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A WORKING,
BEFORE!
BEFORE
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25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS
SHALL BE APPROVED
AT THE TIME OF CONSTRUCTION
CONFORM TO THE CITY OF FONTA NA STANDARD DETAILS.
• EXPOSED CONCRETE CONFORM -.1
COLOR ! FINISH TO MATCH EXISTING CONCRETE.
SEWER27. THE CONTRACTOR SHALL STAMP OF
THE. CURB AT THE LOCA77ON OF •
CONCRETE28. NO BE PLACED UNTIL THE FORMS i REINFORCING
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND
APPROVED
PRIOR
TO PAVING OF
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
PAVEMENT PRIOR TO PLACEMENT.
31. PAVEMENT STRUCTURALi i ARE MINIMUM t SUBJECT
TO REVISION
! AND APPROVAL
• r ..i OF ENGINEER AS DETERMINED
BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
32. ACTUAL THICKNESS OF A.C. PAVEMENT ANDIOR BASE COURSE MATER
FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A
GEOTECHNICAL .i. 1 SUBM17TED TO THE CITY OF FONTANA
FOR, APPROVAL COMPLE77ON OF ROUGH •y1
RAISED33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES
SHALL BE TO FINISHED GRADE PAVING CONTRACTOR
.O COMPLETION OF PAVING.
34. UPON COMPLETION! i ! CONTRACTOR SHALL
RESTORE
ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC -
CONTROLDEVICES TO THE SA77SFACTION OF THE CITY TRAFFIC ENGIN
35. CONTRACTOR SHALL RELOCATE ANDIOR REPLACE LANDSCAPING,
SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION
TO THE SATISFAC71ONOF THE CITY ENGINEER.
THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS
TO THE CITY ENGINEER.
36. AS —BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO
THESE IMPROVEMENT PLANS HAVE •
EEN PREPARED WITH THE INTENT THAT THE FIRM OF
ALLARD ENGINEERINGt' i ! , STAKING FOR THE
COMPLETEPROJECT. i ANOTHER !
NOTICESHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUC71ON
' THAT THE FIRM
OF ALLARD
ENGINEERING
ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, !
AVOIDED, CORRECTED OR MITIGATED IF,ALLARD ENGINEERING INC. HAD PERFORMED THE
STAKING WORK.
INDEX MAP
SCALE: 1n=200'
ENTRY
IRFIE E
T.I.=6.5
NTS
R/W R/W
60
30' 30'
12' 18' 18' 12'
0.5' "'
1 1
5 SIDEWALK P. tJ x 5 SIDEWAI.
2,' 2
STREETLOCAL
R
P MIICI-fI CR COURT
PENNSYLVANIA AVENUE & MUIRFIELDE
T.I.=5.5
NIS
0
µ#
LEGEND
PROPOSED A.C. PAVEMENT
e `
GRIND EXISTING ACt OVERLAY
SAWCUT i REMOVE EXISTING AC
PAVEMENT
CENTERLINE
RIGHT—OF—WAY
IMPROVEMENTS
EXISTING CONTOUR
DIRECTION OF i>
RL.U.A LIMITED USE EA
L.O.C.
LENGTH ON CURVE
L.O.S.OF
—SL—
SLEEVE
SHEET E;
SHEET I
TITLE SHEET
SHEET 3
PENNSYLVANIA AVENUE
SHEET 4
PITZER STREET
SHEET 5
! ■' DAME r
SHEET 6
GEORGETOWN WAY ; EMORY STREET
SHEET 7
TAFT COURT & BROWN COURT
SHEET 8
•US AVENUE & + 77S AVENUE
NORTH '� SOUTH
R/W R/W
e I 68' 1
34' 34'
1T 22' 22' 12'
m 1
0.5' '
5' SIDEWALK -P�r-- — = _F
AVENUECURTIS
NTS
/W R/W
64'
32' 32'
12' 20' a 20 12'
REVISION DESCRIPTION
1 ! BASIS OF BEARINGS:
BASISSHOULD CONSTRUCRON OF REQUIRED Prepared For: THE
CENTERLINE
JMPROVFMENU
ON . i M.B. 299113-15.
