2027-08 Diversion Chamber C Inlet Pipe Modifications due 10/16/2026

TOWN OF STRATFORD, CONNECTICUT
DIVERSION CHAMBER C - INLET PIPE MODIFICATIONS
TOWN OF STRATFORD WATER POLLUTION
CONTROL AUTHORITY
ISSUED FOR BIDDING
SEPTEMBER 2026
PREPARED BY:
105 BEACON
POINT ROAD
SITE LOCATION MAP
SCALE: 1" = 250'
gwd.RVOC-000-C-A350-4291S\teehS\gniniL
epiP\DACotuA\sgniwarD\ydutS
retawmrotSr
eFhCcPtWah
T3T5
0:\ydBr
omftpa1rt1S:
14-26926
102 S20 \ 2 S,6/ \ 61:J 1 p / :e9 dS n ::o dnB eOv & ad See th tts goa ilTPL
LIST OF DRAWINGS
SHEET NO.DRAWING NO. DRAWING TITLE
GENERAL
1 G-001 COVER SHEET
2 C-001 GENERAL NOTES, LEGEND AND ABBREVIATIONS 1 S 0 u 0 it 0 e B 3 r 2 id 0 geport Avenue 09/16/2026
CIVIL Shelton, CT 06484
T 203.712.1100
3 C-101 PIPE LINING PLAN
4 C-201 MISCELLANEOUS EXISTING STRUCTURES 09/17/2026
PRASHANTH EMMANUEL, PE MILES MOFFATT, PE, BCEE
PREPARED FOR:
TOWN OF STRATFORD
COMPLETE SET 4 SHEETS

MARK DATE DESCRIPTION PROJECT NO: S1924-053A DATE: SEPTEMBER 2026
FILE: S1924-053A-C-001-GENR.dwg
DRAWN BY: M.SANSONE DESIGNED BY: CHECKED BY: APPROVED BY:
GENERAL NOTES, LEGEND AND ABBREVIATIONS SCALE: AS SHOWN C-001
gwd.RNEG-100-C-A350-4291S\teehS\gniniL
epiP\DACotuA\sgniwarD\ydutS
retawmrotSr
eFhCcPtWah 3TT5 0:\ydBr
omftpa7rt1S:
14-26926 102 S20 \ 2 S,6/ \ 91:J 1 p/ :e8 dS n ::o dnB eOv & ad See th tts goa ilTPL
LEGEND ABBREVIATIONS ABBMRJEVIATIOMNECSHA CNIOCANL TJO'DINT GENERAL NOTES 1000 Bridgeport Avenue
Suite 320
P P R E M H H L M H P F H P U I I S S S S S S S S G G G O C C G W D T T N N O I R R R L A I A A A P T T E T E E N O A O I I O R Z Z A V E A E R A G A G G D T O O I S O O O E W C L L N N N B D S D S A A A E G M T T E M T E N H E - H H A E E O P P T L R R R I I I C V I E N E D M R W W S W W P A T T T T X M T M U E S P E E M M N H R I R R P P I G A M H A A A U E R - R T R R E M T E A A A A W I D G E C R R T O T C R R R R R O Y Y N E P E R T D U T S U N T T L L A V O E E A R A F O A A V Y Y Y T P S D Y Y V N I E N L L R E E D T S E D S S R O - C N R I D T I S S N R I I R R E S A D W S S S L A E L L O C S S U P Y C A A L U E T E U E E E V D E I I E I E E E N E I U U E I N N S R S R E O T T A S N & N N N R L E L R I C R N W W W E R I R R E E I C U D E Y S E I U V E E D L E T T N V O E D D N R E E T E E E E C P E U E I R R A C L I S A N R S U I C V G E R R R P C T R C R S I R I F S O R A D A S T L L I E N R C R T D E E I Y T F L C C E N T E Y E I R J R N I E R E O O S N C S E O A E C C S A T S E I A A E W T R E C O C T T M M E M I R S I R C R E E W U N B O E V P V N A E I R I E N C R I R I M N T S C M C R V E E O E E A I S D C F I S N E U SL R O E PE EXISTING F H H L M H C - T T H W W P P S P S O P - - T P W F E G C T D C P S W S E E S R S V E S S C P U S S O S R 2 F L D D M M P 5 O 0 B P . 