HomeMy WebLinkAboutDrawings,
LOCJ,L BENCHMARK: Elev.288.78
Top of Flrs Hvdrdnt (operating nut) p µ
—
CYLEX SIGN
S DEWALK IN PHASE 1 CONTRACT 18" X O'LONG
-j" X 5" POSTS -; 6� r k
�a� � LETTERING ON 2 SIDES
RE:SPECS
concrete outlet CYLEX COLOR TO BE C205 BROWN
headwall tltructale Sou th w e st Parkway oN
W1 win9.wana 3
,
4/ W
� '
S 5423'S31N 81.41' Z IV 54'!838"E - 239,53' i
20. Pial, �eeM / 20' Pubilo Utility EasemBnt 6 ALK TO BE
vol, es3v, pp. 173 (Plat) 7420, P9p• 255257 (Plat) — _ — >
_ >� — = ( � CON 4N-PHAS 1 � 1
\\
W v -• '� I I �� ONCRE ( / ' . NOT ONTRAC"
PICNIC AREA 1
I
RE:DETAIL P EJECT �
II I I DOWEL INTO EAI 3 PIC 1C �ABLES,REiSPECS 1 , PAINT TRUNK
I ( I I CONCRETE WITH ��3 ° I .'`'' :.,.;:'' IENCHES,RE:SPECS 1 HE'L�VETICA MEDIUM
SMOOTH BARS,�r 11 ri 1 CONDENSED LETTERS DARK BROWN
I. I SEE DETAIL i
1 or H�IDE ('YER RE:SPECS 1 PAINT W/ 2 COATS /2" ROUTED
SI F NC r-� n+,,REE ` 'gzo .aOANDEWAIL THIS SHEET 1 BEIGE F NAMEL BORDER PAINTED
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OPC�SEp TOPO PER PHASE 1 X14' PROJECT
—PARALLEL BARS —
I Rees RAST SPECS
III II I \ S B 4BBUiARy B 1 GAMETIME 13175
�• I I+ II � I �1- 9s _ � ��' `, 1 1 \ \ \ CI OR EQUAL"F"ARK
8' X 14' GRANITE GRAVEL SIG"NJ
AREA
Q - nas F�P� �� 1 •
\1 ALTERNATE #2
n �0
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1 A9 lye , i 11 W }1 1 N NTS
O d- j �I� '� / w i t 0 0
00 I il.l. I �,�, �\�o 1 0"WALK PER Jena. SIGN WILL BE PERMITTED SEP
N ,'��0 � FLOOD F�HASE 1 CONST. 1
b933'21 $ _ 1Y024. LIMIT �� 1 NOIT INTRACT �` >
!�•� N �, I II ! �' I�� Z ceryter �
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O'`<cO�Qb�� � ate � / '�` � 1 .IGAMETIME
°e 9e S eos Th,4 I. I ! • ?� `<y� ` , J 3131 OR EQUAL
;,- 0"e 2'I'� — �' I / l 88u'*� l / / � �f 8 Xj14 Q AREA
GRAVEL
a 4 + 1
h6aL. Tie _ °!` I I; r NG _
PAINT TREE DARK
2" R DIU
—
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GREEN 2 COATS
Soutfiwest Park
1,16„
SET POSTS' IN
18" DEEP X 12"DIAM.HOLE
FILL WITH CONCRETE
rELY
TOP OF CONCRETE TO
MEET TOP OF CONC.BIKE TRAIL
(NOT CONPTRUCTED YET)
(RICK PAVERS
4ORTAR JOINT XPANSION JOINT
114 RE:DETAIL
co
Y
LOPE � b/° AtW .G All.
nAA N1 AL�
�* \.rtuJ. N PHASE 1 c7v61S1ADE COVE -NOT IN CONTRACT
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1 1 ` N� R / �'\ \ + ,r �1oa , L _ •e -R " may& «
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Christine
Lao cros Dined
J `1 'sEWt� — 2 1 tortn N.O H. QRoaavi Rat 228 i
of \ Yn \ f \ SA1+aPiK In r— , 1 t8N7'i 674. P9'
\ �1 1 C _ S
?bond X01.7 i i of
METAL T—POST —
AS REO'D. TO MAINTAIN.
SPACED 6' APART
SILT FENCE AND/OR—,\
HAY BALES TO BE
USED IN AREAS OF
DRAINAGE FLOW.
NATURAL GROUND- /
'h 4'
n
4"X4" MIN. TRENCH 14" K �„
2D
_A
SILT PENCE ASSEMBLY
s�
SC
ALE. r
PRINT ON 24"X 36" PAPER
Jv DECOMPOSED GRANITE GRAVEL,4 THICK
J 1 \ COMPACTED A PLATE COMPACTOR
�' ---�-- 1 I -- TO ORDINARY COMPACTION
B CKF{L.L 1 X 4 RECYCLED PLASTI
1
TOPSOILA
EDGING.
•, ` s.-✓S,Y'� - �ULVER( W, H�WS� ✓ � ./ 1� � 1 � � I -'>' �\;f i ••V, "_', is d ;'0 •..:. •f Q' .ai,: �vP. ^a'. \/\/
s "`_ ' . 111 '� — ' \ �\ 1 poo °,�e °°oi a; I I �`� \//\//\/�\ `\�//\\//\/�\\/`\\///\ \//\\� X 2 X 12 \ \ \ LASTIC STAKES
•^"' „' •' 113 -.! 'he S d w, oii ode I / / ♦ /�\//.�� / \
.- is o �`w °p ae o I \\ j\\
1 \ 1 N ° LQt 1 IR SOIL SEP° `RAa'1'OR CLOTH
,� I s e� ' EXISTING SUBGRADE,PbOF ROLL TO IDENTIFY
\\'',►ri I I PUMPING SAILS REPLACE AS REQUIRED
r�
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aqh e
NOTE
1.Contractor'shall be responsible for Storm Water
Pollution Control Plan for project
2.The bridge, 10' bike trail and sidewalks east of creek
along Southwest parkway are not part of this project.
REviE� ���'�� GRA'N1.4TE GRAVEL PAVING
C°�' ' � � FOR EXERCISE EQUIPMENT
JUL 0 5 2013 NTS
Ct7LLEG`�.. � f � f 1�JPa �
ENGINEERING
SMOOTH DOWEL BAR
#4X18" LONG, 12"OIC,
SEAL WITH SONNEBORN SL -1 MINIOF 3" INTO EXIST.
CONCRETE WALK WITH EPDXY
GREASE BAR R1/
MEDIUM BROOM FINI H
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CLOSE CELL FOAd JT,
EXPANSION JOINT
NTS ..I
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SLAB S
NTS
1/2" RADIUS
1/2"-11 'jABOUE GRADE
28 -DAY CONCRETE
STRENGTH 3000 ps
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SEE FINISH NOTE
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SR,PARK PLANNE
Peter&Vanece
979-764-3412
REVISIONSI
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Southwest Park
HEAVILY WOODED
PARK
.LANDSCAPE LEGEND
THIS PHASE 2. ONLY
n
-DEVELOPED AREA= -6,000 SQ. -FT. ALONG MAIN BIKE TRAIL ( 8X 750')
W
PICNIC SLAB AREA= 750 SQ.FT.
n
TOTAL DEVELOPED AREA = 6.750 SQ.FT.
