HomeMy WebLinkAboutTract Map 29929-1 Lot 29-36,53-59 Precise Grading GRADING NOTESTrart
1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Niom
�9� 9999 1
CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE recise r ading
a r
SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM
OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . HAS 1A LOTS 29� 36
53 - 59 PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH. ■
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT a a e of C In City of Temecul lif orna
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
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 LEGEND sn�
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
TOP OF CUT SLOPES. ►
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN INVERT ELEVATION IE Ir 7 lrs
ONE FOOT.
FLOW LINE FL �t� �► �r ,
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES HIGH POINT HP all
DATED AUGUST 15, 2001 .
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE FINISHED GRADE FG VICINITY MAP
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- �' �� �� NOT TO SCALE
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-- FINISHED SURFACE FS
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. �j
GARAGE FLOOR GF 0000.0
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING S
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE is PROPERTY LINE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
TION
NSPEC- PAD ELEVATION PE 0000.0 j
T ION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR / EDGE OF AVEMENT cv iv
EACH LOT. FINISHED FLOOR FF 0000.0 ACCESS IZ
EASEMENT
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' I N VERTICAL HEIGHT AND FILL ? T
Q WATER SERVICE
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL ✓ ` ''% +� GARAGE .1s' 6' -+P
f, %f` PER �p I I GARAGE PLAN
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE SEWER SERVICE �S R
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT
CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. ,/ T IES, RIND 1
DRIVEWAY r•,
f �� LOCATION PER PLAN PAD B B PAD zN
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS "
FF - - FF
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS p9 '
MATERIAL. SLOPE
' r FG PER PLAN -+1p M I
,' /✓'j / PER PLAN
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN LOT NUMBER
MUST BE CLEARED KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. " - z - z
j ;� f �� 6 MIN. PATIO o� PATIO o�
PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT 1 �O MUDSILL IN GARAGE AREAS RETAINING WALL - z z
OF FILL MATERIAL. UNIT TYPE/ELEVATION A Q4r r r �� SILL I S 6" MIN N PER SEPARATE PLAN " '
t HE I GHTEND STEM WALL �-..--SIDEWALK
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF C� HEIGHT PER PLAN ABOVE FINISHED R/W c'�- PARKWAY
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL INVERT ELEVATION IE C� �� GARAGE F GROUNDCORED CURB UNLESS
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO = CURB OTHERW I SE NOTED
ADJACENT PROPERTIES. BACKWATER VALVES BW PER PLAN
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED S
BY THE DIRECTOR OF PUBLIC WORKS. ENHANCED ELEVATION TYPE_ EH b1 �� GARAGE DETAIL TYPICAL LOT DRAINAGE
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE EXTRA DEPTH FOOTING - �J' � N.T.S. N.T.S.
� �� DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE AMOUNT OF EXTRA CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO DEPTH FOOTING - t9 J'
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. Q D
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS 1 .5 HEIGHTEND STEM WALL
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT Sr j
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. AMOUNT OF HEIGHTEN - 2 '9b tS R
R
� j� j�
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING STEM WALL 12'j� ACCESS ESMT5 5•
. 3' UTILITY EASEIuENT
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- MIN. S/W ARKWA
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-- 10t
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL AC.0 •
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. Q� P� '< TOP OF WALL
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PER PLAN
�,�
PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES 1.0% Q 1 .0% 1.0% Q'1 .0% 1.0%
OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE 00000° ° MIN_ MIN• MIN. IN. MIN.
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 4 PVC Q
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, SCALE: 1 " = 100' FOR ALLEY CONSTRUCTION SLOPE PER PLAN 01
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT SEE ACCESS ALLEY DETAIL " ��' Fc 2.0 M I N. G �N
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER LOTS INCLUDED ' -
10.R.
CONSTRUCTION MOTES OUANTITY ESTIMATE P� 0.5% N00
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT tik. ' Q�•PP�
LESS THAN 1/4" PER FOOT FOR A M I N I MUM OF 3 FEET. NO. QUANTITY UNIT GF PERcn
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 1 LOT GRADING (15 LOTS x 50 C.Y.) 750 CY PLAN _ �' ~ e 0L�,!
