Civil Drawings CU301-CIVIL DETAILS.pdf

43+40 44+00 45+00 45+40

2.0

2.5

2.8

3.3

+0

+2

+0

44+71

42+40 43+00 44+00 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t o n e e i g h t h i n c h o n e f o o t

A

B

C

D

E

F

Veterans

Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

SETH ANDREW CAVIN - ARCHITECT

JAMES ROSS MYLES - MECHANICAL ENGINEER

BENJAMIN ELIAS NOE - ELECTRICAL ENGINEER

#011.023503 EXP. 11/30/2022

#062.071715 EXP. 11/30/2023

#062.072296 EXP. 11/30/2023

CIVIL/ STRUCTURAL ENGINEER

OATES ASSOCIATES

100 LANTER COURT, SUITE 1

COLLINSVILLE, IL 62234

(618) 345-2200

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

DATA/COMM CONSULTANT

ASPEN ENGINEERING & CONSTRACTING

7 KIJI-DAVA CIRCLE, SUITE A

PRESCOTT, AZ 86301

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

EHRM INFRASTRUCTURE

UPGRADES

COMMISSIONING AGENT

ES2

13401 N. SANTA FE AVE.

OKLAHOMA, OK 73114

(405) 528-4500

P

M

AM

PHJ

FINAL BID DOCUMENTS

04/20/2023

657A5-21-700

MARION VA MEDICAL CENTER

2401 WEST MAIN ST.

MARION, IL 62959

SPUR #: 2114

No. REVISION DESCRIPTION DATE

CONTROLLED UNCLASSIFIED INFORMATION - CUI

CONTROLLED UNCLASSIFIED INFORMATION - CUI

N

SCALE: 1" = 10'

ELECTRIC PLAN & PROFILE

CU301

ELECTRIC ROUTE 4

MOD-4

BUILDING 16

BLDG 13

STA 44+57 TO 44+63

REMOVE AND REPLACE EXISTING CONCRETE

SIDEWALK, SEE DETAIL 1 ON SHEET CU400

EXISTING

GROUND

PATH B.5

SEE SHEET CU206

PATH A.3

SEE SHEET CU204

PATH A.5

SEE SHEET CU207

BLDG 13

ELECTRIC ROUTE 3

REMOVE AND REPLACE EXISTING SIDEWALK,

SEE DETAIL 1 ON SHEET CU400

STA 43+06 TO 43+11

REMOVE AND REPLACE EXISTING

CONCRETE SIDEWALK,

SEE DETAIL 1 ON SHEET CU400

BLDG 13

EXISTING

GROUND

EXTEND EXISTING

CONDUIT INTO BUILDING 13

EXISTING SPARE ELECTRICAL

CONDUIT.

EXCAVATE AND EXPOSE

END OF SPARE CONDUIT

TO CONNECT TO.

SEE ELECTRICAL PLANS FOR

DISCONNECT LOCATION

1.25 MW GENERATOR

ELECTRICAL ROUTE 3

NEW ELECTRICAL

CONDUIT RUN

ELECTRICAL ROUTE 4

NEW ELECTRICAL

CONDUIT RUN

EXISTING SPARE

ELECTRIC CONDUIT

EXCAVATE AND EXPOSE SPARE

CONDUIT. CONTINUE CONDUIT

RUN TO BUILDING 13.

PATH A.6

SEE SHEET CU207

MOD 4

STA 44+14 TO 44+20

REMOVE AND REPLACE EXISTING CONCRETE

SIDEWALK, SEE DETAIL 1 ON SHEET CU400

ELECTRIC UNKNOWN DEPTH (TYP.)

ADJUST DUCTBANK ALIGNMENT IF

IN CONFLICT

SEE ELECTRICAL PLANS FOR

DISCONNECT LOCATION

SEE ELECTRICAL PLANS FOR

DISCONNECT LOCATION

25' DUCT

1-2" CONDUIT

71' DUCT 1-2" CONDUIT

STORAGE

ROOM 3

NOTE:

1. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE

BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS. THEIR

LOCATIONS MUST BE CONSIDERED TO BE APPROXIMATE ONLY. IT

IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS

NOT PRESENTLY KNOWN OR SHOWN. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT

LOCATION AND TO AVOID DAMAGE THERETO, WHICH SHALL

INCLUDE ADJUSTMENTS OR RELOCATIONS AS NECESSARY TO

COMPLETE THE WORK SHOWN.

2. ALL OPEN TRENCHES MUST HAVE A 48-INCH TALL, ORANGE MESH

FENCE SURROUNDING THE AREA.

3. INSTALL TOP OF DUCT BANK AT LEAST 24 INCHES BELOW FINISHED

GRADE IN AREAS NOT SUBJECT TO DELIBERATE TRAFFIC, AND AT

LEAST 30 INCHES BELOW FINISHED GRADE IN DELIBERATE

TRAFFIC PATHS FOR VEHICLES.

KEYED NOTES

1 PROVIDE AND INSTALL 4-CELL 2" SCH. 80 CONCRETE

ENCASED DUCT BANK ENCLOSURE.

CONTRACTOR TO PROVIDE PULL-STRING

THROUGHOUT ENTIRE LENGTH OF CONDUITS.

