HomeMy WebLinkAbout3690-1 GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT C 1 T Y OF' FONTANA ,s '
PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK'). ALL REFERENCE ��' �7/i
SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. G��' ��570
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY STREET IMPROVEMENT PLANS /- �,\� F
REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK'; THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID \,CONFLICT TO THE CITY ENIGNEER FOR RESOLUTION. YN. RD. zSUMMIT 11UNCAN
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3. A APPROVAL OF THE CITY ENGINEER. o
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4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ii ,`/ z LU
ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO L YTLE CREEK RD. KNOX AVE. PARKS/DE WAY CI TRUS AVE. ' P w w
WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 5 >
350-7610. ` LTJ T P.A. 5 P.A. 6A P�RK/REC. AREA 1( TR. N0. 16877 C TR. N0. 16869 TR. N0. 17041 PA 12 j tc,-._____
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J js i_ _ \ w I5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE - -�---- - ----_- = - - - - -- : - _:_:-: K--_ _---- ------------�--- -- - SUMMIT AVENUE
STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE -- --
CITY TRAFFIC ENGINEER. --_s__ _. -, v,.._ _____,- tri ---- v-
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6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL FONTANA UNIFIED SCHOOL DISTRICT TR. N0. 16427-5 TR. N0. 16427-5 oCC
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DEVICES AT ALL TIMES. SUMMIT AVENUE 1-
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7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER INDEX MAP w 0
IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. w
SCALE: 1 =250
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, N'LY S'LY 14' 0
HIGHLAND AVENUE
SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL FUTURE R/W R/W MEDIAN FG=TC-4" J
SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL LETTERED LOT 114' OR 92' OR VAR. -1 1-
EXISTS FOR GROUND MOVEMENT (LL) , CLPLACE SELECT SOIL MATERIAL(A) 64' OR 46 OR VAR. VAR. 46' TO 50
PER APPROVED SEPARATE
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR 10' (C) (B)54' OR 36' OR VAR. VAR. 38' TO 34' 12' ; d-= a LANDSCAPE PLANS (TYP.) VICINITY MAP
THAT PURPOSE. L 10 NTS
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OR 2 -34.5 _ 8' 6' 2' MIN. I - --
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE ' 12' (D) (E)J I I '-f- - -- - -
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING 0.5' 6' 3.50' MIN. MEDIAN PER PLAN
UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT f _ 5 Min.
UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 2% 0.67' OR COLD PLANE 0. 10' MIN. COLD PLANE SAWCUT AND REMOVE
W 8" CURB 8 � 8" CURB ONLY EXIST PAVEMENT AND EX. PAVEMENT
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11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, � SAWCUT
PER STD. 1003 OVERLAY 0. 10 MIN. f
TELEPHONE, ELECTPIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, LEVEL LINE TYPICAL MEDIAN DETAIL ���/� �
SEWER, STORM DRAIN, FLOOD CONTROL AND CAL TRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS _ 1� NOT TO SCALE
NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 2: 1 MAX �� =�.u.=n } 2q OR 1.T5% ____-_._----:-_---____ 1 1-',z' --- \_
2%
---- -- -a.' EXISTING PAVEMENT
NEW PAVEMENT
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY - 'ii:". REMOVE EXIST - i :�
AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER O CONC. 7�:n"i��� PAVEMENT r� VEX. CONC. SIDEWALK TYPICAL SAWCUT DETAIL
REQUIREMENTS. SIDEWALK �i=n=11 PAVEMENT
EM 5' PER DWG. NO.
