250427 Parking Lot Improvements 2025 Crull ECC - Sealed (2).pdf

PDF 7 MB Posted Apr 30, 2025

Attached to: CRULL AND EARLY CHILDHOOD CENTER PARKING LOT IMPROVEMENTS
Solicitation number: RFP-PHA-250000002287-2
Issued by: Michigan

About this file

Written by GovTribe AI · May 2, 2025

The document is a detailed engineering design set for the Port Huron Area School District's Parking Lot Improvements Project for 2025, specifically focusing on Howard D. Crull Elementary School and Early Childhood Center located at 2400 Garfield Street and 2615 Hancock Street in Port Huron, Michigan. The project involves comprehensive parking lot reconstruction and improvements, including multiple lot areas (East, West, North, and ECC lots), with detailed plans for pavement removal, utility work, grading, storm sewer modifications, and new parking configurations. The design documents, prepared by BMJ Engineers & Surveyors, Inc., are dated 03-24-2025 and indicate an approval/bid date of 4/27/25, suggesting a planned construction timeline for the summer of 2025.

The project encompasses approximately 4-5 distinct parking lot areas with varying pavement sections, including bus lanes, parking spaces, concrete walks, and associated infrastructure improvements. The design includes specific technical details such as pavement section compositions, utility relocations, erosion control measures, and accessibility features like handicap parking spaces and ADA-compliant signage. The engineering plans show careful consideration of drainage, grading, and site circulation, with multiple pavement sections tailored to different usage requirements (bus lanes, parking areas). The project appears to be funded through the Port Huron Area School District, with engineering work completed by a local civil engineering firm, suggesting a local public infrastructure improvement initiative focused on enhancing school facility infrastructure.

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BLUE WATER BRIDGE

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JOB NO.

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2412-10

PJP

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03-24-2025

R S

S, IN

PHASD PARKING LOT IMPROVEMENTS 2025

CRULL ELEMENTARY SCHOOL

& EARLY CHILDHOOD CENTER

2400 GARFIELD STREET

2615 HANCOCK STREET

PORT HURON, MICHIGAN 48060

N/A

D P

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L O

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SITE LOCATION

OWNER:

PORT HURON AREA SCHOOL DISTRICT

2720 RIVERSIDE DRIVE

PORT HURON, MICHIGAN 48060

810-984-3101

PROJECT ENGINEER

PROJECT NOTES

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RIVER

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NORTH

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DRIVE.

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LOMAR

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PLAT

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SUBDIVISION

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CONGER ST.

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PARK LN.

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PARKWAY DR.

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HAZELWOOD LN.

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COVENTRY LN.

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VACATED

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CITY LIMITS

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PARK

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ST. CLAIR

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RIVER

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LANE

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AutoCAD SHX Text Z:\(1)Projects\2412-10\dwg\1 COVER.dwg, 4/27/2025 12:15 PM, MDAMROW, 4/27/2025 12:15 PM, MDAMROW4/27/2025 12:15 PM, MDAMROW, MDAMROWMDAMROW http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ AutoCAD SHX Text SHEET INDEX NO. DESCRIPTION DESCRIPTION DESCRIPTION 1 COVER COVER 2 LEGEND & NOTES LEGEND & NOTES 3 GENERAL SITE PLAN GENERAL SITE PLAN 4 ECC LAYUOT PLAN ECC LAYUOT PLAN 5 ECC GRADING PLAN ECC GRADING PLAN 6 CRULL EAST LOT REMOVAL PLAN CRULL EAST LOT REMOVAL PLAN 7 CRULL EAST LOT UTILITY AND LAYOUT PLAN CRULL EAST LOT UTILITY AND LAYOUT PLAN 8 CRULL EAST LOT GRADING PLAN CRULL EAST LOT GRADING PLAN 9 CRULL NORTH LOT REMOVAL PLAN CRULL NORTH LOT REMOVAL PLAN 10 CRULL NORTH LOT UTILITY PLAN CRULL NORTH LOT UTILITY PLAN 11 CRULL NORTH LOT LAYOUT PLAN CRULL NORTH LOT LAYOUT PLAN 12 CRULL NORTH LOT GRADING PLAN CRULL NORTH LOT GRADING PLAN 13 CRULL WEST LOT REMOVAL PLAN CRULL WEST LOT REMOVAL PLAN 14 CRULL WEST LOT UTILITY PLAN CRULL WEST LOT UTILITY PLAN 15 CRULL WEST LOT LAYOUT PLAN CRULL WEST LOT LAYOUT PLAN 16 CRULL WEST LOT GRADING PLAN CRULL WEST LOT GRADING PLAN 17 SITE DETAILS SITE DETAILS 18 SITE DETAILSSITE DETAILS

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CITY OF PORT HURON 1" = 1000'

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PUBLIC UTILITIES

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DTE ENERGY 3223 RAVENSWOOD ROAD MARYSVILLE, MI 48040 TEL. (810) 364-0400

AutoCAD SHX Text SEMCO ENERGY 1411 THIRD STREET, SUITE A PORT HURON, MI 48060 ATTN: RYAN CAMERON TEL. (810) 887-3085(810) 887-3085

AutoCAD SHX Text COMCAST CABLE COMMUNICATIONS 25626 TELEGRAPH ROAD SOUTHFIELD, MI 48033 ATTN: CRAIG PUDAS TEL. (248) 809-2715

AutoCAD SHX Text AT&T ENGINEERING 2020 BANCROFT STREET PORT HURON, MI 48060 ATTN: GLEN SOWINSKI TEL. (810) 984-7018(810) 984-7018

