HomeMy WebLinkAboutLot 1-16, 18-29 Precise Grading PRECISE GRADING PLJkN
GRADING NOTES:
1 . ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM BUILDING CODE, CHAPTER 33,
LEGEND
AS AMENDED BY ORDINANCE 93-04. Sjkvi)( ERS IMILL DF - DEEPENED FOOTING
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A OW LI
NE
FS - FINISHED SURFACE
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. FG - FINISHED GRADE
3. MAXIMUM CUT AND FILL SLOPES = 2:1 . TRACT GB - GRADE BREAK
NO . 9 GF - GARAGE FLOOR
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. HP - HIGH POINTLP - LOW POINT
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL TC - TOP OF CURB
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION HA 1 TF - TOP OF FOOTING
REPORT FOR ALL FILLS OVER 1 ' DEEP. TG - TOP OF GRATE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN TW - TOP OF WALL
TRACT BOUNDARY
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING - RETAINING WALL (BY SEPARATE PERMIT)
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, OT 1m16 & in 9
ELEVATION AND LOCATION OF CUT FILL SLOPES. 90 - LOT NUMBER
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. PLAN 4C - HOUSE PLAN TYPE
FF-1 109.67 - FINISH FLOOR
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. PAD=1 109.0 - PAD ELEVATION
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS 5' HIGH PEREMITER MASONARY WALL
INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81 -420-01) DATED 4-26-96 AND ALL - PILASTER
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND II -
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF - ~-
THE PRELIMINARY SOILS REPORT.
A
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 �- PAUB R UNLESS OTHERWISE NOTED ON PLAN
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION �-
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. SEE PLAN FOR DRIVEWAY GRADE
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR --� 1 II
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN 16 II I �� v�.�
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN 17 / O
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. I 32 ALO 1% MIN.
II •/ r---
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, I
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL.
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, I
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A Q II I 3'
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 90 MIN. 1 ,
I �i 15 I � 5
31 II PLAN 4C 2% MIN,
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE18 I MIN.
� II P.L. FF=1109.67 MIN.
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER 3 II I
AND DAMAGE TO ADJACENT PROPERTIES. I I 3
L PAD=1 109.0
oz II Z
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. II I 1. : I
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY I- 30 II I 3 1' 1 GF=1109.0
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST I �� , _ _ _ _ 14 II I 1 MIN. MIN.
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. Z4
II I 1 z
W I
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE y 19 2� MIN.21% MAX.II 1.
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES I > 1 I 1 PAD
OVER 30 IN VERTICAL HEIGHT. 9
I 29 II
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING I
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN I U M 5 II I 1
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS 13 0 , II I � SWALE
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. II I 1 v V
ZS fn� I I
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS 20 r II I �. SIDEYARD LOT DETAIL TYPICAL LOT
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND V', II I
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL r I 1 N.T.S. DRAINAGE DETAIL
BE PLANTED AT 10 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT w, 6 1 II I N.T.S.
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R II
� 27 12 II
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR II
A MINIMUM OF 3 FEET. 11 21 1 II
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. / -- �" 1
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF Z6 / I
ANY CONSTRUCTION/GRADING. I
1. TO RIVERSIDE
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIScu
To CORONA
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED 11 8 I I I I
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 22 I z�
11 T7
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
I I 9
� �
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. I 2Jr I 10 I III Z PRG R
q >
24
NOTE. I 23 _I _ III
SLOPES AND TERRACE DRAINS TO BE MAINTAINED BY L _ _ _ _ - r �- -� I� n
INDIVIDUAL HOME OWNER.
--- -- --- II � o N
EARTHWORK QUANTITIES PRECISE GRADING -- - -- II00
i II pNUBA RD �o
N
CUT = 1,120 CUBIC YARDS40 C.Y. LOT CONSTRUCTION NOTES:
FILL = 1,120 CUBIC YARDS (40 C.Y./LOT) y
YARDS (40 ) Cit 0f Temecula RD.
