AISLE SHALL NOT EXCEED 2% IN ANY DIRECTION. 4. CURB RA`.IP3 S"ALL NOT ENCROACH INTO THE REQUIRED DIMENSIONS OF ACCESSIBLE PARKING SPACES OP AE JACENT ACCESS AISLES. 5. ACCESS A S:_E LOA- iNG/UNLOADING AREA) MUST CONNECT TO AN ACCESSIBLE PATH OF TRA' = _ TO THE = AC LITY. 6. ACCESS S. -ES SHA_L EE MARKED NTH A BLUE BORDER 4" WIDE. THE AREA WITHIN THE BOF --El S -ALL BE MARKED WITH HATCHED LINES A MAXIMUM OF 36" ON CENTER IN A CC -::R C' NTRASTII`IG THE AISLES SURFACE, PREFERABLY BLUE OR WHITE. 7. THE WOR --S "ND PARKING" MUST BE PAINTED IN WHITE ON THE GROUND WITHIN EACH ACCESS -' S_E AND SHA_L BE A MINIMUM OF 12 INCHES HIGH AND VISIBLE FROM THE AE JACEr, - ,�'E;i, 3ULA.R WAY. 8. VAN AC==SSIBLE ACCESS AISLES SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENt =F SIEE OF TH - PARKING SPACES. 9. TI -E SURFACE OF E,% -CH ACCESSIBLE SPACE SHALL HAVE A 3 FEET BY 3 FEET PFOFILE VIEW OF A WHEELCHAIR WITH OCCUPANT OUTLINED IN WHITE ON A BLUE BACKGROUND THAT .S RISIBLE FROM THE ADJACENT VEHICULAR WAY. 10. PARKING SPACES, A=3S AISLES, AND VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A VERTIC.A;- CLEARANCE OF 8'-2" MINIMUM. 0 0 0 0 0 0 0 0 0 0 0 000 0000_000 0 00000000.20o d 0 0 0 0 0 0 0 0 0 0 0 0 ....... 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 c� DETECTABLE WARNING TYPICAL CURB RAMPS SEE NOTE 7 CURB RAMP NOTES 1. CURB RAMPS SHALL BE A MINIMLM --F 4 FEET IN WIDTH. 2. CURB RAMPS SHALL HAvE 8.33% MAXIMUM SLOPE. E 3. CURB RAMPS SHAL- HA �E 10% MAX YLIM SIDE SLOPES. E 0 4• LEVEL LANDINGS (2% MAX. IN ANY C RECTION) SHALL BE PROVIDED AS SHOWN. L 5. EACH CURB RAL":- AND `S FLAREcl-SIDES SHALL HAVE A STABLE, FIRM, AND SLIP RESISTANT SURFACE. � 6. ALL CURB RAMF�- SCALL HAVE A FOOVED BORDER 12 INCHES WIDE AT THE LEVE- SURFACE OF THE SIDEWALK U ALONG THE TOP ED 3E ANC SIDES T A SERIES OF GROOVES 1/4 INCH WIDE BY 1/4 INCH DEEP, SPACED AT 3/4 INCH ON CENTER U) O z ACCESSIBLE AISLE 4 INCHES WIDE - BLU STRIPE �l Z_ N Z � � O 3'-0" TYP. + ®�' 9'-0" MIN, NC 'vim ----T ® 5'-C MIN. 9'-0' MIN. •12'-0" MIN. I PAROKING 9'-0" MIN. 5'-0' MIN. SINGLE MULTIPLE *VAN PARKING SPACES SHALL BE PERMITTED TO BE 9' WIDE MIN,MUM 'WHERE TAE ACCESS AISLE IS 8' WIDE MINIMUM. N I 2' 1' W m TYP. y TYP. A i GUTTER FLARE AT CURB RAMPS co W, 4' MIN. LEVE_ LANDING 2% MAX. r® (OR RAMP WIDTH) IN ANY DIRECTION :._ Q Cn BACK OF SIDEWALK PO� G 6 .0 0z = Q r ZZ x T 00000c"� g;00000 p � ,► ` o°o°oco c ��•/) °o°o°o°o c -A CURB OR WHEEL STOP SHALL 1 O% o°o°o°o°o°o°o 10% t `/ BE PROVIDED IF REQUIRED TO MAX 0000 0000000° MAX a Q PREVENT ENCROACHMENT OF VEHICLES OVER THE REQUIRED > CLEAR WIDTH OF