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Home My WebLink About2958-1F _ BENCH MARK _#8 17 CALTR ANS BASIS OF'BEARINGS: NGS. BRASS CAP IN CONCRETE S.C.E. THE BASIS OF BEARINGS FOR THIS MAP . IS THE SOUTH 'LIN OF TH TOWER LEG 343 N HI E E NORTHEAST 0 HIGHLAND ' QUARTER OF SECTION Q EC ON 26 TOWNSHIP 1 AVE., 0.21 MI. W 0 SAN - (NORTH, RANGE..., 6 WEST SAN BERNARDINO SEVAINE RD. 2.65 MI W .ALONG , MERIDIAN. SHOWN AS N 89.37 36"W ON HIGHLAND AVE. FROM SIERRA AVE. A MAP :FILED IN BOOK 88 PAGES 26 , THROUGH 42, INCLUSIVE, OF SURVEY ELEVATION- 1428.6090. -------_---- RECORDS OF SAN BERNARDINO COUNTY. A PUBL NTS CITY OF FONTANA k I. GENERAL NOTES1 ATTN. VIRGINIA BECKER z IIl — ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE I CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN ANAHEIM, CA 92807 TRENCH STABILITY SHALL CONFORM BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS (714) 666-5467 OTHERWISE NOTED. COMCAST (CABLE TV) m 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE ATTN: JACK HAYES RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL 1205 DUPONT AVENUE FONTANA, . PRIVATE ENGINEERS T E S NO ICE TO CONTRACTORS. IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. ONTARIO CA. '91761 _ _ 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 809 390-4736 EXT. 3055 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR ;STRUCTURES 4 ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT 'SHALL BE IN PLACE ONE WEEK PRIOR SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF. AVAILABLE RECORDS, TO TO IMPLEMENTING DETOURS. �. DUNCAN CYN. 5 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT GENERAL TELEPHONE' COMPANY qL�� DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL TT ATTN: STEVE HOCK M MEASURES TO PROTECT THE UTILITY LINES SHOWN. ON THESE DRAWINGS. THE BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC 14 00 E. PHILLIPS BLVD. CONTRACTOR T FURTHER ASSUMES .ALL LIABILITY ANDRES I I ITY PONS B L FOR THE RIGHT—OF—WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. . ONTARIO CA. 91766 909 UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE 6 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES ( 227-2600 Q DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON—METRIC EDITION THE CONTRACTOR OR AGREES THAT HE SHALL ASSUME SOLE AND COMPL'ETE RESPONSIBILITY TY UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 14 INSTALL — S ALL 36 RCP D LOAD .PER PROFILE. 403 LF FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL TRAFFIC CONTROL DEVICES AT ALL TIMES. CONSTRUCT MANHOLE STRUCTURE PER -APWA STD NO 321-1., 3` EA O T ui Z 8 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 CONTRACTORH S ALL DEFEND, INDEMNIFY AND HOLD THE .OWNER AND THE ENGINEER FEET OR GREATER iN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 20 INSTALL PIPE PROTECTLON .PER APWA .STD. NO._'225 1. 3 EA w 9 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED Ofa THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR .LIABILITY ARISING BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF FONTANA WATER 'COMPANY Of THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF ;CALIFORNIA: TRENCHES LESS THAN FIVE (5) FEET ATTN. AL KROHN W SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 8440 NUEVO AVENUE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT 10 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SUMMIT AVENUE SEPARATE PERMIT FOR THAT PURPOSE. (909) 822-2201 EXT. 323 . 