HomeMy WebLinkAbout9050 SPENCER HWYX
XXN 86°59'03" E 151.63'S 09°28'15" W264.29'S 86°56'47" W 93.91'N 03°08'41" W258.10'9.00'
(TYP)18.00'(TYP)40.00'31.00'67.33'
7
3
4
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1
3
3
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TAPER
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TAPER OVER 10'
TAPER OVER 10'
TAPER
OVER 10'
5
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5
46
6
7
8
12
12
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9
R2.00'10.12'VIOC
SEC SPENCER HWY & CANADA ST.
(2,087 SF)
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CONDENSER
100.00'EXIST SHARED
DETENTION POND
25.24'
UNRESTRICTED RESERVE "A" BLOCK 1
WILLIAM M. JONES SURVEY, ABSTRACT 482
HARRIS COUNTY TEXAS
SPENCER HIGHWAY (100' R.O.W)
CONCRETE
SPILLWAY
25'
15
C
9 R15.00'R5.00'
Q
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EXISTING TREES AND HEDGES TO REMAIN
EXISTING TREES
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LOT 6, BLOCK 1SPENCER HIGHWAY ESTATES 1
(UNRECORDED SUBDIVISION)
CHARLES E. RIEVES AND WIFE, DONNA RIEVES
TO FRED ANTHONY H.C.C.F.N. P43.0065
VIOCSEC SPENCER HWY & CANADA ST. (2,087 SF)MDSDS
DSDS
DS
CO
COCOCO
CO
25.24'
PROPOSED
CONCRETE CURB
PAVEMENT/WALK
BUILDING
LEGEND
EXISTING
REFER TO TITLE SHEET FOR
EXISTING FEATURES LEGEND
0
GRAPHIC SCALE (IN FEET)
20 20 40
FORTY-EIGHT (48) HOURS BEFORE
DIGGING IS TO COMMENCE, THE
CONTRACTORS SHALL NOTIFY THE
FOLLOWING AGENCIES: TEXAS ONE
CALL AT 811 OR (800) 344-8377 AND
ALL OTHER AGENCIES WHICH MIGHT
HAVE UNDERGROUND UTILITIES
INVOLVING THIS PROJECT AND ARE
NONMEMBERS OF TEXAS ONE CALL.W:\PROJECTS\VALVOLINE\755227-LaPORTE, TX (VIOC)\03-CIVIL\PLAN\PLOT SHEETS\Site Submittal\755227_C1-SITE, 12/4/2018 12:54:50 PM, SCHWIETERMANCWS
SITE &
LANDSCAPING
PLAN
C1.0
ADA PARKING SIGN
HEAVY DUTY
CONCRETE PAVEMENT
7
CONCRETE BOLLARD
PARKING SPACE COUNT
CONCRETE
PAVEMENT/WALK
ELECTRIC POLE
Date
Drawing No.
Project No.
Scale
Checked
Drawn
Drawing Title
2018 CESO, INCc DateNo.Revisions/SubmissionsVALVOLINE INSTANT OIL CHANGE9050 SPENCER HWYLA PORTE, TX 77571755227-01
3601 RIGBY RD., STE. 300, MIAMISBURG, OH 45342
PHONE: (937) 435-8584 FAX: (937) 435-3307
AS NOTED
ADB08.30.1809.25.1806.27.18OWNER REVIEW/ PERMIT SET08.13.18CITY MINOR SITE RESUBMIT06.22.18CITY MINOR SITE RESUBMITCITY MINOR SITE RESUBMITCITY MINOR SITE RESUBMITCITY MINOR SITE RESUBMITCITY MINOR SITE RESUBMITISSUE FOR BID10.05.1810.16.1810.31.1811.16.1812.04.18VICINITY MAP
NO SCALE
SITE
CITY OF LA PORTE, HARRIS COUNTY, TEXAS
MINOR DEVELOPMENT SITE PLAN
FOR
VALVOLINE INSTANT OIL CHANGE
LA PORTE, TEXAS 77571
JULY 2018
1368880010002
SITE DATA TABLE
DEVELOPMENT THE MARKET AT SPENCER
TYPE OF DEVELOPMENT VALVOLINE INSTANT OIL CHANGE
LEGAL DESCRIPTION TRACT 1: LEASEHOLD ESTATE
SURVEY OF 0.7273 ACRE (31,682 SF) UNRESTRICTED RESERVE "B" IN BLOCK 1, OF THE
MARKET AT SPENCER, A SUBDIVISION IN HARRIS COUNTY, TEXAS, ACCORDING TO THE
MAP OR PLAT THEREOF RECORDED UNDER FILM CODE NO. 675246 OF THE MAP RECORDS
OF HARRIS COUNTY, TEXAS.
