HomeMy WebLinkAboutDrawingsVICINITY MAP
O
OC- TION
WA
CAS's OCK A�
ZLIA. D. F1TCH PARKWAY
STATE H1G1iW AY 40 _WL
0�
N
NOT TO SCALE
OWNER/DEVELOPER:
CASTLE ROCK HOMEOWNERS
ASSOCIATION, INC.
P.O. BOX 9748
COLLEGE STATION, TX 77845
SPLAS11 PAD ADDITION
"s
COMMON AREA (AMENITY CENTER)
COLLEGE STATION, TEXAS -
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
DEVEN L. DOYEN, P.E.,
LICENSE NO. 109835
MAY 6, 2015.
ISSUED FOR REVIEW
DEVEN L. DOYEN
..........a
,•ie 109835 i �
FIRM # 12327
SCHULTZ ENGINEERING, LLC
SCHEDULE OF SHEETS
SHEET TITLE
Cl SITE & EROSION CONTROL PI
C2 LANDSCAPE & GRADING PLAN
0
70' ROW - 38' B-8 PAVEMENT WIDTH
07
y
y
i
LIMITS OF
DISTURBANCE
%L5THE SEAL APPEARING ON THIS
p r■ DOCUMENT WAS AUTHORIZED BY
E 1 n 1 I I� �i 1 I nDEVEN L. DOYEN, P.E.,
g, LLL;LICENSE NO. 109835
2730 Longmire, Suite A MAY 6, 2015.
College Station, Texas 77845 ISSUED FOR REVIEW
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR DLD DLD JPS 15-384 1 MAY 2015
'##fjj;�V_ OF f "
.*.................... *.
�DEVEN L DOYEN
'. 109835 .
FIRM # 1232101`9'
SCHULTZ ENGINEERING, LLC
20 10 0 20
SCALE IN FEET
2"X4' WIRE MESH (OPTIONAL)
FASTENED TO T -POST OR
WOODEN STAKE
METAL T -POST OR WOODEN
STAKE AS REQUIRED TO MAINTAIN.
SPACED 6' APART
NATURAL
4"X4' MIN.
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T -POST OR WOODEN STAKE
WITH OPTIONAL WIRE MESH
8' OF FILTER FABRIC TO
EXTEND INTO A TRENCH
AND BE ANCHORED WITH
COMPACTED BACKFILL
DIREF FLOW
4. T I -ALLOW 2.5' TO 5' AT TOE
OF SLOPE FOR SEDIMENT
20' TO ACCUMULATE. ALIGN
I FENCE ALONG SLOPE
i CONTOURS.
STILT FENCE ASSEMBLY DETAIL
N.T.S.
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF-BRYAN/COLLEGE
STATION STANDARD SPECIFICATIONS AND DETAILS FOR (WATER, SEWER, STREETS, DRAINAGE). ALL
CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE.
2. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM
BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS
OBTAINED FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE.
SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF
CONSTRUCTION IS REQUIRED.
DIG TESS: (800) 344-8377
ATMOS ENERGY- (979) 774-2506
SUDDEN LINK COMMUNICATIONS: (979) 595-2429
VERIZON: (979) 821-4770
4. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR
TRENCH SAFETY REQUIREMENTS.
5. BUILDING SETBACK SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED
DEVELOPMENT ORDNANCE.
6. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO.
7. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR
ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT
WITHIN 150' OF THE SUBJECT PROPERTY, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH
SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN
A UNIFIED APPEARANCE.
8. 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
INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY.
9. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOES GENERAL PERMIT NO. TXR 150000
REQUIREMENTS FOR CONSTRUCTION SITES.
10. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS
COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS.
11. EXTERIOR BUILDING AND SITE LIGHTING SHALL 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. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE
TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY.
12. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN AND DRAINAGE
REPORT.
13. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE &
IRRIGATION PLANS. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO
CERTIFICATE OF OCCUPANT.
14. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED.
15. ALL PAVEMENT SHALL BE PER TYPICAL PAVEMENT SECTION. REFER TO PAVEMENT PLAN FOR
PAVEMENT DEPTHS.
16. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A
PERENNIAL GRASS 1S REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE
PARKING LOT SETBACK, RIGHT-OF-WAYS, AND ADJACENT PROPERTY DISTURBED DURING
CONSTRUCTION
17. DETENTION AND DRAINAGE FACILITIES SHALL BE CONSTRUCTED FIRST.
18. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THESE
PLANS, DRAWINGS AND SPECIFICATIONS.
19. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ALL STATE AND FEDERAL
REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD POWER LINES.
20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR
SERVICE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE
EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL
REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND
CONSTRUCTION OR BETTER. THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN
EXPENSE.
21.A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE KEPT ON SITE AT ALL TIMES
THROUGHOUT THE ENTIRE CONSTRUCTION OF THE PROJECT. CONTRACTOR SHALL MAINTAIN A SET
OF REDLINE DRAWINGS, RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION.
22. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED
PERMIT'S AND INSPECTION APPROVALS FOR ALL WORK SHOWN.
23. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE
RETURNED TO THEIR EXISTING CONDITION OR BETTER.
24. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET OR
DRIVEWAY.
25. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY
DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO
EXISTING CONDITIONS OR BETTER.
26. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN
ACCORDANCE WITH THE STANDARDS OF THE APPLICABLE REGULATORY AGENCY.
27. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING
CONSTRUCTION.
28. THE CONTRACTOR MUST PROVIDE CONSTRUCTION STAKING FROM THE INFORMATION PROVIDED ON
THE PLANS AND DRAWINGS.
29. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THESE PLANS FOR CONSTRUCTION
PURPOSES. THE ELECTRONIC FILE AND INFORMATION GENERATED, BY SCHULTZ "ENGINEERING, LLC
(SE), FOR THIS PROJECT IS CONSIDERED BY SE TO BE CONFIDENTIAL. WHEN ISSUED, ITS USE IS
INTENDED SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. PERMISSION 1S
NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR
FASHION. THE RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS" WITHOUT ANY
WARRANTY AS TO IT PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS
GENERATED THROUGHOUT ITS USE. THE RECIPIENT ALSO UNDERSTANDS AND AGREES THAT SE,
UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION.
THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY
FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE.
EROSION CONTROL NOTES:
1. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000
REQUIREMENTS FOR CONSTRUCTION SITES.
2. EROSION CONTROL MEASURES SHOWN IN THESE PLANS SHALL BE CONSIDERED THE VERY MINIMUM
REQUIRED. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER
EROSION CONTROL MEASURES (DIVERSION BERMS, DRAINAGE STRUCTURES, SWALES, ADDITIONAL
FENCING, ETC...) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND DEVELOPMENTS FROM
DAMAGE OF ANY KIND, DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION.
3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA
HAS BEEN DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN SEDIMENT
LEVEL REACHES 25% CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR
HAULING AWAY IF NOT SUITABLE FOR FILL
4. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION
WORK.
5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO
MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT STIE. THIS INCLUDES THE
INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT
CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL
EVENT 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.
7. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED.
8. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE
PROJECT SITE.
9. CONSTRUCTION EXIT IS TO BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND MAINTAINED SO
AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS.
10. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY
CONSTRUCTION SHALL BE ADEQUATELY HYDROMULCHED OR BLOCK SODDED, AND WATERED UNTIL
GROWTH IS ESTABLISHED. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL
ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN
REMOVED BY CONTRACTOR.
CASTLE ROCK AMENITY CENTER
SPLASH PAD ADDITION
CASTLE ROCK SUBDIVISION - PH 2B
COMMON AREA (AMMENITY CENTER) - COLLEGE
STATION, TX
BENCHMARK INFORMATION
TBM 1 N: 10189358.1277
E: 3574609.9387
ELEV : 281.87'
(BACK OF CURB)
�_---.JTE & EROSIO
CONTROL PLA
SITE SPECIFIC NOTES*
1. THE OWNER OF THE PROPERTY IS CASTLE ROCK HOMEOWNERS ASSOCIATION. INC. THE SUBJECT
PROPERTY IS CASTLE ROCK SUBDIVISION, PHASE 28. PROPERTY IS ZONED PDD (PLANNED
DEVELOPMENT DISTRICT).
2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 0.103 ACRES (4501 SF).
3. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA
FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS.
COMMUNITY NO. 480083, PANEL NO. 0325E, MAP NO. 48041CO325E, EFFECTIVE DATE: MAY 16,
2012.
4. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA.
S. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION U71LMES SPECIFICATIONS AND
PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR THIS PROJECT.
ELECTRIC PROJECT COORDINATOR
CITY OF COLLEGE STATION UTILITIES
979-764-8314
6. THE SPLASH PAD SHALL BE A CLOSED PUMP AND FILTER SYSTEM WITH AN ISOLATION VALVE THAT
CAN BE OPENED TO DISCHARGE WATER FROM THE CLOSED SYSTEM INTO THE SANITARY SEWER
SERVICE UNE. THE ISOLATION VALVE SHALL REMAIN CLOSED TO PREVENT STORM WATER FROM
ENTERING THE SANITARY SEWER SYSTEM. THE SPLASH PAD PUMP AND FILTER SYSTEM SHALL BE
IN ACCORDANCE WITH THE 2012 IPC, WHERE INDIRECT WASTE WITH AN AIR GAP IS REQUIRED FOR
SWIMMING POOLS, BACKWASH FILTERS SYSTEMS, POOL DECKS, AND SIMILAR APPLICATIONS, LIKE
THE SPLASH PAD. SECTION 802.2.1 OF THE 2012 IPC STATES: "THE 'AIR GAP' BETWEEN
INDIRECT WASTE PIPE AND THE FLOOD LEVEL RIM OF THE WASTE RECEPTOR SHALL BE NOT LESS
THAN TWICE THE EFFECTIVE OPENING OF THE INDIRECT WASTE PIPE'. THE WASTE RECEPTOR
(SANITARY SEWER SERVICE INLET) SHALL BE TRAPPED AND PROTECTED FROM RAINFALL
VICINITY MAP
PROJECT -\
LOCATION
STATE HIGHWAY 40 -WILLIAM D. FITC14 PARKWAZ'
102
NOT TO LE
STLE ROCK AMENITY CENTS
601 V WA3, 10 rj 2, S DI DI I
TOTAL AREA = 0.654 ACRES
CASTLE ROCK SUBDIVION - PHASE 2B
COMMON AREA (AMMENITY CENTER)
9117/118
Mmlm 1 8TEVE48M SURVEY, A-54
COLI.EQE STATION, BRAZOS COUNTY, TEXAS
SCALE: 1 "=20' MAY 2015
OWNER/DEVELOPER:
CASTLE ROCK HOMEOWNERS
ASSOCIATION, INC.
P.Q. BOX 9748
COLLEGE STATION, TX 77845
SURVEYOR:
BRAD KERR, RPLS NO. 4502
KERR SURVEYING, LLC
409 N. TEXAS AVENUE
BRYAN, TX 77803
(979) 268-3195
ENGINEER:
SCHULTZ ENGINEERING, LLC.
PO BOX 11995
COLLEGE STATION, TX 77842
(979)764-3900
SCALE
VERTICAL N/A
HORIZONTAL V=20'
PLOTTING SCALE: 1:1
FILE NAME: 15-384
SHEET
Curve Table
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C11
80.84'
480.00'
009'38'59"
40.52'
80.75'
S66'45'04'E
C12
28.39'
25.00'
065'04'31"
15.95'
26.89'
S82 49'45'W
C13
246.32'
465.00'
030'21'05"
126.13'
243.45'
N79'48'33"W
VICINITY MAP
PROJECT -\
LOCATION
STATE HIGHWAY 40 -WILLIAM D. FITC14 PARKWAZ'
102
NOT TO LE
STLE ROCK AMENITY CENTS
601 V WA3, 10 rj 2, S DI DI I
TOTAL AREA = 0.654 ACRES
CASTLE ROCK SUBDIVION - PHASE 2B
COMMON AREA (AMMENITY CENTER)
9117/118
Mmlm 1 8TEVE48M SURVEY, A-54
COLI.EQE STATION, BRAZOS COUNTY, TEXAS
SCALE: 1 "=20' MAY 2015
OWNER/DEVELOPER:
CASTLE ROCK HOMEOWNERS
ASSOCIATION, INC.