11 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT � w v SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, 1N THE FIELD, THE TRUE LOCATION AND , PROJECT ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. w Z THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227=2600 TWO WORKING DAYS =:DATE BEFORE EXCAVATION. - 12 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT 1 �/lS>✓ DNS d CONSTRUCTION TSS 8,' UAIyTI _ >ADt� 1 _ Q TY, � _.vv a o MOTE ON SNT 1 AND_ IL5 AND N TS_oN 4, - LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC U WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES 10601 CHURCH STREET, STE: 107 U SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO '` WORK AROUND THEIR FACILITIES. SUMMIT HEIGHTS u SCALE: 1 —.40 13 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE w 07 SIE A AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE i WITH THE APPROPRIATE WATER COMPANY FOR LAKES PARKWAY VALVE OPERATION AND WATER REQUIREMENTS. PHONE 909 9481311 PH ) d TRACT 16137 14 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. DESIGNED BY: DATE: 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR ATS TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE' FOR THE 6/20'"' 2001 ..� PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. HIGHLAND 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS V)ED WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. APPROVED BY. _ a o 3 0 DR WIN N . A G 0. 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT Date 0 k14814 TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. R. EXP_ 3 3...05 BASIELINE 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 J:A647-1443\46ir \sd-shtl dwg, 10/22/01 11:32:53 AM,� AND EMERGENCY VEHICLES. 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL MUD SII 20 LT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE < RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 21 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. C OR. 22 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. 23 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. 24 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26 .PRIOR TO CONSTRUCTION THET CONTRACTOR SHALL EXPOSE EXISTINGFACILITIES, FAC L TIES AND VERT T FY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF' ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 27 IF EXISTING UTILITIES IES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. EL . NO CONCRETE SHALL BE PLACED UNTIL THE FORMS I 28 AND REINFORCING STEEL HAVE BEEN PLACED ' INSPECTED AND APPROVED. 29 ALL UNDERGROUND SH UTILITIES E AL BE INSTALLED TESTED AND D APPROVED PRIOR TO PAVING OF STREETS. 30 APPROVED SOIL ST I T I ER LAN S REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 1 ALL MANHOLES CLEANOUT 3 NOU FRAMES COVERS AND VALVEX BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING: 32 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES,, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33 AS—BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. F _ BENCH MARK _#8 17 CALTR ANS BASIS OF'BEARINGS: NGS. BRASS CAP IN CONCRETE S.C.E. THE BASIS OF BEARINGS FOR THIS MAP . IS THE SOUTH 'LIN OF TH TOWER LEG 343 N HI E E NORTHEAST 0 HIGHLAND ' QUARTER OF SECTION Q EC ON 26 TOWNSHIP 1 AVE., 0.21 MI. W 0 SAN - (NORTH, RANGE..., 6 WEST SAN BERNARDINO SEVAINE RD. 2.65 MI W .ALONG , MERIDIAN. SHOWN AS N 89.37 36"W ON HIGHLAND AVE. FROM SIERRA AVE. A MAP :FILED IN BOOK 88 PAGES 26 , THROUGH 42, INCLUSIVE, OF SURVEY ELEVATION- 1428.6090. -------_---- RECORDS OF SAN BERNARDINO COUNTY. A PUBL NTS 561= FAS ✓MINT Dl7ES CROSS 51OV, LAKES p>a.t�KWAY EAST. 6F' SI=VAIt�I=" A.7' SKEE RCE 621' CITY OF FONTANA UTILITY NOTIFICATION LIST "l CITY OF FONTANA k I. ATTN: CARLOS NAVARRO ATTN. VIRGINIA BECKER z IIl — 8353 SIERRA AVENUE 3939 E.CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 TRENCH STABILITY SHALL CONFORM (909) 350-6632 _ (714) 666-5467 SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) m ATTN. ALAN KESELOFF ATTN: JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, . PRIVATE ENGINEERS T E S NO ICE TO CONTRACTORS. FONTANA CA. '9 _ 2335 ONTARIO CA. '91761 _ _ . 