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HomeMy WebLinkAbout3528-1GENERAL 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 ENIGNEER FOR RESOLUTION. J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 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 THE 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 A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATION' 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 ILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. ELEVATION OF ANY EXISTING UT 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 ENG/NEER 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 ENG/NEER. 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 ENG/NEER 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 MIN/MUM 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. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT 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 SOI!_ STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT 3I. 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. 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, CITY OF FONTANA STREET IMPROVEMENT PLANS TRACT NO 16176 o LOT 4 7jr-?ACT 1\10 15-00' / / \ \ LOT 4 Ma_27'11341-3D /' / e \ __j7rlrl C I\JO J-55 _9 (1) TR. N0,.,'16176__\ �\ ��1� 14 / \6 u �V- ' I LOS IL \ /< \ 1 � / � ' it \ m ��► \ / ,, \ o0 LOT 1 < \ �• E\ / rf?I rr J\jo\ hvro n 1 / / e\ ®R111-3cD <1 AJ `r / Tr?rl rr\e AlJ 165-0,08I r 1 pMpR e / / TR. NO. 16176-2 1 \ \ I LOrI rr?rlrr ]\J0 JaJOJ \ , 1 6.1 SAWCUT AND REMOVE No. EXIST PAVEMENT REMOVE EXIST. P.C.C. / ICURB & GUTTER ""•' I 5 1 WHERE APPLICABLE l I GRIND 0.10' MIN.(M/N) / EXIST PAVEMENT AND n OVERLAY 0.10' MIN. INDEX MAP SCALE: I" = 150' CITY OF FONTANA UTILITY NO TION LIST CITY OF FONTANA PACIFIC BELL CO. ATTN.- CARLOS NAVARRO ATTN.- NORMA GUILLOT 8353 SIERRA AVENUE 1265 N. VAN BUREN STREET FONTANA, CA 92335 SUI TE 180 (909) 350-6632 ANAHEIM, CA 92807 875-5100 - (714) 666-5401 SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) ATTN.- GREG GASPAR ATTN. JACK HA YES 1205 16231 VALLEY BLVD. DUPONT AVENUE ONTARIO, CA. 91761 FONTANA, CA. 92335 (909) 390-4738 90 �•� 9 428-8411 EMERGENCIES: (800) 427-2200 SO. CALIFORNIA EDITON COMPANY 7951 REDWOOD AVE. STANDARD PLAN FONTANA, CA. 92335 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES (909) 820-5598 - UNDERGROUND (909) 875-5100 - TRANSMISSIONS (2 IS) 637-1233 - PIPELINES (909) 357-6233 - DISTRIBUTION CRAWFORD CANYON MUTUAL WATER CO. ATTN: BASIL J. FABRIZIO (909) 463-9580 UNDERGROUND SERVICE ALERT (800) 422-4133 VERIZON A TTN: STEVE HOCK 1400 E. PHILLIPS BLVD. POMONA, CA. 91766 (909) 469-6327 FONTANA WATER COMPANY ATTN. MICHAEL J. McGRAW 8440 NUEVO AVENUE FONTANA, CA 92335 (909) 822-2201 FAX: (909) 823-5046 WEST SAN BERNARDINO WATER CO. A TTN: LON TSAI 855 W. BASELINE ROAD RIAL TO, CA 92377 EXISTING PAVEMENT DETAIL "A" NOT TO SCALE NEW PAVEMENT u, N -•--DIRECTION OF FLOW STANDARD PLAN W � aZ THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES cr a j _N K ! x o 313-1 CURB OPEr E ta -,m 107,955 CATCHBAS CONC. CURB O2 WQr $3z� POINT A POINT B POINT C & GUTTER & GUTTER �•� SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT BROOKSIDE WAY (STA. 11+J2 TO STA. 17+43.73), LANDMARK DR, MIRA VISTA LN, AND LOS COYOTES STREET _ P� 1=1 =- 50' R/W 'gym CURBS POINT A SATICOY PLACE CONC. AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER TYPICAL MY CONC.CURE IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING SgRp POINT E IPAGES 34 THROUGH ENGINEER. GRADE BREAK W U MODIFIED TO 8' WIDE. CURB & GUTTER 1 POINT E t Li -POINT G -•--DIRECTION OF FLOW L '-I N - FLOW LINE PROFILE CASE A L - = WD - L- CURB OPENING -_ _ -1 CATCH BASIN (Sj - r 1 POINT A POINT B POINT `--POINT D . FLOW LINE -N CURB 1 NTD & GUTTER) PLAN POINT G POINT F DIRECTION OF FLOW --+- -----DIRECTION OF FLOW N- L---_wD...