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NOW OR FORMERLY
{ BAKER & CARNES INVESTMENTS, LLC
{ (VOLUME 4354, PAGE 163)
LOT 3C, BLOCK A
ZONED C -1
(
{ TIE INTO EXISTING 8"
PUBLIC SANITARY SEWER
w /4" STANDARD CLEANOUT
EXISTING 8"
EXISTING SANITARY { SANITARY SEWER
SEWER MANHOLE -
RIM = 100.53'
24' P.A.E.
(590, 269)
w _ _ - <w,
RRE LANE
d
P.U.E.
/269)
15' COMMON AREA
& P.U.E. (4354/162)
V
65' P.E.
54/162)
CIVIL SITE NOTES:
1. CONSTRUCTION IMPROVEMENTS FOR THIS SITE IS ALSO CONTAINED ON SHEETS:
C1 - GRADING, DRAINAGE & PAVING PLAN
- LANDSCAPING PLAN
- MISCELLANEOUS SITE DETAILS
2. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS
AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS.
3. THIS SITE DOES LIE WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED BY F.E.M.A. FIRM
COMMUNITY PANEL NO. 48041 0144C, WITH AN EFFECTIVE DATE OF JULY 2, 1992.
4. ALL ROOF & 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 FEET OF
THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE
COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
5. DESIGNATED PARKING SPACES, WALKS & RAMPS SAHLL MEET ALL ADA & ANSI STANDARDS.
6. SOLID WASTE SHALL BE DISPOSED OF BY A ROLL -OFF CONTAINER.
7. SEE CIVIL DETAIL SH, C2.1 OR MISCELLANEOUS SITE AND PARKING DETAILS.
DIMENSIONAL CONTROL NOTES:
1. 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION
PURPOSES. THE ELECTRONIC FILE AND INFORMATION GENERATED, BY RABON METCALF ENGINEERING (RME),
FOR THIS PROJECT IS CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED ITS USE IS INTEND SOLELY
FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. DISTRIBUTION OF THIS MATERIAL IS INTENDED
FOR USE BY THE RECIPIENT NAMED, ONLY, AND 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 ITS PERFORMANCE, ACCURACY, FREEDOM FROM
- ERROR, - OR AS TO ANY - RESULTS - GENERATED THROUGH - ITS - USE. "THE " "RECIPIENT ALSO UNDERSTAND AND
AGREES THAT RME, 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.
2. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB.
3. UNLESS OTHERWISE SPECIFIED, ALL RADIUS ARE 4'0" ALONG THE BACK OF CURB OR 2'0" OR 4'0" ALONG
EDGE OF SIDEWALK (INSIDE OR OUTSIDE RADIUS RESPECTIFULLY).
DEMOLITION NOTES:
1. DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORKED CONTAINED ON
THESE PLANS, BUT SHALL NOT BE LIMITED TO THE ITEMS SPECIFICALLY IDENTIFIED. ANY MATERIALS TO BE
DEMOLISHED OR CLEARED SHALL BE COMPLETELY REMOVED AND DISPOSED OF. THIS WORK WILL NOT ONLY
CONSIST OF ABOVE GROUND ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT LIMITED T0:
TREE ROOTS, FOUNDATION SYSTEMS, OLD PIPES, ETC... THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY ADDITIONAL ITEMS THAT REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK
WITH THE OWNER & ARCHITECT TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES
AND SUCH SEQUENCE AND STAGING OF WORK SHALL BE APPROVED BY THE DEVELOPER PRIOR TO
COMMENCEMENT OF WORK.
3. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE.
4. PRIOR TO DEMOLITION WORK OF ALL STRUCTURES, THE CONTRACTOR SHALL OBTAIN AN ASBESTOS
SURVEY FOR ALL BUILDINGS TO BE REMOVED, DEMOLITION PERMIT FROM THE CITY OF COLLEGE STATION, AND
ALL OTHER PERMITS OR AUTHORIZATION FOR WORK STIPULATED BY LOCAL, STATE OR FEDERAL LAW.
NEW 6' WALK 20' BUILDING SETBACK
I A/C PAD EX. 5' WALK
EXISTING ' NOW OR FORMERLY
FIRE HYDRANT CRAIG P. BROWNE
(VOLUME 4354, PAGE 162) 20' D.E. & E.E.
(590/269)
LOT 8A, BLOCK D
ZONED C -1
S 44' 57' 10" W - X 394
.7'
----0 HE----0 HE----0 HE--- -0HE--- -0HE--- -0HE--- -0HE - - - -0H -- -0HE - -- -0HE -- -0H ----0HE----0HE----0HE- - - - -
1/2" I.R. w /CAP
NOW OR FORMERLY S 44" 58' 10 W
OAK FOREST MOBILE HOME PARK, LTD. 8.10'
(VOLUME 4633, PAGE 257)
WILLIAMS - WINDER - KING
LOTS 9 -15
CALLED 24.76 ACRES
ZONED R -7
e
TIE INTO EXISTING 8" WATER
LINE & PROVIDE TAP FOR
DOMESTIC & IRRIGATION
SERVICES (BY CoCS) MOM=
1 -3/4" DOMESTIC METER
1 -3/4" IRRIGATION METER ® no 20
"X" MARKED
IN CONCRETE
PROJECT BENCHMARK
ELEV. = 100.07' (ASSUMED)
PRIVATE UTILITY NOTES:
1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE WATER AND SEWER LINES IN ACCORDANCE
WITH LOCAL CODES, LATEST NATIONAL PLUMBING CODE AND ALL APPLICABLE STATE AND LOCAL LAWS.
OTHER PRIVATE OR PUBLIC UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY COMPANY'S
SPECIFICATIONS. SHOULD THESE DRAWINGS AND SPECIFICATIONS DIFFER WITH OTHER UTILITY COMPANY'S
SPECIFICATIONS, THE STRICKER OF THE TWO SHALL APPLY.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY AND OBTAIN ALL REQUIRED PERMITS AND
INSPECTION APPROVALS FOR ALL WORK SHOWN.
3. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE SO THAT THE PLUMBING
RESTS ON UNDISTURBED EARTH. IF THE ABOVE IS NOT FEASIBLE, OR AT THE CONTRACTOR'S OPTION,
EXCAVATION SHALL BE MADE A MINIMUM OF SIX INCHES BELOW THE REQUIRED GRADE TO PROVIDE A SAND
BED FOR THE PIPING. BACKFILL OVER PIPING SHALL BE MADE WITH EARTH OR FILL SAND, FREE OF DEBRIS,
AND SHALL BE TAMPED BY HAND OR MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT UNDISTURBED
EARTH. ALL TRENCHING AND EXCAVATION SHALL BE DONE IN STRICT ACCORDANCE WITH CURRENT OSHA
REQUIREMENTS AND ALL OTHER APPLICABLE SAFETY CODES AND STANDARDS.
4. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISHED GRADES. WHERE PLUMBING
EXTENDS UNDER PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FROM THE BOTTOM OF THE
STRUCTURE.
5. UTILITY INSTALLATIONS IN NON- STRUCTURAL AREAS SHALL BE BACKFILLED WITH TYPE "D" BEDDING
REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS, WALKS, ETC...) THE UTILITIES
SHALL BE BACKFILLED WITH CEMEMT STABILIZED SAND.
SYMBOL & LINE LEGEND
-o-
CHAIN LINK FENCE
-
WOOD PRIVACY FENCE
-LIE
UNDERGROUND ELEC. LINE
3 T
OVERHEAD ELEC. LINE
-W-
WATER LINE
GENERAL UTILITY NOTES:
SEWER LINE
[I,
POWER POLE
A
LIGHT POLE
GUY WIRE ANCHOR
pA /c
4" STANDARD UT
D4wv
WATER VALVE
1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF THE EXISTING
WATER METER
®
(N5' FROM BUILDING) LDING)
®GM
GAS METER
UTILITIES, AS SHOWN ON THESE CONSTRUCTION PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY
MANHOLE
(n 3
CLEANOUT
-(!>FH
77' BUILDING SETBACK
COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE
TELEPHONE PEDESTAL
z M
BUILDING SETBACK LINE
- -- ----
PROPERTY LINE
RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL
EASEMENT LINE
P.U.E.
130 L.F. OF 6" PVC (SCH
P.A.E.
PRIVATE ACCESS EASEMENT
EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN
PRIVATE PARKING EASEMENT
in- W
40) SEWER SERVICE 0 )"
m
m
Go
ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANIES 48 HOURS
> r ;I'
PER FOOT SLOPE (MIN.
.��.
PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE CLIENT'S REPRESENTATIVE IF DESIGN
,-.
N z
z w w �_ �. y '
SLOPE) (24" MIN. COVER)
o
I r
CHANGES NEED TO BE MADE IN THE FIELD.
y
Q °d ! o 0 , Z Y�
CLASS II - COMPACT IN 6"
I I
CL m
(MAX) LIFTS TO 90%
m
W
UTILITY CONTACTS:
= = = =- == = = ==
� N ( w I �
STANDARD PROCTOR
OF PIPE
a
fe
COCS: ELECTRIC DIVISION - (979) 764 -3660
to
� { Q N � [ I�' z
"
KM CUSTOM
�
tG U) c t�A
`�' STATE FARM ARM
COCS: WATER & SEWER DIVISION - (979) 764 -3435
VERIZON: ARNOLD (979) 821
0-0
o0 3 c- o
OPTIMUM MOISTURE
o
JOHN - -4791
BEDDING
J J U)
o `w -
�` _ I' >
__
H
- __
w z
__ � _ ° ®®!! inn
IN OFFICE BUILDIN
_ TXU GAS:_ KIMBERLY_WINN _- .(979) 774 .-_ .
(4" MIN)
o'
D
D
COX COMMUNICATIONS: MIKE LAVENDER - (979) 846 -2229
EQUALLY
w I I
OFFICE BUILDING
PROVIDE UNIFORM SUPPORT
I • °'
TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344 -8377
PIPE
z 3
UP TO SPRING LINE
+12" (MIN)
\ -UN
in { iyy
(SINGLE STORY)
+24" (MAX)
cn
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE
CONCRETE PATCH
{
2,006 SQ.FT
15' COMMON AREA
LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR
Ii.
& P.U.E. (4354/162)
SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES
1
Y
OR SERVICE LINES WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION, OR BETTER, AND THIS MATERIAL
I
4" STANDARD CLEANOUT
AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE.
{
(N5' FROM BUILDING)
NOW OR FORMERLY
JAMES T. & PHYLLIS LYNN STUCKEY
3. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR ON -SITE UTILTIES AND IRRIGATION
EI
W (VOLUME 6494, PAGE 247)
SYSTEMS.
{' I
l {' y
ELECTRICAL METER - WALL
MOUNTED w /DISCONNECT SWITCH
3::
4. ALL EXCAVATION GREATER THAN FIVE (5) FEET IN DEPTH SHALL EMPLOY TRENCH SAFETY AND SHORING
a
200 AMP
z
LOT 8B, BLOCK D
IN ACCORDANCE WITH THESE PLANS, OSHA AND ANY OTHER GOVERNMENTAL STANDARDS.
Z ,
I '
240 VOLT (1 PHASE)
' ZONED C -1
5. THE CONTRACTOR SHALL CONTACT THE CITY'S OR UTILITIY COMPANIES INSPECTOR PRIOR TO CONNECTION
g
'
TO ANY EXISTING UTILITY.
20' BUI SETB
NEW 6' WALK 20' BUILDING SETBACK
I A/C PAD EX. 5' WALK
EXISTING ' NOW OR FORMERLY
FIRE HYDRANT CRAIG P. BROWNE
(VOLUME 4354, PAGE 162) 20' D.E. & E.E.
(590/269)
LOT 8A, BLOCK D
ZONED C -1
S 44' 57' 10" W - X 394
.7'
----0 HE----0 HE----0 HE--- -0HE--- -0HE--- -0HE--- -0HE - - - -0H -- -0HE - -- -0HE -- -0H ----0HE----0HE----0HE- - - - -
1/2" I.R. w /CAP
NOW OR FORMERLY S 44" 58' 10 W
OAK FOREST MOBILE HOME PARK, LTD. 8.10'
(VOLUME 4633, PAGE 257)
WILLIAMS - WINDER - KING
LOTS 9 -15
CALLED 24.76 ACRES
ZONED R -7
e
TIE INTO EXISTING 8" WATER
LINE & PROVIDE TAP FOR
DOMESTIC & IRRIGATION
SERVICES (BY CoCS) MOM=
1 -3/4" DOMESTIC METER
1 -3/4" IRRIGATION METER ® no 20
"X" MARKED
IN CONCRETE
PROJECT BENCHMARK
ELEV. = 100.07' (ASSUMED)
PRIVATE UTILITY NOTES:
1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE WATER AND SEWER LINES IN ACCORDANCE
WITH LOCAL CODES, LATEST NATIONAL PLUMBING CODE AND ALL APPLICABLE STATE AND LOCAL LAWS.
OTHER PRIVATE OR PUBLIC UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY COMPANY'S
SPECIFICATIONS. SHOULD THESE DRAWINGS AND SPECIFICATIONS DIFFER WITH OTHER UTILITY COMPANY'S
SPECIFICATIONS, THE STRICKER OF THE TWO SHALL APPLY.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY AND OBTAIN ALL REQUIRED PERMITS AND
INSPECTION APPROVALS FOR ALL WORK SHOWN.
3. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE SO THAT THE PLUMBING
RESTS ON UNDISTURBED EARTH. IF THE ABOVE IS NOT FEASIBLE, OR AT THE CONTRACTOR'S OPTION,
EXCAVATION SHALL BE MADE A MINIMUM OF SIX INCHES BELOW THE REQUIRED GRADE TO PROVIDE A SAND
BED FOR THE PIPING. BACKFILL OVER PIPING SHALL BE MADE WITH EARTH OR FILL SAND, FREE OF DEBRIS,
AND SHALL BE TAMPED BY HAND OR MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT UNDISTURBED
EARTH. ALL TRENCHING AND EXCAVATION SHALL BE DONE IN STRICT ACCORDANCE WITH CURRENT OSHA
REQUIREMENTS AND ALL OTHER APPLICABLE SAFETY CODES AND STANDARDS.
4. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISHED GRADES. WHERE PLUMBING
EXTENDS UNDER PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FROM THE BOTTOM OF THE
STRUCTURE.
5. UTILITY INSTALLATIONS IN NON- STRUCTURAL AREAS SHALL BE BACKFILLED WITH TYPE "D" BEDDING
REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS, WALKS, ETC...) THE UTILITIES
SHALL BE BACKFILLED WITH CEMEMT STABILIZED SAND.
SYMBOL & LINE LEGEND
-o-
CHAIN LINK FENCE
-
WOOD PRIVACY FENCE
-LIE
UNDERGROUND ELEC. LINE
- OHE -
OVERHEAD ELEC. LINE
-W-
WATER LINE
-S-
SEWER LINE
0
POWER POLE
A
LIGHT POLE
GUY WIRE ANCHOR
pA /c
AIR COND. COMP.
D4wv
WATER VALVE
®wM
WATER METER
®
ELECTRICAL TRANSFORMER
®GM
GAS METER
QMH
MANHOLE
oc -0-
CLEANOUT
-(!>FH
FIRE HYDRANT
®n'
TELEPHONE PEDESTAL
- - -
BUILDING SETBACK LINE
- -- ----
PROPERTY LINE
- - - - - --
EASEMENT LINE
P.U.E.
PUBLIC UTILITY EASEMENT
P.A.E.
PRIVATE ACCESS EASEMENT
P.P.E.
PRIVATE PARKING EASEMENT
D.E.
DRAINAGE EASEMENT
E.E.
ELECTRICAL EASEMENT
PARKING REQUIREMENTS:
ORDINANCE:
OFFICE:
1 SPACE / 250 S.F.
REQUIRED:
KM CUSTOM HOMES =
2,006 SQ.FT.
2,006 / 250 = 8 SPC.
STATE FARM =
2,200 SQ.FT.
2,200 / 250 = 9 SPC.
GOLDEN KEYS =
2,200 SQ.FT.
2,200 / 250 = 9 SPC.
TOTAL REQUIRED = 26 SPC.
PROVIDED:
29 STANDARD SPACES
2 VAN H/C SPACES
TOTAL PROVIDED = 31 SPC.
A
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TYPE I
CONCRETE CURB & GUTTER
N.T.S.
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PRIMETO
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TYPE AVG. FLOW
SEWER �gpd) 5,760 23,040
WATER gpm) 4>-
IRRIGATION (cp 30
PROJECT BENCHMARK
(ASSUMED) ELEV= 100.07'
MARKED "X" IN CONCRETE
DRIVEWAY AT THE NORTHEAST
CORNER OF SUBJECT PROPERTY
CURB NOTE: EXPANSION JOINTS TO BE PLACED AT 60'
INTERVALS AND AT ALL RADIUS POINTS, P.C.'s, P.T.'s.
CONSTRUCTION JOINTS SHALL BE PLACED AT 20'
INTERVALES.
f" R
#4 BARS @
12" O.C.E. W.
#4 DOWELS 4,000 PSI CONCRETE
(18" LONG) 28 DAYS
® 18" O.C. SAW CUT
(ALL SIDES)
R ABON a
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M ETCALF `
ENGINEERING
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL,: rmengineer @verizon.net
OFFICE - (979) 690 -0329
FAX - (979) 690 -0329
CELL - (979) 219 -4174
DESIGNER
KISSINGER - DRAFTING & DESIGN
4,348 CARTER CREEK PRKWY, STE. 103
BRYAN, TX 77802
OFF: (979) 268 -3848
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CLIENT INFORMATION
KM CONSTRUCTION
c/o KENNY MELESKY
426 TARROW, SUITE 10
COLLEGE STATION, TX 77840
OFF: (979) 587 -2275
FAX: (979) 846 -5589
FILENAME: 0254SP1 SCALE: 1 " =10'
ISSUED DATE: MAY 17, 2005
DRAWN BY: R.A.M.
CHECKED BY: R.A.M.
FIELD BOOK: 4 1 PAGES: N/A
RABON METCALF ENGINEERING
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(MAX) LIFTS TO 90%
SPRING LINE
-_
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= = = =- == = = ==
O•D• ` == == = == == = =
STANDARD PROCTOR
OF PIPE
DENSITY 0 0 TO +4% OF
OPTIMUM MOISTURE
- --
BEDDING
CONTENT -WORK IN
(4" MIN)
AROUND PIPE BY HAND TO
EQUALLY
PROVIDE UNIFORM SUPPORT
SPACED
PIPE
O.D.
