HomeMy WebLinkAboutBook 15 Page 726 Lot 9 Street Improvementp�+ _. ..www s. .x K. .. _ _ '
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,,,� TION, FOR AN ENCROACHMENT' PERMIT FOR AL1, WORK ON EXISTING
y `� �' Ass�0 4 ~ O �' COUNTY MAINTAINED ROAD$ , AND FOR UTILITY WORK WITHIN OFFERS
o o h ♦ ., of DEDICATION FOR PUBLIC USE
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j.K ♦ �` w �. �. :. SHALL BE IN 'LACE
� w ♦ �, w � �► � 4, ALL UNDERGROUND FACItITIES , KITH �,ATERALSi ,
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.� �V Q X o �. PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED
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.o I♦ O D Q ti TO THE FOLLOWING. SEWER, WATER, ELECTRIC, GAS AND DRAINAGE.
3 4 �,
URB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED
AND CONSTRUCTED ACCORDING TO COUNTlk
Y STANDARD NO. 207, AS
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7"Yp DIRECTED IN THE FIELD.
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�, 6, ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SAIL TESTS , w `' ' III N c,� -�. I /i% /. •39 2 i Wnow BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET
�,,,,, � / �.,�,.�,. SECTION REQUIREMENTS, USE STANDARD N0. 401 I�' EXPANSIVE ILS
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N -- --- --- ---- 7� o- �• a ARE ENCOUNTERED*
6 ._-----___ _ `� ♦ 1. 1 �' . ASPHALTIC EMULSION FOG SEAL) SHALL BE APPLIED NOT LESS THAN
P -R. 7th
$l S - -� N FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING
SAY - _____ _ _. ___ _-_____-�---�- g� q0 1 �
CoA
,� AND SHALL BE APPLIED AT A RATE OF (fir 0' GALLON PER- SQUARE
� --�— YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37,. 292
IP I AND 94 OF THE SPATE STANDARD SPECIFICATIONS.
Vq\ O 8. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES
w t4' -�- PRIOR TO STARTING CONSTRUC'T'ION OR
� AT LEAST TWO WORKING DAYS
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5 EXCAVATION.
�� ER THE DEVELOPER IS
a1 1 9. AS DETERMINED BY THE ROAD COMMISSIONER,
r. �• NDE-5rloAfA ;r.' a� [/ IV 7''"/7~/�'� `� q RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE
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�. �. �. A _ �. � _ _ .. -w -- -- -- 1 2 0 TONS AND MAY BE RE UIRED� TO RECONSTRUCT EXISTING, PAVEMENT, INCLUDING
y• � • .� :� � i • CONSTRUCT o . 36 1 A . c . OVER -- � -� � �- - - Q
�. _ .� .� .. _ .� - -- -� MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL
`1 Q OVER 1.00' A . B . ( CLAS 3 I I) -- -- - -- -� �~ - -- - -- � 150 Cly. Y BASE , AND �!A 4
0
D. N to STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX.
IF - R R.C.R.D. STD. N0. 204 336 L.F. � � � �
2 CONSTRUCT (TYPE " A G ") C AND G PER - �' �" `" �'
P O �
10. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE
0 INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT
EWAL 6" THICK PER R.C.R.D. STD. NO. 400 & 401-- - -� — -- - 1472 S.F. T PES OF LANDSCAPING IN
�I 3a )e1w 3 CONSTRUCT CONC. SID�. SEPARATE LANDSCAPE PLANS. ALL OTHERY
4 THESE AREAS►, AND ALL LANDSCAPING ON ALL OTHER STREETSHALL S
/0 2 CONSTRUCT CONC . DRIVEWAY APPROACH (6" THICK) PER R . C . R . D . STD . NO . 20 7-- - -� 3 7 4 5: F .
4 REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACH--
MENTS SHALL CONFORM TO RIVERSIDE COUNTY STANDARDS RELATING
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5 TRAFFIC DELINEATOR PER CAL. TRANS STD. A --74--A - - -- - -� -- - - -- E.A.
TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS RATED ,:••
w (TYPE F, CLASS I.)
JANUARY 1989.
i J WAY DOUBLE LINE PER CAL* TRANS STD . DET* N0. 21--' � - w -- � -0 380 L . F . �--- -- - - -
�.. v 6 RESTRIPE ROAD RIVERSIDE COUNTY ROAD EASEMENT CONSTRUCTION SECTION: (74) 781.2031
%SN�18S`r���� (714) 787-2032
SECTION 6 �� Si0 `',,. row oz- 041R,& Yl F97- •3I,0,E
Quo j �`�� 'e O� d 5
UNDERGROUND SERVICE ALERT 1(800)442-4133
t-- 1 S ?.a .� _ .. .. ." .. 40. .o �. .. .. .. "No 401 � �. �. � � .. .. .. .� .. 1800 3•. F. ��. �, �� Nr' 7"R�'�' % � i 37rq. METROPOLITAN WATER DISTRICT ( 213) 290-* ►432
n ► -�• 2 o od. Ov e� E VA r�ON Y 99.2. /d
� � � •�7`" U h► 7 A, C, REMOVAL AND REGRAD P-.,`�' H C, z ��� A ' . �) �, .
w ;%� , THE PRIVATE ENGINEER SIGNING THESE FLANS IS RESPONSIBLE FOR ASSURING THE ACCURACYovey z.IIIIIqy q BASIS OF BEARINGS
.� v,eQ. rri
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT Off` DISCREPANCIES ARISING � -r,
� ���- - THE BASIS OF BEARINGS FOR THIS PLAN IS THE CENTERLINE OF P�ON'P
3
f' v6warlo AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE ' - C,i1li!
.� :._...... F R DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY • ���' STREET AS SHOWN BY PM 113/$4--861 RECORD OF RIVERSIDE, COUNTY,
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77Y,PICAL SECT/ON
FRONT STREET
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STA. //f2500 ra STA. /¢+60.5
R/V. CO. STD. No. /04, SEc. A.
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REVISIONS:
APPROVED BY: U:w Lohr+Assocoi es
Land Planning Rancho California Incorporate714 676-6726
REGISTERED VEL ENGINEER NO.
DATE0 REGISTRA rIOM EXPIRES9-- Civil Engineering 28441 Rancho California Road, Suite R
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:a q-
-- Surve in Temecula CA 92390
N1111- WOMEN
APPROVED BY: SCALE: BENCH MARK:
HOR IZ : 1- 40 J 6 3, SEC. I,T. 8S., R . 3 W.
ERT 1 = 4� R I V. CO . 8 00 -- 7- 6 8, ADJ.1974
ADJUSTED E LEV 1005-651
,� / .w _� • •_ .. ^ . �--, - . - � - - DATE89 .
DA NOVN V
CITY OF TEMECULA
FRONT STREET �
S TA e 11 + 2 5.00— STA. 14+ 60. 50 of I SHEETS
MS— 3373 FiLE No.
W.O. FOR: C.L. PHARRI F.B.