HomeMy WebLinkAboutDrawing6' CQNCRETE ~I¢~WALK
DIRECTjY ~EHINQ CURS
NOT TO .SCALE ua+T BROOM flrps~l ,p
i ,roans TD eE TooLFo t /4' PEEP 0 6' aRERW1LS
ExPANSION Jf)N(1 3/4' X 4' REDMpOO 6'-0"
\ OR APPRdV1rD EQUAL ` 1/4^/FOOT
C~ ,O
0. \ Qp
C _ 'A' LASS CONCRETE ~j \ \ ~3 BARS 0 12. O.C.E.W. (4 Tf11CK MIN.) P
gj NOTE
R _ \ ° ' \ DOWEL pl ANO TIE TO ANY CONC. STRlIC1URE ~y 1 ~ ~ . fH ►a1ACrNT To SIOEWALx wnN ~ 3 RE9~RS o,?~ o.c. Q~
ONI G ~ ~ ~ Z N a \ \ \ 0 0 ' • \ G
•d
~ • RAMP ° • ~ \ LOT 6 c Vv
• \ BLOCK t , n .
PLATTED \ N \ WELCH PLACE • ' . 1/~~ \ °y
466/143 a • IRF \ \ a + 0 t.0' .a • a ~ M1RE
• • a ry MESH ~
~ ~ os' k 60 ~.o' S +
' h ?.8 ~ 0 31x.15 VICINITY MAP - ti 5 0 ~ x \ CONC. FLUME DETAIL \ . ~
NOW~FORMERLY \ \ HENRY & CLARA TAYLOR ° , 0 0 b0 \ \ NOT TO SCALE
1961/135 ~ A ~6. V6• ~ p,
1 F ~ \ \
1 a.
TYPICAL \ . i
DIMENSIONS 0 ~ ~6 ~aG ,T1~'+ 0 ~i AO • +~S ~ \ \~p 6. ~ \ \
eJ ~ o. 0 6 s s, ° 4' NCR
~ . b \ \ Q h• a ~ \ 2 s cf p" d
O>, \gb o 1~ ~o. ~ N~ BAR (n'P) LIGHT BROOM f1NISF
~0 , \ JOINTS TO BE TOOIE 0 ~ / ~ 1 Qo ♦ ~ 1 /4 DEEP 0 4 IFliER+ \ b' / \ ~ 1'
! ~ ~ \ i P\ F ~ ~ ~ \ a f J
=NEW
~ i ~ \
~ y6 r ~ CURB FOR CONCRETE PAVEMENT 3 rte, ~ ~ 1s.oo \ ~ ~ , ...w. c,
\ \ 113 BARS 0 1 0 C E 1/2• ` ,~c ~ s, NOT TO SCALE IRf , \ ~ ~ \ ~ ~ \
i \ ~ \ n~ \I ~ ~ \ \
a ' ~ ~ q ~ J a / i \ i n7~ 5.
\ i \i ~ / ~ \
\ d ~
~ \ \ ' i v ~ q p'~~'/ nG
v ► s ti/ o A
NOW FORMERLY ® ' ~ i 9< * \ \
MARTHA G. ALLEN ~ \ \ , ~ \ ~ \ Rip MAx. SLOP 3582/265 < \ ; ~ ~ , 0 \ \ r } ■ i - i~
q , \ \ ,~9, ,5~6• LOC. FOR ,¢A i \ ~ ~ \ FIRE DEPT. RAMP 1T 1 r
® i \ , E• .0 E • CONNECTION \ ~ \ / i A ~ , 1 f
i , \ do \ ~ s 314.8+
~ ~ ~ v ~ s/ s s A
i A , A 5 \ * 'o• ~ \ 6 ~ 1
~ i \ p \0 \ .p , \ C \ ~ ~p\ / < \ STD. LAYDOWN I
\ ' ~ w 5A~ ~ o. \ RAMP ~ ~j, ~l \ ~ ~ \ ~ SEC 9 \ l ~ ~ 'S~ AMU TORY RAMP - r t
® ~ 00 q ~ ~ ~ / ~ ~o~ ~ \ NOT TO SCALE
~ ~ l , ~ SEE SECTION A-A ~ \ \ ° v~ i
\ 0 ~ ° s~ ~ FOR CROSS SECTION LEGEND H Q , `l •s• p , \
0 ~ \ 0 , \ '0. d' t7' ~ ~ \ G \ y, J`
IR =IRON ROD / NOW/FORMERLY ® i' \ o GJ ` ~ J \ \ IP =IRON PIPE ~ , ~ Q p, y
