HomeMy WebLinkAboutLot 17, 30-32 Precise Grading PRECISE 43FZ,,ADIN43 PLAN
SAVV)f E Fts 1Y1 I L L
GRADING NOTES: LEGEND
DF - DEEPENED FOOTING
FL - FLOW LINE
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM BUILDING CODE, CHAPTER 33, FS - FINISHED SURFACE
AS AMENDED BY ORDINANCE 93-04. TRACT 25892 FG - FINISHED GRADE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BEA NO . GB - GRADE BREAK
GF - GARAGE FLOOR
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. HP - HIGH POINT
LP - LOW POINT
3. MAXIMUM CUT AND FILL SLOPES = 2:1. MOD
TC - TOP OF CURB
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. TF - TOP OF FOOTING
TG - TOP OF GRATE
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL TW - TOP OF WALL
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION 0 0 & - TRACT BOUNDARY
REPORT FOR ALL FILLS OVER 1' DEEP. , , - RETAINING WALL (BY SEPARATE PERMIT)
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN 90 - LOT NUMBER
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN 4C - HOUSE PLAN TYPE
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, FF=1 109.67 - FINISH FLOOR
ELEVATION AND LOCATION OF CUT FILL SLOPES. NOTE:
NO PARKING WITHIN PAUBA ROAD PAD=1 109.0 - PAD ELEVATION
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. WILL BE ALLOWED.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
TIT-
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS
INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81--420-01) DATED 4-26-96 AND ALL
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY PAUBA ROAD
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND ���� II � UNLESS OTHERWISE NOTED ON PLAN
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF II II I * * SEE PLAN FOR DRIVEWAY GRADE
� II
THE PRELIMINARY SOILS REPORT.
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 1
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION lir 6 II II 1 yo
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. I II 1% MIN.
<v
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR 32I f� II
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN 1 Nz
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN 2 I II II ( =>
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. II II 1
I
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, I � II II 1 90 M N.
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. I 15 II I 11 1 5 PLAN 4C 2% M1IN.
3 18 I 11 P L MIN, MINI
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, 3 1 II I 11 I FF=1 1 109.
0 z
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 1 II I 11 PAD=) 109.
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. L II I 11 1 �I
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE III 11 1
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER '
� 1 I 11 3' 1 GF=1 109.0
AND DAMAGE TO ADJACENT PROPERTIES. 30 II 11 1
14 1 I MIN. MIN.
z
METHODS.
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED Z 19 4 1 II I 11 1 2% MIN.
W 1 I I 11
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION PAD 21% MAX.ESPECIALLY J� o
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST I J 1 II I 11 1
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. I 29 J r 1 II I 11 1
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE II V M' 1 II I 111 1
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES 13n 5 II I 1 SWALE
OVER 30' IN VERTICAL HEIGHT. If
28m I I
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 20 .................. �, I I 11 1 TYPICAL LOT
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN H 1 II I 11 SIDEYARD LOT DETAIL
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS 1 II I 11 N.T.S. DRAINAGE DETAIL
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 1
6 1 II I �� N.T.S.
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS 12 II 11
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND 27 II 11
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL II \\
21
BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT \\ 1 �I 11
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R ! l f - 7 ( 11
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR
� / I
A MINIMUM OF 3 FEET. / 26
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. /
11 8
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF = 22 / / I 111 TO RIVERSIDE
ANY CONSTRUCTION/GRADING. I / / / To CORONA Ell
I
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS 25 I 10 I 9
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED I I I II
DURING CONSTRUCTION. UPON REQUEST THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY I I l - 11
v
�- �
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. I 24 I 23 r I l I11 1, m �p R O i T� (,``' U)`��
I� 1 (A w
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT.
[I I 0
25. EXISTING SIGNAL LIGHT SHALL BE RELOCATED PRIOR TO BUILDING PERMIT ISSUANCE.
�- II PRECISE GRADING RD.
