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APPROVED ACCESS
ROADWAY TURNAROUNDS
r4- 00'
- 30' R
City Access Roadways TYP .1200
120
- 27-34'
R
T
Cul-de-sac not to exceed 600 feet ;,e
STANDARD RAMP
CURB & GUTTER
CURB FACE
Alternate access roadways
considerations for private z
driveways (one to two homes 30' R
maximum) and special TYP
approved applications.
20' ~7o'
r
I
20'
TYP
MIN
ACCEPTABLE
ALTERNATIVE TO
120' HAMMERHEAD
/ Any variation between 90 and 180 degrees )
r will be acceptable
H 6 60' +I I
f
20'
30' R
X30' R
TYP
TYP
1
20'
20'
YP
TYP
MIN
120' HAMMERHEAD
ACCEPTABLE
ALTERNATIVE TO
120' HAMMERHEAD
90 °
~_A
B = 3 TIMES A
SEMITRAILER WHEELTRACKS
48' RADIUS
.
1S C. T
20' i 26'
2U
20'
TYP
MIN
A-3
MINIMUM CLEARANCE
AROUND A FIRE HYDRANT
Aerial
- Rd, 19,
4e,
, 1 rl
, • 1 1 / 1
,i'~ 1 1 1 1
i~ ' 1 1 1 1
R=30'
-------RHO'-- 1 r,=30-
1
1 1
1 /
r
8.0'
0
0
TURNING RADIUS
N SPECIFICATIONS
r TURNING RADIUS REQUIRED FOR
% FIRE TRUCKS IN A TEE TURNAROUND
co
iN i
20.0'
TURNING RADIUS REQUIRED
FOR FIRE TRUCKS IN A CIRCLE Aerial . ' `
TURNAROUND - - '
Pumper
1 / , 1
R-1T: INSIDE WHEEL PUMPER
R=28': OUTSIDE WHEEL PUMPER
R=33': INSIDE WHEEL AERIAL
R=45': OUTSIDE WHEEL AERIAL i
R=48': OUTSIDE OVERHANG AERIAL
A-4
2
.1
103
~~~u1~iscnd
i0 ~ Pant
>Q~
a,
)!j-4'
e
d~ -E-
3
.
-283
284
2" PVC Co
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Ow OZ
-882
T ~ ~ V
AA 73 Q~
fi
a Om" '00'b 00 °d "ast
r i
} v~,,.i I ~ ~ N ia~,s,eu b fwd -
`•k ~i° r N 3 °c o a. « w:y►ovoss/ roq *82
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N. 'i
83
A
400 IsaCIm, a
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HARVEY HILLSIDES
Lot 14
i k2 B oc PROJECT y~i
263/487 LOCATION ~c~
t; ,~o
y NZ NED U 0 SCALE: 1 = 30'
' Una' J ~ q ~
LANDSCAPE A,NALY~SIS:
85,813 sq. ft. =TOTAL PHASE AREA; , 95,813 • {30/2000) = 2574 POINTS REQUIRED; 2 L,mits ~ ~ ~ 3t~r yip ~ o,W
Fnd. A3 SHO1fN BELO# MORE THAN 2574 POINTS IYILL BE PROVIDED; S 43.16'34" W a~ w 276 ~ O ~ ~ `
Li~itS 95.08 C1t
1 CANOPY TREES, {NON-STREETSCAPE) ARE T4 BE PROVIDED. et ~ g•32'~~~ ~ S 1/2 I R, 3 g,23
1 75 POINTS = 75 POINTS. ~ 9 1 ~ ~
~'_~ufldln Line lOrd.1 - --Q--- - ~~a.► - 277 ~ ~
THE 10 EXISTING CANOPY TREES TO BE BARRICADED ARE 2.7 - 8" INDIAMETER OR LARG$R FOR A TOTAL POINTS:
30O • 10 = 3000 PODVTS o~ ~
Lot 2 ~y ~ ~Gy '
TOTAL NON STR>gIETSCAPE LANDSCAPING FOINTS TO BE PROVIDED: Block 1
3000 + 75 = 3075 POINTS - 278 ti 4
2i 8 - - - 25 /1 3 65 0
CAPE ANALYSIS:. ~ 0' Publl Ut / ~ >c N ~ I y C•3 189 NTAGE/25 8.8 CANOPY TREES REQUIRED. Easerhe t
. 189' NTAGE • (300 POINTS / 5O' FRONTAGE) = 1014 POINTS REQUIRED. ~P
OPY TREES, STREETSCAP$ ARE TO BE PROVIDED. , { ) ~ is 4 • 75 POINTS = 30fl FOD?PTS ~ 2.'9 a ~ _ ~
Santtary ewe ~ s:
S- 5 S S S S S 3 BXISTING CANOPY TREES TO BE BARRICADED ARE Existt
8• IN DIAMETER OR LARGER FOR A TOTAL POINTS: Manhol 300 • 3 = 9t?0 PODVTS .