Q
6750 =6.75 6.75 X 30= 202.5 PTS_ REQUIRED
6 EXIST..TREES,O
KS
1000
NO BARRICADE=-
240 PTS.
NOTE:PARK IS VERY HEAVILY WOODED,SEE
AERIAL VIEW
Z
STR E ETS CAP E
W
339 LIN.FT.ALONG SOUTHWEST PKWY 339 — 6.78
6.78- X 300-2,034
PTS REQ.
339 = 9.9 TREES REQUIRED 50
34'
12 EXISTING TREES ALONG SW PKWY. WITHIN 50' OF STREET
1 6" BUMELIA = 300 PTS,BARRICADED
UN
1 5" LIVE OAK = 300 PTS,BARRICADED.
—�
1 10 CEDAR, _ 400 PTS.BARRICADED
1 TRIPLE TRUNK ELM, bit 8",16"-400 PTS.,BARRICADED
ao.
1 8" YAUPON=35 PTS,NO BARRICADE
REVIEWED
---
FOR
1 24" PECAN=400 PTS. BARRICADED
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1 20°' ELM= 400 PTS. BARRICADED
COM:
1 24" ELM=40 PTS.NO BARRICADE
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.IANCE
1 18" ELM= 40 PTS.NO BARRICADE
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JUL
G8 2013
1 2" WATER OAK= 35 PTS, NO BARRICADE
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DEVELOPMENT
SERVICES
TOTAL POINTS = 2,250 POINTS
PLAT FILED:
----
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PARK PLANNER
Peter B.Vanecek
979-764-3412
.REVISIONS;
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PARK PLANNER
Peter B.Vanecek
979-764-3412
.REVISIONS;
SHEET
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Single Post Custom Triangle
Modern shade
METAL T—POST
AS REQ'D. TO MAINTAIN.
SPACED 6' APART
SILT FENCE AND/OR
HAY BALES TO BE
USED IN AREAS OF
DRAINAGE FLOW.
NATURAL GROUNDS ,
RE:SPECS FOR MORE
INFO AND COLOR OF
FABRIC, ETC.
`_CONTRACTOR WILL
RECEIVE ENGINEERS
SEALED PLANS WITH
ORDER OF SHADE
COVER. _
- 2"X4" WIRE MESH
FASTENED TO T=POST
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T—POST & WIRE MESH
8" OF FILTER FABRIC TO EXTEND
INTO A TRENCH AND BE ANCHORED
WITH COMPACTED BACK FILL
ALLOW 2.5' TO 5' AT TOE OF
SLOPE FOR SEDIMENT TO
ACCUMULATE. ALIGN FENCE
ALONG SLOPE CONTOURS.
DIRECTt01 OF Ft_0\N
lift i air
4"X4" MIN. TRENCH = 4"
20"
SILT FLNCL ASSLMBLY
SCALE: V=60'
SMTPPi-03 1
LOCAL BENCHMARK 11 = 298.15
Top of Fire Nydrent (api�n9 ^u)
S DEWALK IN PHASE 1 -CONTRACT
`°d°`°°` Southwest Parkw-ay
Wi ",��
f _
concrete
W �-
-tNgTAtt— — —
CYLEX SIGN
18" X 6' LONG s
2 -5" X 5" POSTS1 5 .no
RE:SP -ECS si;N 2 • `A�''�
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S5423'53W 61.41' 239.53'
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Umv Emwra* I / �20' Public. UtTRy Easement
VOL TO BE
sem. w,- fa �) � o `�v -1420. pge. 256_257 (Plat)— —.I ` (� � � — - CONST, IFAS 1 �r
02 ONCRE
_T�E� I `1 �° SNOT;IA° j ONTRAC 1
PICNIC AREA { 3 4 o zr
\ I + RE:DETAIL ° 1 PROJECT /
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DOWEL INTO EXIS,T.o _ 3 PICA C +ABLES,RE:SPECS r
{ f I h CONCRETE WITH 3 �� r r r
[i + I SMOOTH BARS, "RC1 _ r ` NCHES;RE:SPECS { \
R y� SEE DETAIL i ✓ \ i
+ + �' law
SI$F NC (� H DE O`�t/ER,RE:SPECS $fir
+I g RE E AAI, r AND DETAIL THIS SHEET r
PSTOPO PER PHASE 1 PROJECT RASH`?' R :SPECS ARALLEL BARS
:1i\= o \ \ \ GAMETIME 13175
�I �zl if _-� _ � r r Ma, Cr OR EQUAL
I 1 3 s *0, y/P % ar �) \ r 8 X 14 GRANITE GRAVEL.
+ „
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LETTERING- ON- 2 SIDES
CYLEX COLOR TO BE C205 BROWN
PAINT TREE DARK „
GREEN 2 COATS 2 RADI
E
28 -DAY CONCRETE
Sou west
Park
STRENGTH 3000 ps
B.W. (4" THICK I�Ir� .)
v p -• s y
HELVETICA MEDIUM PAANT TRUNK
CONDENSED LETTERS DARK BROWN
PAINT W/ 2 COATS 1 /2" ROUTED
BEIGE ENAMEL BORDER PAINTED
PARK SIGN
ALTEIU*-;ATE #2
NTS
SIGN WILL BE PERMITTED SEPARA
2v
1 P-1-611
ET POSTS_ IN
8" DEEP X 12"DIAM.HOLE
LL WITH CONCRETE
-Y
TOP OF CONCRETE TO
MEET TOP OF CONC.BIKE TRAIL
(NOT CONSTRUCTED YET)
4" XA,, BRICK PAVERS
W/ 1 MORTAR JOINT
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NOTE:
1.Contractor shall be responsible for Storm !:!later
Pollution Control Plan for project
2.The bridge, 10' bike trail and sidewalks east of creek
along Southwest parkway are not part of this project.
SMOOTH DOWEL BAR
#4X18" LONG, 12"O,C.
SEAL WITH S-ONNEBORN SL -1 MIN,OF 3" INTO EXIST,
CONCRETE WALK WITH EPDXY
GREASE BAR -
SCALE:1 "=10'
EXPANSION JOINT
RE:DETAIL
DECOMPOSED GRANITE GRAVEL,4" THICK
COMPACTED A PLATE COMPACTOR
TO ORDINARY COMPACTION
LL 1" X 4" RECYCLED PLASTIC
EDGING.
//j/j X 2" X 12"
X // �f�1f� LASTIC STAKES
\\'�\ SOIL SEP°A`RA OR CLOTH
EXISTING SUBGRADE,PROOF ROLL TO IDENTIFY
PUMPING SOILS,REPLACE AS REQUIRED
4.
NTS
A 4
a:
11/2" RADIUS
1/2"-11 ABOVE GRADE
IT
E
28 -DAY CONCRETE
o ° q a 9_< : o:
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2" MOIST SAND :BASE
#3 REBAR 12 O.C.
STRENGTH 3000 ps
B.W. (4" THICK I�Ir� .)
v p -• s y
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SEE FINISH NOTE
CLOSE CELL F❑AN1 JT, I
EXPANSION JOINT
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DATE,. MAY 2
SR,PARK PLANNE
PeterB,Vanecel
979-764-3412
REVISIONS:
SHEET;
of 2
IIIIIIIIIIIIIM11111
/
V :LINK FENCE
'RING -CONSTRUCTION
TREE BARRICADE.
