HomeMy WebLinkAboutTract Map 29929-1 Lot 1-6, 68-72 Precise Grading 'rract
GRADING NOTESNio . 99999 - i
1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING
CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE r a Inrecisean
SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM 15
OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . HAS 3 OTS 1 TO 6 AND 68 TO
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH.
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te of aliforni
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT InCityof 7
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 15
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
OVER 1 ' DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA L E G E N D
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 0000.00
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB TC
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. TOP OF GRATE TG
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG EDGE OF PAVEMENT EOP V. V_
TOP OF CUT SLOPES. V.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FLOW LINE FL , p
ONE FOOT. o
HIGH POINT HP
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES FINISHED GRADE FG w
DATED AUGUST 15, 2001 . Q
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE FINISHED SURFACE FS VICINITY MAP
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- GARAGE FLOOR GF 0000.0 p 'S� S NOT TO SCALE
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. O� S V j R
� s O ��►
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING PAD ELEVATION PE 0000.0 j PROPERTY LINE OOA
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE FINISHED FLOOR FF 0000.0 O
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS I NSPEC- tl1 EDGE OF FAVEMENT N N
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR isACCESS
EACH LOT. WATER SERV ICE EASEMENT
_ z fez z gz
1 1 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SEWER SERVICE S St �+P GARAGE L.16'3. 6'
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL s '�' I I GARAGE PLAN
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE DRIVEWAY is s AREA DRAIN RUT
.1
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT �► TG, IE, AND IN
CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. s� LOCATION PER PLAN PADFF B B PF D Z
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS SLOPE 0�� E
O -
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS y ! is L� � 3. 6' o
MATERIAL.
LOT NUMBER , �8 RO -+P MI
FER Pa
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 0 PATIO o? PATIO o
t� r r
INTO FIRM NATURAL SOIL FOR FULL SUPPORT.
UNIT TYPE/ELEVATION O
MUST BE CLEARED KEYED AND BENCHED Ir
A
O''
�j► 6 M I N. RETAINING WALL - z z
PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT e,y �� MUDS I LL PER SEPARATE PLAN "
OF FILL MATERIAL. j �----
INVERT ELEVATION IE O �� I N GARAGE AREAS SIDEWALK
R/W PARKWAY
1.
SILL I S 6" M I N CORED CURB UNLESS
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF '� it GARAGE FLOOR
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL BACKWATER VALVES BW V? _ ABOVE GARAGE CURB-"/ OTHERWISE NOTED
:. T
I.
T
R AN
MA T
FLOOR SLAB
PER PL
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE 0
ADJACENT PROPERTIES.
ENHANCED ELEVATION TYPE-
15.
YPE 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED i' GARAGE DTYPICAL LOT DRAINAGE
3
BY THE DIRECTOR OF PUBLIC WORKS. N.T.S.
O
N.T.S.�
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE� �' CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
PROTECTIVE
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. �O
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. F�A jja j
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5)
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT R s R
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. j� j j ' 3' UTILITY EASEMENT R/W
j 12 5 5
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING ACCESS ESMT. S/W ARKWA
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA_ 10' �
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL TOP OF WALL
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 0% �� Q�' [�,� PER PLAN
1
100 0 100 200 300 Q 1.0% Q�Q' %. e 1.0.%N N.19. EROSION CONTROL. ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE MIN
PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES 00000 °
OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE4" PVC
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
GRAPH I C SCALE FOR ALLEY CONSTRUCTION SLOPE PER PLAN N
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, SEE REVISED ROUGH GRADING Q� F 2.0 MIN. -�G R PLP E
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT ,;', „ . LOTS INCLUDED PLAN TRACT 29929-1
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER
10.R.
