36E77618R0092-005.pdf

Drawing Title

Approved:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

TSA PROJECT NO.: Department of Veterans Affairs

CONSTRUCT CLC

COTTAGES - COTTAGE 1

636-123

3600 30TH ST. DES MOINES, IA

4/13/2018

COVER SHEET

KAP KAH

Approver

G000 1 97

06054.032

ARCHITECTURAL

A603 FRAME DETAILS

A701 EQUIPMENT PLANS

A801 INTERIOR ELEVATIONS

A802 INTERIOR ELEVATIONS

A803 INTERIOR ELEVATIONS

A810 INTERIOR DETAILS

ARCHITECTURAL

A00 ARCHITECTURAL INFO SHEET

A000 FLOOR/ROOF/CEILING ASSEMBLIES, WALL TYPES

A100 DEMOLITION

A101 FLOOR PLANS

A201 ENLARGED FLOOR PLANS

A301 ROOF PLAN

A310 REFLECTED CEILING PLANS AND DETAILS

A401 EXTERIOR BUILDING ELEVATIONS

A402 EXTERIOR BUILDING ELEVATIONS

A403 3D EXTERIOR

A501 BUILDING SECTION

A502 BUILDING SECTION

A510 STAIR SECTIONS

A511 WALL SECTIONS

A512 ROOF DETAILS

A513 ROOF DETAILS

A514 WALL DETAILS

A601 ROOM FINISH SCHEDULE, FLOOR FINISH PLAN,

FLOOR TRANSITION DETAILS

A602 DOOR SCHEDULE, DOOR & FRAME TYPES

CIVIL

VI101 TOPOGRAPHIC SURVEY

CD101 SITE DEMOLITION PLAN

CD102 EXISTING TUNNEL PLANS (FOR INFORMATION

ONLY)

CD103 EXISTING TUNNEL PLANS (FOR INFORMATION

ONLY)

CG101 SITE GRADING & STORM SEWER PLAN

CG102 SITE EROSION CONTROL PLAN

CG103 SITE CONSTRUCTION & OVEREXCAVATION PLAN

CS101 SITE LAYOUT & PAVING PLAN

CS102 TUNNEL/DUCT BANK PROFILES

CS201 SITE DETAILS

CS202 SITE DETAILS

CU101 SITE UTILITY PLAN

LP101 SITE LANDSCAPE PLAN

FIRE PROTECTION

FP101 FIRST FLOOR AND PARTIAL ATTIC FIRE

PROTECTION PLANS

FP201 FIRE PROTECTION NOTES AND DETAILS

GENERAL

G000 COVER SHEET

G101 ARCHITECTURAL CODE COMPLIANCE

G102 PHASING PLAN

MECHANICAL

M000 MECHANICAL INFO SHEET

MH101 FIRST FLOOR PLAN-HVAC

MH102 ATTIC FLOOR PLAN - HVAC

MP100 MECHANICAL SITE PLAN

MP101 FIRST FLOOR HVAC PIPING PLAN

MP102 ATTIC FLOOR PLAN - HVAC PIPING

M301 MECHANICAL CONTROL SEQUENCE

M302 MECHANICAL FLOW DIAGRAMS

M401 MECHANICAL DETAILS

M402 MECHANICAL DETAILS

M403 MECHANICAL DETAILS

M501 MECHANICAL SCHEDULES

M502 MECHANICAL SCHEDULES

PLUMBING

P000 PLUMBING INFO SHEET

P101 SUB GRADE PLAN - PLUMBING

P102 FLOOR PLANS - PLUMBING

P103 FIRST FLOOR PLAN - MEDICAL GAS

P201 DOMESTIC WATER RISER DIAGRAM

P202 SANITARY AND VENT RISER DIAGRAM

P203 MEDICAL GAS RISER DIAGRAM

P401 PLUMBING DETAILS

P402 PLUMBING SCHEDULES AND DETAILS

ELECTRICAL

E000 ELECTRICAL INFO SHEET

EC001 SITE PLAN - DEMOLITION

EC101 SITE PLAN - ELECTRICAL

EC102 BASEMENT FLOOR PLAN - BUILDINGS 2, 1W, & 1 +

STEAM TUNNEL - COMPOSITE

EC103 BASEMENT FLOOR PLAN - BUILDING 12 + STEAM

TUNNEL- COMPOSITE

EC104 FIRST FLOOR PLAN - BUILDINGS 25 AND 12 -

COMPOSITE

EL101 FLOOR PLANS & TUNNEL - LIGHTING

EL601 SCHEDULES AND DIAGRAMS - LIGHTING

EP101 FLOOR PLANS & TUNNEL - POWER

EP501 DETAILS - POWER

EP601 SCHEDULES AND DIAGRAMS - NORMAL PANEL

SCHEDULES

EP602 SCHEDULES AND DIAGRAMS - EMERGENCY PANEL

SCHEDULES

EP603 SCHEDULES AND DIAGRAMS - POWER

EY101 FLOOR PLANS - AUXILIARY SYSTEMS

EY102 ROOF PLAN - LIGHTNING PROTECTION

EY501 DETAILS - AUXILIARY SYSTEMS

EY601 SCHEDULES AND DIAGRAMS - AUXILIARY

SYSTEMS

EY602 SCHEDULES AND DIAGRAMS - AUXILIARY

SYSTEMS

STRUCTURAL

SB000 STRUCTURAL INFO SHEET

SB001 STRUCTURAL NOTES

SB002 SPECIAL INSPECTIONS & SCHEDULES

SB101 FOUNDATION PLAN

SB102 TUNNEL PLAN

SB501 TYPICAL FOUNDATION DETAILS

SB502 FOUNDATION DETAILS

SB503 FOUNDATION DETAILS

SF101 ROOF FRAMING PLAN

SF102 MISCELANEOUS FRAMING PLANS

SF501 TYPICAL FRAMING DETAILS

SF502 FRAMING DETAILS

SF503 FRAMING DETAILS

SF504 FRAMING DETAILS

DRAWING INDEX

CONSTRUCT COMMUNITY LIVING CENTER COTTAGES

COTTAGE 1

3600 30TH STREET

DES MOINES, IOWA 50310 APRIL 13, 2018

UP

E

E

E

E

E E

E

E

E

E

E

A501

A502

A502

A502

A501

CLEAN EQUIP.

CLEAN UTILITY

2531 261 SF 2

OCC120 SF/OCC

2529 - RESIDENT

(BARIATRIC)

INSTITUTIONAL

SLEEPING

262 SF 2

OCC120 SF/OCC

2527 - RESIDENT

INSTITUTIONAL

SLEEPING

262 SF 2

OCC120 SF/OCC

2525 - RESIDENT

INSTITUTIONAL

SLEEPING

262 SF 2

OCC120 SF/OCC

2523 - RESIDENT

INSTITUTIONAL

SLEEPING

262 SF 2

OCC120 SF/OCC

2521 - RESIDENT

INSTITUTIONAL

SLEEPING

262 SF 2

OCC120 SF/OCC

2519 - RESIDENT

INSTITUTIONAL

SLEEPING MED. STO.

262 SF 2

OCC120 SF/OCC

2515 - RESIDENT

(BARIATRIC)

INSTITUTIONAL

SLEEPING

262 SF 2

OCC120 SF/OCC

2513 - RESIDENT

RINSTITUTIONAL

SLEEPING

262 SF 2

OCC120 SF/OCC

2511 - RESIDENT

INSTITUTIONAL

SLEEPING

262 SF 2

OCC120 SF/OCC

2509 - RESIDENT

INSTITUTIONAL

SLEEPING

262 SF 2

OCC120 SF/OCC

2507 - RESIDENT

INSTITUTIONAL

SLEEPING

262 SF 2

OCC120 SF/OCC

2505 - RESIDENT

INSTITUTIONAL

SLEEPING

381 SF 25

OCC15 SF/OCC

ASSEMBLY

2504 - LIVING

ROOM

FOYER

FAMILY

CLEAN LINEN

SPA

SOILED UTILITY

STORAGE

RESIDENT

LAUNDRY

ELECT.

HSKPG

336 SF 22

OCC15 SF/OCC

ASSEMBLY

2539 - STAFF

REPORT ROOM

WOMEN

MEN

135 SF 1

OCC100 SF/OCC

BUSINESS

2545 - NURSE

ADMIN.

