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Home My WebLink About5543-1GENERAL NOTES FOR STREET IMPROVEMENTS 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICA77ONS FOR PUBLIC WORKS CON57RUC77ON ("GREEN BOOK-). ALL REFERENCE SPECIFICA TIONS AND STANDARDS SHALL BE 7NE LA TEST ED177ON UNLESS OTHERWISE NOTED. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS 77 -IAT CAN NOT BE RESOL VED BY REFERENCE TO PRECEDENCE PROVISIONS IN 7NE GREEN BOOK" THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLU770N. ALL MATERIALS AND METHODS ARE SUBJECT TO 77 -IE APPROVAL OF 77 -IE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PR/OR TO THE START OF ANY WORK. INSPECT/ON COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT -OF -WA Y WITHIN THE CITY LIMITS CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL IWAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LA7EST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY T7_lE CITY 7RAFFIC ENGINEER. 6, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7, THE CONTRACTOR SHALL OBTA/N A PERMIT TO PERFORM EXCA VA 77ON OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEP77-1 FROM 7HE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCA VA 77ONS GREA TER THAN 5 FEET IN DEP774 SHALL BE GUARDED BY SHORING SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVSION OF INDUS7RIAL SAFETY OF THE STATE OF CALIFORNIA. 7RENCHES LESS THAN 5 FEET SHALL ALSO BE GUARDED WHEN 77 -IE P07FN77AL EX/STS FOR GROUND MOVEMENT 9, NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARA TF PERMIT FOR THA T PURPOSE. 10. THE LOCA 77ONS OF U77L/TIES SHOWN HA VE BEEN DETERMINED FROM A VAILABLE /NFORMA TION, HOWFVi R, /T SHALL BE THE RESPONSIBILI TY OF THE CON TRA CTOR TO DETERM/NE, IN THE FIELD, THE 7RUE L OCA 77ON AND ELEVA77ON OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAU77ON TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT A T 7-800-227-2600 TWO WORKING DA YS BEFORE EXCA VA TION. 1>. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION W71H ALL UTILITY COMPANIES INCLUDING, BUT NOT LIM17ED TO, GAS, TELEPHONE, ELEC7PIC, CABLE TELEVISION, LANDSCAPING; LANDSCAPE IRRIGA TION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CON7ROL AND CAL7RANS. ALL U77LITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES 12, THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WA7ER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZA 770N. CONTRACTOR SHALL COORDINA 7F W/ TH THE APPROPRIA TE WA TER COMPANY FOR VALVE OPERA 77ON AND WA TER REQUIREMENTS. 