HomeMy WebLinkAbout1476-D .BENCH MARK ELEV, 1041.985
CHIZELED
SQUARE IN SOUTH END OF HEADWALL , SOUTHWEST CORNER
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'. GENERAL NOTES_
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� f , t , • , , � I � : ; { a i ' 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS ,
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-THE CITY OF RANCHO CUCAMONGA SPECIFICATIONS FOR
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- CURRENT EDITION . CONTRACTOR} - i 1 ,
SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR
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i ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS .
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i � i I i I f i { ; z 2 . ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR
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POWER POLES , WATER METERS , VALVES , FIRE HYDRANTS , ETC.
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-OF-WAY SHOWN OR NOT SHOWN ON THEASE PLANS WITHIN THE RIGHT
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B ED, RELOCATED OR PROTECTED IN PLACE AS
DONE SHALL E REMOVED,
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RCUCAMONGA.
E IRED AT NO COST TO THE CITY F RANCHO
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ist � � ���� � f � • ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL
FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY
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f 1 t� RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING
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DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS , WHETHER OR NOT
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A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA
? t ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR
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CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR
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RIGHT-OF-WAY .
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' ± i I � ' { f ►-� iyr S . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL,
COMPACTING I NG OR I G I
OMPA NAL GROUND AND ALL SUB-GRADES SHALL BE
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PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A
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i Qr WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED
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BASE HMATERIALS GAND/OR FOSURFACING.
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�te AT COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITT�1 1 2TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS
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i i C4COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF
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7 . PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL
( ,� - - - --- - — - BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR
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R -VALUE SIEVE ANALY� AND D
DETERMINATIONS COMPLETEn TO VERIFY S SAN
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EQUIVALENT OF AGGREGATE BASE
8 . PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND
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PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS .
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, 9 . ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR
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21 4 THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE
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- HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE
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SUBMITTING ABID ANY ITEM OF WORK REQUIRED BY THESE PLANS
WHICH NOT SPECIFICALLYLISTED N H 1� �OFLE SCALE
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HORIZONTAL : 4 _
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- - SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK .
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VERTICAL
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ATE RA A CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER
FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND
0 2 4 6; l0 7 OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST
THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
Z=AZ TO THE CITY ENGINEER FOR APPROVAL.
DEPRf3A'ON 4
11 . WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT CLEAN
�D HAZARD FREE ORDERLY STATE THROUGHOUT T CONSTRUCTION. SITE
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SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR.
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53, �Xv; 12. CONTACT UNDERGROUND ALERT I -800-422-4133 AND THE FOLLOWING
29 25 O UTILITY COMPANIES AS REQUIRED, 2_wORKIN9DAYS PRIOR TO
4 ll1 EXCAVATION .
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A. CUCAMONGA COUNTY WATER DISTRICT
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q Z RANCHO CUCAMONGA, CA 91730 (714) 987-2591
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METROPOLITAN WATER DISTRICT (714) 593-7474
U I N op h P.O. BOX 54153
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3 $ a 8
LOS ANGELES CA 90054
PAR. 8 ")w PAR. 7 131 13 . ALL LATERALS OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING •
14 PERMANENT A.C. TRENCH PATCH SHALL BE 0.331 THICK MINIMUM
N•44•45 37"W 4' I IV-77"47'42"w. 0411' ( 0.10'.C2 -AR - 4000 OVER 0.231 B -AR-4000 ) OR 1 " MORE THAN
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EXISTING A.C. THICKNESS OVER 411 OF AGGREGATE BASE.
/cowj CONSTRUCTION
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N TRUCTION NOTES / QUANTITIES
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CONSTRUCT MANHOLE No.4 PER CITY OF RANCHO CUCAMOVGA STD. 1 EA.
7 DWG. 321 . L = 11.401
4"6
— 1 S t - / ¢b• 4�• 20 CONSTRUCT BRICK AND MORTAR BULKHEAD AT END OF PIPE. 16 S.F.
CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. I EA.
\ w DWG. 300• W=28 V = 61
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CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA I EA.
STD. DWG. 307, CASE "A". H = 4"
PAR. 9 0� � PAR. 10
–_ 5O SAWCUT AND REMOVE EXISTING A.C. PAVEMENT/ EXCAVATE . BACKFILL — 335 L.F.
�i P. M. 4749 P. M. B. 47 / Z8 - Z9 l AND RESURFACE PER CITY OF RANCHO CUCAMONGA STD. DWG. 120
AND GENERAL NOTES.
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INSTALL 6611 R.C.P. 279 L.F.
�+ O INSTALL 5411 R.C.P 4 L.F•
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INSTALL 27 R.C.P. 77 L.F.
% SANTA ANITA AVENUE SAW 91"Z ;V NO
SAN BERNARDINO AVENUE PLAN SCALE : I'- 40' CITY OF RANCHO CUCAMONGA
oQE_SSrp,�/10 PLAN AND PROFILE
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No 36361 STORMDRAIN LINE "A"
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Exp 8.3098 *
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SANTA ANITA AVENUE
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FROM SAN BERNARDINO AVENUE NORTH TO STA. 3f 59.05
VICINITY MAP .
Uf1C t' r0u1'1d Service Aleft CITY
S. APPROVED BY DATE � ` l
CITY ENGINEER •" R.C.E. 24953
DESIGN RECOMMENDED
Cell: TOLL FREE S.D. En+�eerinq a Assoc.
723 N. "D" Street , Ste. 1 da
-800 DRAWN Son Bern ordIno,Co. 92401 SHEET
422-4133 Ph.(714) 8B4.7090 �_OF
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TWO WORKING DAYS BEFORE YOU DIG - DESCRIPTION OF REVISION GATE CITY CHECKED AOdat:� R.C.E. 36361 DRAWING NO.
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A�n 9
GATE FILE N0.
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RIVERSIDE EIL JEPP:^11 - PAVERS DE CALF
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