HomeMy WebLinkAbout11-4501 E E STREET & DRIFTWOOD DR BIKEPATHSN.T.S.
S.H ZPS
0
a
NORTH "P" T.
o _
DEER PARK _ � �_
NORTH "L" ST.
b3 �^ MORGAN'S
POINT
NORTH "H" ST. � BARBOUR S CUT BLVD. HCFCD
� � F212-00-00
AIRPORT N Z �`'
/ ` WEST MAIN
Z � � � � 3 �� "� �� ��-
o � �� � m Q
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(a $ y W. 'G' Sf.
O_ � FAIR 0 PARKWAY � EAST "E" STREET
HCFCD BIKE PATH
B 106-02-00 S �
m �
3
�d a
DRIFTWOOD DRIVE
BIKE PATH � �_
wEEMs GALVESTON
= BAY
N
McCABE RD.
PROJECT LOCATION ® SHOREACRES
C�-�
• � • �'
Not to Scale
I
City of La Porte, Texas
Planning Department
MAYO R
Louis R. Rigby
COUNCIL
Michael Mosteit Jay Martin
Chuck Engelken Mike Clausen
Daryl Leonard John Zemanek
Tommy Moser John Black
CITY MANAGER
Ron Bottoms
_5..;........:�s ��
*.'� *4�
/ RODNEY LEE SLATON /
.i
,t, 1�l �ONALREN.T`v�r
t�.,..��
The sea gearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
�-a5-i)
APPROVED BY:
SHEET
NO.
SHEET INDEX
SHEET TITLE
1 COVER SHEET
2 PLAN
BEGIN PROJECT
STA. 0+37 TO STA. 11+20
3 PLAN
STA. 11+20-STA. 23+00
4 PLAN
STA. 23+00-STA. 34+20
5 PLAN
STA. 34+20-STA. 40+48
END OF PROJECT AND
SIGN DETAILS.
6 DRIFTWOOD
STA. 0+00-STA. 15+50
7 DRIFTWOOD
STA. 15+50-STA. 31+50
$ DRIFTWOOD
STA. 31+50-STA. 43+95
END OF PROJECT
9 HARRIS COUNTY EXPRESS
REVIEW SHEET
9A HARRIS COUNTY RAMP DETAIL
CITY ENGINEER
DATE: 3_ � f _ �
20j 1-4501
SHE ET 1 OF 9
�e
� r
ST. 8' CONC.
BIKE PATH JJ
.- CRO$;
EXIST. BIKE
PATH LINES
EAST "E" STI
60' R.O.W.
W
Z }. � 4.0'
W
J W
_I _I
Q PROP. D11-1 a .PROP. W11-1 a PROP. W11-1
I ROAD SIGN BLOCK 241 ROAD SIGN Z BLOCK 240 ROAD SIGN
P OP. ADD LINE s
�oo.o' PR P. 7-9A PROP. R7-9A too.o' PROP. R7-9A
� o' So.o' (TYP.) R AD SIGN TYP.) ROAD SIGN PROP. R7-9A
IBT. I (TYP.) ROAD SIGN ( (TYP.) ROAD SIGN
vALK 4.0' 4.0' 4.0' 4.0'
�� � 50.0'
— T �����
o+o0 1+00 —' J z+oo _
I CENTERLINE OF pVM�'RLINE OF R.O.W. 3 O 100.0, 4 00 5+00 '—"6+00
O
I— _ P OP. ADD LINE -
z � PROP. ADD LINE —
U
Q BEGIN PROJECT � s .o" R.o.. PROP. ADD LINE W
z STAT.0+00 a Q
� I BLOCK 249 BLOCK 250
GENERAL NOTES:
1.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND LEGAL DISPOSAL OF ALL WASTE
MATERIAL GENERATED DURING CONSTRUCTION. WASTE MATERIAL MUST BE REMOVED FROM THE WORK
SITE AND DISPOSED OF IN SUCH A MANNER AS TO NOT DAMAGE THE OWNER OR OTHER PERSONS.
(NO SEPARATE PAY)
2.
THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION SCHEDULE WITH THE ENGINEER PRIOR TO
COMMENCING WORK.
3.
THE CONTRACTOR. SHALL ADJUST EXISTING UTILITY STRUCTURE TO BE FLUSH WITH PROPOSED FINISHED
GRADE. WITHIN THE LIMITS OF CONSTRUCTION THIS SHALL INCLUDE BUT NOT BE LIMITED TO MANHOLE
RIMS AND COVERS, WATER LINE VALVES AND GAS VALVES. EXISTING COVERS COVERED WITH ASPHALT
CANNOT BE REUSED AND MUST BE REPLACED.
4. ANY DAMAGE TO ANY OF THE EXISTING UTILITIES MUST BE REPAIRED IMMEDIATELY. THE CONTRACTOR
MUST NOTIFY THE APPROPRIATE UTILITY OWNER, WHO WILL MAKE THE REPAIRS AT THE CONTRACTORS
EXPENSE.
5. CONSTRUCTION STAKING WILL BE PROVIDED BY THE CONTRACTOR..
6. THE CONTRACTOR SHALL OBTAIN CONSTRUCTION PERMITS REQUIRED BY THE CITY OF LA PORTS. PERMIT
FEES WILL BE WAIVED.
7. THE CONTRACTOR MUST KEEP ALL EXISTING STREETS CLEAN OF CONSTRUCTION RELATED DEBRIS AT ALL
TIMES.
8. THE FINISHING PAVEMENT SURFACE SHALL NOT DEVIATE FROM THE ESTABLISHED GRADE AND
CROSS-SECTLON MORE THAN $INCH IN TEN FEET WHEN TESTED WITH A STRAIGHT EDGE PLACED PARALLEL
TO THE CENTER LINE AND NOT MORE THAN 4 INCH IN TEN FEET AT RIGHT ANGLES TO THE CENTER LINE.
9. ITS IS THE DUTY OF THE CONTRACTOR TO ENSURE ALL PAVEMENT MARKINGS ARE INSTALLED IN
ACCORDANCE WITH THE TEXAS MANUAL OF UNIFORM TRAFFIC. CONTROL DEVICES (T.M.U.T.C.D.)
10. ALL PAVEMENT MARKINGS SHALL BE WHITE AND CONFORM TO THE STANDARD HIGHWAY COLORS.
00.0'
ao.o" �.o.w.
}
a
PROP. W11-1
BLOCK 239 -ROAD SIGN
PROP. ADD LINE
PROP. R7-9A PROP. R7-9A
4 o P.) ROAD SIGN r (TYP.) ROAD SIGN
CENTERLINE OF R.O.W.
' PVM'T.
PROP. R7-9A
ROAD SIGN
ROW
PROP. BIKE
}
w
J
Q
BLOCK. 251
a
z
a
Y
R.O.
R7-9A
ROAD SIGN
50.0'
FLOOD PLAIN NOTE:
0
N
�_
Q
w
z
J
2
a
�CALE = 1:40
PART OF THIS PROJECT LAYS IN � ONE "X"
AS SHOWN ON THE F.E.M.A. FLOG �
I INSURANCE RATE MAP (F.I.R.M.) N �.
0' (TYP.)
,48201C0945L REVISED JUNE 18, 2C07. THIS
PROP. BIKE STATEMENT SHOU
PATH STRIPE PATH STRIPE LD BE USED FGR FLOOD.
INSURANCE PURPOSES ONLY AN[ I DOES
4.0' NOT ATTEMPT TO IDENTIFY SPECI =1C FLOOD
6.0' .FOR ®�
® HAZARDS.
PROP. MARKING r-PROP. 4" WIDE
ROVE!
PAVEMENT MARKER DETAIL
NOT TQ SCALE
ants document was
authortzed by
RODNEY LEE SLATON
P.E. 90298, on
a��s-��
°� l.i� � i :.Ir' LH t-'UK I t OWN: IR/JR
� , °a
� m PLANNING DEP'' .ENGINEERING DIV. CK'D: RS
604 W. FA 2MONT PKWY.
LA PORTS TEXAS,77571
281-471-5020 FAX:281-470-5005 APP'D: RS
s°°le:
EAST "E" STf:EET & ,"=4°'
BIKE PA -H °ate
JANUARY 2011
Project No.: '..
2011-4501
SHEET: ',,....,..
STA. 0+00 TO S 'A. 11+20 2
9
OF
EAST �� E �� THE ET
S
60' R.O.W.