3 0 O 2 % . S 0 ED P C H H S P S O L M H T T F W F E G C T P W - - S E E T W W P E - P D C H S V S S R S P B B B B B B B B B B D D D D E E E E E E E E E F F F H H H H L L C C C C C C C C C C C C G G G I I I A A N N P P M E F F L M G L O W X O O C F I N S L W L E C L O P Y A B I O M L C D Y M C B I I M H G R T E / A V S D P F I P M D T P W D D C T H A N P P A H E S C G V E N N C L T E (' V D) E E E E H B B D D H B B E P P L B D E E E F E F L B B H B B D F H B C G C G C C C I C G I C C I C C C C A A N R N I E O I L O O L A L X D X A L A I O O I O A O A U O O O U E O E L A E H A A I A Y O S R U R B I A A R G N T T A O G E E E N A C V E S C C I I R M D M N C S L L G S B T I N B A B I A T T T T U A S S C A N R R T U U S S I H R C C V L M L E H A G N Y H Y T H H C E C K T T T T T L T R E N I I S I E D N T N E E R R C D T T L M M T A M E T T R G E E N C N N E E L O O O O T E E H E F S I A N N H D U U I I D R I I P D I F W R R D O I T T T T L I S I I A H L I T H T R C T N N P R M M M M N T T N Y G I G T E O N M L A O N N M X E I H H E I I B O F F E E T L N O A O O A O G G O A I C C E T E T G C E A A O N N O O U A A L C Y Y A R E I N W O O O P I Y A S L P L L N E R N N N E O T T L L ( N S R S F T U O U I M G K E E E F F F A S D D E N E E E E E O I I C O H S S P N P V R A C V P D T N D D N N C S W F E R R I N O I S H C A N U E Y C E ) T P U E E S M E A E M M L R D A H R N E E U P R I V E E L C P E L E B O E E O P I C R B L E N I T T P T T N N L E P B N I E E T A E T E O T L W P N O I P A R P I E L P K E N N N N N P P P P P P P P P P P P P R R R R R R R R R U S S S S S S S S S O O O W W W X T T T T T T T R C E C C I R S S T B V V T C E D O & & & T T C M T F S A C E P S Y W P I / T / F C C H G V T F A R F I C M O C P C V M L R A P L S P N H R D S W S H C P F M T T R P R P R R N P P P P R N P P P P P P R N P R R N P R R N U S S S S S S S S S O O C O W W W T T T T T T T T R E O O O O O E O O O A O L I A E E I E O E E T C E T Q A T O T A O E Y E R O O T U O O O O O V N U A A A G G A R R V O I M V M M O E A A P W S L I D L I I I I U L I U N N H A R O U U P P P E T R W T T T T T T N L N N N N N N H H - F F C I Y Y E E I I T T T N N N R I R I G E O O O V L T A T F I E E E E C D S N O O O F I T O O A T T T T T E V U T T L M E I T T E E T D M H H S H A D D O N R E V V V R R R R P O A O I O A P L A T D I F F F N R R S C T Y E O O O O O O F T B N U E O I E E S S E E R N L E P H T N R R R A A T M T T G V T N O U C S W A E S L T F F F F F N C P S L F Y A C Y Y F A A A E H A T T P P F A A T E A T U D R R D C O I L O S A L O C C R T I E R L E E E O E N N N W I C I L E T N E M R A N E L N S N E L A D R R D D E U O C V O D D D A R S E P E H B A L N T L E N N V T H E R M T B M T C E S S Y C E C O R E R S D R G E G V L E L O P E Q Q R O O L T E O R O I T E E A E P O R N S S E U U A N S R S H L L N I R T L U E P T P A A C E R C E U I C Y S O C N R E T R R D K U R R Y C T T A D S E E E E G E R U I C E T O A I F U R T E N O T N C V C E P O T A D H I U T T P R U E E RE 1 1 1 1 1 1 1 1 1 1 5 7 2 3 6 8 9 4 3 4 5 6 . 