HomeMy WebLinkAboutUnit 65-105 - PreciseGrading PPECISE GRADING PLAN
48. TRACT NO . 26861 3
26.5 21.5
CITY
c.u5.E. .5 - ' 0F TEMECULA
2
0.3' FINISH D SURFACE 5.
G. E.
9 1.5% 1.57, 29.
I LEVEL CUT
LEGEND
UNIT 2
1.5 ROUGH GRADE LINE
I
GLEN WA
TYPICAL SECTION COUNMy — T.C. TOP of cuRe
UNIT 1 FLOW LINE
PRIVATE STREETS
BRIARWOOD PLACE ARBOR LANE CHELSEA WAY F.S. FINISH SURFACE
NO SCALE
E.P. EDGE OF PAVEMENT
� f
PAD FINISH PAD ELEVATION I
F.F. FINISH FLOOR ELEVATION
! � I
0.5' 16.0'
v G.F. GARAGE FLOOR ELEVATION
Q3 W I
Q3 DIRECTION OF DRAINAGE
V 1050 PROPOSED CONTOUR
2: 1 SLOPE (UNLESS OTHERWISE SHOWN)
s
D.F. DEEP FOOTING
r-- 1 T- W. TOP OF WALL
,/1
S� -------- ---j —�'�-CT—�QC/N`Z ' T.F. TOP OF FOOTING
UNIT 3 a
TYPE "Co CURB PER RI WRSIDE I 3 S f
ARBOR LANE
COUNTY STANDARD NO. 202 L --------------------
,
ROLLED CURB DETAIL
SHEET 4
SHEET 3 -,
NO SCALE
1
L
INDEX MAP
SCALE: 1" = 100'
UNAUTHORIZED HC ANGS & UStw& '
THE ENGINEER PREPARING THESE PLANS WILL NIT BE RESPOI-ISLE FOR, V
LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL
CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVER !TY IE
PREPARER OF THESE PLANS.
f
gANr
EARTHWORK QUANTITIES OWNER/DEVELOPER LEGAL DESCRIPTION
,H() cAl IFORNIA, ROAD A PORTION OF PARCEL 2 OF PARCEL MPF NO. 15993, RECORMU IN JM,-;
RAW CUT O C.Y. PRESLEY OF SAN DIEGO 134, PAGES 13 THROUGH 18 OF PARCEL NAPS. IN RIVERSIDE COUd(",
CALIFORNIA.
15090 AVENUE OF SCIENCE
SUITE 201 ENGINEER' S NOTE
SAN DIEGO, CA. 92128
N CONTRACTOR AGREES THAT HE SHALL ASSUME SIDLE AM C1DWmLETE
619/451 -6300 RESPONS I B I L I TY FOR .JOB S I TE COM')I T 1 ONS DUR 1 NG THE COURSE OF
RAW FILL 56,000 C.Y. CONSTRUCTION OF THIS PROJECT, I NCLUD 1 NG SAFETY OF ALL PERSONS NM
Z PROPERTY. THAT THIS REOUIREMENT SHELL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHAM
ANY DEFEND. I NDEMN I r AND HOLD THE OWNER AND THE ENG I NEER HARMLESS F WU
SOILS
�i1 Rp E Y AND ALL L I AB 1 L I TY, REAL OR ALLEGED, IN CONANE CT 1 ON WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR L!ABILITY
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR MIPEER.
GEO—SOILS, INC. THE EX I STENCE AND LOCAT I ON OF ANY UNDERGROUND UI 1 L 1 T I ES OR J;
5741 PALMER WAY STRUCTURES SHOWN ON THESE PLANS ARE OBTA I PED BY A D I L I GENT eF ARG I
SOvTMAR A OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE $1-LC LSB D, C A. 9 2008 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER
STATSH r. 79 619/438-3155 LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR
THE PROTECTION OF. APD ANY DAMAGE TO -i HESE LINES OR STRUCTURES.
cT►
BENCHMARK DESCRIPTION
SITE SOURCE OF TOPO: 1
ELEVATION: 1052.514 DATE: 9-13-82
Underground Service Alert R I VERS I DE COUNTY DES I GNAT I ON: T-2-81 STAMPED ON 2 - 1/2" BRASS DISK
IN CONCRETE CYLINDER. 3.4 MILES SOUT:EFROM THE
ON MNY. 79 FRTHE
SAN LO AERIAL SURVEYS INTERSECTION OF MAIN STREET AND FRONT STREEt IN TEaECULA. AT
Call TOLL FREE 4875 Vi E WR I D G E AVENUE SOUTHWEST CORNER OF THE INTERSECTION OF HWY. 79 AND MARGARITA ROAD.