UP TO SPRING LINE
+12" (MIN)
\ -UN
+24" (MAX)
D ISTURBED SOIL
CONCRETE PATCH
N.T.S.
R ABON a
`f.
M ETCALF `
ENGINEERING
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL,: rmengineer @verizon.net
OFFICE - (979) 690 -0329
FAX - (979) 690 -0329
CELL - (979) 219 -4174
DESIGNER
KISSINGER - DRAFTING & DESIGN
4,348 CARTER CREEK PRKWY, STE. 103
BRYAN, TX 77802
OFF: (979) 268 -3848
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KM CONSTRUCTION
c/o KENNY MELESKY
426 TARROW, SUITE 10
COLLEGE STATION, TX 77840
OFF: (979) 587 -2275
FAX: (979) 846 -5589
FILENAME: 0254SP1 SCALE: 1 " =10'
ISSUED DATE: MAY 17, 2005
DRAWN BY: R.A.M.
CHECKED BY: R.A.M.
FIELD BOOK: 4 1 PAGES: N/A
RABON METCALF ENGINEERING
CLIENT NO. PROJECT N0. LH (� /�� jgg�
189 --- 0254 _�
V
SHEET NO. 1 OF 3
NOW OR FORMERLY
ASHORD SQUARE
DOSS CREEK RANCH, L.P. LOT 2,3,5,6, BLOCK B
(VOLUME 4300, PAGE 211) ZONED C -1
H - /
FIRE LANE FIRE LANE MOM=
w w w -- w -- w -- w -- w -® w wu® - w w
-�
- w -- w- w w -- w -- w -- w
�'- EXISTING 8
24' P.A.E. WATER LINE
OCAII.tas Il" • Ilm'
(590, 269) -
S 45' 22' 46" E - 48.00'
EXISTING 8"
SANITARY SEWER
- ss - - - - ss- -- ss-- - -ss -
FIRE LANE - - ss- --- ss - - - - ss --- ss - - - - ss - -
- -ss �- -- ss - - - - ss - - - - ss -
--
FIRE LANE' FIRE LANE
32' P.U.E.
(590/269)
i
i
i I
65' P.P.E. L PARKING ROW & RAMP
(4354/163) MOLISH & REMOVE ING RAMP & HANDRAIL
EQUIRED & REPLACE
T r
v
1 .00'
o ELECTRICAL METER - WALL
MOUNTED w /DISCONNECT SWITCH
'
1 COMMON AF EA I 200 AMP
P.U.E. (4M4/163)
240 VOLT (1 PHASE
- 77' BUILDING •SETBACK
77' BUILDING SETBACK 77' BUILDING ETBACK NEW 6' WALK
EX. 6' WALK
3 -4" PVC CONDUIT (GREY)
w /PULL STRING FOR ELECTRIC
SERVICE (24" MIN. COVER &
MAINTAIN MIN. SEPARATION
w /OTHER UTILITIES) -AS REQUIRED
XISTI G ELECTRICAL
KM CUSTOM
STUB UT
HOMES I. m
TC CUSTOM °I
OFFICE BUILDING
HOMES 0
� 0 E �
(SINGLE STORY)
1,920 SQ.FT.
m Fa,
w I 10
LO 0
P
4- _
0P �O z I in °)�Q
� G
4 -BAY BICYCLE
m . �,F° RACK, SEE CIVIL
to
SITE NOTE #8
15' COMMON AREA I �P
& P.U.E. (4354/163) I 15' COMMON AREA
& P.U.E. (4354/163)
33.00'
15 BUILDING SETBACK
_ 15' BUi ING ETB
15' BUILDING SETBAtK J 3
\ I A/C PAD I I
\� I L_I_ - -w - w-- w- -w - -w-
�� - w- w -- w -- w -- w- y w -- w- w -- w w- w- w
C.D. - - ss - -ss - - - -ss - - ss - - - - - - -ss - - -ss _ - -ss - _ i ss - -
�. L AN
FIRE LAM -- --- •=-- -_ "'.' - FlRE
EXISTING 6 N 46' 56' 35 " W - 48 LAY OF HOSE -220'
SANITARY SEWER ] FROM FROM THIS CORNER TO NEAREST -- t
SERVICE LINE 6 PVC (SDR -26 Cl 60) FIRE HYDRANT
SANITARY SEWER SERIVCE
EXISTING 2" PVC @ 1/8 PER FOOT TIE INTO EXISTING 2" WATER
PRIVATE WATER SERVICE (MIN -AS REQUIRED LINE & PROVIDE TAP FOR
(LOT 3A)
TIE INTO EXISTING 6" DOMESTIC & IRRIGATION
PRIVATE SANITARY SEWER SERVICES & FUTURE
w /4" STANDARD CLEANOUT CONNECTSION FOR LOT 3C
(BY COCS)
NOW OR FORMERLY
SENDERO COMMERCIAL INVESTMENTS -60 L.F. OF 1" TYPE K 1 -3/4" DOMESTIC METER
(VOLUME 5291 PAGE 172) COPPER WATER SERVICE 1 -3/4" IRRIGATION METER ( z
(24" MIN. COVER) - a
CV ) ui
PARK PLACE - w w - - w - - w - 1_ w 1"
LOT 1, BLOCK 1 -
m
ZONED C -1 WATER & IRRIATION METER (LOT 3A a 3
_ I m
_ _a
2" PRV. WATER SERVICE w w I m
SYMBOL
-0-
& LINE LEGEND
CHAIN LINK. FENCE
-p-- '
WOOD PRIVACY FENCE
-jE-
UNDERGROUND ELEC. LINI
- OHE -
OVERHEAD ELEC. LINE
-w-
WATER LINE
-s-
SEWER LINE
0
POWER POLE
9
LIGHT POLE
J
GUY WIRE ANCHOR
CIA /c
AIR COND. COMP.
MWV
WATER VALVE
®wM
WATER METER
®
ELECTRICAL TRANSFORME
®GM
GAS METER
OMl+
MANHOLE
oc.o.
CLEANOUT
'0
FIRE HYDRANT
®1'
TELEPHONE PEDESTAL
- - -
BUILDING SETBACK LINE
- - -- --
PROPERTY LINE
- - - - - --
EASEMENT LINE
P.U.E.
'PUBLIC UTILITY EASEMEN
P.A.E.
PRIVATE ACCESS EASEMEN"
P.P.E.
PRIVATE PARKING EASEMEN
D.E.
DRAINAGE EASEMENT
E.E.
ELECTRICAL EASEMENT
UTILITY DEMAND PEAK
TYPE AVG. FLOW
SEWER (gpd) 5,760 23,040
WATER (gpm) 4 16
IRRIGATION (gpm) 15 15
NOTE
1. PEAK WATER SHALL BE
DETERMINED BY THE BUILDING
CODE - FIXTURE COUNT METHOD
FOR THIS RESTAURANT
DEVELOPMENT.
2. SANITARY SEWER PEAK FLOW
IS BASED UPON THE CALCULATED
PEAK WATER DEMAND AND A
16 -HOUR USAGE PER DAY.
3. IRRIGATION DEMAND IS THE
PEAK DEMAND AND IS AN
ESTIMATE AND SHOULD BE
VERIFIED BY THE IRRIGATOR.
COMPLIANCE
SEP 1 2 20055
COLLEGE STATION
ENGINEERING
EVAlM
t�RT1F'�CAT!
REQUID
99 +1'
❑ +T
❑ +7
❑ +C
❑ NOT REQUIRED
�I
PARKING REQUIREMENTS:
ORDINANCE:
OFFICE:
1 SPACE / 250 S.F.
REQUIRED:
TC CUSTOM HOMES = 9 SPACES
2,044 SQ.FT.
KM CUSTOM HOMES = 9 SPACES
1,920 SQ.FT.
LOT 3C (MAX)= 9 SPACES
2,200 SQ.FT.
TOTAL = 27 SPC.
PROV
21 STANDARD SPACES''
2 VAN H/C SPACES
TOTAL PROVIDED = 23:SPC.
NOT : THE 4 PARKING SPACE
SHORTFALL CAN BE CONSTRUCTED
ON LOT 3C.
RABON
M ETCALF
E NGINEERING
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL: rmengineer@verizon.net
OFFICE ; (979) 690 -0329
FAX = (979) 690 -0329
CELL - (979) 219 -4174
DESIGNER
KISSINGER - DRAFTING & DESIGN
4348 CARTER CREEK PRKWY, STE. 103
BRYAN. , TX 77802
OFF (979) 268 -3848
LANDOWNER
BAKER & CARNES INVESTMENTS, LLC
230. SOUTHWEST PARKWAY E, SUITE 106
COLLEGE STATION, TX 77840
SUBSTANTIALLY
COMPLETE
ISSUED FOR
CONSTRUCTION
9109105
�E OF TE
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/ ..... ..... ..... .... .../
5 00
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Q
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7SPACSO(9'2)
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00
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APPROXIMATE
PARKING LAYOUT W ATER METER
SCALE: 1"=20' LOCATIONS
WN
D
U
I
I
CLIENT INFORMATION .
KM CONSTRUCTION
c/o KENNY MELESKY
426 TARROW, SUITE 10
COLLEGE STATION, TX 77840
/ \ co OFF: (979) 587 -2275
o Lu
S) C? FAX: (979) 846 -5589
s
0
N CA) FILENAME: 0254SP1 R4 SCALE: 1 " =10'
W T-1 t� Cn a ORIGINAL. SUBMISSION: AUG. 8, 2005
DRAWN BY: R.A.M.
Q �
ui �w O CHECKED BY: R.A.M.
C� FIELD BOOK: 4/5 PAGES: 68- 70,20 -22
W RABON METCALF ENGINEERING
CLIENT NO. PROJECT NO.
189 - 0254
SHEET NO. 1 OF 4
CIVIL SITE NOTES:
1. CONSTRUCTION IMPROVEMENTS FOR THIS SITE IS ALSO CONTAINED ON SHEETS:
C1.2 - GRADING, DRAINAGE, EROSION CONTROL & PAVING PLAN
C1.3 - LANDSCAPING PLAN
2. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND
OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS.
3. THIS SITE DOES NOT LIE WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED BY F.E.M.A. FIRM
COMMUNITY PANEL NO. 48041 0144C, WITH AN EFFECTIVE DATE . OF JULY 2, 1992.
4. ALL ROOF & 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 FEET OF THE SUBJECT
LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE
BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
5. DESIGNATED PARKING SPACES, WALKS & RAMPS SHALL MEET ALL ADA, TAS, AND ANSI STANDARDS.
6. SOLID WASTE SHALL BE DISPOSED OF BY A ROLL -OFF CONTAINER.
7. LOTS 3A, 3B, & 3C, BLOCK A OF THE ASHFORD SQUARE SUBIDIVSION ARE COVERED BY A PRIVATE PARKING
AND ACCESS AGREEMENT (VOL. 6918, PG. 193).
8. THE BICYCLE RACK SHALL BE LOCATED ON THE SIDEWALK IN POSITION SO AS NOT TO OBSTRUCT PEDESTRIAN MOVEMENT
WIDE PATH MINIMUM). AND SO THAT THERE IS A PARKING CLEAR AREA, LOCATED ON PAVEMENT, OF 3' FEET IN ANY DIRECTION.
THE BICYCLE RACK SHALL BE CONSTRUCTED SO AS TO ENABLE THE USER TO SECURE A BICYCLE BY LOCKING THE FRAME AND ONE
WHEEL OF EACH BICYCLE PARKED THEREIN. THE BICYCLE RACK MUST PROVIDE EASY USABILITY OF BOTH U -LOCKS AND CABLE
LOCKS AND SUPPORT THE BICYCLE FRAME AT TWO POINTS. THE BICYCLE RACK SHALL BE ANCHORED SECURELY TO THE GROUND.
9. SEE DETAIL SHEET C2.1 FOR SITE &' UTILITY DETAILS.
DIMENSIONAL CONTROL NOTES:
1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE - SITE PLAN FOR CONSTRUCTION PURPOSES. THE
ELECTRONIC FILE AND INFORMATION GENERATED, BY RABON METCALF ENGINEERING (RME), FOR THIS PROJECT IS
CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED ITS USE IS INTEND SOLELY FOR THE INDIVIDUAL OR
ENTITY TO WHICH IT IS ADDRESSED. DISTRIBUTION OF THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT
NAMED, ONLY, AND 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 ITS PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED
THROUGH ITS USE. THE RECIPIENT ALSO UNDERSTAND AND AGREES THAT RME,
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.
2. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB.
3. UNLESS OTHERWISE SPECIFIED, ALL RADIUS ARE 4'0" ALONG THE BACK OF CURB.
DEMOLITION NOTES:
1. DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORKED CONTAINED ON THESE
PLANS, BUT SHALL NOT BE LIMITED TO THE ITEMS SPECIFICALLY IDENTIFIED. ANY MATERIALS TO BE DEMOLISHED OR
CLEARED SHALL BE COMPLETELY REMOVED AND DISPOSED OF. THIS WORK WILL NOT ONLY CONSIST OF
GROUND ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT LIMITED TO: TREE ROOTS, FOUNDATION
SYSTEMS, OLD PIPES, ETC... THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ADDITIONAL ITEMS THAT
REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK WITH
THE OWNER & ARCHITECT TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES AND SUCH
SEQUENCE AND STAGING OF WORK SHALL BE APPROVED BY THE DEVELOPER PRIOR TO COMMENCEMENT OF WORK.
3. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE.
4.. PRIOR TO. L DEMOLITION WORK OF AL DEMOLI PERMIT THE CONTRACTOR TY OF COLLEGE STATION, AND ASB
AL 0 OTHER PERMITS
A BUILDINGS TO BE REMOVED,
OR AUTHORIZATION FOR WORK STIPULATED BY LOCAL, STATE OR FEDERAL LAW.
GENERAL UTILITY NOTES:
1. THE 2005 B /CS TECHNICAL SPECIFICATION AND STANDARD DETAILS ARE ISSUED FOR THIS PROJECT AND SHALL
GOVERN FOR THE INSTALLATION OF ALL PUBLIC ITEMS.
2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF THE EXISTING
UTILITIES, AS SHOWN ON THESE CONSTRUCTION PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES
AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS
BEING EXACT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILI TY TO AVOID AL EXISTING UTILITIES AND
REPAIR ANY DAMAGED LINES AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE
CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANIES 48 HOURS PRIOR TO ANY EXCAVATION. THE
CONTRACTOR SHALL ALSO NOTIFY THE CLIENT'S REPRESENTATIVE IF DESIGN CHANGES NEED TO BE MADE IN THE
FIELD.
UTILITY CONTACTS:
COCS: ELECTRIC DIVISION - (979) 764 -3660
COCS: WATER & SEWER DIVISION - (979) 764 -3435
VERIZON: JIM SERVANT - (979) 821 -4791
ATMOS ENERGY. KIMBERLY WINN - (979) 774 -2506
COX COMMUNICATIONS: MIKE LAVENDER - (979) 846 -2229
TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344 -8377
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF AL 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
LINES WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION, OR BETTER, AND THIS MATERIAL AND WORK SHALL
BE AT THE CONTRACTOR'S OWN EXPENSE.
4. THE CONTRACTOR SHALL COORDINATE AL SLEEVING REQUIRED FOR ON -SITE U11LTIES AND IRRIGATION SYSTEMS.
5. ALL EXCAVATION GREATER THAN FIVE (5) FEET IN DEPTH SHALL EMPLOY TRENCH SAFETY AND SHORING IN
ACCORDANCE WITH THESE PLANS, OSHA AND ANY OTHER GOVERNMENTAL STANDARDS.
6. THE CONTRACTOR SHALL CONTACT THE CITY'S OR U11LI11Y COMPANIES INSPECTOR PRIOR TO CONNECTION TO
ANY EXISTING UTILITY.
PRIVA
1. THE CONTRACTOR SHAH INSTALL THE PROPOSED PRIVATE WATER AND SEWER LINES IN ACCORDANCE WITH
LOCAL CODES, LATEST NATIONAL PLUMBING CODE AND ALL APPLICABLE STATE AND LOCAL LAWS. OTHER PRIVATE
OR PUBLIC UTILITIES SHAH BE INSTALLED IN ACCORDANCE WITH THE UTILITY COMPANY'S SPECIFICATIONS. SHOULD
THESE DRAWINGS AND SPECIFICATIONS DIFFER WITH OTHER UTILITY COMPANY'S SPECIFICATIONS, THE STRICKER OF
THE TWO SHALL APPLY.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY AND OBTAIN ALL REQUIRED PERMITS AND
INSPECTION APPROVALS FOR ALL WORK SHOWN.
3. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE SO THAT THE PLUMBING RESTS
ON UNDISTURBED EARTH. IF THE ABOVE IS NOT FEASIBLE, OR AT THE CONTRACTOR'S OPTION, EXCAVATION SHALL
BE MADE A MINIMUM OF SIX INCHES BELOW THE REQUIRED GRADE TO PROVIDE A SAND BED FOR THE PIPING.
BACKFILL OVER PIPING SHALL BE MADE WITH EARTH OR FILL SAND, FREE OF DEBRIS, AND SHALL BE TAMPED BY
HAND OR MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT UNDISTURBED EARTH. ALL TRENCHING AND
EXCAVATION SHALL BE DONE IN STRICT ACCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALL OTHER
APPLICABLE SAFETY CODES AND STANDARDS.
4. MINIMUM BURY OR COVER S PECIFIED BE MEASURED FROM F INISHED
THE BOTTOM OF WHERE EXTENDS
UNDER PAVEMENT, THE BURY OR COVER SHALL
5. UTILITY INSTALLATIONS IN NON- STRUCTURAL AREAS SHALL BE BACKFILLED WITH TYPE "D" BEDDING
REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS, WALKS, ETC...) THE UTILITIES SHALL BE
BACKFILLED WITH CEMEMT STABILIZED SAND.
A MINIMUM OF
4 SPACES
REQUIRED
AT LOT 3C
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PARKING LAYOUT W ATER METER
SCALE: 1"=20' LOCATIONS
WN
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I
I
CLIENT INFORMATION .
