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HomeMy WebLinkAbout6.9-290GENERAL GRADING NOTES: 1. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THEREOF AND PRELIMINARY SOILS REPORT BY SALEM ENGINEERING GROUP (PROJECT NO. SALEM 2-218-0230) DATED APRIL 6, 2018. 2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORT, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 3. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX J OF THE CALIFORNIA BUILDING CODE. 4. SURFACE DRAINAGE TO BE ONE (1%) PERCENT MINIMUM TO APPROVED DRAINAGE FACILITIES, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. 5. CIVIL ENGINEER, GEOTECHNICAL ENGINEER AND BUILDING OFFICIAL WILL BE NOTIFIED FORTY EIGHT (48) HOURS TO PLACING OF ANY FILL MATERIAL. 6. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90%) PERCENT MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD PER APPENDIX J OF THE CURRENT CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS AND REPORT FROM SOILS ENGINEER. 7. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. 8. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURE FILL AND THE AREA SCARIFIED TO A DEPTH OF SIX (6) INCHES. 9. FACES OF ALL CUT AND FILL SLOPES TO BE SHALL BE PLANTED WITH A GROUND COVER INDIGENOUS TO THE AREA AND MAINTAINED AGAINST EROSION. 10. ALL CUT AND/OR FILL SLOPE SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) VERTICAL. 11. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES. 12. DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT AND FILL SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. 13, FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND BENCHED TO SUPPORT FILL. 14. ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET HORIZONTALLY OF THE TOP OF EXISTING AND/OR PLANNED SLOPES. 15. ALL SLOPES IN EXCESS OF THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. NOTICE TO CONTRACTOR: CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO, OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING, AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THE LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ANY NECESSARY ADJUSTMENTS TO ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PREVENT DAMAGE TO ANY UTILITY FACILITIES SHOWN AND ANY OTHER FACILITIES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON THESE PLANS AGREE THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THEY WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. THIS INCLUDES PROVIDING FOR THE SAFETY OF ALL PERSONS AND PROPERTY AND SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTORS AND SUBCONTRACTORS FURTHER AGREE TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF BAKERSFIELD IN THE COUNTY OF KERN, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 29 SOUTH, RANGE 28 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THAT PORTION OF THE CITY OF BAKERSFIELD, FORMERLY KNOWN AS THE TOWN OF KERN, IN THE COUNTY OF KERN, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT A POINT MARKING THE INTERSECTION OF THE SOUTHERLY LINE OF 19TH STREET WITH THE BOUNDARY LINE BETWEEN SECTIONS 29 AND 30 OF SAID TOWNSHIP AND RANGE, AND RUNNING THENCE NORTH 00' 15.5 MINUTES EAST 298.1 FEET TO A POINT MARKING THE INTERSECTION OF THE CENTER LINE OF UNION AVENUE WITH THE SOUTHERLY LINE OF GROVE STREET; THENCE SOUTH 73' 42.5 MINUTES EAST ALONG SAID LAST MENTIONED LINE TO ITS INTERSECTION WITH THE PROLONGED CENTER LINE OF SACRAMENTO STREET; THENCE SOUTH 16' 17.5 MINUETS WEST ALONG SAID PROLONGATED LINE TO THE INTERSECTION THEREOF WITH THE SOUTHERLY LINE OF 19TH STREET AND THENCE SOUTH 87' 48.5 MINUTES WEST ALONG SAID LAST MENTIONED LINE TO THE POINT OF COMMENCEMENT. EXCEPTING THEREFROM ALL OIL, GAS, MINERALS AND OTHER HYDROCARBON SUBSTANCES WITHIN AND UNDER SAID LAND. WITHOUT THE RIGHT OF ENTRY ON THE SURFACE OF SAID LAND THE SUB -SURFACE THEREOF TO A DEPTH OF 500 FEET, FOR THE PURPOSE OF DRILLING, MINING, EXPLORING AND EXCAVATING FOR ALL OIL, GAS AND OTHER HYDROCARBON SUBSTANCES AND MINERALS IN AND UNDER SAID LAND. ASSESSOR'S PARCEL NUMBER: COUNTY OF KERN: 016-150-01-01 BASIS OF BEARINGS: [HE 13EARING OF 573'42'30""E SHOWN FOR THE CENTERLINE OF GROVE STREET WAS ASSUMED AS THE BASIS OF BEARINGS HEREON. LOCAL BENCHMARK: TOP OF CURB AT NORTHEASTERLY END OF CURB RETURN AT SOUTHEASTERLY CORNER OF UNION AVENUE AND GROVE STREET. SHOWN HEREON. ELEVATION: 408.00 FEET UNDERGROUND SERVICE ALERT Call: TOLL FREE 1-800-422-4133 KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. TWO WORKING DAYS BEFORE YOU DIG IN THE CITY OF BAKERSFIELD COUNTY OF KERN, STATE OF CALIFORNIA GRA DING IMPRO VEMENT PLANS 7 -ELEVEN AND RETAIL FOOD UTILITY PROVIDERS WATER: CALIFORNIA WATER SERVICES RAFAEL MOLINA (661) 837-7237 ELECTRICAL: PG&E EDLHCCDKERN@PGE.COM (661)398-5931 GAS: PG&E EDLHCCDKERN@PGE.COM (661)398-5931 PHONE: AT&T DAWN SIBLEY DS5971 @ATT.COM SEWER: CITY OF BAKERSFIELD, WASTEWATER DIVISION (661) 326-2249 SEWER MAINTENANCE (661) 326-3111 (9AM-3PM) OR (661) 326-7111 (AFTER HOURS) CATV: CHARTER COMMUNICATIONS ROBERT REIHS 818-922-6176 ROBERT.REIHS@CHARTER.COM EARTHWORK QUANTITIES: ESTIMATED CUT VOLUME: -890 CY ESTIMATED FILL VOLUME (INCLUDES SHRINKAGE): +640 CY BUILDING FOUNDATION REMEDIAL GRADING SHRINKAGE (15%) +100 CY 'ARKING LOT REMEDIAL GRADING SHRINKAGE (15%) +150 CY :STIMATED RAW IMPORT/EXPORT MATERIAL: 0 CY 40TE: THE QUANTITIES AS SHOWN HEREON ARE FOR PERMIT AND/OR BONDING 'URPOSES ONLY. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR /ERIFICATION OF QUANTITIES PRIOR TO THE START OF GRADING AND ACCOUNT 'OR DISTRIBUTING ANY EXCESS MATERIAL OR SUPPLYING ANY DEFICIENCIES TO 3RING SITE TO DESIGN GRADE. THE ABOVE CUT AND FILL FIGURES REPRESENT A /OLUME COMPARISON FROM EXISTING GROUND TO PAVEMENT/PAD SUBGRADE 'LEVATIONS ONLY. THE CONTRACTOR'S BID WILL BE THE SOLE BASIS FOR ALL 'AYMENTS FOR WORK DONE. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. LOCAL BENCHMA� 1900 UNION AVENUE BAKERSFIELD, CA 93305 GRADING PERMIT 15--40,C=0��04? SP� 01:,- PREPARED FOR: DYNAMIC 1725 21ST STREET SANTA MONICA, CA 90404 (310) 315-5411 X E 19TH ST �" LOCATION MAP I 1"=60' STANDARD ABBREVIATIONS A.B. AGGREGATE BASE A.C. ASPHALT CONCRETE ARHM ASPHALT RUBBER HOT MIX BCR BEGINNING CURB RETURN BM BENCH MARK BW BACK OF WALK i CENTER LINE C&G CURB AND GUTTER CATVPB CABLE TELEVISION PULL BOX CB CATCH BASIN CF CURB FACE CMB CRUSHED MISCELLANEOUS BASE CO CLEAN-OUT DDVC DOUBLE DETECTOR CHECK VALVE DI DROP INLET DW DOMESTIC WATER ECR END CURB RETURN EL ELEVATION EP EDGE OF PAVEMENT EVT ELECTRIC VAULT WITH TRANSFORMER EX. EXISTING FIFE FINISH FLOOR ELEVATION FL FLOW LINE FNC FENCE FPW FIRE PROTECTION WATER FS FINISHED SURFACE HDP HEAVY DUTY PAVEMENT HP HIGH POINT INV INVERT ELEVATION JB JUNCTION BOX LD LOCAL DEPRESSION MH MAN HOLE ENGINEERS NOTE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEVIATING FROM THIS PLAN. PROJECT GEOTECHNICAL CONSULTANT SALEM ENGINEERING GROUP INC. 4729 W. JACQUELYN AVENUE FRESNO, CA 93722 PHONE: (559) 271-9700 PROJECT NO: SALEM 2-218-0230 DATED: APRIL 6, 2018 L&W LENGTH AND WIDTH LP LOW POINT LS LANDSCAPING MIN MINIMUM OHW OVERHEAD WIRES PA PLANTER AREA PCC PORTLAND CEMENT CONCRETE R PROPERTY LINE POB POINT OF BEGINNING PP POWER POLE PVC POLYVINYL CHLORIDE PIPE R RADIUS RCP REINFORCED CONCRETE PIPE SDMH STORM DRAIN MAN -HOLE SDP STANDARD DUTY PAVEMENT SMH SEWER MAN -HOLE STD STANDARD SW SIDE WALK TC TOP OF CURB TF TOP OF FOOTING TG TOP OF GRATE TRANS TRANSITION TS TRANSITION STRUCTURE TSP TRAFFIC SIGNAL POLE TSPB TRAFFIC SIGNAL PULL BOX TW TOP OF WALL TYP TYPICAL UG UNDERGROUND VCP VITRIFIED CLAY PIPE WCR WHEEL CHAIR RAMP WV WATER VALVE OWNER DYNAMIC DEVELOPMENT COMPANY 1725 21s' STREET SANTA MONICA, CA 90404 PHONE: (310) 315-5401 CONTACT: MS. KELLY HARRISON PROJECT LOCATION Mid I C` r 4 r11J6 rt i JV VICINITY MAP NTS ON-SITE AREA: 1.22 AC ON-SITE DISTURBED AREA: 1.05 AC-IJYOFbHKtrtbh1=LL `t Ii' i1141f` n:-rAC*Ttierr WDID # 51`15C385080 SEPARATE PERMITS TO BE OBTAINED FOR: 1. FUELING STATION 2. FUEL TANKS 3. BUILDING STRUCTURE 4. PUBLIC STREETS (CITY) - 19TH AND GROVE STREETS 5. PUBLIC STREET (CALTRANS) - UNION AVE INDEX OF SHEETS: SHEET NUMBER DESCRIPTION 1. TITLE SHEET 2. DEMOLITION PLAN 3. HORIZONTAL CONTROL PLAN 4. PRECISE GRADING PLAN 5. EROSION CONTROL PLAN 6. EROSION CONTROL DETAILS SEWER AND DOMESTIC WATER PLAN 7' (REFERENCE ONLY) 8. CONSTRUCTION DETAILS STANDARD NOTES: 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESDONSIBILITY OF THE DEVELOPER/ SUBDIVIDER/ CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A. SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRAG AND/OR UPGRADING AS PER CITY ENGINEER. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800- 612-2444) IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONA- POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A NOTICE OF INTENT" (NOI) 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-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C385080 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. The GRADING PLAN as shown on this drawing is hereby approved, Subject to any inducted corrections or additions Approval by the Public Works Department and Building Department indicates approval orify as to desrgr criteria used and conformance to C ty Standards. Codes and Ordinances. Engneertcrthe sut)divrder,)rdevelopershall beresponsible for accuracy of calculations for this pian and snap submit a certified 'as - gra " plan after completion of the grading. POVED 3Y: CI Public Works i}eparmt n� Date J01 f t 11 ENGINEER'S CERTIFICATE STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS R FLECTE ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. D� DATE 121/17/2018 D. TODD SCHMIEDER, P.E. CE 37167 EXP 6-30-20 Bui{ding PERMIT NO. 18-40000047 Date CITY RECORDS NO. No. C37167 EXP. 06-30-20 7 z X� 0 L O a> o� 00 LL O U J U co � o Q -� O .�' v O z =; w rn .O 33') n m WWdU�< �L a)5 n ao ZfU LD ®Jzcoz 16 a U c N Q O H N v U CC) o C8 y Q N� 10 o 3 °' s a .� 0 0 C ~ a 3 _ -a Tri CL i F- i F Lii I tf� - Q � a y w J � will jI I v' 0 0 LL J � o Q -� LLJ z =; w rn LL WWdU�< n ZfU LD ®Jzcoz LU ZO.N Q N� O 7] <cf) C ~ W -a Tri CL i F- i Lii I J V) i - w � nEL jI I v' c I I v Li 3 Ci 0 c- o � U _v L� v c � o N Q / L Z rN U a� Z o w o z o �a Ld 0 Uj '2 w ? N > H M v rh D 0 0 0 0 0 1 C) L0 M 00 oo o n- N CL/ / N rn 1 OF 8 c 3 UJ UJ o � / o Y � I i BEGIN END I EX. � URO V 4 EX. FENCE WALL 1 REMOVAL EX' 1 6 EX. PCC \ \ W...STEPS 1 EX. i PPV \ R/W U ! 3� EX.SEWER 1 CSI LATERAL v L1. \ �4� 1 EX.SEWER \ �^ 1 EX. WATER LINE LATERAL LIMITS OF U) R/W SEE WET UTILITY n� ON-SITE WORK \ PLAN FOR LIMITS 3 EX. WALL � W"NkN 12 BEGIN NkM \ ,� 5 OTE (1) HEREO UNkN 8 6 ��� 3 � �.. � I POSSIBLE \ ELECTRIC ® 4 W �� 13 SEE WET UTILITY I 8 EX. LIMITS OF ON-SITE WOK PLAN FOR LIMITS F TYP. 1 \ 10 TYP. 9 3 RAMP 11 �� R/W \ _ ` r J 15 BEGIN 10 TYP. i -UNC' o W_ EX.SEWER 1 { 3 w LATERAL �~ 0 17 7�� Li i, - - J=� ❑ J'_ ° a F OSSIBLE / 15 SEWER 7 _ EL TY UNKNOWN END BEGIN 15 15 PIPE 15 END ��— UNKN - JNKN --- POSSIBLE SEPTIC SYSTEM OR n GREASE INTERCEPTOR, FULL OF 14- -- SLUDGE, UNABLE TO INSPECT n 8 101 10 30 40 ( IN FEET ) 1 INCH = 20 FEET UNDERGROUND SERVICE ALERT Call: TOLL FREE 1-800-422-4133 KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. TWO WORKING DAYS BEFORE YOU DIG 111 GENERAL DEMOLITION NOTES 3 K SEWER 4 ao UNKN UNKN TYP. N_a1_\ 19TH STREET (1) ALL EXISTING ON-SITE UTILITIES TO BE ABANDON IN PLACE OR REMOVED WHEN IN CONFLICT WITH PROPOSED UTILITIES. OFF-SITE DEMOLITION NOT SHOWN. FOR THE LIMITS OF OFF-SITE DEMOLITION SEE OFF SITE (2.) PUBLIC STREET PLANS AND CALTRANS STREET PLANS FOR LIMITS OF OFFSITE DEMOLITION. OFF-SITE DEMOLITION TO BE COMPLETED PER A SEPARATE PERMIT. (3) UNLESS OTHERWISE SHOWN HEREON, THE EXISTING DRIVEWAYS ON 19TH STREET AND UNION AVENUE ARE TO BE REMOVED AS PART OF THE OFF-SITE PUBLIC STREET IMPROVEMENTS. (4) EXISTING DRY AND WET UTILITY INFORMATION SHOWN HEREON WAS OBTAINED FROM BESS UTILITY SOLUTIONS UTLITITY LOCATING REPORT CI/ASCE 38-02, LEVEL "A" BTL -29-6618. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. r� ENGINEERS NOTE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEVIATING FROM THIS PLAN. I- J \T_yp_r9� REMOVAL ;1 LIMITS OF ON-SITE WORK PAVEMENT EX. FENCE GATE EX. WALL II EX. WALL & FENCE DEMOLITION CONSTRUCTION NOTES ❑1 PROTECT IN PLACE, ITEM PER PLAN. F2 REMOVE EXISTING BUILDING AND APPURTUNANCES F3 REMOVE EXISTING AC PAVEMENT ® REMOVE EXISTING FENCE ❑5 REMOVE EXISTING TREES AND LANDSCAPING © REMOVE EXISTING SIGN AND APPURTUNANCES F7 REMOVE EXISTING PCC PAVEMENT ® REMOVE EXISTING PCC CURB F9 REMOVE EXISTING WHEEL STOPS 10 REMOVE EXISTING BOLLARDS 11 FURNISH AND INSTALL BLIND CAP AND THRUST BLOCK TO ABANDON EX. 4" FIRE WATER LINE. (CONTRACTOR TO FIELD VERIFY LOCATION). 12 ABANDON EXISTING SEWER ON-SITE 13 ABANDON EXISTING 2" DOMESTIC WATER LINE ON SITE 14 REMOVE EXISTING GREASE INTERCEPTOR 15 REMOVE EXISTING ON-SITE UTILITY LINE (TYPE PER PLAN) PERMIT NO. 18-40000047 CITY RECORDS NO. N co 0 C4 o U oN E- co o d o O c -o . Q L 8 2 . c � � 6 L P a Y 2 U W I- Q p m (n z 0 z � °w F= � a Lu 0 I O Ilia E T 20 to N 0 0 0 LL Qo ^ I..L w d' M ~ p ��� W O) � W�/WQ�Lu< Z LLdV jj �Q O pz'cl)z Qocd _1 ZZai>_, "' 0 y O C=) of C, N� Q O mi C)Y z w Zm o' 3 v > J W I J W �CL ~ / I I U) c I I v 6 rn w V) 3 U CL C) C o Uy L L c o N O U Nro Z a U LL_I- �'V) m Q p q- z `�- D w Go Cj w co M 3: 6j U Lu E Lij z o F- W F- >m Q=<wtCF- 0 m o L0 000 0-3 U) C'4 / En N c OF 83 c 3 � w a io Y � II\x'111 IV ILLLV t� REFLECTIVE PAINT 4 LOADING ZONE STRIPING NOT TO SCALE UNDERGROUND SERVICE ALERT 43 Call: TOLL FREE 1-800-422-4133 KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. TWO WORKING DAYS BEFORE YOU DIG z Q J a H V) W W c C) I bc SIGN POST & SIGN PER 2013 CBC 11B-502.6 WHEELSTOP 2' OFFSET FROM CURB FACE BLUE BORDER ACCESS AISLES FULL LENGTH OF STALL WITH DIAGONAL BLUE LINES HATCHING R-99 (STANDARD) 12"X18" REFLECTORIZED ACCESSIBILITY SIGN WHITE ON BLUE R7 -8b WHITE SYMBOL ON BLUE BACKGROUND WHERE APPLICABLE (PER PLAN) 0-C PER 2013 CBC SEE BOLLARD SIGN POST 36 11B-502.3.3 DETAIL A SHOWN HEREON. SEE BREAK AWAY CHANNEL POST WHEN PIPE BOLLARD IS NOT REQUIRED. MIN. 12" HIGH 'NO SLOPE TOP PARKING' TEXT (PAINTED OF CONCRETE WHITE) REFERENCE 2013 CBC 118-502.3.3 9'-0" 8'0" VAN MIN 5'-0" MIN SEE SITE PLAN ACCESSIBILITY SYMBOL PER 2013 CBC 118-502.6 VAN STALLS TO NOTES: HAVE 12" "VAN" LETTERING 1. STRIPING SHALL BE 6" WIDE WHITE NON-REFLECTORIZED PAINT WITH BLUE BORDER PER 2013 CBC 1113-502.2. 2. ACCESSIBLE SPACE MUST PERMIT USE OF EITHER OF CAR DOORS. 3. BUMPER REQUIRED WHEN NO CURB OR BARRIER IS PROVIDED WHICH WILL PREVENT ENCROACHMENT OF CARS OVER WALKWAYS. 4. WHEEL CHAIR USERS MUST NOT BE FORCED TO GO BEHIND PARKED CARS OTHER THAN THEIR OWN. TYPICAL ACCESSIBLE PARKING STALL NOT TO SCALE UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. GROUND/PAVING 560-C-3250 PCC RESERVED PARKING VAN CCESSIBLE R99B(CA) MINIMUM 12"X9" PENALTY SIGN WITH FINE2so WORDING AS REQUIRED BY STATE OR LOCAL CODE z02-1 : (N 0 1LO \ 00 1t - f� NOTES:) DIA 1. SIGN SHALL BE CONSTRUCTED OF A MINIMUM 0.062" THICK ALUMINUM. 