HANCOCK PUBLIC SCHOOLS

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DRAWING INDEX:

424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

906.482.0535

906.482.6453 FAX

7184-21-0010

HANCOCK PUBLIC SCHOOLS

HANCOCK HIGH SCHOOL ENTRANCE DEVELOPMENT

HANCOCK PUBLIC SCHOOLS

HANCOCK HIGH SCHOOL ENTRANCE DEVELOPMENT

GENERAL NOTES:

PROJECT No.

DATE:

7184-21-0010

5/24/2021

BIDDING DOCUMENTS

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DRAWING PATH:

OWNER:

HANCOCK PUBLIC SCHOOLS

501 CAMPUS DR

HANCOCK, MICHIGAN, 49930

STEVE PATCHIN, SUPERINTENDENT

ARCHITECT/ENGINEER:

OHM ADVISORS

424 HANCOCK STREET

HANCOCK, MI 49930

906.482.0535

PROJECT CONTACT - LOUIS MEYETTE, PE

I Certify That The Civil Plans Were Prepared Under My Direct Supervision

501 CAMPUS DR.

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SHEET DATE CADD PROJ MGR ENG/ARCH PROJ NUMBER REVISIONS:

OHM-ADVISORS.COM

ARCHITECTS ENGINEERS PLANNERS

COPYRIGHT 2019 OHM ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF OHM AND THE SAME MAY NOT BE DUPLICATED, DISTRIBUTED, OR DISCLOSED WITHOUT PRIOR WRITTEN CONSENT OF OHM

COUNTY

MUNICIPALITY

R

ISSUE:

HANCOCK PUBLIC SCHOOLS

HANCOCK HIGH SCHOOL ENTRANCE DEVELOPMENT

NOTES

C-001

5/24/2021 7184-21-0010 CR/EM LM TM HOUGHTON HANCOCK

424 Hancock St

Hancock, MI 49930

P (906) 482-0535 | F (906) 482-6453

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----BIDDING DOCUMENTS CHARTER CABLE

359 US HIGHWAY 41E NEGAUNEE, MI 49866 HERB WALLINE

906-401-0632

[email protected]

CITY OF HANCOCK WATER

399 QUINCY ST. HANCOCK MI, 49930 DEVE PHILIJA

906-482-0619

CITY OF HANCOCK SANITARY/STORM 399 QUINCY ST. HANCOCK MI, 49930

LEROY KENNY, DPW 906-482-1480 (906)-370-1793

HANCOCK DPW WATER/SEWER/STORM

399 QUINCY STREET, HANCOCK MI, 49930 BILL MARLOR, DPW DIRECTOR

906-482-1480 (906)-370-8968 [email protected] SEMCO GAS MIKE KOSHT 1-800-475-1441 EXT 5910 906-250-7196 [email protected] UPPCO ELECTRIC 600 LAKESHORE DRIVE P.O. BOX 130 HOUGHTON, MI 49931 MIKE JURMU

906-483-4572

[email protected]

AT&T (MARQUETTE/HOUGHTON AREAS) PHONE/FIBER 200 N. THIRD ST. MARQUETTE, MI 49855 KURT BABCOCK 906-225-6168 [email protected] TRAVERSE POINT BENCHMARK EARTH DISTURBANCE

TOPO LEGEND

HEDGE/TREE FENCE CENTERLINE OF DITCH EDGE OF WATER CLEARING LIMIT

SYMBOL LEGEND

STORM MANHOLE

ROUND CATCH BASIN SANITARY MANHOLE PK NAIL SIDEWALK REMOVAL CHECK DAM CONIFEROUS TREE CONIFEROUS SHRUB DECIDUOUS TREE DECIDUOUS SHRUB UTILITY POLE CULVERT

CULVERT W/O END SECTION

CULVERT W/END SECTION

UTILITY LEGEND

ELECTRICAL * GAS\OIL WATER FIBER OPTIC * SANITARY STORM CABLE/TELEPHONE * MONUMENT TRANSFORMER PAD ROCK MAIL/NEWSPAPER BOX FIRE HYDRANT TURBIDITY CURTAIN

LIGHT/DECOR LAMP POLE

GATE VALVE & BOX

DEMOLITION LEGEND

REMOVE AND SALVAGE PAVERS

GENERAL NOTES

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL PERMITS AND POST ALL BONDS PRIOR TO CONSTRUCTION, OR ENSURE THAT ALL REQUIRED PERMITS AND BONDS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION.

2. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO

CONSTRUCTION BY CALLING MISS-DIG (811) AT LEAST 3 WORKING DAYS PRIOR TO EXCAVATION.ALL UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED WITH LIKE MATERIAL. THE EXACT LOCATION OF EXISTING UTILITIES SHALL BE LOCATED BY HAND DIGGING.

3. THE UTILITY LOCATIONS ARE BASED ON FIELD OBSERVATIONS AND A CAREFUL REVIEW OF UTILITY RECORDS. HOWEVER, IT IS NOT POSSIBLE TO DETERMINE THE PRECISE SIZE, LOCATION, DEPTH, PRESSURE, OR ANY OTHER CHARACTERISTICS OF UNDERGROUND UTILITIES, TANKS OR SEPTIC FIELDS WITHOUT EXCAVATION. THEREFORE, WE CANNOT GUARANTEE THE ACCURACY OR

COMPLETENESS OF THE BURIED UTILITY INFORMATION HEREON SHOWN. THE CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO LOCATE UTILITIES ON SITE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THESE UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND MAKE EVERY EFFORT TO PROTECT AND/OR RELOCATE THEM AS REQUIRED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER / SURVEYOR AS SOON AS POSSIBLE IN THE EVENT A DISCREPANCY IS FOUND.

