HomeMy WebLinkAboutSP2010-500101 Site Plan2 - #5 X 24" x 24" CORNER BARS
' TOP AND BOTTOM - TYPICAL AT
'1 1' ALL BEAM INTERSECTIONS '
�I L '
'1 6
i--- #;.---------------- 1 1
- - - - - - - ------------------ ' ----------------
L
t----_-_--- _----------_-- - - -------4 -r_ - -_-_
F CORNER REINF.
1 /2" COMP. FILLER
W/ SEALANT AT TOP TYPICAL SLAB REINF. -
#
1 O" 3 BARS 1 2"O.C.E.W.
1'-O" 1'-6"
fV
I 4" MIN. SAND LEVELING BED
N T I 6 MIL. POLY. WATERPROOFING
18" O C.
x 1 -SLIP
1 5SI1 DE #3 STIRRUPS a 30" O.G.
1
(FY - 40 KSI)
L.j Lj_ (3) - #6 BARS CONT.
TOP 4BOTTOM
(FY- 60 1<51)
O PREVENT BOND BETWEEN
BEAMS $ PIER GAP
#5 BARS @ 6" O.C.E.W.
lip TOP d BOTTOM
IGONG. PIER - REF. 1$2/51
2'-6"
E POusLE BEAM
TYPICAL SLAB REINF.
1 1 /2" DROP #3 BAR5 @ 1 2" O.C.E.W. ry
4" MIN. SAND
I LEVELING BED
#3 STIRRUPS
30" O.G. I I
3" MIN. 6 MIL. POLY.
TYP. WATERPROOFING
•
(5) - # 6 BARS TOP
BOTTOM CONT.
(FY-60 P51)
D BEAM AT PORCH
TYPICAL SLAB REINF.
#3 EARS 0 1 2" O.C.E.W. cV
\
• _7T•- - -' d
i
_. ki
I I 4" MIN. SAND
LEVELING BED
STIRRUPS @ 6 MIL POLY
VARIES N
4-#6 DOWELS X 4'-0"
REF. 1 /S 1
LONG TYPICAL OR EXTEND
LONGITUDINAL REINF. MIN.
I
I
2'-0" IINTO BEAM
�
I
ELEVATION TOP OF PIER -
REFER TO BEAM DETAILS
d DEPTHS
#6 VERT. REINF.
L• •
#3 TIE5
PLAN
VERTICAL REINFORCING
4-#6 BARS /�
(CO - *& � p(p, 20l`� IL�R%T J
#3 TIES 0 1 2" O.G.
NOTE:
BOTTOM OF UNDERREAM
TO BE APPROX. 1 -1' BELOW
EXIST. GRADE. BOTTOM
MUST BE GLEAN $ FREE
OF LOOSE MATERIAL.
BEAR ON TAN SANDY
CLAY OR A5 DIRECTED
BY 5TRUGT. ENGINEER.
G TYP. PIER DETAIL
FOUNDATION 5PEGIFIGATION5 8.
ALL CONCRETE INCLUDING CONCRETE TOPPING, SHALL BE
CURED IN ACCORDANCE WITH AGI 505, LATEST EDITION
AND FOR A PERIOD OF NOT LF-55 THAN 7 DAYS BY ONE OF
rENER4L
THE APPROVED METHODS LISTED BELOW WITH APPROVAL
1.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
OF THE ARCHITECT OR ENGINEER. DURING THIS CURING
ALL DIMENSIONS PRIOR TO CONSTRUCTION, AND FOR
PERIOD NO PART OF THE CONCRETE SHALL BE PERMITTED
CHECKING ARCHITECTURAL VERSUS STRUCTURAL DIMENSIONS.
TO VECOME DRYU. THE CURING MEDIUM SHALL BE APPLIED
THIS SHALL BE COMPLETED PRIOR TO COMMENCEMENT OF
50 AS TO PREVENT THE CHECKING AND CRACKING OF THE
WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE
SURFACE OF THE CONCRETE IMMEDIATELY AFTER PLACING
ARCHITECT FOR CHECKING AND ALLOWANCES MADE FOR
AND IT SHALL BE MAINTAINED SO AS TO PREVENT LOSS OF
MINOR REVISIONS.
WATER FROM THE CONCRETE FOR THE DURP�TION OF THE
ENTIRE CURING PERIOD. FRESH CONCRETE SHALL BE
2.
REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR
PROTECTED FROM HEAVY RAINS, FLOWING WATER AND
ELEVATIONS, SLOPED OR PEFRF-55ED FLOOR AREAS,
MECHANICAL INJURY. ALL CONCRETE SHALL BE
FINISHES, BRICK LEDGES, ETC.
PROTECTED FROM INJURIOUS ACTION OF THE SUN.
'.
ALL SOIL UNDER SLAB SHALL BE TREATED WITH A 1 % DURSBAN
a. WATER CURING: CONCRETE SHALL BE KEPT WET BY
TERMITE TREATMENT, OR EQUAL BY A CERTIFIED APPLICATOR.
MECHANICAL SPRINKLERS OR BY ANY OTHER
APPROVED METHOD WHICH WILL KEEP THE SURFACE
4•
6 MIL. POLYETHYLENE PLASTIC SHEETING SHALL BE RUN
CONTINUOUSLY WET.
b. CURING GOPOUND5: CURING COMPOUNDS OF THESURFACE
CONTINUOUSLY UNDER FOUNDATION AS A VAPOR BARRIER.
MEMBRANE TYPE CONFORMING TO ASTM
5.
1 /2" X 8" ANCHOR BOLTS SHALL BE PLACED ON 46" CENTERS
G-30q MAY BE USED ONLY IF APPROVED BY THE
FOR ALL EXTERIOR WALLS.
ARCHITECT OR ENGINEER. CRUING CONFOUNDS SHALL
BE AGITATED THOROUGHLY BY MNEGHANIGAL MEANS
6.
FOUNDATION SHALL COMPLY WITH THE CITY OF COLLEGE
CONTINUOUSLY DURING THE USE AND SHALL BE
STATION FOUNDATION STANDARDS.
SPRAYED OR BRUSHED UNIFORMLY IN A SINGLE GOAT
WATERPROOFING
ON THE SURFACES AT A RATE NOT TO EXCEED THE
REQUIREMENTS OF A5TM 0-30q. APPLICATION SHALL
(2) - #6 BAR5 TOP
EXCAVATION
8 FILL
BE MADE IMMEDIATELY FOLLOWING THE FINAL FINISHING
1.
BOTTOMS AND SIDES OF EXCAVATIONS SHALL BE GLEANED
OPERATION.
$ BOTTOM CONT.