204058

38+00 37+36

+0

35+00 36+00

+0

33+40 34+00 35+00 36+00 37+00 38+00

2.7

2.1

1.6

1.1

0.7

0.6

0.7

0.6

0.7

1.2

1.4

1.9

1.6

1.6

1.5

1.1

0.5 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t o n e e i g h t h i n c h o n e f o o t

A

B

C

D

E

F

Veterans

Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

SETH ANDREW CAVIN - ARCHITECT

JAMES ROSS MYLES - MECHANICAL ENGINEER

BENJAMIN ELIAS NOE - ELECTRICAL ENGINEER

#011.023503 EXP. 11/30/2022

#062.071715 EXP. 11/30/2023

#062.072296 EXP. 11/30/2023

CIVIL/ STRUCTURAL ENGINEER

OATES ASSOCIATES

100 LANTER COURT, SUITE 1

COLLINSVILLE, IL 62234

(618) 345-2200

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

DATA/COMM CONSULTANT

ASPEN ENGINEERING & CONSTRACTING

7 KIJI-DAVA CIRCLE, SUITE A

PRESCOTT, AZ 86301

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

EHRM INFRASTRUCTURE

UPGRADES

COMMISSIONING AGENT

ES2

13401 N. SANTA FE AVE.

OKLAHOMA, OK 73114

(405) 528-4500

P

M

AM

PHJ

FINAL BID DOCUMENTS

04/20/2023

657A5-21-700

MARION VA MEDICAL CENTER

2401 WEST MAIN ST.

MARION, IL 62959

SPUR #: 2114

No. REVISION DESCRIPTION DATE

CONTROLLED UNCLASSIFIED INFORMATION - CUI

CONTROLLED UNCLASSIFIED INFORMATION - CUI

N

SCALE: 1" = 10'

ELECTRIC PLAN & PROFILE

CU302

BUILDING 16

BLDG 44

PATH B.7

SEE SHEET CU209

PATH B.6

SEE SHEET CU208

BLDG 44

ELECTRIC ROUTE 5

REMOVE AND REPLACE EXISTING SIDEWALK,

SEE DETAIL 1 ON SHEET CU400

EXISTING

GROUND

SEE ELECTRICAL PLANS FOR

DISCONNECT LOCATION

ELECTRICAL ROUTE 5

NEW ELECTRICAL

CONDUIT RUN

ELECTRIC UNKNOWN DEPTH (TYP.)

ADJUST DUCTBANK ALIGNMENT IF IN CONFLICT

BLDG 16

REMOVE AND REPLACE EXISTING

CONCRETE ROADWAY,

SEE DETAIL 10 ON SHEET CU401

STA 36+40 TO 36+45

REMOVE AND REPLACE EXISTING

CONCRETE SIDEWALK,

SEE DETAIL 1 ON SHEET CU400

STA 35+22 TO 35+32

REMOVE AND REPLACE

EXISTING CONCRETE PAVEMENT

SEE DETAIL 10 ON SHEET CU401

STA 36+21 TO 38+36

REMOVE AND REPLACE

ASPHALT PAVEMENT,

SEE DETAIL 11 ON SHEET CU401

ELECTRICAL ROUTE 6

SEE SHEET CU303

TELEPHONE UNKNOWN DEPTH (TYP.)

ADJUST DUCTBANK ALIGNMENT IF IN CONFLICT

REMOVE AND REPLACE EXISTING

CONCRETE ROADWAY,

SEE DETAIL 10 ON SHEET CU401

REMOVE AND REPLACE EXISTING

ASPHALT ROADWAY,

SEE DETAIL 11 ON SHEET CU401

GAS ESTIMATED 30" DEPTH (TYP.)

ADJUST DUCTBANK ALIGNMENT IF

IN CONFLICT

336' DUCT 1-2" CONDUIT

NOTE:

1. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE

BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS. THEIR

LOCATIONS MUST BE CONSIDERED TO BE APPROXIMATE ONLY. IT

IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS

NOT PRESENTLY KNOWN OR SHOWN. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT

LOCATION AND TO AVOID DAMAGE THERETO, WHICH SHALL

INCLUDE ADJUSTMENTS OR RELOCATIONS AS NECESSARY TO

COMPLETE THE WORK SHOWN.

2. ALL OPEN TRENCHES MUST HAVE A 48-INCH TALL, ORANGE MESH

FENCE SURROUNDING THE AREA.

3. INSTALL TOP OF DUCT BANK AT LEAST 24 INCHES BELOW FINISHED

GRADE IN AREAS NOT SUBJECT TO DELIBERATE TRAFFIC, AND AT

LEAST 30 INCHES BELOW FINISHED GRADE IN DELIBERATE TRAFFIC

PATHS FOR VEHICLES.

RADIUS 1' MIN.

STA 34+50 TO 34+75

REMOVE AND REPLACE

CONCRETE PAVEMENT

SEE DETAIL 10 ON SHEET CU401

STA 34+08 TO 34+50

REMOVE AND REPLACE

ASPHALT PAVEMENT,

SEE DETAIL 11 ON SHEET CU401

ELECTRIC ROUTE 6

HH

HH

STA. 34+81

ELECT. HAND-HOLE

4' X 4'

TOP: 460.71

HH

HH

SEE ELECTRICAL SHEETS FOR ELECTRICAL HANDHOLE DETAILS

KEYED NOTES

1 PROVIDE AND INSTALL 4-CELL 2" SCH. 80 CONCRETE

ENCASED DUCT BANK ENCLOSURE. INSTALL

PULL-STRING THROUGHOUT.

