Attachment 2 - Site Plan, Notes and Details.pdf

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

~100' FROM E.O.P.

32'

24'

28' x 20' PREFABRICATED WOOD SHELTER.BASE BID: CONTRACTOR TO INSTALL CONCRETEFOOTINGS/BRACKETS, PROVIDE AND DELIVERCOMPLETE SHELTER BUILDING PACKAGE TO SITEFOR SITE STAFF TO ERECT.

ADD. ALT.: CONTRACTOR TO ERECT SHELTER.

EXISTING WATER LINE

EXPLORATION AREAS.

INTERCEPT AND

CONNECT NEW 1" P.E.

EXSTIMATED LOCATION OF

EXISTING 1" WATER LINE.

EXACT LOCATION UNKNOWN.

RECONNECT LATERALS INTO

SINGLE SOLID 4" PVC AND INSTALL

TOWARDS LAKE. INSTALL 4" PVC

GATE VALVE IN ACCESSIBLE PIT

INSTALL 4" PVC SWING-TYPE

CHECK VALVE IN ACCESSIBLE PIT

4" PERF. PVC SEPTIC LATERALS WITH GRAVELSEEPAGE BEDS, MIN. 500 S.F. TOTAL SEEPAGE AREA(2 X 2.5' WIDE X 100' LONG, @ 7.5' C.L. SPACING)

VALVE PIT WITH 1" BRASS

CURB STOP WITH DRAIN FOR

WINTERIZATION

NEW 1" P.E. WATER LINE TO FISH CLEANING

STATION. INSTALL IN 2" PVC CASINGS

UNDER PAVEMENT AND CONCRETE SLAB

NEW 1500 GALLON CONCRETE

SEPTIC TANK WITH DUAL RISERS

AND INTERMEDIATE BAFFLE

6" x 6" x 6" VERITCAL SANITARY

TEE WITH CLEANOUT/VENT.

REDUCE TO 4" PVC TO SEPTIC

TANK IF REQUIRED.

100'

NEW BARRICUDA 6096 FISH CLEANING STATION (BY OTHERS)CONTRACTOR TO ROUGH-IN WATER, SANITARY, ANDELECTRICAL CONDUITS/PIPING PER ATTACHED SCHEMATICS.

REMOVE 32' X 24' EXISTING ASPHALT PAVEMENT AND REPLACEWITH 5" CONCRETE SLAB ON GRADE OVER 6" IDOT CA-6AGGREGATE. INSTALL COLUMN FOOTINGS/BRACKETS FORSHELTER. ALIGN SLAB WITH REAR EDGE OF PARKING LOT.

OUTLET 4" PVC AT LAKE LEVEL.

CAP WITH WIRE RODENT SCREEN

REMOVE AND REPLACE

ASPHALT PAVEMENT

REMOVE AND REPLACE

ASPHALT PAVEMENT

VERIFY EXISTING WATER LINE

SIZE/MATERAL AND INSTALL

COMPATIBLE BRASS TEE

CONNECT TO EXISTING

ELECTRICAL DISTRIBUTION

PANEL WITH NEW 60A

2-POLE BREAKER

INSTALL 60A/240VAC SUBPANEL ON NE SHELTER POST.INSTALL 30A/240VAC BRANCH CIRCUIT IN CONDUITBELOW GRADE TO NEW FISH CLEANING STATION. TRENCH NEW WIRE IN CONDUIT

SIZED FOR 60A/240 VAC SUBPANEL

TO BE INSTALLED AT SHELTER.

COLUMN FOOTING (TYP. 8)

EXISTING VAULT

TOILET

BOAT RAMP TO

BALDWIN LAKE

DISTRIBUTION BOX

EXISTING ASPHALT

PARKING LOT

Feet 0 40 80

SITE WORK NOTES:

1. GENERAL

1.1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS, AND THE ILLINOIS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION, 2022 EDITION (IDOT STANDARD SPECIFICATIONS).

1.2. ALL WORK SHALL BE COORDINATED WITH THE SITE SUPERINTENDENT, AND COMPLETED IN A SAFE AND

ORDERLY MANNER.

