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HomeMy WebLinkAbout2008 i CONSTRUCTION NOTES: WILSON AVE. SUMMff AVE. CITY OF FONTANA 1 � AVE. Ol SAWCUT AND REMOVE EXISTING AC PAVEMENT PROJECT Q2 CONSTRUCT 6" AC OVER 8" COMPACTED AGGREGATE BASE OVER 95% COMPACTED NATIVE SUBGRADE OCATION '. aQ BEECH AVENUE STREET IMP QQ CONSTRUCT TYPE A2-8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 ROVEMENTS W �I ® CONSTRUCT CURB OPENING CATCH BASIN PER RANCHO CUCAMONGA STD. PLAN 300 (W=21') Q5 CONSTRUCT PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 In W s FROM 210 © REMOVE EXISTING AC DIKE S.11ACTORIA l1�QUilhD AVE. Q7 RELOCATE EXISTING FLASHING BEACON SIGN AS SHOWN PER PLAN CHERRY AVENUE TO 115 E� ® RELOCATE AND ADJUST PILLBOX TO GRADE T >_ UT BEECH AVE. AVE. 90 REMOVE SBCFCD PIPE PLUG (BRICK AND MORTAR) AND JOIN EXISTING 18" RCP 2 of 6 3 OF 6 AND CONSTRUCT CONC. COLLAR PER CITY OF RANCHO CUCAMONGA STD. PLAN 329 15 s 10 PROTECT IN PLACE SASEUNE AVE. 1 ABBREVIATI )WLEGEND. 11 CONSTRUCT 8 LF 18" RCP (D-2000) s - AC ASPHALT CONCRETENRW NON-RECLAIMABLE WASTEWATER 1© REMOVE EXISTING WALK AND REPLACE WITH TOPSOIL AND SOD VOM Lw 9EE.7 LOCATION BCR BEGIN R RADIUS CURB RETURN PVMT PAVEMENT 1© INSTALL IRRIGATION AS NECESSARY TO PROVIDE WATER COVERAGE TO NEW SOD NTS NTS BW BACK OF WALK ELEVATION RR RAILROAD 14 SAWCUT AND GRIND EXIST. AC PER DETAIL "A" ON SHEET 3 CL CENTER LINE RT RIGHT CONST CONSTRUCT R/W RIGHT OF WAY 15 CONSTRUCT LOCAL DEPRESSION PER RANCHO CUCAMONGA STD. PLAN 307 (CASE B MOD.) ST=_M3R0VEMEW GENERAL NOTES: CF CURB FACE STD STANDARD C&G CURB do GUTTER ST. STREET 16 CONSTRUCT STORM DRAIN TRENCH PER CITY OF RANCHO CUCAMONGA STD. PLAN 341 (TYPE 11) 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CiTY OF RANCHO 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE DWG DRAWINGDWG DRIVEWAY STA STATION 1© CONSTRUCT AC DIKE TYPE D1-8 PER RANCHO CUCAMONGA STD. PLAN 104 CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CITY ENGINEER. THE REPORT SHALL LIST ALL TESTS OR DETERMINATIONS COMPLETED TO SWK SIDEWALK CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. DR DRIVE TC TOP OF CURB ELEVATION RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION. ECR END CURB RETURN TB TOP OF BERM ELEVATION SIGNING AND 8 1 FIPM NOTES 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TEST TAKEN EP EDGE OF PAVEMENT TG TOP OF GRADE 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). EX., EXIST. EXISTING TS TRAFFIC SIGNAL METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN FH FIRE HYDRANT ❑1 WET SANDBLAST AND REMOVE ALL CONFLICTING STRIPES, RPM'S OR PAVEMENT MARKINGS AS SHOWN TO VC THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL CONSISTING OF A ROCKY FL FLOW LINE ELEVATION SAWCUVERTICAL CURVE THE SATISFACTION OF THE ENGINEER. DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH FS FINISH SURFACE ELEVATION SC DETECTORS do INSTALL LOOP D TO THE CITY OF RANCHO CUCAMONGA. PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH GB GRADE BREAK DETECTORS PER PLAN Q2 INSTALL DOUBLE YELLOW STRIPES PER CALTRANS STD. PLAN A208, DETAIL 29.A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. HP HIGH POINT