ELEV. 455.77

ELEV. 456.63

204059

37+20 38+00 39+00 39+60

9.7

0.0

9.9

+0

38+74

39+00 39+79

37+36

37+00

38+40 39+00 40+00 40+40

7.2

7.0

7.2 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t o n e e i g h t h i n c h o n e f o o t

A

B

C

D

E

F

Veterans

Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

SETH ANDREW CAVIN - ARCHITECT

JAMES ROSS MYLES - MECHANICAL ENGINEER

BENJAMIN ELIAS NOE - ELECTRICAL ENGINEER

#011.023503 EXP. 11/30/2022

#062.071715 EXP. 11/30/2023

#062.072296 EXP. 11/30/2023

CIVIL/ STRUCTURAL ENGINEER

OATES ASSOCIATES

100 LANTER COURT, SUITE 1

COLLINSVILLE, IL 62234

(618) 345-2200

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

DATA/COMM CONSULTANT

ASPEN ENGINEERING & CONSTRACTING

7 KIJI-DAVA CIRCLE, SUITE A

PRESCOTT, AZ 86301

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

EHRM INFRASTRUCTURE

UPGRADES

COMMISSIONING AGENT

ES2

13401 N. SANTA FE AVE.

OKLAHOMA, OK 73114

(405) 528-4500

P

M

AM

PHJ

FINAL BID DOCUMENTS

04/20/2023

657A5-21-700

MARION VA MEDICAL CENTER

2401 WEST MAIN ST.

MARION, IL 62959

SPUR #: 2114

No. REVISION DESCRIPTION DATE

CONTROLLED UNCLASSIFIED INFORMATION - CUI

CONTROLLED UNCLASSIFIED INFORMATION - CUI

N

SCALE: 1" = 10'

ELECTRIC PLAN & PROFILE

CU303

ELECTRIC ROUTE 7

BUILDING 16

BLDG 15

ELECTRIC ROUTE 6

BLDG 14

EXISTING

GROUND SEE ELECTRICAL PLANS FOR

DISCONNECT LOCATION

TELEPHONE UNKNOWN DEPTH (TYP.)

ADJUST DUCTBANK ALIGNMENT IF IN CONFLICT

SEE ELECTRICAL PLANS FOR

DISCONNECT LOCATION

STA 38+00 TO 38+23

REMOVE AND REPLACE

ASPHALT PAVEMENT,

SEE DETAIL 11 ON SHEET CU401

STA 38+23 TO 38+26

REMOVE AND REPLACE

EXISTING CONCRETE PAVEMENT

SEE DETAIL 10 ON SHEET CU400

BUILDING 15

BUILDING 16

BUILDING 14

REMOVE AND REPLACE EXISTING

ASPHALT PAVEMENT (TYP.),

SEE DETAIL 11 ON SHEET CU401

REMOVE AND REPLACE EXISTING

CONCRETE SIDEWALK,

SEE DETAIL 1 ON SHEET CU400

REMOVE AND REPLACE EXISTING

ASPHALT PAVEMENT (TYP.),

SEE DETAIL 11 ON SHEET CU401

PATH B.8

SEE SHEET CU210

PATH B.7

SEE SHEET CU210

PATH A.8

SEE SHEET CU209

SANITARY,8" PVC, EST. 12 FT DEEP

ADJUST DUCTBANK ALIGNMENT IF IN CONFLICT

STA 38+26 TO 38+71

REMOVE AND REPLACE

ASPHALT PAVEMENT,

SEE DETAIL 11 ON SHEET CU401

STA 39+00 TO 39+79

REMOVE AND REPLACE

ASPHALT PAVEMENT,

SEE DETAIL 11 ON SHEET CU401

STORM SEWER, 24" RCP, APROX INV 448.67,

ADJUST DUCTBANK IF IN CONFLICT

BLDG 16 BLDG 15

SEE ELECTRICAL PLANS FOR

DISCONNECT LOCATION

SEE ELECTRICAL PLANS FOR

DISCONNECT LOCATION

ELECTRICAL ROUTE 5

SEE CU302

ELECTRICAL ROUTE 6

NEW ELECTRICAL

CONDUIT RUN

ELECTRICAL ROUTE 7

NEW ELECTRICAL

CONDUIT RUN

NOTE:

1. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE

BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS. THEIR

LOCATIONS MUST BE CONSIDERED TO BE APPROXIMATE ONLY. IT IS

POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS

NOT PRESENTLY KNOWN OR SHOWN. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT

LOCATION AND TO AVOID DAMAGE THERETO, WHICH SHALL

INCLUDE ADJUSTMENTS OR RELOCATIONS AS NECESSARY TO

COMPLETE THE WORK SHOWN.

2. ALL OPEN TRENCHES MUST HAVE A 48-INCH TALL, ORANGE MESH

FENCE SURROUNDING THE AREA.

3. INSTALL TOP OF DUCT BANK AT LEAST 24 INCHES BELOW FINISHED

GRADE IN AREAS NOT SUBJECT TO DELIBERATE TRAFFIC, AND AT

LEAST 30 INCHES BELOW FINISHED GRADE IN DELIBERATE TRAFFIC

PATHS FOR VEHICLES.