909 335-7781 809 390-4736 EXT. 3055 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR ;STRUCTURES EMERGENCIES: (800) 427-2200 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF. AVAILABLE RECORDS, TO TRENCH DETAIL �. DUNCAN CYN. w z GENERAL TELEPHONE' COMPANY qL�� ATTN: JAIME AMESZCUA TT ATTN: STEVE HOCK M MEASURES TO PROTECT THE UTILITY LINES SHOWN. ON THESE DRAWINGS. THE RD. 14 00 E. PHILLIPS BLVD. CONTRACTOR T FURTHER ASSUMES .ALL LIABILITY ANDRES I I ITY PONS B L FOR THE 7951 REDWOOD - AV ENUE . ONTARIO CA. 91766 909 UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE FONTANA, CA.- 92335800 ( 227-2600 Q (909) 820-5598 UNDERGROUND THE CONTRACTOR OR AGREES THAT HE SHALL ASSUME SOLE AND COMPL'ETE RESPONSIBILITY TY h 14 INSTALL — S ALL 36 RCP D LOAD .PER PROFILE. 403 LF FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS 213 637-1233 PIPELINES PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL (909) 357-6589 DISTRIBUTION CONSTRUCT MANHOLE STRUCTURE PER -APWA STD NO 321-1., 3` EA O T ui Z 800 227-2600 CONTRACTORH S ALL DEFEND, INDEMNIFY AND HOLD THE .OWNER AND THE ENGINEER w Z 20 INSTALL PIPE PROTECTLON .PER APWA .STD. NO._'225 1. 3 EA w 21 - _ CONSTRUCT GUNIT E L ED SWALE VARIABL ARTH I N E E EN ,S,DE SLOPES 1756.... LF Ofa THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR .LIABILITY ARISING _w FONTANA WATER 'COMPANY Of ATTN: BILL VANDERKIEFT JR. ATTN. AL KROHN W (619) 868-6040 8440 NUEVO AVENUE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT Y SUMMIT AVENUE U5 (909) 822-2201 EXT. 323 . D af � w v , PROJECT REVISION DESCRIPTION RIP - w Z CI =:DATE LOCATION - d57- 1 �/lS>✓ DNS d CONSTRUCTION TSS 8,' UAIyTI _ >ADt� 1 _ Q TY, � _.vv a o MOTE ON SNT 1 AND_ IL5 AND N TS_oN 4, - U Q > 10601 CHURCH STREET, STE: 107 U _ SUMMIT HEIGHTS u SCALE: 1 —.40 0 w 07 SIE A z LAKES PARKWAY PHONE 909 9481311 PH ) d TRACT 16137 v DESIGNED BY: DATE: ATS 6/20'"' 2001 ..� HIGHLAND AVENUE V)ED CHECKED BY. _ APPROVED BY. _ a o 3 0 DR WIN N . A G 0. 1 Date 0 k14814 R. EXP_ 3 3...05 BASIELINE . . AVENUE CITY ENGINE ._ R.C. . ; E —5�#5Z 0 6 DATE, -FW ENGINEER 49 _ 561= FAS ✓MINT Dl7ES CROSS 51OV, LAKES p>a.t�KWAY EAST. 6F' SI=VAIt�I=" A.7' SKEE RCE 621' CITY OF FONTANA UTILITY NOTIFICATION LIST "l CITY OF FONTANA k I. 561= FAS ✓MINT Dl7ES CROSS 51OV, LAKES p>a.t�KWAY EAST. 6F' SI=VAIt�I=" A.7' SKEE RCE 621' CITY OF FONTANA UTILITY NOTIFICATION LIST "l CITY OF FONTANA PACIFIC BELL CO. ATTN: CARLOS NAVARRO ATTN. VIRGINIA BECKER z IIl — 8353 SIERRA AVENUE 3939 E.CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 TRENCH STABILITY SHALL CONFORM (909) 350-6632 _ (714) 666-5467 SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) m ATTN. ALAN KESELOFF ATTN: JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, . PRIVATE ENGINEERS T E S NO ICE TO CONTRACTORS. FONTANA CA. '9 _ 2335 ONTARIO CA. '91761 _ _ . 909 335-7781 809 390-4736 EXT. 3055 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR ;STRUCTURES EMERGENCIES: (800) 427-2200 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF. AVAILABLE RECORDS, TO TRENCH DETAIL THE -BEST K , OF OUR KNOWLEDGE, THERE ARE N0 EXISTING UTILITIES X E S NG U L ES E CEPT THOSE SO. CALIFORNIA EDISON Y COMPANY GENERAL TELEPHONE' COMPANY SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE .PRECAUTIONARY ATTN: JAIME AMESZCUA TT ATTN: STEVE HOCK M MEASURES TO PROTECT THE UTILITY LINES SHOWN. ON THESE DRAWINGS. THE 909) 357-6581 ( ) 14 00 E. PHILLIPS BLVD. CONTRACTOR T FURTHER ASSUMES .ALL LIABILITY ANDRES I I ITY PONS B L FOR THE 7951 REDWOOD - AV ENUE . ONTARIO CA. 91766 909 UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE FONTANA, CA.