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Home My WebLink About2230-3CONSTRUCTION NOTES QTY 10 CONST. ON-SITE CONC. SIDEWALK, AS SHOWN, SEE LANDSCAPE ARCHITECTS PLAN FOR DETAILS (SHT. L-4). OCONST. CONCRETE PADS FOR PICNIC TABLES s SEE LANDSCAPE ARCHITECTS PLANS FOR DETAILS (SHT. L-4). 30 INSTALL 80 PVC DRAINAGE PIPE, SCHEDULE 40, WITH 45 DEGREE BEND , AS SHOWN. 360 LF 40 CONST. 18' CONC. SEATWALL AS PER LANDSCAPE ARCHITECTS PLANS (SHT. L-4). 50 CONST. 5' WIDE SIDEWALK AS PER CITY OF FONTANA STD. 105A. 1,320 LF 60 CONST. 12" DRAIN BOX PER DETAIL ON THIS SHEET 7 EA 70 INSTALL 2' PVC PIPE, SCHEDULE 40 WATER UNE 110 LF 80 INSTALL 40 PVC SEWER PIPE, SDR 35, FOR FUTURE RESTROOM. 54 LF 90 INSTALL 3/4- PVC PIPE, SCHEDULE 40 10 LF 10 CONNECT 4" HOUSE LATERAL TO MAIN UNE W/CLEANOUT PER CITY OF FONTANA STANDARD 125 & 125A 1 EA 11 INSTALL 2' WATER SERVICE do METER PER C.C.W.D. STD. 2A WITH REDUCED PRESSURE BACKFLOW 1 EA 12 INSTALL 2" SERVICE TAP PER C.C.W.D. STD. 2. 1 EA 13 INSTALL SIDEWALK DRAIN PER CITY OF FONTANA STD. 124-A; SIZE 3. WITH TYPE 'L" ADAPTER. AS SHOWN, 54 LF ANGLE A - 30 DEGREES. (NOTE: ALL ASBESTOS PRODUCTS SHALL BE PROHIBITED) - 14 INSTALL SEWER TERMINAL CLEANOUT AS PER CITY OF FONTANA STD 128. 1 EA 15 EXISTING HANDICAPPED RAMPS (PROTECT IN PLACE) NAP 16 SAWCUT do REMOVE PAVEMENT. REPLACE PAVEMENT AS PER SECTION A -A. 140 SF 17 SAWCUT do REMOVE 1' WIDE EXIST. PAVEMENT 2' WIDER THAN 35 SF UNDERSIDEWALK DRAIN OPENING. REPLACE PAVEMENT AS PER SECTION A -A. 18 INSTALL MODIFIED SIDEWALK DRAIN PER CITY OF FONTANA STD. 124-A; SIZE 3, WITH TYPE "L' ADAPTER, 27 LF ANGLE A GREATER THAN 30 DEGREES. (NOTE: ALL ASBESTOS PRODUCTS SHALL BE PROHIBITED.) 19 INSTALL 6" PVC DRAINAGE PIPE, SCHEDULE 40 45 LF 20 INSTALL 8" 45' BEND 2 EA 21 SAWCUT AND REMOVE EXISTING HANDICAPPED RAMP CURB AND GUTTER 6 PLACES 22 CONSTRUCT MID -BLOCK HANDICAPPED RAMP AT STREET STATION NOTED, AS PER CALTRANS STD. NSP A88 6 EA CASE 'D' WITHOUT DIRECTIONAL SCORING, BROOM FINISH ONLY. (INCLUDES CURB AND GUTTER) 23 SAWCUT do REMOVE 1' WIDE EXIST. PAVEMENT BY RAMP 2' WIDER THAN 175 LF RAMP OPENING. REPLACE PAVEMENT AS PER SECTION A -A. 24 SAWCUT AND REMOVE FROM BACK OF CURB EXISTING HANDICAPPED RAMP AND CONSTRUCT HANDICAPPED RAMP 2 EA PER CITY OF FONTANA STD. 104A, SCORE AS INDICATED ON GRADING PLAN HEREON. 25 CONSTRUCT 8' CURB AND GUTTER AS PER CITY OF FONTANA STD. 101 48 LF 26 CONSTRUCT CLEANOUT PER CITY OF FONTANA STD. 125 do 125A, PVC SCHEDULE 40. 4 EA 27 INSTALL W-54 WITH W-80 STREET SIGN AS PER CALTRANS STD. 4 EA BASE LINE AVENUE _ Z�cI HERITAGE CIRCLE PARK FOOTHILL BLVD INDEX MAP - N. T. S. APN.T.S. EXTENSIONS D 4 6 10'. 