53' DUCT 1-2" CONDUIT 19' DUCT 1-2" CONDUIT 78' DUCT 1-2" CONDUIT

HH

HH

STA. 38+55

ELECT. HAND-HOLE

8' X 5'

TOP: 460.02

SEE ELECTRICAL SHEETS FOR ELECTRICAL HANDHOLE DETAILS

KEYED NOTES

1 PROVIDE AND INSTALL 4-CELL 2" SCH. 80 CONCRETE

ENCASED DUCT BANK ENCLOSURE. INSTALL

PULL-STRING THROUGHOUT.

ELEV. 456.02

ELEC. ROUTE 5

ELEV. 455.77

204060 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t o n e e i g h t h i n c h o n e f o o t

A

B

C

D

E

F

Veterans

Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

SETH ANDREW CAVIN - ARCHITECT

JAMES ROSS MYLES - MECHANICAL ENGINEER

BENJAMIN ELIAS NOE - ELECTRICAL ENGINEER

#011.023503 EXP. 11/30/2022

#062.071715 EXP. 11/30/2023

#062.072296 EXP. 11/30/2023

CIVIL/ STRUCTURAL ENGINEER

OATES ASSOCIATES

100 LANTER COURT, SUITE 1

COLLINSVILLE, IL 62234

(618) 345-2200

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

DATA/COMM CONSULTANT

ASPEN ENGINEERING & CONSTRACTING

7 KIJI-DAVA CIRCLE, SUITE A

PRESCOTT, AZ 86301

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

EHRM INFRASTRUCTURE

UPGRADES

COMMISSIONING AGENT

ES2

13401 N. SANTA FE AVE.

OKLAHOMA, OK 73114

(405) 528-4500

A

M

AM

PHJ

FINAL BID DOCUMENTS

04/20/2023

657A5-21-700

MARION VA MEDICAL CENTER

2401 WEST MAIN ST.

MARION, IL 62959

SPUR #: 2114

No. REVISION DESCRIPTION DATE

CONTROLLED UNCLASSIFIED INFORMATION - CUI

CONTROLLED UNCLASSIFIED INFORMATION - CUI

CIVIL DETAILS

CU400

SCALE: NO SCALE

PC CONCRETE SIDEWALK

PATCH DETAIL1

SCALE: NO SCALE

TYPE 1 UTILITY TRENCH PATCH

VA STANDARD DETAIL4

SUBBASE GRANULAR MATERIAL, TYPE A, 6"

PCC, 6"

WELDED WIRE

FABRIC 6x6 W3/W3

SUBGRADE COMPACTED TO 98% STD.

PROCTOR (ASTM D698) MAX. DRY DENSITY

4" T

YP

SCALE: NO SCALE

CONSTRUCTION JOINT

TO EXISTING PAVEMENT2

EX PAVEMENT NEW PAVEMENT

DRILL HOLE FOR DOWEL & INSTALL

DOWEL WITH NON-SHRINK GROUT

OR EPOXY. ENSURE GROUT OR

EPOXY IS FLUSH WITH FACE OF

EXISTING SLAB.

NO. 6 BARS ON 30" CENTERS

9" 9"

EQ

EQ

EQUAL DISTANCE FROM MID POINT OF

THINNEST PAVEMENT STRUCTURE*

EXPANSION JOINT

EXPANSION JOINT

1/2" PRE-MOLDED WOOD FIBRE STRIP

ACCORDING TO ASTM D 1751 WITH 14" TO 12"

ZIP STRIP.

1/4" RADIUS

TOOLED 1/4" RADIUS FOR

SIDEWALKS, SAWED FOR PAVEMENT

MINIMUM DEPTH 1/4 OF THICKNESS JOINT WIDTH 1/8"-1/4"

(SAWED JOINTS SHALL BE SEALED - SEE NOTE BELOW)

CONTRACTION JOINT BACK JOINT WITH ONE COMPONENT URETHANE

GUN GRADE LIMESTONE COLORED SEALANT USING

SONNEBORN SONOPLASTIC NP-1, MAMECO VULKEM

116, PECORDA DYNATROL 1, OR APPROVED EQUAL.

FINISH JOINT WITH A SELF LEVELING SEALANT

USING MAMECO INTERNATIONAL - VULKEM 45,

PECORA CHEMICAL CORP - UREXPAN NR20, SIKA

CHEMICAL CORP. - SILKAFLEX 12SL, CONTECH INC.,

SONNEBORN BUILDING PRODUCTS DIV. -

SONALASTIC SL1

6" 6"

1/2" EXPANSION JOINT WITH

ONE COMPONENT URETHANE

GUN GRADE SEALER.

NO. 6 TIE BARS 12" LONG @ 24" O.C. (OMIT

TIE BAR IF ADJACENT TO HMA PAVEMENT

OR EXISTING PAVEMENT LESS THAN 6:

THICK.)

1/2" EXPANSION JOINT WITH

ONE COMPONENT URETHANE

GUN GRADE SEALER.

NOTES:

CONTRACTION JOINTS ARE TO BE ON ±5' CENTERS

EXPANSION JOINTS ARE TO BE ON ±100' CENTERS AND AT POINTS OF

CURVATURE.