BEFORE CONCRETE IS PLACED. ALL WATER OR OTHER
1'
O"
DELETERIOUS MATERIALS AND LOOSE SOIL SHALL BE
REINFORCING
STEEL
REMOVED FROM THE EXCAVATIONS PRIOR TO CONCRETE
1.
ALL REINFORCING STEEL SHALL BE NEW BILLET DOME5TIG
C INTERIOR BEAM
PLACEMENT. CONCRETE SHALL BE PLACED IN ALL FOOTINGS
ON THE SAME DAY IN WHICH THEY ARE EXCAVATED AND
DEFORMED BARS CONFORMING TO ASTM A-6 1 5, GRADE
60, EXCEPT THAT #3 OR #4 BARS WHICH ARE BENT,
MEASURES TO PREVENT EXCE551VE DRYING OR MOISTENING
(STIRRUPS, TIES, OR DOWELS), MAY BE GRADE 40. GRADE
OF THE EXCAVATION DURING THE TIMES OPENED SHALL BE
MARKS SHALL BE PLAINLY EVIDENT ON ALL GRADE 60
TYPICAL SLAB REINF.
TAKEN BY THE CONTRACTOR.
BARS. ALL REINFORCING SHALL BE FREE OF RUST OR MILL
#3 5AR5 0 1 2" O.C.E.W. cV
SCALE AND SHALL BE STORED ABOVE THE GROUND.
\
2.
ALL FILL MATERIAL SHALL BE FREE OF ANY ORGANICS, CLAY
BALLS, OR OTHER DELETERIOUS MATERIALS. IN GENERAL
2.
DETAILING AND FABRICATION OF REINFORCING BARS
ONLY 5ELECTED FILL WITH A P.I. LE55 THAN OR EQUAL TO 15
SHALL BE IN ACCORDANCE WITH THE MANUAL OF
•�
• -�
WILL BE ACCEPTABLE WITH SPECIFIED COMPACTION (A.S.T.M.
STANDARD PRACTICE, AV 515, LATEST EDITION. UNLESS
D6g8).
SHOWN OTHERZI5E, LAP CONTINOUS BARS 36 BAR
DIAMETERS, OR A MINIMUM OF 24" AT SLPLICES. LAP
N
CAST
1.
-IN -PLACE CONCRETE
ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE
SPLICE BEAM TOP REINFORCING AT MID -SPAN, BOTTOM
N
I
I
REINFORCING OVER PIERS OR SUPPORTS.
4" MIN. SAND
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE,
LEVELING BED
AGI 3 18, LATEST EDITION.
3.
REINFORCING BARS MAY NOT BE WELDED OR OTHERZISE
HEATED FOR GUTTING WITHVUT APPROVAL OF THE
2.
ALL CONCRETE FOR STRUCTURES (BEAMS) SHALL BE NORMAL
STRUCTURAL ENGINEER.
6 MIL. POLY
WEIGHT, SAND AND GRAVEL AGGREGATE, CONCRETE WITH A
TY
WATERPROOFING
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5000 PSI.
4.
ALL TOP AND BOTTOM REINFOREMENT SHALL HAVE 2-#5,
W
I
CONCRETE MIX SHALL BE 5 SACKS OF CEMENT PER CUBIC
X CORNER BARS BLAMED WITHIN THEM THAT
#3 STIRRUPS @ 30" O.G.
YARD. CONCRETE STRENGTHS FOR THE AVERAGE OF ONE
EI
EXTEND
EXTEND ADJACENT BEAMS AT EXTERIOR CORNERS
Q
>
(1 6" O.G. WHERE NOTED
PAIR OF STRENTCH TESTS (CYLINDER BREAKS) THAT FALL
AND INTERIOR AND EXTERIOR TEES.
ON 1$2/51)
BELOW THE REQUIRED MINIMUM SHALL BE CAUSE FOR
L
REMOVAL OF PORTIONS OF THE WORK REPRESENTED BY
5.
ALL STIRRUPS SHALL BE CLOSED STIRRUPS, AND ALL
(5) - #6 BARS TOP
THOSE TESTS.
SPAMIN65 START AT 5/2 FROM THE CENTERLINE OF THE
$ BOTTOM CONT.
SUPPORT.
3.
THERE SHALL BE NO HORIZONTAL JOINTS IN CONCRETE WORK,
IIIII
OTHER THAN TH05E SPECIFICALLY SHOWN, AND ALL
6.
ALL TOP BAR5 SHALL BE HOOKED AT DI5MONTIN0005
1
0"
CONSTRUCTION JOINTS SHALL BE APPROVED THE ARCHITECT
ENDS.
OR ENGINEER. ANY STOP IN CONCRETE PLACEMENT SHALL BE
INTERIOR SEAM
MADE WITH VERTICAL BULKHEADS INCORPORATING A SHEAR
'7,
PROVIDE NEGE55ARY TIES AND BAR SUPPORTS AS
TYPICAL SLAB REINF.
KEY AT THE CENTER OF 5PAN5 BUT ONLY UPON THE APPOVAL
REQUIRED BY THE MANUAL OF STANDARD PRACTICE, AGI
#3 BARS 1 2" O.G.E.W.
®
OF THE STRUCTURAL ENGINEER.
3 15, LATEST EDITION. BRICKS, ROCKS OR OTHER
ry
4.
FORMWORK DESIGN IS THE RESPONSIBILITY OF THE
MASONRY OR WOOD ARE NOT ACCEPTABLE SUPPORTS.
CHAIRS AND BOL5TER5 FOR APPLICATION DIRECTLY
CONTRACTOR AND SHALL NOT BE REMOVED UNTIL THE
OVER EARTH, POLY SHEETS, OR FELTS SHALL BE EQUIPPED
GONRETE HAS REACHED SUFFICIENT STRENTH TO CARRY ITS
'WITH BOTTOM BEARING PLATES.
OWN WEIGHT. REMOVAL OF BOTTOM FORMS ON GRADE
• •
BEAMS SHALL BE APPROVED BY THE ARCHITECT OR
8,
ALL REINFORCING STEEL SHALL BE FREE FROM ANY BOND
ENGINEER. ADDIOTIONAL STRENGTH TEST SYLINDER5 MAY BE
REDUCING COATING
;p
ADVISABLE TO CERTIFY ACCEPTABLE STRENGTH TEST FOR
FORM REMOVAL. IN NO CASE SHALL BOTTOM FORMS, IF
q,
ALL HOOKS REQUIRED FOR REINFORCING SHALL BE q0
REQUIRED, BE REMOVED PRIOR TO i DAYS AFTER
DEGREE HOOKS, UNLE55 OTHERWISE SPECIFIED OR
4" MIN. SAND
PLACEMENT OF CONCRETE.
