HomeMy WebLinkAboutTract Map 22916 Street Improvement CED 88 - 3
R/W R/w
110'
TRACT 22916 8 22915 - 3
88'
8' 8' 8' 12' 14' 9' 9' 11' 12' 8' 6 6'
C I TY CE TEMECULA
PRnP- IMP- PFR f7FQ RR-3
15' 20' 20'
17
2
EXIST. PER AD 19
2., . - - - - _ �-- - - - - - - - -
._ _• • ..o. _---- - _ - - - - - - - _- —_ -- STREET IMPROVEMENT P
to °a � TR. 22716-2
6 2 21 T.I. = 8.5
TR. 22716-4
14 BUTTERF I ELD STAGE ROAD -� VIA JA TR. 22716
SCALE 1 "= 10 ' ` /
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TR. 22715
R/W R/W % VIA VISTANA Rpq p
loo•
76'
38' 38' TR, 22915
(20 ) 1
8' 8' 8' 12' 12'(20') 112' 12' a, 0 I'lA BA14
EXISTING GROUND � 1
PROF. IMF PER CFD 81-5 EXIST. IMP. B AD 159 PROP. IMP PER CFD 8 EXISTING GROUND 3 TRACT 22915-1 M,q
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TRACT 22915- 3
TRACT 22915- 2
CONSTRUCTION NOTES •, ,
r
COST
NOTE• ITEMS TO BE CONSTRUCTED OR INSTALLED dp aft
NUMBER TR. 22916 -1 ,
STREETTRACT 22916-2
V►A REINA •
I ROADWAY EXe,AVATIOtJ
2 CONSTRUCT 0.33 ' A. C. WITH SEAL COAT OVER 1 .38 ' A. B. CLASS 2 ♦ /
6 CONSTRUCT CONCRETE CURB ✓li GUTTER TYPE "A-6" (6" C. F. ) PER CITY STD. 200
TRACT 22916- 3
T CONSTRUCT CONCRETE CURB g GUTTER TYPE "A-8" (8" C. F. ) PER CITY STD. 201
10 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY STD. 401 `% • R'
,� � ,gyp•
Q)4 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. V,
15 ADJUST MANHOLE TO GRADE / TRACT 22916
Cw
16 CONSTRUCT 6" A.C. DIKE PER CITY STD. NO. 211
l
21 CONSTRUCT 0.33' A.C. WITH SEAL COAT OVER 1 .30 ' A.B. CLASS 2
C22 CONSTRUCT A.C. DIKE RETURN TRANSITION FROM 8" TO 6" DIKE FACE
23 REMOVE ExISTI W C-, A.C. F5E FZM _— Irk �
24 � LEGEND :
CONSTRUCT,25 A.C. MAT
.90�/US T TO O.,e9oE
CAIS FANO � PROPOSED A.C. PAVING
NOTICE TO CONTRACTORS CALIFORNIA COUNCIL OF CIVIL ENGINEERSIS LAND SURVEYORS \_�B
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORD4NCE WITH GENERALLY =
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION C"CTOR WILL BE _ 4ft MW -- \
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE = - _-
SHOWN ON THESE PLANS. CONDITIONS DURING THE COURSE OF CONSTRUCTION OF E PROJECT. INCLUDING AZ �i
SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS R QUIREMEN SHALL BE CONSTRUCTION NOTES CONTI N UEtJ
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO MADE TO APPL(CONTINUOSLY AND NOT BE LIMITED TO RMALWORKING HOURS V�
PROTECT THE UTILITY LINES SHOWN AND OTHER LINES NOT OF RECORD OR NOT AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY ANDRELOCATE EX I ST- 151&W PER C.O.T. STD OW&. NO. 404
SHOWN ON THESE PLANS. HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL 1 090 Zl REMOVE EXIST. DEI-WeATOP-G
OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE 0 WORK ON THIS PROJECT, EXP.3-31-96
J' Q Z6 RELOCATE EXIST, R.C,W.D. APPURTENANCE PER R.C,W.D. STD, RW-I (AS NOTED)
EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFE-r �,9 CI y`�, � 32 CONSTRUCT CONIC. ACCESS RAMP PER ICRY STD. 402.
SIONAL. OF- CALF g CONST. 8" A.C. DIKE PER CITY STD. N0. 211 CONSTRUCT CONC. CROSS GUTTER 116' WIDE) PER CITY STD. 209A 6 2096,
3 CONSTRUCT CONIC. DRIVEWAY APPROACH PER CITY STD. 207A (W- 301
31 INSTALL 3" P.V.C. DRAIN PIPE
BASIS OF BEARINGS BENCH MARK REV I S I ONS: DESCRIPTION APP'D DATE PREPARED UNDER T S ER S N Robert Be i n,Wi I I i om Frost S Associates Q Q SHEET
RIVERSIDE COUNTY BENCHMARK T-29-81 PROFESSIONAL ENGINEERS,PLAMERS i SURVEYORS CFD 8 8—3
THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTER- 1-112* BRASS DISK IN CONC. CYLINDER LOCATED FROM THE INTERSECTION REGISTERED CIVIL I NEER N0. 43090 (T 14) we-out
sig COX MOVE,[. au e-eo.t u71 mcaKA, C.A. ago I
LINE OF RANCHO VISTA ROAD AS SHOWN ON PARCEL MAP OF FRONT ST. AND RANCHO CALIFORNIA ROAD,1.8 MILES N.E. ON DATE: Z Z MICHAEL A. TYLMA XP. DATE: 3/31/9G TRACT 22916 a 22915-3
W. 22514 RECORDED IN BOOK 145, PAGES 80 THROUGH 85 RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA SCALE: BENCH MARK: CITY OF TEMECULA
OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF ROAD AND MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION APPROVED BY:
RIVERSIDE COUNTY,CAL I FORN I A,BE I NG N850-35'-00'E I ' E. OF A 7' CHA I NL I NK FENCE, 21 ' X 16' AROUND 60 CAL I F. GAS M AS SHOWN SEE LEFT HEREON STREET I M P R O V E M E N T PLANS of 7 SHEETS
VALVES, 40' N. OF P.P., 94' N. OF THE CENTERLINE OF RANCHO DOUGLAS W. STEWART R.C.E. 37254
CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MONUMENT. DEPUTY CITY ENGINEER EXP.6/30/� DATE: TITLE SHEET
FILE NO.
ADJ. DATE: 9-13-82 ELEV. 1128.410 DATE: 16 �Z Z CITY OF TEMECULA 1-1- 92.
J . N. 24871
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PRO/fSS+UNAI E�t►+EIRS P,APOIFtIS L SUaVFK•aS CITY OF TEMECULA
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DATE: 1i CITY OF TEMECULA DATE 2-7- 97- W-O. FOR C05TA//V .144WE6 F •.
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