N YI
TOTAL STREETSCAPE POINTS =900 + 300 = 1200 POINTS 9 - 2f 10 -
ALL PROPOSED STREETSCAPE AND NON 3TREETSCAPE CANOPY
" DAR LM" HAVE TREES ARE TO BE ULMU3 CRA33IFOLLiI, CE E ,AND ~s
A I,~IIMUM DIAMETER OF 1.5• TO 2" 111IEN MEASURED 12° ~;~gg o FRBY T--~ TRUNK BA'BB. ~
_ c « EXISTING CANOPY TREBS TO C 300 POINTS MUST BE ~
BARRICADED PRIOR TO FIRS LOP ERM3T, BE AT LEAST m
8" IN DIAMETER OR LARGER AND HE IN GOOD FORM AND FREB
FROM DISEASE. r WELDON
To be ~ w ALL Ii;XISTING CANOPY TREES TO BE BARRICADED ARE QUERCUS ORDAN
STELLATA,"POST OAIC. b~ tooa e lot 1~ 2,31 r r Its,
_ ~ rA a. . ALL LANDSCAPING PROVIDED MUST BB SBRVICED BY AN AUTOIiATIC g 1
. ~e ~ ~ ,d IRRIGATION SYSTEM. IRRIGATION PLAN TO BE SUgBMTITED BY font
1.87 Acres OTH~ PRIOR TO ISSUANCE OF C.0. ~ ' n .0~-
3540/184 - -
G3 PARKING ANAL ` .
an~c r'' ~ OFFICE: 1 OFFICE 2132 v, . 1
2,100 eq. ft. =BUILDING AREA; , ~ N
1 SPACE PER 250 rq. ft. REQUIRED; 1
2100 250 = 8.4 SPACES RE UtItED ~ ~ , / Q 9 .r
O Z~ a IfAREHOUSE: 1 R'AR$HOUSE o, ci Poaf Oak wf
a 3,200 eq. ft. =BUILDING AREA; d j
1 SPACE PER 2000 . ft. UIRED; ~ ~ a; ~ ~
200 1000 = 3.2 SPACES UD3ED to ~ 3, / REq ~
8.4 + 3.2 = 11.8 N 12 SPACES REQUIRED 2s;~3 , e e
12 SP CES PROVIDED - 11 REGULAR AND i HANDICAP. ~ ass ' N A .a ~ o . v
y el ~ h i
Shbe4eed aaee ~O 2E 4 --trt pa so+~ ~ N
' Poa M ew o; _ 1 8 P+
- 28` a,
' [D~ ~ ROAD Paa Oak
,'-e 4'-~ Pof f a _ Po Oo Oe~ ] ~
_ ,/tar"-~" P ~ os oak
eA ok • 12' Tuba eaouNO ~oa ti~aArs i •
N kgdak Canlyd a 4' y
2 300 GALLON METAL DUMPSTERS 2E 6 TYPICAL SIDEWALK QETAIL r~T~
t ~
IP' Db. a W+.~~. oa Ook T
PLANNED COMMERCIAL a ° ~ ~ u
e+' 1 ~ ~ osed One Story
t2' de. ~ .4 2100 . F Pea Omi c p
. ~ 1fATER LOADING" ook o ~ r u-, i'7
OFFICE, ~ t t DRD?PKING .FOUNTAIN AT .5 FDITURE UNIT (FU), 4 ?
2 GRO AT 8 FU EA. KITC~I SINK AT 2 FU; n. 8ATl~QOIt ~ 1 yore Au a, PAVEkoor Mro cases ~ o , . , ti
SN41 BE JOOO P.~d ~-pAY .!i + (d'rr) + 2 ,z 14.3 FU Fnd. 1/c"' L8 '
~ ote. ~ ~ 1fAREHOUSE• >
( ) ~ r Pee ok r 5sf~; ~ s C 2 0 SAT 1 FIXTURE UNIT FU EACH 1 DRINKING ~ t 0e` FLO RDRAIN T~~
. FOUNTAIN AT .5 FU EACH, 1 BATHROOM GROUP AT 8 FU, ~ za' ° ~ 2 4 5
i KASH SINK AT 3 FU; ' 1.2 + .5 + 8 + 3 = 11.5 FU TOP PROP. PA4QIEM , 7 ~ eARs 1
a
_ _ ~ PEAK LOADING 14.5 + 11.5 28 FU
PEAK LOADDfG - 8 G oa D LO ING = 7.8 9 = 2.8 GPM ~ t ~~f s ~ ve ~ AILY AD / r r -e'
INFLITRATiON IS 1091 OF DAIS LOADING; 213 ~s,.