P.Q. BOX 9748
COLLEGE STATION, TX 77845
SURVEYOR:
BRAD KERR, RPLS NO. 4502
KERR SURVEYING, LLC
409 N. TEXAS AVENUE
BRYAN, TX 77803
(979) 268-3195
ENGINEER:
SCHULTZ ENGINEERING, LLC.
PO BOX 11995
COLLEGE STATION, TX 77842
(979)764-3900
SCALE
VERTICAL N/A
HORIZONTAL V=20'
PLOTTING SCALE: 1:1
FILE NAME: 15-384
SHEET
\ LV 1 �•F7
�W-8
0.162 ACRES
PARKLAND
9117/118
PARK AREA
4.363 ACRES
PER PH 1A
8214/234
W-8
I
rn
I
rn
tn
UE UE
CASTLE ROCK PARKWAY
70' ROW - 38' B -B PAVEMENT WIDTH
- U� e
UE
T
i ::III MINE III Ill
\ Q\f
LO
20 10 0 20
SCALE IN FEET
LOT 52
\ LOT 53
1 1
EXISTING CANOPY TREE
TO BE REMOVED
PROPOSED
CANOPY TREE
3.5" CALIPER MINIMUM
LANDSCAPE PLAN
LANDSCAPE LEGEND
EXISTING CANOPY TREE
(BURR OAK)
PROPOSED CANOPY TREE
0 (LIVE OAK) 3.5" CALIPER
MIN.
0 EXISTING SHRUB
(SEA GREEN JUNIPER)
Q PROPOSED SHRUB
(SEA GREEN JUNIPER)
PROPOSED SHRUBS �1
W-8
PROPOSED
CANOPY TREE
3.5" CALIPER MINIMUM
w
E
THE SEAL APPEARING ON THIS
---~ DOCUMENT WAS AUTHORIZED BY
%OO'ChaunitzEngin
Q Q r i n g' OEEN L. DOYEN,
VV VV 1 LLu LICENSE NO. 10983535
2730 Longmire, Suite A MAY 6, 2015.
College Station, Texas 77845 ISSUED FOR REVIEW
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR DLD DLD JPS 15-384 MAY 2015
'* 1 • ••�
DEVEN.L DOYEN
��s 109835 =
R.', Lmlo
FIRM # 12327
SCHULTZ ENGINEERING, LLC
no
GRADING PLAN
CASTLE ROCK AMENITY CENTER
SPLASH PAD ADDITION
CASTLE ROCK SUBDIVISION - PH 2B
COMMON AREA (AMMENITY CENTER) - COLLEGE
STATION, TX
LANDSCAPE &
GRADING PLA_�
GRADING NOTES!
1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN THE STREET
RIGHT-OF-WAY SHALL BE COMPACTED TO AT LEAST 989 OF THE MAXIMUM DRY DENSITY AS
DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM 0698). AT A MOISTURE CONTENT FROM
OPTIMUM MOISTURE CONTENT TO 49 ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE
OF THE STREET RIGHT-OF-WAY OR PAVEMENT AREAS SHALL BE COMPACTED TO 959 OF THE
MAXIMUM DRY DENSITY.
2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE 6' STABILIZED SUBGRADE OR
SELECT FILL.
3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V -12H.
4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA.
5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE
TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK.
6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR
ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO
MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES
SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR
CONSTRUCTION OF THE SITE WORK.
7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS.
ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL
RECEIVE 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH.
8. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE
PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO ROUTE
STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA.
9. THE SELECT FILL FOR THE BUILDING FOUNDATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE GEOTECHNICAL REPORT.
10. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY
COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY "PLUG' SHOULD
BE PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM
GAINING ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE. THE PLUG
SHALL EXTEND TWO FEET BEYOND THE PIPE FACE IN ALL DIRECTIONS, AND A MINIMUM OF TWO
FEET THICK.
11. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT,
FOUNDATIONS, ETC.
12. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN, SO THAT NO PONDING OCCURS.
13. FINISH GRADE ADJACENT TO CURBING OR SIDEWALK SHALL BE H" BELOW THE TOP OF
CONCRETE AND 2" BELOW IN LANDSCAPING AREAS.
14. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY
DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO
EXISTING CONDITIONS OR BETTER.
15. THE APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM
THE AFFECTED PROPERTY OWNER(S). ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED
DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER.
16. THE DETENTION FACILITIES MUST BE CONSTRUCTED FIRST.
17. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ENGINEER'S PLANS FOR SPECIFICATIONS.
PROCEDURES, AND REQUIREMENTS FOR THE BUILDING PAD.
18. EXISTING TREES, STUMPS, AND LARGE TREE SYSTEMS, SHALL BE GRUBBED AND REMOVED.
VEGETATION SHALL BE REMOVED AND THE TOP 6-24 INCHES OF TOP SOIL AND SUB -GRADE BE
STRIPPED FROM THE AREAS TO BE COVERED BY THE PROPOSED IMPROVEMENTS.
19. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SHALL HAVE BENCHES EXCAVATED INTO THE
SIDE WALLS OF THE CHANNEL PRIOR TO PLACEMENT OF FILL. BENCHES SHOULD BE AT LEAST
6 FEET IN WIDTH WITH ONE BENCH BEING PLACED VERTICALLY FOR EVERY 2 FEET OF CHANNEL
DEPTH.
20. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6-24 INCHES OF TOP SOIL, MAY USED AS
A FILL MATERIAL, UNDER PAVEMENT AREAS ONLY, IF THE MATERIAL IS FREE FROM TRASH,
LUMPS, CLODS, ORGANIC SUBSTANCE, & OTHER FOREIGN MATTER AND SUBGRADE PREPARATION
FILL MATERIAL PLACEMENT UNDER BUILDINGS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL
REPORT.
21. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS,
WITH EACH LIFT WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF 09 TO +49 OF THE
OPTIMUM MOISTURE CONTENT AND COMPACTED TO A UNIFORM DENSITY OF 989 '(FOR STABILIZED)
AND 959 (FOR GENERAL FILL) OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698.
TP - TOP OF PAVEMENT
TC - TOP OF CURB
TW - TOP OF WALK
TB - TOP OF BERM
TG - TOP OF GROUND
TRW - TOP OF RETAINING WALL
LEGEND
280__.
PROPOSED CONTOUR
— — 280 —
— EXISTING CONTOUR
PROPERTY BOUNDARY
ADJACENT PROPERTY BOUNDARY
III
N
— —
LOT LINE
\
—PROPERTY SETBACK
—
— PROPOSED PUBLIC UTILITY EASEMENT
—
— EXISTING PUBLIC UTILITY EASEMENT
PROPOSED PUBLIC ACCESS EASEMENT
EXISTING PUBLIC ACCESS EASEMENT
PROPOSED LANDSCAPING
20 10 0 20
SCALE IN FEET
LOT 52
\ LOT 53
1 1
EXISTING CANOPY TREE
TO BE REMOVED
PROPOSED
CANOPY TREE
3.5" CALIPER MINIMUM
LANDSCAPE PLAN
LANDSCAPE LEGEND
EXISTING CANOPY TREE
(BURR OAK)
PROPOSED CANOPY TREE
0 (LIVE OAK) 3.5" CALIPER
MIN.
0 EXISTING SHRUB
(SEA GREEN JUNIPER)
Q PROPOSED SHRUB
(SEA GREEN JUNIPER)
PROPOSED SHRUBS �1
W-8
PROPOSED
CANOPY TREE
3.5" CALIPER MINIMUM
w
E
THE SEAL APPEARING ON THIS
---~ DOCUMENT WAS AUTHORIZED BY
%OO'ChaunitzEngin
Q Q r i n g' OEEN L. DOYEN,
VV VV 1 LLu LICENSE NO. 10983535
2730 Longmire, Suite A MAY 6, 2015.
College Station, Texas 77845 ISSUED FOR REVIEW
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR DLD DLD JPS 15-384 MAY 2015
'* 1 • ••�
DEVEN.L DOYEN
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FIRM # 12327
SCHULTZ ENGINEERING, LLC
no
GRADING PLAN
CASTLE ROCK AMENITY CENTER
SPLASH PAD ADDITION
CASTLE ROCK SUBDIVISION - PH 2B
COMMON AREA (AMMENITY CENTER) - COLLEGE
STATION, TX
LANDSCAPE &
GRADING PLA_�
GRADING NOTES!
1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN THE STREET
RIGHT-OF-WAY SHALL BE COMPACTED TO AT LEAST 989 OF THE MAXIMUM DRY DENSITY AS
DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM 0698). AT A MOISTURE CONTENT FROM
OPTIMUM MOISTURE CONTENT TO 49 ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE
OF THE STREET RIGHT-OF-WAY OR PAVEMENT AREAS SHALL BE COMPACTED TO 959 OF THE
MAXIMUM DRY DENSITY.
2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE 6' STABILIZED SUBGRADE OR
SELECT FILL.
3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V -12H.
4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA.
5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE
TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK.
6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR
ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO
MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES
SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR
CONSTRUCTION OF THE SITE WORK.
7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS.
ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL
RECEIVE 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH.
8. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE
PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO ROUTE
STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA.
9. THE SELECT FILL FOR THE BUILDING FOUNDATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE GEOTECHNICAL REPORT.
10. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY
COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY "PLUG' SHOULD
BE PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM
GAINING ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE. THE PLUG
SHALL EXTEND TWO FEET BEYOND THE PIPE FACE IN ALL DIRECTIONS, AND A MINIMUM OF TWO
FEET THICK.
11. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT,
FOUNDATIONS, ETC.
12. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN, SO THAT NO PONDING OCCURS.
13. FINISH GRADE ADJACENT TO CURBING OR SIDEWALK SHALL BE H" BELOW THE TOP OF
CONCRETE AND 2" BELOW IN LANDSCAPING AREAS.
14. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY
DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO
EXISTING CONDITIONS OR BETTER.
15. THE APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM
THE AFFECTED PROPERTY OWNER(S). ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED
DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER.
16. THE DETENTION FACILITIES MUST BE CONSTRUCTED FIRST.
17. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ENGINEER'S PLANS FOR SPECIFICATIONS.
PROCEDURES, AND REQUIREMENTS FOR THE BUILDING PAD.
18. EXISTING TREES, STUMPS, AND LARGE TREE SYSTEMS, SHALL BE GRUBBED AND REMOVED.
VEGETATION SHALL BE REMOVED AND THE TOP 6-24 INCHES OF TOP SOIL AND SUB -GRADE BE
STRIPPED FROM THE AREAS TO BE COVERED BY THE PROPOSED IMPROVEMENTS.
19. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SHALL HAVE BENCHES EXCAVATED INTO THE
SIDE WALLS OF THE CHANNEL PRIOR TO PLACEMENT OF FILL. BENCHES SHOULD BE AT LEAST
6 FEET IN WIDTH WITH ONE BENCH BEING PLACED VERTICALLY FOR EVERY 2 FEET OF CHANNEL
DEPTH.
20. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6-24 INCHES OF TOP SOIL, MAY USED AS
A FILL MATERIAL, UNDER PAVEMENT AREAS ONLY, IF THE MATERIAL IS FREE FROM TRASH,
LUMPS, CLODS, ORGANIC SUBSTANCE, & OTHER FOREIGN MATTER AND SUBGRADE PREPARATION
FILL MATERIAL PLACEMENT UNDER BUILDINGS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL
REPORT.
21. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS,
WITH EACH LIFT WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF 09 TO +49 OF THE
OPTIMUM MOISTURE CONTENT AND COMPACTED TO A UNIFORM DENSITY OF 989 '(FOR STABILIZED)
AND 959 (FOR GENERAL FILL) OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698.
TP - TOP OF PAVEMENT
TC - TOP OF CURB
TW - TOP OF WALK
TB - TOP OF BERM
TG - TOP OF GROUND
TRW - TOP OF RETAINING WALL
LEGEND
280__.
