WEST FORSYTH HIGH SCHOOL ROOF REPLACEMENT PHASE III Drawings.pdf

PDF 10 MB Posted May 22, 2024

Attached to: West Forsyth Roof Replacement Project
Solicitation number: 260-260-05212024-721526
Issued by: Forsyth County, Winston-Salem City, North Carolina

About this file

Written by GovTribe AI · May 22, 2024

The provided document is a set of drawings related to the West Forsyth High School Roof Replacement Phase III project, a state and local contract opportunity issued by the Winston Salem / Forsyth County Schools in North Carolina. The project involves the roof renovation of the West Forsyth High School located at 1735 Lewisville Clemmons Road, Clemmons, NC, 27012. Sealed bids for this project will be received by the Owner at the Winston Salem Forsyth County Schools Maintenance Facility, 3810 North Liberty Street, Winston Salem, NC, 27105 by 2:00 p.m. on June 6, 2024, at which time the bids will be opened publicly and read aloud. The project is located within the jurisdictions of Forsyth County and the City of Winston-Salem.

The provided document does not contain any information about pricing terms, set asides, incumbents, current environment, funding requirements and sources, or any other salient details beyond the project overview, location, and bid submission details.

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01.10 01.09

01.16

01.17

01.15

01.07

01.14

01.11 01.12

.13

01.24

01.20 01.19

01.18

01.21

.22

.23 02.10

02.09

02.05

02.03 02.04

02.01 02.02

02.08B

01.0501.06

01.04

01.02 01.01

01.03

02.06A

02.07 02.08A

02.14

FOR CONSTRUCTION

- GAS LINE

- ELECTRICAL CONDUIT

- STEAM LINE

- PVC PIPE

LINETYPE LEGEND

COVER SHEET

C-01

VICINITY MAP

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WEST FORSYTH HIGH SCHOOL

ROOF REPLACEMENT PROJECT

PHASE III

STREET ELEVATION

ROOF PLAN

CO-1 COVER SHEET

AP-1 APPENDIX B

R-1 DETAIL PLAN ROOFS 02.01 & 02.02

R-2 DETAIL PLAN ROOFS 02.03, 02.04 & 02.05

R-3 DETAIL PLAN ROOFS 02.06, 02.07 & 02.09

R-4 DETAIL PLAN ROOFS 02.08A, 02.08B 02.10 & 02.14

R-5 ROOF DETAILS

R-6 ROOF DETAILS

R-7 UNDERGROUND PIPING

R-8 HYDRAULIC CALCULATIONS

R-9 UP LIFT

LEGEND

LIST OF DRAWINGS

PLANTING NOTES

· THE CONTRACTOR SHALL REMOVE ANY GRASS IN THE NEW PLANTING BED. ADD 4 INCHES OF MULCH

AND 2 INCHES OF PINE NEEDLES.

· THE CONTRACTOR SHALL SEED ANY DENUDED AREA WITHIN 7 DAYS OF FINAL EARTH MOVING ACTIVITY.

·· SEEDING SPECIFICATIONS

20 POUNDS PER AC OF ANNUAL RYE GRASS

100 POUNDS PER AC OF KY FESCUE GRASS SEED

100 POUNDS PER AC OF 10-10-10 FERTILIZER

100 POUNDS PER AC OF LIME

WHEAT STRAW

WATER THE SEEDED AREAS FOR 7 DAYS.

· THE SEEDING BED SHALL BE PREPARED BY MIXING THE AMENITIES INTO THE TOP 4 INCHES OF THE SOIL AND REMOVING ALL ROCK LARGER THAN ¾”. THE SEED SHALL BE RAKED INTO THE TOP ¼” OF THE SEED

BED AND SPREAD STRAW AND WATER.

CONCRETE MIX -SIDEWALK.

a. CONCRETE 4,000 PSI,

b. 5" SLUMP +/- 1",

c. ¾” WASH STONE,

d. W/FLY ASH (10% max).

e. USE 3 LB. MACRO FIBER, (POLYPROPYLENE) PER CUBIC YARD OR EQUAL.

f. AIR ENTRAINMENT 5%.

g. THE FINISH OF THE CONCRETE SHALL BE BROOM (BROOM ONLY IN ONE

DIRECTION)

CONCRETE SHALL COMPLY WITH ACI-318 CLASSIFICATION F-1.

