HomeMy WebLinkAboutDrawingsLandscape Requirements: Landscape Legend:
'1 Perform all work in accordance with all applicable laws, codes, ynd regulations required by authorities
having jurisdiction over such work and provide all inspections and permits required by Federal, State,
and local authorities in supply, transportation, and installation of materials.
2. The contractor shall be. responsible for the verification of all underground utility lines (telephone, gas,
water, electrical, cable, TV, etc.) and all overhead utility easements prior to start of any planting works.
3. All plant materials shall possess the following minimum qualities:
a. Plants shall be nursery grown in accordance with good horticultural practices under climatic
conditions similar to those of the project for at least twelve months.
b. All plants shall be heavy, symmetrical, tightly knit, so trained or favored for development and
appearance as to be superior in form, number of branches, compactness, and symmetry.
C. Plants shall be sound, healthy and vigorous, well branched, and densely foliated when in leaf.
They shall be free of disease, insects, pests, eggs, or larvae.
d. All plants shall be true of species and variety and shall conform to measurements (caliper size,
trunk heights, spread) as specified on the drawings.
e. Container grown stock when specified shall have grown in the container in which delivered for at
least six months, but not over two years. Samples must prove no rootbound conditions exist.
f... Caliper measurements shall be taken at a point on the trunk six inches (6") above natural ground
line for trees up to four inches (4") in caliper.
g. All trees shall be staked by a minimum of two metal "T" stakes for single trunk trees and three
stakes for all multi -thunk trees,
4. Planting mix shall be thoroughly mixed in the following proportions;
a. Prepared soil as backfill for shade and ornamental trees shall be: 5 part clay loam topsoil + 2 part
compost + 1 part sharp sand + 4 Lbs. Commercial fertilizer per CY Or 10 Lbs. Organic fertilizer.
b. Prepared soil as backfill for shrubs and groundcovers and seasonal colors shall be: 1 part
enriched mulch + 'i part compost bark mulch + 1 part enriched topsoil + 1 part No. 1 Bank '
Sand + 3 Lbs. Time- released fertilizer, 14-14-14 per CY or 8 Lbs. Organic fertilizer.
5. Excavation work and Surface drainage works shall conform to the following requirements:
a. Test drainage of plant beds and plant pits by filling with water twice in succession. Conditions
permitting the retention of water for more than 24 hours shall be brought to the attention of the
Owner.
b. Work shall include the final responsibility for proper surface drainage of planted areas. Any
obstructions on the site, or prior work done by another part, which precludes establishing proper.
drainage shall be brought to the attention of the Owner in writing.
C. Excavate each tree hole 18" deep plus the depth of the tree container size (-15 gal. Or 30 gal. Or
65 gal. Or 100 gal.).
d. Excavate entire shruh bedtoa depth of 8" plus the depth of the shrub container size (5 gal.)
unless noted as being pit planted on landscape legend.
e. Excavate entire groundcover bed to a depth of 6" plus the depth of the groundcover container
size (4" pot or 1 gal.).
6. Additional work requirehients on landscape areas: .
Symbolic
Quantities
Botanical
Common
Size and Plaut Requirements
Name
(Verify)
Name
Name
3" cal. min. 65 gal. container; 10' to 12'
UP
3
Litmus Parvifolia
La* cebark
3" cal.
6 Street Trees Required,
Semperviren
Elm
ht.
3" cal. min. 66 gal. container; 10' to 12'
LO
8
Quercus
Live Oak
560 Points (lts
4.
Virginiana
5 gal.
ht:
LI
Lagerstroemia
Natchez White
2" cal. min. 30 gal. container, 8'-9' ht.
ADDITIONAL LANDSCAPE
POINTS FOR STREET SCAPE
t
Indica
Crepemyrtles
multi -trunk
LF
10
Leucophyllum
Texas Sage
5 gal. planted at 30" o.c.
956 Points required.
CC BCS 1 LP
Frustescens
1700 Research Parkway
5 gal, planted at 30" ox,
RI
i
Architect: i
Raphiolepis
Clara Indian
Houston, TX 77056
(713) 877-1274
Indica.
Hawthorn
2730 Longmire Drive
DP
t t
Pittosport.rrn
Dwarf
_
5 gal. planted at 30" o.c.
Bryan, TX 77803 -
(979) 268-3195 ..
Wheeled
Pittosporum
5207 Spruce (! '
Bellaire, TX 77401
SG
09.26.12
Tulbaghia
Society Garlic
1 gal. planted at 24" o.c, with AZ
10.0 11.
City Review Comments
Violacea
Dote: 0000000
bed,
Iris
i
Morae Dietes
Butterfly Iris
3 gal. planted at 18" o.c.
Iriododes
Edge
Verify
Proposed 18" wide maintenance
i
LF.
edge to be constructed around
building. Excavate channel 3" deep;
install filter fabric over stabilized
subgrade prior to installing 1"
diameter to -1-1/2" diameter bull
rocks over channel. Make sure
edging is set to drain away from
building at all locations.
Grass
Verify
Cynodon
Common
Hydromulch, All unpaved and
SF.
Dactylon
Bermuda
unplanled areas within project site
shall be cleaned up, fine graded to
drain properly per civil grading plan
prior to grass works.
a. Prior to Installation of any planting works (trees, shrubs,groundcover and grass works); apply
"Round Up" in all planting areas to eradicate all weed growths on site.
b. Install weed control barriers in all trees, shrub and groundcover planting areas, Weed barrier j
fabric shall be black polypropylene sheet 27 mils thick, 4 oz/s.y, grab tensile strength per ASTM
D-4632; 90 lbs. (machine direction) 50 lbs. (cross machine direction). Provide DeWitt "Weed
Barrier" or aprpoved substitute.
C. Edge all planting bed areas with Ryerson steel edging to clearly define the edge of the
planting bed the start of the grass areas. Edging shall be Ryerson estate Curb, 1/8"x4" with new -
stakes free of rust.
d. Spread a minimum two inch layer of pine bark mulch overall shrub and groundcover bed areas. i
7. Landscape maintenance work by the Landscape Contractor after final acceptance shall include the
following:
a. The maintenance period shall commence upon inspection and approval at Final Acceptance and +
shall be for a period of Thirty Days (30).
I
b. Tyre landscape contractor shall coordinate the watering program for all the landscape work with !
the Owner.
C. Maintenance of new plantings shall consist of watering, cultivating, weeding, mulching, restating,
tightening and repair of guys; resetting plants for proper grades or upright position, and furnishing
and application of pesticides/herbicides; sprays, and invi orants as are necessary to keep
plantings free of insects and disease and in Cl thriving condition. I
8. Warranty Periods, Plant Guarantees, and Replacements: Vl
a. Planting supplied shall be warranted to remain alive and healthy fora period of twelve months
(12) after the date of Final Acceptance by Owner. Plants in an impaired, dead, or dying condition
after initial acceptance or within 12 months shall be removed and replaced immediately to the -
satisfaction of the Owner.
i
an. vvv.+ r, .,Vll IIG1V 4/UVVl11 -GI, II I—Y —IU VU 1O1 YY 1— t.i G11I lO&, III LI Q1101\ — 111 OtVI Q&U VV III IIVt VU
acceptable.
b.' All grass seed shall be fresh, re -cleaned grass seed of the latest crop, mixed in the following
proportions by weight and meeting the accepted standards of pure live seed content, purity and
germination.
c. Grass seed shall have the following minimum ratio:
Summer Mix:
Cynodon Dactylon (Hulled Common Bermuda Grass) 85% pure live seed at 75 Lbs. Pure live
seed per acre:
Winter Mix:
Cynodon Dactylon (Unhulled - Common Bermuda Grass) 85% pure live seed at 75 Lbs, Pure
live seed per acre. Annual Rye Grass or equal, 85% pure live seed at 175 Lbs. Pure live seed
per acre.
2. Slurry Mix Component per Acre shall be Wood cellulose fiber mulch = 2,000 pounds + Grass Seed as
specified +fertilizer (13-13-13) 800 pounds.
3. Hydromuiched,seeding on Prepared finished grades:
a, Install and spread out a minimum of one inch layer of topsoil over all areas to be hydromuiched.
b. Bed preparation: immediately after the finished grade has been approved, begin hydroseeding
operation to reduce excessive weed growth and erosion,
c. Apply seed, fertilizer and mulch by spraying them on the previously prepared seedbeds in the
form of an aqueous mixture and by using the methods and equipment described herein.
d. Particular care shall be exercised by tine contractor to insure that the application is made uniformly ;
Areas Requiring Landscape
Landscape
Calculations
Landscape
Required
Quantity
Streetscape:
,1.
Lacebark.Elm
1.
83.33'
191.70 LF - 24 ft.
driveway / 32 = Ei
Street Trees.
450
2.
Live Oak
3" cal.
6 Street Trees Required,
Cl
1200
50,00'
95°29'20"
55.03'
7 {.02'
S05'47'29"E
560 Points (lts
an. vvv.+ r, .,Vll IIG1V 4/UVVl11 -GI, II I—Y —IU VU 1O1 YY 1— t.i G11I lO&, III LI Q1101\ — 111 OtVI Q&U VV III IIVt VU
acceptable.
b.' All grass seed shall be fresh, re -cleaned grass seed of the latest crop, mixed in the following
proportions by weight and meeting the accepted standards of pure live seed content, purity and
germination.
c. Grass seed shall have the following minimum ratio:
Summer Mix:
Cynodon Dactylon (Hulled Common Bermuda Grass) 85% pure live seed at 75 Lbs. Pure live
seed per acre:
Winter Mix:
Cynodon Dactylon (Unhulled - Common Bermuda Grass) 85% pure live seed at 75 Lbs, Pure
live seed per acre. Annual Rye Grass or equal, 85% pure live seed at 175 Lbs. Pure live seed
per acre.
2. Slurry Mix Component per Acre shall be Wood cellulose fiber mulch = 2,000 pounds + Grass Seed as
specified +fertilizer (13-13-13) 800 pounds.
3. Hydromuiched,seeding on Prepared finished grades:
a, Install and spread out a minimum of one inch layer of topsoil over all areas to be hydromuiched.
b. Bed preparation: immediately after the finished grade has been approved, begin hydroseeding
operation to reduce excessive weed growth and erosion,
c. Apply seed, fertilizer and mulch by spraying them on the previously prepared seedbeds in the
form of an aqueous mixture and by using the methods and equipment described herein.
d. Particular care shall be exercised by tine contractor to insure that the application is made uniformly ;
and at the prescribed rate and to guard against miss and overlapped areas. 1200 points from canopy trees > 50%
V. Where slope of areas to be grassed exceed a 3:1 H:V; all erosion control fabric shall be installed
prior to hyromulching process.
4. Maintenance:
a. Maintenance shall consist of weeding, fertilizing, insect control, watering, replanting, mowing,
maintaining of existing grades and repair of any erosion damages,
b. Guarantee growth and coverage of hydromulch planting shall be a minimum on ninety five percent
95% of the area planted will be covered with specified planting after sixty days with no bare spots
visible.
c. Watering: Coordinate with the Owner to properly operate irrigation system to assure a regular,
deep watering program.
5. Inspection and Final Acceptance:
Final acceptance of lawn establishment shall mean that hydroseed areas are Ninety Five percent
95% uniform coverage of grass in excess of one inch height. No bare spots will be acceptable.
CURVE LENGTN RADIUS DELTATANGENT �NOT.E) CHORD. DIRECTIvN
Areas Requiring Landscape
Landscape
Calculations
Landscape
Required
Quantity
Streetscape:
,1.
Lacebark.Elm
1.
Francis Street
191.70 LF - 24 ft.
driveway / 32 = Ei
Street Trees.
450
2.
Live Oak
3" cal.
6 Street Trees Required,
8
1200
3,
Crepemyrtles
2.
Foster Avenue
175.00 LF -24' ft
driveway / 32 = 5
street trees, .
560 Points (lts
4.
Leucophyilum
Frustescen (Texas
Sage)
5 gal.
5 Street Trees Required,
5.
Indian Hawthorn.
3.
ADDITIONAL LANDSCAPE
POINTS FOR STREET SCAPE
(191.7-24)+(175-24)/
50x3O0 =
1,912.20 Points required.
6.
Dwarf Pittosporum
5 gal.
10
4.
LANDSCAPE REQUIREMENTS
(Point Per project Area):
31,859 SF./1000 =
31.8500
956 Points required.
CC BCS 1 LP
c/o Clint Cooper
1700 Research Parkway
Total Points Required = 2,868 Points
and at the prescribed rate and to guard against miss and overlapped areas. 1200 points from canopy trees > 50%
V. Where slope of areas to be grassed exceed a 3:1 H:V; all erosion control fabric shall be installed
prior to hyromulching process.
