HomeMy WebLinkAboutBook 15 Page 726 Lot 10 Street Improvement aAo ENG/NEER'S EST/MATE OF 0UANr1r1FS GENERA L NO TES �
ry ACe PAL//NG 10�5 TONS 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK
'QlW gG61ZEGy9TE DASE CCL..4S5 7L) 2°/Z C. 5/. AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM
' � )CD6 SEAL ¢¢ GRG,S; C/Ty OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF
i r•
RgNcHO 80� CONSTRUCTION.
7"YF�E �A'-Co' CU2/3 -if 6UTTE/2 STD. 200 291 L.F. PHONE (714) 694-6411
�, JD' ¢o P. C. C. 5'/40CG119LK 133¢ S.F.
78�5 s F.
� w �2EMDUE A.C. /-SAL//il/C� 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDA
�01 Z, �yIN� I � ,OR/C/EGVA�/ A�P20�9C,H STD. 207 l�u`�0 (/.'f. No. 816.
�
I 14 q R G. Z-N. GG G.F. r
`r'`�Vrig6o R� °4 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY
-r .3d A.C. �AV/N6 JrYFFT 61§HTII (Z2.400 1111YFN
GOk� PR�"JJ'UR6" G� EA. TRANPORTATION DEPARTMENT IMPROVEMENT STANDARDS ANO SPECIFICATIONS, DATED 1990,
ZZ E2 �•O le /96. y OPIUM � STANDARD 1001 COUNTY ORDINANCE No. 46.E AND SUBSEQUENT AMENDMENTS.
-� �10A3E GL9S9 /% A.C. PAYING SAIs/ CUT 449 L.F. 4, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER TO
d dd X R Za el YoA=O �� INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE
• • we oaf�- A.� oAl//NG o6R o/YZZS/S �- GRlGH BAJ/�/�G�B'/OOl W� T� � 6� No. 461 (TRACTS AND PARCEL MAPS ONLY) .
a �3 �i�� ''� '� `"' FEgTy�'R 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO
P. * . of
QOJ.S/TE:' 'yw� � 9 Hl�l. AC, pYG',{rGAY
r0 MATC�SI E',�j,��- Q���.M�NT THE CITY OF TEMEGULA ENG/NEE"RING OCPARTMrNT
FOR AN
>9 f166�YE6AlEBf�1EDRAFPROf/�0 EXIJ'T. lZ'Of I ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, AND FOR
J'EGECT i0TER/AG PBR r!D/G✓EN6/NEAR FAYEMENr 70 UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE.
� BE REMOPCP
TY,01CAL, STREET SECT/ON 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO
PAVING THE STREET SECTION INCLUDING, BUT N07 LIMITED TO , THE FOLLOWING.- SEWER,
MD,[7/F/ED COUNTY STl� NO. /D/ WATER, ELECTRIC, GAS, DRAINAGE.
V/C/N/T Y MAP r.i. 810 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED
N T• S SCALE : /" �/O� ACCORDING TO COUNTY STANDARD No. Z07 AS DIRECTED IN THE FIELD.
7'8S, i?.3w,, SEC. /3 8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY 0
CALIFORNIA DEPARTMENT Of TRANSPORTATION (CAL TRANS) FOR AN ENCROACHMENT PERMI T
FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF WAY.
9. ALL STREET SECTIONS ARE TENTATIVE, ADDITIONAL SOIL TEST SHALL BE TAKEN
AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE
STANDARD No. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED.
At 74°20139E 3�/•00' 20. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEEN
DAYS FOLLOWING PLACEMENT OF THE ASPHALTIC SURFACING AND SHALL BE APPLIED AT A
CONS TRUCT/ON NO TES RATE OF 0. 05 GALLONS PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFOAMTO
CALrRANS NOTES
' SECTIONS 37, 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS.
1. AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN IN OR NEAR THE
STATE RIGHT OF WAY. 11. PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADES IN EXCESS OF TEN PERCENT
v G?Z::' C[. .1I' AGC3REG.1TE ,C3vq�945 (9 0x) .
2. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO THE LATEST STATE
STANDARD PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE STATE'S REPRESENTATIVE O CD/UST2UCT TS�PC i9 - G "G111?&q ANO 12. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE No. 460.53.
(STANDARDS OTHER THEN STATE MUST BE PRE-APPROVED AND JUSTIFIED) . � Z
0 I GUTTEr2 �"FR ZITY OF TB�YIEGI/Gf!JYO. /f/0. 200. 13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET
3. NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT OF WAY. LIGHTING PLAN.
� O 1i15 rAL L P C.C. S/OEGVflL it PER G/TY OP
4. ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE TREATED FOR EROSION TfiiY16GlIGA J'TO.OK/6. Al, 400 f 4Dl/ GYi 'S0' 6Yi°70' 14. AS DETERMINED BY THE CITY ENGINEER, THE DEVELOPER IS RESPONSIBLE AS A
' � ' � MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCT
CONTROL (HYDROSEEDING OR EQUIVALENT, OR AS DIRECTED BY THE STATES
REPRESENTATIVE) . THE RESPONSIBILITY FOR MAINTAINING EROSION CONTROL WILL NOT BE � CO/U57/2UCT pR/UEl�L/AY f�Pf'ROFICH AJ' EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE
'` � STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX.
RELEASED UNTIL SEEDING IS WILL ESTABLISHED. THE CONTRACTOR WILL BE RESPONSIBLE ti 1 O n�" J'yDGVN.
FOR THE COST OF CALTRANS CLEANING ANY DRAINAGE STRUCTURES/CHANNELS WHICH HAVE ro
BECOME CLUTTERED WITH DEBRIS AND/OR SILT AS A RESULT OF, OR CAUSED BY, THE � ` I � /NSTALG ST/ZEET L/GyTS �E2 2/(l. CD. 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED
CONSTRUCTION PROJECT. WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS.
= O O � � O ,5Ti0. /VO• /OC►l �ZP,D00 GUMEN GOW Fif6JJ'UR�" ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER
5. ACCESS CONTROL ON THE FREEWAY WILL BE MAINTAINED AT ALL TIMES, I.E., THE O 0 m ; SO DI t1m �. STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS
WORK INSIDE THE STATE RIGHT OF WAY MUST BE FENCED OFF WITH NO ACCESS TO THE SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF
WORK AREA FROM THE FREEWAY. COMUIUW WINCrl&V X;W UG TUR�' PG"R /PC FC E LANDSCAPE ENCROACHMENTS" DATED DUNE, 1990.
6. NO FREEWAY RAMPS OR FREEWAY LANES MAY BE CLOSED OR OBSTRUCTED AT ANYTIME k10P J'TD NO. /
UNLESS SPECIFICALLY ALLOWED PER THE ENCROACHMENT PERMIT AND/OR AS DIRECTED BYF 1 1 � Q ��1� �� �` � . 16. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE
THE STATES REPRESENTATIVE. N � ��t� �c,cn1 ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF
`��`�`r DISCREPENCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE
-Ij \I **%7. ALL FENCE RELOCATIONED TO FACILITATE THE CONSTRUCTION �F THIS PROJECT � ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND
INSIDE THE STATE RIGHT OF WAY SHALL BE REPLACED WITH CL-6 FENCE AS SHOWN IN THE O O � 'T. Tl,,rp J'HA G� B� G O CA TE'D /iV REVISING THE PLANS FOR APPROVAL BY THE CITY. '
STATE'S STANDARD PLANS OR WITH A BLOCK WALL IN ACCORDANCE WITH ACCEPTABLE LOCAL RUP PRIOR TO CONXrifUCT/ON.
N �
AGENCY STANDARDS. a' �
0
8. WHERE TYPE CL-6 FENCE DOES NOT EXIST, THE STATE RIGHT OF WAY FENCE MUST BE d: � � NO rZCE rO CON TRA C TOR
UPGRADED TO TYPE CL-6 FENCE, AS SHOWN IN THE STANDARDS PLANS.