CM =CONCRETE MARKE MARTHA G. ALIEN i \ 12' \5. \ 3412/030 ' v 314.7 rC 1`~ GATE ~ ~ MOC =MARK ON CONCRETE\ i ~ • E . 0 6'•. \
~ E• 5/F =SET OR FOUND \ i ~ \ ~ ~
FP =FENCE POST ® , \ ' * \ \ FC =FENCE CORNER i' \ 5~pe R-'6 3' g
_ , , o ► \ ROW RIGHT OF WAY \ i ~ \ a . GATE
B8 =BACK TO K F CUR \ ~ \ = BAC o a \ \ ~ 5 ZONING BL BUILDING LINE _V
PUE = PLIBUC UTILITY EASMT. ® ~ ~ ~ ~ \ i + j
EE =ELECTRICAL EASEMENT , \ ~~a~, 8.5' R o a \ \ DE -DRAINAGE EASEMENT / \'p, , \ •1 LM11T ~~aaa O° T a \
AE =ACCESS EASEMENT ~ i ~ OF a 9 i \ \ q ~ \ ~ 1 POA p 314.1 314.5 ~
PAE =PARKING/ACCESS EASMT. G ~ "1 TC ~a \ r EM =ELECTRIC METER '\6 ~ ~ ' ~ 1 • ~s• f /
_ ~ ~1 i \ ~ ET -ELECTRIC TRANSFORMER ~ ~ ' 2' R ~ \ ~
E/P/L -ELECTRICAL/POLE/LIGHT ~ ~ ~ , q V \ MH -MANHOLE ~ , 1 ~ i ~ •p, 'A
CO =CLEAN OUT °p ' t ~ \ 10 a \
WM =WATER METER 9 ® \ ' ' ~ FH i \ W/V = WATER/VALVE i . ~ ~ i p .~tQ' OO wv
SS =SANITARY SEWER NOW FORMERLY \ ~ ~ i \ A' `'9 / y \ \ FH =FIRE HYDRANT MARTHA G. ALLEN , p r O
GM =GAS METER 3297 230 ~ 11'x11' ; eOARO ~ w0' ~.p G
T/B =TELEPHONE PEDESTAL ® DtN~vSTER ~ o f a \ LOCATION , , 1• ~ \ \ C/N =CABLE TV 2' R ,
AC = PJR CONDITIONER ~ \ s P \ i ~ i a r~
OH =OVERHANG ~ ~ a. \ \ G \ 11 EOP =EDGE OF PAVEMENT ~ ~ ~ o.
(R) =RECORDED i ~ ~ 'S. \ \
/ q / a \ (M) =MEASURED , ~ \ ~ p \
i' ~ i' J`q G'Pg \ 10 ~ q 12 \ \
NOW FORMERLY ® \ ' ~ x313.47 / ~ ~ ~ \
THOMAS do DORIS HOMEYER ~ \ Eoi ~ ~ \ \
PARKING ANAL~'r:~l`~ 9to/745 v ~ A
® ' ~ \ F ~ ~ \ 'S 2.0 RAMP BUILDING AREA 5, 712 S.F. \ ~ ~ \ ~ ~ ~ F ~ \ \
FlUMBER OF DWELLING UNITS v ~ 20 ~ ~ , ^ ~ \ •s 313.0+
F•tUMBER Of 2-BEDROOM UNITS 2 sq \ 13 ~ \ \
WUMBER OF 3-BEDROOM UNITS 18 R_2 y \ , • •s, ~ \ v' ~ MAX. REQUIRED PK. SP, 59 \ ' ' \ ~ ~ 1~ \
PK. SP., 3.a x 1e ~4 ZONING , \ ,
PK, SP. 2.5 X 2 5 ' \ ' \ P~ \ RAMP I S ~ i ~ \ ~ i p~p~► ro o. \
ARKING SPACES PROVIDED 84 .P , , 1 < y (Z DESIGNATED H.C. s ' ~ ' \ 5 , a ~ ~o~ \ ,
~ S, ® \ ~ o \ ~ 'Fp < , ) ~ \ ~ yy~ ~d}, 14 \
~ i \ ~ TC (1~'P a \ 313.9 ~,,`'~S` ~ 0 ~G
i \ ' •0, 6' \ 'Am
_ \ s ~ \ 313.8 ~p \
I ANDSCAPING ANAT. YSIS ~ ~o• ' t2' o~ \ a 2 \ 5\ o ~ O v' \ 8.5' R GATE y ,y.
I ANDSCAPING PTS. RE~}UIRED •yM G F ~ ' - - - c> ~ \ ~ a \ F . ® o.
