2-20260601 SCRC Site Work Bid Set.pdf

SYMBOL LEGEND

A101

A101

INTERIOR ELEVATION

REVISION TAG3

A3.0

SPOT ELEVATION

SECTION

WINDOW TAGW1

A

SCALE:1

DRAWING TITLE

1/8" = 1'-0"

ROOM

XXXX

AX.X

X

DETAIL

ELEVATION

WALL TAG

ROOM TAG

DOOR TAG

XXXX FINISH TAG

1i LIGHT FIXTURE TAG

1i SPECIALTIES TAG

X COLUMN GRID

1i CASEWORK TAG

MATERIALS LEGEND

(UNLESS OTHERWISE NOTED ON HTE DRAWINGS)

NEW MASONRY

MORTAR, PLASTAR OR GYPSUM AS

INDICATED ON THE DRAWINGS

CONCRETE

STEEL

MTL CLADDING (HORIZ. CORUGATED)

CONTINUOUS WOOD FRAMING,

BLOCKING

DISCONTINUOUS WOOD BLOCKING

PLYWOOD

WATERPROOF MEMBRANE

SHEET METAL

RIGID INSULATION

GRAVEL, RUBBLE WALL BACKUP

DRAWN BY:DRAWN BY:DRAWN BY:DRAWN BY:

SCALE:SCALE:SCALE:SCALE:

PROJECT:PROJECT:PROJECT:PROJECT:

50 ALBERIGI DRIVE 50 ALBERIGI DRIVE 50 ALBERIGI DRIVE 50 ALBERIGI DRIVE

SUITE 115SUITE 115SUITE 115SUITE 115

JESSUP, PA 18434JESSUP, PA 18434JESSUP, PA 18434JESSUP, PA 18434

(570) 224(570) 224(570) 224(570) 224----1934193419341934

WWW.ARCHWWW.ARCHWWW.ARCHWWW.ARCH----MB.COMMB.COMMB.COMMB.COM

©©©©2222000022226666

DATE:DATE:DATE:DATE:

PROJECT NOPROJECT NOPROJECT NOPROJECT NO

REVISIONREVISIONREVISIONREVISION DDDDAAAATTTTEEEE

CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:

ISSUED

FOR BID

NOTES:NOTES:NOTES:NOTES:

1111////4444"""" ==== 1111''''----0000""""

CS1.0

VVVVSSSS,,,,JJJJFFFF,,,,LLLLSSSS

CCCCOOOOVVVVEEEERRRR SSSSHHHHEEEEEEEETTTT

SSSSUUUUSSSSQQQQUUUUEEEEHHHHAAAANNNNNNNNAAAA

COUNTYCOUNTYCOUNTYCOUNTY

RECREATIONRECREATIONRECREATIONRECREATION

CENTERCENTERCENTERCENTER

NEW MILFORD, PANEW MILFORD, PANEW MILFORD, PANEW MILFORD, PA

6666////00001111////2222000022226666 22222222000011113333

MMMMBBBB

6/01/20266/01/20266/01/20266/01/2026

SUSQUEHANNA COUNTY RECREATION CENTER

29 OUTDOOR DRIVE, NEW MILFORD, PA 18834

DRAWING LIST

GENERAL NOTESLOCATION PLAN

PROJECT CONTACT LIST

SCOPE OF WORK

ABBREVIATIONS

SITE CONSTRUCTION NOTES

A.F.F.

AFR

A.P.

ADD.

ADJ.

ADJT.

AGG.

A/C

ALT.

ALUM.

ANOD.

APPROX.

ARCH.

A.D.

ASPH.

BSMT.

BM.

BTW.

BIT.

BLK.

BLKG.

BD.

BOT.

BLDG.

B.U.R.

CLG.

CLG.HT.

CEM.

CTR.

C.T.

CLR.

COL.

CONC.

C.M.U.

CONST.

CONST.JT.

CONT.

C.JT.

DEG.

DTL.

DIA.

DIM.

DR.

DWG.

E.

ELEC.

EL.

ELEV.

ENCL.

EQ.

EQUIP.

EXH.

EXIST.

EXP.JT.

EXP.

EXT.

FAS.

FGL.

FIN.

FP.

FLG.

FLR.

F.D.

F.A.R.

F.A.W.

FT.

FTG.

FND.

F.S.

FURR.

GA.

GALV.

GL.

GL.BLK.

GR.

G.W.B.

HDW.

HDWD.

HDR.

HTG.

HVAC

HT.

H.P.

H.C.

H.M.

HORIZ.

H.W.

HR.

IN.

INCL.

I.D.

INSUL.

INT.

JT.(S)

LBL.

LAM.

LAV.

L.H.

L.

LT.

LT.WT.

LIN.

LVR.

L.P.

MFR.

MAS.

MATL.

MAX.

MECH.

MED.

MEMB.

MTL.

MIN.

MISC.

MT.

MULL.

NOM.

N.

N.I.C.

N.T.S.

NO. (#)

O.C.

OPQ.

OPG.

OPP.

O.D.

O.A.

PTD.

PNL.

PERF.

PLAS.

PL.

PL.GL.

PLMB.

PWD.

PT.

PVC.

P.T.C.

P.C.F.

P.L.F.

P.S.F.

P.S.I.

PC.C.

P.M.

P.L.

Q.T.

RAD.

RECP.

REF.

REINF.

RET.

REV.

R.H.

R.D.

RM.

R.O.

SCH.

SEC.

SHT.

SIM.

S.

SPEC.

SQ.

ST. STL.

STD.

STL.

STOR.

STRUCT.

SUSP.

SYM.

SYS.

TEMP.

TERR.

THK.

THRES.

TOL.

T&G

T.O.C.

T.O.S.

T.O.STL.

T.O.W.

TYP.

V.B.

VERT.

WP.

WT.

W.W.F.

W.

W/

WDW.

W/O

WD.

W.P.

ABOVE FINISHED FLOOR

ACCESS PANEL

ADDENDUM

ADJACENT

ADJUSTABLE

AGGREGATE

AIR CONDITIONING

ALTERNATE

ALUMINUM

ANODIZED

APPROXIMATE

ARCHITECT (URAL)

AREA DRAIN

ASPHALT

BASEMENT

BEAM

BETWEEN

BITUMINOUS

BLOCK

BLOCKING

BOARD

BOTTOM

BUILDING

BUILT UP ROOFING

CEILING

CEILING HEIGHT

CEMENT

CENTER

CERAMIC TILE

CLEAR(ANCE)

COLUMN

CONCRETE

CONCRETE MASONRY UNIT

CONSTRUCTION

CONSTRUCTION JOINT

CONTINUOUS

CONTROL JOINT

DEGREE

DETAIL

DIAMETER

DIMENSION

DOOR

DRAWING

EAST

ELECTRIC(AL)

ELEVATION

ELEVATOR

ENCLOSE(URE)

EQUAL

EQUIPMENT

EXHAUST

EXISTING

EXPANSION JOINT

EXPOSED

EXTERIOR

FASTEN, FASTENER

FIBERGLASS

FINISH(ED)

FIREPROOFING

FLASHING

FLOOR(ING)

FLOOR DRAIN

FLUID APPLIED ROOFING

FLUID APPLIED WP.

FOOT

FOOTING

FOUNDATION

FULL SIZE

FURRED(ING)

GAGE, GAUGE

GALVANIZED

GLASS, GLAZING

GLASS BLOCK

GRADE, GRADING

GYPSUM WALL BOARD

HARDWARE

HARDWOOD

HEADER

HEATING

HEAT/VENT/AIR COND.

HEIGHT

HIGH POINT

HOLLOW CORE

HOLLOW METAL

HORIZONTAL

HOT WATER

HOUR

INCH

INCLUDE(D)(ING)

INSIDE DIAMETER

INSULATED(D)(ING)

INTERIOR

JOINT(S)

LABEL

LAMINATE(D)

LAVATORY

LEFT HAND

LENGTH

LIGHT

LIGHTWEIGHT

LINEAR

LOUVER

LOW POINT

MANUFACTURE(D)(ER)

MASONRY

MATERIAL(S)

MAXIMUM

MECHANICAL

MEDIUM

MEMBRANE

METAL

MINIMUM, MINUTE

MISCELLANEOUS

MOUNT(ED)(ING)

MULLION

NOMINAL

NORTH

NOT IN CONTRACT

NOT TO SCALE

NUMBER

ON CENTER

OPAQUE

OPENING

OPPOSITE

OUTSIDE DIAMETER

OVERALL

PAINT(ED)

PANEL

PERFORATE(D)

PLASTER

PLATE

PLATE GLASS

PLUMBING

PLYWOOD

POINT

POLYVINYL CHLORIDE

POST-TENSIONED CONC.

POUNDS PER CUBIC FT.

POUNDS PER LINEAL FT.

POUNDS PER SQUARE FT.

POUNDS PER SQUARE IN.

PRECAST CONCRETE

PROJECT MANUAL

PROPERTY LINE

QUARRY TILE

RADIUS

RECEPTACLE

REFERENCE

REINFORCE(D)(ING)

RETURN

REVISION(S)

RIGHT HAND

ROOF DRAIN

ROOM

ROUGH OPENING

SCHEDULE

SECOND, SECTION

SHEET

SIMILAR

SOUTH

SPECIFICATION(S)

SQUARE

STAINLESS STEEL

STANDARD

STEEL

STORAGE

STRUCTURAL

SUSPENDED

SYMMETRY(ICAL)

SYSTEM

TEMPERED

TERRAZZO

THICK(NESS)

THRESHOLD

TOLERANCE

TONGUE AND GROOVE

TOP OF CURB

TOP OF SLAB

TOP OF STEEL

TOP OF WALL

TYPICAL

VAPOR BARRIER

VERTICAL

WATERPROOFING

WEIGHT

WELDED WIRE FABRIC

WEST, WIDE, WIDTH

WITH

WINDOW

WITHOUT

WOOD

WORKING POINT

C CENTER LINEL

P.T.WD. PRESSURE TREATED WOOD

ABOVE FINISHED ROOF

ENGR ENGINEER

DS DOWNSPOUT (EXT)

RDL ROOF DRAIN LEADER (INT)

B.O. BOTTOM OF

DBL. DOUBLE

EMBED EMBED(MENT)

DN DOWN

LIQ. LIQUID

T.O. TOP OF

V.I.F. VERIFY IN FIELD

N

THE USE OF THE WORD 'CONTRACTOR" OR "GENERAL CONTRACTOR" IN THESE NOTES INDICATES INDIVIDUAL BIDDERS ON

THE PROJECT. MARTINA BACARELLA ARCHITECT WILL SERVE AS PROJECT COORDINATOR FOR THIS PROJECT AS DEFINED

IN THE "INSTRUCTIONS TO BIDDERS".