9. ALL STATE DRAINAGE STRUCTURES MUST FIRST BE COMPLETELY CLEANED OF DEBRIS � 1. SAFETY RESPONSIBILITY: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND.
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
AND/OR SILT BY THE CONTRACTOR PRIOR TO MAKING CONNECTION.
-. ;
� CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPER
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY STATE DRAINAGE � �D'ORA/�f/A6EBAJ'EiN6NT � THAT THIS REQUIREMENT SHALL APPLY CONTINOUSLY AND NOT BE LIMITED TO NORMAL
" __�__ _ ____ __ _ ___ ____ __ - --. _ _ _.,_.- ° WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, AND INDEMNIFY AND H040 THE
FACILITY WHICH IS CONNECTED TO OR DIRECTLY AFFECTED BY THE CONTRACTORS
__ ____ - - - o OWNER, THE CITY OF TEMECUL A AND THE ENGINEER HARMLESS FROM ANY AND ALL
OPERATION SHALL BE CLEAN AND OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE �
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
PERMIT WORK BY THE STATE. ADEQUATE CLEAN-OUTS AND ACCESS OPENINGS SHALL BE
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
PROVIDED IN ANY CONSTRUCTION WITHIN THE STATE'5 RIGHT OF WAY FOR FUTURE - - - THIS
. ... .... ..
................_J
OWNER, THE CITY OF TEMECULA, OR THE
MAINTENANCE AND REPAIR WORK AS NEEDED. THIS WORK SHALL BE FURNISHED AT NO COST
G
TO THE STATE. rr � 2. EXISTING UNDERGROUND STRUCTURES: THE EXISTENCE AND LOCATION OF ANY
11. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE 574' Zp'3�J"ti/ 277.53' S� UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THIS PLANS ARE
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE,
REFERENCED AND RESET PURSUANT TO THE BUSINESS AND PROFESSIONS CODE, SECTIONS �
8700 TO 8805 (LAND SURVEYOR'S ACT1 . 3D THERE ARE EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS
PROP. �SrORM GRAIN PAR PM. ZZ5/6 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ,
AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR
STRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR FURTHER ASSUMES ALL
LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND PIPES, CONDUITS, AND
STRUCTURES, SHOWN OR NOT SHOWN ON THESE DRAWING.
1NDjFX MA P
RK
NO TE1 4PPROK91 Of THEJ'�' oUNV By THE" Clrfl OR 1TV d6FNT7 J-63 SECT. 1, T 8 S, R 3 W, S.B.B.M - AT TEMECUI.A, RIVERSIDE COUNTY, ON MAIN
POorif NOT RFUrYC THE d?P416WNT AND ///f ENS/NiFCR FIVIV STREET AT A RES TA URA N T BUILDING THE FORMER FIRST NA TI ONA L BANK) IN THE
THE R�J'oDN�/B/G/TY FOR THG-' CORRECT/ON Of Ef11I0/?1kP Off NORTHEAST CONCRETE WALL, . A STANDARD DISC STAMPED " J-63 1927" AND SET
nService Alert �� : � OM/J'�'/ONE' 0/�'GOVG"RED DUR/NG CON�'TRUCT/ON. UPONRGQUEJ'T VERTICALLY. ADJUSTED ELEVATION IS 1005.651, ADJUSTED 1970 RIV. CO. 600-7-68.
l�ndergrou d J'C�9GE l �f0
THE ARX90PRIdTr PUN 1FCY1PdN4P JNAGG BE PRdHPUP
� Call: TOLL FREE J'UBM/TTED TO THE 01rY ENG/NfE�l� FORRTYIrAl 1N0
APPROI�AG. "
1 W800
422w4133
--------------
TWO WORKING DAYS BEFORE YOU DIG �
REMOYE AUIU/l1AT/G fGA� GATE /�f/LETF�?a/j1 GATGH BAJY�UU RECOMMENDED FOR SEAL SE r�"rt���''�'.��'��aj AP OVE BY DATE Za qi....