ADDRESS 9050 SPENCER HWY LA PORTE, TX 77571
PROPERTY AREA 31800 SQ. FT. (0.73 AC.)
BUILDING AREA 2087 SF
BUILDING LOT COVERAGE 6.60 %
ZONING OF THE SITE GENERAL COMMERCIAL
OWNER MARKET AT SPENCER, LLC
DEVELOPER VALVOLINE INSTANT OIL CHANGE
ENGINEER CESO, INC.
PROPERTY ID
NORTH AMERICAN INDUSTRY
CLASSIFICATION 811191 AUTOMOTIVE OIL CHANGE AND LUBRICATION SHOPS
SF OF SITE TO BE DEVELOPED 17,494 SF
CITY APPROVING AUTHORITY CERTIFICATE:
THIS IS TO CERTIFY THAT ON ___ DAY OF ______________, 20___
THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN
AND DEVELOPMENT OF ____________________ IN CONFORMANCE
WITH THE ORDINANCES OF THE CITY OF LA PORTE.
BY:____________________________________________
DIRECTOR, PLANNING AND DEVELOPMENT
______________________________________________
CITY PLANNER
______________________________________________
CITY ENGINEER
PARKING TABLE
PARKING SPACED REQUIRED 4+ 2/STALL = 10
PARKING SPACES PROVIDED 10
ACCESSIBLE PARKING SPACED REQUIRED:1
ACCESSIBLE PARKING SPACES PROVIDED:1
NOTES:
1. THIS SITE IS TO BE IRRIGATED WITH RAIN BIRD AUTOMATIC SPRINKLER SYSTEM.
2. LIGHTING AND GLARE: ANY LIGHTING SHALL BE ARRANGED SO AS TO DEFLECT LIGHT AWAY FROM ANY ADJOINING RESIDENTIAL ZONE OR FROM PUBLIC STREETS. DIRECT OR
SKY-REFLECTED GLARE, WHERE FROM FLOODLIGHTS OR FROM HIGH TEMPERATURE PROCESSES SUCH AS COMBUSTION OR WELDING SHALL NOT BE DIRECTED ON TO ANY
ADJOINING PROPERTY. THE SOURCE OF LIGHTS SHALL BE HOODED OR CONTROLLED IN SOME MANNER SO AS NOT TO LIGHT ADJACENT PROPERTY. BARE INCANDESCENT
LIGHT BULBS SHALL NOT BE PERMITTED IN VIEW OF ADJACENT PROPERTY OR PUBLIC RIGHT OF WAY. ANY LIGHT OR COMBUSTION OF LIGHTS WHICH CAST LIGHT ON A
PUBLIC STREET SHALL NOT EXCEED FOOTCANDLE (METER READING) AS MEASURED FROM THE CENTERLINE OF SUCH STREET. ANY LIGHT OR COMBINATION OF LIGHTS
WHICH CASTS LIGHT ON RESIDENTIAL PROPERTY SHALL NOT EXCEED 0.4 FOOTCANDLES (METER READING) AS MEASURED FROM SUCH PROPERTY.
3. RADIATION AND ELECTRICAL EMISSIONS: NO ACTIVITIES SHALL BE PERMITTED THAT EMIT DANGEROUS RADIOACTIVITY BEYOND ENCLOSED AREAS. THERE SHALL BE NO
ELECTRICAL DISTURBANCES ADVERSELY AFFECTING THE OPERATIONS AT ANY POINT OF ANY EQUIPMENT OTHER THAN THAT OF THE CREATOR OF SUCH DISTURBANCE.
4. SMOKE: THE EMISSION OF SMOKE BY ANY USE SHALL BE IN COMPLIANCE WITH AND REGULATED BY THE APPROPRIATE FEDERAL, STATE OR LOCAL AGENCY.