PROPOSED CONTOUR
— — 280 —
— EXISTING CONTOUR
PROPERTY BOUNDARY
ADJACENT PROPERTY BOUNDARY
III
RIGHT OF WAY
— —
LOT LINE
—
—PROPERTY SETBACK
—
— PROPOSED PUBLIC UTILITY EASEMENT
—
— EXISTING PUBLIC UTILITY EASEMENT
PROPOSED PUBLIC ACCESS EASEMENT
EXISTING PUBLIC ACCESS EASEMENT
PROPOSED LANDSCAPING
EXISTING LANDSCAPING
LIMITS OF DISTURBANCE
PROPOSED CURB AND GUTTER
EXISTING CURB AND GUTTER
—i
FLOW ARROWS
W-8
PROPOSED WATERLINE, SIZE NOTED
W-8
EXISTING WATERLINE, SZE NOTED
S-8
EXISTING SANITARY SEWER UNE. SIZE NOTED
UE UE
EXISTING UNDERGROUND ELECTRIC LINE
SCALE
VERTICAL 1�'=4'
HORIZONTAL 111=40'
PLOTTING SCALE: 1:1
FILE NAME: 1 S-qA4
SHEET
1+
a
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PUE
8214/234
5' BUILDING
SETBACK
I
5' BUILDING
SETBACK
0.162 ACRES
PARKLAND
LOT 50
LOT 51
EXISTING POOL AREA
0 % \
COMMON AREA
(AMENITY CENTER)
CASTLE ROCK PHASE 4
LOT 52
:XISTING ELECTRIC LINE
LT FENCE
LOT 53
8" DRAIN PIPE
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113 UE UE E UE0.
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EXISTING ELECTRIC LINE EXISTING BIKE
K 4' SIDEWALK
NITS OF
?� EQUIPMENT '� DISTURBANCE
R
PAD _
\ LOT 54
GRADE TO DRAIN
EXISNG PARKING SPLASH PAD � �10' PUE
44 � 9117 118
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ING
6" SEWER NE 25' SETBACK
PARK AREA �4
4.363 ACRES "' f
PER PH 1A 1
8214/234 \ate ry�ti 4 SILT FENCE ---�
" O \
COMMON AREA NO. 1 A
IT--� \ 5' PUE
9117/118
.\WN
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$ WATER LINE
W8 v
\ws
c� CASTLE ROCK PARKWAY
70' ROW - 38' B -B PAVEMENT WIDTH
rn
L
20 10 0 20
SCALE IN FEET
w
Y
w
y
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW ONLY
UNDER THE AUTHORITY OF
DEVEN L DOYEN P.E.,
LICENSE NO. 109835,
ON APRIL 1, 2015.
R IS NOT TO BE USED FOR
BIDDING OR CONSTRUCTION
PURPOSES.
ELEVATION
CERTIFICATE
REQUIRED
■
■ +29
■ 4
REQUIRED
2'X4' WIRE MESH (OPTIONAL)-"
�-SEDIMENT CONTROL FABRIC
FASTENED TO T -POST OR
3
WOODEN STAKE
LENGTH
T -POST OR WOODEN STAKE
DELTA
TANGENT
WITH OPTIONAL WIRE MESH
w
Y
w
y
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW ONLY
UNDER THE AUTHORITY OF
DEVEN L DOYEN P.E.,
LICENSE NO. 109835,
ON APRIL 1, 2015.
R IS NOT TO BE USED FOR
BIDDING OR CONSTRUCTION
PURPOSES.
ELEVATION
CERTIFICATE
REQUIRED
■
■ +29
■ 4
REQUIRED
2'X4' WIRE MESH (OPTIONAL)-"
�-SEDIMENT CONTROL FABRIC
FASTENED TO T -POST OR
FASTENED SECURELY TO
WOODEN STAKE
LENGTH
T -POST OR WOODEN STAKE
DELTA
TANGENT
WITH OPTIONAL WIRE MESH
METAL T -POST OR WOODEN
C11
8" OF FILTER FABRIC TO
STAKE AS REQUIRED TO MAINTAIN.
009'38'59'
EXTEND INTO A TRENCH
SPACED 6' APART
S6645'04"E
AND BE ANCHORED WITH
28.39'
25.00'
COMPACTED BACKFILL
NATURAL GROUND
;
DIRER F FLOW
C13
246.32'
„
4"X4' MIN. TRENCH
126.13'
4•
N79'48'33'W
ALLOW 2.5' TO 5' AT TOE
OF SLOPE FOR SEDIMENT
20' TO ACCUMULATE. ALIGN
FENCE ALONG SLOPE
I_-
LI
CONTOURS.
SILT FENCE ASSEMBLY DETAIL
N.T.S.
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF BRYAN/COLLEGE
STATION STANDARD SPECIFICATIONS AND DETAILS FOR (WATER, SEWER, STREETS, DRAINAGE). ALL
CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE.
2. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, STORM SEWER, ETC. SHOWN ARE TAKEN FROM
BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS
OBTAINED FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE.
SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF
CONSTRUCTION IS REQUIRED.
OIG TESS: (800) 344-8377
ATMOS ENERGY: (979) 774-2506
SUDDEN LINK COMMUNICATIONS: (979) 595-2429
VERIZON: (979) 821-4770
4. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR
TRENCH SAFETY REQUIREMENTS.
S. BUILDING SETBACK SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED
DEVELOPMENT ORDNANCE.
6. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO.
7. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR
ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT
WITHIN 150' OF THE SUBJECT PROPERTY, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH
SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN
A UNIFIED APPEARANCE.
8. 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
INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY.
9. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOES GENERAL PERMIT NO. TXR 150000
REQUIREMENTS FOR CONSTRUCTION SITES.
10. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS
COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS.
11. EXTERIOR BUILDING AND SITE LIGHTING SHALL 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 UNE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE
TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY.
12. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN AND DRAINAGE
REPORT.
13. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE &
IRRIGATION PLANS. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO
CERTIFICATE OF OCCUPANT.
14. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED,
15. ALL PAVEMENT SHALL BE PER TYPICAL PAVEMENT SECTION. REFER TO PAVEMENT PLAN FOR
PAVEMENT DEPTHS.
16. 100% COVERAGE OF GROUNDCOVER, 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-WAYS, AND ADJACENT PROPERTY DISTURBED DURING
CONSTRUCTION
17. DETENTION AND DRAINAGE FACILITIES SHALL BE CONSTRUCTED FIRST.
18. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THESE
PLANS, DRAWINGS AND SPECIFICATIONS.
19. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ALL STATE AND FEDERAL
REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD POWER LINES,
20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR
SERVICE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE
EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL
REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND
CONSTRUCTION OR BETTER. THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN
EXPENSE.
21.A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE KEPT ON SITE AT ALL TIMES
THROUGHOUT THE ENTIRE CONSTRUCTION OF THE PROJECT, CONTRACTOR SHALL MAINTAIN A SET
OF REDLINE DRAWINGS, RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION.
22. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED
PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN.
23. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE
RETURNED TO THEIR EXISTING CONDITION OR BETTER.
24. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET OR
DRIVEWAY.
25. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY
DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO
EXISTING CONDITIONS OR BETTER.
26. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN
ACCORDANCE WITH THE STANDARDS OF THE APPLICABLE REGULATORY AGENCY.
27. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING
CONSTRUCTION.
28. THE CONTRACTOR MUST PROVIDE CONSTRUCTION STAKING FROM THE INFORMATION PROVIDED ON
THE PLANS AND DRAWINGS.
29. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THESE PLANS FOR CONSTRUCTION
PURPOSES. THE ELECTRONIC FILE AND INFORMATION GENERATED, BY SCHULTZ-ENGINEERING, LLC
(SE), FOR THIS PROJECT IS CONSIDERED BY SE TO BE CONFIDENTIAL. WHEN ISSUED, ITS USE IS
INTENDED SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. PERMISSION IS
NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN --ANY FORM OR
FASHION. THE RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS" WITHOUT ANY
WARRANTY AS TO IT PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS
GENERATED THROUGHOUT ITS USE. THE RECIPIENT ALSO UNDERSTANDS AND AGREES THAT SE,
UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION.
THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY
FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE.
EROSION CONTROL NOTES:
1. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000
REQUIREMENTS FOR CONSTRUCTION SITES.
2. EROSION CONTROL MEASURES SHOWN IN THESE PLANS SHALL BE CONSIDERED THE VERY MINIMUM
REQUIRED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER
EROSION CONTROL MEASURES (DIVERSION BERMS, DRAINAGE STRUCTURES, SWALES, ADDITIONAL
FENCING, ETC...) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND DEVELOPMENTS FROM
DAMAGE OF ANY KIND, DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION.
3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA
HAS BEEN DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN SEDIMENT
LEVEL REACHES 25% CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR
HAULING AWAY IF NOT SUITABLE FOR FILL.
4. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION
WORK.
5. 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
INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT
CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL
EVENT 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.
7. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED.
8. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE
PROJECT SITE.
9. CONSTRUCTION EXIT IS TO BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND MAINTAINED SO
AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS.
10. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY
CONSTRUCTION SHALL BE ADEQUATELY HYDROMULCHED OR BLOCK SODDED, AND WATERED UNTIL
GROWTH IS ESTABLISHED. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL
ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN
REMOVED BY CONTRACTOR.
I CASTLE ROCK AMENITY CENTER 1
SPLASH PAD ADDITION
CASTLE ROCK SUBDIVISION - PH 2B
COMMON AREA (AMMENITY CENTER) -COLLEGE
STATION, TX
SITE SPECIFIC NOTES:
1. THE OWNER OF THE PROPERTY IS CASTLE ROCK HOMEOWNERS ASSOCIATION, INC. THE SUBJECT
PROPERTY IS CASTLE ROCK SUBDIVISION, PHASE 28. PROPERTY IS ZONED PDD (PLANNED
DEVELOPMENT DISTRICT).
2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 0.103 ACRES (4501 SF).
3. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA
FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS.
COMMUNITY NO. 480083, PANEL NO. 0325E, MAP NO. 4804100325E, EFFECTIVE DATE: MAY 16,
2012.
4. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA.
S. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND
PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR THIS PROJECT.
ELECTRIC PROJECT COORDINATOR
CITY OF COLLEGE STATION UTILITIES
979-764-8314
RE,VtEVVE.f,) FOR
CO ROANCE
Mr 14 2015
COLLEGE STATION
DEVELOPMENT SERVICES.
PLAT FILED:
CW EOIANC
MAY 14 2015 *
COLLEGE STATION
ENGINEERING
VICINITY MAP
PROJECT 0
LOCATION
WA
CASTL
STATE HIGHWAY 40 - W ILLTAIvl D.FIT PARKWAY
SITE & EROSI*
CONTROL PLA
TOTAL AREA = 0.654 ACRES
CASTLE ROCK SUBDIVION - PHASE 2B
COMMON AREA (AMMENITY CENTER)
9117/118
RCSERT STEVENSON SURVEY, A-54
COLLEGE STATION, BWOS COUNTY, TEXAS
SCALE: 1 "=20' APRIL 2015
0 i,NER/DEVELOPER: SURVEYOR:
CAS LE ROCK HOMEOWNERS BRAD KERR, RPLS NO. 4502
A OCIATION, INC. KERR SURVEYING, LLC
P.O.BOX 9748 409 N. TEXAS AVENUE
CO GE STATION, TX 77845 BRYAN, TX 77803
(979) 268-3195
ENGINEER:
SCHULTZ ENGINEERING, LLC.
PO BOX 11995
COLLEGE STATION, TX 77842
(979)764-3900
SCALE
VERTICAL N/A
HORIZONTAL 1 "=20'
PLOTTING SCALE: 1:1
FILE NAME: 15-384
SHEET
Cl
a
i
U
15•�I�
0°x • 02' IS
2:00
K -::s
Curve Table
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C11
80.84'
480.00'
009'38'59'
40.52'
80.75'
S6645'04"E
C12
28.39'
25.00'
065'04'31'
15.95'
26.89'
S82'49'45'W
C13
246.32'
465.00'
030'21'05'
126.13'
243.45'
N79'48'33'W
RE,VtEVVE.f,) FOR
CO ROANCE
Mr 14 2015
COLLEGE STATION
DEVELOPMENT SERVICES.
PLAT FILED:
CW EOIANC
MAY 14 2015 *
COLLEGE STATION
ENGINEERING
VICINITY MAP
PROJECT 0
LOCATION
WA
CASTL
STATE HIGHWAY 40 - W ILLTAIvl D.FIT PARKWAY
SITE & EROSI*
CONTROL PLA
TOTAL AREA = 0.654 ACRES
CASTLE ROCK SUBDIVION - PHASE 2B
COMMON AREA (AMMENITY CENTER)
9117/118
RCSERT STEVENSON SURVEY, A-54
COLLEGE STATION, BWOS COUNTY, TEXAS
SCALE: 1 "=20' APRIL 2015
0 i,NER/DEVELOPER: SURVEYOR:
CAS LE ROCK HOMEOWNERS BRAD KERR, RPLS NO. 4502
A OCIATION, INC. KERR SURVEYING, LLC
P.O.BOX 9748 409 N. TEXAS AVENUE
CO GE STATION, TX 77845 BRYAN, TX 77803
(979) 268-3195
ENGINEER:
SCHULTZ ENGINEERING, LLC.