BARRICADE DIA. = .
(TREE CAL x 12) + 12"
s \HEAVILY WOODED
PARK
LANDSCAPE LEGEND
/
THIS PHASE .2 ONLY
DEVELOPED AREA= 6,000 SQ.FT. ALONG MAIN BIKE TRAIL ( 8X 750')
PICNIC SLAB AREA= 750 SQ.FT.
TOTAL DEVELOPED AREA = 6.750 SQ..FT.
6750 —6.75 6.75 X 30= 202.5 PTS. REQUIRED 6 EX.ISI.l.HEtiS,OAKS
1000 NO BARRICADE= 240 PTS.
NOTE:PARK IS VERY HEAVILY WOODED,SEE AERIAL VIEW
STREETSCAPE
339 LIN.FT.ALONG SOUTHWEST PKWY 339 _ 6.78
3-39 — 9.9 TREES REQUIRED 50
34'
6.78 X 300=2,034 PTS REQ.
12 EXISTING TREES ALONG SW PKWY. WITHIN 50' OF STREET
1
6" BUMELIA =
300 PTS,BARRICADED
1
5" LIVE OAK =
300 PTS,BARRICADED.
1
10 CEDAR,
= 400 PTS.BARRICADED
1
TRIPLE TRUNK
ELM, 6",8",16"=400 PTS.,BARR°ICADED
1
8" YAUPON=35
PTS,NO BARRICADE
1
24" PECAN=400
PTS. BARRICADED
1
20" ELM= 400
PTS. BARRICADED
1
24" ELM -40 PTS.NO
BARRICADE
1
I—
<E
1
2" WATER OAK—
35 PTS, N O BARRICADE
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6.78 X 300=2,034 PTS REQ.
12 EXISTING TREES ALONG SW PKWY. WITHIN 50' OF STREET
1
6" BUMELIA =
300 PTS,BARRICADED
1
5" LIVE OAK =
300 PTS,BARRICADED.
1
10 CEDAR,
= 400 PTS.BARRICADED
1
TRIPLE TRUNK
ELM, 6",8",16"=400 PTS.,BARR°ICADED
1
8" YAUPON=35
PTS,NO BARRICADE
1
24" PECAN=400
PTS. BARRICADED
1
20" ELM= 400
PTS. BARRICADED
1
24" ELM -40 PTS.NO
BARRICADE
1
18 ELM= 40
PTS.NO BARRICADE
1
2" WATER OAK—
35 PTS, N O BARRICADE
TOTAL POINTS = 2,250 POINTS
PSE ' F
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PETER S.VANECEK
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DATE; JUNE 2013
-PARK PLANNER
Peter B.Vanecek
979-764-34-I2
REVISIONSI
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DATE; JUNE 2013
-PARK PLANNER
Peter B.Vanecek
979-764-34-I2
REVISIONSI
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Single Post Custom Triangle
Modern shade
NTS
METAL T -POST -,
AS REQ'D. TO MAINTAIN.
SPACED 6' APART
SILT FENCE AND/OR-�
HAY BALES TO BE
USED IN AREAS OF
DRAINAGE FLOW.
NATURAL GROUND- /
RE:SPECS FOR MORE
INFO AND COLOR OF
FABRIC,ETC'
CONTRACTOR WILL
RECEIVE ENGINEERS
SEALED PLANS WITH
ORDER OF SHADE
COVER.
1
Q,
2"X4" WIRE MESH
/ FASTENED TO T=POST
- SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T -POST & WIRE MESH
r 8" OF FILTER FABRIC TO EXTEND
INTO A TRENCH AND BE ANCHORED
WITH COMPACTED BACK FILL
ALLOW 2.5' TO 5' AT TOE OF
SLOPE FOR SEDIMENT TO
ACCUMULATE. ALIGN FENCE
ALONG SLOPE CONTOURS.
I• DIRECTION OF Ft -OW
' 4"
4"X4" MIN. TRENCH -
20"
/
SILT FENCE ASSEMBLY
SCALE: 1 "=60'
LACAL BENCHMARK Elm- 29&15
Top of Fire Hydrant .(operating.nut)
3 — — — -INa7 1 f-1Li —
CYLEX SIGN
M S DEWALK IN PHASE 1 CONTRACT 18" �X 6' LONG
2 -5 X 5 POSTS' -a.;; glace+
RE:SPECS p .6�`�''�
" conar.ta oeget 'a 5�
headwall obticture Southwest Parkway
w/ wing walla h cN -
concn to floor
W 3TSi—'
r y� S 54 2SW'W 81.41' n / j ✓ N 5g 18'39'E -239 53` l '
-- 6�1ALK TO BE _—
p° aunea / 2A': Publipgs. 25 Easem � — - i- — _ _ a CO OfV PIAS 1
\�� I I —vol ra3e• pg 173 (rlvU � _ 7— pga_255-257 (Plat} r
♦\ �` I w I �, ONCRE I NOT ONTRA '
\I
PICNIC. AR A 1 - ( i P JECT
RE:DETAIL /
II I l DOWEL INTO EXI 3 PIC 1C �ABLES,RE:SPECS
CONCRETE WITH 3 ° 1
SMOOTH BARS, 'i I ,NCHES,RE:SPECS I
U I I SEE DETAIL-,
,d SI F NCfi; '\ I Lo °T,a HA ECkER,RE:SPECS L
RE: E.' I 'Rzo , 3PaANm DEkAIL THIS SHEET
I� II m .? �tOP(7 SED TOPO PER PHASE 1 y PROJECT
II + II I I \ �?eElf rR/BUTw RAS HS :SPECS ARALLEL BARS
GAMETIME 13175
b.
It 3 c�, OR EQUAL
8'X 14 GRANITE GRAVEL
IIF • I ,� s k°Oai 9e z ,_
'a�I—Tit
'asSf°tp X01 0 1 Uo AREA
v ° -1�aU
I p I v A9
111 a ° I
�3{� r N o ^v o
��I WALK PER\\1� n o
P ASE 1 CONST. t'n' 3
FLOODPLAIN'-05
\� ;NO, IN NTRACT 1, 60
e N. 58 33'21 "E 120.24'LIMIT
,
yy I III I$
1
° I II I I $ N y_ ,ar `reQk` ana ,PROPOSE6 T PER PHASE 1 `FRA OJECT
j SII •• I � ,,��•� -\� ��� �- � _ 1 , ti '��'
Of°�ry°�S I II I // �,Oi �/ ..r \ \ SIT r
Or C °� �'pI II ( �'� / �Ap\. � � �i � UP BENCH
r .GAMETIME o0
{°tsPgL Oreo �h �- f %/ / °s L\ i ; ' \ 1 �'
stgto ohs I — I /I , "�� / ` i �' 8r X\1413181RANIOR EQUAL 1
3- S o = e'f, l� �1
AREA GRAVEL
S' O
0 4 L°°d� eT e I 71, I �
?8 S 0 O Rgq�ds I / I " o� 4*
�'
c°��eplgt I / /�f" I / ' /°{ < < w I YEAR FLOOD DAFj,Y` $�
CYLEX COLOP TO BE C205 BROWN
PA -MIN, SIGN
ALTERNATE ##2
SJ1" POSTS IN
NTS 18' DEEP X 12"DIAM.HOLE
FIL 'WITH CONCRETE
SIGN WILL BE PERMITTED SEPARATEL�j
TOP OF CO ICRETE TO
MEET TOP OF CONC.BIKE TRAIL
(NOT CON RUCTED YET)
26,
-1•" X �" BRICK PAVERS
MORTAR JOINT XPANSION JOINT
RE:DETAIL
co 1
294;0 +
0/0
—� LpP n W PLKi JOG
k7
t N
In
— / zea 57
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Is R• n P Ob °
/BITRAIL 8 BRIDGE\41
J, \. I ! �' ON PHASE 1 CONST.PROJ. s !