5. DUST OR OTHER PARTICULAR MATTER: THE EMISSION OF DUST, FLY ASH OR OTHER PARTICULATE MATTERS BY ANY USE SHALL BE IN COMPLIANCE WITH AND REGULATED BY
THE APPROPRIATE FEDERAL, STATE OF LOCAL AGENCY.
6. ODORS: THE EMISSION OF ODOR BY ANY USE SHALL BE IN COMPLIANCE WITH AND REGULATED BY THE APPROPRIATE FEDERAL, STATE OF LOCAL AGENCY.
7. EXPLOSIVES: NO ACTIVITIES INVOLVING THE STORAGE, UTILIZATION OR MANUFACTURE OF MATERIALS OR PRODUCTS SUCH AS TNT OR DYNAMITE WHICH COULD
DECOMPOSE BY DETONATION SHALL BE PERMITTED EXCEPT SUCH AS ARE SPECIFICALLY LICENSED BY THE CITY COUNCIL.
8. NOISE: ALL NOISE SHALL BE MUFFLED SO AS TO NOT BE OBJECTIONABLE DUE TO INTERMITTENCE, BEAT FREQUENCY OF SHRILLNESS AND AS MEASURED AT ANY PROPERTY
LINE IN ACCORDANCE WIT THE DECIBEL LEVELS OUTLINED IN SECTION 106-310 OF THE CITY CODE OF ORDINANCES.
PROPOSED FIRE LANE WITH PAVEMENT/CURB
MARKINGS IN ACCORDANCE WITH HARRIS
COUNTY REQUIREMENTS.
LIMITS OF PAINTED RED CURB (OR PAINTED RED
STRIPE WHERE THERE IS NO CURB) WITH "FIRE
LANE-TOW AWAY ZONE" IN WHITE EVERY 50'.
CODED NOTES:
1. ADA ACCESSIBLE PARKING SPACE WITH SIGNAGE. REFER TO CONSTRUCTION DETAILS.
2. ADA ACCESSIBLE RAMP WITH DETECTIBLE WARNING. REFER TO CONSTRUCTION DETAILS.
3. TRANSITION CURB FROM FLUSH TO FULL HEIGHT IN 12" (UNLESS TAPER LENGTH NOTED IN PLAN)
4. PROPOSED PAVEMENT MARKINGS.
5. CONCRETE PAVEMENT, PER CONSTRUCTION DETAILS
6. CONCRETE WALK, PER CONSTRUCTION DETAILS
7. PROPOSED PYLON SIGN, PER CONSTRUCTION DETAILS
8. DUMPSTER & PAD. DUMPSTER ENCLOSURE TO BE SCREENED BRICK WALL AND STEEL GATES.
9. LIGHT POLE BASE, PER CONSTRUCTION DETAILS.
10. BIKE RACK, PER CONSTRUCTION DETAILS.
11. GENERAL CONTRACTOR TO PROVIDE A 1
12" CONDUIT FOR BELL RINGER HOSE.
12. CONCRETE CURB
13. CONSTRUCTION JOINT, PER CONSTRUCTION DETAILS
14. HVAC CONDENSER
13. PROPOSED FIRE LANE CURB/PAVEMENT MARKINGS PER HARRIS COUNTY REQUIREMENTS.
A LAWN AREA- COMMON BERMUDA SOD
B DENOTES SPADECUT BED EDGE
LANDSCAPING CODED NOTES
LANDSCAPE CODE REQUIREMENTS
Planting strip requirements per Section 106-800(c.1.b & c)
Street Frontage REQUIRED - ONE LARGE TREE PER 30 LF or if overhead lines, ONE ORNAMENTAL TREE PER 20 LF
and CONTINUOUS SCREENING HEDGE, INCLUDING TO BUILDING SETBACK LINE.
Property Perimeter REQUIRED - ONE LARGE TREE PER 30 LF
STREET FRONTAGE:
Common Name:Scientific Name: Size:#Required:#Proposed:
NORTH FRONTAGE BOUNDARY/STREET FRONTAGE:
AS SHOWN: REPEAT & MATCH THE EXISTING STREET TREES & SPACING AND CONTINUOUS SCREENING HEDGE
Match Existing Trees Match Existing 2" cal., B/B or Boxed
Match Existing Shrubs Match Existing # 5 gal. cont.