1.3. THE MARINA WILL CONTINUE TO REMAIN OPEN TO THE PUBLIC DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL, BARRICADES, CONES, AS NECESSARY TO MAINTAIN A SAFE WORKSITE.

1.4. CONTRACTOR IS REPSONSIBLE FOR ALL LAYOUT AND GRADE VERIFICATION NEEDED TO COMPLETE THE WORK ON THE SITE PLAN AS DEPICTED. SOME ITEMS MAY BE SHOWN SCHEMATICALLY AND REQUIRE MINOR FIELD ADJUSTMENTS TO MAINTAIN PROPER GRADE, FUNCTION, OR CODE COMPLIANCE BASED ON ACTUAL CONDITIONS. PRIOR TO BEGINNING ANY SITE WORK, CONTRACTOR SHALL VERIFY/SURVEY SITE CONIDTIONS AND PROVIDE PRELIMINARY STAKE OUT ALL PROPOSED SITE COMPONENTS, SLOPES, AND INVERTS, AND

PROPOSED ADJUSTMENTS FOR REVIEW AND CONCURRENCE BY IDNR STAFF.

1.5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND AVOIDING CONFLICTS WITH ANY EXISTING SITE

UTILITIES. SITE OWNED UTILITIES MAY NOT BE LOCATED BY J.U.L.I.E.

1.6. ALL EXCAVATED DIRT, PAVEMENT, AND OTHER MATERIALS SHALL BE HAULED OFFSITE AND DISPOSED OF IN

A LEGAL MANNER.

1.7. ALL WORK SHOWN AND DESCRIBED IS INCLUDED IN THE BASE BID, WITH THE EXCEPTION OF ERECTING OF

THE WOODEN SHELTER, WHICH IS TO BE BID AS AN ADDITIVE ALTERNATE.

2. PAVEMENT REMOVAL AND PATCHING

2.1. CONTRACTOR SHALL SAW CUT AND REMOVE EXISTING ASPHALT PAVEMENT AND BASE MATERIAL IN

PROPOSED SLAB LOCATION AS SHOWN ON THE SITE PLAN TO A DEPTH OF 11" PER SECTION 440 OF THE IDOT

STANDARD SPECIFICATIONS, AND THE SUBGRADE THEN RECOMPACTED.

2.2. PAVEMENT PATCHING OVER UTILITY CUTS SHALL BE IN ACCORDANCE WITH SECTION 442 OF THE STANDARD

SPECIFICATIONS.

2.3. REPLACEMENT ASPHAT SHALL BE A MINIMUM THICKNESS OF 4" AND IDOT N50 MIX "C" OR GREATER.

2.4. BACKFILL FOR UTILITY TRENCHES UNDER PAVEMENT AREAS SHALL BE COMPLETED WITH COMPACTED IDOT

CA-6, CA-7, OR SIMILAR.

3. CONCRETE SLAB AND FOOTINGS

3.1. NEW CONCRETE SLAB SHALL CONSIST OF 5" OF I.D.O.T. CLASS SI CONCRETE WITH 6"X6"-W.2.1X2.1 WELDED

WIRE MESH, ON 6" OF COMPACTED CA-6 AGGREGATE.

3.2. SLAB SHALL MAINTAIN EXISTING DRAINAGE PATTERNS, AND NOT EXCEED 2% SLOPE IN ANY DIRECTION.

3.3. CONCRETE SHALL BE FORMED, PLACED, FINISHED, CURED, AND JOINTED IN ACCORDANCE WITH SECTION

424 OF THE STANDARD SPECIFICATIONS. JOINT SPACING SHALL BE AT A MAXIMUM OF 12'. SLAB SHALL HAVE

A LIGHT BROOMED FINISH.

3.4. SURROUNDING ASPHALT EDGES SHALL BE CUT STRAIGHT AND VERTICAL, AND MAY BE USED AS A FORM GUIDE ALONG WITH PREFORMED EXPANSION MATERIAL. JOINT SHALL BE SEALED UPON COMPLETION.

3.5. REINFORCED CONCRETE FOOTINGS FOR SHELTER SHALL BE AS SHOWN PER THE DETAIL ON THIS SHEET.

BRACKETS/ANCHORS SHALL BE WET-SET TYPE AND COORDINATED WITH THE SHELTER MANUFACTURER.

