B08_Attach_2b_NOCA_156728_100__CD_Drawings_Part2.pdf

38 1416/19/23

175004

39 1416/19/23

40 1416/19/23

41 1416/19/23

42 1416/19/23

DOUBLE GATE

ROLLING GATE

43 1416/19/23

SHEET 2 OF 2 SHEETS

6/11/14

44 1416/19/23

VTC

45 1416/19/23

TEST COCK #1

46 1416/19/23

47 1416/19/23

48 1416/19/23

49 1416/19/23

P5 S1

C1 S1

P1 S1

P3 P2

C1 S1

P2 P2

C2 S1

C2 S1

P4 P4

O1 O2

O5 O6

O3 O4

P4 O5 O6

O4

O5 O6

O4

O5 O6

P1 P5 S1

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

E

W

W T

P .r v t

/1

/2

:3 :1

P

M

E601 156728

DUCTBANK SCHEDULEC. BOOTH

M. GARRETT

R.D. CLARK 02-

NOTE: ALL DUCT BANKS AND UNDERGROUND CONDUITS SHALL COMPLY WITH DETAIL 1 ON 04-E501, INCLUDING CONCRETE ENCASEMENT.

O6

PER MANUFACTURER

REQUIRMENTS, MIN 2"

PVC

MULTILPE

PROVIDE PER MANUFACTURER REQUIREMENTS. SUBMIT CONDUCTOR DERATING AND

CONDUIT FILL WITH ORENCO SUBMITTAL. INCREASE CONDUCTOR SIZE BASED ON DERATING

CALCULATED IN SUBMITTAL. DO NOT EXCEED NEC ALLOWED CONDUIT FILL.

O5

PER MANUFACTURER

REQUIRMENTS, MIN 2"

PVC

MULTILPE

PROVIDE PER MANUFACTURER REQUIREMENTS. SUBMIT CONDUCTOR DERATING AND

CONDUIT FILL WITH ORENCO SUBMITTAL. INCREASE CONDUCTOR SIZE BASED ON DERATING

CALCULATED IN SUBMITTAL. DO NOT EXCEED NEC ALLOWED CONDUIT FILL.

O4

PER MANUFACTURER

REQUIRMENTS, MIN 2"

PVC

FAN-5241

PROVIDE PER MANUFACTURER REQUIREMENTS. SUBMIT CONDUCTOR DERATING AND

CONDUIT FILL WITH ORENCO SUBMITTAL. INCREASE CONDUCTOR SIZE BASED ON DERATING

CALCULATED IN SUBMITTAL. DO NOT EXCEED NEC ALLOWED CONDUIT FILL.

O3

PER MANUFACTURER

REQUIRMENTS, MIN 2"

PVC

MULTILPE

PROVIDE PER MANUFACTURER REQUIREMENTS. SUBMIT CONDUCTOR DERATING AND

CONDUIT FILL WITH ORENCO SUBMITTAL. INCREASE CONDUCTOR SIZE BASED ON DERATING

CALCULATED IN SUBMITTAL. DO NOT EXCEED NEC ALLOWED CONDUIT FILL.

O2

PER MANUFACTURER

REQUIRMENTS, MIN 2"

PVC

MULTILPE

PROVIDE PER MANUFACTURER REQUIREMENTS. SUBMIT CONDUCTOR DERATING AND

CONDUIT FILL WITH ORENCO SUBMITTAL. INCREASE CONDUCTOR SIZE BASED ON DERATING

CALCULATED IN SUBMITTAL. DO NOT EXCEED NEC ALLOWED CONDUIT FILL.

O1

PER MANUFACTURER

REQUIRMENTS, MIN 2"

PVC

MULTILPE

PROVIDE PER MANUFACTURER REQUIREMENTS. SUBMIT CONDUCTOR DERATING AND

CONDUIT FILL WITH ORENCO SUBMITTAL. INCREASE CONDUCTOR SIZE BASED ON DERATING

CALCULATED IN SUBMITTAL. DO NOT EXCEED NEC ALLOWED CONDUIT FILL.

C2 4" PVC MULTILPE

CONTROLS FROM WWTP TO SNOW STRUCTURE HANDHOLE. SUBMIT CONDUIT FILL

CALCULATION WITH ORENCO SUBMITTAL. DO NOT EXCEED NEC ALLOWED CONDUIT FILL.

C1 4" PVC MULTIPLE CONTROLS FROM WWTP TO DRAINFIELD

S1 4" PVC N/A SPARE

P5 4" PVC LP3:25 DRAINFIELD OUTLET

P4 2" PVC LP3:8 SNOW STRUCTURE LIGHTING AND OUTLET

P3 4" PVC LP3:8 SNOW STRUCTURE LIGHTING AND OUTLET

P2 4" PVC MULTIPLE

ORENCO POWER FROM ORENCO PANEL TO SNOW STRUCTURE HANDHOLE. SUBMIT

CONDUCTOR DERATING AND CONDUIT FILL WITH ORENCO SUBMITTAL. INCREASE

CONDUCTOR SIZE BASED ON DERATING CALCULATED IN SUBMITTAL, IN NO CASE SHALL

CONDUCTORS BE SMALLER THAN #10AWG. DO NOT EXCEED NEC ALLOWED CONDUIT FILL.