1 2 7 8 0 . . . . . . . . . . . . . . . . . B R E E L P N M N N N E R B E R F P 7 S S S C C W W A A L T T T T T T T T I I R R A L X X O 2 U O E E E H H A H H H I H H T T O O O O O O N P A M E I O G E E O R C I Q F M R A P K T C R E E E E E T O L D I N N T T T L H S I V R O E H V N L T A T D A T H E U A I I O O D T W S N B O T C C C C T A A K I R F F E H E S E P T V E T T O I S U C V T E I E A N O O O O Y Y T U L T I E N N R , E V A T F C A E N R U E & N A C G R M L C E I E N O O N R N N N N A E A E T I T T T " G O U B O T T M G X N U H C K O C M C S G R A O N F T T T T E R B H S I A C T N L T N F E T A R R R R E N I W C V D O I O D E F E E W T E " T R A P W N T I F S I S N L A A A A O I D A D N L M H N L N H T R I R Y E I N T D N E S I W L F L G I C C C C L S N O I I T E N H E T S D I N E H E I T D N E A A T D G N I A O T T T T B T S M D P N H M D E R N H A C E M D I W R G W I C F L O O O O T A C E . R A E , O I G F I O S R H A G E L Y O D A L I O E N U F S T R R R R , E A S N E O W N P E L I E P E R I T D N O R R I Q E S N T ' " M N R E I N D I O R A N E S S E O T O I I I A A S H E A S X I R U T T E U S S S T P E E R T K S A E H S C L L N N E W H I S A E R W G M A R I A S A H P T I R A U C E Y S E R R S D S T P A A L I P T " A I E U R N O S E I T E Y I T O T L O M N E E H A I P Y I R T O A N L C L P U E S U L I A Y O T H N A I N S S R R W I V E L O L S E E C A T G N A F F S S R R A T V M D O U P P R E D O R N F A A N U R E C N T W G S S B H E E E L E O A I O O L I R R I E R O , I V R T I R E E D N S L , D . R C E S T A E Y L G I R O S I O N N B C I E O D R S V . D S I V A I L Z B S O U R I P G A A N A S S C A M G D R O O M S E E R T I T A O E O E T B C U L O I S I I N O D , E C D Y " N N M I E C T L N B B V T I S T L D Y F O N S N E S F E D C A M . L D E A I L O E E O R L L O E P G P T I D D N P O S G I O M A E C T P U I E E W D N S O A W R T H P R , O T S O N A C A D L T A T T T I T I T F I R O O N 1 E T F F O I N T E E N E N A C E L R S I G E U O F I O O O - O O F R S F P R L T R L D T D S S T U D I , A 8 R E R N O P E B V A I I R R C I U L K B I E N A 0 R F P S R B T . B O O A I O N B T E I N S E S L C , U E N 0 R G N A I T A S A D I C E R O N L D L M C V Y E D E L T L A - I O A Y P T L U V W D O O E E T L D H 9 E I S T Y I N R L E N N O M " D P P T T O O D N W C 2 R H I . I C F P A O D I E I P O Y D I F W N 2 N N I L 2 P T O I N N O O E R M O G R N O R N N 9 A A T G E R - G E G F E - T N I O O R R E N H P T I 4 A R + I G N R G R R C O O S A H , R A M F A F R L P I 4 T E R T A S T D E S E D 1 H C E L R A R L E N E Y E S K I I 5 M E O L S B I 0 I S & T Z H N D M O O R 5 . A P T S S C A A M T A 0 E A S L F . E U T E F C L E E C R L P H W U T T S B N E R D A ' S A E A T . A Y . O I N K E O E E , D E O R E N O Y A - S A R N G H I C U N N R C T U D B E S X N T A V N N S A Y Y R M S D E H E O I N . E A I I U R S H U I M E S ' S F S D E H N F N W S T P S V T N D T U R I Y O I E R E T S I M A , O G B . L G L R T N O D D C E I O A S T N T R W V T U A G M T A O N I W A I R 8 A E Y I S E U T D H E R N T N E C R R E O T E G F V 8 X , P T T E N Y , C H E S E G C E E E O I R F T A = R L I T E C T R O R . T T A , M E L E I O O H O I A F L K D O N O U I C O I L E T M R N A L M , N O O N N N F U O P . A C R G T R O H E U N B E C D A S R , G V D T I N A I M , O 1 G S V P E R R D N X I O L T T O I E E O S T 0 . D R G A D A A D L S T I I E R M O C N J , 5 R T L W S E I D A A G L U H 2 T I R E I U O T F T O I A I T N P T F N T H 9 I B E E C M I N R E O Y C R P E N R T A I L A E A