HomeMy WebLinkAboutLYNN'S BARBER SHOP SITE PLAN_- - -- -
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IS 111-AL 912,4C-E5 PI?�vID�D
LEMD
I-J
HYDROANLCH SEEDING
STABILIZED CONSTRUCTION ACCESS
FILTER FABRIC BARRIER
fOORR STAB aANDD p 1 IEiS
�O .�.►
DIVERSION SWALE-
�-
REINFORCED FABRIC BARRIER
®
CONCRETE TRUCK WASHOUT AREA
X--(F>-K
REINFORCED FILTER FABRIC
®
LANDSCAPE AREA
61406 5 fE r-ER 14tj•/Y.
Lot 2q DLOCk: e-
r�P - NVq ICK FLACF- 1
</eqL. 42 PC-( 64. 1.1-C.M•I2.
Lr101JARD FLARF-gy
N-C.C.r. 4� Ng28(21
SWPPPCONSTRUCTION NOTES -
I. Contractor shall implement inlet protection devices and Reinforced Filter Fabric barrier
along road and side ditches at locations shown on the typical Storm Water Pollution `'�•„
Prevention (SWPP) plans to keep silt and /or excavated materials from entering into the
storm water inlets and ditches eventually polluting the receiving storm.
2. During the excavation phase of the project, Contractor shall schedule the work in short
segments so that excavated material can be quickly hauled away from the site and to
prevent it from staying uncollected on the existing pavement. Any loose excavated material
which falls on pavements or driveways shall be swept back into the excavated area.
3. Contractor shall clean up the existing street intersections and driveways daily, as necessary,
to remove any excess mud, silt or rock tracked form the excavated area.
4. Contractor shall follow, good housekeeping practices during the construction of the project•
always cleaning up dirt and loose material as construction progresses.
5. Contractor to inspect and maintain the areas listed below at least once every fourteen (14)
calendar days and within 24 hours of the end of a storm event of 0.5 inches or greater.
• Disturbed areas orthe construction site that have not been finally stabilized.
• Areas used for storage of materials that are exposed to precipitation.
• Structural control measures.
• Locations where vehicles enter or exit the site.
6. Contractor to be responsible to maintain existing ditches and /or culverts for unobstructed
drainage at all times. Where sodding is disturbed by excavation on backfilling operations.
such areas shall be replaced by seeding or sodding. Slopes 4: 1 or steeper shall be replaced
by block sodding.
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44619
--
LEGEND
EXISTING
PROPOSED 1
-
CONTOUR
- --�
SPOT ELEV.
xryhoo
xti`'�
STORM SEWER"'.
SANITARP $0i0
WATER LIKE
o
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CURB. I Ff
MANHdLE
'
GATE VALVE
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POWER POLE
OPA
L.P.
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OL.P.
■
CATGH AASIN
0
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F/L
T.G.
TOP OF. CRATE
T.G.
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INVOT
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F.F.
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TOP` OF CUP
T•G.
I, Charles E. Bates; am registered under the laws of the State of Texe
practice the profession of surveying and hereby certify that the abov(
plan is true and correct; and that all bearings, distances, curve radii a
central angles are accurately shown on the plat.
CHARLES E. BATES
Texas, Registered Professional Land Surveyor No. 4110
NAME OF DEVELOPMENT: Lynn's Barber Shop
TYPE OF DEVELOPMENT: Commercial Building
OWNER: Morris Lynn Owens
BUILDERS: To be determined
ZONED: Gen. Commercial, GC
JOB ADDRESS: 9414 Spencer Highway, La Porte, Texas 77571
This is to certify that the City of La Porte, Texas, has approved this site plan and
development of Lynn's Barber Shop in conformance with the laws of the State of I
and t e ordinances of the City of LaPorte.
645
iDirector, P-0 inch leyartmeaT
This property lies in Flood Zone "X" as shown on the flood insurance rate map -
community panel No. 48201CO940L map revised 6-18-07.