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DATE: 05/15/2024

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OWNER

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P-1817 1001 LANCASTER AVE. MONROE, NC 28112 704-282-0826

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SEAL

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SHEET TITLE

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PAGE NUMBER

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SOIL VENT

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CURB FAN

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VENT

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HOT STACK

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CURB

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LADDER

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ROOF DRAIN

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SCUTTLE

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SPLASH PAN

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SCUPPER

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SAMPLE

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PENETRATION

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COLLECTOR HD

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SLEEPER

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REMOVE

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DETAIL TARGET

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DETAIL

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DOWN SPOUT

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PHASE 3 ROOF AREAS TO BE REPLACED

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APPENDIX B

AP-1

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GENERAL NOTES

FOR CONSTRUCTION

1. THE APPLICATOR SHALL FOLLOW ALL SAFETY REGULATIONS AS

REQUIRED BY OSHA AND ANY OTHER APPLICABLE AUTHORITY HAVING

JURISDICTION.

2. ONLY AS MUCH OF THE NEW ROOFING AS CAN BE MADE WEATHERTIGHT

EACH DAY, INCLUDING ALL FLASHING AND DETAIL WORK, SHALL BE

INSTALLED. ALL SEAMS SHALL BE HEAT WELDED BEFORE LEAVING THE

JOB SITE THAT DAY.

3. ALL WORK SHALL BE SCHEDULED AND EXECUTED WITHOUT EXPOSING

THE INTERIOR BUILDING AREAS TO THE EFFECTS OF INCLEMENT

WEATHER. THE EXISTING BUILDING AND ITS CONTENTS SHALL BE

PROTECTED AGAINST ALL RISKS.

4. ALL UNUSED ROOF PENETRATIONS/CURBS SHALL BE REMOVED FROM

THE ROOF/DECK AND THE DECK REINSTALLED OR REPAIRED IN

ACCORDANCE WITH THE SPECIFICATIONS PRIOR TO INSTALLATION OF

THE NEW ROOFING ASSEMBLY.

5. OPENINGS LESS THAN 12 INCHES IN DIAMETER MAY BE CLOSED BY 18 GA

GALVANIZED SHEET METAL MECHANICALLY ATTACHED TO THE DECK

SURFACE WITH 14" X 2" MASONRY SCREWS, ONE FASTENER PER SIDE.THE

CLOSURE SHALL BEAR A MINIMUM OF FOUR INCHES ON THE DECK

SURFACE IN ALL DIRECTIONS.

6. ALL DEBRIS SHALL BE REMOVED FROM THE ROOF SURFACE PRIOR TO

APPLICATION OF THE NEW ROOF ASSEMBLY.

7. COVER BOARDS SHALL BE CUT AS NECESSARY AT IRREGULARITIES IN

THE DECK TO ENSURE A FLAT SURFACE FOR THE ROOF MEMBRANE.

UNDER NO CIRCUMSTANCES SHALL THE MEMBRANE BE CONSTRUCTED

OVER FOAM PLASTIC ROOF INSULATION BOARD SURFACES.

8. THE COVERBOARD SHALL BE INSTALLED WITH TIGHT JOINTS. JOINTS

LARGER THAN 1/8” ARE NOT ACCEPTABLE.

9. SUCCESSIVE LAYERS OF INSULATION SHALL BE INSTALLED WITH JOINTS

STAGGERED A MINIMUM OF SIX (6”) INCHES.