0 N . O
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 2 " Nf FG= w 24 `'' SECTION A-A m
INSTALL 4 P.V.C. SCHED. 40 2 475 LF PAD ELEV. R M
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. w 3 MIN N.T.S.
INSTALL 6" GRATE PER N.D.S. N0. 40 OR EQUIVALENT 96 EA PAD ELEV. 0-1
%j u 10' 10' 2' S
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE � 2 Q o
e
THE APPLICANT AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- Q CONSTRUCT PRIVATE DRAIN THROUGH CURB PER 17 EA
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON CITY OF TEMECULA STD. DETAIL 303. od 3 ! 't�' fi" MIN. 3. 16' MIN. 3. 16' MIN 6" MIN.
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED e °� 3 VARIES RIES a 4�'P 2. 16' M I N 1 ' 1 ' 2. 16' M I N LO
e VA
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. rn I.5`MIN 1.5%iN "1,0� Q' 1 .0% MUDS I LL * * MUDS I LL
00 0000 0 00 0000 00
��Q MIN MIN• FG FG
y EXTRA DEPTH •. EXTRA DEPTH
y FOOTING
I--••----+� r=te 1= .=� - =PAD ELEV-FG •'' � . FOOTING
23.67 23.67 23.67 SEE TRACT 29929 1 ROUGH GRADING PLAN =PAD ELEV-FG
FOR ALLEYWAY SECTION AND CONSTRUCTION MATERIALS WHERE NECESSARY WHERE NECESSARY
TYPICAL FOOTPRINT
N
�k�K�k 12"OR 18" MIN. 2: 1 MAX. 3" 12"OR 18" MIN.***
SCALE: 1" = 40' ACCESS ALLEY MIN.
2% MIN. 2% MIN. �
UNDERGR(MD SERVICE SOURCE OF TOPOGRAPHY OWNER / DEVELOPER N.T.S. 21% MAX. 21% MAX.
O �T PLANNING ■ DESIGN ■ CONSTRUCTION BASIS OF BEARING NOTE SECTION B-B
cr_
w
PHOTOGRAMMETRIC SURVEYS, INC. LENNAR COMMUNITIES UNLESS OTHERWISE NOTED
CALL TOLL FREE 27WYNEZ ROAD SWE 647 MAIN STREET, SUITE 1A 391 NORTH MAIN STREET(STE. 301) THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST *** VARIES PER SOILS REPORT z
1 ~800-422_,4133 TEMECULA,CALIFORNA 92991-4679
RIVERSIDE, CA. 92501 CORONA, CA. 92880 ONRAAMAPROFONRATTHE NO.C29286L INE MB 098%86G89 MARGARITA ROAD AS SHOWN CONTRACTOR TO VERIFY: IF THE SWALE FLOWL I NE IS LESS 2 LD03-284GR
C ONS U LT I N 13 909.676.8042 FAX 909.676.7240 www.RBF.can (909) 686-5103
THAN 5 LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM I S 1 LD03-224GR
DATE OF PHOTOGRAPHY 8/5/98 (909) 817-3600 A MINIMUM 6 BELOW SWALE FLOWLINE. (SEE SOILS REPORT) z
Two WORKING DAYS BEFORE YOU DIG LD02_228GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD BENCH MARKSCALE ��F S S 10 DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o
Q �'�! RJB RLS MCH RECOMMENDED BY: DATE: '� Q3 CITY Q TEMECULA DEPAIM afr OF PUBLIC WORKS
8/03 RBF , REMOVED NOTES 5 & 6 FROM PLAN; EDITED 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN t�0 w C.
