TOWN COURT SITE PLANS LUXURY APARTMENTS WEST BLOOMFIELD TOWNSHIP, OAKLAND COUNTY, MICHIGAN TAX ID: &

Save this PDF as:
 WORD  PNG  TXT  JPG

Size: px
Start display at page:

Download "TOWN COURT SITE PLANS LUXURY APARTMENTS WEST BLOOMFIELD TOWNSHIP, OAKLAND COUNTY, MICHIGAN TAX ID: &"

Transcription

1 TOWN COURT Know what's below. Call before you dig. MAPLE ROAD LUXURY APARTMENTS WEST BLOOMFIELD TOWNSHIP, OAKLAND COUNTY, MICHIGAN FARMINGTON ROAD SITE ORCHARD LAKE ROAD MIDDLE BELT ROAD TAX ID: & SITE PLANS 14 MILE ROAD NORTHWESTERN HWY VICINITY MAP DEVELOPMENT TEAM APPLICANT / DEVELOPER THE BEZTAK COMPANIES & GRAND SAKWA PROPERTIES, LLC NORTHWESTERN HIGHWAY SUITE 250W FARMINGTON HILLS, MI PHONE: (248) CONTACT: MARK HIGHLEN ARCHITECT ALEXANDER V. BOGAERTS + ASSOC 2445 FRANKLIN ROAD BLOOMFIELD HILLS, MI PHONE: (248) FAX: (248) CONTACT: MARK ABANATHA SITE LIGHTING MECCI 1415 GOLDSMITH PLYMOUTH, MI PHONE: (734) FAX: (734) CONTACT: TRACIE BEATTY WEST BLOOMFIELD TOWNSHIP 4550 WALNUT LAKE ROAD WEST BLOOMFIELD, MI PLANNING DEPARTMENT PHONE: (248) CONTACT: AMY NEARY PROPERTY OWNER BLOOMFIELD VENTURES, LLC THIRTEEN MILE ROAD, SUITE 200 FARMINGTON HILLS, MI PHONE: (248) FAX: (248) CONTACT: WILLIAM EISENBERG CIVIL ENGINEER ATWELL, LLC TWO TOWNE SQUARE, SUITE 700 SOUTHFIELD, MI PHONE: (248) FAX: (248) CONTACT: MICHAEL McPHERSON GOVERNING AGENCIES & UTILITY CONTACTS GAS CONSUMERS ENERGY CONTACT: JESSE RANKINS PHONE: (734) LEGAL DESCRIPTION DESCRIPTIONS FOR THE SUBJECT 4.81 ACRE PROPERTY PARCEL T2N, R9E, SEC 34 PART OF SE 1/4 BEG AT PT DIST S W 585 FT & S W FT FROM E 1/4 COR, TH S W 32 FT, TH N W 20 FT, TH S W 261 FT, TH S E 50 FT, TH ALG CURVE TO LEFT, RAD FT, CHORD BEARS S W 23 FT, DIST OF FT, TH S W 34 FT, TH ALG CURVE TO RIGHT, RAD 24 FT, CHORD BEARS S W FT, DIST OF FT, TH S W FT, TH N W FT, TH N W 105 FT, TH S W FT, TH N W 293 FT, TH N E FT TO BEG THAT PART OF PCL LYING IN WEST BLOOMFIELD SCHOOL DISTRICT FR 017 PARCEL T2N, R9E, SEC 34 PART OF SE 1/4 BEG AT PT DIST S W 585 FT & S W FT FROM E 1/4 COR, TH S W 32 FT, TH N W 20 FT, TH S W 261 FT, TH S E 50 FT, TH ALG CURVE TO LEFT, RAD FT, CHORD BEARS S W 23 FT, DIST OF FT, TH S W 34 FT, TH ALG CURVE TO RIGHT, RAD 24 FT, CHORD BEARS S W FT, DIST OF FT, TH S W FT, TH N W FT, TH N W 105 FT, TH S W FT, TH N W 293 FT, TH N E FT TO BEG THAT PART OF PCL LYING IN FARMINGTON PUBLIC SCHOOL DISTRICT FR 020 SHEET INDEX CIVIL PLANS C00 COVER SHEET C01 NOTES SHEET C02 EXISTING CONDITIONS PLAN C03 SITE LAYOUT PLAN C04 PRELIMINARY GRADING & STORMWATER PLAN C05 PRELIMINARY UTILITY PLAN C06 OVERALL LANDSCAPE PLAN C07 LANDSCAPE PLAN C08 LANDSCAPE PLAN C09 LANDSCAPE PLAN C10 LANDSCAPE PLAN C11 STANDARD DETAILS C12 STANDARD DETAILS ARCHITECT PLANS A201 GROUND FLOOR PLAN A202 1ST FLOOR PLAN A203 2ND FLOOR PLAN A204 3RD FLOOR PLAN A401 ELEVATIONS A402 ELEVATIONS A403 ELEVATIONS A404 ELEVATIONS A11 EXTERIOR MATERIALS PHOTOMETRIC PLANS SE SITE LIGHTING PHOTOMETRICS SE SITE LIGHTING SCHEDULES SE SITE LIGHTING CUT SHEETS SE SITE LIGHTING CUT SHEETS PROJECT NARRATIVE TOWN COURT IS A PROPOSED 200 UNIT LUXURY APARTMENT BUILDING. THE SITE IS LOCATED ON THE 4.81 ACRE PHASE TWO PORTION OF THE WESTGATE SHOPPING CENTER WHICH IS ON THE WEST SIDE OF ORCHARD LAKE ROAD, JUST NORTH OF 14 MILE. THE APARTMENT BUILDING WILL BE 5 STORIES TALL WITH UNDER-BUILDING PARKING ON THE GROUND LEVEL. THE MAIN ACCESS FROM ORCHARD LAKE ROAD WILL BE SHARED WITH THE WESTGATE SHOPPING CENTER, WITH SECONDARY EMERGENCY ACCESS PROVIDED FROM THE NORTH AND SOUTHEAST. ENGINEERING DEPARTMENT PHONE: (248) CONTACT: MARSHALL LABADIE OCRC ROAD COMMISSION FOR OAKLAND COUNTY 2420 PONTIAC LAKE ROAD WATERFORD, MI PHONE: (248) CONTACT: STEVE SINTKOWSKI, PE OCWRC OAKLAND COUNTY WATER RESOURCES COMM PONTIAC LAKE ROAD WATERFORD, MI PHONE: (248) ELECTRIC DTE INTERCHANGE DRIVE FARMINGTON HILLS, MI PHONE: (248) FAX: (248) PHONE AT&T PHONE: (248) CONTACT: DEAN JONES C00

2 GENERAL CONSTRUCTION NOTES UTILITY NOTES GRADING AND DRAINAGE NOTES Know what's below. Call before you dig. PAVING NOTES DEMOLITION NOTES STRIPING NOTES WEST BLOOMFIELD TOWNSHIP UTILITY NOTES C01

3 Know what's below. Call before you dig. SITE BENCHMARKS LEGAL DESCRIPTION LEGEND C02

4 EXISTING BUILDING Know what's below. Call before you dig. EXISTING BUILDING SITE DATA PARCEL SUMMARY NOTES LEGEND BUILDING SUMMARY SETBACKS STANDARD PARKING SUMMARY ACCESSIBLE PARKING SUMMARY C03

5 LEGEND Know what's below. Call before you dig. STORMWATER NARRATIVE SHARED DETENTION BASIN STORM SEWER CALCULATIONS R5 4 AC. R11 0 AC. R12 3 AC. R3 1 AC. R4 4 AC. R10 8 AC. RD5 1 AC. RD6 6 AC. R13 8 AC. R7 2 AC. R6 2 AC. RD4 1 AC. RD1 2 AC. R8 1 AC. R9 0 AC. R14 9 AC. WATER QUALITY UNIT SIZING CALCULATIONS RD3 3 AC. RD2 7 AC. C04

6 Know what's below. Call before you dig. BM#3 PROPOSED BUILDING EXISTING BUILDING BM#4 SITE BENCHMARKS NOTES LEGEND C05

7 Know what's below. Call before you dig. SHEET C10 SHEET C07 EXISTING BUILDING SHEET C09 SHEET C08 LEGEND NOTES TREE LIST ORNAMENTAL GRASSES, PERENNIALS & BULBS LIST SHRUB LIST C06

8 SHEET C10 SHEET C07 Know what's below. Call before you dig. SHEET C09 SHEET C08 KEY MAP LEGEND NOTES SEED MIX PLANT KEY ALL PLANTINGS ADJACENT TO BUILDING WALLS SHALL BE PLANTED 36" AWAY FROM WALLS ORNAMENTAL GRASSES, PERENNIALS & BULBS LIST TREE LIST SHRUB LIST C07

9 SHEET C10 SHEET C07 Know what's below. Call before you dig. SHEET C09 SHEET C08 KEY MAP LEGEND NOTES SEED MIX PLANT KEY ALL PLANTINGS ADJACENT TO BUILDING WALLS SHALL BE PLANTED 36" AWAY FROM WALLS ORNAMENTAL GRASSES, PERENNIALS & BULBS LIST TREE LIST SHRUB LIST C08

