HomeMy WebLinkAboutDrawingsSLOPE,
PARKING ANALYSIS:
LEGEND
1.
PARKING ANALYSIS:
PROPERTY LINE
BENCHMARK: TOP OF SANITARY SEWER MANHOLE. RIM= 278.10'
-
SLOPE
EXISTING EASEMENT LINE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
PROPOSED EXPANSION: 62 SPOTS (3 A.D.A.)
BUILDING SETBACK LINE
PAVEMENT
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1/8" ..
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THICKNESS
262
3"
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DESIGN GUIDELINES AND
(MIN.)
S/F
EROSION CONTROL FENCE (SILT)
SPECIFICATIONS FOR WATER, SEWER, DRAINAGE AND STREET CONSTRUCTION SHOWN
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AE - AE
EXISTING AERIAL ELECTRIC DIES
HEREIN THIS APPROVED SET OF CONSTRUCTION DOCUMENTS AND WITH THE
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EDGE OF CONCRETE / CURB
REGULATIONS OF BRAZOS COUNTY AND TEH STATE OF TEXAS.ALL CONSTRUCTION SHALL
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SANITARY SEWER MANHOLE
REQUIRED SPOTS: 10,607 SF @ 1/250 SF = 43 PARKING SPOTS
4.
STORM DRAIN MANHOLE
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FIRE HYDRANT
INTENSE USE CALCULATIONS
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WATER VALVE
RESTAURANT: 3,516 SF
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TRANSFORMER
10,607 X 25%: -2,652 SF
-0-
UTILITY POLE
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TOTAL: 864 SF @ 1/65 SF = 14 ADDITIONAL SPOTS
GUY WIRE ANCHOR
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WOOD FENCE
TOTAL PARKING SPOTS REQUIRED: 57 SPOTS
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23' ACCESS EASEMENT
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PARKING LOT DESIGN:
TIE INTO EXISTING 12" CURB
UTLINE FOR
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DRIVE AISLE: 6" THICK, #4 REBAR (GRADE 60) AT 16" O.C.B.W.
NEW PARKING AREA
7- �j
STABILIZED SUBGRADE
NOTE: 6"
SHALL BE USED TO REPLACE EXISTING CURB -ONLY IMPROVEMENTS.
MONOLITHIC CURB AND GUTTER SECTION DETAIL
N.T.S
40'-0"
(TYP.)
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EJ EXPANSION JOINT
CJ CONTRACTION JOINT
OR SAW JOINT
SAWED JOINT & CONSTRUCTION JOINT
LAYOUT DETAIL
N.T.S.
GENERAL NOTES:
PARKING ANALYSIS:
LEGEND
1.
PARKING ANALYSIS:
PROPERTY LINE
BENCHMARK: TOP OF SANITARY SEWER MANHOLE. RIM= 278.10'
-
EXISTING P -LOT: 60 SPOTS (3 A.D.A.)
EXISTING EASEMENT LINE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
PROPOSED EXPANSION: 62 SPOTS (3 A.D.A.)
BUILDING SETBACK LINE
EXISTING UTILITIES. AT LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, THE
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EXISTING CONTOURS
CONTRACTOR SHALL CONTACT DIG TESS @ 1-800-3448377.
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PROPOSED CONTOURS
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DESIGN GUIDELINES AND
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S/F
EROSION CONTROL FENCE (SILT)
SPECIFICATIONS FOR WATER, SEWER, DRAINAGE AND STREET CONSTRUCTION SHOWN
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AE - AE
EXISTING AERIAL ELECTRIC DIES
HEREIN THIS APPROVED SET OF CONSTRUCTION DOCUMENTS AND WITH THE
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EDGE OF CONCRETE / CURB
REGULATIONS OF BRAZOS COUNTY AND TEH STATE OF TEXAS.ALL CONSTRUCTION SHALL
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SANITARY SEWER MANHOLE
REQUIRED SPOTS: 10,607 SF @ 1/250 SF = 43 PARKING SPOTS
4.
STORM DRAIN MANHOLE
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FIRE HYDRANT
INTENSE USE CALCULATIONS
N
WATER VALVE
RESTAURANT: 3,516 SF
Q
TRANSFORMER
10,607 X 25%: -2,652 SF
-0-
UTILITY POLE
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TOTAL: 864 SF @ 1/65 SF = 14 ADDITIONAL SPOTS
GUY WIRE ANCHOR
011
❑ ❑ ❑
WOOD FENCE
TOTAL PARKING SPOTS REQUIRED: 57 SPOTS
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CONCRETE
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TOTAL PARKING SPOTS PROVIDED: 62 SPOTS (3 A.D.A.)
23' ACCESS EASEMENT
STD. 12" CURB SECTIO
PARKING LOT DESIGN:
TIE INTO EXISTING 12" CURB
THE METES AND BOUNDS DESCRIPTION AND ALL SHOWN EASEMENTS HEREIN WERE
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DRIVE AISLE: 6" THICK, #4 REBAR (GRADE 60) AT 16" O.C.B.W.
NEW PARKING AREA
7- �j
EXISTING PARKING
8.
ALL SIDEWALKS AND RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH A.D.A.
12"
TRASH DUMPSTER AREA: 8" THICK, #4 REBAR (GRADE 60) AT 16" O.C.B.W.
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3.
CONCRETE SHALL BE 3,000 psi AT 28 DAY STRENGTH. CONTRACTOR IS RESPONSIBLE
2'V-SHAPED
WEIR DETAIL
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FOR MAINTAINING SLUMP DURING PLACEMENT. (5" SLUMP MAXIMUM)
SCALE: I"= 5'
ALL CURB RADII SHALL BE 2' FROM BACK OF CURB UNLESS NOTED OTHERWISE.
4.
GENERAL NOTES:
PARKING ANALYSIS:
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1.
PARKING ANALYSIS:
1.
BENCHMARK: TOP OF SANITARY SEWER MANHOLE. RIM= 278.10'
EXISTING P -LOT: 60 SPOTS (3 A.D.A.)
2.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
PROPOSED EXPANSION: 62 SPOTS (3 A.D.A.)
W
EXISTING UTILITIES. AT LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, THE
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CONTRACTOR SHALL CONTACT DIG TESS @ 1-800-3448377.
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RETAIL BUILDING: 9,967 SF
3.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DESIGN GUIDELINES AND
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PATIO DINING: 640 SF
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SPECIFICATIONS FOR WATER, SEWER, DRAINAGE AND STREET CONSTRUCTION SHOWN
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TOTAL: 10,607 SF
HEREIN THIS APPROVED SET OF CONSTRUCTION DOCUMENTS AND WITH THE
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REGULATIONS OF BRAZOS COUNTY AND TEH STATE OF TEXAS.ALL CONSTRUCTION SHALL
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BE COORDINATED WITH THE PROJECT AND COUNTY ENGINEER PRIOR TO START.
REQUIRED SPOTS: 10,607 SF @ 1/250 SF = 43 PARKING SPOTS
4.
THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION
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DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.
INTENSE USE CALCULATIONS
5.
LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY.
RESTAURANT: 3,516 SF
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OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE CONSTRUCTION
10,607 X 25%: -2,652 SF
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING
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TOTAL: 864 SF @ 1/65 SF = 14 ADDITIONAL SPOTS
OF ALL BURIED UTILITIES.
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6.
THE SUBJECT PROPERTY DOES NOT LIE WITHIN THE LIMITS OF THE 100 -YEAR FLOOD
TOTAL PARKING SPOTS REQUIRED: 57 SPOTS
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HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY:
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TOTAL PARKING SPOTS PROVIDED: 62 SPOTS (3 A.D.A.)
MAP NUMBER 48041C0310F, EFFECTIVE DATE APRIL 2, 2014.
2.
PARKING LOT DESIGN:
7.
THE METES AND BOUNDS DESCRIPTION AND ALL SHOWN EASEMENTS HEREIN WERE
DRIVE AISLE: 6" THICK, #4 REBAR (GRADE 60) AT 16" O.C.B.W.
PROVIDED BY KERR SURVEYING, OCTOBER 2014.
7- �j
PARKING AREAS: 5" THICK, #4 REBAR (GRADE 60) AT 16" O.C.B.W.
8.
ALL SIDEWALKS AND RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH A.D.A.
TRASH DUMPSTER AREA: 8" THICK, #4 REBAR (GRADE 60) AT 16" O.C.B.W.
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(AMERICANS WITH DISABILITIES ACT) AND T.A.S. (TEXAS ACCESSIBILITY STANDARDS)
3.
CONCRETE SHALL BE 3,000 psi AT 28 DAY STRENGTH. CONTRACTOR IS RESPONSIBLE
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REQUIREMENTS AND STANDARDS.
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FOR MAINTAINING SLUMP DURING PLACEMENT. (5" SLUMP MAXIMUM)
9.
ALL CURB RADII SHALL BE 2' FROM BACK OF CURB UNLESS NOTED OTHERWISE.
4.
CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PLACEMENT
10.
ALL DIMENSIONS SHOWN ARE MEASURED FROM BACK OF CURB UNLESS NOTED OTHERWISE.
5.
CONTRACTOR SHALL HAVE 3 TEST CYLINDERS MADE AND TESTED FOR EVERY 100
11.
CONTRACTOR SHALL HYDRO -MULCH SEED TO PROMOTE GRASS RE -GROWTH TO ALL AREAS
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YARDS OF CONCRETE PLACED PER DAY.
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THAT HAVE BEEN DISTURBED BY CONSTRUCTION.
6.
PAVEMENT MARKINGS & STRIPING: DO NOT APPLY TRAFFIC AND LANE STRIPING UNTIL
12.
EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF
LAYOUT AND PLACEMENT HAS BEEN APPROVED BY ENGINEER. PAVEMENT SURFACE
THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW
MUST BE SWEPT CLEAN AND FREE OF MATERIAL AND DUST. ALL PAVEMENT MARKINGS
AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY.
SHALL BE MECHANICALLY APPLIED TO PRODUCE UNIFORM STRAIGHT EDGES. ALL
FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT
PAVEMENT STRIPINGS SHALL BE 4" WIDE. CONTRACTOR SHALL USE
DRAWN BY: JOE G.
DOES NOT CROSS ANY PROPERTY LINE.
SCALE: NOTE
CHLORINATED -RUBBER BASED TRAFFIC PAINT - FACTORY MIXED, QUICK -DRYING, AND
13.
LANDSCAPING: 100% COVERAGE OF GROUND -COVER, DECORATIVE PAVING, DECORATIVE
NON-BLEEDING.
ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS,
7.
FIRE LANE: CONTRACTOR SHALL PAINT ALL CURBS AS SHOWN WITH 4"
SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT OF WAY, AND
WIDE RED PAINT WITH " FIRE LANE " SPACED EVERY 25' TO ESTABLISH FIRE
ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION
LANE.
STORM WATER MITIGATION NOTES:
SITE CLEARING AND GRADING:
1.
CONTRACTOR/OWNER IS RESPONSIBLE FOR FILING A NOTICE OF INTENT (NOI) WITH TCEQ
1.
SITE PREPARATION: CONTRACTOR SHALL CLEAR AND GRUB DESIGNATED AREAS OF ALL
PRIOR TO CONSTRUCTION.
TOP SOIL AND ORGANIC MATERIAL. TOP SOIL SHALL BE STOCKPILED ON-SITE AT A
2.
THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION
LOCATION DESIGNATED BY OWNER.
ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO
2.
ALL AREAS THAT ARE FOUND TO BE 'PUMPING' OR 'SINK -HOLES' OR NOT TO BE IN ORIGINAL
PREVENT THE TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE.
UN -EXCAVATED COMPACTED STATE, SHALL BE REMOVED AND REPLACED WITH SELECT
3.
ALL STORM WATER PRODUCED FROM THIS SITE GENERALLY SHEET FLOWS OVER
FILL, COMPACTED PER PROJECT SPECIFICATIONS. CONTACT ENGINEER.
PAVED PARKING AREAS FROM EAST TO WEST TO THE EXISTING CURB CUT WEIR IN
THE SOUTH CORNER OF THE CENTER. THE STORM WATER IS THEN
METER -RELEASED VIA THE WEIR TO THE PARKING LOT AREA OF TEH ADJOINING
APARTMENTS COMPLEX WHERE IT IS FINALLY CONVEYED TO
2' 2" DEPRESSION
4 a 74Ll � •
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NOTE: 3000 psi CONCRETE rn
#3 REBAR @ 12" O.C.B.W. 2' PILOT CHANNEL
N.T.S.
1/4" SAWED JOINT
10' SPACING (MAX.)
1-1/2" MIN, DEPTH
JOINT SEALED WITH
SONNEBORN SLI, OR
APPROVED EQUAL
NOTE(S):
1. SAW -CUT SHALL BE INSTALLED WITHIN 24
HRS OF PLACEMENT OF CONCRETE.
2. SPACING SHALL BE 1` NAMUM OF 15'.
TYPICAL CONTRACTION JOINT DETAIL
N.T.S.
1/4" JOINT SEALED WITH
SONNEBORN SLI, OR
APPROVED EQUAL.
FORMED METAL
KEYWAY PLATE, 3/4" SEALANT DEPTH
' ►' : a
OVER -LAP 12" (MIN.)
TYPICAL KEYED CONSTRUCTION JOINT DETAIL
N.T.S.
12" #5 SMOOTH DOWEL VINYLEX, Vx-SEAL JOINT SEAL, MODEL
AT 24" CC. VX -500, OR APPROVED EQUAL.
26 GA. STEEL OR PVC SLEEVE.
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5" �
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A A 4
1/2" REDWOOD, BITUMINOUS FILLER, NOTE: 1. MAX. SPACING AT 40'.
CEREMAR CLOSED CELL FOAM, OR
APPROVED EQUAL.
TYPICAL EXPANSION JOINT DETAIL FOR CONCRETE PAVEMENT
N.T.S.
VARIES
#4 REBAR @ 16" O.C.B.W.
6"
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UNDISTURBED SUBGRADE
WEAK OR "PUMPING" AREAS MUST BE REMOVED AND REPLACED
WITH SELECT FILL COMPACTED TO 95% STD. PROCTOR (D 698)
& WITHIN ±2% OF OPTIMUM MOISTURE NOTES:
1. 3,000 psi CONCRETE @ 28 DAY STRENGTH
2. REBAR SHALL BE 60ksi YIELD STRENGTH
TYPICAL REINFORCED CONCRETE PAVEMENT SECTION
N.T.S.