CONTRACTOR ALLEYWAY SECTION. CONCRETE CURB STAMPED "R I VERS I DE " HORIZONTAL ,`'v@ �� yr ��, PL S REPARED UNDER THE SUPERVISION OFLO
10/03 MJB COUNTY BENCH MARK T-46-81 RESET 1997 ,� z _ ACCEPTED BY: DATE: '� Zs �3 T TRACT 29929-1 PRECISE GRADING o
2 EVISED LOCATION OF FOOTPRINT AND RET ASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED `� r O
rIn
INSPECTOR WALL ON LOT 29. THE SOUTHEASTERLY CORNER OF THE BRIDGE � gyp°'s �� 'a DATE: _ 104121„6„ RONALD J. PARKS PHASE 1A LO
OVER SANTA GERTRUDES CREEK; 4.5' C ` MATTHEW C. HICKS
DEPUTY DIRECTOR OF PUBL I C WORKS -- - -
DATE COMPLETED NORTHERLYSIF THEKSOUTHERLY SIDE OF THE VERTICAL sf'l 1 v I �� LOTS 29-36 AND 53-59 Q
f�F� R.C.E. NO. 63494 EXPIRES: 9/30/06 R.C.E. NO. 19744 EXP I RES: 9--30-OS °r''r- -iia-- a
ELEVATION - 1097.163' AS NOTED or C�� •>� TITLE SHEET SHEET 1 OF 3
Q 6" FH
I
O
� I
/ (n \
Z
lb
'� • 1.0% 0.91%
31 32 STOWE ROA 33
i
RETAINING WALL PER , FH
��, ,� ,�G �` v �` �G �G �` - ��+ �` 1
LANDSCAPE ARCH. PLAN 6
AND BY SEPARATE PERMIT ��ti •�'S
CO
1 1�,�,�` 1'L• ��' C 4 PVC RW
REMOVABLE PLUG FRONT YARD WALL
w
w w 1 : 3 w 3.1 IE 3 w 3 w 1 3 w 2�36 3 4" WYE
TG
' TG PER PLAN
,-1,16.2 14.08 4. Pgfi:-7-8. I S 3 S S 3 S S 3 1 .36 I S �` W
- 3" PVC jIE PER PLAN
5.9 15.8 TG - 14.3 TG A.
3 16.3 TG 16.4 HP 16.2 HP 13.78 I 3 1 .7 FP 3 13.18 IE 3 12.62 IE •q9 P'�- 4" PVC
14.39 IE 16. 6.6 16.3 3 15.5 FP 15.3 15- 14.9 14.5 FG•2 14.2 \ 5.5 LF 'y S lC IC R P\-PN SLOPE PER PLAN
1 .9 FG FG 2
Fr. Fr. Eg FjFG FG FG 14.7 FG FG FG \
�G O 21-5 I I lE 'r°r.
15.6 15.6 15.0 TG 3 14.3 W 3 �� 10 82 0 6 4 TG PER PLAN
16.5 FP
VO 2. 0 LF 92.20 LF 3 3.80 I FG FG 13.4 IE 2 91.33 LF 3 , IE 2 I 5' PARKWAYIE PER PLAN
1 .5% O 1 .5% 2 3 ., 2
3 16.0 TG 13'80 I 15.2 TG E O 0.96X 14.1 TG 12.6 IE i `�
1 3 3' PUE
2 89.66 LF 14. 14.5 I 3 1 .1 FG 3 13.4 IE 1R ® 3 12.7 IE _ _ 5' S W
O 1.5% p FF = 1116.7 3 FF 1115.7 14.1 T 3
3 R 1 PE = 1115.9 C 3 .2 I PE = 1114.9 1
3 14.8 IF C 3 FF = 1116.1 3 3R D fi' i
C r 14.1 IE FF = 1116.4 PE = 1115.3 1 •2 I g�l
15.7 FP 14.3 TG FF = 1115. '�
FF = 1117.4 FF = 1117.1 PE = 1115.6 3
37 PE = 1116.fi PE = 1116.3 1 .7 15.5 2 •85 LF 14.8 HP 2.9 IE PE = 1114.2]
O 1. FF = 1115.3 ( �
PE = 1116.9 16.2 FP �1. -E M 15.2 FP 15.0 FP 14.5 HP PE = 1114.5 92.50 LEO I
16.4 FP 2 90.66 LF 88.85 LF O 1.0% o i
3 14.4 IE 14.4 IE 3 O 1.48% 2 2 14.3 HP
1 .7 FP 15.6 0 1.2% O 1 .4% 14.1 F4' # ,
16.5 3 1 T 16.3 FG 16.1 FG 2 92'S0 LF � AA NT
5 5 R/W
.1 3 14.4 I E 3 FG 2 91.33'0 0.96% 1.2% in
4.40 I 3 14.3 TG o 3' i 4" WYE AS REQUIRED SIDEWALK
15.B TG 15.1 TG 14. T FL OF PIPE 1/2
16.3 TG 16.0 TG 5.9 FP 3 3 3 13.2 IE 3 +� "
3 3 14.6 IE 13.9 IE 13.9 I 13.2 IE 3 c,� INSTALL
15.2 I 15.1 I 88.85 � - N 13.0 IE PUE
ABOVE GUTTER 6" REMOVABLE
2.pZ N'` 3 14.6 IE 2 O 1.48% �h►. N 3 13.8 IE 13.7 I 314.7 FG 2 3 4.1 TG N FLowL i NE PLUG
1 I� o 13.2 IE "
N• �„ 2 �a� i INVERT ELEV.
