HomeMy WebLinkAboutDrawingsNOTES:
1. ALL ELEVATIONS ARE TOP -OF -CURB OR TOP -OF -WALK, UNLESS OTHERWISE NOTED. TP =
TOP -OF -PAVEMENT, FL .= FLOW LINE, TG = TOP OF GRATE.
2. THE CONTRACTOR SHALL COMPLETE ALL EXCAVATION ACTIVITIES TO THE LINES AND GRADES
SHOWN BY THIS PLAN. UNIFORM SMOOTH GRADING OF ALL AREA SHALL BE ACCOMPLISHED.
THE FINISHED SURFACE.. SHALL BE REASONABLY SMOOTH AND FREE FROM IRREGULAR SURFACE
CHANGES.
3. THE TOTAL AREA OF THE SITE SHALL HAVE EXISTING VEGETATION AND TOPSOIL REMOVED AND
STORED ON-SITE FOR LATER USE IN PROVIDING FINAL COVER.
4. UPON COMPLETION OF FINAL GRADE, THE CONTRACTOR SHALL PROVIDE SEEDING AND
FERTILIZER FOR ALL DISTURBED AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
EROSION . AND REPLANTING UNTIL A COVERED STAND IS OBTAINED.
5. ALL HANDICAP PARKING AREAS SHALL HAVE A 2% (1:50) MAX SLOPE IN ALL DIRECTIONS.
ACCESSIBLE ROUTES SHALL HAVE A 5% (1:20) MAXIMUM RUNNING SLOPE AND A 2% (1:50)
MAXIMUM CROSS SLOPE. CURB RAMPS SHALL HAVE 8.3% (1:12) MAXIMUM RUNNING SLOPE
AND A 2% (1:50) MAXIMUM CROSS SLOPE AND BE SCORED AND DYED.
6. THE CONTRACTOR SHALL COMPLY WITH THE EPA STORM WATER DISCHARGE PROGRAM AND IS
RESPONSIBLE FOR PREPARATION AND FILING OF ANY REQUIRED FORMS.
7. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A STABILIZED EXIT FOR ALL CONSTRUCTION
TRAFFIC.
8. ALL WORK SHALL COMPLY WITH CITY OF COLLEGE STATION STANDARDS.
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2cj8 - HANDICAP RAMP PER CiTY OF
COLLEGE STATION STANDARDS. HANDICAP RAMP PER Ci1Y OF j
3' MIN. CLEAR - j COLLEGE STATION STANDARDS. 1
3 MIN. CLEAR l {
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5ueTHE SEAL APPEARING
ON THIS DOCUMENT Pledger e 7Inc
WAS AUTHORIZED BY Colle a Station, Texas
_�l..*: .......STEE E. DUNCANConsulting Engineers
rS
P.E. 83252 ..... Brentwood Access Drive
X252ON ,l
Ju�
I �'• : •� 7020 Coyote Run •Bryan, Texas 77808
0 _ nl Redesign from 2/17/1115 FEBRUARY 24, 2005 fj�o•,•l�� •.•�,�� )
to tie into Nope Pregnancy
fit t N '' 979-731-8000 979-731-1� 00 Fax
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www.pkengineering.cm Job No.cnD. No:
of R sen555 41504 1Center parking lot: Brenham B an ber
ALI2
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Benchmarks o
BM Elevation
Description
RM 501.34
City of College Station Horizontal Control Vmwient
Intersection of Langford 5t. E Hayes Dr.