4. THE CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGE TO STREETS, SIDEWALKS OTHER STRUCTURES AND ADJACENT AREAS CAUSED BY DEMOLITION OR HAULING OPERATIONS. 5. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO ENSURE WORKER SAFETY AND

COMPLIANCE WITH MI-OSHA GUIDELINES.

6. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS PRIOR TO CONSTRUCTION. ADJUST WORK AS REQUIRED TO MEET FIELD DIMENSIONS AT NO ADDITIONAL COST TO THE OWNER. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AS SOON AS POSSIBLE. 7. THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH THE

PROPOSAL AND ACCOMPANYING SPECIFICATIONS FOR THIS PROJECT INCLUDING THE 2012 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, AASHTO'S 2011 POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, THE 2011 MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE CITY OF HANCOCK.

8. THE CONTRACTOR SHALL CONDUCT OPERATIONS IN SUCH A MANNER AS TO COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES FOR NOISE LEVELS, HOURS OF OPERATION FOR

CONSTRUCTION ACTIVITY, VIBRATIONS, OR ANY OTHER RESTRICTIONS. NO ADDITIONAL COMPENSATION WILL BE DUE TO THE CONTRACTOR FOR ANY WINTER PROTECTION MEASURES THAT MAY BE REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS.

9. COORDINATION BY THE CONTRACTOR; NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY DELAY OR INCONVENIENCE DUE TO MATERIAL SHORTAGES OR DELAYS DUE TO THE OPERATIONS OF SUCH OTHER PARTIES DOING WORK INDICATED OR SHOWN ON THE PLANS OR IN THE PROPOSAL OR FOR ANY DELAYS IN CONSTRUCTION DUE TO THE ENCOUNTERING OF EXISTING UTILITIES THAT MAY OR MAY NOT BE SHOWN ON THE PLANS.

10. ANY QUANTITIES AND DIMENSIONS SHOWN IN PLANS ARE PROVIDED FOR INFORMATION ONLY, CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION.

ADJ ADJUST

APPROX APPROXIMATELY ASPH ASPHALT

B/BANK BOTTOM OF BANK CONC CONCRETE CT CURB TRANSITION C&G CURB AND GUTTER DIA DIAMETER DW DOMESTIC WATER EA EDGE OF ASPHALT ELEC ELECTRIC ELEV ELEVATION EX EXISTING F/C FACE OF CURB FF FINISH FLOOR FG FINISHED GRADE FT FEET HDCP HANDICAP

INV INVERT ELEVATION OB OBSERVATION WELL OH OVERHEAD OT OVER TOPPING PROP PROPOSED R RADIUS RES RESET

RIM TOP OF UTILITY/DRAINAGE STRUCTURE ROW RIGHT-OF-WAY

SAN SANITARY SP SPRING WATER SQFT SQUARE FEET STM STORM SYD SQUARE YARD TC TOP OF CURB TELE TELEPHONE TP TRAVERSE POINT TS&M TOPSOIL, SEED & MULCH TYP TYPICAL

T/BANK TOP OF BANK UG UNDER GROUND WEL WELL LINES W# WELL LINE WM WATER MAIN WTR WATER

REMOVAL

1. ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO STARTING REMOVALS.

2. REMOVALS SHALL BE DONE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.

3. SAW CUTTING FOR PAVEMENT REMOVAL AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER SHALL BE TO THE DEPTH REQUIRED FOR NEAT REMOVAL OF PAVEMENT OR CONCRETE. DO NOT OVERCUT PAST ENDS OR CORNERS. REPAIR/RESTORE ALL DAMAGED AREAS.

4. SAW CUTTING DEPTH SHALL BE ADEQUATE TO PREVENT SPALLING, CHIPPING, OR DAMAGE TO EXISTING PAVEMENT EDGES LEFT IN PLACE AS DIRECTED.

5. ANY ADDITIONAL TREE REMOVALS, CLEARING, GRADING, ETC. NEEDED FOR THE CONTRACTOR'S STAGING AND/OR WORK OPERATIONS SHALL BE COMPLETED AND AREA RESTORED TO THE SATISFACTION OF THE OWNER WITHOUT ADDITIONAL COMPENSATION.

6. ADDITIONAL WORK OUTSIDE OF THE LIMITS AS SHOWN ON THE PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO STARTING THE ADDITIONAL WORK.

7. MATERIALS REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE PROPERLY DISPOSED OF AT AN OFF SITE LOCATION.

CONSTRUCTION NOTES

1. CONTRACTOR SHALL KEEP ALL PUBLIC STREETS ADJACENT TO THE SITE FREE OF CONSTRUCTION DEBRIS AND SEDIMENT. DUST SHALL BE CONTROLLED ON SITE AT ALL TIMES BY WATERING OR OTHER NECESSARY MEANS.

2. CONTRACTOR SHALL REVIEW CLEARING LIMITS WITH THE ENGINEER PRIOR TO THE CLEARING OPERATION. 3. CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF ANY EXCESS CUT MATERIAL THAT IS NOT USED ON SITE.