-_ N- POINT D POINT A POINT B POINT C FLOW LINE PROFILE FLow LINE CASE B 25 m (1") 150 mm (61 25 mm (1") 150 mm (6") M_ M.G.OR 50 mm - (2") 17-1 CURB FACE JH o I De �- _j SECTION A -A p - KIUGt E VALLEY E��a �' D LLT... p . p'' Q 'p 0 G • . p p, SECTION B -B U J a zv L} 25 mm (1.) t p 'k_� E `N ° ..• V p. 4 ' A p. r SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PLAN -•--DIRECTION OF FLOW STANDARD PLAN im THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES cr a j _N K WD 313-1 Z�U SHEET 1 OF 4 - - 107,955 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE CONC. CURB O2 O CONC. CUR- POINT A POINT B POINT C POINT E t Li -POINT G -•--DIRECTION OF FLOW L '-I N - FLOW LINE PROFILE CASE A L - = WD - L- CURB OPENING -_ _ -1 CATCH BASIN (Sj - r 1 POINT A POINT B POINT `--POINT D . FLOW LINE -N CURB 1 NTD & GUTTER) PLAN POINT G POINT F DIRECTION OF FLOW --+- -----DIRECTION OF FLOW N- L---_wD...-_ N- POINT D POINT A POINT B POINT C FLOW LINE PROFILE FLow LINE CASE B 25 m (1") 150 mm (61 25 mm (1") 150 mm (6") M_ M.G.OR 50 mm - (2") 17-1 CURB FACE JH o I De �- _j SECTION A -A p - KIUGt E VALLEY E��a �' D LLT... p . p'' Q 'p 0 G • . p p, SECTION B -B U J a zv L} 25 mm (1.) t p 'k_� E `N ° ..• V p. 4 ' A p. r SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE LOCAL DEPRESSIONS STANDARD PLAN PUBLIC WORKS STANDARDS INC.,r THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES METRIC GREENBO19a COMMITTEE � r �,{ AT CATCH � BASINS 313-1 REV. tale SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R/W R/W • 1-1"_ ..,-,,,...111..`•-'- CONC. R/W PRIVATE ENGINEER'S NOTICE TO CONTRACTORS BEGIN CURVE B. V. C. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES CONI © SIDEWALK SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; CATCH BASIN Q SIDEW, CONSTRUCT 4- AC PAVEMENT (MIN.) OVER 12" COMPACTED (957) 107,955 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE CONC. CURB O2 O CONC. CUR- 54' R/W & GUTTER & GUTTER �•� SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT BROOKSIDE WAY (STA. 11+J2 TO STA. 17+43.73), LANDMARK DR, MIRA VISTA LN, AND LOS COYOTES STREET _ P� 1=1 =- 50' R/W OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT I I 1 � � I SATICOY PLACE CONC. AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER TYPICAL T1=5.5 SEC T/ON CONC.CURE STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. A O 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND _ SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. DIAL �l 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF BEFORE t! RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY' ENGINEER. YOU DIG TOLL FREE �' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE REC. DWG - NOT TO SCALE 58' 22' CL 22' I 7' 0.05' LEVEL LINEENT iT / BROOKSIDE WA Y TYPICAL SECTION Ti=5.5 (STA. 10+00 TO STA. 11+,32) NOT TO SCALE R/W rrrl NOTE! VICINITY MAP N. T S. 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS. 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN). 3. IN EXISTING STREETS WHERE NO ,PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND G SHALL BE SET Hr HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS• AT POINTS A AND D, RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW UNE. WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF PQiNT E SHALL BE SET HS HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H = NOTED ON THE PROJECT PLANS. H1= NOTED ON THE PROJECT PLANS. H2= NOTED ON THE PROJECT PLANS. H3 = NOTED ON THE PROJECT PLANS. G = 600 mm (2 Feet) K = 1.5 m (5 Feet) L = 1.8 m (6` Feet) M - 1.2 m (4 Feet) N - 1.5 m (5 Feet) WD - CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MUTIPLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES). 