6" THICK STABILIZED SUBGRADE
SINCE THE TYPES OF SOILS VARY, THE
RECOMMENDED PERCENTAGE OF LIME, FLY
ASH AND/OR CEMENT TO BE ADMIXED
WITH THE SUBGRADE SOILS SHOULD BE
CONFIRMED BY SPECIFIC LABORATORY
TESTS PERFORMED AT THE TIME OF
CONSTRUCTION.
SOUTHWEST PKWY.
80' R -O -W
PROJECT
LOCATION
of
LOCATION MAP
SCALE: 1" = 1000'
PAVEMENT ELEVATIONS:
1. MATCH EXISTING 12" CURB ELEVATION AND FLOW LINE =277.40'
2. TOP OF CURB ELEV. = 279.00'
3. TOP OF CURB ELEV. = 279.50'
4. MATCH EXISTING CURB ELEVATION AND FLOWLINE. 6" CURB
5. TOP OF CURB ELEV. = 279.00'
6. BENCHMARK: SSMH RIM ELEV. = 278.10'
7. SAW CUT & REMOVE EXISTING CURB (DO NOT DISTURB ISLANDS)
8. DOWELED CONSTRUCTION JOINT (#4 BARS @ 24" O.C.)
9. INSTAII.6" RAISED CURB(9' - DOWELED) TO COMPLETE ISLAND
- I �
N 40°27'30" E 228.90'
-
7 6
_ I 25' SETBACK
RELOCATED A.D.A. SPOT
NEW 5' WIDE
LANDING AREA PORCH
EXPANSION
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2
S -S/F S/F S/F c
S 40°27'30" W
73'
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rcaar-.•.-- Lrrtavc SILT FENCE (256)
SEE DETAIL SHEET SWPP
ELEVATION
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3 RE'OUIRED
E3 +I, DRAINAGE ARROWS REVIEWED I~OR /
4-ZCOMPLIANCE
;1 APR 0 7 2015
COLLEGE STATIO
ENGINEERING
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S/F S/F -
174.97'
64'
8'
S/F S/F
ALL NEW ISLANDS SHALL
RECEIVE A CANOPY TREE
9'
REVIEWE'Q FOR.
COMPLIANCE
APR 0 7 2p15 � APPROVED FOR
N BIDDING &
CONSTRUCTION
COLLEGE S1 hTION
DEVELOPMENT SERVICES
PLAT FILED:
PARKING LOT EXPANSION
SCALE: 1" = 20'
03/25/2015
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REVISIONS
1
DRAWN BY: JOE G.
DATE: MARCH 2015
SCALE: NOTE
PROJECT #: GE00710iD1
SPM,
SAND BAG
CINDER BLOCK -
A'
NOTE:
TEMPORARY DEVICES AROUND STORMS DRAINS ARE USED TO DETAIN
AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS
SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET
OR CATCH BASIN.
SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO
ATMOSPHERIC CONDITIONS.
SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION.
NOTE:
HAY BALES ARE USED TO DETAIN AND/OR
FILTER SEDIMENT -LADEN RUNOFF. THE
PROTECTION ALLOWS SEDIMENT TO
SETTLE PRIOR TO DISCHARGE INTO A
STORM DRAIN INLET OR CATCH BASIN.
T -POST AS—
TO MAINTAIN
HAY BALE
FILTER FABRIC NOT TO
COVER DRAIN INLET
—ROCK SIZE
7
3/4" TO 1-1/2"
FILTER
FABRIC
,:4" SAND BAG
STORM DRAIN INLET PRO
100s PS
50. .
III ill
III 111
III III
EROSION CONTROL ALONG DITCH
„ I , 4..
4"X4" MIN. TRENCH 4
20"
SILT FENCE ASSEMBLYSWPP1-03
HAY BALES
METAL T -POST AS
REQ'D. TO MAINT/
[ON
SVVPPI-00
*MINIMUM 12' SHALL BE FULL
WIDTH OF SITE ENTRANCE
6" MIN. DEPTH STONE L 7VARIES-1
(ASTM D448, 3" TO 5"
DIAMETER) OVER j0 �p0'
GEOTEXTILE FABRIC
WITH SAME SQUARE 50. a �s T
OV
FOOTAGE g
A *'
i A
EXISTING
STREET
SWPP1-01
2"X4" WIRE MESH
NOTE:
FASTENED TO T -POST
DRESS WITH ADDITIONAL
SEDIMENT CONTROL FABRIC
6" MIN.
STONE AS NEEDED. STONE
FASTENED SECURELY TO
IS TO BE MAINTAINED SO AS
T -POST & WIRE MESH
METAL T -POST AS
TO PREVENT CONSTRUCTION
8" OF FILTER FABRIC TO EXTEND
REQ'D TO MAINTAIN
TRAFFIC FROM TRACKING
INTO A TRENCH AND BE ANCHORED
SPACED W APART
MUD ONTO ADJACENT PUBLIC
WITH COMPACTED BACKFILL
STREETS.
ALLOW 2.5' TO W AT TOE OF
SILT FENCE AND/OR
FABRIC
SLOPE FOR SEDIMENT TO
HAY BALES TO BE
SUBGRADE
ACCUMULATE. ALIGN FENCE
USED IN AREAS OF
ALONG SLOPE CONTOURS.
DRAINAGE FLOW
OF FLOW
NATURAL GROUND
pIRECTiUN
il
„ I , 4..
4"X4" MIN. TRENCH 4
20"
SILT FENCE ASSEMBLYSWPP1-03
HAY BALES
METAL T -POST AS
REQ'D. TO MAINT/
[ON
SVVPPI-00
*MINIMUM 12' SHALL BE FULL
WIDTH OF SITE ENTRANCE
6" MIN. DEPTH STONE L 7VARIES-1
(ASTM D448, 3" TO 5"
DIAMETER) OVER j0 �p0'
GEOTEXTILE FABRIC
WITH SAME SQUARE 50. a �s T
OV
FOOTAGE g
A *'
i A
EXISTING
STREET
NOTE:
DRESS WITH ADDITIONAL
6" MIN.
STONE AS NEEDED. STONE
IS TO BE MAINTAINED SO AS
TO PREVENT CONSTRUCTION
TRAFFIC FROM TRACKING
MUD ONTO ADJACENT PUBLIC
STREETS.
GEOTEXTILE
FABRIC
SECTIONA A
SUBGRADE
CONSTRUCTION
EXIT SILT CONTROL _
SWPPI-02
GENERAL NOTES:
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER
HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY
BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL
GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS
IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS
SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF
LAST DISTURBANICE.
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED
DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY
CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE
VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS
COMPLETE AND THEN REMOVED BY CONTRACTOR.
ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF
SILT AFTER EVERY RAIN.
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Of
CITY OF BRYAN
The Good Life, Teras Style."
DRAWN BY: C.L.M.
DATE: 08-01-12'
SCALE N T S
APPROVED: W. P. K.
FIGUR'IE=
SHEET 1 110 1
SLOPE 1/4" PER FT.
(TYP.)
PAVEMENT
THICKNESS
STD. 12" CURB
NEW PARKING AREA
TIE INTO EXISTING 12" CURB
EXISTING PARKING
12° -
2'V -SHAPED WEIR DETAIL
SCALE: 1" = 5'
2'
4„ a• °
NOTE: 3000 psi CONCRETE
#3 REBAR @ 12" O.C.B.W. 2' PILOT CHANNEL
24" N.T.S.
SLOPE
15" ► �- 6" 1/4" PER
1/8" SLOPE FOOT
6" 1/2"R (MIN.)
.d
6" 1/4" SAWED JOINT
#3 BARS 10' SPACING (MAX.)
.41 -1/2" MIN, DEPTH
12„
• „•MIN.
�'•+ d i •• , • •' JOINT SEALED WITH FORMED METAL
6
' .,d SONNEBORN SLI, OR KEYWAY PLATE
-4 3' : • • 12" APPROVED EQUAL
#3 BAR @ 30"
C.C. • i.,--4 6"ie
MIN. EXCAVATION • �` • * a + ' a '
OUTLINE FOR
STREET CONST.
NOTE(S):
STABILIZED SUBGRADE
1. SAW -CUT SHALL BE INSTALLED WITHIN 24
6„ HRS OF PLACEMENT OF CONCRETE.
NOTE: 2. SPACING SHALL BE MAXIMUM OF 15'.
SHALL BE USED TO REPLACE EXISTING CURB -ONLY IMPROVEMENTS.
2" DEPRESSION
GENERAL NOTES:
LEGEND
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PROPERTY LINE
-
EXISTING EASEMENT LINE
-
BUILDING SETBACK LINE
v ...
EXISTING CONToLJ_RS
262
PROPOSED CONT@URS
S/F
EROSION CONTROL. FENCE (SILT)
AE - AE
EXISTING AERIAL ELECTRIC LINES
EDGE OF CONCRETE / CURB
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SANITARY SEWER MANHOLE
RETAIL BUILDING: 9,967 SF
STORM DRAIN MANHOLE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DESIGN GUIDELINES AND
FIRE HYDRANT
N
WATER VALVE
Q
TRANSFORMER
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UTILITY POLE
HEREIN THIS APPROVED SET OF CONSTRUCTION DOCUMENTS AND WITH THE
GUY WIRE ANCHOR
❑ ❑ ❑
WOOD FENCE
„a
CONCRETE
REQUIRED SPOTS: 10,607 SF @ 1/250 SF = 43 PARKING SPOTS
23' ACCESS EASEMENT
TIE INTO EXISTING 12" CURB
EXISTING PARKING
12° -
2'V -SHAPED WEIR DETAIL
SCALE: 1" = 5'
2'
4„ a• °
NOTE: 3000 psi CONCRETE
#3 REBAR @ 12" O.C.B.W. 2' PILOT CHANNEL
24" N.T.S.
SLOPE
15" ► �- 6" 1/4" PER
1/8" SLOPE FOOT
6" 1/2"R (MIN.)
.d
6" 1/4" SAWED JOINT
#3 BARS 10' SPACING (MAX.)
.41 -1/2" MIN, DEPTH
12„
• „•MIN.
�'•+ d i •• , • •' JOINT SEALED WITH FORMED METAL
6
' .,d SONNEBORN SLI, OR KEYWAY PLATE
-4 3' : • • 12" APPROVED EQUAL
#3 BAR @ 30"
C.C. • i.,--4 6"ie
MIN. EXCAVATION • �` • * a + ' a '
OUTLINE FOR
STREET CONST.
NOTE(S):
STABILIZED SUBGRADE
1. SAW -CUT SHALL BE INSTALLED WITHIN 24
6„ HRS OF PLACEMENT OF CONCRETE.
NOTE: 2. SPACING SHALL BE MAXIMUM OF 15'.
SHALL BE USED TO REPLACE EXISTING CURB -ONLY IMPROVEMENTS.
2" DEPRESSION
GENERAL NOTES:
PARKING ANALYSIS:
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1.
PARKING ANALYSIS:
1.
BENCHMARK: TOP OF SANITARY SEWER MANHOLE. RIM = 278.10'
EXISTING P -LOT: 60 SPOTS (3 A.D.A.)
2.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
PROPOSED EXPANSION: 62 SPOTS (3 A.D.A.)
EXISTING UTILITIES. AT LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, THE
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CONTRACTOR SHALL CONTACT DIG TESS @ 1-800-344-8377.
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RETAIL BUILDING: 9,967 SF
3.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DESIGN GUIDELINES AND
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PATIO DINING: 640 SF
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SPECIFICATIONS FOR WATER, SEWER, DRAINAGE AND STREET CONSTRUCTION SHOWN
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TOTAL: 10,607 SF
HEREIN THIS APPROVED SET OF CONSTRUCTION DOCUMENTS AND WITH THE
REGULATIONS OF BRAZOS COUNTY AND TEH STATE OF TEXAS.ALL CONSTRUCTION SHALL
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REQUIRED SPOTS: 10,607 SF @ 1/250 SF = 43 PARKING SPOTS
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BE COORDINATED WITH THE PROJECT AND COUNTY ENGINEER PRIOR TO START.
4.
THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION
INTENSE USE CALCULATIONS
DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.
RESTAURANT: 3,5 SF
5.
LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY.
10 607 X 25%: -2 6522 SF
OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE CONSTRUCTION
TOTAL: 864 SF @ 1/65 SF = 14 ADDITIONAL SPOTS
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING
OF ALL BURIED UTILITIES.
6.
THE SUBJECT PROPERTY DOES NOT LIE WITHIN THE LIMITS OF THE 100 -YEAR FLOOD
TOTAL PARKING SPOTS REQUIRED: 57 SPOTS
HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY:
TOTAL PARKING SPOTS PROVIDED: 62 SPOTS (3 A.D.A.)
MAP NUMBER 48041C0310F, EFFECTIVE DATE APRIL 2, 2014.
2.
PARKING LOT DESIGN:
7.
THE METES AND BOUNDS DESCRIPTION AND ALL SHOWN EASEMENTS HEREIN WERE
DRIVE AISLE: 6" THICK, #4 REBAR (GRADE 60) AT 16" O.C.B.W.
PROVIDED BY KERR SURVEYING, OCTOBER 2014.
PARKING AREAS: 5" THICK, #4 REBAR (GRADE 60) AT 16" O.C.B.W.
8.
ALL SIDEWALKS AND RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH A.D.A.
TRASH DUMPSTER AREA: 8" THICK, #4 REBAR (GRADE 60) AT 16" O.C.B.W.
(AMERICANS WITH DISABILITIES ACT) AND T.A.S. (TEXAS ACCESSIBILITY STANDARDS)
3.
CONCRETE SHALL BE 3,000 psi AT 28 DAY STRENGTH. CONTRACTOR IS RESPONSIBLE
REQUIREMENTS AND STANDARDS.
FOR MAINTAINING SLUMP DURING PLACEMENT. (5" SLUMP MAXIMUM)
9.
ALL CURB RADII SHALL BE 2' FROM BACK OF CURB UNLESS NOTED OTHERWISE.
4.
CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PLACEMENT
10.
ALL DIMENSIONS SHOWN ARE MEASURED FROM BACK OF CURB UNLESS NOTED OTHERWISE.
5.
CONTRACTOR SHALL HAVE 3 TEST CYLINDERS MADE AND TESTED FOR EVERY 100
11.
CONTRACTOR SHALL HYDRO -MULCH SEED TO PROMOTE GRASS RE -GROWTH TO ALL AREAS
YARDS OF CONCRETE PLACED PER DAY.
THAT HAVE BEEN DISTURBED BY CONSTRUCTION.
6.
PAVEMENT MARKINGS & STRIPING: DO NOT APPLY TRAFFIC AND LANE STRIPING UNTIL
12.
EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF
LAYOUT AND PLACEMENT HAS BEEN APPROVED BY ENGINEER. PAVEMENT SURFACE
THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW
MUST BE SWEPT CLEAN AND FREE OF MATERIAL AND DUST. ALL PAVEMENT MARKINGS
AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY.