EXPANSION JOINT REQUIRED BETWEEN THE SIDEWALK AND EXISTING

PAVEMENT OR STRUCTURES.

USE CONSTRUCTION JOINT DETAIL 2/CU400 FOR JOINTS ADJACENT TO EXISTING

SIDEWALK.

USE CONCRETE TYPE B SHOWN IN THE SPECIFICATIONS.

SCALE:

CUT OPENING IN EXIST. CONC. STEAM TUNNEL WALL

NO SCALE

CONC.

WALL

CUT NEW OPENING IN

CONC. WALL. 4' MIN.

BETWEEN ADJACENT CUT

OPENINGS

10" MAX.

" M

AX

NO ADDITIONAL SUPPORT

IS REQUIRED IF OPENING IS

LESS THAN 10" X 10"

2' MIN. FROM

EDGE & TOP OF

(E) WALL

NON-SHRINK GROUT

NOTES:

THE VA STANDARD DETAIL "TYPE 1 UTILITY TRENCH PATCH" IS PROVIDED AS A

REFERENCE ONLY.

FOR CONCRETE AND ASPHALT PAVEMENT PATCH, REFER TO ASSOCIATED

DETAILS.

REFER TO DETAIL 6 ON CU401 FOR TRENCH BACKFILL INSTALLATION.

204061 r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t o n e e i g h t h i n c h o n e f o o t

A

B

C

D

E

F

Veterans

Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

SETH ANDREW CAVIN - ARCHITECT

JAMES ROSS MYLES - MECHANICAL ENGINEER

BENJAMIN ELIAS NOE - ELECTRICAL ENGINEER

#011.023503 EXP. 11/30/2022

#062.071715 EXP. 11/30/2023

#062.072296 EXP. 11/30/2023

CIVIL/ STRUCTURAL ENGINEER

OATES ASSOCIATES

100 LANTER COURT, SUITE 1

COLLINSVILLE, IL 62234

(618) 345-2200

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

DATA/COMM CONSULTANT

ASPEN ENGINEERING & CONSTRACTING

7 KIJI-DAVA CIRCLE, SUITE A

PRESCOTT, AZ 86301

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

EHRM INFRASTRUCTURE

UPGRADES

COMMISSIONING AGENT

ES2

13401 N. SANTA FE AVE.

OKLAHOMA, OK 73114

(405) 528-4500

A

M

AM

PHJ

FINAL BID DOCUMENTS

04/20/2023

657A5-21-700

MARION VA MEDICAL CENTER

2401 WEST MAIN ST.

MARION, IL 62959

SPUR #: 2114

No. REVISION DESCRIPTION DATE

CONTROLLED UNCLASSIFIED INFORMATION - CUI

CONTROLLED UNCLASSIFIED INFORMATION - CUI

CIVIL DETAILS

CU401

SCALE:

UTILITY DUCT INSTALLATION DETAIL

NO SCALE

PAVEMENT PER PLANS AND

DETAILS 1 ON CU400 AND 10

AND 11 ON CU401

PAVED

AREAS

NON-PAVED

AREAS

WIDTH PER

STANDARD SPECS

PROPOSED 6"

CLEAN TOP

SOIL

EXISTING

GROUND

SURFACE

TRENCH BACKFILL - TYPE A, CA-6 SELECT

AGGREGATE GRANULAR BACKFILL PER ASTM

02321-89 CLASS 1B.

INSTALL IN COMPACTED LIFTS NOT

EXCEEDING 8 INCHES.

BEDDING FOR DUCTBANK SHALL BE CA-7

AGGREGATE CONFORMING TO THE STANDARD

SPECIFICATION FOR ROAD AND BRIDGE

CONSTRUCTION. COMPACT TO 95% MAXIMUM

DENSITY CONFORMING WITH ASTM 2321-89

CLASS 1B.

PROPOSED UTILITY DUCTBANK

SEE ELECTRICAL SHEETS FOR

ADDITIONAL INFORMATION.

COMPACTED FINAL BACKFILL.

(EXCAVATED MATERIAL FREE

FROM ORGANICS, CLODS,

FROZEN OR DELETERIOUS

MATERIALS COMPACTED TO 90%

MAXIMUM DENSITY)

INITIAL BACKFILL

6" BEDDING

UNDISTURBED EARTH

HOT-MIX ASPHALT SURF CSE, MIX C, N50, 2"

HOT-MIX ASPHALT BINDER CSE, MIX B, N50, 2"

SLOPE VARIES SEE PLANS

SCALE:

ASPHALT PATCH DETAIL

NO SCALE

AGGREGATE BASE COURSE, TYPE A, 6"

PREPARED SUBGRADE

20 YR ESAL'S

MIXTURE USE SURFACE BASE

AC/PG PG 64-22 PG 64-22

RAP % (MAX) 10% 10%

DESIGN AIR VOIDS 4.0% @ NDES = 50 4.0% @ NDES = 50

MIX COMPOSITION

(GRADATION MIXTURE) IL 9.5 IL 19.0

FRICTION AGG MIXTURE C MIXTURE B

HMA MIXTURE DESIGN TABLE

SEE PLANS

EX. PAVEMENT

COMPACTED SUBGRADE

NEW AGGREGATE BASE COURSE, 12"

(COMPACTED TO THE SATISFACTION

OF THE ENGINEER)

NEW CONCRETE PAVEMENT, 6"

(SEE PLANS FOR SIZE)

*8

A

A

NOTES:

1.) ALL PAVEMENT MARKING REMOVED FOR PATCHING

SHALL BE REPLACED IN KIND.