PO BOX 11995
COLLEGE STATION, TX 77842
(979)764-3900
SCALE
VERTICAL N/A
HORIZONTAL 1 "=20'
PLOTTING SCALE: 1:1
FILE NAME: 15-384
SHEET
Cl
a
i
U
15•�I�
0°x • 02' IS
2:00
K -::s
a
LANDSCAPE PLAN -
LANDSCAPE LEGEND
`''' ' EXISTING CANOPY TREE
(BURR OAK)
PROPOSED CANOPY TREE
0 (LIVE OAK)
0 EXISTING SHRUB
(SEA GREEN JUNIPER)
0 PROPOSED SHRUB
(SEA GREEN JUNIPER)
REVIEWED FOR
COMPLIANCE
MAY 14 2015
COLLEGE STATION
DEVELVi-„'fL_Iv l ,.,EhvICES
PLAT FILED:
Schiulmltz Engineering, LLC%
'70'
2730 Longmire, Suite A
College Station, Texas 77845
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED I DRAWN I APPROVED I JOB NO. DATE
KERR I DLD I DLD ( JPS ( 15-384 1 APRIL 2015
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW ONLY
UNDER THE AUTHORITY OF
DEVEN L DOYEN P.E.,
LICENSE NO. 109835,
ON APRIL 1. 2015.
IT IS NOT TO BE USED FOR
BIDDING OR CONSTRUCTION
PURPOSES.
GRADING PLAN
CASTLE ROCK AMENITY CENTER
SPLASH PAD ADDITION
CASTLE ROCK SUBDIVISION - PH 2B
COMMON AREA (AMMENITY CENTER) - COLLEGE
STATION, TX
LANDSCAPE &
GRADIN -G PLAI�
GRADING NOTES:
1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN THE STREET
RIGHT-OF-WAY SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS
DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM 0698), AT A MOISTURE CONTENT FROM
OPTIMUM MOISTURE CONTENT TO 49& ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE
OF THE STREET RIGHT-OF-WAY OR PAVEMENT AREAS SHALL BE COMPACTED TO 952 OF THE
MAXIMUM DRY DENSiIY.
2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE 6” STABILIZED SUBGRADE OR
SELECT FILL.
3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V:12H.
4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA.
5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE
TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK.
6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR
ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO
MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES
SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR
CONSTRUCTION OF THE SITE WORK.
7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS.
ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL
RECEIVE 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH.
8. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE
PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO ROUTE
STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA.
9. THE SELECT FILL FOR THE BUILDING FOUNDATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE GEOTECHNICAL REPORT.
10. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY
COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY "PLUG" SHOULD
BE PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM
GAINING ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE. THE PLUG
SHALL EXTEND TWO FEET BEYOND THE PIPE FACE IN ALL DIRECTIONS, AND A MINIMUM OF TWO
FEET THICK.
11. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT,
FOUNDATIONS, ETC.
12. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN, SO THAT NO PONDING OCCURS.
13. FINISH GRADE ADJACENT TO CURBING OR SIDEWALK SHALL BE M" BELOW THE TOP OF
CONCRETE AND 2" BELOW IN LANDSCAPING AREAS.
14. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY
DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO
EXISTING CONDITIONS OR BETTER.
15. THE APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM
THE AFFECTED PROPERTY OWNER(S). ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED
DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER.
16. THE DETENTION FACILITIES MUST BE CONSTRUCTED FIRST.
17. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ENGINEER'S PLANS FOR SPECIFICATIONS.
PROCEDURES, AND REQUIREMENTS FOR THE BUILDING PAD.
18. EXISTING TREES, STUMPS, AND LARGE TREE SYSTEMS, SHALL BE GRUBBED AND REMOVED.
VEGETATION SHALL BE REMOVED AND THE TOP 6-24 INCHES OF TOP SOIL AND SUB -GRADE BE
STRIPPED FROM THE AREAS TO BE COVERED BY THE PROPOSED IMPROVEMENTS.
19. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SHALL HAVE BENCHES EXCAVATED INTO THE
SIDE WALLS OF THE CHANNEL PRIOR TO PLACEMENT OF FILL. BENCHES SHOULD BE AT LEAST
6 FEET IN WIDTH WITH ONE BENCH BEING PLACED VERTICALLY FOR EVERY 2 FEET OF CHANNEL
DEPTH.
20. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6-24 INCHES OF TOP SOIL, MAY USED AS
A FILL MATERIAL, UNDER PAVEMENT AREAS ONLY. IF THE MATERIAL IS FREE FROM TRASH,
LUMPS, CLODS, ORGANIC SUBSTANCE, & OTHER FOREIGN MATTER AND SUBGRADE PREPARATION
FILL MATERIAL PLACEMENT UNDER BUILDINGS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL
REPORT.
21. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS,
WITH EACH UFT WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF OX TO +4% OF THE
OPTIMUM MOISTURE CONTENT AND COMPACTED TO A UNIFORM DENSITY OF 98% (FOR STABILIZED)
AND 95% (FOR GENERAL FILL) OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698.
TP - TOP OF PAVEMENT
TC - TOP OF CURB
TW - TOP OF WALK
TS - TOP OF BERM
TG - TOP OF GROUND
TRW - TOP OF RETAINING WALL
LEGEND
280 PROPOSED CONTOUR
— 280 — — EXISTING CONTOUR
PROPERTY BOUNDARY
ADJACENT PROPERTY BOUNDARY
RIGHT OF WAY
LOT UNE
—
—PROPERTY SETBACK
— PROPOSED PUBLIC UTILITY EASEMENT
— EXISTING PUBLIC UTILITY EASEMENT
PROPOSED PUBLIC ACCESS EASEMENT
EXISTING PUBLIC ACCESS EASEMENT
PROPOSED LANDSCAPING
EXISTING LANDSCAPING
LIMITS OF DISTURBANCE
PROPOSED CURB AND GUTTER
EXISTING CURB AND GUTTER
—i --� FLOW ARROWS
W-8 PROPOSED WATERLINE, SIZE NOTED
W-8 EXISTING WATERLINE, SIZE NOTED
S-8 EXISTING SANITARY SEWER UNE, SIZE NOTED
UE UE EXISTING UNDERGROUND ELECTRIC UNE
REVIEWED7CE
COMPLIA
MAY '1 4 20
COLLEGE NATION
ENGINEEFiiNG
SCALE
VERTICAL 1 "=4'
HORIZONTAL 1 "=40'
PLOTTING SCALE: 1:1
FILE NAME: 15-384
SHEET
•
R.
G1
a�
PROJECT O
LOCATION
CASTL
oCK ARKW A
STATE HIGHWAY, 40 - WILLIAM D. FITCHPARKWAY
il 0
4
N
NOT TO SCALE
OWNER/DEVELOPER:
CASTLE ROCK HOMEOWNERS
ASSOCIATION; INC.
P.O. BOX 9748
COLLEGE STATION, TX 77845
SPLAS11 PAD ADDITION
Im
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW ONLY
UNDER THE AUTHORITY OF
DEVEN L. DOYEN P.E.,
LICENSE NO. 109835,
ON APRIL 1, 2015.
IT IS NOT TO BE USED FOR
BIDDING OR CONSTRUCTION
PURPOSES.
SCHEDULE
SH EET TITLE
Cl SITE & EROSION CONTROL PLAN
C2 LANDSCAPE & GRADING PLAN
F SHEETS
p4 • b2.• 15
2:00
pa
UA,J I -Lr. ICV U& YA1CiL W A Y
70' ROW - 38' B -B PAVEMENT WIDTH
Lchulmitz Engineering,
2730 Longmire, Suite A
College Station, Texas 77845
/
y
co
y
1 --- 979.764.3900 TBPE NO. 12327 _
SURVEYED I DESIGNED I DRAWN APPROVED JOB NO. DATE '
KERR I DLD I DLD I JPS 1 15-384 1 APRIL 2015
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW ONLY
UNDER THE AUTHORITY OF
DEVEN L DOYEN P.E.,
LICENSE NO. 109835,
ON APRIL 1, 2015.
IT IS NOT TO BE USED FOR
BIDDING OR CONSTRUCTION
PURPOSES.
20 10 0 20
SCALE IN FEET
2'X4' WIRE MESH (OPTIONAL)
FASTENED TO T -POST OR
WOODEN STAKE
METAL T -POST OR WOODEN
STAKE AS REQUIRED TO MAINTAIN.
SPACED 6' APART
NATURAL
4'X4' MIN.
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T -POST OR WOODEN STAKE
WITH OPTIONAL WIRE MESH
8" OF FILTER FABRIC TO
EXTEND INTO A TRENCH
AND BE ANCHORED WITH
COMPACTED BACKFILL
OIRE�� F FLOW
1 `-ALLOW 2.5' TO 5' AT TOE
OF SLOPE FOR SEDIMENT
20' TO ACCUMULATE. ALIGN
Z FENCE ALONG SLOPE
CONTOURS.
SILT FENCE ASSEMBLY DETAIL
N.T.S.
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF BRYAN/COLLEGE
STATION STANDARD SPECIFICATIONS AND DETAILS FOR (WATER, SEWER, STREETS, DRAINAGE). ALL
CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE.
2. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM
BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS
OBTAINED FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE.
SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF
CONSTRUCTION IS REQUIRED.
DIG TESS: (800) 344-8377
ATMOS ENERGY: (979) 774-2506
SUDDEN LINK COMMUNICATIONS: (979) 595-2429
VERIZON: (979) 821-4770
4. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR
TRENCH SAFETY REQUIREMENTS.
S. BUILDING SETBACK SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED
DEVELOPMENT ORDNANCE.
6. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO.
7. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR
ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT
WITHIN 150' OF THE SUBJECT PROPERTY, MEASURED FROM A POINT 5 FEET ABOVE GRADE, SUCH
SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN _
A UNIFIED APPEARANCE.
8. 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
INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY.
9. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000
REQUIREMENTS FOR CONSTRUCTION SITES.
10. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS
COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS.
11. EXTERIOR BUILDING AND SITE LIGHTING SHALL 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. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE
TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY.
12. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN AND DRAINAGE
REPORT.
13. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE &
IRRIGATION PLANS. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO
CERTIFICATE OF OCCUPANT.
14. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED.
15. ALL PAVEMENT SHALL BE PER TYPICAL PAVEMENT SECTION. REFER TO PAVEMENT PLAN FOR
PAVEMENT DEPTHS.
16. 100% COVERAGE OF GROUNDCOVER, 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-WAYS, AND ADJACENT PROPERTY DISTURBED DURING
CONSTRUCTION
17. DETENTION AND DRAINAGE FACILITIES SHALL BE CONSTRUCTED FIRST.
18. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THESE
PLANS, DRAWINGS AND SPECIFICATIONS.
19. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ALL STATE AND FEDERAL
REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD POWER LINES.
20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR
SERVICE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE
EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL
REPAIR OR REPLACE THE UTILITIES OR SERVICE UNE WITH THE SAME TYPE OF MATERIAL AND
CONSTRUCTION OR BITTER. THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN
EXPENSE.
21.A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE KEPT ON SITE AT ALL TIMES
THROUGHOUT THE ENTIRE CONSTRUCTION OF THE PROJECT. CONTRACTOR SHALL MAINTAIN A SET
OF REDLINE DRAWINGS, RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION.
22. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED
PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN.
23. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE
RETURNED TO THEIR EXISTING CONDITION OR BETTER.
24. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET OR
DRIVEWAY.
25. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY
DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO
EXISTING CONDITIONS OR BETTER.
26. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN
ACCORDANCE WITH THE STANDARDS OF THE APPLICABLE REGULATORY AGENCY.
27. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING
CONSTRUCTION.
28. THE CONTRACTOR MUST PROVIDE CONSTRUCTION STAKING FROM THE INFORMATION PROVIDED ON
THE PLANS AND DRAWINGS.
29. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THESE PLANS FOR CONSTRUCTION
PURPOSES. THE ELECTRONIC FILE AND INFORMATION GENERATED, BY SCHULTZ ENGINEERING, LLC
(SE), FOR THIS PROJECT IS CONSIDERED BY SE TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS
INTENDED SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. PERMISSION IS
NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR
FASHION. THE RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS WITHOUT ANY
WARRANTY AS TO IT PERFORMANCE. ACCURACY, FREEDOM FROM ERROR, OR TO ANY RESULTS
GENERATED THROUGHOUT ITS USE. THE RECIPIENT ALSO UNDERSTANDS AND AGREES THAT SE,
UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION.
THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY
FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE.
EROSION CONTROL NOTES:
1. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOES GENERAL PERMIT NO. TXR 150000
REQUIREMENTS FOR CONSTRUCTION SITES.
2. EROSION CONTROL MEASURES SHOWN IN THESE PLANS SHALL BE CONSIDERED THE VERY MINIMUM
REQUIRED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER
EROSION CONTROL MEASURES (DIVERSION BERMS, DRAINAGE STRUCTURES, SWALES, ADDITIONAL
FENCING, ETC...) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND DEVELOPMENTS FROM
DAMAGE OF ANY KIND, DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION.
3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA
HAS BEEN DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN SEDIMENT
LEVEL REACHES 25% CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR
HAULING AWAY IF NOT SUITABLE FOR FILL.
4. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION
WORK. .
5. 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
INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT
CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL
EVENT 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.
7. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED.
8. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE
PROJECT SITE.
9. CONSTRUCTION EXIT IS TO BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND MAINTAINED SO
AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS.
10. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY
CONSTRUCTION SHALL BE ADEQUATELY HYDROMULCHED OR BLOCK SODDED, AND WATERED UNTIL
GROWTH IS ESTABLISHED. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL
ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN
REMOVED BY CONTRACTOR.
CASTLE ROCK AMENITY CENTER
SPLASH PAD ADDITION
CASTLE ROCK SUBDIVISION - PH 2B
COMMON AREA (AMMENITY CENTER) - COLLEGE
STATION, TX
SITE SPECIFIC NOTES:
1. THE OWNER OF THE PROPERTY IS CASTLE ROCK HOMEOWNERS ASSOCIATION, INC. THE SUBJECT
PROPERTY IS CASTLE ROCK SUBDIVISION, PHASE 2B. PROPERTY IS ZONED PDD (PLANNED
DEVELOPMENT DISTRICT).
2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 0.103 ACRES (4501 SF).
3. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA
FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS.
COMMUNITY NO. 480083, PANEL NO. 0325E, MAP NO. 48041CO325E, EFFECTIVE DATE. MAY 16,
2012.
4. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA.
S. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND
PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR THIS PROJECT.
ELECTRIC PROJECT COORDINATOR
CITY OF COLLEGE STATION UTILITIES
979-764-8314
VICINITY MAP
PROJECT
LOCATION
ANVA�� 74 1
STATE HIGHWAY 40 - WILL D. FITCH PARKWAY
NOT TO
STLE ROCK AMENITY CE
mm�"" ADD •
TOTAL AREA = 0.654 ACRES
CASTLE ROCK SUMMON -PHASE 2B
COMMON AREA (AMMENITY CENTER)
9117/118
ROsR'P STF mSON SURVEY, A-54
COUECE STATION, BWOS COUNTY, TEXAS
SCALE: 1 "=20' APRIL 2015
WNER/DEVELOPER:
STLE ROCK HOMEOWNERS
SOCIATION, INC.
). BOX 9748
LLEGE STATION, TX 77845
SURVEYOR:
BRAD KERR, RPLS NO. 4502
KERR SURVEYING, LLC
409 N. TEXAS AVENUE
BRYAN, TX 77803
(979) 268-3195
ENGINEER:
SCHULTZ ENGINEERING, LLC.
PO BOX 11995
COLLEGE STATION, TX 77842
(979)764-3900
e
SCALE
VERTICAL N/A
HORIZONTAL 111=20'
PLOTTING SCALE: 1:1
FILE NAME: 15-384
SHEET
I m
I
Curve Table
CURVE /
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C11
80.84'
480.00'
009'38'59'
40.52'
80.75'
S6645'04"E
C12
28.39'
25.00'
065'04'31"
15.95'
26.89'
S82'49'45'W
C13
246.32'
465.00'
030'21'05'
126.13'
243.45'
N79'48'33W
VICINITY MAP
PROJECT
LOCATION
ANVA�� 74 1
STATE HIGHWAY 40 - WILL D. FITCH PARKWAY
NOT TO
STLE ROCK AMENITY CE
mm�"" ADD •
TOTAL AREA = 0.654 ACRES
CASTLE ROCK SUMMON -PHASE 2B
COMMON AREA (AMMENITY CENTER)
9117/118
ROsR'P STF mSON SURVEY, A-54
COUECE STATION, BWOS COUNTY, TEXAS
SCALE: 1 "=20' APRIL 2015
WNER/DEVELOPER:
STLE ROCK HOMEOWNERS
SOCIATION, INC.
). BOX 9748
LLEGE STATION, TX 77845
SURVEYOR:
BRAD KERR, RPLS NO. 4502
KERR SURVEYING, LLC
409 N. TEXAS AVENUE
BRYAN, TX 77803
(979) 268-3195
ENGINEER:
SCHULTZ ENGINEERING, LLC.
PO BOX 11995
COLLEGE STATION, TX 77842
(979)764-3900
e
SCALE
VERTICAL N/A
HORIZONTAL 111=20'
PLOTTING SCALE: 1:1
FILE NAME: 15-384
SHEET
I m
I
LANDSCAPE LEGEND
EXISTING CANOPY TREE
(BURR OAK)
0 PROPOSED CANOPY TREE
(LIVE OAK)
0 EXISTING SHRUB
(SEA GREEN JUNIPER)
0 PROPOSED SHRUB
(SEA GREEN JUNIPER)
E E �
E E
E E �
E E
."'im-kchlulultz Engineering, LL%.Ip
2730 Longmire, Suite A
College Station, Texas 77845
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED I DRAWN I APPROVED I JOB NO. DATE
KERR I DLD I DLD I JPS 1 15-384 1 APRIL 2015
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW ONLY
UNDER THE AUTHORITY OF
DEVEN L. DOYEN P.E..
LICENSE NO. 109835,
ON APRIL 1. 2015'
IT IS NOT TO BE USED FOR
BIDDING OR CONSTRUCTION
PURPOSES.
GRADING PLAN
CASTLE ROCK AMENITY CENTER
CASTLE ROCK SUBDIVISION - PH 2B
COMMON AREA (AMMENITY CENTER) - COLLEGE
STATION, TX
LANDSCAPE &
GRADI-N-G PLAI�
GRADING NOTES:
1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN THE STREET
RIGHT-OF-WAY SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS
DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM
OPTIMUM MOISTURE CONTENT TO 4% ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE
OF THE STREET RIGHT-OF-WAY OR PAVEMENT AREAS SHALL BE COMPACTED TO 95X OF THE
MAXIMUM DRY DENSITY.
2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE 6" STABILIZED SUBGRADE OR
SELECT FILL.
3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V:12H.
4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA.
5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE
TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK.
6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR
ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO
MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES
SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR
CONSTRUCTION OF THE SITE WORK.
7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS.
ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL
RECEIVE 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH.
8. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE
PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO ROUTE
STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA.
9. THE SELECT FILL FOR THE BUILDING FOUNDATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE GEOTECHNICAL REPORT.
10. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY
COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY "PLUG' SHOULD
BE PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM
GAINING ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE. THE PLUG
SHALL EXTEND TWO FEET BEYOND THE PIPE FACE IN ALL DIRECTIONS, AND A MINIMUM OF TWO
FEET THICK.
11. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT,
FOUNDATIONS, ETC.
12. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN, SO THAT NO PONDING OCCURS.
13. FINISH GRADE ADJACENT TO CURBING OR SIDEWALK SHALL BE fit" BELOW THE TOP OF
CONCRETE AND 2" BELOW IN LANDSCAPING AREAS.
14. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY
DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO
EXISTING CONDITIONS OR BETTER.
15. THE APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM
THE AFFECTED PROPERTY OWNER(S). ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED
DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER.
16. THE DETENTION FACILITIES MUST BE CONSTRUCTED FIRST.
17. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ENGINEER'S PLANS FOR SPECIFICATIONS.
PROCEDURES, AND REQUIREMENTS FOR THE BUILDING PAD.
18. EXISTING TREES, STUMPS, AND LARGE TREE SYSTEMS, SHALL BE GRUBBED AND REMOVED.
VEGETATION SHALL BE REMOVED AND THE TOP 6-24 INCHES OF TOP SOIL AND SUB -GRADE BE
STRIPPED FROM THE AREAS TO BE COVERED BY THE PROPOSED IMPROVEMENTS.
19. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SHALL HAVE BENCHES EXCAVATED INTO THE
SIDE WALLS OF THE CHANNEL PRIOR TO PLACEMENT OF FILL BENCHES SHOULD BE AT LEAST
6 FEET IN WIDTH WITH ONE BENCH BEING PLACED VERTICALLY FOR EVERY 2 FEET OF CHANNEL
DEPTH.
20. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6-24 INCHES OF TOP SOIL, MAY USED AS
A FILL MATERIAL, UNDER PAVEMENT AREAS ONLY, IF THE MATERIAL IS FREE FROM TRASH,
LUMPS, CLODS, ORGANIC SUBSTANCE, & OTHER FOREIGN MATTER AND SUBGRADE PREPARATION
FILL MATERIAL PLACEMENT UNDER BUILDINGS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL
REPORT.
21. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS.
WITH EACH LIFT WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF 0% TO +4% OF THE
OPTIMUM MOISTURE CONTENT AND COMPACTED TO A UNIFORM DENSITY OF 98% (FOR STABILIZED)
AND 95% (FOR GENERAL FILL) OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698.
TP - TOP OF PAVEMENT
TC - TOP OF CURB
TW - TOP OF WALK
TS - TOP OF BERM
TG - TOP OF GROUND
TRW - TOP OF RETAINING WALL
LEGEND
280 PROPOSED CONTOUR
- 280 - - EXISTING CONTOUR
W-8
W-8
S-8
UE UE
PROPERTY BOUNDARY
ADJACENT PROPERTY BOUNDARY
RIGHT OF WAY
LOT LINE
-PROPERTY SETBACK
- PROPOSED PUBLIC UTILITY EASEMENT
- EXISTING PUBLIC UTILITY EASEMENT
PROPOSED PUBLIC ACCESS EASEMENT
EXISTING PUBLIC ACCESS EASEMENT
PROPOSED LANDSCAPING
EXISTING LANDSCAPING
PROPOSED CURB AND GUTTER
EXISTING CURB AND GUTTER
FLOW ARROWS
PROPOSED WATERLINE, SIZE NOTED
EXISTING WATERLINE, SIZE NOTED
EXISTING SANITARY SEWER UNE, SIZE NOTED
EXISTING UNDERGROUND ELECTRIC UNE
SCALE
VERTICAL 1 "=4'
HORIZONTAL 1"=40'
PLOTTING SCALE: 1:1
FILE NAME: 15-3$4
SHEET
VICINITY MAP
LI
�r
O�
PROJECT 0
LOCATION
GASTL
OGK ARKW A
STATE HIGHWAY 40 - WILLIAM D. FITCH PARKWAY
0�
4�
N
NOT TO SCALE
OWNER/DEVELOPER:
CASTLE ROCK HOMEOWNERS
ASSOCIATION, INC.
P.O. BOX 9748
COLLEGE STATION, TX 77845
SPLAS11 PAD ADDITION
Ims
L _Igo MEN geqilop
CI (ki
0 LEGE STATION, TEXA;z
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW ONLY
UNDER THE AUTHORITY OF
DEVEN L. DOYEN P.E.,
LICENSE NO. 109835,
ON APRIL 1, 2015.
IT IS NOT TO BE USED FOR
BIDDING OR CONSTRUCTION
PURPOSES.
SCHEDULE (DF SHEETS
SHEET TITLE
Ct SITE & EROSION CONTROL PLAN
C2 LANDSCAPE &GRADING PLAN
i
j
UAJ 1 LC KUU& YA11(K W A Y
70' ROW - 38' B -B PAVEMENT WIDTH
LIMITS OF
DISTURBANCE
SChultz Engineering,
2730 Longmire, Suite A
College Station, Texas 77845
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR DLD DLD JPS 15-384 APRIL 2015
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW ONLY
UNDER THE AUTHORITY OF
DEVEN L. DOYEN P.E.,
LICENSE NO. 109835.
