HomeMy WebLinkAboutSidewalk Detail DrawingsCROSS SLOPE
2% MIN.
CROSS SLOPE
CRASS SLOPE SIDEWALK �
2X to 4'/. 2i( MAX., lY. MW. -
PAVEMENT
URB
IA\ O
8' TYP. a
NOTE=
THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE
REOUIREMENTS BERMS MAY BE REQUIRED
OUTSIDE OF THE SIDEWALK.
•� I 'eh � Sip �• r ���Ie
Ito ew tY -
. - - NIhO jSI e
6_ e
$treat ,.�i I ' PER 7AS
n STANDARDS
SIDEWALK SLOPE REQUIREMENTS
4 "x4 "x3/16" STRUCTURAL STEEL TUBING
' D.C. MAXIMUM ' O.C. MAXI
O.C.
NOTES:
L SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B /CS UNIFIED DESIGN GUIDELINES.
2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS
0 40' O.C..CONTRACTK)N JOINTS Q 4'0.C.
3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.)
WITH ■3 x 12" BARS Q 12" O.C. OR -4 x 12" BARS Q 18" O.C.
4. COMPACTION- COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98X OF MAXIMUM DRY DENSITY AS
DETERMINED BY PROCTOR COMPACTION TEST ASTM 0698 (STANDARD) AND SHALL BE 0 -4/ WET OF THE OPTIMUM MOISTURE CONTENT
5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK.
SEAL WITH EXPANSION
JOINT MATERIAL SMOOTH DOWEL BAR
1/4" R 1/2" 0 X 18 ", 12" O.C.
3/4" (COATED W /HEAVY GREASE)
- -fi
RECYCLED MATERIAL. 1/2"
THICK AS MANUFACTURED 3" LONG METAL OR PLASTIC CAP, INSIDE
BY J.O. RUSSELL COLOR DIAMETER TO BE 1/16" GREATER' THAN
APPROVED EQUAL DIAMETER OF DOWEL BAR. CAP MUST
BE LONG ENOUGH TO COVER 2"OF
DOWEL AND HAVE STOP SO ENO OF
CAP IS 1 FROM END OF BAR.
SIDEWALK EXPANSION
& CONSTRUCTION JOINT
SWI -00 SAWED OR FORMED.
1/8" TO 3/16" SEAL WITH EXPANSION
JOINT MATERIAL, MN.
3 /S" R
O.C.
4 ..
F
SIDEWALK CONTRACTION JOINT
3 �� g ' 4 "x2 "x3 1t6 STRUCTURAL STEEL TUBING
STEEL T /UBING TRUCT(HtAL t"xt"x3 /!6" STRUCTURAL STEEL TUBING
SEE CONNECTION DETAIL
TYPICAL PEDESTRIAN '�_" DNA. BOLT
f"I T T IL CONATECTIONDETAIL
S� 1-01
L
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION
SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED.
IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL
BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE.
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS
BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS
ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR.
ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN.
1 6" i
I.' MAX. SAND LAYING COURSE
ACCEPTABLE
PAVER MATERIAL
SIDEWALK PAVER SECTION
CONCRETE SIDEWALK
3-0" MIN.
5' x 5'
5' -0
"VARIES - �
MAX. I
.E- 2'/,
REOIAREMOTS OF ASTM C -936, C -33. LAY IN A TWO BY TWO
SEE NOTE 4
-3 BARS Q 12" O.C.E.W. OR
28 -DAY CONCRETE
-4 BARS Q 18" O.C.E.W.
STRENGTH= 3000 psi
** VARIES -I r 4 '
(4" THICK MIN.)
3Annwo VARIES NEENAH GRATE BOLTED
SEE FINISH NOTE
ALONG LOCAL STREETS
DETECTABLE WARNING PAVER WITH
_
3'-0" MIN.
W ARES -�I
MAX
SEE NOTE 4
-3 BARS Q 12" O.C.E.W. OR 28 -DAY CONCRETE
■4 BARS Q 18" O.C.E.W. STRENGTH - 3000 psi
(4" THICK MIN.)
