HomeMy WebLinkAboutTract Map 29798-5 Lot 37-40 Precise Grading PAVING NOTES GRADING NOTES
1. MINIMUM PARKING LOT GRADE SHALL BE 1.00X 1. ALL GRADING SHALL CONFORM TO THE 1998 CALIF. BUILDING CODE, APPENDIX CHAPTER
Tract No . 29798 5
2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. 33, AS AMENDED BY ORDINANCE 99-23.
W
Zi 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1 X. DRAINAGE SWALES
W MC) del3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM TOP
L Site SURFACES PRIOR TO PLACEMENT OF PAVING.
OF CUT OR FILL SLOPES.
4• ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 3• MAXIMUM CUT AND FILL SLOPE = 2:1.
PROJECT SITE FOURTEEN (14 DAYS) FOLLOWING PLACEMENT OF THE ASPHALT
TR. 29798-5 Precise r dingP1F
SURFACING AND SHALL BE APPLIED AT A RATE OF� 0.05 GALLON PER` S
SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL
ST,gT _ 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS. SLOPES OVER 5' HIGH.
E
ots 370
/Y 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA 5. ALL GRADING SHALL BE DONE UNDER THE OBSERVATION OF A COMPETENT SOIL
v DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERTY PLACED AND WHO
9 ALL WORK WITHIN CITY RIGHT-OF-WAY. SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.
In City of Temecul State of alif orni
fi. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OFTEMECFILA'S DEPARTMENT
PUBLIC WORKS, ONE INSPECTION AT SUB-GRADE COMPLETION, AT OF PUBLIC WORKS A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
-o RED HAWK PKWY BASE GRADE COMPLETION AND DURING PLACEMENT OF ASPHALT PAVING. ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE
u 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION
LO MA LINDA �.
� PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING OF CUT AND FILL SLOPES.
x UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING
S ROAD
RAINBOW CANYON „ OF CONSTRUCTION AT (909) 694-6411. 7. CRO PRVIDE
ES.ROW DITCH, DESIGNED TO HANDLE 100 YR Q STORM FLOWS ALONG TOP OF
ROAD 7 MUDS I LL 6 MIN. M 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95
-0 RED HAWK PKWY I N GARAGE AREAS PERCENT COMPACTION OF BASE PRIOR TO CALL SECOND INSPECTION 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE
- SILL IS 6" MIN 7 is AND A PLACEMENT OF ASPHALT PAVING. FOOT.
GARAGE FLOOR =_ s�
ABOVE GARAGE s 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
•_ FLOOR SLAB f SHALL BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER
s SUPLIMENTAL GEOTECHNICAL INVESTIGATION BY PETRA. DATED JUNE 25, 2003. TWO
AND THE WOLF VALLEY ROAD • � PROJECT INSPECTOR, INSPECTIONS BE IN SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE DEPARTMENT OF
VICW TY MAP GARAGE DETAIL CONJUNCTION WITH OR PRECEDED Y COMPACTIONTESTING. PUBLIC WORKS WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND
N.TJL 4 , 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE CERTIFICATION THAT GRADING HAS BEEN
DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS
_ TO PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE REPORT.
METHODOLOGY SET FORTH IN CHAPTER 600 OF THE CALTRANS HIGHWAY
55' 55' 55' 5' MIN. R 5' MIN. " M DESIGN MANUAL AND UTILIZE THE "R" VALUE METHOD. THE "R" VALUE TESTS 10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT LEAST 24
6 MIN. 6 MIN. , SHALL BE CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS
L-.3 \ 3' MIN. 1 ' 1 ' 3' MIN. s BE PERFORMED BY A REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATIONS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
MUDS I LL MIN. MIN. MUDS I LL OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF EACH LOT. PHONE (909) 694-6411
IC WORKS.FG - FG 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES
11. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION
203--6 OF THE CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS
3A INDEX MAP F COURSE SHALL BE C2-AR-4000. GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN
1A 59 2A 47 50 12" MIN. „ CONSTRUCTION. ASPHALT SURFACE C ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION 17.06 PRIOR TO THE APPROVAL
12 MIN. SCALE: 1 = 200 sMINIMUM THICKNESS IS 2 INCHES, MAXIMUM THICKNESS IS 3 INCHES OF FINAL INSPECTION.
K ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL CONTAIN A
T Ig I-A 2% MIN. 2: 1 MAX. 6" TYP. 2� MIN. s BASE COURSE OF B-AR-4000, A MINIMUM THICKNESS OF 2 INCHES. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN
21% MAX. MIN. 21% MAX. CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL.
SECTION B- B , ' I' � 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE
.
CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.
' I PREPARATION SHALL BE APPROVED BY A SOIL ENGINEER PRIOR TO PLACEMENT OF FILL
55' 55' 55' P/L I MATERIAL.
5 MIN.
3' MIN. is 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT
MUDS I LL MIN. „ i DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO
6 MIN. MODELcomp
S PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES.