144 v,, � 4 PVC q• 1.2X I
PER PLAN 2%
90.66 LF 14.0 TG
-- ,-
16.4 FP 2 0 1.3% 15.0 FP 13.5 I E ul 14.3
0 1.3% 15.5 FP �r, 14.8 W 14.3 FP 14.1 FP ® 1� �'L• -
16.5 � 15.8 FP 15.7 14.7 TG
G I
15,5 T - 14.8 TG 3 14.6 TG 4.0 TG 13.8 TG f •
FP 3 16.2 FP 1 T 3 3 14.2 IE 3 .2 - 3 13.5 IE 13.3 I 3 I
14.3 IE 14.8 TG
16.37 16.0 TG 1 '2 15.3 TG 14.1 I E 14.0 TG 3 Q •.�. _��-: "`_.,. _ - r _y, F: ;-_ -
1 TG 3 1 3 GF=1116.2 14.8 I 3 � 14.3 I 3 GF=1115.2 13.5 I � �-AiY�.;
1 _ _ -4 15.3 TG GF=1115.9 \ GF=1115.6 GF=1114.5 GF=1114.2 A~r
>``
iA 4"x4"x4" TEE
��• pro• �h• �h• �h• ��• .�� �'S• �3. CURB k GUTTER
SEE TRACT 29929-1 ROlX2-I GRADING 3"x 4" REDUCER
PLAN FOR CONSTRUCTION OF ALLEYWAY ,� O I 3" MIN PVC (SCHEDULE 40)
�X--g, At-
Nzx", /,,ro�l I,)
/--b�4p
N
w rn U 15.2 U co
16.2 TG GF=1116.8_ GF=1116.2 _ �' o, 0 GF=1114.7 14.1 I
3 _ GF-1115.8 15.3 F6 N
15.7 IE .1 3 15.8 TG ,5:6 TG 3 •1 15.2 TG 3 15.3 =1115.5 GF=1115.2 I01
16.4 3 1 TG 15. T 14.7 IE HP I/ �.
� 1 .8 TG 3 1 -415.83 15.4 _ 1 1 1 14. - - 14. � �G
HP HP
i INSTALL POLYETHYLENE
2.0 L 2 89.79 FP /,\15.1 50% TG 15.0 TG CD HP 14.4 TG 3 B PLASTIC JOINT MATERIAL
r� 2 3 14.6 T 13.9 I E I " QUICK JOINT OR EQUAL
0.78 14.5 IE 3 1 1/2 MIN. COVER
N N 75.0 LF 2 14.1 I -0.2.
Z• O 0.53% I HO
16.1 TG 15.9 TG l �t EA T :: :. . ._= • . :a ;• ,.. ., -.
10 3 3 15• 15.3 14.7 N r k • ..