- 92335800 ( 227-2600 DRAWINGS. (909) 820-5598 UNDERGROUND THE CONTRACTOR OR AGREES THAT HE SHALL ASSUME SOLE AND COMPL'ETE RESPONSIBILITY TY (909) 820-5137 TRANSM 15SIONS 14 INSTALL — S ALL 36 RCP D LOAD .PER PROFILE. 403 LF FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS 213 637-1233 PIPELINES PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL (909) 357-6589 DISTRIBUTION CONSTRUCT MANHOLE STRUCTURE PER -APWA STD NO 321-1., 3` EA O T APPLY CONTINUOUSLYT AND NO BE LIMITED TO NORMAL WORKING HOURS AND THAT THE 800 227-2600 CONTRACTORH S ALL DEFEND, INDEMNIFY AND HOLD THE .OWNER AND THE ENGINEER o 20 INSTALL PIPE PROTECTLON .PER APWA .STD. NO._'225 1. 3 EA HARMLESS FROM. ANY AND ND ALL LIABILITY, .REAL OR ALLEGED IN CONNECTION WITH 21 - _ CONSTRUCT GUNIT E L ED SWALE VARIABL ARTH I N E E EN ,S,DE SLOPES 1756.... LF THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR .LIABILITY ARISING CRAWFORD CANYON MUTUAL WATER CO. FONTANA WATER 'COMPANY FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ATTN: BILL VANDERKIEFT JR. ATTN. AL KROHN (619) 868-6040 8440 NUEVO AVENUE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT FONTANA, CA 92335 ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF, WORK. UNDERGROUND SERVICE ALERT— (909) 822-2201 EXT. 323 . (800) 227-2600 FAX. (909) 823-5046 , REV. REVISION DESCRIPTION RIP - DATE ENGR. CI =:DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT - 1 �/lS>✓ DNS d CONSTRUCTION TSS 8,' UAIyTI _ >ADt� 1 _ Q TY, � _.vv a o MOTE ON SNT 1 AND_ IL5 AND N TS_oN 4, - nil 10601 CHURCH STREET, STE: 107 0 COMMENCE WITHIN TWO YEARS OF THE /-\I It APPROVAL LTo T // N o D 5 � , 2 /�D RSC RD W P � d �' D �I M SiK�t/ _ 9 a il_ �wwwwvC9 SHOWN HEREON AND CARRIED ED FORTH IN A DILIGENT MANNER 14 � No. 14814 IRKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp: 3-31-05 BEFgRE' G '_ BRING THEM INTO CONFORMANCE WITH CONDITIONS AND � C v, 1 L �1=800-227-2600 OF( ?VICE BY UNDERGROUNDR SE VICE ALERT s STANDARDS IN EFFECT. r, 6" MIN. III 6 ....MIN.... ' — 8 MAX. — 1. N — —11 z IIl — N III NOTE: "COMPACTION SHALL BE 90% IN ALL w ZONES UNLESS, OTHERWISE ;SPECIFIED.` TRENCH STABILITY SHALL CONFORM TO CAL, OSHA REQUIREMENTS =1 I I r7, �W III= O m STORM DRAIN III—III— 7Z'GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIRE qty 10' OR GREATER IN DEPTH USE lA,q 1/2 CRUSHED STONE BEDDING. TRENCH DETAIL ?133 rn rr� TO NOT SCALE ; CONSTRUCTION NOTES A TITI QU N ES 10 INSTALL 18" RCP— "D" LOAD PER PROFILE. 50 LF 11 INSTALL 21 RCP= "D ", -l' LOAD PER PROFILE: 52 LF 12 INSTALL 24" RCP LL— "D" LOAD PER PROFILE. 311 LF 1 3 I STA .. N LL 30 RCP D LOAD PER PROFILE. 832 LF_ 14 INSTALL — S ALL 36 RCP D LOAD .PER PROFILE. 403 LF 'Z, 15 CONSTRUCT — JUNCTION STRUCTURE C URE PER APWA STD NO 331 2. 5 EA T __ I �6 INSTALL ALL 36 CMP RISER DESILTING BASIN P T 1 , O PER OCEMA STD NO 327. l EA , CONSTRUCT MANHOLE STRUCTURE PER -APWA STD NO 321-1., 3` EA O T 18 CONSTRUCT HEADWALL .PER S.B.CO.' ROAD DEPT STD. >N0. 209. 1 EA - 0 A 19 CONSTRUCT BRICK `& 'MORTAR PLUG . 2 EA o 20 INSTALL PIPE PROTECTLON .PER APWA .STD. NO._'225 1. 3 EA 21 - _ CONSTRUCT GUNIT E L ED SWALE VARIABL ARTH I N E E EN ,S,DE SLOPES 1756.... LF PER SECTION ON SHEET' 4. r 2 - e v ., 1 2 U SS h T CL E 0 G ,� L 2: T � A S E SS WA R E I S L C l S . N DE S 1:T . N . ._ R T I �I V CC jo f U Ey , • Prepared Under The Su ervislon Of . Si, CITY F F _NTANA LIF O O CA ORNA, _ � , PREPARED IN THE OFFICE F O C O - STORM 'DRAIN IMPROVE HENT PLANS- MADOLE AND ASSOCIATES, INC.SSOC S 10601 CHURCH STREET, STE: 107 DR AWN BY: ATS SUMMIT HEIGHTS u SCALE: 1 —.40 ,RANCHO CU AM N A A 17 C 0 G C 9 30 , . .. - r� _ .. PHONE 909 9481311 PH ) d TRACT 16137 DESIGNED BY: DATE: ATS 6/20'"' 2001 ..� CHECKED BY. _ APPROVED BY. _ a o 3 0 DR WIN N . A G 0. 1 Date 0 k14814 R. EXP_ 3 3...05 . . CITY ENGINE ._ R.C. . ; E —5�#5Z 0 6 DATE, -FW ENGINEER 49 _ J:A647-1443\46ir \sd-shtl dwg, 10/22/01 11:32:53 AM,