2. PLACE IN FRONT OF EACH ACCESSIBLE PARKING STALL WITHIN CLEAR VIEW, BUT NOT TO OBSTRUCT PASSAGE FROM PARKING STALL OR ANY WALKWAY. 3. MINIMUM VAN ACCESSIBLE VERTICAL CLEARANCE IS 8'-2" (fXtNOT CCESSIBLITY SIGN TO SCALE ENGINEERS NOTE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEVIATING FROM THIS PLAN. IN Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed 24" away at owner's expense. Towed vehicles may be reclaimed at: (REFER TO NOTE #4) or by telephoning: (REFER TO NOTE #4) SIGNAGE PER SPPWC STD. 180-0 2" x 2" GALVANIZED SQUARE TUBE USE 6" SCH. 40 STEEL PIPE Z FILLED W/ CONCRETE WITH M ROUNDED TOP AND PAINT TRAFFIC YELLOW r_ 0 I SLOPE TOP OF CONCRETE PAVED SURFACE EDGE OF TRAVEL WAY ( I o LLLi NOTES: L_J 1. SIGN TO BE PORCELAIN ON STEEL WITH A REFLECTORIZED BEADED TEXTJRE. BOTTOM OF SIGN TO BE +80" ABOVE FINISHED SURFACE, U.N.O. 2. SIGN TO CONFORM TO ALL CURRENT, STATE, LOCAL CODES AND/OR REGULATIONS. 3. LOCATE AT ALL MAIN DRIVEWAY ENTRIES. SEE SITE PLAN FOR LOCATIONS. 4. PRIOR TO FABRICATION AND INSTALLATION OF SIGN, CONTRACTOR SHALL OBTAIN ALL APPROPRIATE INFORMATION FOR BLANK SPACES OF SIGN FROM COUNTY OF ORANGE AND FILL IN AS A PERMANENT PART OF THE SIGN. 5. SIGN LETTERING SHALL BE NOT LESS THAN 1" IN HEIGHT. UNAUTHORIZED VEHICLE SIGN NOT TO SCALE 4'-0" 18"0 NOTE: MIN. HEIGHT OF BOTTOM EDGE OF LOWEST SIGN SHALL BE MIN. 7'-0" ABOVE FINISHED SURFACE 3500 P.S.I. P.C. CONCRETE BASE NOTES: ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S ,MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES , LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ABOLLARD SIGN POST NOT TO SCALE 10 30 40 ( IN FEET ) 1 INCH = 20 FEET LINE TABLE CV D LENGTH L1 ti 0.56 VAN NO PARKING BLUE BORDER ACCESS AISLES FULL LENGTH OF STALL WITH DIAGONAL BLUE LINES HATCHING R-99 (STANDARD) 12"X18" REFLECTORIZED ACCESSIBILITY SIGN WHITE ON BLUE R7 -8b WHITE SYMBOL ON BLUE BACKGROUND WHERE APPLICABLE (PER PLAN) 0-C PER 2013 CBC SEE BOLLARD SIGN POST 36 11B-502.3.3 DETAIL A SHOWN HEREON. SEE BREAK AWAY CHANNEL POST WHEN PIPE BOLLARD IS NOT REQUIRED. MIN. 12" HIGH 'NO SLOPE TOP PARKING' TEXT (PAINTED OF CONCRETE WHITE) REFERENCE 2013 CBC 118-502.3.3 9'-0" 8'0" VAN MIN 5'-0" MIN SEE SITE PLAN ACCESSIBILITY SYMBOL PER 2013 CBC 118-502.6 VAN STALLS TO NOTES: HAVE 12" "VAN" LETTERING 1. STRIPING SHALL BE 6" WIDE WHITE NON-REFLECTORIZED PAINT WITH BLUE BORDER PER 2013 CBC 1113-502.2. 2. ACCESSIBLE SPACE MUST PERMIT USE OF EITHER OF CAR DOORS. 3. BUMPER REQUIRED WHEN NO CURB OR BARRIER IS PROVIDED WHICH WILL PREVENT ENCROACHMENT OF CARS OVER WALKWAYS. 4. WHEEL CHAIR USERS MUST NOT BE FORCED TO GO BEHIND PARKED CARS OTHER THAN THEIR OWN. TYPICAL ACCESSIBLE PARKING STALL NOT TO SCALE UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. GROUND/PAVING 560-C-3250 PCC RESERVED PARKING VAN CCESSIBLE R99B(CA) MINIMUM 12"X9" PENALTY SIGN WITH FINE2so WORDING AS REQUIRED BY STATE OR LOCAL CODE z02-1 : (N 0 1LO \ 00 1t - f� NOTES:) DIA 1. SIGN SHALL BE CONSTRUCTED OF A MINIMUM 0.062" THICK ALUMINUM. 2. PLACE IN FRONT OF EACH ACCESSIBLE PARKING STALL WITHIN CLEAR VIEW, BUT NOT TO OBSTRUCT PASSAGE FROM PARKING STALL OR ANY WALKWAY. 3. MINIMUM VAN ACCESSIBLE VERTICAL CLEARANCE IS 8'-2" (fXtNOT CCESSIBLITY SIGN TO SCALE ENGINEERS NOTE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEVIATING FROM THIS PLAN. IN Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed 24" away at owner's expense. Towed vehicles may be reclaimed at: (REFER TO NOTE #4) or by telephoning: (REFER TO NOTE #4) SIGNAGE PER SPPWC STD. 180-0 2" x 2" GALVANIZED SQUARE TUBE USE 6" SCH. 40 STEEL PIPE Z FILLED W/ CONCRETE WITH M ROUNDED TOP AND PAINT TRAFFIC YELLOW r_ 0 I SLOPE TOP OF CONCRETE PAVED SURFACE EDGE OF TRAVEL WAY ( I o LLLi NOTES: L_J 1. SIGN TO BE PORCELAIN ON STEEL WITH A REFLECTORIZED BEADED TEXTJRE. BOTTOM OF SIGN TO BE +80" ABOVE FINISHED SURFACE, U.N.O. 2. SIGN TO CONFORM TO ALL CURRENT, STATE, LOCAL CODES AND/OR REGULATIONS. 3. LOCATE AT ALL MAIN DRIVEWAY ENTRIES. SEE SITE PLAN FOR LOCATIONS. 4. PRIOR TO FABRICATION AND INSTALLATION OF SIGN, CONTRACTOR SHALL OBTAIN ALL APPROPRIATE INFORMATION FOR BLANK SPACES OF SIGN FROM COUNTY OF ORANGE AND FILL IN AS A PERMANENT PART OF THE SIGN. 5. SIGN LETTERING SHALL BE NOT LESS THAN 1" IN HEIGHT. UNAUTHORIZED VEHICLE SIGN NOT TO SCALE 4'-0" 18"0 NOTE: MIN. HEIGHT OF BOTTOM EDGE OF LOWEST SIGN SHALL BE MIN. 7'-0" ABOVE FINISHED SURFACE 3500 P.S.I. P.C. CONCRETE BASE NOTES: ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S ,MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES , LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ABOLLARD SIGN POST NOT TO SCALE 10 30 40 ( IN FEET ) 1 INCH = 20 FEET LINE TABLE NUMBER BEARING LENGTH L1 N2' 06' 45"W 0.56 L3 N87 42' 06"E 20.00 L4 N2' 12' 55"W 81.02 L5 S87' 44' 59"W 24.85 L6 S87' 47' 06"W 18.03 L7 S87' 47' 05"W 20.33 L8 S2' 12' 54"E 0.24 L10 S87' 47' 26"W 2.50 L11 S87' 47' 25"W 16.59 L12 N2' 12' 5L"W 17.12 L14 S2' 12' 54"E 15.62 L15 N2' 11' 01"W 0.80 L17 S87' 47' 26"W 30.34 L18 N2' 12' 3L"W 81.00 L19 N87' 47' 05"E 18.00 L20 NO' 09' 53"E 20.76 L21 S89' 50' �7"E 9.74 L22 SO' 09' 53"W 16.93 L23 N16' 17' 30"E 17.47 L24 S73' 42' 30"E 54.00 L25 S16' 17' 30"W 13.51 L26 N87' 47' 32"E 1.88 L27 N87° 47' 26"E 14.43 L28 N87° 47' 34"E 20.64 L29 N87' 47' 26"E 15.00 L30 S2' 12' 34"E 135.00 L31 S87' 52' 17"W 25.56 L32 S87' 50' 45"W 46.16 L33 N48' 21' 37"W 17.93 L34 NO' 02' 42"E 100.05 CURVE TABLE CURVE DELTA LENGTH RADIUS C1 89' 54' 40" 15.69 10.00 C2 90' 02' 24" 7.07 4.50 C3 90' 00' 20" 2.36 1.50 C4 89' 59' 40" 2.36 1.50 C5 90' 00' 35" 12.57 8.00 C6 67' 23' 55" 23.36 19.86 C7 110' 32' 26" 9.65 5.00 C8 90' 00' 20" 4.71 3.00 C11 163' 52' 23" 1.43 0.50 C15 110' 10' 03" 5.77 3.00 C19 95' 12' 25" 5.03 3.02 C23 88' 29' 36" 6.66 4.31 C24 18' 53' 15" 6.58 19.97 C25 21' 25' 36" 7.48 20.00 C26 84' 45' 42" 5.92 4.00 C30 123' 03' 53" 10.74 5.00 C31 57' 08' 19' 19.94 20.00 SIGNING & STRIPING CONSTRUCTION NOTES O1 PAINT 4" WHITE PARKING STRIPING PER DETAIL 1 SHOWN HEREON O2 PAINT 4" BLUE STRIPES AND 4" DIAGONAL STRIPE O3 PAINT ADA ACCESSIBLE PARKING SPACE PER DETAIL 3 SHOWN HEREON ® PAINT LOADING ZONE STRIPING PER DETAIL 4 SHOWN HEREON O5 PAINT "WORD" PER CALTRANS STD PLAN NO. A24E © PAINT RIGHT ARROW PER CALTRANS STD. PLAN NO. A24A (TYPE IVR) O7 FURNISH AND INSTALL ADA PARKING SPACE, SIGNAGE PER DETAIL 7 SHOWN HEREON ® FURNISH AND INSTALL UNAUTHORIZED VEHICLE SIGN PER DETAIL 8 SHOWN HEREON O9 FURNISH AND INSTALL "RIGHT ONLY" SIGN R3 -5R PER MUCTD-CA PERMIT NO. 18-40000047 CITY RECORDS N0. >Lo oc� N N o - C Q 0)U U 6 O r_ �Q z o C C:> 0 r.- C/) O CD co p O `a .+ I- ai Y 2 U W Q 0 L O U U C P li Q C: v C N Q C O C y 0 Co W I_- � Ln z 0 0 Q 0 ) O Z ¢ = < w C p ❑ ❑ U ❑ Cif ❑ 0 N 3 U W I N 0 0 00 iI I I v � � �N 3 W CD a- C) Ln � 00 Co o Q N m C N rn �3 0 W v � �o Y O_ 0 Z 0 J 0 LL J J 0 otf�� - a �J oM �. wM LL1QUwU Z Z< H `� U p2WzcnZ -� Z0��-N0 _-:I (If �2 ��Y�-04 � F- Z Zr< m 0 LLu 0 J = LLJ ti y 0 Co W I_- � Ln z 0 0 Q 0 ) O Z ¢ = < w C p ❑ ❑ U ❑ Cif ❑ 0 N 3 U W I N 0 0 00 iI I I v � � �N 3 W CD a- C) Ln � 00 Co o Q N m C N rn �3 0 W v � �o Y O_ upi 0 10, I 23 8' MIN 0 NN LANDSCAPE U) Z a N Z �\ Wry j 20 30 Lu w F F- 3. CONTRACTOR SHALL ATTAIN A SAMPLE Q z TO BE COORDINATED WITH BUILDING PLUMBING PLANS BY CONTRACTOR. 4�TSIq z �_ 10' MIN U w Ll.l � o Q 1 C'4 � U ( IN FEET) Z z w w W M V) LLJz O Q 412.70 TW 1 INCH = 20 FEET J Q 411.82 FG ..0 z EX. RET. WALL 0 z 2% MAX 5% MIN.- NOTE: CALTRANS EAS CURB AND GU HAS 10" CURE PER RECORD ) FIELD SURVEY. 407.54 TC 407.00 TC 406.93 FS 406.64 FL 2' NOTE: ALL SITE CONCRETE FLAT WORK TO USE TYPE V CEMENT WITH 4500 PSI MIN. COMPRESSIVE STRENGTH (PER THE o 5 GEOTECHNICAL RECOMMENDATIONS). 