PROPERTY PERIMETER:
EAST BOUNDARY: 264.29 LF/30 = 8.23 or 8 TREES REQUIRED AS SHOWN: 9 LARGE TREES
Common Name:Scientific Name: Size:#Required:#Proposed:
MEXICAN SYCAMORE Platanus occidentalis 'Mexicana' 2" cal., B/B or Boxed8 LARGE TREES 9 LARGE TREES
WEST BOUNDARY: N/A - EXISTING PAVEMENT & EXISTING BUILDING
SOUTH BOUNDARY: 93.91 LF/30 = 3.13 or 3 TREES REQUIRED AS SHOWN: 3 LARGE TREES
Common Name: Scientific Name: Size:#Required:#Proposed:
VITEX TREE Vitex agnus-castus 2" cal., B/B or Boxed3 LARGE TREES 3 LARGE TREES
PARKING LOT:
REQUIRED - ONE TREE PER 20 SPACES 10 SPACES AS SHOWN
Common Name: Scientific Name: Size:#Required:#Proposed:
MONTERREY OAK Quercus polymorpha 2" cal., B/B or Boxed1 LARGE TREE 1 LARGE TREE
PLANTERS REQUIRED (RATIO OF 135 SQ. FT. PER 10 PARKING SPACES): AS SHOWN: 164 SQ. FT.
LANDSCAPE TABLE
SYMBOL COMMON NAME SCIENTIFIC NAME SIZE # PROPOSED
SHADE TREES
C MEXICAN SYCAMORE Platanus occidentalis 'Mexicana'2" cal., B/B or Boxed 9
D MONTERREY OAK Quercus polymorpha 2" cal., B/B or Boxed 1
E VITEX TREE Vitex agnus-castus 2" cal., B/B or Boxed 3
F MATCHING EXISTING STREET TREE SPECIES 2" cal., B/B or Boxed 4
ORNAMENTAL TREES
G CRAPE MYRTLE Lagerstroemia indica x fauriei
'Natchez'
#15 gal. cont. 6 -7' ht.,
multi-stem 1
SHRUBS & GRASSES
H PARSON'S JUNIPER Juniperus horizontalis 'Parsonii' # 3 cont.2
I STOKE'S DWARF HOLLY Ilex vomitoria 'Stoke's Dwarf' # 5 cont.22
J DWARF BURFORD HOLLY Ilex cornuta 'Burfordii' # 5 cont.5
K TRAILING LANTANA Lantana montevidensis 'Purple' # 2 cont.15
L INDIAN HAWTHORN Rhaphiolepis indica 'Clara' # 3 cont.5
M ROSEMARY Rosmarinus officinalis # 5 cont.3
N MULHY GRASS Muhlenbergia capillaris # 3 cont.11
O HAMELN GRASS Pennisetum alopercuroides
'Hameln'
# 3 cont.3
P KNOCKOUT ROSE Rosa x 'Radtkopink' # 3 cont.14
Q MATCH EXISTING SCREENING HEDGE SPECIES # 5 cont.40
PERENNIALS
R MING PORCELAIN PINK
DAYLILIY
Hemerocallis x 'Ming Porcelain' # 1 cont.15
FLOOD ZONE
THIS TRACT IS IN FLOOD ZONE "AE", SHADED ZONE
"X" AND ZONE "X" AND IS PARTIALLY WITHIN THE
100-YEAR FLOOD PLAIN ACCORDING TO FEMA MAP
#48201C0940M, DATED 4/2/2012.
BASE FLOOD ELEVATION: 20.30'
ZONE AE
ZONE X
(SHADED)
ZONE X
STA T E OF TEX
A
SPRO
FESSIONA L E N G IN EERLICENS E D
JEFFREY A. TIBBITTS
99125
12/04/2018
December 184th
Valvoline Instant Oil Change
(Shaded)
Zone X
Zone X
Zone AE
X
XOHE OHE OHE OHE OHE OHE
WWUNRE
S
T
RI
C
T
E
D
R
E
S
E
R
V
E "
A"STMVIOC
SEC SPENCER HWY & CANADA ST.