Elevations are based on mean sea level N.O.A.A. 1988 NAVD releveling, with 2001
adjustments.
10001b MAjI6KRY I✓ GLA55 FfWLIC•f J 6091cK46LAr55)
LEGAL DESCRIPTION
10,677.15 SQUARE FEET OR 0.2451 ACRES OF LAND BEING ALL
OF LOT 30, BLOCK 2, OF SPENWICK PLACE, SECTION ONE, AS
RECORDED IN VOLUME 42, PAGE 64, OF THE MAP RECORDS
OF HARRIS COUNTY, TEXAS, IN THE WM. M. JONES SURVEY,
A4821 CITY OF LA PORTE, HARRIS COUNTY, TEXAS
Revision I BY
Drawn
CB
Date
Jan.2008
Scale
i"=10
G.F. No.
7235 -01- 113G
Job No.
2006-1009
Sheet
C=1
08 - ?AQ
l , PAVING
I. DESIGN THICKNESS OF PAVING
11. STABILIZED SUBGRADE TO A DEPTH, OF
III. .DESIGN STRENGTH OF CONCRETE -psi
IV. TYPE AND PLACEMENT OF STEEL:.
NOTES:
I - IV TO BE COMPLETED ONLY IF PAVING IS TO BE ACCEPTED BY HARRIS COUNTY
DRIVEWAYS! .. ..
1. NUMBER OF DRIVEWAY APPROACHES PROPOSED: -i-15-e—onjeq
II. HARRIS COUNTY STANDARD DRIVEWAY ON SHEET lai
DETAIL APPEARS
A
NOTES
I — If TO BE COMPLETED ONLY IF PROJECT ENTAILS CONSTRUCTION OF DRIVEWAYS
AT TIME OF DEVELOPMENT
FIRE APPARATUS ACCESS ROAD
IXI REQUIRED AND SHOWN ON SHEET(S)
❑ NOT REQUIRED DUE TO
CURBING EXISTING
1. ISLANDS AND MEDIANS REQUIRE STANDARD 6" CURBING
11. [9 STANDARD 6" CURBING PROPOSED
❑ 4" x 12" CURBING PROPOSED
❑ 6" OR 4" x 12" ALLOWED EXCEPT AT MEDIANS AND ISLANDS
TRAFFIC CONSIDERATIONS
1. MEDIAN CUTS CURB CUTS ARE EXISTING AND UNCHANGED
(R NO MEDIAN CUT OR RELOCATION IS PROPOSED
❑ MEDIAN MODIFICATIONS ARE SHOWN ON SHEET MQ
11. LEFT HAND TURN
0 NO LEFT TURN LANE IS PROPOSED
❑ LEFT TURN LANE IS SHOWN ON SHEET lvo
ill. TRAFFIC CONTROL PLAN
(� NO WORK IN THE RIGHT OF WAY IS PROPOSED THAT
WOULD INTERFERE WITH TRAFFIC FLOW
❑ TRAFFIC CONTROL SHOWN ON SHEET KID
IV. EXISTING TRAFFIC CONTROL
❑ DEVICES SHOWN ON PLANS (T.C. BOXES AND LOOPS)
NOTES;
I - III TO BE COMPLETED FOR ALL PROJECTS
2. SUBDIVISION DRAINAGE
I. DRAINAGE SYSTEM TYPE N/A: THIS IS ON A
IN STORM SEWER RESTRICTED RESERVE
❑ ROADSIDE DITCH
11. DESIGN METHOD USED
❑ CITY OF HOUSTON 2 )Lf a'P. FREQUENCY
❑ OTHER
❑ TO DETENTION PONXAD
❑ DETENTION POND MDY
❑ TO HCFCD DRAINAGNIT NO.
