HomeMy WebLinkAboutGREEN CREST PLANS (AS-BUILT)LA PORTE, HARRIS COUNTY, TEXAS
INDEX OF SHEETS:
1. EXI REVIEW SHEET
2. COVER SHEET
;3-1=L.A -r-
5. C5 DRAINAGE AND PAVING
6. C6 DETENTION POND OUTFALL
7, C7 SANITARY SEWER AND WATER
8,
C8
FOXGLOVE STA:0+00
TO
5+00 PLAN AND
PROFILE
9.
C9
FOXGLOVE STA:5+00
TO
10+00 PLAN AND
PROFILE
10,
C10
BLAZING STAR
STA: 0+00
TO 5+00 PLAN
AND PROFILE
11.
C11
BLAZING STAR
STA:5+00
TO 10+00 PLAN
AND PROFILE
12
C12
BLAZING
STAR
(EAST
&
WEST)
PLAN
AND
PROFILE
13.
C13
NORTH
''L'' STREET PLAN AND
PROFILE
14,
C14
POND
DRAINAGE
STA:
0+00
TO
5+00 PLAN AND PROFILE
15.
C15
POND
DRAINAGE
STA:
5+00
TO
10+00 PLAN AND PROFILE
16,
C16
POND
DRAINAGE
STA:
10+00
TO
15+00 PLAN AND PROFILE
+
+1
PLAN
AND
PROFILE
• M- -
G .►
21
O L- .
NOTES
PAVEMENT
DETAILS
PAVEMENT
SANITARY
.,♦ . SEWER
G.MSEWER DETAILS
CONTROL28. C28 WATER LINE DETAILS
VICINITY MAP
KEY MAP:539 S
THIS IS TO CERTIFY THAT THE CITY PLANNING DEPARTMENT OF THE CITY OF LA PORTE,
TEXAS HAS APPROVED GREEN CREST SUBDIVISION, IN CONFORMANCE WITH THE
ORDINANCES OF THE CITY OF LA PORTE THIS ----- DAY OF -------------, 2005.
----------------------------------------------------------
DIRECTOR, LA PORTE
PLANNING DEPARTMENT
LA PORTE CITY ENGINEER
B o : 83065
ec�?�S
Civil Concepts, Inc.
3425 FEDERAL STREET
PASADENA, TEXAS 77504
OFFICE: 713.947,6606
FAX; 713,947.6609
WWW,CIVILCONCEPTS.COM
ARCHITECTS, CONSTRUCTION MANAGEMENT,
LAND SURVEYING
PROJECT NO: 107-98
RECEIVED
JAN 0 6 2005
PLATING DEPT.
l
0
STM,SWR, M,H.---Z
TOP 26.13
24" FL 21.21
30 FL 19.80
STM,SWR,MM.
TOP 26.34
24" FL 21.45
30" FL 19.39
RESERVE A
W.G.S. LLC.
SEE SHEET C6-27 FOR -
DETENTION POND DRAINAGE
OUTFALL FL 21.40
SEE DETAIL THIS PAGE
6,700 SQ FT
PYRAMAT HPTRM
IN BOTTOM OF POND
LO T 411
FOURSEES JOINT VENTURE
LO T 410
THOMAS F HELENBERG
53' O 24" RCP 0 S•0.157
WITH 18" RESTRICTOR
71
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35' OF 24" RCP
a S•0.2X
GENERAL NOTEI
SIDE SLOPE OF DETENTION POND TO BE 50
SEE SHEET C6-27 FOR
DRAINAGE OUTFALL
STM MH
FL 20.46
r
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DATE
DESCPoPTION
1
3/301051
COUNTY REQLINES
2
4/27/06
COUNTY REOLINES
3
5/19/05
CITY REDLINES
4
6/0V05
CITY REDLINES
5
7/20/05
.STREET NAME
6
8/OVOS
MD.S. UNIT
7
8/16/05
COUNTY REDLINES
8
8/31/05
FINAL APPROVAL
9
12/19/05
I AS-SU4.TS
SIMMON$;
83065 :Q4
DRAINAGE .;.
& PAVING
& SWQMP SITE
PLAN
DATE, 01/17/05
SCALE= 111• 60'
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LEGEND
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SANITARY SEWER DOUBLE SERVICE - - -
I -
SANITARY SEWER SINGLE SERVICE - - -
I -
WATER LINE DOUBLE SERVICE •-•-•--•-•
WATER LINE SINGLE SERVICE - - - --�
NOTE.,
ALL FIRE HYDRANTS SHALL A MIN, OF 3'
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DATE
DESCRIPTION
1
3/30/05
:OUNTY REDLINES
2
4/27/05
MUNTY REDLINES
3
5/t9/05
CITY REOLKES
4
s/ovos
CITY REDLINEs
5
7/20105
STREET NAME
6
8/OVOS
A.O.S. UNIT
7
8/t8/05
.OUNTY REDLNES
8
8/3L05
FINAL APPROVAL
9
12/19/OS
AS-SULTS
.a. S .Iirl0Ns...
