HomeMy WebLinkAboutBook 15 Page 726 Lot 19-22 Street Improvement n, ` �vr`•'•.r wS - #n°�4:^.� rV' sg di e. ' 5T"9a ..S xe"N!rm'",.?,',<..'riVa � ��i��� MrG�l2k',us'.' inG3«a-u� ..U.a �N'. K�: �.v'`:i4'/� ,'.^�rvuEL�MrNn4Srn E,A.��'%.e\ r'F4 bY" �i'� 5`'A',. v&k>4,�, q
GENERAL WrES
13. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY 1 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE
TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL PROPOSED WORK AREA, AND RELOCATION,, OF ALL EXISTING UTILITIES
RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. PERMITTEE MUST INFORM COUNTY OF CNSTFUCTIQN SCHEDULE AT
ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND LEAST 24 HOURS PRIOR TO BEGINNING OF., IgQNSTfRUCTTON.
ALL LANDSCAPING ON ALL OTHER STREETS SHALL REQUIRE PHONE (714) 275-6790
SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACH-
2.2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS COIF ORMING TO
�®
MENTS SHALL CONFORM TO RIVERSIDE COUNTY STANDARDS COUNTY STANDARD No . 816.
RELATING TO THE ADMINISTRATION OF LANDSCAPE EN-
CROACHMENTS DATED JANUARY 1989. 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS O,F TH,f� RIVERSIDE
COUNTY ROAD DEPTCOM461ANDSUBSEQUENT AMENDMENTS
DATED 19BB, COUNTYORDINANENo
O
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY
REQUIRED NBYIRIVERSIDEACOUNTYEORDINANCE LINE
�N1IJMENTS AS
5. IT SHALL E THE TO APPLY BO THE RIVERSIDEICOUNILTY TY ROAD F THE DDEPARTMENT, PERMER OR IT
CTOR
®�P�� 5�1E
r ��' SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING
A A, 4G° , �R COUNTY MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS
p�PD QN4p0 OF DEDICATION FOR PUBLIC USE.
`� • 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BEN PLACE
PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED
69,�� ®®f� TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, DRAINAGE.
/ x
ST1 Al
7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED
AND CONSTRUCTED ACCORDING TO COUNTY STANDARD No . 206
AS DIRECTED IN THE FIELD. `
C/7 a
/
B. IT SHALL BE THE RESPONSIBILTY 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.
no
9. ALL STREET SECTIONS ARE TENTATIVE, ADDITIONAL SOIL TEST MAY
T.,5 S., R. 3 W SE'CTIDN I2
° BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET
SECTION REQUIREMENTS. USE STANDARD No. 401 IF EXPANSIVE
SOILS ARE ENCOUNTERED.
;
1q.C, AgVEMIEVT 7.S TOHs
AfGQEGgTE 1B Cry 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN
GGD d FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT' SURFACING
FO XF4L 3 GR (Y / > ; , / AND SHALL BE APPLIED AT A RATE OF 0.05 GALLON PER SQUARE
rtr
C D/kE 44 t.F. P� ��� YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39
APPROACH e E4CH co `��
SQ FT AND 40 OF THE STATE STANDARD SPECIFICATIONS.
Z4 ' DQIVEM
REMOVE A.C. PAVEMENT
11. PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS
OF TEN PERCENT (10%) .
12. AS DETERMINED BY THE ROAD 'COMMISSIONER, THE DEVELOPER
n � ,IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO
G
CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCT EXISTING '
�.
PAVEMENT, INCLUDING BASE , AND MATCHING OVERLAY REQUIRED
5 TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT
G�`GRP ASSIGNED TRAFFIC INDEX.
RIW
R/UV
64'
30' 30,
2D' + 20 ,
� Q®
SA _Uff
OVERLAY
EXIT(1VEVEN MIN. PER RAY
.l3 � °
2.671° ro
®® d.70% TO 4.13/° 0.(l �
D! IAISTQLZ 0°7L A.C. PAVIA16 OVEN' /-0 496R61697-6 � 71r7,7115_71i
,
rrXIST[NG
A.G, PA•VEME 7 MTA U
O.2G' OF
0 COWTRUCT A. C. DACE ' PER 21 UM) CDU
cf'TANDA 1? . ITY
A00 pAOF AMQE047BATE
T.1. ® 7. CLASS
® CONMUCT MICZET6 HIVEWAY APPROR614
PER 21 VE1 SIDE COVAITY J'TD. 206
BASIS OFBEAM-NG No Seale
THE CENTERLINE OF MAIN STREET, BEING N 44°30'31"E
PER RECORDED SURVEY NO. 96-IBI ON FILE IN THE
OFFICE OF THE COUNTY f7ECORDE17 OF ImlEgsIDE
CDUNT Y, CAL IFORN/A.
Scale 1 20
BENCHMARK
O 5 10 15 Z® q�
J-63 SEC. 1, T.8 S., R.3 W., S.B.M.- AT TEMECULA, RIV. CO. ON
I MAIN ,,ST., 100' SOUTH ACROSS THE STREET FROM THE FORMER POST
SCLC L 11.1 FEST ' OFFICEBUILDING (CIRCA 1979 - PRESENTLY A PORTION OF THE RANCHO
CONSULTANT NATIONAL_ 6ANK) LIN) AT A THE NORTHEASTNT CONCRETE (THE FO
WALL } i f FIRST�
I` .5� NO,RTHWEST
OF THE EAST CORNER OF A DOOR COLUMN AT THE EAST CORNER OF THE
BUILDING 2.3' ABOVE THE FIRST CONCRETE STEP, A STANDARD DISC
i STAMPED "J-63 1927" AND SET VERTICALLY. ADJUSTED ELEVATION
NOTE THE PRIVATE ENGINEER SIGNIN THESE PLANS' 1S RESPONSIBLE FOR A URING THE * 1005.651. ADJUSTED 1970 RIVERSIDE COUNTY 600-7-68.
ACCURACY OF DE 1 IV AND ACCEPTS /L/T Y OF THE FORK SIE EON. IN THE EVC1V T OF -
& TEMPORARY BENCHMARK: AT THE CENTERLINE INTERSECTION OF YNEZ RD.
DISCRE17WNCIE5 ARISING AFTER MINTY APPRDVAL OR DUIRIN6 CDN TRUCRON, THE
AND WINCHESTER ROAD - STATE HWY. 79, FLUSH ON THE PAVEMENT NEXT
PRIVATE ENGINEER SHALL ERESPONSIBLE FDR DETERMINING AN ACCEM LC' SDLUTIDIY TOA 2" BRASS DISC MARK "CALIFORNIA DEPARTMENT OF TRANSPORTATIQN
AND REVISING TIME PLANS FDR APPROM BY THE COUNTY. z. 219 EZ - WINCH. " P.
G.[. 1`��� (� tea' YN INC I ° ELEV. 1053.18
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RE ISIONSro 'APPROVES BY � TO-MAC ENGINEERING
PLOT PLAN 10,605
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41934 Main Street
� CITY 0 T ECULA
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DATE:
DATE 2 -27-89 `. . 2359I, FOR:
TO-MAG ENG.
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