13. CURVE DA TA REFERS TO THE FACE OF CURB. 14• STA TIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15, ADEQUA IF CONS TRUC77ON CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE WE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVA 77ON OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONS7RUC77ON. 16. THE CON7RACTOR SHALL NOT DISTURB EXIS77NG SURVEY MONUMENTS, MONUMENT 77ES OR BENCH MARKS WI THOUT PRIOR NO77FICA TION TO THE C/ TY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXIS77NG 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 CONST YUC770N SHALL BE REPLACED. THE CONTRACTOR WILL NO77FY THE ENGINEER ONE WEEK PRIOR TO THE CONSTRUCTION SO THA T 17ES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RES/DENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 72 FOOT LANE SHALL BE MAINTAINED AT ALL 77MES /N THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUA TE WA TERING, A T ALL 77MES. 20. ALL GRADING OPERA 77ONS SHALL BE DISCON77NUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCA VA TED MA IERIAL, MUD, SIL T OR DEBRIS TO SE DEPOSITED ONTO PUBLIC OR PRI VA IF PROPERTY ADJACENT TO THE RIGHT OF WA Y DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GE07ECHN/CAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT POR 77ON OF THE KVRK UN 77L THE SPECIFIED DENSITY /S OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPRO VEMENTS: UPON INSPECTION OF THE S/ TF THE C1 TY ENGINEER MA Y REQUIRE TEMPORAR Y NDN -ERODIBLE SWALES ENTERING OR LEA VING IMPROVEMENTS. 25. THE FINAL LOCA 77ON AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE 77ME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETF SURFACES SHALL CONFORM /N GRADE, COLOR AND FIN/SH TO MATCH EXIS77NG CONCRETE 27. THE SEWER CON 7PACTOR SHALL STAMP AN S" IN THE FACE OF THE CURB A T THE LOCA TION OF THE SEWER LA7FRAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCED STEEL HA VE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UT/L177ES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS 30. APPROVED SOIL STFRILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PR/OR TO PLACEMENT 31. PAVEMENT STRUCTURAL SEC7701VS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY THE SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32 ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GE07ECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLL-77ON OF ROUGH GRADING. 33 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PA VING CONTRACTOR UPON COMPLE77ON OF PA KNG. 34. UPON COMPLE77ON OF CONSTRUC77ON, CONTRACTOR SHALL RESTORE ALL SIGNING, S7PIPP/NG, BARRICADES, AND OTHER 7RAFFIC CONTROL DEVICES TO 7HE SA 17SFAC77ON OF THE CITY 7RAFf7C ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SA 77SFAC77ON OF THE Cl TY ENGINEER. 