HomeMy WebLinkAboutSP1995-114
(WESTBOUND TRAFFIC)
WALL ST
ss
LOCATION MAP
NOTES:
}. ALL CONSTRUCTION TO BE DONE IN STRICT ACCORDANCE TO THESE PLANS
AND ALL APPLICABLE MUNICIPAL CODES AND STANDARDS.
2. ALL DIMENSIONS SHOWN ARE TO THE BACK OE CURB UNLESS OTHERWISE NOTED,
3, SEE ARCHITECTURAL PLANS FOR ALL BUILDING DIMENSIONS AND DETAILS.
4, SEE SHEET C -2 FOR ALL PAVING AND GRADING PLANS.
5. SEE SHEET C -3 FOR EROSION CONTROL PLAN AND DETAILS OF THE SITE.
G. SEE SHEET C -5 FOR LOCATIONS AND DETAILS OF UTILITY SERVICES TO SUILOING.
7. CONTRACTOR MUST OBTAIN ALL NECESSARY PERMITS FROM TEXAS DEPARTMENT OF
TRANSPORTATION FOR ANY AND ALL WORK TO BE DONE IN HIGHWAY RIGHT -OF -WAY
8. !HE PROPERTY IS ZONED "HC" - HIGHWAY COMMERCIAL. ALL DEVELOPMENT SHALL
VEET THE REQUIREMENTS OF SECTION 25, UNLESS A SPECIFIC VARIANCE HAS
SEEN GRANTED.
9. ILL SIGNAGE SHALL MEET THE REOUIREMENTS OF SECTION 80, SIGN STANDARDS.
10. al-L LIGHTING SHALL BE DESIGNED TO REFLECT AWAY FROM ANY ADJACENT RESIDENTIAL
AREAS. (SECTION 26.M.3)
11. `HE OUMPSTERS SHALL BE SCREENED IN ACCORDANCE N971-i SECTION 50.6.3, (DUMPSTERS
�RE REQUIRED TO SCREENED ON THREE SIDES BY A SOLID WOODEN FENCE OR MASONARY
HALL. THE WALL HAS A MAXIMUM HEIGHT OF EIGHT FEET AND THE DUMPSTERS SHALL
iE ONE FOOT BELOW THE SCREENING WALL.)
12. ILL THE REOUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL
3E MET DURING THE PERIOD OF CONSTRUCTION. (SECTION 471.1.b.113) I
13. �LL OUTDOOR LIGHTNG AND EXTERIOR LIGHTING SHALL BE IN ACCORDANCE TO SECTION 58.E,
ARKING, AND LOADING AREA DEVELOPMENT STANDARDS.
SITE TABULATIONS
TOTAL SITE AREA _._...
33,699 SF
TOTAL BUILDING AREA
7,194 SF
(CLEANERS = 193 SF RETAIL &
2787 SF STORAGE
NEW RETAIL = 3,793 SF RETAIL
& 421 Sr STORAGE
TOTAL RETAIL AREA
3,985 SF
PARKING REQUIRED
25 SPACES
(5 +1/200 Sr OF RETAIL AREA)
r/=r
PARKING PROVDEO ---
SPACES
LANDSCAPING PROVIDED
5140 SF
TOTAL IMPERVIOUS AREA ----
28,850 SF
-A IAWCE CASE NO BZA92 -IS
On 4ugust 31, 1992, the Beard of Zpning A,lp -k eny np,,, -, the rollo.ieg rionc s 3a
Grapevine Camprehenxive Zoning Ordinance 62 -73 {.r Lct 1 –A. Block L. aO AK eKN CL LS
LAKTAFW ADDWN:
I. 5ectian 26, G.S., Highway Commercial. whlch requires 25 fool balEtlinq
selbecA and landscaped
enl of the rot yrd etbak, The .,pod quet {ar loo
25
foot b-ilding setback III the drive nop
c y,
will ali.wma 70 loot bW,11,9 setback. The .,proved request lore 22 eta 0
loot �arience wd1 nllow a vori.ble (rant yard landscore butler {turn 3 to 25
(eel .long Norlhwasl Higrcwoy
2- Seclic� 53 11.1e., Landscape Re 9"MI.ns, hich requires n 15 foot landscape
bu}Fer between o "hlcNlor u e {parking Ial) a –.
a and the p,I ^lac rlghtf –way
.long Stale Hlghway 514. SThe approved request for a 12 Lo 0 foot w
witl chew o ver'rable ianbscepe b�rfer fro, 3 la 15 loot alanq Slate Highway ce
S, Secticn 53 H.2.b., I,.ndscape 10.1 Icndsmpe
halter be lween vehm,` w (parking loll o ..d the ofA—k properly
png the a prvpe'Iy tone- The approvedarequsst l.r o 10 to 4 loot
will noble l.ndscape buffer from 0 :e 6 feet -long the
.sI ^property alll ne andv3 fool w once along the southern p operly line will
allow en 8 feel lurcdscape b�rfer, ri
-- R.