AutoCAD SHX Text CITY OF PORT HURON 100 MCMORRAN BLVD. PORT HURON, MI 48060 ATTN: AMANDA HUDDAS TEL. (810) 984-9730

AutoCAD SHX Text PORT HURON AREA SCHOOL DISTRICT FACILITIES & OPERATIONS DEPARTMENT 4035 DOVE ROAD PORT HURON, MI 48060 ATTN: CHARLES RASKI TEL. (810) 984-3101 EXT. 4121

AutoCAD SHX Text PHILIP J. PORTE, P.E. BMJ ENGINEERS & SURVEYORS, INC 519 HURON AVE. PORT HURON, MI 48060 810-984-5598

AutoCAD SHX Text MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD DETAILS R-1-G DRAINAGE STRUCTURES DRAINAGE STRUCTURES R-7-F COVER B COVER B R-28-K CURB RAMP AND DETECTABLE WARNING DETAILS CURB RAMP AND DETECTABLE WARNING DETAILS R-29-J DRIVEWAY OPENINGS & APPROACHES, AND DRIVEWAY OPENINGS & APPROACHES, AND CONCRETE SIDEWALK R-30-G CONCRETE CURB AND CONCRETE CURB & GUTTER CONCRETE CURB AND CONCRETE CURB & GUTTER R-80-F GRRANULAR BLANKET, UNDERDRAINS, OUTLET ENDINGS GRRANULAR BLANKET, UNDERDRAINS, OUTLET ENDINGS FOR UNDERDRAINS, AND SEWER BULKHEADS R-83-C UTILITY TRENCHES UTILITY TRENCHES R-96-E SOIL EROSION & SEDIMENTATION CONTROL MEASURES SOIL EROSION & SEDIMENTATION CONTROL MEASURES R-98-B CHAIN LINK FENCE (USING TENSIION WIRE) CHAIN LINK FENCE (USING TENSIION WIRE) R-100-I SEEDING AND TREE PLANTINGSEEDING AND TREE PLANTING

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MAINTAINING TRAFFIC STANDARD DETAILS

AutoCAD SHX Text ST. CLAIR COUNTY RESA 499 RANGE ROAD MARYSVILLE, MI 48040 MAIN TEL. (810) 455-4168 ATTN: HENRY HERBER, JR.-INFRASTRUCTURE TEAM CELL: (810) 887-9185

AutoCAD SHX Text THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH THE MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 STANDARD SPECIFICATIONS FOR CONSTRUCTION, AS AMENDED BY SUPPLEMENTAL SPECIFICATIONS, SPECIAL PROVISIONS AND THE LATEST MDOT STANDARD ROAD PLANS. ALL TRAFFIC CONTROL DEVICES COVERED BY THESE PLANS SHALL BE IN ACCORDANCE WITH THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 2011 EDITION, AS AMENDED.

AutoCAD SHX Text MO14a - TYPICAL TEMPORARY TRAFFIC CONTROL FOR A TWO-WAY ROADWAY WHERE ONE LANE IS CLOSED UTILIZING TRAFFIC REGULATIONS, NO SPEED REDUCTION

AutoCAD SHX Text 101-GEN-SPACING-CHARTS "B", "D" AND "L" TABLES CHANNELIZING DEVICE SPACING, SIGN BORDER KEY, AND ROLL AHEAD SPACING

Philip Porte PJP Seal 2022

PROFILE FEATURES

GRADING LABELS

STATION, OFFSET, & GRADING LABELS

ABBREVIATIONS

ORIGINAL WORD/ABBREVIATION

LEGEND OF EXISTING FEATURES LEGEND OF PROPOSED FEATURES GENERAL CONSTRUCTION NOTES

SOIL EROSION AND SEDIMENT CONTROL MEASURES

SANITARY

STORM

WATER

PAVING

MISC.

XXX

JOB NO.

DESIGNED:

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HYDRANT, 6"

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AutoCAD SHX Text Found Iron Set Iron Government Corner Set Monument Found Monument Bench Mark Manhole Electric Manhole Catch Basin Drain Down Spout Power Pole Pole w/Light Street Light Traffic Light Lamp Post Cable Anchor Fire Hydrant Valve & Box Valve & Well Water Spigot Water Meter Water Shutoff Wellhead Sprinkler Board Sign RR Switch RR Gate RR Signal Box RR Signal Rubbish Container Mailbox Flagpole Flood Light Pilings Borings Gas Pumps