LOUNGE

S

S

S

S

S S S S S

S

S

S S

S

S

S

S S

S

S

S

S S

S

S

S

S S

S

S

S

S

S

SS

SS

S S

S S

S S

S

S S

SS

S

S

S S

S

S S

S

S

S

S

1S 1S

1S

1S 1S

1S

1S

1S 1S

1S

1S

1S

1S

1S

1S

1S

1S

1S

1S

1S

1S

1S

1S

1S

1S

1S

1S1

1 1

S

S

S

S

S

S

S

S

S

S

S

S

S S S

S

S

S

S

S S S S S 1 1 1

1 1

1 1 1

S1

S S S S

1S

1S

SS

SS

1 1 1

S

RR

Q Q

P P

L L

M M

KK

JJ

HH

GG

FF

EE

DD

BB

AA

CC

N N

SS

TT

U

V

WW

ZZ

YY

N.1 N.1

D.4D.4

8.6

8.6

11.3

11.3

12.3

12.3

1 1

8' -0

8'-0 1/2" 8'

-2

/4

8' -1

/8

8'-0 3/8" 8'

-2

/4

251 SF 16

OCC15 SF/OCC

ASSEMBLY

2526 - GROUP

ROOM

IT

FIRE/WATER

SRVC

1S

1S 1S

RESIDENT

ROOM

C119

RESIDENT

ROOM

C117

RESIDENT

ROOM

C115

RESIDENT

ROOM

C111

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

RESIDENT

ROOM

TOILET

C118A

TOILET

C116A

TOILET

C114A LINEN

TOILET

C110A

TOILET

C111ALINEN

C113

TOILET

C115A

TOILET

C117A

TOILET

C119A

HSKP

A121

HSKP

A120

1 1

EXIST. FIRE

BARRIER

SMOKE COMPARTMENT - B

8,612 SF

SMOKE COMPARTMENT - A

5,241 SF

S

S

AREA

AREA

A B

S S

1S

S

TRAVEL DISTANCE

98'-9"

CORRIDOR

217 SF 1

OCC200 SF/OCC

KITCHEN,

COMMERCIAL

2510 -

PRODUCTION

KITCHEN

SERVERY

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

S S

S

S

S

S

S

S

S

SSS

S

585 SF 39

OCC15 SF/OCC

ASSEMBLY

2506 - DINING

TRAVEL DISTANCE

81'-0"

7821046"

65440 45 MIN.88"

TRAVEL DISTANCE

85'

A501

A501

MECHANICAL

ELEC.

STAIR 1

GG

FF

EE

DD

BB

AA

CC

D.4D.4

TRAVEL DISTANCE

77'-0"

1S

1S

1S

1S

1S

1S

1S

1S

1S

1S

1S

1S

1S

SMOKE BARRIER UP TO

THE BOTTOM OF THE

ROOF SHEATHING

SMOKE BARRIER UP TO

THE BOTTOM OF THE

ROOF SHEATHING

SMOKE BARRIER JOGS

OVER AT THIS LOCATION.

WALL TO GO UP TO B.O. F1

FLOOR/CEILING ASSEMBLY

SEMI-RECESSED CABINET -

SEE SPECS

0' - 4" (MAX)0' - 2 1/2"

5' -0

" M

AX

M O

U N

TI

N

G H

E

IG

H T

SEE FLOOR PLAN FOR

LOCATION & PARTITION

TYPE; IN RATED WALLS,

CONTINUE RATING BEHIND

CABINET

FIRE EXTINGUISHER -

PROVIDED BY OWNER

SEE FLOOR PLAN FOR

LOCATION & PARTITION TYPE; IN

RATED WALLS, CONTINUE

RATING BEHIND CABINET

4" MAX

Drawing Title

Approved:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

TSA PROJECT NO.: Department of Veterans Affairs

CONSTRUCT CLC

COTTAGES - COTTAGE 1

636-123

3600 30TH ST. DES MOINES, IA

4/13/2018

ARCHITECTURAL CODE COMPLIANCE

KAP KAH, WSW

Approver

G101

06054.032

FIRST FLOOR

ATTIC (NOT COUNTED AS SF)

TOTAL

AREA (GROSS SQUARE FOOTAGE) :

BUILDING STATISTICS

NUMBER OF STORIES :

15633 SF

2402 SF

15633 SF

11 FIRE BARRIER (1 HR; IBC

707)

1S1S SMOKE BARRIER (1 HR; IBC

709)

SS SMOKE PARTITION (0 HRS;

IBC 710)

22 BUILDING SEPARATION

(2 HRS; IBC 707)

CODE SUMMARY

APPLICABLE CODES

BUILDING :

ACCESSIBILITY :

LIFE SAFETY :

ENERGY :

MECHANICAL :

PLUMBING :

ELECTRICAL :

OCCUPANCY GROUP :

TYPE OF CONSTRUCTION :

MAXIMUM ALLOWED HEIGHT

MAXIMUM ALLOWED AREA

MIXED USE SEPARATIONS :

HEIGHT AND AREA LIMITS

FIRE SEPARATION ASSEMBLIES

EXITS

SHAFTS / HOISTWAYS

DWELLING UNIT SEPARATIONS

INTERIOR LOAD BEARING

WALLS, COLUMNS, FRAMING

ROOF CONSTRUCTION

FLOOR CONSTRUCTION

FIRE WALLS

EXTERIOR WALL OPENING LIMITS :

DRAFTSTOPS :

FIRE PROTECTIVE SYSTEMS

AUTO FIRE SUPPRESSION :

STANDPIPE :

FIRE ALARM SYSTEM :

AUTO FIRE DETECTION :

SMOKE DETECTION :

FIRE RESISTANCE OF STRUCTURAL

ELEMENTS

RATING

(HOURS)

DESIGN

NUMBER

EXTERIOR WALLS

LOAD BEARING WALLS

NON-LOAD BEARING WALLS

CALCULATIONS

DOOR

STAIR

I-2

II-B / II (000)

1 STORY

48,125 SF

NA

ABAAG - 2004

VARIES

NO

NFPA 13

NO

NFPA 72

NFPA 13

NFPA 72

NFPA 101 - 2018

2018 IECC

2017 IMC

2017 IPC

2017 NEC

NFPA 101 - 2018, IBC 2015

UL-U404

SEE WALL TYPES

0.2" / OCC

0.3" / OCC

E

CODE COMPLIANCE

LEGEND

101 - ROOM NAME

FUNCTION

OF SPACE

OCC

TYPE

# OF

OCC

150 SF

50 SF/OCC

FUNCTION OF SPACE

ROOM NUMBER &

ROOM NAME

OCCUPANCY TYPE

NUMBER OF OCCUPANTS

OCCUPANT LOAD FACTOR

ROOM AREA

36" 90" DOOR RATING (MIN)180 9

ANTICIPATED LOAD

EXIT CAPACITY

DOOR WIDTH (IN)

9 ANTICIPATED LOAD36" 180

EXIT CAPACITY

STAIR WIDTH (IN)

TRAVEL DISTANCE

XXX'-XX"

DEAD-END DISTANCE

XXX'-XX"

EXIT LOCATION SYMBOL

NEW FIRE EXTINGUISHER-

INSIDE RECESSED

CABINET -(FE1)

75'

NOTES:

• CONTRACTOR SHALL PROVIDE PERMANENT

SIGNAGE OR STENCILING WITHIN CEILING

PLENUM AT ALL FIRE RATED WALLS, SMOKE

BARRIERS & SMOKE PARTITIONS. LETTERING

SHALL BE AT LEAST 1/2" IN HEIGHT WITH THE

WORDING: "FIRE AND/OR SMOKE BARRIER -

PROTECT ALL OPENINGS:. REPEAT AT

INTERVALS NOT EXCEEDING 30'-0" MEASURED

HORIZONTALLY ALONG THE PARTITION WALL.

• SEAL PENETRATIONS IN FIRE RATED SMOKE

BARRIERS, FIRE RATED BARRIERS & SMOKE

BARRIERS.

E

COMMON PATH DISTANCE

XXX'-XX"

SCALE: 3/32" = 1'-0"

1 FIRST FLOOR - CODE REVIEW PLAN

DESIGN BASED ON PG-18-3

SCALE: 3/32" = 1'-0"

2 ATTIC - CODE REVIEW PLAN

NORTHKEY PLAN

EX

IS

T

ST

EA

M

TU

N N

EL

EXIST CHILLER TUNNEL

1W

SCALE: 3" = 1'-0"

3 SEMI-RECESSED FIRE EXTINGUISHER CABINET

THE ATTIC IS NOT AN OCCUPIABLE STORY BY LSC DEFINITION 3.3.279.1-LSC 2018.

IT CONTAINS A MECHANICAL AND ELECTRICAL ROOM WHICH DO NOT CONTAIN

PEOPLE ON A REGULAR BASIS. THE BUILDING IS A TYPE II (000) AND BY TABLE 18.1.6.1

CONSTUCTION TYPE II (000) IS ALLOWED ONE STORY. THE FIRST FLOOR IS

AN OCCUPIABLE STORY.

ALLOWABLE AREA INCREASE CALCULATION

BY LSC 506.2.1

44,000 + (11,000 X .375) = 48,125 SF

THE ADJACENT BUILDING HAS CONSTRUCTION

TYPE II (111) AND IS PROTECTED BY AN

AUTOMATIC SPRINKLER SYSTEM.