ADJACENT DETECTABLE WARNING ACCESSIBLE ROUTES. c. SEE NOTE 7 i Q c LEVEL LANDIN3 4' MIN. v 0 - INTERNATIONAL SYMBOL 2% MAX. IN ANY RETAINING CURB AT i OF ACCESSIBILITY DIRECTION ` EDGE OF SIDEWALK O m a rn_> 12" WIDE GROOVED BORDER E SEE NOTE 68.33% 0 0 0 0 0 0 0 0 0 0 8.33% 4' MIN. Eo X o 0 0 0 0 0 0 o 0 o MAX j ACCESSIBLE PARKING NOTES 1. A PARK',= BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROA•--- l -:'NT OF --AR3 OVER THE REQUIRED WIDTH OF ACCESSIBLE WALKWAY. 2. THE ACCESSIBLE SPACE SHALL BE ARRANGED SO THAT PERSONS WITH DISABILITIES ARE NO- CCWFELLED TC TRAVEL BEHIND PARKED CARS OTHER THAN THEIR OWN. 3. THE MAXMUM SURFACE SLOPE WITHIN THE ACCESSIBLE PARKING SPACE AND ADJACENT ACCESS AISLE SHALL NOT EXCEED 2% IN ANY DIRECTION. 4. CURB RA`.IP3 S"ALL NOT ENCROACH INTO THE REQUIRED DIMENSIONS OF ACCESSIBLE PARKING SPACES OP AE JACENT ACCESS AISLES. 5. ACCESS A S:_E LOA- iNG/UNLOADING AREA) MUST CONNECT TO AN ACCESSIBLE PATH OF TRA' = _ TO THE = AC LITY. 6. ACCESS S. -ES SHA_L EE MARKED NTH A BLUE BORDER 4" WIDE. THE AREA WITHIN THE BOF --El S -ALL BE MARKED WITH HATCHED LINES A MAXIMUM OF 36" ON CENTER IN A CC -::R C' NTRASTII`IG THE AISLES SURFACE, PREFERABLY BLUE OR WHITE. 7. THE WOR --S "ND PARKING" MUST BE PAINTED IN WHITE ON THE GROUND WITHIN EACH ACCESS -' S_E AND SHA_L BE A MINIMUM OF 12 INCHES HIGH AND VISIBLE FROM THE AE JACEr, - ,�'E;i, 3ULA.R WAY. 8. VAN AC==SSIBLE ACCESS AISLES SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENt =F SIEE OF TH - PARKING SPACES. 9. TI -E SURFACE OF E,% -CH ACCESSIBLE SPACE SHALL HAVE A 3 FEET BY 3 FEET PFOFILE VIEW OF A WHEELCHAIR WITH OCCUPANT OUTLINED IN WHITE ON A BLUE BACKGROUND THAT .S RISIBLE FROM THE ADJACENT VEHICULAR WAY. 10. PARKING SPACES, A=3S AISLES, AND VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A VERTIC.A;- CLEARANCE OF 8'-2" MINIMUM. 0 0 0 0 0 0 0 0 0 0 0 000 0000_000 0 00000000.20o d 0 0 0 0 0 0 0 0 0 0 0 0 ....... 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 c� DETECTABLE WARNING TYPICAL CURB RAMPS SEE NOTE 7 CURB RAMP NOTES 1. CURB RAMPS SHALL BE A MINIMLM --F 4 FEET IN WIDTH. 2. CURB RAMPS SHALL HAvE 8.33% MAXIMUM SLOPE. E 3. CURB RAMPS SHAL- HA �E 10% MAX YLIM SIDE SLOPES. E 0 4• LEVEL LANDINGS (2% MAX. IN ANY C RECTION) SHALL BE PROVIDED AS SHOWN. L 5. EACH CURB RAL":- AND `S FLAREcl-SIDES SHALL HAVE A STABLE, FIRM, AND SLIP RESISTANT SURFACE. � 6. ALL CURB RAMF�- SCALL HAVE A FOOVED BORDER 12 INCHES WIDE AT THE LEVE- SURFACE OF THE SIDEWALK U ALONG THE TOP ED 3E ANC SIDES T A SERIES OF GROOVES 1/4 INCH WIDE BY 1/4 INCH DEEP, SPACED AT 3/4 INCH ON CENTER U) z