SHALL BE MECHANICALLY APPLIED TO PRODUCE UNIFORM STRAIGHT EDGES. ALL
FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT
PAVEMENT STRIPINGS SHALL. BE 4" WIDE. CONTRACTOR SHALL USE
DOES NOT CROSS ANY PROPERTY LINE.
CHLORINATED -RUBBER BASED TRAFFIC PAINT - FACTORY MIXED, QUICK -DRYING, AND
13.
LANDSCAPING: 100% COVERAGE OF GROUND -COVER, DECORATIVE PAVING, DECORATIVE
NON-BLEEDING.
ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS,
7.
FIRE LANE: CONTRACTOR SHALL PAINT ALL CURBS AS SHOWN WITH 4"
SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT OF WAY, AND
WIDE RED PAINT WITH " FIRE LANE " SPACED EVERY 25' TO ESTABLISH FIRE
ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION
LANE.
STORM WATER MITIGATION NOTES:
SITE CLEARING AND GRADING:
1.
CONTRACTOR/OWNER IS RESPONSIBLE FOR FILING A NOTICE OF INTENT (NOI) WITH TCEQ
1.
SITE PREPARATION: CONTRACTOR SHALL CLEAR AND GRUB DESIGNATED AREAS OF ALL
PRIOR TO CONSTRUCTION.
TOP SOIL AND ORGANIC MATERIAL. TOP SOIL SHALL BE STOCKPILED ON-SITE ATA
2•
THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION
LOCATION DESIGNATED BY OWNER.
ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO
2.
ALL AREAS THAT ARE FOUND TO BE'PUMPING' OR'SINK-HOLES' OR NOT TO BE IN ORIGINAL
PREVENT THE TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE.
UN -EXCAVATED COMPACTED STATE, SHALT. BE REMOVED AND REPLACED WITH SELECT
3,
ALL STORM WATER PRODUCED FROM THIS SITE GENERALLY SHEET FLOWS OVER
FILL, COMPACTED PER PROJECT SPECIFICATIONS. CONTACT ENGINEER.
PAVED PARKING AREAS FROM EAST TO WEST TO THE EXISTING CURB CUT WEIR IN
THE SOUTH CORNER OF THE CENTER. THE STORM WATER IS THEN
METER -RELEASED VIA THE WEIR TO THE PARKING LOT AREA OF TEH ADJOINING
APARTMENTS COMPLEX WHERE IT IS FINALLY CONVEYED TO
4
SOUTHWEST PKWY.
80' R -O -W
N 40°27'30" E 228.90'
LOCATION
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LOCATION MAP
SCALE: 1" = 1000'
PAVEMENT ELEVATIONS:
1. MATCH''EXISTING 12" CURB ELEVATION AND FLOW LINE =277.40'
2. TOP OFI CURB El EV. = 279.00'
3. TOP OF: CURB ELEV. = 279.50'
4. MATCH'EXISTING CURB ELEVATION AND FLOWLINE. 6" CURB
5. TOP OF CURB ELEV. = 279.00'
6. BENCHMARK: SSMH RIM ELEV. = 278.10'
7. SAW CUT & REMOVE EXISTING CURB (DO NOT DISTURB ISLANDS)
8. DOWELED CONSTRUCTION JOINT (#4 BARS @ 24" O.C.)
4
APPROVED FOR
BIDDING AND
CONSTRUCTION
PURPOSES BY
JOE GATTIS PE
ON 03/10/2015
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MONOLITHIC CURB AND GUTTER SECTION DETAIL TYPICAL CONTRACTION JOINT DETAIL TYPICAL KEYED CONSTRUCTION JOINT DETAIL I I r J
NTS N.T.S. N.T.S. (A i-
40'-0"
(TYPJ
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SAWED JOINT & CONSTRUCTION JOINT
LAYOUT DETAIL
N.T.S.
12" #5 SMOOTH DOWEL
AT 24" CC.
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VINYLEX, Vx SEAL JOINT SEAL, MODEL
VX -500, OR APPROVED EQUAL.
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b d .d d
1/2" REDWOOD, BITUMINOUS FILLER, NOTE: 1. MAX. SPACING AT 40'.
CEREMAR CLOSED CELL FOAM, OR
APPROVED EQUAL.
TYPICAL EXPANSION JOINT DETAIL FOR CONCRETE PAVEMENT
N.T.S.
VARIES
#4 REBAR @ 16" O.C.B.W.
e •.+.�.
:w•H` 1 'ar•b':h . }.�r ^' AaC'^C i•, t
iso°. i ..y.+a1.+•• Z/ •. ;� F . •i•i `iY.y .+ 1. a;�v ='j •. I've
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ti/ Ce4 •v/Yf�'7,�ti,, �v �• nji`'r'•4 = • '.a: +;�•,,. a� ;d�"l �••1 rk•
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is ' . i• Ci :F .. •;.+w :�' i sw. •:$•. ..t •:t. � '''!'' 4io•ir^1
UNDISTURBED SUBGRADE
WEAK OR "PUMPING" AREAS MUST BE REMOVED AND REPLACED
WITH SELECT FILL COMPACTED TO 95% STD. PROCTOR (D, 698)
& WITHIN ±2% OF OPTIMUM MOISTURE NOTES:
1. 3,000 psi CONCRETE @ 28 DAY STRENGTH
2. REBAR SHALL BE 60ksi YIELD STRENGTH
TYPICAL REINFORCED CONCRETE PAVEMENT SECTION
N.T.S.
6" THICK STABILIZED SUBGRADE
SINCE THE TYPES OF SOILS VARY, THE
RECOMMENDED PERCENTAGE OF LIME, FLY
ASH AND/OR CEMENT TO BE ADMIXED
WITH THE SUBGRADE SOILS SHOULD BE
CONFIRMED BY SPECIFIC LABORATORY
TESTS PERFORMED AT THE TIME OF
CONSTRUCTION.
EXISTING 11'r-14
DO NOT DISTUR$
I
45'2'W IDE CURB WEIR
SEE DETAIL THIS PAGE _
PROPOSED
T DRAINAGE
FLUME
EROSION CTR
HAY BALES
SS 42'-6"
65
C2
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A � rCR
3
2
S/F S/F S/F S/F S/F S/F S/F
S 40°2730" W
- 73'
SILT FENCE (255')
SEE DETAIL SHEET SWPP
8'
174.97'
64
PARKING LOT EXPANSION
SCALE: 1" = 20'
9'
ALL NEW ISLANDS SHALL
RECEIVE A CANOPY TREE
V/
REVISIONS
1
DRAWN BY: JOE G. II
DATE: JANUARY 201;
SCALE: NOTED
PROJECT #: GE0071001
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NOTE:
TEMPORARY DEVICES AROUND STORMS DRAINS ARE USED TO DETAIN
AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS
SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET
OR CATCH BASIN.
SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO
ATMOSPHERIC CONDITIONS.
SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION.
NOTE:
HAY BALES ARE USED TO DETAIN AND/OR
FILTER SEDIMENT -LADEN RUNOFF. THE
PROTECTION ALLOWS SEDIMENT TO
SETTLE PRIOR TO DISCHARGE INTO A
STORM DRAIN INLET OR CATCH BASIN.
METAL T -POST AS-
\\ REQ'D TO MAINTAIN
HAY BALE -4 T
HAY BALES -
METAL T POST AS-
REQ'D. TO MAINTAIN IN10W
/\
STORM DRAIN INLET PROTECTION
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"
60�
1005 PS
III III
III III
III III
EROSION CONTROL ALONG DITCH
SWPi
2"X4" WIRE MESH
FASTENED TO T -POST
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T -POST & WIRE MESH
METAL T -POST AS 8" OF FILTER FABRIC TO EXTEND
REQ'D TO MAINTAIN INTO A TRENCH AND BE ANCHORED
SPACED W APART WITH COMPACTED BACKFILL
ALLOW 2.5' TO 5' AT TOE OF
SILT FENCE AND/OR SLOPE FOR SEDIMENT TO
HAY BALES TO BE ACCUMULATE. ALIGN FENCE
USED IN AREAS OF ALONG SLOPE CONTOURS.
DRAINAGE FLOW
NATURAL GROUND�T�ON OF FLOW
� DIRE
4"X4" MIN. TRENCH 4'
20"
SILT FENCE ASSEMBLY
*MINIMUM 12' SHALL BE FULL
WIDTH OF SITE ENTRANCE
6" MIN. DEPTH STONE *VARIES
ASTM D448, 3" TO 5"
DIAMETER)
FABRIC 5p' OVER TO 1p0
WITH SAME SQUARE U�
FOOTAGE SCO
- EXISTING STREET-
NOTE:
DRESS WITH ADDITIONAL
6" MIN. STONE AS NEEDED. STONE
IS TO BE MAINTAINED SO AS
TO PREVENT CONSTRUCTION
TRAFFIC FROM TRACKING
MUD ONTO ADJACENT PUBLIC
GEOTEXTILE STREETS.
FABRIC
SEA A SUBG ADE
CTION
1-01 CONSTRUCCTION EXIT SILT CONTROL
SWPPI-02
GENERAL NOTES:
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER
HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY
BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL
GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS
IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS
SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF
LAST DISTURBANCE.
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED
DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY
CONSTRUCTION JAND SHALL STAY IN PLACE UNTIL ACCEPTABLE
VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS
COMPLETE AND THEN REMOVED BY CONTRACTOR.
ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF
SILT AFTER EVERY RAIN.
SWPP I -03
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CITY OF BRYAN
The Good Life, Texas Style."
DRAWN BY: C.L.M.!)
DATE 08-01-12
SCALE: N T S
APPROVED: W. P. K.
FIGURE=
!� D
SHEET 1 �OF 1
SLOPE 1/4" PER FT.
(TYP.)
PAVEMENT
THICKNESS
STD. 12" CURB SECTION-\ r- TIE INTO EXISTING 12" CURB
2'
NEW PARKING AREA /7777�12" EXISTING PARKING
TV -SHAPED WEIR DETAIL
SCALE: 1" = 5'
2'
4..
#3 REBAR @ 12" O.C.B.W.
24"
NOTE: 3000 psi CONCRETE
2' PILOT CHANNEL
LEGEND
�- - -
PROPERTY LINE-
INEEXISTING
SLOPE
EXISTINGEASEMENT LINE
BUILDING SETAACK LINE
-► + 6"
EXISTING CONTOURS
262
PROPOSED CONTOURS
S/F
EROSION CONTROL FENCE (SILT)
AE - AE
- EXISTING AERN ELECTRIC LINES
FOOT
EDGE OF CONCRETE / CURB
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SANITARY SEWER MANHOLE
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STORM DRAIN MANHOLE
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WATER VALVE
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TRANSFORMER
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UTILITY POLE
SONNEBORN SLl, OR
GUY WIRE ANCHOR
WOOD FENCE
CONCRETE
6.. �_„
23ACCESS EASEMENT
STD. 12" CURB SECTION-\ r- TIE INTO EXISTING 12" CURB
2'
NEW PARKING AREA /7777�12" EXISTING PARKING
TV -SHAPED WEIR DETAIL
SCALE: 1" = 5'
2'
4..
#3 REBAR @ 12" O.C.B.W.
24"
NOTE: 3000 psi CONCRETE
2' PILOT CHANNEL
•: ice■
v�wwm�jjjji1fij!fw_:::- MIN. EXCAVATION
MEN
WA IN 4 1 yd W I I I STREET CONST.
"- STABILIZED SUBGRADE
NOTE: 6"
SHALL BE USED TO REPLACE EXISTING CURB -ONLY IMPROVEMENTS.
MONOLITHIC CURB AND GUTTER SECTION DETAIL
N.T.S.
40'-0"
(TYP.)
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CONTRACTION JOINT
ci OR SAW JOINT
SAWED JOINT & CONSTRUCTION JOINT
LAYOUT DETAIL
N.T.S.
NOTE(S):
1. SAW -CUT SHALL BE INSTALLED WITHIN 24
HRS OF PLACEMENT OF CONCRETE.
2. SPACING SHALL BE MAXIMUM OF 15'.
TYPICAL CONTRACTION JOINT DETAIL
N.T.S.
12" #5 SMOOTH DOWEL
PARKING ANALYSIS:
AT 24" CC.
BENCHMARK: TOP OF SANITARY SEWER MANHOLE. RIM= 278.10'
SLOPE
PARKING ANALYSIS:
15"
-► + 6"
EXISTING P -LOT: 60 SPOTS (3 A.D.A.)
1/4" PER
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
PROPOSED EXPANSION: 62 SPOTS (3 A.D.A.)
1/8" SLOPE
FOOT
CONTRACTOR SHALL CONTACT DIG TESS @ 1-800-3448377.
3
RETAIL BUILDING: 9,967 SF
(MIN.)
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DESIGN GUIDELINES AND
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6"
O
1/2"R
TOTAL: 10,607 SF
SONNEBORN SLl, OR
HEREIN THIS APPROVED SET OF CONSTRUCTION DOCUMENTS AND WITH THE
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REGULATIONS OF BRAZOS COUNTY AND TEH STATE OF TEXAS.ALL CONSTRUCTION SHALL
6.. �_„
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BE COORDINATED WITH THE PROJECT AND COUNTY ENGINEER PRIOR TO START.
FORMED METAL
1/4" SAWED JOINT
4.
THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION
:-.113".
#3 BARS
d
9
10' SPACING (MAX.)
I 00
-
INTENSE USE CALCULATIONS
5.
LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY.
1-1/2" MIN, DEPTH
f •
d
'� .� . �.
(MIN)
JOINT SEALED WITH
6' •
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OF ALL BURIED UTILITIES.
SONNEBORN SLl, OR
A
• 3° •
a •
I
TOTAL PARKING SPOTS REQUIRED: 57 SPOTS
APPROVED EQUAL
•: ice■
v�wwm�jjjji1fij!fw_:::- MIN. EXCAVATION
MEN
WA IN 4 1 yd W I I I STREET CONST.
"- STABILIZED SUBGRADE
NOTE: 6"
SHALL BE USED TO REPLACE EXISTING CURB -ONLY IMPROVEMENTS.
MONOLITHIC CURB AND GUTTER SECTION DETAIL
N.T.S.
40'-0"
(TYP.)
P --(Cj 1::-�-Cj
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L =Ej
EJ EXPANSION JOINT
CONTRACTION JOINT
ci OR SAW JOINT
SAWED JOINT & CONSTRUCTION JOINT
LAYOUT DETAIL
N.T.S.