SEE FINISH NOTE
ALONG MINOR COLL ECTORS
.
ppC��� p� I
PAVERR MATA AL 8' -0 VARIES - �
MAX.... ,...,. I
SEE NOTE 4
SEE NOTE 3-
28 -DAY CONCRETE
13 BARS Q 12 O.C.E.W. OR STRENGTH = 3000 _ psi
-4 BARS O 18" O.C.E.W. (4- THICK MIN.)
SEE FINISH NOTE
ALONG MINOR COLLECTORS
M0111w:�T
SW1 -02
, ■
SWEEP SAND
MIN 8" 1N70 ALL JOINTS
MAX 24" CONC. SIDEWALK
3 -1/2"
V)Wi"
W a: C I � LANDING
c j
C
o:Q:o.B:a`.aa:ga:
DETECTABLE
WARNING SURFACE
4 MAX.
AND USUAL
6•• MIN. FACE OF
10" MAX, CURB
TYPICAL PLACEMENT OF DETECTABLE WARNING
SURFACE ON LANDING AT STREET EDGE
SW2-00
c
c
° Landing
o
Detectable warning - surface
(Domes to run pordlel to
4" Mox pedestrian travel)
and Usud
co a uo`pp;a; -- - Side flare
0: 0 0 , 0.0" ,
000:
4. .. ... tTypico0
6.. rnvl \__ Face of
10" max curb
TYPICAL PLACEMENT OF DETECTABLE
5' x 5'
C
LANDING
REOIAREMOTS OF ASTM C -936, C -33. LAY IN A TWO BY TWO
UNIT BASKET WEAVE PATTERN OR AS DIRECTED.
wyo
m � O
VARIES r 4.
�I
CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT
** VARIES -I r 4 '
DETECTABLE WARNING PAVER UNITS USING A POWER SAW.
3Annwo VARIES NEENAH GRATE BOLTED
NO.3 REBAR AROUND PAVER INSET
DETECTABLE WARNING PAVER WITH
_
Spote W PLACE OR APPROVED
EQUAL
3• I GREEN SPACE
V
7 . x SIDEWALK
-•rr
s
SIDE FL
SIDEWALK
1:10 SLOP
E!
6 No.4 BARS
^
(TYPICAL)
---(
t tf I
l t
W ARNING T E
AMP *m - ,
` 1 121 'k .S
�..,
DETECTABLE
WARNING
SURFACE
tT vAR+ES
1 1X
PROPERTY LINE ` L -
DACE
PROPERTY L
LINE
TRE NCH
�APPROVAL
®
? \
S.
P�
ALLOWED WITH PRIOR
FROM THE CITY ENGINEER AND
{
?�y \ ' ' e ..:
V
WHERE THEM IS NO OTHER
STORM SEWER
AVAILABLE.
** 23' OD' CURB RADUS) ?s ue
21.5' t20' CURB RADIUS{ Y
t6.5't25'CURB RADIUS)
b
CROSS SLOPE NOT TO EXCEED
2X OR BE LESS THAN IX ON ANY \ _
POREION OF RAMP OR TRANSITION �+
CI1R8 2 RADIUS) ` W
* *21.5' .V ( t220" CURB RADIUS) o
TO STREET k'
16S't2S'CURB RAO.uS) v'
,
b °
•
I y
CROSS SLOPE NOT TO EXCEED bb°
{
2Y. OR BE LESS THAN 1X ON ANY
PORTION Of RAMP OR TRANSITION °
'
TO STREET
8'
5' 3'
Isoinetfic Eew
5 SIDENGTALK AMBULATORY
8' SIDEWALK AMBULATORY
SIDEWALK DRAINAGE
RAMP AT STREET INTERSECTION
RAMP AT STREET INTERSECTION
TRENCH GRATE SW3 -02
SW3 -00
SW3 -01
*CROSS SLOPE NOT TO EXCEED
*CROSS SLOPE NOT TO EXCEED
*CROSS SLOPE NOT TO EXCEED
27. OR BE LESS THAN IY. ON ANY
2r. OR BE LESS THAN 11 ON ANY
PORTION OF RAMP OR TRANSITION
2x OR BE LESS THAN 17 ON ANY
PORTION OF RAMP OR TRANSITION
PORTION OF RAMP OR TRANSITION
TO STREET
TO STREET /
TO STREET /
ti�� 0
J
PRO)�RTY /
PROPERTY / /
PRO TY
/ DETECTABLE
/ DETECTABLE
/ DETECTABLE
/ WARNING
SURFACE
y� S'SOEWALK
-'" SURFACE �J
SURFACE
y r y
RAMP
):i2 C'� °
in OPE
N �
5'SIDEWALK tct2�i «e
,r
1:12
SLOPE M
3 . EXPANSION JT. &
SMOOTH DOWEL BAR.