S - D D E E S T F I E N A T L R O C D Y I 1 O R T D O L T T U A I T A S I N G , . H C R A L S U D R E A E I I U O F W O C 1 I T O A N / O U O D A R N L A N O T I I F N ' O U N S T E A . N U N S D G N F C I E I R M I I D N D H S A N T N L B C N Q P A G D E A T D P , I I C F E F W D D Y I O A R C R U O T T U I L T P L U E E O B R A O C I G S S T E I O H E I I E C O S R N T D R S O W T T R E T A N U P E S E T E T D Y I T I C I I E H S R P S T A D R N I , A I N N E R M O B R S W R O 2 S E I D H I T E L I S T S G I E T N R R E Y 6 F O T E T N Y M L E A R O E C A S H G S P R , I I , O H P T V T L ' I O Q M S P A O O R T E S A O T O 2 N E , R E L H E R I P I R M U K E L N N E C 0 , F C B I A E M O E I R A U A A D E N M O P 2 E C S N S S T A R D A W T O E N N C R T W I 4 S T Y . I S U C E R D H , S S A A T X I T Z C E C N H T P K L O O E A S W T T E R H T R I I A E O E D E E R L T C F A M O R N E T N R E E E , S A I W R R R I U I U N I . R L I S D K A T N L A , P C , D O C E E O C Y R P O A O H S . F T L G N A A E N X S T A 1 B T I E F I A T E E T R A T N D M N N C U T S 9 I L N R S F C F R A K T T E O E E O G D H 7 A G U E B O F E R C I C S H . X A N & 4 L O N N V E N C R T R , O E R T C C P E T I I V S H A T O V O R E G D M R H S T R M P O A O T W E . T C A E M N I R L E , T U O K C H S R C N A I E D O T C I A A N I T A C E O O R A C D E T K D S S T N H N N R L D G O E R F H E T S N E A R T . D A G L " A A S F E A I T D I H N T E R C N A L I N L C N L C W P H C H S T C A U N U L A O F V C I O I A G I T G H A I C F T O N I R L C E E P E R T O N O O C N L , E I N T L C E E H C T N O P V C L E A F E N R W S L B I D S S I T . I D B R A N C A L O S , A E B C U P C I D I M E O , I R E G A N O E C , T T L D R N E U T T O F I S S Y P A X N U H W D F A K E A I I . L O C N I C E S T D C L O D T N A V S N E S T C E O R A R T O A I A A E ; N R E C E D I F T E O R E S L T P S T R N G V N D O S P A I N T L R Y O E N T A T Y O E A S N Y R . T P R O , O R N L S M S A T I T O H T T I E I P M D A U A N F J T D P E H H O A T P I A U R D E A I N C R N C P E G A H E R E S E C A C P A T L R T C U D D T R , R E C C A S A E T I P I M H U S E E C I E S O C H O A N D . L C F G C D S E E A R T N D E A U A R E N T C E O R " S I 2 G E E B O N D T L U O S . O D F V 0 S N A L E C Y L I T S W E P T O N R R 0 I I N O D T E E O W O R C R S F 6 R D . A R N A Y S N A T E I R L N . D W I A A A N E S A S O O L T O U A N L C R A D N R I H C T T M L R N T T . C R E I H A O A A O I G E Y W N Q L T N L E C N R E S U , H W T R O G T C Y A S E O O H R E I S S T S E S K T T H E S , I 09 S / 0 1 9 S 7 /1 / 6 2 U /2 0 0 B S 2 T 2 E h 6 6 2 e I 0 lt D 3 o D . n 7 , 1 2 C F . T 1 1 0 O 0 6 0 48 R 4
OXYGEN SERVICE O O L M T AX L M E A F X T IMUM 19.THE TERM "ABANDON" USED ON THE DRAWINGS MEANS TO LEAVE IN PLACE AND TAKE APPROPRIATE MEASURES TO DECOMMISSION AS SPECIFIED
OVERHEAD UTILITY (UNSPECIFIED) MH MANHOLE OR NOTED ON THE DRAWINGS.
CURB M M I I N SC M M I I S N C IM E U LL M ANEOUS 20.ALL PROPOSED WORK MAY BE ADJUSTED IN THE FIELD BY THE OWNER'S PROJECT REPRESENTATIVE TO MEET EXISTING CONDITIONS.