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AutoCAD SHX Text Additional ADD. ADD. Adjust ADJ. ADJ. American Society for Testing and Materials ASTM. ASTM. Asphalt ASPH. ASPH. Bench Mark BM. BM. Bituminous BIT. BIT. Bottom Width B.W. B.W. Cast Iron Pipe C.I.P. C.I.P. Centerline C/L C/L Compacted in Place CIP. CIP. Concrete CONC. CONC. Concrete Pipe C.P. C.P. Corrugated CORR. CORR. Corrugated Aluminum Pipe C.A.P. C.A.P. Corrugate Steel Pipe C.S.P. C.S.P. Corr. Steel Pipe Arch C.S.P.A. C.S.P.A. Culvert CULV. CULV. Detail DET. DET. Diameter DIA. DIA. Ditch Bottom D.B. D.B. Downstream D.S. D.S. Drainage DR. DR. Ductile Iron D.I. D.I. Easement ESMT. ESMT. Elevation ELEV. ELEV. Erosion Control Structure E.C.S. E.C.S. End Slope E.S. E.S. External Drop Connection E.D.C. E.D.C. Fence Line F/L F/L Field Diversion F.D. F.D. Flow Line F.L. F.L. Found FND. FND. Fractional FRL. FRL. Galvanized GALV. GALV. Hazardous HAZ. HAZ. High Point H.P. H.P. Highway HWY. HWY. Hydraulic Grade Line H.G.L. H.G.L. Incidental INCID. INCID. Inside Diameter I.D. I.D. Internal Drop Connection I.D.C. I.D.C. Left LT. or L. LT. or L. Liber L. L. Low Chord L.C. L.C. Longitudinal LONGIT. LONGIT. Miscellaneous MISC. MISC. Multiple MULT. MULT. Nonreinforced NONREINF. NONREINF. Page P. P. Pavement PAVT. PAVT. Plastic Pipe P.P. P.P. Point PT. PT. Point of Compound Curve P.C.C. P.C.C. Point of Curvature P.C. P.C. Point of Reverse Curvature P.R.C. P.R.C. Point of Tangency P.T. P.T. Point of Inflection P.I. P.I. Point of Beginning P.O.B. P.O.B. Point of Ending P.O.E. P.O.E. Public PUB. PUB. Preliminary PRELIM. PRELIM. Private PVT. PVT. Property Line P/L P/L Railroad RR. RR. Range R. R. Reconstruct RECONST. RECONST. Reinforced Concrete Pipe R.C.P. R.C.P. Repair REPR. REPR. Remove REM. REM. Right RT. or R. RT. or R. Road RD. RD. Right-of-Way R.O.W. or R/W R.O.W. or R/W Salvage SALV. SALV. Section SEC. SEC. Side Slope S.S. S.S. Street ST. ST. Subdivision SUB. SUB. Supervisors Plat S.P. S.P. Temporary TEMP. TEMP. Tile Outlet T.O. T.O. Top Width T.W. T.W. Town T. T. Township TWP. TWP. Upstream U.S. U.S. Vacated VAC. VAC. Vitrified Clay Pipe V.C.P.V.C.P.

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1. DISTURB ONLY THE AREAS NEEDED FOR CONSTRUCTION. DISTURB ONLY THE AREAS NEEDED FOR CONSTRUCTION. 2. ALL EROSION SEDIMENT CONTROL WORK SHALL CONFORM TO STANDARDS AND SPECIFICATIONS OF THE ST. CLAIR ALL EROSION SEDIMENT CONTROL WORK SHALL CONFORM TO STANDARDS AND SPECIFICATIONS OF THE ST. CLAIR COUNTY HEALTH DEPARTMENT, CITY OF PORT HURON AND THE MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY. 3. ALL APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO OR IN ALL APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO OR IN CONJUNCTION WITH THE START OF CONSTRUCTION AND SHALL REMAIN IN EFFECT UNTIL AREAS ARE STABILIZED. 4. WHEEL TRACKING: ALL MUD/DIRT TRACKED ONTO EXISTING ROADWAYS FROM THIS SITE, DUE TO CONSTRUCTION WHEEL TRACKING: ALL MUD/DIRT TRACKED ONTO EXISTING ROADWAYS FROM THIS SITE, DUE TO CONSTRUCTION ACTIVITY, SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. FAILURE TO PROMPTLY REMOVE SOIL FROM ROADWAYS MAY RESULT IN THE ENGINEER SUSPENDING WORK OPERATIONS UNTIL THE AREA IS CLEANED AND THE CONTRACTOR HAS DEVELOPED A PLAN TO ELIMINATE TRACKING. 5. DAILY INSPECTION SHALL BE PROVIDED BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF EROSION AND DAILY INSPECTION SHALL BE PROVIDED BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF EROSION AND SEDIMENT CONTROL WORK. REPAIRS SHALL BE MADE WITHOUT DELAY. 6. EROSION AND SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAINED ON THE SITE AND NOT ALLOWED EROSION AND SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAINED ON THE SITE AND NOT ALLOWED TO COLLECT ON ANY OFF-SITE AREAS OR IN WATERWAYS, OPEN DITCHES, STREAMS, STORM DRAINS, LAKES AND PONDS. 7. TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROLS: TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROLS: a.) CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THE CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY ENGINEER. CONTRACTOR SHALL REMOVE TEMPORARY MEASURES AS SOON AS PERMANENT STABILIZATION HAS BEEN SUCCESSFULLY ACHIEVED. b.) SOIL EROSION MEASURES WILL BE INSPECTED ONCE A WEEK AND AFTER EVERY MAJOR RAINFALL EVENT FOR STRUCTURAL INTEGRITY AND SILT BUILD UP. SOIL EROSION MEASURES DAMAGED SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR. c.) IF SILTATION BUILD UP BEHIND ANY SOIL EROSION MEASURE IF GREATER THAN 6", THE CONTRACTOR SHALL IF SILTATION BUILD UP BEHIND ANY SOIL EROSION MEASURE IF GREATER THAN 6", THE CONTRACTOR SHALL IMMEDIATELY REMOVE AND DISPOSE OF SILT ON AN UPLAND SITE. d.) IF THE CONTRACTOR FAILS TO RESPOND TO REPAIR AND/OR RESTORATION OF SOIL EROSION MEASURES, THE JOB SHALL BE SHUTDOWN TO CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL BE GIVEN 24 HOURS TO CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL BE GIVEN 24 HOURS TO BRING THE SITE INTO COMPLIANCE FOR SOIL EROSION MEASURES. e.) IF THE CONTRACTOR DOES NOT RESPOND WITHIN 24 HOURS, THE ST. CLAIR COUNTY HEALTH DEPARTMENT SHALL REPAIR THE NECESSARY ITEMS AND INVOICE THE CONTRACTOR FOR THE WORK. 8. PERMANENT SOIL EROSION AND SEDIMENTATION CONTROLS: PERMANENT SOIL EROSION AND SEDIMENTATION CONTROLS: a.) THE MAIN SOIL EROSION MEASURE ON THIS PROJECT SHALL BE SEEDING OF ALL BARE EARTH AREAS. b.) THE CONTRACTOR WILL BE ALLOWED TO DO EARTHWORK ACTIVITIES FOR SEVEN (7) DAYS. AFTER THIS TIME, THE CONTRACTOR SHALL BEGIN RESTORATION WORK WHICH INCLUDES PLACING TOPSOIL, SEED, FERTILIZER, MULCH BLANKET, AND WATER. c.) AT NO TIME SHALL MORE THAN 1 ACRE OF BARE EARTH BE EXPOSED ON THE CONSTRUCTION SITE. d.) IF THE CONTRACTOR FAILS TO FOLLOW THE ABOVE RESTORATION MEASURES, THE JOB SHALL BE SHUTDOWN TO CONSTRUCTION ACTIVITIES. e.) THE CONTRACTOR SHALL BE GIVEN 24 HOURS TO BRING THE SITE INTO COMPLIANCE FOR RESTORATION. f.) IF THE CONTRACTOR DOES NOT RESPOND WITHIN 24 HOURS, THE ST. CLAIR COUNTY HEALTH DEPARTMENT IF THE CONTRACTOR DOES NOT RESPOND WITHIN 24 HOURS, THE ST. CLAIR COUNTY HEALTH DEPARTMENT SHALL REPAIR THE NECESSARY ITEMS AND INVOICE THE CONTRACTOR FOR THE WORK. g.) RESTORATION SHALL INCLUDE ALL LAWN AREAS, DITCH SLOPES, AND STAGING AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. RESTORATION SHALL INCLUDE: TOPSOIL SURFACE, FURN, 4 INCH; SEEDING, MIXTURE TUF; FERTILIZER AT 220 lbs/AC, CHEMICAL NUTRIENT, CL A AT 176 lbs/AC, STRAW MULCH BLANKET ON FLAT SURFACES, AND MULCH BLANKET ON AREAS WITH GRADES GREATER THAN 1:10. h.) ANY AREAS NOT SHOWING ADEQUATE TURF ESTABLISHMENT SHALL BE RESEEDED, REFERTILIZED, REMULCHED AND REWATERED AT CONTRACTORS EXPENSE UNTIL AN ADEQUATE TURF HAS BEEN ESTABLISHED. 9. WHENEVER THE COMPLETION DATE FALLS DURING A DORMANT SEASON, THE SITE WILL BE STRAW MULCHED WITHIN WHENEVER THE COMPLETION DATE FALLS DURING A DORMANT SEASON, THE SITE WILL BE STRAW MULCHED WITHIN 15 DAYS AFTER THE BEGINNING OF THE NEXT GROWING SEASON.