3' SMOOTH BAR.
EXPANSION Ji. f4
1/2" DIA. X 16 ", WITH
CAP o 12" O.C.
C� Q 12 X 16" WITH
BACK- SMOOTH DOWEL BAR,
OF CURB 1/2" DU►. X 16". WITH
O CURB 6' MN. (COATED W /NAVY
BACK (COATED W /HEAVY
OF CURB 6' GREASE)
CAP a 12" D.C.
6'MIN. (COATED W /HEAVY
GREASE)
8' SIDEWALK AMBULATORY RAMP
6' SIDEWALK AMBULATORY RAMP
5' SIDEWALK AMBULATORY RAMP
AT STREET INTERSECTION & DRIVES
AT STREET INTERSECTION & DRIVES
AT STREET INTERSECTION & DRIVES
SV -03
7-041
ISW,3-05
, ■
SWEEP SAND
MIN 8" 1N70 ALL JOINTS
MAX 24" CONC. SIDEWALK
3 -1/2"
V)Wi"
W a: C I � LANDING
c j
C
o:Q:o.B:a`.aa:ga:
DETECTABLE
WARNING SURFACE
4 MAX.
AND USUAL
6•• MIN. FACE OF
10" MAX, CURB
TYPICAL PLACEMENT OF DETECTABLE WARNING
SURFACE ON LANDING AT STREET EDGE
SW2-00
c
c
° Landing
o
Detectable warning - surface
(Domes to run pordlel to
4" Mox pedestrian travel)
and Usud
co a uo`pp;a; -- - Side flare
0: 0 0 , 0.0" ,
000:
4. .. ... tTypico0
6.. rnvl \__ Face of
10" max curb
TYPICAL PLACEMENT OF DETECTABLE
6. 3 -I- Foceof
(TYPICAL) T 4'RAMP WIDTHT ITA I, curb
(TYPICAL)
TYPICAL, AMBULATORY RAMP W/
FLARED WINGS
SW2 -01
W2 -02
GENERAL NOTES FOR
DETECTABLE WARNINGS
1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THA
CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION
4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE
SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES.
INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED
DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED
CONCRETE. UNLESS SPECIFIED ELSEWHERE IN THE PLANS.
2. OETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND
NOT ALLOW WATER TO ACCUMULATE.
3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN
TRAVEL WHEN ENTERING THE STREET.
4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE
APPROXIMATE LOCATION FOR THE DETECABLE WARNING
SURFACE FOR EACH CURB RAMP TYPE.
5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN
DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE
FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE
PEDESTRIAN ACCESS ROUTE ENTERS THE STREET.
6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE
EDGE NEAREST THE CURB LINE IS A M OF 6" AND -A
MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB.
DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE
CORNER RADIUS.
7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY. VITRIFIED
POLYMER COMPOSITE, PRECAST POLYMER CONCRETE,
AND CONCRETE.
PEDESTRIAN FACILITIES
GENERAL NOTES
1. ALL SLOPES ARE MAXIMUM ALL WABLE. THE LEAST POSSIBLE SLOPE THAT WILL
STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE
OF APPROACH SIDEWALKS AS DIRECTED.
2. LANDINGS SH ALL BE A 5'X 5' MINIMUM WITH A MAXIMUM 2X SLOPE IN ANY
DIRECTION.
3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF
4'X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE
THE PARALLEL VEHICULAR TRAVEL PATH.
4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2X.
5.CURS RAMPS WITH RETURNED CURBS MAY BE USED ONL WHERE PEDESTRIANS
WOULD NOT NORMALLY WALK ACROSS THE RAMP.EITHER BECAUSE THE ADJACENT
SURFACE IS PLANTING OR OTHER NON - WALKING SURFACE OR BECAUSE THE SIDE
APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE. PROVIDE FLARED SIDES.
