HomeMy WebLinkAbout24854TH STREET & UTICA AVENUE
STREET IMPROVEMENT PLAN
G BA IS OF BEARINGS ENERAL NOTES
1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CENTERLINE OF FOU-RTH STREET, PER PARCEL MAP
21PAGE A BEARING OF
-4 83, THESE PLANS, THE CITY OF RANCHO CUCAMONGA NO. 17318, BOOK
STANDARDS AND THE STANDARD SPECIFICATIONS FOR N89.2154W.
PUBLIC WORKS CONSTRUCTION - CURRENT EDITION,
INCLUDING ITS ANNUAL SUPPLEMENTS OF BASIS OF ELEVATION'
AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH
AND SHALL BE RESPONSIBLE FOR ADHERENCE TO CITY OF` RANCHO CUCOMONGA BENCHMARK NO. 10010; A
THESE STANDARDS AND SPEI: C[FICATIONS. 2"; BRASS DISK IN THE SOUTHWESTERLY LEG OF SOUTHERN
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, "CALIFORNIA EDISON TOWER NO, 15; 0.3 MILES NORTH OF
TELEPHONE OR POWER POLES, WATER METERS, 4TH STREET; 100 FT EAST OF CL ETIWANDA AVE.
VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ELEVATION 1065.64 (NGVD29)
ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS
OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK UT1LrFY NOTE
IS TO BE DONE SHALL BE THE REMOVED, REPLACED,
RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT THE UNDERGROUN'D'UTILITIES AS SHOWN HEREON HAVE
NO COST TO THE CITY OF RANCHO CUCAMONGA. BEEN LOCATED FROM OBSERVED FIELD SURVEY EVIDENCE
3. ANY CONTRACTOR PERFORMING WORK ON THIS -,,,AN-D EXISTING DRAWINGS, INCLUDING BUT NOT LIMITED TO
PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE
THE FOLLOWING: PLANS PROVIDED BY THE CLIENT, UTILITY
AND SHALL BE SOLELY RESPONSIBLE FOR ANY -
COMPANIES, AND MUNICIPAL AGENCIES. THE SURVEYOR
DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY MAKES NO GUARANTEES THAT THE UNDERGROUND
OR INDIRECTLY FROM HIS OPERATIONS,. WHETHER OR UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE
EITHER' R
NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. AREA, -, IN, SERVICE 0: ABANDONED. THE SURVEYOR
4. : UNDERGROUND A PERMIT SHALL BE OBTAINED FROM THE CITY OF DOES NOT WARRANT THAT TH RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING 'UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED
DEPARTMENT PRIOR TO ANY ENCROACHMENT OR ALTHOUGH HE DOES NOT CERTIFY THAT THEY ARE
CONSTRUCTION WITHIN ANY CITY OF RANCHO LOCATED AS ACCURATELY AS POSSIBLE FROM
CUCAMONGA EASEMENT OR RIGHT-OF-WAY. INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
5 ALL GRADE STAKES SHALL BE SET BY THE PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. .
CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE LEA SET AT ALL HINGE POINTS, EDGE OF PAVEMENT
POINTS WITHIN 1 FOOT OF SUB -GRADE ELEVATION
'
AND AT NOT MORE THAN 50 FOOT INTERVALS. PCC PAVEMENT
ADDITIONAL PAVING STAKES MAY BE REQUIRED BY
CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL AC PAVEMENT
CURVE AREAS.
6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER 001 RP BACKFLOW DEVICE
UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE
CONSTRUCTED PRIOR TO PAVING. WATER METER
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION,
TRENCH BACKFILL, COMPACTING ORIGINAL GROUND PROPERTY BOUNDARY LINE
AND ALL SUB -GRADES SHALL BE PERFORMED AT NO
COST TO,THE CITY OF RANCHO CUCAMONGA. A CENTERLINE
WRITTEN REPORT WITH THESE COMPACTION TESTS
EASEMENT LINE
SHALL BE SUBMITTED TO THE CITY ENGINEER FOR
APPROVAL PRIOR TO THE PLACEMENT OF BASE
-335-- EXISTING CONTOURS
MATERIALS ANDVOR SURFACING.