2.) ALL EDGES OF PROPOSED REMOVALS SHALL BE SAW

CUT.

3) * PAVEMENT THICKNESS TO MATCH EXISTING

THICKNESS, 8" MINIMUM.

EX. EDGE OF PAVEMENT

SECTION A-A

SCALE:

CONCRETE PAVEMENT PATCH DETAIL

NO SCALE

1/2" EXPANSION JOINT WITH

ONE COMPONENT URETHANE

GUN GRADE SEALER.

MARKER TAPE

12" INITIAL

BACKFILL TO

MARKER TAPE

SCALE:

CONCRETE BARRIER CURB

NO SCALE

2"R

CONCRETE CURB

6"

1"

6"

GROUND LINE

SCALE: NO SCALE

COMBINATION CONCRETE

CURB AND GUTTER DETAIL8

D

R

CB

T

A

NEW OR EXISTING

PAVEMENT

NO. 6 TIE BARS 12" LONG @ 24" O.C. (OMIT

TIE BAR IF ADJACENT TO HMA PAVEMENT

OR EXISTING PAVEMENT LESS THAN 6:

THICK.)

SLOPE 6%

CL

TABLE OF DIMENSIONS

TYPE A B C D R

B-6.12 12 1 6 6 1

B-6.18 18 1 6 6 1

B-6.24 24 1 6 6 1

T = THICKNESS OF PAVEMENT

SCALE: NO SCALE

CONCRETE ENCASED UTILITY DUCT BANK

VA STANDARD DETAIL5

DETAIL IS STANDARD FOR CURB AND GUTTER REPLACEMENT.

CONTRACTOR SHALL VERIFY EXISTING EXISTING CURB AND

GUTTER TO BE REMOVED AND REPLACE IN KIND.

GENERAL NOTES

DETAIL IS STANDARD FOR CONC CURB REPLACEMENT.

CONTRACTOR SHALL VERIFY EXISTING EXISTING CONC CURB

TO BE REMOVED AND REPLACE IN KIND.

GENERAL NOTES

NEW OR EXISTING

PAVEMENT

NO. 6 TIE BARS 12" LONG @ 24" O.C. (OMIT

TIE BAR IF ADJACENT TO HMA PAVEMENT

OR EXISTING PAVEMENT LESS THAN 6:

THICK.)

NO. 6 TIE BARS 12" LONG @ 24" O.C. (OMIT

TIE BAR IF ADJACENT TO HMA PAVEMENT

OR EXISTING PAVEMENT LESS THAN 6:

THICK.)

7" 1/ 2"

SCALE: NO SCALE

DEPRESSED CONCRETE CURB ADJACENT

TO ADA ACCESSIBLE CURB RAMP7

NEW PAVEMENT OR

NEW SIDEWALK

NEW OR EXISTING PAVEMENT

5% MAX SLOPE

1/

2"

CONCRETE CURB

NO. 6 TIE BARS 12" LONG @ 24" O.C. IF ADJACENT TO

CONCRETE PAVEMENT, GROUT IN PLACE

(OMIT TIE BAR WHEN ADJACENT TO HMA PAVEMENT.)

WELDED WIRE

FABRIC 6x6 W3/W3

2 3 T

HI

CK

NE

SS

204062 r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t o n e e i g h t h i n c h o n e f o o t

A

B

C

D

E

F

Veterans

Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

SETH ANDREW CAVIN - ARCHITECT

JAMES ROSS MYLES - MECHANICAL ENGINEER

BENJAMIN ELIAS NOE - ELECTRICAL ENGINEER

#011.023503 EXP. 11/30/2022

#062.071715 EXP. 11/30/2023

#062.072296 EXP. 11/30/2023

CIVIL/ STRUCTURAL ENGINEER

OATES ASSOCIATES

100 LANTER COURT, SUITE 1

COLLINSVILLE, IL 62234

(618) 345-2200

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

DATA/COMM CONSULTANT

ASPEN ENGINEERING & CONSTRACTING

7 KIJI-DAVA CIRCLE, SUITE A

PRESCOTT, AZ 86301

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

STAMP:

Drawing Number

Building Number

EHRM INFRASTRUCTURE

UPGRADES

COMMISSIONING AGENT

ES2

13401 N. SANTA FE AVE.

OKLAHOMA, OK 73114

(405) 528-4500

A

M

AM

PHJ

FINAL BID DOCUMENTS

04/20/2023

657A5-21-700

MARION VA MEDICAL CENTER

2401 WEST MAIN ST.

MARION, IL 62959

SPUR #: 2114

No. REVISION DESCRIPTION DATE

CONTROLLED UNCLASSIFIED INFORMATION - CUI

CONTROLLED UNCLASSIFIED INFORMATION - CUI

CIVIL DETAILS

CU402

SCALE:

8' x 5' HANDHOLE / MANHOLE

NO SCALE

SCALE:

6' X 4' HANDHOLE / MANHOLE

NO SCALE

SCALE:

4' X 4' HANDHOLE / MANHOLE

NO SCALE

SCALE:

5' X 3' HANDHOLE / MANHOLE

NO SCALE

4' 6"