AutoCAD SHX Text

1. UNLESS SPECIFICALLY NOTED FOR REMOVAL AND REPLACEMENT ON THE CONSTRUCTION DRAWINGS, ALL SIDEWALK, UNLESS SPECIFICALLY NOTED FOR REMOVAL AND REPLACEMENT ON THE CONSTRUCTION DRAWINGS, ALL SIDEWALK, DRIVES, GUARDRAILS AND ABOVE GROUND UTILITIES DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED IN-KIND AT NO ADDITIONAL EXPENSE TO THE OWNER. 2. EXISTING SEWERS, WATER MAINS, GAS MAINS, UNDERGROUND TELEPHONE, ELECTRIC AND/OR CABLE LINES ARE EXISTING SEWERS, WATER MAINS, GAS MAINS, UNDERGROUND TELEPHONE, ELECTRIC AND/OR CABLE LINES ARE SHOWN ONLY IN THE PLAN VIEW OF THE CONSTRUCTION DRAWINGS. THE EXACT LOCATION AND DEPTH OF THESE UTILITIES IS NOT KNOWN. SOME UTILITIES HAVE NOT BEEN SHOWN IN THE PROFILE OF THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THESE UTILITIES DURING CONSTRUCTION. IF DAMAGED OR DESTROYED DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS TO REPAIR OR REPLACE THEM AT NO ADDITIONAL EXPENSE TO THE OWNER. 3. UNLESS NOTED ON THE DRAWINGS FOR REMOVAL, TREES AND SHRUBS ARE TO BE PROTECTED DURING UNLESS NOTED ON THE DRAWINGS FOR REMOVAL, TREES AND SHRUBS ARE TO BE PROTECTED DURING CONSTRUCTION AND BORED WHERE NECESSARY. 4. AREAS DISTURBED BY THE CONTRACTOR'S OPERATION OR AT THE DIRECTION OF THE ENGINEER SHALL BE AREAS DISTURBED BY THE CONTRACTOR'S OPERATION OR AT THE DIRECTION OF THE ENGINEER SHALL BE RESTORED WITH TOPSOIL, SEED, FERTILIZER, MULCH AND WATERED IN A TIMELY MANNER. 5. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING UTILTIES AT POINTS OF POSSIBLE CONFLICT PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING UTILTIES AT POINTS OF POSSIBLE CONFLICT SO THAT THESE CONFLICTS CAN BE RESOLVED. 6. EROSION CONTROL PROVISIONS SHALL CONFORM TO THE SPECIFICATIONS AS SHOWN ON DETAIL DRAWINGS. EROSION CONTROL PROVISIONS SHALL CONFORM TO THE SPECIFICATIONS AS SHOWN ON DETAIL DRAWINGS. 7. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, BONDS AND INSURANCE REQUIRED FOR WORK. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, BONDS AND INSURANCE REQUIRED FOR WORK. 8. ANY EXCAVATED AREAS THAT ARE CONSIDERED A PUBLIC HAZARD BY MIOSHA SHALL HAVE "PROTECTIVE, FENCE" ANY EXCAVATED AREAS THAT ARE CONSIDERED A PUBLIC HAZARD BY MIOSHA SHALL HAVE "PROTECTIVE, FENCE" PLACED AROUND THE EXCAVATION IF THE EXCAVATION WILL REMAIN IN PLACE LONGER THAN ONE WORKING DAY. 9. ALL APPLICABLE CONSTRUCTION WITHIN THE ROAD RIGHT OF WAY SHALL COMPLY WITH CITY OF PORT HURON ALL APPLICABLE CONSTRUCTION WITHIN THE ROAD RIGHT OF WAY SHALL COMPLY WITH CITY OF PORT HURON STANDARDS AND SPECIFICATIONS. APPROVAL OF PLANS BY THE CITY OF PORT HURON DOES NOT RELIEVE THE OWNER/DEVELOPER OF THIS REQUIREMENT NOR DOES IT GIVE APPROVAL TO ANY ERRORS AND/OR OMISSIONS CONTAINED IN THE PLANS.