T

T

T

T

T

T

T

T T T T

T

T

T

TT

T T

T

T

T

T

T T

T

T T

NEW

UNDERGROUND

UTILITY DUCT BANK

PROJECT

LOCATION

(BUILDING 25)

ENCLOSED

CONNECTING

CORRIDOR

NEW

UNDERGROUND

UTILITY TUNNEL

PHASE 2

PHASE 3

PHASE 4

PHASE 1

PHASE 1

VFW CIRCLE

VO

LU

NT

EE

R D

RIV

E

PHASING NOTES

1. PHASE 1: WORK FOR BUILDING 25 AND THE SOUTH PORTION OF DUCT

BANK CAN BE IN PROGRESS DURING OTHER PHASES.

2. PHASE 2-4: THE PREVIOUS PHASE MUST BE COMPLETE, AND APPROVED

BY THE VA BEFORE BEGINNING WORK ON THE NEXT PHASE.

3. UTILIZE NECESSARY EXCAVATION, BRACING AND SHORING (FOLLOWING

SAFETY AND CODE REQUIREMENTS) IN ORDER TO CONSTRUCT ENTIRE

ELEMENTS (TUNNEL LENGTH, PAVING, ETC) SHOWN WITHIN EACH

PHASING BOUNDARY

4. ALL PHASING TO BE COORDINATE AND APPROVED BY THE VA PRIOR TO

BEGINNING EACH PHASE

5. ROAD CLOSURES TO BE LIMITED AND TO MINIMIZE DISRUPTION TO

CAMPUS TRAFFIC AND OPERATION. ONE DRIVE LANE MUST BE OPEN

DURING CONSTRUCTION ON BOTH VFW CIRCLE AND VOLUNTEER DRIVE

AT ALL TIMES.

6. SEE CIVIL FOR CONTRACTOR STAGGING AREA

7. MUST MAINTAIN OR PROVIDE TEMPORARY SAFE , MAINTAINABLE, AND

ACCESSIBLE PEDESTRIAN ROUTE AT ALL TIMES

Drawing Title

Approved:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

TSA PROJECT NO.: Department of Veterans Affairs

CONSTRUCT CLC

COTTAGES - COTTAGE 1

636-123

3600 30TH ST. DES MOINES, IA

4/13/2018

PHASING PLAN

KAP Author

Approver

G102

06054.032

SCALE: 1" = 30'-0"

1 PHASING PLAN

NORTH

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

TSA PROJECT NO.: Department of

Veterans Affairs

3600 30th Street, Des Moines, Iowa 04/13/2018

363-123

06054.032

CONSTRUCT CLC COTTAGES

- COTTAGE 1

VI101

TOPOGRAPHIC SURVEY

- CHAIN LINK FENCE

- ELECTRIC MANHOLE

- STORM SEWER MANHOLE

- PROPERTY LINE

- CORNERS SET (#5 Rebar w/Cap)

- FIRE HYDRANT

- TELEPHONE PEDESTAL

- SIGN

- LIGHT POLE

- WATER MANHOLE

- CONIFEROUS TREE w/trunk size

- DECIDUOUS TREE w/trunk size

- ELECTRICAL TRANSFORMER

LEGEND

- WATER VALVE

- SANITARY SEWER MANHOLE

- CABLE TV PEDESTAL

- POWER POLE

- TELEPHONE/COMMUNICATIONS MANHOLE

- DECORATIVE LIGHT POLE

- SURVEY CONTROL POINT

- STORM GRATE INLET

- BOARD FENCE

- SPRINKLER VALVE

- GAS LINE

- WATER LINE

- CORNERS FOUND (as noted)

- SANITARY SEWER LINE

- STORM SEWER LINE

- OVERHEAD TELEPHONE LINE

- UNDERGROUND TELEPHONE LINE

- OVERHEAD POWER LINE

- UNDERGROUND POWER LINE

- UNDERGROUND TELEPHONE LINE

- FIBER OPTIC LINE

- IRRIGATION LINE

- STUMP

- BOLLARD

- SECTION CORNER

- SECTION CORNER TIE

- MONITORING WELL

- RIGHT-OF-WAY MARKER

- SHRUB

- CLEAN OUT

AutoCAD SHX Text

STM

AutoCAD SHX Text

STM

AutoCAD SHX Text

STM

AutoCAD SHX Text

STM

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AM VET AVENUE

AutoCAD SHX Text

VOLUNTEER DRIVE

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text P:\06054032\_CAD\Civil\06054032-1.dwg 4/11/2018 8:05:31 AM Knock, Derik Knock, DerikKnock, Derik

AutoCAD SHX Text

NORTH

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text W

AutoCAD SHX Text w

AutoCAD SHX Text v

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text v

AutoCAD SHX Text

MW

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text NOTE: SOME UTILITIES LOCATED FROM PLANS PROVIDED BY VAMC. SOME UTILITIES LOCATED FROM PLANS PROVIDED BY VAMC. BENCHMARK: FINISHED FLOOR ELEV. BUILDING 12 WESTSIDE SOUTH ENTRANCE:146.47 FINISHED FLOOR ELEV. BUILDING 12 WESTSIDE SOUTH ENTRANCE:146.47

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

TSA PROJECT NO.: Department of

Veterans Affairs

3600 30th Street, Des Moines, Iowa 04/13/2018

363-123

06054.032

CONSTRUCT CLC COTTAGES

- COTTAGE 1

X REFERENCED DEMOLITION NOTES( ):

1. REMOVE TREE, INCLUDING ROOTBALL.

2. REMOVE PAVEMENT AND CURB AND GUTTER AS REQUIRED TO

CONSTRUCT DUCT BANK. CONTRACTOR SHALL PROVIDE FLAGMAN

AND MAINTAIN ONE OPEN LANE (MINIMUM 9 FOOT WIDTH) OF

TRAFFIC ON EACH STREET AT ALL TIMES. REPLACE PAVING AS

SHOWN ON CS101.

3. REMOVE SIDEWALK. REPLACE SIDEWALK AS SHOWN ON CS101.

4. REMOVE PAVEMENT AND CURB AND GUTTER AS REQUIRED TO

CONSTRUCT SANITARY SEWER. CONTRACTOR SHALL PROVIDE

FLAGMAN AND MAINTAIN ONE OPEN LANE (MINIMUM 9 FOOT WIDTH)

OF TRAFFIC AT ALL TIMES. REPLACE PAVING AS SHOWN ON CS101.

5. SEE EC001 FOR REMOVAL AND/OR RELOCATION.

6. COORDINATE WITH VA FOR REMOVAL/RELOCATION OF GAS LINE.

7. REMOVE WATER LINE.

8. REMOVE FIRE HYDRANT.

9. FULL-DEPTH SAWCUT PAVEMENT AT REMOVAL LIMITS.

10. REMOVE EXISTING PAINT STRIPING AT PARKING STALLS.

11. REMOVE ABANDONED TUNNEL AND MANHOLE(S). SEE CD102 AND

CD103 FOR EXISTING TUNNEL PLANS.

12. REMOVE CURB AND GUTTER.

13. REMOVE BENCH AND SALVAGE TO VA.

14. PROTECT AND SUPPORT EXISTING UTILITY DURING CONSTRUCTION

OF DUCT BANK.

15. REMOVE SIGN, SALVAGE AND REINSTALL SIGN AFTER

CONSTRUCTION OF DUCT BANK IS COMPLETED.

16. REMOVE ABANDONED LIGHT POLE.

17. PROTECT EXISTING BUS SHELTER.

REMOVE PAVEMENT

LEGEND

REMOVE SIDEWALK

CD101

SITE DEMOLITION PLAN

DJKMJS

BUILDING 12

REMOVE TREE

GENERAL NOTES:

A. PROPOSED GAS AND WATER LINES SHALL BE CONSTRUCTED AND

OPERATIONAL PRIOR TO REMOVAL OF EXISTING GAS AND WATER

LINES .

B. SEE G102 FOR PHASING PLAN.

C. TO PREVENT DAMAGE TO UNDERGROUND UTILITIES, IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO LOCATE EXISTING

UTILITIES THAT ARE SHOWN ON THE PLANS BY DIGGING TEST

HOLES TO ASCERTAIN HORIZONTAL AND VERTICAL LOCATION

PRIOR TO ANY EXCAVATION.