PLACE 1/2" EXPANSION MATERIAL BETWEEN FOOTINGS AND SLAB AND SEAL.

4. WATER

4.1. CONTRACTOR SHALL LOCATE EXISTING WATER LINE IN THE VICINITY, CONNECT WITH 1" BRASS TEE AND

EXTEND NEW 1" POLYETHYLENE WATER SERVICE LINE TO NEW FISH CLEANING STATION. INVESTIGATION BY THE CONTRACTOR WILL BE NECESSARY TO LOCATE THE LINE AND DETERMINE THE CONNECTION POINT.

4.2. NEW WATER LINE SHALL BE INSTALLED AT LEAST 36" DEEP WITH TRACER WIRE AND BE PLACED INSIDE A 2"

PVC CASING BENEATH ANY PAVEMENT AREAS, INCLUDING CONCRETE SLAB.

4.3. NEW WATER LINE SHALL BE STUBBED UP THROUGH CONCRETE SLAB AT WATER CONNECTION AREA OF NEW

FISH CLEANING STATION.

4.4. ADJACENT TO THE CONCRETE SLAB, CONTRACTOR SHALL INSTALL A 1" BRASS CURB STOP WITH DRAIN TO SHUT-OFF SIDE TO ALLOW FOR WINTERIZATION OF FISH CLEANING STATION. VALVE SHALL BE INSTALLED IN A VALVE/METER PIT AT LEAST 18" IN DIAMETER WITH A LOCKING CAST IRON LID, PLACED OVER A MINIMUM OF

12" OF PEA GRAVEL.

4.5. NEW LINE SHALL BE DISINFECTED AND ACTIVATED UP TO THE CURB STOP.

4.6. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH ILLINOIS PLUMBING CODE (PART 890).

5. ELECTRICAL

5.1. CONTRACTOR SHALL INSTALL A NEW 60 AMP 2-POLE BREAKER IN A SPARE SLOT ON THE EXISTING

ELECTRICAL DISTRIBUTION PANEL LOCATED BY THE BOAT RAMP, AND EXTEND A NEW BRANCH CIRCUIT IN CONDUIT TO A NEW 60 AMP 240 VAC SUBPANEL TO BE INSTALLED ON THE NORTHEAST POST OF THE NEW

SHELTER IN A NEMA 4 RATED ENCLOSURE.

5.2. FROM NEW SUBPANEL, INSTALL 30 AMP 2-POLE BREAKER AND WIRING IN CONDUIT TO ELECTRICAL CONNECTION AREA OF NEW FISH CLEANING STATION. STUB CONDUIT UP THROUGH CONCRETE SLAB AND

LEAVE SLACK IN WIRE FOR NEW CONNECTION.

5.3. INSTALL GROUND RODS AND CONNECTIONS NECESSARY FOR PROPER GROUNDING OF NEW SUBPANEL, SHELTER, AND FISH CLEANING STATION.

5.4. IF ALTERNATE BID TO COMPLETE SHELTER ERECTION IS NOT AWARDED, STUB UP CONDUITS AND WIRE WITH SLACK AT BASE OF NE POST AND PROVIDE NEW SUBPANEL TO SITE FOR LATER INSTALLATION BY OTHERS.

5.5. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT EDITION OF NFPA 70 (NEC). ACTUAL

CONDUIT AND WIRE SIZING/CONNECTIONS TO BE DETERMINED BY CONTRACTOR.

6. WASTEWATER

6.1. CONTRACTOR SHALL INSTALL A COMPLETE SEPTIC SYSTEM FOR DISPOSAL OF FISH WASTE AND WATER

FROM NEW FISH CLEANING STATION. ALL WORK SHALL BE IN ACCORDANCE WITH ILLINOIS PRIVATE SEWAGE DISPOSAL CODE (PART 905), HOWEVER A PERMIT IS NOT REQUIRED FROM THE LOCAL COUNTY OR STATE

HEALTH DEPARTMENTS.

