HomeMy WebLinkAboutLot 9-18 Precise Grading PRECISE GRADING PLANS FOR :
PAD PAD ELEVATION
FF FINISH FLOOR23100 - 4 VINEYARDSTRACT GRADING NOTES:
GFF GARAGE FINISHED FLOOR
FL FLOW LINE
1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE,
HP HIGH POINT PHASE SIX L 9 - 18 CHAPTER 70, AS AMENDED BY ORDINANCE 457.
FS FINISHED SURFACE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%.
TC TOP OF CURB DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE
22 LOT NUMBER CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
3 - PLAN NUMBER
3AR A ELEVATION
3. MAXIMUM CUT AND FILL SLOPE - 2:1.
R - REVERSE PLAN o 4_ PROVIDE 5' WIDE BY 1' HIGH BERM OF EQUIVALENT ALONG THE TOP OF
DEEPENED FOOTING .,
ALL FILL SLOPES OVER 5' HIGH.
o- -iii STREET LIGHT = w • 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A
Dal FIRE HYDRANT COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS
o •
RETAINING WALL (BY SEPARATE PERMIT) • BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION
� o
(ALL WALLS ARE TYPE I-B, PER CITY OF o FOR ALL FILLS OVER 1' DEEP.
TEMECULA STANDARDS UNLESS NOTED IN. w " 6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF
TEMECULA ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF
OTHERWISE ON PLANS FL *m
ELECTRICAL VAULT 3' 2' COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED
� •ELEV. IS QUAL TO OR GREATER
SEWER LATERAL DEEPENED MIN. MIN. ' THAN B PAD ELEV. " • • ' GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT.
CERTIFICATION SHALL BE TO UNE, GRADE, ELEVATION AND LOCATION
WATER LATERAL FOOTING " • OF CUT/FILL SLOPES.
INDICATES� FINISHED F LOWERED GARAGE WHEN
REQUIRED MI o • , ' �G�
PAD ELEV. 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM
B INDICATES BACKFLOW PREVENTER REQ'D 2:1 MAX. w M A 0P • �� FLOWS, ALONG THE TOP OF CUT SLOPES.
?•� 3' ! �'
12" MIN. 2% MIN MIN. �! , Q�� " 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER
21 X MAX. o N,q P1` w THAN ONE FOOT.
MIN. .. _ e�� M " 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH
PAD ELEV _ , Q�� / 7 0 o RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY
\/ LEIGHTON & ASSOCIATES DATED MARCH 25, 1991- TWO SETS OF THE
LOT N0. • �'� o ' FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING
Err M ' DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
N " ' G�� a SCALE' =200' RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN
7
SECTION » — » 12' MIN. � n
A A DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
o
2% MIN. o • PRELIMINARY SOILS REPORT.
N.T.S. 2176 MAX. n
I z_ I ,. 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT
B i » ' LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND
!� 3 '• DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO
13 . BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694-
• „ �
F.F. ELEV. 7 6411-
PAD ELEV. �9� 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND
I 1 1 I ' 0` FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL
1 Q ` ' 0 'p4 BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE
1 +. w FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO.
I AFTER FINE o L • • � 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
GRADE, PROVIDE FL U
5'WIDE BY 1' 5' 10' MIN.- ++ •
/ G.F. ELEV / HIGH BERM ��
_ � � • • • +• 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND
z OR EQUIV. �- „ p . * +• • „ • HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER
x 1 MTy
6' MIN. G�`��P �' V 4 • DELETERIOUS MATERIAL.
'
TIN 13_ IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,
» • }' P THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM
CURB FACE SIDEWALK " : . • NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED
MIN. • '°
DIRECTION OF FLOW 2X MIN. MIN. 1 BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL
17' ��,O w o •' s �;
NOTE: G.F. ELEV. IS AT THE FRONT EDGE 2176 v px� .�. *;X �� 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
" y x <,` >> ~ > '1 '' �� PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL
0 2 `' .. :y-._ --,- SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
APICAL LOT FINISH GRADING SECTION " B-B" . � � PROMENA� y ADJACENT PROPERTIES.
. .
N.T.S. N.T.S. a HEMIN COU CH
15_ DUST SHALL BE CONTROLLED BY WATERING OF OTHER APPROVED
+� i"T. METHODS.
• • . • o 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST
55.50' . CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS.
62.50' „ • PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
wLACERw • BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING
50.50' . o OPERATIONS.
,. r . " s " _ , • 17. STABILITY CALCULATIONS WITH A FACTOR of AT LEAST ONE AND FIVE-
_ * TENTHS (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN
• ' ' " _ VERTICAL HEIGHT.