REMOVE UTILITY

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Project Title

Date

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Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

TSA PROJECT NO.: Department of

Veterans Affairs

3600 30th Street, Des Moines, Iowa 04/13/2018

363-123

06054.032

CONSTRUCT CLC COTTAGES

- COTTAGE 1

CD102

EXISTING TUNNEL PLANS (FOR

INFORMATION ONLY)

DJKMJS

P:\06054032\_CAD\Civil\06054032-1.dwg 4/11/2018 8:05:37 AM Knock, Derik Knock, DerikKnock, Derik

Project Title

Date

Location

Checked

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Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

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B

A

C

D

E

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6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

TSA PROJECT NO.: Department of

Veterans Affairs

3600 30th Street, Des Moines, Iowa 04/13/2018

363-123

06054.032

CONSTRUCT CLC COTTAGES

- COTTAGE 1

CD103

EXISTING TUNNEL PLANS (FOR

INFORMATION ONLY)

DJKMJS

P:\06054032\_CAD\Civil\06054032-1.dwg 4/11/2018 8:05:39 AM Knock, Derik Knock, DerikKnock, Derik

146.50 TP

146.50 TP

146.36 TP

146.36 TP

146.36 TP

146.36 TP

144.58 TP

144.58 TP

144.50 TP

144.50 TP

144.00* TP

144.10* TP

142.90 FG

146.00 FG 146.00 FG

146.00 FG

146.00 FG146.00 FG

145.40 FG

146.50 TP146.50 TP

146.37 TP

146.37 TP

146.29 TP146.29 TP

146.22 TP146.22 TP

145.93 TP

145.85 TP

145.70 TP

145.62 TP

145.31 TP

145.38 TP

144.85 TP

144.78 TP

144.46 TP

144.54 TP

144.42* TP

144.35* TP

146.00 FG

146.00 FG

146.00 FG

146.00 FG

146.00 FG

146.00 FG

146.00 FG

146.00 FG

146.00 FG

146.00 FG

146.00 FG

146.00 FG

146.00 FG

146.50 TP 146.50 TP

146.09 TP

145.94 TP 145.65 TP

146.47 TP147.05 TP147.30 TP147.53* TP

145.87* TP

145.71* TC

145.21* G

147.40* TP

145.83 FG

141.46 FG

146.00 FG

145.46 FG

146.00 FG

146.50 TP

146.50 TP

146.43 TP

146.43 TP

145.75 TP

145.67 TP

145.61 TP

145.69 TP

146.26 TP

146.32 TP

147.14 TC

146.64 G

146.89 TC

146.39 G

145.93 TC

145.93 G

146.74* TP

147.73* TP

145.28 TP

145.41 TP

145.55 TP

145.68 TP

145.16* TP

145.82 TP

144.90* TP

146.31 TC

146.31 G

145.78 TC

145.78 G

145.63 TC

145.63 G

145.49 TC

145.49 G

145.35 G

145.59 TC

145.70 FG

139.31* FG

139.36 FG

145.84 FG

8A

5A

PROPOSED STORM STRUCTURE SCHEDULE

STRUCTURE NAME

5A

8A

DESCRIPTION

FLARED END SECTION

PVC MANHOLE, SEE 5/CS201

PVC MANHOLE, SEE 5/CS201

DRAIN BASIN, SEE 5/CS201

DRAIN BASIN, SEE 5/CS201

DRAIN BASIN, SEE 5/CS201

PVC MANHOLE, SEE 5/CS201

PVC MANHOLE, SEE 5/CS201

FLARED END SECTION

FLARED END SECTION

DETAILS

RIM: 141.13

I.E. 15": 139.36 (S)

RIM: 144.53

I.E. 12": 139.56 (E) I.E. 12": 139.56 (W) I.E. 15": 139.46 (N)

RIM: 143.89

I.E. 12": 140.04 (S) I.E. 12": 139.94 (W)

RIM: 146.10

I.E. 12": 141.04 (W) I.E. 12": 140.94 (N)

RIM: 145.40

I.E. 12": 141.49 (S) I.E. 12": 141.39 (E)

RIM: 145.46

I.E. 12": 141.87 (N)

RIM: 143.45

I.E. 12": 140.10 (S) I.E. 12": 140.00 (E)

RIM: 141.39

I.E. 12": 140.31 (N)

RIM: 142.98

I.E. 12": 141.46 (S)

RIM: 144.42

I.E. 12": 142.90 (N)

LOCATION

N: 593306.79 E: 1595825.41

N: 593286.12 E: 1595825.41

N: 593286.12 E: 1595888.03

N: 593136.38 E: 1595888.03

N: 593136.38 E: 1595818.63

N: 593059.79 E: 1595818.63

N: 593286.12 E: 1595737.61

N: 593244.07 E: 1595737.61

N: 593280.79 E: 1595716.91

N: 593243.70 E: 1595716.91

PROPOSED STORM PIPE TABLE

NAME

SIZE

15"

12"

12"

12"

12"

12"

12"

12"

LENGTH

20.67'

62.61'

149.74'

69.40'

76.59'

87.80'

42.05'

37.09'

SLOPE

0.50%

0.60%

0.60%

0.50%

0.50%

0.50%

0.50%

3.88%

Drawing Title

Approved:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

TSA PROJECT NO.: Department of

Veterans Affairs

3600 30th Street, Des Moines, Iowa 04/13/2018

363-123

06054.032

CONSTRUCT CLC COTTAGES

- COTTAGE 1

REFERENCED CONSTRUCTION NOTES( ):

1. CONSTRUCT DOWNSPOUT CONNECTION AND 6" STORM SEWER PIPE,

SEE 4/CS201. VERIFY LOCATION WITH ROOF PLAN (A103).

2. PROVIDE AND INSTALL SCOURSTOP EROSION CONTROL MAT (4'X4'),

SEE 1/CS201.

3. CONNECT TO PROPOSED 12" STORM SEWER PIPE WITH

PRE-FABRICATED FITTING.

4. PROPOSED SPLASH BLOCK, VERIFY LOCATION WITH ROOF PLAN

(A301).

5. CONNECT TO PROPOSED STORM SEWER STRUCTURE.

6. SEE MECHANICAL AND STRUCTURAL PLANS FOR CONNECTION OF

FOUNDATION DRAIN AND SUMP PIT PIPING TO STORM SEWER

STRUCTURE.

7. SEE STRUCTURAL PLANS FOR FOUNDATION DRAIN, TYPICAL.

X

LEGEND

EXISTING CONTOUR

PROPOSED CONTOUR

TOP OF CURB ELEVATION

GUTTER ELEVATION

TOP OF PAVEMENT ELEVATION

FINISH GRADE ELEVATION

MATCH EXISTING ELEVATION (FIELD VERIFY)

TC

G

TP

FG

PROPOSED COTTAGE 1

(BUILDING 25)

FF=146.50 (100'-0" ARCH)

CG101

SITE GRADING & STORM SEWER PLAN

DJKMJS

BUILDING 12

111111

GENERAL NOTE:

A. TO PREVENT DAMAGE TO UNDERGROUND UTILITIES, IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO LOCATE EXISTING

UTILITIES THAT ARE SHOWN ON THE PLANS BY DIGGING TEST

HOLES TO ASCERTAIN HORIZONTAL AND VERTICAL LOCATION

PRIOR TO ANY EXCAVATION.

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XXX

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REVISION

9040.19

S H

E E

T 1 O F 2

SILT FENCE

TYPICAL SILT FENCE DITCH CHECK

ATTACHMENT TO POST

Foreslope Backs lope

Post Spacing (5'-0" max.)

Post Spacing (5'-0" max.)

Fabric

Post

FIG

U

R E

9040.19

Wire or Cable Ties

Variable (20'-0" for a normal 10'-0" wide ditch.)

2" min.

20" min.

1 Insert 12 inches of fabric a minimum of 6 inches deep (fabric may be folded below the ground line).

REVISION

9040.19

TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES

TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES

DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES

(Profile View)

(Plan View)

Flow

Fabric

Ground line

Ground Line Fabric

SILT FENCE

S H

E E

T 2 O F 2

FIG

U

R E

9040.19

8'-0" Spacing

200'-0" max. length per section (600'-0" if slope is flatter than 5%)

See plans for spacing.

Ground Contours

'T' Steel Fence Post 4'-0" min.

Insert 12 inches of fabric a minimum of 6 inches deep (fabric may be folded below the ground line).

Reduce post spacing to 5'-0" at water concentration areas, or as required to adequately support fence.

Install parallel to ground contour.

Install "J-hook" at each end of an individual section of silt fence.

10-18-11 10-18-11

SHEET 1 of 2 SHEET 2 of 2

NOTES:

A. MAINTAIN RECORDS OF CONSTRUCTION ACTIVITIES

IN ADDITION TO THE INSPECTION AND MAINTENANCE REPORTS,

KEEP RECORDS OF THE CONSTRUCTION ACTIVITY ON THE SITE,

INCLUDING:

1. THE DATES WHEN MAJOR GRADING ACTIVITIES OCCUR IN A

PARTICULAR AREA.

2. THE DATES WHEN CONSTRUCTION ACTIVITIES CEASE IN AN AREA,

TEMPORARILY OR PERMANENTLY.

