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1 1. ALL GRADING 9.L t'E PnP ORR IIr RCCORDA'I M WTTR TM !?,AW i. TRE SOURCE OF EXISTING AERIAL TOPOGRAPRY rB 10TMRIAL
r AND SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, SCIENCES, INC.
TC T010 OF curtrs LATEST EDITION, AS AMENDED BY ORDINANCE 457.
X77 2. ALL LIMITS OF CONSTRUCTION ARE CEN MUMT TAE AREAS ERCOMY SSM
RAO f F L.OW U W"_
7• >lAXIM01tI COT AND !'ILL SLOP= - 2:1. BY THE TOES OF THE FILL SLOPES AS SHOWN ON THESE DRAWINGS WITH
I PAD FNISHED THE EXCEPTION OF NECESSARY UTILITY RELOCATION. NO WORK SHALL
' I Ge Gf^1DEa QRe^1< 3- ALL GRADING SELL BEOOWE IIADER TFIL SurracIVISION OF X CCNPET'L!Pi' BE PERFORMED OUTSIDE OF THESE LIMITS_ WITHOUT THE OWNER'S PRIOR
4 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN CONSENT.
76 W5 WATER StJIMM CIVE PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT
�',r rte► �N ' MD. EP E )Ge CF ?w^VEmr= FOR ALL FILLS OVER 1' DEEP."r 3• CONSTRUCTION CONT CTU AGREES THAT IN ACCORDANCE WITH
e!` -► - e - > GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION
�� N _ , o •. - •` Ta TOP QF ^C SER M 4. A REGISTERED CIVIL ENGINEER SPIALL SpNPITT TO T" CITY II1GTEIIt, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE
;. _ �� r :� • CITY OF TEMECULA, WRITTEN CERTIFICATION OF COMPLETION OF ROUGH RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS
• .. ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY
'' VEL LfNE LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
_ CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY,
TA
S. FINAL COMPACTION REPORT WILL IM REQUIRED FOR ALL FILLS GREATER AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL
1?RD.�I�CT THAN ONE FOOT. LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE
OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE
CLASS NeK CONCRE-M 9. ALL GRADING SPALL BE DONE IN CONFOOMCE WITH RECOMMENDIT.E.0113 SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
OF THE PRELIMINARY SOILS INVESTIGATION BY
PROJECT NO. DATED 4. IINDERGROUlQD UTILITIES WERE FLATTED FROM RECORD INFORMATION
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO PROVIDED BY THE UTILITY COMPANIES AND MUST BE FIELD VERIFIED
R>wvo
=11=m CURB & GUTTER QIETAIL THE ENCa INEEM I NCG DEPARTMENT WHICH SHALL INCLUDE BEFORE START OF CONSTRUCTION.
Ott
aFOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT
• _ 11AR+C>!t0 "f611 A10 WA. N-T.S. GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS 6. THE CONTRACTOR IS REQUIRED TO TARE MM PRECAUTIONARY liPEASURES
' OF THE PRELIMINARY SOILS REPORT. TO PROTECT AND MAINTAIN THE UTILITY LINES SHOWN AND ANY OTHERS
NOT OF RECORD OR NOT SHOWN ON THOSE DRAWINGS.
7. THE CONTRACTOR SHALL NOTIFY THE CIT! OP TEMECULA 43172
BUSINESS PARK DR. , TEMECULA, CALIFORNIA, TELEPHONE NO. 694- 6s. THE CONTRACTOR SE30LL INSTALL AND MAINTAIN TEMPORARY FACILITIES
Co400 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AS NECESSARY IN ORDER TO PROVIDE CONTINUOUS UTILITY SERVICE TO
AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED ALL PROPERTIES.
PRIOR TO BUILDING PERMIT FINAL INSPECTION) FOP, ERGN t_oT.