AutoCAD SHX Text Proposed Hot Mix Asphalt (HMA) - ECC Lot / Crull North Lot Parking

AutoCAD SHX Text Proposed Hot Mix Asphalt (HMA) - Crull East Lot

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AutoCAD SHX Text Valve Cover Plate Walk/NoWalk Signal Pole/Post Signpost Parking Meter Planter/Pedestal Monument/Statue Transformer AC Unit Antenna (tower) Antenna (dish) LP Gas Tank (small) LP Gas Tank (large) Telephone Riser Electrical Riser Cable TV Riser Gas Meter Gas Marker Gas Shut Off Clean Out Culvert Headwall Round Hand Hole Square Hand Hole Signal Hand Hole Spot Elevation Large Deciduous Tree Med Deciduous Tree Small Deciduous Tree Large Evergreen Tree Med Evergreen Tree Small Evergreen Tree Shrubbery/Bush Tree Stump Ornamental Boulder Rock

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AutoCAD SHX Text HMA Base Crushing and Shaping

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4"FM

AutoCAD SHX Text Sanitary Sewer Sanitary Sewer Forcemain Storm Sewer Combined Sewer Watermain Edge of Hard Surface Edge of Gravel Surface Fence Gasmain Liquid Petroleum Gasmain Guardrail Buried Electric Cable Buried Telephone/Fiber Cable Buried Communication Cable Overhead Cable Watercourse Centerline Right of Way Line Property Line (Survey)

AutoCAD SHX Text Property Line (Topo) Plat Lines Parcel Lines Easement Line Section Line Retaining Wall Trail Line Top of Slope Toe of Slope Sea Wall Railroad Tracks Hedge or Bushes Woods Edge Wetland Boundary Wetlands (Non-Regulated) Wetlands (Regulated) RipRap

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8"SS

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4"LP

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BV & WELL

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GV & WELL

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AutoCAD SHX Text Proposed Hot Mix Asphalt (HMA) - Crull North Lot Bus Lane

AutoCAD SHX Text Proposed 6" Concrete, Curb Face http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ AutoCAD SHX Text

ACTIVITY

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START OF

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CONSTRUCTION

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CONTROL MEASURES

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INSTALL TEMPORARY EROSION

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& CONSTRUCTION

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ROUGH GRADING

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FINAL GRADING

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CONTROL MEASURES AND SEEDING

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INSTALLATION OF PERMANENT EROSION

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EROSION CONTROL MEASURES

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REMOVAL OF TEMPORARY

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COMPLETION OF

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CONSTRUCTION

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WEEKLY SOIL EROSION INSPECTIONS SHALL BE REQUIRED

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ACTIVITY

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START OF

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CONSTRUCTION

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CONTROL MEASURES

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INSTALL TEMPORARY EROSION

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& CONSTRUCTION

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ROUGH GRADING

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FINAL GRADING

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CONTROL MEASURES AND SEEDING

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INSTALLATION OF PERMANENT EROSION

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EROSION CONTROL MEASURES

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REMOVAL OF TEMPORARY

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COMPLETION OF

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CONSTRUCTION

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2025 CONSTRUCTION SEASON

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WEEKLY SOIL EROSION INSPECTIONS SHALL BE REQUIRED

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SEPT

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FEB

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MARCH

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APRIL

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JULY

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JUNE

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MAY

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AUG

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OCT

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NOV

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DEC

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JAN

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X X X X

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SHT OF3 18

JOB NO.