NOT IN CONTRACT
eo• 1 , \ \`3 ° / �% ` _� ���� t \ \ �, � �- ' � .mazes--� � , �- — i ° 8 I �
sa°� — — nt too °v r I
_
S42
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how
40
• � ,,r , � �� ,.Gs-"',., ! ! CPE1E 80L5 do� •� '„ +" ! m , W �
_ !/.:�.� , ti � � � �� .� _•• _____ � '� �\ \ \ \fib � ! ���• � � � ''�e�f � rprps � ,�',',� S I {.
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Key To Symbols 40
- Existing Contours of Elevation ;Ne *4-�4� q,��AG
F9 q a da �e s •
_ Proposed Contours of Elevation •a�,$r < ~°
(per Phase 1 of Project) '-of°�l °os�°o�9Q `
/ Boundary of 100 -year Floodplain ;K(t ,;q Z°t'O,, j
4 ao�y
6
NOTE:
1.Contractor shall be responsible for Storm Water
Pollution Control Plan for project
2.The bridge, 10' bike trail and sidewalks east of creek
along Southwest parkway are not part of this project.
3. A portion of the site lies within the 100 -year flood plain
as designated by FIRM panel 48041CO305E effective May 16, 2012.
PLAN Or PICNIC LAB.
S ,e-%
DECOMPOSED GRANITE GRAVEL,4" THICK
COMPACTED WITH A PLATE COMPACTOR
i� TO ORDINARY COMPAIPTION
TOPSOIL BACKFILL 1 X 4" EDGINGED PLASTI
X 2" X 12„
MIL
LASTIC STAKES SEPA`RPOR CLOTH
EXISTING SUBGRADE,PROOF ROLL TO IDENTIFY
PUMPING SOILS,REPLACE AS REQUIRED
GRANITE GRAVEL PAVING
FOR E./vK11P_MCISE EQUIPMENT
NTS
1/2" RADIU
SMOOTH DOWEL BAR MEDIUM BROOM FINISH,
#4X18" LONG, 12"D,C,
SEAL WITH SONNEBORN SL-1--]MIN,OF 3" INTO EXIST,
,_[Tr CONCRETE WALK WITH EPDXY
GREASE BAR R 1 / ff
' a 2" MOIST SAND BASE
CLOSE CELL FOA JT,
1/2"— 1
ABOVE GRADE
L-7 = I
A.
28 -DAY CONCRETE
STRENGTH 3000 ps
3 REBAR 12" O.C. B. (4" THICK MIN.)
SEE FINISH NOTE
hxrANs1UN Jvuv1 PICNIC SLAB SECTION
NTS NTS
I-
PAIN'r TREE DARK
GREEN 2 COATSy\2
RADIUSt
I
F --
Q �
1'
6"
Souk west Park
CO
H VETICA MEDIUM PA -(NT
CONDENSED LETTERS DARK
TRUNK
BROWN
Z
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Lrj
W
PAINT W/
2 COATS
F/2" ROUTED
rI
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U
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BORDER PAINTED
ML-DW
(�
PA -MIN, SIGN
ALTERNATE ##2
SJ1" POSTS IN
NTS 18' DEEP X 12"DIAM.HOLE
FIL 'WITH CONCRETE
SIGN WILL BE PERMITTED SEPARATEL�j
TOP OF CO ICRETE TO
MEET TOP OF CONC.BIKE TRAIL
(NOT CON RUCTED YET)
26,
-1•" X �" BRICK PAVERS
MORTAR JOINT XPANSION JOINT
RE:DETAIL
co 1
294;0 +
0/0
—� LpP n W PLKi JOG
k7
t N
In
— / zea 57
7e =__ , �� _. ` ���L.✓' \ � �� I`�\. \ rid � � ��O' r/,'`° •- � �"
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1 t1 g 0� f a
Is R• n P Ob °
/BITRAIL 8 BRIDGE\41
J, \. I ! �' ON PHASE 1 CONST.PROJ. s !
NOT IN CONTRACT
eo• 1 , \ \`3 ° / �% ` _� ���� t \ \ �, � �- ' � .mazes--� � , �- — i ° 8 I �
sa°� — — nt too °v r I
_
S42
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how
40
• � ,,r , � �� ,.Gs-"',., ! ! CPE1E 80L5 do� •� '„ +" ! m , W �
_ !/.:�.� , ti � � � �� .� _•• _____ � '� �\ \ \ \fib � ! ���• � � � ''�e�f � rprps � ,�',',� S I {.
*se""`in,z•.sr-as` 'J"":� I 1 I �„ .� '•1 ,�! , A.. �r J �; \ \ r \\ \, I °�q�e p� '�S/O'b L pt IR
i\ \" s g
q i I
\ \ ' .!
�\ '
\ /
�o•
Key To Symbols 40
- Existing Contours of Elevation ;Ne *4-�4� q,��AG
F9 q a da �e s •
_ Proposed Contours of Elevation •a�,$r < ~°
(per Phase 1 of Project) '-of°�l °os�°o�9Q `
/ Boundary of 100 -year Floodplain ;K(t ,;q Z°t'O,, j
4 ao�y
6
NOTE:
1.Contractor shall be responsible for Storm Water
Pollution Control Plan for project
2.The bridge, 10' bike trail and sidewalks east of creek
along Southwest parkway are not part of this project.
3. A portion of the site lies within the 100 -year flood plain
as designated by FIRM panel 48041CO305E effective May 16, 2012.
PLAN Or PICNIC LAB.
S ,e-%
DECOMPOSED GRANITE GRAVEL,4" THICK
COMPACTED WITH A PLATE COMPACTOR
i� TO ORDINARY COMPAIPTION
TOPSOIL BACKFILL 1 X 4" EDGINGED PLASTI
X 2" X 12„
MIL
LASTIC STAKES SEPA`RPOR CLOTH
EXISTING SUBGRADE,PROOF ROLL TO IDENTIFY
PUMPING SOILS,REPLACE AS REQUIRED
GRANITE GRAVEL PAVING
FOR E./vK11P_MCISE EQUIPMENT
NTS
1/2" RADIU
SMOOTH DOWEL BAR MEDIUM BROOM FINISH,
#4X18" LONG, 12"D,C,
SEAL WITH SONNEBORN SL-1--]MIN,OF 3" INTO EXIST,
,_[Tr CONCRETE WALK WITH EPDXY
GREASE BAR R 1 / ff
' a 2" MOIST SAND BASE
CLOSE CELL FOA JT,
1/2"— 1
ABOVE GRADE
L-7 = I
A.