"
- t ONE •SCALED
A pROX. Fl.00D PLACE Rp1E MAP
�
°o �NS�RAN
� (FlRM) g8201C0945L
PROP. ADD LINE. ,00 M
� 4.0' � 4.0'
'�
� �
J J
a PROP. W11-1 Ja PROP. W11-1
a •m
'
BLOCK 238 ROAD SIGN � BLOCK 41 ROAD SIGN o PROP. ADD LINF�LOCK 40
� BLO 39
o � a
N �
o .m O
PROP. D11-1 o+
.PROP. ADD LINE N �'
� '�
ROAD SIGN M
oo.o' oo.o�
••. Q
SCALE = 1:40
PR -9A
u� PROP. R7-9A PROP. R7-9A
(�' •) R AD SIGN
'
�
(TYP.) ROAD SIGN (TYP.) ROAD SIGN
•
50.0' 50.0'
4.0
�� � � �
�� ��
�� ��
12+00 13+00 � 14+0 15+00. � 16+00 17+00 18+00
CENTERLINE OF R.O.W.= 100•O
19+00 � 20+00 21+00 22+ 0 3
CENTS LINE OF R.O.W. CENTS LINE
CENTERLINE OF PVM'T. � R R
C OF, PVM� CENTERLINE OF PVM T.
OF R.O.W. �
__
�
W
z r 8 .0" R.O. r 6 .0" R.O. r
. _
IT z
8 .0" R.O. >- �'
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BLOCK 252 BLOCK 8 BLOCK 7
BLOCK 6 Io
•.',
� �
N
IRREGULAR HCFCD EASEMENT g
•
VOL. 1647, PAGE 369 HCDR. •• o
'o
PROP. R7-9A
ROAD SIGN
ROW 3.0'
�
,TYP.)
STANDARD HCFCD NOTES FOR CONSTRUCTION DRAWINGS
PROP. BIKE
l PROP.
BIKE
PATH STRIPE �
/ PATH
STRIPE
1.
OBTAIN AND COMPLY WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL PERMITS AND APPROVALS, WITH ASSISTANCE FROM ENGINEER, IF
4.0'
NECESSARY. OBTAIN PERMIT (CERTIFICATION) FROM HARRIS COUNTY ENGINEER TO ENTER HARRIS COUNTY FLOOD CONTROL DISTRICT
6 0' FOR ®�
RIGHT-OF-WAY.
PROP. MARKING PROF
. 4" WIDE
10.0' (TYP.) YELL
)W STRIPE 12.0'
2.
NOTIFY THE HARRIS COUNTY FLOOD CONTROL DISTRICT'S PROPERTY MANAGEMENT DEPARTMENT IN WRITING AT LEAST 48 HOUR PRIOR TO
CONSTRUCTION. SUBMIT THE HCFCD 48 HOUR PRE -CONSTRUCTION NOTIFICATION FORM, A COPY OF THE APPROVED CONSTRUCTION AND.
o.o' (TYP.
.DRAWINGS,
A COPY OF THE CORPS OF ENGINEERS INDIVIDUAL SECTION 404 PERMIT, IF APPLICABLE, TO HCFCD, 9900 NORTHWEST FREEWAY, HOUSTON, TEXAS
C
=NTERLINE 12.0'
o
- ROAD
77092, ATTN: PROPERTY MANAGEMENT DEPT. BY HAND DELIVERY, OR FAX TO 713-684-4129 (FAX NUMBER).
FOR
3.
ENGINEER SHALL SUBMIT CERTIFICATION LETTER AND RECORD DRAWINGS TO THE HARRIS COUNTY FLOOD CONTROL DISTRICT'S PROPERTY
ROW
MANAGEMENT DEPARTMENT REQUESTING INSPECTION OF ITEMS CONSTRUCTED IN HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHT-OF-WAY.
PRIOR TO REQUESTING INSPECTION, THE DRAINAGE RIGHT-OF-WAY AND/OR EASEMENTS SHALL BE STAKED AND FLAGGED.
PAVEMENT MARKER DE
SAIL
4•
PROTECT, MAINTAIN, AND RESTORE EXISTING BACKSLOPE DRAINAGE SYSTEMS.
NOT TO SCALE
5•
BACKSLOPE SWALE AND INTERCEPTOR STRUCTURE ELEVATIONS AND LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. FINAL ELEVATIONS AND
� FLOODPLAIN NOTE:
PART OF THIS PROJECT LAYS
N ZONE "X"
LOCATIONS SHALL BE FIELD VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION.
'
AS SHOWN ON THE F.E.M.A. FLOOD
INSURANCE RATE MAP (F.I.R.NI.)
No.
6.
ESTABLISH TURF GRASS ON ALL DISTURBED AREAS WITHIN THE CHANNEL OR DETENTION RIGHT-OF-WAY, EXCEPT THE CHANNEL BOTTOM AND WHERE
STRUCTURAL EROSION MEASUF:ES ARE USED. MINIMUM ACCEPTANCE CRITERIA ARE 75% COVERAGE OF LIVE BERMUDA GRASS AND NO EROSION OR
48201C0945L REVISED JUNE 1!
, 2007. THIS
RILLS DEEPER THAN 4".
STATEMENT SHOULD BE USED
FOR FLOOD
INSURANCE PURPOSES ONLY
AND DOES
7.
BACKFILL IN ACCORDANCE WITH THE HARRIS COUNTY FLOOD CONTROL DISTRICT STANDARD SPECIFICATIONS, SECTION 02315-EXCAVATING AND
NOT ATTEMPT TO IDENTIFY SF`ECIFIC
FLOOD
BACKFILLING, OF: EQUIVALENT.
HAZARDS.
8.
EXCAVATE CHANNEL FLOWLINE TO DESIGN ELEVATION AS SHOWN ON PLANS AND DOWNSTREAM, AS NECESSARY, TO ENDURE NO WATER REMAINS IN
bm�•b°�"�*bt
of rE t
FACILITY (STORM SEWER LATERAL CHANNEL OR DRY BOTTOM DETENTION BASIN) DURING NORMAL WATER SURFACE CONDITIONS IN THE CHANNEL
�-- tE
•= y,�'••••.•:�gS�:a� °F �
• < CITY C'F
LA PORTS
DWN: IR/JR
SO THE FACILITY WILL FUNCTION AS INTENDED. FOR WET BOTTOM DETENTION BASINS, ENSURE NO WATER IS ABOVE THE DESIGN LEVEN IN THE WET
,;*_• *$
. � � m
'�* �• •• •••••• • •••��*�� � °� P'�N"'"G''
EPT.ENGINEERING DIV.
CK'D: RS
BOTTOM DURING NORMAL WATER SURFACE CONDITIONS IN THE CHANNEL.
�•• RORNEY LEE stATON•• � 604 N
�°���o� ....
FAIRMONT PKWY.
��,S�REo•w'�^rp 281-471,'
�+
20EFAX:281-470-5005
APP'D: RS
fissl��A�.��G�4'
to°`�A"�
S°°le:
9.
L WIN HE HANN L D
MAINTAIN F O T C E URING CONSTRUCTION AND RESTORE CHANNEL TO ORIGINAL CONDITION.
„ <
EAST E �
TREE T &
' =40'
The seal ppearing on BIKE 1'ATI-i
D°te
tills document WtlS
JANUARY 2071
10.
REMOVE ALL EXCAVATED MATERIAL FROM THE HARRIS COUNTY FLOOD DISTRICT OR DRAINAGE RIGHT-OF-WAY. NO FILL IS TO BE PLACED WITHIN A
aut"°rrZed ay
Pr0,8°t "°•:
RODNEY LEE SLATON
2011-4501
DESIGNATED FLOOD PLAIN AREA WITHOUT FIRST OBTAINING A FILL PERMIT FROM THE APPROPRIATE JURISDICTIONAL AUTHORITY.
P.E. so2se, on
SHEET:
� ° a 5-- » STA. 11 +20 TC
I STA. 23+00
3
9
OF
EAST "E"
.1 •
PROP. W�
ROAD S
O
O
M
N
(A
W
Z
J
U
Q
0
N
d'
M
Q
E—
W
Z
J
�--
Q
SCALE = 1 �0
FLOOD PLAIN NOTE:
b PART OF THIS PROJECT LAYS N ZONE "X" .
- - .,.o' (TYP.) AS SHOWN ON THE F.E.M.A. FL OOD
PROP. BIKE PROP. BIKE INSURANCE RATE MAP (F.I.R.N .) No.
PATH STRIPE � PATH STRIPE 48201C0945L REVISED DUNE 1� �, 2007. THIS
4.0' STATEMENT SHOULD BE USE[ FOR FLOOD
6.0' FOR ®� INSURANCE PURPOSES ONLY 4ND DOES
PROP. MARKING PROP. 4" WIDE NOT ATTEMPT TO IDENTIFY SF ECIFIC FLOOD
10.0' (TYP.) YELLOW STRIPE 12.0' HAZARDS.