FA-81ABANDON LOOP DETECTORS PER 3. ANY CONTRACTOR PERFORMING WORK ON THiS PROJECT SHALL FAMILIARIZE HIMSELF WITH PLAN 3 INSTALL 4" WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 12. THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT J-BOX JUNCTION BOX EXISTING RIGHT-OF-WAY ; RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED LIP LIP OF GUTTER EXISTING CENTERLINE FACILITIES ARE SHOWN ON THESE PLANS. AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO LP LOW WT POINT - EXISTING FLOW LINE ® INSTALL CHANNELIZING UNE PER CALTRANS STANDARD PLAN A20D, DETAIL 38, AS SHOWN. PAVING. LEEXISTING EDGE OF PAVEMENT 4. A PERMIT SHALL BE OBTAINED FROM THE CiTY OF RANCHO CUCAMONGA ENGINEERING MOD. MODIFIEDQ EXISTING SEWER MANHOLE Q INSTALL 50 LINEAR FEET OF 4" WIDE WHITE SOLID LANE LINE AS SHOWN. DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO 13. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE (XXXX.XX) EXISTING ELEVATION EXISTING STORM DRAIN MANHOLE CUCAMONGA EASEMENT OR RIGHT-OF-WAY. PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT © INSTALL TYPE IV PAVEMENT MARKING ARROW PER CALTRANS STANDARD PLAN A24A AS SHOWN. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. CONTACTS+: �7 REMOVE AND SALVAGE EXISTING ROADSIDE SIGN AS SHOWN. j SHALL BE SET AT ALL HiNGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50-FOOT INTERVALS. ADDITIONAL PAVING 14. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE ® FURNISH AND INSTALL STANDARD R26(S) SIGN ON POST AS SHOWN. j STAKES MAY BE REQUIRED BY CiTY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE OF THE OWNER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE ELECTRIC SEWER WATER AREAS. RESPONSIBLE FOR HiS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY SOUTHERN CALIFORNIA EDISON CITY OF FONTANA ITEM OF WORK. OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT FONTANA WATER COMPANY 90 INSTALL BIKE LANE SYMBOL PER CALTRANS STD. PLAN A24C. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED 7951 REDWOOD AVE. 8353 SIERRA AVE. 8440 NUEVO AVE. CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. IN THE OTHER ITEMS OF WORK. FONTANA, CA 92335 FONTANA, CA 92335 FONTANA, CA 92335 10 INSTALL R81, R81 A, AND R26(S) ON POST 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR ATTN: AVID Q40 ATTN: IM CHI31 ATTN: IM CH 01 ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON ATTN: DAVID QUEZADA ATTN: KIM CHITWOOD ATTN: JIM CHAPMAN OF RANCHO CUCAMONGA AND A WRITTEN REPORT WiTH THESE COMPACTION TESTS SHALL BE REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY NOTE: NON-FEE PERMIT REQ'D STREET LiG� fl"ING CON�>TRUCT<ON NOTES SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE ENGINEER FOR APPROVAL NOTE: CONTACT 1 MONTH BEFORE BEFORE CONSTRUCTION. SAN GABRIEL VALLEY WATER CO. MATERIALS AND/OR SURFACING. CONSTRUCTION. 11142 GARVEY AVE. ❑1 COORDINATE WITH SCE FOR HANDHOLE ENTRY AND CONNECTION. 16. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, TELEPHONE P.O. BOX 6010 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF GAS GENERAL TELEPHONE EL MONTE, CA 91734 ENGINEER. THE REPORT SHALL LIST ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY THE CITY INSPECTOR. SOUTHERN CALIFORNIA GAS CO. 585-A NORTH MOUNTAIN AVENUE (626) 448-6183 Q FURNISH AND INSTALL 2" RIGID METAL CONDUIT WITH 3-#8 CONDUCTORS AT 24" MINIMUM DEPTH. STABILITY, OIL CONTENT, AND GRADATION OF ASPHALT PAVING. 1981 W. LUGONiA AVENUE UPLAND CA 91786 ATTN: LEWIS MONTENEGRO 03 FURNISH AND INSTALL 1.5" PVC CONDUIT SCHEDULE 40 WITH 3-#8 CONDUCTORS AT 18" MINIMUM REDLANDS, CA. 92374 (800) 483-3000 DEPTH. STORM DRAMA IMPfiOVEMENT GENERAL NOTES (909) 335-7583 NOTE: CONTACT 2 WEEKS PRIOR METROPOLITAN WATER DISTRICT ATTN: ROD DURAN TO CONSTRUCTION. 700 N. MORENO AVENUE ® FURNISH AND INSTALL MARBLEUTE STREET LIGHT AND FOUNDATION PER SCE STANDARD PLANS AT 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT LA VERNE, CA 91750 CENTERLINE LOCATION SHOWN. PIANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE STORM DRAIN CABLE CO. (909) 593-7474 CONSTRUCTION ("GREENSOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. CITY OF FONTANA ADELPHIA COMMUNICATIONS ATTN: FRED ADAMI NOTICE TO CONTRACTORS: i THE LATEST EDITION UNLESS OTHERWISE NOTED. 8353 SIERRA AVE. DESIGN CENTER 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE FONTANA, CA 92335 1500 Auto Center Drive V RE IZON CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION i 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOTED. 909 350-6-/31 ONTARIO, CA 91761 1400 E. PHILLIPS BLVD. CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE NOT BE SOLVED LL REFERENCE TO PRECEDENCE PROVISIONS IN THE "G GINEEROK", THE ( ) OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE ATTN: KIM CHITWOOD PAUL CYR POMONA, CA 91766 RESOLUTION. THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR NOTE: NON-FFE PERMIT REQ'D (909) 975-3342 (909) 469-6343 TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTIONDEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL AND THE CiTY OF FONTANA HARMLESS FROM ANY AND ALL LIABILITY, 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. CONTROL STAKING DURING CONSTRUCTION. BEFORE CONS RUCTION. ATTN: JERRY RUIZ REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED 4. ADVANCE CONSTRUCTION SiGNiNG INDICATING DURATION OF PROJECT SHALL BE IN PLACE 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR MCI TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. OSP NATIONAL SUPPORT INVESTIGATIONS PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY. 17. REMOVAL AND REPLACEMENT OF EXiSI NG SURVEY CONTROL, INCLUDING SURVEY DEPT. 42864 LOC 107 REGULATIONS" OF THE US DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA, DEPARTMENT OF INDUSTRIAL RELATIONS DEVELOPMENT DEPARTMENT, ENGINEERING DVISiON PRiOR TO THE START OF ANY WORK. MONUMENT'S, MONUMENT TiES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CML 2400 NORTH GLENVILLE "CONSTRUCTION SAFETY ORDERS". THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR M ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED RICHARDSON, TX 75082 SUBCONTRACTORS COMPLIANCE WiTH SAID REGULATIONS AND ORDERS. THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL FIELD SERVICE REPRESENTATIVE: 350-7610. NOTIFY THE ENGINEER ONE +t .