28 -DAY CONCRETE
STRENGTH 3000 ps
3 REBAR 12" O.C. B. (4" THICK MIN.)
SEE FINISH NOTE
hxrANs1UN Jvuv1 PICNIC SLAB SECTION
NTS NTS
I-
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PETER MAN EK
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Z�SF1/ST�
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DATEI MAY 2
SR.PARK PLANNE
Pe-ter&Vanece
979-764-3412
REVISIONS:
SHEET.
of 2
L 0Cp
xU - (5
p' -Ni,, Uttlity E-in'—t
Southwest Parkway
Adba W I /
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CONDUCTORS AND 1-#10 GROUND BETWEEN
EACH POLE FIXTURE: WHERE SHOWN
OUTSIDE OF
PATHWAY ROUTE C13NDUITS
j4z BEYOND EDGE GF,4ALKWAY'
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SCALE- 1'--Fo
AND METER LOCATION
(E)OVERHEAD RISER POLE
NOTESt
PROVIDE TYPE A LIGHT FIXTURE AS SHOWN IN DET. 1 THIS DRAWING,
(TYP. 6 PLCS.) COORDINATE EXACT LOCATION WITH OWNER PRIOR TO
INSTALLATION.
ALL WIRE CONNECTIONS, SPLICING ETC., IS TO BE DONE IN BASE OF
POLES OR AT BREAKER. NO UNDERGROUND SPLICES WILL BE ACCEPTED.
ROUTE TWO CONDUITS FROM THE SERVICE TO PATHWAY LIGHTING, ONE
CONDUIT TO NORTHERN FIXTURES AND ONE T13 SOUTHERN FIXTURES.
EACH CONDUUIT TO HAVE 2-#10 CIRCUIT CONDUCTORS AND 1-#16:
GROUND.
G> AT BRIDGE ROUTE CONDUIT UNDER BRIDGE AND ATTACH TO BOTTOM OF
BRIDGE TO CROSS CREEK. CONDUIT ABOVE- GRADE- TO BE- GALVANIZED
RIGID. PROVIDE RIGID METAL LB FITTING AT EACH END OF CONDUIT
PANEL
1-1/2'C.13—#11$ 1—#6G
METER PER
v)
UTIL CO. REQ
0
20A GFI DUPLEX
RECEPTACLE
WITH CAST WHILE
IN USE COVER
A
NnRTH
A& VICE
CONDUIT FRON UIL COMPANY
POLE MOUNTED XFMR PER UTIL CO ;
SPECS AND DESIGN. PROVIDE 30
RIGID CONDUIT FOR CONDUIT RISER
zu
INSTALL POLE WITH 24' -
CLEAR BETWEEN POLE AND
EDGE OF SIDEWALK.
mm LOGHT
SCALE N.T.S.
3' GALVANIZED SCHEDULE 40
,--PIPE SUPPORT WITH GALVANIZED
CAP AND GALVANIZED P-1000 -UNISTRUT
AS NEEDED FOR EQUIPMENT RACK
IT, INTERLOCKING
METHOD
,BetaLED 'THE ED , GE' LUMINARE
CAT# ARE-EDG-2 11 B -AA -0 -C-UL-BK-F(120)-R
TYPE II, WITH FUSE AND. PHOTOCELL (700MA)
PROVIDE PROPER MOUNTING BRACKET
FOR ADJUSTABLE MOUNTING
LONESTAR PRESTRESS
ROCHESTER SERIES
CAT# -161214-FB(BLI K ETCHED
FINISH W/ACRYLId SEALER)
2-3/8- O,D.TENON, I POLE EMBEDDED
3'X4'XG' HOUSEKEEPING PAD
TOC TO BE MIN 2' ABOVE FINISHED GRADE
WITH #3- BAR 12' OIC.E.We
a
(RISER TO BE INSTALLED It," IN ADDITION TO TWO LIGHTING CONDUITS.
BY UTILITY CO.) BY 3 EACH 1' SPARE CONDUITS FROM
PANEL IIJ I' BEYOND EDGE OF HOUSEKEEPING -
PAD INSTALL PULL STRING AND
CAP AT ALL OPEN ENDS.
ALLL EXPOSED CONDUIT TO BE GALVANIZED RIGID.
1, E.C. TO COORDINATE FINAL LOCATION, ARRANGEMENT
OF EQUIPMENT AND- HEIGHT OF RACK
WITH OWNER PRIOR TO INSTALLATION -
2. PROVIDE SERVICE CONDUITS AND RISERS PER CITY
OF COLLEGE STATION UTILITIES FOR SERVICE
ELECTRICAL_111 :::
120/24OV, 10, 3W, 125A
6' THICK I
CONCRETE MOW STRIP
WITH 2 #3 BARS 3- APART
FOR FULL CII CUMFERENCE
OF CIRCLE
-RUN WIRES THRU HOLE IN CONC.POLE
MIN.OF 30' 1 EP
-CEMENT SAN: BACKFILL (USE
CEMENTIOUIS JEARTH BACKFILL - MIX ONE
PART DRY CEMENT POWDER TO FIFTEEN
PARTS CLEAWASHED SAND)
ELECT. LIG
01 1/2, 11 2. C
olo »i
4 lyll
0 MECHANICAL
®ELECTRICAL
0- PLUMBING
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED
BY PAUL M. SWOBODA, P.E.
51309, ON MAY 23, 2013.
ALTERATION OF A SEALED -
DOCUMENT WITHOUT PROPER
NOTIFICATION TO THE
RESPONSIBLE ENGINEER. IS AN
OFFENSE UNDER THE TEXAS
ENGINEERING PRACTICE ACT.
DATE. MAY 2013'
PLANNER:- PMS
REVISIONS:
Z-i\MOD SERV. CONDUIT
PMS 6-17-2013
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THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED
BY PAUL M. SWOBODA, P.E.
51309, ON MAY 23, 2013.
ALTERATION OF A SEALED -
DOCUMENT WITHOUT PROPER
NOTIFICATION TO THE
RESPONSIBLE ENGINEER. IS AN
OFFENSE UNDER THE TEXAS
ENGINEERING PRACTICE ACT.
DATE. MAY 2013'
PLANNER:- PMS
REVISIONS:
Z-i\MOD SERV. CONDUIT
PMS 6-17-2013
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Lot 4R
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Woodlands of Vol. 8939, Pg. 173 2 \
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\ 4�, LANDSCAPE LEGEND
.H I_ S PHASE 2 O N. LY
\,
DE ELOPED A
REA 6, 00 SQ. LONG MAIN BIKE TRAIL ( 8X 75
\,y*.7420,�•255-257
ICN_IC SLAB AREA Q.FT.
\ \ \ / - / / `2 � , \ , /j� i ,ri`�' / \rte.• er, \
TOTAL DEVELOPED AREA _ 6.750 SQ. FT.