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
EXTRA DEPTH _:.. LEGEN
47, 3B 50' FOOT I NG 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION,
1 B 59 2B =FG-PAD ELEV FL 1HIGH POINT F.S. FINISH SURFACE 3 SHEET NO. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY
WHERE NECESSARY
2: 1 MAX. PAD ELEV. -O. MIN. DRAINAGE AND PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING
12" MIN. 6" MIN. A T.C. TOP OF CURB 1200.1 PAD ELEVATION GRADING OPERATIONS.
2% MIN. F.L. FLOW UNE ELEVATION ---- TRACT BOUNDARY
C- C
17. STABILITY CALCULATIONS NTH A FACTOR OF AT LEAST ONE AND FIVE-TENTHS (1.5)
21% MAX. SECTION z INV. INVERT CJ DAYLIGHT UNE SHALL BE SUBMITTED BY A SOIL ENGINEER TO THE DEPARTMENT OF PUBLIC WORKS FOR
F.F. FINISH FLOOR F CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
RETAINING WALL
lo' ?
55' 55' 55' G.F. GARAGE FLOOR EXISTING CONTOURS 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD
5' B 5' 5' B C 5' C 1234.0 SURFACE DRAIN ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT
q MINJO S MIN MIN ED) MIN F.L FLOW UNE ELEVATION PROPOSED CONTOURS TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT
2 DETAIL NUMBER GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND
PAD PAD G.B. GRADE BREAK 3 SHEET DETAIL SHOWN SHALL BE GIVEN.
z FF Z z FF 2� + STREET LIGHT ER ENHANCED REAR 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT
12" MIN. ABOVE PAD ELEV. aK ELEVATION AT 12" ON CENTERS R ANOTHER '
a• 16 16 FIRE HYDRANT 0 0 ER APPROVED GROUND COVER. SLOPES OVER 15 IN
1 C 59, 2C 47 3C 50 MIN MIN ENHANCED SIDE VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED
ROUND OFF TOP T.W. TOP OF WALL ESR RIGHT ELEVATION TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON
P/L z z T.F. TOP OF FOOTING ENHANCED SIDE CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4'
5' o - O? k ' ESL LEFT ELEVATION IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW
�o N T.S. TOP OF STEP PREVENTION DEVICES PER U.P.C., CHAPTER 10.r.
x MAX � MAX DROP ,- - ADA PATH
Umi OF TRAVEL
PAD EV ELR o--t.x DROP GARAGE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN Cn
PER PLAN 34" PER FOOT FOR A MINIMUM OF 3 FEET.
BUILDING FOOTPRINTS
> TYPICAL SIDE YARD DRAINAGE 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
SCALE : 1 = 30 5�' SEC TION A- A NOTICE TO CONTRACTORS
CD
FOR REAR YARD SLOPES GREATER
DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR 22• ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO CD1
PAD ELEV CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
PER PLAN THAN 5' I N VERTICAL HEIGHT JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY o
OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY 23SHALL . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT REUEVE THE
CONSTRUCTION NOTES & OUANTITY ESTIMATE FOOTING TO BE DEEPENED AND DEEND,TBE INEMNIFY AND HOLD THE D TO NORMAL OWNER ANDRKING RTHEAND THAT 'ME EGINEER HRMLO SS FROM ANYAPPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE w
�• F 20 WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE im
APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER
NO. ITEM TO BE CONSTRUCTED OR INSTALLED QUANT I TY UNIT �' pF ' FOR REVIEW AND APPROVAL.
OF THE OWNER OR ENGINEER. i'
LENGTH OF Ch
00
�1 INSTALL 4" PVC SDR-35 DRAIN PIPE 652 LF DEEPENED FOOTING (D.F.) 24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR
CN
" PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING
2 INSTALL 4 AREA DRAIN 12 EA
THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. THE
CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE co
DETAILONCT PRIVATE SHEET 2 DRAIN THROUGH CURB PER 6 EA UNDERGROUND STRUCTURES CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 0)
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER TH NOTIFICATIONS
E OR 0 ERS
40 INSTALL 3" ASPHALT PAVING OVER COMPACTED NATIVE A.C. 90 TONS 4,995 SF AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2
� APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION:5 INSTALL 2„x4 REDWOOD HEADER 312 LF PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND z� LD04- 291 GR