TACT AREA 60,887 S.F. ~ 1 1 > ' 3' 15 : ~ GATE o
hANDSCAPING 60.9X30 1,827 NON/FORMERLY ' ~ a \
StREETSCAPE 473-50 X30D/50 2,538 MARrwa G ALLEN ~L ' ,o - 114 i s• q ~ TI)TAL POINTS REQUIRED 4 365 3501 / 0 ® \ ~ 31
1 y 3 t T \ ~ O , ♦.2S 3 3.9 a Oq a •p.
LANDSCAPING PROVIDED (ALL NEW) 0 ~9 1
- ♦ 6 . o F \J'
41Vt UAK, GUNIAINtKILtU, .5.7 I,AL, 4XSUU 1,7UU 4,J ® \ 313.75 TC ~ \ ry
/ ~ ~!ED OAK, CONTAINERIZED, 3.5' CAL. 7X300 2,100 ° / ~ ~ i i / ~ e
~RADFDRD PEAR, 5', 31X40 1,240 ® 2' R i / D n - A / / i ~ p0 'O. REPEAT OF LO 9 26, BLOCK
TREE YAUPON/TREE CRAPE MYRTLE, 5', 16X40 640 Q & 1075 35-52, LOCK 7 ® ~
~IWARF YAUPON/NANDINA/JUNIPER, 43X10 430 McCULIOCH'S ADD ION / ~ ~ 17 6, BOARD ~ , / . (PEACE 2 ALONG THE FRONT OF EACH UNIT do 7 as SHOWN) 362/827 ~ 12'•12' FENCE 6 S PO , ~
. TEITAL POINTS PROVIDED 5,610 \ D DER ~ c,\. ~ \ 'S , °
2' R h / ~ J
\ q \ ~ ZO 0 \ , / 0~~
2 /i ~ /i \ GlN GUY
16 o \ NOW FORMERLY / / \ / /
/ ® , o, •o / MARTHA G. ALLEN GUY ~ / ~ WATER CONSUMPTION n G
3581/259 , / ~ M GUY PpL e.
DOMESTIC USE (GPM) > Y 19 .~R _ ~ \ lQ
T-POST DRIVEN 2' ® i / ~ O~ \ / / ~ ~ 0 MINIMUM 0 \ \ / x
, /~0 \ / ,p a0 AVERAGE 9.0 ~ ~ / \ \ ~ / ~o. hp 311.14
MAXIMUM 27.0 ~ / ~ 1 p RAMP 6
2- 1 /2" REINF. BAR / / \ / / ~ ~ ~ 60 IRRIGATION USE GPM) ~ PER HAY BALE ® ' q~ / ~ \ 0°/ F ~ ?o ( \ \ 1 /
0 / ~ s,0 \ ~0 \ / ~ ~ r i MINIMUM ~ ~ 2 , I Q r• 112-
HAY BALE LANDSCAPE BUFFER AREA TO INCLUDE / / ~'A ~ i ~ AVERAGE 2.0 SEDIMENT CONTROL ~ / \ \ / 0 IRS
MAXIMUM 4.8 F~~BRIC 31 BRADFORD PEARS Z" CALIPER SET D~ , \ ~ \ , ~ y0 ~ ON IVY GROUND COVER. ® •p, / ~ , / ~ ~ ~
/ i \ i ~3 , ~ , a ❑o
\ / / Qa s r
/ / \ i/ ~ 0.33' FLOW NOW/FORMERLY ® ~ \ i 60 ~
SANITARY SEWER DEMAND MARTHA G. ALLEN ~ c 3500/103 ~ / P h 313.6
90x OF DOMESTIC WATER CONSUMPTION, G / \ 3.00' CURB ~ ~ ~ / / ~ / < MINIMUM 0 / ® ,
~ / ~ CUT - F.L. ° 0 AVERAGE 11,600 GPD / / ~ 3148 0 '0
4 0 PD 167 ~~i/`~ ~y TC 13.6 •~h MAXIMUM 3 ,80 G ~ ,
~ ~ , A K~ kh / ~ cu i ^ry' 1 NOW/FORMERLY ® / 4.5 R C~
/ ROBERT D. GILLER , / x TYP. ~ ~ 1
15031 PUMA RASSA R0. .o. I ~ ~
SILT FENCING U~t ~ ~ ~ ~ ~ o GENERAL NOTES : ~ _ MEYERS, FL 33908 a . ► ~ ~ - _
rOT T$-~4tE ~ 6 60 ' ~ I N 1 P
6e ~ ~ Q' 1. ALL LINEAR DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED. ~ 4 ~ I I J _.4
I. I ~ ~p 2. ALL CALLS ARE MEASURED CALLS. 6' PRNACY 4•
3. TOTAL AREA = 1.3978 ACR. FENCE {TYP.) ► P T F W H P R R 4. BEARING SOURCE IS LA 0 ELC LACE ECO DED ~ c, 1
IN 466/143. s' ExPANSpN ,aINT
NT R IN TAINED FROM CITY OF COLLEGE STATION. REOUr,ED ~ +311.5 5 CO OU L ES OB
6. THIS PROPERTY DOES NOT LIE WITHIN AN IDENTIFIED 100-YR EXIST, FLOOD Pi.A1N PER FEMA MAP ~ 4801C0143C DATED 07/02/92. - cHUH
7. BENCH MARK IS COLLEGE STATION MONUMENT 220 LOCATED AT - iEN~CE
THE S.W. CORNER OF HAINES & CAUDILL, EL 312.27' NGVD 29. 1/2
8. SPRINKLER SHALL BE BY IRRIGATION. PLAN TO BE SUBMITTED PRIOR q~g R,0' 9'-5' 10' ~
TO C.O. ~ 9. PARKING LOT SLABS WILL BE REINFORCED WITH ~ 3 REBARS
18" O.C. BOTH WAYS.