10 SHEET C10 SHEET C07 Know what's below. Call before you dig. SHEET C09 SHEET C08 KEY MAP LEGEND NOTES SEED MIX PLANT KEY ALL PLANTINGS ADJACENT TO BUILDING WALLS SHALL BE PLANTED 36" AWAY FROM WALLS ORNAMENTAL GRASSES, PERENNIALS & BULBS LIST TREE LIST SHRUB LIST C09

11 SHEET C10 SHEET C07 Know what's below. Call before you dig. SHEET C09 SHEET C08 KEY MAP LEGEND NOTES SEED MIX PLANT KEY ALL PLANTINGS ADJACENT TO BUILDING WALLS SHALL BE PLANTED 36" AWAY FROM WALLS ORNAMENTAL GRASSES, PERENNIALS & BULBS LIST TREE LIST SHRUB LIST C10

12 CURB CUT CROSS-SECTION ACCESSIBLE PARKING SIGN 18" CONCRETE CURB & GUTTER DETAIL Know what's below. Call before you dig. DUMPSTER ENCLOSURE DETAIL SIDEWALK RAMP DETAIL STOP SIGN 18" CONCRETE CURB & GUTTER - PITCH-OUT 3" MOUNTABLE CURB & GUTTER (PITCH IN) 8" 16" 4" 6" 6" INTEGRAL CURB & SIDEWALK STANDARD DUTY ASPHALT PAVEMENT SECTION (ON-SITE) CONCRETE PAVEMENT SECTION MOUNTABLE CURB & GUTTER (PITCH OUT) STOP P.O. Box Lincoln, NE TITLE BARISTRO PRODUCT NO. BIKE RACK *Available in powder coat and DuraCoat finishes BR7-02-SM PF: 402/ WEBSITE: FX: 402/ INCH TOLERANCES U.O.S. THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF SITESCAPES, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT FRACTION--±1/16" THE WRITTEN PERMISSION OF SITESCAPES, INC. ANG ±1 IS PROHIBITED. TITLE BARISTRO PRODUCT NO. BIKE RACK *Available in powder coat and DuraCoat finishes 4" P.O. Box Lincoln, NE BR7-02-SM PF: 402/ WEBSITE: FX: 402/ INCH TOLERANCES U.O.S. THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF SITESCAPES, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT FRACTION--±1/16" THE WRITTEN PERMISSION OF SITESCAPES, INC. ANG ±1 IS PROHIBITED. MATERIALS LIST (1) Frame Panel - 1/4" Rolled Steel Sheet (2) Bike Lock Tubes - 2" x 2" Square Steel Tube (3) Foot Plate - 1/4" Stainless Steel Plate (4) Mounted with Two Ø1/2" x 4-5" Stainless Steel Anchor Bolts (Customer Supplied) 3 3/4" " STOP 26" 3 CROSSWALK MARKING BIKE RACK DETAIL C11

13 Know what's below. Call before you dig. PRELIMINARY STORMWATER QUALITY UNIT HABITAT SIGN DETAILS BIRD BOX DETAIL C12

14 CLIENT/PROJECT SHEET TITLE COPYRIGHT 2018 ALEXANDER V. BOGAERTS & ASSOC. PRELIMINARY SPA BIDS PERMITS CONSTRUCTION REVISIONS COMPOSITE PLAN - GROUND LEVEL SCALE: 1" = 20'-0" DRAWN BY PJM CAD FILENAME 1799_plan_00.dwg CHECKED BY -- JOB NUMBER 1799 DATE SHEET NUMBER

15 CLIENT/PROJECT SHEET TITLE COPYRIGHT 2018 ALEXANDER V. BOGAERTS & ASSOC. PRELIMINARY SPA BIDS PERMITS CONSTRUCTION REVISIONS COMPOSITE PLAN - FIRST FLOOR SCALE: 1" = 20'-0" DRAWN BY PJM CAD FILENAME 1799_plan_01.dwg CHECKED BY -- JOB NUMBER 1799 DATE SHEET NUMBER

16 CLIENT/PROJECT SHEET TITLE COPYRIGHT 2018 ALEXANDER V. BOGAERTS & ASSOC. PRELIMINARY SPA BIDS PERMITS CONSTRUCTION REVISIONS COMPOSITE PLAN - SECOND FLOOR 1" = 20'-0" DRAWN BY PJM CAD FILENAME 1799_plan_02.dwg CHECKED BY -- JOB NUMBER 1799 DATE SHEET NUMBER

17 CLIENT/PROJECT SHEET TITLE COPYRIGHT 2018 ALEXANDER V. BOGAERTS & ASSOC. PRELIMINARY SPA BIDS PERMITS CONSTRUCTION REVISIONS COMPOSITE PLAN - THIRD FLOOR 1" = 20'-0" DRAWN BY PJM CAD FILENAME 1799_plan_02.dwg CHECKED BY -- JOB NUMBER 1799 DATE SHEET NUMBER

18 TOWN COURT 1 EAST ELEVATION A401 SCALE: 3/32" = 1'-0" 2 COURTYARD ELEVATION LOOKING WEST A401 SCALE: 3/32" = 1'-0" CLIENT/PROJECT SHEET TITLE COPYRIGHT 2018 ALEXANDER V. BOGAERTS & ASSOC. PRELIMINARY SPA BIDS PERMITS CONSTRUCTION REVISIONS KEY PLAN NO SCALE DRAWN BY PJM, ABC CAD FILENAME 1799_04_elevs.dwg CHECKED BY -- JOB NUMBER 1799 DATE SHEET NUMBER

19 1 PARTIAL NORTH ELEVATION A402 SCALE: 3/32" = 1'-0" 1 PARTIAL NORTH ELEVATION A402 SCALE: 3/32" = 1'-0" KEY PLAN NO SCALE CLIENT/PROJECT SHEET TITLE COPYRIGHT 2018 ALEXANDER V. BOGAERTS & ASSOC. PRELIMINARY SPA BIDS PERMITS CONSTRUCTION REVISIONS DRAWN BY PJM CAD FILENAME 1799_04_elevs.dwg CHECKED BY -- 2 COURTYARD ELEVATION (LOOKING SOUTH) A402 SCALE: 3/32" = 1'-0" JOB NUMBER 1799 DATE SHEET NUMBER

20 1 WEST ELEVATION A403 SCALE: 3/32" = 1'-0" CLIENT/PROJECT SHEET TITLE 2 COURTYARD ELEVATION (LOOKING EAST) A403 SCALE: 3/32" = 1'-0" COPYRIGHT 2018 ALEXANDER V. BOGAERTS & ASSOC. PRELIMINARY SPA BIDS PERMITS CONSTRUCTION REVISIONS KEY PLAN NO SCALE DRAWN BY PJM CAD FILENAME 1799_04_elevs.dwg CHECKED BY -- JOB NUMBER 1799 DATE SHEET NUMBER

21 1 PARTIAL SOUTH ELEVATION A404 SCALE: 3/32" = 1'-0" 1 PARTIAL SOUTH ELEVATION A404 SCALE: 3/32" = 1'-0" KEY PLAN NO SCALE CLIENT/PROJECT SHEET TITLE COPYRIGHT 2018 ALEXANDER V. BOGAERTS & ASSOC. PRELIMINARY SPA BIDS PERMITS CONSTRUCTION REVISIONS DRAWN BY PJM CAD FILENAME 1799_04_elevs.dwg CHECKED BY -- JOB NUMBER COURTYARD ELEVATION (LOOKING NORTH) A404 SCALE: 3/32" = 1'-0" DATE SHEET NUMBER

22 BRICK: BOWERSTON SHALE CO. #940 MODULAR STONE: ARRISCRAFT RENAISSANCE MASONRY UNITS MAGNOLIA (ROCKED) SIDING: JAMES HARDIE HARDIEPLANK LAP SIDING SIDING PAINT: BENJAMIN MOORE OC-151 WHITE SIDING PAINT: BENJAMIN MOORE HC-83 GRANT BEIGE SIDING PAINT: BENJAMIN MOORE PEWTER SOLAR SCREENS (PAINTED) BENJAMIN MOORE CSP-15 ARCTIC SEAL BALCONY RAILINGS (PAINTED METAL) BENJAMIN MOORE CSP-15 ARCTIC SEAL DECORATIVE GRILLES (PAINTED METAL) BENJAMIN MOORE AC-36 SHENANDOAH TAUPE WINDOWS AND DOORS Mi WINDOWS AND DOORS CLAY WALL PANELS: JAMES HARDIE CEMENT BOARD PANELS PANEL PAINT: BENJAMIN MOORE OC-151 WHITE GARAGE DOORS: SAMPLE PHOTO OF FLUSH METAL PANEL GARAGE DOOR BRICK: GLEN-GERY HOMETOWN SERIES - COVINGTON MODULAR PANEL PAINT: BENJAMIN MOORE HC-83 GRANT BEIGE STONE: ARRISCRAFT RENAISSANCE MASONRY UNITS RYE GRASS PANEL PAINT: BENJAMIN MOORE PEWTER ALL MATERIALS AND COLORS TO BE EQUAL OR SIMILAR.