109' SOUTH OF THE STREET CENTER LINE OF HMY. 79 AT THE NORTHEAST
VICINITY MAP SAN DIEGO, CA. 9 212 3-186 7 FENCE CORNER OF 6' CHA I N L I NK FENCE AROUND WELL S I rE. 9' SOUTH AND
1-1900619/565-1024 2 EAST OF NORTHEAST FENCE CORNER.
422-4133 qO SCALE i
TNO NOIW(!W'It OATS eWOFE YOU DM's
fZEv�SEO 04.DG TYPES HTS. 3 4; c tilt RECOMMENDED FOR SEAL cm SE a'}�'_�_�'un APPROVED BY DATE y . . TRACT N0. 258E� — 3 SHEET NO.
CROSBY Engineers Planners Surveyors
REVISED TYPICAL LOT Cp4a4DIN0 DETAIL APPROVAL \AlME AO 5650 El Camino Real. Suite 200
SA/EET CITY OF TEMECULA
2. �,�� �o P�, y 1
CITY EN W R, OTY OF TEIECULA
CKMa 30 5's
R.C.E. NO. 28738 EXP, DATE 9 -30-94 BENTON Cacisbad. California 92008
�� Ext, 3-31-a6 PREPAREDONNDE THE DA t i &"I9OQIATM (619) 438 — 1210 PRECISE GF ADING PLAN of
The priret. .npreo � thaw plan, : J umpalmom *w osauring the otevrecy # � TITLE SH E E`T FILE ND.
and occsptabl/ity of the, drsiq+ h.rmw In Me w w+t of dime epeneios a:: oR DAl E BY MARK PPR. DATE CHECKED BY J} C I V I` �►��` SCAM B E N C I"1 M A R K T — 2 — 81 ELE V. 6 1052.514
city approval of �"9 constructior►, th* privet. an4insar ahaN bs rowans.... 7t Q S shown
for drimmininp on occsptabie sotutiom and rywlsing the pew►: for appro.oi by ENGINEER REVISIONS CITY f OF CAL��O ALEXANDER W. UROUHART DATE SEE DESCRIPTION ABOVE RIGHT FOR fW
.O.
Me city DESIGNED BY DRAWN BY CHFCKED BY DATE R.C.E. NO W958 Dr. PATE 3-31-96 I-3 - 9 2
i
i
T RI ^Ir 1 f\
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' k
E
GENERAL NOTES GRADING N0T[Z.3"
1 . THE CONTRACTOR SHALL B' RESPONSIBLE FOR THE CLEARING OF THE 1 . ALL GRADING SHALL CONFORM TO UNIFORM BUILDING CODE, S
PROPOSED WORK AREA AND RELOCATION COSTS OF ALL EXISTING CHAPTER 70, AS AMENDED BY ORDNANCE 457_
UTILITIES. PERMITTEE MUST INFORM THE CITY OF CONSTRUCTION a
SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. 2. MINIMUM BUILDING PAD AND ORA 114 AGE SHALE SLOPE SHALL BE =1X_ Z
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE 10
PHONE: (714) 694-6411 CONSTRUCTED A MINIMUM OF 2' FFOM THE TOP OF CUT OR FILL 8 M I N. (TY P)