3. THE DATES WHEN AN AREA IS STABILIZED, TEMPORARILY OR

PERMANENTLY.

B. UPDATE/CHANGE THE PLAN TO KEEP THE PLAN CURRENT

COMPLY WITH THE NPDES STORM WATER GENERAL PERMIT, THE

PLAN MUST ACCURATELY REFLECT SITE FEATURES AND

OPERATIONS. WHEN IT DOES NOT, THE PLAN MUST BE CHANGED.

CHANGE PLAN AS NECESSARY TO REFLECT SITE FEATURES AND

OPERATIONS TO MINIMIZE POLLUTANT DISCHARGE FROM THE SITE.

KEEP A RECORD OF ALL CHANGES.

1. IDENTIFY ANY CHANGE IN OWNERSHIP OR TRANSFERENCE OF THE

PERMIT AND PERMIT RESPONSIBILITIES.

2. MODIFY PLAN WITHIN 7 DAYS TO COMPLY WITH THE MINIMUM

STANDARDS ESTABLISHED IN THE GENERAL PERMIT WHEN NOTIFIED

BY IDNR.

C. REPORT ANY HAZARDOUS CONDITIONS AND UPDATE THE PLAN

NOT MORE THAN SIX HOURS AFTER THE ONSET OF A HAZARDOUS

CONDITION THE IDNR, VA POLICE AND LOCAL SHERIFF'S OFFICE OR

THE OFFICE OF THE SHERIFF OF THE AFFECTED COUNTY SHALL BE

NOTIFIED.

THE STORM WATER POLLUTION PREVENTION PLAN MUST BE

MODIFIED WITHIN 14 CALENDAR DAYS OF A HAZARDOUS CONDITION.

1. DESCRIBE THE RELEASE AND THE CIRCUMSTANCES LEADING TO

THE RELEASE.

2. IDENTIFY AND IMPLEMENT STEPS TO PREVENT THE

REOCCURRENCE OF SUCH RELEASES.

D. PROVIDE FOR PLAN LOCATION AND ACCESS

THE GENERAL PERMIT HAS SPECIFIC REQUIREMENTS REGARDING

PLAN LOCATION AND ACCESS.

PLAN LOCATION - A COPY OF THE POLLUTION PREVENTION PLAN

MUST BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES.

RETENTION OF RECORDS - RETENTION OF RECORDS FOR 3 YEARS

AFTER THE COMPLETION OF FINAL SITE STABILIZATION.

ACCESS - ALTHOUGH PLANS AND ASSOCIATED RECORDS ARE NOT

NECESSARILY REQUIRED TO BE SUBMITTED TO THE IDNR, THESE

DOCUMENTS MUST BE MADE AVAILABLE UPON REQUIRED TO THE

DEPARTMENT OF NATURAL RESOURCES.

CONTRACTOR CERTIFICATION STATEMENT:

I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE

TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT

DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT

AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH

INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE AS A PART OF

THE CERTIFICATION. FURTHER, BY MY SIGNATURE, I UNDERSTAND

THAT I AM BECOMING A CO-PERMITEE, ALONG WITH THE OWNER(S)

AND OTHER CONTRACTORS AND SUBCONTRACTORS SIGNING SUCH

CERTIFICATIONS, TO THE IOWA DEPARTMENT OF NATURAL

RESOURCES NPDES GENERAL PERMIT NO. 2 FOR "STORM WATER

DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR

CONSTRUCTION ACTIVITIES" AT THE IDENTIFIED SITE. AS A

CO-PERMITTEE, I UNDERSTAND THAT I, AND MY COMPANY, ARE

LEGALLY REQUIRED UNDER THE CLEAN WATER ACT AND THE CODE

OF IOWA, TO ENSURE COMPLIANCE WITH THE TERMS AND

CONDITIONS OF THE STORM WATER POLLUTION PLAN DEVELOPED

UNDER THIS NPDES PERMIT AND THE TERMS OF THIS NPDES PERMIT.

THIS CERTIFICATION MUST INCLUDE THE NAME AND TITLE OF THE

PERSON PROVIDING THE SIGNATURE; THE NAME, ADDRESS AND

TELEPHONE NUMBER OF THE CONTRACTING FIRM AND THE DATE

THE CERTIFICATION IS MADE. SUBCONTRACTORS SHALL ALSO

CERTIFY. SIGNATURES SHALL BE AFFIXED TO THIS PLAN.

SIGNATURE:

NAME:

TITLE:

COMPANY:

ADDRESS:

PHONE NUMBER:

SIGNATURE:

NAME:

TITLE:

COMPANY:

ADDRESS:

PHONE NUMBER:

SIGNATURE:

NAME:

TITLE:

COMPANY:

ADDRESS:

PHONE NUMBER:

SIGNATURE:

NAME:

TITLE:

COMPANY:

ADDRESS:

PHONE NUMBER:

Drawing Title

Approved:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

TSA PROJECT NO.: Department of

Veterans Affairs

3600 30th Street, Des Moines, Iowa 04/13/2018

363-123

06054.032

CONSTRUCT CLC COTTAGES

- COTTAGE 1

REFERENCED CONSTRUCTION NOTES( ):

1. PROVIDE, MAINTAIN AND INSTALL SILT FENCE, SEE 1/CG103. SILT

FENCE SHALL BE INSTALLED ON SECURE SIDE OF PERIMETER

FENCING.

LEGEND

X

EXISTING CONTOUR

PROPOSED CONTOUR

SILT FENCE

PROPOSED

COTTAGE 1

BUILDING 25

EROSION CONTROL PROCEDURES:

1. THE CONTRACTOR SHALL COMPLY WITH EROSION CONTROL

PROCEDURES SET FORTH ON THESE PLANS AND IN THE

SPECIFICATIONS. ALL EROSION CONTROL EFFORTS SHALL BE

CONSIDERED INCIDENTAL TO THE PROJECT, THIS INCLUDES

REMOVAL OF ACCUMULATED SEDIMENT.

2. ALL SEDIMENT TRAPS (IF USED) SHALL BE CLEANED OUT AND

RESTORED TO ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS

ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. SILT

FENCES SHALL BE CLEANED OUT WHEN THE FENCE BEGINS TO

"BULGE". SILT FENCE WILL REQUIRE COMPLETE REPLACEMENT

WHEN TEARS OR RIPS FORM IN THE FENCE OR WHEN THE FENCE

HAS BEEN COMPLETELY UNDERMINED.

3. WHEN EROSION CONTROL DEVICES ARE CLEANED OUT, SEDIMENT

MUST EITHER BE DISTRIBUTED OVER THE SITE OR PLACED

UPSTREAM OF THE STRUCTURE. SEDIMENT MUST NEVER BE

PLACED DOWNSTREAM OF THE STRUCTURE.

4. ALL GRADED OR CLEARED AREAS THAT ARE SUBJECT TO EROSION

FOR MORE THAN 14 DAYS SHALL BE TEMPORARILY SEEDED.

5. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY

EROSION CONTROL DEVICES AS SHOWN IN THE DRAWINGS.

CONTRACTOR SHALL MAINTAIN TEMPORARY EROSION CONTROL

DEVICES UNTIL 75% OF THE SITE IS FULLY STABILIZED.

6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL

MEASURES. ANY CONSTRUCTION OR MAINTENANCE ISSUES

REGARDING EROSION CONTROL METHODS WILL BE DIRECTED TO

THE GENERAL CONTRACTOR. THE CONTRACTOR WILL HAVE 24

HOURS AFTER NOTIFICATION TO REMEDY ANY ITEMS THAT ARE

ADDRESSED.

SEQUENCE OF CONSTRUCTION ACTIVITIES:

1. INSTALL PERIMETER SILT FENCE.

2. COMPLETE ON-SITE EXCAVATION AND EMBANKMENT.

3. CONSTRUCT UTILITIES.

4. CONSTRUCT PAVING.

5. INSTALL EROSION CONTROL, SOD AREAS, AND MAINTAIN AS

NECESSARY UNTIL VEGETATION IS ESTABLISHED.

6. WATER SODDED AREAS AS NECESSARY UNTIL SOD IS ESTABLISHED.

7. REMOVE TEMPORARY EROSION CONTROL MEASURES (SILT FENCE,

ETC.) WHEN VEGETATION HAS BEEN REESTABLISHED WITHIN THE

GRADED AREAS.

INSPECTION REPORT CERTIFICATION STATEMENT:

"I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL

ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR

SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO

ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND

EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY

OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR

THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE

INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF

MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I

AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR

SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF

FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS."

