Consumers_Energy_Nakota_Road_Construction_Plans.pdf
PDF 1 MB Posted
- Attached to
- 2026 Road Reconstruction Improvements
- Solicitation number
- CAP2635
- Issued by
- Oakland County, Riverview City, Michigan
About this file
This is a construction design plan document for natural gas pipeline infrastructure prepared by CMS Energy Company for Consumers Energy, involving the City of Royal Oak, City of Clawson, Oakland County, and Royal Oak Township in Michigan. The project, designated as DAPP 30381 (Year 1 of the Four Cities Metro Pipeline), involves the installation of new 24-inch steel gas main pipeline along Nakota Road and connecting avenues, including sections from Delemere Boulevard to Washington Avenue. The design encompasses approximately 2,400 linear feet of new piping with multiple diameter segments (2-inch, 4-inch, 8-inch, and 24-inch), cathodic protection systems with anode installations, and associated utility crossings. The project includes excavation work requiring approximately 4 feet of trench width in most locations, with coordination around existing 78-inch county drains, water mains, sanitary and storm sewers, and other utilities. Materials specified include dual-controlled CTD X65 grade pipe, 45-degree elbows, and cathodic protection equipment with five 17-pound anodes and number 12 test wires at multiple grade box locations.
The construction plans indicate phased implementation across multiple years, with Year 1 activities (DAPP 30381) occurring in 2025-2026, and subsequent years planned through 2025 for completion of tie-ins and full system activation. Project notes require maintenance of at least one traffic lane on Nakota Road at all times and preservation of residential driveway access throughout construction. The design was prepared by Alexander Parat and approved through Consumers Energy's internal review process with multiple construction certification requirements. All locations and depths noted on the design are approximate and subject to modification based on field conditions encountered during construction. Douglas Parpart, contact at (248) 653-7085, is identified as the point of contact for technical questions regarding the cathodic protection specifications and installation details.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 2026_Road_Reconstruction_Improvements.pdf | ||
| CAP2635_Bid_Set.pdf | ||
| CAP2635_Construction_Contract.docx | DOCX document | |
| Bond-standard_-_generic.pdf | ||
| CAP2635_Project_specifications.pdf | ||
| Contractors_affidavit_-_generic.pdf | ||
| Hold_Harmless_-_generic.pdf |
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Text version
11E01N 05T SEC.R
10-20-2025 19:34:57 SA_BOUD_JS_PROD_Design2133019.dgn
STAKED NEW PIPE: SIGNED DATE
DATEMISS DIG NUMBER:
- CONSTRUCTION CERTIFICATION -
ALL SALVAGEABLE MATERIAL WAS RETURNED TO STORES.
WORK WAS CONSTRUCTED AS ENGINEERED OR CHANGED AS INDICATED.
IN DIRECT CHARGE OF WORK
COMPLETEDDATES: STARTED
SIGNED
CITY OF CLAWSON
CITY OF ROYAL OAK
OAKLAND COUNTY
AFFECTED:
SHEETS
APPR:BY:REVISION DESCRIPTION:DATE:NO.
GAS CADD TITLE BLOCK D SHEET (2020)
NONE
Alexander Parat /202510/21
100007943072
11756420DMNGCON
00107375943401610512
DAPP 30381 1002C YR1 NAKOTA TYPE III
A CMS Energy Company
SHEET 6 OF 32
GAS
DESIGNED BY
APPROVED BY
SCALE
DATE
DATE
ACTIVITY TYPE
MAINTENANCE
CM NO.
ORDER NO.
