HomeMy WebLinkAboutLot 2 Precise Grading • i
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PRECISE GRADING PLAN - PLOT PLAN
.� TRACT NO ,
26861
26.5' 21.5'
5' -5� 16' 16' 5-51 CITY OF TEMECULA
cut
FIM SURFACE 5
3' U.E.
I
- I
LEVEL CU T I
-LEGEND
1.5' ROUGH GRADE LINE IJNI-t
TRY
TYPICAL SECTION c
ARBAouN GLEN
'WAY T.C. TOP OF CURB
PRIVATE STREETS ?LOW LIME
� -
HEATHER WAY ARBOR LANE CLOVER LANE F.S- Firm SURFACE
NO SCALE
CLOY" { E.P. VDGE OF PA�E�IT
LANE
PAD >tIM51F1 PAD ELEVATION
1 i I F.F. F" FLOOR E"TM
G.F. GARAGE FLOOR ELEVATION
1
r
i DIRECTION OF DRAINAGE
1 j
1 1050 PROPOSED CXIRTOUR
3 —1 SHEET 4
• , _ , 2:1 SLOPE (UNLESS 0 fWRWME
_ 1
1 D.F. DEEP FOOTING
Lw
1
toll
TYKE "C" CUAW PM
COUNTY STANDARD ND. 202
�AR�E
ROLLED CURB DETAIL
1 -
NO SCALE 1
s 3 INDEX MAP F
SCALE: I" - 100'
UNAUTHORIZED CHANGtt rs
-& —US
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL
CHANGES TO THE PLANS MUST BE IN RR 1 T I NG AND WYST BE APPROVE) BY THE
PREPARER OF THESE PLANS.
-EART14WORK OUANTITIES OWNER/DEVELOPER LEGAL DESCRIPTION
C-AlWMMA ROAD
A PORTION OF PARCEL 2 OF PARCEL MAP NO. 18993, PEOPM tN 90r�C
134. PAGES 13 THROUGH 18 OF PARCEL MAPS. 1 N R I VERS IDE COUNTY,
Raw CUT O C.Y. PRESLEY OF SAN DIEGO
15090 AVENUE OF SCIENCE CALIFORNIA-
SUITE 201 _ '
/V
SAN DIEGO, CA. 92128 -ENGINEERS NOTE
451 —6300 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AMO tD11PLEfE
619
A FILL 649000
C Y / RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE or {
Z • CONSTRUCTION 1�T THIS REQU IEREMENTNSHA II APNG PLYYETOFCONTINUOUSLY No
NOT
BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENG I NEER HARMLESS FRW
RO SOILS ENGINEER ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CON ECT I ON WITH THE
- PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER,
GEO—SOILS, INC. THE EXISTENCE AND LOCAT 1 ON OF ANY UNDERGROUND UTILITIES ON
5741 PALMER WAY STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEA" �
C AR LSB AD, CA. 92008- OF AVAILABLE RECORDS. THE CONTRACTOR IS REQU I RED TO TAKE ALL
e SfA PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANT OTHER
TE 79 61 9/438—31 55 L I NES OR STRUCTURES NOT SHOWN ON THESE PLANS AND 1,5 RESPONS I BLE FOR
THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
i
SITE
SOURCE OF TBENCHMARK DESCRIPTION
ELEVATION: 1052.514 DATE_ 0-13-82
Underground Service Alert R I VERS i DE COUNTY DES I GNAT I ON: T-2-81 STAMPED ON 2 t 112" BRASS D 1 SK
IN CONCRETE CYLINDER. 3.4 MILES SOUTHEASTERLY ON MY. 79 FROM THE
SAN LO AERIAL SURVEYS INTERSECTION OF MAIN STREET AND FRONT STREET IN TEMECULA. AT
CaW- TOLL FREE 4875 VIE WR I D GE AVENUE SOUTHWEST CORNER OF T'HE INTERSECTION OF HWY. 79 AND MARGARITA ROAD.