YEARSTwo •a a
• GRAND
PACIFIC
■
!i
SHOWN HEREON AND CARRIED BENCHMARK .
FORTH
MAY
r r r
i
ENGINEER
CALTrANS ■
WEST f
,
• e
DILIGENT MANNER, THE CITY ■ 8-17
BRASS
ra ■
CONCRETE
IN TOWER
REQUIRE
REVISIONS TO
ROAD,SOUTH
BRING THEM INTO B.
HIGHLAND #
S
r
TOWER
f ■
■,
f
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t!
RANCHO
CUCAMONGA
661�0 00 or
ISUMMIT AVE
$N
•
.,�IViffMA
rATE ROUTE
210 FREEWAY
J � N
X
v cn
VICINITY P
NTS
1
QUANTITY ES
D I
CONSTRUCTCONSTR
` PAVEMENT OVER 12" OF •
COMPACTED : '`1E (SEE GENERAL NOTE
2
CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 100
8,771 LF
3
CONSTRUCT 4! PCC SIDEWALK PER CITY STD. PLAN NO. 1006, (WIDTH PER PLAN)
41,441 SF
4
CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002,
105 EA/21,362 SF
• NOTED OTHERWISE
5
CONSTRUCT 8r CURB ONLY PER CITY STD. PLAN NO. 1000
175 LF
i t
7
CONSTRUCT COBRA HEAD LUMINAIRE LED STREET LIGHT (90 WAT`T)
4 EA
SEE PART NO. 10205811 PER r 404
ADJUST MANHOLE,,ME & COVER TO GRADE i PLAN 100
16 EA
•
CONSTRUCT COBRA 1 _ ! _
• FA
SEE PART NO. 10205809 PER CITY STD. 404
10
CONSTRUCT 8' WIDE CROSS GUTTER, PER CITY STD. PLAN NO. 403
— 8 EA
11
■
CONSTRUCT 1 # ii
CONSTRUCT12 DEPRESSION PE` CITY STD. PLAN NO. 3003,PERPLAN)
REMOVE EXISTING AC PAVEMENT
3,440 SF
15
GRIND EXIST. AC PAVEMENT (MIN. 0. 1' ) AND OVERLAY (MIN. 0. 1
590 SF
16
CONSTRUCT 8" CURB ONLY PER CITY STD. PLAN NO. 1000
—280 LF
17
CONSTRUCT14
OVER !3oO2O
SF
CONSTRUCT18 1- SIDEWALKDRAIN 1 r, i 3001s
MODIFIED !'
• _
CONSTRUCT PVC SLEEVES, SCH.40, !' RIGID
• EASEE
C.F.D. LANDSCAPE PLANS FOR ADDITIONAL INFORMAPON
AC PAVEMENT
OVERLAY
i i`
i'
PROPOSED
PAVEMENT0.
GRIND EXIST.-O I Y AC PAVEMENT EXISTING SAWCUT AND REMOVE
(MIN. 0.10' THICKNESS) AC PAVEMENT EXISTING AC PAVEMENT
PAVEMENT , IDElAd.
NTS
WEST EAST
R/W 1 R/W
® �/1At
1' 4' 41'
1
0.5'
C t
3 6' SIDEWALK
LJ
LJ
PRIMARY HIGHWAY • 104'RIW
CITRUS AVENUE
NTS
R/W R/W
NA!
E'• nanMAIAI as
LOCAL STREET - 64R/W ENTRY ROAD
e a a
STREET NOTREDAME s {,
NTS
■ ». NIA
Cff Y OF R
STREET ` 1
IMPROVEMENT
V "1101W. I I
DRAWN BY.
TRACT NO. ®,
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Filename: 1:\Grand Pacific Communities 339\Trl8981 Citrus and Curtis\ DWG's\ FINAL DESIGN\ STREETS\ STREET PLAN TR 18981 SHT I.dwg
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