HomeMy WebLinkAboutParcel Map 23496 Parcel E Precise Grading - Revision 1THE PROPERTY OWNER/CONTRACTOR SHALL ADHERE ,
THE "ENGINEERING TEMECULA'S STANDARD NOTES AS SPECIFIED IN APPENDICES D, EF, AND G OF CONSTRUCTION
ACCORDANCE ! !f MANUAL" GRADING6 OF THE "CONSTRUCTION,
DURING CHAPTER
ENCROACHMENT" ORDINANCE NO. 13-01. COPIES OF THE NOTES SHALL BE
AVAILABLE ONSITE AT ALL TIMES
RIVERSIDEJINCH COMPANY
,..1 CAMINO DEL RIO SOUTH
619-297-4251 ;
` #, i 1
i
EXISTING USE: MASS GRADED PAD, VACANT
PROPOSED USE: SERVICE AND PARTS WAREHOUSE FOR HINESU A U/ AZ A DEALERSHIP ON PARCEL "Et,
PROPOSED GRADING/E T UANTITIES
CUT- 1,875C.Y.
FILL- 850 C.Y.
EXPORT-1,025 C.Y.
PROPOSED SURFACE IMPROVEMENTS:
PARKING LOT: 6`° PCC (REINFORCED WHE E REQUIRED) OVER APPROVED ASE.
PARKING LOT TO BE SECURITY FENCED WITHFOOT CHAIN LINK FENCING AND DOUBLE HINGED GATE
SERVICE AND PARTS WAREHOUSE 1IY SEPARATE BUILDING PERMIT.
RETAINING WALLS SHOWN TO BE BY SEPARATE PERMIT
!" 4.
9 ♦ FIRUL
", CA 92128
86! . 0
EMAIL: m .' 1 fa rringtonengin
ill
AEROTECH MAPPING
29970 TECHNOLOGY DR., SUITE 220-C
MURRIETA, CA 92563
PHONE: 619-606-5020
ATE FLOWN: SEPTEMBER 25,2014
LANDSURVEYOR,
PAUL LOSKA LAND SURVEYING
12120 TECH CENTER DRIVE, SUITE D
POWAY, CA 92064
PHONE: 858-679-1732
PROJECT DATA SUMMARY,
GROSS ACREAGE: 4.73 ACRES
DISTURBED ACREAGE: 1.94 ACRES NET USABLE ACREAGE: 1.43 ACRES
WDID NO.: 9 3307364
RISK LEVEL: 1
QSCONTACT NAME: WAYNE C ANG 24-HOUR PHONE NUMBER: 858-692-0760
CERTIFICATION NUMBER: 00834
A.P.N. : 921-730-046
ADDRESS:SITE 42074 DLR DRIVE
1 92951
SHEETINDEX,
A. * , k ,:
SHEETS2&3: PRECISE GRADING PLAN
SHEET 4: HORIZONTAL CONTROL PLAN/ADA PATH OF TRAVEL
SHEET5: EROSION AND SEDIMENT CONTROL PLAN
SHEET 6: EROSION AND SEDIMENT CONTROL PLAN
lKeerground Servicle Alert
rA
COUNTY
BENCH MARK:
OF RIVERSIDE
CYLINDER LOCATED IN THE ,
COR OF THE INT. OF , CALIFORNIA RD. AND YNEZ
RD., 56' NX OF RANCHO CALIFORNIA RD., 1100 NORTH OF
YNEZ RD., 29' N. OF FIRE HYDRANT, AT THE EAST EDGE
REAL ESTATE" SIGN.
ELEV. 1028.387 (ADJ. DATE .
y i
REVISIONS
Li 1- 60 LIM
141111% \ } J 5 2 J
K11,111 `H x
J
x OHN
a SUBARU
SERVICE &
PM 23496 LOT PARTS CENTER
" LLA NO. PA03-0657
PRECISE GRADING L.
PROJECT MAP scnLE: i"=ioo'
�)9 9
�, VICINITY MAP
12" PVC SD PIPE 44 L
DRAINPCC
PCC DRIVEWAY SURFACE 339530 SF
1 L
MASONRY RETAINING WALL ,7 F
(BY SEPARATE IT
LIGHT CALSS RIPRAP (24") OVER 12" THICK1 L 12 C.Y.