M 9• UPON COMPLETION OF EACH DAY'S WORK, THE CONTRACTOR SRALL BE
S. COT SLOPES EQUAL TO OR GREATER THAN J ' IN VERTTCAL ]FIGHT AND RESPONSIBLE FOR LEAVING THE (PORK AREA FREE OF HAZARDS AND
• /dP `M FILL SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL PROVIDE ALL NECESSARY TEMPORARY SIGNS, WARNING DEVICES,
-JJ AN
SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE D BARRICADES. TEMPORARY ACCESS IS TO HE PROVIDED FOR ALL
N SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ADJACENT RESIDENCES AND BUSINESSES DURING NON-CONSTRUCTION
e Imo' ORDINANCE NUMBER 457 PRIOR TO THE APPROVAL OF FINAL
' f ' • ' - HOURS.
INSPECTION.
Cu� �icek;e=
8. THE CONTRACTOR SHALL CONTACT SERVICE ALERT 48
V1C11V11 r' MAP
9. NO FILL SMALL BE PZR0M OR &XISTING CROUND UNTIL ITE GROUND HOURS PRIOR TO BEGINNING CONSTRUCTION.
wT.s- • ' AC rYM*T. HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER
DELETERIOIIS MATERIAL. 9. THE CONTRACT SHALL COMPLY WITH THE REQUIREMENTS OF TETE
' • � ENCROACHMENT PERMIT ISSUED BY THE CITY OF TEMECULA, 48 HOURS
• •`` • '' 10. DURING ROUGH GRADING OPERATIONS MM PRjL TO CONSTRUCTTON OF PRIOR TO BEGINNING CONSTRUCTION THE CITY OF TEMECULA SHALL BE
1 PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL
NOTIFIED BY CALLED (714) 694- 400.
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
ADJACENT PROPERTIES. 11% THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE KETROD OF
PROTECTING EXISTING ELECTRICAL POLES AND GUY AIRES FROM
11. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED SOUTHERN CALIFORNIA EDISON COMPANY PRIOR TO BEGINNING
1011 METHODS. CONSTRUCTION.
12• ALL =ISTING DRAINACE COORM 011 TETE pRWEC.T BITE MUST 11. A PALEONTOLOGIST SHALL BE ON SITE FOR THE ENTIRE CMTM
28 GLA55 M BN CC11�fCRET1c CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. OPERATION. THE PALEONTOLOGIST WILL BE AUTHORIZED TO DIVERT
!S" CONC. CURB GAILY DETAIL PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE AND DIRECT GRADING OPERATIONS TO FACILITATE THE EVALUATION
USED TO PROTECT ADJOINING PROPERTIES DURING GRADING AND, IF NECESSARY THE SALVAGE OF EXPOSED FOSSILS. THE PROJECT
OPERATIONS. PROPONENT WILL PAY FOR THE ANALYSIS OF ANY FOSSIL FINDS AND
SUBSEQUENT REPORT PREPARATION AND CURATION.
_ 13. A REGISTERED CIVIL ENGINEER OR LICENSED LAUD SURVEYOR SHALL
VRQTES
SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE
FRONA 12.7754 SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT -
./ TO 0% 6D TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH
�7
JOIry RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
NO CIB"STF1 UCTIOW OF R-OM PLAI N5 OR IVA7U$w^L Wwr&-IR cZxM SftS
614ALL. 125E PERMITTE0.
