HomeMy WebLinkAboutLot 1-2,7,10,13-14 Precise GradintgPRECISE GRADING PLAN FOR:
LEGEND:
//� GRADING NOTES:
F.F. FINISH FLOOR CHARD 0 N N AY HILLS TRACT 23100 l_. & 3 C ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE,
F.L FLOW LINE CHAPTER 70, AS "ENDED C BY ORDINANCE UNI
H.P. HIGH POINT
57.
P- PAD ELEVATION 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 1%.
T.C. TOP OF CURB PHASE 3 LOTS 6 0 T H R U 68 TR. 231 -3 - LOTS 12 7,10 13 14 TR. 23100 -2 DRAINAGE SWLES SHALL BE A MINIMUM OF 02 DEEP AND BE
22 LOT NUMBER ) / - I I I / CONSTRUCTED A MINIMUM OF 2' MOM THE TOP OF CUT OR FILL SLOPES.
PLAN 3AR 3 PLAN NUMBER:/i 3. MAXIMUM CUT AND FILL SLOPE - 2:1.
PHASE
A = ELEVATION - i , LOTS 14 TH R U 28) TR. 23100-3
R - REVERSE PUN 4. PROVIDE 5' WIDE BY 1' HIGH BERM OF EQUIVALENT ALONG THE TOP OF
DEEPENED FOOTING
/ ALL FILL SLOPES OVER 51HIGH.
°-fit STREET LIGHT (THE VINEYARDS)
MRa FIRE HYDRANT 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION IL A
COMPETENT PROPERLY
ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS
RUNNING WALL BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION
m ELECTRICAL VAULT FOR ALL FILLS OVER 1' DEEP.
SEWER LATERAL Z C W
-'H 'MATER LITERALIZ 3 26 Pq 15 6. A REGISTERED CIVIL ENGINEER TEMECULAS ENGINEERING DEPARTMENT ALWRITTEN CERTIFICATION SUBMIT TO THE CITY OF
Sk INDICATES LOWERED GARAGE 9 25 l C,.y 16 COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED
FINISHED FLOOR /l 4 ) p b 24 �B F7 1A GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT.
4�Y 2:1 SLOPE, EXISTING Oh /I CERTIFICATION SHAL BE TO UNE, GRADE, ELEVATION AND LOCATION
to 5 Pti 12 22 /v l8 OF CUT/PILL SLOPES.
�C 19 ZI7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR 0 STORM
^ ROWS, ALONG THE TOP OF CUT SLOPES.
U8. FlNPL COMPACTION REPORT WILL BE REQUIRED FOR AUL FILLS GREATER
P �� �� 16 1 R THAN ONE FOOT.
5' MIN. 6 8 4A �%' h
9. LL GRATING SHALL BE DONE IN CONFORMANCE WITH
3 f IV BC
49 18 L.EIGHTONRECOMMENDATIONS
ASSOCIATESTHE
DATED PRELIMINARY
25. 1991. TWO SETSVESTIGATION OFTHE
MIN. ELEV. IS EQUAL TO OR GREATER 5 7 6 "RT' .% FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING
DEEPENED
MAN BLDG. PPD ELEV. 9 95 y DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
FOOTING (R 4 RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN
WHEN4
NC 3'S �g PONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
REQUIRED PAD ELEV. 5' MIN. 11 10
i2 Q 5/ GFCONFORMANCEPRELIMINARY SOILS REPORT.
51
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEE AND AT
l� II �'/ 43' LE4ST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRPDE AND17MIN. \2% MIN. Z /3 yO / DRAINAGE INSPECTON. THIS INSPECTION MUST BE APPROVED PRIOR TO
21% MAXZ9 BUILDING PERMIT FINAL INSPECTION FDR EACH LOT. PHONE: (909) 894 -
MIN. / c(N 6411.
54 yj 11. CUT SLOPES EQUL TO OR GREATER THAN 5'IN VERTICAL HEIGHT AND
FILL SLOPES EQUAL TO OR GREATER THAN R T VERTICAL HEIGHT SHALLE MIN -1 55 'A9 YO /� BE M EROSION
WITH GRASS OR GROUND COVER ACCORDANCE PROTECT THE SLOPE
SECTION "A -A" 17 MIN. 6 5 4 , QP�„T 4 T 57 7/ �( \ / 457MPROR TO THE AP ROVL OP FINALNE TION ORDINANCE N0.