4. Maintenance:
a. Maintenance shall consist of weeding, fertilizing, insect control, watering, replanting, mowing,
maintaining of existing grades and repair of any erosion damages,
b. Guarantee growth and coverage of hydromulch planting shall be a minimum on ninety five percent
95% of the area planted will be covered with specified planting after sixty days with no bare spots
visible.
c. Watering: Coordinate with the Owner to properly operate irrigation system to assure a regular,
deep watering program.
5. Inspection and Final Acceptance:
Final acceptance of lawn establishment shall mean that hydroseed areas are Ninety Five percent
95% uniform coverage of grass in excess of one inch height. No bare spots will be acceptable.
CURVE LENGTN RADIUS DELTATANGENT �NOT.E) CHORD. DIRECTIvN
Landscape Plantings
Size
College Station Points
Quantity
Total Points Provided
,1.
Lacebark.Elm
3" cal.
150
3
450
2.
Live Oak
3" cal.
150
8
1200
3,
Crepemyrtles
2" cal.
40
:J1—
560 Points (lts
4.
Leucophyilum
Frustescen (Texas
Sage)
5 gal.
10
5.
Indian Hawthorn.
5 gal.
10
LOTS.9, & 10, BLOCK 3 �!
4_'d
6.
Dwarf Pittosporum
5 gal.
10
_'-?
It
t I
(979) 492-0425. ..
Owner:
CC BCS 1 LP
c/o Clint Cooper
1700 Research Parkway
Suite 240
College Station, TX 778451,,
(979) 260-7000 i';
i
Architect: i
Hill & Frank, Inc.
--
5 Total Points
E OF T'�4
tk �+ fr AQP
0•70 NG
r
1.
� 'ong car
lissocibtes, .h]C.
' 5207 Spruce.
Bellaire, Texas 77401-3310
Tel. 7.13 777 9198 Fax 713 777 4.104
Member. American Sociely ofl-andseape Architects
s
1-7
Cr"'
p
CD
Legal Description:
LOTS.9, & 10, BLOCK 3 �!
COLLEGE HILLS ESTATES
VOLUME 100, PAGE 440 [
s, COLLEGE STATION,
BRAZOS COUNTY, TEXAS
Total Site Area
.73 Acres
Applicant
Jesse Darden
P.O. Box 12214
College Station, TX 77842
(979) 492-0425. ..
Owner:
CC BCS 1 LP
c/o Clint Cooper
1700 Research Parkway
Suite 240
College Station, TX 778451,,
(979) 260-7000 i';
i
Architect: i
Hill & Frank, Inc.
1800 St. James Place, Suite 205
Houston, TX 77056
(713) 877-1274
Civil Engineer
Schultz Engineering
2730 Longmire Drive
College Station, TX 77845
(979) 764-3900
Surveyor
Kerr Surveying; LL(
409 N. Texas Avenue
Bryan, TX 77803 -
(979) 268-3195 ..
Landscape
Wong & Associates; Inc.
5207 Spruce (! '
Bellaire, TX 77401
(713) 777-9198
09.26.12
Updated Per City Review
Comments.
10.0 11.
City Review Comments
PI-o1ec t:
i
Dote: 0000000
37" 8--8 A5F'FIAL 1 I -A VtMt IV L
DETAILS
EXISTING 12"J
SEWER LINE
I
CD
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_G7li
D ;1 %C
-i * D
-a rr
EVIE
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to
N
Curve Table
LEGEND
CURVE # LENGTH RADIUS DELTA TANGENTCHORD CHORD DIRECTION
EXISTING CONTOUR
C1 83.33• 50.00' O95'29'20" 55.03' 7402' SW47'29`E
PROPOSED COMDR
BOUNDARY
'3
FLOW DIRECTION
FiRE HYDRANT
GATE VALVES
OSANITARY
SEWER MANHOLE
5-6-
PROPOSED SANITARY SEWER
W-6
PROPOSED WATER TINE
ST ST PROPOSED SWM SEWER U
........_... .
.............
CONSTRUCTION EKN
ED
SILT FENCE
INLET PROTECTION
WHEEL STOP
ACCESSIBLE ROUTE
DECORATIVE FENCE
(PER ARCHITECTURAL DETAIL'
AE ""----^-
OVERHEAD ELECTRIC UNE
TIRE LANE
Curve Table
r.
CURVE # LENGTH RADIUS DELTA TANGENTCHORD CHORD DIRECTION
C1 83.33• 50.00' O95'29'20" 55.03' 7402' SW47'29`E
11
VICINITY MAP
FROMCT J
LbCAMN
17
NOT TO SCMS
NOT,,'? 8'20 2
COLLEOE S A ®i
ENGI EE ENG
EXISTING MH #2
RIM=314.45
REVIEWED FOF
uOMPL MN
NOv 2 8 2012
��V 4.;ah�s�R4�11� I'•I �.s�.�.d 1 4° �^�i
PLA
SITE SPECIFIC Hg= -
1. THE OWNER OF THE PROPERTY IS CC BCS 1 I.P. THE SUBJECT PROPERTY IS LOTS 9 AND 1% BU
OF THE FiRST INSTALLMENT OF COLLEGE HILLS ESTATES, VOL. 96 PG. 498. THE PROPERTY IS ZONE
PDD WITH 96 BASE ZONING.
2. THE DISTURBED AREA FOR THIS PROJECT 1S 0.73 ACRES (31.859 SF).
3. DRAINAGE INFORMATION AND DETAILS WELL BE PROVIDED ON THE DRAINAGE PLAN AND DRAINAGE REE
4 LANDSCAPING AND i NCA710H DESIGN AND ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE AND
IRRIGATION PLANS.
S. THE IRRIGATION SYSTEM MUST Be APPROVED AND INSTALLED PRiOR TO C.O.
$' THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE VA OF 27,806 SF IS 3,
MONSGALLONS PER MIEIM THE BUILDING IS FULLY SPRINKLED WHiCH DECREASES THE REQUIRED FIRE F
X (1,500 GPM). ONE FIRE HYDRANT is REQUIRED. THE HYDRANT FLOW WELL BE PROVIDED
AN EXISTING HYDRANT AND A PROPOSED HYDRANT WHICH IS NEEDED TO SERVE THE FIRE DEPARTME
CONNECTION.
7. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING 'T'0 FEMA F LOOO
INSURANCE RATE MAPS FOR BRAZOS COUNTY, MM AND INCORPORATED AREAS. COMMUNITY NO.
480083, PANEL NO. 30SE MAP NO. 48"IC0305E. EFFECTIVE DATE. MAY. 16. 2012.
8. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED.
9. ALL PAVEMENT SHALL BE C N1CRETE. REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS:
10. ALL. UTILITY LINES WATER. GAS, SANITARY SEWR. VERIZON. STORM SENDER, ETC.) SHOWN AIB= TAKE
FROM BEST AV RECORD INFORMA71ON BASED ON CONSTRUCTION UTTUTY MAP DOCUMENTS
OBTAINED BY FROM CITY AND INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SI
POSITIONS MAY NOT REPRESENT AS-BULT CONDITIONSi,
11. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION umFlE o
DEVELOPMENT ORDINANCE AND APPROVED PDD ZONING.
12. � SO AS --NOT 70 $ IN7ED MECHANICAL VISIBLE FROM ANY PUBLICRIGHT-OF-WAY OR RESIDBE SCREEMED ENTiAL DISTRICT W
1-W OF BE COORDINA' ED WITH THE BUILDING ARCHITECTRED FROM A URE AND SCALE TFEET OVE GRADE. ED MAINTAIN A UNIFI CH SCREENING
EARAN(
13. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE LIDO AND PDD ZONIc
14. ALT. >LECTwx IMPROVEMENT$ $HALL BE PER comm STATION UTILITIES SPECIFICATIONS AND PER
COLLEGE STATION UTILITIES, EIECTRTCAL DESIGN FOR THIS PROJECT.
CSU ELECTRICAL CONTACT: CSU ELECTRIC PROJECT COORDINATOR
CITY OF COLLEGE STATION UTILITIES
PH: 979-704-W14
15. THE FIRE SUPPRESSION UNE SHALL HAVE A LOCKABLE UD ON THE ISOLATION VALVE, THE LOCKABLE
SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING UD AT MINIMUM. AN
ALTERNATE LOCKABLE LID SHALL BE APPROVED By COLLEGE STATION UTILITIES OR HES DESIGNEE
16. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED.
17. COVERED PARTING S LOCATED WITHIN THE BUILDING SETBACK. THE PDD ZONING WELL BE AMENDED I
ALLOW THE COVERED PARKING iN THE BUILDING SETBACK,
18. THE GATE TO FRANCIS DRIVE IS FOR FIRE DEPARTMENT EMERGENCY ACCESS USE ONLY. IN THE EVEN
THE GATE IS LEFT OPEN, THE CITY OF COLLEGE STATION RETAINS THE ABILITY 70 CLOSE THE GATE
WITHOUT CONSULTING THE PROPERTY OWNER.
19. FOSTER AVENUE APARTMENTS. COLLEGE HILLS ESTATES BLOCK 3 LOTS 9-10. IS TO BE CONSIDERED
BUILDING PLOT FOR THE PURPOSE OF SIGNAGE AND LANDSCAPING.
20. ACCESS SHALL BE PROVIDED AT ALL TIMES FOR POLICE; FIRE. CITY INSPECiTCN% MAiL DET.TVERY,
GARBAGE PICK -LIP. DUAL -A -RIDES. UTILITY. SCHOOL BUSES. AND 07HER HEALTH AND SAFETY -RELATE!
VEHICLES. ACCESS MUST NOT REQUIRE DRIVERS TO EXIT THEiR VEHICLE
21. A KNOX BOX WILL BE REQUIRED FOR THE GATE ON FOSTER AND NEAR THE rdSER ROOM PER FIRE
DEPARTMENT REQUIREMENTS.
22. A KNOX PADLOCK WILL. BE INSTALLED ON AAE ACCESS GATE ON FI7ANCI5,
23. THE DETENTION AND DRAINAGE FACIUTTES MUST BE CONSTRUCTER) FIRST.
GENERAL NOTES:
I- THE CONTRACTOR SHALL 13E RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING
UNDERGROUND UTIUTTES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF
CONSTRUCTION IS REQUIRED.
DIG TEES: (800) 344-8377
ATMOS ENERGY: (979 774-2506
SUDDEN LINK COMMUNICATIONS: (979 995-2429
VERIZON: (979) 821-4770
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE
EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE THIS INCLUDES THE INSTALiA71 N
OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY.
3. THE CONTRACTOR IS RESPONSIBLE FOR OLVE3CTING AND MAINTAINING THE EROSION AND SEDIMENT
CONTROL DEVICES. INSPECTIONS SHAM BE HONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVEW
OF 1/2" OR MORE THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS
AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT:
4. THE CONTRACTOR IS REQUIRED 70 MAINTAIN THE 7PDES GENERAL PERMIT NO. rAR 150000
REQUIREMENTS FOR CONSTRUCTION STIES.
5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION LS '
COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS.
S. ALJ. CONSTRUCTION SHALL BE iN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEE STATION
STANDARD SPECIRCA71ONS AND DETAILS FOR WA7M ALL CONSTRUCTION SHALL BE CXX>itDiNATt;D WITH
THE CITY ENGINEER'S OFFICE
7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CSR PART 1926 SUBPART P FOR liiEfV
SAFETY REOUIREMS T5,
8. THE CONTRACTOR SHALL REMOVE THE EROSION CDNMOL MEASURES ONCE GRASS IS ESTABLISHED.
9. INLET PROTECTION 70 BE INSTALLED AT ALL. PROPOSED AND EXISTING INLET'S ADJACENT' TO THE
PROJECT SITE
10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA PREPARED BY KERR SURVEYING, LLC.
I
11. D(TERIOR BUILDING AND SiTE UG TING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED
NO FIXTUDEVELORMENT ORDINANCEE RE SHAD. DTREMYiPROJECT- LIGHT HORIZE UGHT SOURCE �ON3NALLY: FIXTURES WILL Be MOUNTED N SUCH OT PROJECT BELOW A14 OPAQUE HOUSING A
MANNER THAT THE PROJECTED CONE OF LIGHT DOTS NOT CROSS ANY PROPERTY UNE. PLEASE NOTE
THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE 71ME OF BUILDING PERMfT AND
CERTIFICATE OF OCCUPANCY.