APPROVED. HOOKS SHALL BE PROVIDED AT ALL
LEVELING BED
DISCONTINUOUS ENDS AND FOR ALL BARS AT
5.
UNLE55 OTHERWISE NOTED, CONCRETE COVER FOR
CANTILEVERS.
m
3" MIN.
REINFORCING STEEL SHALL BE:
TYP.
GRADE BEAM BOTTOMS 3"
10.
CONCRETE COVERAGE FOR THE REINFORCING STEEL
#3 STIRRUPS 50" O.G.
GRADE BEAM SIDES 3"
SHALL COMPLY WITH AGI 3 18, LATEST EDITION, ARTICLE
(FY-40 K51)
GRADE BEAM TOPS 1 1 /2"
-1.1.1, EXCEPT WHERE SPECIFICALLY STATED OTHERWISE.
Z
FLOOR SLABS 1 1 /2"
1 1 •
WHERE OPENINGS IN OR PENETRATIONS THROUGH SLABS
a
m
� 6 MIL POLY.
6.
ALL PENETRATIONS AND SLEEVED HOLES SHALL BE
STRUCTURAL ENGINEER.
FORM INSIDE CORNERS, PROVIDE DIAL. REINFORCING
• • •
APPROVED BY THE
(2-#5 X 4"-0" LONG) ACROSS THE CORNERS. THIS
WATERPROOFING
REINFORCING SHALL BE PLACED 1 1 /2" BELOW THE TOP
'7.
CHAMFER ALL EXPOSED CORNERS 5/4", OR AS SHOWN ON
SURFACE OF THE SLAB.
DRAWINGS.
V-01.
5AR5 CONT.
TOP 4BOTTOM
A TYP. EXT. SEAM (FY-b0 K51)
TE: 6RADE BEAMS TO
FOUN17ATION PETAIL6 N1� MIN. INTO UNDISTURBED 501LD
a
m
1 3'-1 1 1/2'
T-2 1/2"
N
1 7'-8" ,J,'-10", r-O" 5'-9 1 /2- 1 O'-5"
14 7'- 2"
NOTE: PIER NUMBERS 12 THRU 1 6 NOT USEP
10'-5" 5'-11 1 /2" ,1;-1 P.; 9'-O" J"-1
0
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. 28 •
6"DEEP)-(3 5" DEEP)
P-
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(36"DEEP)
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m
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#3 STIRRUPS 0 16" O . BETWEEN PIER 24 6 PIER 3C
Q St d LAST STIRRUPS 0 8" QRJ2M CENTER OF PIER)
mI
33 �l�
(24=DEEP) (24"DEEP)
IU
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(24" VEEP)
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(30" VEEP) I IQI IQ
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1 V-5 1 /21, 1 2'-b" 5'-b" 1 T-q"
3 3'-5 1/2" 9'-0" 31'-1 "
FOUNPATION PLAN - SUILPING 2 3
!:2 1 /8" . 1'-0
"
1
1 47'-2"
42 �.
q'-O" -1 " 13'-1 1 1 /2"
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(36' DEEP) , , !36' DEEP) I ,
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, 28- . 29.�6"DEEP)
1 . (36" DEEP) (3 "DEEP) ,
;
20"/60"
((36D, -r�� �LI)
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#3 STIRRUPS ® 161, 012.1BET1,NEEN PER 24 8 PIER 10
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( 5t 8 LAST STIRRUPS ® 8" RJ2M CENTER OF PIER)
I
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IIbQILQ
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FOUNPATION PLAN - BUILPINCG 1
1 /8" - 1'-0"
14 7'-2"
42,
^bl� -
5'-6"
9'-O"
1 5'-5 1 /2"
BROADSTOILVIE RANCH
at Wolf Pen Creek
Transition Design Service
201 W. Villa Maria Road * Bryan, Texas 77801 * (979) 822-7777
a
PROJECT BENCHMARK: TOPNUT OF EXISTING FIRE HYDRANT ON y��
NORTH SIDE OF HOLLEMAN DRIVE APPROX. 440' EAST OF LASSIE LN. / �� \ Rose -Arbors LP
•\.. `�
X= 35ii1290.93, Y= 10210844.55, Elev= 294.43 \ A004601 M Rector (ICL), Tract 97, f, ' \..
V I Arbors at Wolf Pen Apts m \
/ b Exist. Fire �- /---Exist. Pull /
0 \ Exist. 8" Vol. 3780, PG. 244 r - Hydrant- _� \� - 1�_
Box _ _
L 0 �� \ - � - Waterline - - / NOT PLATTED - r Fa -
urren oning: WPZ �� Z
L
8-WL m I:Z�� - - / . . - - - - - - - - _
f - - . . 8-WL 8-WL \ -�19 a- - L-_- I. / I I /
II
I \ 1, I I
BENCHMARK: i i �'`
\ 257' Opposite Left 237' 0 osite Ri ht T HYDRAUI i i \ \\�
� (To Lassie Lane) \ \ \ (To Next Drive) ��� 3 I I / ISt.
3bo �9 2.9 29 296 29 <,9 2 292 ; 29 �� � Conduit , �9
9 ' �� S`yLLEMA4��RIVE EAS I I 1 '�>o-------------------------------------- ------ � - 0-- - -_
CAUTION. - -----------------------
:iW *1%
---------------
r % ,----------------------------- - - -- /-----_------ ------ 84 --- v J----------- i i Prop. 2" Gas Line -Cap End Contractor Shall AvoidC, __> __,� \
Dam
/1. £ ' r Repair- Sidewalk / Fiber Optic/Line When,, & `
CONTRACTOR SHALL FIELD VERIFY P �i II for Future Connection to
ATMOS Gas Line
%,% DEPTH OF EXISTING FIBER OPTIC LINE Prop' 2-2' Area / I I Installing/bectrical Conduit
i;
\ / / PVC Conduit
ew Curb & Gutter i ; //170' Adjacent Left i 328' Adjacent Right 111 / / `
`I `I
�r (See Sheet 4) / �/ (To Next Drive) / (To Next Drive) i 'i / 7 �
\ ��� - - - I I __ - I I I �' - _ _ Dn'J_e _a For
:/ �� \ ------------------------------------------- -- Bore--- --------
t' �•. - -7 : 1 ,_.^ :t:,r. v� s-• •r`r,+ �1 rh:.l:t.,•• - •.,.tr, ,5. ,7,•' .L" �..T - 1 .,� ���ii' • !,�- 'J .t. - {p_ - ------------- --� - -- ;tiy �_` ` f rica_I Conduit &;r-!