2
i CONSTRUCTION NOTES UNIT QUANTITY
3"A.C. PAVEMENT c>veg Zo" A.S CL. IM S.F. 41 DO
CONST. loll CoNC- CURS GUTTER LF 15-] P& TNG Nmn
3 C OrJST 4" caJC CURB 4 ON1-Y �'- L F ISG ®EOFORO CMAML NY
4 RE-JOVE EXIST. COW- G10EWALK 5F I200 1. !lI1RI1RUlIi PARKING LOT CRUDE STALL BE 1�.
IRS7156 SINGLE OAK DRIVE
EXISTWCj WATER 'SllRrAC_E a REm0VF_ EXIST' -rRem CA. 15
pANCf■f0 CALf1=0RN1A9 CA. 8`2390
CO 1:kEMe2VM EXIST CP4)SG GiLIT E-M SF 12ro Z• AN APPROVED SOIL STERILIZER SHALL BE USED UN ALL SU'HGRREM
SURFACES PRIOR TO PLACEMENT OF PAVING. �7 7 4] 878�564'f
� RE MoYE LaXI ST. GONG. GU#�8 4., GLITTER LF t 2O -
8 9EMOVE7 F-XIST CONC. CLIM5 ONLY LF 258 S. ASPHALTIC EMULSION (FOG SEAL) SEMLL BE AP LIED Nor I"s TH"
9
FOURTTEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND REr�pVE ex1ST'. p�.�EMENT 5F 3��o SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD, OEVELOPER Z
O REMOve7 ExlsT McNwxjer4T 1N^LL E4 I ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF
• I 1 I RELCa[„ATE EXIST: TM_>E 1=1-lO0 E- PED Ems► 2
THE STATE STANDARD SPECIFICATIONS. ■EOFORO OEVELOPMENT C01VfPANY
12 ReL.cac.A-r� lacrs�- 1RRIC-s�.Z'JQhI -SYSTEM LS LS 4. TTHE SLA DIE�R OR CONTRACTOR SIMM APPLY TO TAE CI'T4 of "987ISS SINGLE OAK ORIVE
Ev-; mG,�pri•. FQpS AN ENCROACHMGNT PE'F;MtT R7pt
P�o'r'TaM ELEYn't'fOrV AI_l_ WORK WITHIN GIT PPll1a4F9 _
�Q WAY.
RANCHO CALIFORNIA CA.- 88390
1 T� 125E Y�1 R I F I E p PRIOR EARTHWORK S. TWO SPECIAL INSPECTIONS ARE REQUIRED BY THE -1c}�,r„>'N�R►>v� a
Tb CONSTRUCTION RAV! GUT GY 354= DEPARTMENT. ONE INSPECTION AT THE TIME THE BASE IS 07143 878-6841
PLACED AND THE SECOND WHEN THE A.C. HAS BEEN PLACED.
RAvY F 1 L-L- 2 5W 6. THE CONTRACTOR SHALL BE FOR THE cLraRnrG OF THE
W T I T I ES 1j�C 1VOT TiEFLEC_T R I N R 1Jra51 UE I.1G� OR ANY
8 E CTI O N A A E VA ID U 1 efl LS I PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING
UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO
NTS _ BEGINNING OF CONSTRUCTION AT (714) 694-6400.
7. A C0I4PAMON REPORT BY A SOILS ENGINEER gHALL CERTIFT 93%
2' :L/29' man DISE rx cme. . C umm arxmim T-II-al COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND
Mr THE NORTR COR. OF THE UT. OF R IMI CALIFORNIA - W1 UM Xft '!rM PLACEMENT OF ASPHALT PAVING.
- ROAD. 56 ' N.W. OF RANCBD CALIFOMA ROAD, 110 ' 19. OE 1111. ROAD,
29 ' N. OF FIRE HYLIRUff,, AT THE EAST EDGE OF A SX 1S' BLASE FOR A
Underground Service Alert 3.5 ' z 129 (RANCHO PROPER= REAL ESTATE) SIGN. RLEV. 1028. 387
• mgms CF mmm3 G5
Cal: TOLL FREE
VM CENTMaMM or R7sRM0FM IMI is II 51"M`241
1 -800 PH 17454 (MAP BOOK 114, PAGES 4-9 INCLU LVE) .
422-4133 - A.P.1V.
TWO WORKING DAYS BEFORE YOU DIG
®23-590-00'!3
RECOMMENDED FOR SEAL SEAL PREPARED BY
7APPROVAL APPROVE BY DATE 5 CITY O F TEMECULA SHEET NO.
�oQROFESSI�,�+( 1114 -- N'm MMIN11e a FLAWI e -
��°' %k ��,,,�,,,, PRECISE GIRAO1NO PLAN
0 WRY 40066 COUNTY CRNTER DRIVE SUITS 120 1
R.C.E.No._4Z6 EXP.GATE TSUNCULA. CA 92300 TRACT N O. 23992
041836 `714 878-8226 FAX (714) 878-7978 -� 3/31/92 OF SHTS
+� 4 PREP BY GATE 8--9/ INFORMATION CENTER
. The priveb engineer signing these plans la reeponalbls lore assuring the accuracy DATE FILE NO.
and acceptability of the design heron.in the event of discrepancies arising alter DAA BY MARK APPR. DATE CHECKED BY �'t ' SCALE DRIVEWAY R E L O C A T 1 O N
county approval or during construction,the private engineer shall be responsible F OF CAUf� A s =MOWN B E N C H MA R K
1br determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY 1`•F M. RU Dict
jft county. DATE DATE FOR W.O.