_ 15.3 FG _ _
Q)15.5 I G N 16.3 FP 6.1 FP 3 15.6 TG 3 3 ,5.4 T 15.1 �i �, r ,
5.07 I .r _;- ;.• -.+ -
0 14.94 I 15.2 TG FP I 4• 2-� {r a►• }• :• r
IN 88.74 L100.6 F 2 14.5 I E 3 N
14.7 FP = -; •:.
4.7 T 96.76 2 I "`+ •. ti
3 16. T 6.0 T FG 8¢ 3 3 14.3 IE 140.3 74% 1� / 9" 6" N Z
13.76 I 3
5.0 IE 3 4.B L 3 14.5 T I /
52 1B 4 R .1p 1 R '1 B- 2 0.56 �. 14.5 TG 3 14.0 I
PE = 1116.9 C` 16.3 �, � FF = 1116.3 'L� 14.1 14.7 HPFF /
1 1 FP D 1 .7 FP PE = 1115.5 14.9 TG 3 14.9 /
FF = 1117.3 6• 14.3 IE 1 3R
PE = 111 fi.5 3 1 T KP-:1116.7 3 1��1 TG ? FPcn �/ 3 1115.9 15.1 FP r VTMAL EMM
2 88.74 LF 2 1 T 1 89.79 LF 2 4.7 FF = 1115.7 FF = 1115.4 5'
O 0.65% ® 14.71 I 3 0 0 0.50% 2R FP PE = 1114.9 PE - 1114.6 / / E
16.2 TG 3 1 fi.1 TG E 15.4.4 TG 15.2 TG 15.3 80.0 LF
3 15.1 IE FF = 1117.0 92.0 LF 14.35 I 3 FP A 4.5 TG 2 00-50%
91.22 LF 14.3 /
0 0.91 X = 1116.2 O O• 2 2 75.0 FF = 1116.0 E 3 14.5 T 115.8 3.54TG
0.67 PE = 1115.2 30 3.85 I 14.6
HP HP FG
/
16.4 O 2 14.6 / Go
FP 16.5 16.3 FP 4. 3 HP ,5.9 3 15.4 TG 3 14.1 IE / LOT N0. ENHANCED REAR ENHANCED SIDE BACKWATER o
FG 16.1 T FG 3 15.0 TG l 14. ELEVAT I ON ELEVATION VALVE
3 1fi.3 TG 3 4.25 IE 3 14 14.9 ,4� A4.5 14.0 /
14.87 IE S TE1 - - - S 10 I J Hp 14.4 T 3 .9 29 X LEFT SIDE OT REQUIRED U
3 _ S 3 15. s 3 3. 18 T k 30 OT REQUIRED
14. IE -- --
$ 3 14, � � ` £ 31 OT REQUIRED
w w
_ 4 / 32 -- -- OT REQUIRED
14.� 3 w �
S � ZE
. _ �� w �� rr3,� 33 -- -- OT REQUIRED o
-.% �`. °' tic" N C 34 __ �- OT REQUIRED o
"" 35 �- -- OT REQUIRED 0,
` w �,• �_ ,�� 36 OT REQU I RED
-
12
�. .: � f VC 53 �� -- OT REQUIRED i
D
- - � -�',�• � 54 -- -- OT REQUIRED
55 -- -- OT REQUIRED �
o. z 56 -- �- OT REQU I RED
- CONSTRUCTION NOTES 57 -- -- OT REQU I RED
13.6 58 �- -- OT REQUIRED N
" FH RIM G2 INSTALL 4" P.V.C. SCHED. 40 59 X RIGHT SIDE OT REQUIRED N
a3 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT v
�4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER
RETAINING WALL PER DETAIL ON THIS SHEET w
UNDERGROUNDSERVICE LANDSCAPE ARCH. PLAN' � � �
CD PLANNING ■ DESIGN ■ CONSTRUCTION AND BY SEPARATE PERMIT "_20 Q v
A.ETl1 G��.• , 1
S R GO-W-TRI CT WIDE RIMM 9 1TTER IL
�_ TOLL FREE 27555 YNEZ ROAD,SU rE 400 / 20 0 20 40 6O LW3 284GR z
1-800-422-4133 TEMEECULA,CAL FORMA 92591-4679 -
C O N S U LT I N t3 909.878.8042 ■ FAX 909.676.7240 ■ www.PA3F.com , LD03-224GR
GRAPHIC SCALE LD02 228GR z
Two WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS DATE CCID BENCH MARK �p F E S S 1 DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o
- & J SCALE ��'/� RJB RLS MCH RECOMMENDED BY:--.4" DATE. m. C OF TDM of PUBuc w
8/03 RBF 1 REMOVED NOTES 5 1c 6 FROM PLAN; EDITED 4�0 -A C.