5.07. ----- -~" o _ 71 m o 2 - #3 BARS M_ o J CONTINUOUS U 6 PCC RIBBON CURB DETAIL NTS (407.79)TC L 10 (DF=DEEPENED FOOTING; 4C9.25 FS 0" DF GE - - IL )9.11 TC _1 I 0 I 409.03 FS II I I 5' II I 408.19 FS FF - 409.25 408.27 FS Ii (PROP. FIRES RISER 409.25 FS DF DF " DF 41 -GB-- �- m 408.18 FS - °° 4.757. 408.10 FS 0 X408.16 FS 4.3% 409.16 FS 0 �� I 1.5% I 5[�>�E:1•1. 409.18 FS PCC S )EWALK L+vo.vo r - vts - - A B PCC SIDEWALK + ) 407.76 FS o (7)A UNDERGROUND SERVICE ALERT Call: TOLL FREE 1-800-422-4133 KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. TWO WORKING DAYS BEFORE YOU DIG SECTION B -B NTS _SLOPE O Df EX. C+G #3 REBARS (TYP)-"--" CONTINUOUS 1 -J PROPOSED 6' PCC SIDEWALK PER SEPARATE PLAN `t 19TH STREET (IMPROVEMENT PER SEPARATE PLANS AND CITY PERMIT) u.ni /n nrn nl AAI CONCRETE TYPE: CLASS A PER CALTRANS STANDARDS. 19 CONCRETE DRAIN DETAIL NTS UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 407.52 INV #4 REBAR 18"-\ CENTERED OVER PVC PIPE 3" PVC PIPE y 1.0% MSN 7'f - - o _ \ CONNECT TO \6 \ BLDG PLUMBING 24 ROOF DRAIN OUTLET N TS ENGINEERS NOTE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEVIATING FROM THIS PLAN. 1.6-2.4" EX. CITY SIDEWALK 4C8.70 TC 4C8.20 FL It�* 0 408.27 FS/BW I I 407.77 INV FL N, I I O FURNISH AND INSTALL HAND RAILING PER SPPWC I I I I STANDARD PLAN NO. 606-3 TYPE B PER SEPARATE PERMIT. CONSTRUCT 5' WIDE PCC WALK (t=4") (WITH #3 © REINFORCING BARS AT 18" O.C. BOTH DIRECTIONS) PER GEOTECHNICAL RECOMMENDATIONS. REMOVE AND RECONSTRUCT CITY PUBLIC SIDEWALK © PER ST -5. (W=6', t=4"). PER SEPARATE PERMIT. SPPWC STANDARD PLAN 151-2 PARKWAY DRAIN (S=18", B=4") PER SEPARATE PLAN AND PERMIT 10' EX. GRADE PAD GRADE PER STRUCTURAL AND / GEOTECHNICAL 24" 5' REQUIREMENTS 2 MIN. 4 MIN._ t.5% FF- 409.25' 5 _ _ - - a a a , 42� SEE z � i N NOTE (1) N 12" MIN. SCARIFY AND RECOMPACT SECTION A -A SEE SEE NOTE (1) SITE REMEDIAL GRADING DETAIL NOTE (2) NTS (1) SUBGRADE BELOW EXTERIOR FLAT WORK AND CONCRETE SLABS SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 12" BELOW EXISTING GRADE OR 12" BELOW SUBGRADE (WHICHEVER IS GREATER), AND RECOMPACTED PER GEOTECHNICAL RECOMMENDATION. REMEDIAL EXCAVATION UNDER STRUCTURES SHALL BE A MINIMUM OF 12" UNDER SLAB (2) AND FOUNDATION/FOOTINGS AND A MINIMUM OF 36" BELOW EXISTING GRADE PER GEOTECHNCIAL RECOMMENDATIONS. BACKFILL SHALL BE COMPACTED PER GOTECHNICAL RECOMMENDATIONS FOR THE PROPOSED STRUCTURE. CONSTRUCTION NOTES O1 PROTECT IN PLACE (ITEMS AS NOTED) O CONSTRUCT 6" PCC CURB PER SPPWC STD. PLAN NO. 120-2 (TYPE A1-6) 3 CONSTRUCT 6" PCC CURB AND GUTTER PER SPPWC STD. PLAN NO. 120-2 (TYPE A2-6 W=18") ®CONSTRUCT 4" PCC WALK PER SEPARATE PLANS AND PER GEOTECHNICAL RECOMMENDATIONS 5 CONSTRUCT 3.5" AC OVER 4" CL. II AB PAVEMENT PER GEOTECHNICAL O RECOMMENDATIONS (HEAVY DUTY) © CONSTRUCT PCC RIBBON CURB PER DETAIL 6 SHOWN HEREON O7 TRASH ENCLOSURE PER ARCHITECTURAL PLANS ® FUEL TANKS PER SEPARATE PLANS 9 CONSTRUCT ADA RAMP, TYPE I PER SPPWC STD. PLAN NO. 111-4 (USE TRUNCATED DOMES PER DETAIL 21) 10 CMU BLOCK SCREEN WALL AND GATE PER ARCHITECTURAL PLANS 11 HEALY TANK PER SEPARATE PLANS CONSTRUCT 3.0" AC OVER 4" CL. II AB PER GEOTECHNICAL 12 RECOMMENDATION (PARKING LOT) 13 FUELING AREA AND CANOPY PER SEPARATE PLANS 14 CONSTRUCT 6" PCC OVER 4" CL. II AB PAVEMENT PER GEOTECHNICAL RECOMMENDATIONS 15 NOT USED. 0 @ @ 0 @ PRE- FABRIACTED TILE SHALL DIFFER 16 DRIVEWAY PER SEPARATE PLANS AND PERMIT FROM ADJOINING SURFACES IN CONSTRUCT 8" PCC OVER 4" CL. II AB PAVEMENT PER GEOTECHNICAL O A a Op RESILIENCY OR SOUND -ON -CANE 17 RECOMMENDATION CONTAC18 BIKE RACK AND LOCKERS PER ARCHITECTURAL PLANS 0 @ @ 0.65" 19 CONSTRUCT CONCRETE DRAIN (L=8') PER DETAIL 19 HEREON. MIN PARKWAY DRAIN PER SPPWC STANDARD PLAN 151-2 (S=18",B=4"). - PER -O OO O O 0 20 SEPARATE PLANS AND PERMIT. NOTES:FURNISH AND INSTALL PRE -CAST TRUNCATED DOME PLATE PER DETAIL 21 1. DETECTABLE WARNING SURFACES SHALL 21 SHOWN HEREON (COLOR PER ARCHITECT). O \@ @ BE APPLIED IN ACCORDANCE WITH SECTION 22 FURNISH AND INSTALL FENCING PER LANDSCAPE ARCHITECT PLANS. 705 OF THE 2010 ADA STANDARDS FOR 'CONSTRUCT 2' ' X 3CONCRETE PAD FOR AIR WATER UNIT (AIR/WATER UNIT ACCESSIBLE DESIGN AIR/ WATER 0 10, I 23 8' MIN 0 BE YELLOW CONFORMING TO FS 33538 OF LANDSCAPE R TOP DIAMETER OF SETBACK 14' REBAR AND CONNECTION TO ROOF DRAIN -FINAL LOCATIONS FOR OUTLETS 20 30 40 3. CONTRACTOR SHALL ATTAIN A SAMPLE Q TO BE COORDINATED WITH BUILDING PLUMBING PLANS BY CONTRACTOR. 4�TSIq BASE DIAMETER OF 0.9-1.4" 0 2, BEFORE INSTALLATION. 10' MIN FURNISH AND INSTALL TUBULAR STEEL HAND RAILING ON THE EXISTING z :ZDU) O W Q 1 C'4 ( IN FEET) BUILDING SETBACK W W 412.70 TW 1 INCH = 20 FEET J 411.82 FG i EX. RET. WALL SLOPE TO DRAIN 2% MAX 5% MIN.- 2- I J 5 I - -- - __F - - - 408.64 FG UNDERGROUND SERVICE ALERT Call: TOLL FREE 1-800-422-4133 KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. TWO WORKING DAYS BEFORE YOU DIG SECTION B -B NTS _SLOPE O Df EX. C+G #3 REBARS (TYP)-"--" CONTINUOUS 1 -J PROPOSED 6' PCC SIDEWALK PER SEPARATE PLAN `t 19TH STREET (IMPROVEMENT PER SEPARATE PLANS AND CITY PERMIT) u.ni /n nrn nl AAI CONCRETE TYPE: CLASS A PER CALTRANS STANDARDS. 19 CONCRETE DRAIN DETAIL NTS UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 407.52 INV #4 REBAR 18"-\ CENTERED OVER PVC PIPE 3" PVC PIPE y 1.0% MSN 7'f - - o _ \ CONNECT TO \6 \ BLDG PLUMBING 24 ROOF DRAIN OUTLET N TS ENGINEERS NOTE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEVIATING FROM THIS PLAN. 1.6-2.4" EX. CITY SIDEWALK 4C8.70 TC 4C8.20 FL It�* 0 408.27 FS/BW I I 407.77 INV FL N, I I O FURNISH AND INSTALL HAND RAILING PER SPPWC I I I I STANDARD PLAN NO. 606-3 TYPE B PER SEPARATE PERMIT. CONSTRUCT 5' WIDE PCC WALK (t=4") (WITH #3 © REINFORCING BARS AT 18" O.C. BOTH DIRECTIONS) PER GEOTECHNICAL RECOMMENDATIONS. REMOVE AND RECONSTRUCT CITY PUBLIC SIDEWALK © PER ST -5. (W=6', t=4"). PER SEPARATE PERMIT. SPPWC STANDARD PLAN 151-2 PARKWAY DRAIN (S=18", B=4") PER SEPARATE PLAN AND PERMIT 10' EX. GRADE PAD GRADE PER STRUCTURAL AND / GEOTECHNICAL 24" 5' REQUIREMENTS 2 MIN. 4 MIN._ t.5% FF- 409.25' 5 _ _ - - a a a , 42� SEE z � i N NOTE (1) N 12" MIN. SCARIFY AND RECOMPACT SECTION A -A SEE SEE NOTE (1) SITE REMEDIAL GRADING DETAIL NOTE (2) NTS (1) SUBGRADE BELOW EXTERIOR FLAT WORK AND CONCRETE SLABS SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 12" BELOW EXISTING GRADE OR 12" BELOW SUBGRADE (WHICHEVER IS GREATER), AND RECOMPACTED PER GEOTECHNICAL RECOMMENDATION. REMEDIAL EXCAVATION UNDER STRUCTURES SHALL BE A MINIMUM OF 12" UNDER SLAB (2) AND FOUNDATION/FOOTINGS AND A MINIMUM OF 36" BELOW EXISTING GRADE PER GEOTECHNCIAL RECOMMENDATIONS. BACKFILL SHALL BE COMPACTED PER GOTECHNICAL RECOMMENDATIONS FOR THE PROPOSED STRUCTURE. CONSTRUCTION NOTES O1 PROTECT IN PLACE (ITEMS AS NOTED) O CONSTRUCT 6" PCC CURB PER SPPWC STD. PLAN NO. 120-2 (TYPE A1-6) 3 CONSTRUCT 6" PCC CURB AND GUTTER PER SPPWC STD. PLAN NO. 120-2 (TYPE A2-6 W=18") ®CONSTRUCT 4" PCC WALK PER SEPARATE PLANS AND PER GEOTECHNICAL RECOMMENDATIONS 5 CONSTRUCT 3.5" AC OVER 4" CL. II AB PAVEMENT PER GEOTECHNICAL O RECOMMENDATIONS (HEAVY DUTY) © CONSTRUCT PCC RIBBON CURB PER DETAIL 6 SHOWN HEREON O7 TRASH ENCLOSURE PER ARCHITECTURAL PLANS ® FUEL TANKS PER SEPARATE PLANS 9 CONSTRUCT ADA RAMP, TYPE I PER SPPWC STD. PLAN NO. 111-4 (USE TRUNCATED DOMES PER DETAIL 21) 10 CMU BLOCK SCREEN WALL AND GATE PER ARCHITECTURAL PLANS 11 HEALY TANK PER SEPARATE PLANS CONSTRUCT 3.0" AC OVER 4" CL. II AB PER GEOTECHNICAL 12 RECOMMENDATION (PARKING LOT) 13 FUELING AREA AND CANOPY PER SEPARATE PLANS 14 CONSTRUCT 6" PCC OVER 4" CL. II AB PAVEMENT PER GEOTECHNICAL RECOMMENDATIONS 15 NOT USED. 0 @ @ 0 @ PRE- FABRIACTED TILE SHALL DIFFER 16 DRIVEWAY PER SEPARATE PLANS AND PERMIT FROM ADJOINING SURFACES IN CONSTRUCT 8" PCC OVER 4" CL. II AB PAVEMENT PER GEOTECHNICAL O A a Op RESILIENCY OR SOUND -ON -CANE 17 RECOMMENDATION CONTAC18 BIKE RACK AND LOCKERS PER ARCHITECTURAL PLANS 0 @ @ 0.65" 19 CONSTRUCT CONCRETE DRAIN (L=8') PER DETAIL 19 HEREON. MIN PARKWAY DRAIN PER SPPWC STANDARD PLAN 151-2 (S=18",B=4"). - PER -O OO O O 0 20 SEPARATE PLANS AND PERMIT. NOTES:FURNISH AND INSTALL PRE -CAST TRUNCATED DOME PLATE PER DETAIL 21 1. DETECTABLE WARNING SURFACES SHALL 21 SHOWN HEREON (COLOR PER ARCHITECT). O \@ @ BE APPLIED IN ACCORDANCE WITH SECTION 22 FURNISH AND INSTALL FENCING PER LANDSCAPE ARCHITECT PLANS. 