8: 065
SAN TARY
SE NER
AND HATER
PL ANS
DATEI I1/17/05
SCALE
111• 60'
PROJEC'
• 107.98
SHEET
SAN MH
STA, 0.72.7
TOP 26.50
FL 17.50 (PROPOSED)
FL 17.00 (EXIST)
STOFL 17,24
APPROACH SHALL BE
2" HOT MIX ASPHALT CAP
W/ 10" OF STABLIZED BASE
0+00
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24" RCP
FL 24,29
50' BORE
8" SDR26
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TYPE "H-2" INLET O , TOP 27,22 Tpp 27.27
STAt 4.09.1
7 TOP 26.28 TOP 26,481 o A F 18.97 N FL 19.13
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STAI t 47,5 END 6" CONC, CURB STAT 4.09,1 SOUTHEAST CORNER OF SUBJECT PROPERTY
TO 0" CONC, CURB TOP 26.28 ELEVATION 28.84 mm
"VALVE OVER A 10' SPAN FL 22.64
TOP 26.52 NOTE, ALL WATER LINES SHALL HAVE A MINIMUM
8 9z
— — — I — — f L 22.66 — — — - 4' OF COVER FROM THE TOP OF THE PIPE,
- - - - - - - - - - - - - - - - - - - - - - - -
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ALL MANHOLES COVERS IN CONC. PAVEMENT SHALL
5' IDEWALK HAVE GASKETS AND BE BOLTED DOWN
CENTER 1-MIN. 18' C-900 PVC ON SANITARY SEWER LINE
USE CEMENT STABILIZED SAND BACKFILL (MIN.2.5 SACKS
TO CEMENT PER CUBIC YARD OF SAND) FOR SANITARY
P XX.XX AS-BUILTS SEWER LINE FROM 6" ABOVE TO 6" BELOW SANITARY
SEWER FOR ONE 20' JOINT CENTERED ON WATERLINE
2+00 3+00 4+00 5+00
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28
28
f
3 30/05
COUNTY REDLINES
2
4 27/05
COUNTY REDLINES
0
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N
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SLOPE 0,45%
TOP OF CURB
TOP OF PVMT
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5 t9/05
CITY REDLINES
4
6 DVOS
CITY REDLINES
2
2 6
5
6
0 /3V0
t: "29/05
FINALAPPROVAL
AS -ONUS
75'
RCP CULVERT
OF 24"
FILL AND
TO 95X
AROUND
SAND
COMPACT
COMPACTION
STABILIZED
4.
24
8" C-900
-----•.
WATERLINE
------.
-
-........................................................
28'
OF 24" RCP-
0
0 S-0.2%
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1 STAI 5.98.1 TYPE H-2"INLET /
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B V TOP 26.63 nl I� S At g p 1
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ELEVATION 28.84
NOTE= ALL WATER LINES SHALL HAVE A MINIMUM
4' OF COVER FROM THE TOP OF THE PIPE,
ALL MANHOLES COVERS IN CONC, PAVEMENT SHALL
HAVE GASKETS AND BE BOLTED DOWN
®
CENTER 1-MIN. 18' 0.900 PVC ON SANITARY SEWER LINE
USE CEMENT STABILIZED SAND BACKFILL (MINT 2.5 SACKS
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2 1/27/05
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6 3/31/05
7 2/19/05
DESCRIPTION
COUNTY REDLINES
COUNTY REDLNES
CITY REDLINES
CITY REDLINES
STREET NAME
FINAL. APPROVAL
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STA: 0+00
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OATE1 01/17/05
SCALE,
HORZ.t T'- 20'
VERT.: T-2'
ROJECT • 107-98
iEET MOM
3/30/05
4/27/05
5/19/05
6/OV05
.AN & PROFILE
_AZING STAR
DRIVE
STA, 5+00
TO 10+00
DATE+ 01/17/05
SCALE,
HORD V- 20'
VERT.1 1"-2'
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TYPE H INLET
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I TYP� '�I-2" INLET \ � � ' ' \� I j
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WATE -LINE y j WATERLEADS
PI i BENCHMARKI RAILROAD SPIKE IN TELEPHONE POLE AT THE
EL 26,26 1 SOUTHEAST CORNER OF SUBJECT PROPERTY •,
\ PI I I TYPE "H-2" INLET i I ELEVATION 28.84
\ EL 26.60 0� 50 I I I ( STAI 9.36.3-�/
co
TOP 26,47 TOP 26.20 r i NOTEI ALL WATER LINES SHALL HAVE A MINIMUM
I- I od\ TYPE -09.0 INLET I FL 22.29 FL 22'31 SAN MH �' I I I 4' OF COVER FROM THE TOP OF THE PIPE.