1. OWNERSHIP AND USE OF DOCUMENTS: THIS IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE

PROPERTY OF MARTINA BACARELLA ARCHITECT WHETHER THE PROJECT FOR WHICH IT IS MADE IS EXECUTED OR

NOT. NO CHANGES, ALTERATIONS, ADDITIONS OR DELETIONS MAY BE MADE HERETO EXCEPT BY THE ARCHITECT AND

SHALL NOT BE USED OR REPRODUCED BY ANYONE ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR

COMPLETION OF THIS PROJECT BY OTHERS WITHOUT EXPRESSED WRITTEN CONSENT OF MARTINA BACARELLA

ARCHITECT. SUBMISSION OR DISTRIBUTION TO MEET REGULATORY REQUIREMENTS OR FOR PURPOSES IN

CONNECTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE RIGHTS OF

MARTINA BACARELLA ARCHITECT. © COPYRIGHT 2020

2. ANY SUBSTITUTION OF MATERIAL FROM WHAT IS SPECIFIED ON THESE DRAWINGS OR SPECIFICATIONS BE IT

STRUCTURAL OR FINISHES SHALL NOT BE MADE WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. ANY

DEVIATIONS FROM THESE DRAWINGS WILL VOID ANY LIABILITY OR RESPONSIBILITY OF THE ARCHITECT FOR THE

INTEGRITY OF THE NEW STRUCTURE, ADDITIONS AND RENOVATIONS AS DELINEATED ON THESE DRAWINGS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS AT THE PROJECT LOCATION

INCLUDING THE EXISTING STRUCTURE(S), AND SHALL BE RESPONSIBLE TO INFORM THE ARCHITECT OF IT, ANY

DEVIATION OF THE EXISTING CONDITIONS SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS EXISTING AT THE

PROJECT LOCATION, AND ANY ERRORS OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE ARCHITECT IN

WRITING A MINIMUM OF 1 DAYS PRIOR TO STARTING OR CONTINUING WORK. THE CONTRACTOR SHALL REVIEW

THESE DRAWINGS AND BRING FORWARD QUESTIONS AND REQUESTS FOR CHANGES PRIOR TO THE COMMENCEMENT

OF WORK.

4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING APPLICABLE CODES AND STANDARDS AS

ADOPTED AND AMENDED BY THE LOCAL DEPARTMENT OF CODE ENFORCEMENT:

ADDITIONALLY, ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF LOCAL ZONING, OSHA, AND ALL OTHER

APPLICABLE CODES.

*** THE BUILDING CODE OFFICER SHALL REVIEW THESE DRAWINGS AND ANY DISCREPANCIES FOUND OR

MISINTERPRETATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE COMMENCEMENT OF

ANY WORK WITH REGARDS TO THIS PROJECT. NO WORK SHALL BE REVIEWED AND CLEARED BY THE BUILDING

ADMINISTRATION PRIOR TO THE EXECUTION OF THOSE CHANGES.

5. ALL WORK, MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH ALL ORDINANCES, STATE AND

LOCAL BUILDING CODES, LATEST EDITION, AND FOLLOW APPLICABLE LANDLORD REQUIREMENTS.

6. DESIGN LOADS: LOADS AND CODE RESTRICTIONS FOR ALL DESIGN CONSIDERATIONS SHALL CONFORM TO THE LOCAL

AND STATE CODES, AND ALL GOVERNING CODES.

7. WHERE EXISTING CONDITIONS CONFLICT WITH DIMENSIONS GIVEN ON THE DRAWINGS, EXISTING CONDITIONS SHALL

GOVERN EXCEPT THAT INDICATED SIZE OF STRUCTURAL MEMBERS SHALL NOT BE REDUCED. HOLD INDICATED

DIMENSIONS. RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT BEFORE BEGINNING OR CONTINUING ANY

CONSTRUCTION IN THE AREA OF CONCERN. DO NOT SCALE DRAWINGS.

8. MAINTAIN THE SITE IN AN ORDERLY, CLEAN AND SAFE CONDITION. PROMPTLY REMOVE ALL TOOLS, EQUIPMENT AND

EXCESS MATERIALS. INTERIOR SPACES SHALL BE CLEAN AND VACUUMED.

9. DETAILS SHOWN IN ANY SECTION APPLY TO ALL SIMILAR SECTIONS UNLESS OTHERWISE NOTED.

10. CONTRACTOR SHALL FULLY BRACE AND OTHERWISE PROTECT ALL WORK IN PROGRESS UNTIL THE CONSTRUCTION IS

COMPLETED.

11. CONTRACT DRAWINGS ARE NOT INTENDED TO REPRESENT EXACT CONDITIONS OR DIMENSIONS. FIELD DIMENSIONS

ARE THE RESPONSIBILITY OF THE CONTRACTOR FOR ALL PHASES, INCLUDING BIDDING, FABRICATION, COORDINATION, & CONSTRUCTION. CONTRACTOR IS TO VERIFY ALL CONDITIONS & NOTIFY DESIGNER OF ANY

DISCREPANCIES PRIOR TO COMMENCEMENT OF THAT PORTION OF WORK.

12. CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION IS IN COMPLETE COMPLIANCE WITH ALL CONSTRUCTION

REQUIREMENTS OF GOVERNING BUILDING CODES AND REGULATIONS, INCLUDING--BUT NOT LIMITED TO THE

INTERNATIONAL BUILDING CODE.

13. "PROVIDE" MEANS TO FURNISH/SUPPLY AND INSTALL: AS IN "CONTRACTOR PROVIDED." IN SOME CASES OWNER

WILL PROVIDE. AND IN OTHER CASES MATERIAL OR FIXTURES WILL BE FURNISHED BY OWNER AND INSTALLED BY

CONTRACTOR.

14. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A SAFE AND CLEAN WORK ENVIRONMENT AT ALL TIMES DURING

CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR THE SAFE AND LEGAL DISPOSAL OF ALL CONSTRUCTION DEBRIS, INCLUDING ALL SOLID AND LIQUID WASTE.

1. ADJACENT SPACES MUST BE KEPT FREE OF DUST AND DEBRIS DUE TO CONSTRUCTION.

2. DEMOLITION SHALL ALSO INCLUDE THE REMOVAL AND DISPOSITION OF DEMOLISHED MATERIALS, DEBRIS, AND DIRT AND

OTHER EXCAVATED MATERIALS, THE REMOVAL OF WHICH WILL BE NECESSARY FOR THE PROPER PROSECUTION OF THE

WORK.

3. ALL REMOVALS SHALL REMAIN IN THE POSSESSION OF OWNER UNLESS, AT HIS/HER DISCRETION, THEY ARE CLASSIFIED AS

DEBRIS IN WHICH CASE THEY SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR.

4. BURNING OF NON-SALVABLE MATERIALS AND DEBRIS ON THE SITE WILL NOT BE PERMITTED.

5. CONDUCT DEMOLITION AND REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE TO THE OWNER.

6. ENSURE THE SAFE PASSAGE OF PERSONS AROUND THE AREA OF DEMOLITION. CONDUCT OPERATIONS TO PREVENT INJURY

TO ADJACENT FACILITIES AND PERSONS.

7. PROMPTLY REPAIR ALL DAMAGE TO ADJACENT FACILITIES CAUSED BY DEMOLITION OPERATIONS AT NO COST TO THE OWNER.

8. PROVIDE POLLUTION CONTROLS USING TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS TO LIMIT THE AMOUNT OF

DUST AND DIRT RISING AND SCATTERING IN THE AIR TO THE LOWEST PRACTICAL LIMIT. DO NOT USE WATER WHEN IT MAY

CREATE HAZARDOUS OR OBJECTIONABLE CONDITIONS.

9. MAINTAIN EXISTING UTILITIES OUTSIDE WORK AREA; KEEP IN SERVICE AND PROTECT AGAINST DAMAGE DURING DEMOLITION

OPERATIONS. DO NOT INTERRUPT EXISTING UTILITIES EXCEPT WHEN AUTHORIZED BY THE OWNER.

10. THE CONTRACTOR SHALL PROVIDE TEMPORARY WEATHER-TIGHT ENCLOSURES WHENEVER THE WALLS OR ROOF ARE OPEN

TO THE ELEMENTS AS A RESULT OF THE WORK. SUCH ENCLOSURES SHALL BE TIGHTLY CLOSED AT THE END OF THE DAY'S

WORK TO PROTECT NEW WORK AND EXISTING CONDITIONS, AND TO PROVIDE SECURITY TO THE PREMISES.

11. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT AND DEBRIS CAUSED BY DEMOLITION OPERATIONS.

12. CUT AND PATCH EXISTING STRUCTURES AND SURFACES AS REQUIRED FOR THE INSTALLATION OF NEW WORK. THE

CONTRACTOR SHALL EXERCISE PROPER CARE AND SHALL NOT ENDANGER THE STRUCTURE BY INDISCRIMINATE CUTTING.

13. PATCHING SHALL BE DONE BY WORKERS SKILLED IN THEIR RESPECTIVE TRADES. MATERIALS USED FOR PATCHING SHALL BE

COMPATIBLE WITH EXISTING CONSTRUCTION.

14. THE CONTRACTORS WILL NOT BE PERMITTED TO START DEMOLITION UNTIL ALL NECESSARY MATERIALS, HARDWARE, AND

ACCESSORIES HAVE BEEN OBTAINED AND ARE AVAILABLE FOR INSTALLATION. AT THE DISCRETION OF THE OWNER, THE

CONTRACTOR MAY STORE MATERIALS, ETC. IN A SECURE PLACE ON THE PREMISES.

15. ANY OF THE EXISTING CONSTRUCTION REMOVED BY THE CONTRACTOR TO FACILITATE HIS/HER OR ANY OTHER WORK MUST

BE REPLACED WITH SAME AND RESTORED TO ORIGINAL CONDITION.

ARCHITECT:

MARTINA BACARELLA ARCHITECT

MARTINA@ARCH-MB.COM

50 ALBERIGI DRIVE, SUITE 115

JESSUP, PA 18434

(570) 224-1934

OWNER:

SUSQUEHANNA COUNTY RECREATION

CENTER

P.O. BOX 112

MONTROSE, PA 18801

SITE WORK FOR THE NEW RECREATION CENTER INCLUDING SITE CLEARING, EARTHWORK, RETAINING WALLS, A GRAVEL

PARKING LOT, ACCESS ROADS, AND PREPARATION FOR THE BUILDING PAD, STORMWATER AND CATCH BASIN PIPING, SEWER LINE PIPING, WATER LINE PIPING, AND SEEDING.