NOTE: - II CONSTRUCTION NOTES:
SLOPES AND TERRACE DRAINS TO BE MAINtAINED BY � i
INSTALL PRIVATE DRAIN THRU CURB, CITY OF TEMECULA STD. 303 RO' � �o
INDIVIDUAL HOME OWNER. p Ausq
2Q INSTALL 12"x12" DRAIN GRATE (NUMBER'S 1230 OR EQUAL)
City of Temecula Ro
3QINSTALL 4" PVC (SCHEDULE 40)
EARTHWORK QUANTITIES of POR 10`A CAMPANULA WAY
�-,
4Q INSTALL 1 x 4 REDWOOD HEADER 79 O
CUT = 160 CUBIC YARDS (40 C.Y./LOT) STAGE H�GH\N
FILL = 160 CUBIC YARDS (40 C.Y./LOT) 5O INSTALL 3„ A.C. PAVING OVER NATIVESOIL 0
F--
if
INSTALL 6" AC DIKE To SAN DIEGO PROJECT '
I 7� INSTALL 4" WHITE STRIPING SITE z
O
INDEX MAP INSTALL CONCRETE CURB STOPS
VICINITY MAP �
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING SCALE: 1 "=100' 9O INSTALL CURB OUTLET, CITY OF TEMECULA STD. 301
fNOT TO SCALE
oRE Y
Underground 2 1/2 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BASIS OF BEARINGS FOR THIS SURVEYIS THE 10 10' CURB TRANSITION 'j
o Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO CENTERLINE OF PAUBA ROAD BEING N86 43,06,E OWNER/DEVELOPER:
of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND PER P.M. 21/61 -67. 1 1 RETAINING WALL (BY SEPARATE PERMIT) JI
MARGARITA ROAD IN THE N.W. CORNER OF THE INTERSECTION 1 ' E. OF A
Call: TOLL FREE RILINGTON COMMUNITIES LLC
7 CHAIN LINK FENCE, 21 'x 16 AROUND SO. CALIF. GAS VALVES, 40 N. 277 RANCHEROS DR., SUITE 303 12 5' HIGH PEREMITER MASONARY WALL (BY SEPARATE PERMIT) 0)61-864CAT m
1 -800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. SAN MARCOS, CA 92069 LD01 - 120GR
422-4133 FIBERGLASS WITNESS POST SET 1 ' W. OF MONUMENT.
TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 TEL. (760) 471 -5460
r...J
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE CITY 0 TEMECULA `1.�J
RIFE-SS/0 Inland Empire Division AS SHOWN Drawing No.
1/07/02 LMD 1 REVISE FF ELEV. FROM 0.50 TO 0.67 ALL LOTS �Op �F'H �q� P /AaZ DEPARTMENT OF PUBLIC WORKS
Contractor ,. Oma' �Xx F� PROFILE SCALE RECOMMENDED BY: DATE: 0
ADD BUILDOUT LOT 17 U, y �_ ,_
kz/ 22690 Cactus Avenue, Suite 300 Moreno Valley, CA 92553-9024 (909) 653-0234 NA O
No. 18784 , ��-�- PRECISE GRADING PLANS
P
Ins ector SEE / Exp. 6/30/05 ACCEPTED BY.Date � '04 d Under Supervision Of RONALD J. PARKS TRACT NO. 25892
Completed `r�qJ CIV 1� ��\P Date �� b z DRAWN BY: LD DEPUTY DIRECTOR OF PUBLIC WORKS MODELS
E. JOREPH SHAW DESIGN BY: CG - LD 19744 9/30/05 LOTS 17, 30, 31 & 32 Sheet 1 of 2
R.C.E. N 18784 EXPIRATION DATE 6/30/2005 H K Y' R.C.E No. Expires
EL
w� .B)
00
r +
O _ O
r ++ C 3)
10' PRIVATE o? G
DRAINAGE EASEMENT
�
A i >x '5 S ra• 2F�
29 cc)
�N ¢S
o
or yr •
3
� O
--_ _� 77.40 C� 14' k a 3 , 6'
03.2
VL
77 A
2 `\ J Yom/
r63 2:1 MAX
1
I 2:1 MAX20.0 M
2:1 MAX 00 CD 0
_ ..
,c- 8 .0 a
� a 3 "mom GFS 1237.67 z
w
as N `O 3.0 ° ° �-
Jr c 0
00 �h _ 8 0 3s 0 60 o 1
0 �' �� G
1+0%.00
260 TW=31.00 �� 5�0 _
17 MIN F G* TF=25.00 % -MIN 17 'L w
10' PRIVATE -- -- V �rF� N a, r r
DRAINAGE EASEMENT y v w Q' �`_ 12 59.0
't pV,N 1R �
FFIS .17
8" PVC 't ., z PA0=1237.5 ��6' as
I �o �� -3 �';�o h%3> Ln
YARD DRAIN 0.0' ,�S o
DO �F?
+00.00 0 31
I 1 y�c 32 �� oma^ +
06 ___j1MIN r.
PLAN 3B 5.0' "' PLAN 1A �' THE SPECIFIC DESIGN AND xo
'�• i 17
FF-1226.67 25.8 16.5' ,:2 FF 1236.67 MATERIALS UTILIZED IN
0 �
PAD=1226.0 HP_FL ;� PAD-1236.