CONTRACTOR SHALL NOT REMOVE EXCESS CUT MATERIAL UNTIL PROPOSED GRADING IS COMPLETE.

MAINTENANCE OF TRAFFIC

1. CONTRACTOR TO PROVIDE NECESSARY SIGNAGE, BARRICADES, AND OTHER DEVICES FOR PROTECTION OF THE PUBLIC AND CONSTRUCTION WORKERS PRIOR TO PERFORMING ANY WORK.

2. CONTRACTOR SHALL COORDINATE STAGING AND ACCESSIBILITY WITH OWNER.

EARTHWORK, GRADING & RESTORATION

1. THE CONTRACTOR SHALL RESTORE ALL ADJACENT AREAS UPON COMPLETION OF THE PROJECT. 2. ALL DISTURBED AREAS SHALL BE BROUGHT TO FINAL GRADE AND STABILIZED AS SOON AS POSSIBLE

AFTER BEING DISTURBED. PERMANENT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED WITHIN FIVE CALENDAR DAYS OF COMPLETING FINAL GRADING.

3. ALL PERMANENT SLOPES LESS THAN 2:1 SHALL BE STABILIZED USING TOPSOIL & MULCH BLANKETS. 4. CONTRACTOR SHALL PLACE SALVAGED AND ADDITIONAL TOPSOIL, SEED AND MULCH ON ALL DISTURBED

AREAS NOT UNDER PAVEMENT OR OTHERWISE LABELED, AS DIRECTED BY THE ENGINEER TO PROVIDE A MINIMUM 3" THICKNESS. SEED MIX DESIGN FOR ALL SLOPE RESTORATION SHALL BE PER TABLE 816-1 & 917-1 OF THE MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR

CONSTRUCTION.

5. ALL FILL SHALL BE CLEAN INERT MATERIAL.

6. ALL EXCAVATIONS UNDER OR WITHIN 3 FEET OF PUBLIC PAVEMENT, EXISTING OR PROPOSED, SHALL BE BACKFILLED AND COMPACTED WITH SAND (MDOT CLASS II).

7. SURPLUS EXCAVATED MATERIAL MAY BE USED TO FLATTEN FILL SLOPES AS DIRECTED BY THE ENGINEER. ANY SURPLUS OR UNSUITABLE MATERIAL, INCLUDING PEAT EXCAVATION, UNABLE TO BE USED SHALL BECOME THE PROPERTY OF THE CONTRACTOR FOR DISPOSAL.

8. CONTRACTOR SHALL SUBMIT LOCATIONS OF MATERIAL STOCKPILES TO THE ENGINEER FOR APPROVAL. PROTECT ADJACENT AREAS WITH SILT FENCE AS REQUIRED.

SOIL EROSION AND SEDIMENTATION CONTROL

1. SOIL EROSION AND SEDIMENTATION CONTROL SHALL BE IN ACCORDANCE WITH THE 2012 MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION, AND THE CONTRACTOR SHALL COMPLY WITH LOCAL RULES AND REGULATIONS FOR SOIL EROSION AND

SEDIMENTATION CONTROL.

2. ALL SOIL EROSION AND SEDIMENTATION CONTROLS SHALL BE IN ACCORDANCE WITH MDOT STANDARD PLAN R-96 SERIES.

3. THE CONTRACTOR SHALL EMPLOY A MICHIGAN DEPARTMENT OF ENVIRONMENT GREAT LAKES & ENERGY (EGLE) CERTIFIED STORM WATER OPERATOR ON ALL SITES WITH A DISTURBANCE OF FIVE OR MORE ACRES (PERMIT-BY-RULE). THE OPERATOR SHALL COMPLETE ALL INSPECTIONS AND REPORTS TO COMPLY WITH SESC PERMIT REQUIREMENTS. THE PROJECT COVERS APPROXIMATELY 0.6 ACRES.

4. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO MINIMIZE THE AREAS LEFT BARREN DURING CONSTRUCTION AND TO DISTURB ONLY THOSE AREAS ABSOLUTELY REQUIRED FOR THE CONSTRUCTION OF THE PROJECT.

5. EROSION CONTROL ITEMS SHALL BE INSTALLED AND MAINTAINED ON A REGULAR BASIS AS DIRECTED BY THE ENGINEER AND SHALL BE REMOVED WHEN NO LONGER EFFECTIVE AS DETERMINED BY THE ENGINEER. TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL PERMANENT SOIL CONTROL IS IN PLACE AND STABILIZED. NO SEPARATE PAYMENT SHALL BE ALLOWED FOR EITHER MAINTENANCE OF REMOVAL OF THE EROSION CONTROL ITEMS.

6. THE CONTRACTOR SHALL REMOVE SEDIMENT COLLECTED IN CULVERTS AND SUMPS OF ALL DRAINAGE STRUCTURES IN THE VICINITY OF THE PROJECT WHEN SUCH SEDIMENT EXCEEDS ½ OF THE SUMP DEPTH OR CULVERT DIAMETER. THE ENGINEER WILL INSPECT CULVERTS, SUMPS, AND ALL SESC ITEMS AFTER STORM EVENTS AND DIRECT THE CONTRACTOR TO CLEAN OUT ALL CULVERTS, SUMPS, AND ALL SESC ITEMS. CLEANING PIPING AND SUMPS FOR SEDIMENTATION CONTROL SHALL NOT BE PAID FOR SEPARATELY. DEBRIS REMOVED SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE REGULATIONS.