Underground Service Alert „ „ TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694-6411
PAINT SOLID WHITE NO PARKING 12 MIN LETTERING LD04- 122GR
1 EA OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT
oR VISIBLY LOCATED TO TRAFFIC ENFORCEMENT (SEC 11298.3) STREET ADDRESS
Call: TOLL FREE INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 227--2600
Q7 CONSTRUCT CONCRETE SIDEWALK (2% MAX CROSS SLOPE) 1,010 SF 45506 BAYBERRY PL. REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE BUILDING AND SAFETY
DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS OF BEARINGSC1-800 TEMECULA, CA 92592 Q
INSTALL WHEEL STOPS (TYP.) 12 EA ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE
227-2600 Q THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD o
CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES APPROVED:
M VMQM DAYS SUCK YW oIc CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47045'28"W NAMff_ bAfE
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK
PLANNING pE81QN CONSTRUCTION C•i
SCALE ��4�ESSIp��! RECOMMENDED BY: DATE: ���� Drawin No. o ,
12/9/04 RBF REVISE ELEVATION TYPE FOR LOTS 39/40 - �D �, CITY OF TDEPARTMENT OF PUBUC WORKS
RIVERSIDE COUNTY 600-62-69 1970 �El Tj• 27Wvr�zMOD auFE,00 �CD
C,
CONTRACTOR 12/15/04 RBF 1 REVISE MODEL PARKING - RAI SEDp HORIZONTAL .�`' c� !� rEWaA_A•CALF-or"A 9259V,4"
BRASS DISC SET 1 EAST OF CONCRETE POST MARKER s C O N S U LTI N Q 9M.6762M - FAX Wg-a7-7240 - mm.FW-com ACCEPTED Y• //1/03
ELEVATIONS +1.0' STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD Cp TED B DATE. PRECISE GRADING PLA N
FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN � N°•43o90 PR PRE BY: DEPUTY DIRECTOR OF PUBLIC WORKS
INSPECTOR PAVED ROAD 5' N.W. OF TEL. POLE N0. 6295, C.W.T. 3' Exp. 3/31/as '� _ RONALD J. PARKS MODEL HOMES E
VERTICAL sr CIV
� �` � ••�
S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 DATE: '•'• - -
t� of `l�o� MICHAEL TY AN . TRACT 29798--5 LOTS 37 40 .0 OL
0
DATE COMPLETED CI► R.C.E. No. 43090 EXP. DATE 3-31-oe R.C.E. No. 19744 EXPIRES 9/30.105_ SHT. 1 OF 2
- � Q J
47 / �� ��f.a �
51 5# R/W INSTALL 000
FL OF PIPE 1/2- SIDEWALK REMOVABLE 1 1/2" MIN. COVER
0
ABOVE GUTTER PLUG 46
FLOWLINE
INVERT ELEV. A 4" PVC- t 000,
PER PLAN
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CONSTRUCTION „„NOTES 20 0 20 40 60
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SHEET NOTES-
1Q INSTALL 4” PVC SDR-35 DRAIN PIPE
1. SEE ARCHITECTURAL PLANS FOR STRIPING AND SIGNAGE. 2 INSTALL 4" AREA DRAIN GRAPHIC SCALE
2. SEE ARCHITECTURAL PLANS FOR DECORATIVE PAVING.
CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2
3. SEE ARCHITECTURAL PLANS FOR ADA ACCESS ROUTES. z� LD04-291 GR
INSTALL 3" ASPHALT PAVING OVER COMPACTED NATIVE
4. SEE ARCHITECTURAL WOOD FENCING. rw
STREET ADDRESS INSTALL 2"x4" REDWOOD HEADER
LD04- 122GR
5. SEE ARCHITECTURAL PLANS RETAINING & SCREEN WALLS. PAINT SOLID WHITE "NO PARKING" 12" MIN LETTERING
45506 BAYBERRY PL. WALLS PER SEPARATE PERMIT.
VISIBLY LOCATED TO TRAFFIC ENFORCEMENT (SEC 11298.3) BUILDING AND SAFELY
TEMECULA, CA 92592
6. PROVIDE 36" CLEARANCE AROUND FIRE HYDRANT. FUTURE
@ CONSTRUCT CONCRETE SIDEWALK (2% MAX CROSS SLOPE)
FENCE AROUND MODEL COMPLEX SHALL NOT OBSTRUCT FIRE >-.
HYDRANT. 8 INSTALL WHEEL STOPS (TYP. ) APPROVED:
NAWQA-
IPLAMP41HO 8 DESION 0 CONSTRUCTION
Drawing No.
UNDERGROUND SERVICE ALERT DATE By REVISIONS DATE ACC`D BENCHMARK SCALE j%%VESS1 RECOMMENDED BY: DATE* al
d"- DEPARTMENT OF PUBLIC WORKS ur;,n
12/9/04 RBF REVISE ELEVATION TYPE FOR LOTS 39/40 SEE SHEET NO. 1 A. el V=YNE MOD SUM 400 CITY OF T E M E C U LA .7--8
'cN
C= m 'L
cALL. ToLL FRE 12/15/04 RBF VISE MODEL PARKING RAISED HORIZONTAL TELECULA CAUFOFM 92SM-4M
WIN 9M676AM - FAX 9MCM 7M- wwMW.mn C,9
W. CONSULTING ACCEPTED BY: DATE: 5;l
ELEVATIONS +1.0, CID r" &-f
AS SHOWN La N0.43= r" DEPUTY DIRECTOR OF PUBLIC WORKS 2
-ft PR R B PRECISE GRADING PLAN
1-800-227-26M Exp- 3/31/06 RONALD J. PARKS
E 7g
VERTC& e I v MODEL HOMES
4
Tm BEFORE N=
OF C R.C.I. 43N6-/ EXP. 3/31/06 R.C.E. No. 19744 EXPIRES 9/30/05 TRACT No. 29798-5, LOTS 37-40 SHT. 2 OF 2
KIM DAYS DIG A I