�� IiX CHUCK TRIMBLE AT (909) 421-5039 LWEEK PRIOR TO ATER REPLACEMENT OF CONSTRUCTION�SO �T TiES TO MONUMENTS CAN BE ESTABLISHED FOR PRIVATE ENGINEERS NOTICE TO CONTRACTORS 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND SHEET 1 TITLE SHEET PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRICTURES SHOWN ON THESE PLANS ARE 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL / OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE SHEET 2 BEECH AVE. FROM CHERRY AVE. TO 1100' E 0 CHERRY AVE. CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. SHEET 3 BEECH AVE. FROM 1100' E/O CHERRY AVE. TO 1-15 FWY, AND STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID 7. D SHALL RS THE OTHERESPR TRAFFIC OF THE CONTRACTOR L MIMES. N BARRICADES, DETAILS AND TYPICAL SECTIONS LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FUR DELINEATORS OR OTHER TRAFFIC CONTROL DEVISES AT ALL TIMES. 19, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, SHEET 4 BEECH AVE. STORM DRAIN IMPROVEMENT PLAN NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES t 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR INCLUDING ADEQUATE WATERING AT ALL TIMES. SHEET 5 BEECH AVE. SIGNING AND STRIPING PLAN AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. THE TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO SHEET 6 BEECH AVE. STREET LIGHTING PLAN CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 1-800 227-2600 TWO (2) INDUSTRIAL SAFETY. BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLViNS 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS 21, NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRiOR APPROVAL OF THE CITY BASIS OF BEARING' CITY OF RANCHO CUCAMONGA PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE INSPECTOR. OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. THE BEARING OF N89'58'45"W FOR THE CENTERLINE OF SUMMIT AVENUE AS PROJECT NUMBER: DRC2004-OOUAR 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN SHOWN ON TRACT N0. 14276-6 RECORDED IN BOOK 261, PAGES 34 THROUGH 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 36 OF MAPS WAS USED AS THE BASIS OF BEARINGS. �•• OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. a„ LAND 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING C-,� ��/ fG� EXISTING CITY OF RANCHO CUCAMONGA '� STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE HOWEVER IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. o m `o SHOULD CONSTRUCTION OF THE REQUIRED FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE a '� I HEREBY CERTIFY THAT I HAVE IDENTIFIED FOUND SURVEY MONUMENTS OF IMPROVEMENTS NOT COMMENCE WITHIN PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT Exp.12/31/04 RECORDS THAT MAY BE DISTURBED BY THIS PROJECT. SAID FOUND MONUMENTS APPROVED BY: DATE: ! 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO +< * O TWO YEARS OF THE DATE OF APPROVAL UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS PRIOR BEFORE MATCH EXISTING CONCRETE. 110. 7629 ! WHICH CURRENTLY EXIST IN THE FIELD, ARE SHOWN ON THESE PLANS AND ARE SHOWN HEREON AND CARRIED FORTH INA CITY ENGINEER ® f /% RCE NO.: EXCAVATION. `�� �� DESCRIBED AS FOLLOWS: G% �/�` ?'