HomeMy WebLinkAbout2121GENERAL NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA
STANDARDS AND THE STANDARD SPECInCA7701VS FOR PUBLIC {!WORKS CONSTRUC77ON - CURRENT ED177ON,
INCLUDING 17S ANNUAL SUPPLEWN75 OF AM N M N . CONTYACTOR SHALL BE FAMILIAR WTH AND SHALL
BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS.
2 ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WA7FR ME7FRS,
VALVES, FIRE HYDRANTS ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT -OF -WAY
LIMITS OR /N ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED,
REPLACED, RELOCA7FO OR PRO7FC7FD IN PLACE AS REQUIRED AT NO COST TO 7HE CITY OF RANCHO
CUCAMONGA.
J. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WTH THE SITE
AND SHALL BE SOLEL Y RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACIL177ES RESUL 77NG DIRE07Z Y OR
IND/REC7Z Y FROM HIS OPERA77ONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON 7HESE PLANS.
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING
DEPARTMENT PR /OR TO ANY ENCROACHMENT OR CONS7RUC77ON WHIN ANY CITY OF RANCHO CUCAMONGA
EASEMENT OR RIGHT = OF- WAY.
5 ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET
AT ALL HINGE POINTS EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB -GRADE ELEVA770N AND AT
NOT MORE THAN FOOT INTERVALS. ADD177ONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS
NEEDED AT WARPED 50 OR VER77CAL CURVE AREAS.
6. ALL SEWER, WATER, ELEC7RIC, GAS, PHONE OR OTHER U77LITY LATERALS, MAINS, OR CROSSINGS SHALL
BE CONSTRUCTED PRIOR TO PAVING.
7 COMPAC77ON 7ESTS OF EMBANKMENT CONSTRUC770N, TRENCH BACKFILL, COMPAC77NG ORIGINAL GROUND
AND ALL SUB - GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A
WRITTEN REPORT WI7H 7HESE COMPA077ON 7FS73 SHALL BE SUBMITTED TO THE CITY ENGINEER FOR
APPROVAL PRIOR TO THE PLACEMENT OF BASE MATER /ALS A149/OR SURFACING.
8 AT THE COMPLE770V OF PAVING, A MA7FR /ALS REPORT SHALL BE SUBMITTED TO 774E CITY ENGINEER
LIS77NG ALL 7FSTS OR DE7FRM /NA PONS COMPLE7FD TO VERIFY STABILITY OIL CONTENT AND GRADA7701V OF
ASPHAL T PAVING
9. PRIOR TO INSTALLA770N OF ANY PAVING A MA7FR /ALS REPORT SHALL BE SUBMI77FD TO THE CITY
ENGINEER. L15771VG ALL TESTS OR DE7ERM /NA77ONS COMPLE7F9 TO VER /FY.• R- VALUE SIEVE ANALYSIS AND
SAND EOUIVALENT OF AGGREGA7F BASE.
10. PAVING SHALL BE PERFORMED IN ACCORDANCE W;`H R- VALUE AND PAVEMENT 7FS7S TAKEN TO
DE7FRM/NE S7RUC7URAL SEC7701VS.
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NA77VE SOIL WH ICH CONSISTS OF A ROCKY MA7FR/AL,
THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE 7HE
SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WTH A FINE GRADE MA7FRIAL OF A
OUAL/TY BET7FR THAN THE NATIVE MA7FR /AL.
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB - GRADE, A SOILS S7ERILANT REGIS7FRED BY THE
E.P.A. FOR USE UNDER A. C. AND F.C. C. SHALL BE UNIFORML Y APPLIED AT THE MANUFACTURERS
RECOMMENDED RA 7F FOR 7HE FULL PAVEMENT WIDTH PRIOR TO PAVING.
13 ES77MA7F OF OUAN7777ES IS PROVIDED BY THE ENGINEER ONL Y FOR THE CONVENIENCE OF 7HE
DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DE7ERMINA77ON OF CON57RUC770N OUAN7777ES
BEFORE SUBMITTING A BID. ANY 17EM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY
LISTED IN THE E577MA7F OF QUAN7777ES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF
WORK.
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTFD AT
EACH 1WERSEC770N.