CODE INFORMATION

RICK CATEGORY: RISK CATEGORY III PER 2018 IBC CHAPTER 16

STRUCTURAL ENGINEER:

KEYSTONE STRUCTURAL GROUP

DHORN@KSGENGINEERS.COM

318 PENN AVENUE

SCRANTON, PA 18503

(570) 569-2199

MEP ENGINEER:

DESIGN MANAGEMENT GROUP

RICK@DMGENG.COM

2007 PA-315 SUITE 202

PITTSTON, PA 18640

(570) 299-7520

CIVIL ENGINEER:

TOMPKINS ENGINEERING LLC

NATE@TOMPKINSENGINEERING.COM

1654 SR 167

HOP BOTTOM, PA 18824

(570) 237-5908

AREA OF WORK:

29 OUTDOOR DRIVE, NEW MILFORD

PENNSYLVANIA 18834

IN

T E

R S

T A

T E

H A R

FO

R D

R D

P A -8

OUTD

OOR D

R

O

LI

VER

R

D

STRUCUTRAL

S0.1

S0.2

S1.0

S1.0D S5.4

GENERAL STRUCTURAL NOTES

GENERAL STRUCTURAL NOTES

OVERALL FOUNDATION PLAN

FOUNDATION PLAN AREA D

BUILDING SECTIONS

STEET NO. TITLE

CS1.0 COVER SHEET

CIVIL

C0.1 TITLE SHEET

C0.2 EXISTING FEATURES PLAN

C1.0 OVERALL SITE PLAN

C1.1 DETAILED SITE PLAN

C1.2 DETAILED SITE PLAN

C2.0 OVERALL GRADING & DRAINAGE PLAN

C2.1 DETAILED GRADING & DRAINAGE PLAN

C2.2 DETAILED GRADING & DRAINAGE PLAN

C2.3 STORM PROFILES

C2.4 STORM PROFILES

C2.5 GRADING & DRAINAGE DETAILS

C2.6 GRADING & DRAINAGE DETAILS

C3.0 UTILITY PLAN

C3.1 SANITARY SEWER PROFILE

C4.0 EROSION & SEDIMENT CONTROL (E&S) PLAN

C4.1 E&S NOTES

C4.2 E&S DETAILS

C4.3 E&S DETAILS AND NOTES

C5.0 LANDSCAPE PLAN

C6.0 SITE LIGHTING PLAN

C8.0 MISC. SITE DETAILS

C8.1 MISC. SITE DETAILS

ARCHITECTURAL

A1.0 SITE PLAN & RETAINING WALL DETAIL

NTS

CODE REVIEW

PLAN SET

10/30/2025

C-0.1

LAST REVISEDSHEET

NO:

TITLE SHEET

DRAWING INDEX

SHEET TITLE

DETAILED SITE PLAN (1"=20')

SUSQUEHANNA COUNTY RECREATION CENTER

CIVIL CONSTRUCTION PLANS

C-1.1

UTILITY PLAN (1"=40')

C-0.2

C-2.4

C-2.5

C-3.0

OVERALL SITE PLAN (1"=40')C-1.0

EXISTING FEATURES PLAN (1"=50')

OCT. 30, 2025

SUSQUEHANNA COUNTY, PA

OCTOBER 30, 2025

C-1.2

C-2.0

GRADING & DRAINAGE DETAILS

C-4.0

C-5.0

SITE LIGHTING PLAN (1"=40')C-6.0

LANDSCAPE PLAN (1"=40')

DETAILED SITE PLAN (1"=20')

C-2.1 DETAILED GRADING & DRAINAGE PLAN (1"=20')

C-4.1

C-4.2

C-4.3

SANITARY SEWER PROFILE & DETAILS (1"=20')C-3.1

E&S NOTES

E&S DETAILS

E&S DETAILS & NOTES

MISC. SITE DETAILSC-8.0

C-2.3 STORM PROFILES (1"=20')

C-2.2

C-2.6

OVERALL GRADING & DRAINAGE PLAN (1"=40')

DETAILED GRADING & DRAINAGE PLAN (1"=20')

GRADING & DRAINAGE DETAILS

STORM PROFILES (1"=20')

OCT. 30, 2025

OCT. 30, 2025

OCT. 30, 2025

OCT. 30, 2025

OCT. 30, 2025

OCT. 30, 2025

OCT. 30, 2025

OCT. 30, 2025

OCT. 30, 2025

OCT. 30, 2025

OCT. 30, 2025

OCT. 30, 2025

OCT. 30, 2025

OCT. 30, 2025

OCT. 30, 2025

OCT. 30, 2025

OCT. 30, 2025

OCT. 30, 2025

OCT. 30, 2025

OCT. 30, 2025

MISC. SITE DETAILSC-8.1 OCT. 30, 2025

tompk signature

SCALE:

EXISTING FEATURES PLAN

1"=50'

X

CODE REVIEW

PLAN SET

10/30/2025

LOADING

SI

DE

W

AL

K

AREA

GENERAL / PUBLIC

PARKING

[230 TOTAL SPACES]

[incl. 7 ADA]

PROPOSED

BUILDING

SERVICE

PARKING

[21 SPACES]

A

A

C

C

D

E

DE

F

CONCRETE

BOLLARDS (2)

CONCRETE

BOLLARDS (2) CONCRETE

BOLLARDS (3)

CONCRETE

BOLLARDS (2)

SE

RV

IC

E

DR

IV

EW

AY

FIRE ACCESS ROAD

G

G G

G

SCALE:

OVERALL SITE PLAN

1"=40'

X

MAIN ACCESS

SECONDARY

(DELIVERY)

ACCESS

RELOCATE

POSTS

PLAYGROUND

WATER TANK &

PUMP HOUSE

CONC. PAD FOR

PROPANE TANK

CONC. PAD & 4' HIGH

RETAINING WALL FOR

ELEC. TRANSFORMER

CONC. PADS

for VRF EQUIP.

4' HIGH

RETAINING

WALL

RETAINING WALL

HEIGHT VARIES (2-8')

CODE REVIEW

PLAN SET

10/30/2025

NEW FLAGPOLE

GENERAL / PUBLIC

PARKING

[230 TOTAL SPACES]

[incl. 7 ADA]

A

A

C

C

D

F

SCALE:

DETAILED SITE PLAN

1"=20'

X

CODE REVIEW

PLAN SET

10/30/2025

LOADING

SI

DE

W

AL

K

AREA

PROPOSED

BUILDING

SERVICE

PARKING

[21 SPACES]

E

DE

CONCRETE

BOLLARDS (2)

CONCRETE

BOLLARDS (2) CONCRETE

BOLLARDS (3)

CONCRETE

BOLLARDS (2)

SE

RV

IC

E

DR

IV

EW

AY

FIRE ACCESS ROAD

SCALE:

DETAILED SITE PLAN

1"=20'

X

CODE REVIEW

PLAN SET

10/30/2025

FINISHED FLOOR

ELEVATION 1570.0±

YD4

YD3

CB6

CB2

CB5

YD9

STMH1

CB14

CB11

CB12

CB13

YD16 CB15 YD18 YD19

YD7

YD8

YD10

YD17

YD20

YD22

STMH2

BLDG DS-4

BLDG DS-5

BLDG DS-1

BLDG DS-2

BLDG DS-3

YD21

SCALE:

OVERALL GRADING & DRAINAGE PLAN

1"=40'

X

CODE REVIEW

PLAN SET

10/30/2025

YD4

YD3

CB6

CB2

CB5

YD9

STMH1

CB14

CB11

CB12

CB13

YD16 CB15 YD18 YD19

YD7 YD10

YD17

YD20

BLDG DS-3

A

A

C

C

D

F

SCALE:

DETAILED GRADING & DRAINAGE PLAN

1"=20'

X

CODE REVIEW

PLAN SET

10/30/2025

YD8

YD22

STMH2

BLDG DS-4

BLDG DS-5

BLDG DS-1

BLDG DS-2

BLDG DS-3

E

DE

YD21

SCALE:

DETAILED GRADING & DRAINAGE PLAN

1"=20'

X

CODE REVIEW

PLAN SET

10/30/2025

PIPE-6PIPE-5

PIPE-4

PIPE-3

PIPE-2

PIPE-8

PIPE-12

PIPE-11

PIPE-1

PIPE-10

PIPE-9

PIPE-13

PIPE-7

SCALE:

STORM PROFILES

AS NOTED

X

CODE REVIEW

PLAN SET

10/30/2025

PIPE-25

PIPE-26

PIPE-27

PIPE-28

PIPE-29

PIPE-30

PIPE-14

PIPE-18

PIPE-22PIPE-21 PIPE-23

PIPE-15 PIPE-16

PIPE-17

PIPE-19 PIPE-20

SCALE:

STORM PROFILES

AS NOTED

X

CODE REVIEW

PLAN SET

10/30/2025

GRADING & DRAINAGE DETAILS

AS NOTED

X

INTEGRATED DUCTILE

IRON FRAME & GRATE

TO MATCH BASIN O.D.

NOTES:

1. STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.

2. FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.

3. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR

CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 24").

4. STANDARD GRATES SHALL MEET H-20 LOAD RATING.

ADAPTER PER FRAME &

PIPE MANUFACTURER(S)

WATERTIGHT JOINT

TO HDPE SLCPP

(4, 5) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR

GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE

DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,

TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.

SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION.

SEE TYPICAL PIPE

INSTALLATION DETAIL

CODE REVIEW

PLAN SET

10/30/2025

GRADING & DRAINAGE DETAILS

AS NOTED

X

CODE REVIEW

PLAN SET

10/30/2025

C2

A

A

A

A

A

SCALE:

UTILITY PLAN

1"=40'

X

NEW WELL

GRAVITY SANITARY

SEWER LINE TO

R. HEED PUMP STATION

WATER LINE &

(2) 4" ELEC. CONDUITS

FROM WELL TO BLDG.

(8?) 4" ELEC. CONDUITS

FROM TRANSFORMER

TO BLDG. (CONCRETE

ENCASED)

NEW PROPANE

TANK (500 GAL.)

INSTALLED ON

CONCRETE SLAB

PROPANE

LINE FROM

TANK TO BLDG.

NEW ELEC. TRANSFORMER

(COORDINATE DESIGN &

LOCATION with ELEC. UTILITY CO.)

INSTALLED ON CONCRETE SLAB

WATER SUPPLY

TO BUILDING

C2 C A

FIRE SUPPRESSION WATER

TANK & PUMP HOUSE

(SEE FIRE PROTECTION PLANS)

CODE REVIEW

PLAN SET

10/30/2025

6" PVC @ 4%

6" PVC @ 10%

6" PVC @ 12%

?" PVC FROM

BUILDING

SCALE:

SANITARY SEWER PROFILE & DETAILS

AS NOTED

X

CODE REVIEW

PLAN SET

10/30/2025

CO

N

TRACTO

R

AREA

CONC.

TO

PSO

IL

STO

CKPILE

STAGIN

G AREA

WASH

RCE

SCALE:

E&S PLAN

1"=40'

X

RCE

CODE REVIEW

PLAN SET

10/30/2025

E&S NOTES

N/A

X

CODE REVIEW

PLAN SET

10/30/2025

E&S DETAILS

AS NOTED

X

CODE REVIEW

PLAN SET

10/30/2025

E&S DETAILS & NOTES

N/A

X

CODE REVIEW

PLAN SET

10/30/2025

C2

A

A

A

A

A

A

A

C

C

D

E

DE

F

SCALE:

LANDSCAPE PLAN

1"=40'