�9✓`.� 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF CAL�E� DILIGENT MANNER, THE CITY ENGINEER MAY Of THE CITY ENGINEER. 1. NONE OF REVISIONS TO THE PLANS TO { INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPE BRING THEM INTO CONFORMANCE WITH IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL CONDITIONS AND STANDARDS IN EFFECT. AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK THEIR FACILITIES.AROUND - 9/ t, l G A' BERNARD J. MCINALLY, S. 7629 DATE tetDESCRIPTION OF REVISION DATE CIN 'APPROVAL Underground Service Alert BENCH MARK DAVID EVANS CITY OF FONTANA CALIFORNIA SECTION 4216/4217 OF THE GOVERNMENT CITY OF FONTANA ,�A Essiq�t �i D AND A S S O C I AT E S mc. DRAWN BY: CODE REQUIRES A DiG ALERT IDENTIFICATION BENCHMARK ID 8-17 �fi' BEY F SCALE: 1 =40 NUMBER BE ISSUED BEFORE A PERMIT TO KARL �" AL/FUP Al E HORIZ: I -4V EXCAVATE WILL BE VALIAVE.NEAR N/ CORNER OF HIGHLAND do SAN NO. 42868 Q DESIGNED BY: � OVNT PLANS VERT: 10-4! FOR YOUR DIG ALERT I.D. NUMBER CALL SANATIVE A 343 NOF HIGHLAND AND JGRH UNDERGROUND SERVICE ALERT 0.2 MI. W. OF SAN SANATIVE, IN S CONC. �' 3/31/ " DATE: BASE OF S.C.E. TOWER 195 +r'+� I VHF •' 0/11/04 CHECKED BY: JKR 08/11/04 ! TT' MT 1 -800-227-2600 ELEV.-1428.61 I REVISIONS �'S DATE CiTY DATE REGIsrEREo P.E.PEtNEER DATE JOB ONTTK)28 APPRWAL APP"N. APF� o �L, DR. NO. SHEET N0. CITY ENGINEER RCE NO. 51152 3654 1 OF 6 I i I I I i , i tC MANS' VAR. 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I � I I I � I I i 1 3 36 FL ELEV. 1506.81 FL r- -� +- - a-- -- I --1- - I -- - ,-� - �-- ' ! r TA. > #7 .4 - ___�__ �- --�--�- -4 -1 - -a -+- i t i - - --- ._ ,. - t- - y� - -�- !-;_ CALF. i I OO 1506.8 FL ELEV. 1506.93 FL I � � I VER: 1 =4 CURVE DATA TABLE (CITY OF FONTANA) �D tn�ao STA. 16+17t A. 16+56 (CITY OF FONTANA) DELTA RADIUS LENGTH TANGENT 12 13 6 ?� STA. 10+97t END F/W REMOVAL REMOVE EX. OVERSIDE DRAIN co 9m:=j BEGIN S/W REMOVAL AT 12 13 O 03'21'57" 8000.00' 469.96' 235.05' END I MG. WORK. BEGIN REMOVE EX. AC DIKE mz to to COLD JOINT. END FOD REPLCM'T. c�_ » I ( 8 IN IRRIG. WORK. Q 89'59'33" 7.50' 11.78' 7.50' STA. 17+00 1 2 t, ,STA. 20+28.33 39.13' RT. 3 w z `� I j BC STA, 16+13.67 BEGI OD REPLCM'T. FOUND2" BRASS DISC W END R&R,16.5 RT. RELOCATE EX. vi Z zo ' BEECH AVENUE PUNCH MARK FLUSH IN AC BEGIN R&R,30.5 RT. o M ' FLASHING BEACON SIGN 1 �N D EXIST. R/W W/ CONC. SURROUND TO 42.0' RT. OF CL LL oow 3 - - W r . —� - o*F EXIST. CURB & GUTTER EXIST CURB & GUTTER 0 150/ ONST. CL S89'S8'45"E 12 1 CITY OF ONTANA 14 15 16 1- IL1 SECTION LINE 14 1 EXIST. EP 14 1 u-? 0 p CITY OF RANCHO SECTION LINE 14 1 Ir? - _ N N --- _ LLJ Ui _ C ST CL ! — _.._ _ — — 'o In ON W N r _ � � Iri in 1417 3 1 Z 1 ' _ ------- .- . V -.. 