10. A 6' PRIVACY FENCE WILL BE INSTALLED ALONG THE NORTH,
WEST, ANO SOUTH BOUNDARIES OF THE PROPERTY, 6` REMTFORCED CONCRETE 6" THICK f ~
NAX. 26' ~3 BARS ~B' C-C
AIIN. 10'
REMOVE EN LIRE CURB AND cc O ~ T ~ ND GJRER SECTpN MIN. SLOPE Sx RENFORCED CONCRETE ~ 'CG~~~,,,,~ C
6" THICK r ,uX. SLOPE , ox ~ ,~P.,. . ,9
i3 ~ t8' ~ ~ ~ ~ CURRENTL; DRAINAGE NOTE : EX,STING PAVE AENr DRAY ; * : ~
. . S,* PROPOSED: h ■
1. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM WITH ~ o ~ STIAN A. GALINDO~ LAND USE.
THE STANDARDS AND SPEC;If (CATIONS OF THE CITY OF COLLEGE STATION. ~CHRI MN.•N.N.MN•N•NNNN•N•,,,,; 18 UNITS
2 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND ACCE`~S DRIVEWAY 53425 ~ ~ i ~ • ~ o; ~ 2 UNITS, ~ PROTECT ANY UNDERGROUND UTILITIES AFFECTING THIS JOB. ~ 'AQ .•9~. RF.; w ~ 'URRENTL Y. VACANT
NOT TO SCALE ,c ,CfStE,.•• e 3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEDIMENTATION CONTROL ~I FS ~G~ I4.3 D.U.
DURING CONSTRUCTION AND SHALL TAKE THE NECESSARY STEPS TO tl~ S~ONA4 E AD/lCZ'n. a%171 T7 L'A Urf V
MITIGATE THE AMOUNT OF SOIL AND DEBRIS ORIGINATED AT THE SITE x`01 ~~ha
AND CARRIED ONTO PUBLIC RIGHTS OF WAY, WATER COURSES AND
ADJACENT PROPERTY. TO THIS EFFECT THE CONTRACTOR SHALL INSTALL A SILTING BARRIER ALONG iHF LOWER ENDS OF THE LAND BEING
DISTURBED ACCORDING TO THE DETAIL SHOWN HEREON. i
4 THE CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ANY
CONSTRUCTION CHANGES IN ORDER TO FACILITATE THE PREPARATION
OF "AS-BUILT DRAWINGS" WHICH SHALL BE SUBMITTED TO THE CITY WITHIN 30 GAYS OF COMPLETION OF CONSTRUCTION.
OWNER DEVELOPER: DATE: JANUARY 17.21 _ WELCH AVENUE & NEVADA STREET J
APPROVED BY: CG CHARLES H. SZABUNIEWICZ 1.3978-ACRE TRACT %r r r ■ r
REVISIONS:
G RS AND PLANNERS 1NC. HORIZON HOMES VOL. 124 PAGE 553 ALINDO EN (NEE 1
3801 FIFTH ST. ' BRYAN TEXAS 77802 409-84f;-s8sa CRAWFORD BURNETT LEAGUE, A-17 3833 SOUTH TEXAS AVE., SUITE 213 ~ BRYAN TX 77801
' COLLEGE STATION, BRAZOS COUNTY, TEXAS
409-846-5800
1 I 1
SEWER s,.-
(SEE DEIA-.
STANDARD MANHOLE RING 8 COVER-
, MANHOLE 'A`
(SEE DETAI,
•F!