0.0' (TYP.
CENTERLINE 12.0' gpS�;�F �k,�ii
FOR OF ROAD j :" 5 '•S i�dd A °° p CITY Of LA PORTS DWN: IR/JR
d
a',t •• '• � .•; * A u m PLANNING DE T.ENGINEERING DIV. ,
Ofi••• �•••• � CKD: RS
� RO°Ntl' �eE siATpN ••� 604 W. F URMONT PKWY.
p....�
g sozse : ��� LA POR' E. TEXAS, 77571
Pd��A'. O: 4,4� 281-471-50< �; FAX:281-470-5005 APP'D: RS
ROW d o�,*�GIST�Rti.• 4.�.
iiil SSrONAb ��G.,4.. Scale:
� e��.,_� EAST "E" S1 REST & '"=40'
The seal a�pearing on BIKE Pl NTH DANUARY 2011
PAVEMENT MARKER DETAIL thts document WdS ProJectNo.:
authorized by 2D1t—a5ot
NOT TO SCALE RODNEY LEE SLATON sNEer.
P.E. so2se, o� STA. 23+00 TO STA. 34+20 4
�-a�-��
9
OF
PROP. R7-9A
ROAD SIGN
ROW _..
�;
i � I
-�I
I
i
1
' PROP. ADD LINE
I BLOCK 35
o
N
I M
�( Q
PROP. W1 -1
ROAD SI N
�� � PROP. R7-9A
� i (TYP.) ROAD SIGN
S�
9
'� 35+00 36+D0
CENTERLINE OF R.O.W.
CENTERLINE OF PVM'T.
I
w
� z W
J
Q
6
`; � BLOCK 2
!.�
i
I
.,
GENERAL NOTES
1. SURFACE RESTORATION AT THE END OF ALL CONSTRUCTION PROJECTS, THE
( CONTRACTOR SHALL RESTORE EXISTING FACILITY (I.E. PROPERTY) EQUAL TO
i OR BETTER THAN EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION.
I 2. THE LOADING AND UNLOADING OF ALL PIPE VALVES, HYDRANTS, MANHOLES
.I AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL AT ALL TIMES BE
PERFORMED WITH CARE TO AVOID ANY DAMAGE TO THE MATERIAL. THE
CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS
FOR MATERIALS AND EQUIPMENT.
3: THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND
PROTECTING ALL MATERIAL AND EQUIPMENT STORED ON THE JOBSITE. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A
SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER
I WORKING HOURS, UNTIL PROJECT COMPLETION.
4. CONTRACTOR SHALL PROVIDE SHEETING, SHORING AND BRACING AS
', � I NECESSARY TO PROTECT WORKMEN AND EXISTING UTILITIES DURING ALL
F PHRASES OF CONSTRUCTION, AS PER O.S.H.A. REQUIREMENTS.
ddd? ! 5. ALL TESTING PROCEDURES USED ON THIS PROJECT SHALL CONFORM TO THE
` i CITY OF LA PORTE STANDARDS. IF ANY OF THE TEST RESULTS DO NOT MEET
7 ; THE TESTING STANDARDS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
r i REMOVE OR REPLACE SUCH MATERIAL SO THAT THE TESTING STANDARDS CAN
° i BE MET.
��
-.I. 6. ALL FINISHED GRADES SHALL VARY UNIFORMLY BETWEEN FINISHED
r i ELEVATIONS.
,
7..CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL "POINTS OF
CROSSING" TO DETERMINE IF CONFLICTS EXIST BEFORE COMMENCING ANY
CONSTRUCTION. NOTIFY THE DESIGN ENGINEER AT ONCE OF ANY CONFLICT.
j i 8: THE CONTRACTOR SHALL NOT UNLOAD ANY TRACK -TYPE CONSTRUCTION
• MACHINERY ON ANY EXISTING PAVEMENT OR CROSS OVER ANY EXISTING
PAVEMENT OR CURB DURING ANY PROJECT.
� 9. IT IS PERMISSIBLE TO USE A BACKHOE FOR TRENCH EXCAVATION IN LIEU OF
i A TRENCHING MACHINE.
10. CONTRACTOR SHALL NOTIFY CITY OF LA PORTE PUBLIC IMPROVEMENTS
COORDINATOR AT 281-471-5065 TO HAVE AN INSPECTION.
a i 11. THE CITY OF LA PORTE REQUIRES 48 HOURS NOTICE PRIOR TO COMMENCING
� WORK IN THE CITY'S R.O.W.
! 12. CONTRACTORS CANNOT USE THE CITY'S R.O.W. FOR STORAGE OF
CONSTRUCTION MATERIALS.
13. ALL BACKFILL SHALL BE ENGINEERED TO 95 %STANDARD PROCTOR DENSITY
AND BE TESTED BY AN APPROVED TESTING LAB.
14. WHEN HYDROMULCH IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST
I AFTER INSTALLATION AND UNTIL AREA SHOWS GROVVfH OVER 75 % OF THE
l HYRDROMULCHED AREA.
15. CITY OF LA PORTE ENGINEERING DEPARTMENT SHALL APPROVE THE
CONSTRUCTION LAYOUT.
� � 16. ALL EXCESS EXCAVATED MATERIAL SHALL BECOME PROPERTY OF THE
CONTRACTOR, AND REMOVED FROM SITE, AND DISPOSED OF IN A LEGAL
I MANNER.
• � ( 17. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH RESIDENTS
WHEN INTERRUPTING EXISTING SERVICES.
i 18. BARRICADES SNALL BE EQUIPPED WITH ORANGE FLASHING LIGHTS.
1
r � 19: ALL TRAFFIC CONTROLS SHALL CONFORM TO M.U.T.C.D. FHWA LATEST EDITION
BOLT KEEPER PLATE
5/8" STRUCTURAL
BOLTS (3), NUTS
(3), AND WASHERS
(6) ASTM A325
OR A449 AND
GALVANIZED PER
ITEM 445 GALVANIZING"
2 1/2 FOR NEW
INSTALLION AND
4" IF LIFTING
SPACER IS USED.
STUB
3/4" DIAMETER HOLE.
IF REQUIRED'IN THE
PLANS, PROVIDE A
7" X 1/2 DIAMETER
GALVANIZED ROD
OR #4 REBAR.
NON -REINFORCED
CONCRETE FOOTING
(SHALL BE USED
UNLESS NOTED
ELSEWHERE IN THE
PLANS). FOUNDATION
SHOULD TAKE APPROX.
25 CF OF CONCRETE.
POST
EAST "E" STREET
60' R. O . W .
.0'
PROP. ADD LINE.
� PROP. W11-1
BLOCK 34 ROAD SIGN
�� PROP. R7-9A PROP. D11-1
(TYP.) ROAD SIGN ROAD SIGN
W.
}
W
Q
BLOCK 1
POST
10 BWG TUBING OR
SCHEDULE 80 PIPE
SLIP BASE
COATING
LOCKING COLLAR
(SEE DETAIL)
LIFTING SPACER
- - - (USED ONLY WHEN
RETROFITTING
OLD SYSTEM
STUB WITH
LIFTING RAMP)
°. 1
• a' ' ,', o � CONCRETE ANCHOR CONSISTS OF 5/8"
°. ��' DIAMETER STUD BOLT WITH UNC SERIES
' b' � ' BOLT THREADS ON THE UPPER END.
c - ���' HEAVY HEX NUT PER ASTM A563, AND
>• 36" HARDEN WASHER PER ASTM F436. THE
' STUD BOLT SNALL HAVE A MINIMUM YIELD
°�•': •' >•• �� AND ULTIMATE TENSILE STRENGTHS
' OF 50 AND 75 KSI, RESPECTIVELY.
° NUTS, BOLTS AND WASHERS SHALL BE
• � GALVANIZED PER ITEM 445, "GAIVANIZ-
°;` "•, •.•p: ING." TOP OF BOLT SHALL EXTEND AT
42" LEAST FLUSH WITH TOP OF THE NUT
' ""•' •'•'• WHEN INSTALLED. THE ANCHOR, WHEN
• -,. ' � °' INSTALLED IN 4000 PSI NORMAL-
°.'•' � WEIGHT CONCRETE WITH 5 1/2"
�� " �"° ��% � MINIMUM EMBEDMENT, SHALL HAVE A
,• °':%' � • > ,•' ' •'.b. MINIMUM ALLOWABLE TENSION AND SHEAR
OF 3900 AND 3100 PSI, RESPECTIVELY.