�
1� INSTALL PRIVATE DRAIN THRU CURB, CITY OF TEMECULA STD. 301 , PORTON CAMPANULA WAY
vE
2Q INSTALL 12"02" DRAIN GRATE (NUMBER'S 1230 OR EQUAL) too
HIGHWAY 79 �
STATE �
INSTALL 4" PVC (SCHEDULE 40) o
TO SAN DIEGO
4� RETAINING WALL (BY SEPARATE PERMIT) PROJECT
�-,
5� 5 SITE HIGH PEREMITER MASONARY WALL (BY SEPARATE PERMIT) SHEET INDEX ,
DESCRIPTION SHEET z
INDEX MAP VICINITY MAP TITLE SHEET - NOTES & DETAILS 1
NOT TO SCALE PRECISE PLAN PHASE 1 LOTS 18-20 & 28-29 2 c�
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81BASIS OF BEARING SCALE: 1 "=100' PRECISE PLAN PHASE 2 LOTS 21 -27 3
F
e� ORr ro
Underground PRECISE PLAN PHASE 3 LOTS 1 -4 & 13-16 4 w
�y �0 9 2 1/2 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION PRECISE PLAN PHASE 3 LOTS 5-12 5
Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS OWNER/DEVELOPER.
of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND
SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN J�
Call: TOLL FREE MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1 E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS RILINGTON COMMUNITIES LLC
7' CHAIN LINK FENCE, 21 'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56'23"W
1 -800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 277 RANCHEROS DR., SUITE 303 L�QZ,.Q05Ca� m
422-4133 FIBERGLASS WITNESS POST SET 1 ' W. OF MONUMENT. SAN MARCOS, CA 92069 LD01 - 142GR Q
TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 TEL. (760) 471 -5460
c.D
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: PLAN SCALE m
The Keith Companies CITY OF TEMECULA 0
1/07/02 LMD 1 REVISE FF ELEV. FROM 0.50 TO 0.67 ALL LOTSV PROF L SS/( Inland Empire Division AS SHOWN Drawing N o.
Contractor ��C SYPH S, RECOMMENDED BY: DATE: ll 4 DEPARTMENT OF PUBLIC WORKS
CHANGE HOUSE LOCATION LOTS 15, 18 do 20 �`� �� ti� �> PROFILE SCALE o
QD 4/ 22690 Cactus Avenue, Suite 300 Moreno Valley, CA 92553-9024 (909) 6537e34
Inspector � No. 18784 � e"N NA ACCEPTED BY: DATE: s �- PRECISE GRADING PLANS `�
SEE ABOVE Exp. 6/30/05 I TRACT N0. 25892
Date pared Under Supervision f RONALD J. PARKS
/ DEPUTY DIRECTOR OF PUBLIC WORKS
Completed CIV
`��9� IL ��\P Date DRAWN BY: LD aL PHASE 1 --3
F of cA��F° E. JO H/ HA DESIGN BY: CG - LD
R.C.E. W. 18784 EXPIR 10 DATE 6/30/2005 H K R.C.E No. 19744 Expires B/30/05 LOTS 1 - 16 8e 18-29 Sheet 1 of 5 z..
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TERRACE DRAIN do
INTERCEPTOR DITCH
PER ROUGH GRADING
PLAN LD00-120CR 711
r N
W
r r N
w
Lit 10' PRIVATE cn
DRAINAGE EASEMENT
- r N
88.56' � _ 78.00 . AR t N
o
� -O N 1
'1 f
- 102.30' -
2:1 MAX 0
� r N --- -1Q8,$� o r--� •�
2:1 MAX
tip's 7 7.40 ,
2:1 MAX -��, 2,1 MAX •`� >
r No 1?8
0 h� X60 2:1 MAX
2:1 MAX
2:1 MAX N
coo
-� cr 0
1+08.00
r' TW=103.13 Q PRIVATE o 3s O
F
tP�c3` 980 '�` � � U =97 13 DRAINAGE EASEMENT 26 �.0 1+00.00 60 �,► 3
1 X MIN o o 8 PVC ----.► X MIN Fc '° 3 co
31.00 G +
---�
1+04.00 0 ( YARD DRAIN _ _ TFC o
1 X MIN 2 h%9) \ TW=102.33 '" > 1+00.00 y .. 25.0Q % MIN o
'L TF=96.4 O '� o
TW=06.13
TF=00.80
!ur%1
0+92.00 to MIN _..