VICIMITY MAP 109' SOUTH OF THE STREET CENTER LINE OF HWY. 79 AT THE NORTHEAST
SAN D I EGO, C A. 9 212 3—186 7 EN
1 800 FENCE CORNER OF 6• CHA I N L 1 NK FENCE AROUND WELL S 1 TE. 9' SOUTH AND
619/565-1024
422-4133 NO SCALE 2 EAST OF NORTHEAST FENCE CORNER.
Twe IMF ARK MC! in m y s mrow "M Olt! t
B.C. r REIT/SED BLOQ. TYPEB f+/T8. ¢ • r r now
"� LI��� —r�T�7R
RECOMMENDED FOR SEAL CITY r�cr�
Nq APP OVED BY Q1 DATE - TRACT N0. 26$61
ADDED TYP. LOT GRADIA10 DETAIL PLAN APPROVAL � (/,Q / CROSBY Engineers Planners - Surveyors SHEET No.AND TYP_ COND DL'T•41L N ET - MEAD 5650 El Camino Real, Suite 200CITY OF TEMECULA T PAGNOL INC ENGINEER,CITYor TEMECULAa. PLOT PLAN
�A953 R.C.E. No EXP. DATE r�s-sl-N BENTON Carlsbad, California 92009
PREPARED UNDER THE DATE 3 & ABBOCIATse (619) 438 - 1210 PRECISE GRADING,, PLAN of
the pr+ivote coquet s7nirq these plans is respensrble Ao► alluring the accuracy DATE l C I S E R VISI N OF FILE No. i 1
and occeptobAity or the design hereon An the event or discrepancies arisiv oft DATE BY MARK PPR. DATE ' CIVIL ' SCALE
city epprorol or duri+nq construction, the privote enyrn— shall be respons6le CHECKED BY lF �� T — 2 — $1 ELEV. = 1052,514
of oa as shown BENCHMARK TITLE SHEE ,
for d•terminkng ew acceptable solution and revising the plans for approval by ENGINEER REVISIONS CITY CAl1� ALEXANDER W. UR ART FOR W.O.
the city DESIGNED BY DRAWN BY CHECKED BY DATE 1�
R.C.E. No 30958 nt. DATE 3-31-96 DATE - 7 - 92
SCRIPT1t7N ON SHEET NO. 1
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GENERAL NOTES G_R A UNG Nu ��t
1 . THE CONTRACTOR SHO.!L C` ."--3FC S 1 EiLt VOR THE CLEAR 1 NG OF THE 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE.
PROPOSED WORK AREA AND RELOCATION COSTS OF ALL EXISTING CHAPTER 70, AS AMENDED BY ORDINANCE 457.
UTILITIES.. PERMITTEE MUST INFORM THE CITY OF CONSTRUCTION
SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE -1x.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE
PHONE (714) 694-6411 CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL
SLOPES.
2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO B'MlM. (TYP.)
COUNTY STANDARD NO. 816. 3. MAX I MUlM CUT AND FILL SLOPE - 2: 1 .
3- ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE 4. PROVIDE 5' WIDE BY 1 ' HI GH BERM OR EQUIVALENT ALONG THE TOP • 3' AVI
COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND OF ALL FILL SLOPES OVER 5' H 1 GH. - _ rp,X,y�N t 0 7f Am aF4
SPECIFICATIONS, DATED OCT. 11 , 1990, COUNTY ORDINANCE N0. 461 1�t�XM�, h ga oil A/Ax-
AND SUBSEQUENT AMENDMENTS. 5. ALL GRADING SHALL BE DONE JINDER THE SUPERVISION OF A COMPETENT
SOILS ENG I NEER WHO SHALL C RT I FY THAT ALL FILL HAS BEEN MD &f)"7/0N PAA ELfYATld/r
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE PROPERLY PLACED AND WHO SHkLL SUBMIT A FINAL COMPACTION REPORT
ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED FOR ALL FILLS OVER 1 ' DEEP.
