HomeMy WebLinkAboutTract Map 22916 Street Improvement (Meadows Parkway)GENERAL NOTES
I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROP-
OSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES.
PERMITTEE MUST INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48
HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE (714) 694-6411.
2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY
STANDARD NO. 816.
3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY
ROAD DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED
1988, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS.
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE
ENGINEER, TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY
RIVERSIDE COUNTY ORDINANCE NO.461 (TRACTS AND PARCEL MAPS ONLY).
5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO
APPLY TO THE CITY OF TEMECULA ENGINEERING DEPARTMENT, PERMIT
SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING CITY
MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION
FOR PUBLIC USE.
6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR
TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE
FOLLOWING: SEWER, WATER, ELECTRIC, GAS, DRAINAGE.
7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CON-
STRUCTED ACCORDING TO COUNTY STANDARD NO. 206, AS DIRECTED IN THE
FIELD.
8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO
APPLY TO CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN
ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT
OF WAY.
9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE
TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION
REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNT-
ERED.
10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOUR-
TEEN (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND
SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQUAPE YARD. ASPHAL-
TIC EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE
STANDARD SPECIFICATIONS.
11. PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADES IN EXCESS OF TEN
PERCENT.
12. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460.53.
13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED
STREET L I GHT I WZ PLAN.
14. AS DETERMINED BY THE CITY ENGINEER, THE DEVELOPER IS RESPONSIBLE AS
A MINIMUM FOR ROAD IMPROVEMENTS TO CENTER LINE AND MAY BE REQUIRED
TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING
OVERLAY REQUIRED TO MEET STRUCTURAL STANDARDS FOR THE CURRENT
ASSIGNED TRAFFIC INDEX.
15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE
INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEP-
ARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE
AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS SHALL REQUIRE SEP-
ARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM
TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF
LANDSCAPE ENCROACHMENTS" DATED JANUARY 1989.
16. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-
4133 AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION.
17. PURSUANT TO THE CITY OF TEMECULA ORDINANCE NO. 90-12, THE DEVELOPER
SHALL INSTALL ALL REQUIRED CABLE T.V. FACILITIES.
18. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION.
UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUB-
MITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
UNDERGROUND STRUCTURES
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND
THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE
LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH
IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDER -
S I GNED HARMLESS FOR ANY DAMAGE RESULTING FROM THE EX I STANCE OF UNDERGROUND
UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON
THE PUBLIC RECORDS EXAMINED. LOCATED AT VARIANCE WITH THAT REPORTED OR SHO-
WN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTION-
ARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER
UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS RES-
PONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED
BEFORE STARTING WORK.
BAM OF BEARNG6 BENCH MARK
THE KAR I Nis$ SH IIIN HEIEON ARE BASED UPON THE NORTH-
EASTERLY
EASTERLY L I NE OF THE RANCHO TEWCULA AS SHOMI ON TRACT
NO. 3N3, F I ELD IN BOOK 63, PAGES I THROW 35 OF YAPS
IN THE OFFICE OF THE COIMTY RECORDER OF R I ITERS IDE COIMTY,
BEINR N47.41 'O3"W.
TEMECULA
STREET IMPROVEMENT PLANS
NEADONS PARKWAY
N
�v w 20
n�2�►
Z ROYALE BIRKDALE DR,
cA�,F RD • I I
-i
MEAD ows
�, VINEYARp SHEE qi
` O CALF • RD • p,VENUE
RANCH
Asp•
Np, 2
INDEX MAP
SCALE: I" = 150'
EARTHWORK QUANTITY ESTIMATE
452 0 C.Y. CUT
8770 C.Y. FILL
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE 00-F-%/
FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF y, A.
THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING
AFTER CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE] _
ENGINEER SHALL BE (RESPONSIBLE FOR DETERMINING AN ACCEPT- NO.
ABLE SOLUTION AND (REVISING THE PLANS FOR APPROVAL BY THE # EXP.3M
—96
CITY. CI V 1\-��
OF' SAE
=INTY OF R I ITERS I DE B.Y. N0. T-29-81
1 1/2• BRASS DISC IN COW. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST.