P1 4" PVC N/A

POWER FROM UTILITY METER AND DISCONNECT PEDESTAL TO SERVICE ENTRANCE RATED

ATS

CONDUIT

NUMBER

SIZE & TYPE CIRCUIT NUMBER REMARKS

DUCT BANK SCHEDULE

NOT TO SCALE03-E101

DUCTBANK FF

NOT TO SCALE03-E101

DUCTBANK GG

NOT TO SCALE03-E101

DUCTBANK HH

NOT TO SCALE03-E101

DUCTBANK DD

NOT TO SCALE02-E101

DUCTBANK AA

NOT TO SCALE02-E101

B DUCTBANK B

NOT TO SCALE02-E101

C DUCTBANK C

NOT TO SCALE03-E101

DUCTBANK EE

50 1416/19/23

51 1416/19/23

4" DRAIN (TYP, BURIED)

EXISTING SLUDGE

DRYING BEDS

EXISTING

AEROBIC

DIGESTER

EXISTING

AEROBIC

DIGESTER

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OF

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

X

W

W T

P .r v t

/1

/2

:5 :5

P

M

X501

NORTH CASCADES NATIONAL PARK

156728

SITE WORK DEMO DETAILSJ. GUZMAN

K. GREER

J. HILL

-03-

NOT TO SCALE-

IMAGE2

NOT TO SCALE-

IMAGE1

A. ALL EXISTING ELECTRICAL WIRING AND

SYSTEMS ASSOCIATED WITH THE

EXISTING AEROBIC DIGESTER TO BE

REMOVED.

B. COORDINATE DEMOLITION TIMING TO

ALLOW FOR CONTINUED OPERATION OF

EXISTING TREATMENT SYSTEM. SEE

SPECIFICATION 01 11 00 AND SHEETS 00-

G101 THROUGH 00-G104.

C. SEE SPECIFICATION 01 74 19 FOR

RECYCLING OR REUSING DEMOLISHED

CONCRETE.

GENERAL NOTES

1 REMOVE AND DISPOSE OF

ROTARY LOBE BLOWER AND ALL

ASSOCIATED APPURTENANCES

AND EQUIPMENT, INCLUDING AIR

PIPING AND DIFFUSERS WITHIN

THE DIGESTER.

2 REMOVE AND DISPOSE OF 8-IN

PLUG VALVE, DOWNSTREAM

PIPING, AND ASSOCIATED

WATER LINES. SEAL TANK

PENETRATION WITH BLIND

FLANGE DOWNSTREAM OF

TANK. SEAL WALKWAY SLAB

AND WALL PENETRATIONS.

3 DEMOLISH 5-IN THICK

CONCRETE ROOF OF TANK.

REINFORCEMENT IS #4 AT

1-FT-6-IN BY #4 AT 6-IN. REMOVE

AND DISPOSE OF LADDER

RUNGS WITHIN TANK.

4 REMOVE AND DISPOSE OF ALL

DRYING BEDS IN ACCORDANCE

WITH WASHINGTON

DEPARTMENT OF ECOLOGY

REQUIREMENTS AS REQUIRED

TO PERFORM NEW WORK,

DEMOLISH AND CAP ANY BURIED

PIPING ENCOUNTERED. FLOOR

OF DRYING BEDS CONSISTS OF

4-IN THICK CONCRETE

REINFORCED WITH WWF.

5 ALL SALVAGE ITEMS WILL BE

STORED WITHIN CONNEX

CONTAINER. CONTRACTOR TO

RELOCATE CONNEX CONTAINER

CONTAINING SALVAGE ITEMS TO

MAINTENANCE AREA WITHIN

STEHEKIN AS DIRECTED BY CO.

6 REMOVE AND DISPOSE OF

ABANDONED LAB AND ALL

UTILITY CONNECTIONS.

7 DIG OUT, REMOVE, AND

DISPOSE OF BURIED SEPTIC

TANK.

8 REPAIR ANY EXPOSED REBAR

FOLLOWING PAD DEMOLITION

PER STRUCTURAL DETAILS.

9 REMOVE EXISTING SIDEWALK

AND REPLACE ONCE SITE WORK

IS COMPLETE.

KEY NOTES X

NOT TO SCALE-

IMAGE3

52 1416/19/23

C E F G

2'-0" 21'-6" 2'-0"

25'-6"

DB

25'-6"

1'-0"

3'-0" 19'-6" 2'-0"

1'-0" 1'-0"

03-S102

04-S101

PRE ANOXIC TANKS

23'-6"

A

03-S104

/4

/4

PRIMARY TANKS

RTF TANKS

EXISTING

WWTP BUILDING

POST EQ TANK

PRE-

EQUALIZATION

TANK (BELOW)

ASCALE 3/16" = 1'-0"

4 0 4 128

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

S

W

W T

P .r v t

/1

/2

:1

:4

P M

S101 156728

WWTP YARD OVERALL

FOUNDATION PLAN

J. CORONADO

C. MULDERICK

R. NELSON 03-

A. COORDINATE THIS PLAN WITH

PROCESS AND CIVIL PLANS.