BY R I VERS I DE COUNTY ORDINANCE NO. 461. SECT/ON ,q
6. A REGISTERED CIVIL ENGINESHALL SUBMIT TO THE CITY OF
/VO J"ZZ
TEMECULA'S ENGINEERING DEP RTMENT WRITTEN CERTIFICATION OF
5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR COMPLETION OF ROJC, , GRADI IN ACCORDANCE WITH THE APPROVED
TO APPLY TO THE CITY OF TEMECILA ENGINEERING DEPARTMENT FOR GRADING PLAN PRIOR TO ISSU NCE OF THE BUILDING PERMIT.
AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING CITY CERTIFICATION SHALL BE TO INE, GRADE, ELEVATION AND LOCATION
MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS OF OF CUT FILL $LOPES.
DEDICATION FOR PUBLIC USE.
7. PROVIDE A BROW DITCH, DESI >ED TO HANDLE 100 YR. Q STORM
6 . ALL UNDERGROUND FAC I L I T 1 ES, WITH LATERALS, SHALL BE IN PLACE FLO} , ALONG TOP OF CUT SL
PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED Q
TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, DRAINAGE. 8. FINAL COMPACTION REPORT WI L BE REOUIRED FOR ALL FILLS GREATER z
THAN ONE FOOT.
7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED ANDGID
CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 9. ALL GRADING SHALL BE DONE I N CONFORMANCE WITH RECOMMENDATIONS wl m
207, AS DIRECTED IN THE FIELD. OF THE PRELIMINARY SOILS I STIGATION BY GEOSOILS, INC. cr�N
DATED MARCH 6, 1 90 TWO SE 1•S OF THE F I NAL 1 Pyo p:
8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING ,rte
TO APPLY TO CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) DEPARTMENT WHICH SHALL INC LIE FOUNDATION DESIGN
FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE RECOMMENDATIONS AND CERTIF CATION THAT GRADING HAS BEEN DONE (1.0%)
STATE RIGHT-OF-WAY. IN CONFORMANCE WITH THE RE OMMENDATIONS OF THE PRELIMINARY
SOILS REPORT.
9. ALL STREET SECT I CNNS ARE TENTATIVE. ADDITIONAL SOILS TESTS SHALL XSIDEAMAL Wl"r
BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET 10. THE CONTRACTOR SHALL NOTIF THE ENGINEERING DEPARTMENT AT ENVELOPE T
SECTION REOU 1 REbENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS LEAST 24 HOURS IN ADVANCE QUESTING F 1 N I SH LOT (RADE AND SECTION KB
ARE ENCOUNTERED. DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR
TO BUILDING PERMIT F I NAL I CT I ON FOR EACH LOT. NO SCALE
10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN PHONE: (714) 694-6 11
FOURTEEN ( 14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT
SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLON PER 11 . (xJT SLOPES EQUAL TO OR GRE TER THAN 5' IN VERTICAL HEIGHT AND r t--- - -
SQUARF YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, FILL SLOPES EOUAL TO OR GR ATER THAN 3' IN VERTICAL HEIGHT _6
39 ANC► 94 OF THE STATE STANDARD SPECIFICATIONS. SHALL BE PLANTED WITH GRAS OR GROUND COVER TO PROTECT THELT
SLOPE FROM EROS ICNN AND INS rABILITY IN ACCORDANCE WITH W 11 . PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADES IN EXCESS CE TEN ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. R I I
PERCENT. QQ L_ 0 1 21. 89'
tu
12. NO F 1 LL SHALL BE PLACED ON EXISTING GROUND UNLIT I L THE GROUND plc �, i 53 18 3
12. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460.53. HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER Q _r
DELETERIOUS MATERIAL. ��JJ� r 4. ,413- STREET LIGHTS SHALL 8! INSTALLED IN ACCORDANIC WITH THE VQ
APPROVED STREET LIGHTING PLAN. -13. IF STEEP SLOPING TERRAIN CURS UPON WHICH FILL IS TO BE th I
PLACED, IT MUST BE CLEARED KEYED, AND BENCHED INTO FIRM W INJI I
14. AS DETERMINED BY THE CITY ENG I NEER, THE DEVELOPER IS NATURAL SOIL FOR FULL SUPT T. PREPARATION SHALL BE APPROVED t ? 1100%
RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE BY A REGISTERED ENGINEER OR TO PLACEMENT OF FILL MATERIAL. 1 tiI-0,0/0 ��
AND MAY BE REQU I RED TO RECONSTRUCT EXISTING PAVEMENT.
INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE 14. DURING ROUGH GRADING OPERA IONS AND PRIOR TO CONSTRUCTION OF _ >;STRUCTURAL STANDARDS FOF THE CURRENT ASSIGNED TRAFFIC INDEX, PERMANENT DRAINAGE STRUCT S TEMPORARY DRAINAGE CONTROL �-COMMON A�PFA = ti �� �
SHOULD BE PROV I DED TO PREVENT PONDING WATER AND DAMAGE TO EXCLUSIVE PRIV,47T Orkr FASF.IYIENT
15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE ADJACENT PROPERTIES.
INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT wrw 01l-A40- V FA•
SEPARATE LANDSCAPE PLANS. ALL U"IILR TYPES OF LANDSCAPING IN 15. DUST SHALL BE CONTROLLED 8 WATERING OR OTHER APPROVED
THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS SHALL METHODS• TYPICAL OORIf�OMI1V�UM LAYOUT SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING AL E
ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS 16. ALL EX 1 ST I MG DRAINAGE LA
N THE PROJECT SITE MUST �C SECTION c
RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" CONTINUE TO FUNCTION, ESPEY DURING STORM GONDITIOBIS.DATED JANUARY 1989. PROTECT1VE MEASURES AND TERY DRAINAGE PROVISIONS k UST BE NO SCALEUSED TO PROTECT ADJOININGRTIES DURING GRADING
16. PURSUANT TO THE CITY OF TEMECU>LA ORDINANCE NO. 90-12, THE OPERATIONS.
DEVELOPER SHALL INSTALL ALL REQUIRED CABLE TV FACILITIES.
17. STABILITY CALCULATIONS WIT14 A FACTOR OF AT LEAST ONE AND FIVE-
17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT TENTHS ( 1 .5) SHALL 19E SUBMITTED BY A SOILS ENGINEER TO THE
RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN
FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING VERTICAL HEIGHT. :S•+_0e' .�
CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS
SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW 18. A REGISTERED CIVIL ENGI OR LICENSED LAND SURVEYOR SHALL
AND APPROVAL. SUBMIT CERTIFICATION CE BU LDING PAD ELEVATION. WHERE ,
SPECIFIC ELEVATIONS ARE RE IRED. THE ELEVATION (WITH RESPECT S/.4 r-
TO MEAN SEA LEVEL) SHALL GIVEN. I F AN ELEVATION WITH '"-_-- (
2' 25 DO?�
RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED, THE ACTUAL PLAN I
D I STANCE ABOVE THE ADJACEN GROUND SHALL BE GIVEN. ri
p• PL AN 3
PAD = 51.2
19. EROSION CONTROL: ALL GRA SLOPES SHALL BE PLANTED WITH f f =51-7 wOo PLAN 2 �►D =51-s y a
M O M FF =52.1
ROSEA ICE PLANT AT 12" ON TERS OR ANOTHER APPROVED GROUND �+ f•Irl/N ^ AN 4
COVER. SLOPES OVER 15' IN VERT I CAL HEIGHT. IN ADDITION TO 1' M1J1! p PAD = 51.4 �
GROUND COVER, SHALL BE PLA TED WITH APPROVED TREES, SHRUBS, 4' M. ti+ : � '" 4 �R � Mie PAD-516
OR COMBINATION THEREOF. S. S SHALL BE PLANTED AT 10' ON _
FF ISP•' _ ` $` FF=S2./ p
CENTERS; TREES, 20 ON CENTER; COMBINATIONS, 15 ON CENTERS. o , Ty _ - _ V 1A
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT -- ! A
IRRIGATION SYSTEMS WITH BA LOW PREVENTION DEVILS PER O �
U.P.C.; CHAPTER 10.R. o • * •
20.' FINISH GRADE SHALL BE SL AWAY FROM ALL EXTERIOR WALLS AT
NOT LEES THAN 1/2* PER FOO FOR A MINIMUM OF 3 FEET. s GF z 51.4 6F c : 51.6 GF 8516
1. _ -
21 - NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL N
BE PERMITTED.