=90.0 -� LA
TF�g 0 g� rn 0+96.00 5 .\`0 �, 00
x,s f 12
1 2, 4.67 F� cn TW=101.80 NP-F�- r �- 31 �O A
M sg 24.p' Z8 TF=96.47 4 ,? 0 0 1'r.o FF.-.
6 B 5.p' 5p• ,
�, PLAN 1 R
27 � _• FF=1198.67 4 o O� ►� z 2 7.0' PADS 1226 0 6 725.8 2 �,, 32
LU O F\' MI 30 Hp-FL 16.5 PLAN 1A \[�.A
PLAN 2R - PAD= .�• FF=1236.67
F� r 29 PLAN 28R
LU =11$fi.67 5.0' D 2& � Z' z PAD=1
�'Ab=1 18fi.0 X z -1218.47 rj,5 ._ 236.0 30.
S w 0+3 14.4' PLAN 2 PAD_
\C� TW=90ot
.00 t FF-1202.47 1 1217.8 Q•
_� z o� PAD=1201.8 35.5' RAIPRIVATE 9.6' 10.0' 3 N y`�S�
GF=11$fi.1 � TF=84.B7 '
Q%jNAGE 3 ;O
■ 0+24.00 0 o F�6 6 �G 1 EASEMENT 6• eLO -o c�cr `�3 S z l
TIN=90.Qp -G GF; �3 J "^ s \- -� A SO
TF_ a GF=1201.97 1 1.0 1217.97 \� ��
-84.OQ GF=1 197.67 GF=1226.17 , O O o
L V�
00 z r°' Q 0 �c) ,q6+ U, 10. 10.0 0+12.0
_ �O
o1 I �, F Q•8 TW=06.1 6 22 41 GF=1236.17 C r
TF-00.1 INV
+28.0
ry 1 G =101.80 0+00.0 6 121NV UN' i�v W ` rn �� 1 1 3 1, Vi�S'GB_ _►1 116 °��' M r'� 0 3
3` 0 8 u' �" °� �' F=95.80 � _ �` 0 ° - a g�` 3311 `0 +
X
TW 04.1 J T 2 �'�ry ° �_
S �2 9 TW+86.00 ��,, 0+00.00 =00.1 -gip
SNI 'J4.03' TF=82 g� =100.47 - 42.095 •7 S�9s � r =31.0 1v G' o� ^� `°•� 0 2 G0
F=95.13 03.16 16. g TF=25. v HpFL
•Z � L=94.47 /7' - .� ? ti ° � 1
6
�� ti gti oo?- �o� �� - ,,��,• f 27.25 8.27
+ 9 S g g S - � \� L-85.96
p)CIO
f r + j � + W CO(D 0 cnp M �� N + �N� 1 00
NOD
Z ►v �^+ ��
7+p O°' �►w 5+00 N \,x +oo U
0 C' -� _ rn 6+00 �o� °° L �- -, - ' _°' CAS N O W +
a O S n r r c, C, -
+ _ - S _ S / N N S r+ -4 vP3+00 �ryZ y _ 2+00 D
ND 1 -I(_- N � W S � N. s-
---------- -� � - navy
r _
r 9S-
•S 2 8� - -� S C 6 $ o d - U �, r,0 S r u+ 7�3
PRECISE GRADING 0 8 0
14.5 66, FG V >s 20•p� $$ -
c 3 Fs� off. S � » o.