CONSTRUCTION NOTES & QUANTITY ESTIMATE �� P�-�'N
0.5% MIN
�# N
PER � M
ITEM QUANTITY UNIT
20. FINISH GRADESHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
NO. GF PER
LESS THAN 1/4"
PER FOOT FOR A M I N I MUM OF 3 FEET. Oi LOT GRADING (11 LOTS x 50 C.Y.) 550 CY PLAN cm
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 2 I NSTALL 4" P.V.C. sCHED. 40 2,225 LF cl FG=
N PAD ELEV. SECTION A w
FG= a
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR O3 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 71 EA PAD ELEV. � N.T.S.
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. > 2
4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER 11 EA v & 3
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT REL I EVETY OF TEMECULA STD. DETA I L 303. U) o
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- CI 1 3 ~ �' ~ o
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON a °� L 0
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
24 a
LO
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 3' MIN COMMON
2' 10' R 10' r2o DRAINAGE AREA
� .
r2 6 r 23.67T' r 23.67'-' 3 v IQLNr, MI °� M� . .;__
1 VARIES VARIES a 1 .0% Q�' 1,0� EXTRA DEPTH 2�� MIN 21� MIN r rn
TYPICAL FOOTPRINT .5%MIN 1.5% MIN `�---N. M IN. FOOTING
" °0 0° ° 0 ° ° �� =PAD ELEV-FG N
SCALE: 1 = 40' WHERE NECESSARY PROPOSED FENCE
SEE TRACT 29929-1 REVISED ROUGH GRADING PLAN SWALE AND AT PROPERTY LINE Q
FOR ALLEYWAY SECTION AND CONSTRUCTION MATERIALS PERAPLLANIN w
UNDERGROUND SERVICSOURCE OF TOPOGRAPHY OWNERDEVELOPERE
p BASIS OF BEARING NOTE SECTION B-B ui
0 PLANNING DEEIGN CDN8TRUCTION A` �E S ALLEY
(Y
PHOTOGRAMMETRIC SURVEYS, INC. LENNAR COMMUNITIES N.T.S.
CALL TOLL FREE 27555YNEZROAD SME 400 647 MAIN STREET, SUITE 1A 391 NORTH MAIN STREET(STE. 301) THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST N.T.S. z
■ ■ ■ RIVERSIDE, CA. 92501 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS o
'MMECUDA,CALFORNA 925M-4679 CORONA CA. 92880 THAN 5 LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS
1-800-422-4133 (909) 68fi-5103 ON A MAP OF TRACT NO. 29286, MB 298/86-89.
CONSULTING 9M.676.&M - FAX 99.676.7240 - www.ReF•c m (909) 817-3600 A M I N I MUM 6" BELOW SWALE FLOWL I NE. (SEE SOILS REPORT) i
DATE OF PHOTOGRAPHY 8/5/98 LD03-159GR Z
TWO WORKING DAYS BEFORE YOU DIG
J
CONSTRUCTION RECORD DATE BY REVISIONS, DATE CCU BENCH MARK DESIGNED BY DRAWN BY CHECKED BY 00 DRAWING NO. o
SCALE VESSIo RECOMMENDED BY: DATE: :j CITYQF TEMECULA o of Pumm
q/e3 RAF 1 Feu ISO LOCATICW (W I_FrA,1Nc t opl / " Q� ��� MJB MJB/RLS MCH �
3 1/2 DIAMETER ALUMINUM DISK, FLUSH IN v C, ti
CONTRACTOR W 1 To *k4"LAVOWIM! �S CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL 4, �'� l PL NS EPARED UNDER THE SUPERVISION OF PO
COUNTY BENCH MARK T-46-81 RESET 1997" ;� ACCEPTED BY: DATE: cr/5 2' T TRACT 29829-1 PRECISE GRADING 0
EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED r' o
INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE Exp.-6 30%� 'a DATE: - RONALD J. PARKS - PHASE 3 �'
OVER SANTA GERTRUDES CREEK; 4.5' '� MATTHEW C. 'HICKS DEPUTY DIRECTOR OF PUBLIC WORKS r' -- -ax;�
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL `fr' c1 Y I� 6
DATE COMPLETED CONCRETE SIDEWALK. lF o� A�l� R.C.E. NO. 63494 EXPIRES.RES. 9-30-06 R.C.E. NO. 19744 EXPIRES:RES: 9-30-05 err yea"= a
ELEVATION = 1097.163' AS NOTED C �..,� LOTS 1 TO 8 AND 68 TO 72 SHEET 1 OF 3
ROAD Ap 4" PVC R/w
NEWPORT REMOVABLE PLUG
FRONT YARD WALL
1
1 4" WYE TG PER PLAN
" PVC F IE PER PLAN
/ \\ _ r 4" PVC
6 FH
- / - I CR p�.