PARKING AWLYM
' Ut'll,." DEMAND 'I
�QUIRED PARKING MINIMUM EMANb DER' 8UI ENG
0 GPM
2 13EDROCIa UNITS - 16 UNITS - 32 BEDROOMSAVERAGE 20 GPM
1.5 SPACES/BEDROOM - 48 SPACES MAXIMUM (PEAK) 80 GPM
ir AEDROOM UNITS � s NITS - B BEDROOMS 2" DOMESTIC WATER METER
SP fBEDROOid
-56
25% REDUCTION = 14 SPACES
TOTAL REQUIRED - 42 SPACES
`L HANDICAP SPACES REQUIRED
PROPOSED PARKING:
42 SPACES
2 HANDICAP SPACES
42 BIKE SPACES
44 SPACES TOTAL
SANITARY SEiM1I 11DAAW
AVERAGE 25 GPM
MAXIMUM (PEAK) 100 GPM
6" SANITARY SEWER UNE
® 1.50% MIN. SLOPE
FIXTURE UNITS = 380
FIXTURE UNITS ALLOWED = 700
PiPE SLOPE OK
FOSTER AVENGE
APARTMENTS
10 5 0 1'10 1024 AND 1026 FOSTER AVE.
sCALE IN FEET
LO -M g AND 10, BLOCK 3
TOTAL AREA = 0.74 ACRES
1 BULDING 27,806 SF
24 UNITS / ACRE
I� IIr�
COLLEGE HTS EeFrA` M
VOLUME 90, PO 468
PROJ_EGT BENCN MAkK COLLEGE STA710N1. 8vzw COUNly, TEXAS
SCALE: 1"=10' AUGUST 2012
RAIILLROAD SPIKE IN OWNER/DEVELOPER: SURVEYOR:
TELEPHONE POLE CC 8CS 1 LP KERR SURVEYING, LLC.
ELEVATION: 313.36' C/O CUNT COOPER 409 N. TEXAS AVE.
170 R H PAR " BRYAN, 7 X 7'7'803
�.. LTTE 2 F �:; '. 979-268-3195
CO LE r F �iLON, )M 77845
-X60- 000 ENGINEER:
SCHLlLTZ ENGINEERING, U.C.
Vi
PO BOX 11995
COLLEGE STAVON. TX 77842
(979)764-3900
SHEET 10 F 2
SCALE
VERTICAL NLA
HORIZONTAL 1e=19
PLOTTING SCALE:
PILE NAME: 12-210
SHEET
[7,
('
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to
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ED
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ca
EXISTING MH #2
RIM=314.45
REVIEWED FOF
uOMPL MN
NOv 2 8 2012
��V 4.;ah�s�R4�11� I'•I �.s�.�.d 1 4° �^�i
PLA
SITE SPECIFIC Hg= -
1. THE OWNER OF THE PROPERTY IS CC BCS 1 I.P. THE SUBJECT PROPERTY IS LOTS 9 AND 1% BU
OF THE FiRST INSTALLMENT OF COLLEGE HILLS ESTATES, VOL. 96 PG. 498. THE PROPERTY IS ZONE
PDD WITH 96 BASE ZONING.
2. THE DISTURBED AREA FOR THIS PROJECT 1S 0.73 ACRES (31.859 SF).
3. DRAINAGE INFORMATION AND DETAILS WELL BE PROVIDED ON THE DRAINAGE PLAN AND DRAINAGE REE
4 LANDSCAPING AND i NCA710H DESIGN AND ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE AND
IRRIGATION PLANS.
S. THE IRRIGATION SYSTEM MUST Be APPROVED AND INSTALLED PRiOR TO C.O.
$' THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE VA OF 27,806 SF IS 3,
MONSGALLONS PER MIEIM THE BUILDING IS FULLY SPRINKLED WHiCH DECREASES THE REQUIRED FIRE F
X (1,500 GPM). ONE FIRE HYDRANT is REQUIRED. THE HYDRANT FLOW WELL BE PROVIDED
AN EXISTING HYDRANT AND A PROPOSED HYDRANT WHICH IS NEEDED TO SERVE THE FIRE DEPARTME
CONNECTION.
7. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING 'T'0 FEMA F LOOO
INSURANCE RATE MAPS FOR BRAZOS COUNTY, MM AND INCORPORATED AREAS. COMMUNITY NO.
480083, PANEL NO. 30SE MAP NO. 48"IC0305E. EFFECTIVE DATE. MAY. 16. 2012.
8. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED.
9. ALL PAVEMENT SHALL BE C N1CRETE. REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS:
10. ALL. UTILITY LINES WATER. GAS, SANITARY SEWR. VERIZON. STORM SENDER, ETC.) SHOWN AIB= TAKE
FROM BEST AV RECORD INFORMA71ON BASED ON CONSTRUCTION UTTUTY MAP DOCUMENTS
OBTAINED BY FROM CITY AND INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SI
POSITIONS MAY NOT REPRESENT AS-BULT CONDITIONSi,
11. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION umFlE o
DEVELOPMENT ORDINANCE AND APPROVED PDD ZONING.
12. � SO AS --NOT 70 $ IN7ED MECHANICAL VISIBLE FROM ANY PUBLICRIGHT-OF-WAY OR RESIDBE SCREEMED ENTiAL DISTRICT W
1-W OF BE COORDINA' ED WITH THE BUILDING ARCHITECTRED FROM A URE AND SCALE TFEET OVE GRADE. ED MAINTAIN A UNIFI CH SCREENING
EARAN(
13. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE LIDO AND PDD ZONIc
14. ALT. >LECTwx IMPROVEMENT$ $HALL BE PER comm STATION UTILITIES SPECIFICATIONS AND PER
COLLEGE STATION UTILITIES, EIECTRTCAL DESIGN FOR THIS PROJECT.
CSU ELECTRICAL CONTACT: CSU ELECTRIC PROJECT COORDINATOR
CITY OF COLLEGE STATION UTILITIES
PH: 979-704-W14
15. THE FIRE SUPPRESSION UNE SHALL HAVE A LOCKABLE UD ON THE ISOLATION VALVE, THE LOCKABLE
SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING UD AT MINIMUM. AN
ALTERNATE LOCKABLE LID SHALL BE APPROVED By COLLEGE STATION UTILITIES OR HES DESIGNEE
16. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED.
17. COVERED PARTING S LOCATED WITHIN THE BUILDING SETBACK. THE PDD ZONING WELL BE AMENDED I
ALLOW THE COVERED PARKING iN THE BUILDING SETBACK,
18. THE GATE TO FRANCIS DRIVE IS FOR FIRE DEPARTMENT EMERGENCY ACCESS USE ONLY. IN THE EVEN
THE GATE IS LEFT OPEN, THE CITY OF COLLEGE STATION RETAINS THE ABILITY 70 CLOSE THE GATE
WITHOUT CONSULTING THE PROPERTY OWNER.
19. FOSTER AVENUE APARTMENTS. COLLEGE HILLS ESTATES BLOCK 3 LOTS 9-10. IS TO BE CONSIDERED
BUILDING PLOT FOR THE PURPOSE OF SIGNAGE AND LANDSCAPING.
20. ACCESS SHALL BE PROVIDED AT ALL TIMES FOR POLICE; FIRE. CITY INSPECiTCN% MAiL DET.TVERY,
GARBAGE PICK -LIP. DUAL -A -RIDES. UTILITY. SCHOOL BUSES. AND 07HER HEALTH AND SAFETY -RELATE!
VEHICLES. ACCESS MUST NOT REQUIRE DRIVERS TO EXIT THEiR VEHICLE
21. A KNOX BOX WILL BE REQUIRED FOR THE GATE ON FOSTER AND NEAR THE rdSER ROOM PER FIRE
DEPARTMENT REQUIREMENTS.
22. A KNOX PADLOCK WILL. BE INSTALLED ON AAE ACCESS GATE ON FI7ANCI5,
23. THE DETENTION AND DRAINAGE FACIUTTES MUST BE CONSTRUCTER) FIRST.
GENERAL NOTES:
I- THE CONTRACTOR SHALL 13E RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING
UNDERGROUND UTIUTTES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF
CONSTRUCTION IS REQUIRED.
DIG TEES: (800) 344-8377
ATMOS ENERGY: (979 774-2506
SUDDEN LINK COMMUNICATIONS: (979 995-2429
VERIZON: (979) 821-4770
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE
EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE THIS INCLUDES THE INSTALiA71 N
OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY.
3. THE CONTRACTOR IS RESPONSIBLE FOR OLVE3CTING AND MAINTAINING THE EROSION AND SEDIMENT
CONTROL DEVICES. INSPECTIONS SHAM BE HONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVEW
OF 1/2" OR MORE THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS
AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT:
4. THE CONTRACTOR IS REQUIRED 70 MAINTAIN THE 7PDES GENERAL PERMIT NO. rAR 150000
REQUIREMENTS FOR CONSTRUCTION STIES.
5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION LS '
COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS.
S. ALJ. CONSTRUCTION SHALL BE iN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEE STATION
STANDARD SPECIRCA71ONS AND DETAILS FOR WA7M ALL CONSTRUCTION SHALL BE CXX>itDiNATt;D WITH
THE CITY ENGINEER'S OFFICE
7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CSR PART 1926 SUBPART P FOR liiEfV
SAFETY REOUIREMS T5,
8. THE CONTRACTOR SHALL REMOVE THE EROSION CDNMOL MEASURES ONCE GRASS IS ESTABLISHED.
9. INLET PROTECTION 70 BE INSTALLED AT ALL. PROPOSED AND EXISTING INLET'S ADJACENT' TO THE
PROJECT SITE
10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA PREPARED BY KERR SURVEYING, LLC.
I
11. D(TERIOR BUILDING AND SiTE UG TING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED
NO FIXTUDEVELORMENT ORDINANCEE RE SHAD. DTREMYiPROJECT- LIGHT HORIZE UGHT SOURCE �ON3NALLY: FIXTURES WILL Be MOUNTED N SUCH OT PROJECT BELOW A14 OPAQUE HOUSING A
MANNER THAT THE PROJECTED CONE OF LIGHT DOTS NOT CROSS ANY PROPERTY UNE. PLEASE NOTE
THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE 71ME OF BUILDING PERMfT AND
CERTIFICATE OF OCCUPANCY.
PARKING AWLYM
' Ut'll,." DEMAND 'I
�QUIRED PARKING MINIMUM EMANb DER' 8UI ENG
0 GPM
2 13EDROCIa UNITS - 16 UNITS - 32 BEDROOMSAVERAGE 20 GPM
1.5 SPACES/BEDROOM - 48 SPACES MAXIMUM (PEAK) 80 GPM
ir AEDROOM UNITS � s NITS - B BEDROOMS 2" DOMESTIC WATER METER
SP fBEDROOid
-56
25% REDUCTION = 14 SPACES
TOTAL REQUIRED - 42 SPACES
`L HANDICAP SPACES REQUIRED
PROPOSED PARKING:
42 SPACES
2 HANDICAP SPACES
42 BIKE SPACES
44 SPACES TOTAL
SANITARY SEiM1I 11DAAW
AVERAGE 25 GPM
MAXIMUM (PEAK) 100 GPM
6" SANITARY SEWER UNE
® 1.50% MIN. SLOPE
FIXTURE UNITS = 380
FIXTURE UNITS ALLOWED = 700
PiPE SLOPE OK
FOSTER AVENGE
APARTMENTS
10 5 0 1'10 1024 AND 1026 FOSTER AVE.
sCALE IN FEET
LO -M g AND 10, BLOCK 3
TOTAL AREA = 0.74 ACRES
1 BULDING 27,806 SF
24 UNITS / ACRE
I� IIr�
COLLEGE HTS EeFrA` M
VOLUME 90, PO 468
PROJ_EGT BENCN MAkK COLLEGE STA710N1. 8vzw COUNly, TEXAS
SCALE: 1"=10' AUGUST 2012
RAIILLROAD SPIKE IN OWNER/DEVELOPER: SURVEYOR:
TELEPHONE POLE CC 8CS 1 LP KERR SURVEYING, LLC.
ELEVATION: 313.36' C/O CUNT COOPER 409 N. TEXAS AVE.
170 R H PAR " BRYAN, 7 X 7'7'803
�.. LTTE 2 F �:; '. 979-268-3195
CO LE r F �iLON, )M 77845
-X60- 000 ENGINEER:
SCHLlLTZ ENGINEERING, U.C.
Vi
PO BOX 11995
COLLEGE STAVON. TX 77842
(979)764-3900
SHEET 10 F 2
SCALE
VERTICAL NLA
HORIZONTAL 1e=19
PLOTTING SCALE:
PILE NAME: 12-210
SHEET
10. " DEBMTED
PAFXM
C*Ly
NOTES!,
1. SIGN SHALL COMPLY WITH THE CoM
FIRE SERVICE STANDARDS.
FIRE LANE SIGN DETAIL
N.T.S.
EIRE LANE MARKINGS
1. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH
(4') WHITE LEI ING STATING "FIRE LANE - NO PARKING - TOW AWAY
Z0N!'. WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART.