T
8. AT THE COMP IL TION OF PAVING, A MATERIALS BLOCK WALL
Al d
REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER.
LISTING ALL TESTS OR DETERMINATIONS COMPLETED SANITARY SEWER
TO VERIFY STABILITY 011L CONTENT AND GRADATION OF
ASPHALT PAVING. WATER MAIN
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS
FIRE HYDRANT
REPORT SHALL BE SUBMITTED TO THE CITY ENGfNEER.
,LISTING ALL TESTS OR DETERMINATIONS COMPLETED
TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND WATER VALVE
EQUIVALENT OF AGGREGATE BASE. SANITARY SEWER MANHHOLE
10, PAVING SHALL BE PERFORMED IN ACCORDANCE WITH
R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STREET SIGN
STRUCTURAL SECTIONS.
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE LIGHT
SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE
SUB -GRADE SHALL BE PREPARED BY REMOVING ALL 0 BOLLARD
ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND
ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A EXISTING TREE
R
FINE G! ADE MATERIAL OF A QUALITY BETTER THAN
ROPOSED STREET TREE
THE :NATIVE MATERIAL.
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON
SUB -GRADE, A SOILS STERILANT REGISTERED BY THE
E. P. A. FOR USE UNDER A.C. AND P.C.C. SHALL BE
EXISTING SURVEY MONUMENTATION'
UNIFORMLY APPLIED AT THE MANUFACTURER'S
M E
RECOMI ENDED RATE FOR THE FULL PAVEMENT WIDTH
I HEREBY.CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY
PRIOR TO' PAVING. MONUMENTS OF RECORD THAT COULD BE DISTURBED BY
13, ESTIMATE ATE OF QUANTITIES IS PROVIDED BY THE THIS PROJECT. ALL.SAID MONUMENTS WHICH CURRENTLY
ENG:f`NEER ONLY FOR THE CONVENIENCE OF THE .EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND
DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN ARE DESCRIBED, AS FOLLOWS:
DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE'
N
SUBMITTI: G A BID. ANY ITEM OF WORK REQUIRED BY NONE
THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN
THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED
AS INCLUDED IN THE OTHER ITEMS OF WORK,
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA
STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT
ARNOLD J. WHITAKER P.L.S. NO. 78,83 DATE
EACH INTERSECTION.
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE
DEVELOPER FROM RESPONSIBILITY FOR THE
CORRECTION OF ERROR AND OMISSION DISCOVERED
DURING CONSTRUCTION. UPON REQUEST THE REQUIRED
PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO
THE CITY ENGINEER FOR APPROVAL.
16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A
NEAT, CLEAN, HAZARD FREE, ORDERLY STATE,
THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED
UPON PO REQUEST OF THE INSPECTOR.
17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48
HOURS PRIOR TO EXCAVATION.
4TH ST.
rA-
RE: T T
: S E 0 PR VEMENT CONSTRU:CTIN NOTES, QTY'S
OPROTECT IN P , LACE.
CONSTRUCT DRIVE APPROACH PER CITY STD. 3,574 SF
DWG, 103, TYPE "C", MODIFIED HEREON.
(�)CONSTRUCT 4" THICK P.C.C., S IDEWALK 6,962 SF
PER CITY STD.,DWG. 103.
@)CONSTRUCT CURB RAMP. SEE DETAIL 1 1 EA
ON SHEET 6.
(�)SAWCUT AND TIE-IN TO EXISTING 180 SF
PAVEMENT.
(DSAWCUT, REMOVE AND REPLACE 1,346 SF
EXISTING PAVEMENT. TRENCH REPAIR
PER CITY. STD. DWG-. 120.
TINSTALL FIBER CONDUIT PACKAGE PER 640 LF
CITY STD. DWG. 145.
(I)END OF CONDUIT RUN PER CITY STD. 2 EA
DWG. 136.