FOUR CITIES METRO PIPELINE
MICHIGAN
OAKLAND COUNTY
ROYAL OAK TOWNSHIP
CITY OF ROYAL OAK
CITY OF CLAWSON
DESIGN NUMBERORDER TYPE
GAS NUMBER NOTIFICATION NUMBER
NAKOTA RD. (60' WD. PUBLIC)
E L
M H
U R S T
A V
E (8
W D P
U B L
IC
T H
O R
N C
R O F
E (5
W D P
U B L
IC
W O
O D L
A N
D
E (5
W D P
U B L
IC
NAKOTA RD. (60' WD. PUBLIC)
B R
IA
R W
O O
E (5
W D P
U B L
IC
W O
O D L
A
E
W D P
U B L
IC
D E L E
M E
R
B L
V D (8
W D P
U B L
IC
(5
W D P
U B L
IC
F E
R N L
E
D E L E
M E
V D (8
W D P
U B L
IC
2"S-MP
2"S-MP2
S
M P
S
M P
S
M P
S
M P
S
M P
"S-HP24
"S-HP>30%24
S H P
"S-HP244
P
M P
NAKOTA RD. (60' WD. PUBLIC)
NAKOTA RD. (60' WD. PUBLIC)
4"P-MP
"S-HP>30%24
"S-HP24
"S-HP24
"S-HP24
"S-HP24
F L
O W
G
E
W A
Y
X
M P
F L
O W
G
E
W A
Y
F L
O W
G
E
W A
Y
F L
O W
G
E
W A
Y
FLOW
GAS TWO-WAY
PR HP
FLOW
GAS TWO-WAY
PR HP
FLOW
GAS TWO-WAY
PR HP
FLOW
GAS TWO-WAY
PR HP
FLOW
GAS TWO-WAY
PR HP
F L
O W
G A S
T
W O
W A
Y
F L
O W
G A S
T
W O
W A
Y
FLOW
GAS TWO-WAY
EX HP
F L
O W
G A S
T
W O
W A
Y
H
NAKOTA RD. (60' WD. PUBLIC) NAKOTA RD. (60' WD. PUBLIC)R
O S E
W O
E (5
W D P
U B L
IC
H
IL
L C
R E
E (5
W D P
U B L
IC
M A S S
IT
(5
W D P
U B L
IC
T
C H E
W A
E (5
W D P
U B L
IC
T
C H E
W A
E (5
W D P
U B L
IC
W
IK
E (5
W D P
U B L
IC
IK
E (5
W D P
U B L
IC
C
O C
O L
Y
E (5
W D P
U B L
IC
NAKOTA RD. (60' WD. PUBLIC)
(5
W D P
U B L
IC
C R
O O
K
(6
W D P
U B L
IC
C R
O O
K
(6
W D P
U B L
IC
O C
O L
E (5
W D P
U B L
IC
S
M P
S
M P
S
M P
S
M P
S
M P
S
M P
S
M P
S
M P
8"S-MP
2"S-MP
S
M P
S
M P
P
M P
NAKOTA RD. (60' WD. PUBLIC)
NAKOTA RD. (60' WD. PUBLIC)
NAKOTA RD. (60' WD. PUBLIC)
"S-HP24
S
M P
"S-HP24
"S-HP24
"S-HP24
"S-HP24
"S-HP24
"S-HP24
"S-HP24
F L
O W
G
E
W A
Y
FLOW
GAS TWO-WAY
PR HP
FLOW
GAS TWO-WAY
PR HP
FLOW
GAS TWO-WAY
EX HP
FLOW
GAS TWO-WAY
PR HPF
L
O W
G A S
T
W O
W A
Y
FLOW
GAS ONE-WAY
MP EX
FLOW
GAS TWO-WAY
EX MP
FLOW
GAS TWO-WAY
PR HP
F L
O W
G
E
W A
Y
F L
O W
G A S
T
W O
W A
Y
F L
O W
G A S
T
W O
W A
Y
F L
O W
G A S
T
W O
W A
Y
F L
O W
G A S
T
W O
W A
Y
F L
O W
G A S
T
W O
W A
Y
F L
O W
G
E
W A
Y
F L
O W
G
E
W A
Y
19551955
N
IT
U
E (8
W D P
U B L
IC
N
IT
E (8
W D P
U B L
IC
NAKOTA RD. (60' WD. PUBLIC)
S
M P
S
M P
"S-HP24
"S-HP24
FLOW
GAS TWO-WAY
PR HP
F L
O W
G
E
W A
Y
F L
O W
G
E
W A
Y
TECUMSEH ST. (60' WD. PUBLIC)
NAKOTA RD. (50' WD. PUBLIC)