Nx
\ \ ; `� �� M �✓ ^ �n/�/' 6750
6,75
6.75 X 30= 202.5 PTS. REQUIRED
1000
'
\' k, NOTE:PARK IS VERS' HEAVILY WOODED SEE AERIAL VIEW
\ \
\ \\ Common Area One \•� /\� \\\ STREETSCAPE
3 9 LIN.F-T.ALONG SOUTHWEST PKWY
\ \ \ \\j \\\L
Y/ )
33
\ 9.9 TREES REQUIRED-
\ \. /
34'
\ \ Lot 2R-1 N,
\\ '' <'
S _ 12 EXISTING TREES ALONG SW PKWY. WITHIN 50' OF STREET
Lot 2R-1
1 6„ BU M ELIA
1 5" LIVE OAK
11
10 ?I EXISTING TREES
' 1 TRIPLE TRUNK ELM, 6 28 ,16
1 8" YAUPON NOT BARRICADED .BUT WILL NOT
1 24" PECAN BE DAMAGED BY CONST.FOR THIS PROJECT
1 20" ELM
1 24" ELM
I 1 18" ELM
1 2" WATER OAK
— --
NORTH
Single Post Custom Triangle
Modern shade
NTS
METAL T—POST --�
AS REVD. TO MAINTAIN.
SPACED 6' APART
SILT FENCE AND/OR
HAY BALES TO BE
USED IN AREAS OF
DRAINAGE FLOW.
NATURAL GROUND-? /
RE -SPECS FOR MORE'
INFO AND COLOR OF
FABRIC, ETC.
' CONTRACTOR WILL
RECEIVE ENGINEERS
SEALED PLANS WITH
ORDER OF SHADE -
COVER.
10'
- 2"X4'' WIRE MESH
FASTENED TO T=POST
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T—POST & WIRE MESH
8" OF FILTER FABRIC TO EXTEND
INTO A TRENCH AND BE ANCHORED
WITH COMPACTED BACK FILL
ALLOW 2.5' TO 5' AT TOE OF
SLOPE FOR SEDIMENT TO
ACCUMULATE. ALIGN FENCE
ALONG, SLOPE. CONTOURS.
DIRECTION, OF FLOW
4..
4"X4" MIN. TRENCH 4' I�
20"
i
SILT FENCE ASSEMBLY
SCALE: 1 "=60'
WCAI, BENCHMARK: Elev:= 29&15I _
. Tnp :of .Eo9. Hydrard . (operattnq .nutj -
- - - -INSTAL --- - -
CYLEX SIGN
18" X U LONG s
S DEWALK IN PHASE 1 CONTRACT 9-511
X 5" POSTSio��"
RE:SPECSs a
� I&
Southwest Parkway j1N
./wing waft g
Sc� 5423'53'ar 61.41-
,i N 54ts'as'e - 23953'q
- ! ! ; 2a Pbfir_ uffdy. Easement s t ALK lT0' BE
\ \� [ ------ W -° ------ �- - CO ONP�YAS 11
PIC NL A I� / NOT ONTRA
I \ ! ! .
\ RE:DETAIL P ECT
DOWEL INTO EXI � - 3 PIC C +ABLES RE:SPECS 1
CONCRETE WITH 3
SOTH BARS,j r I 1 ==: ' 1 NCHES,RE`:SPECS I 1
! . , SEEMODETAIL� i \ \ p
fill' , SILLK�' F�NC • , °tT, HAIDE 6�/ER,RE:SPECS L 1
!sp A$ �w RE: bET � 'R�q' aOPaANO DETAIL THIS SHEET -& 1.
stOPOASED TOPO PER PHASE 1 PROJECT
!(gl 11 ! I \CRs=GARY �` \�` \ RAS :SPECS ARALLEL BARS
!jam`
It I �� w _ ( o , `1 \ , GAMETIME 13175
_ 1 OR EQUAL
j- 1I s /� l 8' X 14' GRANITE_GRAVE
tit,
`� �N_ ` N 1
AREA
Lpi bp. N
! B939 s/o' 1 mil ^ m :a 1 p n
5,3
3
40' WALK PER
1
! = o PiASE 1 CONST. W
FLOODPLAILIMIT �� 1 NO$$1 IN
120.2NTRACT
4` t 1
r� � ! !! ! !s I N °`e°k �n°�'l , PROPOSE6 T PER PHASE 1 TRA OJECT
J' -
' �Il .tier
°r0
SIT UP BENCH
p 1 Wit:.
l 1
0,- L ° &0'y,tGAMETIME
S
,;.or 9�0
t��•o�RS� <�3181 OR. EQUALtoto GRAVELdoQRA�f
1.
AREA w 1
°o.°oo The �p`7 N ! a 3 , / ` ,�
ab � Q` � J ( � / � P•�¢+�,�
°
0/ YEAR J� 1 �' % ( 1 ' YEAR FLOODA-
73
_200
3.
q-
m 1 �Q
�.. \ - _. �.T'f •-.,.,37i ; _ . 7.;7x4. C CR
..-.- /. : 1 � � ...•- "' "� �-- � \ •� c wa ^s p.0 o �+K'
�' -. �...:- _ -'� - ' \_ tb ,.. -':3s p��9@..a/p�. l:°11N'l ,.
t5 coni/.-� �•- •T i -" \ \V ` 1 ✓�.. 1 `ice„ e'� opt/O8 OF �! Bg�!s�'
_ss`,`�' Lqt 1R
\Qp�,_.
0.
f
Key To Symbols
- Existing Contours of Elevation �4 pq`�N
- Proposed Contours of Elevation �•", o ;V1 aer °o'� 00og9e
(per Phase 1 of Project) ostr`,�p/
Boundary of 1 00 -year Floodplain `� �' ot°112
r:
NOTE:
1.Contractor shall be responsible for Storm Water
Pollution Control Plan for project
2.The bridge,10' bike trail and sidewalks east of creek
along Southwest parkway are not part of this project.
3. A pprtion of the site lies within the 100 -year flood plain
as de6ignated. by FIRM` panel .48041 CO3G5E_ effective May 16,.2012.
CYLEX COLOR TO BE C205 BROWN
IM94135 0
1 °'-€ 6,,
ALTERNATE #2 u
SET POSTS IN
NTS 18 DEEP X 12"DIAM.HOLE
FILL WITH CONCRETE
SIGN WILL BE PERMITTED SEPARATELY
TOP OF CONCRETE TO
MEET TOP OF CON.C.BIKE TRAIL
(NOT CONSTRUCTED YET)
4 X
W11 ,BRICK PAVERS " MORTAR JOINT
xPANSIfON .rO�INT
RE.,DETAIL
294.4 Co
AY -
LOpE
- -�nnn N►AL�i
DECOMPOSED GRANITF GRAVEL,4" THICK
COMPACTED WITH A pLATE COMPACTOR
TO ORDINARY COMPACTION
TOPSOIL BACKFILL " X 4" ED (NEED PLASTI
3y X 211 X 1223
LAS -TIC STAKES
\ �\ -SOIL SEPIA 0 CLOTH
EXISTING SUBGRADE,PROOF 'OLS TO IDENTIFY
PUMPING SOILS,REPLACE AS IREQUIRED
GRANITE GRAVEL PAVING
FOR EXERCISE EQ MENT
NTS
SMOOTH DOWEL BAR
#4X18" LONG, 12"0,C,
SEAL WITH SO -NNE -BORN SL -1 MLN.❑F 311 INT❑ EXIST,
CONCRETE WALK WITH EPDXY y�
GREASE BAR R1/ �rF.
'
27 MOIST SAND.
CLOSE CELL F❑A JT,
FcAPANSION JOIN 1
NTS
1/2" RADIUS
MEDIUM BROOM FINISH,
4. a
1/212-111
ABOVE GRADE
z
PAINT TREE DARK
2 RADEU
.GREEN
2 COATS
I
-Souk
west
Parc
E
E.