TCONSTRUCT 8" CURB & GUTTER (A2-8) 68 LF
PER CITY STD. ,DWG. 104. %,
TCONSTRUCT 'PCC LANDING, NOT TO 25 SF
EXCEED 1:48 (2%) SLOPE IN ALL
DIRECTIONS. MATCH EXISTING PAVEMENT
SECTION, FINISH AND COLOR.
gCONSTRUCT. 8" CURB AND GUTTER. 24 LF
(A3-8) PER CITY STD. DWG. 104-1
,(5SAWCUT, REMOVE AND DISPOSE OF 1,099 SF
EXISTING PAVEMENT.
gINSTALL STREET TREE PER TABLE 1, 14 EA
SHEET 1 AND CITY STD. DWG. 501.
@INSTALL 309,0 R.C.P. STORM DRAIN PIPE. 8.3 LF
CONNECT TO EX. DRAIN INLET.
(3RE-STRIPE PEDESTRIAN CROSS WALK 330 LF
PER CITY ISTD, 133.
SHEE-T IEX
SHEET .... 11 .......... I ...... 1.1.11.11 ...... .... .................... TITLE SHEET
SHEET 2 ........... I ........... UTICA AVE. (STA 6+00 10+34.95)
SHEET 3 ...................... UTICA AVE. (4TH ST. STA, 6+00)
SHEET 4 ....................... 4TH ST. (UTICA AVE. STA 4+00)
SHEET 5 ............. it ............ 4TH ST. (STA 4+00 TO 7+50.48)
SHEET 6 ...... I ....... ........ DETAILS & SECTIONS
PREPARED BY:
m L", so no
PREPARED BY:
m L", so no
a i lon, a
CO;MM01\1 NAME
��F��CHYCHJT(51qi
POPULNEUS
BOTTLE TREE
STREET TREE CONSTRUCTION NOTES:
1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS,
M
2. PRIOR TO THE CO: MENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE
FURNISHED TO THE CITY INSPECTOR, ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES
MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR.
3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING
SERVICES DEPARTMENT.
4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY,
UTILITY COMPANIES
ELECTRICITY & GAS
A. ELECTRICITY SOUTHERN CALIFORNIA EDISON
(800) 655-4555
B. RANCHO CUCAMONGA MUNICIPAL UTILITY (RCMU)
(909) 919-2612
C. SOUTHERN CALIFORNIA GAS RESIDENTIAL
(800) 427-2200
D. SOUTHERN CALIFORNIA GAS -COMMERCIAL
(800) 427-20100
WATER & SEWER
E. CUCAMONGA -VALLEY WATER DISTRICT (CVWD)
(909) 987-2591
F. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT
(818) 969-7911 11 -
Civil Engineering ., Site Optimization
www.figiM,,,Civil'Design.com
2191 El Camino Real, Suite 2081
Oceanside, CA 92054
Tel: 1-888-364-1973
G. METROPOLITAN WATER DISTRICT (MWD)
(909) 593-7474
CABLE TV
H. TIME WARNER / ADELPHIA CABLE
(888) 892-2253
I. CHARTER COMMUNICATIONS
(866) 499-8080
J. FRONTIER COMMUNICATIONS
(877) 908-1288
K. REFUSE BURRTEC DISPOSAL
(909) 987-3717
DESCRIPTION OF REVIMN
CITY OF RANCHO
CITY
DATE 1APPROVED
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110'CONSTRUCT
8" CURB AND GUTTER.
CONSTRUCT DRIVE APPROACH PERCITY STD,
I
(A3-t, 8) PER CITY STD. DWG. 104.
Q_)DWG. 103, TYPE "C', MODIFIED HEREON.
(5SAWCUT,
REMOVE AND DISPOSE OF
EXISTING PAVEMENT.
CONSTRUCT 4" THICK P.C.C. SIDEWALK
PER CITY STD. DWG. 103,
&NSTALL
STREET TREE PER TABLE 1,
r3_'\CONSTRUCT
SHEET 1 AND CITY STD. DWG.. 501.