� / \ \ _ f � � � SLOPE PER PLAN
1 V V
TG PER PLAN
5' PARKWAY y;: IE PER PLAN
/ t 3' PUE
5' S w {vrwtia`rA
0.50%
14.26 SEWER 46 �
RIMOO TH B --- ---_.
A Y D - {
4 p 4 V 4 ST. LIGHT,` a•
AZti� ~ ti ^� 50 5' R/W
I MIATER . �` ^� "� �,►�'�. 1" A /AR '��"�• 4 WYE AS REQUIRED SIDEWALK
FL OF PIPE 1/2" INSTALL
1 w14. N 3 ABOVE GUTTER 6" REMOVABL
W 3 1 1 w 3 15 7 w 3 13 64 3 FLOWL I NE PLUG
I3 INVERT ELEV. 4" PVC A
�C I 0.6% 15.0 TG 3 s PER PLAN J 2%
S S RETAINING WALL PER �
/- - S S LANDSCAPE ARCHITECT 77.7777
.. :-: �.:��";•:-�:: =-=--: _ rr_
1s.o4 14.8
15 3 14.9 TG 14 .9 I 3 PLANS AND BY SEPARATE r .• :.•. .-- -•:
I HP PERMIT (SEE SHEET 3 A'•
/ 14.09 IE •1 14.6 TG 15.0
15.2 _
1" AV/AR 15. FOR TOP OF WALL) •"i: k'�.-.�:•f= s " ;•.• ..,rr. '•• +.-_ .c
� ...-,_..r - �:rx .•��,.�-�•_:_••-_ '
1 / 15.2 HP HP 90 LF 3 13.46 IE ;
I � /
14 99 / I-p 15.3 2 O 6% 2 3
TC 2 i.p V.8 TG 4"x4"x4" TEE
1 15 2 IM *�' \A/ 1 .0 .78 IE A 14.8 CURB is GUTTER
SIDE WALL PER FF = 1116.1
1 LANDSCAPE ARCHI CT FF = 1116, 1 B �-=-' PE - 1115.3 FP�R HP Bl " 3"x4" REDUCER
kk�
1114.7 3 MIN PVC (SCHEDULE 40)
� PLA I � = 1115.3 92.07 L
FF = 1116.2 2 D l PE
5 I
• o.sz
I 1�G 1 2� 1 PE = 1115.4 ?.0; FF _ 1115.9 2 92.71 LF
'( 15.0 TG PE = 1115.1 00.6%
I ao I 3 14-271 14.7 TG 3 15.0 14.5 TG 3
o I I 102.0 LF 2 14.8 TG 14.15 IE �p 13.96 IE
15.0 TG 3 O 0.5% 14.34 IE 3 2 94.08 LF
GB 14.50 IE 92.Ofi LF 0.6% 14.5 TG
1 65 I 3 14.9 TG 2 O.sX 3 14.8 TG 3 3.73 IE
�• 14.4 IE 14.06 I 14.95• I 5' ; INSTALL POLYETHYLENE
0 F 22.QX 2 90.5 LF Z1!o
5 �r d% PLASTIC JOINT MATERIAL
5.1 TG O 0.6% N 14.8 TG rl7 "QUICK JOINT" OR EQUAL
• 0.5x
1 1/2 MIN. COVER
3
1 4. I I 2 15. � 3
14.62 TC 15.0 TG 3 �p z 5 14.02 IE
TR