NOTE(S):
1. SAW -CUT SHALL BE INSTALLED WITHIN 24
HRS OF PLACEMENT OF CONCRETE.
2. SPACING SHALL BE MAXIMUM OF 15'.
TYPICAL CONTRACTION JOINT DETAIL
N.T.S.
12" #5 SMOOTH DOWEL
PARKING ANALYSIS:
AT 24" CC.
BENCHMARK: TOP OF SANITARY SEWER MANHOLE. RIM= 278.10'
N.T.S.
2" DEPRESSION
GENERAL NOTES:
PARKING ANALYSIS:
1.
BENCHMARK: TOP OF SANITARY SEWER MANHOLE. RIM= 278.10'
1.
PARKING ANALYSIS:
2
EXISTING P -LOT: 60 SPOTS (3 A.D.A.)
2.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
PROPOSED EXPANSION: 62 SPOTS (3 A.D.A.)
EXISTING UTILITIES. AT LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, THE
CONTRACTOR SHALL CONTACT DIG TESS @ 1-800-3448377.
RETAIL BUILDING: 9,967 SF
3.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DESIGN GUIDELINES AND
Cn
PATIO DINING: 640 SF
O
SPECIFICATIONS FOR WATER, SEWER, DRAINAGE AND STREET CONSTRUCTION SHOWN
TOTAL: 10,607 SF
SONNEBORN SLl, OR
HEREIN THIS APPROVED SET OF CONSTRUCTION DOCUMENTS AND WITH THE
I
REGULATIONS OF BRAZOS COUNTY AND TEH STATE OF TEXAS.ALL CONSTRUCTION SHALL
d
(
BE COORDINATED WITH THE PROJECT AND COUNTY ENGINEER PRIOR TO START.
FORMED METAL
REQUIRED SPOTS: 10,607 SF @ 1/250 SF = 43 PARKING SPOTS
4.
THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION
QUEUE SPOTS
KEYWAY PLATE. 3/4" SEALANT DEPTH
d
9
DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.
I 00
-
INTENSE USE CALCULATIONS
5.
LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY.
RESTAURANT: 3,516 SF
OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE CONSTRUCTION
10,607 X 25%: -2,652 SF
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING
�~
TOTAL: 864 SF @ 1/65 SF = 14 ADDITIONAL SPOTS
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OF ALL BURIED UTILITIES.
6.
THE SUBJECT PROPERTY DOES NOT LIE WITHIN THE LIMITS OF THE 100 -YEAR FLOOD
I
TOTAL PARKING SPOTS REQUIRED: 57 SPOTS
HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY:
TOTAL PARKING SPOTS PROVIDED: 62 SPOTS (3 A.D.A.)
MAP NUMBER 48041C0310F, EFFECTIVE DATE APRIL 2, 2014.
2.
PARKING LOT DESIGN:
7.
THE METES AND BOUNDS DESCRIPTION AND ALL SHOWN EASEMENTS HEREIN WERE
DRIVE AISLE: 6" THICK, #4 REBAR (GRADE 60) AT 16" O.C.B.W.
PROVIDED BY KERR SURVEYING, OCTOBER 2014.
PARKING AREAS: 5" THICK, #4 REBAR (GRADE 60) AT 16" O.C.B.W.
8.
ALL SIDEWALKS AND RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH A.D.A.
3 PARALLEL
SPOTS
TRASH DUMPSTER AREA: 8" THICK, #4 REBAR (GRADE 60) AT 16" O.C.B.W.
(AMERICANS WITH DISABILITIES ACT) AND T.A.S. (TEXAS ACCESSIBILITY STANDARDS)
3.
CONCRETE SHALL BE 3,000 psi AT 28 DAY STRENGTH. CONTRACTOR IS RESPONSIBLE
REQUIREMENTS AND STANDARDS.
FOR MAINTAINING SLUMP DURING PLACEMENT. (5" SLUMP MAXIMUM)
9.
ALL CURB RADII SHALL BE 2' FROM BACK OF CURB UNLESS NOTED OTHERWISE.
4.
CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PLACEMENT
10.
ALL DIMENSIONS SHOWN ARE MEASURED FROM BACK OF CURB UNLESS NOTED OTHERWISE.
5.
CONTRACTOR SHALL HAVE 3 TEST CYLINDERS MADE AND TESTED FOR EVERY 100
11.
CONTRACTOR SHALL HYDRO -MULCH SEED TO PROMOTE GRASS RE -GROWTH TO ALL AREAS
YARDS OF CONCRETE PLACED PER DAY.
THAT HAVE BEEN DISTURBED BY CONSTRUCTION.
6.
PAVEMENT MARKINGS & STRIPING: DO NOT APPLY TRAFFIC AND LANE STRIPING UNTIL
12.
EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF
LAYOUT AND PLACEMENT HAS BEEN APPROVED BY ENGINEER. PAVEMENT SURFACE
THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW
MUST BE SWEPT CLEAN AND FREE OF MATERIAL AND DUST. ALL PAVEMENT MARKINGS
AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY.
''Pride CleanersLease
SHALL BE MECHANICALLY APPLIED TO PRODUCE UNIFORM STRAIGHT EDGES. ALL
FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT
TACO
PAVEMENT STRIPINGS SHALL BE 4" WIDE. CONTRACTOR SHALL USE
DOES NOT CROSS ANY PROPERTY LINE.
CHLORINATED -RUBBER BASED TRAFFIC PAINT - FACTORY MIXED, QUICK -DRYING, AND
13.
LANDSCAPING: 100% COVERAGE OF GROUND -COVER, DECORATIVE PAVING, DECORATIVE
TYPICAL KEYED CONSTRUCTION JOINT DETAIL
NON-BLEEDING.
FT
ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS,
7.
FIRE LANE: CONTRACTOR SHALL PAINT ALL CURBS AS SHOWN WITH 4"
SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT OF WAY, AND
WIDE RED PAINT WITH " FIRE LANE " SPACED EVERY 25' TO ESTABLISH FIRE
'
ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION
LANE.
STORM WATER MITIGATION NOTES:
SITE
CLEARING AND GRADING:
1.
CONTRACTOR/OWNER IS RESPONSIBLE FOR FILING A NOTICE OF INTENT (NOI) WITH TCEQ
1.
SITE PREPARATION: CONTRACTOR SHALL CLEAR AND GRUB DESIGNATED AREAS OF ALL
PRIOR TO CONSTRUCTION.
TOP SOIL AND ORGANIC MATERIAL. TOP SOIL SHALL BE STOCKPILED ON-SITE ATA
2.
THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION
LOCATION DESIGNATED BY OWNER.
ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO
2.
ALL AREAS THAT ARE FOUND TO BE'PUMPING' OR'SINK-HOLES' OR NOT TO BE IN ORIGINAL
PREVENT THE TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE.
UN -EXCAVATED COMPACTED STATE, SHALL BE REMOVED AND REPLACED WITH SELECT
3,
ALL STORM WATER PRODUCED FROM THIS SITE GENERALLY SHEET FLOWS OVER
FILL, COMPACTED PER PROJECT SPECIFICATIONS. CONTACT ENGINEER.
PAVED PARKING AREAS FROM EAST TO WEST TO THE EXISTING CURB CUT WEIR IN
THE SOUTH CORNER OF THE CENTER. THE STORM WATER IS THEN
METER -RELEASED VIA THE WEIR TO THE PARKING LOT AREA OF TEH ADJOINING
APARTMENTS COMPLEX WHERE IT IS FINALLY CONVEYED TO
d
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O
ro
C
in I
7
SOUTHWEST PKWY.
80' R -O -W
N 40°2730" E 228.90'
•-
25'SETBACK
50'ACCESSEASEMENT
5 8
Ej mv�
LOCATION
LOCATION MAP
ISCALE: 1" = 1000'
PAVEMENT ELEVATIONS:
I''.
1. MATCH EXISTING 12" CURB ELEVATION AND FLOW LINE =277.40'
2. TOP OF CURB ELEV. = 279.00'
3. TOP OF CURB ELEV. = 279.50'
4. MATCH EXISTING CURB ELEVATION AND FLOWLINE. 6" CURB
5. TOP OF CURB ELEV. = 279.00'
6. BENCHMARK: SSMH RIM ELEV. = 278.10'
7. SAW CUT & REMOVE EXISTING CURB (DO NOT DISTURB ISLANDS)
8. DOWELED CONSTRUCTION JOINT (#4 BARS @ 24" O.C.)
46
RELOCATED A.D.A. SPOT
PORCH
EXPANSION I
0
I
I 0
I
I09
2
-
m
Cn
1/4" JOINT SEALED WITH
O
I
SONNEBORN SLl, OR
0 C
cO
I
APPROVED EQUAL.
d
(
2 DRIVE-THRU
FORMED METAL
O
z
QUEUE SPOTS
KEYWAY PLATE. 3/4" SEALANT DEPTH
d
9
w
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-
3
SOUTHWEST PKWY.
80' R -O -W
N 40°2730" E 228.90'
•-
25'SETBACK
50'ACCESSEASEMENT
5 8
Ej mv�
LOCATION
LOCATION MAP
ISCALE: 1" = 1000'
PAVEMENT ELEVATIONS:
I''.
1. MATCH EXISTING 12" CURB ELEVATION AND FLOW LINE =277.40'
2. TOP OF CURB ELEV. = 279.00'
3. TOP OF CURB ELEV. = 279.50'
4. MATCH EXISTING CURB ELEVATION AND FLOWLINE. 6" CURB
5. TOP OF CURB ELEV. = 279.00'
6. BENCHMARK: SSMH RIM ELEV. = 278.10'
7. SAW CUT & REMOVE EXISTING CURB (DO NOT DISTURB ISLANDS)
8. DOWELED CONSTRUCTION JOINT (#4 BARS @ 24" O.C.)
46
RELOCATED A.D.A. SPOT
PORCH
EXPANSION I
VX -500, OR APPROVED EQUAL.
26 GA. STEEL OR PVC SLEEVE.
4
A6 d
5„ _,., _ ._.__...-------�ju�
a d, a
1/2" REDWOOD, BITUMINOUS FILLER, NOTE: 1. MAX. SPACING AT 40'.
CEREMAR CLOSED CELL FOAM, OR
APPROVED EQUAL.
TYPICAL EXPANSION JOINT DETAIL FOR CONCRETE PAVEMENT
N.T.S.
VARIES
#4 REBAR @ 16" O.C.B.W.
.4': •. y... • e .b +' : p•
"
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UNDISTURBED SUBGRADE
WEAK OR "PUMPING" AREAS MUST BE REMOVED AND REPLACED
WITH SELECT FILL COMPACTED TO 95% STD. PROCTOR (D 698)
& WITHIN ±2% OF OPTIMUM MOISTURE NOTES:
1. 3,000 psi CONCRETE @ 28 DAY STRENGTH
2. REBAR SHALL BE 60ksi YIELD STRENGTH
TYPICAL REINFORCED CONCRETE PAVEMENT SECTION
N.T.S.
6" THICK STABILIZED SUBGRADE
SINCE THE TYPES OF SOILS VARY, THE
RECOMMENDED PERCENTAGE OF LIME, FLY
ASH AND/OR CEMENT TO BE ADMIXED
WITH THE SUBGRADE SOILS SHOULD BE
CONFIRMED BY SPECIFIC LABORATORY
TESTS PERFORMED AT THE TIME OF
CONSTRUCTION.
DRAtNAGEARROWS PARKING LOT EXPANSION
SCALE: 1" = 20'
xy
I09
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TYPICAL KEYED CONSTRUCTION JOINT DETAIL
FT
'
N.T.S.
ua
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r
VINYLEX, Vx-SEAL JOINT SEAL, MODEL
(
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r.
VX -500, OR APPROVED EQUAL.
26 GA. STEEL OR PVC SLEEVE.
4
A6 d
5„ _,., _ ._.__...-------�ju�
a d, a
1/2" REDWOOD, BITUMINOUS FILLER, NOTE: 1. MAX. SPACING AT 40'.
CEREMAR CLOSED CELL FOAM, OR
APPROVED EQUAL.
TYPICAL EXPANSION JOINT DETAIL FOR CONCRETE PAVEMENT
N.T.S.
VARIES
#4 REBAR @ 16" O.C.B.W.
.4': •. y... • e .b +' : p•
"
M�.�'i•�i .� `4. •Cj •• ' fF •/'1rr ]'ti•.i':. '•'f•. L.A1't�•: s::= .:•..Y• •� ^.'q'•piC`,•Y! 'F :'P�, r "t .• •�•u S.,• .' t
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� < •^:;j ',,_;s.,�. x�f,y,. •;'r^c.t; ti.+,�: ,a, t�:;it•.•r„ �Y`:.t.: 'a.CiT, :'t; s ,.`�';s�•+.r.,.,
UNDISTURBED SUBGRADE
WEAK OR "PUMPING" AREAS MUST BE REMOVED AND REPLACED
WITH SELECT FILL COMPACTED TO 95% STD. PROCTOR (D 698)
& WITHIN ±2% OF OPTIMUM MOISTURE NOTES:
1. 3,000 psi CONCRETE @ 28 DAY STRENGTH
2. REBAR SHALL BE 60ksi YIELD STRENGTH
TYPICAL REINFORCED CONCRETE PAVEMENT SECTION
N.T.S.
6" THICK STABILIZED SUBGRADE
SINCE THE TYPES OF SOILS VARY, THE
RECOMMENDED PERCENTAGE OF LIME, FLY
ASH AND/OR CEMENT TO BE ADMIXED
WITH THE SUBGRADE SOILS SHOULD BE
CONFIRMED BY SPECIFIC LABORATORY
TESTS PERFORMED AT THE TIME OF
CONSTRUCTION.
DRAtNAGEARROWS PARKING LOT EXPANSION
SCALE: 1" = 20'
SLOPE 1/4" PER FT.
LEGEND
24"
PROPERTY LINE
-
EXISTING EASEMENT LINE
(TYP.)
BUILDING SETBACK LINE
EXISTING CONTOU9
262
SLOPE
S/F
15"
►- 6"
EXISTING AERIAL ELECTRIC LINES
1/4" PER
PAVEMENT
SANITARY SEWER MANHOLE
O
STORM DRAIN MANHOLE
1/8"SLOPE
FOOT
THICKNESS
WATER VALVE
-�
3
-0
(MIN.)
6"
�
WOOD FENCE
1/2"R
CONCRETE
AFF
23ACCESS EASEMENT
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STREET CONST.
\- STABILIZED SUBGRADE
NOTE: 6"
SHALL BE USED TO REPLACE EXISTING CURB -ONLY IMPROVEMENTS.
MONOLITHIC CURB AND GUTTER SECTION DETAIL
N.T.S.
