HomeMy WebLinkAboutStreet & Storm Drain Improvementlu
rypIcA4 STREET SECT/ONS
N. r. S.
I
so'
40'
AMM.
MN.
12' 12• a' s'
1/4" PER ` AC. PAVEMENT OEI - SlDdll 1/4" PER
FOOT SLOPE URB CURB.f`pQT SLOPE
00,
84SE COURSE D.5Z, aASS .Y
COMPACTED SUBGRADE
. STANDARD N0. 104---..-
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Z11WZOl/ R,4NC.y 14C, 4Z2
,�FNr,F/eP /25TH CIRCLE _
A/`YES BLISS
CE11?yrw
STR/l'F..-L. C4L/R7
0, -OVER Z7.50 "A S. CLASS IZ
ss
44'
AIN.. A/nl/
_
5' 6' 10 12' 12' 10 5
1 4" PER 57DEPWZAY A.C. PAVEMENT O.Oj N S/DELYALX geor
4" PER
�T SLOPE' CURB CURB
-
2X 2X SLOPE
BASE COURSE- D.73, CLASS 1T
COMPACTED SUBGR4DE
- -- PArECIJy'/N�4-1/,W.y = 4rO
STANDARD NO. 103
al/�'•�L.AN.O 7R�jL ROQ1J
AC CAFA7 D.73"A.B. ez0gss .r
LOr LOT
L//v65 L/NES
CURB & GUTTER
TYPICAL TREE L OCA TION
NOTE•
TREES SHALL BE LOCATED 10' FROM
DRIVEWAYS AND CORNER CUT 34CKS
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STI?EET QUANT/TY ESrIMATES
ITEM QUANTITY UNIT
.4.C. PAI//NG 1144/colo) Ole, lalolo SF 7,05 TDA/
fIGGREGr4TE BASE r44/lob) 4,00,66lo SF
/, od I
C. Y.
4.C. pA�iNG (4d/zoo) /95, 304 ,.5.F.
?..953
717//
QGG�EGATE SASE o40%o) 195,324 .S?O.w'
3,761
G' y
FOG SEAL34¢
1 LFA.
ANAL.
(a " CU23 4NT? 6-UTTEP
12297
L . F
x-WTEp 4NV AP20N
4,522
S.F
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41"41'60 I
S. F.
QCCt:SS 124MP3
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STEEET T2EE9 /FLAME MEE , LIQIIILT AMBER, S/Cl/ER QOLLAR GUM)
145
E4.
sneer L 10114rs
36
F4.
I7QIVEk)A V 9PP204e I
//, 44o
S.F.
UPLITV MENeN
81557
L.F
STREET 919N.9
13
Eq.
3021=71- CASE
40
LF
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3(01
L.F.
0AI1. RANCH PARKWAY MEANVERING SIDEWALK
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138
ROADWAY' EXCAVAT/QN
41481
C y
SO//- ENGINEER OWNERIDEI/EL OPER
HIGHLAND SO/LS ENG. INC. THE SUNLANO HOUSING GROUP
1832 S. COMMERCENTER CTR. 1060 E. WASHINGTON
SUITE A SUIX 240
SAN BERN4RDIN0, C,4 92408 COLTCN, CA. 92324
PH. (714) 884-8828 Fn. (714) 824--8850
a
.S'TRZWT AND STORM DRAIN
IAfPRO VEAlIENT PLAN
FOR TRACT N -O*
23174
/6 /T .SMAC L .0E Tim ,PE3R7ms12r1u7Y OF T1YE CGWTT,4CTOR ow
LMq/ELOOER 177 /A167W.Z L AM0 M,4/N7,41N &Z eaV S7,QZ/CT/DN,
rPE6(/1_A70iQt; oAMWE 4A00 WAiPN/N0 .S/6i1/,,S W1711 t/ TiyE A/,f-eT
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FOR 7AZ' TW k-,ELL/NS ~Z /C .47AWV4?,o0jZ,_-PS !/Nr/L 7?fi l- f7"4
eo0WV 7.V_,V -47WO af THE PAMUZ-e r dy T zt- I0ZlAoo7 !