23 OSB-3 OSB-4 OSB-5 OSB-6 OSB-7 OSB-8 OSB-10 OSB-11 OSB-12 OSB-13 OSB-14 OSB-15 OSB-16 OSB-17 OSB-18 OSB-19 OSB-21 OSB-22 OSB-23 OSB-24 OSB-25 OSB-26 OSB-27 OSB-30 OSB-31 OSB-32 OSB-33 OSA-3 OSA-5 OSB-34 OSB-35 OSB-36 OSB-37 OSB-38 OSB-39 OSB-40 OSB-41 OSB-42 OSB-43 AW-1 AW-4 AW-5 AW-7 BW-1 BW-2 BW-4 BW-5 BW-6 BW-7 S5B-4 S5B-6 SA-1 SA-2 SA-6 SA-8 SA-9 CW-1 F1-1 F1-2 F1-3 F1-4 F2-1 F2-2 F2-3 F2-4 F2-5 F2-6 F2-7 F2-8 S3B-5 S3B-6 S4B-1 D1-1 D1-2 D1-3 D1-4 D1-5 D1-6 D1-7 D1-8 D1-9 AW-3 AW-8 OSB-44 OSA-2 OSB-45 OSB-46 OSB-47 pc mechanical electrical engineering consultants pc 1415 Goldsmith Plymouth, MI (f) Copyright 2016 This document and the subject matter contained therein is proprietary and is not to be used or reproduced without the written permission of mechanical electrical engineering consultants pc This drawing is diagrammatic and should be used to determine the design intent. The contractor shall field verify all work and shall notify the architect immediately of any discrepancies in the documents before proceeding. Failure to do so will result in the contractor taking full responsibility and liability for said discrepancies. seal project client sheet title drawn by checked by meec job no. sheet no. issued for/date Beztak Companies and Grand Sakwa NORTHWESTERN HWY FARMINGTON HILLS, MI SPA 3/31/17 Town Court Orchard Lake Rd. West Bloomfield Township, MI. JAMES F. BUSHA ENGINEER No. L I CENSED PROFESS I ONA L ENG I NEER STATE OF M I CH I GAN 02/03/17 J.B. T.B. SE Site Plan - Photometrics SITE PLAN - PHOTOMETRICS Scale: 1" = 30'-0" REVISION 1/12/18 A:\Beztak Companies\ Orchard Mews\SE.dwg, 1/18/ :50:11 PM

24 Luminaire Locations No. Label MH Orientation Tilt 1 AW AW AW AW AW AW BW BW BW BW BW BW CW D D Schedule Symbol Label Quantity Manufacturer Catalog Number Lamp AW BW CW D1 F1 6 Lithonia Lighting DSXW1 LED 10C K T3S 6 Lithonia Lighting MVOLT DSXW1 LED 20C K T2M MVOLT 1 Lithonia Lighting DSXW1 LED 20C K 9 EATON - McGRAW- EDISON (FORMER COOPER LIGHTING) 4 BEGA Converted by LUMCat V / H.R. TFTM MVOLT HS TT-C3-LED-E1-WQ-CG LED 16,5W Description Number Lamps Filename LED DSXW1 LED WITH (1) 10 LED LIGHT 1 DSXW1_LED_10C_35 ENGINES, TYPE T3S OPTIC, 350mA. 0_40K_T3S_MVOLT.ie LED DSXW1 LED WITH (2) 10 LED LIGHT 1 DSXW1_LED_20C_35 ENGINES, TYPE T2M OPTIC, 350mA. s 0_50K_T2M_MVOLT.i LED DSXW1 LED WITH (2) 10 LED LIGHT 1 DSXW1_LED_20C_70 (168) 3000K CCT, 80 CRI LEDS ENGINES, TYPE TFTM OPTIC, 700mA WITH HOUSE-SIDE SHIELDS. TOPTIER LED PARKING GARAGE LUMINAIRE WIDE DISTRIBUTION WITH CLEAR GLASS LENS One sided flood. Narrow beam distribution. 1 1 es 0_40K_TFTM_MVOLT _HS.ies TT-C3-LED-E1-WQ- CG-8030.ies Lumens Per Lamp Light Loss Factor Wattage BE_24582.IES Statistics Description Symbol Avg Max Min Max/Min Avg/Min COURTYARD PARKING fc 2.7 fc fc 9.0:1 :1 EAST PARKING fc 2.7 fc fc 6.8:1 3.5:1 PROPERTY fc 4.6 fc fc N/A N/A L pc mechanical electrical engineering consultants pc I CENSED STATE OF 1415 Goldsmith Plymouth, MI (f) M I CH I GAN JAMES F. BUSHA ENGINEER No PROFESS I ONA L ENG I NEER 3 D D D D D D D F F F F F F F F2 OR OSA OSB 8 BEGA Converted by LUMCat V / H.R. 0 Focal Point LLC FLC6D-RO-1000L-120-L11-T / LED 33W Two sided flood. Narrow beam 1 BE_24593.IES LC6-RO-1000L-35K40K-DN- CD-NP distribution. 14 white LEDs Formed steel housing, cast black 1 FLC6DRO1000L_35K_ aluminum heatsink, semi-s pecular aluminum reflector, diffuse optic film below clear glass enclo sure 40K_DNCD.IES Lightway MENW-914-LED LED FORMED WHTE ACRYLIC DIFFUSER, 1 CB3325-2N100.IES ENCLOSED IN FORMED FRAMEWORK, DIFFUSE WHITE PAINTEDINTERIOR BACK PANEL 41 Lightway MENW-920-LED LED FORMED WHTE ACRYLIC DIFFUSER, 1 CB3325-2N100.IES ENCLOSED IN FORMED FRAMEWORK, DIFFUSE WHITE PAINTEDINTERIOR BACK PANEL 02/03/17 Copyright 2016 seal This document and the subject matter contained therein is proprietary and is not to be used or reproduced without the written permission of mechanical electrical engineering consultants pc This drawing is diagrammatic and should be used to determine the design intent. The contractor shall field verify all work and shall notify the architect immediately of any discrepancies in the documents before proceeding. Failure to do so will result in the contractor taking full responsibility and liability for said discrepancies. project 4 F F F F F OSA OSA OSA OSB OSB OSB OSB OSB OSB SA S3B S4B S5B 5 selux Copyright SXKat V 2 Cree Inc ARE-EDG-3MP-R3-06-E-UL-BK- AV6-S1-0 -L700-R3W lm, 71 W Avanza 600 w/ 0 Tilt 1 AV6-S1-0-L700-R3W K 1 Cree Inc ARE-EDG-4MB-R3-06-E-UL-BK K 2 Cree Inc ARE-EDG-5M-R3-06-E-UL-BK K ies Partial BLS, 60 LEDs, 325mA, 4000K Sixty Cree XP-G2 LEDs Cree Edge Area, Type III Medium w/ 1 ARE-EDG-3MP-xx-06- E-UL-xx-525-xxxx- 40K_PL B.IES BLS, 60 LEDs, 325mA, 4000K Sixty Cree XP-G2 LEDs Cree Edge Area, Type IV Medium w/ 1 ARE-EDG-4MB-xx-06- E-UL-xx-525-xxxx- 40K_PL B.IES LEDs, 700mA, 4000K Sixty Cree XP-G2 LEDs Cree Edge Area, Type V Medium, 60 1 ARE-EDG-5M-xx-06-E- -UL-xx-700-xxxx- 40K_PL ies Town Court Orchard Lake Rd. West Bloomfield Township, MI. 10 OSB OSB client 12 OSB OSB OSB OSB OSB OSB OSB OSB OSB OSB OSB OSB OSB OSB OSB " x 1" ANCHOR BOLTS ADD LEVELING NUTS TO ANCHOR BOLTS TO BE GROUNDED AFTER STANDARD IS LEVEL CONNECT GROUND WIRE TO GRD. LUG ON POLE ANCHOR BOLTS PER MFGR. REQUIREMENTS 24" 14' POLE GASKETED MANHOLE WITH TAMPER PROOF SCREWS FURNISH & INSTALL 2-20A IN-LINE FUSES IN FUSE HOLDER 1" x 45 CHAMFER FINISHED GRADE BOND GROUND CABLE TO POLE BASE 1/2" CHAMFERED EDGE (4) ANCHOR BOLTS 2" 16' POLE ACCESS DOOR FOR WIRING AND ANCHOR BOLT INSPECTION STUB CONDUIT UP +2" ABOVE FOUNDATION FINISHED GRADE Beztak Companies and Grand Sakwa NORTHWESTERN HWY FARMINGTON HILLS, MI 30 OSB OSB OSB OSB EXOTHERMIC WELDED CONNECTION # 6 BARE GROUND WIRE STEEL CONDUIT "EL." 6'-0" MIN. 24" MIN. STEEL ELBOW RIGID STEEL TO P.V.C. ADAPTER sheet title 34 OSB A:\Beztak Companies\ Orchard Mews\SE.dwg, 1/18/ :50:20 PM 35 OSB OSB OSB OSB OSB OSB OSB OSB OSB OSB OSB OSB OSB S3B S3B S4B S5B S5B SA SA SA SA SA CONDUIT TO NEXT UNIT (WHEN REQ'D.) # 6 VERT. REINF. BARS (4 REQ'D.) # 4 12" O.C. 2'-0" DIAMETER ROUND FORMED CONCRETE BASE CONCRETE BASE DETAIL - FIXTURE TYPE SA' NO SCALE NOTE: RIGID PVC STEEL TO PLASTIC ADAPTER (TYP.) 3/4" x 10" LONG GROUND ROD OVERALL HEIGHT OF LIGHT FIXTURE SHALL NOT EXCEED 16 FEET ABOVE GRADE. #6 BARE COPPER GROUND CABLE 24" DIA. x 48" DEEP REINFORCED CONCRETE FOUNDATION PSI CONCRETE CONDUIT #6 VERT. REINF. BARS (4 REQ'D.) #4 TIES AT 12" O.C. EXOTHERMIC WELD CONCRETE BASE DETAIL - FIXTURE TYPE 'S3B, 'S4B, 'S5B' NO SCALE NOTE: OVERALL HEIGHT OF LIGHT FIXTURE SHALL NOT EXCEED 16 FEET ABOVE GRADE. 3/4" DIA. x 10'-0" LONG COPPERWELD GROUND ROD DRIVEN AT BASE OF CONCRETE FOUNDATION Site Lighting Schedules T.B. J.B. drawn by checked by issued for/date SPA 3/31/17 REVISION 1/12/18 meec job no sheet no. SE