705 OF THE 2010 ADA STANDARDS FOR 'CONSTRUCT 2' ' X 3CONCRETE PAD FOR AIR WATER UNIT (AIR/WATER UNIT ACCESSIBLE DESIGN AIR/ WATER CONCRETE BLOCK WALL PER DETAIL 25 ON SHEET 8 TAPERED EDGES WHERE EXPOSED PERMIT NO. 18-40000047 SECTION A -A TRUNCATED DOMES ��. - 1. 7o 21 NTS CITY RECORDS NO. CV co CD 0 LoLo : Lo 6o a o CD Q U 04 c U 00 C C p C 10 ri- QLo o n a } A 0 U U c 2 u. Q) a o N � 0 m cn E c� 0 N c-_3 0 2. DETECTABLE WARNING SURFACES SHALL 23 NSTALLATION PER SEPARATE PLANS AND PERMIT). 0 BE YELLOW CONFORMING TO FS 33538 OF V - CONSTRUCT 3" PVC OUTLET DRAIN PER DETAIL 24 HERON (INCLUDING TOP DIAMETER OF FEDERAL STANDARD 595C. 24 REBAR AND CONNECTION TO ROOF DRAIN -FINAL LOCATIONS FOR OUTLETS - 50%-65% OF THE BASE DIAMETER 3. CONTRACTOR SHALL ATTAIN A SAMPLE Q TO BE COORDINATED WITH BUILDING PLUMBING PLANS BY CONTRACTOR. 4�TSIq BASE DIAMETER OF 0.9-1.4" 0 2, BEFORE INSTALLATION. 25 FURNISH AND INSTALL TUBULAR STEEL HAND RAILING ON THE EXISTING z :ZDU) O CONCRETE BLOCK WALL PER DETAIL 25 ON SHEET 8 TAPERED EDGES WHERE EXPOSED PERMIT NO. 18-40000047 SECTION A -A TRUNCATED DOMES ��. - 1. 7o 21 NTS CITY RECORDS NO. CV co CD 0 LoLo : Lo 6o a o CD Q U 04 c U 00 C C p C 10 ri- QLo o n a } A 0 U U c 2 u. Q) a o N � 0 m cn E c� 0 N c-_3 4 OF 8 0 0 0 z V - Q o Ur Ct CD ~zC W°' Z Lu Q U�W�U LLLL > ¢LU =<tLU 0?�Z�z 0 z :ZDU) O W Q 1 C'4 zm W W J W i 4 OF 8 O N r� - z0L�o 3 uiU Fwz ¢LU =<tLU 0 0 0 6 0 W 0-3 4 OF 8 NOTECONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES , PRIOR TO BEGINNING CONSTRUCTION 10 30 40 ( IN FEET 1 INCH = 20 FEET UNDERGROUND SERVICE ALERT Call: TOLL FREE f 1-800-422-4133 KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. TWO WORKING DAYS BEFORE YOU DIG IIa EM II ❑ Ch II I cl i p ao Jul r-3 J I G)yo S� �3° \42 '3 e R X17 19TH STREET EX. RETAINING WALL TO BE PROTECTED \ \ EROSION CONTROL NOTES aINSTALL STABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON SHEET 6. INSTALL DOUBLE GRAVEL BAG PROTECTION PER DETAIL ON SHEET 6. (3 INSTALL PERIMETER CONTROL FENCE WITH TAN SCREEN. ®INSTALL CONSTRUCTION STAGING AREA ** SUGGESTED SOLID WASTE MANAGEMENT LOCATION, PER BMP WM-5 (SIZE=STANDARD TRAILER SIZE) (CONTRACTOR TO LOCATE ON-SITE AS NECESSARY FOR CONSTRUCTION). ©SUGGESTED SPILL PREVENT AND CONTROL STAGING AREA, PER BMP WM-4 (SIZE 10X10) (CONTRACTOR TO LOCATE ON-SITE AS NECESSARY FOR CONSTRUCTION SEQUENCING). (T)INSTALL CONCRETE TRUCK WASHOUT PER DETAIL ON SHEET 6. ®INSTALL CURB INLET PROTECTION PER DETAIL ON SHEET 6. (I)INSTALL 16' MINIMUM WIDTH, DOUBLE CONSTRUCTION GATE. (J0)INSTALL GRATED INLET PROTECTION PER DETAIL ON SHEET 6. 11 PROTECT EXISTING AC PAVEMENT CONTRACTOR TO PLACE AND MAINTAIN GRAVEL BAGS (NOTE#2) ALONG TOP OF CURB FROM UNION 12 AVENUE TO 19TH STREET ON SOUTH SIDE OF GROVE STREET TO PROVIDE EROSION CONTROL PROTECTION FOR OFF-SITE SIDEWALK IMPROVEMENTS ALONG GROVE STREET. « LOCATIONS AND SIZE ARE RECOMMENDATIONS ONLY, CONTRACTOR OR QSP TO RELOCATE AS NECESSARY \ SWPPP VISUAL MONITORING LOCATIONS: \ / LOCATION EX. RETAINING WALL/ WALL TO BE PROTECTED IN PLACE SITE DRAINAGE AREA SD -X DESCRIPTION SD -1 I I \ CONSTRUCTION ENTRANCE L� CURB INLET AT THE NORTHEAST CORNER OF UNINON AND 19TH STREET DL -4 o -f 1. o � 0 CASQA CONSTRUCTION HANDBOOK. z PREVENTION PLAN (SWPP), AND THE RECOMMENDATIONS OF SOILS REPORT. 0�/ oo 2. EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE DAILY EQUIPMENT TRACKING CONTROL WASTE MANAGEMENT & MATERIAL R RAINFALL PROBABILITY EXCEEDS 40%. TC1 - STABILIZED CONSTRUCTION ENTRANCE/EXIT POLLUTION CONTROL Lu 0 TC3 - ENTRANCE / OUTLET TIRE WASH WM1 - MATERIAL DELIVERY AND STORAGE 3. Z WM2 - W 0 SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO cli WM3 - STOCKPILE MANAGEMENT `: FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL DEVICES AT ALL TIME. W Z SPILL PREVENTION AND CONTROL > 0 WIND EROSION CONTROL WE1 -WIND EROSION CONTROL WM5 - WM6 -HAZARDOUS Z --- 4. CONTROLS SHALL BE SET UP AND MAINTAINED AS CONSTRUCTION PROCEEDS. ADJUSTMENTS TO THE EROSION WM8 - I� 0 N p i N 0 ~ � w I I Lr; ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL IMPLEMENT STRUCTURAL AND NONSTRUCTURAL BEST SE7 - STREET SWEEPING AND VACUUMING 0 MANAGEMENT PRACTICES (BMP) IN CONFORMANCE WITH THE GUIDELINES OF THE CALIFORNIA STORM WATER BMP 0 0 zl 1 WATER CONSERVATION PRACTICES I�! >I c� NS3 - PAVING AND GRINDING OPERATION u)LLJ NS6 - ILLICIT CONNECTION- ILLEGAL DISCHARGE DETECTION 6. AFTER A RAINSTORM, ALL SEDIMENT AND DEBRIS SHALL BE REMOVED FROM STREETS, CHECK BERMS AND DESILTING NS7 - POTABLE WATER IRRIGATION DISCHARGE DETECTION NOTECONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES , PRIOR TO BEGINNING CONSTRUCTION 10 30 40 ( IN FEET 1 INCH = 20 FEET UNDERGROUND SERVICE ALERT Call: TOLL FREE f 1-800-422-4133 KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. TWO WORKING DAYS BEFORE YOU DIG IIa EM II ❑ Ch II I cl i p ao Jul r-3 J I G)yo S� �3° \42 '3 e R X17 19TH STREET EX. RETAINING WALL TO BE PROTECTED \ \ EROSION CONTROL NOTES aINSTALL STABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON SHEET 6. INSTALL DOUBLE GRAVEL BAG PROTECTION PER DETAIL ON SHEET 6. (3 INSTALL PERIMETER CONTROL FENCE WITH TAN SCREEN. ®INSTALL CONSTRUCTION STAGING AREA ** SUGGESTED SOLID WASTE MANAGEMENT LOCATION, PER BMP WM-5 (SIZE=STANDARD TRAILER SIZE) (CONTRACTOR TO LOCATE ON-SITE AS NECESSARY FOR CONSTRUCTION). ©SUGGESTED SPILL PREVENT AND CONTROL STAGING AREA, PER BMP WM-4 (SIZE 10X10) (CONTRACTOR TO LOCATE ON-SITE AS NECESSARY FOR CONSTRUCTION SEQUENCING). (T)INSTALL CONCRETE TRUCK WASHOUT PER DETAIL ON SHEET 6. ®INSTALL CURB INLET PROTECTION PER DETAIL ON SHEET 6. (I)INSTALL 16' MINIMUM WIDTH, DOUBLE CONSTRUCTION GATE. (J0)INSTALL GRATED INLET PROTECTION PER DETAIL ON SHEET 6. 11 PROTECT EXISTING AC PAVEMENT CONTRACTOR TO PLACE AND MAINTAIN GRAVEL BAGS (NOTE#2) ALONG TOP OF CURB FROM UNION 12 AVENUE TO 19TH STREET ON SOUTH SIDE OF GROVE STREET TO PROVIDE EROSION CONTROL PROTECTION FOR OFF-SITE SIDEWALK IMPROVEMENTS ALONG GROVE STREET. « LOCATIONS AND SIZE ARE RECOMMENDATIONS ONLY, CONTRACTOR OR QSP TO RELOCATE AS NECESSARY \ SWPPP VISUAL MONITORING LOCATIONS: \ / LOCATION EX. RETAINING WALL/ WALL TO BE PROTECTED IN PLACE SITE DRAINAGE AREA SD -X DESCRIPTION SD -1 STAGING AREA SD -2 CONSTRUCTION ENTRANCE SWPPP SAMPLING LOCATIONS: NON-VISIBLE POLLUTANT SAMPLE -CONTRACTORS YARD NP -X DESCRIPTION NP -1 CONSTRUCTION STAGING AREA STORMWATER DISCHARGE LOCATIONS DL -X DESCRIPTION DL -1 STAGING AREA DL -2 CONSTRUCTION ENTRANCE DL -3 CURB INLET AT THE NORTHEAST CORNER OF UNINON AND 19TH STREET DL -4 U-CHANNEL/PARKWAY DRAIN, SOUTHERN CENTRAL PROPERTY LINE LEGEND — — PROPERTY LINE PERIMETER CONTROL FENCE. SEE CONSTRUCTION NOTE 3 HEREON. LIMITS OF DISTURBANCE GRAVEL BAGS. SEE CONSTRUCTION NOTE 2 HEREON. SUGGESTED PORTABLE RESTROOM LOCATION (WM-09), MIN. 50 FROM ® STORM DRAIN INLETS. (SIZE=STANDARD PORTABLE TOILET SIZE) (CONTRACTOR TO LOCATE AS NECESSARY) [ STABILIZED CONSTRUCTION ENTRANCE; TC -1 (USE RUMBLE PLATES kL� WHERE SPECIFIED). SEE CONSTRUCTION NOTE 1 HEREON. ILL -U 6 X l CONCRETE TRUCK WASHOUT (WM-08). SEE CONSTRUCTION NOTE 7 - I -� E HEREON. C\1; 1. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORM WATER ARE ALLOWED ONLY WHEN NECESSARY FOR ARE ALLOWED ONLY WHEN NECESSARY FOR PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD: CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE: OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY PARTS 117 & 302. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS: WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS: ASBESTOS, FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS: FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS: FERTILIZES, WATER: CONCRETE, DETERGENT OR FLOATABLE WASTES: WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DECREASING: AND SUPERCHLORINATED POTABLE WATER LINE FLUSHINGS. DURING CONSTRUCTION DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUN-OFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 2. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED, DEWATERING OF NON -CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD. 3. CONTRACTOR TO MAINTAIN ON SITE AT ALL TIMES MATERIALS TO DEAL WITH POTENTIAL SPILLS INCLUDING OIL ABSORBENT ROLLS AND KITTY LITTER. 1 \ CONSTRUCTION STAGING AREA. SEE CONSTRUCTION NOTE 4 HEKEO SUGGESTED SOLID WASTE MANAGEMENT LOCATION; WM-05. N. _ (SIZE=STANDARD TRAILER SIZE TRASH RECEPTACLE) (CONTRACTOR - TO LOCATE AS NECESSARY). SEE CONSTRUCTION NOTE 5 HEREON. SUGGESTED SPILL PREVENT &CONTROL STORAGE AREA; WM-04. - �(SIZE=10'X10') (CONTRACTOR TO LOCATE AS NECESSARY). SEE ' CONSTRUCTION NOTE 6 HEREON. DIRECTION OF FLOW. SEDIMENT TRAPPING DEVICE. ® UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ENGINEERS NOTE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEVIATING FROM THIS PLAN. SWPPP NOTES EROSION CONTROL GRAVEL BAGS NOTE GRAVEL BAGS SHALL BE MADE OF WOVEN GEOTEXTILE FABRIC (24"X18"X6" MIN). BAGS SHALL BE FILLED WITH 3/4" DRAIN ROCK OR 1/4" PEA GRAVEL. PLACE 2 LAYERS OF OVERLAPPING BAGS AND PACK THEM TIGHTLY TOGETHER TO MINIMIZE THE SPACE BETWEEN BAGS. LEAVE GAP OF ONE BAG IN THE MIDDLE OF THE TOP ROW TO SERVE AS A SPILLWAY. SPILLWAY HEIGHT SHALL BE LOWER THAN THE TOP OF CURB. PERMIT NO. 18-40000047 CITY RECORDS NO. N co 0 2 v > o� C4 Q o - Q) U N uo a O c10 CL Q \ L Z O v E o� Q cn z O z O Lu a 0 W w 0 O z x� O L7 O L O d n_ C) am 0 -, U C � U a 0 N C] 0 Z EROSION AND SEDIMENT CONTROL GENERAL NOTES STORMWATER BEST MANAGEMENT PRACTICE _l 0(� 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL PLANS, THE PROJECT'S STORM WATER POLLUTION CASQA CONSTRUCTION HANDBOOK. J PREVENTION PLAN (SWPP), AND THE RECOMMENDATIONS OF SOILS REPORT. 0�/ oo 2. EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE DAILY EQUIPMENT TRACKING CONTROL WASTE MANAGEMENT & MATERIAL RAINFALL PROBABILITY EXCEEDS 40%. TC1 - STABILIZED CONSTRUCTION ENTRANCE/EXIT POLLUTION CONTROL 0 TC3 - ENTRANCE / OUTLET TIRE WASH WM1 - MATERIAL DELIVERY AND STORAGE 3. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY WM2 - MATERIAL USE 0 SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO cli WM3 - STOCKPILE MANAGEMENT FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL DEVICES AT ALL TIME. W WM4 - SPILL PREVENTION AND CONTROL > �w w � WIND EROSION CONTROL WE1 -WIND EROSION CONTROL WM5 - WM6 -HAZARDOUS SOLID WASTE MANAGEMENT WASTE MANAGEMENT 4. CONTROLS SHALL BE SET UP AND MAINTAINED AS CONSTRUCTION PROCEEDS. ADJUSTMENTS TO THE EROSION WM8 - CONCRETE WASTE MANAGEMENT CONTROL PLANS ARE ALLOWABLE AS REQUIRED AND APPROVED BY CITY. TEMPORARY SEDIMENT CONTROL WM9 - SANITARY / SEPTIC WASTE MANAGEMENT ~ n SE6 -GRAVEL BAG BERM I I 5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL IMPLEMENT STRUCTURAL AND NONSTRUCTURAL BEST SE7 - STREET SWEEPING AND VACUUMING NON STRUCTURAL MANAGEMENT PRACTICES (BMP) IN CONFORMANCE WITH THE GUIDELINES OF THE CALIFORNIA STORM WATER BMP SE10 - STORM DRAIN INLET PROTECTION NS1 - WATER CONSERVATION PRACTICES HANDBOOKS. c� NS3 - PAVING AND GRINDING OPERATION u)LLJ NS6 - ILLICIT CONNECTION- ILLEGAL DISCHARGE DETECTION 6. AFTER A RAINSTORM, ALL SEDIMENT AND DEBRIS SHALL BE REMOVED FROM STREETS, CHECK BERMS AND DESILTING NS7 - POTABLE WATER IRRIGATION DISCHARGE DETECTION BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL BE EROSION CONTROL NS8 - VEHICLE AND EQUIPMENT CLEANING o -v IMMEDIATELY REPAIRED. EC1 - SCHEDULING NS9 - VEHICLE AND EQUIPMENT FUELING _v LL NS1- VEHICLE AND EQUIPMENT MAINTENANCE UN U `v NS12 -CONCRETE CURING 7, THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT LL- I_ ii 0 � < < z < NS13 - CONCRETE FINISHING co a� TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATED A HAZARDOUS CONDITION. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ENGINEERS NOTE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEVIATING FROM THIS PLAN. SWPPP NOTES EROSION CONTROL GRAVEL BAGS NOTE GRAVEL BAGS SHALL BE MADE OF WOVEN GEOTEXTILE FABRIC (24"X18"X6" MIN). BAGS SHALL BE FILLED WITH 3/4" DRAIN ROCK OR 1/4" PEA GRAVEL. PLACE 2 LAYERS OF OVERLAPPING BAGS AND PACK THEM TIGHTLY TOGETHER TO MINIMIZE THE SPACE BETWEEN BAGS. LEAVE GAP OF ONE BAG IN THE MIDDLE OF THE TOP ROW TO SERVE AS A SPILLWAY. SPILLWAY HEIGHT SHALL BE LOWER THAN THE TOP OF CURB. PERMIT NO. 18-40000047 CITY RECORDS NO. N co 0 2 v > o� C4 Q o - Q) U N uo a O c10 CL Q \ L Z O v E o� Q cn z O z O Lu a 0 W w 0 O z x� O L7 O L O d n_ C) am 0 -, U C � U a 0 N C] 0 Z QO _l 0(� J J 0�/ oo LL � I—'LLJ Z� wo Z LLQU�FU) 0 Q �z <¢ -2 zCN0 C� z ZDV? -L'2 <CDY�04 O 0 r¢ cli Z m W 0 > �w w � W I N W J W 0� ~ n I I � I 'v I v c� u)LLJ 3 w v C.D a o o -v U _v LL O N UN U `v t+') U U 0 w d - LZ m LL- I_ ii 0 � < < z < O w 0 0 0 co a� 3: ui U :t.i Li i z ap Q= Q W Q COO N m 0 U 001f 0� o I C) n n co oo o a N i� V � N 5C) 8 C)a .3 Lj %o Y CL TO BE USED ON DIRT LOCATIONS GF' �J�F SPO O > CORRUGATED STEEL PANELS (24' OR MAX. ALLOWED BY SITE) - DRAIN TO SEDIMENT CONTROL DEVICE EXISTING CURB INLET NOTE: CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE 12" MI1' FILTER FABRIC CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" TO BE USED ON EXISTING AC OR CONCRETE PAVEMENT LOCATIONS Minimum 4" of 3/4" Gravel Gravel bags or silt dike on pavement. Terminate at existing curb or construction fence. SEDIMENT TRAPPING DEVICE PC' 4 ��FO p0 O� G� NO �QJ ��� P� �S 0 15' (min.) SECTION A -A N.T.S Existing Curb or Construction Fence 3' 2, LEGEND PROPERTY LINE PERIMETER CONTROL FENCE. SEE CONSTRUCTION NOTE 3 HEREON. Corrugated LIMITS OF DISTURBANCE steel panels "rumble plates GRAVEL BAGS. SEE CONSTRUCTION NOTE 2 HEREON. ® SUGGESTED PORTABLE RESTROOM LOCATION (WM-09), MIN. 50' FROM STORM DRAIN INLETS. (SIZE=STANDARD PORTABLE TOILET SIZE) Original (CONTRACTOR TO LOCATE AS NECESSARY) grade Filter Fabric STABILIZED CONSTRUCTION ENTRANCE; TC -1 (USE RUMBLE PLATES WHERE SPECIFIED). SEE CONSTRUCTION NOTE 1 HEREON. Sediment trapping device ** Note: Construct sediment barrier and channelize runoff to R sediment trapping device. ** 24' (min.) Existing curb or construction fence. PLAN VIEW A 10' min or 1 as required a to accommodate anticipated traffic, hichever is greater 3/4" gravel. — Corrugated steel panels "rumble plates" Existing Pavement ** N.T.S Note: In lieu of providing a sediment trapping device at