12 OR 18" VARIES #3 BARS -CONTINUOUS ALHAMBRA FOUNDRY A-2010 GRATE P =� -PARKWAY TYPE (50LBS) 24- BASE W/KNOCKOUTS (870 LBS) C THIN WALL KNOCKOUTS (TYPICAL EACH SIDE) 1.111 �• 9 CONCRETE SHALL BE CLASS -A- 3000 PSI QUICKSET DRAIN BOX AT LEFT . OR APPROVED EQUAL BY THE CITY ENGINEER QUICKSET DRAIN I A I B IC I D DB 1212 1 2 22LB IN DS 2424 112-114"114" 150LB IN DRAIN BOX DETAIL 6 N.T.S. R/W L 12 ISTING SECTION "B -B" N.T.S. 6'_� _ 5- MIN PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING 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 AGENCY AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE AGENCY OR THE ENGINEER. UNDERGROUND UTILITIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.' SEWER FIXTURE UNITS - 26 WATER FIXTURE UNITS - 44 RELOCATE WATER METER -� STATION 3+60.00 y 5' MIN 22' MAX 6' 5' MIN 4 � MiN 1 2X �N X MqX M:N �72% p; Miry 4• MP/� P SECTION "C -C" N.T.S. y NOTE: ALL PICNIC TABLE CONC. PADS SHALL HAVE 2% SLOPE TOWARD SWALE. 2% MIN GRADED 4�M�X 2 X 'WIN SWALE 1 % 2X M/ X �,�NX ' ' �� 2' I MAX IOX MAX ✓ `� - T DETAIL A� CONCRETE PADS SECTION "D -D" FOR PICNIC TABLES N.T.S. 2 N.T.S. 1 1 1 I ( SS IN 1 61. 3 3' MAX. 12" 12" MAX. 12" SAWCUT 1" THICK SAWCUT 1/2" ROCK AR 4000 j EXIST. A.C. EXIST. PAVEM'T ICE 1. 1L .Y 4" THICK 4" 4" 1' THICKER THAN EXIST. A.C. 3/4- ROCK AR 4000 I w PAVING SECTION, BUT NOT < z LESS THAN 5AICK 5 .5 BACKFILL SLURRY _ !t•i 1 SACK MIX PIPE. SEE PLAN SECTION "A -A" N.T.S. Nc -3 11 1 2 CARYN C I RCL E TIR�\c-r-1-13-1-13-7-2--1 O� TYPE "L" ADAPTER 45 DEGREE BEND(WHERE SHOWN) 20 CLEANOUT PER CITY STD 124A '----R/W L EXISTING CURB AND GUTTER DETAIL SIDEWALK DRAIN AND APPURTENANCES 13 18 N.T.S. N GENERAL NOTES: 1. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE LASTEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION". ("GREEN BOOK-), INCLUDING ALL SUPPLEMENTS AS WRITTEN AND PROMULGATED BY THE JOINT COOPERATIVE, COMMITTEE OF THE SOUTHERN CALIFORNIA CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION AND THE SOUTHERN CALIFORNIA DISTRICT OF THE ASSOCIATED GENERAL CONTRACTORS OF CALIFORNIA, - WITH THE CITY OF FONTANA STANDARDS AND SPECIFICATIONS, AND CHAPTER 70 OF THE BUILDING CODE, LATEST EDITION. 2. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION AND DEBRIS, INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES, AND ROOT SYSTEMS SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER. 3. AFTER REMOVAL OF DEBRIS, ANY EXISTING FILL OR DISTURBED NATURAL SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER. 4. THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER AND ANY ADDITIONAL OVER -EXCAVATION SHALL THEN BE MADE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND AS CONTAINED IN THE GEOTECHNICAL REPORT. ' 5. THE EXPOSED SOILS SHOULD THEN BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES, BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST 90% OF THE MAXIMUM DENSITY AS DETERMINED BY U.B.C. STANDARD 70-1. OR EQUIVALENT COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED BY THE GEOTECHNICAL ENGINEER. 