25 pc FIXTURE TYPES 'AW', 'BW', 'CW' FIXTURE TYPE 'D1' mechanical electrical engineering consultants pc TA TE O F M I CH I GA N S 1415 Goldsmith Plymouth, MI (f) NE ER L I CEN JAMES F. BUSHA D PR Copyright OF E S S I O NA 02/03/17 EN GI SE ENGINEER No L seal 2016 This document and the subject matter contained therein is proprietary and is not to be used or reproduced without the written permission of mechanical electrical engineering consultants pc This drawing is diagrammatic and should be used to determine the design intent. The contractor shall field verify all work and shall notify the architect immediately of any discrepancies in the documents before proceeding. Failure to do so will result in the contractor taking full responsibility and liability for said discrepancies. FIXTURE TYPE 'F1' Town Court UNIT BALCONY LIGHTS Orchard Lake Rd. West Bloomfield Township, MI. project FIXTURE TYPE 'F2' FIXTURE TYPES 'OSA', 'OSB' NORTHWESTERN HWY FARMINGTON HILLS, MI Beztak Companies and Grand Sakwa client A:\Beztak Companies\ Orchard Mews\SE.dwg, 1/18/ :50:33 PM Site Lighting Cut Sheets sheet title T.B. drawn by J.B. checked by issued for/date SPA 3/31/17 REVISION 1/12/18 meec job no sheet no. SE

26 pc mechanical electrical engineering consultants pc TA TE O F M I CH I GA N S 1415 Goldsmith Plymouth, MI (f) L I CEN NE ER JAMES F. BUSHA FIXTURE TYPE 'SA' D PR Copyright OF E S S I O NA 02/03/17 EN GI SE ENGINEER No L seal 2016 This document and the subject matter contained therein is proprietary and is not to be used or reproduced without the written permission of mechanical electrical engineering consultants pc This drawing is diagrammatic and should be used to determine the design intent. The contractor shall field verify all work and shall notify the architect immediately of any discrepancies in the documents before proceeding. Failure to do so will result in the contractor taking full responsibility and liability for said discrepancies. Town Court Orchard Lake Rd. West Bloomfield Township, MI. project FIXTURES TYPE 'S3B', 'S4B', 'S5B' FIXTURE TYPE 'S3B' FIXTURE TYPE 'S4B' FIXTURE TYPE 'S5B' NORTHWESTERN HWY FARMINGTON HILLS, MI Beztak Companies and Grand Sakwa client A:\Beztak Companies\ Orchard Mews\SE.dwg, 1/18/ :49:48 PM Site Lighting Cut Sheets sheet title T.B. drawn by J.B. checked by issued for/date SPA 3/31/17 meec job no sheet no. SE

Series - 1

Series - 1 SECTION 08360 SECTIONAL OVERHEAD DOORS 521 SERIES ALUMINUM SECTIONAL OVERHEAD DOORS Display hidden notes to specifier by using Tools / Options / View / Hidden Text. On newer versions of Microsoft Word

More information

UNIFORM STANDARD DRAWINGS CLARK COUNTY AREA, NEVADA YEAR 2015 REVISIONS

UNIFORM STANDARD DRAWINGS CLARK COUNTY AREA, NEVADA YEAR 2015 REVISIONS , NEVADA YEAR 2015 REVISIONS SECTION TITLE AND REVISIONS SUMMARY EFFECTIVE DATE 217.S2 "Residential Curb and Gutter, R-Type" - New drawing to accommodate ADA requirements. 223 "Residential Driveway" -

More information

1420 Miner Street Des Plaines, IL P: desplaines.org COMMERCIAL STRUCTURES (INCLUDING ALTERATIONS AND ADDITIONS)

1420 Miner Street Des Plaines, IL P: desplaines.org COMMERCIAL STRUCTURES (INCLUDING ALTERATIONS AND ADDITIONS) 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5380 desplaines.org COMMERCIAL STRUCTURES (INCLUDING ALTERATIONS AND ADDITIONS) Five sets of stamped plans and specifications (six sets if food establishment),

More information

D-1 THE CITY OF HARRISBURG 1 1/2" MIN. ID-2 WEARING COARSE EXISTING STREET SURFACE AC-20 SEALER (ALL AROUND) 1 1/2" MIN. ID-2 BINDER COARSE

D-1 THE CITY OF HARRISBURG 1 1/2 MIN. ID-2 WEARING COARSE EXISTING STREET SURFACE AC-20 SEALER (ALL AROUND) 1 1/2 MIN. ID-2 BINDER COARSE EXISTING STREET SURFACE 1 1/2" MIN. ID-2 BINDER COARSE 1 1/2" MIN. ID-2 WEARING COARSE AC-20 SEALER (ALL AROUND) 8" CLASS A P.C. CONCRETE SAW CUT TOP OF CONCRETE SHALL MEET SURFACE OF EXISTING CONCRETE.

More information

Project: Type: Qty: Optics. Series. Reflector Mounting Lamping Finish Voltage Options BLC - S BLC-L 21 1 /4" 36 1 /4" 3 1 /2" O.D.

Project: Type: Qty: Optics. Series. Reflector Mounting Lamping Finish Voltage Options BLC - S BLC-L 21 1 /4 36 1 /4 3 1 /2 O.D. Project: Type: Qty: Series Optics Mounting Lamping Finish Voltage Options Pole Series Finish Pole Options Series Optics Mounting Lamping Finish Voltage Options BLC Beta Lantern L S Flat Glass Lens Sagged

More information

2. A preconstruction meeting with the TWA s staff is required prior to initiating construction.

2. A preconstruction meeting with the TWA s staff is required prior to initiating construction. General: 1. Construct utilities in accordance to TWA approved plans and shop drawings. Any deviation from the approved plans shall be approved by the DEVELOPER S ENGINEER and TWA 2. A preconstruction meeting

More information

HITT STREET UNIVERSITY PROJECT #: CP REFER TO CP PLANS FOR ELECTRICAL DUCTBANK IN HITT STREET INSTALL:

HITT STREET UNIVERSITY PROJECT #: CP REFER TO CP PLANS FOR ELECTRICAL DUCTBANK IN HITT STREET INSTALL: N 1133521.33 E 1689742.43 STA: 10+53.07 INSTALL: 2-10" 90 BENDS CONNECT TO MIDDLEBUSH HALL INTERIOR PLANT PLUMBING MIDDLEBUSH HALL HW1 HWS HWR 10+00 FREDRICK APARTMENTS FINE ARTS INSTALL 422 LF 10" HWS

More information

DESIGN STANDARDS. Division 02 Existing Conditions- Site Work. General

DESIGN STANDARDS. Division 02 Existing Conditions- Site Work. General DESIGN STANDARDS Division 02 Existing Conditions- Site Work General I. This Division includes: A. Demolition B. Clearing and Grubbing C. Excavation, Backfill and Compaction D. Pavement Base E. Paving and

More information

PRELIMINARY DEVELOPMENT PLAN INFORMATION

PRELIMINARY DEVELOPMENT PLAN INFORMATION PRELIMINARY DEVELOPMENT PLAN INFORMATION SITE AREA =.0 AC. (,8,8 S.F.) BUILDING FOOTPRINT =,8 S.F. PAVEMENT/PARKING AREA = 0,98 S.F. BUILDING COVERAGE OF SITE = % SITE IMPROVEMENT PLAN NOTES. ALL UTILITY

More information

NORTHWESTERN UNIVERSITY PROJECT NAME JOB #

NORTHWESTERN UNIVERSITY PROJECT NAME JOB # SECTION 26 0529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and

More information

CONSULTANT PROCEDURES & DESIGN GUIDELINES Electrical Manholes and Handholes UNIVERSITY OF MISSOURI

CONSULTANT PROCEDURES & DESIGN GUIDELINES Electrical Manholes and Handholes UNIVERSITY OF MISSOURI GENERAL: The scope of this document is to provide instruction for the installation of concrete electric manholes. DESIGN GUIDELINES: 1. Materials for Manhole 1.1. Cast-in-Place or Pre-Cast concrete may

More information

Height Finish Pole Options. Series Optics Mounting Lamping Finish Voltage. Metal Halide HPS. H w H070 70w H w H w

Height Finish Pole Options. Series Optics Mounting Lamping Finish Voltage. Metal Halide HPS. H w H070 70w H w H w Series Optics Mounting Lamping / Wattage Finish Voltage SAMG Saturn Magnum MR Type V MTR* 6 Refractor Refractor is an integral part of the fixture and is not an option. Project: Type: SAMG MR Series Optics