S
H
IN
G T
E (6
W D P
U B L
IC
G A
R G
A N T
E (5
W D P
U B L
IC
R
IA
E (5
W D P
U B L
IC
R
IA
E (5
W D P
U B L
IC
W O
E (5
W D P
U B L
IC
W O
E (5
W D P
U B L
IC
R E
D R
U
E (8
W D P
U B L
IC
R E
D R
U
E (8
W D P
U B L
IC
N A
H
E (5
W D P
U B L
IC
N A
H
E (5
W D P
U B L
IC
S T
E (6
W D P
U B L
IC
S T
E (6
W D P
U B L
IC
G A
R G
A N T
E (5
W D P
U B L
IC
S
M P
2"S-MP
2"S-MP
2"S-MP
2"S-MP
2"P-MP 2"S-MP
2"S-MP
2"S-MP
2"S-MP
S
M P
S
M P
S
M P
S
M P
S
M P
S
M P
S
M P
S
M P
2"S-MP2"S-MP
S
H
IN
G T
E (6
W D P
U B L
IC
NAKOTA RD. (60' WD. PUBLIC)
NAKOTA RD. (60' WD. PUBLIC)
NAKOTA RD. (60' WD. PUBLIC)
NAKOTA RD. (60' WD. PUBLIC)
NAKOTA RD. (60' WD. PUBLIC)
"S-HP24
"S-HP24 "S-HP24
"S-HP24
"S-HP24
"S-HP24
"S-HP24
"S-HP24
S H P
FLOW
GAS TWO-WAY
PR HP
FLOW
GAS TWO-WAY
PR HP
FLOW
GAS TWO-WAY
PR HP
FLOW
GAS TWO-WAY
PR HP
FLOW
GAS TWO-WAY
PR HP
FLOW
GAS TWO-WAY
PR HP
F L
O W
G A S
T
W O
W A
Y
FLOW
GAS ONE-WAY
EX MP
FLOW
GAS ONE-WAY
EX MP
FLOW
GAS ONE-WAY
EX MP
F L
O W
G
E
W A
Y
F L
O W
G
E
W A
Y
F L
O W
G
E
W A
Y
F L
O W
G
E
W A
Y
F L
O W
G
E
W A
Y
F L
O W
G
E
W A
Y
F L
O W
G
E
W A
Y
F L
O W
G
E
W A
Y
F L
O W
G
E
W A
Y
FLOW
GAS ONE-WAY
EX MP
19641964
F L
O W
G
E
W A
Y
M A T
C H L
IN
A T
C H L
A T
C H L
A T
C H L
CROSSING
YEAR 4, DELEMERE BLVD.
START OF DAPP 31058
LEGEND
PIPE SEGMENT LETTER
SEQUENCE NUMBER
GAUGE
VENT STACK
CROSSING
YEAR 0, CROOKS RD.
TIE-IN TO DAPP 30863
CROSSING
YEAR 0, CROOKS RD.
TIE-IN TO DAPP 30863
YEAR 1, WASHINGTON AVE.
START OF DAPP 30383
(DELEMERE TO E. OF WOODLAND)
ONE LINE
NO SCALE
(E. OF WOODLAND TO E. OF S. MANITOU)
ONE LINE
NO SCALE
(E. OF S. MANITOU TO WASHINGTON)
ONE LINE
NO SCALE
P
M P
NAKOTA RD. (60' WD. PUBLIC)
A
A
A
B
B
B
T
A
B
T
A
A
A
A
T
A
B
T
A
A
A
A
T
A
B
T
A
A
A
A
CALL DOUGLAS PARPART (248)-653-7085 FOR QUESTIONS
PIPE 3 TO 5 FEET OFF PIPE AT OR BELOW PIPELINE.
5 FEET APART AND INSTALL ON BOTH SIDES OF
BOND ANODES TO TEST LEADS , INSTALL ANODES
INSTALL 5 17 LB ANODES 2 # 12 TEST WIRES
CALL DOUGLAS PARPART (248)-653-7085 FOR QUESTIONS
PIPE 3 TO 5 FEET OFF PIPE AT OR BELOW PIPELINE.
5 FEET APART AND INSTALL ON BOTH SIDES OF
BOND ANODES TO TEST LEADS , INSTALL ANODES
INSTALL 5 17 LB ANODES 2 # 12 TEST WIRES
CALL DOUGLAS PARPART (248)-653-7085 FOR QUESTIONS
PIPE 3 TO 5 FEET OFF PIPE AT OR BELOW PIPELINE.
