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Home My WebLink About5113-1CITY OF FONTANA TRACT N0. 18825-1 SEWER IMPROVEMENT PLANS CONSTRUCTION STAKING NOTICE INDEX MSP GENERAL NOTES IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF = FUTURE STORM DINN UNE 50 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 25 SN17ARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR 24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR THE COMPLETE PROJECT. IF, HOWEVER ANOTHER FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THE EIGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE SHOULD B E EMPLOYED TO USE THESE P LAN S FOR THE PURPOSE 0 F CONSTRUCTION SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION ("GREEN BOOK"). ALL SIALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR FOR, W AUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES t0 THE STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF ALLARD ENGINEERING INCORPORATED 2. REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION P. 5113 3. UNLESS OTHERWISE NOTED. FIRE HYDRANT ALLARD ENGINEERING COMPANY HAD PERFORMED THE STAKING WORK. 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 26 N1 OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT 5. DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE P110R APPROVAL OF THE CITY ENGINEER. REV. 6. PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY 27 SIORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED ENGR. CITY REPORT SAID CONFLICT t0 THE CITY ENGINEER FOR RESOLUTION. Al MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. BA5I5BEARIN F . O CS. 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 28 POOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING — RIGHT OF WAY CITY ENGINEER. FRILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA APROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLYC(RRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE < fiq START OF ANY WORK. INSPECTION COORDINATION SMALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBUC " 29 AL 4 HOUSE LATERALS SHALL BE INSTALLED At A 29 MINIMUM GRADE y RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. UILESS OTHERWISE APPROVED BY THE CITY ENGINEER. _, << THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH LIE 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, 30 TENNATE ALL C HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH _ ->I METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS 0 OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 STRATHAM HOLIES, INC OF THE SOUTHEAST QUARTER OF SECTION 10, TIN., ASW., S.B.M. As DIRECTED BY THE CITY TRAFFIC ENGINEER. FET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. ..:= fi R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 31 TI : SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE } f BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES At ALL CIRB At THE LOCATION OF THE SEWER LATERAL. ,..h � TIMES. 32 IF EXISTING UTIUTIES OR ANY OTHER FACIUTIES CONFLICT WITH THE 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR PFDPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER BENCHA+h4RK TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE AID ALL AFFECTED AGENCIES IMMEDIATELY. _......,k t CAUFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. DIAL TWO WORKING V MANNERS THE CRY ENGINM MAY 33 Nt CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING � 8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET STEL HAVE BEEN PLACED, INSPECTED AND APPROVED. IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REOF THE p 34 AL UNDERGROUND UTIUTIES SHALL BE INSTALLED, TESTED AND APPROVED -i OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN PFOR TO PAVING OF STREETS. FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR _ ...., GROUND MOVEMENT. 35 APROVED SOIL STERILANT IS REQUIRED UN Q DER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. BRING THEM INTO CONFORMANa WITH 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBUC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 36 AL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SMALL BE .