More information

MADISON WATER UTILITY MADISON, WISCONSIN UNIT WELL 26 GENERATOR ADDITION AND MCC UPGRADES

MADISON WATER UTILITY MADISON, WISCONSIN UNIT WELL 26 GENERATOR ADDITION AND MCC UPGRADES AND MCC UPGRADES VICINITY MAP CALL DIGGERS HOTLINE 1-800-242-8511 TOLL FREE LEGEND, ABBREVIATIONS, INDEX GENERAL NOTES AND BENCHMARKS G-1 HIGH POINT ROAD SITE PLAN C-1 PROPOSED SITE PLAN C-2 4" DIA. SCH

More information

MCCARTY ARCHITECTS, P.A. POST OFFICE BOX 440 / 533 WEST MAIN STREET TUPELO, MS / FOR ANSWERS TO QUESTIONS CONTACT: JUSTIN HARRINGTON

MCCARTY ARCHITECTS, P.A. POST OFFICE BOX 440 / 533 WEST MAIN STREET TUPELO, MS / FOR ANSWERS TO QUESTIONS CONTACT: JUSTIN HARRINGTON ADDENDUM NUMBER FROM: MCCARTY ARCHITECTS, P.A. POST OFFICE BOX 0 / 533 WEST MAIN STREET TUPELO, MS 3880 / 3880 FOR ANSWERS TO QUESTIONS CONTACT: JUSTIN HARRINGTON PHONE: -8-00 PROJECT: ACADEMIC STUDENT

More information

Commercial Tax Abatement

Commercial Tax Abatement A confirmation letter is issued by the City upon receipt of this application. This application is not effective and not considered filed until the confirmation letter has been issued. Filing does not assure

More information

The following materials and documents are required in order for you to obtain a Building Permit:

The following materials and documents are required in order for you to obtain a Building Permit: Imperial Municipal Services 263 Northland Drive Rockford, MI 49341 (616)863-9294 or 1-800-442-2794 Fax: (616)863-9298 E-mail: info@imsinspections.com Algoma Township 10531 Algoma Ave. NE Rockford, MI 49341-7108

More information

CITY OF CAMDENTON OFFICE OF THE BUILDING OFFICIAL Commercial Building & Architectural Review Permit Application

CITY OF CAMDENTON OFFICE OF THE BUILDING OFFICIAL Commercial Building & Architectural Review Permit Application CITY OF CAMDENTON OFFICE OF THE BUILDING OFFICIAL Commercial Building & Architectural Review Permit Application DATE: / / PERMIT # REQUEST FOR: NEW BUILDING ADDITION REMODEL PLUMBING ONLY ELECTRIC ONLY

More information

STREET LIGHTING. Springville City Power standard street lights will be installed in accordance with Springville City Power's Line Extension Policy.

STREET LIGHTING. Springville City Power standard street lights will be installed in accordance with Springville City Power's Line Extension Policy. General The following general requirements shall apply to street lights installed in new underground residential subdivisions or developments located within the service area of Springville City Power (within

More information

FENCES. This hand out is for REFERENCE ONLY. For more details see specific code sections.

FENCES. This hand out is for REFERENCE ONLY. For more details see specific code sections. Village of Vernon Hills Community Development Department 290 Evergreen Drive, Vernon Hills, IL 60061 Phone 847-367-3704 - Fax 847-367-2541 - http:// www.vernonhills.org FENCES This hand out is for REFERENCE

More information

SAVANNAH TRIMS st STREET N., SUITE 4 LAKE PARK, FLORIDA

SAVANNAH TRIMS st STREET N., SUITE 4 LAKE PARK, FLORIDA M.O. R.O. F.S. A.F.F. STL ALUM HORIZ VERT ELEV. N.T.S. G.. ARH. P.S.F. REQ'D TYP. ABBREVIATIONS MASONRY OPENING ROUGH OPENING FRAME SIZE DAYLIGHT OPENING ABOVE FINISHED FLOOR STEEL ALUMINUM HORIZONTAL

More information

SITE PLAN AND ARCHITECTURAL REVIEW APPLICATION

SITE PLAN AND ARCHITECTURAL REVIEW APPLICATION SITE PLAN AND ARCHITECTURAL REVIEW APPLICATION CITY OF GENEVA, NEW YORK The purpose of the site plan and architectural review process is to secure compliance with the City s Zoning Ordinance and to promote

More information

Garage Construction. Permit Guide. Development Center. General Information. Zoning Ordinance Requirements. Building Code Requirements

Garage Construction. Permit Guide. Development Center. General Information. Zoning Ordinance Requirements. Building Code Requirements General Information Site Card. Before starting construction, post the site card (issued by the City) in a front window visible from the street. Miss Dig. Before you dig, call Miss Dig at 800.482.7171 This

More information

RESIDENTIAL BUILDING PLAN REQUIREMENTS

RESIDENTIAL BUILDING PLAN REQUIREMENTS CITY OF MANSFIELD BUREAU OF BUILDING AND CODES 30 NORTH DIAMOND STREET 3RD FLOOR MANSFIELD, OHIO 44902 Phone (419) 755-9688 Fax (419) 755-9453 www.ci.mansfield.oh.us RESIDENTIAL BUILDING PLAN REQUIREMENTS

More information

HURON PUBLIC WORKS BUILDING HURON, SOUTH DAKOTA BID NO R

HURON PUBLIC WORKS BUILDING HURON, SOUTH DAKOTA BID NO R HURON PUBLIC WORKS BUILDING HURON, SOUTH DAKOTA BID NO. 2017-26R Stone Group Architects Project No. 1731 ADDENDUM DATE: September 14, 2017 BID DATE: September 18, 2017 2:00 P.M. C.S.T. SCOPE OF THIS ADDENDUM:

More information

ONE PIPE LENGTH MAX (REFER TO 1/4"/FT SLOPE (MIN) 5'-0" (MIN) OR 4" LATERAL NOTE #1) INCREASER RIGHT-OF-WAY/ 4"x6" REFER TO TYPICAL EXCAVATION,

ONE PIPE LENGTH MAX (REFER TO 1/4/FT SLOPE (MIN) 5'-0 (MIN) OR 4 LATERAL NOTE #1) INCREASER RIGHT-OF-WAY/ 4x6 REFER TO TYPICAL EXCAVATION, VENT CAP (MUSHROOM TYPE) SOLID CAP EXIST GRADE MIN BUILDING REFER TO NOTE #4 MIN CONCRETE SIDEWALK CURB OR EDGE OF SIDEWALK STREET CLEANOUT (REFER TO NOTE #3) VENT PIPE 4" PVC 6" PVC CLEANOUT CONCRETE

More information

PASSAIC COUNTY TECHNICAL INSTITUTE CCA 1422 NEW S.T.E.M. BUILDING 2017

PASSAIC COUNTY TECHNICAL INSTITUTE CCA 1422 NEW S.T.E.M. BUILDING 2017 SECTION 02630 - STORM DRAINAGE PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,

More information

Optics Mounting Lamping Finish Voltage Options. T6 Metal Halide* H039T6 1 39wT6 H070T6 2 70wT6. H w H070 70w H w

Optics Mounting Lamping Finish Voltage Options. T6 Metal Halide* H039T6 1 39wT6 H070T6 2 70wT6. H w H070 70w H w Quadro Project: Type: Qty: QD _ Series Optics Mounting Lamping Finish Voltage _ Option Pole Series Height Finish Options Series QD Quadro Optics Mounting Lamping Finish Voltage Options MA Type III MTR

More information

SECTION SECTIONAL OVERHEAD DOORS 522 SERIES ALUMINUM SECTIONAL OVERHEAD DOORS. Display hidden notes to specifier. (Don't know how?

SECTION SECTIONAL OVERHEAD DOORS 522 SERIES ALUMINUM SECTIONAL OVERHEAD DOORS. Display hidden notes to specifier. (Don't know how? SECTION 08360 SECTIONAL OVERHEAD DOORS 522 SERIES ALUMINUM SECTIONAL OVERHEAD DOORS Display hidden notes to specifier. (Don't know how? Click Here) PART 1 GENERAL 1.1 SECTION INCLUDES A. Glazed Aluminum

More information

Received by:* Date Received:* Zoning Approval:* Date:* PERMIT#:* *ZONING: *SETBACKS: FRONT ft/ SIDE ft/ REAR ft *FLOOD ZONE:

Received by:* Date Received:* Zoning Approval:* Date:* PERMIT#:* *ZONING: *SETBACKS: FRONT ft/ SIDE ft/ REAR ft *FLOOD ZONE: HENDRY COUNTY BUILDING, LICENSING & CODE ENFORCEMENT POST OFFICE BOX 2340 * 640 SOUTH MAIN STREET * LABELLE, FLORIDA 33975 * (863) 675-5245 * FAX: (863) 674-4194 1100 OLYMPIA ST CLEWISTON, FLORIDA 33440

More information

Underground Service Requirements and Instructions

Underground Service Requirements and Instructions This packet includes all FKEC underground service requirements, instructions, procedures and drawings. If you are considering underground power service please review this document in its entirety (3 page

More information

DIVISION 1100 TRAFFIC

DIVISION 1100 TRAFFIC SECTION 1102 STREET LIGHTING GENERAL INFORMATION The Idaho State Electrical Board has determined that all street lights are to be provided with an external fuse disconnect, in a junction box between the

More information

Plan Check No. Checked by: An Appointment Is Required for Verification

Plan Check No. Checked by: An Appointment Is Required for Verification SUPPLEMENTAL CORRECTION SHEET UNREINFORCED MASONRY (URM) RETROFIT ( 2002 LABC ) Plan Check No. Checked by: Permit Appl. # An Appointment Is Required for Verification Job Address: For appt. call: APPLICATION

More information

REQUEST FOR PROPOSAL Asphalt & Concrete Repair

REQUEST FOR PROPOSAL Asphalt & Concrete Repair REQUEST FOR PROPOSAL 2017 Asphalt & Concrete Repair English Landing Elementary School Union Chapel Elementary School Lakeview Middle School Park Hill High School Prairie Point Elementary School Congress

More information

This is only a general checklist; please refer to the CVWD Development Design Manual (DDM) for all requirements and regulations.