H VETICA
MEDIUM-
PANT
TRUNK
CONDENSED
LEITERS
DARK
WN
BROWN
PAINT W/
2 COATS
1 /2" ROUTED
BEIGE ENAMEL
BORDER PAINTED
IM94135 0
1 °'-€ 6,,
ALTERNATE #2 u
SET POSTS IN
NTS 18 DEEP X 12"DIAM.HOLE
FILL WITH CONCRETE
SIGN WILL BE PERMITTED SEPARATELY
TOP OF CONCRETE TO
MEET TOP OF CON.C.BIKE TRAIL
(NOT CONSTRUCTED YET)
4 X
W11 ,BRICK PAVERS " MORTAR JOINT
xPANSIfON .rO�INT
RE.,DETAIL
294.4 Co
AY -
LOpE
- -�nnn N►AL�i
DECOMPOSED GRANITF GRAVEL,4" THICK
COMPACTED WITH A pLATE COMPACTOR
TO ORDINARY COMPACTION
TOPSOIL BACKFILL " X 4" ED (NEED PLASTI
3y X 211 X 1223
LAS -TIC STAKES
\ �\ -SOIL SEPIA 0 CLOTH
EXISTING SUBGRADE,PROOF 'OLS TO IDENTIFY
PUMPING SOILS,REPLACE AS IREQUIRED
GRANITE GRAVEL PAVING
FOR EXERCISE EQ MENT
NTS
SMOOTH DOWEL BAR
#4X18" LONG, 12"0,C,
SEAL WITH SO -NNE -BORN SL -1 MLN.❑F 311 INT❑ EXIST,
CONCRETE WALK WITH EPDXY y�
GREASE BAR R1/ �rF.
'
27 MOIST SAND.
CLOSE CELL F❑A JT,
FcAPANSION JOIN 1
NTS
1/2" RADIUS
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4. a
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ABOVE GRADE
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PETER B.VANECEK
................
9:• }, 602
DATEI MAY 2
SR,f'ARK PLANNE
PeterB,Vanecel
979-764-3412
REVISIONS:
28 -DAY CONCRETE
STRENGTH 3000 ps SHEET:
#3 REBAR 12" O.C. B.W. (4" THICK MIN,)
- SEE FINISH NOTE
PICNIC SLAB SECTION
NTS o f 2
m
Southwest Parkway
lr*,A N E L
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SERVICE AND METER LOCATION
j
A
'V
A
V CONDUIT WITH 2-
#10'CIRCUIT / 1
CONDUCTORS AND 1-#10 GROUND BETWEEN
EACH POLE FIXTURE,, WHERE SHOWNOUTSIDEOF PATHWAY. ROUTE CONDUITS
2' BEYOND EDGE OF WALKWAY
WE.A SS TUC
ALL Ac
ILL
FIXTURE
E
7 Jd
A
STRUCTURES.
A
IDG lag
P
ti
� C�
.9.
NEITESi
PROVIDE TYPE A LIGHT FIXTURE AS SHOWN IN BET. I THIS DRAWING.
(TYP. 6 PLCS.) COORDINATE EXACT LOCATION WITH OWNER PRIOR TO
INSTALLATION.
ALL WIRE CONNECTIONS, SPLICING ETC.. IS TO BE DONE IN BASE OF
POLES OR AT BREAKER. NO UNDERGROUND SPLICES WILL BE ACCEPTED.
ROUTE TWO CONDUITS FROM THE SERVICE TO PATHWAY LIGHTING. ONE
CONDUIT TO NORTHERN FIXTURES AND ONE TO SOUTHERN FIXTURES.
EACH CONDUUIT TO HAVE 2-#10 CIRCUIT CONDUCTORS AND 1-#10
GROUND.
AT BRIDGE ROUTE CONDUIT UNDER BRIDGE AND ATTACH TO BOTTOM OF
BRIDGE TO CROSS CREEK. CONDUIT ABOVE GRADE TO BE GALVANIZED
RIGID. PROVIDE RIGID METAL LB FITTING AT EACH END OF CONDUIT
PANEL
1-1/2'C,3—#1, 1—#6G
METER PER
UTIL CO. REQ
I 110
20A GFI DUPLEX--\
RECEPTACLE
WITH CAST WHILE
IN USE COVER
INSTALL POLE WITH 24'
CLEAR BETWEEN POLE AND
EDGE OF SIDEWALK.
BetaLED 'THE El
CAT# ARE-EDG-21
TYPE II, WITH FI
PROVIDE PROPER
FOR ADJUSTABLE
IT, INTERLOCKING
METHOD
LUMINARE
,A -06 -C -UL -BK -F(120) -R
AND PHOTOCELL (700MA)
INTING BRACKET
LONESTAR PRESTRESS
ROCHESTER SERIES I
CAT# 161214-FB(BLK[ ETCHED
FINISH W/ACRYLIC SEALER)
2-3/8' O.D.TENON, POLE EMBEDDED
6' THICK
CONCRETE MOW I STRIP
WITH 2 #3 BARS 3' APART
FOR FULL CIRCUMFERENCE
OF CIRCLE
L
RUN VIRES Tl -RU HOLE IN CONC.POLE
ME. MIROF 30' DE P
CEMENT SAND BACKFILL (USE
I CEMENTIOUS EARTH BACKFILL — MIX ONE
PART DRY CEMENT POWDER TO FIFTEEN
PARTS CLEAN,l; WASHED SAND)
3' GALVANIZED SCHEDULE 40
PIPE SUPPORT WITH. GALVANIZED
CAP AND GALVANIZED P-1000 UNISTRUT
AS NEEDED FOR EQUIPMENT RACK
3'X4'X6'. HOUSEKEEPING PAD
TOC TO BE MIN 2' ABOVE FINISHED GRADE
WITH #3 BAR 12' O.C.E.W.
v 2' SERVICE #6 GROUND
CONDUIT FRON UIL COMPANY PER NEC REQ,
POLE MOUNTED- XFMR PER UTIL CO.
SPECS AND DESIGN, PROVIDE 30"
GID CONDUIT FOR CONDUIT RISER. IN ADDITION TO TWO LIGHTING CONDUITS
(RISER TO BE INSTALLED
PROVIDE 3 EACH 1' SPARE CONDUITS FROM
BY UTILITY CO.) PANEL TO 1' BEYOND EDGE OF HOUSEKEEPING
PAD INSTALL PULL STRING AND
CAP AT ALL OPEN ENDS.
ALLL EXPOSED CONDUIT TO BE GALVANIZED RIGID.
------ 1. -E.C. TO COORDINATE FINAL LOCATION, ARRANGEMENT
OF EQUIPMENT AND HEIGHT OF RACK
WITH OWNER PRIOR TO INSTALLATION
2. PROVIDE SERVICE CONDUITS AND RISERS PER CITY
OF COLLEGE STATION UTILITIES FOR SERVICE
(j)��EC�T[R�001D:N%L OERVOCE.
120/24OV, 10, 3W, 125A
ELECT. LIG
70,1000Y R
01 1/2, to 2 2
M
IFI$tVi NO 13
MECHANICAL
ELECTRICAL
0 PLUMBING 00
3
f THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED
BY PAUL M. SWOBODA, P.E.