KM CONSTRUCTION
c/o KENNY MELESKY
426 TARROW, SUITE 10
COLLEGE STATION, TX 77840
/ \ co OFF: (979) 587 -2275
o Lu
S) C? FAX: (979) 846 -5589
s
0
N CA) FILENAME: 0254SP1 R4 SCALE: 1 " =10'
W T-1 t� Cn a ORIGINAL. SUBMISSION: AUG. 8, 2005
DRAWN BY: R.A.M.
Q �
ui �w O CHECKED BY: R.A.M.
C� FIELD BOOK: 4/5 PAGES: 68- 70,20 -22
W RABON METCALF ENGINEERING
CLIENT NO. PROJECT NO.
189 - 0254
SHEET NO. 1 OF 4
CIVIL SITE NOTES:
1. CONSTRUCTION IMPROVEMENTS FOR THIS SITE IS ALSO CONTAINED ON SHEETS:
C1.2 - GRADING, DRAINAGE, EROSION CONTROL & PAVING PLAN
C1.3 - LANDSCAPING PLAN
2. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND
OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS.
3. THIS SITE DOES NOT LIE WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED BY F.E.M.A. FIRM
COMMUNITY PANEL NO. 48041 0144C, WITH AN EFFECTIVE DATE . OF JULY 2, 1992.
4. ALL ROOF & 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 FEET OF THE SUBJECT
LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE
BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
5. DESIGNATED PARKING SPACES, WALKS & RAMPS SHALL MEET ALL ADA, TAS, AND ANSI STANDARDS.
6. SOLID WASTE SHALL BE DISPOSED OF BY A ROLL -OFF CONTAINER.
7. LOTS 3A, 3B, & 3C, BLOCK A OF THE ASHFORD SQUARE SUBIDIVSION ARE COVERED BY A PRIVATE PARKING
AND ACCESS AGREEMENT (VOL. 6918, PG. 193).
8. THE BICYCLE RACK SHALL BE LOCATED ON THE SIDEWALK IN POSITION SO AS NOT TO OBSTRUCT PEDESTRIAN MOVEMENT
WIDE PATH MINIMUM). AND SO THAT THERE IS A PARKING CLEAR AREA, LOCATED ON PAVEMENT, OF 3' FEET IN ANY DIRECTION.
THE BICYCLE RACK SHALL BE CONSTRUCTED SO AS TO ENABLE THE USER TO SECURE A BICYCLE BY LOCKING THE FRAME AND ONE
WHEEL OF EACH BICYCLE PARKED THEREIN. THE BICYCLE RACK MUST PROVIDE EASY USABILITY OF BOTH U -LOCKS AND CABLE
LOCKS AND SUPPORT THE BICYCLE FRAME AT TWO POINTS. THE BICYCLE RACK SHALL BE ANCHORED SECURELY TO THE GROUND.
9. SEE DETAIL SHEET C2.1 FOR SITE &' UTILITY DETAILS.
DIMENSIONAL CONTROL NOTES:
1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE - SITE PLAN FOR CONSTRUCTION PURPOSES. THE
ELECTRONIC FILE AND INFORMATION GENERATED, BY RABON METCALF ENGINEERING (RME), FOR THIS PROJECT IS
CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED ITS USE IS INTEND SOLELY FOR THE INDIVIDUAL OR
ENTITY TO WHICH IT IS ADDRESSED. DISTRIBUTION OF THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT
NAMED, ONLY, AND 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 ITS PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED
THROUGH ITS USE. THE RECIPIENT ALSO UNDERSTAND AND AGREES THAT RME,
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.
2. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB.
3. UNLESS OTHERWISE SPECIFIED, ALL RADIUS ARE 4'0" ALONG THE BACK OF CURB.
DEMOLITION NOTES:
1. DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORKED CONTAINED ON THESE
PLANS, BUT SHALL NOT BE LIMITED TO THE ITEMS SPECIFICALLY IDENTIFIED. ANY MATERIALS TO BE DEMOLISHED OR
CLEARED SHALL BE COMPLETELY REMOVED AND DISPOSED OF. THIS WORK WILL NOT ONLY CONSIST OF
GROUND ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT LIMITED TO: TREE ROOTS, FOUNDATION
SYSTEMS, OLD PIPES, ETC... THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ADDITIONAL ITEMS THAT
REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK WITH
THE OWNER & ARCHITECT TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES AND SUCH
SEQUENCE AND STAGING OF WORK SHALL BE APPROVED BY THE DEVELOPER PRIOR TO COMMENCEMENT OF WORK.
3. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE.
4.. PRIOR TO. L DEMOLITION WORK OF AL DEMOLI PERMIT THE CONTRACTOR TY OF COLLEGE STATION, AND ASB
AL 0 OTHER PERMITS
A BUILDINGS TO BE REMOVED,
OR AUTHORIZATION FOR WORK STIPULATED BY LOCAL, STATE OR FEDERAL LAW.
GENERAL UTILITY NOTES:
1. THE 2005 B /CS TECHNICAL SPECIFICATION AND STANDARD DETAILS ARE ISSUED FOR THIS PROJECT AND SHALL
GOVERN FOR THE INSTALLATION OF ALL PUBLIC ITEMS.
2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF THE EXISTING
UTILITIES, AS SHOWN ON THESE CONSTRUCTION PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES
AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS
BEING EXACT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILI TY TO AVOID AL EXISTING UTILITIES AND
REPAIR ANY DAMAGED LINES AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE
CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANIES 48 HOURS PRIOR TO ANY EXCAVATION. THE
CONTRACTOR SHALL ALSO NOTIFY THE CLIENT'S REPRESENTATIVE IF DESIGN CHANGES NEED TO BE MADE IN THE
FIELD.
UTILITY CONTACTS:
COCS: ELECTRIC DIVISION - (979) 764 -3660
COCS: WATER & SEWER DIVISION - (979) 764 -3435
VERIZON: JIM SERVANT - (979) 821 -4791
ATMOS ENERGY. KIMBERLY WINN - (979) 774 -2506
COX COMMUNICATIONS: MIKE LAVENDER - (979) 846 -2229
TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344 -8377
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF AL 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
LINES WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION, OR BETTER, AND THIS MATERIAL AND WORK SHALL
BE AT THE CONTRACTOR'S OWN EXPENSE.
4. THE CONTRACTOR SHALL COORDINATE AL SLEEVING REQUIRED FOR ON -SITE U11LTIES AND IRRIGATION SYSTEMS.
5. ALL EXCAVATION GREATER THAN FIVE (5) FEET IN DEPTH SHALL EMPLOY TRENCH SAFETY AND SHORING IN
ACCORDANCE WITH THESE PLANS, OSHA AND ANY OTHER GOVERNMENTAL STANDARDS.
6. THE CONTRACTOR SHALL CONTACT THE CITY'S OR U11LI11Y COMPANIES INSPECTOR PRIOR TO CONNECTION TO
ANY EXISTING UTILITY.
PRIVA
1. THE CONTRACTOR SHAH INSTALL THE PROPOSED PRIVATE WATER AND SEWER LINES IN ACCORDANCE WITH
LOCAL CODES, LATEST NATIONAL PLUMBING CODE AND ALL APPLICABLE STATE AND LOCAL LAWS. OTHER PRIVATE
OR PUBLIC UTILITIES SHAH BE INSTALLED IN ACCORDANCE WITH THE UTILITY COMPANY'S SPECIFICATIONS. SHOULD
THESE DRAWINGS AND SPECIFICATIONS DIFFER WITH OTHER UTILITY COMPANY'S SPECIFICATIONS, THE STRICKER OF
THE TWO SHALL APPLY.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY AND OBTAIN ALL REQUIRED PERMITS AND
INSPECTION APPROVALS FOR ALL WORK SHOWN.
3. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE SO THAT THE PLUMBING RESTS
ON UNDISTURBED EARTH. IF THE ABOVE IS NOT FEASIBLE, OR AT THE CONTRACTOR'S OPTION, EXCAVATION SHALL
BE MADE A MINIMUM OF SIX INCHES BELOW THE REQUIRED GRADE TO PROVIDE A SAND BED FOR THE PIPING.
BACKFILL OVER PIPING SHALL BE MADE WITH EARTH OR FILL SAND, FREE OF DEBRIS, AND SHALL BE TAMPED BY
HAND OR MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT UNDISTURBED EARTH. ALL TRENCHING AND
EXCAVATION SHALL BE DONE IN STRICT ACCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALL OTHER
APPLICABLE SAFETY CODES AND STANDARDS.
4. MINIMUM BURY OR COVER S PECIFIED BE MEASURED FROM F INISHED
THE BOTTOM OF WHERE EXTENDS
UNDER PAVEMENT, THE BURY OR COVER SHALL
5. UTILITY INSTALLATIONS IN NON- STRUCTURAL AREAS SHALL BE BACKFILLED WITH TYPE "D" BEDDING
REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS, WALKS, ETC...) THE UTILITIES SHALL BE
BACKFILLED WITH CEMEMT STABILIZED SAND.
A MINIMUM OF
4 SPACES
REQUIRED
AT LOT 3C
Z
0
I U
0' P.U.E.
I
4
Y .
ASHORD SQUARE
LOT 2,3,5,6, BLOCK B
I m 11
/
MOM=
M
S 45' 22' 46" E - 48.00 n • n -
43 a
\
� I
ro
MATCH EXISTING
PAVEMENT FLUSH & TIE
w / #4 DOWELS 0 24 O.C.
\� & THICKENED EDGE
6" THICK CONCRETE o6
PAVEMENT w / #3 BARS 0
12" O.C.E.W.
f /P=101.72
TIE /
TIE NEW 6' SIDEWALK TO ,k
EXIST. 6' RAMP FLUSH ,; ; MONOLITHIC CURB 0
w / #4 DOWELS 0 24" O.C. 6' SIDEWALK
T/C 102.35
T/P 102.35 T/C= 102.50
�o
1 °� I ' 1o ti 1 ° ti p
EX. 6' WALK
TIC CUSTOM
HOMES
F. Fe"105.00
LOT 3A, BLOCK A
70 L.F. -3' WIDE
CONCRETE PILOT
CHANNEL 0 0.50% SLOPE
5 L.F. OF 2 -6 "0 PVC
PIPE 0 0.80% SLOPE
FL (IN)= 101.50
103.
SAW CUT 12" WIDE OPENING AT
CURB & EXTEND DISCHARGE PIPES
TO FLOWLINE OF PAVEMENT
to
I
w
M
d
m
FL =101
3
, A
1
CONCRETE
PILOT CHANNEL
d
C.O.
SF SF SF SF SF
35" W - 48.02' EXISTS SIDEWALK
w / #
24" DOWELS 0 24" O.C.
OP BERM = 102.50
�----- - - - --- --
2 -6 "0 PVC
DRAIN LINE 0 Al
0.80% SLOPE
SAW CUT 0 12" WIDE
PORTION OF CURB
GRADING NOTES:
1. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 1.00%
SLOPE SO THAT NO PONDING OCCURS.
2. UNLESS OTHERWISE SPECIFIED UNPAVED AREAS SHALL DRAIN AWAY FROM BUILDINGS AT
A MINIMUM SLOPE OF 1.00% OR SO THAT THE PERIMETER CURB IS 6" LOWER THAN THE
FINISH FLOOR.
3. FINISH GRADE ADJACENT TO CURBING OR SIDEWALKS SHALL BE BELOW THE TOP OF
CONCRETE AND IN LANDSCAPING AREAS, 2" BELOW.
4. WHEN GRADES FOR TOP OF CURB AND GUTTER FLOWLINE DIFFER THE SLOPES SHOWN ARE
FOR THE GUTTER FLOWLINE.
5. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB HEIGHT IS 6" UNLESS
OTHERWISE SPECIFIED.
6. THE CONTRACTOR SHALL INSURE THAT ALL ENTRANCES AND ACCESSIBLE PATHS, TO AND
FROM THE BUILDING, TO DESIGNATED H/C PARKING SPACES MEET ALL TEXAS ACCESSIBILITY
CODES AND ADA STANDARDS.
7. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR
ADJUSTMENTS TO ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO
MATCH EXISTING GROUND ELEVATIONS & STRUCTURES.
8. SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 3:1 (MAXIMUM) UNLESS OTHERWISE
SPECIFIED.
EROSION CONTROL: NOTES
1. THE SITE SUPERINTENDENT, OR HIS REPRESENTATIVE, SHALL MAKE A VISUAL INSPECTION
OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY
AFTER A RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY
FUNCTIONING. ANY DAMAGED CONTROLS SHALL BE REPAIRED PRIOR TO THE END OF THE
WORK DAY, INCLUDING RE- SEEDING AND MULCHING OR RE- SODDING, IF NECESSARY.
2. 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 THE SEDIMENT LEVEL REACHES 25% CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY
SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL.
3. SEDIMENT FENCE, HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL
CONTROL ALL STORM WATER LEAVING THE SITE.
4. THE CONTRACTOR SHALL POST A CONSTRUCTION SITE NOTICE, VISIBLE FROM THE PUBLIC
RIGHT-OF-WAY.
5. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIOR TO
COMMENCEMENT OF WORK AND A NOTICE OF TERMINATION AT THE COMPLETION OF THE
PROJECT TO. THE TCEQ.
6. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE
SITE HAS BEEN SEEDED AND /OR SODDED, AND GROUND COVER HAS TAKEN ROOT.
7. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL
DISTURBED AREAS ARE STABILIZED. DESIGNATED AREAS SHALL BE BLOCK SODDED, AND ALL
OTHER AREAS DISTURBED DUE TO CONSTRUCTION SHALL BE HYDRO- MULCHED SEEDED.
THESE STABILIZED AREAS SHALL BE SODDED OR SEEDED, FERTILIZED, AND WATERED TO
ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR IF ACTIVITY CEASES
FOR MORE THAN 14 DAYS.
PAVING NOTES:
THE PAVEMENT SYSTEM SHOWN WHERE NOT DESIGNED WITH THE AID OF A GEOTECNHICAL
INVESTIGATION AND RECOMMENDATIONS, BUT BASED ON MINIMUM CITY STANDARDS AND
HISTORICAL SOIL PROPERTIES TYPICAL OF THIS REGION. DUE TO THE HIGH PLASTIC SOILS
WITHIN THIS AREA SOME MINOR DIFFERENTIAL MOVEMENT MAY STILL OCCUR DUE TO
SEASONAL SOIL MOISTURE VARIATIONS.
A. SUBGRADE;
1. EXISTING TREES AND STUMPS SHALL BE GRUBBED AND REMOVED. VEGETATION SHALL BE
REMOVED AND THE TOP 6" OF TOP SOIL SHALL BE STRIPPED FROM THE AREAS COVERED BY
THE PROPOSED IMPROVEMENTS.
2. STRUCTURAL AREAS SHALL BE PROOF- ROLLED AND, IF REQUIRED AT THE TIME OF
CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE
ENGINEER. MITIGATION OF WEAK AREAS MAY INCLUDE OVER EXCAVATION AND BACKFILLING,
REPROCESSING TO REMOVE MOISTURE, MODIFICATION WITH LIME OR CEMENT ADMIXTURE, OR
USING GEOTEXTILES.
3. ANY FILL SOIL SHALL BE A SILTY OR SANDY CLAY HAVING A PLASTICITY INDEX RANGE
FROM 7 TO 18 AND A LIQUID LIMIT BETWEEN 25 & 35. FILL MATERIAL SHALL BE FREE
FROM TRASH, LUMPS, CLODS, ORGANIC SUBSTANCE & OTHER FOREIGN MATTER. FILL SHALL
BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT WETTED OR DRIED TO A
MOISTURE CONTENT RANGE OF -1% TO +3% OF THE OPTIMUM MOISTURE CONTENT AND
COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED
BY ASTM D698.
B. PORTLAND CEMENT CONCRETE:
1. ALL CONCRETE, UNLESS OTHERWISE SPECIFIED, SHALL BE 41 SACK MIX WITH A MINIMUM
COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS.
2. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A
DISTANCE GREATER THAN TEN (10) FEET.
3. JOINT SPACING SHALL NOT EXCEED 20' IN ANY DIRECTION TO ANOTHER JOINT OR EDGE
OF PAVEMENT. CONTROL JOINTS SHALL BE CUT BETWEEN 4 AND 18 HOURS AFTER
PLACEMENT OF CONCRETE AND MAY BE SUBSTITUTED WITH CONSTRUCTION JOINTS.
4. CONCRETE SHALL NOT BE PLACED IF THE THE AIR TEMPERATURE IS 507 AND FALLING
OR 957 OR HIGHER. CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 407 AND
RISING OR LESS THAN 957.
C. STEEL:
1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLED STEEL BAR HAVING A MINIMUM
YIELD STRENGTH OF NOT LESS THAN 40 KSI CONFORMING TO ASTM A615, GRADE 40.
2. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING AGENTS.
3. ALL SPLICES IN PAVEMENT AND CURBING STEEL SHALL BE STAGGERED AND LAPPED
30 "xBAR DIAMETER OR 12 ", WHICHEVER IS GREATER.
4. CONCRETE COVERAGE FOR THE REINFORCING SHALL COMPLY WITH THE A.C.I. CODE,
LATEST EDITION. THE STEEL SHALL HAVE A MINIMUM 1j" CLEARANCE WITH THE SOIL.
P ROJECT ARK
(ASSUMED) ELEV= 100.53'
TOP RIM OF SANITARY SEWER
MANHOLE AT 5OUTHMOST CORNER
OF BLOCK A
E ROSION CONT LEGE
SILT FENCE
R
FENCE
EINF , SILT
GRADING
T /P= 100.00
PLASTIC CAP,
LEGEND
PAVEMENT
TOP
OF
T /C= 100.00 I
TOP
OF
CURB OR CONC.
T /W= 100.00
TOP
OF
WALK OR WALL
I T/G=100 .001
TOP
OF
GIRD OR GRATE
N.T.S.
CURB NOTE: EXPANSION JOINTS TO BE PLACED AT 60'
INTERVALS AND AT ALL RADIUS POINTS, P.C.'s, P.T.'s.
CONSTRUCTION JOINTS SHALL BE PLACED AT 20'
I NTERVALS.
