HomeMy WebLinkAbout2488CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT—OF—WAY.
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5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR' ENGINEER. PAVING STAKES
-QUANTITIES
SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- 'm p lip CONSTRUCTIONESTIMATED
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GRADE ELEVATION AND AI NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES
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MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 10
......................... .
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UTILITY' LATERALS, MAINS, OR
0 NO.:: STREET IMPROVEMENTS UNIT QUANTITY
6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER
CROSSINGS SHA
LL. BE CONSTRUCTED PRIOR TO PAVING.
GOLDMIlm CON' 14� OVER AB. 60' WIDE), PER SOILS ENGINEER R-VALUE WITH
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I I STRUCT,
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SF 23
4,66
ITY C
T COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, C MPACTING f-
CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. 1,365
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ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF ------- H2 LF
RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE
3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. 9,116
SF
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE
4 CONSTRUCT ACCESS RAMP PER DETAIL ON SHEET 4 EA 4
MATERIALS AND/OR SURFACING. 117 15
14 13 12
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101 TYPE R-1
5
EA 20
8. AT THE COMPLETION OF PAMNG,,,A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY (W=16'; Xz-3' OR AS SHOWN ON PLAN)
ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL
LL HYDRANT MARKERS PER CITY STD. PL, 134, EA 3
INSTA
CONTENT AND GRADATION OF ASPHALT PAVING.
7 INSTALL STREET NAME SIGN PER CITY STD, PL. 401 -A & �O1®. -B. EA 1
--- -------- ... . ............ .
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE;ti8 INSTALL STOP SIGN PER CITY STD. PL. 401 -B (Rl), EA 1
- - - -------
CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMlPLE7rED TO VERIFY: R-VALUE,9.
9 CONSTRUCT A2-8 CURB & GUTTER PER CITY STD. PL 1:04
EA 679
. . . . . ... ....
SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. .... . ........
10 CONSTRUCT LONGTITUDINAL GUTTER PER CITY STD. PL 106-A
SF 642
-7 V
10, PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN 11 ADJUST SEWER MANHOLE TO GRADE.
EA 6
TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING.
12 ADJUST WATER VALVES TO GRADE. EA 3
TRAC_�' �0. 0-100
13 JOIN TO EXISTING PAVEMENT PER DETAIL ON SHEET 3 LF 705
11, WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY
AMLY
�INDEX F-MgTW StAGLE �F DETA0tD RESDIE-1417LAL
MATERIAL, THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE INSTALL TRUNCATED DOME PER CITY STD. 102/SP (YELLOW COLON'
EA 4
ABOVE THE SUB GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE
SAWCUT AND REMOVE 'EXISTING PAVEMENT AND AC BERM PER JOIN: TO tkISTING PAVEMENT DETAIL
SCALE 1 80' 15
GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. SF 7,369
ON SHEET 2
16 INSTALL THERMOPLASTIC "STOr AND STOP BAR, EA 1
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB -GRADE, A SOILS STERILANIT REGISTERED
BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE EXISTING PROPOSED COMBINATION WALL 17 INSTALL STREET TREES' PER NOTES AND LEGEND ON SHEET 2 EA 13
—
MANUEASTERLY 6' HIGH WALL WITH
FACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR' TO! PAVING, WE8t�LY
R/W 2.2' MAX. RETAINING ! 7
R/W 60' STORM DRAIN IMPROV M!ENTS
13, ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF
THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF 30, 30, ZD LOT 20 PROPOSED
EASTERLY 31 1 CONSTRUCT 2e RCP STORM DRAIN CD" LOAD PER PROFILE). LF 201
CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY PROPOSED I-MPROVIEMENTS
THESE WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE 12' 18, 121 2" j rPAD R/W 32 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. NO. 300, EA 2
J_ STENCIL CATCH BASIN PER DETAIL ON SHEET
CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 15'±
0.511 4' 7,5' 7'± 75 4' 2:1 MAX E-11 33 CONSTRUCT MANHOLE NO, I PER CITY OF RANCHO CUCAMONGA STD. NO, 31& EA 1
SLOPE .