B. SUBGRADE PREPARATION PER

GEOTECHNICAL REPORT AND

SPECIFICATION 31 23 00.

C. PRE-ENGINEERED BUILDING

DESIGN GOVERENED PER

SPECIFICATION 13 34 19.

GENERAL NOTES

06/19/2023 53 1416/19/23

B

03-S301

B

78' - 4"

1' - 0"23' - 3"21' - 0"32' - 1"1' - 0"

A

03-S301

24" THICK, 4' x 4'

FOOTING, TYP

RTF TANK #5RTF TANK #4RTF TANK #1RTF TANK #3RTF TANK #2

PRE-ANOXIC

TANK #2

PRE-ANOXIC

TANK #1

2' - 0" 6"

53' - 0"

1' - 3"

18' - 0"

1' - 7"

1' - 9"

1' - 9"

A

2 2 2

3 3 3

"8

6BUILDING

LINE

BUILDING

LINE

TYP OF 8

7TYP

BELOW

T

Y P

PEMB FRAME REACTIONS USED FOR

FOUNDATION DESIGN*:

PDL = 6.7 KIPS

PLL = 55.6 KIPS

PWL = 8.09 KIPS, -8.84 KIPS

VX = 5.90 KIPS

VY = 4.80 KIPS

"P" REACTIONS ACT VERTICALLY ON

PILASTER AND FOUNDATION.

"V" REACTIONS ACT HORIZONTALLY

ON PILASTER AND FOUNDATION

SHEAR REACTIONS ACT

SIMULTANEOUSLY.

PWL: POSITIVE VALUES ARE ACTING

DOWNWARD, NEGATIVE VALUES

ARE ACTING UPWARD.

* REACTIONS SHALL BE PROVIDED BY

METAL BUILDING MANUFACTURER

AND REVIEWED FOR ACCEPTANCE

BY CONTRACTING OFFICER.

Y

X

ASCALE 1/4" = 1'-0"

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

S

W

W T

P .r v t

/1

/2

:1

:4

P M

S102 156728

WWTP YARD SNOW

PROTECTION CANOPY

FOUNDATION PLAN

J. CORONADO

C. MULDERICK

R. NELSON 03-

A. COORDINATE THIS PLAN WITH PROCESS AND

CIVIL PLANS.

B. SUBGRADE PREPARATION PER GEOTECHNICAL

REPORT AND SPECIFICATION 31 23 00.

C. PRE-ENGINEERED BUILDING DESIGN

GOVERENED PER SPECIFICATION 13 34 19.

D.

1 SEE SECTION B/03-S301 FOR SLAB

DIMENSIONS AND REINFORCEMENT. TOP OF

CONC SLAB ELEV: 1166.20

2 REFER TO FOOTING DETAIL ON 03-S501.

TOP OF FOOTING ELEV: 1158.13.

3 2'-0" SQ PILASTER, SEE DETAIL 1/03-S501

FOR REINFORCING. TOP OF CONCRETE

ELEV: 1166.20.

4 8" THICK CONCRETE PAD. TOP OF CONC

ELEV: 1150.83. SEE SECTION B/03-S301 FOR

SEQUENCE OF CONCRETE PLACEMENT

WITH RTF TANKS.

5 BASE PLATE AND ANCHORAGE BY PEMB

DESIGNER.

6 REFER TO FOOTING DETAIL ON 03-S501.

TOP OF FOOTING ELEV: 1150.83.

7 ACCESS HATCHES, SEE 03-D101.

KEY NOTES X

GENERAL NOTES

06/19/2023 54 1416/19/23

B

S L O

P E

A

77' - 6"

10" 32' - 1" 21' - 0" 23' - 3" 4"

1 1

ASCALE 1/4" = 1'-0"

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

S

W

W T

P .r v t

/1

/2

:1

:4

P M

S103 156728

WWTP YARD SNOW

PROTECTION CANOPY

ROOF PLAN

J. CORONADO

C. MULDERICK

R. NELSON 03-

A. COORDINATE THIS PLAN WITH

PROCESS PLANS.

B. PRE-ENGINEERED BUILDING DESIGN

GOVERENED PER SPECIFICATION

13 34 19. REFER TO PRE-ENGINEERED

BUILDING SUBMITTAL FOR FRAMING

CONNECTIONS.

1 RIGID FRAME (LRFS).

2 HORIZONTAL X-BRACING (LRFS).

3 ROOF PURLINS.

KEY NOTES X

GENERAL NOTES

06/19/2023 55 1416/19/23

D

03-S302

B

03-S302

E

Q R

IS

E

R S

T

/4

21'-0"

4' - 2" 11' - 0"

15' - 2"

5' - 6" 4' - 0" 1' - 6"

A

03-S302

C

03-S302

PRIMARY TANK

(BELOW)

PRIMARY TANK

(BELOW)

E

03-S302

POST-EQUALIZATION

TANK

1'-0" TYP

5TYP

ASCALE 3/8" = 1'-0"

2 0 2 64

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

S

W

W T

P .r v t

/1

/2

:1

:4

P M

S104 156728

WWTP YARD

POST-EQUALIZATION TANK

J. CORONADO

C. MULDERICK

R. NELSON 03-

A. COORDINATE THIS PLAN WITH

PROCESS AND CIVIL PLANS.