X

CODE REVIEW

PLAN SET

10/30/2025

2.9

3.1

3.0

2.6

2.0

1.3

3.6

4.0

4.1

4.6

3.9

3.7

2.5

1.4

2.7

3.2

4.2

5.3

7.5

8.5

6.2

6.6

4.9

3.2

3.0

2.7

3.1

4.1

5.5

9.1

12.3

11.3

11.3

10.6

6.2

5.1

5.4

5.9

2.7

3.2

5.2

7.4

8.3

11.5

10.8

18.1

14.3

8.5

5.7

5.0

6.9

8.5

2.9

5.4

8.0

9.2

7.9

7.8

9.6

15.6

16.9

11.0

10.8

6.4

4.2

5.1

8.9

9.8

1.9

4.1

12.2

7.8

9.3

7.8

8.2

12.0

12.0

11.9

12.2

8.9

5.0

3.8

3.5

5.0

9.9

11.8

2.4

8.7

7.0

11.3

9.9

7.3

7.0

8.3

7.7

9.0

7.8

5.6

4.4

3.4

3.0

2.8

5.5

12.1

11.4

6.0

6.7

8.1

9.1

6.6

4.8

5.0

5.8

5.6

5.5

4.7

4.2

3.7

3.0

2.2

1.7

2.0

5.1

9.5

9.4

4.0

5.5

5.1

5.5

5.3

4.3

4.1

4.0

3.9

3.9

3.8

3.6

3.2

2.8

2.1

1.6

1.3

1.6

2.5

4.5

8.1

7.8

3.2

4.3

4.7

4.7

4.2

3.6

3.4

3.3

3.0

2.6

2.5

2.8

2.8

2.4

1.9

1.4

1.2

1.6

2.1

2.7

3.1

4.4

5.8

4.3

3.1

3.9

4.3

5.4

5.6

5.4

5.5

4.4

3.5

3.0

2.4

1.9

1.5

1.6

2.0

2.1

1.7

1.3

1.2

1.6

2.2

2.8

3.2

3.2

3.3

3.7

3.3

1.9

2.7

3.2

4.4

6.5

9.0

8.8

7.5

8.6

5.7

4.0

2.7

1.8

1.1

0.9

1.0

1.3

1.4

1.3

1.2

1.6

2.2

3.0

3.6

3.7

4.2

3.9

3.8

3.5

2.1

1.4

2.8

3.7

5.9

10.4

13.3

10.5

15.0

8.7

5.7

3.9

2.5

1.5

0.9

0.7

0.8

1.0

1.1

1.2

1.5

2.1

2.7

3.5

4.5

5.3

7.4

6.0

5.5

5.2

3.3

2.8

3.2

2.5

3.7

6.4

10.7

12.8

23.1

10.7

8.0

5.2

3.6

2.5

1.7

1.0

0.8

0.8

0.9

1.1

1.3

1.9

2.5

3.0

3.6

5.5

9.9

10.4

9.2

9.8

8.0

4.8

4.2

5.5

6.3

2.1

3.4

5.4

9.6

17.0

9.9

11.7

9.8

5.4

3.5

2.8

2.1

1.3

1.0

1.0

1.1

1.1

1.3

1.8

2.4

3.0

4.3

8.2

10.8

13.5

14.8

12.2

6.5

4.5

3.9

5.9

8.6

7.9

3.1

6.0

9.9

8.5

11.2

10.6

6.5

4.1

3.2

2.8

2.1

1.5

1.2

1.3

1.4

1.3

1.2

1.4

1.9

2.7

4.0

6.5

9.9

18.4

12.6

11.1

8.0

4.6

3.4

3.8

7.4

10.3

8.5

1.8

4.0

5.3

5.4

7.2

5.6

4.7

3.8

3.0

2.3

1.7

1.4

1.5

1.9

2.1

1.8

1.3

1.2

1.5

2.3

3.9

6.5

13.0

10.9

11.4

11.5

7.2

4.4

3.4

3.1

3.9

8.7

12.6

10.2

1.0

2.4

3.4

3.7

4.0

3.7

3.7

3.3

2.5

1.8

1.5

1.7

2.1

2.5

2.7

2.3

1.7

1.3

1.2

1.8

3.1

6.4

7.0

7.3

10.0

7.5

5.0

3.7

3.2

2.8

2.6

4.4

10.5

11.5

7.7

0.9

1.9

2.8

3.2

3.2

3.2

3.0

2.5

1.9

1.5

1.8

2.3

2.8

3.1

3.1

2.9

2.4

1.8

1.3

1.0

1.7

3.3

4.2

4.6

5.3

4.2

4.1

3.4

2.8

2.2

1.9

2.3

4.2

8.2

9.6

7.2

2.0

3.6

4.3

3.5

2.9

2.4

1.9

1.5

1.6

2.2

3.0

3.6

3.7

4.3

4.1

3.6

3.1

1.7

0.9

1.2

2.0

2.6

3.1

3.4

3.2

3.2

2.8

2.1

1.8

2.0

2.4

3.0

4.0

7.0

7.4

4.8

2.5

4.9

7.2

5.8

3.0

2.0

1.6

1.7

2.1

2.7

3.4

4.4

5.5

7.7

6.9

5.7

5.7

3.2

1.7

1.3

1.3

1.8

2.4

2.8

2.8

2.5

2.1

1.8

2.0

2.4

2.9

3.2

3.1

3.8

5.0

3.9

2.0

5.5

7.6

9.6

6.6

3.0

1.7

1.9

2.6

3.0

3.5

5.2

9.8

10.9

10.2

11.3

8.3

4.5

2.6

1.6

1.2

1.4

1.9

2.4

2.2

1.9

1.7

2.0

2.6

3.2

3.4

3.7

3.7

3.5

3.8

3.1

1.8

1.2

7.4

7.9

11.1

9.0

3.5

2.1

2.5

3.0

4.0

7.3

11.3

13.0

17.4

12.3

7.0

4.4

2.9

2.0

1.5

1.3

1.6

1.8

1.8

1.7

1.9

2.4

3.1

3.9

4.4

5.3

5.7

4.8

4.9

3.5

2.3

2.1

2.3

9.7

10.1

12.3

8.1

3.0

2.1

2.6

3.7

5.8

9.1

16.6

15.9

12.1

9.4

5.0

3.2

2.5

2.0

1.5

1.5

1.6

1.7

1.8

2.3

2.8

3.3

4.4

6.4

9.3

9.6

7.4

8.6

5.1

3.4

3.3

4.5

5.3

8.5

9.8

6.9

3.0

2.5

3.7

6.1

11.5

10.4

11.9

11.9

7.1

4.2

3.2

2.8

2.2

1.7

1.5

1.6

1.7

1.9

2.4

2.9

3.6

5.8

9.4

13.4

10.9

15.9

8.7

5.2

3.6

3.6

6.0

7.9

7.6

7.5

8.2

5.7

3.1

3.0

5.2

6.5

6.4

9.0

7.2

5.0

3.9

3.1

2.5

2.0

1.7

1.7

1.8

1.7

1.7

2.1

2.6

3.5

5.7

9.7

11.6

24.5

11.1

8.8

5.3

3.6

3.2

4.7

9.0

9.2

8.1

6.0

5.2

3.1

2.2

3.0

4.0

4.2

4.8

4.1

4.0

3.5

2.7

2.0

1.6

1.7

2.1

2.3

2.0

1.7

1.6

2.1

3.3

5.1

8.8

17.0

11.8

13.4

9.5

5.8

3.9

3.5

3.6

6.0

11.3

11.3

11.0

2.9

2.0

1.6

2.0

2.6

3.1

3.3

3.2

3.2

2.8

2.1

1.7

1.8

2.2

2.6

2.8

2.4

1.8

1.6

1.9

2.9

5.2

9.2

8.0

10.5

10.2

6.7

4.4

3.7

3.8

3.9

4.3

8.5

13.9

10.6

8.8

1.0

0.9

1.3

2.1

2.9

3.2

3.0

2.6

2.1

1.7

1.9

2.4

2.9

3.1

3.2

3.0

2.5

2.1

1.6

1.8

3.3

4.9

5.0

6.4

5.6

4.8

4.3

4.1

4.0

3.9

3.9

4.7

8.7

11.3

8.1

7.1

0.6

1.1

2.2

3.6

3.9

2.8

2.1

1.8

1.9

2.4

3.1

3.7

3.8

4.5

4.2

3.8

3.3

1.9

1.3

2.1

3.0

3.4

3.9

3.9

4.0

4.2

4.3

4.2

4.0

3.8

3.9

4.5

7.8

9.8

7.0

1.1

2.6

4.9

6.3

4.1

2.2

2.1

2.4

2.9

3.5

4.5

5.7

8.5

6.9

6.0

6.0

3.3

2.0

1.8

2.1

2.6

3.2

3.5

3.7

4.0

4.2

4.3

4.4

4.5

5.3

4.7

5.5

7.6

6.8

3.9

3.1

5.6

8.1

8.4

4.4

2.8

2.8

3.1

3.9

5.5

10.3

11.2

10.0

12.0

7.9

4.5

2.7

1.9

1.8

2.3

3.0

3.4

3.7

3.7

3.8

4.2

5.3

7.8

9.5

6.9

7.4

6.8

5.3

3.4

1.7

7.6

9.2

9.9

6.3

3.2

3.2

4.2

7.6

11.5

13.0

18.6

11.3

6.9

4.4

3.0

2.3

2.1

2.2

2.7

3.0

3.3

3.4

3.6

4.5

7.7

12.1

11.7

11.6

11.4

6.3

4.5

3.0

1.7

1.0

7.8

11.4

12.5

6.1

3.3

4.0

6.1

9.6

17.4

14.9

12.4

9.3

5.0

3.4

2.9

2.7

2.5

2.5

2.5

2.6

2.9

3.4

5.1

9.4

11.7

17.6

15.3

9.2

5.8

4.0

2.9

2.1

1.5

1.2

9.7

11.0

9.8

5.3

4.3

6.6

11.8

10.0

12.2

11.8

7.4

4.4

3.6

3.5

3.3

3.0

2.7

2.2

2.0

2.2

3.0

4.5

7.1

13.6

15.6

13.6

11.1

7.1

4.1

3.2

2.8

2.3

2.0

1.7

7.4

8.8

8.5

5.4

5.9

6.5

6.5

9.1

7.2

5.5

4.5

3.9

3.8

3.6

3.4

3.0

2.3

1.8

1.9

2.8

4.6

8.7

10.3

10.3

10.6

9.2

5.1

3.8

3.5

3.4

3.0

2.8

2.4

1.7

7.2

7.3

5.9

4.6

4.5

4.6

5.4

5.1

5.1

4.8

4.4

4.0

3.7

3.5

3.2

2.6

2.1

1.8

1.9

3.3

5.5

5.5

6.8

7.2

5.3

4.6

4.0

3.9

3.7

3.5

3.2

2.8

2.2

4.9

4.2

3.7

3.6

4.1

4.9

5.2

5.3

5.0

4.6

4.3

4.1

4.1

4.0

3.5

3.2

2.1

1.3

1.9

3.2

3.6

4.1

4.3

4.0

4.2

4.2

4.0

4.0

3.8

3.6

3.4

3.0

2.3

2.7

3.4

4.2

5.2

5.8

5.6

5.2

4.6

4.6

5.0

6.0

6.8

5.3

5.2

3.5

1.9

1.7

2.1

2.5

3.1

3.4

3.7

3.9

4.1

4.2

4.2

4.5

4.7

5.6

4.4

4.1

4.5

5.4

5.8

5.8

5.4

4.8

4.9

7.4

10.8

10.8

8.7

9.7

5.2

3.0

1.9

1.7

2.0

2.7

3.2

3.4

3.7

4.1

4.1

4.5

5.4

8.3

9.2

6.4

5.4

6.3

5.9

5.9