6 1505 /W 5 _ F•- STA. 10+00 I _ _ — — — -- — — _ is Q FOUND 1" IP, OPEN, 16 — — — — — — — _ _ _ _I — — _ M SCALE: 1* = 40' o FLUSH PER DEA FB 685 14 DAYLIGHT LINE-� PER IT TO ENTER N89'S8 549.81' INSTALL ST. T 9,500 H. S.V.. PROP. =03'21'57" R=7930.00' L=465. TO ENTER PG 51 LL) BOU ARY BY SCE, PAID F AND C00 BY JOINS EXI DAYLIGHT L E �� 0 40 1117 80 120 CITY OF FONTANA .) SEE BOUNDA (FILL) 7 8 Z I IM TES: HTING PLAN (SHE 6) ® REMOVE SBCFCD PIPE PLUG (BRICK AND MORTAR) AND JOIN EXISTING 18" RCP W z — AND CONSTRUCT CONC. COLLAR PER CITY OF RANCHO CUCAMONGA STD. PLAN 329 � Q1 SAWCUT AND REMOVE EXISTING AC PAVEMENT 10 PROTECT IN PLACE CITY OF RAN4..HO CUCAMONGA Q w " 1 CONSTRUCT 8 LF 18" RCP (D-2000) SHOULD CONSTRUCTION OF THE Q2 CONSTRUCT 6 AC OVER 8 COMPACTED AGGREGATE BASE OVER 95% COMPACTED NATIVE SUBGRADE O REQUIRED IMPROVEMENTS NOT o D d i COMMENCE WITHIN TWO YEARS OF APPROVED BY: �' - DATE: �/w10� `� 3 CONSTRUCT TYPE A2-8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 0 REMOVE EXISTING WALK AND REPLACE WITH TOPSOIL AND SOD z t: �,� t O THE DATE OF APPROVAL SHOWN CITY ENGINEER .�i(�/ RCE NO,: �� �', I v= : In w o lin O4 CONSTRUCT CURB OPENING CATCH BASIN PER RANCHO CUCAMONGA STD. PLAN 300 (W=21') Q INSTALL IRRIGATION AS NECESSARY TO PROVIDE WATER COVERAGE TO NEW SOD HEREON AND CARRIED FORTH IN A < m 0 m Z w 0 DILIGENT MANNER, THE CITY La.l z w : 0 vN z 05 CONSTRUCT PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 14 SAWCUT AND GRIND EXIST. AC PER DETAIL "A" ON SHEET 3 ENGINEER MAY REQUIRE REVISIONS = v~i o o 5 to � c� a TO THE PLANS TO BRING THEM (� �x 0 w ao w`� a m o v v © REMOVE EXISTING AC DIKE 15 CONSTRUCT LOCAL DEPRESSION PER RANCHO CUCAMONGA STD. PLAN 307 (CASE B MOD.) INTO CONFORMANCE WITH I 5 = w CONDITIONS AND STANDARDS IN > w 3 I M v~i °0 v No ,n Q7 RELOCATE EXISTING FLASHING BEACON SIGN AS SHOWN PER PLAN 1® CONSTRUCT STORM DRAIN TRENCH PER CITY OF RANCHO CUCAMONGA STD. PLAN 341 (TYPE EFFECT. 1 w ~ x r,� t N DESCRIPTION OF REVISION DATE C� 1 2 c� Q v m m w �o 0) N 8 RELOCATE AND ADJUST PULLBOX TO GRADE © APPROVAL 1 CONSTRUCT AC DIKE TYPE D1-8 PER RANCHO CUCAMONGA STD. PLAN 104 � � x ~ � + + > + w o w x m o CITY OF FONTANA CALIFORNIA Underground Service Alert z z z - z � " o Z t' — N BENCH MAIC QZ3 Z o Z3 �o d � — w < N 1 DAVID EVANS t- W O w tD w F- z I-w Q w H f- -ILZS/ m v : m M m to w to� -5 to to 3 to CITY OF FONTANA AND A S S O C I AT E S mc. SECTION 4216/4217 OF THE GOVERNMENT DRAWN BY: SCALE: 1"=40' CODE REQUIRES A DIG ALERT IDENTIFICATION 1 1 3 9 4 5 BENCHMARK ID 8-17 g'` JEFFREY - 800 North Haven Avenue, Suite 300 FAL/FUP BEECH AVENUE NUMBER BE ISSUED BEFORE A PERMIT TO 2 2 11 2 n KARL TM Ontario California 91764 HORIZ: 1"-40'' NEAR N/W CORNER OF HIGHLAND & SAN RUPP DESIGNED BY: WRO PLANS VERT: 1"-4' EXCAVATE WILL BE VALID 3 15 SAVAINE AVE. 343' N OF HIGHLAND AND No. 42868 Phone: 909.481.5750 JGRH FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT 5 16 0.2 MI. W. OF SAN SAVAINE, IN S CONC. Exp' 3/31/2006 * FROM AVENUE TO BASE OF S.C.E. TOWER 195 �,, civ« �� CHECKED BY: / DATE: qr � ��� JKREAST TCHAVENUE 08/12/04 1 -800-227-2600 ELEV.=1428.61 J UPP, P.E. DATE JOB NO. DR. NO. SHEET NO. REVISIONS APPROVAL DATEAPPRIMAL DATE REGISTERED CML ENGINEER FONT0028 APPRwE CITY ENGINEER RCE N0. 51152 3654 2 ot: 6 ano S i . r 1 Y�2 CHERRY VENUE WIZ C0w<ox:r2§1 !, o ma j N i � J BQ TA. 16+13.§7 �L`2 \ FUN 2 BRASDlS W w :z (n 2V2U � PUNCH MARK FLUSH IN AC AVENIN � EXIST. R/W W/ CONC. SURROUND w 20�\ — LU __ .