CURB RAMP. SEE DETAI.L 1
ON SHEET 6.
g'INSTALL
3,0"0 R.C.P. STORM DRAIN PIPE.
(�)SAWCUT AND TIE-IN TO EXISTING
CONNECT TO E. DRAIN INLET.
PAVEMENT.
(RE
B
-STRIPE PEDESTRIAN L CROSS WA
"�-SAWCUT, REMOVE AND REPLACE
PER. CITY STD. 133.
EXISTING PAVEMENT. TRENCH -,REPAIR"
PER CITY STD. DWG. 120.
@)INSTALL FIBER CONDUIT PACKAGE PER
CITY STD. DWG. 145.
r7"EN-D OF CONDUIT RUN PER CITY STD"'
s
DWG. 136.
CONSTRUCT 8" CURB & GUTTER (A2-8 )
Underground Service Alert
PER CITY STD, DWG, 104.
(_0)CONSTRUCT
PCC LANDING, NOT TO
OR Z
EXCEED 1:48 (2%) SLOPE' IN ALL
GRAPHIC SCALE
Call: TOLL FREE
DIRECTIONS. MATCH EXISTING PAVEMENT
20 0 20 40
SECTION, FINISH AND COLOR.
1-800
(IN FEET)
422-4133
20F
TWO WORKING DAYS BEFORE YOU DIG
NEEM NEI
I I PREPARED BY:
DESCRIPTION OF REVISION
"'HO COCAM"NGA
N
"17y
U[ Uo� mA G
Civil Engineering �, Site Optimization
APPROVED BY: DATE:
CITY ENGINEER RCE: 67514
www,j4q1MCivH1DesiQn.co-m
DESIGN:
PLAN PREPARED BY:
RECOMMENDED:
2191 El Camino Real;, Suite 208K
J.D.B.
Oceanside, CA 92054
ATLAS CIVIL DESIGN
zd,
Tel: 1-888-364-1973
DRAWN:
2191 EL CAMINO REAL, SUITE 208K
SHEET
D.A.C.
OCEANSIDE, CA 92654
3 OF 6
D2L 3/07/201.8FILE:
R.C.E: NO.
NO..
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APPROVED BY: DATE: z1 N "'Ed
CITY ENGINEER zf-- RCE: 6T514
DESIGN: PLAN PREPARED BY: RECOiv MENDED:
J.D.B.
ATLAS CIVIL DESIGN
DRAWN, 2191 EL CAMINO DEAL, SUITE 208K SHEET
UCEANSIDE, CA 92054
4F
CHECKED: —� R.C.E: NC. 59320 DRAWING NO.
A.J.W. DA 03M7/2018 FILE: NO. 9-094485
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: REMOVE REPLACE — - RE O�'E REPLACE �
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CD NEAREST JOINT NEAREST JOINT'
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(MATCH EXISTING) (MATCH EXISTING)
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+00 7+00
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STREET I I T CONSTRUICTION NOTES:
w
w PROTECT IN PLACE
C�STUCT DRIVE PER CITY STD,
DW& 103, TYPE C , MODIFIED HEREON.
TCONSTRUCT 4" THICK P.C.C. SIDEWALK e
as
PER CITY STD. DWG. 103, a�
a
CONSTRUCT CURB RAMP. SEE DETAIL 1
ON SHEET 6.
SAWCUT AND TIE—IN TO EXISTING
PAVEMENT. �-
SA"+r+1CUT, REMOVE AND REPLACE
EXISTING PAVEMENT. TRENCH REPAIR
PER CITY STD. DWG. 120.
INSTALL FIBER CONDUIT PACKAGE PER fl
CITY STD. DWG, 145.
END OF CONDUIT RUN PER CITY STD.
DWG. 136,
CONSTRUCT 8" CURB & GUTTER (A2-8)
PER CITY STD. DWG. 104,
CONSTRUCT PCC LANDING, NOT TO
. '
EXCEED 1:48 (2 SLOPE IN ALL
DIRECTIONS, MATCH EXISTING PAVEMENT
SECTION, FINISH AND COLOR.