EDGE OF PAVEMENT MON MONUMENT
DIRT ROAD 21. F C L O O N O T D R A P C R T O O T R E C T T O I O E N N S S U Y R S E T E A M L L I M S P O R IL O V A E N M D E E N R T O S S , I 1 O 0 N 0 % PR D O E T S O I C G O N L S D R A A S W L I I N S G TE S D , J I U N L Y W 2 A 0 T 2 E 4 R A P R O E L L F U O T L I L O O N W C E O D N D T U RO RI L N F G A C LI I N LI I T N Y G S W TR O A R T K F . ORD, CONNECTICUT Diversion
SIDEWALK Chamber C -
RETAINING WALL
STONE WALL Inlet Pipe
FENCE - UNSPECIFIED X X X
FENCE - CHAIN LINK Modifications
FENCE - WOOD POST
GUARDRAIL
METAL BEAM RAIL
TRAIN TRACKS Town of Stratford
STORM DRAIN STRUCTURES MANHOLE D DARRAEIAN CBAATSCINH Water Pollution
SANITARY SEWER STRUCTURES S Control Facility
WATER SERVICE STRUCTURES HYDRANT MANHOLE W VALVE
GAS SERVICE STRUCTURES MANHOLE G VALVE
ELECTRIC SERVICE STRUCTURES UTILIPTOYL CE O#. MANHOLE E LIGHT Stratford,
TELECOMMUNICATIONS MANHOLE T Connecticut
TREELINE
TREE EVERGREEN DECIDUOUS
LEGEND
RESOURCE AREAS
VEGETATED WETLAND LIMIT
TOP OF BANK
MEAN ANNUAL HIGH WATER
LAND SUBJECT TO FLOODING
100-FOOT BUFFER ZONE
200-FOOT RIVERFRONT AREA LOCAL RESOURCE AREA
LOCAL BUFFER ZONE - 1
LOCAL BUFFER ZONE - 2 W W E E T T L L A A N N D D S D W EL A I T N E E R A T C I O O U N RSE P T M . . S E .M C M H O M W F A F A N A R U T T E T Z L
WETLAND FLAG
MEAN HIGH TIDE LINE COASTAL JURISDICTION LINE

W
W
W
W
MARK DATE DESCRIPTION
PROJECT NO: S1924-053A
DATE: SEPTEMBER 2026
FILE: S1924-053A-C-101-PIPE.dwg
DRAWN BY: DESIGNED BY:
CHECKED BY:
APPROVED BY:
PIPE LINING PLAN SCALE: 1" = 20' C-101
gwd.EPIP-101-C-A350-4291S\teehS\gniniL
epiP\DACotuA\sgniwarD\ydutS
retawmrotSr
eFhCcPtWah
3TT5
0:\ydBr
omftpa4rt1S:
14-26926 102 S20 \ 2 S,6/ \ 61:J 1 p/ :e9 dS n ::o dnB eOv & ad See th tts goa ilTPL
1000 Bridgeport Avenue
Suite 320
Shelton, CT 06484
T 203.712.1100
ISSUED FOR
BID
Diversion
Chamber C -
Inlet Pipe
Modifications
00 20' 40' Town of Stratford SCALE: 1" = 20' Water Pollution
Control Facility
Stratford,
Connecticut
M.MOFFATT
N
W ( E S T E L E A N N O D T F E L O 6) W E T X Y I P S E T " I C N - G L" CB
TOP OF PIPE=1.6
INV=-2.9 L C I O N N E T E IN XI U S O T U IN S G LY 5 F 4 R " O C M MP 09/16/2026
DIV CHAMBER C TO
TYPE "C-L" CATCH BASIN
EXISTING MANHOLE
TF = 9.33 (APPROX)
LOCATE ENTRANCE DURING CLEANING
AND EXCAVATE AND MARK-OUT
SEE NOTE "6"
LINE EXISTING 54" CMP
NORTH ROAD 09/17/2026
120.5'
91.5'
102'
TOWN'S JETTER IS STUCK APPROXIMATELY 70 FEET
CONTRACTOR F R T O
A
O
N
M R
D
E D T
H
I R V
A
I
N
E C
D
V H E A
O
M J
V
E B
E
T E
R
T R E
T
R C
O
/ I C
T
N A
O
L B
W
E L T
N
E . 70' LINE EXISTING 12" RCP
DIVERSION CHAMBER "C'
54 INCH CMP PIPE
INV=-3.85
SEE NOTE "6"
BASED ON TIDAL RIVER LEVELS, PIPE LINING PLAN NOTES: RIVER WATER ( S E E N E T E N R O S T E D I 6 V ) .CHAMBER C.