• L STREET CL LAJ O J 00 LO - SECTION LINE W _ kit J LO _ +a EXIST. R/W `�+ + Nt cC � W_ + C) r � � 4 3 4 3 4 3 t� 4 3 4 , �-' 2 NUE BEECH AVE OD STREET UGHTM CONSTRUCTION NOTES W - - + �1 COORDINATE WITH SCE FOR HANDHOLE ENTRY AND CONNECTION.. ® PROPOSED 9,500 LUMEN H.P.S.V. LAMPS. LUMINAIRE SHALL BE MEDIUM FULL-CUTOFF' � SECTION UNE N " " (FLAT-GLASS). TYPE 111 AND MOUNTED ON POLES AS NOTED (H=28'-10'). � - Q2 FURNISH AND INSTALL 2 RIGID METAL CONDUIT WITH 3-#8 CONDUCTORS AT 24 MINIMUM DEPTH. STREET CL 3❑ FURNISH AND INSTALL 1.5" PVC CONDUIT SCHEDULE 40 WITH 3-#8 CONDUCTORS AT 18" MINIMUM EXISTING 22,000 LUMEN (200 WATT) H.P.S.V. LAMP AND POLE. _ v DEPTH. W _ 24 ❑4 FURNISH AND INSTALL 9,500 LUMEN H.P.S.V. MARBLELITE STREET LIGHT AND FOUNDATION PER SCE Z _ o -— STANDARD PLANS AT CENTERLINE LOCATION SHOWN. 2 — — GENERAL STREET LIGHTING NOTES _ 1. ALL WORK SHALL CONFORM TO SOUTHERN CALIFORNIA EDISON STANDARD PLANS AND SPECIFICATIONS. 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THIS JOB AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 3. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT 48 HRS. PRIOR TO CONSTRUCTION. FOR UNDERGROUND LOCATION, PHONE 1-800-227-2600. 4. ALL WORK RELATED TO ELECTRIC SERVICE OR EXISTING SERIES STREET LIGHTING CIRCUITS SHALL BE PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF SOUTHERN CAUFORNW EDISON. 5. BEFORE STARTING WORK THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE CITY AND "MEN AT WORK" SIGNS AND LANE DELINEATORS MUST BE POSTED BEFORE ANY WORK IS PERFORMED. 6. ONE AND ONE-HALF INCH (1.5) SCHEDULE 40 PVC CONDUIT SHALL BE USED AND PLACEMENT SHALL BE AS SHOWN WITH 18" MINIMUM COVER. 7. AT COMPI ETION OF JOB. THE CONTRACTOR SHALL SUBMIT TO THE CITY ELECTRICAL DIVISIONAN UPDA1ED ��/ WIDTH. DIMENSIONS. (ALL MCONDUIT LOCATIONS MATTE FINISH AND ZANY GOOD OHANGES CONDITION. FROM ORIGINAL DRAWING. CITY 1 OF RANCHO CUCAMONGA 8. ALL STATION MARKINGS ARE APPROXIMATE. FINAL LOCATION TO BE DETERMINED BY ENGINEER SHOULD CONSTRUCTION OF THE REQUIRED ON THE F IELD. IMPROVEMENTS NOT COMMENCE WITHIN APPROVED BY: DATE: TWO YEARS OF THE DATE OF APPROVAL � p SHOWN HEREON AND CARRIED FORTH IN A CITY ENGINEER RCE NO.: DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PUNS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. SCALE: 1" = 40' CITY 0 40 so0 DESCRIPTION OF REVISION DATE APPROVAL Underground Service Alert BENCH MARC DAVID EVAN 8 COY OF FONTANA, CALIFORNIA BENCHMARRKK IDD 8-17 FRE SECTION 4216/4217 OF THE GOVERNMENT CITY OF A �FY AND A 8 8 O C I AT E 8 me. DRAWN BY: SCALE. 1"-40' CODE REQUIRES A DIG ALERT IDENTIFICATION o KARL 800 Nath Haven Avenue, Suite 300 FAL/FUP BEECH AVENUE NUMBER BE ISSUED BEFORE A PERMIT TO NEAR N/W CORNER OF HIGHLAND do SAN �' Ontario California 91764 ROUEN F�..ANS I: 1 4 EXCAVATE WILL 8. VALID SAVAINE AVE. 343' N OF HIGHLAND AND NO. 428613 Phi: 909.481.5750 DESIGNED BY: VERT: . , FOR YOUR DIG ALERT I.D. NUMBER CALL JGRH UNDERGROUND SERVICE ALERT 0.2 MI. W. OF SAN SAVAINE, IN S CONC. Ems. 3/31/2006 BASE OF S.C.E. TOWER 195 C i v i A- CHECKED BY: PLm DATE: CA►.� -set Ir eljplQ4 JKR 06j/12/04 1 -800-227-2600 ELEV.=1428.61rTy J RUPP, P.E. DATE JOB NO.REVISIONSERRO�L DAtE AP CP L am1ff RE CML EJ WEER FONT0028 � N0. N . APP CrTY ENGI No. 511521 3654 6 OF 6 -000