` ;� 4 14.42IEz 94.09 LF� lJ 9 1 I o 14.1fi IE • O.fiz _ --
14.7 = t••i `- at', L. a •. .a-. •r
I 2 O 1.3X 1 15. 15.2 FP
15.0 FF
14.8 HP ;.j: a. •,.r-,�` r;Y W'
�p 15.2 } r:�
15.3
I
TIC � � � TG � � 3 14.4 TG
LOT r,-\15.1
I TG 15.1 TG 14.3 IE 3 14.7 TG = 1115.9 IE -
I �t 14.6 IE 3 = 1 14.2 IE GF 14.5 9" 6"
z
I 115.6 N�
1 cv 14.6 I E � �
I • 7 GF 1115.6 GF = 1115. GF = 1115.4
I N o 14.9
I LP As
1 1�G 1 lC 8j~ 0.6% �s 115.1 TG 3 7S 0.6% ��9 � tb
1 •� 1 FA t- F- .r,�14.6 IE 4 8 FA
1 6� Nip
I
1 Q� I 1•�G�P� 15�� FL-HP �y tiG 15.1 14.8 1�Q Q cn
1 Lr LP FQ LP
I 14 5 TG 3
41.7 N � 3 a� 14.1 i 14. IE
I ` GF - 1115.4 GF 1 4• = 4.4 IE 3 GF 1115.3 GF 1115.1
I I I 115.7 GF 1115.fi 14.6
14.6 TG 3 I I 15.0 TG 15.2 GF - 1115.5 LP 3 14.4 TG
I 14.1 IE 1 r 3 14.9 TG 14.7 TG 13.9 IE
m 14.5 IE Fp 3 3 14.7 TG 3
1 15.2 14.4 IE 14.2 IE 14.2 IE 14.7 CONSTRUCTION NATES
= I Fp 15.1 TG 3 90.06 LF 15.1 3 14.6 TG
fi" FH 15.2 14.6 I E 2 •O.
Ora FP 14.8 3 Jo I 90.27 LF/;N
1 I 15.2 • 1.7% INSTALL 4" P.V.C. SCHED. 40
II � N "
Q I 14.9 TG 3 -.Z o z 15,2 14.9 TG
O3 INSTALL 6 GRATE PER N.D.S. N0. 40 OR EQUIVALENT
Nle z IA 14.7
I 5 144.8 LF 2 i FLS 4.05 I 3 .1 FHFP 3 14.9 TG $ 14.5 TG 3 HP �4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER
I SIDE WALL PER • 0.5x a,p 15.0 TG ? 15.2 13.84 I ,t ^' 13.53 I90 CITY OF TEMECULA STD. DETAIL 303.
I LANDSCAPE A TEC 1 2 84.03 LF o 3 4.05 IE �Ifi HP 90.05 LF1113') zt19 2
I PLANS I I
O 1.7% CN O 1.7X 5.1 • 1.8%
1 I Fp 2 94.75 LF FP 14.6 T 3
t H 15.0 TG • 1.6% 2 14 8 TG 13.65 I
14.6
cn 1 14.12 TC 14.9 TG 3 14.09 I 3 3 13 36 I FP
n 4 66 YE 13.86 IE 94.76 L 1R
c*� 15.2 3 FF 14.4 TG a
I 13• 2.0�, 3 14.9 TG 2 O 1.6% 14.8 TG � 144.9 3 E
I 15.1 L I I `� 13.92 I IR 3 15.0 TG 3.55 I pr1.