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE 7HE DEVELOPER fROM RESPONSIBILITY FOR THE
CORREC77ON 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 S17F AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY
STA7E THROUGHOUT CON57RUC770N. SI7F SHALL BE CLEANED UPON REOUEST OF THE INSPECTOR.
17 CONTACT ALL UhLITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO £XCAVA770N. PROVIDED FOR YOUR
CONVENIENCE ARE 7HE FOLLOWING-
A. VERIZON 1 -800 -483 -3000
B. SOUTHERN CALIFORNIA GAS COMPANY
216 N. EUCLID AVENUE 1 -800 - 427 -2200 RES
ONTARIO, CA 91762 1 -800- 427 -2000 COMM.
C. CUCAMONGA VALLEY WA7FR D /S7R /CT (909) 987 -2591
10440 ASHFORD S77dEET
RANCHO CUCAMONGA, CA 91730
D. ADELPH /A 800- 626 -6299
E. CHAR7FR COMMUNICA770NS (909) 987 -6275
668 PARK VIEW CT.
RIVERSIDE, CA
18. THE LAND SURVEYORS ACT, SEC77ON 8771 OF THE BUS /NESS & PROFESSIONAL CODE, AND
SEC77ONS 732.5, 1492 -5, 1810 -5 OF 7HE S1REE75 AND HIGHWAY CODE REQU IRE THAT SURVEY
MONUMENTS SHALL BE PROTECTED AND PERPETUA7ED.
"I T SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR OTHERS PERFORMING THE
CONSTRUC770N WORK TO RETAIN A QUALIFIED REG/S7FRED CIVIL ENGINEER AND /OR LICENSED
LAND SURVEYOR PRIOR TO THE START OF CON57RUC770N TO LOCA7F; REFERENCE AND FILE
THE NECESSARY CORNER RECORDS WITH THE COUNTY SURVEYORS OFFICE FOR SURVEY
CONTROL PO/NTS/MONUMENTS THAT EXIST AS SHOWN ON RECORDED 7RACT MAPS, PARCEL
MAPS, RECORDS OF SURVEYS AND HIGHWAY MAPS, AND MAYBE DISTURBED OR DAMAGED BY
THE PROPOSED CON57RUC77061
AFTER THE COMPLE77ON OF THE PROPOSED CONSTRUC77ON, SAID MONUMENTS AND /OR CONTROL
SURVEY POINTS SHALL BE RESET TO THE NEW SURFACE IN ACCORDANCE WITH CURRENT
PROFESS IONAL LAND SURVEYOR FOR ALL THE NEW MONUMENTS SET.
NOTE:
SEE REWS /ON 2 ON DWG NO 1243 FOR S7REET IMPROVEMENTS ALONG
PROJECT FRONTAGE OF VISTA GROVE S7REET
SEE REVIS /ON 5 ON DWG NO 1239 FOR S7REET IMPROVEMENTS ALONG
PROJECT FRONTAGE OF WOODRIDGE DRIVE
BENCHMARK
TOP OF EX/S77NG CURB AT NORTHWEST CORNER OF CATCH SA SIN
LOCATED AT STA. 9+61.41 ON THE SOUTH SIDE OF VISTA GROVE S7REET
PER STREET IMPROVEMENT PLANS FOR TRACT 13697 (CITY DRAWING NO.
1243)
ELEVA770N.• 1978.68
�A��JM�'m ".A A
THE BEARING OF NORTH 8944'58" EAST FOR THE CENTERLINE OF VISTA
GROVE STREET AS SHOWN ON A MAP OF ]PACT 13644, RECORDED
IN BOOK 209, PAGES 28 -29 OF MAPS, RECORDS OF SAN BERNARD /NO
COUNTY, WAS USED AS 7HE BASIS OF BEARINGS SHOWN HEREON.
STREET IMPRO VEMEN T PLANS FOR
ROCKY NOUN rA IN COURT
LIST OF ABBREVIATIONS
BS
BOTTOM OF STAIRS FINISH
COMMON NAME
SURFACE ELEVA77ON
BW
BOTTOM OF WALL
CF
CURB FACE
CS
CURB
FL
FLOWL /NE
FS
FINISH SURFACE
GB
GRADE BREAK
GTR
GUT7FR
HP
HIGH PO /NT
INV.
INVERT ELEV.
LP
LOW PO /NT
TC
TOP OF CURB
TG
TOP OF GRATE ELEV.