the construction entrance the contractor shall provide daily sweeping of rumble plates and area leading to the street (15' minimum) or a required, and dispose of collected sediment. Contractor shall also provide street sweeping in accordance with the storm water pollution prevention plan (SWPPP). CONSTRUCTION ENTRANCE DETAIL (PER CASQA CONSTRUCTION BMP HANDBOOK STD. TC -1) N.T.S. PERIMETER 2 BAGS HIGH ABOVE PARKWAY SURFACE (OMIT ONE BAG ON TOP ROW FOR INFLOW) LINE OPENING W/ GEOFABRIC DETAIL OF GRAVEL BAGS AT CURB INLETS U N.T.S. EROSION CONTROL GRAVEL BAGS NOTES GRAVEL BAGS SHALL BE MADE OF WOVEN GEOTEXTILE FABRIC (24"X18"X6" MIN). BAGS SHALL BE FILLED WITH 3/4" DRAIN ROCK OR 1/4" PEA GRAVEL. PLACE 2 LAYERS OF OVERLAPPING BAGS AND PACK THEM TIGHTLY TOGETHER TO MINIMIZE THE SPACE BETWEEN BAGS. LEAVE GAP OF ONE BAG IN THE MIDDLE OF THE TOP ROW TO SERVE AS A SPILLWAY. SPILLWAY HEIGHT SHALL BE LOWER THAN THE TOP OF CURB. UNDERGROUND SERVICE ALERT Call: TOLL FREE 1-800-422-4133 KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. TWO WORKING DAYS BEFORE YOU DIG UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. LATH AND — FLAGGING ON ALL SIDES a GRAVEL BA TYP. ENGINEERS NOTE TO CONTRACTOR: 10' MINIMUM Cm ED- PLAN VIEW NTS Eat NOTE: 1. DETAIL PER CALIFORNIA STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK. 7 RECESSED CONCRETE WASHOUT N.T.S. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEVIATING FROM THIS PLAN. GRAVEL BAG TYP. A 0 MIL PLASTIC LINING LATH AND FLAGGING ON ALL SIDES GRAVEL TYP. 1.5' J SECTION A -A NTS CONCRETE TRUCK WASHOUT (WM-08). SEE CONSTRUCTION NOTE 7 HEREON. CONSTRUCTION STAGING AREA. SEE CONSTRUCTION NOTE 4 HEREON. SUGGESTED SOLID WASTE MANAGEMENT LOCATION; WM-05. (SIZE=STANDARD TRAILER SIZE TRASH RECEPTACLE) (CONTRACTOR TO LOCATE AS NECESSARY). SEE CONSTRUCTION NOTE 5 HEREON. SUGGESTED SPILL PREVENT & CONTROL STORAGE AREA; WM-C4. x (SIZE=10'X10') (CONTRACTOR TO LOCATE AS NECESSARY). SEE - k CONSTRUCTION NOTE 6 HEREON. DIRECTION OF FLOW. ® SEDIMENT TRAPPING DEVICE. GRAVEL BAGS STACKED TWO HIGH TO FROM WEIR 12" MIN (2 BAGS) WRAP GRATE WITH FILTER FAB,,,, TYP. ELEVATION �„ DETAIL OF GRAVEL BAGS AT GRATED INLETS N.T.S. F� — TY, P. SECTION 2 BAGS MINIMUM GRAVEL BAGS TO BE INSTALLED \ PER CASQA BMP SE -6 �- GRAVEL BAGS (TYP.) TYP. ELEVATION TYPICAL GRAVEL BAG LAYOUT 2 N.T.S. PERMIT NO. 18-40000047 CITY RECORDS NO. N 00 0 10LO L Qo �CNCD o U U 00 o Y C) U .0 C" ¢LO7 z 2 7 3 C � 3 oa Q3 Qa U -mmaer, W I-- 0 m z O CO z > 0w a_ LU 0 x� � c a 0 L O a> 00 O U U C a � N C .� om w A Q 0 W Q 0 n o o � 0 LU WW<vW< or Dew2�U z ED- PLAN VIEW NTS Eat NOTE: 1. DETAIL PER CALIFORNIA STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK. 7 RECESSED CONCRETE WASHOUT N.T.S. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEVIATING FROM THIS PLAN. GRAVEL BAG TYP. A 0 MIL PLASTIC LINING LATH AND FLAGGING ON ALL SIDES GRAVEL TYP. 1.5' J SECTION A -A NTS CONCRETE TRUCK WASHOUT (WM-08). SEE CONSTRUCTION NOTE 7 HEREON. CONSTRUCTION STAGING AREA. SEE CONSTRUCTION NOTE 4 HEREON. SUGGESTED SOLID WASTE MANAGEMENT LOCATION; WM-05. (SIZE=STANDARD TRAILER SIZE TRASH RECEPTACLE) (CONTRACTOR TO LOCATE AS NECESSARY). SEE CONSTRUCTION NOTE 5 HEREON. SUGGESTED SPILL PREVENT & CONTROL STORAGE AREA; WM-C4. x (SIZE=10'X10') (CONTRACTOR TO LOCATE AS NECESSARY). SEE - k CONSTRUCTION NOTE 6 HEREON. DIRECTION OF FLOW. ® SEDIMENT TRAPPING DEVICE. GRAVEL BAGS STACKED TWO HIGH TO FROM WEIR 12" MIN (2 BAGS) WRAP GRATE WITH FILTER FAB,,,, TYP. ELEVATION �„ DETAIL OF GRAVEL BAGS AT GRATED INLETS N.T.S. F� — TY, P. SECTION 2 BAGS MINIMUM GRAVEL BAGS TO BE INSTALLED \ PER CASQA BMP SE -6 �- GRAVEL BAGS (TYP.) TYP. ELEVATION TYPICAL GRAVEL BAG LAYOUT 2 N.T.S. PERMIT NO. 18-40000047 CITY RECORDS NO. N 00 0 10LO L Qo �CNCD o U U 00 o Y C) U .0 C" ¢LO7 z 2 7 3 C � 3 oa Q3 Qa U -mmaer, W I-- 0 m z O CO z > 0w a_ LU 0 x� � c a 0 L O a> 00 O U U C a � N C .� om y co 00 w ~ N h z M W 0 O C O �( �_ z } h W> > I- m a=<weo 0 oc�a�n� 6 OF 0 N 3 U J w } I N 0to 0 00 iI � I � I v v� ~ �w 3 CD o� C) U') n 00 °O o U) N co N 3 � oUj io Y 0- J Q 0 W J 0 n o o � 0 LU WW<vW< or Dew2�U z z O��aCNQ zZLL>- �0 Z���z Z U) W 0 � Cn W 0 W W ti y co 00 w ~ N h z M W 0 O C O �( �_ z } h W> > I- m a=<weo 0 oc�a�n� 6 OF 0 N 3 U J w } I N 0to 0 00 iI � I � I v v� ~ �w 3 CD o� C) U') n 00 °O o U) N co N 3 � oUj io Y 0- II I I I f II I EX. 6„ I II { 1 4' c i I 1 I 000 I i i J I � z i (=EX. I 4 (LOC/ I OO EX. '2" Cl WATER LINE. TO BE ABANDONED IN I PLACE (LIMITS TO BE FIELD VERIFIED) EX. 14" SEWER LINE I EX. 6 " GAS I I LINE EX. 2" Cl a. WATER LINE J X. 8" AC WATER LINE i i I ZI 0 6 I 3 - 1 �j Z 5 7 �. 4 21 6 FF 2 8 I I Ij 7 EX. 2" CONDUIT PUBLIC WATER LINE (CALIFORNIA WATER SERVICE) I ° PER SEPARATE PLANS AND ----- °°° °s�° PERMIT. II II �, EX. 12" CONC. III SD PIPE (SEE GENERAL NOTE6) EX. 6" SE PROTECT \ RO EX. GAS LATER S (SIZE AND LOCATION TO BE FIELD VERIFIED) E 19TH ST 'UBLIC WATER CONSTRUCTION NOTES CALIFORNIA WATER SERVICES) PRIVATE ON-SITE FIRE WATER CONSTRUCTION NOTES � FURNISH AND INSTALL 4" DOUBLE CHECK DETECTOR ASSEMBLY (FEBCO MODEL 856 IN-LINE) PER COVER) 41 CONNECT CITY OF BAKERSFIELD A STD. NO. W-18 Al CONSTRUCT 6" HOT TAP PER CAL WATER STANDARDS 21 FURNISH AND INSTALL 45' BEND AND THRUST BLOCK PER CITY OF BAKERSFIELD STD. NO. W-2 A INSTALL 6" GATE VALVE PER CAL WATER STANDARDS A FURNISH AND INSTALL 172 LF 4" PVC C900 CLASS 235 DR18 3 FURNISH AND INSTALL 102 LF C900 6" PVC CLASS 235 DR18 PER CAL WATER STANDARDS A FURNISH AND INSTALL 4" STAINLESS STEEL FIRE RISER PER CITY OF BAKERSFIELD STD. NO. W-19 A INSTALL FIRE HYDRANT ASSEMBLY PER CAL WATER STANDARDS AND INSTALL 4" SEWER PIPE SDR 35 (S=0.01 MIN. SLOPE) FURNISH AND INSTALL 4"X4" TEE AND THRUST BLOCK PER CITY OF BAKERSFIELD STD. N0. W-2 A RECONSTRUCT EXISTING MEDIAN PER CAL TRANS STANDARDS FURNISH FURNISH AND INSTALL BLIND FLANGE CAP AND THRUST BLOCK PER CITY OF BAKERSFIELD STD. NO. ACONSTRUCT TRENCH BACKFILL AND PAVEMENT REPLACEMENT PER CAL AND INSTALL GREASE INTERCEPTOR (JENSEN MODEL JP750EPE-G) WITH W-2 RISER PIPE COVERS WATER AND CALTRANS REQUIREMENTS A CONNECT 4" PVC WATER PIPE TO 4" STAINLESS STEEL FIRE WATER A FURNISH AND INSTALL 6"X4" REDUCER PER CAL WATER STANDARDS O FURNISH AND INSTALL FDC PER CITY OF BAKERSFIELD FIRE DEPARTMENT REQUIREMENTS 8 INSTALL 14 LF C900 4' PVC CLASS 235 DR18 PER CAL WATER STANDARDS A FURNISH AND INSTALL 4" GATE VALVE PER CITY OF BAKERSFIELD STD. NO. W-1 REFERENCE INFORMATION ONLY - SEE SEPARATE PLANS FOR CONSTRUCTION UNDERGROUND SERVICE ALERT Call: TOLL FREE 1-800-422-4133 KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. TWO WORKING DAYS BEFORE YOU DIG UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ENGINEERS NOTE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEVIATING FROM THIS PLAN. \ PROP. GAS POINT OF CONNECTION PER �� \ SEPARATE PLAN EX. 4" GAS LINE 3 INV EX. 6" SEWER \� LINE EX. SEWER LATER 45 LF (SIZE AND LOCATION S=0.017 410.45 RIM TO BE FIELD VERIFIED) 406.14 INV PRIVATE ON-SITE DOMESTIC WATER CONSTRUCTION NOTES A FURNISH AND INSTALL APPROXIMATELY 80 LF 2" COPPER WATER PIPE. (24" MIN. COVER) 41 CONNECT TO 2" DOMESTIC WATER PER BUILDING PLAN 2. A EXISTING 2" DW METER AND RPV TO BE PROTECTED AND REUSED A EXISTING DW LINE TO BE REMOVED UNDER FUEL CANOPY 3. PRIVATE ON-SITE SEWER CONSTRUCTION NOTES OF BAKERSFIELD STD. DWG. W-1 AND ST -12, EXCEPT AS NOTED ON THE PLANS. 4. CONSTRUCT 6" SEWER CONNECTION TO EXISTING 6" SEWER LINE. LOCATION AND DEPTH OF c, EXISTING SEWER TO BE FIELD VERIFIED. CONTRACTOR SHALL VERIFY, BY POTHOLING, THE EXACT LOCATION OF ALL CONNECTION 61 . CONSTRUCT SEWER MANHOLE, TYPE A, PER CITY OF BAKERSFIELD STANDARD SW -2. 