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18:1 TgPEP F02 p=ps#
ENTRANCE ISLAND
TYPICAL
scale -/"=40�
STORM DRA IN QUANT/TIES
3l," RCp
7V LF
30" RCP
415 LF
24" RCP
94 LF
21"
203 LF
18" RCP
174 LF
TRANS, M. #3
1 LFA.
JUNC. 8TR # 2
IEA.
M4NN0LE *I
?EA.
COW. COLOR
464.
CAT C14 Sqs 1 N NO.1 V2 211
4 EA.
CATC14 11411 (N No.1 kl 21,41
SOUTHWEST CORNER OF THE INTERSECTION ON HWY. 79 AND MARGAR/TA
CATCH 8A31N N01 4l=10'
1 E�►.
VICINITY MAP
NOr r0 SCALE
.SEC. /,61 .TBS. ) X4.2. W
ralJa1:r-te
:?.Yjo./Yjl 1-01
SCALE I " =.200
/ NZ7TE.'
48 HOURS PRIOR 7V ANY CONSTRUCTION
/N VICINITY OF THE U77L /TY L/NES,
. CONTi4ACTOFi'S SHALL N077FY U.S.A. AT
(800) 422-4133.
CUTCHOGUE DRIVE
SHT. 8
/INDEX MAP�FLOW CHART
REVISIONS .p (&,m RECOMMENDED FOR SEAL COUNTY SEAL APPROVED BY
1 Del. SI APPROVAL
Orr ..;; �:.::;:;,
oq
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CHECI<ED BY �' r W411
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DA 7E_L_
sI
GENERAL NOTES
1
I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLF IR/NG OF THE PROPOSED
WORK AREA AND RELOCATION COSTS OF ALL EX/STING UTILITIES. PERMITTEE
MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PR/OR
TO BEGINNING OF CONSTRUCTION.• PHONE: 275-6885
2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY
STANDARD NO 816
J. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY
TRAN. DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED 1990
COUNTY ORDINANCE NO 461 AND SUBSEQUENT AMENDMENTS.
4. /T SHALL BE THE RESPONSIBILITY OF THE DEMEL OPER TD NOTIFY THE
ENGINEER, TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY
RIVERSIDE COUNTY ORDINANCE NO. 461.
5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO
APPLY TO THE RIVERS/DE COUNTY IRAN. DEPARTMENT PERMIT SECTION FOR AM
ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING COUNTY MAINTAINED ROADS
AND FOR U77LITY WORK WITHIN OFFERS AND DEDICATION FOR PUBLIC IISE.
8. ALL UNDERGROUND FACIL177ES WITH LATERALS SHALL BE IN PLACE PRIOR TO
PA 11'NG THE S7REET SEC77ON INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING
SEWER, WATER, ELECT?IC, GAS, AND DRAINAGE.
7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND
CONSTRUCTED ACCORDING TO COUNTY STANDARD No 206 AND/OR NO. 207
AS DIRECTED IN THE FIELD.
d. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO ADPL Y TO THE
CALIFORNIA DEPARTMENT OF 7RANSPORTATION (CAL TRANS) FOR AN ENCROACHMENT
PERMIT FOR ALL WORK W177 -11N THE STATE RIGHT—OF—WAY
9. ALL STREET SEC7701VS ARE TENTATIVE. ADD177ONAL SOIL TESTS SHALL BE
TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION
REQUIREMENTS USE STANDARD NO 401 IF EXPANSIVE SOILS ARE ENCOUNTFRED.
10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN
DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE
APPLIED AT A RATE OF 0. 05 GALLONS PER SQ. YARD. ASPHAL77C EMULSION
SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD
SPECIFICATIONS
11. A PRIME COAT IS REQUIRED PRIOR TO PAVING ALL GRADES IN EXCESS OF
TEN PERCENT.
12. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460.5.1
1.3. S7REET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH 774APPROVED
STREET LIGHTING PLAN.