SIDEWALKI L 1 5v9OO SF
COMPACT UNIT KEYSTONE GRAV1TY WALL 3,050
PERMIT)(BY SEPARATE
ADA PATH OF TRAVEL (SEE SHEETS 3 &4) now no= now ANIMI
LIGHT CLASS RIPRAP
o®
MIRAFI1 L) FILTER FABRICF.
�W W � * %Aimffi
Lm
Cheet 1 ofA
< +r
SCALE: NONE
Is " DRIVE
P * r * %
PROPOSED 2' WDE BENCH PER CITY OF TEMECULA
»: O IMPROVEMENT
ra► REQUIREMENTS
li,
PROPOSED FG
PER PLANNJ
a,.
0
10
a�
�• ��� PROPOSED PAASONRY
RET. WALL PER PLAN
(BY SEPARATE PERMIT
SCALE: NONE
m
.�•.�' a .., ,��_, k EDIA Qu
REHREM'ENTS
00 f
O
"A": THE ENGINEERING SOIL MEDIA SHALL BE COMPRISED 85 PERCENT MINERAL
FY
! ORGANIC COMPONENT, B
, PO ANDPR O�"
COMPONENTPERCENT
VOLUME, 15
SEE NOTES ♦
., ,, ,. +r «. wr, +!, Sri•, �-,:._F• ar-.. �+ ,, t =.r ,....,
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Y�..�.. .,... ... _:, ... .: ., . .�,� ...... A .:.
\r 0" � ;f • 1
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3 THE
, r 1 SHALL � .. • CLASS
i i SANDY
- .. MINERAL :, COMPONENT :.. + ,.. .' ,.. ., :. ! TOP
LOAM
L
�LL
i, ' i
, Y RANGE
; TABLE
THATORGANIC COMPONENT
EY �,
THIS DETAIL
1,,�`" .>t„ ;: 4� y;` 1� ��? +\1s' 4�• k ,��.' i`+!F� (ii 6; �' 1„?�I lw'w!' ,.�.i..., y,� y
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�t
+Ilr , ,�r,, w `��Ir � � « .,,i,, '1 +�► �,� {. +i,
:. y ,„
. NITROGEN
. „. NITROGEN SUCH THAT
N STABILIZEDFROM
DOES � LEACH � .. ;THE
BIORETENTION SOIL MEDIA
+r,r" ; +►` r'r r!r' �"'S rr�^ rt i�� rr`
MEDIA.
Jnderground Service Alert
Contractor —
Inspector
Date Completed
SEE M-2 FOR MANHOLE
6'` FRAME AND COVET; ---�
4 Vim+ gr�i,� L%PP
BOTH WAY5 B ELEV SHOWN ON PLANS
11" UNLESS SHOWN
OTHERWISE ON PLANS
kt[ �
8
ROUNDED PIPE 4- 4 AROUNE PIPE
ENDS SEE D-61 '
OPTIONAL CONSTRUCTION
12:1 c JOINT 6" MIN ABOVE INVERT
=�--- = --- SLOPE FLOOR 12:1
( { p TOWARDS OUTLET
T 130 1 1 PLSANSWN T
LAP
(TYP)
SECTION A —A
4-4 2P
AROUND
OPENING
�
1
Tg"
ELEV SHOWN
ON PLANS
X, ac
T
30 D
I
I
LAP
(TYP)
SECTION --B
4$
I`
PLAN
NOTES
1.
SEE D-11 A & 11 B FOR ADDITIONAL NOTES AND DETAILS.
2.
WHEN V EXCEEDS 4' STEPS SHALL BE INSTALLED. SEE D-11A FOR DETAILS.
3.
EXPOSED EDGES OF CONCRETE SHALL BE ROUNDED WITH A RADIUS OF 1/2".
4.
CONSTRUCT OPENINGS ON BOTH SIDES UNLESS OTHERWISE SHOWN ON PLANS.
5.
MAINTAIN 1-1/2- CLEAR SPACING BETWEEN REINFORCING AND CONCRETE SURFACE.
6.