\ --------< o RSED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM OF PAVING. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CALERT SERVICE AVAILABLE INFORMATION, HOWEVER, R SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND 37 UIDN COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL CONDRiONS AND STANDARD$ IN EffECT ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION SINNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO `r TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND TI: SATISFACTION OF THE CITY TRAFFIC ENGINEER. a SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 38 A' -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE EIGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY BWVA7M =1 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY EIGINEER. >` COMPANIES INCLUDING, BUT NOT LIMITED TO, CCAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS.- CIWOF ��A ��/ NOTIFICATION LIST' } ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR - - TO WORK AROUND THEIR FACILITIES. CITY G FONTANA AT&T 8353 ;IERRA AVE 22311 BROOKHURST ST SUITE 203 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER FONTANA, CA 92335 HUNTINGTON BEACH, CA 92646 MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR (909) 350-6632 (714) 963-7964 SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE k OPERATION AND WATER REQUIREMENTS. S0. CrUF. GAS COMPANY SPRINT 1981 t LUGONIA AVE 2592 DUPONT DR 13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE REDLAIDS, CA 92374 - IRVINE, CA 92612 (909) 335-7967 (81)0) 659-9698 ' } OTHERWISE NOTED. EMERCNCIES: (800) 427-2200 14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE TIME WARNER CABLE SO. CALIF. EDISON COMPANY 1500 AUTO CENTER DR ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE FORK TO THE - 300 N PEPPER AVE ONTARIO, CA 91761 PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RIALTO CA 92376909 975-3439 ( ) PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING 909 520-5598 - UNDERGROUND DURING CONSTRUCTION. 909 575-5100 -TRANSMISSION SUNESYS, LLC 1325 PICO St 1106 1213 { 15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, $37-1233 - PIPELINES 909 357-6505 - DISTRIBUTION CORONA, CA 92881 MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY (951) 278-0400 ENGINEER. UNDERROUND SERVICE ALERT , (800) 422-4133 FONTANA WATER COMPANY f l J ' 16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL., INCLUDING 15966 ARROW BOULEVARD V SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE FONTANA, CA 92335-� BY A REGISTERED CIVIL ENGINEER OR UCENSW LAND SURVEYOR. SURVEY (909) 822-2201 MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION _w_:......: SHALL BE REPLACED. THE CONTRACTOR SMALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABUSHED FOR LATER REPLACEMENT OF THE MONUMENT. f SOIL' ENGINEER DEtMEI.OM 17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND SOILS SOUTHWEST, INC. STRATHAM HOMES, INC. ` ' BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SMALL BE MAINTAINED 897 VA LATA, SURE N 2201 DUPONT DRIVE, SUITE 300 3 AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY COLT01, CA 92324 IRVINE, CA 92612 >' } VEHICLES. TEL (99) 370-0474 TEL (949) 833-1554 w, 18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF PRIV)TE ENGINEERS NOTICE TO CO�ITRACTOR: k #: DUST CONTROL., INCLUDING ADEQUATE WATERING, At ALL TIMES. 19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT THE EISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES OR DEBRIS t0 BE DEPOSITED ONTO PUBUC OR PRIVATE PROPERTY ADJACENT SHOWS ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SMALL BE CONFIRMED BY THE CONTRACTOR, w{ TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN SO TNT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE APPROVAL OF TH, PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED t0 TAKE DUE = : PRECAITIONARY MEASURES TO PROTECT ANY UTILITY UNES SHOWN AND ANY OTHER '- 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF UNES VOT ON RECORD OR NOT SHORN ON THESE PLANS. THE CITY INSPECTOR. CONSRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED '. 