10 CONSTRUCT 8" CURB AND GUTTER.
- N s
(A3-8) PER CITY STD. DWG. 104.
1l SAWCUT, REMOVE AND DISPOSE OF,
EXISTING PAVEMENT.
CITY
DESCRIPTION OF REVISION DATE APPROVED
INSTALL STREET TREE PER TABLE 1, '`OEM
RAW-"'HO CUf0**AM0Nf0"A
SHEET 1 AND CITY STD. DWG. 501',
&NSTALL 30"0 R.C.P. STORM DRAIN PIPE. =`
CONNECT TO EX. DRAIN INLET.
gRE—STRIPE PEDESTRIAN CROSS WALK4TH STREET
PER CITY STD. 133.
FROM STA +''7+50.48
NOTE, _ 55 UTICA AVENUE
ALL DAMAGED SIDEWALK PANELS SHALL
BE REMOVED AND FULLY RECONSTRUCTED
STAMP: PREPARED BY: RANCHO UC A 9173,0
TO THE NEAREST JOINT, ROW 2018
M
" s APPROVED BY: DATE:
,1 eAlert Civil Eft ,: ineer Site Optimization CITY ENGINEER RCE: 67514
PHI SAL ww . �IVIIDesin.com
DESIGN: PLAN! PREPARED BY: RECOMMENDED:
LL FREE 9 m
2191 El Camino Real, Sufte 208KJ.D.B.
Oceanside CA 92054
I NEW.� � f � � � uvilD_ , . , ATLAS NIL DEIGN
- Tel: 1 $88 3�4 97 2191 EL CAMINO REAL SUITE 208K
a ,dam DRAwi�. SHEET
0' D.A.C. ac AN D , CA �9a
54
4224133
CHECKED: - _ R.C:E: NO- 59320 DRAWING NO.
TWO WORKING -DAYS 'iBEFORE YOU CAI85
A.J.W. DA 03E07/2018 FILE: NO. 1;9-094_
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LL47jo _ei TYP.
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DEDICATION o
C 8.17 rS/'- 4,50'
.1
3 2 1028.22 ES .12 TC)
3
5
VEHICULAR WAY 1 1 VEHICULAR WAY
10
A - CURB RAMPS AT ACCESSIBLE PARKING 28. 0 FS 10.27.3.2 LIP)
1712.1 AREAS 4
2 1028.20 FS 100, (102T52 FL
�00, cy)
6 4D
000
1028.1 FS
00000
p
14
VEHICULAR WAY 000
mw\ a
TYP.
5
p
8. 5 IS
(DSTREET PAVEMENT
1 02 7 TS_
2.35" Ln ACCESSIBLE ROUTE OF PEDESTRIAN TRAVEL 48" MIN, 10
(UNLESS OTHERWISE NOTED ON PLANS)
p 4
R
TOP FACE OF lCURB. PRB&
0 Q WALL, FENCE, LANDSCAPING OR OTHER OBSTRUCTION 28.:11
TRANSITION FROM RAMP TO WALKS, CUTTERS AND STREETS I 10Z& 1 FS,
SHALL BE FLUSH AND FREE OF ABRUPT CHANGE.
R
12 1 102 .12
(102
O'�513 SCORE MARK, BACK TOP OF CURB. (1027.49 FL)
J102
(11027.69 LIP)
A MINIMUM 36-INCH WIDE SECTION OF TRUNCATED
ID DOMES SHALL BE PR:OVII ED WHEN FLAT TRAVEL 14
4 1-- a 9 14
SURFACE ADJOINS A EHICULAR WAY (0"CURB FACE)
TYP.
2' TYP.