• ~ INFLITRATION = 2.9 10~,~'' 0.28 GPM ~ ~v'" ea
TYPICAL CURB DETAIL . TOTAL PEAK SANITARY SERER LOADING: -
ulldln Line Orda f : ` _ 7.8+0.28=8.08 GPM -
MAXIMUM DOMESTIC 1PATER DEMAND - 7.8 GPM EXIS ING t0 ' Po t ~ Poef Oak °;4.~ t,
DOMESTIC HATER DEMAND - 0 GPM FIREHY rr 8 a..> ~ . ORQ s: N ter ne
GE DOMESTIC HATER DEMAND = 2.8 GPM / 1.5 = 1,73 GPM
= Fnd, li Fri 1 MAXIMUM IRRIGATION DEMAND 25 GPM ~ E E E E E , E
>,y`„", 26;F., F i~
MOR ( ~ 1
~tll~~f~~i~~ o~~ ~ ~Ed9e of
' Paver,ent 1. ePlot t>carin used os basis of beorings. ,T
'fhl: ie not in o 100- r flood hozard area as established Pr Y Y~ the ederol Emergency Monogement Agency; Mop Number 480410048?C
'va e: ,Ju Z 1892. ~ IY e d~tonot Pram. rout to .the f 50' orc, trovelirtg the path of the firetruck, is 400'. ~ • ue. i _
iZ0' R.D.IU. 41' 5.~. ASPiiALT g~.T
HANDICAP RAMP DETAIL N.T.S. OWNER DEVELOPER:
Dan & Clare Beitrand & Land 9"veyiAg Service Maintenance 44" Carter C-Cr"k Park* to ft
110 Lincoln Ave. Ste. 101 ~neaBryan. Texas 7mv2sul
. _ College Station,. Texas 77840
(409) 898-2273 ao • a~ja~or...~»-~wrrm
F(tE Cow- 0 V 73
8
, ~ ~ ' ' ~,,RYth1G ANALYSIS:
. . ' OF!'ICE: 1 OFFICE
Ib►~ !t. ~ T~I'AI► PIi 'ill~3. ~ ~ . _ . ' a 7e sq. ft. - B LNG AREA'
1000) ~~4 >~O~ 1tORE TB~AII ~i'i'4.~ 1RLL BE FRpYIbIiD; 1 SPACE PER 250 sq. ft, REQUD3ED;
. x,100/250 = 8.4 SPACES REQUIRED ~ .
- 1 AAY , {NON-ITl~t1~) ARB TO BE PROPD~1 x
I►AREHOUSE: 1 11AREHOUSE t , . J • Ta `~41NT8 = Tb PQI~ITB, 8,200 eq. ft. =BUILDING ABEA;
~~AL~: 1 ~ 90 1 SPACE PER 2000 rq. tt. REQUIRED;
T~ ° 10 l~G GAI~P"1C 'N! Bl: BD AI;B ' 3,200/1000 = 3.2 SPACES REQU3AID 6"' LIP ~ Olt L#R618t P~ 4 'COTAL POiNTB:
800''* L0 ~ ~'~Okl pOD?iT8 8.4 + 3.2 = 11.6 N 12 SPAC$S REQUIRED
. 12 SPACES PROVIDED - 11 REGULAR AND 1 H/NDICAP. ' . 1/ . ~ N91f B'CItEET~t:APE LJ~ PO~NTB Tti BB PROVIDED: 'FnO.~ ~ ,
+ r P ~ t~ 300(1 ~ 3~arb au~rB u"! A f~ r
fat 1/ ' LR, 4 •32°!~" ~ 9 :2'S
NI~ClilPE ANJ►LY6IR. SERVICE TO BE CONTRACTED OtJT ~ ~ tt'4'FBOuN'!'1tGIl;,~6' : 8.98 ~ C~N9PX TIl;8E8 RNQUD3$D. ~
. 174'TlflttNTAGE • {~0 ,POINTS / 60' FRAN?iGE) a 1044 POD'1'!'$ REQUIRED. - '
~~NT ZONING.