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PAGE NUMBER

DATE: 05/15/2024

NOT FOR CONSTRUCTION R-1

DETAIL PLAN

CANOPIES

02.01 & 02.02

R-1

CANOPY ROOF AREA 02.02

SCALE: 316"= 1'-0"

R-1

CANOPY ROOF AREA 02.01

SCALE: 316"= 1'-0"

1 8"

D18 " TAPERED

1 8"

18 " TAPERED

1 8"

18 " TAPERED1 8"

PERED

18 " TAPERED

8" T

APERED

8" TAPERED

1 8"

8" TAPER

CONTRACTOR TO REMOVE

UNUSED SUPPORTS

R-6

R-5

R-

R-5

R-

8" TAPER

R-6

R-5

R-6

700 BUILDING

R-6

R-5

R-6

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SEE DETAIL 2/R-5

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KEY MAP

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R-2FOR CONSTRUCTION

CANOPIES

02.03 / 02.04 & 02.05

R-2

CANOPY ROOF AREAS 02.03

SCALE: 316" = 1'-0"

R-2

CANOPY ROOF AREAS 02.04

SCALE: 316" = 1'-0" 3

R-2

CANOPY ROOF AREAS 02.05

SCALE: 316" = 1'-0"

1 8"

TAPERED

1 8"

18 " TAPERED 1 8"

D 18 " TAPERED

1 8"

8" TAPERED

8 " TAPERED

CONTRACTOR TO REMOVE

UNUSED SUPPORTS

8" TAPERED

8 " TAPERED

18 " TAPERED

8" T

APERED

8" T

APERED

1 8"

D 18 " TAPERED

18 " TAPERED

1 8"

8 " TAPERED

1 8"

RED

R-5

R-6

R-5

R-55R-6

R-6 TYPICAL2

R-6 TYPICAL

400 BUILDING

R-6 TYPICAL

R-5

R-6

TYPICAL

R-6

R-5

R-6

R-5

0 B

R-6

TYPICAL

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CONNECT TO

DRAIN LINE

CONNECT TO

DRAIN LINE

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SEE 2/ R-2

SEE 1/ R-2

KEY MAP

TYP EXISTING STEEL

PIPE STAND

SEE 3/ R-2

R-6

REPLACE HATCHED SECTION W/4"

OF CONCRETE. SEE C-01 FOR

CONCRETE SPECIFICATIONS.

REPLACE TRENCH DRAIN W/

4" CHANNEL GALVANIZED

STAMPED STEEL TRENCH

EMBED IN CONCRETE

REPLACE TRENCH DRAIN W/

4" CHANNEL GALVANIZED

STAMPED STEEL TRENCH

EMBED IN CONCRETE CONNECT TRENCH

DRAINS INTO THE DRAIN

LINE

CONNECT TRENCH

DRAINS INTO THE DRAIN

LINE

EXISTING

CONCRETE

EXISTING

CONCRETE

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ADDENDUM #1

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R-3FOR CONSTRUCTION

CANOPIES 02.06A

02.07 & 02.09

R-3

CANOPY ROOF AREA 02.09

SCALE: 316" = 1'-0"

R-3

CANOPY ROOF AREAS 02.07

SCALE: 316" = 1'-0"

R-5

1 8"

1 8" T

1 8"

D18 " TAPERED 18 " TAPERED

18 " TAPERED

1 8"

18 " TAPERED

1 8"

D18 " TAPERED1 8"

D 18 " TAPERED

R-6

R-5

R-6

R-5

R-3

CANOPY ROOF AREAS 02.06

SCALE: 316" = 1'-0"

R-6

R-5

18 " TAPERED

1 8"

8" TAPERED

R-5

R-6 7

R-5

TYPICAL

200 BUILDING

200 BUILDING 900 BUILDING

R-6

R-5

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SEE 3/ R-3

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R-4FOR CONSTRUCTION

CANOPIES 02.08A

02.08B / 02.10 & 02.14

R-4

CANOPY ROOF AREA 02.10

SCALE: 316" = 1'-0"

R-4

CANOPY ROOF AREA 02.08B

SCALE: 316" = 1'-0"

R-4

CANOPY ROOF AREA 02.14

SCALE: 316" = 1'-0"

8" TAPERED

8" T

APERED

STRUCTURAL SLOPESTRUCTURAL SLOPE1

8" TAPERED

1 8"

18 " TAPERED

1 8"

RED

8" TAPERED

1 8"

PERED

18 " TAPERED

8" TAPERED

8" T

APERED

8 " TAPERED

18 " TAPERED

1 8"

TAPERED

R-5

R-4

CANOPY ROOF AREA 02.08A

SCALE: 316" = 1'-0"