SITE PLAN
CITY OF GRAPEVINE
APIMOVED
-
AFT-J ,M U1 -HC!-
pa.TE� /Y
PAAAARTME T F
Cof.V4UN1 T Y DEVELOPMENT
PE ff APPROVAL DATE
f?ccE ° ESA
4I41? 2.1, N95
PL41vfv11VC
r y ris ar,> F�gtlll
l � JAkI .......... t
�1 049 add
`yOVSr _
CASE NUMBER SP95 -11
D &A FILE N0. 803
RE>naDNS:
DAIE
CESCRIPTICN
2 -14 -95
REVSE WALK At BLOC
3 -14 -95
C" CC —ENTS
3 -21 -95
CITY CDNMENTS
Q N
wGl
r/=r
V= z
Z
ro eh. "l C5 Z
K
y
Z �
W –3
4 Z
q
~
O
w CN z
(3
? h
tD
� to H7
-
CO to
!n 1+} h
W
Ll1 W a¢ °o
wz�' I
0- F-- X 02
2 W ¢ N
Of z
J I
�<
L�
L1J
z
3
0
z
C7
Ewa
JLJBx
z
z
W
cs
U 0�zz
LJ_I 3j 37
�Op<
x <m -ft!
EL CL to N ED
SHEET THLE
SITE PLAN
SP95 -11
LOT 1R, BLOCK L
OAK KNOLLS LAKEVIEW
ADDITION
DATE: FEB. }, 1995
SCALE: 1" = 20'
DRAM BY: SAS {ACAS)
MECI(ED BY: JDJ
SHEET NO.
C1 OF 5
v°y
N
N
u4i
x
di
z
1--I
Q N
wGl
r/=r
V= z
Z
ro eh. "l C5 Z
K
y
Z �
W –3
4 Z
q
~
O
w CN z
N
n
a w
q
(3
? h
tD
� to H7
-
CO to
!n 1+} h
W
Ll1 W a¢ °o
wz�' I
0- F-- X 02
2 W ¢ N
Of z
J I
�<
L�
L1J
z
3
0
z
C7
Ewa
JLJBx
z
z
W
cs
U 0�zz
LJ_I 3j 37
�Op<
x <m -ft!
EL CL to N ED
SHEET THLE
SITE PLAN
SP95 -11
LOT 1R, BLOCK L
OAK KNOLLS LAKEVIEW
ADDITION
DATE: FEB. }, 1995
SCALE: 1" = 20'
DRAM BY: SAS {ACAS)
MECI(ED BY: JDJ
SHEET NO.
C1 OF 5
(WESTBOUND TRAFFIC)
INTEGRAL CURB DETAIL
NOT TO SCALE
5' CONCRETE PAVEMENT
N0- I eIRS AT 24" O.C, E.W.
2 T /1" (5" PNJT_)
..JL
- I =
CONCRETE PAVEMENT SECTION DETAIL
NOT TO SCALE
ORRE. DOWEL h E10- u0. 3 BARS (2i LDNC)
ON 2f" C -C {NTO EXISTIUG CONCRETE (MIN, 9' -
AND HE TO REIMFORG Na IN PROPOSED CONCRETE
5" NEW CONCRETE PAVEMENT
NO. 3 BARE AT 24" 0 . E.W. l
—. —
„• NEw CONCRETE " „- -
NEW CONCRETE TO EMSTING CONCRETE DETAIL
NOT TO SCALE
SAW -CUT EMISTTNG ASPHALT ALONG
A CLEAN LINE AND APPLY TACK COAT)
5' uEw CONCRETE PAVEMENT
NO. 3 BARS AT 24' O.C. E,w
ExISnNG
�¢ � a nSPUALT
uEW CONCRETE_...._-
NEW CONCRETE TO EXISTING ASPHALT DETAIL
NOT TO SCALE
GD R N
CONCRETE PVEMENT °
a
CURB TERMINAL DETAIL
N071 ID SCALE
J
DRAINAGE AREA MAP
SCALE: T' m 200'
NOTES:
I. SEE 'REEF !' T RGP A;.E HORIZONTAL CONHEOL OIMENTONS.
2. SEE SHEET C -4 FOR LOCATION ANO DETAILS OF ALL PAVEMENT JOINTS,
3. ALL CONSTREJCTION SHALL BE DONE IN STRICT CONFORMANCE TO THESE
PLANS AND ALL APPLICABLE MUNICIPAL CODES AND STANDARDS.
4. ALL SPOT ELEVATIONS ADJACENT TO CURBS ARE GUTTER ELEVATIONS
UNLESS OTHERWISE SHOWN.
5. ALL WALKWAYS 10 HAVE A MINIMUM OF 1/4 PER FOOT CRO "ISFALL SLOPE
AWAY FROM THE BUILDING,
6. ALL SITE PAVING TD BE DCNE IN ACCORDANCE TO THE R£CI)KIMENOATIONS
AS WRINED IN THE SOILS REPCP.T FOR THIS SITE
7. ALE SITE GRADING AND SUSGRADE PREPARATION SHALL BE DONE IN
ACCORDANCE TO THE RECOMMENDATIONS AS OUTLINED IN THE SOILS REPORT
FOR THIS SITE
8- ALL LANDSCAPED AREAS TO BE UNIFORMLY GRADED AS SHOWIL
9. CONTRACTOR MUST OBTAIN ALL NECESSARY PERMITS FROM THE STATE
VA AT DEPARTMENT FOR ANY AND ALL WORK TO BE DONE IN fIIOHWAY
RIGHT -OF -WAY.