INSTALL 1" STEEL PROTECTION BAR ACROSS OPENING.
i.
DIAMETER "D" SHALL BE 18" MAX, FOR LARGER DIAMETER PIPES THIS DRAWING MUST
LEGEND ON PLANS
BE MODIFIED. PIPE DIAMETERS TO BE SHOWN ON PLANS.
8.
IF CONSTRUCTED ADJACENT TO SIDEWALK, THE SURFACE OF THE TOP SLAB OF THE
— — —
CATCH BASIN SHALL MATCH THE SIDEWALK SLOPE AND FINISH.
R@Viton
y
Approved
�{ �
RECOMMENDED BY THE SAN DIEGO
REGIONAL STANDARDD
REGIONAL. STANDARDS COMMITTEE
ORIGINAL
Kerchevtri
12 i5
Reformatted
T. Stanton
04/06
•_,__, 12 17 2l1
Edited
T. Stanton
02 09
Choir erson R.C.E. 19246 Date
Edited
S.S.
T. Regeilo
03/11
DRAWING -7
Edited
T.R.1
T. Regello
110/151
NUMBER
X
SEE TABLE ON D--11 B FOR HORIZONTAL
+- --P AND FLOOR REINFORCEMENT
VERTICAL REINFORCING 4 @
18" MAX (TYP)
1-1 /2" CLR (TYP
2" (TYP)
TYPICAL BOX SECTION
f 0"
e�.
APPROVED STEEL REINFORCED
POLYPROPYLENE STEP
CONCRETENOTES
BE •1 i UNLESS OTHERWISENOTED.
REINFORCING2. REINFORCING STEEL SHALL COMPLY WITH THIS DRAWING (D-11A AND D-11B) UNLESS OTHERWISE SPECIFIED.
3. GRADE BARS CONFORMING ASTMI SPECIFICATIONS.
< BENDS SHALL BE IN ACCORDANCELATEST
SLOPE5. MINIMUM SPLICE LENGTH FOR REINFORCING SHALL BE 30 DIAMETERS.
6. FLOOR SHALL HAVE A WOOD TROWEL FINISH AND, EXCEPT WHERE USED AS JUNCTION BOXES, SHALL HAVE A MINIMUM
OF TOWARD
7. DEPTH V IS MEASURED FROM THE TOP OF THE STRUCTURE TO THE FLOWLINE OF THE BOX.
8. WALL THICKNESS AND REINFORCING STEEL REQUIRED MAY BE DECREASED IN ACCORDANCE WITH TABLE ON D-11B.
9. WALL THICKNESS SHALL BE STEPPED ON THE OUTSIDE OF THE BOX.
10. WHEN THE STRUCTURE DEPTH V EXCEEDS 4', STEPS SHALL BE CAST INTO THE WALL AT 15" INTERVALS FROM 15"
ABOVE FLOOR TO WITHIN 12" OF TOP OF STRUCTURE. WHERE POSSIBLE, PLACE STEPS IN WALL WITHOUT PIPE OPENING,
OTHERWISE
VER OPENING OF SMALLEST DIAMETER.
.. i * 11. ALTERNATE
MAY
B is APPROVED
M ROV REINFORCED POLYPROPYLENE STEP.
12. UPON
APPROVAL
###Of OF
THE AGENCY, OF
PRECAST
y STORM STRUCTURES ACCEPTABLE
A!# AS
A. ALTERNATE
t
CAST -IN -PLACE. PRECAST UNITS SHALL CONFORM TO ASTM STANDARDS AND BE MANUFACTURED IN A PERMANENT
FACILITY DESIGNED FOR THAT PURPOSE.
SAN DIEGO REGIONAL STANDARD DRAWING
INLETS AND CLEANOUTS
NOTES AND DETAILS
1, DRAWING
ji NUMBER
RECOMMENDED BY:
ACCEPTED BY: A&ADATE: /`7
. r "AVPATR074" _____T_ -1
DIRECTORA., THWXS
OF PUBLIC WORKS CITY ENGINEER
„ 44223
1wD 16=2460
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TOP Iso ECK EL' 1 062,50 FS . ..... MID�LEVEL __1052.00 1031.98G FF 10 70,319,9 PAVEL:= 7 032. 0o VS PR0POSED__ Y"A ,BE -NCH ?A 1 031-30
OF TEMECU_A CA 1.98
-i-0-31.45G �-W. IMP OM T F R M -IM RE IWRE @INDICATIES, ADA PATH EXIST.