______ �J J -^- ••,�-" s.. .. . • i J?ri�=.'r-., :: .1? eWLll. o ,_ -.yam - ��_ %1 . Elan to Sewer Line
'�• =�., tt'i.T- - ` 1 u:✓`: AF=: +n,�',_-�, } I:.!'.' ; , �:;:.}t� Exist. 4' Sidewalk rY
,11 ist. Underground Exist. 4 0l 9 - L 9r �fi'` r�.".?l--.^ r;R�tC: :t,;.'1�.`T,p yF_:i� -
z-z-Pvc-EcIt
`\ Exist. Verizon Driveway _ Tele hon -- ¢fi' Handrails -See 2 Q q-P�Cop. Sanitary �\� Z 2-� - z-z"-Fvc- -- -
. . . . ._� Gas Line a Ui -2" -Ec
I 62
-To Be Removed 2 9 9 9 �� !�_ `\ SL_ir ° --�
`_ _ Arch. Plan foe ' , i SeweH� 1 �_ ; ur- -J - v 1
Li i ` Detail i -t _ - ;r'.: ` , e_ss�?� s-ss �"� 6� s-
-7
�_ 8_wi_ : ��W �� I 8-WL�� ' 8-Yfl��� - B-i 2 &:W_ o ) f) - _'�_r---!_1 ti -_
\ 20' P.U.E. \ _ : _ _-
4_ N 41 31 31 E :� -5 � u . tJ ..,_.- - r,- �,_�;,.r. .� i:l: ` :v - 4-� - 4-GAS -
GAS 4-GJS ` _ �� - n - ?'ii'Fi ....,r.vs . ..�.
-� 4-GAS - 4-GAS , � n 1 n n 3-• _� GAS 4- rr_.-,-. -' ' � ,.. , 4i-G65 -.,_ •---,.,:..a. ^. '
`_ -GAS 4-GAS - 4+�$/ - _ �G 4-GAS - 4-GAS 4-GAS � `--'-.0 4- --.Z - 4-GAS GPS 4--,C- - - 4- - 4-GFS 4-GAS 4-G S - - 4-GA.S -.�+'-.�� �''� -� - '-aiw_ ::^;i'`� - �'�-' - :=�: ...-.. , ( ---�
'-`_t_, -T- -� �=' I \-i-i• �-+ \ _ �"•{ I 'Han rat s- ee c ~` I ` `°
_ \ \ \ I _ Prop. Public 6'
\.� ��1- 1 9 31 E 190.4C� Prop 8^ PVC v Prop. re \ Btke�Rack •_ :: Plans fo`r Detail p �.
J•.
3; ;;= - r - \m � � PVC Sanitary
yy /:
4 Jr!•. .: /� -1 G. 5Y1 -:C lit 1'�::J�' '���,5� 1 X
-H Brant _ r r -€; }' r R- s''i.Sewer
e y .�ti `{.:�,, _ ; � •,_ i' :� r., S. I'>'r .�. _t �' `� r . �^��i-•'�� 'T� 1'�,w �r.' . `L�� >. is �;_ .i'- �-•� m
30 Waterline 2i' -' ;� _ 4 :ice t-� ir.�'K.ti ti - r'...Tr1 _r: , ' ,f ,r ( O
Raised Curb :�':", _ �. u . _ < ; _ .-� > x . _ _,• ..r.. �, ;L. t t r.�
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C rb Break - Tr sf" `�:. <-. - .;��<
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2 2 _ ;:r::;.:
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ST1 0 � See Detail Below :t• _,:s �,,_, �.-,i °' �E.-:• J L ��� -- !f- *�
D) ( ) '\ I1 ?:1 .. F{+ y7:.Y;� <t tc 1`:� r-S f tYJ 4 [>r {. .r - S:r 4 :r:'.- _i; ,• . '�Al;r'7 ' l•ST� I I/
m / \ .I I I :•� • '^-" �•-'t_A s.�,+ - `', _ .J.�C- ,•ti :.,1 ..:5.' •f -:J• _ C
' R2.5- R25.5' 1 I I _, 1 1 , ,I `\ Prop. ' PVC
I I I g` 8` 9 _ rI t 5' Private Utility Easemeni`•..
l Private Sanita I o I
/ / J I \Exist. 25' Joint R20. ' 1Q I m i (Vol. 9513, PG. 265)
�Laydown Curb 0 6 1 I c H� TYP Sewer I I _ I \
i � _ Access Easement Cr1 s-ss a- (This easement is privately owned, by
(See Detail ST1-00) - ` CsI
Exist.- Parking Lot Vol. 8808, PG. 25 (� i C Q 1 I Bo Miles and will be maintained by \
Exist. Verizon Parking Lot ' -To Be Regraded/Reconstructed C� rr II I 'Re 1 a R2.5' the same.)
-To Remain - I O � I - W I _ if �(FI E !jA I E LA ®�' . c - ^ I@ - R 9 - }�RFcIAPI
\ E�At+��� 9 AE _ _ FA{ &gr -F �-� i Pro 12" HOPE
i - 11 R25.5' _ , I c --- - 48-HLRE- - - 48-HDPE �'c p•
) t R 2.5 ' - h i I I I I .5'� ® � - - - -4 =HDPE - - 4 8=HDPE _ _ _ _ _ _ \ = _ _ _ _ _ _ _ _ _ t �.
� 1F'Re NI >I=_______Exist. Retaining Wall
Brick Paver ' `\ a I �� ` ` - 48-HOPE- - - 48-HOPE - - -
/ j , - 4 -HDPE- �-1B-HDPE - - - - - - - � f - -�_
Fire lane - Pro Sidewalk -t \ I 9 �_ _ _ _ _ _ _ - _ _ _ _ -�
/£ Fire Lane -See Detail & Steps I vF B m - - - - - - _ - -
I r �' Sheet 04 Existing L 4 \\ 51ee e - _1 - - - -_- _ _ _ _ _- - _ _ - t
g ` r t I \ - 4 -HOPE- - 48-HDPE- - 48-HDPE- 48-HOPE \ ,o
Only -D 1 ro \ \-------------- --_--- - -- g
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o / Not Curb R3.5' I
Enter ' 1 I `3�:c== _ F� �I 1 �\�� ________________________________
/ R 5 5 \ -� -HDPE- -- 48-HDPE- 48-HDPE- - 48-HOPE
Sign / 4;;&a - I m \ - �_ >�� I Fxisting Terra Title
;- `� � I \\I ,, I - - R2.5' 1 Company Building
14
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TX. FIRM #
511 UNIVERSITY DRIVE -
SUITE 204
COLLEGE STATION, TX 7784(
PLAN & DESIGN SP.ECIALISTS IN
CML ENGINEERING HY,DRAULIGE
HYDROLOGY - UTILMES STREET:
SITE PLANS * SUBDMSIONS
www.mitchellandmor an.com
Firm F-1442
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VERONICA J.B. MORGAN
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- �'' / / -`� i::•; Prop. 8- �, �\ \ 1 4 Prop. 18 GENERAL CONSTRUCTION NOTES: tvIJ
-1 it.:YJ; PVC I _ ; R25.5' -o 5, Pr. p_ 4. ` \\ 9, HOPE 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing
/ \ ' \ \ -:?�° Waterline - rI a`' HD E \ in n
� 1 \ underground utilities. Furthermore, the Contractor shall contact all utility company representatives a
r- - - ) 1- ' �I \ TYP minimum of 48 hours in advance of an excavation.