IO. THE MINIMUM PAVING STANDARD IS A 4 INCH SLAB WITH 6,6,6 GAUGE
"RE MESH. p
LEGEND IiAR 2f rsas
I-iA )V;Ve
524 EXISTING CONTOUR //L''II'N-ETT--r� �;"r PT Af
+ A60, 25 EXISTINC SPOT ELEWS�pt// r' }.UI
PROPOSED SPOT ELEVA4f6PPY'T.o ;f[
AT GUTTER (T0F5pFp.TRB {S
G" OR 0.5' HIGHkiPo,51Np
SHOWN 0TH FIR WI' I-'',TE' 1 . -
�
•i
525 PROPOSED CON' 'D[TRt INS `y COi)
N Z3
—... ...— INVERT OR fLOClJNLTFT
7�1 �ctssal DRAINAGE DIVIDE CQt U`VWJTIiTY DE1, L(
PE -14,Y 'APPROVAL L ATI
INDICATES PROPOSED
CONCRETE PAVEMENT
✓ yhRtf`nF rfkgslll
. a *..F?
r! 3AME5 OEWEY, .N.
CITY BENCH MARK NO. CG -27K -1 h of
CHISELED SQUARE ON BASE OF TRAFFIC SIGNAL
LIGHT AT N.E. CORNER OF INTERSECTION OF �J r
N.W. HWY. &PARK BLYp_, 1400' EAST OF
HWY. 114 WEST.
ELEVATION 647.58 CASE NUMBER SP95 -11
D &A F;LE NO. 803
RDYiSIGYS:
DATE
DESCRIPTION
2 -i4 -95
RLM5E WALK AT BLOC
3 -14 -95
CITY COMMENTS
3 -24 -95
CITY COMMENTS
O
o
d
LC �
ZA
z
]�,� Z
z
V7
a
x
Z
W 13
CJ
Z �
ID
Z F. ul
(n 1�
ELI
w 0 �Lno
r Q O
� Z LSO T�IX�I d
X ~
El_
Li DOIEN
_ (j d
EQMLi 0—
L JJ
3
Q
Q
C7
T_
ul
ai
ul�
NI XLTJ
J(NE W U F
Z O
0zzz Lj
-lxJ .__O d U�
am a
I' 'i0
ICr C7 p Q
QR-aN0
TLE .
GRADING AND
PAVING PLAN
LOT 1R, BLOCK L
OAK KNDLLS L.AKEVfEW
ADDITION
DALE: FES, 1, 1995
SCALE T - 20'
DRAWN BY: SAS (ACAD)
CHEOM 9Y: JDJ
SHEET NO.
C2 o, 5
;1d�
0
N_
N
a
N
VJ
N
4
�E
U
5
�
Q
'n z
O
o
d
LC �
ZA
z
]�,� Z
z
V7
a
x
Z
W 13
n
CJ
Z �
ID
Z F. ul
(n 1�
ELI
w 0 �Lno
r Q O
� Z LSO T�IX�I d
X ~
El_
Li DOIEN
_ (j d
EQMLi 0—
L JJ
3
Q
Q
C7
T_
ul
ai
ul�
NI XLTJ
J(NE W U F
Z O
0zzz Lj
-lxJ .__O d U�
am a
I' 'i0
ICr C7 p Q
QR-aN0
TLE .
GRADING AND
PAVING PLAN
LOT 1R, BLOCK L
OAK KNDLLS L.AKEVfEW
ADDITION
DALE: FES, 1, 1995
SCALE T - 20'
DRAWN BY: SAS (ACAD)
CHEOM 9Y: JDJ
SHEET NO.
C2 o, 5
;1d�
(WESTDOUND TRAFFIC)
aswsa PPEUas. "r`uw ae.ur "io'«.ea' " "• •• • "•" •'." _.._ __ ...___ ....,. ._ __._._...._..
BtiCS YOLEMER - 1Fn sRi LNtLL B[ REUOKP u,P P�SVOSRD [M xS eN •PPRatfif
JCL d5°OSCL AR.
5. m5°£<TM SY+4L 9E �uEErl'Y C° aErEN Er[x RuNVEIL EXNi uq NCPUP
M REPt�Cfre[Nr 91�LL 9E uME FRWVa.r •f RC[PLV $i ME Ld,1RACiU.