SLOPES. to
2. THE DEVELOPER W 1 LL INSTALL STREET NAME S 1 GNS CONFORMING TO 1 N I Q FINISH FLOOR 3' M N W FINISH FLOOR
COUNTY STANDARD NO. 816. .3. MAXIMUM CUT AND FILL SLOPE _
0.50 MIN.
�- 2°yo Ml N. a 2 0 _ _ __FO.50
3. ALL WORK SHALL CONFORM TO THE REQU I REbENTS OF THE R I VERS I DE 4- PROVIDE 5' W 1 DE BY I ' HIGH BEFM OR EQUI VALENT ALONG THE TOP 20 yo M,qx ; 20%MAX
COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND OF ALL FILL SLOPES OVER 5' HI
SPECIFICATIONS. DATED OCT. 11 , 1990, COUNTY ORD 1 NANCE No. 461 PAD ELEVATION PAD ELEVATION
AND SUBSEQUENT AMENDMENTS. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT Z►`
SOILS ENG I NEER WHO SHALL CERT 1 FY THAT ALL FILL HAS BEEN NIl1I/�tAL
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOT 1 FY THE PROPERLY PLACED AND WHO SHALL SUBMIT A F I NAL COMPACTION REPORT ~T� SECTION
A
ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED FOR ALL FILLS OVER 1 ' DEEP.
BY RIVERSIDE COUNTY ORDINANCE NO. 461 NO SCALE 2
6. A REGISTERED CIVIL ENGINEER ALL SUBMIT TO THE CITY OF
TEMECULA'S ENG I NEER I NG DEPARTMENT WRITTEN CERTIFICATION OF SECTION E
5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR COMPLETION OF ROUGH GRADING 1 ACCORDANCE WITH THE APPROVED
TO APPLY TO THE CITY OF TEMECULA ENG I NEER I NIG DEPARTMENT FOR GRADING PLAN PRIOR TO ISSUANa OF THE BUILDING PERMIT. NO SCALE 2
AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING CITY CERTIFICATION SHALL BE TO LIK , GRADE, ELEVATION AND LOCATION
MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS OF OF CUT FILL SLOPES.
DEDICATION FOR PUBLIC USE.
7. PROVIDE A BROW DITCH, DESICNEC TO HANDLE 100 YR. 0 STORM
6, ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE FLOWS, ALONG TOP OF CUT SLOPE.
PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED
TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, DRAINAGE . 8. FINAL COMPACTION REPORT WILL EE REQUIRED FOR ALL FILLS GREATER
THAN ONE FOOT. ti !
7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND co
OD
CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 9. ALL GRADING SHALL BE DONE IN ORMANCE WITH RECOMMENDATIONS � I w
207, AS DIRECTED IN THE FIELD. OF THE PRELIMINARY SOILS INVESTIGATION BY GEOSOILS, INC. Na
DATED MARCH 6, 1990 TWO SETS OF THE FINAL
1.0 %
8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR COMPACTION REPORT SHALL BE M WITTED TO THE ENGINEERING
TO APPLY TO CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE �e /
iL
STATE RIGHT-OF-WAY. IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY
SOILS REPORT.
9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOILS TESTS SHALL
BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET 10. THE CONTRACTOR SHALL NOTIFY T ENGINEERING DEPARTMENT AT �`
SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS LEAST 24 HOURS IN ADVANCE RE STING FINISH LOT GRADE AND J E C T I 0 N e
ARE ENCOUNTERED. DRAINAGE INSPECTION. THIS I ECT ION MUST BE APPROVED PRIOR
TO BUILDING PERMIT F I NAL I TION FOR EACH LOT. NO SCALE 2
I
10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN PHONE: (714) 694-6411
FOURTEEN ( 14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT
SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLON PER 11 . CUT SLOPES EOUAL TO OR GREATHAN 5' IN VERTICAL HEIGHT AND
SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORtA TO SECTIONS 37, FILL SLOPES EQUAL TO OR GREAT THAN 3' IN VERTICAL HEIGHT
39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. SHALL BE PLANTED WITH GRASS GROUND COVER TO PROTECT THE �
SLOPE FROM EROSION AND INSTABI ITY IN ACCORDANCE WITH
11 . PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADES IN EXCESS OF TEN ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
PERCENT.
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND
12. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460.53. HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER
DELETERIOUS MATERIAL. m
13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE w
APPROVED STREET LIGHTING PLAN. 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE a a
PLACED. IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM
14. AS DETERMINED BY THE CITY ENGINEER, THE DEVELOPER IS NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED
RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 0% /2
AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, \ ��
INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL - -
SHOULD BE PROVIDED TO PREVENT PONDINC WATER AND DAMAGE TO
15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE ADJACENT PROPERTIES.
INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT
SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN 15. DUST SHALL BE CONTROLLED BY WATER I NG OR OTHER APPROVED SECTION C
THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS SHALL METHODS.
REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING NO SCALE 2
ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY STANDARDS 16. ALL EXISTING DRAINAGE COURSES DN THE PROJECT SITE MUST
RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" CONTINUE TO FUNCTION, ESPECI Y DURING STORM CONDITIONS.
DATED JANUARY 1989_ PROTECTIVE MEASURES AND TEMPORkRY DRAINAGE PROVISIONS MIST 13E
USED TO PROTECT ADJOINING PROPERTIES DURING GRADING
16. PURSUANT TO THE CITY OF TEMECULA ORDINANCE NO. 90-12, THE OPERATIONS. / t
DEVELOPER SHALL INSTALL ALL REQU I RED CABLE TV FACILITIES. 44
17. STABILITY CALCULATIONS WITH A ACTOR OF AT LEAST ONE AND FIVE- 12t 32•
17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT TENTHS (1 .5) SHALL BE SUBMIT BY A SOILS ENGINEER TO THE RESIDENTIAL awr T
RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN ENVELOPE
FOR THE CORRECTION OF ERRORS OR OM I SS I ONS DISCOVERED DURING VERT I CAL HEIGHT. 25I-0 n 1%
CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS �-
SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW 18. A REGISTERED CIVIL ENGINEER LICENSED LAND SURVEYOR SHALL 5
AND APPROVAL. SUBMIT CERTIFICATION OF BUILDI PAD ELEVATION. WHERE H P TF 2%
SPECIFIC ELEVATIONS ARE RE(XUI D. THE ELEVATION (WITH RESPECT 7YPI09Z S✓DE)WROfE/iICE I _
TO MEAN SEA LEVEL) SHALL BE G I EN. IF AN ELEVATION WITH EELi41VD56APEPLR/1� --
RESPECT TO ADJACENT GROUND ACE IS REQUIRED. THE ACTUAL 4 TYP
D I STANCE ABOVE THE ADJACENT SHALL 13E GIVEN. i. 3' M I N.
19. EROSION CONTROL: ALL GRADED OPES SHALL BE PLANTED WITH PAD=52.5
ROSEA ICE PLANT AT 12'
ON CEN RS OR ANOTHER APPROVED GROUND F F 53.0 I a a
COVER. SLOPES OVER 15' IN VER ICAL HEIGHT, IN ADDITION TO
GROW COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, �
OR COMBINATION THEREOF. SHRU135 SHALL BE PLANTED AT 10' ON
CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS.
SLOPES OVER 4' IN VERTICAL HEI HT SHALL HAVE PERMANENT O I SECTION D
IRR I GAT I ON SYSTEMS WITH BACKFL W PREVENT 1 ON DEV I CES PEREXCLUSIVE Ip1Q/VRTE USE Pif0 I W
U.P.C.; CHAPTER 10.R. ER-9EME.� r ODER COM/YIO - I Ix NO SCALE 2
20. FINISH GRADE SHALL BE SLOPED A AY FROM ALL EXTERIOR WALLS AT PREl9. 1>
NOT LESS THAN 1/2- PER FOOT F A MINIMUM OF 3 FEET. o= 52. _ 1
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL t 1 7-
BE
-
PERMITTED. 1
22. ALL PROPERTY CORNERS SMALL BE ARLY DELINEATED IN THE FIELD
---CO/i'TA?OAl RREA
PRIOR TO COMMENCEMENT OF ANY TRUCTION/GRADING,
Underground Service Alert 23. PURSUANT TO THE CITY OF TEME A ORD 1 NANCE NO. 90-12. THE
DEVELOPER SHALL INSTALL ALL RE IRED CABLE TV FACILITIES.