36, AS -BUIL T DRA WINGS SHALL BE PROVIDED BY THE CON 7RACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD ORA WINGS TO INE Cl TY ENG/NEER. REFERENCED CITY DRAWINGS: • CITY DRAWINGS 977, 1935, 2782, 3006, AND 3653 REFERENCED FOR STREET DESIGN • CITY DRAWINGS 979 AND 1788 REFERENCED FOR STORM DRAIN DESIGN • CITY DRAWING 978 REFERENCED FOR SEWER BENCHMARK: SAN BERNARDINO COUNTY TBM PER FIELD BOOK 4015/848 RAILROAD SPIKE IN POWER POLE #71833, NE CORNER OF POPLAR AVE. AND SANTA ANA AVE. EST FROM BM B-38 ELEVATION: 1019.83 STREET IMPROVFMENT PUNS FOR 11093 BEECH AVENUE FONTANA, CA APPROXIMATE EXISTING I 1 STREET IMPROVEMENT I SHOWN FOR REFERENCE ONLY i I I I EXTEND ENTRANCE TO 30'. REMOVE PORTION OF WALL AND i REPLACE WITH NEW 3' AC OVER 6' CLASS II AB REPLACE GATE SEE STREET IMPROVIEMENTS UTILITY DETAIL, SHT 4 FOR I MODIFICATION OF EXISTING L it SO OUTLET, CLEANOUT AND ELECTRICAL BOX 1 i O I I i !i •;�,•' J I - TYPICAL TRUCK EXIT RELOCATION OF Y�TERj'-C_. 4� I SEE SHT EQUIPMENT BY 5, DETAIL 17 ., OTiQRS 20' LANDSCAPE BUFFER I I I !-PROPOSED DETAIL, SHT 4 z � i I PROTECT EXISTING x I II VALLEY GUTTER W I 2' .. I (N) SIDEWALK PROPOSED STREET LIGHT, SEE BEECH AVENUE SEPARATE PLAN DEDICATION I I I p I SEE SHT 5. DETAIL 7j. p I FOR HANDICAP �� Y l' PARKING GRADING I IL I DETAILS 6 rI I I� BEECH STREET EXPANSION� (N) ELEC EOUPEMENT - (N) STRIPING SEE ELECTRICAL PLANPROTECT \ EXISTING UTILITIES 172' - PER CITY STANDARD PLAN =' NO. 401 I I I SEE STREET IMPROVEMENT r -SD CLEANOUT DETAILS, SHT 4 I I •: �; SEE SHT 5, DETAIL 9 PLAN WALK. SEE GRADING t I I RELOCATION OF WATER 1 I - - - - • . ,!' ,r E IPMENTY `� - - - OTHERS >\ 4-'•3X >l 1 L (N) CONCRETE DRIVE. SEE GRADING i- PLAN AND SHT HI PT DETAIL 6 18 ♦ ASPHALT CONCRETE r HORIZONTAL BC Ia INV INVERT SEE SHT 4 FOR BEGIN CURB RETURN SO CONNECTION DETAILS EXISTING GATE TO REMAIN TYPICAL TRUCK ENTRANCE SIGN (2) SEE SHT 5, DETAIL 17 APPROXIMATE FUTURE STREET IMPROVEMENT BY OTHERS SHOWN FOR REFERENCE ONLY EXISTING BUILDING ABBREVIATIONS AB AGGREGATE BASE HI PT HIGH POINT AC ASPHALT CONCRETE HORIZ HORIZONTAL BC BEGIN HORIZONTAL CURVE INV INVERT BCR BEGIN CURB RETURN L LENGTH BOC BACK OF CURB MH MANHOLE BOW BACK OF WALK MISC MISCELLANEOUS BM BENCH MARK NO NUMBER BTM BOTTOM NTS NOT TO SCALE BVC BEGIN VERTICAL CURVE OG ORIGINAL GROUND CL CENTERUNE PC POINT OF CURVATURE CMP CORRUGATED METAL PIPE PI POINT OF INTERSECTION CO COUNTY PCC POINT OF COMPOUND CURVE CONIC CONCRETE POC POINT ON HORIZONTAL CURVE C.O.R. CITY OF REDDING POT POINT ON TANGENT DBL DOUBLE POVC POINT ON VERTICAL CURVE DI DRAINAGE INLET PRC POINT OF REVERSE CURVE DWY DRIVEWAY P/L PROPERTY UNE (E) EXISTING PUE PUBLIC UTILITY EASEMENT EC END HORIZONTAL CURVE R RADIUS ECR END CURB RETURN R/W RIGHT-OF-WAY EG EXISTING GRADE SSMH SANITARY SEWER MANHOLE ELEV ELEVATION STA STATION EP EDGE OF PAVEMENT STD STANDARD ES EDGE OF SHOULDER TBR TO BE REMOVED ETW EDGE OF TRAVEL WAY TC TOP OF CURB EVC END VERTICAL CURVE TG TOP OF GRATE FF FINISHED FLOOR TYP TYPICAL FG FINISHED GRADE VC VERTICAL CURVE FL FLOW LINE VERT VERTICAL FS FINISHED SURFACE W/ WITH GA GAGE W/o WITHOUT PROTECT (N) CURB -DOSTM PROTECT /1 I I A I I 172' 15' �BB•� (N) INFILTRATION 1 SWALE FOR WOMP. SEE GRADING PLAN AND SHT 5, SECTIONS B -B AND C -C MATCH