EXCEPT AS SHOWN ON PLANS
(SEE GEN NOTE- 41
.
\1
NOW SHRINK GROUT-,
I
(FIVE STAR GENERAL
! I
PURPOSE OR APPROVED
EOUALI
MORTARED RINGS FOR/
ADJUSTMENTS TO FINISH
GRADE AS REQUIRED
(24' MAX. HEIGHT)
MANHOLE CONE
)
'0'-RING GASKET (TYP,)
J
(SEE GEN. NOTE- 3)
I
PRECAST MANHOLE
PER ASTM C•476
4R'
DMA.
PROVIDE BELL JOINT
AT ENTRANCE e
EXIT OF ALL
MANHOLES
PIPE
•4'%K1' CREOSOTEO POST
7
O
I eFNNSH GROUND
COMAS TED AT C LIFTS
TO OS% STANDARD PIOCTCR (ASTM DI55A
a &mmUM 2% OVEN OPTIMUM,
MOISWRE
(tNLESS SPECIFIED OTHERWISE ON PLANS]
"MANHOLE RISER PIPE. INSTALL PLUMB
SET BEFORE POURING BASE
&W-DETERMINED, BY DIAMETER OF
SEWER PPE B NOTCH-OUT S(ZE)
16N
SET BOTTOM OF MANHOLE RISER
AT CENTER OF PIPE
(SEE GEN NOTE 51-1- T'-
SEE SPECIAL NOTE- 3
3000 PSI CONCRETE
SPECIAL NOTES- L4EE SPECIAL NOTE- 2) SECT
a -OTHER 1 JOKM OORR LIFTING HOLES SHALL BE THOROUG fLY~FIILEDWITH
SYN<0•FL.EX OR OTHER APPROVED MASTIC 1OTERPROOFING
MATERIAALL~ AS.P.13
2•CONCREY'E PHOR MANHOLE BASE SHALL CURE FOR MNMUM OF 24
HOURS PFWR TO PLACING ADDITIONAL SEcrxm.
3-POUR BASE ON FORM UNDISTURBED SOILIF SOIL IS WET MUDDY
OR SOFT THEN UNDERCUT UNSTABLE MATERIAL 6 BDCKVIL. WITH
COMPACT-ED CRUSHED STONE OR TRAVEL (NASP.LI
4 SEE SPECIFICATION 5.204 DETECTOR TAPE FOR INSTALLATION
AT MANHOLES.
DETAIL, I -A
PRECAST MANHOLE
(ASTM C476)
Ma WYE
G,~ r -Id OUT V"LE "ASS 52 we 1L
POLYWRAP
T ~ _GPE
•F - MJCTKF IRrve ptm f ADAPTOR
SIZE
UNDISTURBED EARTH
DETAIL: I -D
DROP CONNECTION
BACKFRL N d LIFTS
TO 85% DENSITY-95%
DENSITY IN TRAVELED
ROADWAYS
(SEE TEN. NOTE-1
FOR^ 1 8 6' DIAL N.IL
(S h
tf .
STANDARD MAHHOL
6 COVER
(SEE DETAIL 4•A)
3000 PSI CONCRETE
DUOUTHIC POUR
(SEE GEN. NOTE-5)
PSI CAP LIMIT FOR INITIAL POURIW3 OF
CONCRETE WHEN FIRST WALL SECTION
IS NOT CONSTRUCTED WITH FOOTING,
DETAIL: I - B
CAST - IN•PLACE MANHOLE
_
lq9UNDERGROUNO UND BLACK LETTERWGi
ARN G
E
SEWER
CONTACT
CITY OF COLLEGE STATION
BEFORE EXCAVATING
e
14'
DETAIL: I-E
SEWER WARNING SIGN
PECIAL NOTE- 3
FURNISH AS SHOWN ON PLANS 6 ON ALL MirNIHOLE SIGN
POSTS. POSTS TO.SE 4' TOP DAMETLR BYP'e LONG-
CREOSOTED. SIET 40' DEER (NLA.S,P.L)
SIGNS TO BE CONSTXCTEO FROM 20 GA. STIEL BAKED
ON ENAMEL FINISH. FURNISN ONE SIGN AND POST FOR
EACH MANHOLE INSTALLED. FURNISH ONE R(PLACEMENT
SIGN FOR EACH TYPE SIGN NSTALLEO.
(KAS.R L)
2' BLACK PRESSLM MANHOLE
SENSITIVE
TO BE ADDED NO. NUMBER
AFTER BASIC
SIGH HAS BEEN
PANTED, o
DETAIL, -I -F
MANHOLE IDENTIFICATION
O
N
Y
l