R-5

R-6

TYPICAL

R-5

R-6

R-5

R-6

TYPICAL

R-5

R-6

ADHERE COVERBOARD OVER BASE SHEET

SEE DETAIL 2/R-5

R-55

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900 BUILDING

400 BUILDING

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R-6

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X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X

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R-5FOR CONSTRUCTION

CANOPY ROOF DETAILS

EXISTING CONCRETE DECK

60 MIL PVC MEMBRANE

FULLY ADHERED

4" FIBERGLASS REINFORCED, SILICON IMPREGNATED

GYPSUM BOARD - SET IN INSULATION ADHESIVE

8" PER FOOT TAPERED ISOCYANURATE INSULATION

SET IN INSULATION ADHESIVE

NEW MODIFIED BITUMEN BASE SHEET TORCHED

OR SELF ADHERING - PRIME DECK AS REQUIRED

SELF ADHERED BASE SHEET

NEW INSULATION SYSTEM

AS SPECIFIED

NEW PVC MEMBRANE

INSTALL NEW F.T.

WOOD NAILERS

REPLACE EDGE BLOCKING

W/ F.T. 2" X NOM. BLOCKING

24 GA. PRE-FINISHED STEEL

FLASHING

24 GA. PRE-FINISHED

STEEL FLASHING

CONCRETE CANOPY

EXISTING CONCRETE DECK

60 MIL PVC MEMBRANE

FULLY ADHERED

4" FIBERGLASS REINFORCED, SILICON IMPREGNATED

GYPSUM BOARD - SET IN INSULATION ADHESIVE

NEW MODIFIED BITUMEN BASE SHEET TORCHED

OR SELF ADHERING - PRIME DECK AS REQUIRED

CONCRETE CANOPY

SEALANT

24 GA. PVC COATED STEEL WALL FLASHING

FASTENED @ 12" O.C. W/ 1

4" DRIVE PINS

HEAT WELD STRIP-IN PLY

INSTALL NEW F.T. WOOD NAILERS

NON FLEECE BACK MEMBRANE

FILL VOID W/ LOW EXPANDING

POLYURETHANE FOAM SEALANT

24 GA. PRE-FINISHED STEEL LOWER FLASHING

FASTENED TO WALL @ 12" O.C. W/ 1

4" DRIVE PINS

#12 TEK SCREWS @ 12" O.C.1

R-5

CANOPY ASSEMBLY

SCALE: NONE

R-5

CANOPY 02.14 ASSEMBLY

SCALE: NONE

R-5

UP SLOPE METAL EDGE

SCALE: 3" = 1'-0"

R-5

BUILDING EDGE DETAIL

SCALE: 3" = 1'-0"

SLOPE

TAPERED EDGE

AS REQUIRED

22 GA. GALVANIZED STEEL

CONTINUOUS CLEAT FASTENED

@ 12" O.C.

NON FLEECE BACK MEMBRANE

HEAT WELD STRIP-IN PLY

24 GA. PVC COATED MOUNTING ANGLE

FASTENED W/ TWO ROWS @ 12" O.C.

SELF ADHERED BASE SHEET

NEW INSULATION SYSTEM

AS SPECIFIED

NEW PVC MEMBRANE

INSTALL NEW F.T.

WOOD NAILERS

REPLACE EDGE BLOCKING

W/ F.T. 2" X NOM. BLOCKING

24 GA. PRE-FINISHED STEEL

FLASHING

24 GA. PRE-FINISHED

STEEL FLASHING

CONCRETE CANOPY

TAPERED EDGE

AS REQUIRED

22 GA. GALVANIZED STEEL

CONTINUOUS CLEAT FASTENED

@ 12" O.C.

NON FLEECE BACK MEMBRANE

HEAT WELD STRIP-IN PLY

24 GA. PVC COATED MOUNTING ANGLE

FASTENED W/ TWO ROWS @ 12" O.C.

SLOPE

R-5

DOWN SLOPE METAL EDGE

SCALE: 3" = 1'-0"

EXISTING CLASSROOM ROOF

EXISTING METAL FLASHING

CONCRETE CANOPY

24 GA. PRE-FINISHED STEEL LOWER FLASHING

FASTENED TO WALL @ 12" O.C. W/ 1

4" DRIVE PINS

#12 TEK SCREWS @ 12" O.C.