5 FEET APART AND INSTALL ON BOTH SIDES OF
BOND ANODES TO TEST LEADS , INSTALL ANODES
INSTALL 5 17 LB ANODES 2 # 12 TEST WIRES
PERMIT COPY
R
2"P-MP
2"P-MP
2025S E
D G
E M
O
E
"S-HP24
2"P-MP
FLOW
GAS ONE-WAY
EX MP
78" COUNTY DRAIN
W COMB
COMB
EH
EH
T
D
FP
D E L E
M E
V D (8
W D P
U B L
IC
D E L E
M E
V D (8
W D P
U B L
IC
2"S-MP
P
M P
16"
12"
78" COUNTY DRAIN
8"
(MN)
"S-HP24
S H P
P
M P
(APPROXIMATE)
YEAR 1 - DAPP 30381
(APPROXIMATE)
YEAR 4 - DAPP 31058
NAKOTA RD. (60' WD. PUBLIC)
22'
1'
18'
4"P-MP
16'
24'
1'
"S-HP>30%24
YEAR 4 - DAPP
P I:
.7
PI: 23+71.19
12'
28'
16'
FLOW
GAS TWO-WAY
PR HP
F L
O W
G A S
T
W O
W A
Y
M P
F L
O W
G A S
T
W O
W A
Y
FLOW
GAS TWO-WAY
EX HP
F L
O W
G A S
T
W O
W A
Y
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
CITY OF ROYAL OAK
CITY OF ROYAL OAK
ROW
ROW
ROW
ROW
R O
W R O
W
R O
W
R O
W
ROW
ROW
STA. 24+27
11E01N 05T SEC.R
10-20-2025 19:46:42 SA_BOUD_JS_PROD_Design2133019.dgn
STAKED NEW PIPE: SIGNED DATE
DATEMISS DIG NUMBER:
- CONSTRUCTION CERTIFICATION -
ALL SALVAGEABLE MATERIAL WAS RETURNED TO STORES.
WORK WAS CONSTRUCTED AS ENGINEERED OR CHANGED AS INDICATED.
IN DIRECT CHARGE OF WORK
COMPLETEDDATES: STARTED
SIGNED
APPR:BY:REVISION DESCRIPTION:DATE:NO.
GAS CADD TITLE BLOCK D SHEET (2020)
1"=30'
Alexander Parat /202510/21
SHEET 7 OF 32
APPROVED BY
SCALE
DATE
DATE
ACTIVITY TYPE
MAINTENANCE
CM NO.
ORDER NO.
FOUR CITIES METRO PIPELINE
MICHIGAN
OAKLAND COUNTY
ROYAL OAK TOWNSHIP
CITY OF ROYAL OAK
CITY OF CLAWSON
UTILITY LEADS AS REQUIRED
SUPPORT AND PROTECT ALL
CONSTRUCTION CREWS TO
NOTE:
3173CATHODIC LOC: SECTOR:
UNKNOWNPSI YIELD STRENGTH:
5-TERMINAL BOX11-TERM ABOVE GROUND
¾'' CONDULET BOX
4'' BELOW GROUND
2'' BELOW GROUND
USE TEST BOX: NONE
DMPANODE X RECTIFIER REVIEWED BY:
INSTALLED BY: DATE:
PIPE TO SOIL: VDC
TEST BOX LOC: N-S-E-W OF:FT
N-S-E-W OF:FT2ND DIMENSION:
EXPOSED PIPE CONDITION - EXTERNAL REVIEW
PIPE PITTED: YES NO
WRAP CONDITION:
PIT DEPTH: INCHES
EXPOSED PIPE CONDITION - INTERNAL REVIEW
PIPE PITTED:
PIT DEPTH:
COUPON REMOVED
N/A - NO PIPE/
YES NO
INCHES
MAIN SERVICE
GOOD BARE DISBONDED
MAIN SERVICE
M A T
C H L
(S
E E
S
H E E T
(CAP TO EL)
608' TRENCH
MATERIAL NAME QUANTITY UNIT
SHEET TOTAL MATERIAL LIST
BFW DUAL CTD X65
PIPE, 24" 0.375 WT
1 EA
FT283'
MATERIAL PER MSS SP-75 GR WPHY-65
CAP, PIPE, 24" BW 0.375 WT PER ASME B16.9
T
T
A
A
B
A
A
A
SPLIT AND INSTALL ON EACH SIDE OF MAIN
GRADE BOX. SET ANODES 5 FEET APART
WIRES BRING UP INTO 11 TERM ABOVE
INSTALL 5 #17 LB ANODES 2 #12 TEST
PERMIT COPY
SECTION A-A
*ALL LOCATIONS & DEPTHS ARE APPROXIMATE.
COUNTY DRAIN
DELEMERE BLVD.
A
A
PROFILE ON SHEET 17
SEE UTILITY CROSSINGS
NOTE:
POSSIBLE THROUGHOUT WORK.
SHALL BE MAINTAINED AS MUCH AS
ACCESS TO RESIDENTIAL DRIVEWAYS2.
ROAD AT ALL TIMES.
SHALL BE MAINTAINED ON NAKOTA
AT LEAST ONE LANE OF TRAFFIC1.
CITY OF ROYAL OAK PROJECT NOTES:
WILL VARY DEPENDING UPON FIELD CONDITIONS.