40'-0"
(TYPJ
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EJ EXPANSION JOINT
CJ CONTRACTION JOINT
OR SAW JOINT
SAWED JOINT & CONSTRUCTION JOINT
LAYOUT DETAIL
N.T.S.
STD. 12" CURB SECTIO
LEGEND
-�
PROPERTY LINE
-
EXISTING EASEMENT LINE
-
BUILDING SETBACK LINE
EXISTING CONTOU9
262
PROPOSED CONTOURS
S/F
EROSION CONTROL FENCE (SILT)
AE - AE
EXISTING AERIAL ELECTRIC LINES
EDGE OF CONCRETE / CURB
Do
SANITARY SEWER MANHOLE
O
STORM DRAIN MANHOLE
o
FIRE HYDRANT
H
WATER VALVE
Q
TRANSFORMER
-0
UTILITY POLE
GUY WIRE ANCHOR
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WOOD FENCE
00
CONCRETE
AFF
23ACCESS EASEMENT
STD. 12" CURB SECTIO
TIE INTO EXISTING 12" CURB
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NEW PARKING AREA
EXISTING PARKING
- PORCH I�
12"
J I. L t
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-SHAPED WEIR DETAIL
i I
SCALE: 1" = 5'
2" DEPRESSION
GENERAL NOTES:
1. BENCHMARK: TOP OF SANITARY SEWER MANHOLE. RIM = 278.10-
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
EXISTING UTILITIES. AT LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, THE
CONTRACTOR SHALL CONTACT DIG TESS @ 1-800-344-8377.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DESIGN GUIDELINES AND
SPECIFICATIONS FOR WATER, SEWER, DRAINAGE AND STREET CONSTRUCTION SHOWN
HEREIN THIS APPROVED SET OF CONSTRUCTION DOCUMENTS AND WITH THE
REGULATIONS OF BRAZOS COUNTY AND TEH STATE OF TEXAS.ALL CONSTRUCTION SHALL
BE COORDINATED WITH THE PROJECT AND COUNTY ENGINEER PRIOR TO START.
4. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION
DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.
5. LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY.
OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE CONSTRUCTION
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING
OF ALL BURIED UTILITIES.
6. THE SUBJECT PROPERTY DOES NOT LIE WITHIN THE LIMITS OF THE 100 -YEAR FLOOD
HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY:
MAP NUMBER 48041C0310F, EFFECTIVE DATE APRIL 2, 2014.
7. THE METES AND BOUNDS DESCRIPTION AND ALL SHOWN EASEMENTS HEREIN WERE
PROVIDED BY KERR SURVEYING, OCTOBER 2014.
8. ALL SIDEWALKS AND RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH A.D.A.
(AMERICANS WITH DISABILITIES ACT) AND T.A.S. (TEXAS ACCESSIBILITY STANDARDS)
REQUIREMENTS AND STANDARDS.
9. ALL CURB RADII SHALL BE 2' FROM BACK OF CURB UNLESS NOTED OTHERWISE.
10. ALL DIMENSIONS SHOWN ARE MEASURED FROM BACK OF CURB UNLESS NOTED OTHERWISE.
11. CONTRACTOR SHALL HYDRO -MULCH SEED TO PROMOTE GRASS RE -GROWTH TO ALL AREAS
THAT HAVE BEEN DISTURBED BY CONSTRUCTION.
12. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF
THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW
AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY.
FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT
DOES NOT CROSS ANY PROPERTY LINE.
13. LANDSCAPING: 100% COVERAGE OF GROUND -COVER, DECORATIVE PAVING, DECORATIVE
ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS,
SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT OF WAY, AND
ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION
SITE CLEARING AND GRADING:
1. SITE PREPARATION: CONTRACTOR SHALL CLEAR AND GRUB DESIGNATED AREAS OF ALL
TOP SOIL AND ORGANIC MATERIAL. TOP SOIL SHALL BE STOCKPILED ON-SITE AT A
LOCATION DESIGNATED BY OWNER.
2. ALL AREAS THAT ARE FOUND TO BE 'PUMPING' OR 'SINK -HOLES' OR NOT TO BE IN ORIGINAL
UN -EXCAVATED COMPACTED STATE, SHALL BE REMOVED AND REPLACED WITH SELECT
FILL, COMPACTED PER PROJECT SPECIFICATIONS. CONTACT ENGINEER.
4
ao
;v
C
NOTE: 3000 psi CONCRETE to I
#3 REBAR @ 12" O.C.B.W.. 2' PILOT CHANNEL
N.T.S.
1/4" SAWED JOINT
10'SPACING (MAX.)
1-1/2" MIN, DEPTH
JOINT SEALED WITH
SONNEBORN SLl, OR
APPROVED EQUAL
NOTE(S):
1. SAW -CUT SHALL BE INSTALLED WITHIN 24
HRS OF PLACEMENT OF CONCRETE.
2. SPACING SHALL BE MAXIMUM OF 15'.
TYPICAL CONTRACTION JOINT DETAIL
N.T.S.
12" #5 SMOOTH DOWEL
AT 24" CC.
N
PARKING ANALYSIS:
EXISTING P -LOT: 60 SPOTS (3 A.D.A.)
PROPOSED EXPANSION: 62 SPOTS (3 A.D.A.)
RETAIL BUILDING: 9,967 SF
PATIO DINING: 640 SF
TOTAL: 10,607 SF
REQUIRED SPOTS: 10,607 SF @ 1/250 SF = 43 PARKING SPOTS
INTENSE USE CALCULATIONS
RESTAURANT: 3,516 SF
10;607 X 25%: -2.652 SF
TOTAL: 864 SF @ 1/65 SF = 14 ADDITIONAL SPOTS
TOTAL PARKING SPOTS REQUIRED: 57 SPOTS
TOTAL PARKING SPOTS PROVIDED: 62 SPOTS (3 A.D.A.)
2, PARKING LOT DESIGN:
DRIVE AISLE: 6" THICK, #4 REBAR (GRADE 60) AT 16" O.C.B.W.
PARKING AREAS: 5" THICK, #4 REBAR (GRADE 60) AT 16" O.C.B.W.
TRASH DUMPSTER AREA: 8" THICK, #4 REBAR (GRADE 60) AT 16" O.C.B.W.
3, CONCRETE SHALL BE 3,000 psi AT 28 DAY STRENGTH. CONTRACTOR IS RESPONSIBLE
FOR MAINTAINING SLUMP DURING PLACEMENT. (5" SLUMP MAXIMUM)
4. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PLACEMENT
5. CONTRACTOR SHALL HAVE 3 TEST CYLINDERS MADE AND TESTED FOR EVERY 100
YARDS OF CONCRETE PLACED PER DAY.
6. PAVEMENT MARKINGS & STRIPING: DO NOT APPLY TRAFFIC AND LANE STRIPING UNTIL
LAYOUT AND PLACEMENT HAS BEEN APPROVED BY ENGINEER. PAVEMENT SURFACE
MUST BE SWEPT CLEAN AND FREE OF MATERIAL AND DUST. ALL PAVEMENT MARKINGS
SHALL. BE MECHANICALLY APPLIED TO PRODUCE UNIFORM STRAIGHT EDGES. ALL
PAVEMENT STRIPINGS SHALL BE 4" WIDE. CONTRACTOR SHALL USE
CHLORINATED -RUBBER BASED TRAFFIC PAINT - FACTORY MIXED, QUICK -DRYING, AND
NON-BLEEDING.
7. FIRE LANE: CONTRACTOR SHALL PAINT ALL CURBS AS SHOWN WITH 4"
WIDE RED PAINT WITH " FIRE LANE " SPACED EVERY 25' TO ESTABLISH FIRE
STORM WATER MITIGATION NOTES:
1. CONTRACTOR/OWNER IS RESPONSIBLE FOR FILING A NOTICE OF INTENT (NOI) WITH TCEQ
PRIOR TO CONSTRUCTION.
2, THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION
ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL_ USE ALL MEANS NECESSARY TO
PREVENT THE TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE.
3, ALL STORM WATER PRODUCED FROM THIS SITE GENERALLY SHEET FLOWS OVER
PAVED PARKING AREAS FROM EAST TO WEST TO THE EXISTING CURB CUT WEIR IN
THE SOUTH CORNER OF THE CENTER. THE STORM WATER IS THEN
METER -RELEASED VIA THE WEIR TO THE PARKING LOT AREA OF TEH ADJOINING
APARTMENTS COMPLEX WHERE IT IS FINALLY CONVEYED TO
SOUTHWEST PKWY.
80' R -O -W
N 40°27'30" E 228.90'
25'SETBACK
e Space
VINYLEX, Vx-SEAL JOINT SEAL, MODEL
VX -500, OR APPROVED EQUAL.
26 GA. STEEL OR PVC SLEEVE.
O
d° A
5"
e.'
b O A .d O
1/2" REDWOOD, BITUMINC FILLER, NOTE: 1. MAX. SPACING AT 40'.
CEREMAR CLOSED CELL F'_)AM, OR
APPROVED EQUAL.
TYPICAL EXPANSION JOINT DETAIL FOR CONCRETE PAVEMENT
N.T.S.
VARIES
#4 REBAR @ 16" O.C.B.W.
.a y...
a
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e te„ ,. :,!t 1.;iNy�'•�r�+ .+,.5`.'' ;,,.Y �`t;'X: ,:Tt :L�'•!' �'N:t'r 't..Cie 4;&
r"Se' k A`t•�•';•%is1•t^
UNDISTURBED SUBGRADE
WEAK OR "PUMPING" AREAS MUST BE REMOVED AND REPLACED
WITH SELECT FILL COMPACTED TO 95% STD. PROCTOR (D 698)
& WITHIN ±2% OF OPTIMUM MOISTURE NOTES:
1. 3,000 psi CONCRETE @ 28 DAY STRENGTH
2. REBAR SHALL BE 60ksi YIELD STRENGTH
TYPICAL REINFORCED CONCRETE PAVEMENT SECTION
N.T.S.
6" THICK STABILIZED SUBGRADE
SINCE THE TYPES OF SOILS VARY, THE
RECOMMENDED PERCENTAGE OF LIME, FLY
ASH AND/OR CEMENT TO BE ADMIXED
WITH THE SUBGRADE SOILS SHOULD BE
CONFIRMED BY SPECIFIC LABORATORY
TESTS PERFORMED AT THE TIME OF
CONSTRUCTION.
EXISTING TRE
BIDDING AND
I
II
ELOCATED A.D.A. SPOT
PURPOSES
BY
- PORCH I�
ON 03/10/2015
EXPANSION
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1/2" REDWOOD, BITUMINC FILLER, NOTE: 1. MAX. SPACING AT 40'.
CEREMAR CLOSED CELL F'_)AM, OR
APPROVED EQUAL.
TYPICAL EXPANSION JOINT DETAIL FOR CONCRETE PAVEMENT
N.T.S.
VARIES
#4 REBAR @ 16" O.C.B.W.
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UNDISTURBED SUBGRADE
WEAK OR "PUMPING" AREAS MUST BE REMOVED AND REPLACED
WITH SELECT FILL COMPACTED TO 95% STD. PROCTOR (D 698)
& WITHIN ±2% OF OPTIMUM MOISTURE NOTES:
1. 3,000 psi CONCRETE @ 28 DAY STRENGTH
2. REBAR SHALL BE 60ksi YIELD STRENGTH
TYPICAL REINFORCED CONCRETE PAVEMENT SECTION
N.T.S.
6" THICK STABILIZED SUBGRADE
SINCE THE TYPES OF SOILS VARY, THE
RECOMMENDED PERCENTAGE OF LIME, FLY
ASH AND/OR CEMENT TO BE ADMIXED
WITH THE SUBGRADE SOILS SHOULD BE
CONFIRMED BY SPECIFIC LABORATORY
TESTS PERFORMED AT THE TIME OF
CONSTRUCTION.
EXISTING TRE
BIDDING AND
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DO NOT DISTURB
PURPOSES
BY
45° 2' WIDE CURB WEIR
ON 03/10/2015
SEE DETAIL THIS (PAGE
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JOE I. GATTIS
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24' DRIVE
PAI
DRAINAGE ARROWS
7 --_- --S 40°2730" W 174.97'
:
(6" CONCRETE PAVEMENT) 23$ TC=278.75' 9' C
8 °
TC=279.25'
S/F S/F I -
S 40°27'30" W
- 73'
SILT FENCE (255')
SEE DETAIL SHEET SWPP
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18' 7
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- S/F S/F S/F S/F
174.97'
64'
PARKING LOT EXPANSION
SCALE: 1" = 20'
9'
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BLOCK 1
3.265 ACRES
0 ALL NEW ISLANDS SHALL
RECEIVE A CANOPY TREE
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APPROVED FOR
BIDDING AND
j
CONSTRUCTION
PURPOSES
BY
JOE GATTIS PE
ON 03/10/2015
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REVISIONS
1
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DRAWN BY: JOE G.
DATE: JANUARY 2015:1I
SCALE: NOTED
PROJECT #: GE0071001 II,
S -1
i
TEMPORARY DEVICES AROUND STORMS DRAINS ARE USED TO DETAIN
AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS
SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET
OR CATCH BASIN.
SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO
ATMOSPHERIC CONDITIONS.
SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION.
NOTE:
HAY BALES ARE USED TO DETAIN AND/OR
FILTER SEDIMENT -LADEN RUNOFF. THE
PROTECTION ALLOWS SEDIMENT TO
SETTLE PRIOR TO DISCHARGE INTO A
STORM DRAIN INLET OR CATCH BASIN.
METAL T -POST AS—
REQ'D TO MAINTAIN
HAY BALE
HAY BALES
V)
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0
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METAL T -POST AS—
REQ'D. TO MAINTAIN
'ION
6" MIN. DEPSTM D4 48,TH STON -
10�To
P N�CES If IIAM TER) FFABRIC,
50WITH SAME SQUARE
FOOTAGE
ui ui
EROSION CONTROL ALONG DITCH
METAL T -POST AS
REQ'D TO MAINTAIN
SPACED W APART
SILT FENCE AND/OR
HAY BALES TO BE
USED IN AREAS OF
DRAINAGE FLOW I/
NATURAL GROUNDS I t�F
SWPPI-01
2"X4" WIRE MESH
FASTENED TO T -POST
—SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T -POST & WIRE MESH
/// 8" OF FILTER FABRIC TO EXTEND
/ INTO A TRENCH AND BE ANCHORED
I WITH COMPACTED BACKFILL
ALLOW 2.5' TO 5' AT TOE OF
SLOPEFOR SEDIMENT TO
ACCUMULATE. ALIGN FENCE
ALONG SLOPE CONTOURS.