FILL VOID W/ LOW EXPANDING

POLYURETHANE FOAM SEALANT

NEW PVC MEMBRANE

HEAT WELD STRIP-IN PLY

SEALANT

24 GA. PVC COATED STEEL ANGLE

PUSH UNDER EXISTING FLASHING

FASTEN ANGLE W/ 3

16"

TAP CONS @ 12" O.C.

FASTEN MEMBRANE

@ 8" O.C.

R-5

CLASSROOM FLASHING

SCALE: 3" = 1'-0"

R-5

COLUMN FLASHING

SCALE: 3" = 1'-0"

NEW INSULATION

SYSTEM

SEALANT

3" M

U M

PVC BONDING ADHESIVE

HOT AIR WELD

PVC SQUARE TUBE WRAP

CUT EDGE SEALANT

NEW PVC

MEMBRANE

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NEW COVER BOARDNEW COVER BOARD

NEW COVER BOARD

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X X

X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X

R-6FOR CONSTRUCTION

CANOPY ROOF DETAILS

R-6

COLLECTOR HEAD & DOWNSPOUT

SCALE: 3" = 1'-0"

10"

SCUPPER FIELD SOLDER

FLANGE TO COLLECTOR HEAD

COLLECTOR HEAD TO BE FABRICATED

FROM 24 GA. PRE-FINISHED STEEL ON

ALL EXPOSED SIDES. COLLECTOR HEAD

BACK TO BE FABRICATED FROM STAINLESS

STEEL.

SQUARE TO ROUND

4" PVC SCHEDUTE 40 PVC PIPE

24 GA. X 1 12" STRAPS

8" HEM ALL SIDES

#10 SELF TAPPING SS SCREWS FASTEN

TO EXISTING CANOPY COLUMNS

EXISTING 4" SQ. TUBE

UTILITY SUPPORT

EXISTING CONCRETE DECK

NEW INSULATION SYSTEM

SEALANT

3" M

U M

PVC BONDING ADHESIVE

HOT AIR WELD

PVC SQUARE TUBE WRAP

CUT EDGE SEALANT

NEW PVC

MEMBRANE

NOTES: 1. REMOVE ALL EXISTING FLASHING MATERIAL

BEFORE INSTALLING PRE-FABRICATED WRAP.

2. JOINT COVER IS REQUIRED OVER THE SPLICE

INTERSECTIONS OF THE SPLIT PIPE SEAL.

R-6

UTILITY SUPPORT

SCALE: 3" = 1'-0"

R-6

DRAIN DETAIL

SCALE: 3" = 1'-0"

CONTRACTOR TO PAINT METAL

STRAINERS & REPLACE NONMETAL

STRAINERS W/ METAL STRAINERS

DRAIN FLASHING MEMBRANE

NEW ASSEMBLY

AS SPECIFIED

MECHANICAL SEAM FASTENING

PLATES & SCREWS @ 9" O.C.

SEALANT UNDER MEMBRANE

AT CLAMPING RING

HEAT WELD

24"

TAPERED EDGE STRIP

AS REQUIRED

CONTRACTOR TO WIRE BRUSH EXISTING GAS

PIPING AND APPLY ONE COAT OF METAL PRIMER,

THEN FOLLOW WITH TWO COATS OF BRUSHED

ENAMEL.

R-6

EXPANSION JOINT DETAIL

SCALE: 3" = 1'-0"

CANOPY 02.07

CANOPY 02.09

HEAT WELD

PLATES & SCREWS @ 12" O.C.

NEW F.T. WOOD NAILERS2" BACKER ROD

FLASHING MEMBRANE

24 GA. PRE-FINISHED EXPANSION JOINT

24 GA. PRE-FINISHED EXPANSION JOINT RECEIVER

FASTEN EACH SIDE W/ 1

4" DRIVE PINS @ 12" O.C.