B. SUBGRADE PREPARATION PER

GEOTECHNICAL REPORT AND

SPECIFICATION 31 23 00.

C. ALUMINUM STAIR AND PLATFORM

DESIGNED GOVERENED PER

SPECIFICATION 05 50 00.

1 NEW 12" CONCRETE SLAB, REINF W/

#5 @ 12" EACH WAY, TOP AND

BOTTOM. PLACE SHORT BARS ON

OUTER LAYERS OF SLAB.

2 48"x48" HATCH PER SPECIFICATION 08 31 00.

3 SURFACE PREP TANK AND SEAL ALL

INTERIOR SURFACES PER

SPECIFICATION 09 96 00.

4 CONCRETE SLAB OVER PRIMARY

AND PRE-ANOXIC TANKS, REFER TO

CIVIL SHEET 02-C506 FOR EXTENTS,

LOCATION, AND DETAILS.

5 ACCESS HATCHES, SEE 03-D101.

6 TANK VENT, SEE DETAIL 4/00-D503.

CENTER ALONG THE E-W SLAB

DIMENSION.

KEY NOTES X

GENERAL NOTES

06/19/2023 56 1416/19/23

2 10

03-S501

03-S501

5 8

CONCRETE PAD OVER PRIMARY AND

PRE-ANOXIC TANKS. REFER TO CIVIL

FOR SLAB DESIGN AND BOLLARDS.

4'-0"

2'-0"

2'-0"

2'-0"

4'-0"2

2'-0"1

4'-0"

2'-0"

21'-7"

2'-0"

4'-7"

RTF TANK #5 RTF TANK #4 RTF TANK #3 RTF TANK #2 RTF TANK #1

PRE-ANOXIC

TANK #2

B

SIM

03-S501

A

TOC

EL 1163.20

FINISHED GRADE

SEE 02-C402

TOS

EL 1181.33

HIGH SIDE FRAME

EL 1181.33

TOS

EL 1175.29

LOW SIDE FRAME

EL 1175.29

RTF TANK

ASCALE 1/4" = 1'-0"

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

S

W

W T

P .r v t

/1

/2

:3

:2

A

M

S301 156728

WWTP YARD SNOW

PROTECTION CANOPY

SECTIONS 1

J. CORONADO

C. MULDERICK

R. NELSON 03-

SCALE A03-S102

B CANOPY FOUNDATION SECTION

SCALE A03-S102

A CANOPY FOUNDATION SECTION

TANK BASE SLAB CONSTRUCTION SEQUENCE:

1. EXCAVATE TO LOWER TANK SLAB

ELEVATION. COMPACT SUBGRADE.

2. PLACE 8" BASE CONCRETE SLABS BELOW

TANKS.

3. PLACE TANKS WITH ANTI-BUOYANCY TUBE

FRAMES ON LOWER SLAB.

4. PLACE PERIMETER FOOTING PADS AND

UPPER SLAB OVER FRAMING TUBES

BETWEEN TANKS AND PERIMETERS.

5. PLACE PILASTERS CONCRETE UP TO FRAME

BASE ELEVATION.

06/19/2023 57 1416/19/23

TOP OF TANK

1175.70

03-S502

TOP OF TANK

EL 1175.70

FLUSH STAIR LANDING

TO TOP OF SLAB

TOP OF TANK

1175.70

5'-0"

TOP OF TANK

EL 1175.70

FIELD VERIFY STRINGER

ANCHOR LOCATIONS

TOP OF TANK

1175.70

TOP OF TANK

EL 1175.70

POST-EQUALIZATION

TANK

TOP OF TANK

1175.70

TOP OF TANK

EL 1175.70

TYP

POST-EQUALIZATION

TANK

PRIMARY TANKPRIMARY TANK

TOS

EL 1150.39

DRY BED FND

EL 1150.39

TOS

EL 1163.00

ASCALE 3/8" = 1'-0"

2 0 2 64

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

S

W

W T

P .r v t

/1

/2

:1

:4

P M

S302 156728

WWTP YARD

POST-EQUALIZATION TANK

SECTIONS 2

J. CORONADO

C. MULDERICK

R. NELSON 03-

SCALE A03-S302

A SECTION

SCALE A03-S302

B SECTION

SCALE A03-S104

D SECTION

SCALE A03-S302

C SECTION

A. COORDINATE THIS PLAN WITH

PROCESS AND CIVIL PLANS.

B. ALUMINUM STAIR AND PLATFORM

DESIGNED GOVERENED PER

SPECIFICATION 05 50 00.

1 CONC SLAB PER PLAN.

2 ALUMINUM GUARDRAIL PER

SPECIFICATION 05 52 46.

3 REHABILITATE INTERIOR SURFACE

AND COAT INTERIOR PER

SPECIFICATION 03 35 00.

4 CONCRETE SLAB OVER PRIMARY

AND PRE-ANOXIC TANKS, SEE

02-C506.

5 8" TANK SLABS SIM TO DETAIL

2/03-S501 IN A TWO POUR

SEQUENCE.