OF TRAVEL CROSSING IITRAVEL LANE ST. LT.
032.0 ADA PATH OF TRAVEL 24" RCP
PER NOr�=5 5�(
SHOWN HEREONI 103j." "O" CUR
EE SHEET- 4 ................... IIIOC
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& -GRAVEL FOR BI^ SWALE P R QP IE.M.W.U. UWU. NU. U .51 VZ1U EME PROPOSED, KEYSTO 0 + + 3 FE D ML, R 1 2
wo MATE IFEET HIG 5F
ED OAKING I NG,\,DVER BASE PEk 5- RC PCC _OT �AVI ZT EXIST. ------------ IIST. LT...... .. GTION N
QRIVE Cq CURB 6" P
P LR NSTRU OTIES - - - - - ---------------- MASONR RAL ENGO LANS TPER RCFCD, N01 7 STORM DRAIN
RETAINING WALL PER STRUCTU IEERS,�P 7 ------- . .......... . -GRAVE
EXIST 03 T.YPE-R`F," CATCH BASIN' -PER SAN DIEGO REGIONAL SM. DWG. NOi D-7 --BLAN T OF,I"" WDE x1 O' LONG)
- ----- 34!^-1,8*' PVC SD PIPE\ 0----REMO POR71ON OF EXISTING,- MASONR__RETAIMNG_�W�j LIGHT CLASS RIPRA 2e T ICK ER, LTER
....... ... .......... F H 4 SIDES �IACH) 2 TH I L OF WILDOMAR "'FAULT 5 -*1_D PCC SIDEWALK PER CITY OF !tMECU** DWG. NO. 401 WITRINE DATA TRE P6tI-DRAIN CHU'"', PER DETAIL A THIS SHEET E # RADIUS COURS ,,/,BEARING/ LENGTH COMMENT PROPOSED KEY�TONE RETAINING WALL (BY SEPARATE PERMI IDELTA PERF. PVC SUI3DRAIN I1 N32039912"E 3.34 # ADA PATH OF TRAVEL,(SEE SHEET 4 FOR CLARITY)
2 D=88'40'04" 40' 61.90 9 SITE DEMOLITION NOTE F 6 LOAF
3 N56*00152 600 CATCH BASINS W/ATRIUM GRATES PIPED THRU BACK WALL
90 14.34F REMOVE AND RELOCATE EXISTING CHAIN -LINK FENCE OF TRASH ENCLOSURE 4 D=41 "25'2 40 Z_ F.G.
Underground Slervice Al ert ------- F.G. N111L 0% Vo 9 4) VA 0 af*kch rT*v
5 N1 435 16ww-- 184.6r 2 fj> REMOVE AND RELOCATE EXISTING SITE PARKING LOT LIGHTING
6 D=08*03"52" 40" 5.63 O-C-3250 PCC
Calk TOLL FREE 7 N24*0� �16 W�' 243.4 REBAR 018 0 C E.W.
QRELOCATE PARKING LOT LIGHTING ELECTRICAL BOX
8 N734 60.0 REVIEWED FOR COMPLIANCE WITH
9 N73*4751 'wE 60.00 STORM DRAIN DATA TABLE (PVT,)
1-8uu ADA NOTE TITLE 24 DISABLED ACCESSIBILITY ONLY
4 12`2-41 33 GRAPHIC SCALE ADA PATH OF TRAVEL FROM A PUBLIC STREET TO THE PROPOSED NUMBER DIREcnoN--61STANCE SLOPE (X) SM __w_PVC DETAIL A rvPCC DRAIN CHUTE BUILDING SHOWN HEREON IS LIMITED TO SLOPE DESIGN ONLY. ALL N52*56'30'*W 6.00' 4.17 18" PVC
REQUIRED ADA SIGNAGE, STRIPING, TRUNCATED DOMES,, ETC., ARE NO2'04 35 W 138.901 9.64 TWO WORKING DAYS BEFORE YOU DIG 30 20 10 0 30 60 90 NTS SHOWN ON ARCITECT'S SHEETS AM AND DA-1 BY REFERENCE. APPROVED NAME/ D
CONSTRUC71ON RECORD DATE BY REVISIONS ACCID BENCH MARK SEAL Designed By Drawn By Checked By mignon= SCALE Drawing No.