,S, s ASSOCIATION WITH THE N 1% MIN F •S
27.0' �'? a Q 3 'O 8o CONSTRUCTION OF WALLS ?� 5 F� 14 G
4 I `� " 3 ? ALONG PAUBA ROAD SHALL
30 SS t/1 0 118.44 11 t'�
N Z 3340 o T . BE REVIEWED AND APPROVED Q) o
gI PLAN 2BR Q
�' ° �` >0 BY THE PLANNING DEPT. ry ^"' o U`FF=1218.47 /H 1�e
10.0' Q
PAD-1217.8 t3`
� � X � �o' iD
LP
\ F=1236.17 �w r S�9 �j'
10' PRIVATE 9 6 �'1-J 4'
DRAINAGE EASEMENT E Y `ti �� o� 11 �� o '� G' 1T. MIN G -�
5.5' L GF=1226.17 22.41 �h- G� 1� .1% It 3�"I �, �' F
1 GF=1217.97 INV 3 5�GB_ _�
w� w 11 1 1.0' 2& 1 1 ~�N r,
w (A ?6, cr ,L G0
� v �� ov �y 0-
+j .0
+12.0
0\1
TW
r s39sa' a ,y \�
' 8.27
Q N Z�06. 63w ti 00 �_
W -
3 ULTIMATE BUI
LDOUT
TF�00.1 ,2.8 N TW=31.0
INV U' TF=25. LOT 17
p+00.0 _
TW=04.1 Q
1) > (Y
TF�Oo.1 �`L ) F '� ' °�
N(o. �' NOTE:
+ W 2+00 ' ° ���� \ LOT 17 MUST BE RE-GRADED, COMPACTED
o$ � r + I'� ,9 N�,, W ( AND RE-CERTIFIED PRIOR TO ISSUANCE OF
o CALLE z A BUILDING PERMIT.
o +00 rn �n3+00
0;CU - _ -�rn _ "` - r �+ C 37
�N � + S S 01
5+ 0 Ci r'� A o Z
S S , URA
S r g' 3
N
- � 30
cc) ,��94/ly8�s 20 FS $S FS'3� g� ��w�
o r' G
01' FS L-32.fi2' L=32.15' 65.12' L=5fi.14' it �� °r"' I� `�¢`
m 03
w �- �°` �' Asx � �'�`' 6' , PRECISE GRADING
� � N •��' -gig ` ' o��s' CONSTRUCTION NOTES:
0
Q0
) 0 GF=17241 '� r 1D INSTALL PRIVATE DRAIN THRU CURB, CITY OF TEMECbLA STD. 303
GF1210•17
' 1B 5 INSTALL 12"02" DRAIN GRATE (NUMBER'S 1230 OR EQUAL)
24 -o
1 4'J 3� INSTALL 4" PVC (SCHEDULE 40) 7
5LLJ
4� INSTALL 1" x 4" REDWOOD HEADER
} I
Np
` n Q INSTALL 3" A.C. PAVING OVER NATIVESOIL
59.0
N (�Gv1 co
INSTALL 6" AC DIKE
6 7 Cn
s J
o 0 `�o a N 7� INSTALL 4" WHITE STRIPING w
Coo 4 ��, ➢ 0 8� INSTALL CONCRETE CURB STOPS
�o .0
4 ��
AN 3>S 9Q INSTALL CURB OUTLET, CITY OF TEMECULA STD. 301 0)
F
10 Ln
10' CURB TRANSITION
lop
I
`
RETAINING WALL BY SEPARATE PERMIT
NJ ,�"� o "� 2:1 MAX cr ( )
x` Io
o G - 12 5' HIGH PEREMITER MASONARY WALL (BY SEPARATE PERMIT)
% MIN FG
NOTE: o
SLOPES AND TERRACE DRAINS TO BE MAINTAINED BY
INDIVIDUAL HOME OWNER. 0
i
z
GRAPHIC SCALE
0
IN FEET )
FORE W
Underground 30' 0 30' 60' 90' w
o Service Alert
JI
of Southern California
Call: TOLL FREE
1 " = 30' L1VbZ-004 CQ K Q m
1 LD01 - 120GR Q
422 4133
TWO WORKING DAYS BEFORE YOU DIG co
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE CITY OF TEMECULA r
of Esse 1 „=30'
eR oN� Inland Empire Division � DEPARTMENT OF PUBLIC WORKS Drawing No.
1/07/02 LMD 1 REVISE FF ELEV. FROM 0.50 TO 0.67 ALL LOTS � PH RECOMMENDED BY: DATE. �-S DZ
Contractor ADD BUILDOUT LOT 17 �oS 5,��F�_ PROFILE SCALE
0
W �i 22690 Cactus Avenue, Suite 300 Moreno Valley, CA 92553-9024 (909) 653-0234 NA / PRECISE GRADING PLANS
Inspector �� No. 18784 ACCEPTED BY: DATE: oL r
SEE SHEET �I 1 Exp. 6/30/05 Ian P aced Under Supervision Of RONALD J. PARKS TRACT NO. 25892
CDateompleted �q CI V I`- � Date DRAWN BY: LD DEPUTY DIRECTOR OF PUBLIC WORKS
s �P o o z
MODELS
4-
l£ OF CA\- E. JOSEP SHA DESIGN BY: CG - LD 19744 9/30/05 LOTS 17 & 30-32 Sheet 2 of 2 0
R.C.Vr. No. 18784 EXPIRATION DATE 6/30/2005 H K Y• CG R.C.E No. Expires