SCALE A03-S302

E SECTION

KEY NOTES X

GENERAL NOTES

06/19/2023 58 1416/19/23

8" CONC SLAB

REINF W/ #5 @ 8" EA WAY,

PLACED MID-DEPTH

RTF TANKS PER

PROCESS. ENCASE

PROJECTED FRAME

IN SLAB

RTF TANKS PER

PROCESS. ENCASE

PROJECTED FRAME

IN SLAB

LEAVE SURFACE ROUGHENED

FOR SECOND POUR PLACEMENT

8" CONCRETE SLAB ALONG

THE PERIMETER OF THE

TANKS. REINF W/ #5 @ 8" EA

WAY, PLACED MID-DEPTH

BACKFILL BETWEEN

TANKS PER SPEC 31 23 00

HSS FRAME BRACKET,

TYPICAL, BY TANK

SUPPLIER

BUILDING FRAME ANCHORAGE:

ANCHOR RODS DESIGNED BY

PEMB MANUFACTURER. CAST

RODS USING BOLTING

TEMPLATE PROVIDED BY

PEMB MANUFACTURER

TYPICAL PILASTER:

24" SQUARE PILASTER W/ (10) #7

DOWELS AND VERTS, #4 TIES AT

12". TIGHTEN SPACING OF TIES TO

4" AT THE TOP 1'-0 OF THE

PILASTER

TYPICAL FOOTING:

24" THICK, 5'-0" x 5'-0"

FOOTING. REINF W/

#6 @ 9" EW, EA FACE

L A

P L d

TOC

EL 1166.20SEE PLAN

RE: CIVIL FOR

GRAD ELEV

TOC

TOC

EL 1158.13

TOC

SEE PLAN

ASCALE 1" = 1'-0"

1 0 1 2

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

S

W

W T

P .r v t

/1

/2

:1

:4

P M

S501 156728

WWTP YARD SNOW

PROTECTION CANOPY

DETAILS 1

J. CORONADO

C. MULDERICK

R. NELSON 03-

SCALE A03-S301

2 DETAIL

SCALE A03-S301

1 DETAIL

06/19/2023 59 1416/19/23

3/8" STITCH PL

@ 1/3 POINTS

BOLT TO L3x3

2-L3 1/2x3 1/2x3/8 BRACE

PRECAST OR

CONC WALL

WF8x8.32

C12x8.64

STRINGERS

(MIN) TYP

ALUMINUM

TREAD

L6x4x3/8

WP @

WF8

NOTES:

1. ALL METAL IS ALUMINUM UNLESS NOTED OTHERWISE.

2. SEE ARCH DRAWINGS FOR RAILINGS.

SEE

NOTE 4

SEE

NOTE 4

6 KIP

(SERVICE)

SEE ARCH 6"

6 KIP

(SERVICE)

3"

03-S502

03-S502

03-S502

03-S502

DIAGONAL

BRACE

4-3/4" DIA SST ADHESIVE

ANCHORS @ 5" GAGE

FACE OF

PRECAST OR

CONC WALL

ALUM 2-L4x4x3/8x0'-9"

(BENT PL @ SKEWED CONN)

ALUM BEAM-

TRIM BOTTOM

FLANGE AS REQD

2-3/4" DIA

ALUM BOLTS

2"

1"

PERPENDUCULAR

M

IN

2" 6"

CONC WALL

GRATING OR PLANKING

WHERE OCCURS

SEE PLAN

ALUM CHANNEL OR BEAM

TRIM FLANGES AS REQD

2-3/4" DIA SST

ADHESIVE

ANCHORS

PARALLEL

NOTES:

1. COAT ALL ALUMINAUM SURFACES IN CONTACT WITH CONCRETE

PER SPECIFICATION 09 96 00

ALUM

PL 3/8

DIAGONAL BRACE

W/2-3/4" DIA

ALUM BOLTS

3/16

WF8

2"

3"2"

2" T

Y P

NOTES:

1. COAT ALL ALUMINUM SURFACES IN CONTACT

WITH CONCRETE PER SPECIFICATION 09 96 00.

2. FOR ADDITIONAL INFORMATION SEE 1/03-S502.

NOTES:

1. FOR ADDITIONAL INFORMATION, SEE 1/03-S502.

ALUM

PL 3/8

3/16

DIAGONAL

BRACE

4-3/4" DIA SST

ADHESIVE ANCHORS

@ 5" GAGE

FACE OF

PRECAST OR

CONC WALL

ALUM PL

3/8x8x1'-1"

WF8

1/4

ALUM

L6x4x3/8 LLV

C12

STRINGER

2-3/4" DIA

ALUM BOLTS

GUSSET PL

3/8x3x0'-5"

3 1/2"

GAGE

BSCALE

ASCALE

SCALE OF INCHES

12 6 12 1-1/2" = 1'-0"

3/4" = 1'-0"