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CHK'D:

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P a g e w w w

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1" = 40' 03-24-2025

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GRASS

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ASPHALT

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ASPHALT

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CONCRETE WALK

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CONCRETE DRIVE

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21ST AVENUE

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20TH AVENUE

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RIVERSIDE DRIVE

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(66' WIDE)

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RIVERSIDE DRIVE

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(83' WIDE)

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GRAVEL

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CONCRETE

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HOWARD D CRULL

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ELEMENTARY SCHOOL

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#2615 HANCOCK STREET

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HOUSE #2322

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FOUND IRON OBLITERATED CAP

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FOUND "X" CUT IN MH. RIM

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FOUND IRON #15405 SE. CORNER LOT 2

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FOUND REROD

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FOUND PIPE

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FOUND PIPE

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FOUND REROD

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FOUND MAG NAIL WITH SHINER

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BM #4

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(66' WIDE)

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(66' WIDE)

AutoCAD SHX Text N79°54'16"E(M) 1052.07'(M)

AutoCAD SHX Text S10°13'34"E(M) 726.20'(R&M)

AutoCAD SHX Text S80°04'50"W(M) 584.35'(M)

AutoCAD SHX Text N35°00'36"W(M) 167.58'(M)

AutoCAD SHX Text N8°35'55"W(M) 16.20'(M)

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LOT 4

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LOT 3

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LOT 2

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LOT 1

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LOT 6

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LOT 5

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LOT 4

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LOT 2

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LOT 7

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LOT 6

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LOT 5

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FOUND IRON #15405

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FOUND IRON #15405 SE. CORNER LOT 6 NE. CORNER LOT 1

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LOT 1

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SET MAG NAIL

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LOT 6

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LOT 5

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LOT 3

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LOT 4

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LOT 2

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LOT 1

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LOT 10

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LOT 9

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LOT 8

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LOT 7

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LOT 6

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FIRST ADDITION TO GARFIELD HEIGHTS SUBDIVISION L.52, P.51

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RIVERVIEW STREET

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(66' WIDE)

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(VACATED)

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PARCEL #74-06-510-0055-000

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FENCE 0.7' S. & 1.5' E. OF CORNER

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FENCE 1' E. OF PL.

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ASPHALT 3.4' W. OF PL.

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LOT 1

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FENCE ON PL.

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FENCE ON PL.

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FENCE 0.4' W. OF PL.

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FENCE 0.2' E. OF PL.

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FENCE 0.4' E. OF PL.

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FENCE 0.2' W. OF PL.

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FENCE ON PL.

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FENCE 0.4' E. OF PL.

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HOUSE 1.4' E. OF PL.

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CONCRETE 2.2' E. OF PL.

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GRAVEL ON PL.

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HOUSE #2611

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50' STORM SEWER RIGHT OF WAY EASEMENT L.959, P.46

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50' STORM SEWER RIGHT OF WAY EASEMENT L.959, P.46

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STORM SEWER RIGHT OF WAY EASEMENT L.959, P.46

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SET IRON #46670 (TYP.)

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CONCRETE WALK

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CONCRETE WALK

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CONC.

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CONC.

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CONCRETE WALK

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GRASS

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GRASS

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GRASS

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GRASS

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AutoCAD SHX Text F.F.=612.20 X

AutoCAD SHX Text F.F.=612.23 X

AutoCAD SHX Text F.F.=612.19 X

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TELEPHONE MH.

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BUS LANE

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BUS LANE

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36" MAPLE

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18" CHERRY

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36" MAPLE

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42" OAK

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EARLY CHILDHOOD CENTER

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PHASD ADMINISTRATION BUILDING

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#2720 RIVERSIDE DRIVE

AutoCAD SHX Text Z:\(1)Projects\2412-10\dwg\3 SITE PLAN.dwg, 4/27/2025 12:18 PM, MDAMROW, 4/27/2025 12:18 PM, MDAMROW4/27/2025 12:18 PM, MDAMROW, MDAMROWMDAMROW http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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X X

T T

SHT OF

JOB NO.

DESIGNED:

DRAWN:

CHK'D:

E R

S N

O W e b P a g e w w w

.b m jin c.

il@ b m jin c.

co m

U R

O R

U R

O N

N G

E R

V E

Y O

R S

T E

-9

-5

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-8

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O U

2412-10

PJP

MOD

PJP

1" = 20' 03-24-2025

D P

N G

L O

R U

R Y

O O

D H

O O

D C

R S, IN

4 18

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CONCRETE WALK

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GRAVEL

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CONCRETE

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HOUSE #2322

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FOUND REROD

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AutoCAD SHX Text S10°13'34"E(M) 726.20'(R&M)

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GARFIELD STREET

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(66' WIDE)

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36" MAPLE

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18" CHERRY

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36" MAPLE

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42" OAK

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EARLY CHILDHOOD CENTER

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10' TYP

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AutoCAD SHX Text 18'

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22' TYP

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8' TYP

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GRASS

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ASPHALT

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ASPHALT

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ASPHALT

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CONCRETE WALK

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CONCRETE WALK

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MH.

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21ST AVENUE

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20TH AVENUE

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GARFIELD STREET

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(66' WIDE)

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HANCOCK STREET

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(66' WIDE)

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RIVERSIDE DRIVE

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(66' WIDE)

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RIVERSIDE DRIVE

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(83' WIDE)

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GRAVEL

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CONCRETE

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HOWARD D CRULL

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ELEMENTARY SCHOOL

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#2615 HANCOCK STREET

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HOUSE #2322

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FOUND "X" CUT IN MH. RIM

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FOUND IRON #12033

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FOUND PIPE

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FOUND PIPE

AutoCAD SHX Text

FOUND PIPE

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FOUND IRON #12033

AutoCAD SHX Text

FOUND PIPE

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FOUND REROD

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FOUND PIPE

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FOUND MAG NAIL WITH SHINER

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FOUND IRON #7114

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FOUND IRON #15405

AutoCAD SHX Text

(66' WIDE)

AutoCAD SHX Text

(66' WIDE)

AutoCAD SHX Text N79°54'16"E(M) 1052.07'(M)

AutoCAD SHX Text S10°13'34"E(M) 726.20'(R&M)

AutoCAD SHX Text S80°04'50"W(M) 584.35'(M)

AutoCAD SHX Text N35°00'36"W(M) 167.58'(M)

AutoCAD SHX Text N8°35'55"W(M) 16.20'(M)

AutoCAD SHX Text 186'(R&M)

AutoCAD SHX Text

SET MAG NAIL

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FENCE 0.7' S. & 1.5' E. OF CORNER

AutoCAD SHX Text

FENCE 1' E. OF PL.