DEPICTED ON THE DESIGN/PROFILE, OTHER LOCATIONS
THAT ARE INCURRED. SOME OF THESE LOCATIONS ARE
EXCLUDING TIE-IN/WELD LOCATIONS AND ANY OBSTACLES
THE TRENCH/DIG LIMITS WILL BE APPROX. 4' WIDE,
IN MOST LOCATIONS ALONG THE PROPOSED PIPE ROUTE
EXCAVATION NOTE:
G A
R A
G E
G A
R A
G E
NAKOTA RD. (60' WD. PUBLIC)
E L
M H
U R
E (8
W D P
U B L
IC
COMB
COMB
COMB
B R
IA
R W
O
E (5
W D P
U B L
IC
12"
" 78" COUNTY DRAIN
78" COUNTY DRAIN
8"
S
M P
S
M P
NAKOTA RD. (60' WD. PUBLIC)
8"
CITY OF ROYAL OAK
CITY OF ROYAL OAK
8"
"S-HP24
1'
1'
' 5
5'
20'
8'
15'
"S-HP24
5'
11'
8'
21'
"S-HP24
9'
16'
18'
22'
YEAR 1 - DAPP 30381
1+
9'
10'
7'
F L
O W
G
E
W A
Y
F L
O W
G
E
W A
Y
FLOW
GAS TWO-WAY
PR HP
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
10'
C
O U
N
A
IN
ACTION
NO SERVICE
ROW
ROW
ROW
ROW
R O
W
R O
W
R O
W
R O
W
ROW
ROW
ROW
ROW
ROW
ROW
S
' TREE TO
BE REMOVED
TREE TO
BE REMOVED
TREE TO
BE REMOVED
TREE TO
BE REMOVED
TREE TO
BE REMOVED
11E01N 05T SEC.R
10-20-2025 18:26:56 SA_BOUD_JS_PROD_Design2133019.dgn
STAKED NEW PIPE: SIGNED DATE
DATEMISS DIG NUMBER:
- CONSTRUCTION CERTIFICATION -
ALL SALVAGEABLE MATERIAL WAS RETURNED TO STORES.
WORK WAS CONSTRUCTED AS ENGINEERED OR CHANGED AS INDICATED.
IN DIRECT CHARGE OF WORK
COMPLETEDDATES: STARTED
SIGNED
APPR:BY:REVISION DESCRIPTION:DATE:NO.
GAS CADD TITLE BLOCK D SHEET (2020)
1"=30'
Alexander Parat /202510/21
SHEET 8 OF 32
APPROVED BY
SCALE
DATE
DATE
ACTIVITY TYPE
MAINTENANCE
CM NO.
ORDER NO.
FOUR CITIES METRO PIPELINE
MICHIGAN
OAKLAND COUNTY
ROYAL OAK TOWNSHIP
CITY OF ROYAL OAK
CITY OF CLAWSON
CONSTRUCTION CREWS TO
NOTE:
3173CATHODIC LOC: SECTOR:
UNKNOWNPSI YIELD STRENGTH:
5-TERMINAL BOX11-TERM ABOVE GROUND
USE TEST BOX: NONE
DMPANODE X RECTIFIER REVIEWED BY:
INSTALLED BY: DATE:
PIPE TO SOIL: VDC
TEST BOX LOC: N-S-E-W OF:FT
N-S-E-W OF:FT2ND DIMENSION:
EXPOSED PIPE CONDITION - EXTERNAL REVIEW
PIPE PITTED: YES NO
WRAP CONDITION:
PIT DEPTH: INCHES
EXPOSED PIPE CONDITION - INTERNAL REVIEW
PIPE PITTED:
PIT DEPTH:
COUPON REMOVED
N/A - NO PIPE/
YES NO
INCHES
MAIN SERVICE
GOOD BARE DISBONDED
MAIN SERVICE
M A T
C H L
E E
S
H E E T
M A T
C H L
E E
S
H E E T
(EL TO EL)
72' TRENCH
(EL TO EL)
273' TRENCH
(EL TO EL)
99' TRENCH
MATERIAL NAME QUANTITY UNIT
SHEET TOTAL MATERIAL LIST
SECTION B-B
SECTION C-C
*ALL LOCATIONS & DEPTHS ARE APPROXIMATE.
*ALL LOCATIONS & DEPTHS ARE APPROXIMATE.