SCALE OF FEET

0 1 2 3

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

S

W

W T

P .r v t

/1

/2

:1

:4

P M

S502 156728

WWTP YARD

POST-EQUALIZATION TANK

DETAILS 2

J. CORONADO

C. MULDERICK

R. NELSON 03-

SCALE A03-S502

1 MTL-STAIR SUPPORT

SCALE B03-S502

2 ALUM BEAM TO WALL CONNECTION

SCALE B03-S502

3 ALUM BRACE CONNECTION

SCALE B03-S502

4 ALUM BRACE TO WALL CONNECTION

SCALE B03-S502

5 ALUM STRINGER CONNECTION

06/19/2023 60 1416/19/23

-A

-A

-A

-A

A

03-A301

A

03-A301

SNOW

CANOPY

B

03-A301

B

03-A301

25810

A

B

502435

1'-0"23'-3"21'-0"32'-1"1'-0"

ASCALE 1/4" = 1'-0"

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

A

W

W T

P .r v t

/1

/2

:5

:5

P M

A101 156728

SNOW PROTECTION

CANOPY GROUND LEVEL

FLOOR PLAN

S. KENNY

M. LAMBERT

S. KENNY 03-

GENERAL NOTES

22 RIGID FRAME

24 FACTORY FINISH METAL WALL

PANEL

35 PREFINISHED METAL LINER

PANEL

48 CONCRETE SLAB; SEE 02-C506

49 PROCESS EQUIPMENT; SEE

03-D101

50 CONCRETE PILASTER; SEE

03-S102

KEY NOTES X

A. PROVIDE IN-WALL BLOCKING IN NEW AND EXISTING

WALLS FOR WALL-MOUNTED ITEMS, INCLUDING

CABINETS, SHELVING, TOILET & BATH ACCESSORIES, &

SIMILAR ITEMS. BLOCKING FOR WALL STOPS SHALL BE

REQUIRED IN NEW WALLS ONLY. FOR BLOCKING AND

FRAMING DETAILS SEE 04-503.

B. VERIFY MECHANICAL AND ELECTRICAL DRAWINGS FOR

SCOPE AND INTERFACE. CONTRACTOR TO COORDINATE

LOCATION FOR ALL MECHANICAL AND ELECTRICAL ITEMS

WITH GENERAL CONSTRUCTION. REVIEW ANY

DISCREPANCIES WITH THE CO PRIOR TO INSTALLATION

AND/OR FABRICATION.

C. CONTRACTOR TO REPAIR AND PATCH EXISTING ITEMS,

SUBSTRATES, COATINGS, FINISHES BUILDING MATERIALS,

ETC. DAMAGED BY CONSTRUCTION ACTIVITY TO LIKE

NEW CONDITION.

61 1416/19/23

A

03-A301

A

03-A301

77'-8"

B

03-A301

:1

D

N

ASCALE 1/4" = 1'-0"

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

A

W

W T

P .r v t

/1

/2

:5

:0

P M

A102 156728

SNOW PROTECTION

CANOPY ROOF PLAN

S. KENNY

M. LAMBERT

S. KENNY 03-

8 STANDING SEAM METAL

ROOFING

9 FACTORY FINISH METAL FASCIA

12 SNOW GUARDS TYPICAL

25 EDGE TRIM

KEY NOTES X

62 1416/19/23

STANDING SEAM METAL

ROOFING

FACTORY FINISH METAL

FASCIA

RIGID FRAME

PROCESS TANK; SEE

PROCESS

FACTORY FINISH METAL

WALL PANEL

LIGHT FIXTURE; SEE

ELECTRICAL

CONCRETE PILASTER; SEE

STRUCTURAL

GRADE VARIES; SEE CIVIL

SNOW GUARDS TYPICAL

BOTTOM OF PANEL

1163.70

CANOPY CLEAR

HEIGHT

1174.37

FACTORY FINISH METAL

FASCIA

RIGID FRAME

PROCESS TANK; SEE

PROCESS

PREFINISHED METAL LINER

PANEL

CONCRETE PILASTER; SEE

STRUCTURAL

GRADE VARIES; SEE CIVIL

LIGHT FIXTURE; SEE

ELECTRICAL

CONCRETE SLAB; SEE

02-C506

BOTTOM OF PANEL

1163.70

CANOPY CLEAR

HEIGHT

1174.37

ASCALE 1/4" = 1'-0"

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

A

W

W T

P .r v t

/1

/2

:5

:0

P M

A201 156728

SNOW PROTECTION

CANOPY EXTERIOR

ELEVATIONS 1

S. KENNY

M. LAMBERT

S. KENNY 03-

SCALE A03-A101

2 EXTERIOR ELEVATION SOUTH

SCALE A03-A101

1 EXTERIOR ELEVATION EAST

63 1416/19/23

STANDING SEAM METAL

ROOFING

FACTORY FINISH METAL

FASCIA

SNOW GUARDS TYPICAL

FACTORY FINISH METAL

WALL PANEL

CONCRETE PILASTER; SEE

STRUCTURAL

GRADE VARIES; SEE CIVIL

BOTTOM OF PANEL

1163.70

CANOPY CLEAR

HEIGHT

1174.37

STANDING SEAM METAL

ROOFING

FACTORY FINISH METAL

FASCIA

FACTORY FINISH METAL

WALL PANEL

GRADE VARIES; SEE CIVIL

CONCRETE PILASTER; SEE

STRUCTURAL

SNOW GUARDS TYPICAL

BOTTOM OF PANEL

1163.70

CANOPY CLEAR

HEIGHT

1174.37

ASCALE 1/4" = 1'-0"