5.7

5.4

6.7

10.6

13.5

12.8

17.2

8.4

5.0

3.3

2.3

1.9

1.9

2.3

2.7

3.0

3.5

4.2

4.6

5.4

8.3

10.5

8.5

9.5

6.7

5.8

5.6

5.6

6.4

9.0

11.9

23.1

11.4

10.0

5.8

3.6

2.8

2.4

2.2

2.2

2.3

2.8

3.4

4.2

5.0

5.8

7.6

8.2

10.9

9.2

5.4

4.9

5.5

6.7

9.9

15.0

10.9

12.9

9.2

5.6

3.8

3.3

3.1

2.8

2.5

2.7

3.0

3.6

4.2

5.0

6.1

7.6

9.7

5.5

8.2

9.3

5.7

4.3

4.8

6.5

8.9

7.5

9.5

8.8

6.1

4.6

3.7

3.7

3.6

3.5

3.4

3.4

3.7

4.1

4.4

5.4

6.6

7.3

4.2

2.7

5.9

7.9

6.0

4.3

3.4

3.3

4.2

5.1

4.9

5.6

5.1

4.6

4.5

4.3

4.0

4.0

4.2

4.3

4.1

4.2

4.6

5.2

7.3

6.4

5.3

4.3

1.5

1.8

5.4

5.5

3.5

2.4

2.1

2.5

3.0

3.3

3.7

3.8

3.9

4.3

4.4

4.4

4.3

4.6

4.9

4.7

4.8

5.5

8.8

9.8

7.8

7.2

0.7

1.2

3.4

2.7

1.3

1.7

2.3

3.0

3.6

3.9

4.1

4.3

4.4

4.5

5.2

5.5

5.5

5.9

7.7

9.9

10.1

7.8

0.8

1.7

2.7

3.4

3.7

3.7

3.9

4.6

5.5

7.7

6.8

6.8

7.0

6.2

7.5

0.3

2.0

2.8

3.2

3.3

3.8

5.5

9.5

10.2

8.3

8.7

6.3

5.7

2.0

2.5

2.9

4.0

7.3

10.0

8.7

8.6

5.4

3.2

1.7

2.5

3.6

5.5

7.3

2.9

2.2

3.0

3.0

2.2

6.6

8.0

9.1

11.2

11.2

9.1

8.0

6.6

4.7

6.6

7.6

7.8

9.9

9.9

7.8

7.6

6.6

5.0

2.0

3.8

5.4

6.0

6.0

5.7

4.2

2.7

1.4

0.9

0.8

1.6

2.4

2.8

3.8

1.9

0.8

3.2

5.4

7.2

4.9

2.6

4.5

6.4

8.3

9.1

8.5

7.1

5.3

6.8

7.6

10.0

12.2

10.6

7.3

8.0

9.6

12.5

9.8

10.5

9.7

10.9

10.2

10.1

8.2

7.8

7.9

8.5

8.1

8.2

5.6

6.7

7.1

5.0

7.6

7.3

2.4

3.7

4.8

2.0

5.5

5.5

1.6

1.5

1.9

7.0

2.1

2.4

3.4

3.3

1.9

1.1

7.7

9.5

6.5

3.5

2.5

2.1

6.8

4.6

2.4

7.5

10.1

9.1

5.1

3.4

2.7

7.3

9.0

6.9

5.3

6.0

6.2

7.8

5.2

4.1

3.2

2.5

10.6

10.7

7.2

5.5

4.8

4.3

4.3

3.7

3.5

2.8

2.0

1.2

9.0

11.3

9.3

7.7

5.8

4.7

3.9

3.6

3.4

3.1

2.8

2.1

1.4

7.8

8.6

7.8

8.1

8.0

5.7

4.1

3.6

3.6

3.5

2.8

2.1

1.4

5.7

7.4

7.3

7.3

10.6

9.5

6.6

3.9

3.4

3.5

3.2

2.4

1.4

1.1

2.6

4.4

5.4

7.3

7.6

9.4

7.7

4.5

3.5

3.1

2.9

2.4

1.7

1.4

2.3

2.9

5.8

5.7

5.5

6.2

4.5

4.0

3.2

2.6

2.0

1.4

0.9

0.5

6.3

5.5

4.6

4.1

3.9

3.5

3.2

2.7

1.9

0.0

7.4

5.7

4.5

3.9

3.8

3.6

3.1

2.6

1.9

8.0

9.7

7.2

4.3

3.7

3.8

3.6

2.8

1.9

7.4

10.0

9.4

5.4

3.7

3.3

3.3

2.9

2.1

3.7

5.3

5.6

7.5

5.2

4.2

3.4

2.9

2.4

1.9

2.7

3.3

3.6

3.9

3.6

3.4

3.0

2.2

1.6

2.0

2.5

2.8

2.8

2.6

2.1

1.4

1.9

2.3

2.3

1.8

1.3

1.7

1.6

1.0

C2

A

A

A

A

A

SCALE:

SITE LIGHTING PLAN

1"=40'

X

Luminaire Schedule

Symbol

8 Back-BackC2 35694 333 0.900

8 Single C

35694 333 0.900

9 Single A

31678 391 0.900

SEE LUMINAIRE SCHEDULE

TYPICAL LIGHT POLE BASE DETAIL

CODE REVIEW

PLAN SET

10/30/2025

MISC. SITE DETAILS

AS NOTED

X

CODE REVIEW

PLAN SET

10/30/2025

MISC. SITE DETAILS

AS NOTED

X

CODE REVIEW

PLAN SET

10/30/2025

STAINLESS STEEL

FLASHING WITH DRIP EDGE

VERTICAL WEEP SPACED

2'-0" O.C. HORIZONTALLY

HOHMANN & BARNARD #

402R STONE ANCHOR

HOHMANN & BARNARD STONE

ANCHOR #406

HOHMANN & BARNARD #345

CORRUGATED BUCK ANCHOR

8 3/8"

/8

CAST STONE CAP

4" GROUND FACE CMU

V A

R

IE

S , S

E E C

IV

IL

D W

G S

CONCRETE RETAINING WALL,

SEE STRUCTURAL DWGS

1' - 6 5/8"

FINISHED GRADE

FINISHED GRADE

N

EW

M

ILFO

R D

TO

W N

SH

IP

H

AR

FO

R D

TO

W N

SH

IP

PROPERTY LINE

PROPERTY LINE

FINISHED FLOOR

ELEVATION 1570.00

DAYCARE

PLAYGROUND, TO BE

COMPLETED IN A

FUTURE PHASE

ACCESSIBLE

PARKING

GENERAL

PARKINGSERVICE

PARKING

OUTDOOR DRIVE

H A

R T F

O R

D R

O A

D

S E

R V

IC

E

D R

IV

E

W A

Y

FLAG POLE, TO BE

COMPLETED IN A

FUTURE PHASE

SIGNAGE, TBD

SPRINKLER TANK, TO BE

COMPLETED IN A FUTURE PHASE

VRF EQUIPMENT, TO

BE COMPLETED IN A

FUTURE PHASE

VRF EQUIPMENT, TO

BE COMPLETED IN

A FUTURE PHASE

PROPANE TANK, TO

BE COMPLETED IN A

FUTURE PHASE

4'-0" HIGH RETAINING

WALL, SEE CIVIL DWGS

AND STRUCT. DWGS

ACCESSIBLE PARKING SPOTS

FIRE ACCESS ROAD

4'-0" HIGH RETAINING

WALL AND CONCRETE PAD

FOR ELEC. TRANSFORMER,

SEE CIVIL DWGS AND

STRUCT. DWGS

2' TO 8' HIGH RETAINING WALL, SEE

CIVIL DWGS AND STRUCT. DWGS

RECREATION CENTER,

TO BE COMPLETED IN

A FUTURE PHASE

A1.0

A1.02

A1.0

327' - 4"

DRAWN BY:DRAWN BY:DRAWN BY:DRAWN BY:

SCALE:SCALE:SCALE:SCALE:

PROJECT:PROJECT:PROJECT:PROJECT:

50 ALBERIGI DRIVE 50 ALBERIGI DRIVE 50 ALBERIGI DRIVE 50 ALBERIGI DRIVE

SUITE 115SUITE 115SUITE 115SUITE 115

JESSUP, PA 18434JESSUP, PA 18434JESSUP, PA 18434JESSUP, PA 18434

(570) 224(570) 224(570) 224(570) 224----1934193419341934

WWW.ARCHWWW.ARCHWWW.ARCHWWW.ARCH----MB.COMMB.COMMB.COMMB.COM

©©©©2222000022226666

DATE:DATE:DATE:DATE:

PROJECT NOPROJECT NOPROJECT NOPROJECT NO

REVISIONREVISIONREVISIONREVISION DDDDAAAATTTTEEEE

CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:

ISSUED

FOR BID

NOTES:NOTES:NOTES:NOTES:

AAAAssss iiiinnnnddddiiiiccccaaaatttteeeedddd

A1.0

VVVVSSSS,,,,LLLLSSSS

SSSSIIIITTTTEEEE PPPPLLLLAAAANNNN AAAANNNNDDDD

RRRREEEETTTTAAAAIIIINNNNIIIINNNNGGGG

WWWWAAAALLLLLLLL DDDDEEEETTTTAAAAIIIILLLL

SSSSUUUUSSSSQQQQUUUUEEEEHHHHAAAANNNNNNNNAAAA

COUNTYCOUNTYCOUNTYCOUNTY

RECREATIONRECREATIONRECREATIONRECREATION

CENTERCENTERCENTERCENTER

NEW MILFORD, PANEW MILFORD, PANEW MILFORD, PANEW MILFORD, PA

6666////00001111////2222000022226666 22222222000011113333

MMMMBBBB

6/01/20266/01/20266/01/20266/01/2026

SCALE: 3" = 1'-0"2 RETAINING WALL DETAIL

SCALE: 1" = 50'-0"1 SITE PLAN

N

TRUE

NORTH

BUILDING

NORTH

N

NOTE: SEE CIVIL DRAWINGS FOR MORE INFORMATION

429 PITTSTON AVENUE

SCRANTON, PA 18505

(570) 224-1934

WWW.ARCH-MB.COM

PROJECT

DATE�

PROJECT NO.

REVISION DATE

SCA/E�

NOTES�

DRAWN BY�

CHEC.ED BY�

ISSUED

FOR BID

06/01/2026

DANIEL J. HORN, P.E.

PROFESSIONAL ENGINEER

PA STATE LIC. NO. PE080643

SUSQUEHANNA

COUNTY

RECREATION

CENTER

NEW MILFORD, PA

GENERAL

STRUCTURAL

NOTES

S0.1

AS SHOWN

DJH/JC/JMB

APS

AutoCAD SHX Text

SYMBOL KEY/LEGEND

AutoCAD SHX Text

NEW COLUMN GRID LINE

AutoCAD SHX Text

MOMENT CONNECTION

AutoCAD SHX Text INDICATES SPAN OF METAL DECK. DECK SPANS PERPENDICULAR TO FRAMING UNLESS OTHERWISE NOTED.