B
B
C
C
FT824'
BFW DUAL CTD X65
PIPE, 24" 0.375 WT
SEGM LR Y-65
ELBOW, PIPE, 24" 45 DEG
12 EA
COUNTY DRAIN
COUNTY DRAIN
(EL TO EL)
274' TRENCH
PERMIT COPY
POSSIBLE THROUGHOUT WORK.
SHALL BE MAINTAINED AS MUCH AS
ACCESS TO RESIDENTIAL DRIVEWAYS2.
ROAD AT ALL TIMES.
SHALL BE MAINTAINED ON NAKOTA
AT LEAST ONE LANE OF TRAFFIC1.
CITY OF ROYAL OAK PROJECT NOTES:
PROFILE ON SHEET 17
SEE UTILITY CROSSINGS
NOTE:
WILL VARY DEPENDING UPON FIELD CONDITIONS.
DEPICTED ON THE DESIGN/PROFILE, OTHER LOCATIONS
THAT ARE INCURRED. SOME OF THESE LOCATIONS ARE
EXCLUDING TIE-IN/WELD LOCATIONS AND ANY OBSTACLES
THE TRENCH/DIG LIMITS WILL BE APPROX. 4' WIDE,
IN MOST LOCATIONS ALONG THE PROPOSED PIPE ROUTE
EXCAVATION NOTE:
FIX LINETYPE
WM INSTALLED IN 2019
ABANDONED 6" WM
8" WM
G A
R A
G E
G A
R A
G E
G A
R A
G E
G A
R A
G E
G A
R A
G E
3 2
NAKOTA RD. (60' WD. PUBLIC)
T
H O
R N
C R
O F
E (5
W D P
U B L
IC
W O
O D L
A
E (5
W D P
U B L
IC
G A
R A
G E
COMB
COMB
COMB
COMB
W
W O
O D L
A
E
W D P
U B L
IC
78" COUNTY DRAIN
78" COUNTY DRAIN
1"
1"
C
O U
N
A
IN
8"
8"
" 12"
S
M P
S
M P
"S-HP24
8"
78" COUNTY DRAIN
NAKOTA RD. (60' WD. PUBLIC)
NAKOTA RD. (60' WD. PUBLIC)
78" COUNTY DRAIN
CITY OF ROYAL OAK
CITY OF ROYAL OAK
5'
35'
5'
28'
9'
16'
"S-HP24
1'
78'
10'
1'
"S-HP24
"S-HP24
17'
8'
YEAR 1 - DAPP 30381
1+
P I:
1+ .8
F L
O W
G
E
W A
Y
F L
O W
G
E
W A
Y
FLOW
GAS TWO-WAY
PR HP
FLOW
GAS ONE-WAY
EX MP
FLOW
GAS TWO-WAY
PR HP
FLOW
GAS TWO-WAY
PR HP
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
7'
9'
65'
R O
W
R O
W
ROW
ROW
ROW
ROW
R O
W
R O
W
R O
W
R O
W
6"
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
R
RECTIFIER AND DEEP WELL,
(TO BE INSTALLED IN FUTURE PROJECT
WHEN PIPE IS PUT INTO SERVICE)
2"P-MP
31'
1'
11E01N 05T SEC.R
10-20-2025 19:37:38 SA_BOUD_JS_PROD_Design2133019.dgn
STAKED NEW PIPE: SIGNED DATE
DATEMISS DIG NUMBER:
- CONSTRUCTION CERTIFICATION -
ALL SALVAGEABLE MATERIAL WAS RETURNED TO STORES.
WORK WAS CONSTRUCTED AS ENGINEERED OR CHANGED AS INDICATED.
IN DIRECT CHARGE OF WORK
COMPLETEDDATES: STARTED
SIGNED
APPR:BY:REVISION DESCRIPTION:DATE:NO.
GAS CADD TITLE BLOCK D SHEET (2020)
1"=30'
Alexander Parat /202510/21
SHEET 9 OF 32
APPROVED BY
SCALE
DATE
DATE
ACTIVITY TYPE
MAINTENANCE
CM NO.
ORDER NO.