' � °' �" �.'ti•,' ADHESIVE TYPE ANCHORS SHALL NAVE
• STUD BOLTS INSTALLED WITH TYPE
' d •',. ; . ° •' ..p III EPDXY PER DMS-6100, "EPDXIES
' �, , . AND ADHESIVES.' ADHESIVE ANCHORS
° �.• •:. °'•4 MAY BE LOADED AFTER ADEQUATE EPDXY
"' '`p• CURE TIME, PER THE MANUFACTURER'S
�'� '� RECOMMENDATIONS.
,i
F�--12" Dla. -�-i
DETAIL
LOCKING
COLLAR
BOTTOM OF POST
SHOULD NOT EXTEND
BEYOND BOTTOM
OF COLLAR
0
FLOOD PLAIN NOTE:
PART OF THIS PROJECT LAYS IN ZONE "X" AS SHOWN ON THE
F.E.M.A. FLOOD INSURANCE RATE MAP (F.I.R.M.) No.
48201C0945L REVISED JUNE 18, 2007. THIS
STATEMENT SHOULD BE USED FOR FLOOD INSURANCE
PURPOSES ONLY AND DOES NOT ATTEMPT TO IDENTIFY
SPECIFIC FLOOD HAZARDS.
.0'
PROP. REWORK EXIST. WCR Q
(SEE TYPE B RAMP)
J
Z
� BLOCK 33 � O
m PROP. ADD 1' TO � B;
CONC. SIDEWALK
y (SEE SIDEWALK O
R.o. DETAIL- SEC. A -A) 0
EXIST. 5' WIDE CONC. SIDEWALK EXIST. 5' WIDE CONC.
A SIDEWALK
PROP. ADD 1' TO
CONC. SIDEWALK
(SEE SIDEWALK
DETAIL- SEC. "B-B")
DOWELS
�, �
Z J
BRICK STYLE
IMPRINTED CONC.� � w
AND DYED BURNT RED x �
wN
_ A
�2+00 43}00
CENTERLINE OF R.O.W.
CENTERLINE OF PVM'T.
.END PROJECT
STA. 40+43
PROP. WIDEN EXIST. 5' CONC.
SIDEWALK TO 6' WIDE
3'-6"-►-I
`REDWOOD EXPANSION
JOINT (TYP.)
W W
. W � .
W W
y W W
,:O �`_� •
W � H •.
(GRASS)' ` x cal ••
W Q
W
PROP. CURB ' ,� y •�'''' < • a•'
EXPANSION JOINT .� � QO'
(TYP.) '° �
y W ��.
.y .y W \�
6'=0"
W \ 6.0' .06' � YP.
7.Q' MIN.
8.0 MAX.
EXISTING 6"
CONC. CURB
TYPE "B" RAMP DETAIL
NOT TO SCALE
.SIGN LEGEND
® - n n
R7-9A (18 X 12 ).
BIKE
LANE
DOWELS #4 BAR,
24" O.C. OR #3 BAR,
18" O.C. (TYP.)
.PROP. WIDENING
5' CONC. SIDEWALK
TO 6' WIDE
PROP. R7-9A
ROAD SIGN
ROW
PROP. BIKE
PATH STRIPE.
4.0'
- -
g.
I
i
,;
,'
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i
0
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i
SCALE = 1:411
I
I
3.0' f TYP.) 'Z
PROP. BIKE
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6.0' FOR ®� `
PROP. MARKING PROP 4" WIDE
10.0' (TYP.) YELLC W STRIPE 12.0'
0.0' (TYP.
CENTERLINE 12.0'
FOR OF ROAD j
ROW
PAVEMENT MARKER DE1 AIL
NOT TO SCALE
1/4' / FT SLDPE MAXIMUPI
-0.125' CTYPJ PRDP, P S.W, ADDT'
XIST 5,0' SIDEWALK
• ..e. .
• te•
,,• •e: .,.• •e
NOTE: 4" REINFORCED CONCRETE 5'
#5 SACK/ C.Y. 3000 P.S.I., 28 DAY
WITH #4 (EPDXY COATED) ®24" O.C.E.W.
SIDEWALK CROSS-SECTION "A -A"
FOR 1' ADDITION
N.T.S.
1/4' / FT SLDPE MAXIMU
0,125' CTYPJ
PROP, 1' S.W, ADDT'N
T -EXIST 5.0' SIDEWALK
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NOTE: 4° REINFORCED CONCRETE
#5 SACK/ C.Y. 3000 P.S.I., 28 DAY
WITH #4 (EPDXY COATED) ®24" O.C.E.W.
SIDEWALK CROSS-SECTION "B-B"
FOR 1' AUDITION
N.T.S.
.:� �'�SE oF� ek�s'i�t
RODNEY LrE SLATON ���
$ ��. 80286' �: ���
' tl °qiJ<Naa�+�
The seal �tapearing an
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
a-��� l�
°� ` o CITY O'= LA PORTE DWN: IR/JR
m PLANNING DI"T.ENGINEERING DIV. CK'D: RS
604 W. AIRMONT PKWY.
LA POF' fE. TEXAS, 77571 �
281-471-50 0; FAX: 281-470-5005 APP'D: RS
Sccie: �
EAST "E" S""-REST & 7-=4c'
BIKE P NTH °°te:
JANUARI' 2071
_ Project No.:
2071-4501
STA.. 34+20 TO STA. 40+43 SHEET:
END OF PF'OJECT 5
9
OF
EXIST. BIKE
PATH STRIPE
PROP.CONSTRUG
8' WIDE CONC. BIKE
PAT
�-z
o¢
3
�Q
wm
�a
PROP. M4-'12 OVER D11-1
ROAD SIGN (4' FROM BOC)
EXIST. 4' CDNC. EXIST. 4' CONC.
SIDEWALK SIDEWALK
EXIST. BIKE PROP ADD 4' OF
PATH STRIPE CONC. TO S/W EXIST. 4' CONC.
' o SIDEWALK
� PROP ADD
�, � BIKE PATH
�' � BROKEN S'
�------100.0'- - - - - - - - - -
T o+ao f+oo a+oo 3wo '
H PROP ADD 4' OF PROP ADD PROP ADD 4' OF
CONC. TO S/W BIKE PATH CONC. TO S
PROP. R7-9A BROKEN STRIPE
(TYP.) ROAD SIGN
(PLACED 4' FROM BOC)
PROP. BEGIN 8' BIKE PATH
� z AT BOC FAIRMONT PARKWAY
��1 o STA. 0+00 L20'
m
0
d
EXIST. CENTERLINE
i—EXIST. FOR
BIKE PATH
�+oo
m
PECAN
DRIVE
�o
PROP. W11-1 ROAD SIGN
(PLACED 4' FROM BOC)
PROP. R7-9A
(TYP.) ROAD SIGN
(PLACED 4' FROM BOC)
9+00
(SEE DETAIL)
�► ....-
SCALE = 1:50
MESQUITE
DRIVE .
Or I O
� G �
• PROP. W11-1 ROAD SIGN PROP. R7- �A �-
(PLACED 4' FROM BOC) (TYP.) RO) D SIGN
HCFCD •- 8106-02-00 10 0 (PLACED � FROM BOC) �
120' HCFCD EASEMENT (p
100.Or HCCF. NOI J197089 OO.Or
ROP ADD
EXIST. FOR IKE PATH
• DW ROKEN STR'�E EXIST. FOR
�� � OW
�.� r.� -
�- f2+00 13+00 1�+00
I1t00 15+00
PROP. R7-9A PROP. ADD PROP. R7-9A
pie OAD SIGN PAVEMENT MARKER �G�
BIKE PATH (PLACED 4' FROM BOC) B KIETPATH�DE (SEE DETAIL) (PLACED 4' FROM BOC) EXIST. FOR Z
BROKEN STRIPE J
ROW _
EXIST. 8' WIDE V
BIKE PATH �
Q
��
(�'
�',
c�
7py1"
�:
�a�
(F
��
�:
NOTE:
1. PLACE PAVEMENT .,
MARKING AT EVERY BLOCK
(SEE DETAIL) �,
I
2. RIGHT-OF-WAY LINES
ARE APPROXIMATE. I ^I
� �.
FLOOD PLAIN NOTE:
f� -
PROP. R7-9A PART OF THIS PROJECT. LIES IN 'ONE "X" AS
ROAD SIGN � --
SHOWN ON THE F.E.M.A. FLOOD INSURANCE
7
_ _ ROW _ _ _ 3.0' (TYP.) � RATE MAP (F.I.R.M.) No. 48201C09�I.5L
REVISED JUNE 18, 2007. THIS
i�
PROP. BIKE � PROP. BIKE �
PATH STRIPE � � PATH STRIPE STATEMENT SHOULD BE USED FC)R FLOOD. ,
j 4.0' �� INSURANCE PURPOSES ONLY AN � DOES
FOR ® ,-- '— NOT ATTEMPT TO IDENTIFY SPECIFIC FLOOD "�'
6.0' _—_�� HAZARDS.
