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SPECIFICATIONS FOR DESIGN AND CONSTRUCTION O U) 0
OF COMMERCIAL TRACKS, DATED MARCH 31, � Q
199-1. THIS SHALL INCLUDE CSX TRANSPORTATION
LATEST DRAWINGS "2003, ROADBED SECTIONS
AND GRADING FOR INDUSTRIAL TRACK TURNOUTS,
DATED JANUARY 2-1, 199�,
2_ ENCASEMENT TO THE EXISTING SEWER LINE IS 124
RECOMMENDED PER AREA MANUAL FOR RAILWAY
ENGINEERING, SECTION 5.3 SPECIFICATIONS FOR
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PIPELINES CONVEYING NON-FLAMMABLE �, U�
SUBSTANCES. (e2E E N oT E 4) a `/
3_ CSXT'S FLAGMAN SHALL BE REQUIRED IF ANY O �'
WORK IS WITHIN 25 FEET OF MAIN TRACK'S a ^�
CENTERLINE. PLEASE CONTACT EITHER PROJECT p
ENGINEER JOHN RANSONE (410-ro13-6223) OR
ROAD1" CASTER ROGER TAYLOR (301-874-2-l69)
IN ADVANCE OF NEEDING A FLAGMAN.
P EFZ F.G.S- A. G�t�(M�NTS k�ATeD OGTo6eR-14; 1�V%
AT -THe DEPTH of 191(4, FEET ENCASEMENT O
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DATE: 5/8/97
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NOTE:
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2. manufactured
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SECTION
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SIZES REQUIRED,
CANER PE CASH PK
24!
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Dilk DK �
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12
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WATER SERVICE LATERALS:
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14
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b) 2" diameter pipe for 3/4' do 1' sevics lines
15
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.375
16
.................. 30 ..................
500
c) G diamenter pipe for Y service lines
18
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d) no spacers or sand fill to be installed
20
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21
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STEEL ENCASEMENT
P A I I-P-4VA►C7 P /W GROSSING
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GRADE POINT (� TRACK) F
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NOTES. IF TRACK IS SUPERELEVATED F3
CUT SECT I ON 6" MIN. BALLAST REQUIRED
BELOW TIE. UNDER LOW RAIL
1. MINIMUM WIDTH OF CUT SECTION AND DITCH
WIDTH SHOWN. TRACK AND DITCH GRADIENTS
MAY INCREASE DITCH SIZE AND ITS DISTANCE
FROM CENTERLINE OF TRACK.
2. SLOPE CAN VARY AS NEEDED FOR STABILITY
FROM 2:1 IN SAND TO 1'4:1 IN SOLID ROCK
FILL SECTION TRANSPORUMN
IG 3. SLOPE AS REQUIRED BY FILL MATERIAL. DESN 6 CONSTRUCTION
11,2 :1 MAXIMUM.
STANDARD ROADBED 6 BALLAST SECTION
4. GEOTEXTILES. IF USED. SHALL BE PLACED FOR COMMERCIAL TRACKS
BETWEEN THE TOP OF THE SUBGRADE AND DECEMBER 1,1995
THE BOTTOM OF THE SUBALLAST
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DATE: 5/8/97
SCALE: 1 " = 30'
DESIGNED BY: JGB
JOB NO.
SHEET 'L OF 3
RETAINED PORTION
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FORT COLLIER GROUP
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�• LOCATION i DEPTH OF EX 6"
k 101.4 tPLA. GAS LINE PRIOR TO 7 ANY EXCAVATION, MAINTAIN
A MINIMUM 3' COVER OVER
6 GAS LINE.
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PAVEMENT
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USE: COMMERCIAL
STJRM WATER CAL-CU L.ATIaNS
pt -DEVELOPED A = 5708 9•f•
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INCIzE.^SE IS LESS THA14 I �•f �. ,
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LEGEND
OPROPOSED RED MAPLE
SM PROPOSED SUGAR MAPLE
SILT FENCE
NOTE: ALL7REE5' To BE A MINIMUN4
2"- 21/Z" _ LALIPEIz AT T(ME
OF PLAN71MG.
PAWING SUMMARY
EX. PAWING SPACES = 100
EX HANDICAP SPACES = ro
(3 VAN ACCESSABLE)
PROP SPACES = 24
TOTAL SPACES = 124
REQUIRED HANDICAP (101 TO 150) = 5 SPACES
PAWING LANDSCAPING
REQUIRED = I TREE PER 40'
PAWING PERIMETER = 48O'
440 / 40 = !! TREES REQUIRED
INTERIOR LANDSCAPING = 1 TREE PER 10 SPACES
24 / 10 = 2.4 TREES REQUIRED
TOTAL TREES REQUIRED = 14
TOTAL TREES PROVIDED = 14
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DATE: 12/23/97
SCALE: 1 " = 20'
DESIGNED BY: JGB/ACC
JOB NO.
