HomeMy WebLinkAboutBook 15 Page 726 Lot 1-2 Street Improvement n fi
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30` 3®' GENERAL NO rES:
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1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING .OF THE
, � PROPOSED WORK AREA, AND RELOCATION OF ALL EXISTING UTILITIES
Va PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT
�. W -� LEAST 24 HOURS PRIOR TO BEGINNING OF CONSTRUCTION.
s� waG� zsAA1 GLEAN Cur
o �QnQ AND 6VERLAI I @ ® Wd PHONE (714) 787-2031 .
,Oa'w/DE FE�Th'Eh' ® 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO
QFoo 6 �'� COUNTY STANDARD No . B 16.
�- x NATUAgL 6�NJA(� C{c1Qt3d cur2� �KI�T 9.C. PRV6M�lVr �grUR�c G�COUrvD
�� P1QlECj"
9/7E ,_,+, = �/=7 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE
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COUNTY ROAD DEPARTMENT IMPROVEMENT STANDARD AND SPECIFICATIONS,
(NJ7A6L 026' ' OF A.G. P4VCHENT
QUER 1.Q5 OF 06,0,P IT gG02�Og7E aRs� DATED /980, 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
g� REQUIRED BY RIVERSIDE COUNTY ORDINANCE No. 641 .
5. IT SHALL BE THE RESPONSIBILTY OF THE DEVELOPER OR CONTRACTOR
Per Riv Co. Std 212TO APPLY TO THE RIVERSIDE COUNTY ROAD DEPARTMENT, PERMIT
SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING
scale ® 1 ® COUNTY MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS
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OF DEDICATION FOR PUBLIC USE.
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6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE
PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED
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no scale TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, :DRAINAGE.
Sectl®n 12
7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED
785. AND CONSTRUCTED ACCORDING TO COUNTY STANDARD No. 207 „
AS DIRECTED IN THE FIELD.
B. IT SHALL BE THE RESPONSIBILTY OF THE DEVELOPER OR CONTRACTOR
�d 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 TEST
�
BE TAKEN AFTER ROUGH GRADING TO DETERMINE THEEXACT STREET
0, SECTION REQUIREMENTS. USE STANDARD No. 401 IF EXPANSIVE
�Q SOILS ARE ENCOUNTERED.
® 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN
FOURTEEN DAYS FOLLOWING PLACEMENT .OF THE ASPHALT SURFACING
,d SAND SHALL BE APPLIED ATA RATE OF 0.05 GALLONPERSQUARE
YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39
' AND 40 OF THE STATE STANDARD SPECIFICATIONS.
�- f 1. NYBrALL Srl?6,fr TREES /N AffOROANCE 641/7/I pR0/NRNCE N0. a6,0 53.
E-Nal w Is rl OF 011r/n ® 12. 'r,q5 4ETERA9/NEOY T
9HROAD
E,. . CO�1f//_1U/ONES, THE OE"UE
� LO�'ER /a
aNpONS we /Ve lN/AIU� FOR ROD I�PRo11,! W lrg TO CENTERG/N`-E
A.C. PA VING sq. � 5.25 TDN� 4CONRCMEU/,QFoREsUT exlgrixG pAynNEN >/vc
AGGQCGRTE134P6- 280 dQ. Tf 21. 17 TANS EUO/11/6 O15E AD ' a
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�19F rr1111Y6' DliE4'Cr9Y Re0,111 'ED TO DEET , Tf✓�` $TR- `
FOG c��RC 9.5 GACLOIII roc r
,STRNDAh'UD FOR THE CURRENT �a'S°/Cs'/Y�-c� fir A«/G'` //)'d EX:'
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0/� TON RIP- OAP Z �Q.%� /1". ON1 Y LA/1/09, P//Y6 C0N5/5T//YO Cr G/t'A5'6' A/YD PH.9/s,�Y9Y T.PE65' �s?AY
//y5T°9CLED /v/rN/N' 4wej !'Y-1,K6' ON LOCAL FF6'1,OENT/RL ST/�EET�
P.C. C. J'II0E W46 L 765' &O.FT118 W ,wirHour �E,®aRArle- Z4A09C1A?vE AZ41116' ALL o4,yE•f 70crg OF 61.'N429-
P. C. C. DRI fl Y PPI�0RC1I 2 '.FF c��iNG �N rNEs� ArrE�s, ANv ALL L.'9NoseApiNc` ory ALL orh� 5_
srR6'�r5' Swwz Re6mgE SEPHR�9TE C9A0gc p6 PL91167. AGG
`Th'h%FF/C DE'L/NEATO� '< � �/ • LAND�'CA�/NG E/YCROAGNiYI�'NTS' SiYF✓[L �ON�'O/r'•t� TO R/UE�'S/DE'
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CDAUCTE 21930AI GU T772C 6'WIDE x 40 'LO/V&) 240 PO.F7
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S.y�LL OF
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BASIS OF BEARING
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CONS rRUlC r ION NO rE� ��. � N �� �o �i � P�� R�co,�®moo Sel��6-jr Na BENCHMARK
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C'AL®,� iV/,� T14O POST OFFICE 06PING C 01RU / 7 -P EJ'CA87Y
INDEX MAPCONSTRUCT A.C. IDE P02770/V OF TYE NC/f COIVJ'UGT,q T FFIC ) AF R
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,� .�. DE,D.�n� .�C. �D1kE aAnND �.L, .a, S ��!Aa�� .�O.N .T.�REVISION ��. APPROVED n TO — MAC ENGINEERING
NEERIV G. ,.
16 0 PLOT PLAN 9810
41934 Main Street
2 _ ASPHALT CURS GUTTER �' SI D�GJAL K ��.s ��:�: ���!' R�.. � ! ! „
�5 UILT ASP C . _ _ . _.�...._.��...��� � _._.-..-.�_..� ,
DATE- _ CITY OF TEMECULA
_.. .n GIT TI E 9 3o ss Terrtecul® ®: 9239® x`76- 5765
APPROVED BY. ,. � SCALE:
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BEMARK: op, CSF' SHEEIE
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FOR THE CITY ENGINEE HL E a
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-=114�!W7_ al- all? `96�?Ilyd' REVIS16NS.- f AbDtD A.C. D19 AM A.P. SIMMY -8N TivPIN L APPROVED BY, 001 T0' — MAC ENGINEERING
PLG'TGSO`PLA14 9
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STREET SEMON
------- A 193A
V-0),q U,-7-T- Main S tre'et
AS BUILT rM T C Gr 0CWn L I? L ENGINEER NO. 21914
Y WA
DATE: C%IT OF ��' T ME
REGISTRATION EXPIRES 9-30-89 Temecula , Ca 92390 676- r%71r%
'IF x I& ra"lly
11/�� ay 7
APPROVED BY: SCALE: BENCH MARK-
OF SHEETS
I"= 40' horiz.
see sheet I FILE NO.,�
FOR TH ITY EN IN ER-_ I"= 4' vert.
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3
00
'DA:TE AUGUST 11988 W,O� 2294 F B.
CUL17
e CITY OF E NA,E
DATE, FOR� DAVIS
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