E)V-T. EXPANSION _ 60 FOOT X 475 FEET FINISH FLOOR ELEV. 91-f SD CLEANOUT (N) DOOR LANDING SEE SHT S DETAIL 9 SEE GRADING PLAN -SD CLEANOUT SEE SMT 5. DETAIL 9 (N) DOOR LANDING. SD CLEANOUT - - - /-SEE LANDSCAPE PLAN SEE GRADING PLAN SEE SHT S DETAIL 9 ............:�,�: :I E:•: ----------- 9 . r: lEX MA IST. 1 1 ♦�, 1 (ENN)T AANCE/EAT VECLE (N) PARKING. PLAN - SEE GRADING SEE GRADING PLAN 8 CONSTRUCT DISCHARGE STRUCTURE OUTLETS PER MODIFIED CITY STD. 3000 TO MATCH EXISTING OUTLET DIMENSIONS 1 EA WATER IMPROVEMENTS 14 RELOCATE EXISTING FIRE HYDRANT, DESIGN BY OTHERS 8 RELOCATE EXISTING WATER EQUIPMENT, DESIGN BY OTHERS SEWER IMPROVEMENTS ,s INSTALL SEWER LATERAL CLEANOUT PER CITY STD. NO. 2005 TOLL FREE -mmmm' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION 2 EA 1 EA 1 EA .�••. :::: # :::w:;: a - -so- .. su - - '''` 1- - 7._ PROTECT E) LIGHT 2U'+ :' (N) 6' SDR -35 PIPE OR , _ _ APPROVED E(KIAL SE: PROTECT (E1)_ •••. ATCH EJ6S • • GRADING PLAN AND SHT HYDRANT (TYP) 5, DETAILS 10 k 11 $I (N) 6' CONCRETE Tj11 DRIVE. SEE GRADING - - 1 PLAN AND SHT 5. 13• '• `� DETAIL 6 jI ! (N) SMALL VEHICLE SEEENTGRADING T SEE GRADING PLAN (N) INFILTRATION TRENCH FOR WQMP. SEE GRADING PLAN AND SHT 6, SECTIONS F -F GRAPHIC SCALE INTERSTATE In SITE? ■ JURUPA w Q w z VICINITY MAP 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. QUANTITIES REMOVAL NOTES SAWCUT & REMOVE EXISTING PAVEMENT PER DETAIL 23, SHT 3. 354 SF SAWCUT & REMOVE EXISTING CURB AND GUTTER 308 LF SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 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 DATE lENGR.CITY DATE STANDARDS IN EFFECT. �O QROFESS/p� D. 0 C 35182 O EXP. 9-30-17 OF, CAL Prepared Under The Supervision Of S2 ✓2 10 SANTA ANA AVENUE w w wz ��U., STREET IMPROVEMENTS - - I� QUANTITIES 0 CONSTRUCT 6.5" AC OVER 12" CLASS II AB PER CITY STD. NO. 401 & 402 2788 SF -•----•---- CONSTRUCT AC OVERLAY PER DETAIL 23, SHT 3 -•----•---- 1774 SF STORM DRAIN -•--- CONSTRUCT 8" CURB (& GUTTER) PER CITY STD. NO. 1000 250 LF WATER •--- CONSTRUCT 6' WIDE & 4" THICK PCC SIDEWALK PER CITY STD. NO. 1006 2100 SF CONSTRUCT INDUSTRIAL DRIVEWAY PER CITY STD. NO. 1002 (W=PER PLAN; R=PER PLAN) 624 SF 0 INSTALL STREET LIGHT PER SEPARATE STREET LIGHT PLAN 1 EA FIRE HYDRANT 0 GRID 0,10' MINIMUM H MANHOLE 1774 SF O LANDSCAPE PARKWAY PER LANDSCAPE PLAN 1293 SF 8 CONSTRUCT DISCHARGE STRUCTURE OUTLETS PER MODIFIED CITY STD. 3000 TO MATCH EXISTING OUTLET DIMENSIONS 1 EA WATER IMPROVEMENTS 14 RELOCATE EXISTING FIRE HYDRANT, DESIGN BY OTHERS 8 RELOCATE EXISTING WATER EQUIPMENT, DESIGN BY OTHERS SEWER IMPROVEMENTS ,s INSTALL SEWER LATERAL CLEANOUT PER CITY STD. NO. 2005 TOLL FREE -mmmm' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION 2 EA 1 EA 1 EA .