7. THE CONTRACTOR SHALL FOLLOW LOCAL RULES AND REGULATIONS FOR SOIL EROSION AND SEDIMENTATION CONTROL FOR ALL MATERIALS THAT ARE DISPOSED OF OFF THE PROJECT SITE. 8. IF THE PROJECT OR ANY CONSTRUCTION ACTIVITY IS STOPPED FOR ANY LENGTH OF TIME OTHER THEN

THAT ENCOUNTERED IN A NORMAL WORK WEEK, EVERY PRECAUTION SHALL BE TAKEN TO PROTECT THE UNCOMPLETED WORK FROM EROSION, INCLUDING THE PLACEMENT OF RIP RAP, HAY BALES OR OTHER ACCEPTABLE TEMPORARY PRECAUTION.

9. THE CONTRACTOR SHALL SWEEP PAVED ROADS AND OTHER PAVED SURFACES DAILY TO REMOVE TRACKED SOIL AND DEBRIS.

10. THE CONTRACTOR SHALL INSTALL SILT FENCES AND ROCK FILTERS AS TEMPORARY EROSION AND SEDIMENTATION CONTROL IN DISTURBED AREAS AS REQUIRED AND AS SHOWN ON THE PLANS. 11. THE CONTRACTOR SHALL INSTALL NON-WOVEN FILTER FABRIC ON ALL CATCH BASINS DURING

CONSTRUCTION TO FILTER MATERIALS ENTERING CATCH BASINS.

12. THE CONTRACTOR SHALL CLEAN OUT ALL CATCH BASINS AND FLUSH OUT ALL LINES AT THE COMPLETION OF THE PROJECT.

13. THE CONTRACTOR SHALL SUBMIT PROPOSED SPOIL PILE LOCATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO STOCKPILING MATERIAL ON SITE.

14. SPOIL PILES SHALL BE GRADED SO THAT THE SLOPES ARE NOT STEEPER THEN 3:1 AND SHALL BE SEEDED AND MULCHED.

15. SPOIL PILES SHALL HAVE SILT FENCE PLACED AT THE BASE OF THE SPOIL PILES TO RETAIN SOIL UNTIL VEGETATION IS ESTABLISHED.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS FOR THE PROJECT INCLUDING THE SOIL EROSION AND SEDIMENTATION CONTROL PERMIT AS REQUIRED BY HOUGHTON COUNTY.

AGGREGATE CONSTRUCTION

1. AGGREGATE USED FOR PAVEMENT BASE SHALL MEET THE REQUIREMENTS OF SECTION 902 OF THE 2012 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND SHALL BE MDOT CLASS 22A OR 21AA OR AS APPROVED BY THE ENGINEER.

2. AGGREGATE BASE CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH SECTION 302 OF THE 2012 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION.

CONCRETE SIDEWALK CONSTRUCTION

1. CONCRETE USED FOR CURB AND SIDEWALK SHALL MEET THE REQUIREMENTS OF SECTION 601 OF THE 2012 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND SHALL BE MDOT GRADE P1 WITH A MINIMUM CEMENT CONTENT OF 526 LB/CYD OR AS APPROVED BY THE ENGINEER.

2. CONCRETE SIDEWALKS SHALL BE CONSTRUCTED ACCORDING TO MDOT STANDARD DETAIL R-29 SERIES. 3. EXPANSION JOINTS WITH EXPANSION FILLER SHALL BE PLACED WHERE THE CONCRETE PAVEMENT ABUTS AN

EXISTING PAVED SURFACE OR BUILDING OR AS DIRECTED BY THE ENGINEER.

4. PROPOSED SIDEWALK CUT JOINTS SHALL BE CONSTRUCTED TO DIVIDE THE SIDEWALK INTO APPROXIMATELY 25 SQUARE FOOT AREAS OR AS DIRECTED BY THE ENGINEER.

5. ALL SIDEWALKS AND BARRIER FREE RAMPS SHALL BE CONSTRUCTED WITH A MAXIMUM 1:48 CROSS-SLOPE AND A MAXIMUM 1:12 LONGITUDINAL SLOPE.

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DRAWING PATH: SHEET DATE CADD PROJ MGR ENG/ARCH PROJ NUMBER REVISIONS:

OHM-ADVISORS.COM

COUNTY

MUNICIPALITY

ISSUE:

HANCOCK PUBLIC SCHOOLS

HANCOCK HIGH SCHOOL ENTRANCE DEVELOPMENT

EXISTING CONDITIONS

C-110

424 Hancock St

Hancock, MI 49930

P (906) 482-0535 | F (906) 482-6453

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----BIDDING DOCUMENTS

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feet GRAPHIC SCALE: FULL

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COUNTY

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R

ISSUE:

HANCOCK PUBLIC SCHOOLS

HANCOCK HIGH SCHOOL ENTRANCE DEVELOPMENT

REMOVAL PLAN

C-120

424 Hancock St

Hancock, MI 49930

P (906) 482-0535 | F (906) 482-6453

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0 feet HALF 20 60 40 20 10 40