AND RANICHD CALIFORNIA ROAD, 1.8 MILES N.E. ON WINCHD CALIFORNIA ROAD
TO THE INTERSECTION OF RANCID CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.W.
CORNER OF THE INTERSECTION I ' E. OF A T' CHAINL INT( FENCE, 21' x 16'
ARM 30. CALIF. GAS HALVES, 410' N. OF P.P. (Na. BI 04' N. OF THE CENTERLINE
OF RANCHO CALIFORNIA NO. FIBERGLASS WITNESS POST SET I' W. OF M NtIENT.
ADJ. DATE: 9-13-82 ELEV. 11128.410
REVISIONS:
n
LEGEND
STOP SIGN
t STREET NAME SIGN
SHEET NO. 3
R/W
Kim -
PROJECT SITE
R/W
6-=6'
11
CITY OF TEMECULA STANDARD NO. 101
FULL WIDTH MEADOWS PARKWAY
FOR 1/2 WIDTH CONSTRUCTION PER THESE PLANS SEE
SECTION "A -A" ON SHEET NO. 2
STREET LIGHT, 120V,
�-C 55W, L.P.S.V., 8,000 L.U.
BARRICADE
�- CATCH BASIN
DRIVE APPROACH
PREPARED UDDER
I
TO SAN DIEGO
PROJECTED TOWNSH I P 7 S, RANGE 2W, SECT 1 ON 28, 29, 32. 33
SAN BERNARDINO BASELINE AND MERIDIAN
VICINITY MAP
NOT TO SCALE
SHEET INDEX
1. GENERAL NOTES, LOCATION MHAP,INDEX MAP,
CONSTRUCTION NOTES AND QUANTITIES
STREET (MPR. O VEMENTS
2. MEADOWS PARKWAY FROM STA. 213+88 TO STA. 220+00
3. MEADOWS PARKWAY FROM STA. 220+00 TO STA. 230+13
MEADOWS PARKWAY
PRELIMINARY "R" VALUE = 50, T. 1.=7.5
CONSTRUCTION NOTES & QUANTITY ESTIMATE
NOT'I ITEMS TO BE CONSTRUCTED OR INSTALLED
STREET
CONSTRUCT 0.45' A.C. WITH SEAL COAT OVER 0.90' A.B. CLASS 2 39,000 S.F. A.C.
39,000 S.F. A.B.
2 CONSTRUCT TYPE A-8 CURB & GUTTER PER C.O.T. STD. NO. 201
3 INSTALL2kCp' REDWOOD HEADER
4 CONSTRUCT DRIVEWAY APPROACH PER C.O.T. STD. NO. 207
5 SAW CUT AND REMOVE EXISTING A.C. PAVEMENT
6 RELOCATE EXISTING BARRICADE
7 REMOVE TRAFFIC WARNING SIGN
8 REMOVE EXISTING CHAIN LINK FENCE
CONSTRUCT BROW DITCH PER DETAIL ON SHT.
CONSTRUCT TOE DITCH PER DETAIL ON SHT. 3
,,,INSTALL 6x6'% I /4 TON RIP -RAP , 3' DEEP
REGISTERED CIVIL MINEER NO. 43090
DATE: 2- MICHAEL A. TYLMAI DATE: 3/31/96
APPROVED BYI
RAYMOND A. CASEY R.C.E. 41880
PRINCIPAL ENGINEER EXP. 3/31/96
DATE: CITY OF TEMECULA
Robert &ir„I•illiau Prost & Associates
MWESSIONAL ENCINEEMPLANKRS i SURVEYORS
UP s SIAM GR MIR, SU179 21110, lU[QLA. G. 111 a
n1u ore -am
SCALE: BENCH MARK:
HORIZ. AS SHOWN
VERT., I SEE LEFT HEREON
DATE:
CITY OF TEMECULA
MEADOWS PARKWAY
STREET IMPROVEMENT PLANS
TITLE SHEET 21
QUANTITY I UNIT
1264 1 TONS
1300
C.Y.