DIReci O,N OF FLOW
' 4"
4"X4" MIN. TRENCH 411II
20"
SILT FENCE ASSEMBLY
SWPP I -03
*MINIMUM 12' SHALL BE FULL
WIDTH OF SITE ENTRANCE
- *VARIES
50. SO 1Do, �'
C EXISTING
STREET----z>-_�
NOTE:
DRESS WITH ADDITIONAL
6" MIN.
STONE AS NEEDED. STONE
IS TO BE MAINTAINED SO AS
TO PREVENT CONSTRUCTION
TRAFFIC FROM TRACKING
MUD ONTO ADJACENT PUBLIC
STREETS.
GEOTEXTILE
SECTION A A
SUBGRADE
CONSTRUCTION
EXIT SILT CONTROL
SWPPI-02
GENERAL NOTES:
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER
HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY
BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL
GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS
IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS
SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF
LAST DISTURBAINCE.
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED
DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY
CONSTRUCTIONAND SHALL STAY IN PLACE UNTIL ACCEPTABLE
VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS
COMPLETE AND''THEN REMOVED BY CONTRACTOR.
ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF
SILT AFTER EVERY RAIN.
CITY OF BRYAN
The Good Life, Texas Style."
DRAWN BY: CIA'!
DATE 08-01-12
SCALE N T Sil
''
APPROVED: W. 11P. K.
SWPP
SHEET 1; OF
SLOPE 1/4" PER FT. 24"
(TYP•) SLOPE
15" 6" 1/4" PER
PAVEMENT 1/8"SLOPE FOOT
(� THICKNESS -� 3� 11 (MIN.)
STD. 12" CURB SECTION-\ r TIE INTO EXISTING 12" CURB
NEW PARKING AREA I i2" EXISTING PARKING
�I 1' L �
2' V -SHAPED WEIR DETAIL
SCALE: 1" = 5'
2'
4.. d. ; u .
a4
d• •
NOTE: 3000 psi CONCRETE
#3 REBAR @ 12" O.C.B.W. 2' PILOT CHANNEL
N.T.S.
2" DEPRESSION
GENERAL NOTES:
1. BENCHMARK: TOP OF SANITARY SEWER MANHOLE. RIM = 278.10'
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
EXISTING UTILITIES. AT LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, THE
CONTRACTOR SHALL CONTACT DIG TESS @ 1-800-3448377.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DESIGN GUIDELINES AND
SPECIFICATIONS FOR WATER, SEWER, DRAINAGE AND STREET CONSTRUCTION SHOWN
HEREIN THIS APPROVED SET OF CONSTRUCTION DOCUMENTS AND WITH THE
REGULATIONS OF BRAZOS COUNTY AND TEH STATE OF TEXAS.ALL CONSTRUCTION SHALL
BE COORDINATED WITH THE PROJECT AND COUNTY ENGINEER PRIOR TO START.
4. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION
DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.
5. LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY.
OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE CONSTRUCTION
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING
OF ALL BURIED UTILITIES.
6. THE SUBJECT PROPERTY DOES NOT LIE WITHIN THE LIMITS OF THE 100 -YEAR FLOOD
HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY:
MAP NUMBER 48041C0310F, EFFECTIVE DATE APRIL 2, 2014.
7. THE METES AND BOUNDS DESCRIPTION AND ALL SHOWN EASEMENTS HEREIN WERE
PROVIDED BY KERR SURVEYING, OCTOBER 2014.
8. ALL SIDEWALKS AND RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH A.D.A.
(AMERICANS WITH DISABILITIES ACT) AND T.A.S. (TEXAS ACCESSIBILITY STANDARDS)
REQUIREMENTS AND STANDARDS.
9. ALL CURB RADII SHALL BE 2' FROM BACK OF CURB UNLESS NOTED OTHERWISE.
10. ALL DIMENSIONS SHOWN ARE MEASURED FROM BACK OF CURB UNLESS NOTED OTHERWISE.
11. CONTRACTOR SHALL HYDRO -MULCH SEED TO PROMOTE GRASS RE -GROWTH TO ALL AREAS
THAT HAVE BEEN DISTURBED BY CONSTRUCTION.
12. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF
THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW
AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY.
FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT
DOES NOT CROSS ANY PROPERTY LINE.
13. LANDSCAPING: 100% COVERAGE OF GROUND -COVER, DECORATIVE PAVING, DECORATIVE
ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS,
SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT OF WAY, AND
ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION
SITE CLEARING AND GRADING:
1. SITE PREPARATION: CONTRACTOR SHALL CLEAR AND GRUB DESIGNATED AREAS OF ALL
TOP SOIL AND ORGANIC MATERIAL. TOP SOIL SHALL BE STOCKPILED ON-SITE AT A
LOCATION DESIGNATED BY OWNER.
2. ALL AREAS THAT ARE FOUND TO BE 'PUMPING' OR 'SINK -HOLES' OR NOT TO BE IN ORIGINAL
UN -EXCAVATED COMPACTED STATE, SHALL BE REMOVED AND REPLACED WITH SELECT
FILL, COMPACTED PER PROJECT SPECIFICATIONS. CONTACT ENGINEER.
n
6" 1/2 R
:° °
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7
LEGEND
CONSTRUCTION','.
PROPERTY LINE
-
EXISTING EASEMENT LINE
-
BUILDING SETBACK LINE
6
#3 BARS
EXISTING CONTOURS
262
PROPOSED CONTOURS
S/F
EROSION CONTROL FENCE (SILT)
AE - AE
EXISTING AERIAL ELECTRIC LINES
°
EDGE OF CONCRETE / CURB
Qo
SANITARY SEWER MANHOLE
au
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STORM DRAIN MANHOLE
oo F" W
z
FIRE HYDRANT
H
WATER VALVE
❑T
TRANSFORMER
-0
UTILITY POLE
w U
w
GUY WIRE ANCHOR
❑ ❑ ❑
WOOD FENCE
APPROVED EQUAL.
CONCRETE
z o
23ACCESS EASEMENT
STD. 12" CURB SECTION-\ r TIE INTO EXISTING 12" CURB
NEW PARKING AREA I i2" EXISTING PARKING
�I 1' L �
2' V -SHAPED WEIR DETAIL
SCALE: 1" = 5'
2'
4.. d. ; u .
a4
d• •
NOTE: 3000 psi CONCRETE
#3 REBAR @ 12" O.C.B.W. 2' PILOT CHANNEL
N.T.S.
2" DEPRESSION
GENERAL NOTES:
1. BENCHMARK: TOP OF SANITARY SEWER MANHOLE. RIM = 278.10'
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
EXISTING UTILITIES. AT LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, THE
CONTRACTOR SHALL CONTACT DIG TESS @ 1-800-3448377.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DESIGN GUIDELINES AND
SPECIFICATIONS FOR WATER, SEWER, DRAINAGE AND STREET CONSTRUCTION SHOWN
HEREIN THIS APPROVED SET OF CONSTRUCTION DOCUMENTS AND WITH THE
REGULATIONS OF BRAZOS COUNTY AND TEH STATE OF TEXAS.ALL CONSTRUCTION SHALL
BE COORDINATED WITH THE PROJECT AND COUNTY ENGINEER PRIOR TO START.
4. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION
DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.
5. LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY.
OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE CONSTRUCTION
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING
OF ALL BURIED UTILITIES.
6. THE SUBJECT PROPERTY DOES NOT LIE WITHIN THE LIMITS OF THE 100 -YEAR FLOOD
HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY:
MAP NUMBER 48041C0310F, EFFECTIVE DATE APRIL 2, 2014.
7. THE METES AND BOUNDS DESCRIPTION AND ALL SHOWN EASEMENTS HEREIN WERE
PROVIDED BY KERR SURVEYING, OCTOBER 2014.
8. ALL SIDEWALKS AND RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH A.D.A.
(AMERICANS WITH DISABILITIES ACT) AND T.A.S. (TEXAS ACCESSIBILITY STANDARDS)
REQUIREMENTS AND STANDARDS.
9. ALL CURB RADII SHALL BE 2' FROM BACK OF CURB UNLESS NOTED OTHERWISE.
10. ALL DIMENSIONS SHOWN ARE MEASURED FROM BACK OF CURB UNLESS NOTED OTHERWISE.
11. CONTRACTOR SHALL HYDRO -MULCH SEED TO PROMOTE GRASS RE -GROWTH TO ALL AREAS
THAT HAVE BEEN DISTURBED BY CONSTRUCTION.
12. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF
THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW
AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY.
FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT
DOES NOT CROSS ANY PROPERTY LINE.
13. LANDSCAPING: 100% COVERAGE OF GROUND -COVER, DECORATIVE PAVING, DECORATIVE
ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS,
SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT OF WAY, AND
ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION
SITE CLEARING AND GRADING:
1. SITE PREPARATION: CONTRACTOR SHALL CLEAR AND GRUB DESIGNATED AREAS OF ALL
TOP SOIL AND ORGANIC MATERIAL. TOP SOIL SHALL BE STOCKPILED ON-SITE AT A
LOCATION DESIGNATED BY OWNER.
2. ALL AREAS THAT ARE FOUND TO BE 'PUMPING' OR 'SINK -HOLES' OR NOT TO BE IN ORIGINAL
UN -EXCAVATED COMPACTED STATE, SHALL BE REMOVED AND REPLACED WITH SELECT
FILL, COMPACTED PER PROJECT SPECIFICATIONS. CONTACT ENGINEER.
n
6" 1/2 R
:° °
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7
�- STABILIZED SUBGRADE
NOTE: 6"
SHALL BE USED TO REPLACE EXISTING CURB -ONLY IMPROVEMENTS.
MONOLITHIC CURB AND GUTTER SECTION DETAIL
N.T.S.
40'-0"
(TYP•)
P,-Cjj:_-�Cj---� cJ -1--i�
E] EJ E1 HEJ -
70' I
(TYP!) ���-����
70'
C7 c l ci c.7
a a i3
E7 EJ EJ E7
4--�-GR-�CJ CJ o� te=a 3
ca ct cJ c.7
10 t�i CSS
CJ CJ CJ CJ
E<1 EJ EJ EJ
n=a-
EJ EXPANSION JOINT
CJ CONTRACTION JOINT
OR SAW JOINT
SAWED JOINT & CONSTRUCTION JOINT
LAYOUT DETAIL
N.T.S.
PARKING ANALYSIS:
EXISTING P -LOT: 60 SPOTS (3 A.D.A.)
PROPOSED EXPANSION: 62 SPOTS (3 A.D.A.)
RETAIL BUILDING: 9,967 SF
PATIO DINING: 640 SF
TOTAL: 10,607 SF
REQUIRED SPOTS: 10,607 SF @ 1/250 SF = 43 PARKING SPOTS
INTENSE USE CALCULATIONS
RESTAURANT: 3,516 SF
10,607 X 25%: -2,652 SF
TOTAL: 864 SF @ 1/65 SF = 14 ADDITIONAL SPOTS
TOTAL PARKING SPOTS REQUIRED: 57 SPOTS
TOTAL PARKING SPOTS PROVIDED: 62 SPOTS (3 A.D.A.)
2. PARKING LOT DESIGN:
DRIVE AISLE: 6" THICK, #4 REBAR (GRADE 60) AT 16" O.C.B.W.
PARKING AREAS: 5" THICK, #4 REBAR (GRADE 60) AT 16" O.C.B.W.
TRASH DUMPSTER AREA: 8" THICK, #4 REBAR (GRADE 60) AT 16" O.C.B.W.
3. CONCRETE SHALL BE 3,000 psi AT 28 DAY STRENGTH. CONTRACTOR IS RESPONSIBLE
FOR MAINTAINING SLUMP DURING PLACEMENT. (5" SLUMP MAXIMUM)
4. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PLACEMENT
5. CONTRACTOR SHALL HAVE 3 TEST CYLINDERS MADE AND TESTED FOR EVERY 100
YARDS OF CONCRETE PLACED PER DAY.
6. PAVEMENT MARKINGS & STRIPING: DO NOT APPLY TRAFFIC AND LANE STRIPING UNTIL
LAYOUT AND PLACEMENT HAS BEEN APPROVED BY ENGINEER. PAVEMENT SURFACE
MUST BE SWEPT CLEAN AND FREE OF MATERIAL AND DUST. ALL PAVEMENT MARKINGS
SHALL BE MECHANICALLY APPLIED TO PRODUCE UNIFORM STRAIGHT EDGES. ALL
PAVEMENT STRIPINGS SHALL BE 4" WIDE. CONTRACTOR SHALL USE
CHLORINATED -RUBBER BASED TRAFFIC PAINT - FACTORY MIXED, QUICK -DRYING, AND
NON-BLEEDING.
7. FIRE LANE: CONTRACTOR SHALL PAINT ALL CURBS AS SHOWN WITH 4"
WIDE RED PAINT WITH " FIRE LANE " SPACED EVERY 25TO ESTABLISH FIRE
STORM WATER MITIGATION NOTES:
1. CONTRACTOR/OWNER IS RESPONSIBLE FOR FILING A NOTICE OF INTENT (NOI) WITH TCEQ
PRIOR TO CONSTRUCTION.
2. THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION
ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO
PREVENT THE TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE.
3. ALL STORM WATER PRODUCED FROM THIS SITE GENERALLY SHEET FLOWS OVER
PAVED PARKING AREAS FROM EAST TO WEST TO THE EXISTING CURB CUT WEIR IN
THE SOUTH CORNER OF THE CENTER. THE STORM WATER IS THEN
METER -RELEASED VIA THE WEIR TO THE PARKING LOT AREA OF TEH ADJOINING
APARTMENTS COMPLEX WHERE IT IS FINALLY CONVEYED TO
2
NOTE(S): C� I � 3 PARALLEL
" .
1. SAW -CUT SHALL BE INSTALLED WITHIN 24 OVER -LAP 12(MIN) Z SPOTS
HRS OF PLACEMENT OF CONCRETE. 7-
2. SPACING SHALL BE MAXIMUM OF 15'.
TYPICAL CONTRACTION JOINT DETAIL TYPICAL KEYED CONSTRUCTION JOINT DETAIL
N.T.S. N.T.S.
I I
12" #5 SMOOTH DOWEL VINYLEX, Vx-SEAL JOINT SEAL, MODEL
AT 24" CC. VX -500, OR APPROVED EQUAL.
( o
26 GA. STEEL OR PVC SLEEVE.
5FI
ride Cleaners
SOUTHWEST PKWY.