EET NO.
� . � � TO-wMAC ENGINEERING' C. U. P.CU �'
OUTLET. f J'EE J'ffEET Z 1 f APPROVAL
wt193o �+ ♦ LOTIO �LO�C� 39 TOWN.: 1'E�V"IiEC:UTA
_70? � DOUc3LA3 M. WART,DEPUTY CITY ENOIP. ER,C17Y �1F 7EMECU�A Main J t r ee 1 � � �
'��o' ��(���� ,R.C.E.NO. 3�284 EXP. DATE 6- 30-92CITY OF TEMECULA
���� �3_,;0 ,, Temecula , Co. 923-90 ( 714 ) 676 -* 5715 of ����SHTS.
.�� P � BY � �/•�r/�i s TREE T
PRE E DATE ImpRoV�7tilENT PLANS FILE NO.
DATE ° ti e",Op Ci'r "i SCALE E3ENCHMARK � TITL.E SHEEThe private engineer sign)ng these plans'is responsible/or assuring the accuracyand acceptability of the design hereon.In the event of discrepancies arising after DATE BY MARK APPR. DATE CHECKED BY ,,S�-.., _I �J � �i�`� -,�" � ��' -� AS NOTED
city approval or during construction,the private engineer shall be responsible
r determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS G/TY ''=�r� (j� (;�L,'��� ANTFWNY TERICH _ DATE S@2 QbOV@ FAR W.O. 2517
o y p DATE '�i�•��_ --... s 30 - 93 JUKE 1981 KA3HM�RE
the city. DESIGNED BY DRAWN BY CHECKED BY R.C.E. NO. 21914 EXP.DATE
Cjqj TRANS' OERI't/T flo. 0 8-W-6.41R.IJ 68
iao' u c. 40'V.&. q�w q�W
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� SAW CUT AND
PR/OR TD CONJ'TR UCT/ON. �RPR�IACH REMO VE R.C. 0 40 80 /20 /60
TWO WORKING DAYS BEFORE YOU DIG N,TSS I If t
3z � ,Y6YJOY6 �Id1DF1AT/G fGAolAIE/NGEI fRDMGA/�JBAJ/NY RECOMMENDED FOR SEAL S E��:� � -- ?a Z SHEET NO.
00lLET � 2 nPPaovn� '��i APPROVE - BY � DA7E C.U.P. NO. J
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f, ; 1. �1k � TO-MAC ENGINEERING
/,/� /�/�,.� _� (. �)�L\� DOVOLA9 M. 9T YAFT, D2P TY CITV ENOI NEER,CITf OF TENECULP 41934 Main Street�. CITY OF TEMECIJLA 2
fi r; ' ( ^i� �»' �I V"L � �Fi.GE.NO. 37254 EXP. DATE 6-30-92 Temecula , CA 92390 (714) 676-5715 STREET /MPROVEiNENT !'CANS OF�SHTS.
�� : , I''` � APPR ve aY �� DATE ���- FRONT STRLr E T FILE NO.
The p�ivafe engineer slgning these plans ls/e9pon9ible loi assuilny the accuracy DATE / •, � �/
andacceplabllilyollhe�aslgn hereon In the BVBntoldlswepancles aAsing ake/ CHECKED BY �^ �. ���. / /� � � SCALE HORIZ.� 1 - 40 BENCHMARK From S1O. gti fj.'�j.rj(� �0 (.3 t �1�..4�
DATE BY MARK APPR. DATE i
Illy app/oval of tluiing con3fiucllon,the pAvafe englnee/shall be responsible � ' �, / �•- �� VERT. � I"� 4
ror determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS G/TY DATE � AN7HOfW 7ERICH DATE SEE SHEET I FOR. W.O.
the c/ty DESIGNED BY DRAWN BY CHECKED BY ,/ R.C.E. NO. 21914 9-30-93 JULY, 1990 KA9HMERE 2$17
EXP.DATE
0W"AGTRANV PERMITN0. 08-9/•G-CD-lSGB .