REMOVE AND SALVAGE PAVERS, TYP REMOVE CONCRETE

REMOVE AND SALVAGE PAVERS, TYP REMOVE CONCRETE EARTH DISTURBANCE

EARTH DISTURBANCE

REMOVE CONCRETE WALK PROTECT EX. CONCRETE

REMOVE EX. LANDSCAPING MULCH AND PLANTINGS SALVAGE EX BOULDERS

PROTECT EX. CONCRETE

INLET FILTER

MODIFY BOULDER EDGE AS REQUIRED FOR PROPOSED WORK

PROTECT EX. TREE PROTECT EX. TREE

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M A T E R I A L S L E G E N D:

DECIDUOUS TREE

CONCRETE SIDEWALK, 6 INCH

STAMPED, INTEGRALLY COLORED PAVEMENT, 6 INCH

CONCRETE UNIT PAVERS OVER CONCRETE BASE

AGGREGATE GROUNCOVER STONE CHIP PATHWAY

LANDSCAPE AREA TURF BOULDER

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OHM-ADVISORS.COM

COUNTY

MUNICIPALITY

ISSUE:

HANCOCK PUBLIC SCHOOLS

HANCOCK HIGH SCHOOL ENTRANCE DEVELOPMENT

SITE PLAN

C-130

424 Hancock St

Hancock, MI 49930

P (906) 482-0535 | F (906) 482-6453

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MATERIALS LIST

CODE

ITEM

PRODUCT / MATERIAL / FINISH / SIZE

NOTES

E-1 EXISTING CONCRETE PAVEMENT - PROTECT IN PLACE E-2 EXISTING BUILDING COLUMN AND OVERHANG - PROTECT IN PLACE

E-3 EXISTING FLAG POLE - PROTECT IN PLACE

E-4 EXISTING LIGHT POLE - PROTECT IN PLACE

E-5 EXISTING CURB - PROTECT IN PLACE

E-6 EXISTING LANDSCAPE BED SECTION - SEE SECTION DETAIL 9/C-501

G-1 STONE GROUNDCOVER - SEE DETAIL 6/C-501

L-1 TURF - REFER TO SPECIFICATIONS

L-2 LANDSCAPE AREA - SEE LANDSCAPE PLAN C-180

L-3 SHADE TREE - SEE DETAIL 5/C-502

L-4 MULTI-STEM TREE - SEE DETAIL 4/C-502

P-1 CONCRETE PAVEMENT BROOM FINISH SEE DETAIL 1/C-501 P-2 DECORATIVE CONCRETE PAVEMENT INTEGRAL COLOR, STAMPED SEE DETAIL 1/C-501 P-3 STONE CHIP PATHWAY MIX RECYCLED COPPER SLAG SEE DETAIL 5/C-501 P-4 CONCRETE HEADER BROOM FINISH SEE DETAIL 4/C-501 P-5 CONCRETE AT OUTWARD SWINGING DOORS BROOM FINISH REPLACE IN KIND P-6 PAVER OVER CONCRETE BASE SEE DETAIL 2/C-501

U-1 HANDHOLE - SEE DETAIL 11/C-501

U-2 ELECTRICAL CONDUIT 1-1/2" PVC CONDUIT

W-1 FREE-STANDING CONCRETE SEATWALL RUBBED FINISH SEE DETAIL 7/C-501 W-2 RAISED PLANTER WITH CONCRETE SEATWALL RUBBED FINISH SEE DETAIL 8/C-501 W-3 NEW STONE BOULDER COORDINATE FINAL INSTALL LOCATION WITH ENGINEER SEE DETAIL 10/C-501 W-4 RELOCATED STONE BOULDER COORDINATE FINAL INSTALL LOCATION WITH ENGINEER SEE DETAIL 10/C-501

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OHM-ADVISORS.COM

COUNTY

MUNICIPALITY

R

ISSUE:

HANCOCK PUBLIC SCHOOLS

HANCOCK HIGH SCHOOL ENTRANCE DEVELOPMENT

SITE LAYOUT PLAN

C-131

424 Hancock St

Hancock, MI 49930

P (906) 482-0535 | F (906) 482-6453

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R

0 feet HALF 20 60 40 20 10 40 12'-4" 155'-6" 6'-2" 14'-9" 36'-6" 71'-5" 14'-9" 5' 29'-9" 7'-8" 6' 6' 7'-6" 6' 11'-2" 69'-1" 27' 15'-8" 53'-8" 32'-1" 8'-5" 17'-8" 24'-5" R32'-4" 7' 6' 6'-0" R25'-5" R9'-10" 66° 41° 23'-3" R23'-5" R33'-5" R33'-6"

CONTRACTOR TO SUBMIT JOINTING PLAN

FOR CONTROL AND EXPANSION JOINTS FOR

ENGINEER APPROVAL.

42'-5" 6' 6' 47'-11" 5'-11" 14'-5" 46° 34'-3" 40' 25'-5" ±12'-0" ±12'-0"

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1107 1108 1107.85 1107.38 1107.03 1106.86 1106.60 1106.49 1106.23 1106.09 1106.09 1106.20 1106.17 1106.20 1106.20 1106.17 1106.16 1106.13 1106.90 1106.641106.66 1106.59 1107.45 1108.42 1108.27 1107.38 1106.40 1106.59 MATCH EX FF 1106.56 1107.16

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OHM-ADVISORS.COM

COUNTY

MUNICIPALITY

ISSUE:

HANCOCK PUBLIC SCHOOLS

HANCOCK HIGH SCHOOL ENTRANCE DEVELOPMENT

GRADING PLAN

C-170

424 Hancock St

Hancock, MI 49930

P (906) 482-0535 | F (906) 482-6453

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0 feet HALF 20 60 40 20 10 40