" 6"
R W�D FQ
REVII .
co PLIANC "t`
zoos
f C LkEGE STATION
p NT
3" LONG METAL OR
PLASTIC CAP,
INSIDE DIAMETER
TO BE 1/16-
J ,* "\, '
GREATER THAN
DIAMETER OF
"
DOWEL. CAP MUST
BE LONG
EXPANSION /CONSTRUCTION JOINT TO BE SPACED AT 60'
3
2" OF DOWEL
PAVEMENT
• = #4 BARS
REINFORCEMENT
CONCRETE CURB
& GUTTER
N.T.S.
V)
Q
#4 SMOOTH DOWEL, 18" LONG
END OF BAR
& SPACED 0 24" O.C.
N.T.S.
(COATED w /HEAVY GREASE)
BUILDING
c�
FOUNDATION
CONCRETE SIDEWALK,
SEALING NOT REQUIRED IN
SEE DETAIL THIS SHEET
W
.
-
w
w z
3" LONG METAL OR
PLASTIC CAP,
INSIDE DIAMETER
TO BE 1/16-
J ,* "\, '
GREATER THAN
DIAMETER OF
a,
DOWEL. CAP MUST
BE LONG
EXPANSION /CONSTRUCTION JOINT TO BE SPACED AT 60'
ENOUGH TO COVER
2" OF DOWEL
\\
'
AND
HAVE STOP
M
SO END
OF CAP IS 1"
V)
Q
FROM
END OF BAR
CONCRETE
SIDEWALK,
SEE DETAIL TOOL JOINT 1 "R
THIS SHEET AT ARTIFICAL
BACK OF CURB--\
2. PILOT CHANNELS SHALL HAVE CONTROL
JOINTS EVERY 20' WITH EVERY THIRD JOINT
BEING AN EXPANSION JOINT.
WIDTH VARIES
SEE PLANS
EXPANSION JOINT, SEE
DETAIL THIS SHEET N.T.S.
- PAVEMENT DRIVEWAY SEAL w /EXPANSION # SMOOTH DOWEL, 18" LONG
OR PARKING AREA I I JOINT MATERIAL & SPACED 0 12" O.C.
(COATED w /HEAVY GREASE)
IL
R�
MONOLITHIC CURB DOWEL ®24" O.C. NON -EXTRA D ER 3" LONG METAL OR PLASTIC CAP, INSIDE
n
R ABoN
METCA
°
E NGINEERING
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL: rmengineer@verizon.net .
OFFICE- (979) 690 -0329
FAX - (979) 690 -0329
CELL (979) 219 -4174
DESIGNER
KISSINGER DRAFTING & DESIGN
4348 CARTER CREEK PRKWY, STE. 103
BRYAN, TX 77802
OFF: (979) 268 -3848
LANDOWNER
BAKER & CARNES INVESTMENTS, LLC
230: SOUTHWEST PARKWAY E, SUITE 106
COLLEGE STATION, TX 77840
SUBSTAN'T'IALLY
COMPLETE
ISSUED FOR
CONSTRUCTION
9/09/05
OF T Ekq 11 1
1�
* • ............. ! I
... RABON A METCA /
FIR 83
Elwi
DIAMETER TO BE it GREATER THAN
CONCRETE SIDEWALK, DIAMETER OF DOWEL. CAP " MUST BE O
SEE DETAIL THIS LONG ENOUGH TO COVER 2 OF DOWEL
EXPANSION JOINT
SHEET AND HAVE STOP SO END OF CAP. IS 1" Z
W/ TOOLED EDGE, SEE
DETAIL THIS SHEET
• ° EXISTING CONCRETE
4. CURB & GUTTER
PILOT CHANNEL NOTES:
1. CONCRETE SHALL BE CLASS "A ".
FROM END OF BAR
Z _
_J
C� Z
Z
0
Q O
EXPANSION /CONSTRUCTION JOINT TO BE SPACED AT 60'
01
FIE SILT FENCE V
=
INTERVALS & PLACED AT ALL RADIUS POINTS, PC's, PTs &
OPPOSITE PT's AND ON ALL HORIZONTAL & VERTICAL CURVES.
M
16 "
'
V)
Q
#3 BARS 0 12" O.C.E.W.
CONCRETE PILOT CHANNEL
N.T.S.
Q
�
SAWED OR FORMED, SEAL
c�
WITH JOINT MATERIAL.
" TO
SEALING NOT REQUIRED IN
"
W
CURBS.
-
w
w z
T =6" - #4 BARS 0 18" O.C.E.W.
CONTROL
JOINTS SHALL BE PLACED AT 20'
CENTER TO CENTER.
CONTROL
JOINT
EXPANSION JOINT, SEE
DETAIL THIS SHEET N.T.S.
- PAVEMENT DRIVEWAY SEAL w /EXPANSION # SMOOTH DOWEL, 18" LONG
OR PARKING AREA I I JOINT MATERIAL & SPACED 0 12" O.C.
(COATED w /HEAVY GREASE)
IL
R�
MONOLITHIC CURB DOWEL ®24" O.C. NON -EXTRA D ER 3" LONG METAL OR PLASTIC CAP, INSIDE
n
R ABoN
METCA
°
E NGINEERING
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL: rmengineer@verizon.net .
OFFICE- (979) 690 -0329
FAX - (979) 690 -0329
CELL (979) 219 -4174
DESIGNER
KISSINGER DRAFTING & DESIGN
4348 CARTER CREEK PRKWY, STE. 103
BRYAN, TX 77802
OFF: (979) 268 -3848
LANDOWNER
BAKER & CARNES INVESTMENTS, LLC
230: SOUTHWEST PARKWAY E, SUITE 106
COLLEGE STATION, TX 77840
SUBSTAN'T'IALLY
COMPLETE
ISSUED FOR
CONSTRUCTION
9/09/05
OF T Ekq 11 1
1�
* • ............. ! I
... RABON A METCA /
FIR 83
Elwi
DIAMETER TO BE it GREATER THAN
CONCRETE SIDEWALK, DIAMETER OF DOWEL. CAP " MUST BE O
SEE DETAIL THIS LONG ENOUGH TO COVER 2 OF DOWEL
EXPANSION JOINT
SHEET AND HAVE STOP SO END OF CAP. IS 1" Z
W/ TOOLED EDGE, SEE
DETAIL THIS SHEET
• ° EXISTING CONCRETE
4. CURB & GUTTER
PILOT CHANNEL NOTES:
1. CONCRETE SHALL BE CLASS "A ".
FROM END OF BAR
Z _
_J
C� Z
Z
0
Q O
EXPANSION /CONSTRUCTION JOINT TO BE SPACED AT 60'
01
FIE SILT FENCE V
=
INTERVALS & PLACED AT ALL RADIUS POINTS, PC's, PTs &
OPPOSITE PT's AND ON ALL HORIZONTAL & VERTICAL CURVES.
M
Z
Q
V)
Q
NITH NYLON CORD
Q
�
SI ON JOINT
EXPANSION
c�
a_
w
v
Y x U) W
N.T.S.
W
-
w
w z
` #4 DOWEL 0 24" O.C.
EXISTING CURB
CONCRETE SIDEWALK ADJACENT
TO STRUCTURE
N.T.S.
SIDEWALK NOTES:
1. CROSS -SLOPE OF SIDEWALK SHALL NOT EXCEED 2.007..
2. EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM OF 30' SPACING AND 1
AT ALL OTHER LOCATIONS WHERE SIDEWALK ADJOINS TO OTHER CONCRETE °
STRUCTURES. � p
3. CONTRACTION JOINTS SHALL BE PLACED AT A 5' MAXIMUM SPACING. x
SPACING SHALL BE UNIFORM.
J" EXPANSION JOINT MATERIAL &
SEALANT (MIN DEPTH OF }
'
Y
q.
e
EXPANSION JOINT
• CLIENT' INFORMATION
FRONT VIEW
•'• : ; .a :. _ ... ' ` : , .. KM CONSTRUCTION
C/o KENNY MELESKY
SEE DETAIL "A" " 426 TARROW, SUITE 10
CONTRACTION JOINT 3' LONG WOODEN 24 HIGH SILT FENCE, AS COLLEGE STATION, TX 77840
MANUFACTURED BY SILT OFF: (979) 587 -2275
O.C. (MAX) `
POST 0 10' SPACING STOP OR EQUIVALENT FAX: (979) 846 -5589
EXIS NG GROUND COMPACTED FILL
FILENAME 0254GP1R
2 " CLR BACKFILL SCALE: 1' " =10'
" •' TI / v LIGHT BROOM FINISH ORIGINAL SUBMISSION: AUG. 8, 2005
�
/ � - #3 BARS 0 12" O.C.E.W. 2" CLIR DRAWN BY: R.A.M.
�•- `� / \`� /•� �`/ CHECKED BY: R.A.M.
°':'. ": '�� °_� �„�,.;tr : aT•: � •', \ \� %'�/ /� /WIRE & SILT FENCE FIELD BOOK: 4/5 PAGES:68- 70,20 -22
'� \'�\ \'� ���\�� �i BURIED 6" BELOW GRADE
\ ' /�/ // RABON METCALF ENGINEERING
z o f �\ // �\� \� (DOWNSTREAM) (UPSTREAM) CLIENT N0. PROJECT N0.
N,��,� COMPACTED %. \ %�y� 189 - 0254
ISUBGRADE
N CROSS - SECTION SIDE VIEW
TYPICAL CONCRETE SIDEWALK SILT FENCING ■
N.T.S. N.T.S. SHEET NO. 2 OF 4
NEW 6' WALK
T /P= 104.02
1ti T/G= 101.85 \
T /P= 102.50
T/P =102.5
T/G= 102.10
K CUSTOM
HOMES
OFFI E BUILDING
F. .= 102.50 /
I
OT 3B, BLOCK/A
T /G= 102.00
I �
/ T/G= 101.50
/ T /P= 102.00
J'
I
COMPLIANCE
SEP 12 2005 '7
COLLEGE STATION
ENGINEERING
�
�1
�
A/C PAD Y �
T/P =102.
T/P= 102.42
XISTING ELECTRICAL
STUB -OU
I I
Q
i I r
s
I�
c I LOT 3C, BLOCK A
D oti' d•
PARK PLACE
LOT 1, BLOCK 1
XISTING CONCRETE
01.46 CURB & GUTTER
L_ Q c;o>-
l.� < U)
z
W Z 0 0 - z No0
lie Lu
WOODEN POST (' •- =) v
Z L I x¢
WIRE MESH FENCE _ � W Q ¢ ¢ w
(ATTACHED TO POST) Q+ o W�~ v N m
FILTER FABRIC m a -
(ATTACHED TO WIRE FENCE) _J 0 ~ W m � o
0 �
U)
DETAIL "A" O = 0 W Q
I'- ° w
Z _
_J
C� Z
ONO
0
Q O
W N
V O
FIE SILT FENCE V
TOGETHER AT JOINTS
NITH NYLON CORD
COMPACTED FILL -
-
GROUND
q.
e
EXPANSION JOINT
• CLIENT' INFORMATION
FRONT VIEW
•'• : ; .a :. _ ... ' ` : , .. KM CONSTRUCTION
C/o KENNY MELESKY
SEE DETAIL "A" " 426 TARROW, SUITE 10
CONTRACTION JOINT 3' LONG WOODEN 24 HIGH SILT FENCE, AS COLLEGE STATION, TX 77840
MANUFACTURED BY SILT OFF: (979) 587 -2275
O.C. (MAX) `
POST 0 10' SPACING STOP OR EQUIVALENT FAX: (979) 846 -5589
EXIS NG GROUND COMPACTED FILL
FILENAME 0254GP1R
2 " CLR BACKFILL SCALE: 1' " =10'
" •' TI / v LIGHT BROOM FINISH ORIGINAL SUBMISSION: AUG. 8, 2005
�
/ � - #3 BARS 0 12" O.C.E.W. 2" CLIR DRAWN BY: R.A.M.
�•- `� / \`� /•� �`/ CHECKED BY: R.A.M.
°':'. ": '�� °_� �„�,.;tr : aT•: � •', \ \� %'�/ /� /WIRE & SILT FENCE FIELD BOOK: 4/5 PAGES:68- 70,20 -22
'� \'�\ \'� ���\�� �i BURIED 6" BELOW GRADE
\ ' /�/ // RABON METCALF ENGINEERING
z o f �\ // �\� \� (DOWNSTREAM) (UPSTREAM) CLIENT N0. PROJECT N0.
N,��,� COMPACTED %. \ %�y� 189 - 0254
ISUBGRADE
N CROSS - SECTION SIDE VIEW
TYPICAL CONCRETE SIDEWALK SILT FENCING ■
N.T.S. N.T.S. SHEET NO. 2 OF 4
NEW 6' WALK
T /P= 104.02
1ti T/G= 101.85 \
T /P= 102.50
T/P =102.5
T/G= 102.10
K CUSTOM
HOMES
OFFI E BUILDING
F. .= 102.50 /
I
OT 3B, BLOCK/A
T /G= 102.00
I �
/ T/G= 101.50
/ T /P= 102.00
J'
I
COMPLIANCE
SEP 12 2005 '7
COLLEGE STATION
ENGINEERING
�
�1
�
A/C PAD Y �
T/P =102.
T/P= 102.42
XISTING ELECTRICAL
STUB -OU
I I
Q
i I r
s
I�
c I LOT 3C, BLOCK A
D oti' d•
PARK PLACE
LOT 1, BLOCK 1
XISTING CONCRETE
01.46 CURB & GUTTER
L_ Q c;o>-
l.� < U)
z
W Z 0 0 - z No0
lie Lu
WOODEN POST (' •- =) v
Z L I x¢
WIRE MESH FENCE _ � W Q ¢ ¢ w
(ATTACHED TO POST) Q+ o W�~ v N m
FILTER FABRIC m a -
(ATTACHED TO WIRE FENCE) _J 0 ~ W m � o
0 �
U)
DETAIL "A" O = 0 W Q
I'- ° w
24' P.A.E.
(590, 269)
0
32' P.U.E.
(590/269)
i
i
65' P.P.E.
(4354/163)
1 7 10 , COMMON AREA
& P.U.E. (4354/163)
EX. 6' WALK
TC CUSTOM
HOMES
LOT 3A, BLOCK A
ZONED C -1
15' COMMON AREA
& P.U.E. (4354/163)
ASHORD SQUARE
LOT 2,3,5,6, BLOCK B
ZONED C -1
/
MUM=
® Il® 24
w
S 45'. 22' 46" E 48.00' n nm
PROVIDE TREE PROTECTION
BARRIER AT EXISTING TREES
_ I
I
NEW 6'
C.D. QQ
0
ri
I
w
__.
M
r►i
HATCH LEGEND
SOLID SOD AREAS
(TIF 419)
SEEDED AREAS
r r a r r
MARK SLEEVING
LOCATION w / )6"x2" PLACE BOLT IN CURB
GALVANIZED IF NO SIDEWALK IS
- - - - - -' CARRIAGE BOLT SPECIFIED
:a
.,4 9:
,. ;
EXTEND SLEEVING 24" (MIN) z
BEYOND PAVEMENT & SEAL 0 0
\ \/ \ \/ / \ `� / \ \ / / \ \
TAPE OPENING (BOTH ENDS)
KM CUSTOM
HOMES
OFFICE BUILDING
(SINGLE STORY)
2,151 SQ.FT.
LOT 3B, BLOCK A
ZONED C -1
M
�. LOT 3C, BLOCK A
d. I ZONED C -1
LANDSCAPING NOTES:
1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RABON METCALF ENGINEERING (RME). RME IS
NEITHER A LICENSED LANDSCAPE ARCHITECT OR IRRIGATOR. THIS PLAN WAS PREPARED FOR THE SOLE
PURPOSE TO MEET THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN
DEVELOPMENT PERMITS. ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS
DEVELOPMENT SERVICES DEPARTMENT FOR REVIEW AND APPROVAL.
2. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS
REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK,
RIGHT -OF -WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
3. ANY ADJACENT PROPERTY AND RIGHT -OF -WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO
THEIR EXISTING CONDITIONS OR BETTER.
4. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO
PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING rCONCRETE, ASPHALT, LIMESTONE BASE MATERIAL, OR
COMPACTED STABILIZED EARTH.
5. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT SOIL.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS NEEDED, FOR THE
INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED GROUND COVER BEDS.
7. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED.
8. COVER AREAS TO BE PLANTED WITH 3" APPROVED ORGANIC MATTER, 2" PINE BARK MULCH, AND
13 -13 -13 FERTILIZER AT THE RATE OF 5 LBS. /100 SQFT. OF BED AREA.
9. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED WITH EITHER BERMUDA
(2 LBS /1,000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 OR BERMUDA /RYE GRASS MIX (2 LBS /5 LBS. PER
1,000 SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14.
IRRIGATION NOTES:
1. AN IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED IRRIGATOR FOR ALL NEW PLANTED AND
LANDSCAPED AREAS.
2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED
PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY
ORDINANCE 2394. -
3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE
2394.
4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE COORDINATED WITH THE CONTRACTOR AND ALL SLEEVING
SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEWALK WHERE APPLICABLE.
5. THE IRRIGATION SYSTEM MUST BE INSTALLED AND APPROVED PRIOR TO ISSUANCE OF CoCS -
CERTIFICATION OF COMPLETION.
6. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION PLAN TO THE OWNER FOR REVIEW AND
APPROVAL. THE IRRIGATION PLAN SHALL DEMOSTRATE THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY
SUPPLY ALL WATER NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL
WATERING NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS.
7. THE EXISTING IRRIGATION SYSTEM FOR ADJACENT DEVELOPMENTS ARE NOT SHOWN.
LANDSCAPING REQUIREMENTS
SITE AREA METHOD: CANOPY REQUIREMENTS:
7,527 sqft. 0 30 pnts. /1000 sqft.: 50% CANOPY TREES: (800 x 50 7.) = 400 pnts.
(7,527/1000 x 30) = 226 pnts. REQUIRED = 400 pnts.
(MIN. REQ'D LANDSCAPE PNTS. BY ORIDANCE IS 800) PROVIDED = 730 puts.
TOTAL LANDSCAPE POINTS REQUIRED = 800 pnts.
TOTAL LANDSCAPE POINTS PROVIDED = 850 pnts.