CONSTRUCTION NOTES: - �, =z8.,7' S �s �s F�'2s L=32.62' FS s z
9� w FS �
6 0 L=32.15' 3 6
9 - =113.85' ,24.79' 8' n S 4
O INSTALL PRIVATE DRAIN THRU CURB, CITY OF TEMECULA STD. 303 ��- _ 34____ �; _ - 65.12 ,c-S 370 00
tlm 27.28
1 0
° r: � 0+00.00 �� o �. Q N L=56.14' .*� 1►�
2 INSTALL 12"x12" DRAIN GRATE (NUMBERS 1230 OR EQUAL) -�� F8�.9 `� TW=94.67 °q o°' �� O - 1A o� `� G'OS• J'�`� "N �s.
N S-G 3' =88.67 �Q a' °�i'�4�
�6 0� B TF ^� a '4 O g ao +
3 INSTALL 4" PVC (SCHEDULE 40) ce °4 14.1' , GF=1210.17 _5 _ �� 00
GF=1224.17 23 ,�
4 RETAINING WALL (BY SEPARATE PERMIT) ��o$ GF=1190.67
C_° -86 �, 08 ✓ 10.0' „ Y
5� 5' HIGH PEREMITER MASONARY WALL (BY SEPARATE PERMIT)
B Ge
4 w
py
z 0. ' 10.0
12
NOTE: °F Li
N o �° 10 3
SLOPES AND TERRACE DRAINS TO BE MAINTAINED BY 1 Z 4 N ,� 0 Z 2 3.30 _
z $ rG THE SPECIFIC DESIGN AND
INDIVIDUAL HOME OWNER. `" �� Q
- 20 �.6' x � 19 a �Q'� � 18 20 CNV � � �- 4� MATERIALS UTILIZED IN
41.8' z
`�` a PSN 3R `z' ASSOCIATION WITH THE
5.1' PLAN 3R ,L PUN 3 0�,9 2 09.50 x FF=1224.67 a 59.0' m
FF=1191.67 °���, FF.12' 6,�� Q8 4p rG 20.6' PAD=1224.0 a �;, , CONSTRUCTION OF WALLS
F8r 3 1 PAD=1191.0 90 1 PAD 2 A �Nv �� so o tio�� 31.0 ,• �� ALONG PAU BA ROAD SHALL
24.1' O� L
-` �'' BE REVIEWED AND APPROVED
g \1 II BY THE PLANNING DEPT.
d� 9.6' �, o°,\
yA AFC r° ,i Q yA X°�`°^�„' LLJ
11+04.00 2
! - -•zq� p - 17 MIN 50. 1 X M I N
�. �° TW=94.67 �� �4'� ' '�s'� �oo
� 1% MIN c T FG 0000 00 40 00 4 ��n ,P z
95.30 u7►r? 0 ,no G 3�.5 •c�p J�� o°rrn° + 3 v�
8
.0 9 FG 2:1 MAX i
G 130-00 �,, FN) o`° -O cri _
FG � O
00 000 r: Nr-0 �- O
9 Oo 000 o`o U O) 2 06 o ar o 11 o� iN 2:1 p 3)S i CL
1
4.85' as►`� o ori r .�cr o S 'So H � . MAX ry. "� ,5 0
,cc0 +rn II
o��c o '� O ^�
+ u ►I -
--- 06•7 -0 c \�� '��� '� %��°• MAX 00
� � �, �r�
1+12.00 1X MIN pF 4 o Fv U•
cn
97.00 _��- �- z � r MIN ,`F �a 1 r'�� c�LA cy
' TF=91.00 '�,0 06► ,_
O �'
0 1% MIN -- �,c,•-> N N 0 o `, �c Q un
�. 1+04.00 QEF �176 MIN 3 OElf
GRAPHIC SCALE w ��' �� ,� Tw�97.00 0 's �'
0+96.00 �- yA3, �G u/
�Q TF=91.00 0 ao �G ,c. =20.33 �,�
ao o`O ! TF=15.67 28.0• cv -r-
y, MIN 0 O ��
ti $ 7.2' 6 14 + II „ ro O o° 3 31.4' o
I N FEET ) r 'O 9� -F FSO PUN 3R 0 ``ti o`�h cam, N 15 y'd, o
9I FF=1207.67 pL,,,,, 3 '� .Jr 1 ti 0 Z ,Q'Z c�
30 0 30 60 90 ° 4- pAD=1207.0 FF=1217.87n'�
G F� 13 ►,? N as PAD=1217.0 J` .�'� CD
•t puN 3R �! � Z
C) N =1192.67J.. ,q z 68 F z a 16
1 $h0 i s
PAD=1192.0 ro0 �� � �p 2 u7 PLAN 1 10*
g r
» 12 O1 N N d - 4 33.9' > - .
1 = O'1. 10.0 , d' r FF-1232.67 4k-
301 Z
P�,N 3R 27. Z bD
�, g 16.7' SAO � N I� PAD-12,32.0 I�
rr1 00
1 no.67 7► �[ T�'e
SEE SHEET 4
FORE LLJ
Underground
Service Alert nl
of Southern California J
Call: TOLL FREE m
1 -800
LbD2-8D5 CSI
422-4133 LD01 - 142GR <
Q
TWO WORKING DAYS BEFORE YOU DIG N
Ln
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: PLAN SCALE CITY OF T
The Keith Companies
A LOTS LSSI�Nq� Inland Empire Division 1 "=30' ' ! DEPARTMENT OF PUBLIC WORKS Drawing No.