2. A SIGN TWELVE INCHES (12') WIDE AND EIGHTEEN INCHES_ (18' IN
HEIGHT SHALL E MOUNTED IN A CONSPICUOUS LOCAMON AT EACH
ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS
SHALL BE TWELVE INCHES (12-) WIDE AND EIGHTEEN INCHES HIGH, WITH A
COMPANION SIGN TWELVE INCHES (12') WIDE AND SIX INCHES (6-) HIGH
STATING 'TOW -AWAY ZONE". SUCH SIGNS SHAD. BE PAINTED ON A WHITE
BACKGROUND WITH SYMBOLS, LETTER AND BORDER. IN ED.
*CROSS SLOPE NOT TO EXCEED
27. OR BE LESS THAN 1% ON ANY
TO OF RAMP OR TRANSITION
P�
0 J�
PR I&ERTM-7
L
I SIDEWALK
1:12
T' SLOPE MAN
EXPANSION JT. &
BACK SMOOTH DOWEL BAR,
OF CURB 1/2" DIA. X 16". WITH
6' MIN. CAP 0 12" O.C..
COATED W/HEAVY
8' SIDEWMX AMBULATORY R"PSP
AT STREET INTERSECTION SECTION & DRIVES
SW3-03
RESERVED2'x18" REFLECTIVE MISH METAL SIGN
PARKING Vi
1-� STEEL REINFORCING BARS
{, CONCRETE PAVEME�i T
•. '.a' + �,. c 4'. �. •• � ;M,0." •�1.i �..
•! . ' '-v"' • • • • 'ip"�' -C^0.' ?":' �.e �1�' �. j� ""v. X
3" 12"x9' REFLELIM FINISH METAL SIGN _. 'a " • M
6" LIME +STABILIZED SUBGRADE
(EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT)
2x2 GALVANIZED STEEL TUBE COLUMN * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN
SET IN CONCRETE FOOTING. PROVIDE * 6" PAVEMENT - USE #4 REBAR 0 18" O.C.E.W.
OVTUBTTEAT
TPOFEPANT TUBE AD W. * 5" PAVEMENT -- USE ,#3 REBAR ® 15" O.C.E.W.
! L TYPICAL CONCRETE PAVING SECTION
Ii i j
! ! jf N:T•S.
!NOTESea
3` N. L 3J 1. ALL CHARACTERS MUST BE 60"
MINIMUM ABOVE GRADE OR SIDEWALK.
ADA SIGN DETAIL
CROSS SLOPE
2% MIN.
CROSS SLOPE
CROSS SLOPE SIDEWALK z
2% to 4% 296 MAX.. 1% MIN. a
CA
ENT CURB , n "�� l }
A Ii
4 A
8' TYP. o
NOTE:
THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE
REQUIREMENTS - BERMS MAY BE REQUIRED
OUTSIDE OF THE SIDEWALK. t
CROSSWALK DIMENSIONS,
**VARIES 4' CROSSWALK MARKINGS, AND STOP
LINE LOCATIONS SHALL BE AS
SHOWN ELSEWHERE IN THE PLANS.
8' �'•.♦
SIDEWALK
PROPERTY UNE • 4' ivTA1C ••
I0t23' (16' CURB RADIUS) w
21.5' (20 CURB RADIUS)
16.5' 25' CURB RADIUS)
*-CROSS SLOPE NOT TO EXCEED
2X%
X OR BE LESS THAN 12 ON ANY a• :.
PORTION OF RAMP OR IRANS17ION
TO STREET
8' SIDEWALK AMBULATORY
RAMP AT STREET EVIEMECTION SW3-01
f PER TAS
STANDARDS
SIDEWALK SLOPE REQUIREMENTS
SWI -0o
0 #4 BARS NOIL, ALL CURBS 6" IN HEIGHT
UNLESS NOTED OTHERWISE.
f� = 3/4" x 1 B' sMOOTH TYPICAL CURB DI' TAIL,
EXPANSION DOWELS
NT.S.
NOTE
TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL
E SPACED AT A MAXIMUM DISTANCE OF 4d' APART AND
AT ALL RADIUS POINTS, P.T.'S AND P.C.-S. TYPE V
CONTRACTION JOINTS IN CURB. do GUTTER SHALL. BE
SPACED AT A MAXIMUM DISTANCE OF 10' MART.
4 ACR WIR
T 1d
3 Q d 4 4 Q Q
4 _ 04 GARS CONTINUOUS
AND 3' CLEAR TYP.
28 DAY CONCRETE STRENGTH = 35013 PSI
24° LA'Y DOWN CURB DETAIL
NTS.
APPEARNG ON THIS
SHEET
THE SEAL
.v ;l BY
�: E � 11 1 V V' �� 1 1 ..
JOSEPH P. DOCUMENT
W ULTZ' P.E., LICENSE
- NO. 65889 ON OCTOBER 4. 2012.
2730 Longmire, Suite A
College Station, Texas 77845 ISSUED FOR CONSTRUCTION
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR JPS DLD JPS 12-210 OCTOBER 2012
FIRM # 12327
SCHULTZ ENGINEERING, LLC
FOSTER AVENUE APARTMENTS
1024 8� 1026 FOSTER AVE.
COLLEGE HII,LS ESTATES
LOTS 9 & 10, BLOCK 3 -COLLEGE STATION, TX
I �
I- 1 108'
J 6" AT EACH END
6' [=W MIHI. 6" [=30' MIN. 6" 5'-*`t�36 •►
BIKE RACK DETAIL
N.T.S.
NOTES:
1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES.
2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS
® 4O' O.C.,CONTRACTION JOINTS 04V O.C.
3. DOWEL IN AND TIE TO ANY CONCRETE S CTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX. CURB. JUNCTION BOX, ETC.)
WITH #3 x 12" BARS 0 12" D.C. OR #4 x 2" BARS 0 18" O.C.
4. COMPACTION: COMPACTED SUOGRADE M RIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS
DETERMINED BY PROCTOR COMPACTION T ASTM D698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT
5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS REFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK.
SEAL WITH EXPANSION
JOINT MATERIAL SMOOTH DOWEL BAR
1/4" R 1/2" la X 18". 12" O.C.
3/4" (COATED W/HEAVY GREASE)
_ -8!-0. VARIES
•� 2% MAX.
RECYCLED MATERIAL. 1/2" SEE NATE 4
THICK AS MANUFACTURED
BY J.D. RUSSELL. CO. OR 3" LONA METAL OR PLASTIC CAP, INSIDE
APPROVED EQUAL DIAMETER TO BE 1'/,16" GREATER -THAN
DIAMETER OF DOWEL BAR. CAP MUST3 BARS 12" O.C.E.W. OR 28 -DAY CONCRETE
BE LONG ENOUGH TO COVER 2"017 #4 BARS 0 18" O.C.E.W. STRENGTH = 30130 psi
DOWEL AND HAVE STOP SO END OF
CAP IS 1° FROM END OF BAR. SEE FINISH NOTE
I
SIDEWALK MANSIO TYPICAL 8' SIDEWALK DE'T'AIL
& CONSTRUCTION JOINT
SAWED OR FORMED,
1/8" TO 3/16"SEAL WITH E ANSION
JOINT MATERI MIN.
3/8" R_
SIDEWALK CONTRACTION JOINT
VARIES INTO ALL St in
TS
SEE PLAN COC SIDEWALK
r .v� .w 4" 7.5"
GENERAL NOTES
DETECTABLE
DETECTABLE WARNIN S
WARNING SURFACE
PEDESTRIAN FACILITIES
1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAT
GENERAL NOTES
I" MAX. SAND
CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION
PT�$E
IMA A
1Mr1wv
4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE
1. ALL SLOPES ARE MAXIMUM AA O�WABLE� TH£ LEAST POSSIBLE SLOPE THAT WILL
4 Q ir� LANDING
SURFACE MUST CONTRAST VISUALLY WITH ADJOINING 'SURFACES,
STILL. DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE
-�} a IK otOA
INCLUDING SIDE FLARES. FURNISH DARK BROWN OR PARK RED
OF APPROACH SIDEWALKS AS DIRECTED.
DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED
'THE
.0MAX.
o aoNp USUpL
PLANS.p
CONCRETE, UNLESS SPECIFIED ELSEWHERE IN
2. LANDINGS SHALE. BE A 5' X 5' MINIMUM WITH A MAXIMUM 2% SLOPE IN ANY
j000a000
00000002.
N /6000000
DETECTABLE WARNING SURFACES MUST BE SUP RESISTANT ANOg
DIRECTION.
o o o 0 0 o o
NOT ALLOW WATER TO ACCUMULATE
3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF
3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN
4' X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE
TRAVEL WHEN ENTERING THE STREET.
THE PARALLEL VEHICULAR TRAVEL PATH.
6" MIN. FACE OF
10" MAX. CURB
4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE
4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 27.
APPROXIMATE LOCATION FOR THE DETECABLE WARNING
TYPICAL PLACEMENT OF DIi:TECTABLE W1?►RNING
SURFACE FOR EACH CURB RAMP TYPE.
S. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS
5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24' 1N
DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE
WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT
SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE
SURFACE ON LANDING AT STP= EDGE
FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE
APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES.
SW2 OO
PEDESTRIAN ACCESS ROUTE ENTERS THE STREET.
6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN. LIGHT RELECTIVE VALUE
6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE
EDGE NEAREST THE CURB UNE IS A MINIMUM OF 6" AND A
AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSISIUTY
STANDARDS (TAS) AND 16 TAC 968.102.
MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB.
DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE
7. TO SERVE AS A PEDESTRIAN REFUGE AREA. THE MEDIAN SHOULD BE A MINIMUM
o
CORNER RADIUS.
OF 5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE
�- oILnding
OVER OR THROUGH THEM.
7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED
@'e E
POLYMER COMPOSITE. PRECAST POLYMER CONCRETE,
8, CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHAH BE
Detectable warning surface .
AND CONCRETE.
AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK
(Domes to run parallel to
MARKINGS ARE NOT REQUIRED. CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL
pedestrian travel)
CROSSWALKS, OR AS DIRECTED BY THE ENGINEER.
4" Max
_
and Usual
9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS
0160.16-0 a 0 0 0
OTHERWISE SHOWN ON THE PLANS.
00oo0ooeo1de flare
E 160 0000000 0 0 0 0 00 00 (Typical)
10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER
N 000000000
ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB.
11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER
ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED
6" min Face of
BY THE ENGINEER.
10 max �,b
'TYPICAL PLACEMENT OF DETECTABLE -
12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET.
WARNING SURFACE ON SLOPING RAMP RUN
13. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG CURB LINE.
SW2-OI
GENERAL NOTES (PAVERS)
1- 2- FURNISH WARNG�Lr G ALL
EQUIREMENTSCTABLE OF ASTM C - 936P C--33 AVER �NITS LAY IN A NTW0 Y TWO
UNIT BASKET WEAVE PATTERN OR AS DIRECTED.
ZY` j LAY FULL-SIZE UNITS FIRST FOLLOWED BY
' c � LAND NG -
-+- CLOSURE UNITS
c CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT CUT
c DETECTABLE WARNING PAVER UNITS USING A POWER SAW.
7-0-0-0-3-1 u �Landing
mom
a» 0
�
4 0 0 0 O 3 REBAR AROUND PAVER INSET
M
electable warningNO.
^i
paver with truncaed DETECTABLE WARNING PAVER WITH
dome surface
CL
4" Max EXPANSION JOINT TRUNCATED DOME SURFACE
D=CTABLE WA"bVGPAVER and Usual AS REQUIRED 1" MORTAR BED - SHALL. CONFORM TO
A A SIDE FLARE APPUCA13LE SPECIFICATIONS
N 1 0 SLOPE
N Typtcck{e (�') CONTROL JOINT PERMISSIBLE
AX
(TYPICAL)
Face of
1__7(Tr_YP6ICAL)
Face of
curbMiN. 4"
4' RAMP WIDTH (TYPICAL) ��
7r,WL'ADOMEPA7'1'FAW No. 3 REBAR AT
-TYPICAL)
18" (MAX.) ON -CENTER
7�
L SS A CONCRETE
CURB AA" BOTH WAYS CLASS
BL ERSTE - SHALL CONFORM
TYPICAL AMBULATORY RAMP W/
TO
FLARED WINGS
DETECTABLE WARNING PAVER SMYONA-A
W2-02
Fs --W-2-031
APPEARNG ON THIS
SHEET
THE SEAL
.v ;l BY
�: E � 11 1 V V' �� 1 1 ..
JOSEPH P. DOCUMENT
W ULTZ' P.E., LICENSE
- NO. 65889 ON OCTOBER 4. 2012.
2730 Longmire, Suite A
College Station, Texas 77845 ISSUED FOR CONSTRUCTION
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR JPS DLD JPS 12-210 OCTOBER 2012
FIRM # 12327
SCHULTZ ENGINEERING, LLC
FOSTER AVENUE APARTMENTS
1024 8� 1026 FOSTER AVE.