TF
TOP OF F0077NG ELEVA77ON
IR
TOP OF RETAINING POR77ON OF
PAINT STOP AND STOP BAR. 1
WALL ELEVA77ON
7S
TOP OF STAIRS FINISH SURFACE
33 EA
ELEVA77ON
TW
TOP OF WALL ELEVA77ON
ECR
END OF CURB RE7URN
BCR
BEGIN CURB RE7URN
MOC
MIDDLE OF CURVE
P/
PO /NT OF 1NTERSE0770N
B
F3
1010f a
LEGEND
EXIS77NG STREET LIGHT
EXIS77NG MANHOLE
EXIS77NG FIRE HYDRANT
EXIS77NG U77LITY LINE
EXIS77NG U77LITY POLE
DIREC77ON OF DRAINAGE
EXIS77NG CONTOUR
DESIGN CONTOUR
PROPOSED CURB
PROPOSED 8" CURB & GUTTER
PROPOSED STREET LIGHT
SHEET INDEX
SHEET NO. DESCRIPTION
1 777LE SHEET
2 PLAN, SEC77ONS AND DETAILS
Q Q
Q IrJ Q
SICRV (5Ad lC tlGPI'
� h
h Q
v�
5
KEY MAP
SCALE- 1"_-60'
S7REET NAME
BOTANICAL NAME
COMMON NAME
MIN. GROW SPACE
SPACING
SIZE
OUAN77TY
LEGEND
ROCKY MOUNTA IN
COURT
PODOCARPUS
HENKELI/
LONG - LEAFED
YELLOW WOOD
3'
20' O. C.
15 GA
16 EA
CONSTRUCT CROSS GUT7FR & SPANDREL PER CITY OF RANCHO CUCAMONGA STD. DWG. NO 106 -8 2
2420 SF
6 I
INSTALL 5800 LUMEN HPSU STREET LIGHT BY S. CE (INSTALLLA77ON COORDINATED AND PAID FOR BY DEVELOPER). 2 EA
It, 7 C
CONSTRUCT TYPE R -1 DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 101, W
W -12 (TYP). -8-EA--7 CA
8 I
INSTALL STREET NAME SIGN AND SIGN POST PER PER CITY OF RANCHO CUCAMONGA ST. DWG: NO. 4
401 -A & 401 -B. 1 EA
9 I
INSTALL R -1 STOP SIGN AND SIGN POST PER CITY OF RANCHO CUCAMONGA STD. DWG: NO. 401 -B. 1
1 EA
10 I
INSTALL RIO SIGN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 401 -6 1
1 EA
11 P
1. ALL STREET 7REES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS.
2. PR /OR TO THE COMMENCEMENT OF ANY PLAN77NG, AN AGRONOMIC SOIL REPORT SHALL BE
FURNISHED TO THE C/TY INSPECTOR. ANY UNUSUAL TOX/CIPES OR NU7R /ENT DEFICIENCIES MAY
REU /RE BACKF/LL SOIL AMENDMENTS; AS DETERMINED BY THE CITY INSPECTOR.
J. ALL S7REET ]PEES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION.
4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONL Y.
/9
24
7
t1`1Sicti2 i Prof_- o4o
of cv12C3,
Ptt°e tNV i t(z
P<t3oyt; F.l..
PRIVA TEL Y MAINTAINED LANDSCAPING AND IRR/GA77ON ALONG
VISTA GROVE STREET SIDEYARDS (LOTS 3 AND 4) SHALL BE
INSTALLED BY THE DEVELOPER PR /OR TO ISSUANCE OF
OCCUPANCY BY THE CITY. PLANS FOR THESE AREAS SHALL
BE REVIEWED AND APPROVED BY 7HE PLANNING DIVISION WITH
THE EXCEP770N OF STREET TREES.