LANDSCAPE SCHEDULE
SYMBOL
"EXISTING
ELECTRICAL
STUB
OUT
0
NOTES
V_
c6
�\.
w /FERTILIZER (MINIMUM
8" DEEP)
1
3
TREE PLANTING
3
2" TO 4"
LAGERSTROEMIA
CREPE
n
AS SPECIFIED ON PL
LANDSCAPING NOTES:
1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RABON METCALF ENGINEERING (RME). RME IS
NEITHER A LICENSED LANDSCAPE ARCHITECT OR IRRIGATOR. THIS PLAN WAS PREPARED FOR THE SOLE
PURPOSE TO MEET THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN
DEVELOPMENT PERMITS. ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS
DEVELOPMENT SERVICES DEPARTMENT FOR REVIEW AND APPROVAL.
2. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS
REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK,
RIGHT -OF -WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
3. ANY ADJACENT PROPERTY AND RIGHT -OF -WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO
THEIR EXISTING CONDITIONS OR BETTER.
4. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO
PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING rCONCRETE, ASPHALT, LIMESTONE BASE MATERIAL, OR
COMPACTED STABILIZED EARTH.
5. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT SOIL.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS NEEDED, FOR THE
INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED GROUND COVER BEDS.
7. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED.
8. COVER AREAS TO BE PLANTED WITH 3" APPROVED ORGANIC MATTER, 2" PINE BARK MULCH, AND
13 -13 -13 FERTILIZER AT THE RATE OF 5 LBS. /100 SQFT. OF BED AREA.
9. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED WITH EITHER BERMUDA
(2 LBS /1,000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 OR BERMUDA /RYE GRASS MIX (2 LBS /5 LBS. PER
1,000 SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14.
IRRIGATION NOTES:
1. AN IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED IRRIGATOR FOR ALL NEW PLANTED AND
LANDSCAPED AREAS.
2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED
PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY
ORDINANCE 2394. -
3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE
2394.
4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE COORDINATED WITH THE CONTRACTOR AND ALL SLEEVING
SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEWALK WHERE APPLICABLE.
5. THE IRRIGATION SYSTEM MUST BE INSTALLED AND APPROVED PRIOR TO ISSUANCE OF CoCS -
CERTIFICATION OF COMPLETION.
6. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION PLAN TO THE OWNER FOR REVIEW AND
APPROVAL. THE IRRIGATION PLAN SHALL DEMOSTRATE THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY
SUPPLY ALL WATER NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL
WATERING NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS.
7. THE EXISTING IRRIGATION SYSTEM FOR ADJACENT DEVELOPMENTS ARE NOT SHOWN.
LANDSCAPING REQUIREMENTS
SITE AREA METHOD: CANOPY REQUIREMENTS:
7,527 sqft. 0 30 pnts. /1000 sqft.: 50% CANOPY TREES: (800 x 50 7.) = 400 pnts.
(7,527/1000 x 30) = 226 pnts. REQUIRED = 400 pnts.
(MIN. REQ'D LANDSCAPE PNTS. BY ORIDANCE IS 800) PROVIDED = 730 puts.
TOTAL LANDSCAPE POINTS REQUIRED = 800 pnts.
TOTAL LANDSCAPE POINTS PROVIDED = 850 pnts.
LANDSCAPE SCHEDULE
SYMBOL
Cn
i
LANDSCAPING NOTES:
1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RABON METCALF ENGINEERING (RME). RME IS
NEITHER A LICENSED LANDSCAPE ARCHITECT OR IRRIGATOR. THIS PLAN WAS PREPARED FOR THE SOLE
PURPOSE TO MEET THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN
DEVELOPMENT PERMITS. ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS
DEVELOPMENT SERVICES DEPARTMENT FOR REVIEW AND APPROVAL.
2. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS
REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK,
RIGHT -OF -WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
3. ANY ADJACENT PROPERTY AND RIGHT -OF -WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO
THEIR EXISTING CONDITIONS OR BETTER.
4. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO
PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING rCONCRETE, ASPHALT, LIMESTONE BASE MATERIAL, OR
COMPACTED STABILIZED EARTH.
5. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT SOIL.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS NEEDED, FOR THE
INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED GROUND COVER BEDS.
7. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED.
8. COVER AREAS TO BE PLANTED WITH 3" APPROVED ORGANIC MATTER, 2" PINE BARK MULCH, AND
13 -13 -13 FERTILIZER AT THE RATE OF 5 LBS. /100 SQFT. OF BED AREA.
9. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED WITH EITHER BERMUDA
(2 LBS /1,000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 OR BERMUDA /RYE GRASS MIX (2 LBS /5 LBS. PER
1,000 SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14.
IRRIGATION NOTES:
1. AN IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED IRRIGATOR FOR ALL NEW PLANTED AND
LANDSCAPED AREAS.
2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED
PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY
ORDINANCE 2394. -
3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE
2394.
4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE COORDINATED WITH THE CONTRACTOR AND ALL SLEEVING
SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEWALK WHERE APPLICABLE.
5. THE IRRIGATION SYSTEM MUST BE INSTALLED AND APPROVED PRIOR TO ISSUANCE OF CoCS -
CERTIFICATION OF COMPLETION.
6. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION PLAN TO THE OWNER FOR REVIEW AND
APPROVAL. THE IRRIGATION PLAN SHALL DEMOSTRATE THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY
SUPPLY ALL WATER NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL
WATERING NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS.
7. THE EXISTING IRRIGATION SYSTEM FOR ADJACENT DEVELOPMENTS ARE NOT SHOWN.
LANDSCAPING REQUIREMENTS
SITE AREA METHOD: CANOPY REQUIREMENTS:
7,527 sqft. 0 30 pnts. /1000 sqft.: 50% CANOPY TREES: (800 x 50 7.) = 400 pnts.
(7,527/1000 x 30) = 226 pnts. REQUIRED = 400 pnts.
(MIN. REQ'D LANDSCAPE PNTS. BY ORIDANCE IS 800) PROVIDED = 730 puts.
TOTAL LANDSCAPE POINTS REQUIRED = 800 pnts.
TOTAL LANDSCAPE POINTS PROVIDED = 850 pnts.
LANDSCAPE SCHEDULE
SYMBOL
NO OF
SIZE
BOTANICAL
NAME
COMMON
NAME
TYPE
NOTES
POINTS
PLANTS
�\.
w /FERTILIZER (MINIMUM
8" DEEP)
TREE PLANTING
3
2" TO 4"
LAGERSTROEMIA
CREPE
EXISTING
NON- CANOPY
AS SPECIFIED ON PL
450
0
CALIPER
INDICA
MYRTLE
TREE
> 1.25"
LAGERSTROEMIA
CREPE
PROPOSED
NON- CANOPY
15 GALLON
280
7
CALIPER
INDICA
MYRTLE
TREE
MYRICA
DWARF
PROPOSED
O
12
5 GALLON
CERIFERA
WAX
SHRUB
120
NANA
MYRTLE
-a
15' COMMON AREA
& P.U.E. (4354/163)
Y
J
�S
i
I
I
r I
I
- N 46 56' 35" W - 48.02'
PARK PLACE
LOT 1, BLOCK 1
ZONED C -1
SLEEVING (SEE PLANS,
FOR SIZE & TYPE)
SLEEVI N G
N.T.S.
TREE PLANTING NOTES:
1. STAKE ABOVE FIRST BRANCHES OR
AS NECESSARY TO PREVENT AGAINST
SLIPPING OF RUBBER HOSES.
2. PLANT SO THAT TOP OF ROOT BALL
IS EVEN WITH THE FINISHED GRADE.
12 GAUGE GALVANIZED
WIRE ENCASED IN 1"0
RUBBER HOSE 3 BALL DIAMETER
2 "x2 "x8" PINE STAKES (5' MIN)
OR METAL "T" POSTS
(MINIMUM OF TWO)
PINE BARK MULCH
-_
(MINIMUM 2" THICK)
_i \r :z =
NEW TOPSOIL
�\.
w /FERTILIZER (MINIMUM
8" DEEP)
TREE PLANTING
N.T.S.
4'OR6'
AS SPECIFIED ON PL
0
0
X'x4" STEEL EDGE r" c �, °
(OPTIONAL, EXCEPT AT
CURBS & SIDEWALKS), c
COLOR SPECIFIED BY OWNER o
o �
z
NEW TOPSOIL
(MINIMUM 6" THICK)
SHRUB PLANTING
�lWO
TOP OF MULCH TO BE
BELOW WEEP HOLES IN
BRICK WALL
• ��;
RABON dD
METCALF
ENGINEERING
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL. nnengineer@verizon.net
OFFICE (979) 690 -0329
FAX (979) 690 -0329
CELL - (979) 2194174
DESIGNER
KISSINGER — DRAFTING & DESIGN
4,348 CARTER CREEK PRKWY, STE. 103
BRYAN, TX 77802
OFF: (979) 268 -3848
LANDOWNER
BAKER &. CARNES INVESTMENTS, LLC
230 SOUTHWEST PARKWAY E, SUITE 106
COLLEGE STATION, TX 77840
PINE BARK MULCH S UBSTANTIALLY
(MINIMUM 2" THICK)
COMPLETE
FINISH GRADE IS SUED FOR
1
j CONSTRUCTION
9109105
E
N
PINE BARK MULCH
(MINIMUM 2 THICK)
J "x4" STEEL EDGE (OPTIONAL,
EXCEPT AT CURBS & SIDEWALKS), .
COLOR SPECIFIED BY ARCHITECT
FINISH GRADE
00 ME
J
-
-- _ == z_
-- - --_ . = -__ _ - -.
_ Q
ROTARY TILL (12 DEEP) z V Y LLJ w
MIXED TOPSOIL (J2 TOPSOIL, COMPACTED SUBGRADE AND — ir z
Y4 DECOMPOSED PINE BARK REMOVE AS NECESSARY FOR Q L.t_ Q a 0
MULCH, Y4 COMPOST) PLANTING MATERIAL LL .. N 5 0
PLANTING BUILD E V7 m
SHRUB PLA G 0 BUILD w W I— _ o u) o
N.T.S. I ~ I W a
Q o � =m
U 0
METAL "T" POST 0 8'
SPACING (MAXIMUM)
i
W � C
w
° o �
w O°
1
RADIUS E ALS
1' PER CALIP INCH
(MINIMUM)
to W = W °`"
0 O ~ I-i..l m p of
Z T O � C
EXISTING TREE Q 1 w ~ Q
—� °
—j L q
ON0 o
EN
/
r U
BARRICADING FENCE SHALL CLIENT INFORMATION
BE MAINTAIN THROUGHOUT KM CONSTRUCTION
THE COMPLETE DURATION OF c/o KENNY MELESKY
CONSTRUCTION 426 TARROW, SUITE 10
COLLEGE STATION, TX 77840
OFF: (979) 587 -227.5
FAX: (979) 846 -5589
EXISTING GROUND (TO FILENAME: 0254LP1 R SCALE: 1 " =10'
BE UNDISTURBED) ORIGINAL .SUBMISSION: AUG. 8;, 2005
DRAWN BY: R.A.M.
OR CHECKED BY: R.A.M.
RE .. - WE
FIELD BOOK: 4/5 PAGES: 68-70,20-22
l COMPLIANCE RABON METCALF ENGINEERING
SEP '1 3 2005n CLIENT NO. PROJECT NO.
COLLEGE STATION 1 89 — 0254
DEVELOPMNT SERVICES
EXISTING TREE PROTECTION E
N.T.S. SHEET N0. 3 OF 4
' NOW OR FORMERLY
{ BAKER & CARNES INVESTMENTS, LLC
{ (VOLUME 4354, PAGE 163)
LOT 3C, BLOCK A
ZONED C -1
{ TIE INTO EXISTING 8"
PUBLIC SANITARY SEWER
w /4" STANDARD CLEANOUT
/ - EXISTING 8"
EXISTING SANITARY { SANITARY SEWER
SEWER MANHOLE -
RIM = 100.53'
49.91'
EXISTING 8"
WATER LINE
w — w -- w w
— —sS— — — —ss — — — —ss— — — —ss— — — —3s — — —SS— — — — — — — —sS— — — —ss-\ — —ss— — — —ss-
24' P.A.E.
N 44" 37 ' 14" E - - - - —T (590, 269 -
TIE INTO EXISTING 8" WATER
LINE & PROVIDE TAP FOR
DOMESTIC & IRRIGATION
SERVICES (BY CoCS)
1 -3/4" DOMESTIC METER
1 -3/4" IRRIGATION METER 0 n ® 20
"X" MARKED MC&U lls r Il(v
IN CONCRETE
PROJECT BENCHMARK
ELEV. = 100.07' (ASSUMED)
w -- w1 -- w -- w -- w �— w -- w
FIRE LANE
(1 P.U.E.
90/269)
I
47' P.P.E.
(4354/162) 170 S.F. CONCRETE
PAT
280 S.F. CONCRETE
PATCH
40 L.F. OF 1" TYPE K
COPPER WATER SERVICE
(24" MIN. COVER)
59' BUILDING
NOW OR FORMERLY
OAK FOREST MOBILE HOME PARK, LTD.
(VOLUME 4633, PAGE 257)
WILLIAMS - WINDER - KING
LOTS 9 -15
CALLED 24.76 ACRES
ZONED R -7
77' BUILDING SETBACK
Y
v
Q
CHAIN LINK FENCE
—0—
m
W
U)
T
UNDERGROUND ELEC. LINE
c�
Z
OVERHEAD ELEC. LINE
w
� 0 0
WATER LINE
OFFICE BUILDING
�
m
in
I
A
LIGHT POLE
IRRIGATION (gpm)
V_
rz
AIR COND. COMP.
1
WATER VALVE
N
i
®
& P.U.E. (4354/162)
>+
GAS METER
OMH
i �
oc.o.
NOW OR FORMERLY
co
FIRE HYDRANT
JAMES T. & PHYLLIS LYNN STUCKEY
N
w
(VOLUME 6494, PAGE 247)
- -- ----
PROPERTY LINE
-- - - - - --
EASEMENT LINE
Oi
i
d
PRIVATE ACCESS EASEMENT
P.P.E.
PRIVATE PARKING EASEMENT
D.E.
LOT 8B, BLOCK D
I
ELECTRICAL EASEMENT
ZONED C -1
DENSITY @ 0 TO +4% OF
— - --
OPTIMUM MOISTURE
3
CONTENT WORK IN
T
i
cn
AROUND PIPE BY HAND TO
(4" MIN)
EQUALLY
1
SPACED
PIPE O.D.
i
4" STANDARD CLEANOUT
+24" (MAX)
I
CONCRETE PATCH
N.T.S.
(N5' FROM BUILDING)
I-
3
M
1
W
I
(
a
1 1
130 L.F. OF 6" PVC (SCH
in
3
W
LO
40) SEWER SERVICE @ )9'
a
t
a
1
PER FOOT SLOPE (MIN.
Z �
v Y
�
o
I
SLOPE) (24" MIN. COVER)
c ,
00
w
Z
Z
Urn
a mo
W
m
c v
W
I
I
Q
1 ° -
"'
o
0-o"
I 0
KM CUSTOM
0 J
J
N m
o�
I
6
1
HOMES
W
I
3
a
I
I
OFFICE BUILDING
Z
c`
I
(SINGLE STORY)
cn
i
2,006 SQ.FT.
�
I
i
4" STANDARD CLEANOUT
-
I
I
(N5' FROM BUILDING)
J
3
1
�
ELECTRICAL METER - WALL
1
MOUNTED w /DISCONNECT SWITCH
3
t ,,
200 AMP
z
240 VOLT (1 PHASE)
W
LK
LL
3
20' BUI SETB
I
NEW 6' WALK
'
A/C PAD
EXISTING
NOW OR FORMERLY
FIRE
HYDRANT
I
CRAIG P. BROWNE
(VOLUME 4354, PAGE 162)
LOT 8A, BLOCK D
ZONED C -1
4
0 W —
--- -0HE--- -0HE---
-0HE-- -0HE
- - —S
-0HE 57' -
9HE -9_74 -0 HE— - - -0HE
--
NOW OR FORMERLY
OAK FOREST MOBILE HOME PARK, LTD.
(VOLUME 4633, PAGE 257)
WILLIAMS - WINDER - KING
LOTS 9 -15
CALLED 24.76 ACRES
ZONED R -7
77' BUILDING SETBACK
20' BUILDING SETBACK
EX. 5' WALK
20' D.E. & E.E.
(590/269)
13 E3 0
i ---- 0HE--- -0HE - - -- 0HE- -0HE -- OHE -
1/2" I.R. w /CAP
S 44 58' 10" W
8.10'
15' COMMON AREA
& P.U.E. (4354 /162)
65' P.P.E.
(4354/162)
CIVIL SITE NOTES:
1. CONSTRUCTION IMPROVEMENTS FOR THIS SITE IS ALSO CONTAINED ON SHEETS:
C1.2 - GRADING, DRAINAGE & PAVING PLAN
C1.3 - LANDSCAPING PLAN
2. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS
AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS.
3. THIS SITE DOES LIE WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED BY F.E.M.A. FIRM
COMMUNITY PANEL NO. 48041 0144C, WITH AN EFFECTIVE DATE OF JULY 2, 1992.
4. ALL ROOF & 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 FEET OF
THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE
COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
t DESIGNATED PARKING SPACES, WALKS & RAMPS SAHLL MEET ALL ADA & ANSI STANDARDS.
6. SOLID WASTE SHALL BE DISPOSED OF BY A ROLL -OFF CONTAINER.
7. ib 6' HIGH WOODEN FENCE CURRENTLY EXISTING BETWEEN THIS DEVELOPMENT AND THE OAK FOREST
MO6E HOME PARK. SHOULD THIS FENCE BE REMOVED THE OWNER OF THIS FACILITY SHALL BE REQUIREDTO
REFACE THE FENCE OF SAME TYPE AND HEIGHT.
DIMENSIONAL CONTROL NOTES:
1. 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION
PURPOSES. THE ELECTRONIC FILE AND INFORMATION GENERATED, BY RABON METCALF ENGINEERING (RME),
FOR THIS PROJECT IS CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED ITS USE IS INTEND SOLELY
FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. DISTRIBUTION OF THIS MATERIAL IS INTENDED
FOR USE BY THE RECIPIENT NAMED, ONLY, AND 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 ITS PERFORMANCE, ACCURACY, FREEDOM FROM
ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO UNDERSTAND AND
AGREES THAT RME, 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.
2. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB.