This is only a general checklist; please refer to the CVWD Development Design Manual (DDM) for all requirements and regulations. COACHELLA VALLEY WATER DISTRICT DOMESTIC WATER CHECKLIST Tract/Parcel No: Project Common Name: Developer: Engineer: Engineer Signature: Date: Phone: Phone: Print: This is only a general checklist; please

More information

ENGINEERING DESIGN & IMPROVEMENT STANDARDS

ENGINEERING DESIGN & IMPROVEMENT STANDARDS ENGINEERING DESIGN & IMPROVEMENT STANDARDS 2016 Prepared by: Engineering Division For latest edition of these Improvement Standards, refer to City of Visalia website at: www.visalia.city/engineeringdocuments

More information

PUBLIC WORKS SKAGIT COUNTY SAMISH ISLAND ROAD SAMISH ISLAND ROAD SLIDE REPAIR

PUBLIC WORKS SKAGIT COUNTY SAMISH ISLAND ROAD SAMISH ISLAND ROAD SLIDE REPAIR EASEMENT NOTES:. EASEMENT LIMIT SHOWN AS PROVIDED BY. TESC NOTES:. CONTRACTOR SHALL DEVELOP TEMPORARY EROSION AND SEDIMENT CONTROL PLAN AND PROVIDE ONSITE CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL)

More information

Building Permit Submittal Requirements

Building Permit Submittal Requirements CITY OF MONTE SERENO 18041 Saratoga-Los Gatos Road Monte Sereno, CA 95030 Phone (408) 354-7635 Fax (408) 395-7653 www.cityofmontesereno.org Building Permit Submittal Requirements NOTE: Submit three (3)

More information

INSTALLATION INSTRUCTIONS FOR ELECTRICAL CONTRACTORS

INSTALLATION INSTRUCTIONS FOR ELECTRICAL CONTRACTORS INSTALLATION INSTRUCTIONS FOR ELECTRICAL CONTRACTORS Rev. 1.5 1.10.13 Toll free (800) 288-6000 or www.hubbell-wiring.com P a g e 0 IMPORTANT SAFETY INSTRUCTIONS SAVE THESE INSTRUCTIONS WARNING- When using

More information

Current Standard Plates including Transmittal Letters are available on the web at:

Current Standard Plates including Transmittal Letters are available on the web at: MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (6-03) MANUAL: Standard

More information

SECTION GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

SECTION GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY PART 1 - GENERAL 1.1 DESCRIPTION SECTION 28 05 26 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY SPEC WRITER NOTE: Delete // // if not applicable to project. Also delete any other item or paragraph

More information

SPACE TYPE: OUTSIDE PARKING (STRUCTURE)

SPACE TYPE: OUTSIDE PARKING (STRUCTURE) SPACE TYPE: OUTSIDE PARKING (STRUCTURE) Construction Criteria The unit costs for Outside Parking (Structure) space types are based on the construction quality and design features in the following table.

More information

Contact Clark Public Utilities Construction Services department at (360) to initiate a request for service.

Contact Clark Public Utilities Construction Services department at (360) to initiate a request for service. CHAPTER3 Clark Public Utilities Commercial Electric Service Handbook Commercial Underground Services Preparing for the installation The following checklist will assist in preparing a project for the installation

More information

Index. Composition and Order of Plan Set. Utility Plan... 5

Index. Composition and Order of Plan Set. Utility Plan... 5 City of Des Plaines Public Works and Engineering Department Revised-October 5, 2012 Index Composition and Order of Plan Set Title Page Number Cover Sheet... 1 Requirements for Site Development... 2 Grading

More information

Aluminum Component Pipe Railings

Aluminum Component Pipe Railings 1 SECTION 05 7360 ALUMINUM COMPONENT PIPE RAILINGS PART 1 GENERAL 1.01 SECTION INCLUDES A. Aluminum component pipe handrails and railings. 1.02 RELATED REQUIREMENTS A. Section 02 9000: Landscaping: Installation

More information

UTILITY NOTES GENERAL CONSTRUCTION NOTES PAVING AND GRADING NOTES: TREE PROTECTION NOTES

UTILITY NOTES GENERAL CONSTRUCTION NOTES PAVING AND GRADING NOTES: TREE PROTECTION NOTES GENERAL CONSTRUCTION NOTES PAVING AND GRADING NOTES: UTILITY NOTES PROPOSED LEGEND 66.50 66.50 GROUND SPOT ELEVATION GROUND SPOT ELEVATION (MATCH EXISTING GRADE) MATCH EXISTING GRADE MITERED END SECTION

More information

Forney Fire Station No. 2

Forney Fire Station No. 2 Forney Fire Station No. DUNHILL F M 548 FAIRFIELD DIAMOND CREEK VISTA RIDGE HAVENROCK DON T-CATES GATEWWAY REEDER LOST MAPLES REEDER Legend For location reference purposes only City Limits 60'-0" R.O.W.

More information

Section 2: Underground

Section 2: Underground Section 2: Underground GENERAL INSTALLATION REQUIREMENTS FOR UNDERGROUND FACILITIES Underground electric service and meter location will be established by NHEC upon site visit. In some instances the type,

More information

NORTH HARRIS COUNTY REGIONAL WATER AUTHORITY PIPE HANGERS, Section PIPE HANGERS, SUPPORTS, AND RESTRAINTS

NORTH HARRIS COUNTY REGIONAL WATER AUTHORITY PIPE HANGERS, Section PIPE HANGERS, SUPPORTS, AND RESTRAINTS PART 1 GENERAL 1.01 SUMMARY Section 15140 PIPE HANGERS, This Section includes the furnishing and subsequent installation of: A. Pipe and equipment hangers, supports, and associated anchors B. Equipment

More information

Façade Improvement Specifications: 221 S. Lafayette, Greenville, MI. General Section:

Façade Improvement Specifications: 221 S. Lafayette, Greenville, MI. General Section: Façade Improvement Specifications:, Greenville, MI SEE ARCHITECTUAL RENDERINGS ATTACHED TO PROVIDE ADDITIONAL DETAIL: General Section: $ General Building Permit: Permit for working on project. Contact

More information

SECTION 1101 TRAFFIC SIGNALS AND APPURTENANCES END OF SECTION

SECTION 1101 TRAFFIC SIGNALS AND APPURTENANCES END OF SECTION SECTION 1101 SIGNALS AND APPURTENANCES PART 1 GENERAL 1.4 SUBMITTALS E. Submit warranty for all supplied material and workmanship for a period of two years from final acceptance. The warranty must state

More information

Plan Name Plan No. Submitting Firm Contact Engineer. Review Date ESI Team ENGINEERS AND SURVEYORS INSTITUTE PEER REVIEW CHECKLIST CITY OF ALEXANDRIA

Plan Name Plan No. Submitting Firm Contact Engineer. Review Date ESI Team ENGINEERS AND SURVEYORS INSTITUTE PEER REVIEW CHECKLIST CITY OF ALEXANDRIA EROSION AND SEDIMENT CONTROL CHECKLIST (E&S) VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (1 of 2) Item # Description OK NO N/A 1 Limits of clearing and grading match on all appropriate sheets 2 Construction

More information

CONSTRUCTION SURVEY. Construction survey includes personnel, equipment, and supplies required for, but not limited to, the following:

CONSTRUCTION SURVEY. Construction survey includes personnel, equipment, and supplies required for, but not limited to, the following: CONSTRUCTION SURVEY PART 1 - GENERAL 1.01 SECTION INCLUDES Construction survey includes personnel, equipment, and supplies required for, but not limited to, the following: A. Construction Survey: 1. Project

More information

SECTION HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT. A. ASME B31.1 (American Society of Mechanical Engineers) - Power Piping

SECTION HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT. A. ASME B31.1 (American Society of Mechanical Engineers) - Power Piping SECTION 22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT PART 1 - GENERAL 1.1 SUMMARY A. Section includes pipe and equipment supports, hangers, anchors, bases sleeves and the sealing of

More information

A101 S001 1 SUB-BASEMENT 3/16" = 1'-0" SHEET (906) PH (906) FX 2 S101 NEW CONCRETE WALLS TO FORM WAVE TANK 3' - 0" 5' - 5"