9
1
2
D
h
74 -
STREET CONSTRUCTION NOTES- Q
QUANTITY
1 C
CONSTRUCT 3" AC PAVEMENT OVER 4" AGGREGATE BASE (SEE GENERAL NOTES 9 AND 10). 1
12,550 SF
2 C
CONSTRUCT P. C. C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG NO. 103 1
1, 200 SF
/1 3 C
CONSTRUCT A2 -8 CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 104 6
650 LFr-11&ol
® C
CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG: NO. 102 7
7 EA
O5 C
CONSTRUCT CROSS GUT7FR & SPANDREL PER CITY OF RANCHO CUCAMONGA STD. DWG. NO 106 -8 2
2420 SF
6 I
INSTALL 5800 LUMEN HPSU STREET LIGHT BY S. CE (INSTALLLA77ON COORDINATED AND PAID FOR BY DEVELOPER). 2 EA
It, 7 C
CONSTRUCT TYPE R -1 DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 101, W
W -12 (TYP). -8-EA--7 CA
8 I
INSTALL STREET NAME SIGN AND SIGN POST PER PER CITY OF RANCHO CUCAMONGA ST. DWG: NO. 4
401 -A & 401 -B. 1 EA
9 I
INSTALL R -1 STOP SIGN AND SIGN POST PER CITY OF RANCHO CUCAMONGA STD. DWG: NO. 401 -B. 1
1 EA
10 I
INSTALL RIO SIGN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 401 -6 1
1 EA
11 P
PAINT STOP AND STOP BAR. 1
1 EA
12 I
INSTALL S7REET 7REE PER N07ES AND LEGEND ON SHT 1. 3
33 EA
15 CONSTRUCT LIMITED ACCESS CURB PER RANCHO CUCAMONGA STD. 105 -C
16 INSTALL REFLEC77VE HYDRANT MARKER PER CITY OF RANCHO CUCMONGA STD. DWG. NO. 134
(�} 9VSrAZ (_- GosaGtSfA^IL -5 WI17f 5" MIN- Lo Al C06Tr BED (ONP6V Cra"U 51DN65) PEI! G/%' STD. 6 - #Z
IO tiJ ^ WL� i ?rlb l2�MoV6 F'h45TING� V tvr,_wa.Y t Pt2�°�3tc�tJ
Ilv mNralKLl GS C(iRt� CC�2lc wty" 3�vIG fwre- PE1217ETAa_ pra'R-1t5 SNSG'T
U7 TR
REP1All� ftr
REMOVAL NOTES
A REMOVE EXIS77NG AC PAVEMENT & A. C. BERM
B REMOVE EXIS77NG PCC CURB & GUT7FR
C REMOVE EXISTING 7REE
NOTICE TO CONTRACTORS
Construction contractor agrees that in CaForm Canc
accordance with genera //y accepted
construction practices, construction
contractor will be required to assume sole & A
and complete responsibility for job site conditions during the
course of construction of the project, including safety of q/I
persons and property, that this requirement shall be made to
apply continuous/y and not be limited to normal working
hours, and construction contractor further agrees to defend,
indemn /fy and hold design professional harm less from any
and all liability, real or alleged, in connection with the
performance of work on this project, excepting liability
arising from the sole negligence of design professional
All contractor and subcontractors performing work shown on
or related to these plans shall conduct their operations so
that employees ore provided a safe place to work and the
public is protected. A// contractors and subcontractors shall
comply with the "Occupational Safety and Health
Regulations" of the U.S. Department of Labor and with the
State of California Department of Industrial Relations
"construction Safety Orders" The Civil Engineer shall not be
responsible in any way for the contractor or subcontractors
compliance with said regulations and orders.
a __ PRIVATE ENG /NEER'S NOT ICES TO CONTRACTORS
V
_ the existence and approximate location of any underground
9 Q utilities or structures shown on these plans are obtained
by a search of available records To the best of our
know /edge, there are no existing utilities or structures
except as shown on these plans. The engineer assumes no
liability as to the exact location of said lines nor for
Z utilities or irrigation lines whose locations are not shown.
- The contractor shall be responsible for not /fying a// utility
and irrigation companies prior to work on excavation to
determine exact location of all lines affecting this work,
n f�tc �t f 4p @ whether or not shown heron, and for any damage or
protection of these lines The contractor shall call in a
5' _ o''�O R-aCe W( location request to Underground Service Alert (U.S.A.)
MAV-V4MCq t00A%a1VN Phone 1 -800- 422 -4133 two (2) working dogs prior to
0 t t2AEt7 li t; t2r__ 'r,3AC44- digging. No construction permit issued b Public Works
'r- cater 4'i ? -2'T4v >^`X� D po ment shall be valid involving underground facilities
'1�t n "J ( unless the applicant has on inquiry identification number
issued by U.S.A.