❑ TO HARRIS COUNTY DITCH
ROAD NAME:
❑STATIC W.S.E. ® OUT FA IS
❑ PROPOSED STORMS ER IS SUBMERGE
IV STORM WATER OUTFALL
CAPACITY ALLOCATED TO TRACT FROM D. A. MAP:
FROM DRAINAGE AREA MAP DATED:
PREPARED BY:
ACTUAL OUTFALL RATE: _
® OTHER:
V. DRAINAGE SYSTEM FLO RAI
FLOW PRIOR TO . DETENTION
FLOW AFTER DETENTION
NOTES
I — IV REQUIRED ON ALL SUBDIVISION TYP PROJECTS
(CFS)
"(CFS)
CFS
UIRED): CFS
u� kG MANUFACTURED HOME PARKS.
3 • SITE DRAINAGE
(OTHER THAN SUBDIVISION TYPE PROJECTS)
I. PROPOSED DRAINAGE AREA
�! NEW DEVELOPMENT AREA: I �46-77-45 j"
91 RE -DEVELOPMENT AREA (AMOUNT. INCREASED
IMPER IOUS AREA):
1 0 OLU E AS
NEW AREA X 0."5 = ACRE=FEET
DETENTION UIRED'.
PROPOSED OLUME - ACRE FEET
4 'WATER AND WASTEWATER
I. TYPE OF SERVICE PROPOSED HOOKING ON TO
EXISTING WATER &
0 MUNICIPALITY: WASTEWATER
❑ MUNICIPAL UTILITY DISTRICT:
❑ OTHER DISTRICT:
❑ PRIVATE WATER AND WASTEWATER SYSTEMS
❑ PRIVATE WATER SYSTEM AND INDIVIDUAL OSSF
❑ INDIVIDUAL WATER WELL AND OSSF
® OTHER: rI-T'Y of LWo-e- e-
❑ NO UTILITIES ARE PROPOSED
III, OUTFALL
OUTFALL TO ❑ ROADSIDE DITCH
® *STORM SEWER
11. PROOF OF CAPACITY
❑ OTHER
❑
LETTER FROM DISTRICT AUTHORIZING SERVICE
STATIC W.S.E. ® OUTFALL IS _
ROADSIDE DITCH OUTFALL:
AND CONNECTION
ROAD FRONTAGE 50 X 0.0088 =
f7,Z '(CFS) ALLOWABLE OUTFALL
b
TCEQ APPROVAL FOR WATER SYSTEM AND
PROPOSED OUTFALL RATE: ,
-
PERMIT FOR WASTEWATER SYSTEM.
❑ STORM SEWER OUTFALL
CAPACITY ALLOCATED TO TRACT FROM
-
D. A. M 10 � (CFS)
❑
TCEQ APPROVAL FOR WATER SYSTEM AND
FROM DRAINAGE AR AP DATED:
A W
M>}x�t
OSSF FEASIBILITY REPORT
PREPARED BY: 1• 1? HIoEFmy.Y
ANP Poow- TI?A•A �r-i�noD Y
❑
OSSF FEASIBILITY REPORT WHICH CONSIDERS
ACTUAL OUTFALL RATE: 33✓`'_
= (CFS)
INDIVIDUAL WELLS
IV. PUMPED DETENTION FACILITIES
VOLUME THAT GR ITY FLO ACRE FEET --
VOLUME THAT IS P PE . _ ACRE FEET
ENTRANCE VELOCITY 0 ROADSIDE DITCH
OR STORM SEWER•
PUMP SPECIFI IONS AND ERATING PLAN
APPEAR ON EET
-LOW RESTRICTO L
S
OUTFALL PIPE SIZE:
RESTRICTOR PIPE SIZ .
NOTESL
1. REQUIRED FOR ALL PROJECTS OTHER THAN SUBDIVISION TYPE PROJECTS. DEVELOPMENT. AREA INCLUES
ALL AREA WHERE BUILDING PAVING OR GRADING WILL OCCUR. AREAS NOT INCLUDED BUT WITHIN
THE PROPERTYS BOUNDARIES MUST BE DEUNEATED AS A 'NO WORK' AREA ON THE DRAWINGS.