�.'alh TOLL FREE
24. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT
� d I
RELFOR I rHE CORRECTION OF
END HSS OR NO OMISSIONS
I THE
SCCOV REDo�BNG I TY TYPICAL LOT GRADING
1=800 CONSTRUCTION. UPON REQUEST, T APPROPR I ATE PLAN REV I S I ONS SCALE 1" = 20'
422-4133 SHALL BE PROMPTLY SUBM I T i ED TO THE CITY ENG I NEER FOR REVIEW
AND APPROVAL.
rwo WORKM DAYS sWoRE You DIG L 094-09(oGR
/o- '70,9777,00 L/5d& 70 ryPIcA(_ Lor�,�Ao�iVG ,l• RECOMMENDED FOR SEAL ciTY SE APPROVED BY DATE �-T- CR08BY Engineers Planners Surveyors TRACT NG. 26861 - 3 SHEET No.
DETA/L . APPROVAL �o o�R �R �� � CITY OF TEMECULA
WEAD 5650 El Camino Real, Suite 200
�3 CITY ENGNEER, 01Y IF MCCULA 2
TIM D. BEREFT
No. 309se A R.C.E. NO 287313 EXP. DATE 9-30-94 BENTON Carlsbad, California 92008 4
Exp 3-31.96 PREPARED UNDER THE DATE & �s80CI�1'as (619) 438 - 1210 PRECISE GRADING PLANor
s►
The private engineergnlng these pion, is responseble for assuring eM occvrocy DATE * RVISION 09
NOTES & DETAILS
FILE NO.
and occeptobltity of the design hereon. In the event of discreponcies arising oft DATE BY MARK A R. DATE CHECKED BY f SCALE T - 2 - 81 ELEV. sc
city ep�provol or dupirg construction, the private enosew moll be responsAle �,, CIV 11. �� ___-___- BENCHMARK 1052.514
for determining an cemptablo seiution and rewsirrq the pions for epproroi by ENGINEER REVISIONS CITY lE 0� ALEXANDER W. UROUHART FOR W.O.
the tity. DESIGNED BY DRAWN BY CHECKED BY DATE Of CA DATE DATE SEE DESCRIPTION ON SiHEET N0. 1
R.C.E. NO 58 EXP. DATE ' 3-31-96 1- 3 - 92
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,7 Ru-69 CHANGE 70 AR03417T 47 P-,u- (oil y RECOMAENDIM FOR SEAL my SEA FES- APPROVED BY DATi t . SHIFT No.
RU-7/ �CNANGED ro 4c A�toVAL Sao S�o�,, , CROSBY Engineers • Planners Surveyors
-AV--7 - CHANGED ro . c ,� ��,R "� - �$gD 5650 �1 Camino Rent, Suite 200 TRACT N0. 26861 — 3 t�
_ CITY OF TEMECULA �S
Ru-77 •- (.Nf1/1/GEO 7TH 4 AR �p TIM D. S E R LET CITY ENQNEER, QTY 0F 1EMEClLA �
U-80 CHANGED r0 4 BR �, ftsmact In 28738 EW. DATE 9-30-94 BENTOI�T
Ru 84 -CNAA/GED ro 1445 '' ,e Carlsbad. Calulfornin 92008 4 �
ADDED SIVE SETBA Ir O/ME S!O E p 3 3 _� PREPARED UNDER THE DAA 211819Z a[ ABSO ZATINe (6l9) 438 1210
MW �h -� � �- •� IV pw � we .�y °"�` "'S'°" OF PRECISE ' GRADING PLAN "D
owe wcpto"ity o/ tho ��► impi . b tho *wont of abenpcnerfs miskV ort DATE Sr- MAIM( DATE PECKED SY * SCALE ►► _
1 ate)' 4p,e►a'�+ ar dwII co"Or ctic". tho /rowto W99*000 &*ON bo repenSible �' BENCHMARK T - 2 - 81 ELEV. 1052.514
for eirtermirp" a oec ptabto ,oh,tiot one rwWw" tho ptsra hr groro.al by ilifOM 1l1RAOIla CITY DATE CIVIL
fQ�`�` ALEXANDER w. URQUHA T ATE 1 - 20 SEE DESCRIPTION ON SHEET NO. 1 FCA W.O.
th+ dtx o Www or D1tA1NN DY CHOCK® er CA PLC& Na 30958 o� SAW 3-31-96 I 3 92
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