6.2. A 6" PVC DISHARGE LINE SHALL BE STUBBED UP THROUGH THE SLAB AT THE FISH CLEANING STATION LOCATION, INCLUDING A BELOW GRADE P-TRAP AND VERTICAL WYE FITTING FOR CLEANOUT ACCESS INSIDE

THE CABINET.

6.3. 6" DISCHARGE SHALL RUN BENEATH SLAB TO NEW SEPTIC TANK LOCATED IN ADJACENT TURF AREA.

INCLUDE CLEANOUT, 4" REDUCER, AND VENTILATION AS SHOWN.

6.4. SEPTIC TANK SHALL BE MINIMUM 1500 GALLON CAPACITY AND MONOLITHIC CONCRETE CONSTRUCTION IN ACCORDANCE WITH SECTION 905.40. TANK SHALL INCLUDE AN INTERMEDIATE BAFFLE WITH SERVICE OPENINGS AT BOTH INLET AND OUTLET ENDS. BOTH SERVICE OPENINGS SHALL INCLUDE CONCRETE RISERS EXTENDING TO 6" ABOVE GROUND LEVEL, WITH LOCKABLE LIDS RATED FOR AT LEAST 500 LBS. TANK SHALL BE INSTALLED AT DETPH SO TOP OF INLET AND OUTLET PIPES ARE AT LEAST 24" BELOW GRADE.

6.5. DISCHARGE LINE FROM SEPTIC TANK SHALL BE 4" PVC, AND INCLUDE A 4" PVC SWING-TYPE CHECK VALVE NEXT TO TANK. VALVE SHALL BE PLACED IN A VALVE PIT AT LEAST 18" IN DIAMETER WITH A LOCKING CAST

IRON LID.

6.6. DISCHARGE LINE SHALL PROCEED INTO GRAVEL SEEPAGE SYSTEM WITH 4" PERFORATED PVC LATERALS

PROVIDING A MINIMUM OF 500 SQUARE FEET OF ABSORPTION AREA.

6.7. PERFORATED PVC LATERALS SHALL BE RECONSOLIDATED INTO A SINGLE SOLID 4" PVC LINE AND EXTENDED TO OUTLET AT BALDWIN LAKE SHORELINE TO ALLOW FOR FUTURE MAINTENANCE. OUTLET LINE SHALL INCLUDE A 4" PVC GATE VALVE INSTALLED IN A VALVE PIT AT LEAST 18" IN DIAMETER WITH LOCKABLE CAST

IRON LID.

7. EROSION CONTROL AND SITE RESTORATION

7.1. PRIOR TO BEGINNING ANY EXCAVATIONS CONTRACTOR SHALL PROVIDE AND MAINTAIN APPROPRIATE

EROSION CONTROL MEASURES AT SITE DISCHARGE POINTS TO PREVENT SEDIMENT RUNOFF INTO BALDWIN LAKE. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL SITE HAS BEEN STABILIZED WITH

SEED/MULCH.

7.2. ALL DISTURBED AREAS SHALL BE REGRADED WITH SALVAGED TOPSOIL, SEEDED, FERTILIZED AND MULCHED PER SECTIONS 250 AND 251 OF THE STANDARD SPECIFICATIONS. SEED MIX SHALL BE IDOT CLASS 2.

8. PREFABRICATED WOOD SHELTER

8.1. BASE BID: CONTRACTOR SHALL SELECT, FURNISH, AND DELIVER TO THE SITE A COMPLETED 20' X 28'

PRE-ENGINEERED WOODEN SHELTER BUILDING PACKAGE FROM ONE OF THE APPROVED MANUFACTURER'S MODELS LISTED PER THE ATTACHED SPECIFICATION 13127 "PRE-ENGINEERED SHELTER". SHELTER WILL BE ERECTED AT A LATER DATE BY SITE STAFF OR OTHERS. INSTALLATION OF CONCRETE FOOTINGS, ANCHORS, BRACKETS IS STILL TO BE COMPLETED WITH BASE BID.

8.2. ADDITIVE ALTERNATE: CONTRACTOR SHALL ERECT AND FINISH PRE-ENGINEERED SHELTER PER ATTACHED

SPECIFICATION 13127.

SHELTER COLUMN/FOOTING DETAIL

N.T.S.