AutoCAD SHX Text

SECTION NUMBER

AutoCAD SHX Text

SECTION SHEET LOCATION

AutoCAD SHX Text

DROP-IN FRAME FOR OPENING IN ROOF CONSTRUCTION

AutoCAD SHX Text

ABBREVIATIONS

AutoCAD SHX Text ADJ. ADJUSTMENT ADJUSTMENT ALT. ALTERNATIVE ALTERNATIVE ATTACH. ATTACHMENT ATTACHMENT BOTT. BOTTOM BOTTOM BLDG. BUILDING BUILDING BM. BEAM BEAM CANT. CANTILEVER CANTILEVER CENTERLINE CENTERLINE CLR. CLEAR CLEAR CA; C.A. COLUMN ABOVE COLUMN ABOVE CB; C.B. COLUMN BELOW COLUMN BELOW COL COLUMN COLUMN CONC. CONCRETE CONCRETE CONN. CONNECTION CONNECTION CONT. CONTINUOUS CONTINUOUS DIA. DIAMETER DIAMETER DWG. DRAWING DRAWING EA. EACH EACH E.F. EACH FACEEACH FACE

AutoCAD SHX Text LLH; L.L.H. LONG LEG LONG LEG HORIZONTAL HORIZONTAL LLV; L.L.V. LONG LEG LONG LEG VERTICAL L.P. LOW POINT LOW POINT LOC(S) LOCATION(S) LOCATION(S) MAX. MAXIMUM MAXIMUM MID. MIDDLE MIDDLE MIN. MINIMUM MINIMUM NO. NUMBER NUMBER NTS NOT TO SCALE NOT TO SCALE O.C. ON-CENTER ON-CENTER PLATE PLATE PSF POUNDS PER POUNDS PER SQUARE FOOT PSI POUNDS PER POUNDS PER SQUARE INCH R.A. ROOF DRAIN ROOF DRAIN REINF. REINFORCINGREINFORCING

AutoCAD SHX Text REQ'D REQUIRED REQUIRED S.C. SLIP CONNECTION SLIP CONNECTION S.O.G. SLAB-ON-GRADE SLAB-ON-GRADE SPL. SPLICE SPLICE SP. SPACING SPACING SST SIMPSON SIMPSON STRONG-TIE SQ. SQUARE SQUARE SYM. SYMMETRY SYMMETRY T & B TOP AND BOTTOM TOP AND BOTTOM THK. THICKNESS THICKNESS T.O.J. TOP OF JOIST TOP OF JOIST T.O.S. TOP OF STEEL TOP OF STEEL TYP. TYPICAL TYPICAL U.O.N. UNLESS OTHERWISE UNLESS OTHERWISE NOTED VERT. VERTICAL VERTICAL W.W.F. WELDED WIRE WELDED WIRE FABRIC

AutoCAD SHX Text EL; ELEV. ELEVATION ELEVATION E.O.D. EDGE OF DECK EDGE OF DECK E.O.S. EDGE OF SLAB EDGE OF SLAB EQ. EQUAL/EQUALLY EQUAL/EQUALLY E.W. EACH WAY EACH WAY EXP. EXPANSION EXPANSION E.J. EXPANSION JOINT EXPANSION JOINT EXT. EXTENTION EXTENTION FIN. FINISH FINISH FT. FOOT/FEET FOOT/FEET FTG. FOOTING FOOTING H HANGER HANGER H.P. HIGH POINT HIGH POINT HOR./HORIZ. HORIZONTAL HORIZONTAL H.S.B. HIGH STRENGTH HIGH STRENGTH BOLT IN. INCHES INCHES JT. JOINT JOINT LBS; # POUNDSPOUNDS

AutoCAD SHX Text

GENERAL PROJECT INFORMATION

AutoCAD SHX Text

UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY

AutoCAD SHX Text

1. "LOADS" INDICATED IN THE DESIGN LOAD CRITERIA TABLE ARE THOSE USED IN DESIGN OF THE BUILDING SUPERSTRUCTURE. "LOADS" INDICATED IN THE DESIGN LOAD CRITERIA TABLE ARE THOSE USED IN DESIGN OF THE BUILDING SUPERSTRUCTURE. 2. DESIGN LOADS AND CRITERIA USED IN THE DESIGN OF SPECIALTY STRUCTURAL SYSTEMS (i.e. CURTAINWALL, FIRESTAIRS, DESIGN LOADS AND CRITERIA USED IN THE DESIGN OF SPECIALTY STRUCTURAL SYSTEMS (i.e. CURTAINWALL, FIRESTAIRS, COLD-FORMED METAL FRAMING, ARCHITECTURAL PRECAST CONCRETE, METAL PANELS, ETC.) ARE TO BE DETERMINED BY A THIRD PARTY ENGINEER CONTRACTED BY THE SPECIALTY STRUCTURAL SYSTEM MANUFACTURER IN ACCORDANCE WITH CODE REQUIREMENTS OF THE GOVERNING JURISDICTION. THE SPECIALTY STRUCTURAL ENGINEER IS RESPONSIBLE FOR ALL CONNECTIONS OF THESE SYSTEMS TO THE SUPERSTRUCTURE, INCLUDING, BUT NOT LIMITED TO, ENGINEERING, DETAILING, AND INSTALLATION. IF ALTERATION TO THE SUPERSTRUCTURE IS REQUIRED AS DETERMINED BY THE E.O.R. TO REINFORCE FOR HIGH CONCENTRATED FORCES APPLIED BY THE SPECIALTY SYSTEM CONNECTION, THE REINFORCEMENT AND COST SHALL BE BORNE BY THE SPECIALTY SUBCONTRACTOR AND SHALL BE CONSIDERED A PART OF THE SPECIALTY CONNECTION. 3. THE CONTRACTOR SHALL SUBMIT, FOR REVIEW, DRAWINGS AND CALCULATIONS FOR ALL PERFORMANCE ASSEMBLIES IDENTIFIED THE CONTRACTOR SHALL SUBMIT, FOR REVIEW, DRAWINGS AND CALCULATIONS FOR ALL PERFORMANCE ASSEMBLIES IDENTIFIED IN THE GENERAL NOTES AND LISTED BELOW: THE DESIGN OF THESE ASSEMBLIES IS THE RESPONSIBILITY OF THE CONTRACTOR'S ENGINEER REGISTERED IN THE PROJECT'S JURISDICTION. ALL SUBMITTALS SHALL BEAR THIS ENGINEER'S SEAL AND SIGNATURE. REVIEW SHALL BE FOR GENERAL CONFORMANCE WITH THE PROJECT REQUIREMENTS AS INDICATED ON THE DRAWINGS AND IN THE GENERAL NOTES. 3.1. NON-LOAD BEARING STUD WALL AND CURTAIN WALL SYSTEMS AND RELATED CONNECTIONS: DESIGNS SHALL TAKE INTO NON-LOAD BEARING STUD WALL AND CURTAIN WALL SYSTEMS AND RELATED CONNECTIONS: DESIGNS SHALL TAKE INTO ACCOUNT ALL VERTICAL AND LATERAL LOADS REQUIRED BY APPLICABLE BUILDING CODES. BACK UP SYSTEM AND CURTAIN WALL SHALL BE DESIGNED FOR A DEFLECTION AS SPECIFIED IN THE PROJECT SPECIFICATIONS PREPARED BY THE ARCHITECT. 3.2. METAL STAIRS AND METAL RAILINGS: DESIGNS SHALL TAKE INTO ACCOUNT ALL VERTICAL AND LATERAL LOADS REQUIRED METAL STAIRS AND METAL RAILINGS: DESIGNS SHALL TAKE INTO ACCOUNT ALL VERTICAL AND LATERAL LOADS REQUIRED BY APPLICABLE BUILDING CODES. WHERE HEADERS OR OTHER TYPES OF STRUCTURAL MEMBERS HAVE BEEN DESIGNATED BY THE STRUCTURAL ENGINEER OF RECORD TO SUPPORT THE STAIRS, THE CONNECTIONS FROM THE STAIRS SHALL BE DESIGNED SO THAT NO ECCENTRIC OR TORSIONAL FORCES ARE INDUCED IN THESE STRUCTURAL MEMBERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING HARDWARE AS REQUIRED BY THE STAIR DESIGN. 4. ALL DETAILS MARKED "TYPICAL" IN THE SET OF STRUCTURAL DRAWINGS SHALL BE APPLIED THROUGHOUT THE PROJECT AS ALL DETAILS MARKED "TYPICAL" IN THE SET OF STRUCTURAL DRAWINGS SHALL BE APPLIED THROUGHOUT THE PROJECT AS REQUIRED TO SATISFY THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL COORDINATE REQUIREMENTS FOR QUANTITY AND LOCATION WHERE THE "TYPICAL" DETAILS APPLY. 5. FAILURE ON THE PART OF THE CONTRACTOR TO REVIEW THE STRUCTURAL DRAWINGS OR THE DRAWINGS OF OTHER DISCIPLINES FAILURE ON THE PART OF THE CONTRACTOR TO REVIEW THE STRUCTURAL DRAWINGS OR THE DRAWINGS OF OTHER DISCIPLINES (i.e. ARCHITECTURAL, CIVIL, M.E.P., ETC.) TOGETHER WITH THE FULL EXTENT OF THE PROJECT SPECIFICATIONS DOES NOT NOT RELIEVE THEM OF THE RESPONSIBILITY TO FURNISH AND INSTALL ITEMS THAT ARE PART OF THEIR WORK AS INDICATED BY THE DRAWINGS AND SPECIFICATIONS OF OTHER TRADES. ALL STRUCTURAL TRADE CONTRACTORS AND SUBCONTRACTORS ARE PROHIBITED FROM EXCLUDING STRUCTURAL WORK FROM THEIR CONTRACT NOT SHOWN IN THE STRUCTURAL DRAWINGS. 6. THE STRUCTURAL DRAWINGS FOR THIS PROJECT ARE NOT ISSUED FOR BID OR CONSTRUCTION UNLESS THE INDIVIDUAL SHEETS THE STRUCTURAL DRAWINGS FOR THIS PROJECT ARE NOT ISSUED FOR BID OR CONSTRUCTION UNLESS THE INDIVIDUAL SHEETS ARE IDENTIFIED AS "ISSUED FOR BID" OR "ISSUED FOR CONSTRUCTION."

AutoCAD SHX Text

SITE PREPARATION GENERAL NOTES

AutoCAD SHX Text

UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY

AutoCAD SHX Text

1. THE SURFACE OF THE EXPOSED SUB-GRADE SHALL BE INSPECTED BY PROBING OR TESTING TO CHECK FOR POCKETS OF THE SURFACE OF THE EXPOSED SUB-GRADE SHALL BE INSPECTED BY PROBING OR TESTING TO CHECK FOR POCKETS OF SOFT OF UNSUITABLE MATERIAL. EXCAVATE UNSUITABLE SOIL AS DIRECTED BY THE ON-SITE GEO-TECHNICAL ENGINEER AND/OR TESTING AGENCY. 2. FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL. PLACE IN 12 INCH MAXIMUM LOOSE LIFTS AND COMPACT TO A FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL. PLACE IN 12 INCH MAXIMUM LOOSE LIFTS AND COMPACT TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D1557. 3. ALL CONTROLLED FILL MATERIAL SHALL BE A SELECT GRANULAR MATERIAL FREE FROM ALL ORGANICS OR OTHERWISE ALL CONTROLLED FILL MATERIAL SHALL BE A SELECT GRANULAR MATERIAL FREE FROM ALL ORGANICS OR OTHERWISE DELETERIOUS MATERIAL WITH NOT MORE THAN 20% BY WEIGHT PASSING A NO. 200 SIEVE (CLASSIFIED AS SC, SM, SP OR BETTER IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM) AND WITH A PLASTICITY INDEX NOT EXCEEDING 6%. 4. PROVIDE FIELD DENSITY TESTS FOR EACH 3,000 S.F. OF BUILDING AREA FOR EACH LIFT OF CONTROLLED FILL. PROVIDE FIELD DENSITY TESTS FOR EACH 3,000 S.F. OF BUILDING AREA FOR EACH LIFT OF CONTROLLED FILL. 5. EXCAVATIONS SHALL BE KEPT DRY BY PUMPING UNTIL UNDERGROUND CONSTRUCTION IS COMPLETE. EXCAVATIONS SHALL BE KEPT DRY BY PUMPING UNTIL UNDERGROUND CONSTRUCTION IS COMPLETE. 6. LOOSENED BEARING SOILS SHALL BE RE-COMPACTED WITH A SMALL VIBRATORY PLATE COMPACTOR PRIOR TO PLACEMENT OF LOOSENED BEARING SOILS SHALL BE RE-COMPACTED WITH A SMALL VIBRATORY PLATE COMPACTOR PRIOR TO PLACEMENT OF REINFORCING BARS. 7. ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED BY THE GEO-TECHNICAL ENGINEER PRIOR TO CONCRETE PLACEMENT. ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED BY THE GEO-TECHNICAL ENGINEER PRIOR TO CONCRETE PLACEMENT. ALL SOFTENED OR OTHERWISE UNSUITABLE BEARING MATERIALS SHALL BE REMOVED AND REPLACED WITH LOAD-BEARING FILL OR WITH LEAN CONCRETE (2000 PSI). 8. THE CONTRACTOR SHALL LAYOUT THE ENTIRE BUILDING AND FIELD VERIFY ALL DIMENSIONS PRIOR TO EXCAVATION.THE CONTRACTOR SHALL LAYOUT THE ENTIRE BUILDING AND FIELD VERIFY ALL DIMENSIONS PRIOR TO EXCAVATION.

