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Home My WebLink About3033-1CITY OF FONTANA GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK," THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. !�m:li> 'i�14;TT:�►�:1;I�7� 1■ �.� :; �i�l■ :": �. 13 I17a.`irI:1�1� 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THEA'RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. - 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED., 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY OF FONTANA STREET IMPROVEMENT CITY OF FONTANA BEECH AVENUE, LYTLECREEK ROAD, AVENUE GENERAL NOTES (CONT'D) PARKWAY 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT AND SIERRA LAKES THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. , E 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL. REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED To FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 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. 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." L 3��m_2. THE BASIS OF BEARINGS FOR THIS DRAWING IS THE LINE BETWEEN THE NW COR. SEC. 25, R6W, T1N (PT. 61) AND THE NORTHERLY QUARTER COR. OF SAID SEC. 25 (PT 84). SAID BEARING IS N89'4050E AS SHOWN ON RS 30/58-60. BENCH MARK: THE BENCH MARK FOR THIS PROJECT IS CALTRANS BM #8-17. IT IS DESCRIBED AS A BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND, 0.2 MI WEST OF SAN SEVAINE RD., 2.65 MI WEST OF SIERRA AVE. ELEVATION IS 1428.609 FEET. KI. Z1_1 NATA-ii 1, T. 4 RffUM I FM scfaM SR 210 FTELWAY l INDEX MAP SCALE: 1"=500' SUMMIT AVE. CUUN I Y UF SAN BEHNAHUINU REV REVISION DESCRIPTION DATE DM. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT RrEC.0R 0 DRAW u 311 /04 k G o COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. /QRpFESS/��\ rT r Z No. 31681 zr:Tl * Exp. 12/31/04 sJ C/o- Of, IVIS- �Q STREET CONSTRUCTION NOTES & QUANTITIES rnad In FSC w (m aw 1 CONST 6 1/2" AC PAVEMENT (MIN) OVER 12" COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) 259,215 SF 2 CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL COMPANY GENERAL TELEPHONE COMPANY SOUTHERN CALIFORNIA EDISON COMP 8353 SIERRA AVE 3939 E CORONADO ST 1400 E PHILLIPS BLVD 7951 REDWOOD AVE FONTANA, CA 92335 ANAHEIM, CA 92807 ONTARIO, CA 91766 FONTANA, CA 92335 ATTN: CARLOS NAVARRO (714) 666-5500 (800) 422-4133 ATTN: JAIME AMESZCULA (909) 350-6632 ATTN: LARRY SIGNAIGO ATTN: STEVE HOOK (909) 357-6581 10 CONST CROSS GUTTER PER CITY STD 104 (W=10') 1,242 SF (909) 820-5598 UNDERGROUND SOUTHERN CALIFORNIA GAS COMPANY COMCAST (CABLE TV FONTANA WATER COMPANY (909) 820-5137 TRANSMISSIONS P.O. BOX 3003, SC8031 1205 DUPONT AVE 8440 NUEVO AVE (213) 637-1233 PIPELINES REDLANDS, CA 92373-0306 ONTARIO, CA 91761 FONTANA, CA 92335 (909) 357-6589 DISTRIBUTION ATTN: RICKEY REYES (909) 390-4777 x3055 (909) 822-2201 () 422-4133 (909) 335-7508 ATTN: JACK HAYES (909) 823-5046 FAX 1 EA (909) 335 7527 (FAX) RELOCATE EXISTING POWER POLE ATTN: AL KROHN 19 EMERGENCIES: (800) 427-2200 22,082 SF 20 CONST 4 1/2" AC PAVEMENT (MIN) OVER 12" COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) REV REVISION DESCRIPTION DATE DM. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT RrEC.0R 0 DRAW u 311 /04 k G o COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. /QRpFESS/��\ rT r Z No. 31681 zr:Tl * Exp. 12/31/04 sJ C/o- Of, IVIS- �Q STREET CONSTRUCTION NOTES & QUANTITIES rnad In FSC w (m aw 1 CONST 6 1/2" AC PAVEMENT (MIN) OVER 12" COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) 259,215 SF 2 CONST 8" CURB & GUTTER PER CITY STD PLAN NO. 1003 13,855 LF 3 CONST 8" CURB PER CITY STD PLAN NO. 1003 10,723 LF 4 CONST 8" TO 6" CURB & GUTTER TRANSITION PER CITY STD PLAN NO. 1003 1,306 LF 5 CONST 4" PCC SIDEWALK PER CITY STD PLAN NO. 1015 88,410 SF 6 CONST CURB RETURN ACCESS RAMP PER CITY STD PLAN NO. 1006 32 EA 7 INSTALL STREET LIGHT 22,000 LUMEN PER CITY STD PLAN NO. 1016 (SCE #20) 27 EA 8 CONST CURB OPENING CATCH BASIN PER APWA STD PLAN NO. 300-2 (W=PER PLAN) SEE DETAIL ON SHEET 2 20 EA 9 CONST LOCAL DEPRESSION PER CITY STD PLAN NO. 121 (W=PER PLAN) 20 EA 10 CONST CROSS GUTTER PER CITY STD 104 (W=10') 1,242 SF 11 INSTALL STREET LIGHT 9,500 LUMEN PER CITY STD PLAN NO. 1016 (SCE #10) 21 EA 12 SAWCUT & REMOVE EXISTING PAVEMENT 90,668 SF 13 CONST 8" AC BERM PER CITY STD PLAN N0. 