MAINTENANCE/REPAIRS - USE THE INSPECTION REPORTS TO

RECORD SCHEDULED MAINTENANCE. ANY CHANGES THAT MAY BE

REQUIRED TO CORRECT DEFICIENCIES IN THE STORM WATER

POLLUTION PREVENTION PLAN NOTED DURING AN INSPECTION

SHOULD BE MADE AS SOON AS PRACTICAL AFTER AN INSPECTION

BUT IN NO CASE LATER THAN 7 DAYS AFTER THE INSPECTION.

CONSTRUCTION IMPLEMENTATION:

A. IMPLEMENT CONTROLS

CONSTRUCT OR PERFORM THE CONTROLS OVER EROSION,

SEDIMENTATION AND OTHER WASTE, AS INDICATED IN THE STORM

WATER POLLUTION PREVENTION PLAN. THE CONTROLS MUST BE

CONSTRUCTED IN THE ORDER INDICATED IN THE SEQUENCE OF

MAJOR ACTIVITIES.

STABILIZATION CONTROLS (MEASURES) MUST BE APPLIED WITHIN

THE TIME FRAME SPECIFIED IN THE GENERAL PERMIT.

B. INSPECT AND MAINTAIN CONTROLS

INSPECTIONS - THE GENERAL PERMIT REQUIRES INSPECTION EVERY

7 DAYS AND WITHIN 24 HOURS OF THE END OF A STORM OF 0.5 INCH

OR GREATER OF RAINFALL. ALL DISTURBED AREAS OF THE SITE,

AREAS FOR MATERIAL STORAGE, LOCATIONS WHERE VEHICLES

ENTER OR EXIT THE SITE, ALL OF THE EROSION AND SEDIMENT

CONTROLS THAT WERE IDENTIFIED AS PART OF THE PLAN, AND

ACCESSIBLE DISCHARGE LOCATIONS MUST BE INSPECTED.

CONTROLS MUST BE IN GOOD OPERATING CONDITION UNTIL THE

CONSTRUCTION ACTIVITY IS COMPLETE AND FINAL STABILIZATION

HAS BEEN REACHED.

PREPARE AN INSPECTION REPORT OF THE POLLUTION CONTROL

MEASURES. THE REPORT SHALL:

A) SUMMARIZE THE SCOPE OF THE INSPECTION

B) PROVIDE THE NAME(S) AND QUALIFICATIONS OF PERSONNEL

MAKING THE INSPECTION

C) DATE(S) OF THE INSPECTION

D) IDENTIFY ANY DAMAGES OR DEFICIENCIES IN THE CONTROL

MEASURES (INCLUDE PICTURES)

E) IDENTIFY WHAT ACTIONS WILL BE TAKEN TO MODIFY POLLUTION

CONTROL PRACTICES.

THESE REPORTS DOCUMENT THE INSPECTION OF THE POLLUTION

PREVENTION MEASURES. INSPECTION REPORTS MUST CONTAIN

THE FOLLOWING CERTIFICATION STATEMENT AND BE SIGNED IN

ACCORDANCE WITH THE SIGNATORY REQUIREMENTS FOUND IN THE

GENERAL PERMIT (I.E., PRINCIPAL EXECUTIVE OFFICER,

VICE-PRESIDENT, GENERAL PARTNER, PROPRIETOR, ELECTED

OFFICIAL).

NPDES INFORMATION (GENERAL PERMIT NO. 2):

1. THE U.S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION

SERVICE SOIL SURVEY OF POLK COUNTY DESCRIBES THE SOILS ON

THE SITE AS A COMBINATION OF HAYDEN LOAM, URBAN LAND AND

HAYDEN-URBAN LAND COMPLEX.

2. THE RECEIVING WATER FROM THE SITE IS THE DES MOINES RIVER.

3. THE PURPOSE OF THE CONSTRUCTION PROJECT IS TO CONSTRUCT

A CLC COTTAGE AND A UTILITY TUNNEL/DUCT BANK FROM

PROPOSED CLC COTTAGE TO EXISTING UTILITY TUNNEL.

4. PRIOR TO GRADING OR ANY DISTURBANCE, THE CONTRACTOR WILL

INSTALL THE SILT FENCES AS SHOWN ON THE PLANS. SODDING

WILL TAKE PLACE ON THE EARLIEST PRACTICAL DATE AFTER

AREAS ARE PREPARED.

5. THE CONTRACTOR SHALL PROVIDE QUALIFIED PERSONNEL TO

INSPECT DISTURBED AREAS OF THE CONSTRUCTION SITE THAT

HAVE NOT REACHED "FINAL STABILIZATION" AT LEAST ONCE EVERY

SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A

STORM THAT IS 0.5 INCHES OR GREATER. AN INSPECTION AND

MAINTENANCE CHECKLIST SHALL BE PROVIDED BY THE

CONTRACTOR WHICH DOCUMENTS ALL INSPECTIONS AND ANY

MAINTENANCE NEEDED AND COMPLETED.

SEDIMENT AND EROSION CONTROL NOTES:

1. NPDES PERMIT. THIS PROJECT IS SUBJECT TO THE REQUIREMENTS

OF A NPDES CONSTRUCTION PERMIT (NATIONAL POLLUTANT

DISCHARGE ELIMINATION SYSTEM ACT) TO BE OBTAINED BY THE

CONTRACTOR. THIS PLAN INDICATES PROVISIONS TO BE

CONSTRUCTED FOR THIS PROJECT AND MAINTAINED THROUGHOUT

ALL PHASES OF THE CONSTRUCTION. THE CONTRACTOR SHALL

CONDUCT HIS OPERATIONS ACCORDING TO THE REQUIREMENTS OF

THE PERMIT.

2. THE CONTRACTOR SHALL COORDINATE HIS OPERATIONS SO THAT

THE SITE CAN BE SODDED AS SOON AS POSSIBLE FOLLOWING

RESPREAD OF TOPSOIL. AREAS DISTURBED BY CONSTRUCTION

WHICH ARE NOT TO BE PAVED SHALL BE SODDED.

3. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL PRIOR TO

MASS GRADING. CONTRACTOR SHALL PLACE TOPSOIL ON GRADED

AREAS PRIOR TO SODDING.

4. SILT FENCING AND INTERCEPTOR BERMS SHALL BE CONSTRUCTED

AND MAINTAINED AS EXCAVATION PROCEEDS. INTERCEPTOR

DITCHES, SILT DIKES AND ADDITIONAL SILT FENCING SHALL BE

INSTALLED IF FIELD CONDITIONS DICTATE, OR AS DIRECTED BY THE

OWNER OR ENGINEER.

5. SILT FENCE SHALL BE MAINTAINED WEEKLY AND AFTER EVERY ½"

RAIN. ANY ACCUMULATED SILT SHALL BE REMOVED AND DISPOSED

OF.

6. TEMPORARY SEEDING MIXTURE FOR AREAS THAT WILL NOT BE

DISTURBED AFTER 14 DAYS BUT BEFORE TWO MONTHS SHALL BE

OATS, 100 LBS./ACRE; MULCH - STRAW, 2 TONS/ACRE. MULCH SHALL

BE ANCHORED INTO THE SOIL.

7. TEMPORARY SEEDING MIXTURE FOR AREAS THAT WILL NOT BE

DISTURBED FOR TWO MONTHS OR GREATER SHALL BE CLASS C; 100

LBS./ACRE; MULCH - STRAW, 2 TONS/ACRE. MULCH SHALL BE

ANCHORED INTO THE SOIL.

CG102

SITE EROSION CONTROL PLAN

DJKMJS

BUILDING 12

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SILT FENCE

NO SCALE

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

TSA PROJECT NO.: Department of

Veterans Affairs

3600 30th Street, Des Moines, Iowa 04/13/2018

363-123

06054.032

CONSTRUCT CLC COTTAGES

- COTTAGE 1

CG103

SITE CONSTRUCTION &

OVEREXCAVATION PLAN

DJKMJS

OVEREXCAVATE 3' BELOW EXISTING GRADE

TO LINE SHOWN (5' OUTSIDE OF PROPOSED

BUILDING FOOTPRINT). SOIL CAN BE USED

FOR FILL BELOW ELEVATION 143.00 AFTER

REMOVING TREES, ROOTS, ETC.

5.

0'

5.0'

5.

0'

5.0'

5.0'

PROPOSED BUILDING FOOTPRINT

5.0'

5.0'

5.

0'

REFERENCED CONSTRUCTION NOTES( ):

1. CONTRACTOR SHALL INSTALL 8' HIGH TEMPORARY CHAIN LINK

FENCING AROUND PERIMETER OF PROJECT.

2. CONTRACTOR STAGING AREA AND STOCKPILE LOCATION SHALL BE

KEPT WITHIN THE LIMITS OF TEMPORARY FENCING SHOWN ON

PLANS, VERIFY LOCATIONS WITH VA PRIOR TO CONSTRUCTION.

CONTRACTOR SHALL TEMPORARILY SEED AND PROVIDE EROSION

CONTROL MEASURES WHILE STOCKPILE IS IN PLACE.