� � n
S
T ftEV_ 'PL,&S 4
tt1 =(ti( —t - �t2 Il l c NF�IJC i
rJta.Mlt:T�- aF 1°tP� .
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9?,OF ESS / 0VV
V�
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�c"� G�
� 9
06 -30—
s\ Ft CA\_tF�/
EX/S77NG SURVEY MONUMENTA77ON
I HEREBY CER77FY 7HAT l HAVE IDEN77RED ALL SURVEY
MONUMENTS OF RECORD THAT COULD BE DISRIREB BY THIS
PROJECT. ALL SAID MONUMENTS WH ICH CURREN7Z Y EX /ST
IN 7HE FIELD ARE SHOWN ON THESE PLANS AND ARE
DESCRIBED AS FOLLOWS-
I•�
DA TED
LUCINDA E. HACKETT, R.C.E. 44529
56 LF
1 EA
fo 755F
!'i2... LF
Ip �•
QUANTITY
360 SF
90 LF
11 EA
N. rs
VICINITY MAP
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CFA A
SCALE' IA�-30'
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-A
4
%URO At W RT.
13
. . . STREET CONSTRUCTION NOTES: QUANTITY
CONSTRUCT J" AC PA VEMEN T OVER 4" A GGREGA 7F BASE (SEE GENERAL NOTES 9 AND 10). 12,550 SF
CONSTRUCT PC C SIDEWALK PER CITY OF RANCHO CUCAMONGA S7D. DWG. NO 103 1, 200 SF
CONSTRUCT A2-8 CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 104 650 LF + I(
......... ...... . ....
Q O4 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA S7D DWG NO 102
I EA
CONSTRUCT CROSS GUTTER & SPANDREL PER CITY OF RANCHO CUCAMONGA 57D. DWG. NO 106-B 2 420 SF
INSTALL 5800 LUMEN HPSU STREET LIGHT BY S. CE (INSTALLLA 77ON COORDINA TED AND PAID FOR BY DEVELOPER). 2 EA
06
A 7 CONS7RUCT TYPE R-I DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA 57D DWG. NO. 101, W=/101
8 INSTALL STREET NAME SIGN AND SIGN POST PER PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 401-A & 401-8. 1 EA
. ....... .... . .. ..... .... . .. .. .... --- ----- -----
--- 9 INSTALL R -1 STOP SIGN AND SIGN POST PER CITY OF RANCHO CUCAMONGA S72. DWG. NO. 401-3. 1 EA
10 INSTALL RIO SIGN PER CITY OF RANCHO CUCAMONGA 57V. DWG. NO. 401-8. 1 EA
11 PAINT STOP AND STOP BAR. I EA
12 INSTALL STREET TREE PER N07ES AND LEGEND ON SHT 1. JJ EA
CONSTRUCT CURBSIDE DRAIN OUTLET - MEDIUM CAPACITY PER RANCHO CUCYONG4 SID. NO. 107-8 4 EA -r
-- - - - --------
----------- 4;v-.
CONSTRUCT LIM17ED ACCESS CURS PER RANCHO CUCAMONGA STD. 105 -C 56 LF
INSTALL REFLEC77VE HYDRANT MARKER PER C17-Y OF RANCHO CUCUONG4 STD. DWG. NO 134 1 EA
. ....... .... .. ... . .... ..... ....... . .....