4 GANOPY 'T1iEEB, (B`PIOIAPE) ARE TO I~ PROVIDED.. ~ ~ ~ ~ •.:..,.i PLANNED COMMERCIAL
4 i 7d POIlfTB s ~ POAgTB ~ t~~ r \ ~~~1 IF ...in~,~„
CsntertMe of Cate 9 BIRSTIN4 CANtfPY FREES '!'0 11E BAREICADED A>tE ~ fit..... !
tA>fE?~ O t,~RG~ hOR A 9'OTAL PQINT6. f ~ I I SANITARY SEIPER dt 1fAT)!B ~jgG: I I ~ ~ 8.08 3 = . ~ POII#'C& ~
1 \ ~ r ~ ~t o 1 x. 1
' ~ TOfiAL a + oFFICE: ~ - - ulot►t , ~ ~ I~19~I;ETlICAI~~ I''QiNTB 900 900 = l200. POINTS 1 G FOUNTAIN A .5 s rK ~ ~ . DRWtcIN T FIXTURE UNIT (FU), I i
2 BATHROOM GROUPS AT 8 FU EA., IQTCHEN SINY AT 2 FU; ~ ALL P~PO~D AND NON CANOPY - ~
`T!!E!!~ ~8 TO $E, ULIw` CRi@LI+I, "CEDAR SLIP, AND RAVE .5 + (8.2) + 2 - 14.5 FU •
A I~INHff)lt ~ OF' 1.6' ro 2` I(EIISVREO 12' ' ' l1ARE$OUSE: ~ ♦ FIB[ T~ ~ BAIL:
2 FLOORDRAINS AT 1 FIXTURE UNIT (FU) EAC$► 1 DRINIRNG ...ter.. ----~-5
ICIQ~"If'tfl CA1iePlf TRESS TO COUNT !~E' 300 POINTS INST. BE FOUNTAIN AT .5 FU EACH, 1 BATHROOM GROUP AT 8 Ftl, .261 ' PRIOR TO FIRST 0~"1T PERIiIT, BE AT LIST 1 1fA3H SINK AT 3 FU; ~ : ~
8" l)►f ifs QR. LiirR Ad+ID M ~ aOOD' 1•'ORI( AND FREE {1.2) + .5 + B + 9 - 11.b FU -
PEAR LOADING = 14.5 + 1.1.5 ~ $8 FU ' . pq AID. l6 T TO BId IIARRICADB,6 AR$ QUERCUS PEAL( LOADING = 7.B QPY ' : c''61 r ,
S~61da1'~A,,". FB'I' 01C~. ~ DAILY LOADING = 7.8 9 a . E 6 GP11 '
- ' D!iF TRATION IS lOX F DAILY IAADIN6;
' AL6 ' < 1~1;9T HE ~tVICBD 8Y AN AUZYaYATIC TION = 2.8 • lOX ~ 0.28 GPII ~ ~ . „ , ,
O'17IRRS PIeIOR TO ISSi1ANCE OF C.O. TOTAL PEAK SANITAIf~ SL~IEft Ii0A1'II~G. ~ ~ '
7.8 + 0.28 = 8.08 G1'1[ ,
YAXIIdUII DOMESTIC 1IATBR DEIUi+iD • 7.8 GPY ~ . ,
MINIYUII DOMESTIC HATER DEifA~iD 0 Gulf ~
AVERAGE DOMESTIC HATER D$JtAND = 2.8 GPIt/l.b a 1.T3 GP)i . ,
~ • , . IIAXI1tIIlI IRRIGATION DEMAND = 26 GPY ' .
1. »FMb bed 4~ a~ i~tie of ce~an'nge. Dllo~L
2. az not in 0 iQO- r ffoocl hazard eo ae a tObtiehed ,
edsrbt Y mart ~ Ala Number 48041 18 ~ , Manage +~enGy, P 2C botr d
J..l~rr dlatonee from tIN flnhydrant to the 150' are, travellnq the path of the firetruck, is 400'.
4. Ak.;"Dtlt'<arM sltctrictll terviae Haab arA to be considered oa 2 hose.. ~ u" . M
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. 264
' t•a eak, ~
, i. 683 ~ 4 , p
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W. GI` IIMM
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F. cWrrs►if Ok
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y AtiNG 1t~'
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' R M 4,.
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C~4M(~VN;W(Not4o Scala) N`Dk. ~ ~ ~~1~~ yi
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•
LiMit of S er pu ~t lI~P°!"llle'f•Db'~91b 90 ,
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1!IM Cttlr ~ ~ ~
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B6T
i:d~e of HANDICAP RAMP DETAIL. N.rs. . Pnvenent~ ,
NDIL• Ail PAVEMENT AND
IIIALL b10 .3.1.28-DAY ~
~ ' ~ ~ ~1~. ~I
g - < ~ ~ _
i/Y DK iN-~ 1 ~ ~ •
TOP MOP. PAVEYFNf ' itlr M
OWNER/DEVELOPER: f
Dan & Clare 8ettrand M-no cam t~...r ' Ca mp Vs{n ~s~~wn~ h19 solo
COMTE,. -LANE' i I- AND AlA
-PA IL
N.S.S. N.tt TYPICAL CURS
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