3. PROVIDE AND INSTALL SAFETY SIGN PER VA SIGNAGE DESIGN

GUIDE.

4. PROVIDE AND INSTALL CONSTRUCTION SIGN PER VA SIGNAGE

DESIGN GUIDE.

5. CONTRACTOR SHALL ADJUST AND PROVIDE ADDITIONAL

TEMPORARY FENCING AS REQUIRED TO ACCOMMODATE PHASING

PLAN.

6. CONTRACTOR SHALL INSTALL CONSTRUCTION GATE. VERIFY FINAL

LOCATION WITH OWNER.

X

5.

0'

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SITE CONSTRUCTION PLAN

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SCALE: 1"=30'

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SITE OVEREXCAVATION PLAN

SCALE: 1"=20'

0+00

1+00

2+00

2+00

3+00

4+

5+

6+

0+00 1+00

5 6

15 16

LAYOUT COORDINATES

POINT #

NORTHING

593264.96

593256.96

593251.96

593243.96

593045.45

593045.82

593088.44

593117.35

593113.16

593113.34

593143.76

593138.76

593143.76

593138.76

593148.50

593148.24

593168.62

593165.00

593190.59

593186.97

593198.88

593193.88

592923.70

593052.79

593227.31

593230.98

593036.74

593003.50

592985.96

592965.10

592979.20

592986.07

593016.06

593013.94

593042.36

EASTING

1595740.10

1595740.10

1595740.10

1595740.10

1595802.90

1595812.73

1595826.56

1595826.64

1595889.30

1595831.63

1595853.67

1595848.67

1595882.03

1595882.03

1595887.02

1595892.01

1595896.26

1595899.72

1595919.28

1595922.73

1595939.93

1595939.94

1595964.32

1595740.73

1595740.73

1595734.73

1595851.05

1595850.64

1595881.02

1595867.34

1595842.92

1595831.03

1595779.08

1595721.77

1595720.76

Drawing Title

Approved:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

TSA PROJECT NO.: Department of

Veterans Affairs

3600 30th Street, Des Moines, Iowa 04/13/2018

363-123

06054.032

CONSTRUCT CLC COTTAGES

- COTTAGE 1

PROPOSED

COTTAGE 1

(BUILDING 25)

CS101

SITE LAYOUT & PAVING PLAN

DJKMJS

REFERENCED CONSTRUCTION NOTES( ):

1. PROPOSED DUCT BANK, SEE CS102 FOR PROFILE.

2. PROPOSED 6X8 TUNNEL, SEE CS102 FOR PROFILE.

3. SEE STRUCTURAL PLANS FOR WORK AT EXISTING TUNNEL.

4. CONSTRUCT 4" P.C.C. SIDEWALK.

5. STRUCTURAL STOOP.

6. CONSTRUCT CURB RAMP, SEE 3/CS202.

7. PAINT 4" WIDE PAVEMENT STRIPING, TYP.

8. PAINT NO PARKING AREA (4" WIDE PAVEMENT STRIPES AT 2'-0" OC).

9. CONSTRUCT 7" MINIMUM P.C.C. PAVEMENT WITH INTEGRAL CURB.

10. CURB RUNOUT, SEE 2/CS202.

11. CONSTRUCT 4" P.C.C. SIDEWALK WITH HANDRAILS, SEE 11/CS201.

12. CONSTRUCT WHEEL STOP, SEE 2/CS201.

13. CONTRACTOR SHALL PROVIDE FLAGMAN AND MAINTAIN ONE OPEN

LANE OF TRAFFIC ON EACH STREET AT ALL TIMES DURING

CONSTRUCTION.

14. CONSTRUCT THICKENED EDGE, SEE 7/CS201.

15. TUNNEL ACCESS, SEE ARCHITECTURAL PLANS.

16. PAINT ACCESSIBLE PARKING STALL, SEE 9/CS201.

17. PROVIDE AND INSTALL ACCESSIBLE PARKING SIGN, SEE 10/CS201.

18. CONSTRUCT 4" P.C.C. SIDEWALK TO ACCOMMODATE PEDESTRIANS

DURING CONSTRUCTION. CONTRACTOR SHALL ENSURE CROSS

SLOPES AND RUNNING SLOPES MEET ACCESSIBILITY

REQUIREMENTS.

19. CONTRACTOR SHALL VERIFY ELEVATION OF EXISTING TUNNEL AT

PROPOSED CONNECTION PRIOR TO CONSTRUCTION AND REPORT

ANY DISCREPANCIES TO ENGINEER.

X

BUILDING 12

SEE 4/CS202 FOR

ENLARGED PLAN

SEE 5/CS202 FOR

ENLARGED PLAN

5.0'

4.

0'

5.

0'

5.0'

R 25.0'

R25.0'

5.0'

R10.0'

GENERAL NOTE:

A. SEE G102 FOR PHASING PLAN.

B. TO PREVENT DAMAGE TO UNDERGROUND UTILITIES, IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO LOCATE EXISTING

UTILITIES THAT ARE SHOWN ON THE PLANS BY DIGGING TEST

HOLES TO ASCERTAIN HORIZONTAL AND VERTICAL LOCATION

PRIOR TO ANY EXCAVATION.

PROPOSED P.C.C. PAVEMENT

LEGEND

PROPOSED P.C.C. SIDEWALK

PROPOSED DUCT BANK/6X8 TUNNEL

5.0'

5.0'

15.0'

6.0'

12.0'

7.

6.0'

6.

0'

150°

120°

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MATCHLINE - STA 1+50

MATCHLINE - STA 1+50

DUCT BANK

DATUM ELEV

120.000

4.50%

2.14%

2.14%

0.50%

GRADE BREAK STA = 0+00.78

ELEV = 125.000

GRADE BREAK STA = 2+12.86

ELEV = 134.546

GRADE BREAK STA = 2+21.86

ELEV = 134.739

GRADE BREAK STA = 3+95.81

ELEV = 138.460

GRADE BREAK STA = 5+70.34

ELEV = 139.333STA 2+12.86

ELEV = 138.74

STA 2+12.86

ELEV = 129.74

6X8 TUNNEL

DATUM ELEV

120.000

0.00%

GRADE BREAK STA = 0+44.00

ELEV = 133.333

GRADE BREAK STA = 0+59.00

ELEV = 133.333

DUCT BANK

Drawing Title

Approved:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

TSA PROJECT NO.: Department of

Veterans Affairs

3600 30th Street, Des Moines, Iowa 04/13/2018

363-123

06054.032

CONSTRUCT CLC COTTAGES

- COTTAGE 1

CS102

TUNNEL/DUCT BANK PROFILES

DJKMJS

EXISTING GRADE

PROPOSED GRADE

SCALE: 1"=20' H

1"=4' V

2.

0'

CONNECT TO EXISTING

EXPANSION LOOP,

VERIFY ELEVATION

EXISTING TUNNEL,

VERIFY LOCATION,

SIZE AND ELEVATION

EXISTING GAS LINE

EXISTING WATER LINE

EXISTING FIBER OPTIC LINE

EXISTING ELECTRICAL LINE

SCALE: 1"=20' H

1"=4' V

TUNNEL

EXISTING GRADE

PROPOSED GRADE

PROPOSED 6X8 TUNNEL

PROPOSED

DUCT BANK

P:\06054032\_CAD\Civil\06054032-1.dwg 4/11/2018 8:06:08 AM Knock, Derik Knock, DerikKnock, Derik

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

TSA PROJECT NO.: Department of

Veterans Affairs

3600 30th Street, Des Moines, Iowa 04/13/2018

363-123

06054.032

CONSTRUCT CLC COTTAGES

- COTTAGE 1

CS201

SITE DETAILS

DJKMJS

BUTT JOINT OR

OVERLAP USING

HEAVY TAP SCREWS

EDGE OF HARD SURFACE ADJACENT

SOILS SHOULD BE GRADED SO

SURFACE OF MAT EVEN WITH TOP OF

SURFACE AFTER INSTALLATION.

INSTALL TRANSITION MAT OVER

SOD. GRADE SHOULD BE SMOOTH

AND UNIFORM. GRADE OUT ANY

RILLS FOR CONSISTENT SOIL

STRUCTURE PRIOR TO

INSTALLATION.

" M

IN

TY

P

ATTACH MAT TO FIRM SOIL WITH ANCHOR

USING FLEXIBLE STRAP AND PUSH ON

ONE-WAY STOP (INSTALL UP TO 36" DEEP, IF

NEEDED TO REACH FIRM SOIL)

TRANSITION MAT

WASHER (>2.5"Ø)

METAL SPADE

PUSH ON ONE-WAY STOP

PREFERRED INSTALLATION WITH SOD

SOD

SCOURSTOP

ADD EXTRA ANCHORS IF NECESSARY

TO ENSURE CONSISTENT CONTACT

WITH SOIL, OR IMPROVE SOIL

SURFACE SMOOTHNESS.