- \ \ \ ` ` �I N 9 /� � 1 _ ' Irrigation I - y
1 �/� \I z R2 5'r- Sleeve �� \ z a. Contact Dig Tess ® 1-800-344-8377
:5i?;i ' , b. Contact Kimberly Winn ® ATMOS 774-2506
I11 _ on ac ike vender ® enlin 8 6- 29
- --------- I 0 ) ( Rs I' .- r;,!` ' = _.: '� d. Contact GilbertMartinez®SCollege Station Electrical 764-3660
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■� :•Ik (� ' is \ ::.,.::., •,:.:;�:::..:..:.: :.::.:.':_:.:::_r.:•..:... _ Gas 779 44 0 .., : chell I - Conta I I I �,..
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- - a d Walla n 82 752 •:� = - R-ch r I 1 .;< '',=;:•;:' :==,- Co tact I
I = an Place Lot 1 R Block 2
n
Hollem
,....e S �3: Willis'I is ®Cagle Station Water Sewer 6 3660 =�:a�' - c Butc
h Wtl al n W t r& S w r 7 4
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- Vol. 5852 PG. 23 0
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(:.r ...: - - accordance with the c Station C.S S _ Curvet Zoning:. C 1 be in ac ordanc w current City of College t tion Standard
D ' : _ ......:.::-. ,- .. :•„ ..:_ •=::'-•.;�� ..,:e:.:,. -::. - n Z 1 2. All construction shall >
...... . .. .
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- _�-•--+;:-:.:,.•.:._::•::�:: •• .•�,•:<„_.;,•:-.'•^ i� Specifications for Street Construction B CS Unified Technical Specifications, Water and Sewer and O
\I ..-.r_.,.-,_...ry
.• r._. ..r,l,r::. ,r.. FF 302:�• l
r .....,. .-. ••.. •.:.;:.:..,. ,-.:.. , *': t ,,,•..,., .-, •.. _; li.:, -,• - ..•• • --:r ..... �•�I::.,._ - _;= - Unified Desi n Details. All ins ection shall be erformed b the staff of the
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Generals, 2007, and BC5 t g p p y
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II be c d' �tion sha oar i ated t e i of C.S. C' Engineer.
I - ..;�:;•�:s'.1..constru n wi h th C I E I - �:'`- e f C.S..S. AI
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�' - materials i 1� construction ion m via indicated these plans, the Contractor tin
-.. - con tr t in h I e Contra to shall obtain Imo- - - - - 3. lieu of using the
i:i •EIS:!?'"''�' P
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9
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0 - or an subs s - - Engineer f substitution 'or to Construction. Requests for
:.,• - oval Torn the
City En u n n R , •`%�j'ti��=� � - written approval f �.
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- o a d a of rmati n n n en se e a I'c b e contractor
`��' oduct i o ineers al whet i a l The contr c d elude r , chan es shoal in - - 5' I 'st. 1 P.U.E. _- Z Exi J• 9 PP
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_ .... = :.: t:::-:., ;'`= s' r the cn ineer's time spent reviewing changes and redesigning based
1" I __ _ _� _ I �1_1)
Vol. 314, PG. 618 shall be financial) responsible able for h t e h n re i n
r Venzon Communtcatlons Inc. r FD.C'= _ - = - -r ��- - -_- :r �, -
l r s: �� --h -t r • �i�_= - -o contractors requests.
i O I N I - - - _:.:. �_ .; •..�;_ _ n ant actors qr z -` )_.n . Y �c i�•.: �.•i•-' :K• ' J� fit: -J-1-r :NYC='tia• :r.:'_ �?Pooh s Park Lot 1 R Block 2 - -
I I _ =z ;s. _cat. _.,., ;r. _. .'•;,::' - ,:: ::a• shall be in accordance with O.S.HA. Standard 29 CFR Part 1926
_- _ •;r:°°.= ,:)�: --s2iii::; a�';1�,•.. , .,!; ,:� ;::; 20 0-32 Stati 4_ Trench Safety Requirements
;�� - Vol. 8808 PG. 25 :.. .. �.; _ _ Y .._ _ �I"� - - - - _=t I WAVft
-
I / / `_���-_-. �' , ._ I�', \ I I\, r ° W .:,•U\L_lei i'-1 ' 7 `�' T I :.� w•1 i :. -: "S<,._...^.i•:,C`:_ . - , Ir•e.••• - i•: !,-e \ _ '
Li Current Zonin r C 1 f�'S/J� Subpart P. For general requirements, see Sheet S3 for details.
/ g' 1 i '� Fut re 3/ " 9' 8' \8 8' \ -I �'UMSCAM 5. TRENCHING AND BACKFIWNG: All trenching and backfilling shall conform to the specifications set
�Q� I N I : C-4 �; m � Wa r Met r TYP TYP I I CD out herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verify
� \ / L \\\\ HC HC \ °O \ . \ �l these standards. Any retesting due to substandard work shall be at the expense of the Contractor.
I I - v 1 17 m "�� i IF � O REQUIRED Structural areas shall include all sidewalks and shall extend 5 beyond the curb lines of all streets,
I / � R25 5 �
1. alleys and parking areas.
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LEGEND
o
FIRE DEPARTMENT CONNECTION
®
WATER METER
a
WATER VALVE
Q-
FIRE HYDRANT
--•-
SANITARY SEWER CLEANOUT
Q)
SANITARY SEWER MANHOLE
STORM DRAIN CURB INLET
9
RAMP WITH ADA PAVERS A S
All curbs and curb ends designated as Orop. Concrete ( I N I 19 1 N� 6. It is the responsibility of the contractor to comply with all State and Federal Regulations
firelanes on plans shall be painted red Retaining Wall + N � -- - E LA -- FIRE LANs - FIF FIRE LA E - - FI E LANE � FIRE , FIRE LANE - FIR LANt� :-� 1 0 + regarding construction activities near energized overhead power lines. Additionally, the contractor shall
-F{eight Varies I I t` m � �� R2.5' ` i m e coordinate all proposed work and procedures with the City of C.S. Electrical Division.