1638
L.F.
1629
L.F.
I
EA.
828
S. F.
I
EA.
I
EA.
200
L.F.
295
L.F.
12 1 C.Y
SHEET
1
OF 3 SHEETS
FILE NO.
J. N. 28301
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1300.00'
384.02'
193.42'
—(A)
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16055'31"
1262.00'
372.79'
187.76'
49
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GRAPHIC SCALE CONSTRUCTION NOTES
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11 0 10 2030 40 80 120 160 PROPOSED PER TRACT
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OCT 2 7 1992
PREPARED UNDER THE S EP.V 10
9t7& -,l 'Beill,%rilham 9%st 6& C��� CITY OF TEMECULA
PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS
REGISTEREDENAEER NO, 43090 28765 SINGLE OAK DRIVE, SUITE 250, TEECULA, CALIFORNIA 92590
DATE: 417 MICHAEL AN EW, 3 /31/9 6 (714) 676- 804M2 STREET IMPROVEMENT PLANS 2—
DRAWN SCALE APPROVED BY: SCALE: BENCH MARK:
ADEL CASAO 1- = 40' HORIZ. 1"=40' MEADOWS PARKWAY OF 3 SHEETS
JO� �U R DATE BY DESCRIPTION APP'D. DATE - VERT. 1 "=4'
G�HiNeEgLANC 3MBER RAYMOND A. CASEY R.C.E. 41880 SEE SHEET NO. I FILE NO.
CHECKED DATE R E V I S 10 N S DATE: PRINCIPAL ENGINEER EXP. 3/31/96 DATE OCT. 1992 FROM STA. 213+88.60 TO STA. 220+00.00
CITY OF TEMECULA
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CONSTRUCTION NOTES
... 7-11
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JI/
.........r —r /,Aj
� ( � O CONSTRUCT TYPE A-8 C a G PER C.O.T. STD. NO. 201
5066
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INSTALL 2"x6" REDWOOD HEADER
N f`Is
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T. X 09
CURVE DATA
NO.
REFERENCE
�
R
L
T
A)
STREET t
36046'59"
1200.00'
770.38'
398.99'
E'LY CURB
36046'59"
1238.00'
794.78'
411.62-
APPROVED BY:
RAYMOND A. CASEY R.C.C. 41330
DATE: PRINCIPAL ENGINEER EXP, 3/31/96
CITY OF TEMECULA
QCONSTRUCT TOE DITCH CH PER DETAIL AIL I Nib SHEET
MEADOWS PARKWAY'%'I
2 , ,f I I INSTALL 6'x6'x 1/4 TON RIP -RAP
ILL
CITY OF TEMECULA
STREET IMPROVEMENT PLANS 3
MEADOWS PARKWAY OF 3 SHEETS
FROM STA, 220+00.00 TO STA, 230+13.00 FILE NO.
J. N. 2 83 01
PREPARED UNDER THE Sy? RVI IN
REGISTERED CI11VI ENGI ER NO. 43090
DATE: Lobefqllm. -MICHAEL A. TYLMANE .3/31/96
9tbW cBciij,%r11&m 9%& 6& ��iatcs
PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS
28765 SINGLE OAK DRIVE, SUITE 250, TEMECULA. CALIFORNIA 92590
(714) 676-8042
APPROVED BY:
RAYMOND A. CASEY R.C.C. 41330
DATE: PRINCIPAL ENGINEER EXP, 3/31/96
CITY OF TEMECULA
SCALE:
HORIZ. 1"=40'
VERT. 1 "=4'
BENCH MARK:
SEE SHEET NO. I
kyWN
CASAO
SCALE
1 40'
�IVED
0 BLANC
10p N18MBER
S13 I
DATE
By
DESCRIPTION
DATE
CHECKED
DATE
R E V I S 1 0 N S
DATE OCT. 1992
CITY OF TEMECULA
STREET IMPROVEMENT PLANS 3
MEADOWS PARKWAY OF 3 SHEETS
FROM STA, 220+00.00 TO STA, 230+13.00 FILE NO.
J. N. 2 83 01