3. UNLESS OTHERWISE SPECIFIED, ALL RADIUS ARE 4'0" ALONG THE BACK OF CURB OR 2'0" OR 4'0" ALONG
EDGE OF SIDEWALK (INSIDE OR OUTSIDE RADIUS RESPECTIFULLY).
DEMOLITION NOTES:
1. DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORKED CONTAINED ON
THESE PLANS, BUT SHALL NOT BE LIMITED TO THE ITEMS SPECIFICALLY IDENTIFIED. ANY MATERIALS TO BE
DEMOLISHED OR CLEARED SHALL BE COMPLETELY REMOVED AND DISPOSED OF. THIS WORK WILL NOT ONLY
CONSIST OF ABOVE GROUND ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT LIMITED TO:
TREE ROOTS, FOUNDATION SYSTEMS, OLD PIPES, ETC... THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY ADDITIONAL ITEMS THAT REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK
WITH THE OWNER & ARCHITECT TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES
AND SUCH SEQUENCE AND STAGING OF WORK SHALL BE APPROVED BY THE DEVELOPER PRIOR TO
COMMENCEMENT OF WORK.
3. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE.
4. PRIOR TO DEMOLITION WORK OF ALL STRUCTURES, THE CONTRACTOR SHALL OBTAIN AN ASBESTOS
SURVEY FOR ALL BUILDINGS TO BE REMOVED, DEMOLITION PERMIT FROM THE CITY OF COLLEGE STATION, AND
ALL OTHER PERMITS OR AUTHORIZATION FOR WORK STIPULATED BY LOCAL, STATE OR FEDERAL LAW.
GENERAL UTILITY NOTES:
1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF THE EXISTING
UTILITIES, AS SHOWN ON THESE CONSTRUCTION PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY
COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE
RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL
EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN
ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANIES 48 HOURS
PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE CLIENT'S REPRESENTATIVE IF DESIGN
CHANGES NEED TO BE MADE IN THE FIELD.
UTILITY CONTACTS:
COCS: ELECTRIC DIVISION - (979) 764 -3660
COCS: WATER & SEWER DIVISION - (979) 764 -3435
VERIZON: JOHN ARNOLD - (979) 821 -4791
TXU GAS: KIMBERLY WINN - (979) 774 -2506
COX COMMUNICATIONS: MIKE LAVENDER - (979) 846 -2229
TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344 -8377
2. 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 LINES WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION, OR BETTER, AND THIS MATERIAL
AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE.
3. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR ON -SITE UTILTIES AND IRRIGATION
SYSTEMS.
4. ALL EXCAVATION GREATER THAN FIVE (5) FEET IN DEPTH SHALL EMPLOY TRENCH SAFETY AND SHORING
IN ACCORDANCE WITH THESE PLANS, OSHA AND ANY OTHER GOVERNMENTAL STANDARDS.
5. THE CONTRACTOR SHALL CONTACT THE CITY'S OR UTIL111Y COMPANIES INSPECTOR PRIOR TO CONNECTION
TO ANY EXISTING UTILITY.
PRIVATE UTILITY NOTES:
1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE WATER AND SEWER LINES IN ACCORDANCE
WITH LOCAL CODES, LATEST NATIONAL PLUMBING CODE AND ALL APPLICABLE STATE AND LOCAL LAWS.
OTHER PRIVATE OR PUBLIC UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY COMPANY'S
SPECIFICATIONS. SHOULD THESE DRAWINGS AND SPECIFICATIONS DIFFER WITH OTHER UTILITY COMPANY'S
SPECIFICATIONS, THE STRICKER OF THE TWO SHALL APPLY.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY AND OBTAIN ALL REQUIRED PERMITS AND
INSPECTION APPROVALS FOR ALL WORK SHOWN.
3. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE SO THAT THE PLUMBING
RESTS ON UNDISTURBED EARTH. IF THE ABOVE IS NOT FEASIBLE, OR AT THE CONTRACTOR'S OPTION,
EXCAVATION SHALL BE MADE A MINIMUM OF SIX INCHES BELOW THE REQUIRED GRADE TO PROVIDE A SAND
BED FOR THF. PIPING. BACKFILL OVER PIPING SHALL BE MADE WITH EARTH OR FILL SAND, FREE OF DEBRIS,
AND SHALL 13E TAMPED BY HAND OR MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT UNDISTURBED
EARTH. ALL TRENCHING AND EXCAVATION SHALL BE DONE IN STRICT ACCORDANCE WITH CURRENT OSHA
REQUIREMENTS AND ALL OTHER APPLICABLE SAFETY CODES AND STANDARDS.
4. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISHED GRADES. WHERE PLUMBING
EXTENDS UNDER PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FROM THE BOTTOM OF THE
STRUCTURE.
5. UTILITY INSTALLATIONS IN NON- STRUCTURAL AREAS SHALL BE BACKFILLED WITH TYPE "D" BEDDING
REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS, WALKS, ETC...) THE UTILITIES
SHALL BE BACKFILLED WITH CEMEMT STABILIZED SAND.
SYMBOL & LINE LEGEND
Y
v
Q
CHAIN LINK FENCE
—0—
m
W
U)
STATE FARM
UNDERGROUND ELEC. LINE
c�
Z
OVERHEAD ELEC. LINE
w
� 0 0
WATER LINE
OFFICE BUILDING
�
m
in
POWER POLE
A
LIGHT POLE
IRRIGATION (gpm)
V_
rz
AIR COND. COMP.
1
WATER VALVE
15' COMMON AREA
W
®
& P.U.E. (4354/162)
>+
GAS METER
OMH
i �
oc.o.
NOW OR FORMERLY
N
FIRE HYDRANT
JAMES T. & PHYLLIS LYNN STUCKEY
N
w
(VOLUME 6494, PAGE 247)
- -- ----
PROPERTY LINE
-- - - - - --
EASEMENT LINE
P.U.E.
PUBLIC UTILITY EASEMENT
d
PRIVATE ACCESS EASEMENT
P.P.E.
PRIVATE PARKING EASEMENT
D.E.
LOT 8B, BLOCK D
I
ELECTRICAL EASEMENT
ZONED C -1
20' BUILDING SETBACK
EX. 5' WALK
20' D.E. & E.E.
(590/269)
13 E3 0
i ---- 0HE--- -0HE - - -- 0HE- -0HE -- OHE -
1/2" I.R. w /CAP
S 44 58' 10" W
8.10'
15' COMMON AREA
& P.U.E. (4354 /162)
65' P.P.E.
(4354/162)
CIVIL SITE NOTES:
1. CONSTRUCTION IMPROVEMENTS FOR THIS SITE IS ALSO CONTAINED ON SHEETS:
C1.2 - GRADING, DRAINAGE & PAVING PLAN
C1.3 - LANDSCAPING PLAN
2. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS
AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS.
3. THIS SITE DOES LIE WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED BY F.E.M.A. FIRM
COMMUNITY PANEL NO. 48041 0144C, WITH AN EFFECTIVE DATE OF JULY 2, 1992.
4. ALL ROOF & 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 FEET OF
THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE
COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
t DESIGNATED PARKING SPACES, WALKS & RAMPS SAHLL MEET ALL ADA & ANSI STANDARDS.
6. SOLID WASTE SHALL BE DISPOSED OF BY A ROLL -OFF CONTAINER.
7. ib 6' HIGH WOODEN FENCE CURRENTLY EXISTING BETWEEN THIS DEVELOPMENT AND THE OAK FOREST
MO6E HOME PARK. SHOULD THIS FENCE BE REMOVED THE OWNER OF THIS FACILITY SHALL BE REQUIREDTO
REFACE THE FENCE OF SAME TYPE AND HEIGHT.
DIMENSIONAL CONTROL NOTES:
1. 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION
PURPOSES. THE ELECTRONIC FILE AND INFORMATION GENERATED, BY RABON METCALF ENGINEERING (RME),
FOR THIS PROJECT IS CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED ITS USE IS INTEND SOLELY
FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. DISTRIBUTION OF THIS MATERIAL IS INTENDED
FOR USE BY THE RECIPIENT NAMED, ONLY, AND 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 ITS PERFORMANCE, ACCURACY, FREEDOM FROM
ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO UNDERSTAND AND
AGREES THAT RME, 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.
2. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB.
3. UNLESS OTHERWISE SPECIFIED, ALL RADIUS ARE 4'0" ALONG THE BACK OF CURB OR 2'0" OR 4'0" ALONG
EDGE OF SIDEWALK (INSIDE OR OUTSIDE RADIUS RESPECTIFULLY).
DEMOLITION NOTES:
1. DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORKED CONTAINED ON
THESE PLANS, BUT SHALL NOT BE LIMITED TO THE ITEMS SPECIFICALLY IDENTIFIED. ANY MATERIALS TO BE
DEMOLISHED OR CLEARED SHALL BE COMPLETELY REMOVED AND DISPOSED OF. THIS WORK WILL NOT ONLY
CONSIST OF ABOVE GROUND ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT LIMITED TO:
TREE ROOTS, FOUNDATION SYSTEMS, OLD PIPES, ETC... THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY ADDITIONAL ITEMS THAT REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK
WITH THE OWNER & ARCHITECT TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES
AND SUCH SEQUENCE AND STAGING OF WORK SHALL BE APPROVED BY THE DEVELOPER PRIOR TO
COMMENCEMENT OF WORK.
3. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE.
4. PRIOR TO DEMOLITION WORK OF ALL STRUCTURES, THE CONTRACTOR SHALL OBTAIN AN ASBESTOS
SURVEY FOR ALL BUILDINGS TO BE REMOVED, DEMOLITION PERMIT FROM THE CITY OF COLLEGE STATION, AND
ALL OTHER PERMITS OR AUTHORIZATION FOR WORK STIPULATED BY LOCAL, STATE OR FEDERAL LAW.
GENERAL UTILITY NOTES:
1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF THE EXISTING
UTILITIES, AS SHOWN ON THESE CONSTRUCTION PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY
COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE
RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL
EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN
ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANIES 48 HOURS
PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE CLIENT'S REPRESENTATIVE IF DESIGN
CHANGES NEED TO BE MADE IN THE FIELD.
UTILITY CONTACTS:
COCS: ELECTRIC DIVISION - (979) 764 -3660
COCS: WATER & SEWER DIVISION - (979) 764 -3435
VERIZON: JOHN ARNOLD - (979) 821 -4791
TXU GAS: KIMBERLY WINN - (979) 774 -2506
COX COMMUNICATIONS: MIKE LAVENDER - (979) 846 -2229
TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344 -8377
2. 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 LINES WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION, OR BETTER, AND THIS MATERIAL
AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE.
3. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR ON -SITE UTILTIES AND IRRIGATION
SYSTEMS.
4. ALL EXCAVATION GREATER THAN FIVE (5) FEET IN DEPTH SHALL EMPLOY TRENCH SAFETY AND SHORING
IN ACCORDANCE WITH THESE PLANS, OSHA AND ANY OTHER GOVERNMENTAL STANDARDS.
5. THE CONTRACTOR SHALL CONTACT THE CITY'S OR UTIL111Y COMPANIES INSPECTOR PRIOR TO CONNECTION
TO ANY EXISTING UTILITY.
PRIVATE UTILITY NOTES:
1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE WATER AND SEWER LINES IN ACCORDANCE
WITH LOCAL CODES, LATEST NATIONAL PLUMBING CODE AND ALL APPLICABLE STATE AND LOCAL LAWS.
OTHER PRIVATE OR PUBLIC UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY COMPANY'S
SPECIFICATIONS. SHOULD THESE DRAWINGS AND SPECIFICATIONS DIFFER WITH OTHER UTILITY COMPANY'S
SPECIFICATIONS, THE STRICKER OF THE TWO SHALL APPLY.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY AND OBTAIN ALL REQUIRED PERMITS AND
INSPECTION APPROVALS FOR ALL WORK SHOWN.
3. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE SO THAT THE PLUMBING
RESTS ON UNDISTURBED EARTH. IF THE ABOVE IS NOT FEASIBLE, OR AT THE CONTRACTOR'S OPTION,
EXCAVATION SHALL BE MADE A MINIMUM OF SIX INCHES BELOW THE REQUIRED GRADE TO PROVIDE A SAND
BED FOR THF. PIPING. BACKFILL OVER PIPING SHALL BE MADE WITH EARTH OR FILL SAND, FREE OF DEBRIS,
AND SHALL 13E TAMPED BY HAND OR MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT UNDISTURBED
EARTH. ALL TRENCHING AND EXCAVATION SHALL BE DONE IN STRICT ACCORDANCE WITH CURRENT OSHA
REQUIREMENTS AND ALL OTHER APPLICABLE SAFETY CODES AND STANDARDS.
4. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISHED GRADES. WHERE PLUMBING
EXTENDS UNDER PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FROM THE BOTTOM OF THE
STRUCTURE.
5. UTILITY INSTALLATIONS IN NON- STRUCTURAL AREAS SHALL BE BACKFILLED WITH TYPE "D" BEDDING
REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS, WALKS, ETC...) THE UTILITIES
SHALL BE BACKFILLED WITH CEMEMT STABILIZED SAND.
SYMBOL & LINE LEGEND
—o—
CHAIN LINK FENCE
—0—
WOOD PRIVACY FENCE
--LIE
UNDERGROUND ELEC. LINE
—OHE—
OVERHEAD ELEC. LINE
—W—
WATER LINE
—S—
SEWER LINE
0
POWER POLE
A
LIGHT POLE
IRRIGATION (gpm)
GUY WIRE ANCHOR
pA /c
AIR COND. COMP.
NWv
WATER VALVE
®w+
WATER METER
®
ELECTRICAL TRANSFORMER
®GM
GAS METER
OMH
MANHOLE
oc.o.
CLEANOUT
- 5 17 H
FIRE HYDRANT
®n'
TELEPHONE PEDESTAL
--- —
BUILDING SETBACK LINE
- -- ----
PROPERTY LINE
-- - - - - --
EASEMENT LINE
P.U.E.
PUBLIC UTILITY EASEMENT
P.A.E.
PRIVATE ACCESS EASEMENT
P.P.E.
PRIVATE PARKING EASEMENT
D.E.
DRAINAGE EASEMENT
E.E.
ELECTRICAL EASEMENT
PARKING REQUIREMENTS:
ORDINANCE:
OFFICE:
1 SPACE / 250 S.F.
REQUIRED:
KM CUSTOM HOMES =
2,006 SQ.FT.
2,006 / 250 = 8 SPC.
STATE FARM =
2,200 SQ.FT.
2,200 / 250 = 9 SPC.
GOLDEN KEYS =
2,200 SQ.FT.
2,200 / 250 = 9 SPC.
TOTAL REQUIRED = 26 SPC.
PROVIDED:
29 STANDARD SPACES
2 VAN H/C SPACES
TOTAL PROVIDED = 31 SPC.
Off' G�
G P I P�,F' Aj
G AP \�v PRINCETON o y�C �Fs ���
NO TO
LO s E
0
a
BARTHOLOW
PINE DGE �O _
Lu
•� Q
Q 0 o�
ARTI
1 ,50
OFF O
T O
4
qG� CAS
PROJECT SITE �q
� a� MIR Cr �P
ry p CT
KEY
UTILITY
DEMAND
PEAK
TYPE
AVG.
FLOW
SEWER
5,760
23,040
WATER
� gpd)
gprn
4
16
IRRIGATION (gpm)
30
30
PROJECT BENCHMARK
(ASSUMED) ELEV= 100.07'
MARKED "X" IN CONCRETE
DRIVEWAY AT THE NORTHEAST
CORNER OF SUBJECT PROPERTY
CURB NOTE: EXPANSION JOINTS TO BE PLACED AT 60'
INTERVALS AND AT ALL RADIUS POINTS, P.C.'s, P.T.'s.
CONSTRUCTION JOINTS SHALL BE PLACED AT 20'
INTERVALES.
f" R
6" 15"
3 "
T ;
N
7 ... ......... 17
ko
M �
3" 3"
24"
• _ #4 BARS
TYPE I
CONCRETE CURB & GUTTER
N.T.S.
#4 BARS @
12" O.C.E. W.
#4 DOWELS 4,000 PSI CONCRETE
(18" LONG) @ 28 DAYS
@ 18" O.C. SAW CUT
/-(ALL SIDES)
RABoN
F
M ETCALF
E NGINEERING
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL: rmengineer @verizon.net
OFFICE - (979) 690 -0329
FAX - (979) 690 -0329
CELL - (979) 219 -4174
DESIGNER
KISSINGER — DRAFTING & DESIGN
4348 CARTER CREEK PRKWY, STE. 103
BRYAN, TX 77802
OFF: (979) 268 -3848
0
Z_
6.i.i
j Q (n
ui �--- (� W � <x
�I O
t-- L _ �2 Z
0 C w >�
Z 066
Z '�' ~ — 0 0
Q � � � J W N
o U 0 9 W��j�pO`
Z
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D
0
CLIENT INFORMATION
KM CONSTRUCTION
c/o KENNY MELESKY
426 TARROW, SUITE 10
COLLEGE STATION, TX 77840
OFF: (979) 587 -2275
FAX: (979) 846 -5589
FILENAME: 0254SP1 R4 SCALE: 1 " =10'
ISSUED DATE: MAY 17, 2005
DRAWN BY: R.A.M.
CHECKED BY: R.A.M.
FIELD BOOK: 4 PAGES: 68 - 70
RABON METCALF ENGINEERING
CLIENT NO. PROJECT NO.
189 — 0254
SHEET NO. 1 OF 3 r.
d
EXISTING
CONCRETE
-
PAVEMENT
Q LL_ a W
Z U
-' -
W
CEMENT STABILIZED
m >
SAND
INITIAL
_
BACK FILL
z
-
r
CLAS II - COMPACT IN 6 "
(MAX) LIFTS TO 90%
SPRING LINE
—_ — __ —__ —_
== O.D. :::::::::. :::
.:_::
STANDARD PROCTOR
OF PIPE
. ..... .
== = - = - - -= ::::-= := : -; -:=
DENSITY @ 0 TO +4% OF
— - --
OPTIMUM MOISTURE
CONTENT WORK IN
BEDDING
AROUND PIPE BY HAND TO
(4" MIN)
EQUALLY
PROVIDE UNIFORM SUPPORT
SPACED
PIPE O.D.
UP TO SPRING LINE
+12" (MIN)
+24" (MAX)
UNDISTURBED SOIL
CONCRETE PATCH
N.T.S.