AutoCAD SHX Text

ASPHALT 3.4' W. OF PL.

AutoCAD SHX Text

HOUSE #2611

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20TH AVENUE

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(66' WIDE)

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SET IRON #46670 (TYP.)

AutoCAD SHX Text

CONCRETE WALK

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CONCRETE WALK

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GRASS

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GRASS

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GRASS

AutoCAD SHX Text F.F.=612.17 X

AutoCAD SHX Text F.F.=612.20 X

AutoCAD SHX Text F.F.=612.23 X

AutoCAD SHX Text F.F.=612.19 X

AutoCAD SHX Text

GARFIELD STREET

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(66' WIDE)

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EARLY CHILDHOOD CENTER

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PHASD ADMINISTRATION BUILDING

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#2720 RIVERSIDE DRIVE

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( IN FEET )

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GRAPHIC SCALE

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LOCATION MAP

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ECC LOT

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PAVT MRKG, WATERBORNE, 4 INCH, WHITE (TYP)

AutoCAD SHX Text DETENTION POND, EARTH WORK & DRAINAGE DITCH SHALL BE INCLUDED IN PAY ITEM "EXCAVATION, EARTH & EMBANKMENT, CIP" (TYP)

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RIP-RAP, PLAIN (10 SYD) (SEE DETAIL ON SHEET 17)

AutoCAD SHX Text

RIP-RAP, PLAIN (14 SYD) (SEE DETAIL ON SHEET 17)

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PAVT MRKG, WATERBORNE, 4 INCH, WHITE (TYP)

AutoCAD SHX Text

DRAINAGE DITCH (SEE DETAIL ON SHEET 17)

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BARRICADE, TYPE III, HIGH INTENSITY, DOUBLE SIDED, LIGHTED (4 EA)

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EROSION CONTROL, INLET PROTECTION, FABRIC DROP (1 EA)

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PROTECT LIGHT POLES & BASES (TYP WHERE SHOWN)

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60° ANGLEPARKING (TYP)

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PAVT FOR BUTT JOINT, REM (50 SYD)

AutoCAD SHX Text ECC PAVEMENT SECTION HMA 13A (60 TON) HMA 3C (101 TON) AGGREGATE BASE, 8 INCH (669 SYD) GEOTEXTILE SEPARATOR (669 SYD) (SEE DETAIL ON SHEET 17)

AutoCAD SHX Text

EX. DETENTION POND

AutoCAD SHX Text NOTES: VERTICAL DATUM: USLS 35 HORIZONTAL DATUM: MICHIGAN STATE PLANE SOUTH ZONE 2113 BASIS OF BEARINGS: MICHIGAN STATE PLANE SOUTH ZONE 2113 INTERNATIONAL FEET BM #1 (OFF SITE) ELEVATION: 609.02 USLS 35 DESCRIPTION: ATOP SET LAG SCREW IN THE NORTH SIDE OF 24" OAK TREE AT THE SOUTHWEST CORNER OF RIVERSIDE DRIVE AND HANCOCK STREET. BM #4 ELEVATION: 610.32 USLS 35 DESCRIPTION: ATOP SET LAG SCREW IN THE WEST SIDE OF GUY POLE ±444' SOUTH OF THE CENTERLINE OF GARFIELD STREET, ±1' EAST OFTHE EAST PROPERTY LINE, & ±218' WEST OF THE CENTERLINE OF19TH AVENUE.

AutoCAD SHX Text

SIDE SLOPES VARY FROM 1:6 TO 1:10

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TOP OF SLOPE (TYP)

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TOE OF SLOPE (TYP)

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BM #4

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PAVT MRKG, WATERBORNE ADA SYMBOL, BLUE

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PAVT MRKG, WATERBORNE 4 INCH, BLUE (TYP WHERE SHOWN)

AutoCAD SHX Text SIGN, TYPE III, R7-8 ADA PARKING SIGN (1.5 SFT) POST, STEEL, 3LB (14 FT) (TYP WHERE SHOWN)

DRAINAGE DITCH (SEE DETAIL ON SHEET 17)

X X

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SHT OF

JOB NO.

DESIGNED:

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SCALE:

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1" = 20'

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2412-10

PJP

MOD

PJP

03-24-2025

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5 18

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CONCRETE WALK

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GRAVEL

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CONCRETE

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HOUSE #2322

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FOUND REROD

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AutoCAD SHX Text S10°13'34"E(M) 726.20'(R&M)

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GARFIELD STREET

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(66' WIDE)

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36" MAPLE

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18" CHERRY

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36" MAPLE

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42" OAK

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EARLY CHILDHOOD CENTER

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GRASS

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ASPHALT

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ASPHALT

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ASPHALT

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CONCRETE WALK

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CONCRETE WALK

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MH.

