HomeMy WebLinkAboutCD 10-05; HOEHN MERCEDES BENZ; Consistency DeterminationCAR COUNTRY DRIVE
EXISTING FIRE HYDRANT -----------------------------------------------------------------------EXISTING FIRE HYDRANT
,-·-··-··-··-··-··-.. ... -.... ...~----------·-··-··-··--·-··-··--·-··-··-----·--·-.... -.... -... -.... -.... -....
EXISTL DRIVETO REM~IN I . --. ------I -.. . .. ----. . ......... '°3 20 ,;;7
k-··-··-··r ··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-..
, 104.4DTC 104.0JTc-l ~~~~-9~-~~--------------1_04k >-------'\1101.89dB/TC r ------0.5% I ------10230 ✓
64
// I EXISTIN DIS LAY ARKI Gs ACE
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// //
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NOTE
THERE WILL BE NO NEW UNDERGROUND PLUMBING
SYSTEMS UNDER THE PROPOSSD NEW SHOWROOM
ADDITION
EXISTING A.C. PAVING TO REMAIN
! EXISTING DRIVE TO REMAIN 1 , I
LAY l?ARKI GS ACE
NEW KNOX BOX
EMERGENCY KEY BOX
'
~
t 0 •
~
~ ~
'\.' 101.97 TC
~1
EXISTJN(l A.C. PAVINC!. TO REMAII\I
~---/ s CUSTOMER PARKING STALLS. SEE NOTE BELOW
" TI
'
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f-----+---/ I
I f-t---T<f--Fl!E D PARl'EN ACC ss ~AD 8
3 CUSTOMER PARKING STALLSA,EE NOTE BELOW \-10-0-.0-lT--""'»_------··''•'),, ~ _,/· i
/""·,~I -.. J\-1/-A-tEI; 2 I l I 20'-o" w DE Mf il. I ;f '! 1 -I 3
t-----+---1 98.80 F) __ l . . :1 . 0 __ %_ 9. __ o_,_' '_ '_ . ~;r-·. . ···7±:-.. 99.30 T ,,
1 99.52 T
>------+----
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E ISTI G DI PLA PAR ING PAC S !lt--)
.,8.64GB/TC
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''ft''"'' u
C
NEW SHOWROOM ADDITION
NOTE:
THERE WILL BE NO NEW OR EXISTII\IG UNDERGROUND
PLUMBING SYSTEMS UNO ER THE PROPOSED NEW
SHOWROOM ADDITION.
3
-· .... ·-·· ;~·1
,/
I
., -..... , ,.,/ ,..,-!
EXISTING SHOWROOM BUILDING
_.,.....-",, I ,,--FfE 99,51),, I ,/ ---I I /',.. ·-..,
i / '•-----,_ I I/ . ····-·· _,, ____ -··-···-·--··-· ··-·-....... ,., --·-····-.. ::-..i
~-81FL
w· uJ ____ .,1..,,,,_.,,,, __ ,.
0.9 % )
SP INKLEJ RISER
I
'
EXISTING SLIDING GATE
3 I
!!i I EXISTING ELEC. SLIDING GATE 8 I I
22
1 I ~~~-~~~ I I
\----t---I ! ! ~ II==="" ' I '\J' 7 --. . 7 -1--;= -:::: '----'l---'---'"---'-'-'i'--'---'---'-"-'-----'---'e---"-'---'-2f ,oo FS I
I I -+---+->---+----,f.---, EXISTING SERVICE BUILDING I I I
I I ,;c I r=~=1_ 1~ 1 1, ,,.--\ Lr=, I I l----+--1 i --+--------ACE ... ----.. --+--t u 1 " ' • I~ !