21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. CONST1UC11ON PRACTICES, HE WILL BE REQUIRED TO ASSUME ::::::::::::::::r FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF SOLE fND COMPLETE RESPONSIBIUTY FOR JOB SITE CONDITIONS DURING THE COURSE .::............I THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. OF COISTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPM. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND _._.. NOT Lf LIMITED TO NORMA. WORKING HOURS CONSTRUCTION CONTRACTOR FURTHER 22 CARE SHOULD BE TAKEN t0 PREVENT GRADES, DITCHES, AND SWALES AGREE TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, AND AL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE SWALES WORK DN THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE ENTERING OR LEAVING IMPROVEMENTS. OF THS DESIGN PROFESSIONAL 23 ALL EXPOSED CONCRETE SURFACES SHML CONFORM IN GRADE COLOR CITY OF FONTANA TRACT N0. 18825-1 SEWER IMPROVEMENT PLANS CONSTRUCTION STAKING NOTICE INDEX MSP s� 9�� P FUTUAE DUNCAN CANYON ROAD 11 CASA REROAD PROJECT cc LOCATION W M SUMMIT AVV" v m SAYgn Q Q Uat U dIC1M" JVIAP ITS CO_NM_IICTIO II�tiOTES USES I CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MSN 3407 LF 2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001 14 EA 3 CONSTRUCT C V.C.P. SEDER LATERAL do HOUSE CLEANOUT PER CHT' STD. DWG. NO 2005 2600 LF 4 CONSTRUCT BACKWATER CHECK VALVE 45 EA 5 I144STAL.L 8" PLUG 3 EA 6CONSTRUCT CONCRETE PROTECTION PER APWA NO. 225-1 0 Lf 3" MAX SIZE NATIVE SOIL, COMPACTED 959 6" MIN. 6" MIN. 1IC'r MAX. 10" MAX. 6" MAX SIZE NATIVE SOIL, COMPACTED 909.' - - --- -- 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 909 Lw a o 8" VCP/DIP =�+- Ir VCP Lm TKAN V D NTS 3" MAX SIZE NATIVE SOIL, COMPACTED 957o 6' MIN. r MUNI. 10' MAX. iG MAX. . 20 6" MAX SIZE DATIVE SOIL., COMPACTED 909 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 909 Z 1/2" CRUSHED STONE BEDDING, W PER STD. SPECS. c FOR PUBUC WMS CONSTRUCTION •l.•• . i ' •• :' - TABLE 200-1.2(A) , SHORN BELOW 8" VCP/[XP .n SID TVICAL B 8" VCP — — SEWER UNE � OR � p — 8" S— EXIST. SEWER UNE ' ERR 8" W WATER MAIN NTS STORM DRAIN UNE TABLE: ZOO -1.2(A) AND FINISH TO MATCH EXISTING CONCRETE. 'THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF = FUTURE STORM DINN UNE 50 ALLARD ENGINEERING COMPANY WILL BE PERFORMING THE CONSTRUCTION STAKING FOR UNAUTHORIZED CHANGES AND USES: 48 24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR THE COMPLETE PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND/OR SURVEYING FIRM 45 SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THE EIGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE SHOULD B E EMPLOYED TO USE THESE P LAN S FOR THE PURPOSE 0 F CONSTRUCTION - TITLE SHEET THAN 150 FEET FROM THE DOWNSTREAM -MANHOLE, SEE CITY OF FONTANA FOR, W AUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES t0 THE STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF ALLARD ENGINEERING INCORPORATED 2. STANDARD DETAIL FOR TERMINAL CLEANOUT. - PLANS MUST BE IN WRITING AND MUST BE APPROVED BY TIME PREPARER OF ME PLANS. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH 5113 3. MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF FIRE HYDRANT ALLARD ENGINEERING COMPANY HAD PERFORMED THE STAKING WORK. - OMNI WAY (STA 10+00.00 TO 15+65.00) 5. o A REV. 6. REVISION DESCFPTION DATE ENGR. CITY DATE BA5I5BEARIN F . O CS. — - - — RIGHT OF WAY SHOULD CONSTRUCTION OF REQUIRED "'I- MOYBWMNOT C PREPARED FOR: THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH LIE 0 TWO YEARS OF THE DATE OF APPROVAL STRATHAM HOLIES, INC OF THE SOUTHEAST QUARTER OF SECTION 10, TIN., ASW., S.B.M. As N SHOWN ON RECORD OF SURVEY, R.S. 35/9, BEING: N89'30'06"E � c SHOWN HEREON AND CARRI� STH IN 2201 DUPONT DRIVE, SUITE 300 BENCHA+h4RK DIAL TWO WORKING V MANNERS THE CRY ENGINM MAY IRVINE, CA 92612 � BEFORE DAYS BEFORE REQU1RE RFVIISIONS TO THE PLANS TO TEL (949) 833-1554 CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. YOU DIG YOU DIG BRING THEM INTO CONFORMANa WITH TOWER LEG. 343` N/0 HIGHLAND AVE., 0.2 Mi. W/0 SAN SEVAINE RD., o Toll FREE 1-800-227-2600 IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. WEST