HAY BALE DIKE DETAILS
t. nttw,rtwYED ALi Swu1 RE REVPe® YMd Il
SILT FENCE DETAIL a s.oP tt PE SLrswee arsPOSEa
i�o aai eavrme�iE in�.o�ino«.i`seinou, "�9 as
NOT TO SCALE
CONTOUR LINE
10 'SILT FENCE
IOTEC310N
VCL PLACED
ND INLET)
FJ a "IFIV D
gim 2 j 7995
SITE PLAN
CITY OF G. APEVINE
APPROVED
AF 'f C:OVAL DOES P'.OT A TCJA HO
REE ANV WORK IN C INFLICT
WITH A JY COD R 0 -
DINAN
DATE_ BY
E ARTIVIE
COMMUNITY DEVELOP EN
PT iivllT APPR
�{.' —_ ._
fy
� .woes oeWEV, .R �
IIFSS:`. .L
l
CASE NUMBER 5P95 -11
D &A FILE NO. 803
REVISIONS:
DATE
DESCRIPT
2 -14 -55
REVISE WALK AT BLVG
3 -1a -55
CITY COMMENIS
3 -21 -95
Cli COMMENTS
0 -Z
n
Z a�'
Ly
c�
m � a
z z
U
Z
l0
? H 1U(J
Ln
MME`
t}
N Q O
�ZcOL'i't
a x
d zm¢LV
J �
r2 Q U Q N
LLJ
,r
Z
3
0
r
CD
Ln
Ln
x
c z w
W Of 1--
U LLI
CD 00 z
W U? S
0 W0�a
ry
ax°
CL cn cv L9
SHEET TITLE
EROSION
CONTROL PLAN
LOT 1R, BLOCK L
OAK KNOLLS LAKEVIEW
ADDITION
DATE FEB. 1, 1995
SCALE 1" = 20'
ORAMN BY: SAS (ACAD)
CHECKER BY: JDJ
SHEET NO.
C3 OF 5
yy
YJ
�
N
Y
N
rr^^
VI
W
N
O
�
F+1
U
0 -Z
n
Z a�'
Ly
c�
m � a
z z
¢
a �
x
W W UU Z
Y C
6
O
N
U
Z
l0
? H 1U(J
Ln
MME`
t}
N Q O
�ZcOL'i't
a x
d zm¢LV
J �
r2 Q U Q N
LLJ
,r
Z
3
0
r
CD
Ln
Ln
x
c z w
W Of 1--
U LLI
CD 00 z
W U? S
0 W0�a
ry
ax°
CL cn cv L9
SHEET TITLE
EROSION
CONTROL PLAN
LOT 1R, BLOCK L
OAK KNOLLS LAKEVIEW
ADDITION
DATE FEB. 1, 1995
SCALE 1" = 20'
ORAMN BY: SAS (ACAD)
CHECKER BY: JDJ
SHEET NO.
C3 OF 5
1 Z m I'
Z
I=
R
L'
T-
LI
CI
(WESTBOUND TRAFFIC)
LANDSCAPE TABULATIONS
PARKING AREA _ -t24,556 50. FT.
LANOSCAPINC REQUIRED IN
2,456 50. FT.
PARKING AREA (10% OF AQE A)
SM
I-MV50APINC PROVIDED IN
2,868 SO. FT-
PARK €NC AREA
0L&aCL5 YIRCINI N
PARKING LOT TREES REQUIRED _
-6 TREES
(1/400 SF OF REQ'D. LANDSCA.P -ING)
BALLED /SLRLAP
PA520NG LOT TREE5 PROVIOEP
6 TREES
PERIMETER TREES REQUIRED
36 TREES
(I PER 50 LF OF PeomETER,
OALMV /NAL-
OR 794 LF /50)
ILEX GPACA 5AYAYNAH
PERIMTER TREE-5 PROVDEC)
16 112EE5
(INCLUDING I EXISTING TREE)
PLANT SCHePIJL.E
COETION NAME
601ANICa NAYS
QUANTITY
SM
SPACING
I REMARKS
LIVE OA]C
0L&aCL5 YIRCINI N
T
4' CAL.
A5 SHOWN
BALLED /SLRLAP
RED OAK
QERCDS SHFfAR011
6
4' CAL.
A5 5N9WN
OALMV /NAL-
SAV"W HOLLY
ILEX GPACA 5AYAYNAH
0
6 -d' LIT.
A5 5!40NN
C( AINER
Vw R.RFGRO HalY
11- x CCRrUTA SWFOR01 OM
65
5 CAL.
:6' C -c
ccNTAM -R
OWA YAOpm 1 OLLY
ILEY VONITORIA NMIA
54
5 GAL_
36' C -C
COWAINeR
ASIAN lksmm
TRACIKOSPERLh 0.SIATICA
255 SP.
4' POTS
15' C-C
FLLL. 4' W44N eS
6ERrWV TURF
CIWZICN OACTYLON
3,390 SF_
I -
-
ll=aiiCH
NOTES:
I, LANDSCAPE CONTRACTOR SHALL M RWS INk PLR r Xl% HI116ELP FAMILIAR IN
ALL I.TDERCRQ MILITIE5, PIPE5, 5TRL MhZE5 AZ LINE RWi
2. CLI4TRACT02 15 RESPO.4! ME FOR VERIFICATION OF ALL AI ,ITIE5 PER ORAWIIL
AW SPECIf,CAI," BY LWp PM M516rER, PLW CVANTITIBS H4 EEEN PRw1DE0
AS A CONVENIENCE ONLY TO TIE COWRACTOR A SP U NOT EE CONS{VE12W AMCUFTE.