AutoCAD SHX Text F.F.=612.16 X

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21ST AVENUE

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20TH AVENUE

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GARFIELD STREET

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(66' WIDE)

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HANCOCK STREET

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(66' WIDE)

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RIVERSIDE DRIVE

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(66' WIDE)

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RIVERSIDE DRIVE

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(83' WIDE)

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GRAVEL

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CONCRETE

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HOWARD D CRULL

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ELEMENTARY SCHOOL

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#2615 HANCOCK STREET

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HOUSE #2322

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FOUND "X" CUT IN MH. RIM

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FOUND IRON #12033

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FOUND PIPE

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FOUND PIPE

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FOUND PIPE

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FOUND IRON #12033

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FOUND PIPE

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FOUND REROD

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FOUND PIPE

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FOUND MAG NAIL WITH SHINER

AutoCAD SHX Text

FOUND IRON #7114

AutoCAD SHX Text

FOUND IRON #15405

AutoCAD SHX Text

(66' WIDE)

AutoCAD SHX Text

(66' WIDE)

AutoCAD SHX Text N79°54'16"E(M) 1052.07'(M)

AutoCAD SHX Text S10°13'34"E(M) 726.20'(R&M)

AutoCAD SHX Text S80°04'50"W(M) 584.35'(M)

AutoCAD SHX Text N35°00'36"W(M) 167.58'(M)

AutoCAD SHX Text N8°35'55"W(M) 16.20'(M)

AutoCAD SHX Text 186'(R&M)

AutoCAD SHX Text

SET MAG NAIL

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FENCE 0.7' S. & 1.5' E. OF CORNER

AutoCAD SHX Text

FENCE 1' E. OF PL.

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ASPHALT 3.4' W. OF PL.

AutoCAD SHX Text

HOUSE #2611

AutoCAD SHX Text

20TH AVENUE

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(66' WIDE)

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SET IRON #46670 (TYP.)

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CONCRETE WALK

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CONCRETE WALK

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GRASS

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GRASS

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GRASS

AutoCAD SHX Text F.F.=612.17 X

AutoCAD SHX Text F.F.=612.20 X

AutoCAD SHX Text F.F.=612.23 X

AutoCAD SHX Text F.F.=612.19 X

AutoCAD SHX Text

GARFIELD STREET

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(66' WIDE)

AutoCAD SHX Text

EARLY CHILDHOOD CENTER

AutoCAD SHX Text

PHASD ADMINISTRATION BUILDING

AutoCAD SHX Text

#2720 RIVERSIDE DRIVE

AutoCAD SHX Text Z:\(1)Projects\2412-10\dwg\3 SITE PLAN.dwg, 4/27/2025 12:19 PM, MDAMROW, 4/27/2025 12:19 PM, MDAMROW4/27/2025 12:19 PM, MDAMROW, MDAMROWMDAMROW http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

AutoCAD SHX Text

LOCATION MAP

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ECC LOT

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BM #4

AutoCAD SHX Text 0.5%

0.5%

X X

X X X X X X X X E

X X

X X X X

T T

SHT OF

JOB NO.

DESIGNED:

DRAWN:

CHK'D:

E R

S N

O W e b

P a g e w w w

.b m jin c.

il@ b m jin c.

co m

P O

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E E

R V

E Y

O R

T E

-9

-5

-9

-8

SCALE:

DATE:

R S

S, IN

SHT OF

JOB NO.

DESIGNED:

DRAWN:

CHK'D:

E R

S N

O W e b

P a g e w w w

.b m jin c.

il@ b m jin c.

co m

P O

O N

E E

R V

E Y

O R

T E

-9

-5

-9

-8

R S

S, IN

C R

O T

2412-10

PJP

MOD

PJP

03-24-2025

D P

N G

L O

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R Y

O O

D H

O O

D C

6 18

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ASPHALT

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ASPHALT

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ASPHALT

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CONCRETE WALK

AutoCAD SHX Text F.F.=612.16 X

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HANCOCK STREET

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(66' WIDE)

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HOWARD D CRULL

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ELEMENTARY SCHOOL

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#2615 HANCOCK STREET

AutoCAD SHX Text

FOUND IRON #12033

AutoCAD SHX Text S10°14'41"E(M) 145.41'(R)

AutoCAD SHX Text S79°45'19"W(M) 459.72'(R)

AutoCAD SHX Text 145.12'(M)

AutoCAD SHX Text 459.06'(M)

AutoCAD SHX Text S79°45'19"W(M) 1230.72'(R)

AutoCAD SHX Text 1229.35'(M)

AutoCAD SHX Text

FENCE 0.7' S. & 1.5' E. OF CORNER

AutoCAD SHX Text

FENCE 1' E. OF PL.

AutoCAD SHX Text

ASPHALT 3.4' W. OF PL.

AutoCAD SHX Text

HOUSE #2611

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CONCRETE WALK

AutoCAD SHX Text

GRASS

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GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text F.F.=612.17 X

AutoCAD SHX Text F.F.=612.20 X

AutoCAD SHX Text F.F.=612.23 X

AutoCAD SHX Text F.F.=612.19 X

AutoCAD SHX Text

BUS LANE

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BUS LANE

AutoCAD SHX Text 12'

AutoCAD SHX Text 18'

AutoCAD SHX Text 54'

AutoCAD SHX Text 33' B/B

AutoCAD SHX Text 66' R.O.W.

AutoCAD SHX Text

HOUSE #2511

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GRASS

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ASPHALT

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ASPHALT

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ASPHALT

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CONCRETE WALK

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CONCRETE WALK

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MH.

AutoCAD SHX Text F.F.=612.16 X

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21ST AVENUE

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20TH AVENUE

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GARFIELD STREET

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(66' WIDE)

AutoCAD SHX Text

HANCOCK STREET

AutoCAD SHX Text

(66' WIDE)

AutoCAD SHX Text

RIVERSIDE DRIVE

AutoCAD SHX Text

(66' WIDE)

AutoCAD SHX Text

RIVERSIDE DRIVE

AutoCAD SHX Text

(83' WIDE)

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GRAVEL

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CONCRETE

Auto…

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