�••. :::: # :::w:;: a - -so- .. su - - '''` 1- - 7._ PROTECT E) LIGHT 2U'+ :' (N) 6' SDR -35 PIPE OR , _ _ APPROVED E(KIAL SE: PROTECT (E1)_ •••. ATCH EJ6S • • GRADING PLAN AND SHT HYDRANT (TYP) 5, DETAILS 10 k 11 $I (N) 6' CONCRETE Tj11 DRIVE. SEE GRADING - - 1 PLAN AND SHT 5. 13• '• `� DETAIL 6 jI ! (N) SMALL VEHICLE SEEENTGRADING T SEE GRADING PLAN (N) INFILTRATION TRENCH FOR WQMP. SEE GRADING PLAN AND SHT 6, SECTIONS F -F GRAPHIC SCALE INTERSTATE In SITE? ■ JURUPA w Q w z VICINITY MAP 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. QUANTITIES REMOVAL NOTES SAWCUT & REMOVE EXISTING PAVEMENT PER DETAIL 23, SHT 3. 354 SF SAWCUT & REMOVE EXISTING CURB AND GUTTER 308 LF SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 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 DATE lENGR.CITY DATE STANDARDS IN EFFECT. �O QROFESS/p� D. 0 C 35182 O EXP. 9-30-17 OF, CAL Prepared Under The Supervision Of S2 ✓2 10 SANTA ANA AVENUE w w wz ��U., 60 60 FREEWAY VICINITY MAP NO SCALE NO SCALE SHEET INDEX SHT. N0. DRAWING 1 COVER SHEET 2 STREET IMPROVEMENTS 3 UTILITIES PLAN AND DETAILS 4 STREET CROSS SECTIONS L'VGL`NtE�E�jI 4'G, TNG DRAWN BY: 19032 Lahafah't)ay Phone (530) 347-5168 DJ K ('ottoirwood, G4 96022 Tax(530)347-0577 DESIGNED B' sdnelson@shasta. com S D N Date CHECKED E STEPHEN NELSON R.C.E. 35182 60 SYMBOLS SYMBOL ASPALT CONCRETE (AC) AGGREGATE BASE (AB) RIGHT OF WAY r• PROPERTY LINE CENTERLINE OF R/W-------' EDGE OF PAVEMENT •- EDGE OF TRAVEL WAY - -- FENCE UNE DITCH FLOW LINE . • • • .. CONTOUR LINES - - - -��►w - - I� CULVERT PIPE-- w m --'•---'•-- a -•----r---- AVENUE -•----•---- 60 60 FREEWAY VICINITY MAP NO SCALE NO SCALE SHEET INDEX SHT. N0. DRAWING 1 COVER SHEET 2 STREET IMPROVEMENTS 3 UTILITIES PLAN AND DETAILS 4 STREET CROSS SECTIONS L'VGL`NtE�E�jI 4'G, TNG DRAWN BY: 19032 Lahafah't)ay Phone (530) 347-5168 DJ K ('ottoirwood, G4 96022 Tax(530)347-0577 DESIGNED B' sdnelson@shasta. com S D N Date CHECKED E STEPHEN NELSON R.C.E. 35182 60 SYMBOLS SYMBOL ASPALT CONCRETE (AC) AGGREGATE BASE (AB) RIGHT OF WAY r• PROPERTY LINE CENTERLINE OF R/W-------' EDGE OF PAVEMENT •- EDGE OF TRAVEL WAY - -- FENCE UNE DITCH FLOW LINE . • • • .. CONTOUR LINES - - - -��►w - - - --72,.00- CULVERT PIPE-- PUE--R------ --'•---'•-- ELECTRIC LINE ••--- -•----r---- GAS '•--- -•----•---- JOINT TRENCH ^•--- -•----•---- OVERHEAD LINE - - ------�--- STORM DRAIN -•--- +--�---- SANITARY SEWER TELEPHONE LINE ^m--- ------�---- WATER •--- -•----•---- CONCRETE ORIGINAL GROUND FOUND PROPERTY CORNER O BENCHMARK ROADSIDE SIGN LANDSCAPE TREE FIRE HYDRANT WATER VALVE H MANHOLE WATER METER UTILITY POLE UTILITY GUY POLE a AREA DRAIN U.S. POSTAL BOX P9 720.00 SPOT ELEVATION FG SLOPE DIRECTION DOWNWARD GRADE S-1'99% CURB INLET Jil CATCH BASIN ❑® EXISTING STREET LIGHT } PARKING LOT LIGHT �] CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN LU D 11093 BEECH AVENUE ScAS SHOWN Q TZ C OV E SHEET DATE: 11/18/16 w APPROVED Y �� DRAWING NO,: 1 Co co DATE: �� - 5543 • TY ENGINE 4