3. Ai E AREAS SHALL EE ROTOTtLL TO A DEPTH a 6' ALOIN PLANTING SO16
nIxTL� "IW: EXCESS. nE LEVEL OF T/E HEO AREAS -4VL(D SE LEFT 3' ABOVE TIE
MOP05F0 FINIS" GRAVE TO ALLOW FOR COFPACTION AND 5ETTLEfENT_
4. 0. TER SETTIPI'E14T AND COrPACTION AI RLANT11C RECEIVE A 2' (MIN)
LAYER OF 514tEDEO CYPRESS N4.1.CH.
5. RAMING SOIL MIX'IE FLR 3 AREAS SHALL BE EOY. EXISTING `AIL, COY. SHARP 5AW
40X.. SOIL CLTDITIAZR (BACK TO EARTH CR ELVAL),
d. ALL TREES ARB TO 73E 51A*O AW LVYEO THROXH TIE ONE TEAR WARRANTY AT WM
TILE TM OWeR SHALL MMWIM IF REYAVPL 15 FIeCeSSAPY.
T. PLL B AREAS °..HALL M SEPERATED KM r PREAS U511tC RYE " STeEL POLYI^
S-T TN OF g00T nn,
HICFER THAN MNIJ L
2' M1A H IF NEcn_
EXCAVATE PLANTIN Y
6' LARGER THAN RC01
tt AtTIW 11X A5 SP&
SCARIFY 4' O> Ex15T1
AFD RECD ACT
SHRUB PLANTING DETAIL
Nll ' 1`0 SCALE
NEVER C LEAVER
SET TOP OF K00T 5r
4' ABC^JE FflrS GRAPE
AND RiNID SA1KiR
tLKE p NACHI S PIF,
(lYaE55 tIACNIFJE
SPAVFV}
CVY TP.PS (If LE55
MAc"'le sr'kmo)
ABOVE 41 R5T IN2NILV
G WIRe --
PETAL FEt4e 5TAKE
3 PER T4EE AT 00'
R VE MCLAA rpm -
TOP CF BALL
2' MLCN A5 SPECD.
PLANTI,K "IX A$ 5P cj%
SCARIFY TO 4' VEPTN -
EXCAVATE HOLE
r' LA GC e THAN
ROOT BALL
/r F NN CRAPE
TREE PLANTING DETAIL
NOT TO -GALE:
OESLRIPTI4N
2 -T4 -95
INAR 24 . Iggs
LEGEW PLANNINC-
CITY COMMENTS
DWF BLPFORO 1HE PLAN
OOtX*
PWFu YAURATMLQr GRAPEVINE
C) N
ASIAN 4>rL'=1 1VD
OF
_Wn
AF% PO t)OES DT AUTHo
BERT 1LFlA!:T�1fR'fNY WOP.IC IN COIJFLIC
5 <
Q
V• ITT I NY CQpE
ntNA,J
fl
0
SAVANftV BY
r, Z
E Ao-RTME T
COMv1 17 Y QEDA EN
Li VE 09�iin'AT APPROVAL DA
REO OAK
CASE NUMBER SP95 -11
D &A FILE NO. 803
R>,nsoNs
OATE
OESLRIPTI4N
2 -T4 -95
RENSE WALK AT BLDG
3 -14 -95
CITY COMMENTS
3 -21 -95
CITY COMMENTS
�
C) N
_Wn
I
5 <
Q
N
z
K Q
LPL
LJ
Z n
ZLo
cr) I, n
w
WWNWo
L
LJ LLI T
(� ~ !
d �
Z m Q J rN ,
�6UQN
mmao.l
LL.I
}z
J
O
}
Q
W
W �3L I c0
L" =x
Lail -
LJh
U
U
WOZW Z
c�?S
O Iron¢
cT IL L"
SHEET TITLE
LANDSCAPE
PLAN
LOT SR, BLOCK L
OAK KNOLLS LAKEVIEW
ADDITION
OATS FEB. 1, 1995
SCALE: 1' = 20'
DRAW BY- SAS (ACAD)
CHEC1(m BY: JDJ
SHEET NO.
L 1 D F 2
O
N
I
N
a
rr^4
eVi
C
N
�
Z
rM,
W
�
C) N
_Wn
I
5 <
Q
N
z
K Q
LPL
r, Z
LJ
Z n
ZLo
cr) I, n
w
WWNWo
L
LJ LLI T
(� ~ !
d �
Z m Q J rN ,
�6UQN
mmao.l
LL.I
}z
J
O
}
Q
W
W �3L I c0
L" =x
Lail -
LJh
U
U
WOZW Z
c�?S
O Iron¢
cT IL L"
SHEET TITLE
LANDSCAPE
PLAN
LOT SR, BLOCK L
OAK KNOLLS LAKEVIEW
ADDITION
OATS FEB. 1, 1995
SCALE: 1' = 20'
DRAW BY- SAS (ACAD)
CHEC1(m BY: JDJ
SHEET NO.