AutoCAD SHX Text

SHORING AND BRACING GENERAL NOTES

AutoCAD SHX Text

UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY

AutoCAD SHX Text

1. CONTRACTOR SHALL PROVIDE LAYOUT DRAWINGS AND CALCULATIONS FOR SHORING AND BRACING SYSTEM AND OTHER DATA, AS CONTRACTOR SHALL PROVIDE LAYOUT DRAWINGS AND CALCULATIONS FOR SHORING AND BRACING SYSTEM AND OTHER DATA, AS REQUIRED, PREPARED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF PENNSYLVANIA. SUBMIT TO ARCHITECT ONE WEEK PRIOR TO THE START OF WORK. 2. SHORING AND BRACING SHALL COMPLY WITH THE LOCAL BUILDING CODE AND ORDINANCES OF THE LOCAL GOVERNING SHORING AND BRACING SHALL COMPLY WITH THE LOCAL BUILDING CODE AND ORDINANCES OF THE LOCAL GOVERNING AUTHORITIES. 3. INSPECTION FOR STRUCTURAL STABILITY SHALL BE PROVIDED BY AN APPROVED LICENSED ENGINEER EMPLOYED BY THE INSPECTION FOR STRUCTURAL STABILITY SHALL BE PROVIDED BY AN APPROVED LICENSED ENGINEER EMPLOYED BY THE CONTRACTOR, AS REQUIRED BY LOCAL GOVERNING AUTHORITIES. 4. SUBMIT WEEKLY FIELD OBSERVATION REPORTS TO ARCHITECT DURING THE DURATION OF THE SHORING OPERATION. SUBMIT WEEKLY FIELD OBSERVATION REPORTS TO ARCHITECT DURING THE DURATION OF THE SHORING OPERATION. 5. BENCHMARKS ARE TO BE ESTABLISHED BEFORE EXCAVATIONS AND RE-SURVEYED WEEKLY BY A LICENSED LAND SURVEYOR BENCHMARKS ARE TO BE ESTABLISHED BEFORE EXCAVATIONS AND RE-SURVEYED WEEKLY BY A LICENSED LAND SURVEYOR EMPLOYED BY THE CONTRACTOR. 6. BRACING SHALL BE LOCATED TO CLEAR NEW CONSTRUCTION AND OTHER PERMANENT WORK. BRACING SHALL BE LOCATED TO CLEAR NEW CONSTRUCTION AND OTHER PERMANENT WORK. 7. MAINTAIN SHORING AND BRACING UNTIL STRUCTURAL ELEMENTS ARE RE-BRACED BY OTHER BRACING OR UNTIL PERMANENT MAINTAIN SHORING AND BRACING UNTIL STRUCTURAL ELEMENTS ARE RE-BRACED BY OTHER BRACING OR UNTIL PERMANENT CONSTRUCTION IS IN PLACE.