STORMWATER IMPROVEMENTS NEAR MAIN ENTRANCE EXISTING % COVER PAVEMENT 57% GREENSPACE 43% PROPOSED % COVER PAVEMENT 29% GRAVEL/PAVERS 21% GREENSPACE 50% RUNOFF REDUCTION 12.5% MATCH EX MATCH EX MATCH EX MATCH EX MATCH EX MATCH EX MATCH EX MATCH EX MATCH EX

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P L A N T I N G L E G E N D:

DECIDUOUS TREE PERENNIALS GROUNDCOVER

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COUNTY

MUNICIPALITY

R

ISSUE:

HANCOCK PUBLIC SCHOOLS

HANCOCK HIGH SCHOOL ENTRANCE DEVELOPMENT

SITE PLANTING PLAN

C-180

424 Hancock St

Hancock, MI 49930

P (906) 482-0535 | F (906) 482-6453

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NOTE: SPECIFICATIONS OR DETAILS SHALL DICTATE FINAL PRODUCT MATERIAL AND FINISH.

PLANT LIST

QTY. KEY BOTANICAL NAME COMMON NAME SIZE CONT. SPACING SHADE TREES

2 BE PA Betula papyrifera PAPER BIRCH 3-5 STEMS,

10-12' HT. B&B PER PLAN 1 QU RU Quercus rubra NORTHERN RED OAK 2.5" CAL., 12-14'

HT. B&B PER PLAN ORNAMENTAL TREES

1 CE CA Cercis canadensis EASTERN REDBUD TREE 3-5 STEMS,

10-12' HT. B&B PER PLAN PERENNIALS & BULBS

9 BA SP Baptisia sphaerosarpa 'Screamin' Yellow'SCREAMING YELLOW WILD INDIGO #1 GAL. CONT. 3' O.C. 219 NA RC Narcissus YELLOW TRUMPET DAFFODIL BULB BULB 12" O.C.

6 RU HI Rudbeckia hirta BLACK EYED SUSAN #1 GAL. CONT. 2.5' O.C. 495 VI MI Vinca minor 'Bowles' BOWLES COMMON PERIWINKLE PLUG CONT. 8" O.C.

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OHM-ADVISORS.COM

COUNTY

MUNICIPALITY

R

ISSUE:

HANCOCK PUBLIC SCHOOLS

HANCOCK HIGH SCHOOL ENTRANCE DEVELOPMENT

DETAILS

C-501

424 Hancock St

Hancock, MI 49930

P (906) 482-0535 | F (906) 482-6453

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STONE CHIP PATHWAY

5

6" CONC WITH 6"X6" REINFORCING MESH W1.4xW1.4 WWF

8" AGGREGATE BASE - MDOT 22A OR CRUSHED MINE ROCK COMPACTED TO 95% SUITABLE SUBGRADE

COMPACTED TO 95%

CONCRETE SIDEWALK

1 PAVERS OVER CONCRETE BASE

2 DECORATIVE STONE

6

SUITABLE SUBGRADE COMPACTED TO 95%

4" -2" FIELD STONE MIX

CONCRETE

CONCRETE HEADER

4 FREE-STANDING SEATWALL

7 RAISED PLANTER WITH SEATWALL

8

TURF - REPAIR TURF DAMAGED DUE TO CONSTRUCTION

OPERATIONS POURED IN PLACE CONCRETE WALL, BUFF WASH FINISH

COMPACTED SUBGRADE 1'-3" 1'-0" 1'-0" 1'-0" 3'-6" MIN. 1'-6" 3" CLEAR MIN 3 4" CHAMFER CONCRETE FOUNDATION

EPOXY COATED #5 VERT WITH STD HOOK AT BOT AT 12" MAX SPACING EACH FACE

SEE DETAIL 2 - UNIT PAVER DETAIL

1

2" EXPANSION JOINT

3" CLEAR MIN

(3) EPOXY COATED #5 LONG EPOXY COATED #5 TRANS AT 12" MAX SPACING 3"

CLEAR MIN.

EPOXY COATED #5 HORIZ AT 12" O.C. MAX SPACING EACH FACE

CONCRETE SHALL HAVE 28-DAY STRENGTH F'C = 5,000 PSI, W/C RATION <= .4, ENTRAINED AIR CONTENT 6% ±1.5%. LIMIT CEMENTITOUS MATERIALS IN ACCORDANCE WITH ACI 318 TABLE 26.4.2.2(B)

REINFORCEMENT SHALL BE EPOXY COATED ASTM A615 GRADE 60. REPAIR COATING WHERE DAMAGED. TIE WIRE SHALL BE EPOXY COATED

1'-6" SEE DETAIL 2/C-501 1 2" EXPANSION JOINT SEE DETAIL 7/C-501 SEE DETAIL 7/C-501 1

2" EXPANSION JOINT WITH

SEALANT

SEE DETAIL 1/C-501 1" TH. INSULATION BOARD

ADHERED TO FACE OF WALL

1'-6"

3"

PLANTING SOIL

1'-6"

DRAINAGE COURSE - MDOT 6A WRAPPED IN GEOTEXTILE

6"