L 1 D F 2
z S
h
O
' \V
1 =0`
R =2
L -2
T =1
LC=
CB=
(WESTBOUND TRAFFIC)
LEGEND
RECEIVED
MAR 24 1995
FILANNINO
NCTes:
-
®
RAIN DIRE RC CON 7f,!OLLER
� ��aN
1 LICENSED STATE OF TEXAS IRRIGATOR SHALL SUBMIT COMPLETE SHOP DRAWINGS TO OWNER ANp
VALVE AND HEAD LOCATIONS.
X
fr
//F
�I - y LN" ( i {
F?��V�IV�
ARCHITECT PRIER TO INSTALLATION OF CIAGRAMMA7C LAYOUT,
2. 1 RRIGABOM SYSTEM TO BE INSTALLED BY A LICENSED 57ATE OF TEXAS IRRIGATOR. ELECTRICAL
w
7" DOUBLE CHECK VALVE I
^�a-
�y �'�✓ � dz + /TR-
CONTRACTOR SHALL CONNECT ELECTRICAL TO MAIN SERVICE. -
- --
1 1/4" CLASS 200 PVC MAIN
V r -FE
SH1;Er�
3. LICENSED IRRIGATOR SHALL RE RESPONSIBLE FOP MAKING HIMSELF FAMILIAR WITH ALL OND£RORCUND -,
3/4" TO 1" CLASS 260 PVC LATERALS I
OF
Ar' -%_' �7"'F�1�. D`3cr -.S
Vi1LInE5, PIPES. STRUC Tl1RE 5, RND LINE PUNS
-- •--- --
(SIZE IS 3/4- UNLESS NOTED)
�.,)-r AL7 -r.HD_
}�I. = r�P.ry� Sh.'[i nli I� CONFLICT
d_ LICENSED IRRIGATOR SHALL REVIEW PLANS OF [PRICn TICN SYSTEM PRIER iE IN S IALLA TIDN OF
o
Q
U�, �.i ;SAY LODE
SPECIFIED PLAN MATERIALS. DT IER ANO ARCHITECT ARE 7O BE NOTIFIED 1F THERE ARE ANY
IS DESIONE6
7b64 RAIN BIR6 4 POP -UP HEA6, OR
_
P35CREPRN41E5 AETWEEN SYSTEM DESIGN nN0 ACTUAL JOR SITE CONDMONS. SYSTEM I
FOR 50 PSI. VERIFY WITH LOCAL U71LJTY COMPANY. SHOP DRAWINGS ARE 70 BE SVBIAITIEp TO OWNED !,
1912 RAIN BIRD 12 PCP -UP READ IN
1': :•-� C�B�� -
`
AND ARCHITECT PRIOR TO IMSTALLAPCN
PLANTER BEDS (USE APPROPRIATE ARC CONE)
ART1ti1LNT
5. PIPING IS DIAGRAMMATIC - AVOID CONFLICTS IWT7i EXISTING AND PROPOSED FLINT MATERIAL
O
1' PE RAINBIRf) VALVE
1 Q
LOC RTIDN,
��
5. HEAD LAYOUT IS APPROXIMATE - ADUUST TO PROVIDE 1007 COVERAGE.
! t
-VALVE SIZE
- GALLONS PER INU TE
7. PVC PIPE SHALL BE CLASS 200 SOLVENT WELD EXCEPT FOR 112.- PIPE WHICH SMALL RE CLASS 315.
A. PVC FITTINGS SHALL BE SCHEDULE 40 SOLVENT AELD-
CASE NUMBER SP95 -11
D &A FILE N0. 803
RE5AS10N5:
N
N
REVISE WALK AT BLDG
X
CITY COMMENTS
r4llDESCR3PRCN
CITY COMMENTS
5
In
z
o
� a
w
aC)
�
-
-All
A'
N
N
�W
L^
X
z
�
5
In
z
o
� a
w
aC)
�
-
z
¢
a �
z
�
cO
z z
o
Q
U
Z r
tD
Fes- Li
U7 r7 r�
w
rn ° n o
°F-0V an)
d w M
z J
�Q�QCv
LLJ
z
Q
Q
Z
C7
Z
L0
� N
rI,1 TTwQ
CL Z
LJ
U
Uol'zz
W Uz 5
IL w
o Ya�a-
CK ax°O�
ci fl. U7 N 0
SHEET i17LE
IRRIGATION
PLAN
LOT 1R, BLOCK L
OAK KNOLLS LAKEIAEW
ADDITION
DATE: FEB, 1, 1995
SCALE: 1 - 20
DRAWN BY: SAS (ACAD)
CHE00 BY: JDJ
SHEET NO.