(2,087 SF)UGEUGE6''STM 6''STMUGT UGTUGTMDSDS
DSDS
DS
STMSTMSTMCO
CO
CO
4''SANGGWCO6''STMCO
FFE = 24.00
101 LF 12" @ 1%30 LF
1
2"
@
1
%56 LF 12" @ 1%21.0
23.0
23.023.021.021.022.023.0
22.023.023.71
23.21 ME
23.20
22.70
22.02
21.52
20.64
20.14
21.43
20.93
20.99
20.49
21.87
21.37
22.74
22.24
22.38
21.88
21.77
21.27
23.40
22.90
23.70 ME
23.20 ME
23.57
23.07
23.54
23.04
23.73
23.23
23.16
22.66
23.42
22.92
23.78
23.28
24.02
23.52
23.95
23.45
23.80
23.30 ME
23.43
22.93
23.85
23.35
23.85
23.35
21.77
21.27
21.91
21.41
21.47
20.97
21.67
21.17
22.30
21.80
23.87
23.37
23.85
23.35
23.30
22.80
23.44 ME
23.90
24.00
23.06
23.45
23.95
23.85
23.85
23.35 23.85
23.15 22.98
23.96
23.46
18 LF 6" @ 1%
16 LF 2" (FORCED)
1
2
2
TYP.
TYP.
2
TYP.
23.94
23.44 ME
23.44 ME
23.36
23.86
23.86
23.36 23.91
23.41
23.75
23.25
23.44 ME
23.86
23.36
-1.08%
-0
.
5
6%-1.00%ENLARGED PLAN: ACCESSIBLE PARKING AREA
1'' = 10'
REFER TO TITLE SHEET FOR
EXISTING FEATURES LEGEND
LEGEND
EXISTING
0
GRAPHIC SCALE (IN FEET)
20 20 40
W:\PROJECTS\VALVOLINE\755227-LaPORTE, TX (VIOC)\03-CIVIL\PLAN\PLOT SHEETS\Site Submittal\755227_C2-GRAD, 12/4/2018 12:55:36 PM, SCHWIETERMANCWS
GRADING
& UTILITIES
C2.0
FORTY-EIGHT (48) HOURS BEFORE
DIGGING IS TO COMMENCE, THE
CONTRACTORS SHALL NOTIFY THE
FOLLOWING AGENCIES: TEXAS ONE
CALL AT 811 OR (800) 344-8377 AND
ALL OTHER AGENCIES WHICH MIGHT
HAVE UNDERGROUND UTILITIES
INVOLVING THIS PROJECT AND ARE
NONMEMBERS OF TEXAS ONE CALL.
STORM SEWER STRUCTURE TABLE
NO.STRUCTURE GRATE INVERTS(S)
EX GRATE INLET
RAISE TO
GRADE -
23.00
EX. 36" (NW) = 13.94
EX. 36" (S) = 10.59
12" (NE) = 15.91
1 HARRIS COUNTY TYPE
"B" INLET 21.27 12" (SW) = 16.21
12" (NE) = 16.21
2 HARRIS COUNTY TYPE
"B" INLET 20.49
12" (SW) = 17.22
2" (W) - FORCE LINE
6" (NW) = 17.22
12" (N) = 17.22
3 HARRIS COUNTY TYPE
"B" INLET 20.14 12" (S) = 17.78
4
MANHOLE W/ SUMP
(SEE SHEETS P-1 & P-3
FOR DETAILS)
22.64
INV 4" (N) - SEE PLUMBING
DRAWINGS
INV 2" (E) - FORCE LINE
5 6" CO 23.94 6" (E) = 18.14
6 6" CO 22.07
6" (N) = 17.40
6" (SE) = 17.40
6" (W) = 17.40
7 6" CO 23.15 6" (S) = 22.78
8
NEENAH FOUNDRY
R-4990-AX TYPE D
OR APPROVED EQUAL
MATCH
WALK/CURB
(W) = 22.92
(E) = 22.80
EX
1
2
3
4
5
6
7
8
STORM SEWER NOTES:
1.ALL STORM SEWER PIPES SHALL BE MANUFACTURED WITH INTEGRAL BELL AND SPIGOT JOINTS
INCLUDING A GASKET, SO AS TO PROVIDE A WATERTIGHT SEAL.
2.ALL STORM SEWER PIPES LESS THAN 12” DIAMETER SHALL BE PVC SDR 35 WATERTIGHT PIPE
CONFORMING TO ASTM SPECIFICATION D3034, UNLESS DENOTED OTHERWISE ON PLANS.