ALLOW 1" MOVEMENT

SEALANT

DRAW BAND

HEAT WELD PVC TARGET

PVC WRAP

PENETRATION

R-6

TUBULAR PENETRATION

SCALE: 3" = 1'-0"

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ALL DOWNSPOUTS TO TIE INTO NEW

UNDERGROUND ADS DRAINAGE PIPE

UNLESS OTHERWISE NOTED. SEE

SHEET R-7 FOR DETAILS

R-6

NEW CHANNEL DRAIN

SCALE: 34" = 1'-0"

1'-2"

VODALAND 3'

CHANNEL DRAIN

W/ GALVANIZED

STEEL STAMP

GRATE A LOAD

CAPACITY.

EMBED THE NEW CHANNEL

DRAIN INTO THE CONCRETE

AND CONNECT TO NEW DRAIN

SYSTEM. ABANDON EXISTING

DRAIN SYSTEM.

R-6

DRAIN LINE X-SECTION

SCALE: 1" = 1'-0"

ROCK

SCREENING

SET WITH WATER

BACK FILL WITH

SOIL AND COMPACT

AT 90% STANDARD

PROCTOR

DEPTH OF BACK WILL

CHANGE WITH THE

SLOPE OF THE PIPE

SEED ALL AREAS DENUDED

AND DAMAGED FROM THE

CONSTRUCTION

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DATE

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MARK

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XXXXXXXXX

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P-1817 1001 LANCASTER AVE. MONROE, NC 28112 704-282-0826

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SEAL

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DRAWN BY: JB

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SHEET TITLE

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PAGE NUMBER

01.16

01.17

01.15

01.07

01.14

01.11 01.12

.13

01.24

01.20 01.19

01.18

01.21

.22

.23

02.05

02.02

18" CP

" C

18" CP

4" 4"

6" V

C S

6" PVC

CB48

CB47

" C

CB49

CB50CB44

CB47.1

CB57

CB37

18" CP

12" CP

" C

CB35

CB32

CB34

CB33

CB31

CB30

" C

.01

02.03

02.04

02.06 02.07

.08

02.10

02.09

02.07 6"

02.14

6" PVC

R-7FOR CONSTRUCTION

UNDERGROUND

DRAINAGE PIPING

R-7

UNDERGROUND PIPING PLAN

SCALE: 1" = 30'-0"

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CB17 TOP 797.0

INV 793.4

CB19 TOP 799.3

INV 794.3

CB20 TOP 801.1

INV 800.2

CB44 TOP 801.1

INV 797.7

CB47 TOP 802.9

INV 800.6

CB48 TOP 806.8

INV 804.7

CB49 TOP N/A

INV 806.2

CB50 TOP 801.6

INV N/A

CB47.1 TOP 802.3

INV 799.0

CATCH BASIN

ELEVATIONS

808.48

804.18

802.19

801.10

4"Ø

EXISTING TRENCH

DRAINS TO BE REPLACED

4" Ø

CB57 TOP 806.1

INV 802.0

CB37 TOP 802.7

INV 800.3

CB35 TOP N/A

INV 797.0

CB34 TOP 800.9

INV 799.9

CB33 TOP 800.8

INV 799.9

CB32 TOP 800.2

INV 797.6

CB31 TOP 800.1

INV 795.3

CB30 TOP 797.9

INV 795.0

CB29 TOP 796.9

INV 794.5

CATCH BASIN

ELEVATIONS

4" Ø

4"Ø

C D

H J

K L M N O P

801.10

802.11

801.67

801.30

1.4

4.0

NOTES

1. DRAINAGE PIPE

a. ADS N-12 SHALL BE DOUBLE WALL. INERT HDPE MATERIAL IS RESISTANT

TO THE EFFECTS OF CHEMICALS, ABRASION, HOT SOILS, AND EFFLUENT

b. ADS N-12 PLAIN END PIPE (PER AASHTO) SHALL HAVE A SMOOTH INTERIOR

AND ANNULAR EXTERIOR CORRUGATIONS

c. THE NEW DRAIN LINE SHALL HAVE A 14 GAGE TRACE WIRE FOR DIRECT

BURY, INSTALL IN THE TRENCH NEXT TO THE PIPE. THE TRACE WIRE

SHALL BE CONTINUOUS AND TERMINATE EITHER IN A CLEAN OUT OR AT

THE DOWN SPOUT. SPICES SHALL BE MADE WITH DRYCONN AQUA BLUE

WEATHERPROOF WIRE CONNECTORS

d. WATER TIGHT REINFORCED INTEGRAL BELL & GASKET SPIGOT

e. CONNECTIONS SHALL MEET OR EXCEED THE WATER -TIGHT

REQUIREMENTS OF AASHTO M252 4"-10" INCH.