E 6' HIGH
EA
SHALL BE PROPOSED D 34 CONNECT 2,f RCP STORM DRAIN TO EXISTING CATCH BASIN
SIDEWALK 1
14, STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHA AC PAVING AND AC DIKE SIDEWALX BLOCK WALL LOT 1 —
CONSTRUCTED AT EACH INTERSECTION. 2% 35 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. NO. 307, EA 1
EXISTING SAWCUT/REMOVE EXISTING-
2.0% 2.0% CASE Ef , SEE ON SHEET 6
% MAX.
20
_7
15� CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FORd. 10% MIN. (�-PAD 1 SF 36
36 SAWCUT REMOVE AND REPLACE EXISTING PAVEMENT PER CITY STD, 120
EXIST. CURB-/'�-'j
TION,. UPON THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUC ROPOSED
E AND GUTTER 37 SAWCUT REMOVE AND REPLACE EXISTING SIDEWALK AND CURB AND GUTTER PER CITY STD. PL. 104
REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY - COMBINATION �`WALL K WAY CURB & GUTTER IDLENTICAL MATCH EXISTING CURB H LF 28
ENGINEER FOR APPROVAL. 6' HIGH WALL,,WJTH PROPOSED (
3' MAX. RETAINNG NORTHERLY FVBLIC 877?k7T POINT SOUTHERLY 38 SAWCUT REMOVE AND RE CONSTRUCT TOP OF EXISTING CATCH BASIN AND LOCAL DEPRESSION PER CITY EA 1
STD. PLANS 300 AND 307, CASE B, SEE DETAIL ON SHEET 6, STENCIL D
N.T.S. CATCH BASIN : DETAIL ON: SHT,_6 �__
16 WaRK SITE AND FXTFRIOR STRFFTS SHALL RE IN A NEAT. CLEAN. HAZARD FREE, ORDERLY R/W R/W
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INSTALL HYDRANT MARKERS PER CITY STD. PL. 134,
7" 32'
INSTALL STREET NAME SIGN PER CITY STIR. PL. 401'—A & 4,01— .
CONSTRUCT A2-8 CURB & GUTTER PER CITY STD. PL. 104
11
ADJUST SEWER MANHOLE TO GRADE.
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JOIN TO EXISTING PAVEMENT ENT PER DETAIL HEREON'
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IL2\ REVISED HANDICAP
DESCRIPTION OF REVISION NAM
CONSTRUCTION NOTES
Uj ACCESS .,. PER CITY STD. P
CONSTR
INSTALL TPUNCATED DOME PER CITY STD, 102/SP (YELLOW COLOR)
ACPESS
RAMP NOTES
1. COUNTER
SLOPES OF ADJOINING GUTTER AND ROAD SURFACES IMMEDIATELY ADJACENT TO
AND WITH
IN 24" OF THE CURB RAMP SHALL NOT BE STEEPER THAN 1.20 (5 ).
2. THE GRADE
BREAK BETWEEN THE COUNTER SLOPES OF GUTTER AND/OR ROAD SURFACES
WITHIN 24
INCHES OF THE CURB RAMP AND THE RUNNING GRADE OF THE CURB RAMP SHALL
co
NOT EXCEED
THE ALGEBRAIC DIFFERENCE OF 11 PERCENT. IF TWO OR MORE PLANE CHANGES
ARE PRESENT,
THEY SHALL BE SEPARATED BY 24 INCHES.
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1'"— 4 GRAPHIC SCALE
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141"Y OF
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RANCHO`C1 N %A
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AND STORM DRAIN IMPROVEMENTS PLANS
FOR
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PPROVED Y DATE: Z
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CITY ENGINEER RCE 67514
CITY
OF RANCHO
ECAMONGADESIGN
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ECO ENDED
BENCH
MARK
L.P.
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FAX: 949-251.0516
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BENCH
1 2" CROWNED BRASS DISK STAMPED "REPLACEMENT
MARK' ON THE TOP OF CURB AT THE EAST END
OF
D.L.
a r a a s � � ESURVEYORS
OF
THE CURB
RETURN AT THE
NORTHEAST CORNER OF THE
BASE
CHECKED
.
PROJECT SHEET OF XX
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