N.T.S. 22 {: i19a s 51 72 I \Vy 12. NO FlLL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND
R 25 4155 �;I / HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER
2/ IZ 4 79 DELETERIOUS MATERIAL.
e
F 9 11 31
20 26 74 13, IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,
10' MIN 'S0 THE RALTERRAINSOI MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM
1' BERM TO 4 ) 32 92 BY A RE SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED
DG MAINTAINED 19 29 55 4/ 49 BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
DURING ROUGH �'�'���'�
GRADING 6 MIH' 18 � 54 90 14. DURING ROUGH GROWING OPERATIONS AND DRAINAGE
TO CONSTRUCTION OF
_ L n SHOULD
DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL
5% MAX. IG G'TCpj 27 .� SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
.A 2% iN. 5 M -s �C 'ys .� 6 5.5 5Z ADJACEM PROPERTIES.
2% MIN. 17 MIN. 15 4 5 .� �T 15. DUST SHALL BE CONTROLLED BY WATERING OF OTHER APPROVED
21% MAX. 2 A9 METHODS.
14 6 1 �c4G 55 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST
SECTION "B -B" lJ 91 O � 4yyD CONTINUE TO FUNCTON, ESPECIALLY DURING STORM CONDITIONS.
b PROTETIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
9 69 BE USED TO PROTECT ADJOINING PROPERTIES DARING GRADING
177 66 65 64 OPERATIONS.
IZ U 10 SNC 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE -
TENTHS (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE
LOT N0. R�pO UgJpORNIA ROAD ENGINEERING DEPARTMENT FOR CUT AND FlLL SLOPES OVER 30 IN
d VERTICAL HEIGHT.
INS MAP COTS /NCL UOEO A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF
Fmal BUILDING
WoT fE�UD BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE
SCALE: 1 - 200' REQUIRED. THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND
f6 z SURFACE IS REQUIRED, THE ACTUALDISTANCEABOVE THE ADJACENT
F.Fq)- H S PROJECT GROUND SHALL BE GIVEN.
PAIDELEV. H
PELEV. 62.5' 55.5' N 49 .0, ,T 44.0' SITE 19. EROSION CONTROL ALL GENDER SLOPES SHALL BE VJJTED WITH
R ROSEA ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROOVED GROUND
J COVER. SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITIONTO GROUND
50.5' F COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, ON
COMBINATION TR THEREOF. SHRUBS SHALL IN PUNTED AT 1C NT
SLOPES TREES, 20 OVER 4 IN ER CENTETICAL RS; COMBINATIONS. 15 ON CENTERS,
1 Q
FF 3 0 1 X D 3X x Vj IRRIGATION SYSTEMS WITH BBACKFWW PREVEMON JUICHT SMALL HAW ES PER V.P.C.,
G.F. ELEV o j I . 2 0 ,� CHAPTER 1O.r.
' J N '" - " ° 20. FINISH GRADE SHALL EXTERIOR AWAY FROM ALL EERIOR WALL$ A7
1 K s NOT LESS THAN 1/4 PER FOOT FORA MINIMUM OF 3 FEET.
cope FACE 310E WALK S21. HALL BE OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES
a
01RECTIlM' OF Plow22.
e on A+ Ts PRIORATO COMMENCEMENTEOF ANY SHALL
CONSINUCTION/GERADING. IN THE FIELD
TYPICAL LOT FINISH GRADING THE VINEYARDS n" 23. APPROVALVE ME F THESENT PLAINS BY ME CITY
OR
RTME AGENTS
RESPONSDOESYNOT
N.T S. FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING
CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS
SMALL BE PROMPTLY SUBM1 7ED TO THE CITY ENGINEER FOR REVIEW
Underground SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: VICINITY MAP AND APPROVE.
P PRIVATE ENGINEERS NOTE; N.T.S.
Service LEIG14TON R ASSOCIATES MAY Groh MARLBOROUGH DEVELOPMENT CORP. THE PRIVATE ENGINEER SIGNING THESE PUNS IS RESPONSIBLE FOR
Alert P ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON.