1/07/02 LMD 1 REVISE FF ELEV. FROM 0.50 TO 0.67 ALL w E P H
Contractor RECOMMENDED BY: DATE:
�� oS sy �ti PROFILE SCALE
MOVED HOUSE ON LOT 18 BACK 1 y �. o
MOVED HOUSE ON LOT 20 BACK 2' �a �/ 22690 Cactus Avenue, Suite 300 Moreno Valley, CA 92553-9024 (909) 653-0234 NA `� PRECISE GRADING PLANS
Inspector W No. 18784 A ACCEPTED BY: DATE: 1 1 av
P
Date SEE SHEET 1 Exp. 6/30/05 s epared Under Supervision Of RONALD J. PARKS TRACT N0. 25892
Completed `r�q7 CIVIL ��\P Date DRAWN BY: LD DEPUTY DIRECTOR OF PUBLIC WORKS
F o _ PHASE 1
�� CAS\F E. SE SHAW DESIGN BY. CG LID DD�� Q r�
R.0 No. 18784 EXPIRATION DATE 6/30/2005 H K CG R.C.E No. 19744 Expires 9/30/05 LOTS18-20 DL ,�8--2 9 sheet 2 of 5
r
SEE SHEET 2
a o ^ p O pp! GF= -
��� co 0001198.17 ar A -
I
o.t .t K
' , p p II 11 _ a ----
DF 0
25.1 moo+ --N _ 96 + 0.,
-- -- -__ _ FL-G�
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_ N �.
� 22 p _
6'� 0 1 MIN ! W t 0 0� __ -- - -- ---_ -
1 O+ II � r VL
I '
c� 2:1 MAX � � �06
i `rn�,
N I c� 4 ,
/ - - --- 4 'ti + n --1% MIN_ T
k _ —_
q 24.1, �, 17: MIN ,�
TERRACE DRAIN do - ----� ' cV -------- -�. ^ �C 3 p
-
INTERCEPTOR DITCH to 1207.E .� °4°coot g o• - '1
PER ROUGH GRADING 106 FL N o o `�'hh v do % ��ta 2:1 MAX ,�; ^Ai
PLAN LDOO-120GR _ N
_ Z 12.6% + 8.87 ��,
i
1217.81 �� ..�. -_--_-___�_
fi.5�DW � "� 1 X MINFL - -
2g y 46
N W S - go CO o
�.�_
N �' N N !y5 �` �n 8 ! ^ �`�' 57.4_ -
---
1 10 p' CL _
00
1199.93 - - - 2s•0, 2Ob
L PU�'ASICM
n I 10_6% C
S WAR 'C �o• 3 0 .._ _- _ _.- ---°- b N
a' 1 X MIN
--- _ 1 N
— �Cg N
R7 ^p(ij (� Z
it r- •O
�' o+ I 11 + GFS 8.0'
V �... ------ p „ C ,182.1 -- -
�a 5 _ c 2:1 M -- ----
AX
4
1 +T - -
t
�r�� _ ry IC..
_ O
PUBLIC DRAINAGE EASEMENT / o =77•,3 r -_ _.: t� -� _. � 8 20 PUB I
n Hca FL 3..s� r- _ -` 17L SEWER EASE
-_
r �6 - _ SEWER_. .: 20' PUBLIC - 2:1 ISA
-- ------ ---- ----------
-- L 6.5'D - -- ---_- - ---
_ W 7' 2��1
5 � ,
=t r v. �S ;� -� --_- 1% MIN «�� �. C Ln
co
/ Z N 28.2' r -_ \ 5;3a� C� 25.Q \•
N
a 4 7 00. 3 ° n r
_.,
� � ...� � GL240 � Us M
1�
� . � 29,5"' �. M
� � i � v opo N
FL64 ^ Ul
o �� 10o M 1 H
S
� n' 1
IN
MIN �-
��F�. PRECISE GRADING
76.4 I ` �1N
� L-G cF� � I �F
10. CONSTRUCTION NOTES.
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