" o • 18. A REGISTERED CML ENGINEER SHALL SUBMIT CERTIFICATION OF
» a . BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE
g El REQUIIVE D, THE
EA LEVATION (WITH RESPECT
RESPECTO 0 AN EA LEVEL) SHALL
IF DJ CENT GROUND
tO 9C,�. ` • n : » '• • SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT
a
GROUND SHALL BE GIVEN.
INDEX MAP
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH
SCALE: 1" = 200' ROSEA ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND
PROJECT COVER. SLOPES OVER 15" IN VERTICAL HEIGHT, IN ADDITION TO GROUND
` SITE COMBINATION THEREOF.R, SHALL BE PLANTES RUBS SHALLWITH APPROBDTREES.E PLANTED ATU 110' ON
CENTERS; TREES, 20' ON CENTERS; COMBINATIONS, 15' ON CENTERS.
QUANTITIES: SLOPES JR 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT
RRIGATION�SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., ;
Lit QUANTITY: CHAPTER 10.r. c
7 �
FINISH GRADING 195 CY 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT r
UA NOT LESS THAN 1/47 PER FOOT FOR A MINIMUM OF 3 FEET.
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES
SHALL BE PERMITTED.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
VINEYARD MODEL FOOTPRINTS
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
��
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT
RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY
-p FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING
Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: PRIVATE ENGINEER'S NOTE: DE CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS C
SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW C
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR AND APPROVAL. r
Call: TOLL FREE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON.
LEIGHTON & ASSOCIATES C- L CONSTRUCTION, INC. IN THE EVENT OF DESCREPANCIES ARISING AFTER CITY APPROVAL OR
DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE O
1 —800 3934 MURPHY CANYON ROAD GROUP 2 10 MAIN STREET SUITE 965 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS :3422-41 33 FOR APPROVAL BY THE CITY. VICINITY MAP
SUITE B 205 PLAtENIIdG • ENGII�ffi2II�IG • SURVEY= I NE, CA 92714 N.T.S.
SAN DIEGO, GA 92123 W40 u„r go„levard . Suite c-225 . San Diego, CA 82121 (7 4) 752-9100 Q
TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 (Gig) wo-mi
LD96-123GR
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SEAL:
Esse Designed By Drawn By Checked By
SCALE RECOMMENDED BY:Y DATE:
g If CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. <
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OF RIVERSIDE B.Y. "�10O T-29--al A.
Controctw 5- BRAW DISC IN OMr- CYLINDER LOCATED FROM
INT. OF FRONT St.,e RAN040 CALF. RD.. 1.e Horizontal h — — Plans Prepared Under Supervision Of
.'s NZ ON RANCHO . RD. TO INT. VATH -•/y- PRECISE GRADING PLANS FOR:
Inspector ARGARITA RD.. IN THE NX CORNER OF THE INT. N/A NO. 43217 ACCEPTED B DATE:
E. OF A 7 CFI FENCE, 21' x 1e' AROUND EXP. 3/31/oB �)AAJ)Cu-_ Date B-9- Quo aTY ENGMEER
Date �� CENTERLINE OF N. P.P. FN „�,� ,�, _ VINEYARDS
Ass WITNESS POST 1, w OF YONMENT t` �� MARWAN OUNIS 21175
s_ 3• • �� TRACT 23100-4
I JAM DATE 9-13-82 ELEV. 1125.+10 N/A R.C.E. No. 43217 Expires March 31, 2000 R.C.E. No. A44M Expires PHASE SIX — LOTS 9-18 Sheet 1 of 3 2
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Under d Service iAlert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: NOTES: S
9 RETAINING WALLS SHOWN ON THESE PUNS REQUIRE A SEPARATE PERMIT
FROM THE DEPARTMENT OF BUILDING AND SAFETY. N
Call: TOLL FREE ANZ..LEIGHTON & ASSOCIATES CCL CONSTRUCTION, INC. 0 20 4o so 80 100 a
SEPARATE PERMIT REQUIRED FROM ENGINEERING DEPT. TO REMOVE EXIST.
1 -800 ■ DRIVEWAY OPENINGS. REPLACE WITH FULL HEIGHT CURB, GUTTER AND 5
3934 MURPHY CANYON ROAD GROUP 2010 MAIN STREET, SUITE 965 SIDEWALK AND TO CONSTRUCT NEW DRIVEWAY OPENINGS.
422-4133 SUITE B 205 PLANNING • ENG REERrNG • SURVEYING IRVIN , CA 92714 SCALE.' 1" = 20
SAN DIEGO, CA 92123 714 752-9100 INSTALL TRAFFIC PROOF COVERS ON ALL SEWER CLEAN-OUTS AND WATER
MMO Iualr Boulevard• suite C—EZ5 • Ban Die`o. CA 92181 METERS IN DRIVEWAYS.