2 25.00 LF HP = 1115.8 13.E I 3 4.4 TG 7 rn
�� i 0 1• � 1 O 0.5x 2 D � 13.55 I E 'L�
r' 2 1115.0 •o; 12'83 IE PE 1114'6 ENHANCED REAR ENHANCED SIDE BACKWATER
9 .81 LF
o .6% LOT N0CC . ELEVATION ELEVATION VALVE
0
1 2 FF = 1116.2 C 2 \
I 9g I
PE = 1115.4 2 R Exi 2 90.25 LF 1 X LEFT NOT REQUIRED 0
B EiD 15.3 15.3 FF = 1116.1 O 1.7X
A 2 N/A N/A NOT REQUIRED
1116.1 � � PE = 1115.3 14.9 FF = 1115.6
I 13'99 PE = 1115.3 84.03 LF 2 15.1 TG 3 = 1115.2HP P`E x
5 FF = 1116.0 1114.8 3 N/A N/A NOT REQUIRED Y
I TC Fp O 1.7% 13.41 I 15.2 85.03 LF 2 N 4 N/A N/A NOT REQUIRED o
15. 15.2 1 .2 TG 15.2 O 1.8% 14.6 m
HP 1.0'1 p 3 13 1 IE I-p 15.1 15.1 14• HP 5 N/A N/A NOT REQUIRED
I r 3 i 8 TG 15.3 W � ^' 3 4.4 TG
W 3 14.4 TI 6 N/A N/A NOT REQUIRED 0
3.17 I E p 14 g TG -- 12• S 14 1 TG fib N/A N/A NOT REQUIRED o
15.o rc _ 12 30 IE 69 N/A N/A NOT REQUIRED o
I i _ cli
3 2.82 I 3 2.65 IE j�AX S
20 0 20 40 60 S S S S 3. 1 3 1 3 70 N/A N/A NOT REQUIRED Q_
3TE-93 w 71 N/A N/A NOT REQUIRED 0
i 1 .17 IE 13.00 N '�`� o
w w w -016 72 X RIGHT NOT REQUIRED ►�
GRAPHIC SCALE �� 3 w �� 'g -p r�� bi
bi
AZ Iry
AN
V �,�• ^ �,5. ,wry " SFVXR 4 i
T. LIGHT 4 13.19 4 4 4 40 °'
IM RETAINING WALL PER rn
LANDSCAPE ARCHITECT N
\ LAKE FRONT RD
\ X ST. LIGHT PLANS AND(SEE SHEET
SEPARATE
\` WATER FOR TOP OF WALL) �
UND UND SERVICE
_
G7 � PLANNING ■ DE■ION ■ CONSTRUCTION (f)� 1 ��• W
U
LAJ
X
CALL TOLL FREE 27555 YWZ Rona,SUrM 400 -- - - - - Z
1-800-422-4133 ■ ■ ■ TEs.CALF 92591-4679 0
CONSULTING 909.676.8042 ■ FAX 909.676.7240 ■ wwwA9F.mn Q
Of
c�
TWO WORKING DAYS BEFORE YOU DIG LD03-159GR Z
Q
CONSTRUCTION RECORD DATE BY REVISIONS DATE CCU BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY / DRAWING NO. o
1(03 ISgo LocAYiou OF' ftrMoj vim, V � QRpFESSIp�,' MJB MJB RLS MCH RECOMMENDED BY: DATE: -ql3 Q3 DEp of PUBIC WOFM o
/ CITY OF TEMECULA
CONTRACTOR Uff 1 To 04r011W4A4%VAtF ARCH X-" HORIZONTAL �c"QAN C• t �� _PLANS PREP RED UNDER THE SUPERVISION OF
ACCEPTED BY: 4DATE: GRADING "'
TRACT 2aa28-1 PRECISE
AS NOTED
G NG o
2
INSPECTOR SEE PAGE 1 �p. �� DATE: _ �'�-�3 RONALD J. PARKS `' •'-- `- r PHASE 3
MATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS
DATE COMPLETED VERTICAL sr'l CI y�� 0��~! LOTS 1 TO 6 AND 68 TO 72 Q