2ND OR

3RD HOLE

FROM EDGE

OVERLAP MATS

TO MINIMIZE

ANCHOR

REQUIREMENTS

ANCHOR REQUIREMENTS*:

-MINIMUM OF 12 ANCHORS INCLUDING

OVERLAP ROW

*TO ACHIEVE CONSISTENT CONTACT WITH

THE SOIL, EXCEED THE MINIMUM ANCHOR

REQUIREMENT AT INSTALLATION.

POSITION ANCHORS TO SECURE

SCOURSTOP MATS FLUSH WITH SOIL

SURFACE. MINIMIZE GAPS OR BRIDGING.

PARALLEL

OUTFALL

NOTES:

1. NO GAP BETWEEN MAT AND EDGE OF PAVEMENT WILL BE PERMITTED.

2. INSTALLATION MUST BE COMPLETED BY A SCOURSTOP CERTIFIED INSTALLER.

PIPE OR CURB

OUTFALL

DOWNSTREAM MATS MAY BE

SHINGLED W/ 6" OVERLAP OR

INSTALLED WITH BUTT JOINT

3' -6

" M

IN

IM

U

M

1% MIN.

FACE OF BUILDING

6" PVC PIPE

FINISH GRADE

4"

AS SHOWN ON THE PLAN

DOWNSPOUT, COORDINATE LOCATION

WITH ARCHITECTURAL PLANS

CONCRETE CRADLE, COORDINATE

WITH STRUCTURAL PLANS TO ENSURE

NO CONFLICTS EXIST WITH FOOTING(S)

3'-0"

8"

24" MINIMUM

INSIDE DIAMETER

8" THICK, 6' X 6'

CONCRETE

COLLAR

PAVEMENT

DUCTILE IRON GRATE AND

FRAME OR SOLID LID AND

FRAME FROM STRUCTURE

MANUFACTURER

STORM DRAIN

PIPE (TYPICAL)

PVC DRAIN BASIN

AS SPECIFIED

6" SUMP DEPTH

BEDDING AS REQUIRED

BY MANUFACTURER

FOR DRAIN BASINS:

GRATE SHALL BE H-20 RATED STANDARD GRATE TO MATCH

STRUCTURE DIAMETER BY STRUCTURE MANUFACTURER.

FOR MANHOLES:

LID SHALL BE STANDARD H-20 RATED SOLID LID TO MATCH

STRUCTURE DIAMETER BY STRUCTURE MANUFACTURER.

WHERE LOCATED

WITHIN PAVEMENT

WHERE LOCATED WITHIN

GRASSED AREAS

S O

3' A

P P

R O

X

GROUND LINE

NON-RISING STEM GATE

VALVE AS SPECIFIED

CAST IRON UPRIGHT INDICATOR

POST-UL LISTED, FM APPROVED

EQUAL TO NIBCO (800-234-0227;

www.nibco.com) MODEL NIP-1AJ

COORDINATE WITH ELECTRICAL

PLANS TO PROVIDE SYSTEM

SENSOR SUPERVISORY SWITCH.

12" (TYP.)

2'-0" SQ. (TYP.)

FINISHED GRADE

CLEANOUT RING WITH SOLID

LID AS MANUFACTURED BY

DEETER FOUNDRY, INC. NO.

1813 OR APPROVED EQUAL

TURF OR PAVEMENT (SEE PLANS)

CONCRETE CRADLE

DOUBLE BELL*

6" PIPE (TYPICAL)

CUT OFF BELL OF WYE FITTING

PLACE CONCRETE COLLAR

AROUND JOINT

FLOW

4"

* DOUBLE BELL SECTION CAN BE

OMITTED AND A CONCRETE

COLLAR USED TO CONNECT WYES.

SAW JOINT 1/4" X 1-1/8" MIN.

6"

T

5'-0" MIN. TYP

T

SEALING FILLER EXIST.

CONC. PAVEMENT

6'-0" LONG PRECAST

REINFORCED CONCRETE. USE (2)

#4 REBAR, EMBEDDED 18" & SET

1" BELOW & GROUTED OVER TOP

OF WHEEL STOP.

7 1/2"

1/

2"

WRAP THE TRUNK TO THE HEIGHT OF THE

FIRST BRANCH WITH 2 PLY TREE

WRAPPING PAPER AND SECURE WITH

STRETCHABLE PLASTIC ELECTRICIANS

TAPE OR SISAL YARN AT TOP AND BOTTOM

OF ALL FLOWERING TREES AND ALL

DECIDUOUS TREES OVER 1 1/4" CALIPER.

HOSE STRAP SHALL BE LOCATED

ABOVE THE FIRST BRANCH AS

SHOWN -TYPICAL

2 - NO. 14 SOFT GALVANIZED

WIRE TIES

SAFETY FLAGGING

MULCH, SEE SPECIFICATIONS

2-1 5/8" X 1 5/8" X 18" WOOD

POSTS DRIVEN INTO GROUND

MULCH, SEE

SPECIFICATIONS

DO NOT PRUNE OR DAMAGE TIP

OF TREE

1'-0"

MIN

1'-0"

MIN

4'-0" MIN

1'-0"

MIN

6"

3" -4

PARKING

RESERVED

VAN

ACCESSIBLE

2 1/2" SQUARE SIGN POST

UNDISTURBED EARTH

2' -6

" M

IN

IM

U

M

TOP OF SLAB/GRADE

VAN ACCESSIBLE SIGN

(WHERE REQUIRED)

1'-0"

1' -6

5'

-3

SIGN, THIS SIDE OF POST ONLY

3/8" DIA. BOLT & NUT (TYPICAL)

6" 2"

NOTE:

SIGNS SHALL BE CONSTRUCTED OF

0.080" HEAVY GAUGE ALUMINUM

WITH ENGINEER GRADE

REFLECTIVE SURFACE. THE

RESERVED PARKING SIGN SHALL

HAVE GREEN LETTERING AND

BORDER ON A WHITE BACKGROUND

WITH A WHITE SYMBOL OF

ACCESSIBILITY ON A BLUE

BACKGROUND. THE VAN

ACCESSIBLE SIGN SHALL HAVE

GREEN LETTERING AND BORDER

ON A WHITE BACKGROUND OR

WHITE LETTERING AND BORDER ON

A BLUE BACKGROUND.

EDGE OF PAVING

PAINTED UNIVERSAL SYMBOL

4" WIDE PAINT STRIPES @ 2'-0" O.C.

ACCESSIBLE PARKING SIGN

SEE

PLANS

SEE

PLANS

4' -0

" M A

X

1' -6

M

IN

1-41

2" PUMPER

CONNECTION

2-21

2" HOSE

CONNECTION

4 SQ. FOOT

THRUST BLOCK

GROUND LINE OR

PAVEMENT SURFACE

ADJUSTABLE

VALVE BOX

PROVIDE FOR PROPER

DRAINAGE OF HYDRANT

BARREL. KEEP WEEP

HOLES OPEN

15" X 15" X 6"

CONCRETE BLOCK

6" HYDRANT SHUT OFF

VALVE AND BOX

NEW 6" PIPE

~C OF WATER

MAIN

7 CUBIC FEET OF

CRUSHED ROCK

NOTE:

ALL CONNECTIONS SHALL BE

RESTRAINED DUCTILE IRON PIPE JOINTS

AutoCAD SHX Text

1 1/2" GALVANIZED STEEL PIPE TYP

AutoCAD SHX Text PROVIDE CAST-IN SLEEVES FOR GUARDRAIL POSTS, GROUT FILL AND INSTALL SLIP CAP PER MANUFACTURER, TYP

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CONCRETE SIDEWALK

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SCOURSTOP EROSION CONTROL MAT

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NO SCALE

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DOWNSPOUT CONNECTION

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NO SCALE

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PVC MANHOLE/DRAIN BASIN

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NO SCALE

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POST INDICATOR VALVE

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NO SCALE

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DOUBLE CLEANOUT

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NO SCALE

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THICKENED EDGE

AutoCAD SHX Text

NO SCALE

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PRE-CAST CONCRETE WHEEL STOP

AutoCAD SHX Text

NO SCALE

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HANDRAIL WITH VERTICAL POSTS

AutoCAD SHX Text

SCALE: 3/4"=1'-0"

AutoCAD SHX Text

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TREE PLANTING

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NO SCALE

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ACCESSIBLE PARKING SIGN

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NO SCALE

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ACCESSIBLE PARKING STALLS

AutoCAD SHX Text

NO SCALE

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TYPICAL FIRE HYDRANT SETTING

NO SCALE

REVISION

New

SHEET _1 of _1

7030.206

CURB RAMPS…