O >ww) - -I - I I 7. CURB RAMPS SP 4L_ HA JE A DETE_-ABLE WARNING THAT EXTENDS 36 °LACHES IN -HE DIRECTION OF TRAVEL EDATE 5/30/2017 BY THE FULL W ---H OF -HE RAMP FJN EXCLUDING ANY FLARED SIDES. DETECTABLE WARNINGS SHALL BE 0 LOCATED SO THE EDGE NEAREST THE CURB IS 6 INCHES MINIMUM AND 8 INCHES MAXIMUM FROM THE LINE AT � P A JOB No. 2750) THE FACE OF THE CURB DETECTAELE WARNINGS FOR PARALLEL CURB RAMPS SHALL BE PLACED ON THE � TURNING SPACE AT THE TRANS. l:r. BETWEEN THE STREET AND SIDEWALK. SHEET 8. TRANSITIONS FR:k4 RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGE. 0 9. MAXIMUM SLOPES 0= A -JOINING SURFACES IMMEDIATELY ADJACENT TO A CURB RAMP SHALL BE 5% WITHIN 2 a FEET OF THE CLRB RAMP E f P Ijf � COB RECORDS No. OF 9 SHEETS e m moo" M TYP� TYP STAGING � \ ` ` AREA 1� \\) `. ,f -- - - \ 11 tio\ :"PA _U `I f I wLLLL wOcn p aU0 r 1 ZOUn W Z�Q L'iLLJ `.J Z wQF�i a'�-Ox LE13M O a Q z< U Z W= p LOO , x Y. �/� 0) Ln VJ f0 8 �o1��o���� w�=�=�Zm W z Eo W S O oti < ; (� M \` a0aoa�'z ZZo Z��LL.�OO}W O U�A) C 4— Y W U�nU�ZQ W'o,W m O ad v V! � wW VJ. 'C16 mg m NW'nw \\ IJ.I C® Fozmao6m ww-Z- �.: z m 0 Nzs9,Wzo; Zp fnJ�Z> L z Q� O�pxUpOU� � N Zp�OZQ g a z es > o � z Z � (� W W � ai8w,mzwQo, F— N UF - Z W QU w WZ W U LLOU) N 0r D¢U Z0'O Z Q wU Zw 0FL -jW8DEA, fn2m�¢U>��� 2_925q)Wx RW ¢�¢ZQpz>pQ�QO�� Qm0�wwSw6m wQp�w>ymF=p Z-tn-Qm >}wF-(DD n- QwOWWUZo>m ww0OwZ�va)>u 52 00o yzdM SWPPP NOTES Q1 INSTALL 25'x50' GRAVEL EN-RY/EXIT PER BMP TC -1. M INSTALL 15 MPH SPEED LIM T SIGN. 0 INSTALL STORM DRAIN INLET PROTECTION PER BMP SE -10. ® INSTALL STOCKPILE MANAGEMENT PER BMP WM-3. ❑5 SILT FENCE PER BMP SE -1 ALONG BOUNDARY FOR PERIMETER CONTROL. © INSTALL CONCRETE WASHOUT PER BMP WM-8. M7 INSTALL GRAVEL BAGS IN CURB & GUTTER AT PROJECT AND PHASE LIMITS PER BMP SE -6. ® INSTALL NON-STORMWATER BMP'S AS REQUIRED PER BMP NS -8, NS -9, & NS -10. Fg INSTALL MATERIAL MANAGEMENT BMP'S AS REQUIRED FOR PER BMP WM-1, WM-2, & WM-5. 10 INSTALL SANITARY SEPTIC WASTE MANAGEMENT PER BMP WM-9. NOTE: CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION FENCING AROUND PERIMETER OF SITE TO RESTRICT UNAUTHORIZED VEHICLE ACCESS. Lu 06Z �- Qz w W� U �O z w U)z�z ZO � ou J OU)o � WD J W m 11 0 � m z N O rn �_ � W � � I DATE 5/30/2017 PA JOB No. 2750H Ln SHEET - NOFQ 'TH SCALE: 1 "=1 00' (n 0 0 50 100 200 i ! OF 1 SHEETS `I f I D .IJ cNh N �O1 010, o ' CL ! w z = ay 3:U)' Z w W m w Q �' U G7 > i.0 , u Lu 06Z �- Qz w W� U �O z w U)z�z ZO � ou J OU)o � WD J W m 11 0 � m z N O rn �_ � W � � I DATE 5/30/2017 PA JOB No. 2750H Ln SHEET - NOFQ 'TH SCALE: 1 "=1 00' (n 0 0 50 100 200 i ! OF 1 SHEETS