A101 S001 1 SUB-BASEMENT 3/16 = 1'-0 SHEET (906) PH (906) FX 2 S101 NEW CONCRETE WALLS TO FORM WAVE TANK 3' - 0 5' - 5 5' - 5" 3' - 0" 2 S0 NEW CONCRETE WALLS TO FORM WAVE TANK 7 SHEET NOTES (906) 487-2303 PH (906) 487-329 FX 9/22/207 :34:03 AM FILE: \\nas2.dcs.it.mtu.edu\sas_homes\desktop\meem wave tank.rvt 7 2' - 4"

More information

SECTION GROUNDING AND BONDING

SECTION GROUNDING AND BONDING SECTION 16060 PART 1 GENERAL 1.01 DESCRIPTION A. Section includes requirements for an electrical grounding system, including electrodes, grounding rods, connectors, insulators, equipment grounding and

More information

Table of Contents. Division 2 Site Work Site Preparation Site Demolition Tree Protection Excavation, Trenching, and Backfilling for Utilities

Table of Contents. Division 2 Site Work Site Preparation Site Demolition Tree Protection Excavation, Trenching, and Backfilling for Utilities Division 1 Requirements Design and Construction Quality Campus Master Plans Texas Tech University System Operating and Building Maintenance Project Administration Historically Underutilized Business (HUB)

More information

RESIDENTIAL CONSTRUCTION New Dwellings and Additions

RESIDENTIAL CONSTRUCTION New Dwellings and Additions How to Obtain a Building Permit For RESIDENTIAL CONSTRUCTION New Dwellings and Additions MIAMI COUNTY, KANSAS CODE SERVICES DEPARTMENT 201 South Pearl Street, Suite 201 Paola, Kansas 66071-1777 Phone:

More information

Administrative Changes

Administrative Changes Revised 11/29/06 Knox County Residential Building Codes Significant Changes From The 1995 CABO One And Two Family Dwelling Code To The 2006 International Residential Code All one and two family dwellings

More information

Quick Facts LED AREA FIXTURES. Modern bollard produces 360 spread without glare. Aluminum construction. RGBW capable with ZDClink systems.

Quick Facts LED AREA FIXTURES. Modern bollard produces 360 spread without glare. Aluminum construction. RGBW capable with ZDClink systems. TYPE CATALOG # PROJECT NOTES LED AREA FIXTURES 2.5" 6.4 cm apillar Modern bollard produces 36 spread without glare. Aluminum construction. RGBW capable with ZDClink systems. Quick Facts n Die-cast aluminum

More information

SECTION CRL50 AND CRL51 HEAVY GLASS TOP HUNG SLIDING DOOR SYSTEMS

SECTION CRL50 AND CRL51 HEAVY GLASS TOP HUNG SLIDING DOOR SYSTEMS SECTION 08 32 20 CRL50 AND CRL51 HEAVY GLASS TOP HUNG SLIDING DOOR SYSTEMS Page 1 of 6 USE THIS SECTION WHEN SPECIFYING OVERHEAD SUPPORTED GLASS PANEL PARTITIONS. SECTION INCLUDES OVERHEAD TRACK ASSEMBLY,

More information

Required Information for Permit Issuance

Required Information for Permit Issuance Required Information for Permit Issuance 1. Parcel #: It is very important that we have this information. It can be accessed in different ways. It may already be on your septic application, you can get

More information

DESIGN GUIDELINES WIRING AND CONDUITS PAGE 1 of 7

DESIGN GUIDELINES WIRING AND CONDUITS PAGE 1 of 7 DESIGN GUIDELINES WIRING AND CONDUITS PAGE 1 of 7 1.1. REFERENCE STANDARDS 1.1.1. Publications listed below (including amendments, addenda, revisions, supplements and errata) form a part of this specification

More information

BYRON TOWNSHIP BUILDING PERMIT APPLICATION 8085 Byron Center Ave SW., Byron Center, MI /Fax

BYRON TOWNSHIP BUILDING PERMIT APPLICATION 8085 Byron Center Ave SW., Byron Center, MI /Fax BYRON TOWNSHIP BUILDING PERMIT APPLICATION 8085 Byron Center Ave SW., Byron Center, MI 49315 616-878-9155/Fax 616-878-0699 Applicant to complete all items in Section I, II, III, IV, V Note: Separate applications

More information

FEATURES & SPECIFICATIONS USA

FEATURES & SPECIFICATIONS USA DesignLights Consortium Qualified. Please go to www.designlights.org for the current Qualified Products List. Further details about qualified models may be found under Family Models. Catalog Number Project

More information

PROPOSED NORTH ELEVATION 3/32"=1'-0" 1/A3 207 GREENE STREET APARTMENTS CHAPEL HILL, NORTH CAROLINA A3 Elevations

PROPOSED NORTH ELEVATION 3/32=1'-0 1/A3 207 GREENE STREET APARTMENTS CHAPEL HILL, NORTH CAROLINA A3 Elevations FF 372' - UNIT 4 FF 376' - UNIT 2 JIM SPENCER ARCHITECTS, PA 103 LLOYD STREET SECOND LEVEL CARRBORO, NC 27510 919.960.6680 o 919.960.6682 f jspencerjsa@gmail.com FF 368' - UNIT 6 F.F. 366' - UNIT 1 FF.

More information

ACCESSORY STRUCTURE Building permit information For 1 & 2-family dwellings

ACCESSORY STRUCTURE Building permit information For 1 & 2-family dwellings ACCESSORY STRUCTURE Building permit information For 1 & 2-family dwellings Building Safety Department 400-2 nd Street South St. Cloud, MN 56301 (320) 255-7239 A building permit is required for any accessory

More information

PLANS. All plans shall be submitted on 24 x 36 sheets

PLANS. All plans shall be submitted on 24 x 36 sheets PLANS All plans shall be submitted on 24 x 36 sheets PLANS FOR CONSTRUCTION - (STICKY BACKS NOT ACCEPTABLE) Cover Sheet The first sheet of the plan and profile will not be accepted as a cover sheet. The

More information

ITEM L-119 AIRPORT OBSTRUCTION LIGHTS DESCRIPTION

ITEM L-119 AIRPORT OBSTRUCTION LIGHTS DESCRIPTION SECTION 74 AIRPORT OBSTRUCTION LIGHTS (FAA L-119) 74-1 GENERAL The Contractor shall perform all work required by the plans and specifications for construction of obstruction lights in accordance with the

More information

Vertical Offset Conveyors

Vertical Offset Conveyors VO-Series VO-SeriesBrochure_modified:VO-SeriesBrochure_modified.qxd 2/5/2009 11:20 AM Page 21 VO-Series Vertical Offset Conveyors your Material Handling Specialist VO-SeriesBrochure_modified:VO-SeriesBrochure_modified.qxd

More information

SECTION RADIATION SHIELDING ENCLOSURE Low Intensity Radiation Protection

SECTION RADIATION SHIELDING ENCLOSURE Low Intensity Radiation Protection SECTION 13090 RADIATION SHIELDING ENCLOSURE Low Intensity Radiation Protection Prepared by: 90 Dayton Avenue, Unit 4B, Suite 13 Passaic, NJ 07055 (973) 574-9077 13090-1 LOW INTENSITY RADIATION PROTECTION

More information

ADDENDUM NO. 1. Mallory Valley Utility District Technical Specifications & Design Criteria for Water Supply & Distribution Facilities

ADDENDUM NO. 1. Mallory Valley Utility District Technical Specifications & Design Criteria for Water Supply & Distribution Facilities ADDENDUM NO. TO Mallory Valley Utility District Technical Specifications & Design Criteria for Water Supply & Distribution Facilities Date of Addendum: December, 00 Hethcoat & Davis, Inc. 78 Franklin Road,

More information

GWINNETT COUNTY STORM SEWER PIPE STANDARDS

GWINNETT COUNTY STORM SEWER PIPE STANDARDS 1.0 Standard Specifications GWINNETT COUNTY STORM SEWER PIPE STANDARDS 1.1 Unless otherwise specifically set forth herein or in the Gwinnett County Standard Drawings, all of the materials, methods of the

More information

Marbella Isles Homeowners Association, Inc.

Marbella Isles Homeowners Association, Inc. REQUEST FOR ARCHITECTURAL REVIEW Please Note: There is a $25.00 non-refundable processing fee for all requests. The application will not be processed if it is not included with application. Make check

More information

BULLARD STREET HEYWOOD AVENUE 40' PUBLIC R/W 40' PUBLIC R/W MARKED CROSSWALK FUTURE B.O.C. LANDSCAPE SCREENING (USDG U-03 RESIDENTIAL WIDE)

BULLARD STREET HEYWOOD AVENUE 40' PUBLIC R/W 40' PUBLIC R/W MARKED CROSSWALK FUTURE B.O.C. LANDSCAPE SCREENING (USDG U-03 RESIDENTIAL WIDE) DEVELOPMENT STANDARDS A. General Provisions 1. These Development Standards form a part of the Rezoning Plan associated with the Rezoning Petition filed by CapRock, LLC ( Petitioner ) to accommodate the

More information

HATFIELD TOWNSHIP DECK/PATIO PERMIT PROCEDURES

HATFIELD TOWNSHIP DECK/PATIO PERMIT PROCEDURES HATFIELD TOWNSHIP DECK/PATIO PERMIT PROCEDURES A deck/patio permit is required for all construction including decks, renovation of existing decks/patio, paver patios, and retaining walls (over 30 inches).