PROP. MARKING PROP. 4" WIDE .
' 12� 0'
10.0 (TYP.) YELLOW STRIPE � ��
CENTERLINE 12.0' = y.�P���F'>:`k,��,al@t
FOR _ OF ROAD__ �*.� • � �'•: *'g�� ,oF ` Ao CITY OI � LA PORTS OWN: JR
�., RDDNEr LEE slamw �•� � P-+ PLANNING DE 'T.ENGINEERING DIV. cK'D: RS
q ,•.... s02s8 • ••:� yA 604 W.1' 41RMONT PKWY.
— — — da"�o,�•-��g/ST�R�:� ���`,� *�., LA POR' E. TEXAS, 77571
ROW — — — — — — — — @j �n5, •..... G�� 281-471-50:' ); FAX: 281-470-5005 APP'D: RS
� S10NA4. ��+ .
��ti�i'iAt{o'�@' Sccle:
��°�� DRIFTWOO`) DRIVE ,"=50' I
The seal pearing on Date:
PAVEMENT MARKER DETAIL this document Was BIKE Pr1TH JANUARY, 2011
authorized by ProJoct No.: '
RODNEY LEE SLATON
NOT TO SCALE 2o„-4sor .
P.F. Qi)94R �„ ',.
SHEET: '.
STA. 0+00 TO .��TA. 15+50 g `�
9 I �
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1
/�
BIRCH
DRIVE
0
a
i
PROP. � COW
R7-9A PROP. W11-1 ROAD SIGN � I
(TYP) RSIGN 10 ,0 (PLACED 4' FROM BOC) �
(PLACED 4' 10 .0' PROP. W11-1 ROAD SIGN
FROM BOC) (PLACED 4' FROM BOC)
PROP. R7-9A
ROP ADD (TYP.) ROAD SIGN
� IKE PATH (PLACED 4' FROM BOC)
LD ROKEN STRI E
-E EXIST. FOR PROP. R7-9A 1
� �
� ,6,ao �♦"'� � RpW (TYP.) ROAD SIGN
Q (PLACED 4' FROM BOC)
,r,oa ,.
� PROP. ADD �''-
ARKER �`�```�`
(SEE DETAIL)
` ��
�`
W
Z
J
U
t
L
0
D.0•
PROP. R7-9A
' ADD (TVPJ ROAD SIGN
PATH (PLACED 4' FROM BOC)
CEN STRI
PROP. R7-9A
J9*oo � j (TYP.) ROAD SIGN
♦ (PLACED 4' FROM BOC)
•-EXIST. 8' WIDE ROP. ADD ``'��1 ROW EXIST. FOR
PATH
PA T MARKER 2°'00
(SEE DETAI �`''�
8' WIDE
aTH
DETAIL)
' PROP. W11-1 ROAD SIGN
(PLACED 4' FROM BOC)
100.0'
PINEWOOD
COURT
PROP. W11-1 ROAD SIGN
(PLACED 4' FROM BOC)
PROP. R7-9A
(TYP.) ROAD SIGN
(PLACED 4' FROM BOC) �;
EXIST. FOR
�`'���. PROP. R7-9A 10 .0
1`�. ` (TYP.) ROAD SIGN
"'�. � LACED 4' FROM BOC)
O��3yY```
BIK H °p
BROKEN S I `"�.�
EXIST. FOR ` �`-
2qt� ` `
�`
EXIST. 8' WIDE �
E PATH pR .
Ro AVEMENT MARKER
II' (SEE DETAIL)
1" DRIVE
o PROP. W11-1 ROAD SIGN
`� (PLACED 4' FROM BOC)
00.0'
PROP. R7-9A �
(TYP.) ROAD SIGN
(PLACED 4' FROM BOC)
EXIST. FOR PROP. R7-9A 1
(TYP.) ROAD SIGN 10 .0'
(PLACED 4' FROM BOC)
ROW PROP ADD
"" --- BIKE PATH
m _"--�— B tiEN E
�- PROP ADD ___,__."._`.,.-,.. � '� �-.
BI 2r*oo ����_
BROKEN STRIPE
PROP. ADD - -'-"
PAVEI ARKE�
(SEE DETAIL) P• R7-9A
(TYP.) ROAD SI
(PLACED 4' FROM BOC)
EXIST. FOR __
EXIST. 8' WIDE
BIKE PATH
SCALE = 1:50
GRAYWOOD
ICOURTI
PROP. W11-1 ROAD SIGN
(PLACED 4' FROM BOC)
PROP. R7-9A �
(TYP.) ROAD SIGN
(PLACED 4' FROM BOC)
O
M
f¢-
(A
PROP. R7-9A W
(TYP.) ROAD SIGN z
(PLACED 4' FROM BOC) -1
Z
G
Q
nn n' �
�—txisl. FOR � EXIST.
8' WIDE
ROW BIKE PATH
�� �
�� ��
29t00 30t00 3N00
PROP. ADD PROP ADD
�"-'RAVEMEPl-T-MAR
EXIST. 8' WIDE (SEE DETAIL) BROKEN STRIPE
BIKE PATH J
EXIST. FOR
PROP. R7-9A
ROAD SIGN
— — ROW — — — 3.0' (TYP.)
PROP. BIKE � PROP. BIKE
PATH STRIPE � � PATH STRIPE
4.0'
6.0' FOR ��
PROP. MARKING PROP. 4" WIDE
' YELLOW STRIPE 12�0'
10.0 (TYP.)
0.0' (TYP.
CENTERLINE 12.0'
FOR OF ROAD �_
--- ROW -- -- -- ---
PAVEMENT MARKER DETAIL
NOT TO SCALE
�:,•
NOTE: �=� .
G.
1. PLACE PAVEMENT ��
MARKING AT EVERY �3LOCK
(SEE DETAIL)
�.
2. RIGHT-OF-WAY LINE;
ARE APPROXIMATE.
FLOOD PLAIN NOTE:
PART OF THIS PROJECT LIES IN ZONE "X" AS
SHOWN ON THE F.E.M.A. FL SOD INSURANCE
RATE MAP (F.I.R.M.) No. 482f �1 C0945L
:REVISED DUNE 18, 2007. TH S I '
STATEMENT SHOULD BE U�>ED FOR -FLOOD
.INSURANCE PURPOSES ON'..Y AND DOES
NOT ATTEMPT TO IDENTIFY SPECIFIC FLOOD
HAZARDS.
e*:'' *�$d �` ` '0 CITY CF LA PORTE DWN: JR
RODNEY lEE SLATOM � ti '� PLANNING L SPT.ENGINEERING DIV. CK'D: RS
6 8D288 � p 604 W FAIRMONT PKWY. {
4 'O '-, ' � � LA PC 2TE. TEXAS, 77571 ' 1
dd�'o,� :�G/ST6¢E�'�a��`� ��" 281-471-5 20; FAX: 281-470-5005 APP'D: RS ,
a+� gSSlONA4•E��+'OY�� Scale:
as��w���. l l
�lM�� DRIFTWOCID DRIVE '" 5�.
The s�ppearing an BIKE F ATH Date:
this document WaS JANUARY 2017
authorized by Protect No.:
RODNEY LEE SLATON 2o�t-a5m ,
P.E. 9D29B, on SHEET: � �.
�.a 5l 1 � STA. 15+50 TC` STA. 31 +50 7 , o
oP 9
�-
�' THORNWOOD
+� I (DRIVE I
�
PROP. W11-1
Q
ROAD SIGN
E--
(PLACED 4'
fn
FROM BOC)
,
PROP. R7-9A
(TYP.) ROAD SIGN
(PLACED 4' .