3.ALL STORM SEWER PIPES 12” DIAMETER AND GREATER SHALL BE HDPE N-12, WATERTIGHT PIPE
AS MANUFACTURED BY ADS, OR APPROVED EQUAL, UNLESS OTHERWISE NOTED ON PLANS.
4.CONNECTIONS TO STRUCTURES SHALL BE MADE WATERTIGHT WITH NON-SHRINKIING AND
NON-CORROSIVE GROUT.
5.STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:
REINFORCED CONCRETE PIPE (RCP)(PER ASTM C-76 CLASS IV)
POLYVINYL CHLORIDE (PVC SDR 35)
HIGH DENSITY POLYETHYLENE PIPE (HDPE)
6.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM
INVERT IN TO INVERT OUT.
7.CONCRETE COLLARS ARE TO BE INSTALLED AROUND ALL STORM STRUCTURES.
8.ALL MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC
BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 3" ABOVE FINISH GRADE.
9.ALL DOWNSPOUT DRAINS ARE TO HAVE A 1.00% MINIMUM SLOPE UNLESS OTHERWISE NOTED.
10.EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING
PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE
THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE
AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
12.ALL PROPOSED MODIFICATIONS TO EXISTING CATCH BASINS AND/OR MANHOLES SHALL BE IN
ACCORDANCE WITH STATE DOT STANDARDS AND SPECIFICATIONS.
GRADING PLAN NOTES:
1.ONLY VIRGIN MATERIALS SHALL BE USED UNLESS APPROVED IN WRITING BY A VALVOLINE INSTANT OIL CHANGE
REPRESENTATIVE.
2.ALL SITE WORK, MATERIALS OF CONSTRUCTION, AND CONSTRUCTION METHODS SHALL COMPLY WITH LOCAL
MUNICIPALITY, LOCAL COUNTY, AND STATE DEPARTMENT OF TRANSPORTATION MATERIAL AND CONSTRUCTION
SPECIFICATIONS.
3.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES,
INCLUDING SERVICES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE CONNECTICUT ONE CALL
SYSTEM AT LEAST THREE (3) WORKING DAYS BEFORE START OF WORK AND VERIFY ALL EXISTING UTILITY LOCATIONS.
4.ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE
METHOD.
5.THE CONTRACTOR SHALL COMPACT PIPE BACKFILL IN MAX. 6” LOOSE LIFTS TO 95% OF THE MAXIMUM DRY DENSITY PER
ASTM D1557, ACCORDING TO THE PIPE BEDDING DETAILS. TRENCH BOTTOM SHALL BE STABLE IN HIGH GROUNDWATER
AREAS. A PIPE FOUNDATION SHALL BE USED IN AREAS OF ROCK EXCAVATION.
6.CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC., AS REQUIRED FOR PIPE CONNECTIONS TO
BUILDING/CANOPY STUB-OUTS, INCLUDING ROOF/FOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM
DRAINAGE SYSTEM.
7.TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING.
8.MANHOLE RIMS AND STORM INLET GRATES SHALL BE SET TO ELEVATIONS SHOWN. SET ALL EXISTING MANHOLE FRAMES
AND COVERS, STORM INLET GRATES, VALVE BOXES, ETC., TO BE RAISED OR LOWERED, TO PROPOSED FINISHED GRADE,
FLUSH WITH THE ADJACENT GRADE.
9.UNDERDRAINS MAY BE ADDED, IF DETERMINED NECESSARY BY THE ENGINEER OR CONSTRUCTION MANAGER, AFTER
SUBGRADE IS ROUGH GRADED.
10.ALL EXISTING TOPOGRAPHICAL FEATURES (SPOT ELEVATIONS, CONTOURS, INVERTS, ETC.) CAN HAVE A TOLERANCE
DIFFERENCE OF 6”+/- DEPENDING ON FIELD CONDITIONS AT THE TIME OF THE FIELD SURVEY. CONTRACTOR TO VERIFY ALL
EXISTING TOPOGRAPHICAL FEATURES PRIOR TO CONSTRUCTION, AND ADVISE OWNER OF ANY DISCREPANCIES.