f. GASKET CONNECTIONS SHALL INCORPORATE A CLOSED-CELL SYNTHETIC

EXPANDED RUBBER GASKET MEETING THE REQUIREMENTS OF ASTM

D1056 GRADE 2A2

g. CALL 811 TO LOCATE ALL UTILITIES AND HIRE A LOCATING COMPANY TO

LOCATE ALL PRIVATE UTILITIES.

h. THE OPENING INTO THE WALL OF THE MANHOLE SHALL BE 1" LARGER

THAN THE OUTSIDE DIAMETER OF THE PIPE. THE JOINT BETWEEN THE

CONCRETE WALL OF THE MANHOLE SHALL BE FILLED WITH HYDRAULIC

WATER-STOP CEMENT ON BOTH SIDES OF THE CONCRETE/BRICK WALL.

i. REPAIR ANY PIPE THAT IS CUT OR BROKEN.

R-7

TYPICAL DOWNSPOUT PIPING

SCALE: 3" = 1'-0"

CANOPY WALK

CANOPY COLUMNNEW PVC DOWNSPOUT

NOTE:

1 - ROOF LEADER MAY NEED ADJUSTMENT DUE TO ACTUAL

LOCATION CANOPY COLUMN

2- ROOF DRAIN LINES SHALL BE N-12 SOLID PIPE

R-7

TYPICAL CLEAN OUT

SCALE: 3" = 1'-0"

GRADE

12" Ø X 4" CONCRETE COLLAR

CLEAN OUT

NOTE:

1 - CLEAN OUTS ARE TO BE PLACED AS INDICATED ON

DRAWINGS

4"Ø

4"Ø4"Ø

PIPE DOWNSPOUTS INTO

EXISTING UNDERGROUND

PIPE DOWNSPOUT INTO

EXISTING UNDERGROUND

STORM WATER DRAINAGE

SANITARY SEWER

NEW PVC RAIN WATER DRAINAGE

LINE TYPE LEGEND

CUT THE CONCRETE

BETWEEN CONTROL

JOINTS

4"Ø

6"Ø

C.1

EXISTING WASTE

WATER LINE 3" PVC

N-12 PIPE

INVERT THE PLUG TO BE

FLUSH WITH THE CONCRETE

6"Ø

COLLECTOR

HEAD TYPICAL

TRACE WIRE

PLACE TRACE WIRE

INSIDE THE CLEAN OUT

CONCRETE

TRACE WIRE

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P-1817 1001 LANCASTER AVE. MONROE, NC 28112 704-282-0826

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SEAL

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DRAWN BY: JB

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SHEET TITLE

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PAGE NUMBER

R-8FOR CONSTRUCTION

HYDRAULIC

CALCULATIONS

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XXXXXXXXX

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P-1817 1001 LANCASTER AVE. MONROE, NC 28112 704-282-0826

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SEAL

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DRAWN BY: JB

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SHEET TITLE

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PAGE NUMBER

01.10 01.09

01.16

01.17

01.15

01.07

01.14

01.11 01.12

.13

01.24

01.20 01.19

01.18

01.21

.22

.23 02.10

02.09

02.05

02.03 02.04

02.01 02.02

02.08B

01.0501.06

01.04

01.02 01.01

01.03

02.06A

02.07 02.08A

02.14

R-9FOR CONSTRUCTION

UP-LIFT

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R-9

WIND UP LIFT PLAN

SCALE: 1" = 30'-0"

ZONE 2

-37.0 PSF

ZONE 3

-50.3 PSF

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P-1817 1001 LANCASTER AVE. MONROE, NC 28112 704-282-0826

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SEAL

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SHEET TITLE

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PAGE NUMBER

C-01

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C-01

AP-1

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R-9

File details come from the government source that posted it. Updated May 22, 2024.