TEN 5002
Top Fire Hydrant at Langford 5t. and Boswell
BM -1 2-18A4
Top Fire Hydrant at Potomac and Saathwest Parkway
TBM 284b5
Light Pole at Texas and Southwest Parkway
BM -2 299.51
Top Fire Hydrant between Epicures and Discount Tire
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PREGNANCY
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?j { ADJUST WATER
(� j �.Q_Jt,\. ,5a� .�� VALVE TO GRADE
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• —
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2cj8 - HANDICAP RAMP PER CiTY OF
COLLEGE STATION STANDARDS. HANDICAP RAMP PER Ci1Y OF j
3' MIN. CLEAR - j COLLEGE STATION STANDARDS. 1
3 MIN. CLEAR l {
i , : : .. 1 i y, . .•. f
- �0' CONCRETE DRIVE
i
t N 0CERTIFICATE
ELEVATION
f
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8 0 �,p` I ❑ REQUIPED 7 '
1
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_ ,O ADD D N1
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1
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P - +COM LIANCEI
__ I.r 1 >� �. i�� a� •rtb 2 8 2005tx
1 i
• �;1 -`�{!' ( -, ,->;.� I .2C115= D; �,_r ; �__� ����- ��o�, ill
24' ��.
1111 � I .D• i {
PROVIDE PEA GRAVEL BAGS
Irl;; 11 I. j AT EXIST NG INLET
vI D FOR
EROSION CONTROL
Ivr,L.I Aid E '
MAR 1 6 2005
,
�
��•,
rrm
COLLEGE STAT
10
11(0
DEVELOP
VENT SE
V /,
a r�v
nqi
00
i
l � ✓
0 �
+
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A.
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7.
0 3 r• _
1 _ _1<9r , 7
aiWaoti
Q •
•.
:
F
ttog
5ueTHE SEAL APPEARING
ON THIS DOCUMENT Pledger e 7Inc
WAS AUTHORIZED BY Colle a Station, Texas
_�l..*: .......STEE E. DUNCANConsulting Engineers
rS
P.E. 83252 ..... Brentwood Access Drive
X252ON ,l
Ju�
I �'• : •� 7020 Coyote Run •Bryan, Texas 77808
0 _ nl Redesign from 2/17/1115 FEBRUARY 24, 2005 fj�o•,•l�� •.•�,�� )
to tie into Nope Pregnancy
fit t N '' 979-731-8000 979-731-1� 00 Fax
i;, I IIII a l
www.pkengineering.cm Job No.cnD. No:
of R sen555 41504 1Center parking lot: Brenham B an ber
ALI2
g
4'- S
i
X
4 GRATE INLET, ,� — PROVIDE PEA GRAVEL BAGS
f`
np, 24 RCP STORM AT PROPOSED INLETS FOR
r- DRAIN, lYP. EROSION CONTROL, TYP.
1 --1'— 1111 NOR 1 111111111111111111
/( 2aa �,v
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0 20' 40'
( Drain Detoil
�pp vp I Scale: M5
13
+o NOTES:
+� 4 �! � 3 X40 OVERFLOW
1. ALL ELEVATIONS ARE TOP -OF -CURB 0 TOP -OF -WALK, UNLESS OTHERWISE NOTED. TP =
E 3 WEIR 0 29.7.75 MTOP-OF-PAVEMENT, FL =FLOW LINE, TG =TOP OF GRATE.
` z a ,app bpd° �� i ,�a`p a = , 2. THE CONTRACTOR SHALL COMPLETE AL EXCAVATION ACTIVITIES TO THE LINES AND GRADES
- ; -i- °`�
_ _- __ _ . _ _— S►•IOWiV _ BY --THIS PLAN. _ UNIFORM -_.SMO TH_ GRADING OF ALL AREA SHALL BE ACCOMPLISHED.
I — i �, s THE FINISHED SURFACE SHALL BER ONABLY SMOOTH AND FREE FROM IRREGULAR SURFACE
�° �, I, '�'; ; CHANGES.
v
t i f I 3. THE TOTAL AREA OF THE SITE SHALL AVE -EXISTING VEGETATION AND TOPSOIL REMOVED AND
,, �° ? ! ,� .'• �,� STORED ON-SITE FOR LATER USE IN ROVIDING FINAL COVER.
I 1+ Hl..D6. _ 4. UPON COMPLETION OF FINAL GRADE, TIE CONTRACTOR SHALL PROVIDE SEEDING AND
z f P�• '� ;r FERTILIZER FOR ALL DISTURBED AREAS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
' i •�' ! EROSION AND REPLANTING UNTIL A CG ERED STAND IS OBTAINED.