COLLEGE HII,LS ESTATES
LOTS 9 & 10, BLOCK 3 -COLLEGE STATION, TX
I �
I- 1 108'
J 6" AT EACH END
6' [=W MIHI. 6" [=30' MIN. 6" 5'-*`t�36 •►
BIKE RACK DETAIL
N.T.S.
NOTES:
1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES.
2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS
® 4O' O.C.,CONTRACTION JOINTS 04V O.C.
3. DOWEL IN AND TIE TO ANY CONCRETE S CTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX. CURB. JUNCTION BOX, ETC.)
WITH #3 x 12" BARS 0 12" D.C. OR #4 x 2" BARS 0 18" O.C.
4. COMPACTION: COMPACTED SUOGRADE M RIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS
DETERMINED BY PROCTOR COMPACTION T ASTM D698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT
5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS REFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK.
SEAL WITH EXPANSION
JOINT MATERIAL SMOOTH DOWEL BAR
1/4" R 1/2" la X 18". 12" O.C.
3/4" (COATED W/HEAVY GREASE)
_ -8!-0. VARIES
•� 2% MAX.
RECYCLED MATERIAL. 1/2" SEE NATE 4
THICK AS MANUFACTURED
BY J.D. RUSSELL. CO. OR 3" LONA METAL OR PLASTIC CAP, INSIDE
APPROVED EQUAL DIAMETER TO BE 1'/,16" GREATER -THAN
DIAMETER OF DOWEL BAR. CAP MUST3 BARS 12" O.C.E.W. OR 28 -DAY CONCRETE
BE LONG ENOUGH TO COVER 2"017 #4 BARS 0 18" O.C.E.W. STRENGTH = 30130 psi
DOWEL AND HAVE STOP SO END OF
CAP IS 1° FROM END OF BAR. SEE FINISH NOTE
I
SIDEWALK MANSIO TYPICAL 8' SIDEWALK DE'T'AIL
& CONSTRUCTION JOINT
SAWED OR FORMED,
1/8" TO 3/16"SEAL WITH E ANSION
JOINT MATERI MIN.
3/8" R_
SIDEWALK CONTRACTION JOINT
VARIES INTO ALL St in
TS
SEE PLAN COC SIDEWALK
r .v� .w 4" 7.5"
CONCRETE SIDEWAI
MAX.
'. SEE NO 4
SEE NOTE 3 -A
28 -DAY CON RE
#4 BARS 0 18" O.C.E.W. STRENGTH - 3 O
6" UME STABILIZED SUBGRADE (6" THICK �N.
SEE FINISH I � i
FIRE RATED SIDEWAII 16
'
VIEWS
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A� JO
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SITE PLAN
s1IMET 2 OF z
REVi FOR
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NOV 2, 8 2012
COLLEGLSTATION
ENGINEERING
FOSTER AVENUE
APARTMENTS
1024 AND 1026 FOSTER AVE.
LOTS 9 AND 10, BLOCK 3
TOTAL AREA - 074 ACES
1 BUILDING 27,806 Sf=
24 UNITS / ACME
FW Wry'
COLLEGE HRLS E3fAIM
VOUAE 9% M 40
COUMN STA't M BIRAM COUNTY, 7EXA8
SCALE: 1"=10' AUGUST 2012
OWNER/DEVELOPER: SURVEYOR:
CC BCS 1 LP KERR SURVEYING, LLC.
0/0 CUNT COOPER 409 N. TEXAS AVE.
1700 RESEARCH PARKWAY BRYAN, 'TX 77803
SUITE 246 979-268-3195
COLLEGE
Tx 77845 ENGINEER:
SCHULTZ ENGINEERING. LLC.
PO BOX 11995
COLLEGE STATION, TX 77842
(979)764-3900
SCALE
VERTICAL N/A
HORIZONTAL NIA
PLOTTING SCALE: 1.1
FILE NAME: 12-210
o s
6"
I" MAX. SAND
LAYING COURSE
PT�$E
IMA A
LL
SIDEWALK PAVERS
CTION
(FERE LANE RAITI
CONCRETE SIDEWAI
MAX.
'. SEE NO 4
SEE NOTE 3 -A
28 -DAY CON RE
#4 BARS 0 18" O.C.E.W. STRENGTH - 3 O
6" UME STABILIZED SUBGRADE (6" THICK �N.
SEE FINISH I � i
FIRE RATED SIDEWAII 16
'
VIEWS
a
A� JO
y I. _ j
NOV _ � 2X12 1
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Q@@??����@p�Lp�1�-+i��--4yyggl�r)`+',
SITE PLAN
s1IMET 2 OF z
REVi FOR
CON-1 rm L:1,ACE
NOV 2, 8 2012
COLLEGLSTATION
ENGINEERING
FOSTER AVENUE
APARTMENTS
1024 AND 1026 FOSTER AVE.
LOTS 9 AND 10, BLOCK 3
TOTAL AREA - 074 ACES
1 BUILDING 27,806 Sf=
24 UNITS / ACME
FW Wry'
COLLEGE HRLS E3fAIM
VOUAE 9% M 40
COUMN STA't M BIRAM COUNTY, 7EXA8
SCALE: 1"=10' AUGUST 2012
OWNER/DEVELOPER: SURVEYOR:
CC BCS 1 LP KERR SURVEYING, LLC.
0/0 CUNT COOPER 409 N. TEXAS AVE.
1700 RESEARCH PARKWAY BRYAN, 'TX 77803
SUITE 246 979-268-3195
COLLEGE
Tx 77845 ENGINEER:
SCHULTZ ENGINEERING. LLC.
PO BOX 11995
COLLEGE STATION, TX 77842
(979)764-3900
SCALE
VERTICAL N/A
HORIZONTAL NIA
PLOTTING SCALE: 1.1
FILE NAME: 12-210
SITE SPFrJE]Q NOTES..
THE OWNER WNER OF THE PROPERTY IS CC BCS 1 LP. THE SUBJECT PROPERTY IS LOTS 9 AND 10, BLOCK .3
TRANSFORMER PAD PER CSU I LEGEND OF THE FIRST INSTALLMENT OF COLLEGE HILLS ESTATES. VOL. 96 PG. 498.
PLANS AND SPECIFICATIONS N/F/ ' PDD WITH R6 BASE ZONING. THE PROPERTY IS ZONED
JOHN C. CULPEPPER III EXISTING CONTOUR 2. THE DISTURBED AREA FOR THIS PROJECT I
PUE LOT 8 & 11-12, BLOCK 3 1> S 0-�_3 k_'RES 31 859 SF).
E HILLS Z R-6 PROPOSED CONTOUR WILL 13E PROVIDED ON THE DRAINAGE PLAN AND DRAINAGE REF ORT.
N47 00'461E -180.10' r 3. DRAINAGE INFORMATION AND
M=R 10,18'
LANDSCAPING AND IRRIGATION DESIGN AND ANALYSIS
coon^aonaeeBOUNDARY IRRIGATION PLANS.
pYkk. . . . . . . . . . . . WILL BE PROVIDED ON THE LANDSCAPE AND
7.5' SID FLOW DIRECTION 5. THE IRRIGATION SYSTEM MUST 13E APPROVED AND INSTALLED PRIOR To C.O.
71"
> 7.5'
k T --I IDE SETBACK
GALLONS PER MINUTE. THE BUILDING IS FULLY SPRINKLED WHICH DECREASES THE REQUIRED .SETBACK 001 6. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE VA OF 27,80() SF IS 3
U) FIRE HYDRANT
1900
NLU FIRE FLOW
PROVIDED !BY
CON NG HYDRANT AND A PROPOSED HYDRANT WHICH IS NEEDED TO SERVE THE FIRE' UEPARTMENT
CONNECTION.
PAF KING ISLAND- -6' HIGH SANITARY SEWER MANHOLE
18' 0-j l�
TYP. 182 SF SCREEN AND - 00
C_
> 4
0 0 -W-6
> 20' FENCE 192 SF ' rn 80083, PANEL NO. 30SE, MAP NO. 4804lc6305E. EFFECTIVE DATE:
0 --1 OD
cf) 91 -0 INSURANCE RATE MAPS FOR 13RAZOS COUNTY TEXAS AND INCORPORATED AREAS. COMMUNITY NO.
P KING ISL 50 -0 Oct -S-6- PROPOSED SANITARY SEWER LI IE 7. THE SUBJECT TRACT DOES NOT LIE WITHIN THE I DO YEAR FLOODPLAIN ACCORDING To FEMA FLOOD
GATE VALVES ONE FIRE HYDRANT IS REQUIRED. THE HYDRANT FLOW WILL B
k _0BY 50 X (1,500 GPM).
k k k I
Typ. > PROPOSED WATER LINE
(n 0
MAY. 16, 2012.
PARKING rn B. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB
An g > M
. . . . . . . - � 1, _< 7- - ST ST UNLESS OTHERWISE NOTED.
ISLAND __4 PROPOSED STORM SEWER LINE 9. ALL PAVEMENT S
382 SF 4 PARKING I LAND 11 k I SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS.
182 SF
L0
CONSTRUCTION EXIT 10- ALL UTILITY LINES (WATER GAS. SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN
15' PUE (n . -
cn - , ___e_ - , - FROM BEST AVAILABLE RECORD INFORMATION BASED
> 10 9' PARKING SPACES �mmmf`IRE LANEmm /AN FIRE LANE SILT FENCE b ON CONSTRUCTION UTILITY MAP DOCUMENTS I�
RE LANE--mm--mw nRE LANFmwwmwmmmmw.WRE LAN RE LANE nRE OBTAINED BY FROM CITY AND INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE, SHOWN
2 9 PARKING SPACES SIGN %=.Oc:p INLET PROTECTION POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS.
171
> (n 300 GAL 7 Il. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED
(n U) (n z SOLID WASTE WHEEL STOP DEVELOPMENT ORDINANCE AND APPROVED PDD ZONING,
CONTAINERS SLIDING GATES 12. ALL ROOF AND GROUND -MOUNTED MECHANICAL ul ACCESSIBLE ROUTE ICAL EQUIPMENT SHALL BE SCREENED FROM
I I `I I 1\ - 100, (n ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC VIEW OR
DECORATIVE FENCE 150' OF THE SUBJECT LOT, MEASURED RIGHT-OF-WAY OR RESIDENTIAL DISTRICT
FROM A POINT 5 FEET A13OVE GRADE. WTHIN
BE COORDINATED WITH SUCH SCREENING SHAL
cO (n V) 23' (PER BE DETAILS) THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
TYP. ELECTRIC LINE I
C VAN -ACCESSIBLE SPACE \ to __AE- OVERHEAD ELE 13. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE LIDO AN . ' I
M 26 D PDD ZONING".
FIRE LANE 14. ALL" ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATION
> COLLEGE STATION U71UTlES ELECTRICAL DESIGN FOR
S AND PER THE
(n U)S PROJECT.
is 24' CSU ELECTRICAL CONTACT: CSU ELECTRIC PROJECT COORDINATOR
Is is is is Is is is is, 10- is IS is Is is Is Is is is is Is CITY OF COLLEGE STATION UTILITIES
w is
ELECICAL S VI W PH: 979-764-6314
PER
PLA
15. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLAT10N VALVE, THE LOCKA13LE
AND ECIFICATIONS j:� 0 0 CA
E t z
5'
ITI (A W 3 NY1 38 NVI 38 SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING LID AT MINIMUM. AN
1 4 __4 4 , NY -1 38rro� ACCESS __O ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION UTILITIES OR HIS DESIGNEE. �LID
U)
. . . . . .. KEYPAD 0
> 16. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED.
(n F 8'\
C)
V) cn 17. COVERED PARKING IS LOCATED WITHIN THE BUILDING PDD ZONING WILL 13E AMENDED T
4 --1 . ALLOW THE COVERED PARKING IN THE BUILDING SETBACK.
...... cn 10 9' PARKING SPACES SETBACK. THE
V)
:TANGE�
HANDICAP SPACES CURVE # LENGTH FADIUS Curve Table 18. THE GATE TO FRANCIS DRIVE IS FOR FIRE DEPARTMENT EMERGENCY ACCESS USE ONLY. IN THE EVENT!
THE GATE IS LEFT OPEN, THE CITY OF COLLEGE STATION
RETAINS THE ABILITY To CLOS
PA KI G ISLAND C ORD WITHOUT CONSULTING THE PROPERTY OWNER.
2
04� H DIRECT,0N E
Ra
1Z 234 SF THE GATE
In (n %Qil 1. - - . , , I N Cl 190. 1 .
4 . --i cn 4� s-4 83.33' 10.00' 1
23' k k -?ARKING ISL, �ND 55.0 S05.4V29-E 19. FOSTER AVENUE APARTMENTS, COLLEGE HILLS ESTATES BLOCK 3 LOTS 9-10. is To BE CONSIDERED ONE
cn . . -Z --i ... . -_ 1095-29 3 47�4.02 BUILDING PLOT FOR THE PURPOSELANDSCAPING.