LG9tA�l5 w /t71 5" MI N
cpAk,-fe-re-, glut�(c�Npm coe&z-:5ravc3) Rv, c!;ry sm s-4z &755)4'
/1111\ 1'5 '>AWCLrr A40 V-cVoVc-- rKkS-[I W, Vfl-lVEW,6,,Y VE"49S�100 131 - L-F
21,1 -T cov PIPE. f-1 n t�:)CT#&% L M\ 5AA OEI I to CA -
17 RtrMO V,� 7XS�r
,
LOT J io
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to
I
7
-C2
LOT 4
3
�, 016
/ A�
L —
ly
-- - -------- - ------
14
CWALK GOGY
J?OG
TO
CAO Nlc PC '�N RAMP JAC GESS
AC
CE
EAC8, pIpE
INSTALL INS BLE SlEEL14AIN,
8EMOVAO WTH C
LOCI(-
SIGN AND
-
flocKr
M 011N TA IN
PLACE
PAINTED WITH
REFLECTORIZED
WHITE PAINT
LOCK
STEEL SLEEVE
BOLLARD DETAIL
NOT TO SCALE
Rlw RIW
60'
301 JO I
12' 18'
4' 5'
-
0.20
LEVEL
CHAIN & SIGN DETAIL
NOT TO SCALE
Rlw
TYP ICAL SECTION ROCKY MOUNTAIN COURT
NOT TO SCALE
NOTE
ADJUST ALL WA TER VALVE COVERS AND
SEWER AND STORY DRAIN MANHOLES TO
GRADE
?\k0fESS/Q/V
E. �1%/
s
NO. 44529 M
rn
�D
BENCHMARK EXPqRE
TOP OF EXIS 77NG CURB A T NORTHWEST CORNER OF CA TCH BAS//V L OCA I-ED 'l CIVI
AT STA. 9+61.41 ON 7HE SOUTH SIDE OF VISTA STA GROVE S7PEET PER STREET CAIN
IMPROVEMENT PLANS FOR 7RACT 13697 (CITY DRAWING NO. 1243)
ELEVA770N.• 1978.68
FAN
LEN 0,0 Qwaocouafta
F[mg) MasiralaulTway(we
5990 Lay�ofl ftFoaq
Lome, CL% OV37
7(sos 990M skl-e4817
FRY's 99091 949 -,ZSV
11E STREET
I
SECTION ION A A
EMERGENCY ACCESS SECTION
NOT 70 SCALE
A X77!,
06y
NO. DESCRIPTION OF CHANGE DATE
APPROVED
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
ROCKY MOUNTAIN COURT
rRAcr i6mo
I
A PPRO VED DA TEAi,
Cl T Y ENGINEER M LLIAM J OVE11 RCE,f 24953
DESIGN RECOM NDIED
DRAWN
2 OF 2
CHECKED DRAWING No.
2-f 2/
011Bf A RING
RADIUS
LENGTH
TANGENT
1
N0073 400W
-
120.40'
2
1550 43"
88.00'
26.19'
IJ. 17'
3
N1573:27"W
-
5751'
4
N1446:26 "E
57.52'
1 1
5
21050'17"
J8. 00'
I39.28'
-
6
9050,000
27.00'
42.41'
2700'
7
427227"
38.00"
2799'
14.67'
L —
ly
-- - -------- - ------
14
CWALK GOGY
J?OG
TO
CAO Nlc PC '�N RAMP JAC GESS
AC
CE
EAC8, pIpE
INSTALL INS BLE SlEEL14AIN,
8EMOVAO WTH C
LOCI(-
SIGN AND
-
flocKr
M 011N TA IN
PLACE
PAINTED WITH
REFLECTORIZED
WHITE PAINT
LOCK
STEEL SLEEVE
BOLLARD DETAIL
NOT TO SCALE
Rlw RIW
60'
301 JO I
12' 18'
4' 5'
-
0.20
LEVEL
CHAIN & SIGN DETAIL
NOT TO SCALE
Rlw
TYP ICAL SECTION ROCKY MOUNTAIN COURT
NOT TO SCALE
NOTE
ADJUST ALL WA TER VALVE COVERS AND
SEWER AND STORY DRAIN MANHOLES TO
GRADE
?\k0fESS/Q/V
E. �1%/
s
NO. 44529 M
rn
�D
BENCHMARK EXPqRE
TOP OF EXIS 77NG CURB A T NORTHWEST CORNER OF CA TCH BAS//V L OCA I-ED 'l CIVI
AT STA. 9+61.41 ON 7HE SOUTH SIDE OF VISTA STA GROVE S7PEET PER STREET CAIN
IMPROVEMENT PLANS FOR 7RACT 13697 (CITY DRAWING NO. 1243)
ELEVA770N.• 1978.68
FAN
LEN 0,0 Qwaocouafta
F[mg) MasiralaulTway(we
5990 Lay�ofl ftFoaq
Lome, CL% OV37
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SECTION ION A A
EMERGENCY ACCESS SECTION
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06y
NO. DESCRIPTION OF CHANGE DATE
APPROVED
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
ROCKY MOUNTAIN COURT
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A PPRO VED DA TEAi,
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DESIGN RECOM NDIED
DRAWN
2 OF 2
CHECKED DRAWING No.
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