6 12"

6 1 2"

RUNG FOR LADDER

1'- 0"

36" GRADE RINGS

AS NEEDED

4'6"

4" DUCT

TERMINATORS

TB

D

TB

D

COMMUNICATION

COMMUNICATION

COMMUNICATION

6 12"

6 1 2"

3'

5'

6"

NEENAH R-1640-C

OR AS SPECIFIED

PVC SUMP WITH LID

CABLE RACKS

PULL IRONS

(4) PLCS

REINFORCED CONCRETE

COMMUNICATION

CS-102 JOINT SEALANT

6" 6"

6" 6"

36" GRADE RINGS

AS NEEDED RUNG FOR LADDER

PULL IRONS

(4) PLCS

CS-102 JOINT SEALANT

CS-102 JOINT SEALANT

CS-102 JOINT SEALANT

DUCT TERMINATORS OR

KNOCK-OUTS

WHERE SPECIFIED DUCT TERMINATORS OR

KNOCK-OUTS

WHERE SPECIFIED

DUCT TERMINATORS OR

KNOCK-OUTS

WHERE SPECIFIED

NEENAH R-1640-C

OR AS SPECIFIED

NEENAH R-1640-C

OR AS SPECIFIEDNEENAH R-1640-C

OR AS SPECIFIED

VA

RI

ES

8"

5'

6"6"

6" 6"

4'

6' 6"6"

6" 6"

8"

GALV LADDER

REINFORCED CONCRETE

REINFORCED CONCRETE

1'- 0"

VA

RI

ES

8"

REINFORCED CONCRETE

VA

RI

ES

1'

8"

VA

RI

ES

1'

8"

PROPOSED FINISHED

GRADE

PROPOSED FINISHED

GRADE

PROPOSED FINISHED

GRADE PROPOSED FINISHED

GRADE

PVC SUMP WITH LID

PVC SUMP WITH LID PVC SUMP WITH LID

CONTRACTOR SHALL VERIFY LOCATION OF KNOCKOUT

PANELS FOR EACH STRUCTURE PRIOR TO ORDERING

MATERIAL.

GENERAL NOTES

CONTRACTOR SHALL VERIFY LOCATION OF KNOCKOUT

PANELS FOR EACH STRUCTURE PRIOR TO ORDERING

MATERIAL.

GENERAL NOTES

CONTRACTOR SHALL VERIFY LOCATION OF KNOCKOUT

PANELS FOR EACH STRUCTURE PRIOR TO ORDERING

MATERIAL.

GENERAL NOTES

CONTRACTOR SHALL VERIFY LOCATION OF KNOCKOUT

PANELS FOR EACH STRUCTURE PRIOR TO ORDERING

MATERIAL.

GENERAL NOTES

CABLE RACKS (2)

SIDES AS SHOWN

DUCT TERMINATORS OR

KNOCK-OUTS

WHERE SPECIFIED

DUCT TERMINATORS OR

KNOCK-OUTS

WHERE SPECIFIED

DUCT TERMINATORS OR

KNOCK-OUTS

WHERE SPECIFIED

4" DUCT

TERMINATORS

6"

PULL IRONS

(4) PLCS

FIBER MANHOLE/HANDHOLE NOTES

1. PERFORMANCE CRITERIA:

1.1. REGULATORY REQUIREMENTS: LISTED AND LABELED IN ACCORDANCE WITH NFPA 70 AND MARKED FOR INTENDED LOCATION AND USE.

1.2. GENERAL CHARACTERISTICS:

1.2.1. ASTM C858 FOR DESIGN AND MANUFACTURING PROCESSES.

1.2.2. THE SOCIETY OF CABLE TELECOMMUNICATIONS ENGINEERS (SCTE) 77

2. ALL FIBER MANHOLE/HANDHOLES SHALL BE PRECAST CONCRETE.

2.1. UNITS LOCATED IN ROADWAYS SHALL HAVE A H-20 STRUCTURAL LOAD RATING IN ACCORDANCE WITH AASHTO HB 17.

2.2. UNITS NOT LOCATED IN DELIBERATE TRAFFIC PATHS BY HEAVY OR MEDIUM VEHICLES: H-10 LOAD RATING IN ACCORDANCE WITH AASHTO HB 18.

2.3.

3. ALL MANHOLE/HANDHOLES FOR FIBER INSTALLATION SHALL BE PRECAST CONCRETE.

3.1. KNOCKOUT PANELS: PRECAST OPENINGS IN WALLS, ARRANGED TO MATCH DIMENSIONS AND ELEVATIONS OF APPROACHING DUCT, PLUS ADDITIONAL 12 INCH

VERTICALLY AND HORIZONTALLY TO ACCOMMODATE ALIGNMENT VARIATIONS.

3.2. KNOCKOUT PANELS MUST BE LOCATED NO LESS THAN 6 INCH FROM INTERIOR SURFACES OF WALLS, FLOORS, OR ROOFS OF MANHOLES, BUT CLOSE ENOUGH

TO CORNERS TO FACILITATE RACKING OF CABLES ON WALLS.

3.3. KNOCKOUT PANEL OPENINGS MUST HAVE CAST-IN-PLACE, WELDED-WIRE FABRIC REINFORCEMENT FOR FIELD CUTTING AND BENDING TO TIE IN TO CONCRETE

ENVELOPES OF DUCT.