Eta N}
0 QL w
a + ° e( '' # 5. ALL HANDICAP PARKING AREAS SHALL AVE A 2% (1:50) MAX SLOPE IN ALL DIRECTIONS.
ACCESSIBLE ROUTES SHALL HAVE A 5% (1:20) MAXIMUM RUNNING SLOPE AND A 2% (1:50)
g j� MAXIMUM CROSS SLOPE. CURB RAMPS SHALL HAVE 8.3% (1:12) MAXIMUM RUNNING SLOPE
�p ► ' ' '� AND A 2% 1:50 MAXIMUM CROSS SLOPE AND BE SCORED AND DYED.
00
All( )
99a�° ' �`� '� '' �° 6. THE CONTRACTOR SHALL COMPLY WITH THE EPA STORM WATER DISCHARGE PROGRAM AND IS
+ ��,. +�� RESPONSIBLE FOR PREPARATION AND ILING OF ANY REQUIRED FORMS.
too
` `� 7. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A STABILIZED EXIT FOR ALL CONSTRUCTION
i'
3 TRAFFIC.
r���,. f! a rya° �rJ' `�" 8. ALL WORK SHALL COMPLY WITH CITY F COLLEGE STATION STANDARDS.
� � � 24 RCP STORM f,.� � 99 ,���" �� f`, . �� 1 I
1
DRAIN, TYP. ,, ►, i nsvaz cc
11 -1 Drainage Esmt.
PROPOSED 3' X 4" CONCRETE
GRATE INLET, �° -� ti DRAINWAY TO OUTLET FOR
np• �'ALOW FLOW CONDITIONS
s
OD
OD 00 21r
M 15' P.U.E. - -__zq8 .�' PROPOSED DETENTION POND,
�a
ST
SLOPE WITH
a LIMESTONE RIP !RAP
++ r , �'' - I JUNCTION BOX,iI� 12' ASTM
I r D 3034 35 PIC OtnLET
:._...... RE FOR DETENTION
+,��, I
V7 s !x
+�v�' �,�?� 2a -r 1 24 RCP
J STORM DRAIN ;� I
j +
f ! �' A
1 0- tab +2
- o6�!! r �. ID
' (City of College Station Electrical E_smt.-772/341)
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CONCRETE PAVEMENT
DE\/ELOPER:
PROPERTY OWNER:
NITIN PATEL
GHARLE5 R. -$ LUGY H. FARRAR
713 5. MANY
P.O. BOX q
M 0150N\/ILLE, TX. 77864
MONUMENT, CO 80132
PHONE: x36/348-3725
PHONE: 71 Q/488-Oa86
0
Q < REPAIR
> 'aco
-----
PROVIDE PEA GRAVEL BAGS
F` t LOT 5-/ HERMr4N KRENEK SUBT�. P 111.46�t ASG. OF 2.Q37 (Q30/563 O.R.B.G.)
AT EXISTING INLET FOR
I _ EROSION CONTROL THIS DRAWING IS RELEASED
+ FOR THE PURPPOSE OFc Comfort 5uite5
P eaome , c.
CONNECT TO EXISTING SITE PLAN. #3 .Pledger Klkn
g y Go l l ege Station, Texas
STORM INLET 05/12/04
z ----- K Consulting Engineers
Ilk qj UNDER THE AUTHORITY OF
i�� �`" _ _ --- �_ STEVE E. DUNCAN, P.E. 83252. 7020 Coyote Run • Bryan, Texas 778 8 Grading Plan
i!I IT IS NOT TO BE USED FOR
979-731-8000 • 979-731-1500 (Fax
CONSTRUCTION, BIDDING, OR www.pkengineering.com
Design: CAD: Job No. DiaivingNo:
PER PURPOSES. .
Brenham Bryan Rosenbe g SED B55 4"1504-251 3 OF 4
a