4-24-18 MF A \ RC-V=-,9wT#f wD cF "we tor MINIMMENNEMM RECOMMENDED CITY OF TEMECULA DEPARTMENT OF PUBUC W)RKS Em
Contractor 01% DJUST DCDA LOCATION BEHIND SIDEWALK,, Horizontat CIO 0 Plans Prepared Under Supervision Of JADD IRRIGA11ON SERVICE .00-. � A
A& ACCEPTED BY- DATE; A 15-1003 JOHN HINE SUBARU SERVICE AND PARTS CENTER
Inspector SEE DESCRIPTION SHEET 1 1 30" NO. 38114 5-15-18 EXP.03/31/19 Date PA CK A. THOMAW DIR TOR OF PUBLIC WORKS CITY ENGINEER PM 23496 — LOT '*E* LLA NO. PA 03-65*7
Verticat 4 MARK A. FARRINGTON
Date Completed Cii V �\, V R.C. No. 44223 PRECISE GRADING PLAN
NA 38114 3-31-19 FC R.C.E, No. Expires Sheet 3 of6
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ORD
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Inspector
Date CompLeted
I
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CURB DATA
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EROSION & SEDIMENT CONTROL NOTES
W W W
0 Its
ZVI Uly MON-01AWK4111I
C34ONCRETE WASTE MANAU"EMENT-PLA
WIVI-8
Milm "T's"ll,
tom"U.-ganvismy"i
11C SHEETING
STABILIZED CONSTRUCTION ENTRANCE
TC-1 (TYPE 2)
r.plMthill p*
300 MM (12 IN) MIN, \FILTER FABRIC
UNLESS OTHERWISE
SPECIFIED BY A SOILS
ENGINEER SECTION A -A
11 IM Pam ol N -4 0 0111 PRO
99& mll
GREATER THAN 75 MM (3
IN) BUT SMALLER THAN 150
NOTE: CONSTRUCT
SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO
SEDIMENT TRAPPING DE\AC4
ORIGINAL GRADA
Illesigned By Drawn By Checked By
Ptans Pr!?porqO Under Su ervislon Of
CORRUGATED STEEL
PANELS
-m*-
1"T init,
A
E1730mr-Irl",
3 ffi MIR OR AS
REQUIRED TO
ACCOMODATE
AN11CIPATED
TRAFFIC,
WHICHEVER IS
GREATER.
NOTE:
1. STRAW ROLL INSTALLA11ON REQUIRES THE
PLACEMENT AND SECURE STAKING OF THE ROLL IN
A TRENCH, 3"-5" DEEP, DUG ON
C0V,-T8H?—.--.?thkkJlFF 441UST 14T PF Al I *WFFV T* Pt IM
BY 4 IN (10 BY 10 CM)
'%OENCH UPSLOPE FROM AND
-ONG THE LINE OF POSTS.
(10 CM)
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THA
THE POSTS AND EXTEND IT EXCAVA SOIL.
INTO THE TRENCH.
TER FABRIC
WIRE
fi
lk 6
... ................... . . ..... ........... . .... ......... .. .... .......
Underground Service Alert
Calk TOLL FREE
1-8uu
422-4133
. .. . ......
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUC11ON RECORD
Inspector ---
Date Completed
BENCH MARN
SEE DESCRIPT10N SHEET 1
1233MMM71
.. ....... .. .... . . .............. . . .. .............
WM-3
1Y,
560 LF - - - - -------
ZZ,
L 9`164460
B T E 1 Ma E U` L A tl� DEPARTMENT OF PULIC WORKS
A 15-1003 JOHN HINE SUBARU SERVICE AND PARTS
PM 23496 — LOT '*E'o LLA NO. PA 03-657
EROSION AND SEDVT COV7,11MI- __�ff
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