7, FLOOD CONTROL DISTRICT CRITERIA
1. DETENTION .SUMMARY
6 STORM WATER QUALITY DETENTION BASIN DRAINAGE AREA = STORMWATER DETENTION BASIN ROUTING TABLE
ACRES
I. CONSTRUCTION PROTECTIVE MEASURES.
H SWPPP SITE PLAN AND DETAILS ON SHEET(S)
RAINFALL EVENT PROBABIUTY
PRE -DEVELOPED PEAK
POST -DEVELOPED EAK
D ON BASIN
MAXIMUM WATER
PEAK STORAGE
STORAGE RATE
RUNOFF CFS
RUNOFF CFS
P OUTFLOW CFS
SURFACE ELEVATION
VOLUME AC -FT
AC -FT PER AC
10%. EXCEEDANCE (10-YEAR)
17 EXCEEDANCE (100-YEAR)
II.
f QR 'PERMANENT FEATURES.
ADDITIONAL CRITERIA FOR PUMPED DETENTION BASINS:
,APPLICABWTY
VOLUME OF PUMPED 18 EXCEEDANCE STORAGE VOLUME = C-FT Z F TOTAL VOLUME
❑
EXEMPT NEW DEVELOPMENT OF LESS THAN 5 ACRE PARCEL:
MAXIMUM DESIGN ourlrLOW VELOCITY INTO HCFCD CHANNEL = cFS
DRAIN TIME FOR BASIN = HOURS BASED ON HEAD CONDITIONS.
❑
EXEMPT REDEVELOPMENT OF A 5 ACRE OR LARGER PARCEL
WHERE
TOTAL IMPERVIOUS SURFACE (EXISTING PLUS PROPOSED) IS
LESS THAN 1 ACRE.
STORMWATER DRAINAGE DESIGN REPORT
EXEMPT "GRAND FATHERED" BY AN EXISTING STORM SEWER
LINE.
❑
"STORM WATER QUALITY MANAGEMENT PLAN" HAS BEEN/WILL
BE INCLUDED IN A
REPORT TITLE 5i'LlTF 17POGQrMF.�I1 DF 414fiViAYS AQU FUBLICTf'AIJ5PnCTbOOIA (6P(:TJ(F,9UL-AWAY) 14-c4gobA11TT1 P.0
SEPARATE SUBMITTAL ENTITLED__________—_______—_—__
REPORT DATE nAaRc.N 1991 ENGINEERING FIRM y••G1�IA5arMl'111 1=,L'1�IAt-..E,�.iS 1f.Yi. .
❑
"STORM WATER QUALITY MANAGEMENT PLAN" INCLUDED. SWQMP SITE PLAN ON
DATE OF ACKNOWLEDGEMENT BY HCFCD OR FLOODPLAIN ADMINISTRATOR M�1 .I49f - "
SHEET(S) ---------------------------
111. STORM WATER QUALITY FEATURES.
❑
VEGETATIVE CONTROLS USED: (FILTER STRIP, GRASSY SWALE,
URBAN FORESTRY)
DETAILS AND CALCULATIONS APPEAR ON SHEET(S)—____-__-__
STORMWATER DETENTION FOR THE PROPOSED WOR CONTAINED IN TH E PLANS IS PROVIDED BY OTHER PLANS:
❑
POND STRUCTURE USED (WET, DRY, WETLANDS) DETAILS AND CALCULATIONS
PLAN TITLE
APPEAR ON SHEET(S)—-----
ENGINEERING FIRM
❑
HYDRODYNAMIC TYPE SEPERATOR MODEL:❑
XGNEDD
OTHER(S):11.