ON APRIL 1. 2015.
IT IS NOT TO BE USED FOR
BIDDING OR CONSTRUCTION
PURPOSES.
N
20 10 0 20
SCALE IN FEET
2"0" WIRE MESH (OPTIONAL)
FASTENED TO T -POST OR
WOODEN STAKE
METAL T -POST OR WOODEN
STAKE AS REQUIRED TO MAINTAIN.
SPACED 6' APART
NATURAL
4"X4' MIN.
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T -POST OR WOODEN STAKE
WITH OPTIONAL WIRE MESH
8" OF FILTER FABRIC TO
EXTEND INTO A TRENCH
AND BE ANCHORED WITH
COMPACTED BACKFILL
DIRE OF FLOW
4. j 1 `-ALLOW 2.5' TO 5' AT TOE
OF SLOPE FOR SEDIMENT
20" TO ACCUMULATE. ALIGN
l FENCE ALONG SLOPE
CONTOURS.
SILT FENCE ASSEMBLY DETAIL
N.T.S.
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF BRYAN/COLLEGE
STATION STANDARD SPECIFICATIONS AND DETAILS FOR (WATER, SEWER, STREETS, DRAINAGE). ALL
CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE.
2. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM
BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS
OBTAINED FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE.
SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF
CONSTRUCTION IS REQUIRED.
DIG TESS: (800) 344-8377
ATMOS ENERGY: (979) 774-2506
SUDDEN LINK COMMUNICATIONS: (979) 595-2429
VERIZON: (979) 821-4770
4. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR
TRENCH SAFETY REQUIREMENTS.
5. BUILDING SETBACK SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED
DEVELOPMENT ORDNANCE.
6. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO.
7. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR
ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT
WITHIN 150' OF THE SUBJECT PROPERTY, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH
SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN
A UNIFIED APPEARANCE.
8. 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
INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY.
S. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000
REQUIREMENTS FOR CONSTRUCTION SITES.
10. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS
COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS.
11. EXTERIOR BUILDING AND SITE LIGHTING SHALL 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 UNE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE
TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY.
12. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN AND DRAINAGE
REPORT.
13. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE &
IRRIGATION PLANS. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO
CERTIFICATE OF OCCUPANT.
14. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED.
15. ALL PAVEMENT SHALL BE PER TYPICAL PAVEMENT SECTION. REFER TO PAVEMENT PLAN FOR
PAVEMENT DEPTHS.
16.100% COVERAGE OF GROUNDCOVER, 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-WAYS, AND ADJACENT PROPERTY DISTURBED DURING
CONSTRUCTION
17. DETENTION AND DRAINAGE FACILITIES SHALL BE CONSTRUCTED FIRST.
18. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THESE
PLANS, DRAWINGS AND SPECIFICATIONS.
19. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ALL STATE AND FEDERAL
REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD POWER LINES.
20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR
SERVICE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS, WHERE
EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL
REPAIR OR REPLACE THE UTILITIES OR SERVICE UNE WITH THE SAME TYPE OF MATERIAL AND
CONSTRUCTION OR BETTER. THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN
EXPENSE.
21.A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE KEPT ON SITE AT ALL TIMES
THROUGHOUT THE ENTIRE CONSTRUCTION OF THE PROJECT. CONTRACTOR SHALL MAINTAIN A SET
OF REDLINE DRAWINGS, RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION.
22. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED
PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN.
23. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE
RETURNED TO THEIR EXISTING CONDITION OR BETTER.
24. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET OR
DRIVEWAY.
25. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY
DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO
EXISTING CONDITIONS OR BEII .
26. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN
ACCORDANCE WITH THE STANDARDS OF THE APPLICABLE REGULATORY AGENCY.
27. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING
CONSTRUCTION.
28. THE CONTRACTOR MUST PROVIDE CONSTRUCTION STAKING FROM THE INFORMATION PROVIDED ON
THE PLANS AND DRAWINGS.
29. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THESE PLANS FOR CONSTRUCTION
PURPOSES. THE ELECTRONIC RLE AND INFORMATION GENERATED, BY SCHULTZ ENGINEERING, LLC
(SE), FOR THIS PROJECT IS CONSIDERED BY SE TO BE CONFIDENTIAL. WHEN ISSUED. ITS USE IS
INTENDED SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. PERMISSION IS
NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR
FASHION. THE RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS" WITHOUT ANY
WARRANTY AS TO IT PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS
GENERATED THROUGHOUT ITS USE. THE RECIPIENT ALSO UNDERSTANDS AND AGREES THAT SE,
UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION.
THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY
FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE.
EROSION CONTROL NOTES:
1. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000
REQUIREMENTS FOR CONSTRUCTION SITES.
2. EROSION CONTROL MEASURES SHOWN IN THESE PLANS SHALL BE CONSIDERED THE VERY MINIMUM
REQUIRED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER
EROSION CONTROL MEASURES (DIVERSION BERMS. DRAINAGE STRUCTURES, SWALES, ADDITIONAL
FENCING, ETC...) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND DEVELOPMENTS FROM
DAMAGE OF ANY KIND, DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION.
3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA
HAS BEEN DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN SEDIMENT
LEVEL REACHES 25% CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR
HAULING AWAY IF NOT SUITABLE FOR FILL.
4. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION
WORK.
5. 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
INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT
CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL
EVENT 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.
7. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED.
8. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE
PROJECT SITE.
9. CONSTRUCTION EXIT IS TO BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND MAINTAINED SO
AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS.
10. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY
CONSTRUCTION SHALL BE ADEQUATELY HYDROMULCHED OR BLOCK SODDED, AND WATERED UNTIL
GROWTH IS ESTABLISHED. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL
ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN
REMOVED BY CONTRACTOR.
CASTLE ROCK AMENITY CENTER
SPLASH PAD ADDITION
CASTLE ROCK SUBDIVISION - PH 2B
COMMON AREA (AMMENITY CENTER) - COLLEGE
STATION, TX
SITE & EROSIO
CONTROL PLA
SITE SPECIFIC NOTES•
1. THE OWNER OF THE PROPERTY IS CASTLE ROCK HOMEOWNERS ASSOCIATION, INC. THE SUBJECT
PROPERTY IS CASTLE ROCK SUBDIVISION, PHASE 28. PROPERTY IS ZONED PDD (PLANNED
DEVELOPMENT DISTRICT).
2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 0.103 ACRES (4501 SF).
3. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA
FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY. TEXAS AND INCORPORATED AREAS.
COMMUNITY NO. 480083. PANEL NO. 0325E, MAP NO. 48041CO32SE, EFFECTIVE DATE: MAY 16,
2012.
4. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA.
S. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND
PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR THIS PROJECT.
ELECTRIC PROJECT COORDINATOR
CITY OF COLLEGE STATION UTILITIES
979-764-8314
VICINITY MAP
PROJECT
LOCATION
A
ON
STATE HIGHWAY 40 - WILLIAM D. FITCH PARKWA
NOT TO
mmlim D�ko'mi QQ
TOTAL AREA = 0.654 ACRES
CASTLE ROCK SUBDIVION - PHASE 2B
COMMON AREA (AMMENITY CENTER)
9117/118
ROBERT STE eam SURVEY, A-54
STATION, BWOS OOLtM, TEXAS
SCALE: 1 "=20' APRIL 2015
OWNER/DEVELOPER:
CASTLE ROCK HOMEOWNERS
ASSOCIATION, INC.
P.i1l. BOX 9748
COLLEGE STATION, TX 77845
SURVEYOR:
BRAD KERR, RPLS NO. 4502
KERR SURVEYING, LLC
409 N. TEXAS AVENUE
BRYAN, TX 77803
(979) 268-3195
SCHULTZ ENGINEERING, LLC.
PO BOX 11995
COLLEGE STATION, TX 77842
(979)764-3900
SCALE
VERTICAL N/A
HORIZONTAL 11
=20'
PLOTTING SCALE: 1:1
FILE NAME: 15-384
SHEET
{L
Curve Table
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C11
80.84'
480.00'
00738'59"
40.52'
80.75'
S6645'04"E
C12
28.39'
25.00'
065'04'31"
15.95'
26.89'
S82'49'45"W
C13
246.32'
465.00'
1 030'21'05'
126.13'
243.45'
N79'48'33W
VICINITY MAP
PROJECT
LOCATION
A
ON
STATE HIGHWAY 40 - WILLIAM D. FITCH PARKWA
NOT TO
mmlim D�ko'mi QQ
TOTAL AREA = 0.654 ACRES
CASTLE ROCK SUBDIVION - PHASE 2B
COMMON AREA (AMMENITY CENTER)
9117/118
ROBERT STE eam SURVEY, A-54
STATION, BWOS OOLtM, TEXAS
SCALE: 1 "=20' APRIL 2015
OWNER/DEVELOPER:
CASTLE ROCK HOMEOWNERS
ASSOCIATION, INC.
P.i1l. BOX 9748
COLLEGE STATION, TX 77845
SURVEYOR:
BRAD KERR, RPLS NO. 4502
KERR SURVEYING, LLC
409 N. TEXAS AVENUE
BRYAN, TX 77803
(979) 268-3195
SCHULTZ ENGINEERING, LLC.
PO BOX 11995
COLLEGE STATION, TX 77842
(979)764-3900
SCALE
VERTICAL N/A
HORIZONTAL 11
=20'
PLOTTING SCALE: 1:1
FILE NAME: 15-384
SHEET
{L
LANDSCAPE PLAN.
LANDSCAPE LEGEND
"`` EXISTING CANOPY TREE
(BURR OAK)
0 PROPOSED CANOPY TREE
(LIVE OAK)
0 EXISTING SHRUB
(SEA GREEN JUNIPER)
0 PROPOSED SHRUB
(SEA GREEN JUNIPER)
f% ,,% hL;
E Un ineerin
2730 Long mire Suite A
College Station, Texas 77845
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR I DLD I DLD I JPS 1 15-384 1 APRIL 2015
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW ONLY
UNDER THE AUTHORITY OF
DEVEN L. DOYEN P.E..
LICENSE NO. 109835.
ON APRIL 1, 2015.
IT IS NOT TO BE USED FOR
BIDDING OR CONSTRUCTION
PURPOSES.
w
i �
GRADING PLAN
CASTLE ROCK AMENITY CENTER
CASTLE ROCK SUBDIVISION - PH 2B
COMMON AREA (A.MMENITY CENTER) - COLLEGE
STATION, TX
LANDSCAPE &
(13-i-RADIN-G PLAI�,4
GRADING NOTES:
1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN THE STREET
RIGHT—OF—WAY SHALL BE COMPACTED TO AT LEAST 98X OF THE MAXIMUM DRY DENSITY AS
DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM
OPTIMUM MOISTURE CONTENT TO 4% ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE
OF THE STREET RIGHT—OF—WAY OR PAVEMENT AREAS SHALL BE COMPACTED TO 95X OF THE
MAXIMUM DRY DENSITY.
2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE 6" STABILIZED SUBGRADE OR
SELECT FILL.
3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V:12H.
4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA.
5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE
TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK.
6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR
ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO
MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES
SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR
CONSTRUCTION OF THE SITE WORK.
7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS.
ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL
RECEIVE 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH.
8. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE
PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO ROUTE
STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA.
9. THE SELECT FILL FOR THE BUILDING FOUNDATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE GEOTECHNICAL REPORT.
10. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY
COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY "PLUG" SHOULD
BE PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM
GAINING ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE. THE PLUG
SHALL EXTEND TWO FEET BEYOND THE PIPE FACE IN ALL DIRECTIONS, AND A MINIMUM OF TWO
FEET THICK.
11. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT,
FOUNDATIONS, ETC.
12. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN, SO THAT NO PONDING OCCURS.
13. FINISH GRADE ADJACENT TO CURBING OR SIDEWALK SHALL BE %" BELOW THE TOP OF
CONCRETE AND 2" BELOW IN LANDSCAPING AREAS.
14. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY
DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO
EXISTING CONDITIONS OR BETTER.
15. THE APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF—SITE GRADING, PERMISSION MUST BE OBTAINED FROM
THE AFFECTED PROPERTY OWNER(S). ANY ADJACENT PROPERTY AND RIGHT—OF—WAY DISTURBED
DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER.
16. THE DETENTION FACILITIES MUST BE CONSTRUCTED FIRST.
17. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ENGINEER'S PLANS FOR SPECIFICATIONS.