RABoN
F
M ETCALF
E NGINEERING
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL: rmengineer @verizon.net
OFFICE - (979) 690 -0329
FAX - (979) 690 -0329
CELL - (979) 219 -4174
DESIGNER
KISSINGER — DRAFTING & DESIGN
4348 CARTER CREEK PRKWY, STE. 103
BRYAN, TX 77802
OFF: (979) 268 -3848
0
Z_
6.i.i
j Q (n
ui �--- (� W � <x
�I O
t-- L _ �2 Z
0 C w >�
Z 066
Z '�' ~ — 0 0
Q � � � J W N
o U 0 9 W��j�pO`
Z
cry o x
0 o�
J = 0 0 _
J aw
J
U 00® o
V) c�
D
0
CLIENT INFORMATION
KM CONSTRUCTION
c/o KENNY MELESKY
426 TARROW, SUITE 10
COLLEGE STATION, TX 77840
OFF: (979) 587 -2275
FAX: (979) 846 -5589
FILENAME: 0254SP1 R4 SCALE: 1 " =10'
ISSUED DATE: MAY 17, 2005
DRAWN BY: R.A.M.
CHECKED BY: R.A.M.
FIELD BOOK: 4 PAGES: 68 - 70
RABON METCALF ENGINEERING
CLIENT NO. PROJECT NO.
189 — 0254
SHEET NO. 1 OF 3 r.
1
EXISTING SANITARY 6 0
SEWER MANHOLE , o
RIM = 100.53' f
o /
/
/
N 44' 37' 14" E - 49.91'
AARKED
)NCRETE
IECT BENCHMARK
. = 100.07' (ASSUMED)
°°�
o� f h
o�
WV le o °�° .°°°`� WM ® ® o °
_ � I
�o
CONCRETE CURB (TY 7
& TIE INTO EXISTING
PAVEMENT w / #4
DOWELS @ 24" O.C.
1 0
0
MONOLITHIC CURB @
SIDEWALK -TIE INTO
EXISTING PAVEMENT w / #4
DOWELS @ 24" O.C.
i I
T/C= 100.61 ,
WILLIAMS - WINDER - KING
LOTS 9 -15
CALLED 24.76 ACRES
GRADING NOTES:
1. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 1.00%
SLOPE SO THAT NO PONDING OCCURS.
2. UNLESS OTHERWISE SPECIFIED UNPAVED AREAS SHALL DRAIN AWAY FROM BUILDINGS AT
A MINIMUM SLOPE OF 1.00% OR SO THAT THE PERIMETER CURB IS 6" LOWER THAN THE
FINISH FLOOR.
3. FINISH GRADE ADJACENT TO CURBING OR SIDEWALKS SHALL BE I" BELOW THE TOP OF
CONCRETE AND IN LANDSCAPING AREAS, 2" BELOW.
4. WHEN GRADES FOR TOP OF CURB AND GUTTER FLOWLINE DIFFER THE SLOPES SHOWN ARE
FOR THE GUTTER FLOWLINE.
5. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB HEIGHT IS 6" UNLESS
OTHERWISE SPECIFIED.
6. THE CONTRACTOR SHALL INSURE THAT ALL ENTRANCES AND ACCESSIBLE PATHS, TO AND
FROM THE BUILDING, TO DESIGNATED H/C PARKING SPACES MEET ALL TEXAS ACCESSIBILITY
CODES AND ADA STANDARDS.
7. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR
ADJUSTMENTS TO ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO
MATCH EXISTING GROUND ELEVATIONS & STRUCTURES.
8. SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 4:1 (MAXIMUM) UNLESS OTHERWISE
SPECIFIED.
EROSION CONTROL NOTES
1. THE SITE SUPERINTENDENT, OR HIS REPRESENTATIVE, SHALL MAKE A VISUAL INSPECTION
OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY
AFTER A RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY
FUNCTIONING. ANY DAMAGED CONTROLS SHALL BE REPAIRED PRIOR TO THE END OF THE
WORK DAY, INCLUDING RE- SEEDING AND MULCHING OR RE- SODDING, IF NECESSARY.
2. 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 THE SEDIMENT LEVEL REACHES 25% CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY
SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL.
3. SEDIMENT FENCE, HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL
CONTROL ALL STORM WATER LEAVING THE SITE.
4. THE CONTRACTOR SHALL POST A CONSTRUCTION SITE NOTICE, VISIBLE FROM THE PUBLIC
RIGHT -OF -WAY.
5. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIOR TO
COMMENCEMENT OF WORK AND A NOTICE OF TERMINATION AT THE COMPLETION OF THE
PROJECT TO THE TCEQ.
6. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE
SITE HAS BEEN SEEDED AND /OR SODDED, AND GROUND COVER HAS TAKEN ROOT.
7. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL
DISTURBED AREAS ARE STABILIZED. DESIGNATED AREAS SHALL BE BLOCK SODDED, AND ALL
OTHER AREAS DISTURBED DUE TO CONSTRUCTION SHALL BE HYDRO- MULCHED SEEDED.
THESE STABILIZED AREAS SHALL BE SODDED OR SEEDED, FERTILIZED, AND WATERED TO
ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR IF ACTIVITY CEASES
FOR MORE THAN 14 DAYS.
PAVING NOTES:
THE PAVEMENT SYSTEM SHOWN WHERE NOT DESIGNED WITH THE AID OF A GEOTECNHICAL
INVESTIGATION AND RECOMMENDATIONS, BUT BASED ON MINIMUM CITY STANDARDS AND
HISTORICAL SOIL PROPERTIES TYPICAL OF THIS REGION. DUE TO THE HIGH PLASTIC SOILS
WITHIN THIS AREA SOME MINOR DIFFERENTIAL MOVEMENT MAY STILL OCCUR DUE TO
SEASONAL SOIL MOISTURE VARIATIONS.
A. SUBGRADE:
1. EXISTING TREES AND STUMPS SHALL BE GRUBBED AND REMOVED. VEGETATION SHALL BE
REMOVED AND THE TOP 6" OF TOP SOIL SHALL BE STRIPPED FROM THE AREAS COVERED BY
THE PROPOSED IMPROVEMENTS.
2. STRUCTURAL AREAS SHALL BE PROOF- ROLLED AND, IF REQUIRED AT THE TIME OF
CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE
ENGINEER. MITIGATION OF WEAK AREAS MAY INCLUDE OVER EXCAVATION AND BACKFILLING,
REPROCESSING TO REMOVE MOISTURE, MODIFICATION WITH LIME OR CEMENT ADMIXTURE, OR
USING GEOTEXTILES.
3. AFTER PROOF - ROLLING, AND PRIOR TO PLACEMENT OF FILL, THE EXPOSED SOILS SHALL
BE SCARIFIED AND PROCESSED TO A MOISTURE CONTENT RANGE OF -1% TO +3% OF THE
OPTIMUM MOISTURE CONTENT AND COMPACTED TO A UNIFORM DENSITY OF 95% OF THE
MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 FOR A DEPTH OF AT LEAST EIGHT
INCHES.
4. ANY FILL SOIL SHALL` BE A SILTY OR SANDY CLAY HAVING A PLASTICITY INDEX RANGE
FROM 7 TO 18 AND A LIQUID LIMIT BETWEEN 25 & 35. FILL MATERIAL SHALL BE FREE
FROM TRASH, LUMPS, CLODS, ORGANIC SUBSTANCE & OTHER FOREIGN MATTER. FILL SHALL
BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT WETTED OR DRIED TO A
MOISTURE CONTENT RANGE OF -1% TO +3% OF THE OPTIMUM MOISTURE CONTENT AND
COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED
BY ASTM D698.
5. LIME TREATED SOIL SHOULD BE ROTARY TILLED TO PROVIDE A HOMOGENEOUS MIXTURE
THAT MEETS THE GRADTION REQUIREMENTS SPECIFIED IN THE TxDOT, 1997 STANDARD
SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS & BRIDGES, ITEM NO. 260.
B. PORTLAND CEMENT CONCRETE:
1. ALL CONCRETE, UNLESS OTHERWISE SPECIFIED, SHALL BE 4j SACK MIX WITH A MINIMUM
COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS.
2. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A
DISTANCE GREATER THAN TEN (10) FEET.
3. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE JOINT PLANS SHOWN.
JOINT SPACING SHALL NOT EXCEED 20' IN ANY DIRECTION TO ANOTHER JOINT OR EDGE OF
PAVEMENT. CONTROL JOINTS SHALL BE CUT BETWEEN 4 AND 18 HOURS AFTER PLACEMENT
OF CONCRETE AND MAY BE SUBSTITUTED WITH CONSTRUCTION JOINTS.
4. CONCRETE SHALL NOT BE PLACED IF THE THE AIR TEMPERATURE IS 50'F AND FALLING
OR 957 OR HIGHER. CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 407 AND
RISING OR LESS THAN 957.
C. STEEL:
1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLED STEEL BAR HAVING A MINIMUM
F NOT LESS THAN 40 KSI CONFORMING TO ASTM A615
YIELD STRENG'� 0 , GRADE 40.
2. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING AGENTS.
3. ALL SPLICES IN PAVEMENT AND CURBING STEEL SHALL BE STAGGERED AND LAPPED
30 "xBAR DIAMETER OR 12 ", WHICHEVER IS GREATER.
4. CONCRETE COVERAGE FOR THE REINFORCING SHALL COMPLY WITH THE A.C.I. CODE,
LATEST EDITION. THE STEEL SHALL HAVE A MINIMUM 1j" CLEARANCE WITH THE SOIL.
#4 SMOOTH DOWEL, 18" LONG
& SPACED @ 24" O.C.
(COATED w /HEAVY GREASE)
CONCRETE SIDEWALK,
SEE DETAIL THIS SHEET
♦ °s ' -d'
3" LONG METAL OR PLASTIC CAP, INSIDE
DIAMETER TO BE 1/16" GREATER THAN
DIAMETER OF DOWEL. CAP MUST BE
LONG ENOUGH TO COVER 2" OF DOWEL
AND HAVE STOP SO END OF CAP IS 1"
FROM END OF BAR
CONCRETE SIDEWALK,
SEE DETAIL THIS SHEET
1
TOOL JOINT 1 "R
AT ARTIFICAL
BACK OF CURB ---%
SEAL w /EXPANSION #5 SMOOTH DOWEL, 18" LONG
JOINT MATERIAL & SPACED @ 12" O.C.
„ (COATED w /HEAVY GREASE)
"R
BUILDING °
FOUNDATION
NON - EXTRUDING
FILLER 3" LONG METAL OR PLASTIC CAP, INSIDE
DIAMETER TO BE it" GREATER THAN
DIAMETER OF DOWEL. CAP MUST BE
LONG ENOUGH TO COVER 2" OF DOWEL
AND HAVE STOP SO END OF CAP IS 1"
FROM END OF BAR
EXPANSION /CONSTRUCTION JOINT TO BE SPACED AT 60'
INTERVALS & PLACED AT ALL RADIUS POINTS, PC's, PT's &
OPPOSITE PI's AND ON ALL HORIZONTAL & VERTICAL CURVES.
EXPANSION JOINT
N.T.S.
EXPANSION JOINT, SEE
DETAIL THIS SHEET
- PAVEMENT DRIVEWAY
OR PARKING AREA
,- d �.. . • ._ •: �- a . - 4 �'. .'�.
±
V (oil
MONOLITHIC CURB ` #4 DOWEL @ 24 O.C.
CONCRETE SIDEWALK,
SEE DETAIL THIS EXPANSION JOINT
SHEET w /TOOLED EDGE, SEE
DETAIL THIS SHEET
d . EXISTING CONCRETE
CURB & GUTTER
i
IN
.. DOWEL @ •
EXIS CU
CONCRETE SIDEWALK ADJACENT
TO STRUCTURE
SIDEWALK NOTES:
D
W
00 0
�a-
X
m
WOODEN POST
WIRE MESH FENCE
(ATTACHED TO POST)
FILTER FABRIC
(ATTACHED TO WIRE FENCE)
DETAIL "A"
M
TIE SILT FENCE
TOGETHER AT JOINTS
MTH NYLON CORD
COMPACTED FILL
GROUND
3' LONG WOODEN 24" HIGH SILT FENCE, AS
POST @ 10' SPACING MANUFACTURED BY SILT
O C (MAX) 51OP�OR EQUIVALENT
EXISTING GROUND ®� COMPACTED FILL
% /ice
'WIRE & SILT FENCE
SEE DETAIL "A" i s \ \/ / /\ BURIED 6" BELOW GRADE
(DOWNSTREAM) \�� �� (UPSTREAM)
SIDE VIEW
SILT FENCING
N.T.S.
1. CROSS -SLOPE OF SIDEWALK SHALL NOT EXCEED 2.007a.
2. EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM OF 30' SPACING AND
AT ALL OTHER LOCATIONS WHERE SIDEWALK ADJOINS TO OTHER CONCRETE
STRUCTURES.
3. CONTRACTION JOINTS SHALL BE PLACED AT A 5' MAXIMUM SPACING.
SPACING SHALL BE UNIFORM.
J" EXPANSION JOINT MATERIAL &
V SEALANT (MIN DEPTH OF j ")
EXPANSION JOINT
1" DEPTH (MIN)
CONTRACTION JOINT
/1 Mu I n v11111G1)
IL
2" CLR LIGHT BROOM FINISH
/ f- #3 BARS @ 12" O.C.E.W. 2" CLR
- -d. ; :.e . - - : '' s .. - .. . . " ..: ego- - . -� -.: .'• -.-.- � \ \ \ \
N \ \" \ /•\ j!� / / /� �/\ COMPACTED SUBGRADE
CROSS - SECTION
TYPICAL CONCRETE SIDEWALK
N.T.S.
BACKFILL
-E ROSION CONTRO
T / 1o o.00]
SILT FENCE
OF
REINF
I
0
Ll
CURB OR CONC
TOP
OF
N
I T /G =100.001
CONSTRUCTION
OF
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•
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T /G= 100.40
l
<Q
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r-
_j
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�® X
W
O
T/P= 100.65
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T /G= 100.00 T /P= 100.53
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I-�
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K M CUSTOM
II
w / #4 DOWELS @ 24 O.C.
PARK PLACE
0
Z
H
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Q 0
ZE
LOT 1, BLOCK 1
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BUILDING
w
w
0
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o
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Y
STATE FARM
LO
W
BUILDING
GRADE DRAINAGE
LOT 8A, BLOCK D
_
z
F. F. N 100.
SWALE TO REAR OF
d
LOT 8A @ 1.00% SLOPE
Y
O
SIDEWALK w/1.50%
N
N
CROSS -SLOPE
LO
,
LOT 8B, BLOCK D
(AWAY FROM BUILDING)
•
d W
1 �
T/G= 100.15 T/P= 100.53
5' WIDE CONCRETE
SIDEWALK ADJACENT
'
T /P= 100.65
I
TO STRUCTURE
E.M.
NEW 5' WALK
100
A/C PAD
41
\ , °°
EX. 5' WALK
rn
T/G =99.25
EXISTING
(
FIRE HYDRANT
((,
A
�
� i - J
9�
RSF
�RSF �RSF
RSF
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S4
°57'10 "W - 39.74'
1/2" I.R. w
/CAP
S 44° 58'
10" W
8.10'
WILLIAMS - WINDER - KING
LOTS 9 -15
CALLED 24.76 ACRES
GRADING NOTES:
1. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 1.00%
SLOPE SO THAT NO PONDING OCCURS.
2. UNLESS OTHERWISE SPECIFIED UNPAVED AREAS SHALL DRAIN AWAY FROM BUILDINGS AT
A MINIMUM SLOPE OF 1.00% OR SO THAT THE PERIMETER CURB IS 6" LOWER THAN THE
FINISH FLOOR.
3. FINISH GRADE ADJACENT TO CURBING OR SIDEWALKS SHALL BE I" BELOW THE TOP OF
CONCRETE AND IN LANDSCAPING AREAS, 2" BELOW.
4. WHEN GRADES FOR TOP OF CURB AND GUTTER FLOWLINE DIFFER THE SLOPES SHOWN ARE
FOR THE GUTTER FLOWLINE.
5. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB HEIGHT IS 6" UNLESS
OTHERWISE SPECIFIED.
6. THE CONTRACTOR SHALL INSURE THAT ALL ENTRANCES AND ACCESSIBLE PATHS, TO AND
FROM THE BUILDING, TO DESIGNATED H/C PARKING SPACES MEET ALL TEXAS ACCESSIBILITY
CODES AND ADA STANDARDS.
7. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR
ADJUSTMENTS TO ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO
MATCH EXISTING GROUND ELEVATIONS & STRUCTURES.
8. SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 4:1 (MAXIMUM) UNLESS OTHERWISE
SPECIFIED.
EROSION CONTROL NOTES
1. THE SITE SUPERINTENDENT, OR HIS REPRESENTATIVE, SHALL MAKE A VISUAL INSPECTION
OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY
AFTER A RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY
FUNCTIONING. ANY DAMAGED CONTROLS SHALL BE REPAIRED PRIOR TO THE END OF THE
WORK DAY, INCLUDING RE- SEEDING AND MULCHING OR RE- SODDING, IF NECESSARY.
2. 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 THE SEDIMENT LEVEL REACHES 25% CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY
SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL.
3. SEDIMENT FENCE, HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL
CONTROL ALL STORM WATER LEAVING THE SITE.
4. THE CONTRACTOR SHALL POST A CONSTRUCTION SITE NOTICE, VISIBLE FROM THE PUBLIC
RIGHT -OF -WAY.
5. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIOR TO
COMMENCEMENT OF WORK AND A NOTICE OF TERMINATION AT THE COMPLETION OF THE
PROJECT TO THE TCEQ.
6. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE
SITE HAS BEEN SEEDED AND /OR SODDED, AND GROUND COVER HAS TAKEN ROOT.
7. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL
DISTURBED AREAS ARE STABILIZED. DESIGNATED AREAS SHALL BE BLOCK SODDED, AND ALL
OTHER AREAS DISTURBED DUE TO CONSTRUCTION SHALL BE HYDRO- MULCHED SEEDED.
THESE STABILIZED AREAS SHALL BE SODDED OR SEEDED, FERTILIZED, AND WATERED TO
ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR IF ACTIVITY CEASES
FOR MORE THAN 14 DAYS.