136 257 LF 14 REMOVE EXISTING 8" CURB & GUTTER 995 LF 15 RELOCATE EXISTING POWER POLE WITH STREET LIGHT 3 EA 16 ADJUST EXISTING WATER VALVE TO GRADE PER CITY STD NO. 130 5 EA 17 ADJUST EXISTING MANHOLE STRUCTURE TO GRADE PER CITY STD 1 EA 18 RELOCATE EXISTING POWER POLE 1 EA 19 CONST AC (0.10' THICK MIN.) SEE DETAIL ON SHT 2 22,082 SF 20 CONST 4 1/2" AC PAVEMENT (MIN) OVER 12" COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) 195,779 SF 21 CONST 4" AC PAVEMENT (MIN) OVER 12" COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) 28,610 SF 22 SIERRA LAKES JOIN PER DETAIL ON SHEET 2 N/A 23 INSTALL 4" AND 6" IRRIGATION SLEEVE 1,295 LF 24 CONST 6 1/2" AC PAVEMENT (1' WIDE). SEE DETAIL ON SHEET 2 6,855 SF 25 CONST BUS BAY PER CITY STD. PLAN NO. 1014 3 EA 26 CONST BARRICADE PER CITY STD. PLAN NO. 118 384 LF 27 SAWCUT & REMOVE EXISTING SIDEWALK 160 SF 28 GRADED SHOULDER 22,730 SF 29 POWER POLE TO BE REMOVED BY OTHERS 4 EA 30 NOT USED - 31 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD PLAN NO.- 1016 (SCE #7) 2 EA N Q CITY OF FONTANA, CALFORNA reman, SUMMIT HEIGHTS II 01:117 A Civil Engineering • Planning • Surveying • Public Works AWN BY: REF STREET �N�ROVEINEIVT PLANS 1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777 ��T PREPARED UNDER THE SUPERVISION OF: SIGNED BY- rP 1 p 7l/ p Z REF CHECKED BY: 4m0 BY: HAROLD A. GARCELON R.C.E. 31681 DATE: RDC CITY ENGINEER R.C.E. 51151 --DATE: 3 LEGEND C3 Rr-1 12-0 910 IAZIAW l NG INDEX OF SHEETS SHEET MVC MIDDLE OF VERTICAL CURVE DESCRIPTION 1 of 14 TITLE SHEET 2 of 14 SECTIONS & DETAILS li p 3 of 14 STREET IMPROVEMENT PLAN FOR BEECH AVENUE 162+24.92 to 173+25 4 of 14 STREET IMPROVEMENT PLAN FOR BEECH AVENUE 173+25 to 185+00 5 of 14 STREET IMPROVEMENT PLAN FOR BEECH AVENUE 185+00 to 196+00 6 of 14 STREET IMPROVEMENT PLAN FOR BEECH AVENUE 196+00 to 201+50 7 of 14 STREET IMPROVEMENT LYTLE CREEK 166+30 to 179+00 8 of 14 STREET IMPROVEMENT LYTLE CREEK 179+00 to 191+00 9 of 14 STREET IMPROVEMENT LYTLE CREEK 191+00 to 203+00 10 of 14 STREET IMPROVEMENT LYTLE CREEK 203+00 to 214+56.11 11 of 14 STREET IMPROVEMENT FOR CURTIS AVENUE 10+00 to 21+33.71 12 of 14 STREET IMPROVEMENT FOR SIERRA LAKES PARKWAY 10+00 to 18+00 13 of 14 STREET IMPROVEMENT FOR SIERRA LAKES PARKWAY 18+00 to 23+62.38 f 14 STREET IMPROVEMENT FOR CURTIS AVENUE 5+35.54 to 10+00 CITY OF FONTANA, CALFORNA reman, SUMMIT HEIGHTS II 01:117 A Civil Engineering • Planning • Surveying • Public Works AWN BY: REF STREET �N�ROVEINEIVT PLANS 1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777 ��T PREPARED UNDER THE SUPERVISION OF: SIGNED BY- rP 1 p 7l/ p Z REF CHECKED BY: 4m0 BY: HAROLD A. GARCELON R.C.E. 31681 DATE: RDC CITY ENGINEER R.C.E. 51151 --DATE: 3 LEGEND C3 Rr-1 12-0 910 IAZIAW l NG BC BEGIN CURVE MVC MIDDLE OF VERTICAL CURVE C) w BVC BEGIN VERTICAL CURVE PCC POINT OF COMPOUND CURVE BCR BEGIN CURVE RADIUS PRC POINT OF REVERSE CURVE li p CB CATCH BASIN R/W RIGHT OF WAY oQ�pfLssf, CL CENTERLINE SL STREET LIGHT Q� EC END CURVE STA STATION W N�.31681 ECR END CURVE RADIUS TC TOP OF CURB Exp I 2& ECY EASTERLY W `WIDTH EP EDGE OF PAVEMENT W'LY WESTERLY s�grc V ! FOF EVC FL END VERTICAL CURVE FLOW UNE V 450.00). VERTICAL DEPTH INDICATES EXISTING ELEVATION CAl1F" FS FINISHED SURFACE 450.00 INDICATES PROPOSED ELEVATION GB GRADE BREAK W WATER LINE HP HIGH POINT S SEWER LINE INT INTERSECTION SD STORM DRAIN LINE LP LOW POINT CITY OF FONTANA, CALFORNA reman, SUMMIT HEIGHTS II 01:117 A Civil Engineering • Planning • Surveying • Public Works AWN BY: REF STREET �N�ROVEINEIVT PLANS 1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777 ��T PREPARED UNDER THE SUPERVISION OF: SIGNED BY- rP 1 p 7l/ p Z REF CHECKED BY: 4m0 BY: HAROLD A. GARCELON R.C.E. 31681 DATE: RDC CITY ENGINEER R.C.E. 51151 --DATE: 3 C3 N 00 C3 C) w i _o d Y O � C li p o�p v � aT C� a.E. AS NOTED CD, Q. M 1410-26-01 N N =o G NO.: iN co 3033 14 ��