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRICAND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES, IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR 'CONSTRUCTION SHALL BE ENGLISH LEGEND VALUES. A.C. R/W PRIVATE ENGINEER'S NOTICE TO CONTRACTORS BEGIN CURVE B. V. C. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES '. U. E. B. W. BACK SIDEWALK SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; CATCH BASIN 7, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT CONSTRUCT 4- AC PAVEMENT (MIN.) OVER 12" COMPACTED (957) 107,955 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE 1 ' 6 ' PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE -�-I DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- �•� SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT qH EDGE GRADE SHOWN ON THESE DRAWINGS. 29 . THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- _ P� 1=1 =- IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION - 2 1 �_-111 (1=III- OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT I I 1 � � I � THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;©SIDEWAL CONC. AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER F. L. F. S. AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, CONC.CURE IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING OO & GUTTER FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE IPAGES 34 THROUGH ENGINEER. GRADE BREAK CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT MODIFIED TO 8' WIDE. ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. A O 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND _ SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. DIAL �l 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF BEFORE t! RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY' ENGINEER. YOU DIG TOLL FREE �' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE REC. DWG - NOT TO SCALE 58' 22' CL 22' I 7' 0.05' LEVEL LINEENT iT / BROOKSIDE WA Y TYPICAL SECTION Ti=5.5 (STA. 10+00 TO STA. 11+,32) NOT TO SCALE R/W rrrl NOTE! VICINITY MAP N. T S. 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS. 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN). 3. IN EXISTING STREETS WHERE NO ,PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND G SHALL BE SET Hr HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS• AT POINTS A AND D, RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW UNE. WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF PQiNT E SHALL BE SET HS HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H = NOTED ON THE PROJECT PLANS. H1= NOTED ON THE PROJECT PLANS. H2= NOTED ON THE PROJECT PLANS. H3 = NOTED ON THE PROJECT PLANS. G = 600 mm (2 Feet) K = 1.5 m (5 Feet) L = 1.8 m (6` Feet) M - 1.2 m (4 Feet) N - 1.5 m (5 Feet) WD - CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MUTIPLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES). 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRICAND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES, IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR 'CONSTRUCTION SHALL BE ENGLISH LEGEND VALUES. A.C. ASPHALTIC CONCRETE 5 ) B.C. BEGIN CURVE B. V. C. BEG. VERTICAL CURVE '. U. E. B. W. BACK SIDEWALK C B CATCH BASIN AMERICA_ N PUBLIC WORKS ASSOCIATION .SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 313-1 LOCAL DEPRESSIONS AT CATCH BASINS CENTERLINE SHEET 4 OI= 4 ? ' C.L. CENTERLINE TRACT BOUNDARY0 CONS TRUC T/ON NOTES QUANTITIES P� 6 E. C. END CURVE Oj CONSTRUCT 4- AC PAVEMENT (MIN.) OVER 12" COMPACTED (957) 107,955 SF E. P. EDGE PAVEMENT NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) - E. G. EDGE GRADE BASIS OF BEARINGS: / Q 1 THESE RECORD DRAWINGS HAVE BEEN PREPAIR - E. V. C. END VERTICAL CURVE O2 CONSTRUCT 6 "CF CURB & GUTTER PER CITY STD. PLAN NO. 1003. 