FROM BOC)
EXIST. FOR
W
Z__-----
38+00
QPROP. ADD
(SEE DETAIL)
DRIVE
PROP. W11-1
ROAD SIGN
(PLACED 4'
FROM BOC)
PROP. R7-9A
(TYP.) ROAD SIGN
(PLACED 4' FROM BOC) j0 .0
PROP. R7-9A
(TYP.) ROAD SIGN
(PLACED 4' FROM BOC)
i—EXIST. FOR
38,00
34,00
33,00
PROP. ADD
PROP ADD PAV AR
PATH (SEE DETAIL)
BROKEN STRIPE EXIST. 8' WIDE
BIKE PATH —
0
rt
-�-�'
:�.�1
PROP. W11-1 —
ROAD SIGN
(PLACED 4'
FROM BOC)
PROP. R7-9A
(TYP.) ROAD SIGN
(PLACED 4' FROM BOC)
PROP: R7-9A
(TYP.) ROAD SIGN
(PLACED 4' FROM BOC)
EXIST. FOR
ROW
---__---�-- 37,00
PROP. ADD
PAVEMENT MARKER
(SEE DETAIL)
EXIST. 8' WIDE
BIKE PATH
OAKWOOD
I DRIVE I �
PROP. W11-1
ROAD SIGN
(PLACED 4'
FROM BOC)
PROP. R7-9A
(TYP.) ROAD SIGN
(PLACED 4' FROM BOC)
PROP. R7-9A
(TYP.) ROAD SIGN
{PLACED 4' FROM BOC)
�—EXIST. FOR
' 39,00
PROP. ADD
PROP ADD PAVEMENT MARK
H (SEE DETAIL)
BROKEN STRIPE EXIST. 8' WIDE
BIKE PATH
FAIRWOOD
I DRIVE I
'L•..
� -�_____
SCALE = 1:50
NOTE:
LOCATIONS FOR TREES
NEAR SPENCER HIGHWAY � �3
ARE APPROXIMATE. N=
PROP. R7-9A
(TYP.) ROAD SIGN PROP. 217 LF
(PLACED 4' FROM BOC) 8' WIDE CONC.
BIKE PATH
EXIST. TREE ROW I I EXIST. WCR
EXIST. TREE c
EXIST. FOR
. , . y.�,_; : •..: w '� EXIST.
EXIST. EXIST. TREE
—_____ TREE a3+oB FOR a3+9s
aB,oB EXIST.
PROP ADD BIKE PATH CROSSWALK
EXIST. FOR BROKEN STRIPE __
PROP. ENDS' BIKE -------
PATH AT BOC OF EXIST. WCR
FAIRMONT PKWY.
EXIST. 8' WIDE EXIST.
BIKE PATH ROW -'�— STA. 43+95, L20' TRAFFIC BOX
EXIST.
STREET LIGHT
U Q
z3
woo
O � _
�,
'm
NOTE: ,
,Q
J
1. PLACE PAVEMENT
MARKING AT EVER Y BLOCK
�.
(SEE DETAIL) _
2. RIGHT-OF-WAY LII�iES
ARE APPROXIMAT-:. �-
PROP. R7-9A
ROAD SIGN FLOOD PLAIN NOTE:
I PART OF THIS PROJECT LIE 3 IN ZONE "X" AS
_ — ROW _ — — 3.0' (TYP.)
PROP. BIKE � PROP. BIKE SHOWN ON THE F.E.M.A. FL' )OD INSURANCE
PATH STRIPE � � PATH STRIPE RATE MAP (F.I.R.M.) No. 482C1C0945L
4.0' / _ REVISED JUNE 18, 2007. TH S
STATEMENT SHOULD BE U�'ED FOR FLOOD
6.0 FOR -�� _ INSURANCE PURPOSES ON' .Y AND DOES
PROP. MARKING PROP. 4" WIDE NOT ATTEMPT TO IDENTIFY SPECIFIC FLOOD
1 � 0,
10.0 (TYP.) YELLOW STRIPE HAZARDS.
0.0' (TYP. �"c;�cP��°F �k't"s��r Y
CENTERLINE 12�0 �*.; ., � � CITI� OF LA PORTS DWN: JR
OF ROAD � ; �'a -�° � Ao
FOR _ d'�'t•••••••••••••••••• :: � � a PLANNI' G DEPT.ENGINEERING DIV. CK'D: RS
� RODNEY LEE SLATDN �
e" """""""' � " a+ 61 i W. FAIRMONT PKWY.
p o •, • �y L PORTS. TEXAS, 77571
_ _ _ _ — _ — _ — — — — dd�0,� .,�615TERF'�'��a�a� �� 281-4 '1-5020; FAX: 281-470-5005 APP'D: P,S �
R 0 W +� ysslONA4•��G,�.. Scole: i
;�(,�,�• DRIFTW JOD DRIVE ,
The seal appearing on BIKE: PATH °ate`
this document WaS JANUP.RY 20H
PAVEMENT MARKER DETAIL authorized by ProjBct No.:
RODNEY LEE SLATON 2ott-asot
NOT TO SCALE P.E. s�2sa, o� STA. 31+50 TO STA. 43+95 .SHEET: —
a_a5� 1 � END Of PROJECT 8
1
l , PAVING
DESIGN THICKNESS OF PAVING
STABILIZED SUBGRADE TO A DEPTH OF
DESIGN STRENGTH OF CONCRETE
I PE AND PLACEMENT OF STEEL:
DRIVEWAYS
I. NU OF DRIVEWAY APPROACHES PROPOSED
II. HAR OUNTY STANDARD DRIVEWAY DETAIL
ON S
APPARATUS AC SRC
❑ REQUIRED A OWN ON SHEETS)
❑ NOT REQUIRED TO
CURB
psi
1. ISLANDS AND MEDIAN QUIRES ARD 6" CURBING
II. ❑ STANDARD 6" CUR PR D
❑ 4" x 12" CURBING EXCEPT AT MEDIANS AND ISLANDS
TRAFFIC SIDERATIONS
I. MEDIAN CUTS
❑ NO MEDIAN CUT OR R ATI S PROPOSED
❑ MEDIAN MODIFICATION E SH ON SHEET
II. LEFT RIGHT T LANE
❑ NO LEFT /RIG RN LANE IS P SED
❑ LEFT /RIGHT LANE IS SHOWN SHEET
III. TRAFFIC ROL PLAN
❑ WOUWD RK FERE W THT TRAFFICY FLOWROP THAT
❑ TRAFFI NTROL SHOWN ON SHEET
IV. TRA SIGNAL
❑ NO FFIC SIGNAL. IS EXISTING / PROPOSED
❑ NG TRAFFIC SIGNAL DEVICES (T.C. BOXES AN OPS)
N ON SHEET
OPOSED TRAFFIC SIGNAL (BY OTHERS)
RAFFIC IMPACT ANALYSIS
NO TRAFFIC IMPACT ANALYSIS IS REQUIRED
❑ TRAFFIC IMPACT ANALYSIS HAS BEEN APPROVED ON DATE: _
IDENTIAL /SUBDIVISION
NAGE SYSTEM TYPE
❑ M SEWER
❑ R IDE DITCH
DESIGN OD USED
❑ CITY OF TON
❑ OTHER
DRAINAGE SYSTEM FALL
❑ TO DETENTION PO
❑ DETENTION POND MA BY _
❑ TO HCFCD DRAINAGE UNIT N0.
❑ TO HARRIS COUNTY E DITCH
ROAD NAME:
❑STATIC W.S.E. ®OU IS __` —_
❑ PROPOSED STOR ER IS SUBMERGE
STORM SEWE TFALL
CAPACITY GATED TO TRACT FROM D, A.
FROM D GE AREA MAP DATED:
PREP BY:
ACT UTFALL RATE: ___—_______—__
'], FLOOD CONTROLbISTRICT CRITERIA
I. DETENTION SUMMARY
STORMWATER DETENTION BASIN ROUTING TABLE
DETENTION BASIN DRAINAGE AREA = _ACRES
PRIOR TO DETENTION:
AFTER DETENTION (IF REQUIRED):
RAINFALL EVENT PROBABILRY
PRE -DEVELOPED PEAK
RUNOFF CFS
POST -DEVELOPED PEAK
RUNOFF CFS
DETENTION BASIN
PEAK OUTFLOW CFS
MAXIMUM WATER
SURFACE ELEVATION
PEAK STORAGE
VOLUME AC -FT
STORAGE RATE
AC -FT PER AC
10% EXCEEDANCE (10-YEAR)
N/A
N/A
N/A
N/A
N/A
N/A
t% EXCEEDANCE (100-YEAR)
N/A
- N/A
N/A
N/A
N/A
N/A
ADDITIONAL CRITERIA FOR PUMPED DETENTION BASINS:
VOLUME OF PUMPEDi% EXCEEDANCE STORAGE VOLUME _ ___AC-Fi _ % OF TOTAL VOLUME
MAXIMUM DESIGN OUTFLOW VELOCITY IMO HCFCD CHANNEL = FT./SEC.
DRAIN TIME FOR BASIN = HOURS BASED ON � HEAD CONDITIONS.
