HomeMy WebLinkAboutLot 18-20,30-36 Precise GradingLEGEND
TOP OF CURB
FLOW LINE
HIGH POINT
FINISHED GRADE
FINISHED SURFACE
GARAGE FLOOR
PAD ELEVATION
FINISHED FLOOR
WATER SERVICE
SEWER SERVICE
AIR VACUUM RELEASE VALVE (AVR)
FIRE HYDRANT
DRIVEWAY
STREET LIGHT
SLOPE
EXTRA DEPTH FOOTING
INDICATES AMOUNT OF
EXTRA DEPTH FOOTING
ACCESS RAMP
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T.C.
F.L.
H.P.
F.G.
F.S.
GF 0000.0
PE 0000.0
FF 0000.0
V N
17
III
O
rM
LOT NUMBER
INDICATES MODEL
UNIT TYPE 4
B
INDICATES ELEVATION
WATER BLOW -OFF 0
INDICATES STEP TO GARAGE FLOOR
(GF = FF - STEP)
THIS LOT REQUIRES A BACKWATER
VALVE PER APPROVED WATER AND B W
SEWER PLANS. PER SECT. 409 OF U.P.C.
I 48" 16" w
ct MIN. ITYP. Q
I tL
I MAILBOX 12" MIN.
( TYP . ) CLR.
I (FACE OF CURB TO q OF POST)
OR (6" BACK OC CURB TO OF POST)
a.c.c. � '-C'a�s e
SIDEWALK GUTTER
MAILBOX LOCATION
DETAIL N0. 1
N.T.S.
Underqround Service Alert
CALL TOLL FREE
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY
Contractor
Inspector
Date Completed
12" MIN. ABOVE PAD ELEV.
ROUND OFF TOP
P/L
I �
gFr,TTnt\i e -- e
THAN 5' IN VERTICAL HEIGHT
6" MIN.
MUDSILL \
12" MIN.
2% MIN. 2
21% MAX. MIN.
SECTION B - B
5' MIN. P/L
3' MIN. 1'
dM
MUDSILL MIN.00
6" MIN.
12" MIN.
--- J X 2: 1 MAX.
2% MIN. L6" MIN.
21% MAX.
SECTION C - C
&bed ⁢ lliMiam Frost do Associates
PROFESSIONAL D 6INOM, PLANERS & Sll KYORS
27555 TU RX, SE. 4M*TBEQlLA CA. 92581
(909) 676-8042 , FAX (909) 676-7240
TRACT N0� 23 11 143-4
PRECISE GRADING PLAN
PHASE 6
�6" MIN.
/ MUDSILL
12' MIN.
2X MIN.
21% MAX.
NSI P�IV'
5111 n n 111W AM
EILOT
ITEM
M
UNIT
GRADING (10 LOTS x 15 C.Y./LOT)
>t� z
z
10'
OR
12'
5' BCIPT rr
5'
-::
5' C 5'
69
�-
MIN IN
MIN MIN
0
I 48" 16" w
ct MIN. ITYP. Q
I tL
I MAILBOX 12" MIN.
( TYP . ) CLR.
I (FACE OF CURB TO q OF POST)
OR (6" BACK OC CURB TO OF POST)
a.c.c. � '-C'a�s e
SIDEWALK GUTTER
MAILBOX LOCATION
DETAIL N0. 1
N.T.S.
Underqround Service Alert
CALL TOLL FREE
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY
Contractor
Inspector
Date Completed
12" MIN. ABOVE PAD ELEV.
ROUND OFF TOP
P/L
I �
gFr,TTnt\i e -- e
THAN 5' IN VERTICAL HEIGHT
6" MIN.
MUDSILL \
12" MIN.
2% MIN. 2
21% MAX. MIN.
SECTION B - B
5' MIN. P/L
3' MIN. 1'
dM
MUDSILL MIN.00
6" MIN.
12" MIN.
--- J X 2: 1 MAX.
2% MIN. L6" MIN.
21% MAX.
SECTION C - C
&bed ⁢ lliMiam Frost do Associates
PROFESSIONAL D 6INOM, PLANERS & Sll KYORS
27555 TU RX, SE. 4M*TBEQlLA CA. 92581
(909) 676-8042 , FAX (909) 676-7240
TRACT N0� 23 11 143-4
PRECISE GRADING PLAN
PHASE 6
�6" MIN.
/ MUDSILL
12' MIN.
2X MIN.
21% MAX.
NSI P�IV'
5111 n n 111W AM
TYPICAL SIDE YARD DRAINAGE
W W U1JIANLL I-KUM rKUNI rKUrLKIT LUKNLK IU IHE GARAGE
CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
BEMH MARK
RIVERSIDE CDINrY DESIAMTICK T-"
21/2' W DISC IN CX CUND STMU T-27-81.