l \" I 11 J '"'-''-' -fl, I ------\ll,------il,-------,,---~ J \ "-..__ ____________________________ U_ ___ o_oo_,s _________________________________________________________________________________________________ _..,// o.soFs /
\ ;I ;
", ( 20' -0'' FIRE LANE 8) l // "------~-------~= ___,/ )
-----------EX-IS-T-IN_G_E_M-PL-0-YE_E_P_A-RK_I_NG_S_P_A-CE_S_ ---------------------r ----=-c;---EX-IS-T-IN_G_S-ER_V_IC_E_P-AR_K_IN_G_S_PA_C_E_S_ ---,-E: ___ -.. -.. -.. -~ .. -, -__ ----,.-,--.. ,-~-::-;l-:-.. -~E--~-:,_-L-~~-~-L --;~-~-... -.. ;:: __ -_~----~-=-_--_ -------~-----;:_:;_fv't~ -_:_4_1~-i~tS-~E-A~-~-1~-,----< -,_,.
EXl~tNG ~MPLbYEil 6 "'--,, OHC
PAR}ING r PACfS PARK GS,eES /
86,61 T
---____ --_--_-_--;-_-_---=--=="=--6=\=IE=O=U=T=lLJ~~~=====c ( 1.5%
86.22TC/G~
---~-:.:.:....:..r..:._-_-_--__
05% ) 0.5% )
NOTE;
ALL PROPERTY UN ES, EASEMENTS AND BUILDINGS,
BOTH EXISTINCi AND PROPOSED, ARE SHOWN ON THIS SITE PLAN
S2.00 IE."\
S,
-r-----STORM DRAIN ----~ INTERCEPTOR
SOFFIT EL.EV
83.25 • • I • i
~--,.,,,.45 RIM 75.91 IE 12"
76.24 JE B" IN
:{71.91)1EEX18"
I
'\. : .72TC
"-----1:.72 IE • • I • • L----.. ·--·-··-··-··-··-··-··--·-··--·--·-··----------------------·---·--·-··----··--·-··--·-··-·--··-··-··--------------------·-··--------·-·--··-··--·--·-··-··-··-··-------·--··-----.. ------...J
1.5" PAINTED STEEL PIPE
POST AT 5'-0' O.G MAX
4" THICK REINFORCED
CONCRETE SLAB
#4 HAIRPIN AT EACH POST
SITE PLAN
Scale: 1 • = 20 ft
S" CONCRETE WITH #4
VERT!CAL6ARS@24"0.C. ~"'
AND #4 TOP AND BOTTOM "'
FJNISH PAVING
1
A
5" PAINTED HANORAlL, 34"
BOVE TREAD NOZING,
l'INDRAIL EX.TENSION H
T YPICAL BOTH ENDS
42" HIGH PIPE RAIL 1
' ,
34•· HIGH PIPE. HANDRAIL
~
I 18" TREAD+ 12" 18" TA~D
'
1"WIDECON STING
COLORSTRlf TREAD COr--lCRETE. SLAB 7 ' "'\
I I
I
[IlJ
1''
~
[°CONCRETE 7 '
SW!
. ,"\ ~ ~--&'!,.{ \ ~ x-...x~-:.:--:::..-;.;:,. ._,-.,-...,,.,._,.__,. _____ ,,,__
--\" ~ ...... ,.,,_,...._,.._,..., .... vef-,6_~;:%~~9--:.c,,,.., -
i"h~"'::"~~~~..:.-2.t-.~~~};:...."%"'::="~°'?;:~--:,._ ~.,..,:/:;·,.:;,/}$;'. ~--'.•'"' . ~,....,_,-_,..._,._,.,,,...,,~...,...--::-::::t~==.z'-/,~"--'v""••~ . -~=,..-.;-~,-...,-...-.. . ...,,. •, ,•,,,:-._,-.;,".,:;::, • .-..r •. r...-.. , ----~· MIN. WJ\RNING STRIPE OF -.;~:;;;.::,;:,.-.;-;,;:---;;-""
CONCRETE STEP DETAIL
Scale: 3/4"" fl'
, ... ,. 1'-S"
~t--NEW CONCRETE SWALE
EXISTING CONCRETE WALK 6'
2'-0"
1'·6' r-.lEW CONCRETE SWALE
EXISTING A.C. PAVING
0~f=ca=~~.~~.~~~=;_T_E_S_W_A_L_E_D_E_T_A_IL __________ _
s
SITE PLAN NOTES
01.