TYP. 365 SF -S-4
R PROPOSE
OF SIGNAGE AND
Is 3 Is 20. ACCESS SHALL BE PROVIDED AT ALL TIMES FOR
L DELIVERY,
is GAR13AGE PICK-UP, DIAL -A -RIDES, UTILITY, SCHOOL BUSES, AND OTHER HEALTH AND SAFETY-RELATED
F
V) V) 6' SIDEWALK POLICE, FIRE, CITY INSPECTIONS, MAI
> PROPOSED 6' V) VEHICLES. ACCESS MUST NOT REQUIRE DRIVERS TO EXIT THEIR VEHICLE.
(n SIDEWALK RAM --I , , ADA EXISTING SEWER
45 SIDEWALK SERVICE TO BE 21. A KNOX BOX WILL BE REQUIRED FOR THE GATE ON FOSTER • DEPARTMENT REQUIREMENTS. ER AND NEAR THE RISER ROOM PER FIRE
V- - ------
.17 . 7. *'� 7 77 ..
\7 ABANDONED
22. A KNOX PADLOCK WILL BE INSTALLED ON AAE ACCESS GATE ON FRANCIS.
cn En . . . . . . . . . . . tl> V I
(j)
U) mid V
. . . . . . . . . . .• 23. THE DETENTION AND DRAINAGE FACILITIES MUST BE CONSTRUCTtf) FIRST.
V)
Ld �? 17 t>
U
C) c U) cn I . I . . - . 1. � ... - - 11 . . . m 1 . . V __17 9
TBM 1 < w< _1p_• 17.
-4
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< ry 50' X 26'
�r- Ld AERIAL FIRE z I>
> ACCESS (n (n
( w
Uj
0 EASEMENT
rn 0
- . 7 >
<M >
;0 - GENERAL NOTES:
1> Z z
_._ - i _: -VICINITY MAP I- THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING
Uj rn cn 0 UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF
PROPOSED ADA SIGNAGE}II EXISTING 12"
t> SEWER LINE CONSTRUCTION IS REQUIRED.,,
DIG TESS:
7moi (800) 344-8377
U) ATMOS ENERGY: (979) 774-2506
cl) SUDDEN LINK COMMUNICATIONS: (979) 595-2429
VERIZON:
f -lit 979) 821-4770
2. IT IS THE RESPONSIBILITY OF THE coNTRACTO
D RIM=314.54 OF A CONSTRUCTION EXIT AND SILT FENCE AS EXISTING MH #1 EROSION AND PREVENT SEDIMENT FROM LEAVIR TO USE WHATEVER E. MEANS S NECESSARY To MMINIMIZEJ ' I -}II NG THE PROJECT SITTHIINCLUDES THE INS1ALLATIOlI
NECESSARY.
GRASS(AREA
FL=302.67
3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT
FL=302.69 CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY
RAINFALL EVEN
OF 1/2' OR MORE. THE CONTRACTOR SHALL REMOVE
LLJ 7. V �7 t> S, AS A RESULT OF THE CONSTRUCTION OF THIS PROJECTALL MUD DEPOSITED ON E ADJACENT STREETS
E
0).y 61 4. THE REQUIREMNTS
IS REQUIRED TO MAINTAIN THE TPDES GE PERMIT NO. TXR 1500oo
TS FOR CONSTRUCTION SITES.
A>
SEWER SERVICE 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS
WITH CLEANOUT COMPLETE By HYDROMULCHING AND SEEDING ALL DISTURBED AREAS.
Vj-
'PARKING
ISLAND ACCESSIBLE ROUTE 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN /COLLEGE STA11ON
STANDARD SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHA /C
< "-DECORATIVE 201 SF•
THE CITY ENGINEER'S OFFICE. LL BE COORDINATED NITI
PAVEMENT 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA TANDARD 29 C
s
FR PART -19.? -OrzTp
(n` ., - -QTY _6_ _SUB. Pl-,r� R 11 7 �Em
26 BIKE SI
/-4 -1 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED
------FIRE LANE RATED CD PIRDJE HE
9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE
N CONCRETE' PAVERS LOCATION PROJECT SITE.
A co
< -11 f > 0
10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA PREPARED BY KERR SURVEYING, LLC,
Z-4 1
M (n cy) (,()
\+J I 373 -U NOT TO SCALE 11 11. EXTERIOR BUILDING AND SITE UGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED
> DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND
4* POS% > NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A
T
TYP. FOSTER AVE. APARTMENTS MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE
:!E m -I--LAY DOWN I-- 1 0 1
18 UNITS 1� -1 * > - THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING CERTIFICATE OF OCCUPANCY. LDING PERMIT AND
Uj CURB -41 r, nn, -7 17 _U I
<\ >
20' REAR\ 27,806 S.F. < PARKING ANA
m
G7 I SETBACKllll REQUIRED PARKING:
X
> m
W z
2 BEDROOM UNITS - 16 UNITS - 32 BEDROOMS
10'
BUILDING HEIGHT f I I I
_j
T s 1.5 SPACES/BEDROOM = 48 SPACES
(A BUILD( G'
SETBA K
< 4 BEDROOM UNITS 2 UNITS - 8 BEDROOMS
Z 6 35' BUILDING HEIGHT 1 SPACE/BEDROOM 8 SPACES
X j
TOTAL SPACES
CALCULATED - 56
> :25% REDUCTION = 14 SPACES
r
U) El -
7 TOTAL REQUIRED = 42 SPACES
W V)
< _:,+/ 2 HANDICAP SPACES REQUIRED
CONDENSING UNITS
RISER
Ld < ROOM .& SCREEN WALL Na
0 <
2: r) I PROPOSED PARKING:
_j of 2
41 SPACES
PROPOSED 2"
cr_ < 2 HANDICAP SPACES
42 BIKE SPACES
N < > WATER SERVICE C-1)
43SPACES TOTAL
7 t>
r) 0 PROPOSED 4" FIRE
LLJLIJ F] F1 w
\7 U)
SPRINKLER LINE
16 BIKE SPACES GRASS
AREA
> 0
0 ry 0 F1 PROPOSED THOMAS PARK
0 < z:5 b) W z 6" FDC t>
40 ry q y -
V) LINE CA
n
FIRE LANE < OPOSED FIRE
RATED
GRn
U) DEPARTMENT
CRETE OR ASS GRASS
JAPPROVED z IRKING ISLAND-\ CONNECTION AREA
I Cn" 181 SP
PROPOSED tr
O�T
SIDEWALK 10 0 10
AND 1026 FOSTER AVE,
SCALE IN FEET fv- mi_
CATS U AINU IU7 K
w `• I<N
< L
IVVr_Aj 6
-------- EXISTING ------J-,
L I A
TOTAL AREA 0.74
FIF
w ?E
cz
fLAY OWN
ST ST ST ST ST S HYDRANT 1 R"n rain
T %ZT - L,.,. f __ of%
2 CURB CU ST ST ST
•24
k 10' BUILDING
01"o ou 0 - 1-1 C) V -Uo-ud PROPOSED
<1 to 00, SETBACK
Ea SIDEWALK
EXISTING
PARKING ISLAND /),IDao 6a0 O'c 0 -0-6 2:11 r.
194 SF 00 0" 57 11'W -136.67'
7�_
ATMOS GAS I 01r))0_0 I - _w__8
lu* W --E3 W-8 ------
LINE FIRE LANE W-8 �t_.-W-8 W-8 Vd
W W-81 '7
RATED
4-E
Uj > V SIDEWALK A>
T
ST -V ST ST,6;7- STI��- -ST- ST S T s -r,,. Si* s Z�T ST
ST S T --SI ST s ;ST ST ST* ST
ST ST -'ST S V
t> I>
SWINGING PROPOSED -A �PROPOSED '-6" ISO XTION_1, VALVE EXISTING STORM SEWER PROPOSED
NGING GATE -SW/ EMERGENCY LAY DOWN FIRE HYDRANT SED 2" WATER (SEPNOTE 15) FRANCIS DR. EXISTING 8" DECORATIVE PROPOSED
ACCESS ONLY SIGN CURB IRRIGATION METER 60' ROW WATERLINE IRON FENCE PER ADA
METER
37' B -B ASPHALT PAVEMENT ARCHITECTURAL RAMP
mmmmm�
DETAILS
PROPOSED AUG 2 3 '1013
ADA 1.6 W-CJUT'
RAMP 24 UNITS ACRE:
"W WTAU-Mffir COLLEGE STATI IN
MUEGE "LL8 WrAT" ENGINEERING
N-8 VOLUME 9e, m 468
t�'. I PROJECT •BEN-QH MARK COUNTY, TEXAS
UA*Tri
=10' Ef EVATI
TBM 1 AUGUST 01
WN FIC
ST /ST RAILROAD SPIKE. IN � �\jv ER/DEVELOPER: SURVEYOR-'
TELEPHONE POLE
CC BCS I LP KERR SURVEY
ELEVATION: 313.36' C/O CLINT COOPER SURVEYING LC.
409 N. TEXAS AVE.
EXISTING MH 1700 RESEARCH PARKWAY BRYAN, TX 77803
#2 i C3 REQUIRE
RIM=314.45 SUITE 246 979-268-3195 E3 +11'
FL=302.14 COLLEGE STATION, TX 77845
M
_f L_= 9 0 �q,3 3
97 6p
7000 ENGINE
-S-8 S-8 FL=303.88 ER: 4.2'
+31
ii # k .1 CPU" .7 0
LNUINEERING, f.LLC.
PO BOX 11995
COLLEGE
•
Engik
SSTATIONi TV 4
X THE SEAL APPEARING ON THIS
'ileering, LU; JODOCUMENT WAS AUTHORIZED BY
SEPH P. SCHULTZ P.E., LICENSE
2730 Longmire, Suite A NO. 65889 ON AUGUST 21, 2013.
2ollege Station, Texas 77845
- ADD. SCREEN WALL & COCOND, UNITS JS 8/21/13 '979 764.39(.10 TBPE NO. 12327 ISSUED FOR CONSTRUCTION
1 REVISED PROJECT NAME& PARKING, JS 5/8/13 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
MARK REVISION BY DATE KERR JPS DLD JPS 12-210
REV. AUG. 2013
(979)764-3900
THOMAS PAI�I� LOFTS
SCALE
1024 & 1026 FOSTER AVE. -SIVERTICAL
TO PLAN LA
COLLEGE HILLS ESTATES HORIZONTAL
111=10i
LOTS 9 & 10, BLOCK 3 - COLLEGE STATION, TX SHEET I OF 2
PLOTTING SCALE:
FILE NAME: 12-210
<
<M >
;0 - GENERAL NOTES:
1> Z z
_._ - i _: -VICINITY MAP I- THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING
Uj rn cn 0 UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF
PROPOSED ADA SIGNAGE}II EXISTING 12"
t> SEWER LINE CONSTRUCTION IS REQUIRED.,,
DIG TESS:
7moi (800) 344-8377
U) ATMOS ENERGY: (979) 774-2506
cl) SUDDEN LINK COMMUNICATIONS: (979) 595-2429
VERIZON:
f -lit 979) 821-4770
2. IT IS THE RESPONSIBILITY OF THE coNTRACTO
D RIM=314.54 OF A CONSTRUCTION EXIT AND SILT FENCE AS EXISTING MH #1 EROSION AND PREVENT SEDIMENT FROM LEAVIR TO USE WHATEVER E. MEANS S NECESSARY To MMINIMIZEJ ' I -}II NG THE PROJECT SITTHIINCLUDES THE INS1ALLATIOlI
NECESSARY.
GRASS(AREA
FL=302.67
3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT
FL=302.69 CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY
RAINFALL EVEN
OF 1/2' OR MORE. THE CONTRACTOR SHALL REMOVE
LLJ 7. V �7 t> S, AS A RESULT OF THE CONSTRUCTION OF THIS PROJECTALL MUD DEPOSITED ON E ADJACENT STREETS
E
0).y 61 4. THE REQUIREMNTS
IS REQUIRED TO MAINTAIN THE TPDES GE PERMIT NO. TXR 1500oo
TS FOR CONSTRUCTION SITES.
A>
SEWER SERVICE 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS
WITH CLEANOUT COMPLETE By HYDROMULCHING AND SEEDING ALL DISTURBED AREAS.
Vj-
'PARKING
ISLAND ACCESSIBLE ROUTE 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN /COLLEGE STA11ON
STANDARD SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHA /C
< "-DECORATIVE 201 SF•
THE CITY ENGINEER'S OFFICE. LL BE COORDINATED NITI
PAVEMENT 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA TANDARD 29 C
s
FR PART -19.? -OrzTp
(n` ., - -QTY _6_ _SUB. Pl-,r� R 11 7 �Em
26 BIKE SI
/-4 -1 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED
------FIRE LANE RATED CD PIRDJE HE
9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE
N CONCRETE' PAVERS LOCATION PROJECT SITE.