PROCEDURES, AND REQUIREMENTS FOR THE BUILDING PAD.
18. EXISTING TREES, STUMPS, AND LARGE TREE SYSTEMS, SHALL BE GRUBBED AND REMOVED.
VEGETATION SHALL BE REMOVED AND THE TOP 6-24 INCHES OF TOP SOIL AND SUB—GRADE BE
STRIPPED FROM THE AREAS TO BE COVERED BY THE PROPOSED IMPROVEMENTS.
19. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SHALL HAVE BENCHES EXCAVATED INTO THE
SIDE WALLS OF THE CHANNEL PRIOR TO PLACEMENT OF FILL. BENCHES SHOULD BE AT LEAST
6 FEET IN WIDTH WITH ONE BENCH BEING PLACED VERTICALLY FOR EVERY 2 FEET OF CHANNEL
DEPTH.
20. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6-24 INCHES OF TOP SOIL, MAY USED AS
A FILL MATERIAL, UNDER PAVEMENT AREAS ONLY, IF THE MATERIAL IS FREE FROM TRASH,
LUMPS, CLODS, ORGANIC SUBSTANCE, do OTHER FOREIGN MATTER AND SUBGRADE PREPARATION
FILL MATERIAL PLACEMENT UNDER BUILDINGS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL
REPORT.
21. STABILIZED MATERIAL OR ALL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS,
WITH EACH UFT WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF OX TO +4X OF THE
OPTIMUM MOISTURE CONTENT AND COMPACTED TO A UNIFORM DENSITY OF 98X (FOR STABILIZED)
AND 95X (FOR GENERAL FILL) OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698.
TP — TOP OF PAVEMENT
TC — TOP OF CURB
TW — TOP OF WALK
TB — TOP OF BERM
TG — TOP OF GROUND
TRW — TOP OF RETAINING WALL
LEGEND
280 PROPOSED CONTOUR
— — 280 — — EXISTING CONTOUR
PROPERTY BOUNDARY
ADJACENT PROPERTY BOUNDARY
RIGHT OF WAY
LOT UNE
—
—PROPERTY SETBACK
— PROPOSED PUBLIC UTILITY EASEMENT
— EXISTING PUBLIC UTILITY EASEMENT
PROPOSED PUBLIC ACCESS EASEMENT
EXISTING PUBLIC ACCESS EASEMENT
PROPOSED LANDSCAPING
EXISTING LANDSCAPING
UM17S OF DISTURBANCE
PROPOSED CURB AND GUTTER
EXISTING CURB AND GUTTER
FLOW ARROWS
W-8
PROPOSED WATERLINE, SIZE NOTED
W-8
EXISTING WATERLINE, SIZE NOTED
S-8
EXISTING SANITARY SEWER UNE, SIZE NOTED
UE UE EXISTING UNDERGROUND ELECTRIC UNE
E
CALE
1''=4''
L 1 =40CALE: 1:1
15-384
SHEET
VICINITY MAP
PROJECT
LOCATION
CAS
ocK ARIONA
STATE HIGHWAY 40 - Wv-LLkM D'
CFI pARICWAIf
�g0
NOT TO SCALE
OWNER/DEVELOPER:
CASTLE ROCK HOMEOWNERS
ASSOCIATION, INC.
P.O. BOX 9748
COLLEGE STATION, TX 77845
me FMIL16 f lkI
Afth am
A&:, ISO lall"Im An %LVA
COMMONAREA (AMENITY CENTER)
COLLEGE STATION, TEXAS
ngineering, LLC
TBPE FIRM REGISTRATION NO. 12327
2730 LONGMIRE, SUITE A
COLLEGE STATION, TEXAS 77845
979.764.3900
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
DEVEN L. DOYEN, A.E.,
LICENSE NO. 109835
MAY 12, 2015.
RELEASED FOR CONSTRUCTION
........:.........it
....D .L� DOYEN.... ��
109835
•
FIRM # 12327
SCHULTZ ENGINEERING. LLC
SCHEDULE OF
SHEET TITLE
Cl SITE &EROSION CONTROL PLAN
C2 LANDSCAPE &GRADING PLAN
I
PARK AREA
4.363 ACRES
PER PH 1A
8214/234
l -A J Z U: A -U k.. N r f 11c11 VY : i L
70' ROW - 38' B -B PAVEMENT WIDTH
LIMITS OF
DISTURBANCE
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
S%chultzE n n e e r i n a, DECEN L. DOYEN, P.E.,
LICENSE N0. 109835
2730 Longmire, Suite A MAY 12, 2015.
College Station, Texas 77845 RELEASED FOR CONSTRUCTION
074 79A AOnn TBPE NO.12327
SURVEYED
DESIGNED
DRAWN
APPROVED
JOB NO.
DATE
KERR
DLD
DLD
JPS
15-384
MAY 2015
FIRM # 12327- '
SCHULTZ
2327-
SCHULTZ ENGINEERING, LLC
20 10 0 20
SCALE IN FEET
ELEVATION
r �
2'X4" WIRE MESH (OP
FASTENED TO T -P(
WOODEN
METAL T -POST OR WOODEN -
STAKE AS REQUIRED TO MAINTAIN.
SPACED W APART
NATURAL
4"X4' MIN.
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T -POST OR WOODEN STAKE
WITH OPTIONAL WIRE MESH
8' OF FILTER FABRIC TO
EXTEND INTO A TRENCH
AND BE ANCHORED WITH
COMPACTED BACKFILL
I
'-ALLOW 2.5' TO 5' AT TOE
OF LOPE FOR SEDIMENT
20" TO ACCUMULATE. ALIGN
FENCE ALONG SLOPE
CONTOURS.
SILT FENCE ASSEMBLY DETAIL
N.T.S.
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST OTY OF BRYAN/COLLEGE
STATION STANDARD SPECIFICATIONS AND DETAILS FOR (WATER, SEWER. STREETS, DRAINAGE). ALL
CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE.
2. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM
BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS
OBTAINED FROM CITY & INDEPENDENT AGENCIES ANO/OR ABOVE GROUND FIELD EVIDENCE.
SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF
CONSTRUCTION IS REQUIRED.
DiO TESS: (800 344-8377
ATMOS ENERGY: (979 774-2506
SUDDEN LINK COMMUNICATIONS: 979) 595-2429
VERIZON: 979) 821-4770
4. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR
TRENCH SAFETY REQUIREMENTS,
5. BUILDING SETBACK SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED
DEVELOPMENT ORONANCE
6. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO.
7. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR
ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT
WITHIN 18V OF THE SUBJECT PROPERTY, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH
SCREENING SHALL BE COORDINA10 WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN
A UNIFIED APPEARANCE.
8. 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
iNSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY.
8. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000
REQUIREMENTS FOR CONSTRUCTION SITES.
10. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS
COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS.
11. EXTERIOR 13UILDINO AND SITE UGHTiNG SHALL 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 UNE, PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE
TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY.
12. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN AND DRAINAGE
REPORT.
13. LANDSCAPING AND IRRIGATION DESIGN do ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE &
IRRIGATION PLANS. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO
CERTIFICATE OF OCCUPANT.
14. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED.
15. ALL PAVEMENT SHALL BE PER TYPICAL PAVEMENT SECTION. REFER TO PAVEMENT PLAN FOR
PAVEMENT DEPTHS.
Ia. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A
PERENNIAL GRASS IS REQUIRED IN PARKING JOT ISLANDS, SWAM AND DRAINAGE AREAS, THE
PARKING LOT SETBACK, RIGHT -OF WAYS, AND ADJACENT PROPERTY DISTURBED DURING
CONSTRUCTION
17. DETENTION AND DRAINAGE FACILITIES SHALL BE CONSTRUCTED FIRST.
18. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THESE
PLANS, DRAWINGS AND SPECIFICATIONS.
19. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ALL STATE AND FEDERAL
REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD POWER LINES.
20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR
SERVICE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE
EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR DAMAGED. THE CONTRACTOR SHALL
REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND
CONSTRUCTION OR BETTER. THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN
EXPEN21. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE KEPT ON SITE AT ALL TIMES
THROUGHOUT THE EpMRE CONSTRUCTION OF THE PROJECT. CONTRACTOR SHALL MAINTAIN A SET
OF REDUNE DRAWINGS, RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION.
22. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED
PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN.
23. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE
RETURNED TO THEIR EXISTING CONDITION OR BETTER.
24. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY SIREEII OR
ORNEWAY.
25. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL 'TIMES DURING CONSTRUCTION AND ANY
DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO
EXISTING CONDITIONS OR BETTER.
26. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN
ACCORDANCE WITH THE STANDARDS OF THE APPLICABLE REGULATORY AGENCY.
27. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING
CONSTRUCTION.
28. THE CONTRACTOR MUST PROVIDE CONSTRUCTION STAKING FROM THE INFORMATION PROVIDED ON
THE PLANS AND DRAWINGS.
29. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THESE PLANS FOR CONSTRUCTION'
PURPOSES. THE ELECTRONIC FILE AND INFORMATION GENERATED. BY SCHULTZ ENGINEERING, LLC
(SF:), FOR THIS PROJECT IS CONSIDERED BY SE TO BE CONFIDENTIAL WHEN ISSUED, IT'S USE iS
INTENDED SOLELY FOR THE INDIVIDUAL OR ENTITY 70 WHICH IT IS ADDRESSED. PERMISSION IS
NOT GRA&ffED TO THS RECIPIENT FOR DLSMUTTON OF THESE DOCUMENTS IN ANY FORM OR
FASHM. THE RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS W WITHOUT ANY
WARRANTY AS TO IT PERFORMANCE, ACCURACY. FREEDOM FROM ERROR, OR AS TO ANY RESULTS
GENERATED THROUGHOUT ITS USE THE RECIPIENT ALSO UNDERSTANDS AND AGREES THAT SE.
UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION.
THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY
FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE.
Mg=N CONTROL NOTES:
1. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOES GENERAL PERMIT NO. TXR 150000
REQUIREMENTS FOR CONSTRUCTION SITES.
2. EROSION CONTROL MEASURES SHOWN IN THESE PLANS SHALL BE CONSIDERED THE VERY MINIMUM
REQUIRED. IT SHALL 8E THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER
EROSION CONTROL MEASURES (DIVERSION BERMS. DRAINAGE STRUCTURES, SWAT M. ADDITIONAL
FENCING, ETC-) NECESSARY TO KEEP THE EXISTING IMPROVEIIIENTS AND DEVELOPMENTS FROM
DAMAGE OF ANY KiND, DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION.
3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA
HAS BEEN DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN SEDIMENT
LEVEL REACHES 25X CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR
HAULING AWAY IF NOT SUITABLE FOR FILL
4. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION
WORK.
5. R 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
INSTALATiON OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY.
S. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT
CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL
EVENT OF SLC" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE
ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT.
7. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED.
B. INLETPROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE
PROJECT SITE.
9. CONSTRUCTION DAT IS TO BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND MAINTAINED SO
AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS.
10. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY
CONSTRUCTION SHALL BE ADEQUATELY HYDROMULCHED OR BLOCK SODDED, AND WATERED UNTIL
GROWTH IS ESTABLISHED. ALL EROSION CONTROL MEASURES SHALL REMAIN iN PLACE UNTiL
ACCEPTABLE VEGETATIVE GROWTH 15 ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN
REMOVED BY CONTRACTOR.
CASTLE ROCK. AMENITY CENTER
SPLASH PAD ADDITION
CASTLE ROCK SUBDIVISION - PH 2B
COMMON AREA (AMMENITY CENTER) - COLLEGE
STATION, TX
BENCHMARK INFORMATION
TBM 1 N: 10189358.1277
E: 3574609.9387
ELEV : 281.87'
(BACK OF CURB)
SITE SPECIFIC NOTES:
i. THE OWNER OF THE PROPERTY IS CASTLE ROCK HOMEOWNERS ASSOCIATION, INC. THE SUBJECT
PROPERTY 1S CASTLE ROCK SUBDIVISION, PHASE 28. PROPERTY 1S ZONED PDD (PLANNED
DEVELOPMENT DISTRICT).
2. THE TOTAL DISTURBED AREA FOR THIS PROJECT iS 0.103 ACRES (4501 SF).
3. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA
FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY. TOM AND INCORPORATED AREAS.
COMMUNITY NO. 480083, PANEL NO. 0325E, MAP NO. 48041CO325E, EFFECTIVE DATE: MAY 16.