6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIVE VALUE
AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY
STANDARDS ITAS) AND 16 TAC 668.102.
7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MIN>A8)M
OF 5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE
OVER OR THROUGH THEM.
S. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE
AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK
MARKINGS ARE NOT REQUUtED.CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL
CROSSWALKS, OR AS DIRECTED BY THE ENGINEER.
9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS
07HERWISE SHOWN ON THE PLANS.
10. HANDRAILS ARE NOT REOUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER
ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB.
11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER
ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET.
13. FLARE SLOPE SHALL NOT EXCEED 10i MEASURED ALONG CURB LINE.
5' x 5'
C
LANDING
REOIAREMOTS OF ASTM C -936, C -33. LAY IN A TWO BY TWO
UNIT BASKET WEAVE PATTERN OR AS DIRECTED.
wyo
m � O
CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT
ay e
DETECTABLE WARNING PAVER UNITS USING A POWER SAW.
NO.3 REBAR AROUND PAVER INSET
DETECTABLE WARNING PAVER WITH
_
W
V
-•rr
SIDE FL
1:10 SLOP
N
^
(TYPICAL)
6. 3 -I- Foceof
(TYPICAL) T 4'RAMP WIDTHT ITA I, curb
(TYPICAL)
TYPICAL, AMBULATORY RAMP W/
FLARED WINGS
SW2 -01
W2 -02
GENERAL NOTES FOR
DETECTABLE WARNINGS
1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THA
CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION
4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE
SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES.
INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED
DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED
CONCRETE. UNLESS SPECIFIED ELSEWHERE IN THE PLANS.
2. OETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND
NOT ALLOW WATER TO ACCUMULATE.
3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN
TRAVEL WHEN ENTERING THE STREET.
4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE
APPROXIMATE LOCATION FOR THE DETECABLE WARNING
SURFACE FOR EACH CURB RAMP TYPE.
5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN
DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE
FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE
PEDESTRIAN ACCESS ROUTE ENTERS THE STREET.
6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE
EDGE NEAREST THE CURB LINE IS A M OF 6" AND -A
MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB.
DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE
CORNER RADIUS.
7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY. VITRIFIED
POLYMER COMPOSITE, PRECAST POLYMER CONCRETE,
AND CONCRETE.
PEDESTRIAN FACILITIES
GENERAL NOTES
1. ALL SLOPES ARE MAXIMUM ALL WABLE. THE LEAST POSSIBLE SLOPE THAT WILL
STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE
OF APPROACH SIDEWALKS AS DIRECTED.
2. LANDINGS SH ALL BE A 5'X 5' MINIMUM WITH A MAXIMUM 2X SLOPE IN ANY
DIRECTION.
3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF
4'X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE
THE PARALLEL VEHICULAR TRAVEL PATH.
4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2X.
5.CURS RAMPS WITH RETURNED CURBS MAY BE USED ONL WHERE PEDESTRIANS
WOULD NOT NORMALLY WALK ACROSS THE RAMP.EITHER BECAUSE THE ADJACENT
SURFACE IS PLANTING OR OTHER NON - WALKING SURFACE OR BECAUSE THE SIDE
APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE. PROVIDE FLARED SIDES.
6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIVE VALUE
AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY
STANDARDS ITAS) AND 16 TAC 668.102.
7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MIN>A8)M
OF 5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE
OVER OR THROUGH THEM.
S. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE
AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK
MARKINGS ARE NOT REQUUtED.CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL
CROSSWALKS, OR AS DIRECTED BY THE ENGINEER.
9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS
07HERWISE SHOWN ON THE PLANS.
10. HANDRAILS ARE NOT REOUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER
ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB.
11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER
ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET.
13. FLARE SLOPE SHALL NOT EXCEED 10i MEASURED ALONG CURB LINE.
I I I
__T
e
o c
°
00 00.