L2 Or 2
ll,
W 1
METAL ROGF
lSYANpING 3EAMI
EIF5
e
LLECT. CLOSET
® I Ole'IPSTER 1
g LOCATION F
1
CONG
DRAN
�DOWNSPOUT
�� SCALE:1/„
WEST ELEVATION
10 SGaLE. v5 " -I' -m-
SEYCND
EAST ELEVATION
PANT RE4i2 FACE I EPGE5
SLACK
R
�j
HIGH COPY TO BE 041TE VINYL
3mi
BUILDING 71
17
To MEET AvA STANDARD
'ARKING DNLY
In^ aADlws - coRaERS rTTP1
I �I BOLLARD POST
I j �
Ell
H �
FINISH - Ell M.
COAT TO MATCH BLDG. OMIT
JI '-
CONC. FOOTING �-I
GYP. BD. AND INSULATION
\.
REFER TO STRICT. D11- I�_']
a
I
FG
FG
L
PG
FG
F6,
FILL CELLS
A
SOLID Wr GRGNT
n
T
T
T
T
_ _ _F, F. ELEV. 656DO'
STEEL FIFE HANDRAIL
_
-"
S �`
KIST. F F. ELEV. 65355;
SEYCND
EAST ELEVATION
Y GAL - 5% L POST
8 HANDICAP SIGN
SCALE : N.T.S.
'cENTEa -uNE
,� P4RCIN!i SPACE
PANT RE4i2 FACE I EPGE5
SLACK
6" HIGH 5'TMSOL I 1 -1l
�j
HIGH COPY TO BE 041TE VINYL
3mi
51Cd: DESIGN
IANDICAPPED
To MEET AvA STANDARD
'ARKING DNLY
In^ aADlws - coRaERS rTTP1
Y GAL - 5% L POST
8 HANDICAP SIGN
SCALE : N.T.S.
'cENTEa -uNE
,� P4RCIN!i SPACE
1 >. GRIP
NOTE.
51115OL SHALL BE
PAINTED WITH
NON - REFLECTIVE
YELLOW
k
ACCESSIBILITY LOGO
7 NTS
T
9 I IEIA -1 1
TOP CF PARAPET
r f EMS
_- - - - - -- '-
e CE3LING LINE `- 9 "< 5' G. 1. DpNLSPOCR- DTP. I
____ __ ___ __ ___ ___________ _ ______.___________-_ -_ -- ----------- ------------------- { ELEGTRECAL CLOSET
g LIGHT F{XTtFRE �(] REFER TO E -T
REFER TO ELECT. PW95 _O.q)
9TL. FIFA RATEP� Dl1MF5TE ENGLOSUF
® POOR tTrP.) N -_]�- _ ;�•.
B I � i 5YL. PIPE NANPRA`!
_ \
T . _. GONG 6FL45H BLCfK
FOR ALL IITILifY LOCATION REFER TO CIVIL
AND ALL P. ;FY LO A SOUTH ELEVATION
I{ Yr
METAL RCCF 1 1
; STANDNG 5EEATT
_T92 OF PARAPET '
e, 9 ROOF LINE
EIF5 � FIFS EIF5
CEILING LINE -,_
°. EG ES
- 3
O . ---- -- FG FG FG T T T T T PIT T T F!s FG FG
® � �3.
T F T HI T T- T
� tl N T T T T _ T FV.
STEEL PIPE H6VDiIIAIL
I
3mi
1
PLOOR PLAN SHEET n -[ 4
1 >. GRIP
NOTE.
51115OL SHALL BE
PAINTED WITH
NON - REFLECTIVE
YELLOW
k
ACCESSIBILITY LOGO
7 NTS
T
9 I IEIA -1 1
TOP CF PARAPET
r f EMS
_- - - - - -- '-
e CE3LING LINE `- 9 "< 5' G. 1. DpNLSPOCR- DTP. I
____ __ ___ __ ___ ___________ _ ______.___________-_ -_ -- ----------- ------------------- { ELEGTRECAL CLOSET
g LIGHT F{XTtFRE �(] REFER TO E -T
REFER TO ELECT. PW95 _O.q)
9TL. FIFA RATEP� Dl1MF5TE ENGLOSUF
® POOR tTrP.) N -_]�- _ ;�•.
B I � i 5YL. PIPE NANPRA`!
_ \
T . _. GONG 6FL45H BLCfK
FOR ALL IITILifY LOCATION REFER TO CIVIL
AND ALL P. ;FY LO A SOUTH ELEVATION
I{ Yr
METAL RCCF 1 1
; STANDNG 5EEATT
_T92 OF PARAPET '
e, 9 ROOF LINE
EIF5 � FIFS EIF5
CEILING LINE -,_
°. EG ES
- 3
O . ---- -- FG FG FG T T T T T PIT T T F!s FG FG
® � �3.
T F T HI T T- T
� tl N T T T T _ T FV.
9
DUMPSTER PLAN
6 SCALE
EIF5 FNISH
Ml E5LDG. C11I7
AND NMLATPO
FC$T
SLACK V
pF rTYP)
RAMP SITE PAVING
DcU TO GRAPE
DUMPSTER ELEVATION
5 SCALE : 1 /4" - T -0"
NORTH ELEVATION
SC -SLED IrE' -I• -m"
EIFS IS EXTERIOR INSULATION FINISH 51' +TEM L "� I RIGID INSULATION EOARD
T - " TEMPERED GLASS , SAFETY GLGZING I '
NOTE.