HCFCD STANDARD NOTES: SEE SHEET
III. HCFCD STANDARD DETAILS: SEE SHEET 0
-11 IIREQUIRED ON ALL PROJECTS, III IF NOT EXEMPT OR 'GRANDFATHERED'
9, WHEEL CHAIR RAMPS / SIDEWALK
WHEEL CHAIR RAMPS PROPOSED YES IgT NO ❑
SIDEWALKS PROPOSED YES ❑ NO M
NOTE: IF A MAJOR CATEGORY ON THIS
SHEET IS NOT REQUIRED FOR THE PROJECT,
"X" THROUGH THAT ENTIRE SECTION.
CATEGORY (6) MUST BE COMPLETED.
FEE STRIP, T. AND GRANTEE
PUBLIC, TXDOT,
INCOMPLETE ONLY IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION.
il. COMPLETE ONLY IF PROJECT HAS WITHIN IT OR IS IMMEDIATELY ADJACENT TO AN EXISTING OR
PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN.
III. COMPLETE ONLY IF PROJECT INCLUDES NEW CLIFF" BACKSLOPE INTERCEPTOR OR OTHER
RELATED WORK WITHIN AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN.
IV. COMPLETE ONLY OF PROJECT HAS WITHIN OR IMMEDIATELY ADJACENT TO IT AN EXISTING
OR PROPOSED PUBLIC DRAINAGE CHANNEL OR DETENTION BASIN. -
Ill. AMOUNT OF FLOW
R RESIDENTIAL: I LOTS OR UNITS
R COMMERCIAL: ` c=i"VERAGE DAILY FLOW
❑ OTHER:
NOTES:
L COMPLETE FOR ALL PROJECTS
U. COMPLETE'FOR ALL PROJECTS.
III. COMPLETE ONLY IF TCEQ DISCHARGE PERMIT IS PROPOSED
FLOOD PLAIN STATUS
I. GENERAL
INFORMATION
FIRM
PANELS FOR PROPERTY: 4S20tC�ggb L
FIRM
PANELS; DATE: -' [I z 0 - 1--
STATUS OF PROPERTY ON MAP
LI
LOCATED IN UNSHADED ZONE "X"
❑
ENTIRELY LOCATED IN SHADED AND UNSHADED ZONE "X"
❑
ONCCONSTRURCTIONYDIRAWINGS"(DRAINAGE�LAYOUT)
❑
SEODTILVENCOSUDIDRABAFLOEL
ONTRCTIONWINGS)
❑
OTHER
G
SITE REMOVED FROM FLOODPLAIN BY LOMA
OR LOMR-F CASE NO.
FLOOD HAZARD RECOVERY -DATA
❑
FLOOD HAZARD RECOVERY DATA AVAILABLE AND UTILIZED
(PROVIDED INFORMATION BASED ON VC�V2001 ADJUSTMENTS),
Ill.
FLOOD HAZARD RECOVERY DATA NOT AVAILABLE.
ELEVATION INFORMATION
BENCHMARK USED
❑
FEMA. RM benchmark
❑
HARRIS-GALVESTON COASTAL SUBSIDENCE DISTRICT
BENCHMARK (FOR COASTAL AREAS)
hI
OTHER
DESCRIPTION OF BENCHMARK INCLUDING ELEVATION, DATUM AND
YEAR
OF ADJUSTMENT ?h.A.2P. FiLYA GLd11J f&T QE,r.06
a- PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD LEVEL
AND IN ZONE "X" (SHADED OR UNSHADED_)
❑ PROPERTY LIES PARTIALLY BELOW THE BASE FLOOD
LEVEL (MUST BE DELINEATED ON TOPOGRAPHIC SURVEY)
III. FLOODPLAIN STORAGE SUMMARY ((APPLIES ONLY TO PORTION OF LAND LOCATED WITHIN
PLOODPI.AIN AS DELINEATED BY FIRM PANEL).