With 4' (four inch) white lettering stating 0^112^ ii --z \ \P�P Fro Fire \ V \ R2.5' I m , C] 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the
"FIRE LANE -NO PARKING -TOW .AWAY ZONE" m 20 P:U.E. P \ James P. Miles \ item in which it is used. All materials and equipment shall be both famished and installed unless
C� I �� �� �� Hydrant `
I �.1 `Pooh's Park, Lot 2R, Block 2 V, ri\ �, I.t�Ft otherwise noted. ctio s
Wording may not be spaced for than 0 - II\, "Irrigation N \ Vol. 8808, RG. 25 0 I I N�� �[' �:,• . � 8. The Contractor must provide construction taking from the Information provide on these plans.
Pro 4' \ ` 0 X --, '•ya- - --'=- 9. All soil exposed by construction shall receive cellulose fibermulch seeding.
fifteen (15) feet apart. In addition to the I\ m P (Sleeve \ Current Zoning: PDD I m \ �= I 10. Trenches may be left open overnight if properly barricaded.
curbs beingstriped, a fire large sin 12" wide PVC Private
P g I I � Sanitary 11 \ �� R2.5' m� • , \ / 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private
and 18" in height (as seen hereon) shall be .Sewer R1.5' 3 \ \ � I Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the
3 -� 3 Yl 3813 ' .4 Yl a13 3NY1 3a13 3NYI 3a13: -
mounted at each entrance.* Pro - I 11 II 3 3813 - 3Ntl'1 U - 3N �3a13 - 3Nvl 3a �` O . , construction of Sewer Line, Force Main, etc.
`� � _ o \� � 12. The contractor shall coordinate with Suddenlink Communications, Atmos Energy, and Verizon to
20' P.U.E. I ii �� R25.5' d���\� \ \ M3. _L I I _-- adjust the location of existing facilities.
N r o \ 9' 1 13. The contractor is responsible for traffic control. This is not a separate pay item_ ;_�
Iz \ / TYP I ;5:1 \ Prop. 15" r s�Ix i 14. No spoil areas are available on this site.
* 8' (eight inch) high red stripe and 4" �` '� m \ , . , HDPE r 1 irtt o Y0 Teat T 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so
(four inch) white lettering may be _ I I ,� � I 11 fa , as not to be visible from any public right-of-way or residential district within 150' of the subject r�
striped on the surface of the pavement _ a B . .s \ - �' _ _ _ _ _ . _ - lot, measured from a point five feet above grade. Such screening shall be coordinated with the J
9 2 _ _1+', •�1•., _zQ=�. ,:., ti,_.:;� %r:,^':>,`v:'r� `,_r �•e=>:_ rS;3_c:-?'%.'`1:a_'ti�• �-
in lieu of si no e. m i \ ,;::;r_•�.-?�r Y� ^orr= T"t:'dr;���• :.; �_-, - ,4 ,�,__ .:-_ ; �,�- ,_„ ,ram- _,�,�„ r, •:� -•• :�Y �x �,_ - building architecture, materials, colors, and scale to maintain a unified appearance.
behind parking stallsg g I ::J.F-_; S :r; � , � r ?< f q + .,��>+t' it jlt� � ' `a ;i::�-,-. _ :: is. ,�_� : _ GsL;;:.: ;� = ' /JQ n 9 PP W
+ .{: C.F. ; :.i;•; - _�`+�. .K.-:i� _ 'S� '-4'`,�t , c+:?- r .r>.c t i {^:,% _ . RE V� n � E E3 F � 11 V,
\ !:;,= �;;:'�;, �''l;'�.�,Y;. M:_-,1'z :fir• ,•; s t:l••: ".;:,f r'.' �_, v �i =.;.:�•:.'�4ter: ply �° 16. Certificate of Occupancies may be requested for each building separately. Building numbers are
lIi m Y; 1-r f`, �� `�_�,`�, - y �4�:;: \ i k �'� P�° l shown hereon in circles within each building footprint.
®FIRE LANE ®NO PARKING ®TOW AWAY ZONE ® - ' `'y' �Jj •, y 3� <n. , \ _
_:-�:............... . ., -..:. ..�-.,....:...:-...'......•':•:•.::.•:.:,_.:,:••.,:r.:•--a:•e:�•:•r-•:••:;.�::�;•::.� •r... Lot 1R & 2R Block 2 are considered one buildinglot in terms of NRA standards and si na e.
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below war ra with the P 0 c : - - 18. All va ces listed DD rdinan a nu ber 3 _;"• •r. _ Tian m 223 ranted -
*FIRE 1
* - - 9 * FU RE t TU - r-� # 9
1 N
G :r .2s� STRIPING =P'• E N (PIN FIR L •.�:=
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TRANS z I...,. .,,... - O FORMER AD FD - - - -
A - ..Y-. 'fit Pro \I _ -
18 x 1 2010
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r- *Parking bedroom -residential us a e u' ed per ber m i t al es and a 50 P rkin R it 1 1 r 2 SF nonresiden is uses - - t I
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See Ordinan a for
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2-2" VC - Se
c P `i` k h
P -
s ELECTRICAL - - -
TRICAL PUL
L Box
e d in side or Tea I Ii�; :"• - are t required r parking areas.
t. I -(Interior Islands r no ar
24-p�� q P 9
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additional Information ® /.:. @-
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Con i
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N ._. ... _ -� re aired ad'acent to existin sin le familscELEC
TRICAL
SWTTC G - -.t._ �No buffer
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No on setback
\ -- front tbo
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per, y�
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N ��
I I, 15' rear setback PHASE '� %i <
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N _ FIRE T(! ofneighborhoodprotection
L �1V o ct'ons or her s
N hei ht restn itandards
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t m BUlldln I •- t re�� Fu u ^^
::I:: t. g: ,
Pro4 ._ . .... ...., �:-:..,_ ...•....... ::�:':;
P o ,_.. I,.,;:. :.,. :....:..: :::..:. , :.,.. •.• i 9 Buildings to be all 3 story, 40' 0 to peak.
:.:......:.:;.'i" ������
A rowmate New ��•- ^-� - -
PP C WL . ... .... .:.-:.:....:_':...._ S u' ed- 32d.u. x -
PV ............._ ..:. _ ..., ...._ ....-. ... ... .. ....... ..... 20 anitation: Dum stet Re it 2 Dum stets
m '�i`� - I P q T6� P O
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R2 .. _. . be set CS .. .. - -
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.