( ) 3349 & 3507 STREET DIMENSIONS 13
O PROP. 8" C & G (A) (B) (C) (D) (E) (LL)
13. CURVE DATA REFERS TO THE FACE OF CURB. 99+21.93
O6.5" AC OVER EX. 8" C & G
12" COMPACTEDl PER DWG. NO. 46' 36' 10' 8' LT.4' --
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. NA TI SUMMIT AVENUE TYP/CAL VE SOIL ) 3349 & 3507 97+34.07
NOT TO SCALE 46' 36' 10' 8' VAR. -- CONSTRUCTION NOTES QUANTITIES
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT 96+14.07
THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND 46' 36' 10' 8' 6' -- O CONSTRUCT 6.5" AC ON 12" OF 95% COMPACTED NATIVE SOIL
CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 93+43.33 48' 36' 12' 8' 6' 10' PER SOILS REPORT RECOMMENDATION. 137, 950S.F.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR 83+37.20
A) THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON 48' 36' 12' VAR. 6' 10' 2O CONSTRUCT 8" CURB & GUTTER PER CITY STD. DETAIL 1003. 3,543 L.F.
NOTIFICATION TO THE CITY ENGINEER. THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS: TO THE BEST OF OUR 82+1720
KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE48' 36' 12' RT 2' 6' 10' 0 CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD. NO. 1015
17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY 80+79.20 (WIDTH PER PLAN) 24,410 S.F.
MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND PARKSIDE WAY
BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON 79+70.77 4O CONSTRUCT ACCESS RAMP PER CITY STD. DETAIL 1006. 6 EA.
ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE THESE DRAWINGS.
48' 36' 12' 8' LT 4' 10' O SAWCUT AND REMOVE EXISTING AC PAVEMENT 62,955 S.F.
MONUMENT B) THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR 78+32.58 THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING 48' 36' 12' 8' VAR. 10' O INSTALL STREET LIGHT 22,000 LUMEN. _ 14 EA.
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE 77+11.97
LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, 48' 36' 12' 8' 6' 10' 0 ADJUST MANHOLE TO FINAL GRADE PER CITY STD. NO. 109 21 EA.
AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR 76+86.10
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR 48' 36' 12' VAR. 6' 10'
AT ALL TIMES. LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 75+66.10 0 CONSTRUCT 8" CURB ONLY PER CITY STD. NO. 1003 7,313 L.F.
48' 36' 12' RT. 2' 6' 10'
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. C) CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL 74+28.100 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1,
DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE KNOX AVE. CASE "E" PER DETAIL ON SHT 6 2 EA.
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES 73+19.51
PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. 46' 36' 10' 8' LT 4' -- 10 CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD. 300-2
70+81.34 PER DETAIL ON SHEET 5;
} � W = PER PLAN; V = PER PLAN 2 EA.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. D) THE CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. h ECO, RD DRAWN: V_: 46' 36' 10' 8' VAR. --
_ 70+61.34 11 CONSTRUCT BUS TURNOUT PER CITY STD. NO. 1014 1 EA.
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL E) CONTRACTOR SHALL BE RESPONSIBLE TO ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER THESE RECORD DRAWINGS HAVE BEEN PREPARED IN 46' 36' 10' 8' 6'
VALVE BOXES, UTILITY BOXES AND LIDS, ETC. PART,ON THE BASIS OF INFORMATION COMPILED AND 66+7767 12 INSTALL SLEEVING, 1-6" & 2-4'; PER CITY STD. NO. 518
REQUIRE RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. FURNISHED BY OTHERS.THE ENGINEER WILL NOT BE VAR. VAR. 10' 8' 5' -- (CHISEL '7" ON ALL CURBS) 380 L.F.
F) WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONI ' 65+43.37
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON REFERENCED AND RESET PURSUANT TO BUSNESS AND PROFESSIONS CODE, SECTIONS 8700 TO HAVE BEEN INCORPORATED INTO THE •• , ,i:i•'i,- •;� 13 COLD PLANE EXISTING A.C. PAVEMENT & 1 1 2" MIN AC OVERLAY. 18,400 S.F.
INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING 8805. A RESULT THEREOF. •• VAR. VAR. 10' 8' VAR. -- /
65+2744 PER DETAIL HEREON
IMPROVEMENTS. u;k,,,..,417 I ' � @ Cc\' 4f y VAR. VAR. 10' VAR. VAR. --
G) ANY DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS, THE CONTRACTOR SHALL, AT e.? a
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION HIS/HER EXPENSE, REPAIR OR REPLACE DAMAGED FACILITIES IN A PROMPT MANNER. THE �-=� ��3�l A�. W 62+85.84 -- 14 CONSTRUCT BARRICADE PER CITY STD. NO. 118 3 EA.
CONTRACTOR SHALL NOTIFY THE CITY ENGINEER OF ANY DAMAGE CAUSED BY THE CONTRACTOR. ;:i!. .,!206:3:06.,:i7-_„/oVAR. VAR. 10' RT 8' 12'
AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. ,,,*,7_, 62+5p.po 15 CONSTRUCT MEDIAN TAPER PER APWA STD. PLAN 140-2;
64' 54' 10' RT 8' 12' -- L = 120, W = 12' PER DETAIL SHT. 6 7 EA.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 61+29.08
CITY OF FONTANA UTILITY NOTIFICATION LIST ,, O
27 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 16 CONSTRUCT MODIFIED 10 WIDE CROSS GUTTER PER CITY STD. NO. 104. 2,56�J S.F.
CITY OF FONTANA PACIFIC BELL CO. UNDERGROUND UTILITIES & STRUCTURES NOTE. 17 INSTALL 3 1/2" (91 MM) RIGID METAL CONDUIT 110 L.F.
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND ATTN: ANTHONY SALAM ATTN: NORMA GUILLOT LOCATIONS OF LINES AND LATERALS AND STREET
APPROVED. 8353 SIERRA AVENUE 1265 N. VAN BUREN STREET THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
FON TANA, CA 92335 SUITE 180 STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH CONNECTIONS HAVE NOT BEEN APPROVED. LOCAL
(909) 350-6632 ANAHEIM, CA 92807 OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, STORM DRAIN LINE AND LATERAL CONNECTIONS MAY
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. (714) 666-5401 THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE CHANGE UPON CITY/FIRE DEPT REVIEW OF THE
PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY TENTATIVES MAPS ONCE THEY ARE FORMALLY SUBMITTED
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE LEGEND
A TTN: GREG GASPAR ATTN: JACK HAYES 1205 FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR FOR CITY REVIEW.
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER 16231 VALLEY BLVD. DUPONT AVENUE ONTARIO, CA. 91761 STRUCTURES. A.C. ASPHAL TIC CONCRETE P.C.C. PORTLAND CEMENT CONCRETE
FON TANA, CA. 92335 (909) 390-4738 B.C. BEGIN CURVE
AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. (909) 428-8411 "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE B.V.C. BEG. VERTICAL CURVE (R) RIDGE LINE
EMERGENCIES: (800) 427-2200 RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR INDEX OF SHEETS B.W. BACK SIDEWALK R/W RIGHT OF WAY
32, ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE VERIZON USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN C.B. CATCH BASIN TAN. TANGENT
RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." SHEET 1 TITLE SHEET C.L. CENTERLINE TC. TOP OF CURB
7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. SHEET 2 SUMMIT AVE FROM STA. 60+61.12 TO 69+00.00 E.C. END CURVE W WIDTH
Q
OF ROUGH GRADING.