f OF C A�1F R.C.E. NO. 63494 9-30-06 :: : 0
AS NOTED EXPIRES: R.C.E. NO. 19744 EXPIRES: 9-30-05 r���i�� a
PRECISE GRADING PLAN SHEET 2 of 3
NEWPORT ROAD
� I
cl
_
i
i
/ 0-Q L) 0.50%
�s 1.OX
� \ A t
Lm
" SEWER 46 �=600 " J -
/ N42'09'44"w BOOTH BAY D
� ,yg C •39
/
WA •'h•
" TER �� '� � ,�� �r
ci
/ � '•�',`(,� '!'F.V. ���V ^',,.'Ca �^]•� .V -
� ��• TE 6
L 06 AL WAL
BSC O 14.4 F 15. � yr
/ 29' r
15.04 8.62 _ 21.66 _ 29.99 29.98 W N
END1-°'•
TC "� / -ono WALL R? N� rn FALL v N W L VIA
I •- L uj TEPS
to
,n / N 2 SfEPSN O 6 o,
_ O 6 L
8 SS I 'K) c� '00 cn
14 99 �i LO 2 "�
Tc � 2 � �� \A/ � 3
I E 3R � A
I I g EM1R 67
17 D
1 , ' F 1114.7
I
�G at
o I I W
GB 8 S 8 w CO)
1k
I -\G 81
I �I
I K
8
O
14 56
I
TC
ODco 9.46
w
fD rn 10.1' t -4
13.17' r� 7.57' .34 7.63'
N 1
•�G IFp N 18 9 �n
' r '
I 6'1
1kG
k
�5
V_ ^ * Y
`n -� .09''-' 6.2
I � 13.17' 5.27 'n 6.32 � io
N 6.29' iD -n ° .45
TC .� �i
Q I ►� N
� I
. Eli
17'
O
O I-
m
.17'
1
8' I S 8
28 I g g 8
I ' ' R 1
'�
18 I � "' 1� �'
1 •-. r EC
,e' , I r
I
S' 1R E2DF 7
/w D 1114.6
I► 3 0
� I 2 C
EA:i 1ETJ2 E3. , .3 R 2
G r •99 I I BCL
'C C 14.25 FAL A
N
o I 5 '
9• cv - 00 0-0 t t
t N O
ND14-
N
k N WAL ^ `� N '� 1 .0 os rn
_7
N � - .
A L A �icn
d r °' M" 14.95 x
�N "' GIN- + Cp- AL N ^ S 33.99 w
r EPS 'n LL 'T It i�� ALL °'
m
�•� N 12.76 F �
i 6 .00' 8.62 7' n cn - .01 34.00 - WAL 4 TEPS
i EP '1 AL O6 1 •94 150TW
•$.
13.28 FG
O 6 15,p 3
\ ,y STEPS
20 0 20 40 60
�"�V �• "ry rycs o wry• ,`
�A%•V �� ��V �G " SEWER 00� L�441.00 rK)
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CONSTRUCTION RECORD DATE BY REVISIONS DATE CC-D BENCH MARKSCALEDESIGNED BY DRAWN BY CHECKED BY DRAWING � o
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AS NOTED W Nb.s3494 � ACCEPTED BY: DATE: 4 03 r TRACT 28929-1 PRECISE GRADING o
Exp. 9/30/06 ,� DATE: _ RONALD J. PARKS - PHASE 3
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MATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS
DATE COMPLETED VERTICAL sf'lF C1 �� Q�.�ti� __-_ = LOTS 1 TO 8 AND 68 T0 72
AS NOTED or C kXX R.C.E. NO. 63494 EXPIRES- 9-30-06 R.C.E. NO. 19744 EXP I RES: 9-30-05 �f�f- 19e9= 0
HORIZONTAL CONTROL AND FRONT YARD WALL SHEET 3 OF 3