- ------ 5 Sid -------- -- ----
- - - - - - - - - - -
Exist. 15' P.U.E. : 7. i e _
L I
Vol. 314, PG. 618 1 Setback I o '';� i !.i `:' -�`�'';R' ! -
I__ _ l _-___.._ Future 3 4" 15' Rear Prop. 2 Gas 'Line -Cap
,` 2-2"-WC-EC I - 2-2"-PVC-Er - - 2-2"-PVC--EC - -- --- 2-2"-PVC-EC - -- - - 2_2 -PV0-M -..\ - - z-2"-PX Ec I ,/ Exist. 15' P.U.E. Setback End for Future`\Connection
I _'.-- Prop. Water Meter Vol. 314, PG. 618 '',\ to an Adjacent Bldg.
_ - - _. „ Transformer Pad' -I- � TYP I �\
„ -/i i� :r .. /r /: ___ Z � �:
Dum ster Enclosure --- _N A A° - i `.,�
6' \ - 11 -6' WoodenI --r-1-v Zz E 2 0 , Q Fifty Three Properties LTD
Fence
The dumpster is located within a public utility \ Richards PH 1
p 3' � I\�-12'x12' (Clear Insid 11 easement. It is the property owner's responsibility � • Lot 18-B, Block 1
24" 6" F:5 Fifty Three Properties LTD Dimension) Dumpster Pad I to replace the dumpster screening if it becomes � Vol. 6331, PG. 125
(min) Richards PH 1 \ necessary to remove for utility construction and/or Current Zoning: R 1
g Lot 16-B, Block 1 � maintenance. V I
+1-90 Gallon Container for Retail (Okay per email
i
with Wally Urrutia 3/9/10.
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V
21. Phases): Total Trips =52
Trip Generation (All Pha ) p
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26-2 Bedroom Units -0.62 Trips/Unit =33 Trips
6-1 Bedroom Units -0.62 Trips Unit =4 Trips
4,000 SF Commercial -3.75 Trips/KSF =15 Trips
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22. Exterior building and site lighting will meet the standards
of Section 7.10 of the Unified
Development Ordinance. The light source shall not project
below an opaque housing and no fixture
O
shall directly project light horizontally. Fixtures will be mounted
in such a manner that the projected
cone of light does not cross any property line.
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23. All domestic water meters shall be 3/4 inches in size-•-,---••-•
24. knPx box security key system shall be placed o '
all
_• - ....... •...----_--.-_..--_.--.
mil n sgtrlgd� ir'
"e0r 1,( nne
N
locking caps.
9
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SITE PLAN NOTES:
1. Name of Project: Wolf Point Center, 300A Holleman
_
r. Eas J..JP,,.�` A!0f ° " a
l I � �"
2. Legal Description: Pooh's Park, Block 2, Lot 2R
3. Owner. James P. Miles
2917 Camille Drive
" .. f ' �I.., f�
C E ? n
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f ( Vol. 6331, PG. 125 ' I Q I
�� Current Zoning: R-1 Fifty Three Pr\rtiL LTD Fifty Three Properties LTD Fifty�Three Properties LTD �O� (979)e777 Station,Texasexas 77845 P 2
rn " \ Richards PH 1 �r i
#4 Bars ® 15 O.C.E.W. Richards PH 1 11 Richards PH 1 1 4. Engineer_ Mitchell & Morgan, LLP. G1U,-•s:,;_.L,d:_. _ ,: :;,)I
12' Lot 17-A, \ Lot 17-B, Block 1 Lot 1.8-A, Block 1
I I Block 1 ( I 511 University Drive East, Suite 204 y:.: r't Ili T:',"' , S I
Vol. 6 '.. PG. 125 - Texas 77840 i �r rr'_: ! �. �, I:: '� [ r::. � �, r_
4000 ' PSI Concrete. _ Vol. 6331, PG. 125 Vol. 6331, PG. 125 331 College Station, Te
Current Zoning: R-1 � Current Zoning: R-1 Current -7 A; R-1
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�j �j �j // /, Lime Stabilized Subgrade, /� /� /� . I}4 Bars ®15' 0 C i�: .3 k '�� l
I 0 I
TYPE 3 CURB
FOR USE WITH CONCRETE PAVEMENT OR APRON
NOT A SEPARATE PAY ITEM
NTS
(979) 260-6963 I , LC_ IJ.
5. Zoning: POD - Ordinance Number #3223 ___.'_-" ..- -`-""-"`•"_
6. Existing Use: Undeveioped-Vacant
Proposed Use: Commercial & Multi Family on7. Setbacks: Per City of College Station Ordinances #3223
8. Site Area: 1.317 acres Density =15.2 du/acre
I/ I I ! I I \ I I I I I 9. Water. Demands. Min.=O gpm, Avg.-4.0 gpm, Peak=14.86 gpm
Lot 2R is outside the 100 years flood plain, as identified by the federal emergency 10. Sanitary Demands: 5800 GPD
management agency on community panel no. 48041CO144 C. Dated July 2, 1992. 11. Fire Flow Required = 1500 gpm based upon Type V-B construction and 50% fire sprinkler system
reduction. 2 Fire Hydrants Required.
PROJECT BENCHMARK: TOPNUT OF EXISTING FIRE HYDRANT ON
NORTH SIDE OF HOLLEMAN DRIVE APPROX. 440' EAST OF LASSIE LN.
X= 3561290.93, Y= 10210844.55, Elev= 294.43 -
m
FIGURE:
oM
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n
>
3B
D
0
m
Z
m
SWPP1
*~-
1
r
SHEET 1 OF 1
6" MIN. DEPTH STONE
(ASTM D448, 3" TO
5" DIAMETER) OVER
GEOTEXTILE FABRIC
WITH SAME SQUARE
FOOTAGE.
— I C ITYOF B RYAN CITY OFC OLLE& TA
The Good Uk6 T-11)1.
*MINIMUM 12' SHALL BE FULL
WIDTH OF SITE ENTRANCE
EXISTING STREET —
STONE IS TO BE MAINTAINED
NOTE:
6" MIN. DRESS WITH ADDITIONAL
STONE AS NEEDED.
SO AS TO PREVENT
j CONSTRUCTION TRAFFIC
GEOTEXTILE FROM TRACKING MUD ONTO
FABRIC ADJACENT PUBLIC STREETS.