11.THE CONTRACTOR SHALL RESTORE ANY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS,
ETC. DISTURBED DURING CONSTRUCTION TO THE ORIGINAL CONDITION OR BETTER.
12.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MATERIALS AND STRUCTURES TO THE CONSTRUCTION MANAGER
FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.
13.THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. REFER
TO EROSION AND SEDIMENTATION PLAN FOR LIMIT OF DISTURBANCE AND NOTES.
14.THE CONTRACTOR SHALL COMPACT FILL IN 6” MAXIMUM LIFTS UNDER ALL PARKING, BUILDING, AND DRIVE AREAS
TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR TEST), OR AS DIRECTED BY
THE GEOTECHNICAL ENGINEER.
15.THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL RUBBISH, TRASH, DEBRIS, AND ORGANIC
MATERIAL IN A LAWFUL MANNER.
16.THE CONTRACTOR SHALL BE ADVISED THAT ALL EXCAVATION IS CONSIDERED UNCLASSIFIED AND THAT IT SHALL BE
RESPONSIBLE FOR ALL MEANS, METHODS, AND MATERIALS OF CONSTRUCTION TO COMPLETE CONSTRUCTION AS
DESIGNED. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OFF SITE DISPOSAL OF ANY AND ALL
EXCESS OR UNSUITABLE MATERIAL UNABLE TO BE PLACED ON SITE AND THE IMPORTATION OF ANY BORROW MATERIAL
NECESSARY TO COMPLETE THE JOB.
17.ALL EXCAVATION AND GRADING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL
ENGINEERING REPORT.
18.SITE GRADING SHALL BE PERFORMED TO PROVIDE POSITIVE DRAINAGE TO STORM INLETS AND TO PRECLUDE THE
PONDING OF WATER ON SITE.
19.VERIFY REQUIRED SPOT ELEVATIONS/GRADING IN THE VICINITY OF THE BUILDINGS WITH THE ARCHITECTURAL PLANS.
20.ALL ACCESSIBLE PARKING SPACES TO HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION.
21.ALL SIDEWALKS, PATIO AREAS, AND ACCESSIBLE ROUTES TO THE BUILDING ARE TO HAVE A MAXIMUM CROSS SLOPE OF
2% AND A MAXIMUM LONGITUDINAL SLOPE OF 5%, UNLESS IN AN APPROVED ADA RAMP.
22.CONTRACTOR TO FIELD VERIFY PROPOSED AND EXISTING GRADES, SLOPES, ETC., FOR PROPOSED ACCESSIBLE PARKING
AREAS, RAMPS, ETC., WITH ARCHITECT, PRIOR TO CONSTRUCTION.
23.LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE TAKEN FROM FIELD OBSERVATION, UTILITY MAPS, ETC., AND ARE
NOT ASSUMED TO BE ACCURATE. PRIOR TO ANY CONSTRUCTION ACTIVITIES, CONTRACTOR TO DIG TEST PITS AT ALL
PROPOSED UTILITY CROSSINGS, TO VERIFY LOCATION, DEPTH, SIZE, ETC. OF EXISTING UNDERGROUND UTILITIES, AND
CONFIRM NEW UTILITY LINES CAN BE INSTALLED AS PROPOSED. ADVISE VALVOLINE CONSTRUCTION MANAGER
IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES.
CODED NOTES:*ALL NOTES BELOW ARE SUBJECT TO CLP REGULATIONS
1.CONNECT TO EXISTING. CONTRACTOR TO VERIFY EXISTING SEWER LOCATION / ELEVATION PRIOR TO ORDERING PROPOSED
STRUCTURES. CONTRACTOR TO OBTAIN NECESSARY WORK PERMITS FOR CONNECTIONS TO EXISTING STRUCTURES / PIPES.
2.DOWNSPOUT TIE IN LOCATIONS - DOWNSPOUTS TIE INTO STORM
3.UNDERGROUND ELECTRIC SERVICE. CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR CONNECTION.
4.TELEPHONE SERVICE. CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR CONNECTION.
5.1.5" WATER SERVICE LINE PER HARRIS COUNTY AND PROVIDER REQUIREMENTS. CONTRACTOR TO COORDINATE WITH
SERVICE PROVIDER FOR CONNECTION.