More information

Wayne State University Matthaei Pavilions

Wayne State University Matthaei Pavilions 8-4 -5-7 ARCHITECT SILVERI ARCHITECTS FERNDALE, MICHIGAN LOCATION INDEX //7 /5/7 SUMMARY OF WORK PRICE PROCEDURES A. SURVEY A. TITLE SHEET - INDEX, KEY PLAN A. ENLARGED PLANS A. GRADING PLANS PAVILIONS

More information

One and Two Family Additions

One and Two Family Additions One and Two Family Additions An addition to a house, duplex, garage, or an accessory structure requires a building permit prior to performing any construction. Building Department & Permit Office Mon-Fri

More information

PRELIMINARY DRAINAGE REPORT NEWCASTLE FIRE STATION OLD STATE HIGHWAY

PRELIMINARY DRAINAGE REPORT NEWCASTLE FIRE STATION OLD STATE HIGHWAY PRELIMINARY DRAINAGE REPORT FOR THE NEWCASTLE FIRE STATION OLD STATE HIGHWAY PREPARED FOR THE NEWCASTLE FIRE PROTECTION DISTRICT JULY 2014 BY ROSEVILLE DESIGN GROUP, INC. ROSEVILLE DESIGN GROUP, Inc Established

More information

Truss Pendant PENDANT

Truss Pendant PENDANT Overview Realistic steel truss in aluminum Direct, Indirect or Direct/Indirect light distribution Two piece extruded aluminum housing with integral driver Continuous row mounting, standard Can also be

More information

SECTION METAL FABRICATIONS

SECTION METAL FABRICATIONS SECTION 05500 METAL FABRICATIONS PART 1 GENERAL 1.01 SUMMARY A. Related Sections: 1. 03300 - Cast-In-Place Concrete. 2. 03420 - Precast, Prestress Concrete Sections. 3. 04420 - Concrete Unit Masonry. 4.

More information

Canal Winchester. Town Hall 10 North High Street Canal Winchester, OH Meeting Minutes. Monday, November 13, :00 PM

Canal Winchester. Town Hall 10 North High Street Canal Winchester, OH Meeting Minutes. Monday, November 13, :00 PM Canal Winchester Town Hall 10 North High Street Canal Winchester, OH 43110 Meeting Minutes Monday, November 13, 2017 7:00 PM Planning and Zoning Commission Bill Christensen Chairman Michael Vasko Vice

More information

Code Compliance Research Report CCRR-0194

Code Compliance Research Report CCRR-0194 Code Compliance Research Report CCRR-0194 Issued: 09-16-2013 Renewal Due: 09-16-2018 Revised: 10-12-2017 DIVISION: 06 00 00 WOOD, PLASTICS AND COMPOSITES Section: 06 05 23 Wood, Plastic, and Composite

More information

APPENDIX H. Capital Improvement Program Detail Project Costs NORTH PERRY AIRPORT MASTER PLAN UPDATE APPENDICES

APPENDIX H. Capital Improvement Program Detail Project Costs NORTH PERRY AIRPORT MASTER PLAN UPDATE APPENDICES MASTER PLAN UPDATE APPENDICES APPENDIX H Capital Improvement Program Detail Project Costs Montgomery Consulting Group August 11, 2009 Appendix H CAPITAL IMPROVEMENT PROGRAM Short Term (0-5 years) SUB-

More information

SECTION LAGUNA SERIES TOP HUNG SLIDING DOOR SYSTEM

SECTION LAGUNA SERIES TOP HUNG SLIDING DOOR SYSTEM Page 1 of 6 SECTION 08 32 20 LAGUNA SERIES TOP HUNG SLIDING DOOR SYSTEM USE THIS SECTION WHEN SPECIFYING OVERHEAD SUPPORTED GLASS SLIDING DOORS. SECTION INCLUDES OVERHEAD SLIDING TUBE ASSEMBLY, MOUNTING

More information

ID-Series Incline/Decline Conveyors

ID-Series Incline/Decline Conveyors ID-Series Incline/Decline Conveyors your Material Handling Specialist ID-SeriesBrochure_modified:ID Series Brochure.qxd 2/5/2009 11:27 AM Page 2 S pa n T ec h Yo u r Ma t e ri a l H a nd li n g S pe c

More information

PLANNING GUIDE FOR SINGLE CUSTOMER SUBSTATIONS SERVED FROM TRANSMISSION LINES

PLANNING GUIDE FOR SINGLE CUSTOMER SUBSTATIONS SERVED FROM TRANSMISSION LINES Prepared by: NIB/EOB PLANNING GUIDE FOR SINGLE CUSTOMER SUBSTATIONS SERVED FROM TRANSMISSION LINES 05503 Department: Electric T&D Section: T&D Engineering and Technical Support Approved by: G.O. Duru (GOD)

More information

Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel ASTM A36, Fy = 36 ksi

Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel ASTM A36, Fy = 36 ksi STRUCTURAL NOTES MATERIAL STRENGTHS Structural Steel Reinforcing Steel Concrete Masonry Structural Lumber Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel

More information

SECTION HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

SECTION HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS SECTION 26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS PART 1 GENERAL 1.1 DESCRIPTION A. Scope: 1. CONTRACTOR shall provide all labor, materials, equipment, and incidentals as shown, specified, and

More information

Cover and above: LED Solution replacing an existing HPS product by another manufacturer

Cover and above: LED Solution replacing an existing HPS product by another manufacturer Cover and above: LED Solution replacing an existing HPS product by another manufacturer Amerlux Exterior delivers exceptional value in our decorative, outdoor, commercial grade luminaires and poles. Providing

More information

RECOMMENDATION: Staff recommends approval and provides the following motion for the commission s consideration:

RECOMMENDATION: Staff recommends approval and provides the following motion for the commission s consideration: PZ Case No. 17-09 Planning & Zoning Commission COMMUNITY DEVELOPMENT DEPARTMENT March 13, 2017 Subject: Consider making a recommendation on PZ Case No. 17-09; the site plans for Amega Garage Doors at 4901

More information

BUREAU Joe Iuviene, AIA January 20, 2017

BUREAU Joe Iuviene, AIA January 20, 2017 architectural BUREAU Joe Iuviene, AIA January 20, 2017 Alterations & Additions NEW TOWN HALL for TOWN OF AUSTERLITZ 816 State Route 203, Spencertown, New York 12165 ADDENDUM NO. 1 This addendum amends

More information

R Code and Commentary for 2012 NC Residential Code final 03/06/13

R Code and Commentary for 2012 NC Residential Code final 03/06/13 R602.10 Code and Commentary for 2012 NC Residential Code final 03/06/13 Commentary italicized and printed in red 1. Section R602.10 -- provides charging language for two simplified bracing approaches (isolated

More information

SECTION OUTLET, PULL, AND JUNCTION BOXES

SECTION OUTLET, PULL, AND JUNCTION BOXES SECTION 16131 OUTLET, PULL, AND JUNCTION BOXES PART 1 GENERAL 1.01 SUMMARY A. Related Sections: 1. 09900 - Painting. 2. 16112 - Raceways and Conduits. 1.02 SYSTEM DESCRIPTION A. Performance Requirements:

More information

Diffused Aeration Piping Equipment

Diffused Aeration Piping Equipment 1.0 General 1.1. The specifications in this section include all components of the Diffused Aeration System with the exception of the individual diffuser units. Refer to additional specification sections

More information

EAGLE BLUFF HOMEOWNERS ASSOCIATION P.O. Box Chattanooga, TN

EAGLE BLUFF HOMEOWNERS ASSOCIATION P.O. Box Chattanooga, TN EAGLE BLUFF HOMEOWNERS ASSOCIATION P.O. Box 16187 Chattanooga, TN 37416-0187 Eagle Bluff Architectural Review Committee Duties: The EB ARC is charged with insuring that all new building in this community

More information

Architectural Guidelines

Architectural Guidelines Architectural Guidelines 1 Table of Contents General Information Page 3 Building Architectural Design Requirements Page 3 Landscape Architectural Design Requirements Page 4 Submission Requirements Page

More information

Fence and Wall Requirements

Fence and Wall Requirements Fence and Wall Requirements Definitions Decorative wall - A wall constructed of stone or other material erected for the sole purpose of providing a decorative and/or landscaped feature, and not to include

More information

PASSAIC COUNTY TECHNICAL INSTITUTE CCA 1422 NEW S.T.E.M. BUILDING 2017

PASSAIC COUNTY TECHNICAL INSTITUTE CCA 1422 NEW S.T.E.M. BUILDING 2017 SECTION 10505 - METAL STUDENT LOCKERS PART 1 - GENERAL 1.01 SCOPE OF WORK A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification

More information

Specification Lightning Protection Systems

Specification Lightning Protection Systems Specification Lightning Protection Systems General: Summary A) This Section specifies the lightning protection system for the building(s) or structure(s). This system provides safety for the building and

More information

Supplemental Concrete Tilt Up Retrofit Plan Check Correction Sheet (2014 LABC)

Supplemental Concrete Tilt Up Retrofit Plan Check Correction Sheet (2014 LABC) Supplemental Concrete Tilt Up Retrofit Plan Check Correction Sheet (2014 LABC) Plan Check Submittal Date: Plan Check / PCIS App #: Job Address: Applicant: P.C. Engineer: (Print first / last name) Phone:

More information