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

A

W

W T

P .r v t

/1

/2

:5

:0

P M

A202 156728

SNOW PROTECTION

CANOPY EXTERIOR

ELEVATIONS 2

S. KENNY

M. LAMBERT

S. KENNY 03-

SCALE A03-A101

1 EXTERIOR ELEVATION NORTH

SCALE A03-A101

2 EXTERIOR ELEVATION WEST

64 1416/19/23

A B

GRADE VARIES; SEE CIVIL

BOTTOM OF PANEL

1163.70

CANOPY CLEAR

HEIGHT

1174.37

03-A301

CONCRETE PILASTER

BEYOND

A

03-A301

A

03-A301

2 5 8 10

GRADE VARIES; SEE CIVIL

BOTTOM OF PANEL

1163.70

CANOPY CLEAR

HEIGHT

1174.37

A

CANOPY CLEAR

HEIGHT

1174.37

BUILDING

STRUCTURE

STANDING SEAM

METAL ROOF PANEL

ROOF PANEL TO

FASCIA FLASHING

FASCIA TRIM

SNOW GUARD

METAL LINER PANEL

BSCALE

ASCALE

SCALE OF INCHES

12 6 12 1-1/2" = 1'-0"

3/16" = 1'-0" 4 0 4 128

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

A

W

W T

P .r v t

/1

/2

:5

:0

P M

A301 156728

SNOW PROTECTION

CANOPY SECTIONS

S. KENNY

M. LAMBERT

S. KENNY 03-SCALE A03-A101

A CANOPY SECTION

SCALE A03-A101

CANOPY SECTIONB

SCALE B03-A301

1 EAVE DETAIL

65 1416/19/23

03-A502

11'-0"

MECHANICALLY FASTENED

ALUMINUM RAILING

FAD-2

DN

RAILING OPENINGS MUST

NOT ALLOW A SPHERE 21

INCHES IN DIAMETER TO

PASS THROUGH

MECHANICALLY FASTENED

ALUMINUM RAILING

CONCRETE TANK LID; SEE STRUCTURAL

DN

2'-10"

ASCALE 3/8" = 1'-0"

2 0 2 64

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

A

W

W T

P .r v t

/1

/2

:5

:0

P M

A501 156728

POST-EQUALIZATION TANK

PLAN

S. KENNY

M. LAMBERT

S. KENNY 03-

SCALE A

1 POST-EQUALIZATION TANK PLAN

66 1416/19/23

T

/4

03-A502

3'-6" 8"

MECHANICALLY FASTENED

ALUMINUM RAILING

DN

JOINT BETWEEN METAL

GRATING AND

CONCRETE TANK LID

TANK SIDE WALK

LEVEL

1166.70

TOP OF TANK

1175.70

5'-0 3/4" 17 T @ 10" = 14'-2"

R

.3

MECHANICALLY FASTENED

ALUMINUM RAILING

STRUCTURAL FRAMING; SEE

STRUCTURAL

NEW CONCRETE TANK LID; SEE STRUCTURAL

CONC STRUCTURE

BASE PLATE

SEE 6/03A502

TOEBOARD

GUARDRAIL

E

Q U

A L

S P

A C

E S

3"

PLAN

ELEVATION

TREAD

DEPTH

UP

BASE PLATE

SEE 6/03A502

METAL STAIRS

SEE STRUCTURAL

HANDRAIL

GUARDRAIL

GUARDRAIL

HANDRAIL

RETURN HANDRAIL

TO GUARDRAIL

" 3

E Q

U A

L

E Q

U A

L

1'-0"

C L

ELEVATION

PLAN

DOWN

METAL STAIRS

SEE STRUCTURAL

BASE PLATE

SEE 6/03A502

HANDRAIL

GUARDRAIL

GUARDRAIL

RETURN HANDRAIL

TO GUARDRAILGUARDRAIL

HANDRAIL

E Q

U A

L

E Q

U A

L

1'-0" 4

/2

/2

1'-0"

TOE BOARD BEYOND

PLAN VIEW SIDE VIEW

VERTICAL POST

VOID SPACE

VERTICAL POST

THREADED

ANCHORS

ASCALE 1/2" = 1'-0"

2 0 2 4

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

A

W

W T

P .r v t

/1

/2

:5

:0

P M

A502 156728

TANK STAIR PLAN &

SECTION

S. KENNY

M. LAMBERT

S. KENNY 03-

SCALE A03-A501

1 TANK STAIR ENLARGED PLAN

SCALE A03-A502

2 POST-EQUALIZATION TANK STAIR SECTION

SCALE A

3 GUARDRAIL ON CONCRETE STRUCTURE

SCALE A

4 STAIR RAIL BOTTOM ON METAL STAIR

SCALE A

5 STAIR RAIL TOP

SCALE A

6 BASEPLATE DETAIL

67 1416/19/23

UP

C

03-D302

6"-SI

6"-SI

4"-AE

6"-AE

04-D102

4"-AE

A

03-D301

D

03-D302

E

03-D302

03-D302

2"-SR

2"-AR

4"-EFF

4"-EFF

TK-4111

TK-4211

TK-5511

TK-5411

TK-5111

TK-5311

TK-5211

TK-4411 TK-4311

SEE 02-C103

FOR CONTINUATION

FAN-5541

FAN-5241

SNOW

CANOPY

WITHIN BOX

1'-0" 10'-0" 2'-0" 10'-0" 1'-0"