FON TANA, CA. 92335 POMONA, CA. 91766 IMPRO VEMEN T PLAN REFERENCES E.P. EDGE PA VEMEN T V VERTICAL DEPTH J
(909) 820-5598 - UNDERGROUND SHEET 3 SUMMIT AVE FROM STA. 69+00.00 TO 78+00.00 E.G. GRADE
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING (909) 875-5100 - TRANSMISSIONS (909) 469-6327 E. V.C. ENDS VERTICAL CURVE (590.77) INDICATES EXISTING ELEVA TION
CONTRACTOR UPON COMPLETION OF PAVING. (213) 637-1233 - PIPELINES FONTANA WATER COMPANY EXISTING STREET IMPROVEMENT PLANS PER DWG. NO. 3389, 3349 SHEET 4 SUMMIT AVE FROM STA. 78+00.00 TO 90+00.00
AND 3507 FL. FLOW LINE 590.77 INDICATES PROPOSED ELEVATION
(909) 357-6233 - DISTRIBUTION ATTN: MICHAEL J. McGRAW SHEET 5 SUMMIT AVE FROM STA. 90+00.00 TO 100+00.00 F.S. FINISH SURFACE y �� = INDICA TES SLOPE 2: 1 W
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER 8440 NUEVO AVENUE EXISTING SEWER IMPROVEMENT PLANS PER DWG. NO. 3390 SHEET 6 DETAIL SHEET G.B. GRADE BREAK
TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. FONTANA, CA 92335 (909) PROPOSED SEWER IMPROVEMENT PLANS PER DWG. NO. 3212 H.P. HIGH POINT _ AC PAVEMENT LI
CRAWFORD CANYON MUTUAL WATER CO.
822-2201 FAX: (909) /r"JV.
A TTN: BASIL J. FABRIZIO r BENCH MARK: 8-17 BASIS OF BEARINGS: INVERT V 1- ,/ REMOVAL
823-5046 EXISTING STORM DRA,.N IMPROVEMENT PLANS PER DWG. NO. 3213 O.C. ON CENTER 0
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE (909) 463-9580 PROPOSED STORM DRAIN IMPROVEMENT PLANS PER DWG. NO. 3213 CAL TRANS BENCHMARK ,f8-17. A GRIND
CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. WEST SAN BERNARD/NO WATER CO. ( DELTA 1) BRASS CAP IN THE CONCRETE BASE OF THE BRG. N08959'31 E
THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE
UNDERGROUND SERVICE ALERT ATTN: LON TSAI //L EDGE OF PAVEMENT
800 422-4133 855 W. BASELINE ROAD 343' NORTH OF HIGHLAND, a2 MI WEST AS SHOWN ON TR. Na
36. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE (800) PROPOSED TRAFFIC SIGNAL AND INTERCONNECT IMPROVEMENT PLANS OF SAN SEVAINE RD., 2.65 MI WEST 16427-1, M.B. 296/7-11.
RIALTO, CA 92377 OF SIERRA AVE. I`
RECORD DRAWINGS TO THE CITY ENGINEER. PER DWG, NO. 3394 ELEVATION: / 1428.609 LI
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REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS Prepared Under The Supervision of : Cl T Y OF FONTANA, CALIFORNIA Lu
QROFESSION PREPARED IN THE OFFICE OF (r)
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF 4_a',� L. Iw� � MADOLE AND A SSOCIA TES, INC. S TREE T IMPRO VEMEN T PLAN
Awvwwwwwvvvywon r APPROVAL SHOWN HEREON AND CARRIED FORTH IN A �� `r�?�, DRAWN �M SUMMIT AVENUE SCALE: Li
LLJ No. 36637 c 760-A SOUTH ROCHESTER AVENUE
AS SHOWN
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TWO WORKING D/L/GENT MANNER, THE C/TY ENG/NEER MAY REQU/RE * Exp: 06-30-06 * PHONE (9091 937-9151 DESIGNED BY. TITLE SHEET DATE.BEFOREDAYS BEFORE APO KECOX0 ,44W/ND srAi1P,YOU DIG 7 '�'`'1dYe 1 I % ,. ,�- M6/�� LY LE CREEK R� TO CITRUS AVE. JULY 2004
YOU DIG L� s/p.W.4[k t=ic. LY-1-2. CHEEK,¢D.To i 7* NL.1 -its tw REV/S/ONS TO THE PLANS TO BR/NG THEM INTO -Ti,, c 1 v �- o��` �, Date CHECKED BY L AP D r.
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONFORMANCE W/TH COND/T/ONS AND STANDARDS /N EFFECT. � � 3690/,� ADl�ED R/GNT TURN LANA 05 Wit I / - WENDELL L. IWATSURU a/ TY ENGINEER R.C.E. 51152 DATE U)