DESIGNED BY DRAWN BY CHECKED Y1991..
R.C.E.NO. 4l l"a EXP.DATE 3-3 I -92 APRIL 411E AwavE
R 78-090.10
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t
/ CONSTRUC ION IYOTEF LINE DATA
I VIA.C- FAVEM NT OVEn v" A.B. GL. U N. 41`44'4V" E . -73-00' %\ \�
2 GONST. !e" IJC. GU RS GUTT'EP� Tp►,� 2 t.l- 21��Co'23't E . 15.000' '
3 C.0"ST. `" c M c. CURB Cwt I`Y C6�.,� HE 3 W. 31'4G' S5"w_ 115.OG � F� �
/ 4- EbvE EXI T. CONN. c 1cIcW�K I °0'91L
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1REMOVE EX ST. GONE. cL1RB OML-Y / T +' F,. •q o° s o
9 REMoYE EXI _ P�VE=-7M r4T SSE VIVEZ ROAD STREST PLANE � s
b 1:t mcrvl� EX T. "6N LJ M m r4-r vv^L-L Zn�c ./ at,
CURB RETURNS, SIDEWALKS AND CROSS �.
I � A�J1..15T IST. TELEI�HONE Pip TO GRP�.E GUTTER CONSTRUCTION ' / •E'ri
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CURVE DAT
cj L
d=85'57' ZZ" R=G3-OCA' L= 54.51' T= 58.'70• - (�
Q W 214:-8465-3'401 " R=49.oo L=72.25' T=44.53
.' 3 ,A=83048 15 A=35.od L-51- 14b' = 31.41 �`►� l
4 �= 12e 1� 20" 8=18.00 L.= IG.77 T. 8.42`
: 5a=&-705-2'-ZD' Cb - 4.G0' --- - -
tl R= 3. T= 2-20 / 0 TRANZI ARID
Q JOIN EXISTING PRIVA N. • P ��/
V J �o O= 52 53 18 R=9G.00 L=88.G2 T=47.75 T E 33
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3a 8 p 130 a4 R- 54 C L -62.40 =3G.C� BEGIN TR AN$M0ty S� b.. �• _
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9 d - 844 0( R-1482-54: L-225 = 11321 PRIVATE DRIVEWAY - ROG
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422-4133
TWO WORKM DAYS BEFORE YOU DIG
RANCHO �i UM' 'LANO' C"!ff LW'
RECOMMENDED FOR SEAL SEAL PREPARED sr
APPROVAL APP- VE BY DATE S_ CITY OF T E M E C U L A SHEET NO.
�O fRpFESSlOA� l NB
1�
OWRY 40Yt6 COUNTY CHNTrvs su�tT o PRECISE GRADING PLAN
041836 R.C.E.No. 87 t s EXP.DATE `��LL RNI 878- =2s F" (71 a) res-7o7e TRACT NO. 23992 2
EW 3/31/92 INFORMATION CENTER OF SHT&
�•prtvate engineer ao�o}Nees plans is resportalbte to►aaaurinp tt►a accuracy DATE " * P R E PA R DATE - ,
'� ryil ' A/j FILE NO.
and acceptability of the design hereon./n Ms event of discrepancies orisJng atter DATE BY MARK PR. DATE CHECKED BY •/ ��/ SCALE 1• :�, BENCHMARK D R 1 V E W A Y R E L O C A T 1 O N
county approval or during conatructiory the private engineer shall be responsible if Of CAI�f�
for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY
the county. DATE -TO—HQRU D!fJ DATE �JEE �JI'•'1EET ' FOR W.O.
DESIGNED BY DRAWN BY CHECKED BY
R.C.E.NO.-41656 M.
DATE-�-3 1-72 APRIL 19.14
R76-ODO.107