0 FURNISH AND INSTALL 4" SEWER PIPE SDR 35 (S=0.01 MIN. SLOPE) CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (811) AT LEAST TWO OFFICE AT LEAST TWO (2) FULL BUSINESS DAYS BEFORE ANY PERMANENT FURNISH AND INSTALL 6" TO 4" REDUCER. CONTRACTOR SHALL NOTIFY CALIFORNIA WATER SERVICE COMPANY, AS AGENT OF FURNISH AND INSTALL 24" SEWER SAMPLE MANHOLE (JENSEN MODEL 200 WITH TRAFFIC RATED L� COVER) PER MANUFACTURERS REQUIREMENTS CONTRACTOR SHALL ENSURE THAT ALL FIRE HYDRANTS ARE NOT PLACED WITHIN FIVE A FURNISH AND INSTALL GREASE INTERCEPTOR (JENSEN MODEL JP750EPE-G) WITH TRAFFIC RATED Lbb" COVERS PER MANUFACTURER'S REQUIREMENTS HORIZONTAL CLEARANCE FROM ANY WATER MAIN LINE. 10. CONNECT TO PROPOSED SEWER PER 3UILDING PLANS FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED ON THE ADDRESS SIDE OF THE PHASES ARE NOT YET CONSTRUCTED. UPON EXTENSION OF WATER LINE, WHARF FURNISH AND INSTALL 6" SEWER PIPE SDR35 (S=0.01 MIN. SLOPE) \\,4 11. CONTRACTOR IS RESPONSIBLE TO INSTALL METER BOXES. CITY WILL INSTALL METERS EXISTING SEWER LINE TO BE REMOVED UNDER FUEL CANOPY - SEE DEMOLITION PLAN FOR LIMITS A EXISTING SEWER TO BE ABANDONED IN PLACE - SEE DEK10LITION PLAN FOR LIMITS c) Y A INSTALL SEWER CLEANOUT PER CITY OF BAKERSFIELD STANDARD SW -5 3� 71 INSTALL 6"x6"X6" TEE STRUCTURE. CITY OF BAKERSFIELD WATER RESOURCES STANDARD GENERAL NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY DF BAKERSFIELD WATER RESOURCES DEPARTMENT CURRENT STANDARDS AND SPECIFICATIONS FOR DOMESTIC FIRE WATER SERVICES SHALL CONFORM TO THE LATEST N.F.P.A. CHAPTER 13 WATER SYSTEMS. 2. CONNECTION TO THE CITY OF BAKERSFIELD WATER SYSTEM SHALL NOT BE ALLOWED 0 AND INSPECTIONS WILL NOT OCCUR WITHOUT VERIFICATION OF PAYMENT OF ALL ASSOCIATED WATER AVAILABILITY FEES, INSPECTION / METER SET FEES, AND a y APPROVAL OF WATER PLANS BY THE WATER RESOURCES DEPARTMENT. 3. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY 10 OF BAKERSFIELD STD. DWG. W-1 AND ST -12, EXCEPT AS NOTED ON THE PLANS. 4. WATERLINE TRENCHES SHALL NOT BE SHARED WITH ANY OTHER UTILITY. THIS REQUIREMENT SHALL BE CLEARLY INDICATED ON THE WATER AND UTILITY PLANS FOR c, THE DEVELOPMENT. 5. CONTRACTOR SHALL VERIFY, BY POTHOLING, THE EXACT LOCATION OF ALL CONNECTION Lu POINTS AND ALL OTHER UTILITIES OR APPURTENANCES THAT MAY POTENTIALLY \ 2. INTERFERE WITH INSTALLATION OF WATER IMPROVEMENTS PRIOR TO PERFORMING ANY 0 WORK. 6. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (811) AT LEAST TWO OFFICE AT LEAST TWO (2) FULL BUSINESS DAYS BEFORE ANY PERMANENT WORKING DAYS PRIOR TO CONSTRUCTION, 1-800-227-2600. 7. CONTRACTOR SHALL NOTIFY CALIFORNIA WATER SERVICE COMPANY, AS AGENT OF INSPECTION FOR THE CITY OF BAKERSFIELD, AT LEAST FORTY-EIGHT (48) HOURS �Q PRIOR TO START OF CONSTRUCTION, 661-837-7200. 8. CONTRACTOR SHALL ENSURE THAT ALL FIRE HYDRANTS ARE NOT PLACED WITHIN FIVE All ANGLE POINTS SHALL HAVE CONCRETE THRUST BLOCKS AS PER WATER RESOURCES FEET OF ANY EXISTING OR PROPOSED WALLS, FENCES, STREET LIGHTS, AND LANDSCAPING OR ANY OTHER OBSTRUCTIONS. \ \ 9. ANY EXISTING OR PROPOSED TREE SHALL HAVE A MINIMUM OF FIVE FOOT (5) ^ 0 HORIZONTAL CLEARANCE FROM ANY WATER MAIN LINE. 10. CONTRACTOR SHALL INSTALL WHARF HYDRANTS AT PHASE BOUNDARIES IF ADJOINING FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED ON THE ADDRESS SIDE OF THE PHASES ARE NOT YET CONSTRUCTED. UPON EXTENSION OF WATER LINE, WHARF �- HYDRANTS SHALL BE REMOVED & RELOCATED TO THE NEXT PHASE BOUNDARY. \\,4 11. CONTRACTOR IS RESPONSIBLE TO INSTALL METER BOXES. CITY WILL INSTALL METERS Z li `- O 0 � THROUGH REQUEST OF OWNER / CONTRACTOR. 12. ALL EXISTING WATER VALVES SHALL BE OPERATED SOLELY BY AUTHORIZED CITY OF CURB & GUTTER AND A MAXIMUM DISTANCE OF 100 FEET FROM A PUBLIC FIRE WATER DEPARTMENT PERSONNEL OR ITS REPRESENTATIVE AGENTS. Y M U w m O z CITY OF BAKERSFIELD WATER RESOURCES FIRE WATER NOTES NOTE: CITY APPROVAL OF SHEET #7 OF 8 PER SEPARATE PERMIT, SHEET 7 OF 8 IS PROVIDED IN GRADING PLANS FOR REFERENCE ONLY. 1. FIRE WATER SERVICES SHALL CONFORM TO THE LATEST N.F.P.A. CHAPTER 13 z a: 0 SPECIFICATIONS AND SHALL BE INSPECTED AND PRESSURE TESTED BY CITY OF o a y BAKERSFIELD WATER RESOURCES DEPARTMENT INCLUDING ALL PIPING, THRUST BLOCKS, 10 AND CONNECTIONS FROM THE CITY WATER MAIN TO THE BUILDING, INCLUDING THE ,� c, C]r RISER. o o Lu E �' \ 2. AN INSPECTION REQUEST FORM SHALL BE SUBMITTED TO THE WATER RESOURCES 0 o a OFFICE AT LEAST TWO (2) FULL BUSINESS DAYS BEFORE ANY PERMANENT 0 � N CONSTRUCTION. REQUEST FORMS AVAILABLE ON THE WATER RESOURCES WEB PAGE. �Q o 0 0 �'�A 3. All ANGLE POINTS SHALL HAVE CONCRETE THRUST BLOCKS AS PER WATER RESOURCES Z a m W STANDARDS. ^ 0 aQw �U �Q a L o 4. FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED ON THE ADDRESS SIDE OF THE �- � owQ�'Z 4- � J STRUCTURE AND SHALL BE A MAXIMUM DISTANCE OF 10 FEET FROM FLOWLINE Z li `- O 0 � D U) Lr) CD C'jQ OF CURB & GUTTER AND A MAXIMUM DISTANCE OF 100 FEET FROM A PUBLIC FIRE U c) Y HYDRANT. FIRE HYDRANT SHALL HAVE A MINIMUM CLEARANCE OF 40 FEET FROM ANY 3� F- L Lj v STRUCTURE. w � } -r 5. FIRE SERVICE SHALL NOT PASS THROUGH ANY FOOTINGS. Lu I Ln 6. ANY FLOOR OR WALL PENETRATIONS SHALL BE SLEEVED WITH A ONE PIECE PIPE TO o 0 u C14 -i PROVIDE A MINIMUM ANNULAR CLEARANCE OF 2" AND FLEXIBLE MATERIAL SHALL BE 0 0 PROVIDED WITHIN THE ANNULAR SPACE. Z t 7. RISERS CONSTRUCTED WITHIN A BUILDING FOOTPRINT SHALL BE A STAINLESS STEEL I tf I f� ONE PIECE UNIT AND SHALL MAINTAIN A ONE FOOT MINIMUM CLEARANCE (18" MAX) FROM ALL WALLS. RISER SHALL TERMINATE 12" MINIMUM ABOVE FINISH FLOOR. _' N 8. FIRE SERVICE SHALL BE TESTED BY CONTRACTOR AND DOCUMENTED BY THE WATER 6 U U) oa- RESOURCES DEPARTMENT TO PASS A 200 PSI, 2HR TEST. GENERAL CONSTRUCTION NOTES TO U v N 20 3O 40 ( IN FEET ) 1 INCH = 20 FEET CONTRACTOR: (1.) THE EXISTING ON-SITE PRIVATE SEWER TO BE ABANDON IN PLACE AND REMOVE WHEN IN CONFLICT WITH PROPOSED IMPROVEMENTS. (2.) A PORTION OF THE EXISTING 2" DOMESTIC WATER TO BE REUSED AND REMAINING PORTION TO BE ABANDONED IN PLACE OR REMOVED WHEN IN CONFLICT WITH PROPOSED IMPROVEMENTS. (3.) THE EXISTING ON SITE PRIVATE FIRE WATER LINE TO BE CAPPED ABANDONED IN PLACE AND REMOVE WHEN IN CONFLICT WITH PROPOSED IMPROVEMENTS. (4.) THE ON-SITE EXISTING GAS LINE TO BE REUSED OR ABANDONED IN PLACE AND REMOVED WHEN IN CONFLICT WITH PROPOSED IMPROVEMENTS. LIMITS OF REUSE TO BE BASED ON PROPOSED SITE IMPROVEMENTS. (5.) CONTRACTOR TO COORDINATE FINAL ON-SITE LOCATION FOR TRANSFORMER WITH PG&E. (6.) CONTRACTOR TO FIELD CONFIRM SEWER INVERT AT PROPOSED POINT OF CONNECT. (7.) CONTRACTOR TO CUT, REMOVE, AND PLUG ANY EXISTING UTILITY NO LONGER USED THAT IS IN CONFLICT WITH ANY PROPOSED UNDERGROUND UTILITY AND FUEL SYSTEM PIPELINES. PERMIT NO. 18-40000047 CITY RECORDS NO. J NOTE: CITY APPROVAL OF SHEET #7 OF 8 PER SEPARATE PERMIT, SHEET 7 OF 8 IS PROVIDED IN GRADING PLANS FOR REFERENCE ONLY. PERMIT NO. 18-40000047 CITY RECORDS NO. J z 0 U W C]r 0 Lu 0 LL 0 Lu Q�, 0 0 �'�A n~z°'JwQ W W aQw �U �Q �- � owQ�'Z 4- � U Q Z li `- O 0 � D U) Lr) CD C'jQ o U c) Y z{m< 3� F- L Lj v C!) w � } W Lu I Ln 0 o 0 Ll C14 -i Io 0 0 ) I Z t Q I tf I f� _' N LLI 6 U U) oa- o v U v 73 o N U N U o r_r) z U � ~Lu Ha H m U) Q n Q a> Z O w 0 C 0 S cn -1L cu ui Lu ¢ p m 0 0 0 0 a 0- o I O Li i v) 00 °O o N cn � cn -z' co N v�- c 30 7 OF 8 o w j o J Y � .n U O N 3 N J I N H O O 04 n d 00 d / I v, I c I I v L . c M W c cn '3 W v � L Q Q C ++ c U v L 4 - in C: v o N U O v Z U W "a m c N �- Y 00 v m U) I O O Li� N n 00 00 O WCn N C Cf) CO / N C Y