6.GAS SERVICE. CONTRACTOR TO COORDINATE WITH GAS COMPANY FOR CONNECTION. SIZE TO BE DETERMINED BY
OPERATOR.
7.SANITARY SERVICE LINE PER HARRIS COUNTY REQUIREMENTS. CONTRACTOR TO INSTALL SERVICE PER COUNTY
REGULATIONS AND SPECIFICATIONS. ON SITE PRIVATE SANITARY SEWER TO BE CONNECTED BY CONTRACTOR
8.SAMPLE WELL PER HARRIS COUNTY REQUIREMENTS. CONTRACTOR TO INSTALL WELL PER COUNTY REGULATIONS AND
SPECIFICATIONS. OIL/WATER SEPARATOR TO BE INSTALLED INSIDE THE BUILDING. REFER TO ARCHITECTURAL PLANS FOR
DETAILS.
9.1.5" WATER TAP (WITHIN EASEMENT) PER HARRIS COUNTY AND PROVIDER REQUIREMENTS. CONTRACTOR TO COORDINATE
WITH SERVICE PROVIDER FOR CONNECTION.
10.INSTALL 1" DOMESTIC WATER METER (WITHIN EASEMENT) WITH A REDUCER PRESSURE ZONE VALVE PER CITY, HARRIS
COUNTY AND PROVIDER REQUIREMENTS. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR CONNECTION.
11.INSTALL 1" IRRIGATION METER (WITHIN EASEMENT) WITH A REDUCED PRESSURE ZONE VALVE PER CITY, HARRIS COUNTY
AND PROVIDER REQUIREMENTS. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR CONNECTION.
TOP = 23.89
INV = 20.05
TOP = 23.04
INV = 19.39
3
4
5
6
7
320
SLOPE ARROW
TOP OF CURB ELEV.
BOTTOM OF CURB ELEV.
XXX.XX
XXX.XX
X.XX%
MAJOR CONTOUR
MINOR CONTOUR
BUILDING
PROPOSED
XXX.XX
MATCH EXISTING ELEVATIONME
FINISHED GRADE ELEVATION
DOWNSPOUT CONNECTIONDS
STORM SEWERSTM
322
SANITARY SEWERSAN
DOMESTIC WATER SERVICEW
GAS SERVICEG
UNDERGROUND ELEC. LINEUGE
UNDERGROUND TEL. LINEUGT
CLEAN OUTCO
WATER METER
M GAS METER
8
EXISTING 12" WATER LINE
9
10
EXISTING 4"
SANITARY LINE
Date
Drawing No.
Project No.
Scale
Checked
Drawn
Drawing Title
2018 CESO, INCc DateNo.Revisions/SubmissionsVALVOLINE INSTANT OIL CHANGE9050 SPENCER HWYLA PORTE, TX 77571755227-01
3601 RIGBY RD., STE. 300, MIAMISBURG, OH 45342
PHONE: (937) 435-8584 FAX: (937) 435-3307
AS NOTED
ADB08.30.1809.25.1806.27.18OWNER REVIEW/ PERMIT SET08.13.18CITY MINOR SITE RESUBMIT06.22.18CITY MINOR SITE RESUBMITCITY MINOR SITE RESUBMITCITY MINOR SITE RESUBMITCITY MINOR SITE RESUBMITCITY MINOR SITE RESUBMITISSUE FOR BID10.05.1810.16.1810.31.1811.16.1812.04.18TOP = 23.55
INV = 19.54
EXISTING DETENTION POND:
PROPOSED SITE:
PERVIOUS AREA (NORTH):0.26 AC + .08 AC = 0.34 AC
IMPERVIOUS AREA (NORTH):1.51 AC - 0.34 AC = 1.17 AC
TOTAL AREA (NORTH):0.73 AC
COMBINED RUNOFF COEFFICIENT "C" :
0.34(.3) + 1.17(.9) = .76 < .85
1.51
11
DRAINAGE AREA FROM ORIGINAL
DEVELOPMENT PLAN
PERVIOUS AREA: 0.26 ACRES
1.5" WATER TAP
1" WATER METER
PROPOSED 4"
SANITARY
CONNECTION
4" WYE
4" 45°STA T E OF TEX
A
SPRO
FESSIONA L E N G IN EERLICENS E D
JEFFREY A. TIBBITTS
99125
12/04/2018