SEE DETAIL 8/C-501 FOR STANDARD REINFORCING. PROVIDE MATCHING

EPOXY COATED #5 X 2'-6" X 2'-6" EXTERIOR CORNER BARS. EXTEND INTERIOR

HORIZONTAL BARS AT CORNERS TO WITHIN 3" OF EXTERIOR FACE

POURED CONCRETE HEADER, SPACE

CONTROL JOINTS 3' O.C. SEE DETAIL 2/C-501

LANDSCAPE AREA - SEE PLANTING DETAILS

UNDISTURBED SUBGRADE

AGGREGATE BASE -MDOT 22A OR CRUSHED MINE ROCK COMPACTED TO 95% 6" 1'-0" 7 3 "8 EXPANSION JOINT -PRE-MOLDED ASPHALT COATED 4" MONOLITHIC STONE BOULDER SEE DETAIL 6/C-501 AGGREGATE BASE -MDOT 22A OR

CRUSHED MINE ROCK COMPACTED TO 95% COMPACTED

SUBGRADE

6"

ALIGN WITH LIMITS OF BOULDER ±4-6' x ±3-5'

NOTE: CONFIRM FINAL PLACEMENT AND ORIENTATION OF BOULDER WITH ENGINEER

BOULDER

10

NON-WOVEN GEOTEXTILE FABRIC SEPARATOR

4"

3" AGGREGATE BASE - MDOT 22A

OR CRUSHED MINE ROCK COMPACTED TO 95% COMPACTED SUBGRADE 4" 6" 1" 2 3 8" COMPACTED SUBGRADE

AGGREGATE BASE - MDOT 22A OR CRUSHED MINE ROCK COMPACTED TO 95%

CONCRETE BASE SAND SETTING BED

CONCRETE PAVER LAID HAND TIGHT WITH SAND-SWEPT JOINTS

3" WEEP HOLE, ONE EVERY 25 SF AND AS NEEDED IN LOW SPOTS. FILL WITH NO. 8 GRAVEL AND COVER WITH 12"X12" FILTER FABRIC.

PAVERS OVER CONCRETE BASE, SEE DETAIL 2/C-501

6" TH. CONCRETE PAVEMENT, SEE DETAIL 1/C-501

AGGREGATE BASE - MDOT 22A OR CRUSHED MINE ROCK COMPACTED TO 95% COMPACTED SUBGRADE 1 2" EXPANSION JOINT

6"

7

3 8

"

8"

PAVERS AT CONCRETE PAVEMENT

3

RELOCATED BOULDER -SEE DETAIL 11/C-501 STONE CHIP PATH - SEE DETAIL 6/C-501

EXISTING TREE - PROTECT THROUGH ALL PHASES OF CONSTRUCTION

EXISTING GRADE PROPOSED GRADE -PROVIDE SMOOTH TRANSITION AND RESTORE WITH TURF

EXISTING VEGETATION -REMOVE AND RESTORE WITH TURF

UTILIZE EXISTING SOIL FOR EARTHWORK OPERATIONS NOTE: SALVAGE BOULDERS

LARGER THAN 3' DIA. FOR RE-USE

EXISTING LANDSCAPE BED SECTION

9

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P:\7101_7200\7184210010_Hancock_Sch_Entrance_Upgrades\Drawings\Civil\Details\210010DET.dwg May 28, 2021 - 1:24pm

OHM-ADVISORS.COM

COUNTY

MUNICIPALITY

R

ISSUE:

HANCOCK PUBLIC SCHOOLS

HANCOCK HIGH SCHOOL ENTRANCE DEVELOPMENT

DETAILS

C-502

424 Hancock St

Hancock, MI 49930

P (906) 482-0535 | F (906) 482-6453

----

----BIDDING DOCUMENTS 5 1/2" x 3/16" CONTINUOUS, BLACK STEEL EDGE

VARIES - SEE PLANS

STEEL EDGE TO BE LOCATED ANYWHERE

LANDSCAPE AREA OR STONE CHIP PATH ABUT TURF

STEEL EDGE

1

SPACING PER PLAN

BED EDGING PER PLAN (SPADE CUT OR METAL EDGING, TYP.)

UNDISTURBED SUBGRADE 3" SHREDDED HARDWOOD MULCH

PLANTING MIX, TYP. (WATER & LIGHTLY COMPACT IN 6" LIFTS), UNLESS

OTHERWISE NOTED ON PLANS FINISHED GRADE

PLANT (SEE PLAN)

PLANT ROWS, STAGGERED

SPACING (PER PLAN) EQUAL IN ALL DIRECTIONS

PLAN VIEW

12" MIN.

PERENNIAL AND GROUNDCOVER PLANTING

2

DO NOT FILL SOIL OVER TOP OF ROOT BALL

ROLL BACK AND CUT AWAY BURLAP AND TWINE DOWN THE SIDE. 12" PLANTING MIX PLACE PLANTS PERPENDICULAR TO GRADE MULCH, SHREDDED HARDWOOD

SOIL BERM TO HOLD WATER. PROVIDE CUT EDGE FOR MULCH WHEN ADJACENT TO PAVEMENT AND TURF. PULL MULCH AWAY FROM SHRUB. FINISHED GRADE

UNDISTURBED OR

COMPACTED AMENDED SOIL (AT FILL LOCATIONS)

12" MIN

SHRUB PLANTING

3

NOTES:

1. CONTRACTOR SHALL ASSURE

PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION.

2. FINAL TREE STAKING PLACEMENT TO BE APPROVED BY OWNER.

3. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY ALSO BE PRUNED, HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN.

4. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE

WHENEVER POSSIBLE.

5. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN (8" MIN.) INTO PLANTING HOLE.

6. REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM TOP HALF OF

ROOTBALL.

7. SET TREE PLUMB IN PLANTING PIT. 8. EACH TREE MUST BE PLANTED SUCH

THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL.

EQ. EQ.

UP TO 48" OVER 48"

BALL SIZE PIT WIDTH AT BOTTOM DIA. OF BALL + 2' 1 3/4 X DIA. OF BALL

PRUNE AS SPECIFIED (SEE NOTE 3)

MAINTAIN ROOT CROWN 2" ABOVE SURROUNDING GRADE AFTER TRANSPLANTING OR PLANT HIGH AT WET LOCATIONS

3" DOUBLE SHREDDED HARDWOOD MULCH

CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL & CUT WIRE BASKETS ON ALL SIDES

4" HT. SAUCER

PLANT MIX, TYP

ARBOR TIE/ GUY WIRES FOR SUPPORT, LOOSELY TIED TO ALLOW FOR NATURAL SWAY

THREE 2"X4" PRESSURE TREATED PINE STAKES SPACED EVENLY AROUND TREE (SEE DIAGRAM).

UNDISTURBED OR COMPACTED AMENDED SOIL (AT FILL LOCATIONS) STAKING PLAN

120 120 120

PROVIDE PROPER PROTECTION AT TREE (RUBBER HOSE, TYP.). ALL MAJOR STEMS SHOULD BE TIED TOGETHER. 6" TRANSITION BLEND 50/50 EXISTING AND NEW SOIL MIX

PLANT PIT (SEE TABLE)

PLANTING PIT TABLE

24" OR DEPTH OF

ROOTBALL

MULTISTEM TREE PLANTING

4

NOTES:

1. CONTRACTOR SHALL ASSURE

PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION.

2. FINAL TREE STAKING PLACEMENT TO BE APPROVED BY ENGINEER.

3. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY ALSO BE PRUNED, HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF

BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN.

4. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE.

5. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN (8" MIN.) INTO PLANTING HOLE.

6. REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM TOP HALF OF ROOTBALL. 7. SET TREE PLUMB IN PLANTING PIT.

8. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL.

9. ALL WORK AND MATERIALS TO BE INCLUDED IN THE COST OF THE APPLICABLE TREE PAY ITEM, UNLESS OTHERWISE NOTED. EQ. EQ. PLANT PIT (SEE TABLE) UP TO 48" OVER 48"

BALL SIZE PIT WIDTH AT BOTTOM DIA. OF BALL + 2' 1 3/4 X DIA. OF BALL PRUNE AS SPECIFIED (SEE NOTE 3)

MAINTAIN ROOT CROWN 2" ABOVE SURROUNDING GRADE AFTER TRANSPLANTING OR PLANT HIGH AT WET LOCATIONS

5" SHREDDED HARDWOOD MULCH (OR AS PER PLAN); PAID SEPARATELY CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL & CUT WIRE BASKETS ON ALL SIDES

4" HT. SAUCER

PLANTING MIX, TYP. (WATER & LIGHTLY COMPACT IN 6" LIFTS)

TREE WRAP, TYP.

ARBOR TIE/ GUY WIRES FOR

SUPPORT, LOOSELY TIED TO ALLOW FOR NATURAL SWAY

THREE 2"X4" PRESSURE TREATED PINE STAKES SPACED EVENLY AROUND TREE (SEE DIAGRAM).

UNDISTURBED OR COMPACTED AMENDED SOIL (AT FILL LOCATIONS) STAKING PLAN 120 120 120 6" TRANSITION BLEND 50/50 EXISTING AND NEW SOIL MIX PROVIDE PROPER PROTECTION AT TREE (RUBBER HOSE, TYP.)

PLANTING PIT TABLE

(11)

P:\7101_7200\7184210010_Hancock_Sch_Entrance_Upgrades\Drawings\Civil\Plans_Const\210010STE.dwg May 28, 2021 - 1:24pm

OHM-ADVISORS.COM

COUNTY

MUNICIPALITY

ISSUE:

HANCOCK PUBLIC SCHOOLS

HANCOCK HIGH SCHOOL ENTRANCE DEVELOPMENT

ALTERNATES

C-503

424 Hancock St

Hancock, MI 49930

P (906) 482-0535 | F (906) 482-6453

----

Know what's

below.

before you dig.

Call

R

ALTERNATE #1 - REMOVAL OF SEATWALLS

1

LIMITS OF ALTERNATE #1

RAISED CONCRETE CURB -SEE DETAIL A, THIS SHEET MAINTAIN BASE BID PLANT QUANTITIES, ADJUST SPACING

AS DIRECTED BY ENGINEER

CONCRETE HEADER, SEE DETAIL 5/C-501 23'-4" 18'-3" 11'-8" 9' 9'

ALIGN EDGE OF ARC BETWEEN HEADER AND CURB

POURED CONCRETE CURB, SPACE CONTROL JOINTS 3' O.C.

SEE DETAIL 3 - UNIT PAVER OVER CONCRETE BASE

LANDSCAPE AREA - SEE PLANTING DETAILS

UNDISTURBED SUBGRADE

AGGREGATE BASE -MDOT 22A OR CRUSHED MINE ROCK COMPACTED TO 95% 6" 1'-0" EXPANSION JOINT -PRE-MOLDED ASPHALT COATED 4" 11 1/2" 4"