4
*EXCEPTION- PARALLEL CURB RAMPS SHALL NOT BE REWIRED TO COMPLY WITH
11 B - 40 6.5.3.
10TICA AVEN:u
A, DETECTABLE WARNING SURFACES, SHALL BE CONSTRUCTED BY CAST -IN -PLACE
WITH COLOR YELLOW CONFORMING TO FEDERAL 's, '1115 1 10,10 Ill 110:10 Iff 11, 1
E,)ii:m 0 m 0 im w N! w 0 0 Is in a m; W Is: 0, N In In IN m 11 Iff 0: Is In ISO" m
COLOR #33538,
MINIMUM RAMP THICKNESS SHALL BE 4" P.C.C. OVER 4" CLASS 'll A.B. OVER, 6 " OF- LJl I I L /A
B. SUBGRA DE. ALL A&,, AND/OR SUBGRADE SHALL BE PROCESSED TO 95% RELATIVE SCALE: 1 5'
COMPACTION.
1 CURB RAI P DETAIL
NOT TO SCALE
P/L
UTICA AVE,
C/L
3J'—
I -PROP. SCREEN WALL �0'
�`PER SEPARATE PERMIT
UTICA AVE. UTICA AVE.
P/L -C/L P/L C/L
DEDICATION DEDICAPON
- -----------
DRIVEWAY
2
lo.
DRIVEWAY
33
2 % F
33'
2)'— 2 2' SA WC T
27.
2%. 2%
4.7%
2% PROP. SIDEWALK
5 ROADWAY SURFACE
0
E-IN
0 AAI
0
STREET IMPROVEMENT CONSTRUCT10N NOTES:
NOTE:
1. COUNTER SLOPES OF ADJOINING GUTTERS AND
PROTECT IN PLACE.
ROAD SURFACES WITHIN 24" OF THE CURB
CONSTRUCT DRIVE APPROACH PER CITY STD.
DWG. 103, TYPE "C", MODIFIED HEREON. RAMP SHALL NOT BE STEEPER THAN 1:20 (5%)
I
TCONSTRUCT 4" THICK P.C.C. SIDEWALK
PER CITY STD. DWG. 103.
2. THE GRADE BREAK BE I TWEEN THE COUNTER
(I)CONSTRUCT CURB RAMP. SEE DETAIL 1
SLOPES OF GUTTER AND/OR ROAD SURFACES
ON SHEET 6.
WITHIN 24 INCHES OF THE CURB RAMP AND
r4-')SAWCUT AND TIE—IN TO EXISTING
THE RUNNING GRADE OF THE CURB RAMP
PAVEMENT.
SHALL NOT EXCEED THE ALGEBRAIC
(DSAWCUT, REMOVE AND REPLACE
DIFFERENCE OF 11 PERCENT. IF TWO OR MORE
EXISTING PAVEMENT. TRENCH REPAIR
PLANE, CHANGES ARE PRESENT, THEY SHALL
PER CITY STD. DWG. 120.
BE SEPARATED BY 24 INCHES.
INSTALL FIBER CONDUIT PACKAGE PER
CITY STD. DWG. 145.
3. CONTRACTOR SHALL COORDINATE CROSSWALK
)DWG. END OF CONDUIT RUN PER CITY STD.STRIPING
WITH THE DEVELOPER TO THE WEST,
136,
CONSTRUCT 8" CURB & GUTTER (A2-8)
PER CITY STD. DWG. 104.
TCONSTRUCT PCC LANDING, NOT TO
EXCEED 1: 48 (2%) SLOPE IN ALL
DIRECTIONS. MATCH EXISTING PAVEMENT
SECTION, FINISH AND COLOR.
glO CONSTRUCT 8" CURB AND GUTTER.
(A3-8) PER CITY STD. DWG. 104,
I' ,11)SAWCUT, REMOVE AND DISPOSE OF
"EXISTING PAVEMENT.
gINSTALL STREET TREE PER TABLE 1,
SHEET 1 AND CITY STD. DWG. 501,
gINSTALL 30"0 R.C.P. STORM DRAIN PIPE.
CONNECT TO EX. DRAIN INLET.
8RE—STRIPE PEDESTRIAN CROSS WALK
PER CITY STD. 133.