\ i p STA17..54-------------- - -----------_
In ♦ TOP 26,54(- fi (- I TA19.35.7 •^-.1 „� I fi?S' ALL MANHOLES COVERS IN CONC. PAVEMENT SHALL
\\ m o FL 21,97 I I 5 B. L TOP 26.70 p -• 1 HAVE GASKETS AND BE BOLTED DOWN
I l SAN MH N a TOP 26.63 I FL 20.65
STAI 6.65.7 �� a f FL 21.95 I I TOP 26,33 (n In
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TOP OF BANK 27.90
. o0
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TOP XX,XX m SEWER LINE FROM 6" ABOVE TO 6" BELOW SANITARY
FL XX.XX A5-BUILTS m SEWER FOR ONE 20' JOINT CENTERED ON WATERLINE
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70' OF 24" RCP
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42" RCP a S-0.15% o S•0.25% - - •" T220' OF 36" RCP o S•0.15% - - 165' OF 8' SDR26 5.0.33/,
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2 4/I )/05 COUNTY REDLINES
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4 8/ V05 CRY REDLINES
STREET NAME
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BL. ZING STAR
COURT
ATEI 01/17/05
ORZ.I 1"• 20'
VERT.I 1"•2'
PP )JECT
• 107-98
SF :ET C12,28
TOP OF BANK
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1+00
I
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27,90 I I
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HIGHPOINI Ir -- I
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TYPE "D" I —
GRADE INLET I APPROACH SHALL BE
I 2" HOT MIX ASPHALT CAPR
: W/ 10" OF STABILIZED BASE
, 1
W/ 2'FEATHERD END " WA VALVE
L RCP 8" TAP AND SLEEVE 24" RCP
FL 24,14
FL 24.29 75' OF 24" RCP VALVE
2'SAW CUT 0 S-0,2%
NORTH
50' BORE FOR
8" SDR26
SAN, MH, EXIST SAN 2.65,3
STAt 2.59.2 TOP 26.50 TOP 27.46
TOP 17.04 FL 17,50 (PROPOSED) 8" FL 17,24
FL 17,04 FL 17.00 (EXIST)
AT SAN MANHOLE BACK FILL
DITCH TO EL•26.00 WITH A
957 COMPACTION AND INSTALL
35' OF 24" RCP 0 S•0.2%
2+00 3+00
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75' OF � S:ORZP
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TOP 25,43 TOP 27.50
8" FL 18.06 FL 18.05 (PROPOSED)
FL 16,33 (EXIST)
AT SAN MANHOLE BACK FILL
DITCH TO EL•27AD WITH A
957 COMPACTION AND INSTALL
3WOF 24" RCP 0 S•0,2/,
5+00
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S A:5.57.61 1 B" WATER HALVE
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VALVE
BENCHMARKI RAILROAD SPIKE IN TELEPHONE POLE AT THE
SOUTHEAST CORNER OF SUBJECT PROPERTY
40' BORE FOR ELEVATION 28.84
8" SDR26
NOTE( ALL WATER LINES SHALL HAVE A MINIMUM
W OF COVER FROM THE TOP OF THE PIPE.
ALL MANHOLES COVERS IN CONC.PAVEMENT SHALL
HAVE GASKETS AND BE BOLTED DOWN
E ICENTER 1-20' C-900 PVC ON SANITARY SEWER LINE
USE CEMENT STABILIZED SAND BACKFILL (MIN. 2.5 SACKS
CEMENT PER CUBIC YARD OF SAND) FOR SANITARY
SEWER LINE FROM 6" ABOVE TO 6" BELOW SANITARY
SEWER FOR ONE 20'JOINT CENTERED ON WATERLINE
NOTE: AUTHORIZATION NOTICE ISSUED BY HARRIS COUNTY
PUBLIC INFRASTRUCTURE ENGINEERING DEPARTMENT PERMIT
OFFICE REQUIRED PRIOR TO CONSTRUCTION OF UTILITIES
OR LEFT TURN LANES WITHIN HARRIS COUNTY RIGHT-
OF -WAY. CONTACT HARRIS COUNTY PERMIT OFFICE
(713-956-3000)
6+00 T°� �XX AS-BUILTS
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COUNTY REDLINES
0
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COUNTY REDLINES
TOP OF EXIST. ASPHALT PAVEMENT
pz
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y
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75'
4
OF 24" RCP
S•0,2%
TOP OF EXIST. ASPHALT PAVEMENT
TOP OF EXIST, ASPHALT PAVEMENT
75'OF 24"
a S•D,2%
RCP
t 19/05
CITY REDLINES
1 OV05
CITY REDLINES
26
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FINAL APPROVAL
t '19/05
As•Bun.Ts
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18
EXIST. 15" SAN.