80' R -O -W
N 40°27'30" E 228.90'
�G
25'SETBACK
-50' ACCESS EASEMENT
8
v EXISTING TRE PROPOSED ISLAND
d' DO NOT DIST 12'x 15.75', 180 SF
5 d �u
v NEW TWO-WAY
A 24' DRIVE 15 SETBACK
b . ' •a d d a 45° 2' WIDE CURBrEIR I ( -�
SEE DETAIL THIS AGE 4
1/2" REDWOOD, BITUMINOUS FILLER,
CEREMAR CLOSED CELL FOAM, OR NOTE: 1. MAX. SPACING AT 40'.
_
APPROVED EQUAL. PROPOSED
2' DRAINAGE S 40°27'30" W 174.97
FLUME 1 7 Eli
TYPICAL EXPANSION JOINT DETAIL FOR CONCRETE PAVEMENT - - - - -
EROSION CTR "-
N.T.S. HAY BALES I z (6" CONCRETE PAVEMENT) ,q /
#4 REBAR @ 16" O.C.B.W.
/ S
Ad
S •Y •Y S.
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+::r��1"i ii"�ti !•Y rt}^'� i. v+'Ct',+,��t,•t. kt,�[e; .p t �+• �,,�•b i •r'•t� y}h.:.+s K.a .:`W. ti%v. it l't:' �.tr•.
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6" THICK STABILIZED SUBGRADE
SINCE THE TYPES OF SOILS VARY, THE
UNDISTURBED SUBGRADE RECOMMENDED PERCENTAGE OF LIME, FLY
WEAK OR "PUMPING" AREAS MUST BE REMOVED AND REPLACED ASH AND/OR CEMENT TO BE ADMIXED
WITH SELECT FILL COMPACTED TO 95% STD. PROCTOR (D 698) WITH THE SUBGRADE SOILS SHOULD BE
& WITHIN ±2% OF OPTIMUM MOISTURE NOTES: CONFIRMED BY SPECIFIC LABORATORY
1. 3,000 psi CONCRETE @ 28 DAY STRENGTH TESTS PERFORMED AT THE TIME OF
2. REBAR SHALL BE 60ksi YIELD STRENGTH CONSTRUCTION.
DRAINAGE ARROWS
TYPICAL REINFORCED CONCRETE PAVEMENT SECTION
N.T.S.
8 °
TC=279.25'
S/F _ S/F -
S 40°27'30" W
- 73'
SILT FENCE (255')
SEE DETAIL SHEET SWPP
8'
PROPOSED ISLAND
11'x 19', 187 SF
TC=278.75'
S/F -
174.97'
ace
Oq
J -0-1 9
T
18' 7
3
S/F S/F S/F
64' so
PARKING LOT EXPANSION
SCALE: 1" = 20'
S T
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4
BIDDING AND
CONSTRUCTION','.
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MIN, DEPTH
SONNEBORN SLl, OR
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'
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APPROVED EQUAL
KEYWAY PLATE. 3/4" SEALANT DEPTH
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DRAWN BY: JOE G.
DATE: JANUARY 20,15
OUTLINE FOR
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STREET CONST.
Z
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�- STABILIZED SUBGRADE
NOTE: 6"
SHALL BE USED TO REPLACE EXISTING CURB -ONLY IMPROVEMENTS.
MONOLITHIC CURB AND GUTTER SECTION DETAIL
N.T.S.
40'-0"
(TYP•)
P,-Cjj:_-�Cj---� cJ -1--i�
E] EJ E1 HEJ -
70' I
(TYP!) ���-����
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n=a-
EJ EXPANSION JOINT
CJ CONTRACTION JOINT
OR SAW JOINT
SAWED JOINT & CONSTRUCTION JOINT
LAYOUT DETAIL
N.T.S.
PARKING ANALYSIS:
EXISTING P -LOT: 60 SPOTS (3 A.D.A.)
PROPOSED EXPANSION: 62 SPOTS (3 A.D.A.)
RETAIL BUILDING: 9,967 SF
PATIO DINING: 640 SF
TOTAL: 10,607 SF
REQUIRED SPOTS: 10,607 SF @ 1/250 SF = 43 PARKING SPOTS
INTENSE USE CALCULATIONS
RESTAURANT: 3,516 SF
10,607 X 25%: -2,652 SF
TOTAL: 864 SF @ 1/65 SF = 14 ADDITIONAL SPOTS
TOTAL PARKING SPOTS REQUIRED: 57 SPOTS
TOTAL PARKING SPOTS PROVIDED: 62 SPOTS (3 A.D.A.)
2. PARKING LOT DESIGN:
DRIVE AISLE: 6" THICK, #4 REBAR (GRADE 60) AT 16" O.C.B.W.
PARKING AREAS: 5" THICK, #4 REBAR (GRADE 60) AT 16" O.C.B.W.
TRASH DUMPSTER AREA: 8" THICK, #4 REBAR (GRADE 60) AT 16" O.C.B.W.
3. CONCRETE SHALL BE 3,000 psi AT 28 DAY STRENGTH. CONTRACTOR IS RESPONSIBLE
FOR MAINTAINING SLUMP DURING PLACEMENT. (5" SLUMP MAXIMUM)
4. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PLACEMENT
5. CONTRACTOR SHALL HAVE 3 TEST CYLINDERS MADE AND TESTED FOR EVERY 100
YARDS OF CONCRETE PLACED PER DAY.
6. PAVEMENT MARKINGS & STRIPING: DO NOT APPLY TRAFFIC AND LANE STRIPING UNTIL
LAYOUT AND PLACEMENT HAS BEEN APPROVED BY ENGINEER. PAVEMENT SURFACE
MUST BE SWEPT CLEAN AND FREE OF MATERIAL AND DUST. ALL PAVEMENT MARKINGS
SHALL BE MECHANICALLY APPLIED TO PRODUCE UNIFORM STRAIGHT EDGES. ALL
PAVEMENT STRIPINGS SHALL BE 4" WIDE. CONTRACTOR SHALL USE
CHLORINATED -RUBBER BASED TRAFFIC PAINT - FACTORY MIXED, QUICK -DRYING, AND
NON-BLEEDING.
7. FIRE LANE: CONTRACTOR SHALL PAINT ALL CURBS AS SHOWN WITH 4"
WIDE RED PAINT WITH " FIRE LANE " SPACED EVERY 25TO ESTABLISH FIRE
STORM WATER MITIGATION NOTES:
1. CONTRACTOR/OWNER IS RESPONSIBLE FOR FILING A NOTICE OF INTENT (NOI) WITH TCEQ
PRIOR TO CONSTRUCTION.
2. THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION
ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO
PREVENT THE TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE.
3. ALL STORM WATER PRODUCED FROM THIS SITE GENERALLY SHEET FLOWS OVER
PAVED PARKING AREAS FROM EAST TO WEST TO THE EXISTING CURB CUT WEIR IN
THE SOUTH CORNER OF THE CENTER. THE STORM WATER IS THEN
METER -RELEASED VIA THE WEIR TO THE PARKING LOT AREA OF TEH ADJOINING
APARTMENTS COMPLEX WHERE IT IS FINALLY CONVEYED TO
2
NOTE(S): C� I � 3 PARALLEL
" .
1. SAW -CUT SHALL BE INSTALLED WITHIN 24 OVER -LAP 12(MIN) Z SPOTS
HRS OF PLACEMENT OF CONCRETE. 7-
2. SPACING SHALL BE MAXIMUM OF 15'.
TYPICAL CONTRACTION JOINT DETAIL TYPICAL KEYED CONSTRUCTION JOINT DETAIL
N.T.S. N.T.S.
I I
12" #5 SMOOTH DOWEL VINYLEX, Vx-SEAL JOINT SEAL, MODEL
AT 24" CC. VX -500, OR APPROVED EQUAL.
( o
26 GA. STEEL OR PVC SLEEVE.
5FI
ride Cleaners
SOUTHWEST PKWY.
80' R -O -W
N 40°27'30" E 228.90'
�G
25'SETBACK
-50' ACCESS EASEMENT
8
v EXISTING TRE PROPOSED ISLAND
d' DO NOT DIST 12'x 15.75', 180 SF
5 d �u
v NEW TWO-WAY
A 24' DRIVE 15 SETBACK
b . ' •a d d a 45° 2' WIDE CURBrEIR I ( -�
SEE DETAIL THIS AGE 4
1/2" REDWOOD, BITUMINOUS FILLER,
CEREMAR CLOSED CELL FOAM, OR NOTE: 1. MAX. SPACING AT 40'.
_
APPROVED EQUAL. PROPOSED
2' DRAINAGE S 40°27'30" W 174.97
FLUME 1 7 Eli
TYPICAL EXPANSION JOINT DETAIL FOR CONCRETE PAVEMENT - - - - -
EROSION CTR "-
N.T.S. HAY BALES I z (6" CONCRETE PAVEMENT) ,q /
#4 REBAR @ 16" O.C.B.W.
/ S
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6" THICK STABILIZED SUBGRADE
SINCE THE TYPES OF SOILS VARY, THE
UNDISTURBED SUBGRADE RECOMMENDED PERCENTAGE OF LIME, FLY
WEAK OR "PUMPING" AREAS MUST BE REMOVED AND REPLACED ASH AND/OR CEMENT TO BE ADMIXED
WITH SELECT FILL COMPACTED TO 95% STD. PROCTOR (D 698) WITH THE SUBGRADE SOILS SHOULD BE
& WITHIN ±2% OF OPTIMUM MOISTURE NOTES: CONFIRMED BY SPECIFIC LABORATORY
1. 3,000 psi CONCRETE @ 28 DAY STRENGTH TESTS PERFORMED AT THE TIME OF
2. REBAR SHALL BE 60ksi YIELD STRENGTH CONSTRUCTION.
DRAINAGE ARROWS
TYPICAL REINFORCED CONCRETE PAVEMENT SECTION
N.T.S.
8 °
TC=279.25'
S/F _ S/F -
S 40°27'30" W
- 73'
SILT FENCE (255')
SEE DETAIL SHEET SWPP
8'
PROPOSED ISLAND
11'x 19', 187 SF
TC=278.75'
S/F -
174.97'
ace
Oq
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T
18' 7
3
S/F S/F S/F
64' so
PARKING LOT EXPANSION
SCALE: 1" = 20'
S T
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EXPANDED ISLAND
19'x 18'_, 299 SF
41'-2"
W
N
o d
9'
LOT 2A-1BA
5.265 ACRES
0°ALL NEW ISLANDS SHALL
RECEIVE A CANOPY TREE
APPROVED FOR
BIDDING AND
CONSTRUCTION','.
PURPOSES BY
RELOCATED A.D.A. SPOT
ON 03/10/2015
OF
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DRAWN BY: JOE G.
EXPANDED ISLAND
19'x 18'_, 299 SF
41'-2"
W
N
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9'
LOT 2A-1BA
5.265 ACRES
0°ALL NEW ISLANDS SHALL
RECEIVE A CANOPY TREE
APPROVED FOR
BIDDING AND
CONSTRUCTION','.
PURPOSES BY
JOE GATTIS PE
ON 03/10/2015
OF
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REVISIONS
1
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DRAWN BY: JOE G.
DATE: JANUARY 20,15
SCALE: NOTED
PROJECT #: GE0071001
SP=1
.moi
CINDER BLOCK-
. PQeQo*
,xs.a
TEMPORARY DEVICES AROUND STORMS DRAINS ARE USED TO DETAIN
ANO/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS
SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET
OR CATCH BASIN.
SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO
ATMOSPHERIC CONDITIONS.
SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION.
FILTER FABRIC NOT TO
COVER DRAIN INLET
—ROCK SIZE
3/4" TO 1-1/2"
kFILTER
FABRIC
SAND BAG
NOTE:
HAY BALES ARE USED TO DETAIN AND/OR
FILTER SEDIMENT -LADEN RUNOFF. THE
PROTECTION ALLOWS SEDIMENT TO
SETTLE PRIOR TO DISCHARGE INTO A
STORM DRAIN INLET OR CATCH BASIN.` gSp�Y (6" MIN. DEPTH STON
STM DIAMETER) OVER. 5'
100, GEOTEXTILE FABRIC
50 - WITH SAME SQUARE
\ \�\__I� _ FOOTAGE
T -POST AS—
TO MAINTAIN
HAY
III 111
III III
m m
EROSION CONTROL ALONG DITCH
SWPP1-01
2"X4" WIRE MESH
FASTENED TO T -POST
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T -POST & WIRE MESH
METAL T -POST AS 8" OF FILTER FABRIC TO EXTEND
REQ'D TO MAINTAIN INTO A TRENCH AND BE ANCHORED
SPACED W APART WITH COMPACTED BACKFILL
ALLOW 2.5' TO 5' AT TOE OF
SILT FENCE AND/OR SLOPE FOR SEDIMENT TO
HAY BALES TO BE ACCUMULATE. ALIGN FENCE
USED IN AREAS OF ALONG SLOPE CONTOURS.
DRAINAGE FLOW I/
NATURAL GROUND DIRECTTN OF FLOW
„ 4..
4"X4" MIN. TRENCH --::)14"'L7
20..
SILT FENCE ASSEMBLY
SWPP 1-033
HAY BALE!
METAL T -POST A
REQ'D. TO MAINZ
ON
cn
z
0
V)
w
SWPPI-00
*MINIMUM 12' SHALL BE FULL
WIDTH OF SITE ENTRANCE
`_______--7VARIES
5vZO 1p0,
F-1
—� EXISTING
STREET—,
DATE
ii
08-01-12
SCALE
NOTE:
APPROVED:
W.1lP. K.
DRESS WITH ADDITIONAL
FIGURE=
6" MIN.
STONE AS NEEDED. STONE
SHEET 1I OF 1
IS TO BE MAINTAINED SO AS
TO PREVENT CONSTRUCTION
TRAFFIC FROM TRACKING
MUD ONTO ADJACENT PUBLIC
STREETS.
GEOTEXTILE
AB
�SUBG
SECTIONA A
ADE
CONSTRUCTION
EXIT SILT CONTROL
SWPPI-02
GENERAL NOTES:
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER
HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY
BLOCK SODDED, OR HYDROMULCHED AND WATERED UNTIL
GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS
IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS
SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF
LAST DISTURBANCE.
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED
DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY
CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE
VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS
COMPLETE AND THEN REMOVED BY CONTRACTOR.
ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF
SILT AFTER EVERY RAIN.
CITY OF BRYAN
The Good Life, Teras Stvle:'
DRAWN
BY: CIM
DATE
ii
08-01-12
SCALE
N T Si1!l
APPROVED:
W.1lP. K.
FIGURE=
D D
SHEET 1I OF 1
POST OR WOODEN
LATHES {c_i) 6' O.C.