/¢. OW Y L ANOSCAP/NG CONS/S TING OF GRASS ANO PARI(Agr TREES MAY Be 1A15TAG L ED W17WV-P. AW- -
WAYS ON LOCAL RES/OENT/AL STREETS N1/THOUr SEPARATE LANDS CAPE,,,4NS AL L OTHER TYPES OF
L ANOSC,4PI /G IN THESE AREAS a AL L L ANDSCAP/NG ON AL L OTHER S 7' S-SrTS SHA L R6,4V/RE ,SEPARATE
LANDSCAPE R1_ ANS. ALL L,4WhSL' Rmo ENCROACHMENTS &HAL C CONFORM TD R/ERS/oE CDU�(/T-'
"ST,4MOA/POS REL AT/11/G 777 THE ALCM/N/STRA7'10V 4c ZANDSC'AI,PE ENeRoACHhIENT3 ",OATEO .J(INE /9�J.
I5 AS OE TERM/NED BY riHE TRAM. D/RFC 7 -01T Jv THE DE1/AZIR /S RK5RGWS/BLE AS A ACMI Uif i0R
ROAD /MPROMEME4/TS rO CENTERL IME AND MAYBE REQU/RED TQ RECONS riWe'r EX/ST/NS M /E ENT
/NCC UD/NG BASE 8 �t ,47CH/NG 0Vk7R4AY REQU/REO TQ MEET Thi STRuCTUh'AG ST,QNpAROS roR
THE CU/yRENT ,SS/GNEO TRAICF/G /NQEX.
ENGINEERS NOTE
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETF RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONS7RUC770N OF THIS
PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT SE LIMITED TO NORMAL
WORK/NG HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND
HOLD THE OWNER AND THE ENG/NEER HARMLESS FROM ANY AND ALL LIABILITY,
REAL OR ALLEGED /N CONNECTION WITH THE PERFORMANCE OF WORK ON THIS,
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE OWNER OR ENGINEER 1
THE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND U77LMES OR STRUCTZIRES
SHOWN ON THESE PLANS ARE OBTAINED BY A D/L/GENT SEARCH OF AVAILABLE
RECORDS. THE CONTRACTOR /S REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES
TO PR07FCT THE UTILITIES SHOWN AND ANY OTHER LINE'S OR STRUCTURES NCT
SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY
DAMAGE TO THESE LINES OR STRUCTURES.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY
OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DESCREPANCIES
ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING
THE PLANS FOR APPROVAL BY THE COUNTY.
PPoWMrY OF
RIVFRS102 . tr..",A4'ry
. n, •.M
TPA "-I�', OORTAr
BENCHMARK D,ESCR/PT/ON U
d.0700T
ESS
grvr lc 7'' E, '-A 9M
Q '
ELEVATION: 1052.514 DATE 9---13-82 " 14 j ' -6740
RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 &112" BRAS --'
DISK /N CONCRETE CYLINDER. 3.4 MILES SOUTHEASTERN ON HWY. 79 FROM
THE INTERSECTION OF MAIN STREET AND FRONT STREET IN TEM COLA. AT
* *
SOUTHWEST CORNER OF THE INTERSECTION ON HWY. 79 AND MARGAR/TA
CIS `"
ROAD. 109' SOUTH OF THE STREET CENTER LINE OF HWY. 79. AT THE
CR1.� d
NORTHEAST FENCE CORNER OF 6' CHAIN LINK FENCE AROUND WELL S11E
9' SOUTH AND 2' EAST OF NORTHEAST FENCE CORNER. SET FIBERGLASS
WITNESS POST I' SOUTH OF MONUMENT.
RANPAC ENGINEERING CORP.
TRACT .23174 -4 SHEET N0.
CML ENG/NEER NO. 30266
27447 tet.= Cirolr wart �.
COUN'T'Y OF RIVERSID
.EXP J -J/ - 92
_
Tel (714) e70 -- 4024
SCHEDULE "
A oF� �H�.
SCALE: BENCH MARK: STREET IMPROVEMENT PLANS
..� F
A 5 5AIOAVN FILE NO,
SEE ABOVE TITLE . SHEET_ J
FOR T'RANSP 0RTA /ON DEPT
_
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