02.
03. °'· 05.
06.
07.
08.
09.
10.
11.
12. "· " 15
18.
NEW 18" CONCRETE SWALE
6% MAXIMUM SLOPED HANDICAPPED PEDESTRIAN ACCESS TO FRONT DOOR
NEW CONCRETE STEPS WITH HANDRAILS
NEW PERVIOUS PAVER$ OVER SANO BASE.
JOIN WITH EXISTING.
NEW LANDSCAPED BIO-SWALE
MODIFY EXISTING PLANTER CURB AS REQUIRED TO ALLOW SURFACE WATER TO
Fl.OW INTO U\NDSCJ\PED AREA AND PERCOLATE INTO SUBSi.JRFACE AND CONTINUE
ALONG ONTO EXISTING AC PAVING AND CONCRETE SWALE.
EXISTING A.C. PAVING TO BE REMOVED ANO REDONE AS REQUIRED TO PROVIDE
POSITIVE DRAINAGE.
EXISTING CONCRETE SlAB TO REMAIN, JOIN WITH EXISTING WHERE SHOWN.
EXISTING CONCRETE CURB TO REMAIN, JOIN WITH NEW WHERE SHOWN
EXISTING CONCRET.E SWAL.E TO REMAIN, JOIN WITH NEW WHER.E SHOWN
EXISTING A.C. PAVING TO REMAII\I, JOIN WITH NEW WHERE SHOWN.
EXISTING UNDERGROUNO STORM DRAIN TO REMAIN.
EXISTING STORM DRAlN INLET BOX WITH FOSSIL FILTERS TO REMAIN
NEW ROOF DRAINS TO BE EXTWDED UNDER NEW CONCRETE. WALK AND THROUGH
FACE OF CURB ONTO NEW CONCRETE SWALE.
EXISTING ACCESSIBLE PARKING STALL.$ WITH AN ACCESS AISLE A MINIMUM OF 96 6
INCHES WIDE AND DESIGNED FOR VAf.l. ACCESS PER SECTION 1129B 5 E/ICH
ACCESSIBLE PARKING SPACE IS TO BE ACCOMPANIED BY RESTRICTED PARKING 2
SIGNS liNO ONE SPACE IS TOBE DESIGNATED FOR VAN ACCESS.
NOTE: ALL CUSTOMER PARKING STALLS TO BE STRIPPED AND DESIGNATED FOR CUSTOMER USE, DESIGNATION SHALL OE TO
THE SATISFACTK)N OF THE PLANNING DIRECTOR.
GENERAL CONTRACTOR TO PROVIDE STRIPPING DESIGNATION FOR ALL CUSTOM EA PARKING STAL.LS INPICATION ''CUSTOMER
PARKINC."TO THE SATISFACTION OF THE PLANNING DIRECTOR.
2
3
DATE DESCRIPTION
2010.08.02 2T PLAN CHEC~ SU6MITTAL
2010.08.16 3RD PLAN CHECK SUBMITTAL
2010 09.02 4TH PLAN HE K SUBMITTAL
Whitfield
Associates/ Inc.
architecture :: planning :: interior design
www.waarch.co1n
24691 Pel l'rJdo, Suite 201 + Dan~ T'uiTI!, CA 92629
Phon~: 949.234.1950 Fax: 949 234.1946
PROJE'.CT TITLE:
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SHEET TITLE:
SITE PLAN
PROJECT No. ·······-·······-· 2008.0017
SCALE: AS NOTED
DRAWNBY:C.R.
PLOT DATE: 2010.08.16
SHEET NUMBER
A0.1
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CD 10-05