3.4. KNOCKOUT PANEL MUST BE FRAMED WITH AT LEAST TWO ADDITIONAL NO. 3 STEEL REINCORCING BARS IN CONCRETE AROUND EACH OPENING.

3.5. KNOCKOUT PANELS MUST BE 1-1/2 TO 2 INCH THICK.

4. JOINT SEALANT: ASPHALTIC-BUTYL MATERIAL WITH ADHESION, COHESION, FLEXIBILITY, AND DURABILITY PROPERITIES NECESSARY TO WITHSTAND MAXIMUM

HYDROSTATIC PRESSURES AT INSTALLATION LOCATION WITH GROUND-WATER LEVEL AT GRADE.

5. SOURCE QUALITY CONTROL: TEST AND INSPECT IN ACCORDANCE WITH ASTM C1037.

6. STRUCTURE ACCESSORIES:

6.1. COVER LEGEND: CAST IN: SELECTED TO SUIT SYSTEM

6.1.1. "COMMUNICATION" FOR FIBER DUCT SYSTEMS.

6.2. MANHOLE SUMP FRAME AND GRATE: ASTM A48/A48M, CLASS 30B, GRAY CAST IRON.

6.3. PULLING EYES IN CONCRETE WALLS: EYEBOLT WITH REINFORCING-BAR FASTENING INSERT, 2 INCH DIAMETER EYE, AND 1-BY-4 INCH BOLT.

6.3.1. WORKING LOAD EMBEDDED IN 6 INCH, 4000 PSI CONCRETE: 13,000 LBF MINIMUM TENSION.

6.4. PULLING-IN AND LIFTING IRONS IN CONCRETE FLOORS: 7/8 INCH DIAMETER, HOT-DIP GALVANIZED, BENT STEEL ROD; STRESS RELIEVED AFTER FORMING; FASTENED TO

REINFORCING ROD; AND WITH EXPOSED TRIANGULAR OPENING.

6.4.1. ULTIMATE YIELD STRENGTH: 40,000 LBF SHEAR AND 60,000 LBF TENSION.

6.5. BOLTING INSERTS FOR CONCRETE UTILITY STRUCTURE CABLE RACKS AND OTHER ATTACHMENTS: FLARED, THREADED INSERTS OF NONCORROSIVE, CHEMICAL-RESISTANT, NONCONDUCTIVE THERMOPLASTIC MATERIAL; 1/2 INCH ID BY 2-3/4 INCH DEEP, FLARED TO 1-1/4 INCH MINIMUM AT BASE.

6.5.1. TESTED ULTIMATE PULLOUT STRENGTH: 12,000 LBF MINIMUM.

6.1. PORTABLE MANHOLE LADDERS: UL-LISTED, HEAVY-DUTY FIBERGLASS SPEFICALLY SESIGNED FOR PORTABLE USE FOR ACCESS TO TELECOMMUNICATION

MANHOLES. LENGTH MUST BE NOT LESS THAN DISTANCE FROM DEEPEST MANHOLE FLOOR TO GRADE PLUS 36 INCH.

7. INSTALLATION

7.1. INSTALL UNITS LEVEL AND PLUMB AND WITH ORIENTATION AND DEPTH COORDINATED WITH CONNECTING DUCT TO MINIMIZE BENDS AND DEFLECTIONS

REQUIRED FOR PROPER ENTRANCES.

7.2. UNLESS OTHERWISE INDICATED, SUPPORT UNITS ON LEVEL BED OF CRUSHED STONE AND COMPACTED TO SAME DESNITY AS ADJACENT UNDISTRUBED

EARTH.

7.3. FIELD-CUT OPENINGS FOR CONDUITS IN ACCORDANCE WITH ENCLOSURE MANUFACTURER'S PUBLISHED INSTRUCTIONS. CUT WALL OF ENCLOSURE WITH TOOL DESIGNED FOR MATERIAL TO BE CUT. SIZE HOLES FOR TERMINATING FITTINGS TO BE USED, AND SEAL AROUND PENETRATIONS AFTER FITTINGS ARE

INSTALLED.

8. ELEVATIONS:

8.1. MANHOLE ROOF: INSTALL WITH ROOFTOP AT LEAST 15 INCH BELOW FINISHED GRADE.

8.2. MANHOLE FRAME: IN PAVED AREAS AND TRAFFICWAYS, SET FRAMES FLUSH WITH FINISHED GRADE. SET OTHER MANHOLE FRAMES 1 INCH ABOVE FINISHED

GRADE.

9. MANHOLE ACCESS: CIRCULAR OPENING IN MANHOLE ROOF: SIZED TO MATCH COVER SIZE.

9.1. INSTALL CHIMNEY, CONSTRUCTED OF PRECAST CONCRETE COLLARS AND RINGS, AN AND COST-IRON FRAME TO CONNECT COVER WITH MANHOLE ROOF OPENING. PROVIDE MOISTURE-TIGHT JOINTS AND WATERPROOF GROUTING FOR FRAME AND CHIMNEY.

10. COORDINATION:

10.1. COORDINATE INSTALLATION OF NEW PRODUCT FOR TELECOMMUNICATION MANHOLES WITH EXISTING CONDITIONS.

30" 30"

30"

30"

204063