A. TOTAL VOLUME OF MATERIAL PROPOSED TO BE PLACED WITHIN THE FIRM
DELINEATED FLOODPLAIN (FILL, BASE, CONCRETE, ASPHALT, ETC.):
Le., BELOW ELEVATION (19 ADJ.) CUBIC YARDS
B. TOTAL VOLUME OF MATERIAL PROPOSED TO BE REMOVED FROM THE FIRM.
DELINEATED FLOODPLAIN:
Le:, BELOW ELEVATION (19 ADJ.) CUBIC YARDS
NOTES:.
I. COMPLETE FOR ALL PROJECTS
IL COMPLETE ONLY IF PROJECT IS ADJACENT TO 100YEAR FLOOD PLAIN
IPAMMI
vmirso BY.
HARRIS COUNT y
PUBLIC INFRASTRUCTURE DEPARTMENT
CITY OF LAPOPTE
Fop PL.ATN ApmwsTRAror�
5. - DESCRIPTION OF
111. JURISDICTIONS
❑ CITY OF HOUSTON
❑ CITY OF
® ETJ, CITY OF Lkeaf%'f15CA°7
❑ UTILITY DISTRICT: _
® OTHER: HARRIS COUNTY
IV. HCAD ACCOUNT NOS. (ALL)
_. 0 g•LO_$ ao o o6,030
Ty
MOTES:
L, III., IV., COMPLETE FOR ALL PROJECTS
If. COMPLETE ONLY IF PROJECT IS LOCATED ADJACENT '!I A PUBLIC OR PRIVATE RON
HCPID SIGNATURE BLOCK
PROJECT KNOWN AS:
i
WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES LISTEDIEIELOW:
I
ENGINEERING DIVISION
AWZ
BY INTERPOSE NO OBJECTION DATE
BY AS TO PAYING AND/OR DMUGE ONLY DATE
BY AS TO LOCATION OF ITEMS IN COUNTY RIGHT OF WAY DATE
/10Sw ¢f Os 5- ij -G B
BY AS -TO 5TURM WATER QUALITY DATE
HARRIS COUNTY FLOOD CONTROL DISTRICT
INTERPOSE NO OBJECTION �y
BY, A DATE
FOR ITEMS LOCATED OUTSIDE OF HCFCD RIGHT-OF-WAY
APPROVED:
SY 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
AND CALCULATIONS HAVE BEEN COMPLETELY CHECKED AND VERIFIED. THESE DRAWINGS ARE SIGNED,
BY A PROFESSIONAL ENGINEER -LICENSED TO PRACTICE IN THE STATE OF TEXAS, WHICH THEREFORE I
RESPONSIBILITY AND ACCOUNTABILITY. THIS DOES NOT RELIEVE ANY PARTY FROM COMPLYING WITH AN
ADOPTED REGULATION OR ORDINANCE RELATED•TO'LAND DEVELOPMENT. IF THE CITY SIGNATURES ARE
COUNTY PERMITS WILL NOT BE ISSUED UNTIL SUCH SIGNATURES ARE OBTAINED. THESE SIGNATURES ,
OF TWO YEARS.
DATA
SEALED
ENGINEER'S CERTIFICATION
C S E� v 1�A T P I , A LICENSED PROFESSIONAL
ENGINEER IN THE STATE OF TEXAS DO HEREBY CERTIFY THAT THE INFORMATION
PRESENTEQ.ON%WIS SHEET IS TRUE'AND CORRECT TO THE BEST OF
MY K_NQWVE[Yffac!- %ff
THF� GUPLi � PRSO T F D THRU
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DATE I SHEET NO. ' fSCRIPTION ACKNOWLEDGMENT
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IVERSION,10.0 JAN. 3, 2006
VERSION 10.0 / REVISED NOTE "5. DESCRIPTION OF PROPERTY" / JAN. 3, 2006 :.
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11
APPLICANT NO.
SHEET
NUMBER -OF 2-