3934 MURPHY CANYON ROAD 6540 LUSK BOULEVARD 100 BAYVIEW CIRCLE IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVE OR
Call: TOLL FREE SM. B 205 STE. C 116 SLE. 2000 DURING CONSRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE _
1-800-422-4133 SPIV DIEGO, CALIFORNIA 92123 SAN DIEGO, CALIFORNIA 92121 NEWPORT BEACH, CALIFORNIA 92660 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PUNS QUANTITY ESTIMATE:
(619) 292-8030 (619) 550-9901 (714) 509-4600 FOR APPROVAL BY THE CITY. 50 LOTS GRADED x 15 C.Y. PER LOT = 45o C.Y.
TWO WORKING DAYS BEFORE YOU DIG D'J¢-207G2
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL, R"R Designed By Drown By Checked By Drowine No.
SCALE RECOMMENDED B ATE, -/9-95 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
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cantractar .Y WA WINE IN mxc. CY IDUF W u]) FROM °�
7r t3/oo-a Ta ui/✓sYruoS Fi.Gtse3 ysyIT OF FRONT A„,AI R�.R�, a N^Ao"t^1 � Plans Prepared Under Supervision Of
ON cXr. Ro. To Rn. AT ] / 7 1 T
I„MpRcsar MvMuiRA RO., „THE x.w. mwm m FRE INT. .n T L y. - ACCEPTED BY,PRI„c nE ENGINEER F an ATE,ENGINEER PRECISE GRADING PLAN FOR:
I• E ai Ate• awxuxX FFNOc 2i' . ie' RaounM / �'t.ti. Y7 4 I .I . .
NE. CWF, ALVe. a0' „. OF PP. (NO �)� ev - Date - RAYMOND 0. CASEY
W U CpRERUME OF RAX'OJp auF. RD. P&O UwtxRl m''/"/Ra N MARWAN A. Y NIS H LS R 23�1.4Q z s
Gate CanpIw RS aws MSMSS PON SO r w. OF MONUMwr_1. f.', 3, GLTF60TNRU68,TA'.t b0 3 -LO S/, P,7,/O /3 /,T.G'_ 3/00-2
FAN. Cart 2-13-A2 EHE„. 1125.41E R.L.E. No. 43217 Expires March 311996 R.C.E. No. 41680 Expires March 31 1996 P//,q,wiE 4/Goys /¢; H.eU2�TR. 29/ro-3 �_ Sheet ofL�}i
Taj Ai
0 30
60
90 120 L`
REVISIONS
SCALE,
I' = 30'
Underground
Service
Alert
Coll: TOLL FREE
1-800-422-4133
CONSTRUCTION RECORD
Contractor
Date CompletedI I RUSS WITHER PW'1 SR 1' w. OF WNUN I.
BMJ. DATE 9 -I4 -U EI£'. 1111.410
SEALS Designed By Drown By Checked By RECOMMENDED BY, D C I TY G TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No.
ar Plans Prepared Under Supervislon Of PRECISE GRADING PIAN FOR:
I1�..����� ACCEPTED BY DATE
N "`^' "•••'� v�V—" Date 4—ZO-9s RAYMONPRINCIe CASEEA FOR CITY ENGINEER
% sR. CHARDONNAY HILLS, TRACT 23100-2
i I I� MARW PN A. IS � (REE Q' ��j PHASE 3
°p cntled"a R.C,E. No. 43217 Expire= March 3l. 1996 R.C.E. No. 41880 Expires March L 1996 �QT$ 21 J, tQ, t3, & ¢ Sheet 4 of
SL
REVISIONS
once
ACC'
BENCH
MARK
SCALE
Date CompletedI I RUSS WITHER PW'1 SR 1' w. OF WNUN I.
BMJ. DATE 9 -I4 -U EI£'. 1111.410
SEALS Designed By Drown By Checked By RECOMMENDED BY, D C I TY G TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No.
ar Plans Prepared Under Supervislon Of PRECISE GRADING PIAN FOR:
I1�..����� ACCEPTED BY DATE
N "`^' "•••'� v�V—" Date 4—ZO-9s RAYMONPRINCIe CASEEA FOR CITY ENGINEER
% sR. CHARDONNAY HILLS, TRACT 23100-2
i I I� MARW PN A. IS � (REE Q' ��j PHASE 3
°p cntled"a R.C,E. No. 43217 Expire= March 3l. 1996 R.C.E. No. 41880 Expires March L 1996 �QT$ 21 J, tQ, t3, & ¢ Sheet 4 of
SL