INC wORKRVG DAYS BEFORE YOU DIG (619 292-8030 (619) 560-9901 LD96-123GR
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH ARK SEAL.- Designed By Drawn By Checked By 13 ! Drawing No. Q
SCALE A RECOMMENDED BY: DATE: � CITY OF TEM ECU LA DEPARTMENT OF PUBLIC WORKS X
OF RIVERSIDE B.Y. N0. T-29-81
Contractor .S' BRASS DISC M CONC. LOCAIED FROM
NT. OF FRONT ST. ! CALIF. RD., i.a HOrizonto1 y - Plans Prepared Under Supervision Of
.'s N.E. ON RANCNO . RD. TO TBT. STH
,. M0. X21 ACCEPTED B _ DATE: a • �� PRECISE GRADING PLAN FOR:
�� � ARCARITA RD.. IN J N. coRNo: OF TME INT. , = 2D �, Date 8 -9_4 6 arr ENGINEER VINEYARDS N
' E of A 7 cfIAIN1.INlc 21' �c ld' AROUND EXP. 3/31/8
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OF CENTERLINE OF CALF. RD. FIBER— vertical �, # V � _
Date Completed �TNESS POST SET ' w OF MONUMENT. 2.177S
DAIS to-t�a2 EI"v 112&410 NSA R.C.E. No. 43217 EXpj�� March 31. 2000 R.C.E. No. E>�ires -E. - --- PHASE SIX — LOTS 9-13 Sheet 2 of 3 Z
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Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: NOTES:
9 RETAINING WALLS SHOWN ON THESE PLANS REQUIRE A SEPARATE PERMIT
ANZ.— FROM THE DEPARTMENT OF BUILDING AND SAFETY. 0 20 40 60 80
100Call: TOLL FREE LEIGHTON & ASSOCIATES CCL CONST CTION, INC. o_
SEPARATE PERMIT REQUIRED FROM ENGINEERING DEPT. TO REMOVE EXIST.
1 —800 ■ DRIVEWAY OPENINGS. REPLACE WITH FULL HEIGHT CURB, GL6TTER AND _
3934 MURPHY CANYON ROAD GROUP 2010 MAIN EET, SUITE 965 SIDEWALK AND TO CONSTRUCT NEW DRIVEWAY OPENINGS. v
422-4133 SUITE B 205 PLANNING G • SURV"Wc IRVINE, CA 9 714 SCALE- 1' _ 20'
SAN DIEGO, CA 92123 eas4D t� Boulevard. suite C-225 • San meso. CA 92121 (714) 752-91 INSTALL TRAFFIC PROOF COVERS ON ALL SEWER CLEAN-OUTS AND WATER Q_
TWO WORKING DAYS BEFORE YOU DIG (619 292-8030 (619) 560-ONI METERS IN DRIVEWAYS. LD96-123GR Q
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CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drawn By Checked By Drawing No. Q
SCALE Ess/ RECOMMENDED BY: DATE:- CITY OF TEM ECU LA DEPARTMENT OF PUBLIC WORKS X
Contractor .8' MASS DISC IN COW- CY RM" LOCATED FFtOY
INT. OF FRONT ST. a RN#CM CALF W., 1.1! Horizontal � - Plans Prepared Under Supervision of , c PRECISE GRADING PLAN FOR:
L'S N.E. ON RANCFIO CALF. RD. TO IN VATH , NO. 43217 p Q ACCEPTED BY- DATE:
Inspector AE. OF ARD., A TIP N.W. - 21'R I 1AR INT. , = ZC � Date o- 7- ` _ CITY
�N� VINEYARDS
' E OF A T CNAINI.INK FENCE. 21' x 1 AROUNO QIP. 3/31/00 N
CALIF. CAS VALVES, 40' N. OF P.P. No.f), w' ` MARWAN A. NIS
Date Completed " OTW-5S POCEMERUNE ST W. ORAMCHO AF F1 T. N/A
� �, 11'7 �-�- �, TRACT 23100-4
DATE 9-13-art ELEV. 11211410 NSA R.C.E. No. 43217 Expires March 31, 2000 R.C.E. No. .47489 Expires 9 PHASE SIX — LOTS 14-18 Sheet 3 of 3