6. IF ANY UNKNOWN SUB -SURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE GEOTECHNICAL ENGINEER BEFORE PROCEEDING FURTHER. 7. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING AND BUILDING CONSTRUCTION OPERATIONS. 8. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE CITY WITH CERTIFICATIONS FROM THE CIVIL ENGINEER AND - GEOTECHNICAL ENGINEER THAT BUILDING PAD SUBGRADES ARE WITHIN 0.10 FOOT OF THE APPROVED PLANS AND THAT THE PROPER COMPACTION AND PREPARATION HAS BEEN OBTAINED. 9. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND NOTIFYING GRADING INSPECTOR 24 -HOURS PRIOR TO THE START OF WORK. 10. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE ENGINEERS OF WORK IN ACCORDANCE WITH SECTION 7014 OF THE UNIFORM BUILDING CODE. 11. THE GEOTECHNICAL ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND REPORT THAT PROPER COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS AND AGENCIES CONCERNING UTILITY LINE BACKFILL INCLUDING, BUT NOT LIMITED TO SEWERS, WATER LINES, ELECTRICAL LINES, GAS AND LANDSCAPE IRRIGATION LINES. 12. (FUTURE) 13. AN AS -GRADED GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH SAID GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION PRIOR TO RELEASE OF GRADING BOND AND PRIOR TO FINAL GRADING INSPECTION. 14. ALL SLOPES EXCEEDING 5 FEET IN VERTICAL HEIGHT AND EXCEEDING 5:1 SLOPE ARE TO BE PLANTED WITH APPROVED PLANT MATERIAL AND PROVIDED WITH APPROVED WATERING SYSTEM. 15. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND CONTRACT SPECIFICATIONS, AS PER SOILS REPORT PREPARED BY C.H.J., INC.. 85509-3L AND ANY AMENDMENTS THERETO, ARE HEREBY MADE A PART HEREOF. 16. MAINTAIN 5' VERTICAL CLEARANCE BETWEEN WATER AND SEWER LINES. 17. THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL INSPECTIONS IN ACCORDANCE WITH SECTION 7014 OF THE UNIFORM BUILDING CODE. G '84_Z*= ZG 221 F-xP, 7-3%-94 N Underground Service Alert °G Call: TOLL FREE - - 1-800 -_ 422-4133 TWO WORKING DAYS BEFORE YOU DIG / Q�pF ESS/pN 4� BURT 9� LU No.26229 rn Exp.3/31/94 cPJgTCIVil- 4e' OF CA0 LEGEND- INCLUDED EGENDINCLUDED IN SPECIFICATIONS NAP NOT A PART FS FINISHED SURFACE FG FINISHED GRADE FL FLOW LINE R/W RIGHT-OF-WAY TC TOP OF CURB INV INVERT G.B. GRADE BREAK HP HIGH POINT TG TOP OF GRATE TW TOP OF WALL TV » 0 EXIST. ELEV. 1 CONSTRUCTION ELEV. 7A-50 73.5 EXISTING GRADE NG W WATER PRESSURE IS 60 P.S.I. STATIC WATER PRESSURE IS 50 P.S.I. RESIDUAL 10 TRACT LOT NUMBER 30' 0' 30' 60' 90' SCALE IN FEET PUBLICLY FUNDED- L-3 CITY OF FONTANA, TATIFORNIA PUBLIC WORKS DEPARTMENT BY GRADING & UTIUTY PLAN SCALE: :D BY FOR HORIZ.: 1"=30' D BY HERITAGE CIRCLE PARK DATE: 3/1/93 J�c�Gi L�%.��- �/tr�t3 DR. N0. SHT. _N0. 020 APPROVED 0 3 a CITY ENGINEER R.C.E. 25126 OF r� 00 0 e6a r� 0 LoY 0 IN LO 00 ii OU