CONTRACTOR ALLEYWAY SECTION. HORIZONTAL y f ANS PREP ED UNDER THE SUPERVISION of ¢ z8 ¢ x TRACT 29929-1 PRECISE GRADING o
10/03 MJB 2 VISED LOCATION OF FOOTPRINT AND RET a SEE SHEET 1 A NOT ` ` ACCEPTED BY: DATE. 3 0
S ED No.63494 2
� DATE: ��?�7- RONALD J. PARKS PHASE 1A �
INSPECTOR WALL ON LOT 29. Exp. 9/30/06 DEPUTY DIRECTOR OF PUBLIC WORKS
VERTICAL L ` M TTHEW C. HICKS LOTS 29-36 AND 53-59
DATE COMPLETED 411 1 r, E%%- R.C.E. NO. 63494 EXPIRES:RES: 9/30/06 R.C.E. NO. 19744 EXP I RES: 9-30-05igea:= a
AS NOTED or c��� PRECISE GRADING PLAN SHEET 2 of 3
1
1 IIIIIIIPIIIII"IIS-I 111111.1 ---- Tn IIIIIIPIIIIIIIIII -- ------- � I•Illlllllllplllll
A� ------------------
11�•
'� • � 1.OX 0.91 x
31 32 STOWE ROAD 33 7 -
3 STEPS
RETAINING WALL PER 06 7 6" N g
LANDSCAPE ARCH. PLAN .4 L REY. WALL BY SEPARA >
v v 15.9 TW c� 'ti" M v c� N �, A ca �;
AND BY SEPARATE PERMIT `` �' 14.24 FG ~ ^��' '� ~' '� �' ��' PERM I TI PER RBF STRUCTURAL
Q PORT DATEDWALL
OCT. 24, 200
1 \ �
16.4 TW 16.4 TW 15.9 TW 15.4 TW 15.0 TW 14.3 TW 14.,5 1 W Em WAI i BEGIN WA
14.85 FG LL 1 .94 F 14.2
- _ 30.00 30.00 3a.0O 23.30 12.0 T
N - F3 STEPS - o NWA BEG I I�h� _ c° 14.2 T •q9
co - ° co r ^ r� ° co O 6
- ----
------------- r- O 6" r co .n r ��y 12.0 T �
►� i
N n M
n r
-3 STFPS
3.17 2 M L r
vi O fi
A_ E
1R FF = 1115.7[FF �
3 R 1 PE = 1115.9 3 C PE = 1111 1E 14.9 IFF = 1116.1 �]R 1 10
C F B PE = 1115.3 A
IFF = 1 ��
FF = 1117.4 FF = 1115.3
FF 1117.1 FF = 1116.4 - PE = 1114.2 ;,o�
PE 137 L116.9 = 1116.6 PE = 111fi.3 PE = 1115.6 g PE = 1114.5 II
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FF = 1117.3 PE = 1115.5 C
PE = 1116.5 FF = 11197 F FF = 1115.4
2 PE = 111FF = 1115.7 PE = 1114.6 /
® 2R PE = 1114.9 /
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PE = 1116 FF = 1116.0 O /
2 STEPS 1 STEPS ^ PE = 1115.2
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CONSTRUCTION RECORD DATE BY REVISIONS DATEACCT) BENCH MARK DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o
10/03 . MJB V I SED LOCATION OF FOOTPRINT AND RET. SCALE Q�� S S��"'�! RJB RLS MCH RECOMMENDED BY: DATE: Z$ 4 CITY OF T o Q
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CONTRACTOR WALL ON LOT 29. �, PLAN PR PARED UNDER THE SUPERVISION OF Lo
�' ACCEPTED BY: DATE: ¢ �.3 T TRACT 29929-1 PRECISE GRADING o
INSPECTOR SEE SHEET 1 AS NOTED No.63494 DATE: ` � RONALD J. PARKS =
cle- Exp. 9/30/0 PHASE 1ALo
VERTICAL s MATTHEW C. HI KS DEPUTY DIRECTOR OF PUBLIC WORKS -- � i
r cr v I� LOTS 29-36 AND 53-59
DATE COMPLETED elf ���� R.C.E. No. 63494 EXPIRES:RES: R.C.E. NO. 19744 EXP I RES: 9-30-05 �e•°,r............- a
9/30/06Q
AS NOTED of c�� fHORIZONTAL CONTROL AND FRONT YARD WALL SHEET 3 OF 3 