FOUR CITIES METRO PIPELINE
MICHIGAN
OAKLAND COUNTY
ROYAL OAK TOWNSHIP
CITY OF ROYAL OAK
CITY OF CLAWSON
CONSTRUCTION CREWS TO
NOTE:
3173CATHODIC LOC: SECTOR:
UNKNOWNPSI YIELD STRENGTH:
5-TERMINAL BOX11-TERM ABOVE GROUND
USE TEST BOX: NONE
DMPANODE X RECTIFIER REVIEWED BY:
INSTALLED BY: DATE:
PIPE TO SOIL: VDC
TEST BOX LOC: N-S-E-W OF:FT
N-S-E-W OF:FT2ND DIMENSION:
EXPOSED PIPE CONDITION - EXTERNAL REVIEW
PIPE PITTED: YES NO
WRAP CONDITION:
PIT DEPTH: INCHES
EXPOSED PIPE CONDITION - INTERNAL REVIEW
PIPE PITTED:
PIT DEPTH:
COUPON REMOVED
N/A - NO PIPE/
YES NO
INCHES
MAIN SERVICE
GOOD BARE DISBONDED
MAIN SERVICE
M A T
C H L
E E
S
H E E T
M A T
C H L
IN
E
E
(S
E E
S
H E E T
(EL TO EL)
69' TRENCH
(EL TO EL)
203' TRENCH
(EL TO
EL)
19' TRENCH
MATERIAL NAME QUANTITY UNIT
SHEET TOTAL MATERIAL LIST
SECTION D-D
SECTION E-E
*ALL LOCATIONS & DEPTHS ARE APPROXIMATE.
*ALL LOCATIONS & DEPTHS ARE APPROXIMATE.
D
D
E
E
FT834'
BFW DUAL CTD X65
PIPE, 24" 0.375 WT
SEGM LR Y-65
ELBOW, PIPE, 24" 45 DEG
10 EA
COUNTY DRAIN
COUNTY DRAIN
(EL TO TIE-IN)
1042' TRENCH
(248)-653-7085 FOR QUESTIONS.
GRADE BOX. CALL DOUGLAS PARPART
WIRES BRING UP INTO 11 TERM ABOVE
INSTALL 5 #17 LB ANODES 2 #12 TEST
T
T
A
A
B
A
A
A
PERMIT COPY
POSSIBLE THROUGHOUT WORK.
SHALL BE MAINTAINED AS MUCH AS
ACCESS TO RESIDENTIAL DRIVEWAYS2.
ROAD AT ALL TIMES.
SHALL BE MAINTAINED ON NAKOTA
AT LEAST ONE LANE OF TRAFFIC1.
CITY OF ROYAL OAK PROJECT NOTES:
PROFILE ON SHEET 17
SEE UTILITY CROSSINGS
NOTE:
WILL VARY DEPENDING UPON FIELD CONDITIONS.
DEPICTED ON THE DESIGN/PROFILE, OTHER LOCATIONS
THAT ARE INCURRED. SOME OF THESE LOCATIONS ARE
EXCLUDING TIE-IN/WELD LOCATIONS AND ANY OBSTACLES
THE TRENCH/DIG LIMITS WILL BE APPROX. 4' WIDE,
IN MOST LOCATIONS ALONG THE PROPOSED PIPE ROUTE
EXCAVATION NOTE:
EXISTING SEWER
SEEMS UNUSUALLY DEEP?
M
9 19
1 19
7 18 1 18
G A
R A
G E G A
R A
G E
G A
R A
G E
NAKOTA RD. (60' WD. PUBLIC)
R O S E
W O
E (5
W D P
U B L
IC
H
IL
L C
R E
E (5
W D P
U B L
IC
M A S S
IT
(5
W D P
U B L
IC
COMB
COMB
COMB
COMB
COMB
COMB
COMB
S E
D G
E M
O
E (5
W D P
U B L
IC
12"
12"
12"
4"
78" COUNTY DRAIN
12"
78" COUNTY DRAIN
78" COUNTY DRAIN
12"
78" C O
UNTY
DRAIN
10"
8"
8"
8"
6"
S
M P
S
M P
(M1613)
(OPEN)
2"P-MP
P
M P
NAKOTA RD. (60' WD. PUBLIC)
8"
8"
8"
12"
12"
CITY OF ROYAL OAK
CITY OF ROYAL OAK
"S-HP24
17'
8'
2"P-MP
"S-HP24
17'
8'
1'
(APPROXIMATE)
YEAR 0 - DAPP 30863
(APPROXIMATE) YEAR 1 - DAPP 30381
S
M P
25'
1'
' 5'
7'
20'
32'
"S-HP24
"S-HP24
81'
22'
3'
YEAR 0 - DAPP 30863
1+
78" COUNTY DRAIN
F L
O W
G
E
W A
Y
FLOW
GAS TWO-WAY
PR HP
F L
O W
G A S
T
W O
W A
Y
FLOW
GAS TWO-WAY
EX MP
FLOW
GAS TWO-WAY
PR HP
F L
O W
G
E
W A
Y
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE ACTION
NO SERVICE ACTION
NO SERVICE ACTION
NO SERVICE ACTION
NO SERVICE
ACTION
NO SERVICE
ACTION
NO SERVICE
ROW
ROW
R O
W
R O
W
R O
W
R O
W
R O
W
R O
W
ROW
ROW
ROW
ROW
ROW
R O
W
R O
W
ROW
ROW
ROW
ROW
4'
STA. 50+70
22'
50'
21'
2"P-MP
' 2
21'
FLOW
GAS TWO-WAY
EX MP
11E01N 05T SEC.R
10-20-2025 18:27:20 SA_BOUD_JS_PROD_Design2133019.dgn
STAKED NEW PIPE: SIGNED DATE
DATEMISS DIG NUMBER:
- CONSTRUCTION CERTIFICATION -
ALL SALVAGEABLE MATERIAL WAS RETURNED TO STORES.