SECTION A—A� SUBGRADE
CONSTRUCTION EXIT SILT CONTROL
SWPP1-0
CINDER BLOCK
BRYAN COLL[G[ STATION
STANDARD STORM WATIR
POLLUTION PRIV[NTION DITAILS
2"X4" WIRE MESH
FASTENED TO T=POST
6P6P6P_EN=N9
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T-POST & WIRE MESH
METAL T-POST
8` OF FILTER FABRIC TO EXTEN
AS REQ'D. TO MAINTAI
INTO A TRENCH AND BE ANCHOR
D
SPACED 6' APART
WITH COMPACTED BACK FILL
ALLOW 2.5' TO 5' AT TOE OF
SILT FENCE AND/O
SLOPE FOR SEDIMENT TO
HAY BALES TO BE
ACCUMULATE. ALIGN FENCE
USED IN AREAS 0W
ALONG SLOPE CONTOURS.
DRAINAGE FLOW.
OF SOW
NATURAL GROUND
pIREC-5ON
4"X4" MIN. TRENC E
z
SILT FENCE ASSEMBLY \
SW_PP 1 ___ 0
FILTER FABRIC
NOT TO COVER
I.
DRAIN
PRO'.
s INLET "
P P•
P -
1
A AND BAG
SAND BAG
FILTER
�r
s_J -
r'
Fj ABRIC - HAY BALES
zz
ROCK SIZE
3/4" TO 1-1/2"
NOTE: METAL T-POST N/,
AS REQ'D. TO MAINTAIN.
TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS
SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN.
SAND BAGS SHALL BE UV RESISTANT SAND BAGS SHALL BE REPLACEDDUPONNFIRSTSSIGN OOFD DERADE DUE O ATMOSPHERIC CONDITIONS -
SAND Q Tn Q A A n Q A I NI I NI I FT Q Q n TP_r TI n NI
N
SWPP1-0
GENERAL NOTES. -
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER
HAVE BEEN BAR
ED ED BY CONSTRUCTION SHALL BE ADEQUATELY
BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL
GROWTH IS ESTABLISHED.
L SHED. IN DEVELOPED AREAS
E S WHERE GRASS
IS PRESENT BLOCK
L CK SOD WILL BE REQUIRED. BARED AREAS
SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF
LAST DISTURBANCE.
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED
DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY
CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE
VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS
COMPLETE AND THEN REMOVED BY CONTRACTOR.
ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF
SILT AFTER EVERY RAIN.
GRADING PLAN
scnLE s'=zo
SILT
FENCE
ASSEMBLY
SWPP 1-103
END SIDEWALK
WITH TOE DOWN
(SEE DETAIL ON
THIS SHEET)
PROVIDE SIDEWALK
WITH TOE DOWN
(SEE DETAIL ON
THIS SHEET)
WITH TOE DOWN
(SEE DETAIL ON
TH,S SHEET)
NOTES!
1. CONTRACTOR SHALL NOT DEMOLISH
EXISTING VERIZON DRIVEWA
Y UNTIL
IL NEW
SHARED DRIVE BETWEEN LOTS 1 R & 2R IS
CONSTRUCTED.
— —
Property Line
High Point
— 000.00
Existing Grade
000.00
Proposed Grade
ss
Proposed Sanitary Sewer Lines
WL
Proposed Water Lines
qua
Proposed Gas Lines
EEC
Proposed Electrical Lines
X—X—X—X—X—X
Silt Fence
000.00+ Proposed T/P
xx.xxx Proposed T/C
Elevation
Elevation
T/P = Top of Pavement
T/C = Top of Curb
STORM WATER
POLLUTION PREVENTION PLAN
GENERAL NOTES
FIUME: Gea=Nahm -Gen Const-PPP-BMd.g
GENERAL PLOTTED 03 Sep 2007 - 137 pm
1. All contractor vehicles, including employee's vehicles, shall park within the
project site to minimize traffic on the public streets adjacent to the work site
entrance. Contractor will provide sufficient parking areas to accommodate his
vehicles. Any areas disturbed or destroyed by vehicular parking will be repaired
to original condition prior to completion of project.
2. Contractors shall ensure that no dirt from the project accumulates in the existing
streets. If dirt or debris from the project site accumulates on adjacent streets, the
contractor shall immediately clean those areas.
3. Contractor shall place erosion control protection at appropriate downstream
locations to minimize silt and debris from leaving the construction site and
entering the drainage system.
4. If required on the plans, the contractor shall maintain a vehicle wash down area of
sufficient size and in a location to facilitate cleaning his vehicles prior to leaving the
work site.
5. Once vegetation is well established contractor is responsible for removing all
temporary erosion control measures (i.e. silt fences, rock check dams, etc.)
6. Structural controls shall be installed as soon after clearing as practical and
maintained in good working order until the site is stabilized.
7. Altemate structural controls may be utilized if approved by Engineer.
8. The contractor shall comply with the TCEQ STORM WATER DISCHARGE PROGRAM and
is responsible for completing and filing the appropriate forms.
#3 Rebar @12" Centers
Centered Within 4" Concrete
Wood Float Finish-
Backfill 2.0 % (MAX)
��/i��i�. • •:4" Thick Concrete •
CEMENT STABILIZED SAND
'PREPARED SUBGRADE-
CONCRETE SIDE. OI LK DETAIL
WITH WE DOWN
NTS
* 5" CONCRETE ON PREPARED SUBGRADE IS ACCEPTABLE.
Ex Grade
Ah
6- 6"
�•I 6"I-E- -�•i
3' WIDE FL UME
WITH 6" CURB
NTS
Ex Grade
� F_Z VREWE0 FuR
SEP 0 2 2010
ENGIfi EERONG
NOTE:
TYPE "G' EXPANSION JOINTS IN CURB & GUTTER
SHALL BE SPACED AT A MAXIMUM DISTANCE OF
40' APART AND AT ALL RADIUS POINTS, P.T.'S AND
P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB &
GUTTER SHALL BE SPACED AT A MAXIMUM
DISTANCE OF 10' APART.
24"
�R 12" 12"
A 7-- �R , �R
a
I
I
Q
� 61"
AND 3" CLEAR TYP. 1"
24" LAY DOWN
GUTTER SECTION
T1-00
IT�..979.260.6963
6979.260.354
F#F-1R
M
443
511 UNIVERSITY DRIVE
EAST
SUITE 204
COI I EGE STATION, TX 77840
PLAN & DESIGN SP.ECIAUSTS
IN
CIVIL ENGINEERING H)WRAUUCS
HYDROLOGY * UTILITIES
STREETS
SITE
PLANS • SUBDIVISIONS
www.mitchellandmorgan.com
r—m
- 44
/13/10
OF
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VERONICA J.B. MORGAN
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