o 4. 2D 83
h n o M 25.00
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
PRIOR TO COMMENCEMENT OF A14Y CONSTRUCTION/GRADING.
Underground Service Alert
23. PURSUANT TO THE CITY OF TE CULA ORDINANCE NO. 90-12, THE
DEVELOPER SHALL INSTALL AL REQUIRED CABLE TV FACILITIES. w G. �0� �0`- {�0 L' � �0-
Call.
CCall. TOLL FREE 24. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT
PRL I EVE THEE CoORRREA�ONNAOF AND i SDR ENGINEER
i SS i ONS D I SCOVERED DURTHE RESPONSIBILITY
NG I TY TYPICAL L 0 T GRAD/NG
i-800 CONSTRUCTION. UPON REQUES , THE APPROPRIATE PLAN REVISIONS M r
422-4133 SHALL BE PROMPTLY SUBM I TTE TO THE CITY ENG I NEER FOR REV I Ew SCALE= ! =20
AND APPROVAL.
TWO WORK NO DAYS E70RE YOU 010 L D9Q-09 7G
ac- ADDED PRODUCT PLAN-4 7YO/egLC0M90 1A11&16 U RECOMMENDED FOR SEAL uTY Esso �'' TRACT N0. 26861 SHEET NO.
cgrovr APPROVAL SE Qac - N�! AP _ VES BY G� DATE 3ROGBY Engineers Planners Surveyors
OR �' PGy`1�' 0' E_�D 5650 El Camino Real, Suite 200 CITY OF TEMECULA 2
>r :►AaNOL P 1PAL ENsIN R,CITY or TEMEcvLA e PLOT PLAN
Q R.C.E. NO. 421W3 EXP. DATE 3-31-99 BENTON Carlsbad, CBa.ornia 92006
No 30958 PREPARED UNDER THE pAh & "80CIALTaa (619) 438 - 1210 PRECISE GRADING PLAN of
DAA Exp. 3-31-96 S (SIO _ nLE wo.
The private engineer signing these pkns is responsible faor assuring the occuracy * *
and occeptobAity of the design hereon b+ the event of d`screponciei arising oh DATE BY MARK APPR. DATE CHECKED BY ff CIVIL
IVI` ,gyp SCALE - BENCHMARK T - 2 - 81 ELEV. - 1052.514 NOTES & DETAILS
city approve/ or during construction, the private engineer ehoff be respon.T'Ve ,q ` - ---- --
for determining an occeptobfe solution and revising the plans for approval by ENGINEER REVISIONSCITY PATE lE OF cgliALEXANDER W. UROUHART DATE SEE DESCRIPTION ON SHEET NO. 1 FOR W.O.