SOUR.
EXIST, 75"
SAN,
SOUR.
1 6
STREET
>ATE:01/17/05
1 6
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3TA: 0+00
TO 5+00
DATE, 01/17/05
SCALE,
HORZ., V- 20'
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'0 10+00
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OJECT • 107-98
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TOP 23.50
FL 19.68
575' OF 36" HDP S•0.15% 1
—25 DE & U.E.
LA ORTE INDEPE DENT
12+00
DIVISION
SCHOOL
STM MH W/
GRATE P
$TA+ •32.2
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W FL 19.60
EFL18.58
•
DIS ICT
13+00
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23.04
19.35
14
00 350' OF 36" HDPE S•0L75%
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REVISIONS
Q DATE DESCRIPTION
1 . '30/05 COUNTY REDLINES
'27/05 REDLINES
26
3
4
5
6
COUNTY
C17Y REDLINES
ADJ. STORM TOP ft,
FINAL APPROVAL
AS-SUALTS
R8/05
' 120/05
26
/31/05
/23/O5
NATURA! GROUND
Sao
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24
22
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75'
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S•0.15%
20
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20
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36" HDPE
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18
PL %N & PROFILE
)ETENTION
PO JD DRAINAGE
18
IR �
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16
;TA: 10+00
TO 15+00
DATEt 01/17/05
16
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SCALEt
HORZ.t 1"- 20'
VERT.t T'• 2'
F 20JECT • 107-98
S iEET C16.28
14
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12
STANDARD H.C.F.C. NOTES FOR CONSTRUCTION DRAWINGS
1. Notify the Harris County Flood Control District• Property Management Department in
writing at least 48 hours prior to construction. Submit the HCFCD 48 hours prior
I
to construction. Submit the HCFCD 48 hour pre -construction notification farm
and O copy of the approved construction drawings to HCFCD. 9900 Northwest
Freeway, Houston, Texas T7092. Attn: Property Management Dept.
—1
2. Engineer shall submit certificotion letter and record drawings to the Harris County
=�
Flood Control District. Property Management Department. and requesting
r—
M E A D W
inspection of items constructed in Harris County Flood Control District right-of-
way. Prior to requesting inspection. the drainage right-of-woy and/or easements
shall be stoked and flagged.
'
3. Protect. matntoin. and restore existing bockslope drainage systems.
/ n
4. Sockslope Swale and interceptor structure elevations and locattons shown on plans are
opproxtmate. Final elevations and locations shall be field verified by the engineer
0�
prior to installation.
350' OF 36" HOPE Q 5.0,15%
5. Establish turf gross on ail disturbed areas within the channel or detention
right-of-way. except the channel bottom and where structural erosion measures
ore used. Minimum acceptance criteria ore 75% coverage of live Bermuda grass
and no erosion or rills deeper than 4".
1.
6. Bockfill in accordance with the Harris County Flood Control District Standard
Speciftcotion Section 02315 13/32 Excavating and Bockftlltng. or equivalent.
7. Excavate Channel flowline to design elevation as shown on plans and downstream. OS
necessary. to ensure no water in storm sewer during "dry" conditions.
8. Maintain flow In channel during construction and restore channel to original condition.
9. Remove all excavated material form the Harris County Flood Control District or
drainage right-of-woy. No fill is to be placed within a designated flood plain area
without first obtaining o fill permit from the appropriate jurisdictional authority.
10. Obtain and comply with all applicable City. County. State. and Federal permits and
approvals. with assistance from Engineer, it necessary.
ME
24
MA
ON
RM
PARK SUBDIVISION
STM MH-
STAt 16.78.8
TOP 23.00
FL 18.06
TOP 23,65
FL 18.05
j 25' DE & U.E.
--------------- -------------
LOT 14
'Z/ 32' OF e S 0015%�
15+00
14 I I I I I M
E INDEPENDE
OL ISTRICT
OF 36" HOPE o S-0,
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GRASS -COVERED
RIP -RAP (SEE SHEET
/
21-27 FOR DETA)U
UNIT NO, 8106-05-00
RECORDED IN PLAT OF
VILLA DEL RANCHO
(OL, 270. PG. 95, HC,M,R,
" 50' DRAINAGE ESMT, RIGHT OF WAY
-.---- -'---.-.-._-.----
-BUILD OUTFALL PER STANDARD
HCFCD OUTFACE (S EET C21-27)
•,D,6
FL18.00 VILLA DEL RANCHO
FL
FL 18,06 SUBDIVISION
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R,OX
32' OF 36" CGMP
0 S-0.15%
OUTFALL
STAi 17.10.6
FL 18.00
GRASS -COVERED
RIP -RAP
TOP XX,XX
FL XX,XX
AS-BUILTS
3
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26
24
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16
14
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