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mvJ SPECIFICATIONS FOR DESIGN AND CONSTRUCTION O Q
OF COMMERCIAL TRACKS, DATED MARCH 31, Q
1991, THIS SHALL INCLUDE CSX TRANSPORTATION
ToWE+� I t_tUE>< LATEST DRAWINGS "26 03 ROADBED SECTIONS Z O
AND GRADING FOR INDUSTRIAL TRACK TURNOUTS, Q O
DATED JANUARY 2-1, 199-1. A..,
2. ENCASEMENT TO THE EXISTING SEWER LINE IS i24
TOWEP �
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b SPACING BETWEEN ' , l ~ �, 1 -,
I� ENGINEERING, SECTION 5.3 SPECIFICATIONS FOR
TIE AND UJALKWAY „`` , I �� PIPELINES CONVEYING NON-FLAMMABLE
6 PROF 4" CON( WALKUTAY FOR DRAINAGE ' " \ U�
b 5ETl PROP TRACKS
ONE AND TWO b„
4" GONC
SIDEWALK b °
NIGH GRADE TIE RAIL
TYPICAL SECTION
(NOT TO SC —ALE)
SUBSTANCES. (SEE NOTE 4) a E Q
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IT
3. CSXT'S FLAGMAN SHALL BE REQUIRED IF ANY W
^1, ,r f r� \' -•,t ? I ( i� ,� � WORK iS WITHIN 25 FEET OF MAIN TRACK'S
CENTERLINE. PLEASE CONTACT EITHER PROJECT p ,
,- r -� �` I ' ► / ' ENGINEER JOHN RANSONE (410-613-6223) OR
11
'" !!� ROADMASTER ROGER TAYLOR (301-814-2-169)
IN ADVANCE OF NEEDING A FLAGMAN,
pElz F.G.S. A. GoMMF_NTs DATED OCT610102-I4, 1'5>V7
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SAN ITAII •2r--WE(2 WILL NOT 56 F-&aU IR-ED ,
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EX E�iLD;r r DATE: 5/8/97
dWNEFL 0EYE LOPE SCALE: 1" = 30'
- R ,5;0UTHEAsTE(LN e-C TAINER, INC.
P.o_ Box (000 - Zb5 w/F_ST64'ooKE RD. DESIGNED BY: JGB
WIi CHESTER , VA. 22-ill JOB NO.
(S+::75) 77-2 - Z doo
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SECTION
SIZES
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24'
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15 ..................
24 ..................
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c 6' diamenter pipe for f service lines
18 ..................
30 ..................
.500
d) no spacers or sand fill to be installed
20 ..................
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21 ..................
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STEEL ENCASEMENT
P A I LIMA E'> P-I W GRoSSI NG
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STANDARD ROADBED 8 BALlJ1ST SECTION
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4. GEOTEXTILES. IF USED. SHALL BE PLACED FOR COMMERCUU.TRACKS
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THE BOTTOM OF THE SUBALLAST
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DESIGNED BY: JGB
JOB NO.
SHEET 2 OF 3
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RETAINED PORTION
T.M. 54 - (( A ))- 3roA
FORT COL L I FR GROUP
DB, 166 PG. 13
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DB. 1bb PG. 13
ZONE: i"1-1
USE: COMMERCIAL
-STOP-M WATER• CALC-iU 1. ATIaNS
pRE-DEVELOPED A = 5706 S•�
I to = b• 8 I►n.� 11r.
POST bEVEI,oPED Gs 0.,,; >
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LEGEND
OPROPOSED RED MAPLE
0 PROPOSED SUGAR MAPLE
J SILT FENCE
NOTE: ALL7REES TO BE A MINIMUW
�7"- V/2" CALIPEFL AT TIME
of PLANTING.
PARKING SUMMARY
EX. PARKING SPACES = 100
EX HANDICAP SPACES = b
(3 VAN ACCESSABLE)
PROP SPACES = 24
TOTAL SPACES = 124
REQUIRED HANDICAP (101 TO 150) = 5 SPACES
PARKING LANDSCAPING
REQUIRED = I TREE PER 40'
PARKING PERIMETER = 480'
440 / 40 = II TREES REQUIRED
INTERIOR LANDSCAPING = I TREE PER 10 SPACES
24 / 10 = 2.4 TREES REQUIRED
TOTAL TREES REQUIRED = 14
TOTAL TREES PROVIDED = 14
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DATE: 12/23/97
SCALE: 1 " = 20'
DESIGNED BY: JGB/AC
JOB NO.
SHEET 3 OF 3
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