- 2 'a o w Landing.
r ° '"
Detectable trunco led
poser trunco
4" Max dome Surface
DETECTABLE WAR /VINE PA VER and Usud
f o E A A tTypicd)e
N
\-Face of
curb
TRUNCATED DOME PA Y7ERAr
CURB .RAMP
DETECTABLE WARNING PAVER
L
o
MIN 4"
No. 3 REBAR AT -
18 (MAX.) ON- CENTER
BOTH WAYS TO�APPLICABNLERSPECIF SH
NS
SECIIONA A
2 -03
z
C)
Ln
w
tr
GENERAL NOTES (PAVERS)
FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL
REOIAREMOTS OF ASTM C -936, C -33. LAY IN A TWO BY TWO
UNIT BASKET WEAVE PATTERN OR AS DIRECTED.
LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS
CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT
DETECTABLE WARNING PAVER UNITS USING A POWER SAW.
NO.3 REBAR AROUND PAVER INSET
DETECTABLE WARNING PAVER WITH
EXPANSION JOINT TRUNCATED DOME SURFACE
AS REQUIRED r MORTAR BED - SHALL CONFORM TO
SIDE FLARE APPLICABLE SPECIFICATIONS
tTYP) CONTROL. JOINT PERMISSIBLE
I I I
__T
e
o c
°
00 00.
- 2 'a o w Landing.
r ° '"
Detectable trunco led
poser trunco
4" Max dome Surface
DETECTABLE WAR /VINE PA VER and Usud
f o E A A tTypicd)e
N
\-Face of
curb
TRUNCATED DOME PA Y7ERAr
CURB .RAMP
DETECTABLE WARNING PAVER
L
o
MIN 4"
No. 3 REBAR AT -
18 (MAX.) ON- CENTER
BOTH WAYS TO�APPLICABNLERSPECIF SH
NS
SECIIONA A
2 -03
z
C)
Ln
w
tr
Lin
CITY OF B RYAN
Tlic Gaud Ek, Tewu Stj lc: -
DRAWN BY: C.L.M.
DATE. 01-01-09
SCALE: N T S
APPROVED W. P. K.
FIGURE:
a w
SHEET 1 OF 1
-•rr
Lin
CITY OF B RYAN
Tlic Gaud Ek, Tewu Stj lc: -
DRAWN BY: C.L.M.
DATE. 01-01-09
SCALE: N T S
APPROVED W. P. K.
FIGURE:
a w
SHEET 1 OF 1
1 ,
r
r�
r J r
I
B /CS DETAIL SW3 -00
r Q
�
t
0
I
I
Q z
l
� /
OZ
w
0
J
I
0
z
I ; I
t I
I � N
�• N
I N �
CALLAWAY SUBDIVISION 1 PHASE THREE
LOT 1, BLOCK ONE
� I
r TE EXISTING '
YS - RELOCATE EXISTING
ATE THIS WORK DOWNGUY - COORDINATE 6' SIDWALK LOCATED 3'
U ELECTRIC THIS WORK WITH CSU
ELECTRIC OFF B.O.C. - SEE B /CS
----- DETAIL SW1 -02
MODIFY 6' SIDEWAaD 1/2" l.R.
ALIGNMENT AROUN -- — - - - - -- 7 - --
EXISTING POWERPO S 59 ° 54'4 5" W - 497.81'
MIN. R IDS =10' -- T -- ' -- - -_ -- --
X-1 i y
'I
N h
I;
I' J
0 30 60 I D
I ` I ILL
SCALE: 1" = 30' O
LL
o
� f � o
I
Z
_ sa
MODIFY 6' SIDEWALK j 0_
ALIGNMENT AROUND
EXISTING POWERPOLE - PROPOSED FIBER OPTIC ( z
MIN. RAIDUS =10
10' PU.E. MARKER
— »X" MARKED IN II
NEW R,O.W. LINE CONCRETE
LINE
7607 EASTMARK DR., STE. 250F <77840>
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL: civil@rmengineer.com
OFFICE - (979) 764 -0704
FAX - (979) 764 -0704
TEXAS FIRM REGISTRATION No. F -4695
SURVEYOR
KERR SURVEYING, LLC
505 CHURCH STREET
COLLEGE STATION, TX 77841
OFF: (979) 268 -3195
FAX: (979) 691 -8904
9/10/09 IDISCHARGE POINT & ADDITIONAL DEMO.