the city DESIGNED BY DRAWN BY CHECKED BY
R.c.E. No�30958 Ext. pATt: 3-3t-96 - 7 - 92
J.N. 225-25 D
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O CAL ANS PERIGIIT NO. 0® 90-6-CO- 1456
two wo�Me ttra Wraw ym as Wo K MOOLFICATI N RIDE 10 9440-00 t
CALL: t• 20'
30B.C. RU-//O CHANGED Tt7 PSV 414 • RECOMAENDED FOR SEAL «n► SE '� DATE �'�"9 S CROSBY En • • � W
U-113 -•• CNAMGED 70 '� 4A APPROVAL Qaof Ess�o��� APP OVER Y � Engineers Planners Surveyors
-1� CHANGED 7o C °ODER URpG s _ BAD 5650 El Camino Real, Suite 200 TRACT N0. 26861
RU-/ CAIAN49ED M A � � = SPAGNOL , IN L ENGINEER, >, CITY OF TEMECULA 3
u-/20 C ANGER Ta .+ �► Carlsbad, California 92008
U-/2¢ ~ C,4AN ED ro Q mgse ; a-c c No. st9 s Exf. DAM >t-31-•s B E NT O1`T _ PLOT PLAN cs 4 wm
ADDED SIDE SETBACK D/MENS/ONS. PREPARED UNDER THE DAM L�,� 8t ASSOCIALT Z (619) 43e 1210 PRECISE GRADING PLAN
fie private enge+ee• Nip kq these ptsrs re�pe.+2-608 Ibr ossuriv the accuracy DATE * ERVI9 F fiE ND.
era mceptab#ity of the design hereon- to the event of discrepancies arrsarq after DATE 4Y bUAK APPR DATE CHSWED SY � C�I` �\t' / EAT!
ALE 1 " — 20' G�C�AIQK T — 2 — 81 ELEV. — 1052.514city approval or aknlrhq construction, the private wrginew shall be responsale EEA �EYISIONlb GTY fALEXANDER W. UROUHAR PpR w,p_e7i I
fr deterrnininq an acceptoWe solution and revising the piens fol approval by f �the city DESM41M eY DRAVM sY ED DYDATE F CAIS SEE DESCRIPTION 01� SHEET MO. 1Rct No. 30958 m. DATe 3-31-36I-7 - 92
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422-4133
i O
,18' E E SHEET N0. CALTRANS PE1011T No. 08-4366•CD- 1456
T�1►O INORKM DAYS SORE YOU ORS N SCALE: 1 = 20'
3• WORK MODIFICATION IRIDER L D94-0 7SR
B BC_ i6L Ru-128 CMAA/GED PRIDDUCT 7v 4C t• tt _
RECOIr11►�ENDED FOR SEAL cffy SE F ESSr APP OVED Y 'A DATE - 3
y A r E R CROSBY Engineers Planners Surveyors 4a SmmT "°
RU-/32•�- G'IANGEO ” • 4 R APPROVAL QR � 41
U-las CNA/VGEQ 4.4.4 °�o QG fy TRACT N0. 26861
U-/87 CHAN6E0 " '00m, _ N ABNOLO. INCI L ENGINEER. CITY OF ME LA ��� 5650 El Camino Real, Suite 200 CITY OF TEMECULA 4
R[/-/4 -CHANGED `/ -` B�i N'Z'0 Carlsbad. California 92008
AV-142 CHANGED 4CR S ,� R-C.c No. 429 3 W. DATE s-sl-ss_
SEPARATE PRECISE RDl PLAN. so9sa PREPARED UNDER THE DATE ^014119 & ASSOCIATNO (619) 438 - 1210 PLOT PLAN 4 „
°A'� ER"Is1ON OF PRECISE GRADING PLAN MA
ltre private engirrew signing these Plans is rsspons.Me for assuring the occurocy ADDED S/DC $ET9AC�C D/MEN$/ONS.
and acceptability of the design hereon In the event of discrepancies arising after DATE PY MARK APPR DATE CHECKED BY CIViI ! LJ3CALE " ' BENCHMARK city approval or during construction• the private engineer sholl be responsbte �� 1 = 20T — 2 — 81 ELEV. - 1052.514
for deterr►rining an acceptable solution and revising the plans for approvof by a REVISIONS CITY if 0� AL XANDER W" URQUHART
the city DATE CA�1F FOR w.0.
DESIOt�D BY DRAWN BY By ATE SEE DESCRIPTION ON BEET NO. 1
R.C.c No. 30958 act'. DATE 3-31-% 1 - 7 - 92