STORMWATER DRAINAGE DESIGN REPORT
REPORT TITLE N/A
REPORT DATE N/A ENGINEERING FIRM N/A
DATE OF ACKNOWLEDGEMENT BY. HCFCD OR fL00DPLAIN ADMINISTRATOR N/A HCFCD PROJECT # N/A
STORMWATER DETENTION FOR THE PROPOSED WORK CONTAINED IN THESE PLANS IS PROVIDED BY OTHER PLANS:
PLAN TITLE
ENGINEERING FIRM - DATE SIGNED BY HCFCD - HCFCD PROJECT
II. HCFCD STANDARD NOTES: SEE SHEEP 3 OF THESE PLANS.
III. HCFCD STANDARD DETAILS: SEE SHEEP OF THESE PLANS.
IV. REFER TO PLAN SHEETS s & s FOR EXISTING AND PROPOSED RIGHT
OF WAY DELINEATION AND COMPLETE RECORDING INFORMATION TO INCLUDE
CLERK'S FILE NUMBERS, TYPE OF ESTATE (e.g., DRAINAGE EASEMENT,
FEE STRIP, ETC.) AND GRANTEE (e.g. COH, HCFCD, PUBLIC, TXDOT, ETC.)
'�' NOTES:
I. COMPLETE ONLY IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION.
II. COMPLETE ONLY IF PROJECT HAS WTMIN R OR IS IMMEDIATELY ADJACENT TO AN EXISTING OR
PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN.
III. COMPLETE ONLY IF PROJECT INCLUDES NEW OUTFALL,BACKSLOPE INTERCEPTOR OR OTHER
RELATED WORK WITHIN AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN.
IV. bOMPLETE ONLY OF PROJECT HAS WITHIN OR IMMEDIATELY ADJACENT TO ff AN EXISTING
OR PROPOSED PUBtJC DRAINAGE CHANNEL OR DETENTION BASIN.
3 COMMERCIAL /..OTHER SITE DRAINA
P SED DRAINAGE AREA
❑ DEVELOPMENT AREA:
❑ R ELOPMENT AREA (AMOUNT INCREASED
IMP US AREA):
DBE E ILTLO _ LIME
FREQUENCY 'k ❑
NEW AREA_—__X___ _____ACRE FEET � ❑
DETENTION REQUIRED �
PROPOSED VOLUME = E FEET
III. OUTFACE
OUTFALI TO ❑ H.C. ROADS( TCH
❑ EXISTING H.C. M R
❑ -0THER
ROADSIDE DITCH OUTFACE•
ALLOWABLE OUTFACE RATE _ __ __—
PROPOSED OUTFACE RATE:
❑ STORM SEWER OUTFACE
CAPACITY ALLOCATED T CT FROM D. P:
FROM DRAINAGE AR DATED:
___ (CFS) PREPARED BY:
— ACTUAL OUTFACE ___—_—_`
_— (CFS) IV. PUMPED D E I CILITIES
VOLUME THAT TY FLOWS: _____�—__
VOLUME THAT LIMPED: --__—_—__--
ENTRANCE CITY INTO ROADSIDE DITCH
OR STOR ER:
Fs PUMP FICATIONS AND OPERATING PLAN
APP SHEET
V. F S RICTOR SIZE
ALL PIPE SIZE:
TRICTOR PIPE .SIZE:
(CFS)
(CFS)
(CFS)
ACRE FEET
ACRE FEET
4, TER AND WASTEWATER
L OF SERVICE PROPOSED
❑ ICIPALITY:
❑ M PAL UTILITY DISTRICT:
❑ OTH (STRICT:
— ❑ PRIVAT TER AND WASTEWATER EMS
❑ PRIVATE R SYSTEM AND IN AL OSSF
❑ INDIVIDUAL .R WELL AND
❑ OTHER: —
IL PROOF OF CAPACITY
5, DESCRIPTION OF PROPERTY STORM WATER UALITY
I. LEGAL DESCRIPTION
A. ACREAGE: N/A I. RUCTION PROTECTIVE MEASURES.
❑ SWP PLAN AND DETAILS ON SHEETS) __ _ .T_
B. ❑SUBDIVISION: N/A II. APPLICABLE( PERMA ENT FEATURES.
❑ EXEMPT NEW D MENT OF LESS THAN 5 ACR �.,EL.
❑ SURVEY &ABSTRACT: N/A r
❑ EXEMPT REDEVELOP OF���T,�R- {� WHERE
TOTAL IMPERVIOUS SUR EXISTING PLUS OSED IS LESS THAN 1 ACRE.
❑ EXEMPT "GRAND FATHERED' N EXIS TORM SEI ER LINE.
C. ADJACENT ROADS: DRIFTWOOD BETWEEN FAIRMONT PARKWAY ❑ STORM WATER QUALITY PERMIT NT FOR THIS 'ROJECT IS COVERED
& SPENCER HIGHWAY
BY -------------- >k �.
❑ LETTER FROM DIS ORIZING SERVICE II. PLATTING ❑ "STORM WATER QUALITY MAN T 'INCLUDED. �WQMP SITE PLAN ON
AND CONNECTIO A. SUBDIVISION PLA7 SHEETS) __________ __________ ___ _
❑ TCEQ APPROV OR WATE TEM AND ❑PROPOSED PLAT / REPEAT
PERMIT FO STEWATER SY ❑RECORDED PLAT / REPEAT III. PERMANENT STORM R UALITY FEATURES.
❑ OSSF SU SION PLANNING R T PLAT NAME: ________________________—__ ❑ VEGETATIVE C S USED: FILTER STRIP, GRASSY �' URBAN FORESTRY)
PLAT NUMBER _______ (
----�-------- DETAILS A LCULATIONS APPEAR ON SHEETS) ____ _ ___
❑ NO PLAT REQUIRED ❑ POND TURE USED (WET DRY WETLANDS) DETAILS
��� AMOU F FLOW B. STREETS PROPOSED
❑ PUBLIC
❑ IDENTIAL• LOTS OR ❑PRIVATE
OMMERCIAL• AVERAGE DA LOW ❑ PUBLaC &PRIVATE
OTHER: ❑ NONE
III. JURISDICTIONS
NOTES: � ❑ CITY OF HOUSTON
I. COMPLETE FOR ALL PROJECTS - ® CITY OF LA PORTE
11. COMPLETE FOR ALL PROJECTS.
III. COMPLETE ONLY IF TCEQ DISCHARGE PERMIT IS PROPOSED � ❑ ETJ, CITY OF HOUSTON
❑ ETJ, CITY OF
❑ NO ETJ
IV. HCAD ACCOUNT NOS (ALL)
N/A HCPID SIGNATURE BLOCK
$, FLOOD PLAIN STATUS 9, ORK IN HCFCD RIGHT-OF-WAY'
I. GENERAL INFORMATION
FIRM PANELS) FOR PROPERTY: 48201C0945L WOK 0 8 E OR D I C A E
FIRM PANELS) DATE:. JUNE 18, 2007 ❑ FALL
STATUS OF PROPERTY ON MAP ❑ CROSSING
❑ ENTIRELY LOCATED IN UNSHADED ZONE "X" ❑ R Y BRIDGE /CULVERT CROSSING
® LOCATED PARTIALLY IN ANY "A" ZONE OR SHADED ZONE "X", ❑ FILL ITY
DELINATE FLOODPLAIN BOUNDARY ON CONSTRUCTION DRAWINGS ❑ REHAB ION OF CHANNEL
(DRAINAGE LAYOUT PG. N0.__NN/A) (BASE FLOOD LEVEL_N1A _) ® MAINTEN
❑ LOCATED ENTIRELY IN ANY "A" ZONE OR SHADED ZONE "X", ❑ TEMPORAR OSSING
(INDICATE BASE FLOOD LEVEL_—____—_) ❑ OTHER
❑ LOCATED IN THE 10—YEAR FLOODPLAIN
❑ LOCATED IN CYPRESS CREEK LOMR 08-06-2369P
(INDICATE BASE FLOOD LEVEL_—_—__—)
❑ SITE REMOVED FROM FLOODPLAIN BY COMA 1I. PERMIT
OR LOMR-F CASE N0._`_—____________ ® US ARMY CORPS ENG ATfONWIDE
❑ OTHER NOTE: PERMIT �NUMBER(S) _ _____
CITY OF LA PORTE IS FLOODPLAIN ❑ US ARMY CORPS OF S INDIVIDUAL PERMITS
ELEVATION INFORMATION ADMINISTRATOR. ❑ OTHER
BENCHMARK USED ❑ NO PERMITS RE
® .HARRIS COUNTY FLOODPLAIN REFERENCE MARK EXPLAIN:
❑ HARRIS—GALVESTON COASTAL SUBSIDENCE DISTRICT
BENCHMARK (FOR COASTAL AREAS)
DESCRIPTION OF BENCHMARK INCLUDING ELEVATION DATUM AND
YEAR OF ADJUSTMENT (2001 ADJ.) FLOODPLAIN REFERENCE MARKER
060020. ELEVATION 12.97. LOCATED ON F216 BRIDGE ALONG
FAIRMONT PARKWAY.