WORK WAS CONSTRUCTED AS ENGINEERED OR CHANGED AS INDICATED.
IN DIRECT CHARGE OF WORK
COMPLETEDDATES: STARTED
SIGNED
APPR:BY:REVISION DESCRIPTION:DATE:NO.
GAS CADD TITLE BLOCK D SHEET (2020)
1"=30'
Alexander Parat /202510/21
SHEET 10 OF 32
APPROVED BY
SCALE
DATE
DATE
ACTIVITY TYPE
MAINTENANCE
CM NO.
ORDER NO.
FOUR CITIES METRO PIPELINE
MICHIGAN
OAKLAND COUNTY
ROYAL OAK TOWNSHIP
CITY OF ROYAL OAK
CITY OF CLAWSON
CONSTRUCTION CREWS TO
NOTE: 3173CATHODIC LOC: SECTOR:
UNKNOWNPSI YIELD STRENGTH:
5-TERMINAL BOX11-TERM ABOVE GROUND
USE TEST BOX: NONE
DMPANODE X RECTIFIER REVIEWED BY:
INSTALLED BY: DATE:
PIPE TO SOIL: VDC
TEST BOX LOC: N-S-E-W OF:FT
N-S-E-W OF:FT2ND DIMENSION:
EXPOSED PIPE CONDITION - EXTERNAL REVIEW
PIPE PITTED: YES NO
WRAP CONDITION:
PIT DEPTH: INCHES
EXPOSED PIPE CONDITION - INTERNAL REVIEW
PIPE PITTED:
PIT DEPTH:
COUPON REMOVED
N/A - NO PIPE/
YES NO
INCHES
MAIN SERVICE
GOOD BARE DISBONDED
MAIN SERVICE
M A T
C H L
IN
E
E
(S
E E
S
H E E T
M A T
C H L
IN
E
F
(S
E E
S
H E E T
MATERIAL NAME QUANTITY UNIT
SHEET TOTAL MATERIAL LIST
SECTION F-F
SECTION G-G
*ALL LOCATIONS & DEPTHS ARE APPROXIMATE.
*ALL LOCATIONS & DEPTHS ARE APPROXIMATE.
F
F
G
G
FT714'
BFW DUAL CTD X65
PIPE, 24" 0.375 WT
PERMIT COPY
SEGM LR Y-65
ELBOW, PIPE, 24" 45 DEG
2 EA
POSSIBLE THROUGHOUT WORK.
SHALL BE MAINTAINED AS MUCH AS
ACCESS TO RESIDENTIAL DRIVEWAYS2.
ROAD AT ALL TIMES.
SHALL BE MAINTAINED ON NAKOTA
AT LEAST ONE LANE OF TRAFFIC1.
CITY OF ROYAL OAK PROJECT NOTES:
PROFILE ON SHEET 18
SEE UTILITY CROSSINGS
NOTE:
WILL VARY DEPENDING UPON FIELD CONDITIONS.
DEPICTED ON THE DESIGN/PROFILE, OTHER LOCATIONS
THAT ARE INCURRED. SOME OF THESE LOCATIONS ARE
EXCLUDING TIE-IN/WELD LOCATIONS AND ANY OBSTACLES
THE TRENCH/DIG LIMITS WILL BE APPROX. 4' WIDE,
IN MOST LOCATIONS ALONG THE PROPOSED PIPE ROUTE
EXCAVATION NOTE:
MB1
PST
NEW 8" WATERMAIN INSTALLED
THIS SUMMER
WM SHOULD BE AROUND 6' DEEP?
File details come from the government source that posted it. Updated .