5,98J LF 17 F. L. F. S. FLOW LINE FINISH SURFACE �3 CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105 1, 660 SF IPAGES 34 THROUGH G.B. GRADE BREAK MODIFIED TO 8' WIDE. K® H.P. HIGH POINT L.D. LOCAL DEPRESSION O CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER APWA STD. DWG. 313-1, 8 EA INV, INVERT SEE SHT. 1, 2, 3, 4, W AND CASE A OR B AS SHOWN ON PLAN. O.C. MVC ON CURVE MIDDLE VERTICLE CURVE O CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. 8 EA MCC MIDDLE OF CURVE © CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 W=5.5' 23,8J2 SF P.C.C. PORTLAND CEMENT CONCRETE (R)RIDGE LINE CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102. 10, 725 SF R/W W = 16' UNLESS NOTED ON PLAN. TAN. RIGHT OF WAY TANGENT ® INSTALL STREET LIGHT 5800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE 117) 16 EA T. TOIL OF CURB Og INSTALL STREET NAME SIGN PER CITY STD. NO. 139. 6 EA V VERTICAL DEPTH 10 INSTALL SRI STOP SIGN W/ LIMIT LINE & "STOP" LEGEND PER CALTRANS STD.. 1 EA (590.77) INDICATES EXISTING ELEVATION ADJUST MANHOLE RIM TO GRADE PER CITY STD. PLAN 109. 17 EA 590.77 INDICATES PROPOSED ELEVATION 12 ADJUST GATE VALVE BOX TO GRADE PER CITY STD. 130. 9 EA INDICATES SLOPE > 4 1 9 SAWCUT & REMOVE EXISTING A.C. PAVEMENT. 300 SF AC PAVEMENT 14 SAWCUT & REMOVE EXISTING CONCRETE SIDEWALK. REMOVAL 465 SF �P� ® @ SAWCUT AND REMOVE EXISTING P.C.C. CURB & GUTTER. 91 LF „•1 �2% I r -I !J-9 -111 CONC. SIDEWAL CONC. CURB & GUTTER = GRIND R/W GRIND 0.10' MIN. EXISTING A.C. PAVEMENT & OVERLAY 0.10' MIN. PER DETAIL 'A" ON SHT I 185 SF TRACT BOUNDARY0 CONSTRUCT CART PATH DRIVEWAY APPROACH PER DETAIL ON SHT. J. 210 SF 6 CONSTRUCT 6" P.C.C. CART PATH. MATCH FINISH OF EXISTING CART PATH. 400 SP CONSTRUCT 4-1/2" AC PAVEMENT (MIN.) OVER 12" COMPACTED (957) - -- 95 SF NATIVE MATERIAL (SEE GENERAL NOTES 31 2) �oFEs BENCH MARK: # No. 615 BASIS OF BEARINGS: / Q 1 THESE RECORD DRAWINGS HAVE BEEN PREPAIR RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CECROS THE BEARING OF N00'16'44"W ALONG THE WEST LINE OF SECTION 30, �V q � '�J� ART, ON THE BASIS OF INFORMATION COMPILED ANO FURNISHED BY OTHERS..THE ENGIN•EER,WILL.NOT BE AVE., IN POWER POLE NO. 9011 E TOWNSHIP 1 NORTH, RANGE 5 WEST, SAN BERNARDINO MERIDIAN, AS SHOWN �, r� / � ' '' " ? `- ESPONSI13LE FOR ANY ERROI P OR OIiAI 41,t ; NS. WH)C •i'HE ON THE EAST SIDE OF CITRUS AVE. ON TR. NO. 15908, IN BOOK 271,k a (0 -3Q At 1 OAYF.�I3Efr1+� 11+;IGORPORATFb IWTO b0 .I�MENTS AF ELEVATION: # 1467.59 IPAGES 34 THROUGH 39 OF MAPS. CI r�� i NTANA CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED PREEN Prepared Under The Supervision of : , IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS ���,�- '- Iw�F PREPARED IN THE OFFICE INC.STREET IMPROVEMENT PLANS OF THE DATE OF APPROVAL SHOWN HEREON AND �_�� '��� MADOLE AND ASSOCIATES, IN - - ScaLE• w 3 No. 36637 c �' 10601 CHURCH STREET STE 107 DRAWN TRACT 16176-1 16176-2 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. Exp 06-30-04 * RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 RCE 36637 JV -AS SHOWN DESIGNED BY: & 16 DATE: EF I SEPT. 2003 CHECKED BY: APP D DRAWING NO.: � 2 /o O W/ / CITY ENGINEER E. 51152 DATE 3528 5 J:\826-1177\Street\st0l.dwa. 02/09/2004 03:19:02 PM. DM