51309, ON MAY 23, 2013.
ALTERATION OF A SEALED
DOCUMENT WITHOUT PROPER
NOTIFICATION TO THE
RESPONSIBLE ENGINEER IS AN
OFFENSE UNDER THE TEXAS
ENGINEERING PRACTICE ACT.
(D
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V CONDUIT WITH 2-
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2' BEYOND EDGE OF WALKWAY
WE.A SS TUC
ALL Ac
ILL
FIXTURE
E
7 Jd
A
STRUCTURES.
A
IDG lag
P
ti
� C�
.9.
NEITESi
PROVIDE TYPE A LIGHT FIXTURE AS SHOWN IN BET. I THIS DRAWING.
(TYP. 6 PLCS.) COORDINATE EXACT LOCATION WITH OWNER PRIOR TO
INSTALLATION.
ALL WIRE CONNECTIONS, SPLICING ETC.. IS TO BE DONE IN BASE OF
POLES OR AT BREAKER. NO UNDERGROUND SPLICES WILL BE ACCEPTED.
ROUTE TWO CONDUITS FROM THE SERVICE TO PATHWAY LIGHTING. ONE
CONDUIT TO NORTHERN FIXTURES AND ONE TO SOUTHERN FIXTURES.
EACH CONDUUIT TO HAVE 2-#10 CIRCUIT CONDUCTORS AND 1-#10
GROUND.
AT BRIDGE ROUTE CONDUIT UNDER BRIDGE AND ATTACH TO BOTTOM OF
BRIDGE TO CROSS CREEK. CONDUIT ABOVE GRADE TO BE GALVANIZED
RIGID. PROVIDE RIGID METAL LB FITTING AT EACH END OF CONDUIT
PANEL
1-1/2'C,3—#1, 1—#6G
METER PER
UTIL CO. REQ
I 110
20A GFI DUPLEX--\
RECEPTACLE
WITH CAST WHILE
IN USE COVER
INSTALL POLE WITH 24'
CLEAR BETWEEN POLE AND
EDGE OF SIDEWALK.
BetaLED 'THE El
CAT# ARE-EDG-21
TYPE II, WITH FI
PROVIDE PROPER
FOR ADJUSTABLE
IT, INTERLOCKING
METHOD
LUMINARE
,A -06 -C -UL -BK -F(120) -R
AND PHOTOCELL (700MA)
INTING BRACKET
LONESTAR PRESTRESS
ROCHESTER SERIES I
CAT# 161214-FB(BLK[ ETCHED
FINISH W/ACRYLIC SEALER)
2-3/8' O.D.TENON, POLE EMBEDDED
6' THICK
CONCRETE MOW I STRIP
WITH 2 #3 BARS 3' APART
FOR FULL CIRCUMFERENCE
OF CIRCLE
L
RUN VIRES Tl -RU HOLE IN CONC.POLE
ME. MIROF 30' DE P
CEMENT SAND BACKFILL (USE
I CEMENTIOUS EARTH BACKFILL — MIX ONE
PART DRY CEMENT POWDER TO FIFTEEN
PARTS CLEAN,l; WASHED SAND)
3' GALVANIZED SCHEDULE 40
PIPE SUPPORT WITH. GALVANIZED
CAP AND GALVANIZED P-1000 UNISTRUT
AS NEEDED FOR EQUIPMENT RACK
3'X4'X6'. HOUSEKEEPING PAD
TOC TO BE MIN 2' ABOVE FINISHED GRADE
WITH #3 BAR 12' O.C.E.W.
v 2' SERVICE #6 GROUND
CONDUIT FRON UIL COMPANY PER NEC REQ,
POLE MOUNTED- XFMR PER UTIL CO.
SPECS AND DESIGN, PROVIDE 30"
GID CONDUIT FOR CONDUIT RISER. IN ADDITION TO TWO LIGHTING CONDUITS
(RISER TO BE INSTALLED
PROVIDE 3 EACH 1' SPARE CONDUITS FROM
BY UTILITY CO.) PANEL TO 1' BEYOND EDGE OF HOUSEKEEPING
PAD INSTALL PULL STRING AND
CAP AT ALL OPEN ENDS.
ALLL EXPOSED CONDUIT TO BE GALVANIZED RIGID.
------ 1. -E.C. TO COORDINATE FINAL LOCATION, ARRANGEMENT
OF EQUIPMENT AND HEIGHT OF RACK
WITH OWNER PRIOR TO INSTALLATION
2. PROVIDE SERVICE CONDUITS AND RISERS PER CITY
OF COLLEGE STATION UTILITIES FOR SERVICE
(j)��EC�T[R�001D:N%L OERVOCE.
120/24OV, 10, 3W, 125A
ELECT. LIG
70,1000Y R
01 1/2, to 2 2
M
IFI$tVi NO 13
MECHANICAL
ELECTRICAL
0 PLUMBING 00
3
f THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED
BY PAUL M. SWOBODA, P.E.
51309, ON MAY 23, 2013.
ALTERATION OF A SEALED
DOCUMENT WITHOUT PROPER
NOTIFICATION TO THE
RESPONSIBLE ENGINEER IS AN
OFFENSE UNDER THE TEXAS
ENGINEERING PRACTICE ACT.
DATE- MAY 2013
PLANNER: PMS
REVISIONS:
[JX MOD SERV. CONDUIT
PMS 6-17-2013
HEFT:
MEMO
•
E-4
ami
0
0
F_
cd
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7 0-4-
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0
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0
DATE- MAY 2013
PLANNER: PMS
REVISIONS:
[JX MOD SERV. CONDUIT
PMS 6-17-2013
HEFT:
MEMO
•
Common Area one.
LANDSCAPE LEGEND
THIS PHASE 2 ONLY
DEVELOPED AREA— 6,000 SQ.FT. ALONG MAIN BIKE TRAIL ( 8X 750')
PICNIC SLAB AREA— 750 SQ -FT -
TOTAL DEVELOPED AREA = 6.750 SQ.FT.
6750 --6.75 6.75 X 30— 202.5 PTS. REQUIRED
1000
NOTE:PARK IS VERY HEAVILY WOODED,SEE AERIAL VIEW
STREETSCAPE
339 LIN.FT.ALONG SOUTHWEST PKWY
339 = 9.9 TREES REQUIRED
34'
12 EXISTING TREES ALONG SW PKWY. WITHIN 50' OF STREET
1 6 BUMELIA
1 5 LIVE OAK
1 CEDAR, 10"
1 TRIPLE TRUNK ELM, 6",8",16"
1 8" YAU PON
1 24" PECAN
1 20 ELM
1 24" ELM
1 18" ELM
1 2" WATER OAK
EXISTING TREES
NOT BARRICADED BUT WILL NOT
BE DAMAGED BY CONST.FOR THIS PROJECT
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r*C-91
000600*000*00*0
PETER B.VANECEK
DATE -.JUNE 201
PARK PLANNER
Peter B.Vanecek
979=764-3412
REVISIONS.,
<L
E OF �
r*C-91
000600*000*00*0
PETER B.VANECEK
DATE -.JUNE 201
PARK PLANNER
Peter B.Vanecek
979=764-3412
REVISIONS.,