IN ASPHALT —
i
HOLLEMAN DRIVE EAST
(73' RIGHT -OF -WAY)
SAW- CUT /REMOVED & REPLACE - - MIN KAIUUJ= 1 u
EXISTING SIDEWALK & CURB -
(AS REQUIRED) TO CONSTRUCT I
SIDWALK AMBULATORY RAMPS
GENERAL CONSTRUCTION NOTES:
1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND
OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS.
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 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 COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO
NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD.
CONTACT INFORMATION:
TEXAS ONE CALL: 800- 245 -4545
LONE STAR ONE CALL: (800) 669 -8344
TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344 -8377
CoCS: ELECTRICAL DIVISION — (979) 764 -3660
CoCS: WATER & SEWER DIVISION — (979) 764 -3435
BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION — (979) 821 -5865
VERIZON: BRENDA VAJDOK — (979) 821 -4770
ATMOS ENERGY: KIMBERLY WINN — (979) 774 -2506
EXXON — MOBILE: MICHAEL HLUZA — (281) 591 -3720
SEMINOLE PIPELINE: JIM ROLAND — (979) 421 -0460
CITGO GAS: DOUG CLINE — (713) 416 -1289
ENERGY TRANSFER PIPELINE: BENNY LOYD — (979) 820 -5751
SUDDENLINK: MIKE LAVENDER — (979) 846 -2229
3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES
THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES
ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH
THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE
CONTRACTOR'S OWN EXPENSE.
5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND
ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT
AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL
LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION
OF THE .ENGINEER.
6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS
CONCERNING EXCAVATION.
OLD R.O.W. LINE
GENERAL CONSTRUCTION NOTES (cont'd
7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE
ENTIRE DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS,
RECORDING AS —BUILT CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED
TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN
THE SET AS "RECORD DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER.
8, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT
STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE
AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION.
9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS REQUIRED TO
CONSTRUCT PROPOSED IMPROVEMENT(S).
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND
INSPECTION APPROVALS FOR ALL WORK SHOWN.
11. ANY ADJACENT PROPERTY AND RIGHT —OF —WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR
EXISTING CONDITIONS OR BETTER.
12. ALL WORK WITHIN THE COUNTY OR .CITY RIGHT —OF —WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE
STANDARDS AND SPECIFICATIONS AS TO THE INSTALLATION AND EROSION CONTROL PROTECTION.
13. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED /HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO
THE SAME CONDITIONS OR BETTER.
14. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE IN ACCORDANCE TO THE FOLLOWING
STANDARDS: SMD (GEN) -02 & SMD '(SLIP- 1) -02 THRU SMD (SLIP- 3) -02.
15. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL SIGNAGE WITHIN
RIGHT —OF —WAY.
16. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE PAVEMENT
SHALL BE CLEANED DAILY.
17. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR
STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER.
18. THE CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH THE DEVELOPER.
1.9. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT —.OF —WAY IN ACCORDANCE WITH THE
STANDARDS OF THE APPLICABLE REGULATORY AGENCY.
20. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION.
DIMENSIONAL CO NTROL NOTES:
1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE
ELECTRONIC FILE AND INFORMATION GENERATED, BY RME CONSULTING ENGINEERS (RME), FOR THIS PROJECT IS
CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY
TO WHICH IT IS ADDRESSED. 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
UNDERSTANDS 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. ALL DIMENSIDNS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS
AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF IMPROVEMENTS.
3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS
APPLICABLE.
4. THE BOUNDARYI SURVEY WAS PROVIDED & PERFORMED BY KERR SURVEYING, CO (COLLEGE STATION, TX).
40 88583 .
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PUBLIC UTILITY EASEMENT
GENERAL CONSTRUCTION NOTES:
1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND
OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS.
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 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 COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO
NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD.