POSTS OR WOODEN LATHES SPACED
i) 6' O.C. TO ANCHOR HAY BALES
SEDIMANT CONTROL FABRIC FASTENED
SECURELY TO POSTS.
FILTER FABRIC TO BE EXTENDED INTO GROUND
MIN 8 & SECURED WITH COMPACTED FILL
TRENCH ii: TOE OF FENCE SHALL BE 4" DEEP & WIDE
DIRECTION
OF FLOW
NATURAL GROUND LZVV
SLOPE 1/4" PER FT.
(TYP.)
PAVEMENT
THICKNESS
24" SILT FENCE SHALL BE INSTALLED WHERE SHALLOW
MIN NOTE: SHEET FLOW DRAINAGE OCCURS. HAY BALES SHOULD
BE LOCATED WHERE CONCENTRATED FLOWS &
DISCHARGE POINTS OCCUR.
SILT FENCE & HAY BALE ASSEMBLY
N.T.S.
STD. 12" CURB SECTION TIE INTO EXISTING 12" CURB
2'
NEW PARKING AREA EXISTING PARKING
12"
2'V -SHAPED WEIR DETAIL
SCALE: 1" = 5'
2 r- 2" DEPRESSION
4,.
d
d -44
d• '
NOTE: 3000 psi CONCRETE
#3 REBAR r' 12" O.C.B.W. 2' PILOT CHANNEL
GENERAL NOTES:
LEGEND
®
PROPERTY LANE
-
EXISTING EASEMENT LINE
-
BUILDING SETBACK LINE
BLOCK 1
EXISTING CONTOURS
262
PROPOSED CONTOURS
S/F
EROSION CONTROL FENCE (SILT) -
AE AE
EXISTING AERIAL ELECTRIC LINES
1/8" SLOPE
EDGE OF CONCRETE / CURB
3,
Qo
SANITARY SEWER MANHOLE
PATIO DINING: 640 SF
STORM DRAIN MANHOLE
SPECIFICATIONS FOR WATER, SEWER, DRAINAGE AND STREET CONSTRUCTION SHOWN
FIRE HYDRANT
H
WATER VALVE
QT
TRANSFORMER
-0-
UTILITY POLE
-3
GUY WIRE ANCHOR
REQUIRED SPOTS: 10,607 5F C 1/250 SF = 43 PARKING SPOTS
WOOD FENCE
BE COORDINATED WITH THE PROJECT AND COUNTY ENGINEER PRIOR TO START.
CONCRETE
::: % ,'i ;
23ACCESS EASEMENT
STD. 12" CURB SECTION TIE INTO EXISTING 12" CURB
2'
NEW PARKING AREA EXISTING PARKING
12"
2'V -SHAPED WEIR DETAIL
SCALE: 1" = 5'
2 r- 2" DEPRESSION
4,.
d
d -44
d• '
NOTE: 3000 psi CONCRETE
#3 REBAR r' 12" O.C.B.W. 2' PILOT CHANNEL
GENERAL NOTES:
PARKING ANALYSIS:
1.
BENCHMARK: TOP OF SANITARY SEWER MANHOLE. RIM= 278.10'
1.
PARKING ANALYSIS:
EXISTING P -LOT: 60 SPOTS (3 A.D.A.)
2.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
BLOCK 1
PROPOSED EXPANSION: 64 SPOTS (3 A.D.A.)
-- 15" ► -+- 6"
EXISTING UTILITIES. AT LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, THE
1/4" PER
.�5
CONTRACTOR SHALL CONTACT DIG TESS @ 1-800-3448377.
1/8" SLOPE
RETAIL BUILDING: 9,967 SF
3,
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DESIGN GUIDELINES AND
6"
PATIO DINING: 640 SF
1/2"R
SPECIFICATIONS FOR WATER, SEWER, DRAINAGE AND STREET CONSTRUCTION SHOWN
MIN. EXCAVATION
TOTAL: 10,607 SF
,A
HEREIN THIS APPROVED SET OF CONSTRUCTION DOCUMENTS AND WITH THE
_._._,_._._....._..
_____..._.......,..
OUTLINE FOR
REGULATIONS OF BRAZOS COUNTY AND TEH STATE OF TEXAS.ALL CONSTRUCTION SHALL
18'
REQUIRED SPOTS: 10,607 5F C 1/250 SF = 43 PARKING SPOTS
8
BE COORDINATED WITH THE PROJECT AND COUNTY ENGINEER PRIOR TO START.
STREET CONST.
N
4.
THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY, CONSTRUCTION
F"
�
W
W
DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.
- - - -
INTENSE USE CALCULATIONS..
5.
LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY.
a 0
RESTAURANT: 3,516 SF
OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE CONSTRUCTION
1/4" SAWED JOINT
10' SPACING (MAX.) JOINT SEALED WITH
10 607 X 25%: 2 652 SF
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING
Z
TOTAL: 864 SFC 1/65 SF = 14 ADDITIONAL SPOTS
OF ALL BURIED UTILITIES.
6,
HRS OF PLACEMENT OF CONCRETE.
6.
THE SUBJECT PROPERTY DOES NOT LIE WITHIN THE LIMITS OF THE 100 -YEAR FLOOD
(MIN.)
TOTAL PARKING SPOTS REQUIRED: 57 SPOTS
1-1/2" MIN, DEPTH SONNEBORN SLl, OR
APPROVED EQUAL.
JOINT SEALED WITH FORMED METAL
HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY:
O
TOTAL PARKING SPOTS PROVIDED: (64'PPOTS (3 A.D.A.)
MAP NUMBER 48041C0310F, EFFECTIVE DATE APRIL 2, 2014.
2.
PARKING LOT DESIGN: %✓✓
7.
THE METES AND BOUNDS DESCRIPTION AND ALL SHOWN EASEMENTS HEREIN WERE
DRIVE AISLE: 6" THICK, #4 REBAR (GRADE 60) AT 16" O.C.B.W.
PROVIDED BY KERR SURVEYING, OCTOBER 2014.
PARKING AREAS: 5" THICK, #4 REBAR (GRADE 60) AT 16" O.C.B.W.
8.
ALL SIDEWALKS AND RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH A.D.A.
S ,
TRASH DUMPSTER AREA- 8" THICK, #4 REBAR (GRADE 60) AT 16" O.C.B.W.
}
(AMERICANS WITH DISABILITIES ACT) AND T.A.S. (TEXAS ACCESSIBILITY STANDARDS)
3.
CONCRETE SHALL BE 3,000 psi AT 28 DAY STRENGTH. CONTRACTOR IS RESPONSIBLE
REQUIREMENTS AND STANDARDS.
FOR MAINTAINING SLUMP DURING PLACEMENT. (5" SLUMP MAXIMUM)
9.
ALL CURB RADII SHALL BE T FROM BACK OF CURB UNLESS NOTED OTHERWISE.
4.
CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PLACEMENT
10.
ALL DIMENSIONS SHOWN ARE MEASURED FROM BACK OF CURB UNLESS NOTED OTHERWISE.
5.
CONTRACTOR SHALL HAVE 3 TEST CYLINDERS MADE AND TESTED FOR EVERY 100
11.
CONTRACTOR SHALL HYDRO -MULCH SEED TO PROMOTE GRASS RE -GROWTH TO ALL AREAS
YARDS OF CONCRETE PLACED PER DAY.
THAT HAVE BEEN DISTURBED 13Y CONSTRUCTION.
6.
PAVEMENT MARKINGS & STRIPING: DO NOT APPLY TRAFFIC AND LANE STRIPING UNTIL
LAYOUT AND PLACEMENT HAS BEEN APPROVED BY ENGINEER. PAVEMENT SURFACE
SITE CLEARING AND GRADING:
MUST BE SWEPT CLEAN AND FREE OF MATERIAL AND DUST. ALL PAVEMENT MARKINGS
1. SITE PREPARATION: CONTRACTOR SHALL CLEAR AND GRUB DESIGNATED AREAS OF ALL SHALL BE MECHANICALLY APPLIED TO PRODUCE UNIFORM STRAIGHT EDGES. ALL ti•
NSHALL BE 4" WIDE. CONTRACTOR SHALL USE
TOP SOIL AND ORGANIC MATERIAL. TOP SOIL SHALL BE STOCKPILED ON-SITE AT A PAVEMENT
LOCATION DESIGNATED BY OWNER. CHLORINATED -RUBBER
R BASED TRAFFIC PAINT -FACTORY MIXED, QUICK -DRYING, AND
NON-BLEEDING.
2. ALL AREAS THAT ARE FOUND TO BE 'PUMPING' OR 'SINK -HOLES' OR NOT TO BE IN ORIGINAL 7. FIRE LANE: CONTRACTOR SHALL PAINT ALL CURBS AS SHOWN WITH 4"
UN -EXCAVATED COMPACTED STATE, SHALL BE REMOVED AND REPLACED WITH SELECT WIDE RED PAINT WITH " FIRE LANE " SPACED EVERY 25' TO ESTABLISH FIRE
FILL, COMPACTED PER PROJECT SPECIFICATIONS. CONTACT ENGINEER. LANE
STORM WATER MITIGATION NOTES:
1. CONTRACTOR/OWNER IS RESPONSIBLE FOR FILING A NOTICE OF INTENT (NOI) WITH TCEQ
PRIOR TO CONSTRUCTION.
2, THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION
ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO
OPREVENT THE TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE.
ALL STORM WATER PRODUCED FROM THIS SITE GENERALLY SHEET FLOWS OVER
PAVED PARKING AREAS FROM EAST TO WEST TO THE EXISTING CURB CUT WEIR IN
THE SOUTH CORNER OF THE CENTER. THE STORM WATER IS THIN
C4 METER -RELEASED VIA THE WEIR TO THE PARKING LOT AREA OF TEH ADJOINING
APARTMENTS COMPLEX WHERE IT IS FINALLY CONVEYED TO
24"
SONNEBORN SLI., OR KEYWAY PLATE.{
-
d
N.T.S.
5
Z
" 3 :, ° #3 BAR @ 30" 12"
SLOPE
BLOCK 1
-- 15" ► -+- 6"
1/4" PER
.�5
41'_2"
w
1/8" SLOPE
FOOT
E -i
vn
6"
T
1/2"R
(MIN.)
MIN. EXCAVATION
. f. 9 ° : , • . e
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_._._,_._._....._..
_____..._.......,..
OUTLINE FOR
O
18'
•
8
e
STREET CONST.
N
C
F"
�
W
W
NOTE(S):
- - - -
EF
cn
Q
6 ""- R3"R3"
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#3 BARS
1/4" SAWED JOINT
10' SPACING (MAX.) JOINT SEALED WITH
(j
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Z
CL
1/4"
6,
HRS OF PLACEMENT OF CONCRETE.
.:�' ;.�t'E
;� +�. s A. •'
4 a A
(MIN.)
SPOTS
1-1/2" MIN, DEPTH SONNEBORN SLl, OR
APPROVED EQUAL.
JOINT SEALED WITH FORMED METAL
O
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SOUTHWEST PKWY.
80' R -O -W
`�- 0
N 40°27'30" E 228.90'
7
-....__...___.. NEW 5' WIDE
7 VERTICAL SPOTS LANDING AREA
TO BE REMOVED
6
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2 DRIVE-THRU
6" . • t QUEUE SPOTS
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SONNEBORN SLI., OR KEYWAY PLATE.{
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APPROVED EQUAL 3/4" SEALANT DEPTH
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NOTE(S):
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1. SAW -CUT SHALL BE INSTALLED WITHIN 24 OVER -LAP 12" (MIN.)
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3 PARALLEL
6,
HRS OF PLACEMENT OF CONCRETE.
S/F S/F S/F
SPOTS
NOTE:2. SPACING SHALL BE MAXIMUM OF 15'. \10
SHALL BE USED TO REPLACE EXISTING CURB -ONLY IMPROVEMENTS.
MONOLITHIC CURB AND GUTTER SECTION DETAIL TYPICAL CONTRACTION JOINT DETAIL TYPICAL KEYED CONSTRUCTION JOINT DETAIL
N.T.S. N.T.S. N.T.S.
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(TYP.)
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SAWED JOINT & CONSTRUCTION JOINT
LAYOUT DETAIL
12" #5 SMOOTH DOWEL VINYLEX, Vx-SEAL JOINT SEAL, MODEL
AT 24" CC, VX -500, OR APPROVED EQUAL.
26 GA. STEEL OR PVC SLEEVE.
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LOCATION
LOCATION MAP
SCALE I"= 1000'
0
A.D.A. SPOT
,
PROPOSED ISLAND
I V x 19', 187 SF
PROPOSED ISLAND %M 1.
EXPANDED ISLAND
A DO NOT DISTURB 6 12`x 15.75', 180 SF `�• ��
19'x18',299SF
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SEE DETAIL THIS PAGE i`. 4
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NOTE: i. MAX. SPACING AT 40'.
W
CEREMAR CLOSED CELL FOAM, OR
if
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2'D
RAINAGE I
APPROVED EQUAL. 01. PROPOSED
..
7 px �j 2' DRAINAGE BREAK .. -, �, l Y ^V 6
TYPICAL EXPANSION JOINT DETAIL FOR CONCRETE PAVEMENT FLUME 4 �.
N.T.S.
eak LOT 2A -IBA
�(\ 42'-6"
CIS
02
VARIES
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#4 REBAR (it16" O.C.B.W
iJ /"
6" e
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7 -
UNDISTURBED SUBGRADE
WEAK OR "PUMPING" AREAS MUST BE REMOVED AND REPLACED
WITH SELECT FILL COMPACTED TO 95% STD. PROCTOR (D 698)
&WITHIN ±2% OF OPTIMUM MOI
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STURE NOTES:
1. 3,000 psi CONCRETE C' 28 DAY STRENGTH
2. REBAR SHALL BE 60ksi YIELD STRENGTH
TYPICAL REINFORCED CONCRETE PAVEMENT SECTION
N.T.S. N.T.S.
6" THICK STABILIZED SUBGRADE
SINCE THE TYPES OF SOILS VARY, THE
RECOMMENDED PERCENTAGE OF LIME, FLY
ASH AND/OR CEMENT TO BE ADMIXED
WITH THE SUBGRADE SOM SHOULD BE
CONFIRMED BY SPECIFIC LABORATORY
TESTS PERFORMED AT THE TIME OF
CONSTRUCTION.
SILT FENCE (255') (6" CONCRETE PAVEMENT)
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ALL NEW ISLANDS SHALL
RECEIVE A CANOPY TREE
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PARKING LOT EXPANSION
SCALE: 1" = 20'
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REVISIONS
1
DRAWN BY: JOE G.
DATE: JANUARY 2015
SCALE: NOTED
PROJECT #: GE0071001
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