A co
< -11 f > 0
10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA PREPARED BY KERR SURVEYING, LLC,
Z-4 1
M (n cy) (,()
\+J I 373 -U NOT TO SCALE 11 11. EXTERIOR BUILDING AND SITE UGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED
> DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND
4* POS% > NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A
T
TYP. FOSTER AVE. APARTMENTS MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE
:!E m -I--LAY DOWN I-- 1 0 1
18 UNITS 1� -1 * > - THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING CERTIFICATE OF OCCUPANCY. LDING PERMIT AND
Uj CURB -41 r, nn, -7 17 _U I
<\ >
20' REAR\ 27,806 S.F. < PARKING ANA
m
G7 I SETBACKllll REQUIRED PARKING:
X
> m
W z
2 BEDROOM UNITS - 16 UNITS - 32 BEDROOMS
10'
BUILDING HEIGHT f I I I
_j
T s 1.5 SPACES/BEDROOM = 48 SPACES
(A BUILD( G'
SETBA K
< 4 BEDROOM UNITS 2 UNITS - 8 BEDROOMS
Z 6 35' BUILDING HEIGHT 1 SPACE/BEDROOM 8 SPACES
X j
TOTAL SPACES
CALCULATED - 56
> :25% REDUCTION = 14 SPACES
r
U) El -
7 TOTAL REQUIRED = 42 SPACES
W V)
< _:,+/ 2 HANDICAP SPACES REQUIRED
CONDENSING UNITS
RISER
Ld < ROOM .& SCREEN WALL Na
0 <
2: r) I PROPOSED PARKING:
_j of 2
41 SPACES
PROPOSED 2"
cr_ < 2 HANDICAP SPACES
42 BIKE SPACES
N < > WATER SERVICE C-1)
43SPACES TOTAL
7 t>
r) 0 PROPOSED 4" FIRE
LLJLIJ F] F1 w
\7 U)
SPRINKLER LINE
16 BIKE SPACES GRASS
AREA
> 0
0 ry 0 F1 PROPOSED THOMAS PARK
0 < z:5 b) W z 6" FDC t>
40 ry q y -
V) LINE CA
n
FIRE LANE < OPOSED FIRE
RATED
GRn
U) DEPARTMENT
CRETE OR ASS GRASS
JAPPROVED z IRKING ISLAND-\ CONNECTION AREA
I Cn" 181 SP
PROPOSED tr
O�T
SIDEWALK 10 0 10
AND 1026 FOSTER AVE,
SCALE IN FEET fv- mi_
CATS U AINU IU7 K
w `• I<N
< L
IVVr_Aj 6
-------- EXISTING ------J-,
L I A
TOTAL AREA 0.74
FIF
w ?E
cz
fLAY OWN
ST ST ST ST ST S HYDRANT 1 R"n rain
T %ZT - L,.,. f __ of%
2 CURB CU ST ST ST
•24
k 10' BUILDING
01"o ou 0 - 1-1 C) V -Uo-ud PROPOSED
<1 to 00, SETBACK
Ea SIDEWALK
EXISTING
PARKING ISLAND /),IDao 6a0 O'c 0 -0-6 2:11 r.
194 SF 00 0" 57 11'W -136.67'
7�_
ATMOS GAS I 01r))0_0 I - _w__8
lu* W --E3 W-8 ------
LINE FIRE LANE W-8 �t_.-W-8 W-8 Vd
W W-81 '7
RATED
4-E
Uj > V SIDEWALK A>
T
ST -V ST ST,6;7- STI��- -ST- ST S T s -r,,. Si* s Z�T ST
ST S T --SI ST s ;ST ST ST* ST
ST ST -'ST S V
t> I>
SWINGING PROPOSED -A �PROPOSED '-6" ISO XTION_1, VALVE EXISTING STORM SEWER PROPOSED
NGING GATE -SW/ EMERGENCY LAY DOWN FIRE HYDRANT SED 2" WATER (SEPNOTE 15) FRANCIS DR. EXISTING 8" DECORATIVE PROPOSED
ACCESS ONLY SIGN CURB IRRIGATION METER 60' ROW WATERLINE IRON FENCE PER ADA
METER
37' B -B ASPHALT PAVEMENT ARCHITECTURAL RAMP
mmmmm�
DETAILS
PROPOSED AUG 2 3 '1013
ADA 1.6 W-CJUT'
RAMP 24 UNITS ACRE:
"W WTAU-Mffir COLLEGE STATI IN
MUEGE "LL8 WrAT" ENGINEERING
N-8 VOLUME 9e, m 468
t�'. I PROJECT •BEN-QH MARK COUNTY, TEXAS
UA*Tri
=10' Ef EVATI
TBM 1 AUGUST 01
WN FIC
ST /ST RAILROAD SPIKE. IN � �\jv ER/DEVELOPER: SURVEYOR-'
TELEPHONE POLE
CC BCS I LP KERR SURVEY
ELEVATION: 313.36' C/O CLINT COOPER SURVEYING LC.
409 N. TEXAS AVE.
EXISTING MH 1700 RESEARCH PARKWAY BRYAN, TX 77803
#2 i C3 REQUIRE
RIM=314.45 SUITE 246 979-268-3195 E3 +11'
FL=302.14 COLLEGE STATION, TX 77845
M
_f L_= 9 0 �q,3 3
97 6p
7000 ENGINE
-S-8 S-8 FL=303.88 ER: 4.2'
+31
ii # k .1 CPU" .7 0
LNUINEERING, f.LLC.
PO BOX 11995
COLLEGE
•
Engik
SSTATIONi TV 4
X THE SEAL APPEARING ON THIS
'ileering, LU; JODOCUMENT WAS AUTHORIZED BY
SEPH P. SCHULTZ P.E., LICENSE
2730 Longmire, Suite A NO. 65889 ON AUGUST 21, 2013.
2ollege Station, Texas 77845
- ADD. SCREEN WALL & COCOND, UNITS JS 8/21/13 '979 764.39(.10 TBPE NO. 12327 ISSUED FOR CONSTRUCTION
1 REVISED PROJECT NAME& PARKING, JS 5/8/13 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
MARK REVISION BY DATE KERR JPS DLD JPS 12-210
REV. AUG. 2013
(979)764-3900
THOMAS PAI�I� LOFTS
SCALE
1024 & 1026 FOSTER AVE. -SIVERTICAL
TO PLAN LA
COLLEGE HILLS ESTATES HORIZONTAL
111=10i
LOTS 9 & 10, BLOCK 3 - COLLEGE STATION, TX SHEET I OF 2
PLOTTING SCALE:
FILE NAME: 12-210
30" x 30" TEE
0" PIPE 118 FL IN: 309.31
30" PIPE 117 FL OUT: 309.31
PIPE 117
30" PIPE 111 FL OUT: 309.35
30" RCP PIPE
1.1 LF 00.00%
PIPE 118
30" RCP PIPE
1.0 LF 00.00%
90' BEND
I
I I
90'
BEND
30" PIPE 117 FL IN: 309.31
E30"
I
I
30" PIPE 118 FL OUT: 309.31
PIPE 116 FL
OUT: 309.35
III
30" PIPE 119 FL OUT: 309.35
II
1(
I
I I
I I
PIPE 119
30 CP PIPE
RLF
I I
I I
29.9 00. 9%
I I
I
I I
I I
INLET 105
PIPE 116
TOP=313.20
L/
30" RCP PIPE
24" GRATE INLET - V-5724-1
30' x 12" TEE
rA
Tyr
D
I 52.1 LF 00.25% I I I I I 5 x5 BOX STRUCTURE 30` PIPE 122 FL IN: 309.43 �( "'�
30" PIPE 120 FL IN: 309.31 _ L/ 12" PIPE 123 FL IN: 310.37
I ' 12' PIPE 121 FL IN: 310.18 PIPE 122
30" PIPE 179 FL IN: 309.26 PIPE 120 30" PIPE 122 FL OUT: 309'62
I I I 30" PIPE 112 FL OUT.309.26 30" HOPE PIPE 30" PIPE 120 FL OUT: 309.43 " ---- - -- - -- ----
I I 30 HDPE PIPE
48.9 LF 00.25% 73.7 LF 00.25%
F--
I
� I,� IIII II
I II II II II I I I PIPE 121
INLET 104 1HDPE PIPE
TOP=312.30 17.8 00.50%
24" GRATE INLET-V-5724-1
' .5' BOX STRUCTURE �
12" PIPE
__ II 115 FL OUT: 310.11
PIPE 115 I I INLET 106 PIPE 123 S-
I 12" HDPE PIPE I I I I TOP=313.40 12" HDPE PIPE I
1.27.0 LF 00.50% I I 24" GRATE INLET - V-5724-1 134.9 .LF 00.50% D v
E- 3.5'x3.5' BOX STRUCTURE 0
12` PIPE 121 FL OUT 310.27
v:
o D .. o v �- v D �� D
30' x 12" TEE I I D p .v v
30" PIPE 116 FL IN: 309.22 I I I I v cD v '• v 0 (( ' 7 D 0
I I 12' PIPE 115 FL IN: 309.97 I I v D D _
30' PIPE 114 FL OUT: 309.22 I I I I D v - v
INLET 107 D
�
PIPE 111
I
E--
I I
�- 0
�. v
TBM 1�Q
11135.0
30' RCP PIPE
�
LF 00.25%
I
D.
.
I I
N
D•
I
I
'.
D ¢
I I
I
PIPE 112
.17
to
I I
30" HDPE PIPE
v
I
I
101.E LF 00.25%
I I
D
T III► I
D• �
p
D TOP=313.75
0 12" AREA DRAIN -
19° PIPE 19A FL OUT.- 310 54 I v ••
D
v
0
v D
• PIPE 114 D ' v av v p >
30" RCP PIPE I v ' • D
(66.9 LF 00.25% D¢II -D � -•
T
r\
-
�
II
D
IIII _
I
N I I D .
,,, 30" x 12" TEE I I FOSTER AVE. APARTMENTS v -
Q 30 PIPE 114 FL IN. 309.05 I. _ __I_ _ __ ..__ _ _ - - FF-316:-00
I 12" PIPE 113 FL IN: 309.80 27, 806 SF
, I
30" PIPE 110 FL OUT: 309.05
III { �D o.
N INLET 10312. I I I I � D
TOP=32.30
Ld Q 24" GRATE INLET - V-5724-1 k- I I v
3.5'x3.5' BOX STRUCTURE I ( ( v
I12' PIPE 113 FL OUT: 309.94 I I
'
I I I I
PIPE 11 v
y
PIPE 113 30" RCP PIPEE
116.0 I
INLET 110I
12' HOPE PIPE LF 00.25%
I
TOP=313.60
27.0 LF 00.50% I I I
1AREA DRAIN
le AREA
90' BEND
12' PIPE 105 FL OUT: 309.49
N
30" PIPE 112 FLAN: 309.01
I I
I
30" x 30" TEE 30" PIPE 109 FL :OUT: 309.01
I I
Ltj
<
30" PIPE 108 FL IN: 309.01 I I
30" PIPE 110 FL IN: 309.01
30" PIPE 107 FL OUT: 309.01
N
I
�
-
IPIPE 107 30" HDPE PIPE PIPE 109 y //
2.8 LF 00.25% ® 30" HDPE PIPE
1.1 LF 00.00% /
45' BEND /
� 12" PIPE 105 FL IN: 309.38
30" x 30" TEE 112" PIPE 104 FL OUT: 309.37
102 30" PIPE 109 FL IN: 309.01 INLET 109
N I TOP INLET
12.95 i105
24' GRATE INLET - V-5724-1 I I 30" PIPE 10 FL IN:. 309. TOP=3DRAIN PIPE DP
5'x5' BOX STRUCTURE 30" PIPE 108 FL OUT: 309.01 INLET 108 12' AREA DRAIN 12' HOPE PIPE
30" PIPE 107 FL IN: 309.00 TOP=311.80 12" PIPE 104 FL IN: 309.20 22.6 LF 00.50%
L I 12" PIPE 106 FL OUT: 308.86 I I 12` AREA DRAIN 12' PIPE 103 FL OUT: 309.20
PIPE 108 12' PIPE 103 FL IN: 308.91 I { (� ({� { { { { { { {� ( { { { { { { { { { v
31 HDPE PIPE 12" PIPE 102 FL OUT: 308.91 �_ { { { i { I ( i { { lit= (({ {
I PIPE 10s I I 1.1 LF 00.00% { { { { I {
12" HDPE PIPE
I 17.2 LF 00.50%
PIPE 102 cfl PIPE 103
N (29.9 L12" HDPE PIPE 12" HDPE PIPE i �� ' /� • v D
F 00.50% 58.5 LF 00.50% 51
WIC D
PIPE 104 D
12' HOPE PIPE
v
INLET 101 E- o `
34.9LF 00.50%
TOP=312.90
y Iv/ POND OUTLET STRUCTURE
U) 12" PIPE 106 FL IN: 308.76
12" PIPE 102 FL IN: 308.76 PIPE 101
10` PIPE 101 FL OUT: 308.61
w N 10" HDPE PIPE W- 8
Q 9.3 LF 00.68% J_W-8 _- -- W-8
----��-W-8----W-8 D.