11'-0" 21'-0"1'-0"

EXISTING AEROBIC DIGESTER

REPURPOSED AS

POST-EQ TANK

B

03-D301

FTR-6111

6"-SI

4"-SI

6"-SI

6"-VT

F

03-D303

6"-PE

PRIMARY TANKS

6"-PI

4"-AOF

3"-AEQ

RTF TANKS

3"-AEQ

4"-AOF

PRE-ANOXIC TANKS

2"-EFF

2"-EQE

2"-EQE

2"-EQE

4"-FM

02-C501

6"-PE

2"-SR 2"-DW

2"-EFFB

6"-PW

SEE 02-C103

FOR CONTINUATION

4"-FD

2"-SR

LS-1301

BOLLARD (TYP)

WITHIN BOX

SEE 04-D101 FOR

CONTINUATION

FAN-5141

WITHIN BOX

HTR-5142

EXPANSION JOINT (TYP)

EXPANSION JOINT (TYP)

C

03-D302

E

03-D302

B

03-D301

1"-HWS

1"-HWR

F

03-D303

SEE 04-D101 FOR

CONTINUATION

02-C501

1"-LPG

ASCALE 3/16" = 1'-0"

4 0 4 128

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

D

W

W T

P .r v t

/1

/2

:3

:3

P

M

D101 156728

OVERALL PROCESS PLANJ. GUZMAN

K. GREER

J. HILL 03-

1 TRAFFIC-RATED SLAB ABOVE

PRIMARY AND PRE-ANOXIC

TANKS IS TRANSPARENT FOR

CLARITY. SEE 02-C506 FOR SLAB

DESIGN.

2 SEE SECTION 44 31 16 FOR

HEADWORKS ACTIVATED

CARBON ODOR CONTROL

SYSTEM INFORMATION.

3 MANUFACTURER TO INCLUDE

INTEGRAL RISERS ON TANKS

TK-4111 AND TK-4211 FOR EACH

INTERNAL VALVE. SEE CIVIL

DETAIL IN 02 SERIES FOR

TRAFFIC-RATED VALVE BOX

WITHIN SLAB.

4 PUMPS: PMP-4411, PMP-4412

ARE LOCATED WITHIN TANK

TK-4411 AND NOT SHOWN.

5 PUMPS: PMP-5111, PMP-5112,

PMP-5211, PMP-5311, PMP-5411,

PMP-5511, PMP-5611, PMP-5612,

PMP-5613, PMP-5614 ARE

LOCATED WITHIN TANK TK-5111

AND NOT SHOWN.

KEY NOTES X

68 1416/19/23

6"-SI

4"-AE

TK-5511 TK-5411 TK-5111 TK-5311 TK-5211

TK-4311

FAN-5541

FAN-5241

CL 1158.64

CL 1159.24

6"-SI

6"-SI

CL 1158.64

CL 1158.64

6"-PE

CL 1159.24

BOT OF TK-4#11 TANKS

EL 1150.17

BOT OF TK-5#11 TANKS

EL 1157.47

2"-SR

CL 1158.64

2"-SR

CL 1159.54

2"-AR

CL 1159.20

2"-SE

CL 1159.01

6"-PE

CL 1158.96CL 1163.45

CL 1163.45

6"-AEQ

6"-AEQ

3"-AEQ

3"-AEQ

BOLLARD

PEDESTAL

1"-HWS

1"-HWR

CL 1157.72

CL 1157.72

6"-SI

4"-SI

6"-SI6"-SI

4"-AE

CL 1158.64 CL 1158.64

CL 1159.15

CL 1158.64CL 1158.64

6"-AE

CL 1158.28

4"-AOF

CL 1159.98

TK-5511TK-5411TK-5111TK-5311TK-5211

TK-4411

BOT OF TK-4#11 TANKS

EL 1150.17

BOT OF TK-5#11 TANKS

EL 1157.47

2"-AR

CL 1159.20

3"-AEQ

CL 1161.49

3"-AEQ

CL 1161.49

BOLLARD

PEDESTAL

ASCALE 1/4" = 1'-0"

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

D

W

W T

P .r v t

/1

/2

:5

:5

A

M

D301 156728

RTF PROCESS SECTIONS 1J. GUZMAN

K. GREER

J. HILL 03-

SCALE A03-D101

A SECTION

SCALE A03-D101

B SECTION

1 SLOPE PIPE AT 2%.

2 EXPOSED SIDEWALL DEPTH OF

RTF TANK TK-5211 AT NORTH

END.

KEY NOTES X

GENERAL NOTES

A. SEE 03-D602 AND 03-D603

FOR RTF TANK PENETRATION

DIAGRAMS.

69 1416/19/23