2012.
4. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA.
S. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND
PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR THIS PROJECT.
ELECTRIC PROJECT COORDINATOR
CiTY OF COLLEGE STATION UTILITIES
979-764-8314
6. THE SPLASH PAD SHALL BE A CLOSED PUMP AND FILTER SYSTEM WITH AN ISOLATION VALVE THAT
CAN BE OPENED TO DISCHARGE WATER FROM THE CLOSED SYSTEM INTO THE SANITARY SEWER
SERVICE UNE. THE ISOLATION VALVE SHALL REMAIN CLOSED TO PREVENT STORM WATER FROM
ENTERING THE SANITARY SEWER SYSTEM. THE SPLASH PAD PUMP AND FILTER SYSTEM SHALL BE
IN ACCORDANCE WiTH THE 2012 IPC, WHERE INDIRECT WASTE WITH AN AiR GAP IS REQUIRED FOR
SWIMMING POOLS, BACKWASH FILTERS SYSTEMS. POOL DECKS, AND SIMILAR APPLICATIONS. LIKE
THE SPLASH PAD. SECTION 802.2.1 OF THE 2012 IPC STATES, "THE 'AIR GAP' BETWEEN
INDIRECT WASTE PIPE AND THE FLOOD LEVEL RIM OF THE WASTE RECEPTOR SHALL BE NOT LESS
THAN TWICE THE EFFECTIVE OPENING OF THE INDIRECT WASTE PIPE'. THE WASTE RECEPTOR
(SANITARY SEWER SERVICE INLET) SHALL BE TRAPPED AND PROTECTED FROM RAINFALL
R.EVI TIED FOR
COMPLIANCE
AY 142015 W
COL EGE STATION
DEVEL PMENT SERVICES.
PLAT FI ��ED:
SITE & EROSIO
CONTROL PLA
REVI�WED Folm
COmr�LIANC'
,,
MAY 14 2015
COLLEGE STATION
ENGINEERING
VICINITY MAP
N//LOCATION
STATE iiiGiiWAY 9fl -VI'ILLIAM D. F1TCI4 PARKWAY
4�a
NOT TO c
AS"'I"LE ROCK AMENITY CENT
SPLASH PAD ADDITION
TOTAL AREA = 0.654 ACRES
CASTLE ROCK SUBDiVION - PHASE 2B
COMMON AREA (AMMENITY CENTER)
9117/118
ROMW STEVe* ON SUF&EY, A-54
COU.Ft1E STATi0P1, BWOS COUM . TEXAS
SCALE: 1 "=20' MAY 2015
WNER/DEVELOPER:
STLE ROCK HOMEOWNERS
SOCIATION, INC.
1. BOX 9748
LLEGE STATION, TX 77845
SURVEYOR:
BRAD KERR, RPLS NO. 4502
KERR SURVEYING, LLC
409 N. TEXAS AVENUE
BRYAN, TX 77803
(979) 268-3195
ENGINEER:
SC14ULTZ ENGINEERING, I.I.C.
PO BOX 11995
COLLEGE STATION, TX 77842
(979)764-3900
SCALE
VERTICAL N/A
HORIZOS�ITAL 111=29
PLOTTING SCALE: 1:1
FILE NAME: 15-384
SHEET
A
If
Curve Table
CURVE iii
LENGTH RADIUS
DELTA
TANGENT
C14ORD
CHORD DIRECTION
C11
80.84' 480.00'
009'38'59`
40.52'
80.75'
S66'45'04'E
C12
28.39' 25.00'
06504'31'
15.95'
26.89'
S82'49'45'W
C13
246.32' 465.00'
03(r21'OS'
126.13'
243.45'
N7W48'33"W
R.EVI TIED FOR
COMPLIANCE
AY 142015 W
COL EGE STATION
DEVEL PMENT SERVICES.
PLAT FI ��ED:
SITE & EROSIO
CONTROL PLA
REVI�WED Folm
COmr�LIANC'
,,
MAY 14 2015
COLLEGE STATION
ENGINEERING
VICINITY MAP
N//LOCATION
STATE iiiGiiWAY 9fl -VI'ILLIAM D. F1TCI4 PARKWAY
4�a
NOT TO c
AS"'I"LE ROCK AMENITY CENT
SPLASH PAD ADDITION
TOTAL AREA = 0.654 ACRES
CASTLE ROCK SUBDiVION - PHASE 2B
COMMON AREA (AMMENITY CENTER)
9117/118
ROMW STEVe* ON SUF&EY, A-54
COU.Ft1E STATi0P1, BWOS COUM . TEXAS
SCALE: 1 "=20' MAY 2015
WNER/DEVELOPER:
STLE ROCK HOMEOWNERS
SOCIATION, INC.
1. BOX 9748
LLEGE STATION, TX 77845
SURVEYOR:
BRAD KERR, RPLS NO. 4502
KERR SURVEYING, LLC
409 N. TEXAS AVENUE
BRYAN, TX 77803
(979) 268-3195
ENGINEER:
SC14ULTZ ENGINEERING, I.I.C.
PO BOX 11995
COLLEGE STATION, TX 77842
(979)764-3900
SCALE
VERTICAL N/A
HORIZOS�ITAL 111=29
PLOTTING SCALE: 1:1
FILE NAME: 15-384
SHEET
A
If
J
LOT 50
G� LOT 51
1
�r f
,jf,r�r�
1� l
0.162 ACRES
PARKLAND
9117/118
t]
LOT 52
20 10 0 20
SCALE IN FEET
LOT 53
S
s \
EXISTING CANOPY TREE
TO BE REMOVED
cn CASTLE ROCK PARKKNNTAY
rn
70' ROW - 38' B-8 PAVEMENT WIDTH
w
------------
I SHRUBS
PROPOSED W g
CANOPY TREE"�```�.� v r
3.5" CALIPER MINIMUM
�tw4- PROPOSED \
CANOPY TREE
O 3.5" CALIPER MINIMUM
y
LANDSCAPE PLAN
LANDSCAPE LEGEND
EXISTING CANOPY TREE
(BURR OAK)
0 PROPOSED CANOPY TREE
(LIVE OAK) 3.5" CALIPER
MIN.
O EXISTING SHRUB
(SEA GREEN JUNIPER)
Q PROPOSED SHRUB
(SEA GREEN JUNIPER)
REVIEWED FOR
COMPLIANCE
MAY 14 2015
COLLEGE ST^TION
DEVELOPMENT SERVICES.
PLAT FILED:
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
Engineering,LLu DEEN L. DOYEN, P.E.,
,".".1n;hmumItzU't
LICENSE N0. 109835
2730 Langmlre, Suite A MAY 12, 2015.
College station, Texas 77845 RELEASED FOR CONSTRUCTION
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR DLD DLD JPS 15-384 MAY 2015
IL DOYEN
... r ...................
s 109835
4-CE0�
FIRM 0 123
SCHULTZ ENGINEERING, LLC
GRADING PLAN
CASTLE ROCK AMENITY CENTER
SPLASH PAD ADDITION
CASTLE ROCK SUBDIVISION - PH 2B
COMMON AREA (AMMENITY CENTER) - COLLEGE
STATION, TX
y W
LANDSCAPE t
GRADI-N-G PLA'�
GRADING NOTES!
t. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN THE STREET
RIGHT-OF-WAY SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS
DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM 0698). AT A MOISTURE CONTENT FROM
OPTIMUM MOISTURE CONTENT TO 4X ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE
OF THE STREET RIGHT-OF-WAY OR PAVEMENT AREAS SHALL BE COMPACTED TO 95x OF THE
MAXIMUM DRY DENSITY.
2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE 6' STABILIZED SUBGRADE OR
SELECT FILL.
3. HANDICAP RAMP SLOPES SHALL NOT EXCEED AV -IV.
4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA.
5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE
TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK.
6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR
ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO
MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES
SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR
CONSTRUCTION OF THE SITE WORK.
7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS.
ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL
RECEIVE 6' SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYOROMULCH.
S. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE
PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO ROUTE
STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA.
S. THE SELECT FILL FOR THE BUILDING FOUNDATION SNAIL BE CONSTRUCTED IN ACCORDANCE WITH
THE GEOTECHNICAL. REPORT.
10. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY
COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY "PLUG' SHOULD
BE PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM
GAINING ACCESS ALONG THE 'TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE. THE PLUG
SHALL EXTEND TWO FEET BEYOND THE PIPE FACE IN ALL DIRECTIONS, AND A MINIMUM OF TWO
FEET THICK.
11. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE. PAVEMENT,
FOUNDATIONS, ETC.
12. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN, SO THAT NO PONDING OCCURS.
13. FINISH GRADE ADJACENT TO CURBING OR SIDEWALK SHAD. BE X" BELOW THE TOP OF
CONCRETE AND 2° BELOW IN LANDSCAPING AREAS.
14. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY
DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO
EXISTING CONDITIONS OR BETTER.
15. THE APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM
THE AFFECTED PROPERTY OWNER($). ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED
DURING CONSTRUCTION WILL BE RETURNED TO THBR EXISTING CONDITIONS OR BETTER.
16. THE DETENTION FACILITIES MUST BE CONSTRUCTED FIRST,
17. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ENGNEEWS PLANS FOR SPECIFICATIONS.
PROCEDURES, AND REQUIREMENTS FOR THE BUILDING PAD.
18. EXISTING TREES. STUMPS, AND LARGE TREE SYSTEMS, SHALL BE GRUBBED AND REMOVED.
VEGETATION SHALL BE REMOVED AND THE TOP 6-24 INCHES OF TOP SOIL AND SUB -GRADE BE
STRIPPED FROM THE AREAS TO BE COVERED BY THE PROPOSED IMPROVEMENTS.
19. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SHALL HAVE BENCHES EXCAVATED INTO THE
SIDE WALLS OF THE CHANNEL PRIOR TO PLACEMENT OF FILL. BENCHES SHOULD BE AT LEAST
6 FEET IN WIDTH WITH ONE BENCH BEENG PLACED VERTICALLY FOR EVERY 2 FEET OF CHANNEL
DEPTH.
20. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6-24 INCHES OF TOP SOIL, MAY USED AS
A FILL MATERIAL., UNDER PAVEMENT AREAS ONLY, IF THE MATERIAL IS FREE FROM TRASH,
LUMPS, CLODS, ORGANIC SUBSTANCE, & OTHER FOREIGN MATTER AND SUSGRADE PREPARATION
FILL MATERIA. PLACEMENT UNDER BUILDINGS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL
REPORT.
21. STABILIZED MATERIA. OR FILL MATERIAL $HALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS,
WITH EACH LIFT WETTED OR DRIB TO A MOISTURE CONTENT RANGE OF OX TO +4X OF THE
OPTIMUM MOISTURE CONTENT AND COMPACTED TO A UNIFORM DENSITY OF BOX (FOR STABILIZED)
AND 95% (FOR GENERAL FILL) OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698.
TP - TOP OF PAVEMENT
TC - TOP OF CURB
TW - TOP OF WALK
TB - TOP OF BERM
TG - TOP OF GROUND
TRW - TOP OF RETAINING WALL
LEGEND
280
PROPOSED CONTOUR
-- — 230 — ---
— EXISTING CONTOUR
PROPERTY BOUNDARY
ADJACENT PROPERTY BOUNDARY
RIGHT OF WAY
LOT LINE
--
—PROPERTY SETBACK
--- PROPOSED PUBLIC UTILITY EASEMENT
— —
— EXISTING PUBUC UTILITY EASEMENT
PROPOSED PU6UC ACCESS EASEMENT
EXISTING PUBLIC ACCESS EASEMENT
PROPOSED LANDSCAPING
EXISTING LANDSCAPING
ME LIMITS OF DISTURBANCE
PROPOSED CURB AND GUTTER
EXISTING CURB AND GUTTER
-i ---�
FLOW ARROWS
W-8
PROPOSED WATERLINE, SIZE NOTED
W-8
EXISTING WATERLINE, SIZE NOTED
S-8
EXISTING SANITARY SEWER UNE, SIZE NOTED
UE UE
EXISTING UNDERGROUND ELECTRIC UNE
REVI�WEn FOR
COMPLIANCE
MAY 14 2015
COLLEGE STATION,
ENGINEERIIV� C
SCALE
VERTICAL 1 "=4'
HORIZONTAL 1°=40'
PLOTTING SCALE: 1:1
FILE NAME: 15-384
SHEET
c