PAVING NOTES:
THE PAVEMENT SYSTEM SHOWN WHERE NOT DESIGNED WITH THE AID OF A GEOTECNHICAL
INVESTIGATION AND RECOMMENDATIONS, BUT BASED ON MINIMUM CITY STANDARDS AND
HISTORICAL SOIL PROPERTIES TYPICAL OF THIS REGION. DUE TO THE HIGH PLASTIC SOILS
WITHIN THIS AREA SOME MINOR DIFFERENTIAL MOVEMENT MAY STILL OCCUR DUE TO
SEASONAL SOIL MOISTURE VARIATIONS.
A. SUBGRADE:
1. EXISTING TREES AND STUMPS SHALL BE GRUBBED AND REMOVED. VEGETATION SHALL BE
REMOVED AND THE TOP 6" OF TOP SOIL SHALL BE STRIPPED FROM THE AREAS COVERED BY
THE PROPOSED IMPROVEMENTS.
2. STRUCTURAL AREAS SHALL BE PROOF- ROLLED AND, IF REQUIRED AT THE TIME OF
CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE
ENGINEER. MITIGATION OF WEAK AREAS MAY INCLUDE OVER EXCAVATION AND BACKFILLING,
REPROCESSING TO REMOVE MOISTURE, MODIFICATION WITH LIME OR CEMENT ADMIXTURE, OR
USING GEOTEXTILES.
3. AFTER PROOF - ROLLING, AND PRIOR TO PLACEMENT OF FILL, THE EXPOSED SOILS SHALL
BE SCARIFIED AND PROCESSED TO A MOISTURE CONTENT RANGE OF -1% TO +3% OF THE
OPTIMUM MOISTURE CONTENT AND COMPACTED TO A UNIFORM DENSITY OF 95% OF THE
MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 FOR A DEPTH OF AT LEAST EIGHT
INCHES.
4. ANY FILL SOIL SHALL` BE A SILTY OR SANDY CLAY HAVING A PLASTICITY INDEX RANGE
FROM 7 TO 18 AND A LIQUID LIMIT BETWEEN 25 & 35. FILL MATERIAL SHALL BE FREE
FROM TRASH, LUMPS, CLODS, ORGANIC SUBSTANCE & OTHER FOREIGN MATTER. FILL SHALL
BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT WETTED OR DRIED TO A
MOISTURE CONTENT RANGE OF -1% TO +3% OF THE OPTIMUM MOISTURE CONTENT AND
COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED
BY ASTM D698.
5. LIME TREATED SOIL SHOULD BE ROTARY TILLED TO PROVIDE A HOMOGENEOUS MIXTURE
THAT MEETS THE GRADTION REQUIREMENTS SPECIFIED IN THE TxDOT, 1997 STANDARD
SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS & BRIDGES, ITEM NO. 260.
B. PORTLAND CEMENT CONCRETE:
1. ALL CONCRETE, UNLESS OTHERWISE SPECIFIED, SHALL BE 4j SACK MIX WITH A MINIMUM
COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS.
2. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A
DISTANCE GREATER THAN TEN (10) FEET.
3. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE JOINT PLANS SHOWN.
JOINT SPACING SHALL NOT EXCEED 20' IN ANY DIRECTION TO ANOTHER JOINT OR EDGE OF
PAVEMENT. CONTROL JOINTS SHALL BE CUT BETWEEN 4 AND 18 HOURS AFTER PLACEMENT
OF CONCRETE AND MAY BE SUBSTITUTED WITH CONSTRUCTION JOINTS.
4. CONCRETE SHALL NOT BE PLACED IF THE THE AIR TEMPERATURE IS 50'F AND FALLING
OR 957 OR HIGHER. CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 407 AND
RISING OR LESS THAN 957.
C. STEEL:
1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLED STEEL BAR HAVING A MINIMUM
F NOT LESS THAN 40 KSI CONFORMING TO ASTM A615
YIELD STRENG'� 0 , GRADE 40.
2. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING AGENTS.
3. ALL SPLICES IN PAVEMENT AND CURBING STEEL SHALL BE STAGGERED AND LAPPED
30 "xBAR DIAMETER OR 12 ", WHICHEVER IS GREATER.
4. CONCRETE COVERAGE FOR THE REINFORCING SHALL COMPLY WITH THE A.C.I. CODE,
LATEST EDITION. THE STEEL SHALL HAVE A MINIMUM 1j" CLEARANCE WITH THE SOIL.
#4 SMOOTH DOWEL, 18" LONG
& SPACED @ 24" O.C.
(COATED w /HEAVY GREASE)
CONCRETE SIDEWALK,
SEE DETAIL THIS SHEET
♦ °s ' -d'
3" LONG METAL OR PLASTIC CAP, INSIDE
DIAMETER TO BE 1/16" GREATER THAN
DIAMETER OF DOWEL. CAP MUST BE
LONG ENOUGH TO COVER 2" OF DOWEL
AND HAVE STOP SO END OF CAP IS 1"
FROM END OF BAR
CONCRETE SIDEWALK,
SEE DETAIL THIS SHEET
1
TOOL JOINT 1 "R
AT ARTIFICAL
BACK OF CURB ---%
SEAL w /EXPANSION #5 SMOOTH DOWEL, 18" LONG
JOINT MATERIAL & SPACED @ 12" O.C.
„ (COATED w /HEAVY GREASE)
"R
BUILDING °
FOUNDATION
NON - EXTRUDING
FILLER 3" LONG METAL OR PLASTIC CAP, INSIDE
DIAMETER TO BE it" GREATER THAN
DIAMETER OF DOWEL. CAP MUST BE
LONG ENOUGH TO COVER 2" OF DOWEL
AND HAVE STOP SO END OF CAP IS 1"
FROM END OF BAR
EXPANSION /CONSTRUCTION JOINT TO BE SPACED AT 60'
INTERVALS & PLACED AT ALL RADIUS POINTS, PC's, PT's &
OPPOSITE PI's AND ON ALL HORIZONTAL & VERTICAL CURVES.
EXPANSION JOINT
N.T.S.
EXPANSION JOINT, SEE
DETAIL THIS SHEET
- PAVEMENT DRIVEWAY
OR PARKING AREA
,- d �.. . • ._ •: �- a . - 4 �'. .'�.
±
V (oil
MONOLITHIC CURB ` #4 DOWEL @ 24 O.C.
CONCRETE SIDEWALK,
SEE DETAIL THIS EXPANSION JOINT
SHEET w /TOOLED EDGE, SEE
DETAIL THIS SHEET
d . EXISTING CONCRETE
CURB & GUTTER
i
IN
.. DOWEL @ •
EXIS CU
CONCRETE SIDEWALK ADJACENT
TO STRUCTURE
SIDEWALK NOTES:
D
W
00 0
�a-
X
m
WOODEN POST
WIRE MESH FENCE
(ATTACHED TO POST)
FILTER FABRIC
(ATTACHED TO WIRE FENCE)
DETAIL "A"
M
TIE SILT FENCE
TOGETHER AT JOINTS
MTH NYLON CORD
COMPACTED FILL
GROUND
3' LONG WOODEN 24" HIGH SILT FENCE, AS
POST @ 10' SPACING MANUFACTURED BY SILT
O C (MAX) 51OP�OR EQUIVALENT
EXISTING GROUND ®� COMPACTED FILL
% /ice
'WIRE & SILT FENCE
SEE DETAIL "A" i s \ \/ / /\ BURIED 6" BELOW GRADE
(DOWNSTREAM) \�� �� (UPSTREAM)
SIDE VIEW
SILT FENCING
N.T.S.
1. CROSS -SLOPE OF SIDEWALK SHALL NOT EXCEED 2.007a.
2. EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM OF 30' SPACING AND
AT ALL OTHER LOCATIONS WHERE SIDEWALK ADJOINS TO OTHER CONCRETE
STRUCTURES.
3. CONTRACTION JOINTS SHALL BE PLACED AT A 5' MAXIMUM SPACING.
SPACING SHALL BE UNIFORM.
J" EXPANSION JOINT MATERIAL &
V SEALANT (MIN DEPTH OF j ")
EXPANSION JOINT
1" DEPTH (MIN)
CONTRACTION JOINT
/1 Mu I n v11111G1)
IL
2" CLR LIGHT BROOM FINISH
/ f- #3 BARS @ 12" O.C.E.W. 2" CLR
- -d. ; :.e . - - : '' s .. - .. . . " ..: ego- - . -� -.: .'• -.-.- � \ \ \ \
N \ \" \ /•\ j!� / / /� �/\ COMPACTED SUBGRADE
CROSS - SECTION
TYPICAL CONCRETE SIDEWALK
N.T.S.
BACKFILL
-E ROSION CONTRO
T / 1o o.00]
SILT FENCE
OF
REINF
I
FENCE
OF
CURB OR CONC
TOP
OF
C
I T /G =100.001
CONSTRUCTION
OF
. ,
��►►
•
JOINT LEGEND
CONTROL JOINT
- C- CONSTRUCTION JOINT
- - - EXPANSION JOINT
GRADING LEGEND
T / 1o o.00]
TOP
OF
PAVEMENT
I T /C=100- _ 0 _ 0 _ j
TOP
OF
CURB OR CONC
T /w= 100.00 I
TOP
OF
WALK OR WALL
I T /G =100.001
TOP
OF
GRD OR GRATE
PROJECT BENCHMARK
(ASSUMED) ELEV= 100.07'
MARKED "X" IN CONCRETE
DRIVEWAY AT THE NORTHEAST
CORNER OF SUBJECT PROPERTY
RABoN a
ETCALF
ENGINEERING
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL: rmengineer @verizon.net
OFFICE - (979) 690 -0329
FAX - (979) 690 -0329
CELL - (979) 2194174
DESIGNER
KISSINGER - DRAFTING & DESIGN
4348 CARTER CREEK PRKWY, STE. 103
BRYAN, TX 77802
OFF: (979) 268 -3848
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CLIENT INFORMATION
KM CONSTRUCTION
c/o KENNY MELESKY
426 TARROW, SUITE 10
COLLEGE STATION, TX 77840
OFF: (979) 587 -2275
FAX: (979) 846 -5589
FILENAME: 0254GP1 SCALE: 1"=10'
ISSUED DATE: MAY 17, 2005
DRAWN BY: R.A.M.
CHECKED BY: R.A.M.
FIELD BOOK: 4 PAGES: 68 - 70
RABON METCALF ENGINEERING
CLIENT NO. PROJECT NO.
189 - 0254
SHEET NO. 2 OF 3
LOT 3C, BLOCK A
W.&UM Il - 31v
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CLIENT INFORMATION
KM CONSTRUCTION
c/o KENNY MELESKY
426 TARROW, SUITE 10
COLLEGE STATION, TX 77840
OFF: (979) 587 -2275
FAX: (979) 846 -5589
FILENAME: 0254GP1 SCALE: 1"=10'
ISSUED DATE: MAY 17, 2005
DRAWN BY: R.A.M.
CHECKED BY: R.A.M.
FIELD BOOK: 4 PAGES: 68 - 70
RABON METCALF ENGINEERING
CLIENT NO. PROJECT NO.
189 - 0254
SHEET NO. 2 OF 3
LOT 3C, BLOCK A
W.&UM Il - 31v
°°�
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1
EXISTING SANITARY '
SEWER MANHOLE
PARK PLACE
LOT 1, BLOCK 1
ZONED C -1
EXISTING
FIRE HYDRANT
LOT 3C, BLOCK A
ZONED C -1
N 44 37' 14" E
49.91'
1 -3/4" DOMESTIC METER &
1 -3/4" IRRIGATION METER
47' P.P.E.
(4354/162)
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LOT 8A, BLOCK D
ZONED C -1
PAD
NEW 6' WALK
S 44' 57 10" W
39.74'
WILLIAMS - WINDER - KING
LOTS 9 - 15
CALLED 24.76 ACRES
ZONED R -7
LANDSCAPING NOTES:
1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RABON METCALF ENGINEERING (RME). RME IS
NEITHER A LICENSED LANDSCAPE ARCHITECT OR IRRIGATOR. THIS PLAN WAS PREPARED FOR THE SOLE
PURPOSE TO MEET THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN
DEVELOPMENT PERMITS. ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS
DEVELOPMENT SERVICES DEPARTMENT FOR REVIEW AND APPROVAL.
2. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS
REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK,
RIGHT -OF -WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
3. ANY ADJACENT PROPERTY AND RIGHT -OF -WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO
THEIR EXISTING CONDITIONS OR BETTER.
4. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO
PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIMESTONE BASE MATERIAL, OR
COMPACTED STABILIZED EARTH.
5. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT SOIL.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS NEEDED, FOR THE
INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED GROUND COVER BEDS.
7. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED.
8. COVER AREAS TO BE PLANTED WITH 3" APPROVED ORGANIC MATTER, 2" PINE BARK MULCH, AND
13 -13 -13 FERTILIZER AT THE RATE OF 5 LBS. /100 SQFT. OF BED AREA.
9. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED WITH EITHER BERMUDA
(2 LBS /1,000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 OR BERMUDA /RYE GRASS MIX (2 LBS /5 LBS. PER
1,000 SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14.
IRRIGATION NOTES:
1. AN IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED IRRIGATOR FOR ALL NEW PLANTED AND
LANDSCAPED AREAS.
2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED
PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY
ORDINANCE 2394.
3. ALL 'BACK FLOW DEVICES MUST BE "'INSTALLED'AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE
2394.
4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE COORDINATED WITH THE CONTRACTOR AND ALL SLEEVING
SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEWALK WHERE APPLICABLE.
5. THE IRRIGATION SYSTEM MUST BE INSTALLED AND APPROVED PRIOR TO ISSUANCE OF CoCS -
CERTIFICATION OF COMPLETION.
6. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION PLAN TO THE OWNER FOR REVIEW AND
APPROVAL. THE IRRIGATION PLAN SHALL DEMOSTRATE THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY
SUPPLY ALL WATER NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL
WATERING NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS.
7. THE EXISTING IRRIGATION SYSTEM FOR ADJACENT DEVELOPMENTS ARE NOT SHOWN.
LANDSCAPING REQUIREMENTS
SITE AREA METHOD: CANOPY REQUIREMENTS:
7,166 sqft. 0 30 pnts. /1000 sqft.: 50% CANOPY TREES: (800 x 507.) = 400 pnts.
(7,166/1000 x 30) = 214 pnts. REQUIRED = 400 pnts.
PROVIDED = 450 pnts.
TOTAL LANDSCAPE POINTS REQUIRED = 800 pnts.
TOTAL LANDSCAPE POINTS PROVIDED = 860 pnts.
LANDSCAPE SCHEDULE
SYMBOL
NO OF
SIZE
BOTANICAL
COMMON
TYPE
NOTES
POINTS
PLANTS
NAME
NAME
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3
2.1" TO 3.4"
QUERCUS
WATER
PROPOSED
30 GALLON
450
CALIPER
NIGRA
OAK
CANOPY TREE
2.1" TO 3.4"
QUERCUS
WATER
BUFFER YARD
2
CALIPER
NIGRA
OAK
PROPOSED
30 GALLON
N/A
CANOPY TREE
9
> 1.25"
LAGERSTROEMIA
CREPE-
PROPOSED
NON- CANOPY
15 GALLON
360
CALIPER
INDICA
MYRTLE
TREE
MYRICA
DWARF
PROPOSED
5
15 GALLON
CERIFERA
WAX
SHRUB
50
NANA
MYRTLE
LOT 8B, BLOCK D HATCH LEGEND
ZONED C -1 willilmlillin SOLID SOD AREAS
(TIF 419)
SEEDED AREAS
EX. 5' WALK
20' D.E. & E.E.
(590/269)
` I.R. w /CAP
S 44' 58' 10" W
8.10'
BUFFER YARD: 10' WIDE BUFFER
YARD w/2 WATER OAKS (2"
CALIPER - QUERCUS NIGRA)
III=
=111
=111
f
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"X" MARKED 24' P.A.E.
IN CONCRETE
(590, 269)
32' P.U.E.
(590/269)
15' COMMON AREA
& P.U.E. (4354/162)
65' P.P.E.
(4354/162)
0 1
15' COMMON AREA
& P.U.E. (4354/162)
TREE PLANTING NOTES:
1. STAKE ABOVE FIRST BRANCHES OR
AS NECESSARY TO PREVENT AGAINST
SLIPPING OF RUBBER HOSES.
2. PLANT SO THAT TOP OF ROOT BALL
IS EVEN WITH THE FINISHED GRADE.
12 GAUGE GALVANIZED
WIRE ENCASED IN 1 "0
RUBBER HOSE
2 "x2 "x8" PINE STAKES
OR METAL "T" POSTS-
(MINIMUM OF TWO)
PINE BARK MULCH
(MINIMUM 2" THICK)
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NEW TOPSOIL
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8" DEEP)
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J "x4" STEEL EDGE
(OPTIONAL, EXCEPT AT
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COLOR SPECIFIED BY OWNER
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MULCH, Y4 COMPOST} PLANTING MATERIAL
SHRUB PLANTING @ BUILDING
N.T.S.
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EXTEND SLEEVING 24" (MIN) io 0-1 .. I- . - - s -:a: n _
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BEYOND PAVEMENT & SEAL
TAPE OPENING (BOTH ENDS)
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FOR SIZE & TYPE)
SLEEVING
N.T.S.
RABON
M ETCALF
ENGINEERING
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL: rmengineer @verizon.net
OFFICE - (979) 690 -0329
FAX - (979) 690 -0329
CELL - (979) 219 -4174
DESIGNER
KISSINGER — DRAFTING & DESIGN
4348 CARTER CREEK PRKWY, STE. 103
BRYAN, TX 77802
OFF. (979) 268 -3848
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CLIENT INFORMATION
KM CONSTRUCTION
c/o KENNY MELESKY
426 TARROW, SUITE 10
COLLEGE STATION, TX 77840
OFF. (979) 587 -2275
FAX: (979) 846 -5589
FILENAME: 0254LP1 RF SCALE. 1 " =10'
ISSUED DATE: MAY 17, 2005
DRAWN BY: R. A.M.
CHECKED BY: R.A.M.
FIELD BOOK: 4 PAGES: 68 - 70
RABON METCALF ENGINEERING
CLIENT NO. PROJECT NO.
169 - 0254 -
SHEET N0. 3 OF 3