AutoCAD SHX Text

STRUCTURAL STEEL GENERAL NOTES

AutoCAD SHX Text

1. STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STEEL CONSTRUCTION STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STEEL CONSTRUCTION MANUAL FOURTEENTH EDITION - "ALLOWABLE STRESS DESIGN (ASD)" (AISC 360-16) 2. UNLESS OTHERWISE NOTED, ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS: UNLESS OTHERWISE NOTED, ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS: MEMBER ASTM MINIMUM STRENGTH ASTM MINIMUM STRENGTH MINIMUM STRENGTH ROLLED SHAPES A992 50 KSI A992 50 KSI 50 KSI OTHER ROLLED PLATES A36 36 KSI A36 36 KSI 36 KSI STRUCTURAL TUBING A500 (GRADE B) 46 KSI A500 (GRADE B) 46 KSI 46 KSI STRUCTURAL ROUND TUBE (HSS) A500 (GRADE B) 42 KSI A500 (GRADE B) 42 KSI 42 KSI PIPE (STRONG, X-STRONG,XX-STRONG) A53 (GRADE B) 35 KSI A53 (GRADE B) 35 KSI 35 KSI CONNECTION BOLTS A325 92 KSI A325 92 KSI 92 KSI ANCHOR BOLTS F1554 ---- F1554 ---- ---- THREADED RODS A36 36 KSI A36 36 KSI 36 KSI NON-SHRINK GROUT C1107 8,000 PSI C1107 8,000 PSI 8,000 PSI 3. ALL CONNECTION DETAILS SHOWN ON THE PLANS AND DETAILS ARE CONCEPTUAL, UNLESS NOTED OTHERWISE. CONNECTIONS ALL CONNECTION DETAILS SHOWN ON THE PLANS AND DETAILS ARE CONCEPTUAL, UNLESS NOTED OTHERWISE. CONNECTIONS SHALL BE SHEAR TYPE CONNECTIONS AND DESIGNED BY THE FABRICATOR FOR THE SHEAR REACTIONS SHOWN ON PLAN, OR IF REACTIONS ARE NOT SHOWN ON PLAN, FOR THE REACTION DUE TO THE MAXIMUM ALLOWABLE LOAD FROM THE APPROPRIATE SPAN AND SHAPE BASED ON THE BEAM TABLES OF THE AISC MANUAL OF STEEL CONSTRUCTION. UNLESS OTHERWISE NOTED, EACH REACTION END OF COMPOSITE BEAMS SHALL BE DESIGNED FOR 67% OF THE "TOTAL" UNIFORM LOAD COMPOSITE BEAMS SHALL BE DESIGNED FOR 67% OF THE "TOTAL" UNIFORM LOAD SHALL BE DESIGNED FOR 67% OF THE "TOTAL" UNIFORM LOAD CAPACITY. 4. MOMENT CONNECTIONS, BRACED FRAME CONNECTIONS, SPECIAL AND/OR COMPLEX CONNECTIONS ARE TO BE DESIGNED BY THE MOMENT CONNECTIONS, BRACED FRAME CONNECTIONS, SPECIAL AND/OR COMPLEX CONNECTIONS ARE TO BE DESIGNED BY THE FABRICATOR. THE FABRICATOR SHALL DESIGN THESE CONNECTIONS FOR THE FORCES SHOWN AND SUBMIT CALCULATIONS AND SHOP DRAWINGS BEARING THE SIGNED AND DATED SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE/COMMONWEALTH WHERE THE WORK IS DONE. COORDINATE WITH THE DETAILS FOR LOADING REQUIREMENTS. 5. MINIMUM BOLT DIAMETER SHALL BE 3/4" UNLESS OTHERWISE NOTED. BOLTS SHALL BE SHEAR/BEARING TYPE BOLTS AND BE MINIMUM BOLT DIAMETER SHALL BE 3/4" UNLESS OTHERWISE NOTED. BOLTS SHALL BE SHEAR/BEARING TYPE BOLTS AND BE "SNUG-TIGHT". 6. THE STEEL STRUCTURE IS A NON-SELF SUPPORTING STEEL FRAME AND IS DEPENDENT UPON DIAPHRAGM ACTION OF THE THE STEEL STRUCTURE IS A NON-SELF SUPPORTING STEEL FRAME AND IS DEPENDENT UPON DIAPHRAGM ACTION OF THE METAL (ROOF/FLOOR) DECK AND COMPLETED CONNECTIONS OF THE MOMENT FRAMES AND/OR BRACED FRAMES FOR STABILITY AND RESISTANCE TO WIND AND SEISMIC FORCES. THE ERECTOR SHALL PROVIDE ALL TEMPORARY SUPPORTS REQUIRED FOR STABILITY AND RESISTANCE OF WIND AND SEISMIC LOADS DURING ERECTION. 7. WELDING SHALL BE IN ACCORDANCE WITH AMERICAN WELDING SOCIETY (AWS) SPECIFICATION D1.1 USING E7OXX ELECTRODES. WELDING SHALL BE IN ACCORDANCE WITH AMERICAN WELDING SOCIETY (AWS) SPECIFICATION D1.1 USING E7OXX ELECTRODES. UNLESS OTHERWISE NOTED, PROVIDE CONTINUOUS MINIMUM SIZED FILLET WELDS PER AISC REQUIREMENTS. FILLER MATERIALS SHALL HAVE A MINIMUM YIELD STRENGTH OF 58 KSI. 8. WHERE "CONTINUOUS CHORD" ANGLES ARE INDICATED, PROVIDE A CONTINUOUS BUTT WELD OR FULL PENETRATION WELD AT WHERE "CONTINUOUS CHORD" ANGLES ARE INDICATED, PROVIDE A CONTINUOUS BUTT WELD OR FULL PENETRATION WELD AT THE SPLICE POINTS. THE STEEL FABRICATOR MAY SUBMIT AN ALTERNATE BOLTED CONNECTION DETAIL FOR APPROVAL. 9. MOMENT CONNECTIONS DENOTED THUS ( ) ON PLAN. SEE TYPICAL DETAILS. MOMENT CONNECTIONS DENOTED THUS ( ) ON PLAN. SEE TYPICAL DETAILS. 10. WHERE STEEL BEAMS BEAR ACROSS BUILDING EXPANSION JOINTS OR AT WALL CONTROL JOINTS, PROVIDE A "SLIP" WHERE STEEL BEAMS BEAR ACROSS BUILDING EXPANSION JOINTS OR AT WALL CONTROL JOINTS, PROVIDE A "SLIP" CONNECTION PER TYPICAL DETAILS. 11. HOLES IN STEEL BEAMS SHALL BE DRILLED OR PUNCHED. ALL SLOTTED HOLES SHALL BE PROVIDED WITH SMOOTH EDGES. HOLES IN STEEL BEAMS SHALL BE DRILLED OR PUNCHED. ALL SLOTTED HOLES SHALL BE PROVIDED WITH SMOOTH EDGES. BURNING OF HOLES AND TORCH CUTTING AT THE SITE IS NOT PERMITTED. 12. THE STRUCTURAL STEEL ERECTOR SHALL PROVIDE TEMPORARY GUYING AND BRACING AS REQUIRED. COLUMNS, ANCHOR BOLTS, THE STRUCTURAL STEEL ERECTOR SHALL PROVIDE TEMPORARY GUYING AND BRACING AS REQUIRED. COLUMNS, ANCHOR BOLTS, BASE PLATES, ETC. HAVE BEEN DESIGNED FOR THE FINAL COMPLETE CONDITION, AND HAVE NOT BEEN INVESTIGATED FOR POTENTIAL LOADINGS ENCOUNTERED DURING STEEL ERECTION AND CONSTRUCTION. ANY INVESTIGATION OF THE COLUMNS, ANCHOR BOLTS, FRAMING, ETC. FOR ADEQUACY DURING THE STEEL ERECTION AND CONSTRUCTION PROCESS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 13. STEEL FABRICATORS SHALL BE AN AISC CERTIFIED SHOP FOR CATEGORY I STEEL STRUCTURES AND MAINTAIN DETAILED QUALITY STEEL FABRICATORS SHALL BE AN AISC CERTIFIED SHOP FOR CATEGORY I STEEL STRUCTURES AND MAINTAIN DETAILED QUALITY CONTROL PROCEDURES AS REQUIRED TO SATISFY THE SPECIAL INSPECTION REQUIREMENTS OF THE LATEST BUILDING CODE HAVING JURISDICTION. AISC CERTIFICATION MAY BE WAIVED AT THE DISCRETION OF THE OWNER OR ENGINEER-OF-RECORD FOR NON-CERTIFIED FABRICATORS WHO HAVE SUFFICIENT EQUIVALENT PROJECT EXPERIENCE. 13.1. IF AISC CERTIFICATION IS WAIVED THE INTERNATIONAL BUILDING CODE REQUIRES THAT SITE SPECIAL INSPECTION AT THE IF AISC CERTIFICATION IS WAIVED THE INTERNATIONAL BUILDING CODE REQUIRES THAT SITE SPECIAL INSPECTION AT THE THE INTERNATIONAL BUILDING CODE REQUIRES THAT SITE SPECIAL INSPECTION AT THE FABRICATORS FACILITY IS TO BE PROVIDED AT THE EXPENSE OF THE OWNER AS REQUIRED PER CHAPTER 17. SPECIAL AS REQUIRED PER CHAPTER 17. SPECIAL SPECIAL INSPECTION IS THE RESPONSIBILITY OF THE CONTRACTOR AND PROJECT OWNER. THE FABRICATOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND RESOLVING ALL DISCREPANCIES WITH APPROVED CONSTRUCTION DOCUMENTS. 14. UNLESS OTHERWISE NOTED, STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE WEATHER, INCLUDING ALL BRICK SHELF UNLESS OTHERWISE NOTED, STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE WEATHER, INCLUDING ALL BRICK SHELF ANGLES, SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123. PROTECTIVE PROTECTIVE COATING DAMAGED DURING THE TRANSPORT, ERECTING AND FIELD WELDING PROCESS SHALL BE REPAIRED IN THE FIELD TO MATCH THE SHOP APPLIED COATING.THE OWNER WILL HIRE AN INDEPENDENT TESTING AGENCY TO PROVIDE SPECIAL INSPECTIONS OF THE BOLTING, WELDING, AND OTHER ITEMS IN ACCORDANCE WITH THE LATEST BUILDING CODES HAVING JURISDICTION. 15. SPECIAL OR COMPLEX CONNECTIONS THAT ARE TO BE DESIGNED BY THE FABRICATOR ARE DENOTED AS SUCH ON PLAN. THE SPECIAL OR COMPLEX CONNECTIONS THAT ARE TO BE DESIGNED BY THE FABRICATOR ARE DENOTED AS SUCH ON PLAN. THE FABRICATOR SHALL DESIGN THESE CONNECTIONS FOR THE FORCES SHOWN AND SUBMIT CALCULATIONS AND SHOP DRAWINGS BEARING THE SIGNED AND DATED SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE WORK IS DONE. 16. PROVIDE ANGLE FRAMES AT ALL ROOF OPENINGS AND MECHANICAL ROOFTOP UNITS PER TYPICAL DROP-IN FRAME DETAIL. PROVIDE ANGLE FRAMES AT ALL ROOF OPENINGS AND MECHANICAL ROOFTOP UNITS PER TYPICAL DROP-IN FRAME DETAIL. 17. REINFORCING SHALL BE PROVIDED AT CONNECTIONS WHERE CUTS HAVE REDUCED THE SHEAR OR MOMENT CAPACITY BELOW REINFORCING SHALL BE PROVIDED AT CONNECTIONS WHERE CUTS HAVE REDUCED THE SHEAR OR MOMENT CAPACITY BELOW THAT REQUIRED TO SUSTAIN THE REACTION. FLANGES AND WEB ARE TO BE REINFORCED WHERE THE LOCAL CAPACITY TO SUSTAIN LOAD IS INADEQUATE. 18. STEEL FABRICATOR TO SUPPLY 16 GAGE CLOSURE ANGLES AROUND ALL FLOOR OPENINGS AND PERIMETER OF BUILDING STEEL FABRICATOR TO SUPPLY 16 GAGE CLOSURE ANGLES AROUND ALL FLOOR OPENINGS AND PERIMETER OF BUILDING WHERE THE SLAB EDGE IS LESS THAN 6" IN LENGTH FROM THE BEAM CENTERLINE. FOR SLAB OVERHANG GREATER THAN 6" FROM THE BEAM CENTERLINE REFER TO TYPICAL SLAB EDGE DETAILS. TYPICAL SLAB EDGE DETAILS. . 19. SEE ARCHITECTURAL DETAILS ON ROOF DRAINS AND MISCELLANEOUS ROOF OPENINGS FOR CURBS AND OF BUILDING. FOR SEE ARCHITECTURAL DETAILS ON ROOF DRAINS AND MISCELLANEOUS ROOF OPENINGS FOR CURBS AND OF BUILDING. FOR SLAB OVERHANG GREATER THAN 6" REFER TO TYPICAL SLAB EDGE DETAIL. 20. SEE ARCHITECTURAL DETAILS ON ROOF DRAINS AND MISCELLANEOUS ROOF OPENINGS FOR CURBS AND MISCELLANEOUS ANGLE SEE ARCHITECTURAL DETAILS ON ROOF DRAINS AND MISCELLANEOUS ROOF OPENINGS FOR CURBS AND MISCELLANEOUS ANGLE IRON. 21. MISCELLANEOUS IRON CONTRACTOR TO PROVIDE MISCELLANEOUS STEEL SHOWN ON ARCHITECTURAL DRAWINGS THAT IS NOT MISCELLANEOUS IRON CONTRACTOR TO PROVIDE MISCELLANEOUS STEEL SHOWN ON ARCHITECTURAL DRAWINGS THAT IS NOT SHOWN ON STRUCTURAL DRAWINGS. 22. ALL STEEL USED IN THE FABRICATION OF EXPOSED STRUCTURAL STEEL, INCLUDING CONNECTIONS, SHALL BE CONSIDERED ALL STEEL USED IN THE FABRICATION OF EXPOSED STRUCTURAL STEEL, INCLUDING CONNECTIONS, SHALL BE CONSIDERED ARCHITECTURALLY EXPOSED STRUCTURAL STEEL AND WILL BE SUBJECT TO THE OF SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR ALL STEEL BUILDINGS AND BRIDGES, MARCH 18, 2005. 23. AT LOCATIONS ON THE ARCHITECTURAL DRAWINGS OR OTHER TRADES WHERE A STEEL ANGLE OR PLATE IS SHOWN AT LOCATIONS ON THE ARCHITECTURAL DRAWINGS OR OTHER TRADES WHERE A STEEL ANGLE OR PLATE IS SHOWN DIAGRAMMATICALLY AND REFERENCE IS MADE TO THE STRUCTURAL DRAWINGS FOR SIZE, PROVIDE MINIMUM THICKNESS OF 3/8" MATERIAL AND PLATE WIDTH OR ANGLE SIZE AS SCALED FOR THE DRAWINGS. INSTALL THE PLATE OR ANGLE TO THE EXTENT REQUIRED TO ACCOMPLISH A COMPLETE JOB. 24. STRUCTURAL STEEL FABRICATOR AND INSTALLER SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL FRAMED OPENINGS IN STRUCTURAL STEEL FABRICATOR AND INSTALLER SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL FRAMED OPENINGS IN FRAMED FLOORS AND ROOF WITH APPROVED EQUIPMENT MANUFACTURER(S). OPENINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO: MECHANICAL UNITS, EXHAUST FANS, CURB MOUNTED EQUIPMENT, ROOF DRAINS, SKYLIGHTS, STAIRS, SMOKE HATCHES, DUCT PENETRATIONS, EXPANSION JOINTS, ETC. 25. THE CONTRACTOR IS REQUIRED TO PROVIDE AN AFFIDAVIT, AT THE COMPLETION OF THE JOB, TO THE EFFECT THAT THE THE CONTRACTOR IS REQUIRED TO PROVIDE AN AFFIDAVIT, AT THE COMPLETION OF THE JOB, TO THE EFFECT THAT THE STRUCTURAL STEEL FRAME IS PLUMB AND LEVEL WITHIN THE NORMAL TOLERANCES SPECIFIED BY CODE AND/OR PROJECT SPECIFICATIONS. 26. THE CONTRACTOR SHALL PROVIDE A CERTIFIED SURVEY SHOWING THE EXACT LOCATIONS OF THE CENTERS OF COLUMNS AT THE CONTRACTOR SHALL PROVIDE A CERTIFIED SURVEY SHOWING THE EXACT LOCATIONS OF THE CENTERS OF COLUMNS AT THE TOP MOST LEVEL, EXACTLY AS INSTALLED. THIS INFORMATION SHALL BE INCORPORATED INTO THE "AS BUILT" DRAWINGS. 27. CONTRACTOR IS TO SUBMIT THE FOLLOWING TO THE ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL: CONTRACTOR IS TO SUBMIT THE FOLLOWING TO THE ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL: A. PRODUCT DATA: PRODUCT DATA: i. NON-SHRINK GROUT. NON-SHRINK GROUT. ii. POST-INSTALLED, DRILLED AND EPOXY ANCHORS. POST-INSTALLED, DRILLED AND EPOXY ANCHORS. B. WELDING CERTIFICATES WELDING CERTIFICATES C. SHOP DRAWINGS: SHOW FABRICATION OF STRUCTURAL-STEEL COMPONENTS: SHOP DRAWINGS: SHOW FABRICATION OF STRUCTURAL-STEEL COMPONENTS: i. INCLUDE DETAILS OF CUTS, CONNECTIONS, SPLICES, CAMBER, HOLES AND OTHER PERTINENT DATA. INCLUDE DETAILS OF CUTS, CONNECTIONS, SPLICES, CAMBER, HOLES AND OTHER PERTINENT DATA. ii. INCLUDE EMBEDMENT DRAWINGS. INCLUDE EMBEDMENT DRAWINGS. iii. INDICATE WELDS BY STANDARD A.W.S. SYMBOLS, DISTINGUISHING BETWEEN SHOP AND FIELD WELDS, AND SHOW INDICATE WELDS BY STANDARD A.W.S. SYMBOLS, DISTINGUISHING BETWEEN SHOP AND FIELD WELDS, AND SHOW SIZE, LENGTH, AND TYPE OF EACH WELD. iv. INDICATE TYPE, SIZE AND LENGTH OF BOLTS, DISTINGUISHING BETWEEN SHOP AND FIELD BOLTS. IDENTIFY INDICATE TYPE, SIZE AND LENGTH OF BOLTS, DISTINGUISHING BETWEEN SHOP AND FIELD BOLTS. IDENTIFY PRE-TENSIONED AND SLIP-CRITICAL HIGH-STRENGTH BOLTED CONNECTIONS. v. ERECTION PLAN SHOP DRAWING SHOWING LAYOUT OF STEEL FRAMING SHALL BE PROVIDED AND BE AT A MINIMUM ERECTION PLAN SHOP DRAWING SHOWING LAYOUT OF STEEL FRAMING SHALL BE PROVIDED AND BE AT A MINIMUM SCALE OF 1/8" = 1'-0".

AutoCAD SHX Text

UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY

AutoCAD SHX Text

FOUNDATION DESIGN AND CONSTRUCTION CRITERIA

AutoCAD SHX Text

UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY

AutoCAD SHX Text

1. FOUNDATION DESIGN CRITERIA IS TAKEN FROM THE GEOTECHNICAL ENGINEERING…