CONTACT INFORMATION:
TEXAS ONE CALL: 800- 245 -4545
LONE STAR ONE CALL: (800) 669 -8344
TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344 -8377
CoCS: ELECTRICAL DIVISION — (979) 764 -3660
CoCS: WATER & SEWER DIVISION — (979) 764 -3435
BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION — (979) 821 -5865
VERIZON: BRENDA VAJDOK — (979) 821 -4770
ATMOS ENERGY: KIMBERLY WINN — (979) 774 -2506
EXXON — MOBILE: MICHAEL HLUZA — (281) 591 -3720
SEMINOLE PIPELINE: JIM ROLAND — (979) 421 -0460
CITGO GAS: DOUG CLINE — (713) 416 -1289
ENERGY TRANSFER PIPELINE: BENNY LOYD — (979) 820 -5751
SUDDENLINK: MIKE LAVENDER — (979) 846 -2229
3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES
THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES
ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH
THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE
CONTRACTOR'S OWN EXPENSE.
5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND
ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT
AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL
LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION
OF THE .ENGINEER.
6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS
CONCERNING EXCAVATION.
OLD R.O.W. LINE
GENERAL CONSTRUCTION NOTES (cont'd
7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE
ENTIRE DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS,
RECORDING AS —BUILT CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED
TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN
THE SET AS "RECORD DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER.
8, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT
STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE
AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION.
9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS REQUIRED TO
CONSTRUCT PROPOSED IMPROVEMENT(S).
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND
INSPECTION APPROVALS FOR ALL WORK SHOWN.
11. ANY ADJACENT PROPERTY AND RIGHT —OF —WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR
EXISTING CONDITIONS OR BETTER.
12. ALL WORK WITHIN THE COUNTY OR .CITY RIGHT —OF —WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE
STANDARDS AND SPECIFICATIONS AS TO THE INSTALLATION AND EROSION CONTROL PROTECTION.
13. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED /HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO
THE SAME CONDITIONS OR BETTER.
14. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE IN ACCORDANCE TO THE FOLLOWING
STANDARDS: SMD (GEN) -02 & SMD '(SLIP- 1) -02 THRU SMD (SLIP- 3) -02.
15. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL SIGNAGE WITHIN
RIGHT —OF —WAY.
16. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE PAVEMENT
SHALL BE CLEANED DAILY.
17. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR
STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER.
18. THE CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH THE DEVELOPER.
1.9. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT —.OF —WAY IN ACCORDANCE WITH THE
STANDARDS OF THE APPLICABLE REGULATORY AGENCY.
20. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION.
DIMENSIONAL CO NTROL NOTES:
1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE
ELECTRONIC FILE AND INFORMATION GENERATED, BY RME CONSULTING ENGINEERS (RME), FOR THIS PROJECT IS
CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY
TO WHICH IT IS ADDRESSED. 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
UNDERSTANDS 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. ALL DIMENSIDNS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS
AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF IMPROVEMENTS.
3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS
APPLICABLE.
4. THE BOUNDARYI SURVEY WAS PROVIDED & PERFORMED BY KERR SURVEYING, CO (COLLEGE STATION, TX).
40 88583 .
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CLIENT INFORMATION
AMERICAN CAMPUS COMMUNITIES (OP), LP
c/o CHUCK CARROLL
805 LAS CIMAS PARKWAY, SUITE 400
AUSTIN, TX 78746
CCARROLL ®AMERICANCAMPUS.COM
PH: (512) 732 -1000
FX: (512) 732 -2450
FILENAME: 0398SPlA I SCALE: 1 " =30'
SUBMITTED DATE: NOVEMBER 24, 2010
DRAWN BY: R.A.M.
CHECKED BY: R.A.M.
FIELD BOOK: N/A PAGES: N/A
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT NO.
178 - 0398
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CLIENT INFORMATION
AMERICAN CAMPUS COMMUNITIES (OP), LP
c/o CHUCK CARROLL
805 LAS CIMAS PARKWAY, SUITE 400
AUSTIN, TX 78746
CCARROLL ®AMERICANCAMPUS.COM
PH: (512) 732 -1000
FX: (512) 732 -2450
FILENAME: 0398SPlA I SCALE: 1 " =30'
SUBMITTED DATE: NOVEMBER 24, 2010
DRAWN BY: R.A.M.
CHECKED BY: R.A.M.
FIELD BOOK: N/A PAGES: N/A
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT NO.
178 - 0398
mw-mm w 0 1
SHEET 1 OF 1