_----W-8' ____------W-8
--W-B D -ts-rJ
W-8 '� .4-----W-8 y---'W S'
W-8-=----'-- W-B �----- -W.-8. _- - vST - ST v 5T -- STv- ST -�'ST go °
W-8 --�7 ST ST S ST - ST --:> ST -o T - ST ' o. ST --• Sb'-' ST o 5T- ST' v- Sl --. ST v �p18� 2�11RI�- D
ST - ST ST - ST - ST S�v v o _� ---Ts
FRANCIS DR.
60' ROW
Structure - (19) 37' B-B ASPHALT PAVEMENT
JUNCTION BOX
U) 10' PIPE 101 FL IN: 308.54
30" EXISTING PIPE FL IN: 306.83 O 5 O O
30" EXISTING PIPE FL OUT 306.83
SCALE IN FEET
0
#t%it;�hU'I'ntz-�Enqineering,.L,LC.
2730 Lgngmire, Suite A
College Station, Texas 77845
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR JPS RCF JPS 12-210 AUGUST 2012
C
o
. v
D
D
v
V
FOSTER AVENUE APARTMENTS
1024 & 1026 FOSTER AVE.
COLLEGE HILLS ESTATES
LOTS 9 & 10, BLOCK 3 -COLLEGE STATION, TX
SQUARE
28-DAY CONCRETE
STRENGTH 3000 psi PLAN
O.D. + 6" MIN.
#4 BARS 12" O.C.E.W 6" TOP &
SIDE WALLS BOTTOM SLAB
NOTE: ALL PIPING AND FITTINGS
TO BE IN ACCORDANCE
WITH PLUMBING CODE
PROPOSED
ROOF
DOWNSPOUT
`4' PIPE
\ LENGTH VARIES
` 4" 45' BEND
4' PIPE
LENGTH VARIES
W PIPE - 6' WYE %- 6' PIPE
ROOF DOWNSPOUT
CONNECTION DETAIL
N.T.S.
NON-
STRUCTURAL STRUCTURAL PAVEMENT
BACKFILL BACKFILL STRUCTURE
CLEAN, EXCAVATED MATERIAL PER PAVING
°
BACKFILLED AND COMPACTED PLAN
ACCORDINGTO_
GEO-TECHNICAL REPORT
3' MIN. EACH SIDE
-►
f 6` SIDE WALLS
#4 BARS 6" O.C.E.W.
TOP & BOTTOM SLAB
COMPACTED CEMENT STA81-
SECTION A -A
LIZED SAND, 1X SACK/CY,
000L0
PUGMILL ONLY. SPADE BY
JUNCTION BOX DETAIL
12" MIN
0 0 0
00000
0 0 o
00000°
LIFTS INTO PLACE, TO FILL
ALL VOIDS AROUND PIPE.
000
°00
MANUALLY CONSOLIDATE AT
N.T.S.
00°0
o
0
OPTIMUM MOISTURE.
PIPE O.D.
8
c o'o0
°°0 °00
00
0°0 00
COMPACTED CEMENT STABI-
(6` MIN)
PIPE
LIZED SAND, 1X SACK/CY
PUGMILL ONLY. SPADE BY
❑❑❑❑❑❑
O.D.
LIFTS INTO PLACE, TO FILL
ALL VOIDS AROUND PIPE.
❑❑❑❑❑❑
THE TRENCH BOTTOM SHALL BE
MANUALLY CONSOLIDATE AT
❑❑❑❑❑❑
GRADED SO AS TO PROVIDE UNIFORM
\��\CELL• 12" MIN,
OPTIMUM MOISTURE
AND CONTINUOUS SUPPORT FOR THE
❑❑❑❑❑❑
❑❑❑❑❑❑
PIPE BARREL BETWEEN BELL HOLES
O.D. + 6"
BEDDING AND TRENCH BACKFILL
MIN. 2 -6 SQUARE 28-DAY CONCRETE DETAIL FOR HDPE & RCP STORM PIPE
PLAN STRENGTH = 3000 psi
#4 BARS 12" O.C.E.W. O.D. + 6" MIN.
SIDE WALLS - 6" TOP &
r- BOTTOM SLAB
N.T.S.
#4 BARS 6" 0 C.E.W 6" SIDE WALLS
TOP & BOTTOM SLAB _ 8" ORIFICE
SECTIONA A
I ( /
SINGLE GRATE INLET ELEv. 308.s1
6' SECTION B-B
LEGEND
- -�-
EXISTING CONTOUR
PROPOSED CONTOUR
BOUNDARY
-�
FLOW DIRECTION
oof
FIRE HYDRANT
•0-
GATE VALVES
0
SANITARY SEWER MANHOLE
S-6
PROPOSED SANITARY SEWER LINE
W-6
PROPOSED WATER LINE
ST ST
PROPOSED STORM SEWER LINE
CONSTRUCTION EXIT,
-
SILT FENCE
Q�pp�
INLET PROTECTION
WHEEL STOP
DECORATIVE FENCE
(PER ARCHITECTURAL DETAILS)
.AE
OVERHEAD ELECTRIC LINE
SECTION A A
FLOW CONTROL OPENING DETAIL - INLET 101
N.T.S.
D INAGE PL
RACK
RS 0 6"
V.
PLAN VIEW
NOTES:
1. ALL TOPSOIL SHALL BE SALVAGED AND
STOCKIPILED FOR REUSE.
2. BACKFILL ALL PROPOSED PARKING LOT
ISLANDS WITH FULL DEPTH TOPSOIL
3. ALL STORM -SEWER PIPE. EXCEPT AS
NOTED, MALL BE HDPE. SDR-35. ASTM
D-3034 PVC: PIPE MAY BE USED IN
PLACE OF HDPE PIPE HDPE PIPE SHALL
MEET AASHTO M294. TYPE S WITH
'WATERTIGHT SEAL HOWEVER. THE -
PROPOSED STORM SEWER IS PRIVATE
AND SHALL BE INSTALLED IN
ACCORDANCE WITH 1HE LOCAL PLUMBING
CODE IRIS INCLUDES THE PIPE
MATERIAL AND FITTINGS. THE
CONTRACTOR SHALL VERIFY WITH THE
LOCAL BUILDING OFFICIALS THE TYPE OF
MATERIALS REQUIRED BY THE CITY OF
COLLEGE STATION PRIOR Tit
CONSTRUCTION OF THE STORM SEWER.
4. AREA INLETS MAY BE CAST IN PLACE OR
PRECAST CONCRETE.. ALL' CONCRETE.
FDIC DRAINAGE CONSTRUCTION SHALL
HAVE A .MINIMUM 28-DAY COMPRESSIVE
STRENGTN OF 3000 PSI.
5. STRUCTURAL BACKFILL AREAS ARE
DEFINED AS ANY TRENCH SECTION UNDER
OR WITHIN 3' OF PAVEMENT.
6. JUNC710N BOX STCM2M SEWER COVERS
ARE PRIVATE AND SHALL USE NOT `CITY
OF COLLEGE STATION* LOGO ON COVERS.
SCALE
VERTICAL 1 "=4'
HORIZONTAL 1 "=10'
PLOTTING SCALE: 1:1
FILE NAME: 12-210
EXHIBIT
C
L11111IM111 II I IIIH I IILIJ_LIIIIIII II
T h o m a s P a r k
6 Wall Mounted Signage
5 Monument Signage
Yvle: V6*I'Q
Thom-C
Park
�1
4 Wall Hung Signage
s[are.- ve+ro
3 North Signage Elevation
2 West Signage Elevation
xam: v/1%11'
H I,QwTL L
F R A N K
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Legal OeaM
LOTS 9. E+o, BLOcrc]
COLLEGE HLLS ESTATES
'cural M PAGE He
C.VNtt. T
OLLEGE1 U.
P P/SOSEAS
Total cle M-
u] —'
M14gl l
Jesse Durtlen
P.I.-uoa
19]'9.cD+��T onu
25
CC
CC BCS 1 LP
do Clint Cooper
+ IOOfleSearcM1PaMay
Sule2J0
Cnik9e slalbn, i%]1895
19)912E0.iW9
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Hill& Frank, Inc.
+ero sL s�iaw.swuzos
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Sc EgzE
Schultz Engineering
2739LmeM:e ome
emege slallo�. Tx Haas
(9191)G99'�
Sun p
Kerr Surveying, LLC
403 N. TeraSRvew
pr,p %'.
(e181zb8JIB5
P'�j�Proct:
June 6, 2014
1 East Signage Elevation
S'.ale: I/b,ld
2 cvyglo,l 2m2 Hil h Emmx. a. Sheet O{
other tlocumenls v/e'-1 by I1e Archrlecl /ar 1F1 Project yr 'nslrvmenls of the Archilxl2 —A- 11 m vin re .—I us sole/y x;" respect lv this Pmjecl, -1 I1e s Ar[M1ife[f l:vll the Th vulho/ o/ ese Oo[uments ono shall '0— v
s -1 olner Oocumenls /o/ in/ormo. ono /e/erevice in [onneclion vilh llle Owver's use -10 [uponcy v/e+ne p/oje[l. /ne Architect's O/owings. Scecrlicol/ans or other Oo—Wu moll not De usev Oy fne Owner m others roproje[fsv
rtl vlhe[ [esenM /fights, including the [opyri ghl. the Owner shall Oe permillee Iv reloln copies. /n[lutl/ng repro EvciDle copies, o/ 1.
to this Wojecl or /or [omPlelrvn o/ V:is Pivjecf OY olners, except pY ogreemenl in w lin9 ono wrM aPP/^Vnate cam4ensvfron !v Me Frchife['1
t L 1 1 1 1 1 1 1 I_ 1 1 1 1 L I H 111LI l l ,L L t I L
T h o m a s P a r k
6 Wall Mounted Signage
.male,
Monuement Signage
Thom-C
Park
O
fr.
{.
S
4 Wallt Hung Signage
3 Alt. North Signage Elevation
Ysle, lb'=I'O'
K nR A N L K
A C HI T E C T S
co
b O r
ti
J > N
1 ¢ x
L N
(� N F
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N
O �
N
N
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2 Alt. West Signage Elevation
galD tW M
To jr. 9LCC
COLLEGE N ILLS ESao.a
o.L..e 1. PAGE610
OLLEGESTATION,
9RPZOS.O ol. T..
Toot ce. Pre a:
1J o..
All. East Signage Elevation
Yale: r ....roP
rmY rot
Jesse Durden
P O. a- I.o
1 seg.fto bn. T%2T&2
Om r:
CC BCS 1 LP
do
Go Clint Cooper
. tnoearNPariwry
oec.
pn>o ta0on.M r]NS
19T9)2fi0.1LW
Ar[MM
Hill& Frank, Inc.
1eo9 f1l.—Face.sum.
p1J)eiT- 12.
f. ereune
Schultz Engineering
2To Lapm9e coo
Ccroo., . To,.,
rern'..
Project:
Date.' June 6, 2014
Pm9nt 2912 xm . rrnn.. IJr, Sheet of
me Oro any:, Speoifrcouor, roof rote, nocomenl, prepono q the arnimn for mh wojen ce m:nomenla o/ the Arcnned::e a for es coleiy m1h ,peel to m¢ nn Pmjecl, a marne necl Act ee memm mc
e oloc, or mete o mmis nn n
s-I.. on co Ine. alnmtory one offer re rvee r"" mcmemq Inc aopyngnL me 0— or PoPedlee m re topic:, mnuamq reyroeoomm coe/ec,, o/ co
',ro lecl's erreinys, Speti/nations ." of,- oeco--. tar inlormolirn rrd reference in re —turn rim the Oene,s tee end oaoncy upof re
the project. fee Act rchites footings, Seocieito ccoons or older 1—orenls stool/not not be used Vure Owner oromere eo other projects, for rtl0ioom to offs Project or for comelclion o/ mis Project by others, ercepl by rgreemenl in ,r ung ono am opprrpriote compensation to the A,chilecl.
W
W
ry
U)
U
50
Z
ry (.0
LL `i
FOSTER AVENUE
( 601 ROW )
Site/Ground Signage Plan
NORTH
H [p�L L
F R (A N K
A RCHIlE CiS
0
00
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X
L
N ~
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N CO
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COLLEGE
LiTfd ..b1. ebGtioJlb
robr.. B RFZDB CWNN, iEYAS
teal sW N w
n Abod,
Abdoe.l
Jesse Curden
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