II. EFE E SIS O D E( 0
❑ ONMENTAL CONSULTANT REPORT
II. FLOOD PLAIN DET RMwannM AAS D ON GROUND ELEVATION 1A — ____ _
EPORT TITLE _ ___—___—_____
❑ PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD .LEVEL REPORT DATE _—_—�—
AND IN SHADED ZONE 'X"-----------
® PROPERTY LIES PARTIALLY OR ENTIRELY BELOW THE BASE FLOOD OTHER —___—_
LEVEL _-------------
.III. FLOODPLAIN STORAGE SUMMARY (APPLIES ONLY TO PORTION OF (AND LOCATED WITHIN
Fl00DPLAIN AS DELINEATED BY FIRM PANEL). .
A. TOTAL VOLUME OF MATERIAL PROPOSED TO BE PLACED WITHIN THE FIRM ��'
DELINEATED FLOODPLAIN (FILL, BASE, CONCRETE, ASPHALT, ETC.): I. -III• REQUIRED ON PROJECTS WRH WORK IN A HCFCD CHANNEL.
i.e., BELOW ELEVATION 14.2 (2001 ADJ.) O CUBIC YARDS PLEASE REFERENCE SECTION 17 OF THE FLOOD CONTROL DISTRICT
POLICY, CRITERIA, AND PROCEDURE MANUAL FOR MORE INFORMATION.
B. .TOTAL VOLUME OF MATERIAL PROPOSED TO BE REMOVED FROM THE FIRM
DELINEATED FLOODPLAIN:
i.e., BELOW ELEVATION 14.2 (2001 ADJ.) 12 CUBIC YARDS
J�OTES:
1. COMPLETE FOR ALL PROJECTS
II. COMPLETE ONLY IF PROJECT IS ADJACEM TO 100-YEAR FLOOD PLAIN
fV. LILUMK RtG1UIRED
VERIFIED BY:
HARR:I S C OLT��TTY
PUBLIC INFRASTRUCTURE DEPARTMENT
EXPRESS �;EVIEW SHEET
VERSION 11:0 AUGUST 4, 2009
-__ _ --- I
V. UNOBSTRUCTED VISIBILITY EASEMENT (U V E,�
❑ REQUIRED AND SHOWN ON SHEETS)
® NOT REQUIRED
KEY MAP ®page(s)_ 539 & 579 _____
� CPC 101 FORM MAY BE REQUIRED
1 Q SITEWORK SUMMARY
HARRIS COUNTY ADMINISTRATN DATA
(THIS SECTION TO BE FII I FD OUT BY HARRIS COUNTY REVIE1NFTr1
CRITICAL FACILITY ❑YES ❑ N0
❑ STORM WATER QUALITY
❑ DETENTION
❑ DRAINAGE SWALE
❑ CUT_—CU.YDS, /FILL—CU.YDS.
❑ FILL PLACEMENT --_—__#ACRES
❑ ORGANIZED SEWER ❑PUBLIC ❑PRIVATE
❑ ORGANIZED WATER ❑PUBLIC ❑PRIVATE
❑ UNDERGROUND UTILITIES (COMBINATION WATER/SEWER)
❑ PAVING ❑PUBLIC ❑PRIVATE
❑ DRIVEWAY WITH CULVERT___ CURB AND GUTTER—_ TXDOT—
❑ CULVERT—_
SEPTIC ❑ NO ❑EXISTING ❑PROPOSED
❑ OTHER ------. — ---_-------
SIGN CLASSIFICATION
LOCATED IN:
❑ ETJ
❑ SCENIC DISTRICT
❑ TOLL ROAD
EASEMENT AUTHORIZATION
❑ LETTERS _ ------------------
1 URB RAMPS /SIDEWALK
CURB ROPOSED ❑YES ❑ NO
� SIDEWALKS ED ❑ NO
A. HOME BULL ❑YES
B. DEVELOPER YES
C. H.O.A:
D. OTHERS
12 L GAPING
UIRED AND SHOWN ON SHEETS) —_
NOT REQUIRED
NOTES:
A PERMIT IS REQUIRED FOR' EACH SCOPE OF WORK ON SITE.
A NOTIFICATION IS REQUIRED FOR EACH SCOPE OF WORK IN HC OR HCFCD ROW.
REFER TO www eng hctx net/permits FOR EACH SCOPE OF WORK IN HC OR IN
HCFCD ROW. I
o
> AND CATIONS
AP ON SHEETS) ____________
DRODYNAMIC TYPE SEPERATOR MODEL: ______ _
OTHER(S):
�19IES;
1 - II REQUIRED ON ALL PROJECTS, III IF NOT EXEMPT OR "GRANDFATHERED"
INCLUDE: PROJECT TITLE, HARRIS COUNTY PROJECT NUMBER, AND SWO PERMIT I JMBER, OR
-THE NAME OF THE PERMITTING AUTHORffY IF OTHER THAN HARRIS .COUNTY.
.PROJECT NAME:
DRIFTWOOD BIKE TRAIL PAVEMENT MARKING
WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES LISTED BLOW:
ENGINEERING DIVISION
BY INTERPOSE NO OBJECTION DATE
BY AS TO PAVING AND OR DRAINAGE ONLY DATE
BY AS TO LOCATION OF ITEMS IN COUNTY RIGHT OF WAY DATE
BY AS TO STORM WATER QUALITY DATE
ADDITIONAL ,COMMENTS:
HARRIS COUNTY FLOOD CONTROL DISTRICT
/�//'/� INT/E�RPOS �JJpEJECTION
BY i� `�G�� /J_�/,ems✓ DATE 3-� -_,!.
FOR ITEMS LOCATED OUTSIDE OF HCFCD RIGHT-OF-WAY �`�'
APPROVED:
BY � DATE
FOR ITEMS LOCATED WITHIN EXISTING HCFCD RIGHT-OF-WAY
APPROVED:
BY DATE
FOR ITEMS LOCATED WITHIN PROPOSED HCFCD RIGHT-OF-WAY '
ADDITIONAL COMMENTS:
THE PROJECT WAS REVIEWED, HOWEVER, THIS DOES NOT MEAN THE ENTIRE PROJECT, INCLUDING ALL SUPPC 1TING DATA
BY A PROFESSIONALHENGINEER LI�ENSEDETO PRACTICE INDTHERSTATE OFETEXAS�WIHCH THE EIFORE CONTVEY: THE ENGINEER'S
RESPONSIBILITY AND ACCOUNTABILITY. THIS DOES NOT RELIEVE ANY PARTY FROM COMPLYING WITH APPROPRB 'E FEDERAL, STATE
AND LOCAL ENVIRONMENTAL RULES, LAWS, AND REGULATIONS AND ANY OTHER LEGALLY ADOPTED REGULATIOt OR ORDINANCE
RELATED TO LAND DEVELOPMENT. IF THE CITY SIGNATURES ARE REQUIRED BY ORDINANCE, COUNTY PERMITS 9Ll NOT BE ISSUED
.UNTIL SUCH SIGNATURES ARE OBTAINED. THESE SIGNATURES ARE VALID FOR A MAXIMUM OF TWO YEARS.
ENGINEER'S CERTIFICATION
I RODNEY SLATON A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, DO HEF_BY CERTIFY THAT THE
INFORMATION PRESENTED ON THIS SHEEP IS TRUE AND CORRECT TO THE BEST OF MY KNOW(=DGE AND THAT I AM
NOT VIOLATING ANY PROVISION OF THE CURRENT TEXAS ENGINEERING PRACTICE.ACT AND RUL :S CONCERNING .THE
PRACTICE OF ENGINEERING AND PROFESSIONAL ENGINEERING LICENSURE.
.ANY VIOLATIONS WILL BE FORWARDED TO THE HARRIS COUNTY DISTRICT ATTORNEY'S OFFICE F �R PROSECUTION.
.THE COMPLETED PROJECT CONSISTS F DRAWING�SjHE�ET_S 1 THRU 9 ,
SEAL SIGNATURE DATE
R E V I S I O N S
)ATE SHEET N0. DESCRIPTION H.C. APPROVED DATE
----
N0. 2011146
SHEET NUMBER
9 OF s