o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CALERT SERVICE CONDRiONS AND STANDARD$ IN EffECT ALONG HIGHLAND -AVE. FROM SIERRA AVE. a BWVA7M =1 s� 9�� P FUTUAE DUNCAN CANYON ROAD 11 CASA REROAD PROJECT cc LOCATION W M SUMMIT AVV" v m SAYgn Q Q Uat U dIC1M" JVIAP ITS CO_NM_IICTIO II�tiOTES USES I CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MSN 3407 LF 2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001 14 EA 3 CONSTRUCT C V.C.P. SEDER LATERAL do HOUSE CLEANOUT PER CHT' STD. DWG. NO 2005 2600 LF 4 CONSTRUCT BACKWATER CHECK VALVE 45 EA 5 I144STAL.L 8" PLUG 3 EA 6CONSTRUCT CONCRETE PROTECTION PER APWA NO. 225-1 0 Lf 3" MAX SIZE NATIVE SOIL, COMPACTED 959 6" MIN. 6" MIN. 1IC'r MAX. 10" MAX. 6" MAX SIZE NATIVE SOIL, COMPACTED 909.' - - --- -- 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 909 Lw a o 8" VCP/DIP =�+- Ir VCP Lm TKAN V D NTS 3" MAX SIZE NATIVE SOIL, COMPACTED 957o 6' MIN. r MUNI. 10' MAX. iG MAX. . 20 6" MAX SIZE DATIVE SOIL., COMPACTED 909 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 909 Z 1/2" CRUSHED STONE BEDDING, W PER STD. SPECS. c FOR PUBUC WMS CONSTRUCTION •l.•• . i ' •• :' - TABLE 200-1.2(A) , SHORN BELOW 8" VCP/[XP .n SID TVICAL B 8" VCP — — SEWER UNE � OR � p — 8" S— EXIST. SEWER UNE ' ERR 8" W WATER MAIN NTS STORM DRAIN UNE TABLE: ZOO -1.2(A) 49 _ = FUTURE STORM DINN UNE 50 SHEET INDEX 48 47 i 3 44 45 46 1. - TITLE SHEET – CENTERLINE s� 9�� P FUTUAE DUNCAN CANYON ROAD 11 CASA REROAD PROJECT cc LOCATION W M SUMMIT AVV" v m SAYgn Q Q Uat U dIC1M" JVIAP ITS CO_NM_IICTIO II�tiOTES USES I CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MSN 3407 LF 2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001 14 EA 3 CONSTRUCT C V.C.P. SEDER LATERAL do HOUSE CLEANOUT PER CHT' STD. DWG. NO 2005 2600 LF 4 CONSTRUCT BACKWATER CHECK VALVE 45 EA 5 I144STAL.L 8" PLUG 3 EA 6CONSTRUCT CONCRETE PROTECTION PER APWA NO. 225-1 0 Lf 3" MAX SIZE NATIVE SOIL, COMPACTED 959 6" MIN. 6" MIN. 1IC'r MAX. 10" MAX. 6" MAX SIZE NATIVE SOIL, COMPACTED 909.' - - --- -- 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 909 Lw a o 8" VCP/DIP =�+- Ir VCP Lm TKAN V D NTS 3" MAX SIZE NATIVE SOIL, COMPACTED 957o 6' MIN. r MUNI. 10' MAX. iG MAX. . 20 6" MAX SIZE DATIVE SOIL., COMPACTED 909 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 909 Z 1/2" CRUSHED STONE BEDDING, W PER STD. SPECS. c FOR PUBUC WMS CONSTRUCTION •l.•• . i ' •• :' - TABLE 200-1.2(A) , SHORN BELOW 8" VCP/[XP .n SID TVICAL B 8" VCP — — SEWER UNE � OR � p — 8" S— EXIST. SEWER UNE ' ERR 8" W WATER MAIN NTS STORM DRAIN UNE TABLE: ZOO -1.2(A) SIEVE SIZE PASSi SM _ = FUTURE STORM DINN UNE 1" SHEET INDEX `� EXIST. SEWER MANHOLE 90- 00 0 SEDER MANHOLE 1. - TITLE SHEET – CENTERLINE 2. - FLORENTINE AVENUE (STA. 10+00.00 TO 16+75.00) APPRO y TE: / CITY I=NCil LR R.C.E. 51152 5113 3. - DORAN LANE (STA. 10+00.00 TO 16+70.00) FIRE HYDRANT 4. - OMNI WAY (STA 10+00.00 TO 15+65.00) 5. - BELLA WAY (STA 10+00.00 TO 15+65.02) #— STREET LIGHT 6. - MESSM STREET (STA 10+00.00 TO 13+43.00) DIRECTION OF FLOW 7. - SORIANO WAY (STA 10+00.00 TO 15+25.00) — - - — RIGHT OF WAY SIEVE SIZE PASSi SM 1 !12 - 1" . .......�o ........................ ................................ ..... ................ _ ............... _ ...... ... ...... . . rx A 3/47 100 90- 00 3 8" 20-60 NO.4 0-15 NO.8 0-5 TE � C 131 B Filename: 1.\Stratham Homes— 129\Fontana 25ac\DWG's\FINAL DESIGN\sewer\Phase i\TR 18825-1 SEWER 01.dwg . .......�o ........................ ................................ ..... ................ _ ............... _ ...... ... ...... . . rx A Prepared Hy: ALLARD ENGINEERING Civil Engineering -Land Surveying -Land Planning 16866 Seville Avenue Fontana, California 92.335 909) 356-1815 Fax (909) 356-1795Exp. #3 ' 3 ' � � and J.Ward, A.C.E. 36052 Date (expires 6/30/2016) Q�pFESS/ON �a �o J. q �� << �, , �, o No. 36052 R,, 6/30/16 ��qTF C I v t �. ��\P OF CA1-\F CITE Of 1=0NTAN>� CA�I�OR NAA SEWER IMPROVEMENT PIANS DRAWN BY: HMG/DBI 7MCT 188al T14fS�Eff SCALE: AS NOTED DESIGNED DATE: March, 2015 CHECKED BY: J� APPRO y TE: / CITY I=NCil LR R.C.E. 51152 5113 � % Filename: 1.\Stratham Homes— 129\Fontana 25ac\DWG's\FINAL DESIGN\sewer\Phase i\TR 18825-1 SEWER 01.dwg