1. THE 1974 DRAWING SHOWS THE DIVERSION C INLET PIPE AS 54-INCH CMP.
2. LINING WORK FOR THIS PROJECT WILL BE FROM CATCH BASIN TO DIVERSION CHAMBER C STRUCTURE.
3. CONTRACTOR TO USE EXISTING ACCESS POINTS (DIVERSION CHAMBER C AND CATCH BASIN) FOR INSERTION AND
TERMINATION OF THE LINER.
4. CONTRACTOR TO NOTE THAT GROUND WATER WAS OBSERVED 5-FEET BELOW GRADE. THE CONTRACTOR SHALL IDENTIFY
AND CONTROL GROUNDWATER INFILTRATION THAT MAY INTERFERE WITH INSTALLATION OR CURING OF THE CIPP WORK.
5. LINING WORK WILL NEED TO OCCUR DURING DRY WEATHER AND LOW RIVER CONDITIONS. CONTRACTOR SHALL MONITOR
RAINFALL, RIVER LEVELS FOR THE DURATION OF THE LINING WORK (INSTALL, CURING AND TESTING) TO MINIMIZE THE
NEED FOR DIVERTING THE INLAND WETLAND FLOW INTO THE EFFLUENT PUMP STATION.
6. CONTRACTOR SHALL PLUG PIPE TO ENSURE RIVER WATER OR WETLAND FLOW WILL NOT ENTER THE CHAMBER C PIPE
DURING THE CIPP WORK.
7. EXISTING DRAWINGS SHOW A SLUICE GATE ON THE CHAMBER C STRUCTURE. THIS GATE IS NOT OPERATIONAL AND
CONTRACTOR SHALL NOT RELY ON THIS FOR CIPP WORK.
8. REFER TO SHEET C-201 FOR ADDITIONAL VIEWS OF DIVERSION CHAMBER C, CATCH BASIN & MANHOLE STRUCTURE
9. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION
10.THE 54" LINE IS ANTICIPATED TO HAVE APPROXIMATELY 12- 24 INCHES OF SEDIMENT. CONTRACTOR TO REMOVE AND
DISPOSE SEDIMENT ACCORDINGLY PRIOR TO CIPP WORK.
11.THE 12" RCP INLET HEADWALL IS BURIED AND CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND EXCAVATING THE
INLET PRIOR TO CLEANING, CCTV AND LINING WORK.
M.SANSONE P. EMMANUEL
R. RICHARDSON
PIPE LINING PLAN LEGEND: PROPERTY LINE -

MARK DATE DESCRIPTION
PROJECT NO: S1924-053A
DATE: SEPTEMBER 2026
FILE: S1924-053A-C-201-DETL.dwg
DRAWN BY: DESIGNED BY:
CHECKED BY:
APPROVED BY:
MISCELLANEOUS EXISTING STRUCTURES SCALE: AS SHOWN C-201
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14-26926 102 S20 \ 2 S,6/ \ 61:J 1 p/ :e9 dS n ::o dnB eOv & ad See th tts goa ilTPL
1000 Bridgeport Avenue
Suite 320
Shelton, CT 06484
T 203.712.1100
09/16/2026
09/17/2026
ISSUED FOR
BID
MANHOLE
- DETAIL
- NO SCALE
MANHOLE FRAME AND COVER
- DETAIL Diversion
- NO SCALE Chamber C -
Inlet Pipe
Modifications
Town of Stratford
Water Pollution
Control Facility
Stratford,
Connecticut
TYPE "C-L" CATCH BASIN P M . . E S M A M N A S N O U N E E L
R. RICHARDSON
- DETAIL M.MOFFATT
FRAME AND GRATE FOR TIDAL STRUCTURE - NO SCALE
DIVERSION CHAMBER C - DETAIL NOTES - DETAIL - NO SCALE 1. THE EXISTING STRUCTURES WERE OBTAINED FROM THE 1974 DWGS. CONTRACTOR TO - NO SCALE M CO O N D F IF IR IC M T I O O P N E S N I O N F G T S H O E F S E T H S E T R E U X C IS T I U T R IN E G S A S R T E R U N C O T T U R AN ES T I M CI A P T A C T H E D A C F T O U R A T L H C E O C N I D P I P T I W O O N R A K N . D