AD T11 INTERSECTIOIIRMS CA
DF FRONT ST. N LIF. 118 3.4 IM IACNEIrSi M
RKM CALIF. RD. 44,N�119 OF MID CALIF. RD. 13 S1IiIM OF A 4'2 01D U
M 2'U OF PIIMR POLE # 175113E. SET FIEF IM PMT I'MMU
U
OF EW.
IMiI. DAIS; �*f ELEV. 13.562
w
RICHMOND AMERICAN
104 W. GRAND AVE., SUITE A
ESCONDIDO, CA 92025
(760) 145-1605
REV I S I ONS DATE ACC ' D BENCH MARK SCALE QRD V E S S JO*
D
We
HORIZONTAL ,���� �0 • TA c^�
SEE ABOVE AS SHOWN No. 60132
Exp. 06/30/04
VERTICAL Jt C/ V Iv �!
flF
N/A OF C Ov,1���
INDEX MAP
SCALE: 1' = 200'
LOTS INCLUDED
PLAN
1 �
48.00
SITE
PLAN PLAN
2 50.00'
TYPICAL OVERALL FOOTPRINT DIMENSIONS
(PRODUCT 2) - SUMMERTON
SCALE: 1' = 30'.
CONSTRUCTION NOTES & QUANTITY ESTIMATE
EILOT
ITEM
pUANTITY
UNIT
GRADING (10 LOTS x 15 C.Y./LOT)
>t� z
z
1% MIN. 6, TVP. o, mm
MIN, 15' IV, a, NAD
F;
5' BCIPT rr
5'
-::
5' C 5'
C
MIN IN
MIN MIN
10iE>II
IOTEa
z ?
? z
IN
�
o
lox o
1 CU N
0X
�X N
�X
TYPICAL SIDE YARD DRAINAGE
W W U1JIANLL I-KUM rKUNI rKUrLKIT LUKNLK IU IHE GARAGE
CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
BEMH MARK
RIVERSIDE CDINrY DESIAMTICK T-"
21/2' W DISC IN CX CUND STMU T-27-81.
AD T11 INTERSECTIOIIRMS CA
DF FRONT ST. N LIF. 118 3.4 IM IACNEIrSi M
RKM CALIF. RD. 44,N�119 OF MID CALIF. RD. 13 S1IiIM OF A 4'2 01D U
M 2'U OF PIIMR POLE # 175113E. SET FIEF IM PMT I'MMU
U
OF EW.
IMiI. DAIS; �*f ELEV. 13.562
w
RICHMOND AMERICAN
104 W. GRAND AVE., SUITE A
ESCONDIDO, CA 92025
(760) 145-1605
REV I S I ONS DATE ACC ' D BENCH MARK SCALE QRD V E S S JO*
D
We
HORIZONTAL ,���� �0 • TA c^�
SEE ABOVE AS SHOWN No. 60132
Exp. 06/30/04
VERTICAL Jt C/ V Iv �!
flF
N/A OF C Ov,1���
INDEX MAP
SCALE: 1' = 200'
LOTS INCLUDED
PLAN
1 �
48.00
SITE
PLAN PLAN
2 50.00'
TYPICAL OVERALL FOOTPRINT DIMENSIONS
(PRODUCT 2) - SUMMERTON
SCALE: 1' = 30'.
CONSTRUCTION NOTES & QUANTITY ESTIMATE
EILOT
ITEM
pUANTITY
UNIT
GRADING (10 LOTS x 15 C.Y./LOT)
150
C. Y.
DESIGNED BY DRAWN BY CHECKED BY
JT JT MT
Plans Prepared Under The Supervision Of
Date: /5 00
JOHN D. TANNER III
R.C.E. No. 60132 Expires 6--30-04
RECOMMENDED BY: DATE: 413!0,140
ACCEPTED BY: DATE: 49;Za 0b
DEPUTY DIRECTOR OF PUBLIC WORKS
RONALD J. PARKS
R.C.E. No. 19744 Expires 9-30-01
VICINITY MAP
NOT TO SCALE
GRADING NOTES
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE CALIFORNIA
BUILDING CODE, CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES.
3. MAXIMUM CUT OR FILL SLOPES = 2:1.
4. 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
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
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
TOP OF CUT SLOPES.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
ONE FOOT.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY:
PETRA GEOTECHNICAL, INC. ON SEPTEMBER 23, 1998
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT.
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
THE APPROVAL OF FINAL INSPECTION.
12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
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13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT o
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET.
14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 6i
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 0
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 0
15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- 0
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS o
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
U.P.C. CHAPTER 10.R. a_
0
00
16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING, w
17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE Q
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON �
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED z
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. o
LDOO- 117 GR
ca
C I TY OF TEM I II Drawing No.E � lJ L A DEPARTMENT of PUBLIC WORKS �
000
TRACT N0. 23143-4 0
PHASE 6 Q
PRECISE GRADING PLAN
LOTS 18-20 & 30-36 SHEET 1 of 2 �
TITLE SHEET
F1ATF PREPARE::• (14 /7F� /(1(1