L ALL SfCd E SHALL MEET FHE REQUIREMENTS OF SECTION 60„ 5fGN STANDARDS.
OTNFR Ai PLrcASILF RE6[ILA7ICN5.
3. ALL PAR'<IG FOR DISABLED PFR5CN5 SHALL SE DF51GNATED ACCORDING TO
C4AF7ER 23, SECTION 23.64 TNR01'H 23 -69 OF GRAPEVINE CODE OF
ORDINANCES lSECT" A'1 e Ib31)
a°
CAST STYE caP
ERICK COLUIM5
- Af5ED1- AL
LETTER5 ON PAINTED METAL
__ 9ACKfiROw10
OPEN CAST STONE BASE
T f LICIN - L �ICi r tj�y¢{4 EVINE
SIGN - LrGUT aTPOP ccc YdTFLC,k�" iVL
NPLANF[htri
� SIGN ELEVATION APPROVED �--
{ —01
ScALE: 1,4 -1 SHEET
APPROVAL DOES P!OT AUTHO-
MZE ANY WORK IN CONFLICT
a Vi1Tl i A_ Y CODES OR-
FI 'E G BETE FILL TD DINAN
SuEO WATER rlrz° ufGU MA>bATE BY
c AR7MEIT
e° DIA 5TD PIPE IGALVI COMM ITY DEVELO EN
FILL W ;CONC -FAINT SIL K PERMTr APpREcvfvFfj-- 1
�" WIDE mS;tA. T'ELLOIU
YINTL WARNING TnoE qPR -3 1995
c�c -v-N PLANNING
m., � RmuNO coNC BASE _ SSte�,
n _ III BASE Wl 3 -•<'S � "? � '� p'¢ 1p
IFRT . TIES .12 CC
BOLLARD POST _
NAIRY
NOT FOR GO €1`T!i11 i!IJI'J
STEEL PIPE H6VDiIIAIL
IN F_RT
SEE
PLOOR PLAN SHEET n -[ 4
I �I BOLLARD POST
I j �
H �
FINISH - Ell M.
COAT TO MATCH BLDG. OMIT
JI '-
CONC. FOOTING �-I
GYP. BD. AND INSULATION
\.
REFER TO STRICT. D11- I�_']
a
I
ccNC 51-415 �✓
o
I
I
FILL CELLS
A
SOLID Wr GRGNT
n
!• <GOVT -ly
,old
i
A
90LL,'A4YJ FG`5T �p
S �`
-
BEE CIVIL
�
9
DUMPSTER PLAN
6 SCALE
EIF5 FNISH
Ml E5LDG. C11I7
AND NMLATPO
FC$T
SLACK V
pF rTYP)
RAMP SITE PAVING
DcU TO GRAPE
DUMPSTER ELEVATION
5 SCALE : 1 /4" - T -0"
NORTH ELEVATION
SC -SLED IrE' -I• -m"
EIFS IS EXTERIOR INSULATION FINISH 51' +TEM L "� I RIGID INSULATION EOARD
T - " TEMPERED GLASS , SAFETY GLGZING I '
NOTE.
L ALL SfCd E SHALL MEET FHE REQUIREMENTS OF SECTION 60„ 5fGN STANDARDS.
OTNFR Ai PLrcASILF RE6[ILA7ICN5.
3. ALL PAR'<IG FOR DISABLED PFR5CN5 SHALL SE DF51GNATED ACCORDING TO
C4AF7ER 23, SECTION 23.64 TNR01'H 23 -69 OF GRAPEVINE CODE OF
ORDINANCES lSECT" A'1 e Ib31)
a°
CAST STYE caP
ERICK COLUIM5
- Af5ED1- AL
LETTER5 ON PAINTED METAL
__ 9ACKfiROw10
OPEN CAST STONE BASE
T f LICIN - L �ICi r tj�y¢{4 EVINE
SIGN - LrGUT aTPOP ccc YdTFLC,k�" iVL
NPLANF[htri
� SIGN ELEVATION APPROVED �--
{ —01
ScALE: 1,4 -1 SHEET
APPROVAL DOES P!OT AUTHO-
MZE ANY WORK IN CONFLICT
a Vi1Tl i A_ Y CODES OR-
FI 'E G BETE FILL TD DINAN
SuEO WATER rlrz° ufGU MA>bATE BY
c AR7MEIT
e° DIA 5TD PIPE IGALVI COMM ITY DEVELO EN
FILL W ;CONC -FAINT SIL K PERMTr APpREcvfvFfj-- 1
�" WIDE mS;tA. T'ELLOIU
YINTL WARNING TnoE qPR -3 1995
c�c -v-N PLANNING
m., � RmuNO coNC BASE _ SSte�,
n _ III BASE Wl 3 -•<'S � "? � '� p'¢ 1p
IFRT . TIES .12 CC
BOLLARD POST _
NAIRY
NOT FOR GO €1`T!i11 i!IJI'J