M3_Development Plans Civil Plans

GENERAL NOTES N.J. PROFESSIONAL ENGINEER MICHAEL J. BLAKE LIC. NO. 24GE05521600 C.O.A. NO. 24GA28066400 A REV DATE DESCRIPTION ISSUED FOR REVIEW KANSAS CITY, MO 64114 9400 WARD PARKWAY ENGINEERING COMPANY, INC. BURNS & McDONNELL 0REVISION NUMBER . CHANGES AS INDICATED BY THE FOLLOWING SEAL ASSUMES RESPONSIBILITY FOR THE THE REGISTRANT OF THE NEWLY APPLIED 10-11-23 / / / / / / / / / / / / REVISION DATE DESCRIPTION APDCKD EXDNO DWN WEST ORANGE SWITCHING STATION CIVIL DETAILS 792797 L. POTGIETER S. MACALUSO -- --9DWESTORNGLC 03/20/23 230/26/4KV OUTDOOR SUBSTATION CIVIL NONE 1 B C D E F G B C D E F G A 2 3 4 5 6 7 8 A 2 3 4 5 6 7 8 9 9 H 1 11 H 11 10 10 CHECKED SCALE DATE EXAMINED APPROVED DRAWN PUBLIC SERVICE ELECTRIC AND GAS COMPANY ELECTRIC DELIVERY COMPANY-ASSET RELIABILITY, NEWARK N.J. A WBS/SO 0Per B 11-06-23 ISSUED FOR REVIEW THIS DRAWING IS SHEET NO 2 OF 3 SHEETS. THIS DRAWING SUPERSEDES: NONE DRAWING NO: THIS DRAWING FOR LIST OF REFERENCE DRAWINGS SEE DO NOT SCALE - USE DIMENSIONS ONLY. USE PRINTS OF LATEST REVISION ONLY. SH 2DETAILS NOT TO SCALE 6'-0" APPROVED EQUAL OR 80 DEPENDING ON HEIGHT (ASTM-F283) 2. DRIVE ANCHOR SYSTEM BY ANCHOR FENCE OR APPROVED EQUAL TERMINAL POST #14 STEEL DRIVE SET SCREWS TOP TENSION LINE 1-1/4" #9 GA MESH SHOE CLAMP (TYP.) TENSION BAR 1. ALL POSTS & PIPES TO BE SCHEDULE 40 SECTION 2 1/2" O.D. HOT DIPPED GALV. ST. LINE POST 3" O.D. HOT DIPPED GALV. ST. BOULEVARD - 3/16" PRESSED ST. FASTENED WITH 3/8"x3" BOLT CORNER POST WITH CORNER BOULEVARD 3/16" PRESSED ST. FASTENED WITH 3/8" x 3" BOLT 1"x 1/8" WITH 3/8" 1/4" x 1" CARRIAGE BOLT TENSION BAND 3" O.D. PIPE BOTTOM TENSION LINE ELEVATION NOMINAL POST SPACING ANCHOR BLADE (TYP.) 10'-0" 1-1/4" #9 GA MESH POST CAP TENSION BAR NOTES: PLAN TEMPORARY CONSTRUCTION CHAIN LINK FENCE WITH ALUMINIZED OR GALVANIZED STEEL FABRIC CAP LINE POST 2 1/2" O.D. POST VARIABLE WIDTH LEVEL LINEEXISTING CURB PER FOOT SLOPE ¼" 4500 PSI @ 28 DAYS CLASS "B" CONRETE 4 " NOT TO SCALE TYP. CROSS SECTION SIDEWALKS JOINT FILLER PER A.A.S.H.T.O. SPEC M-213. SHALL BE PRE-FORMED, BITUMINOUS IMPREGNATED FIBERD. RECESSED 1/4 INCH FROM TOP FACE.C. EXCEED TWENTY (20) FEET.EVERY FOUR (4) FLAGS OR SIXTEEN (16) FEET, NOT TO B. AT START/END OF EXISTING SECTIONS A. EXPANSION JOINTS:SIDEWALKS: FALSE JOINT EVERY FOUR (4) FEET. STANDARD FINISHED TOP, OR AS SPECIFIED BY THE TOWNSHIP ENGINEER. THE SIDEWALK AND RAMP SECTIONS

TO B. AT START/END OF EXISTING SECTIONS A. EXPANSION JOINTS:SIDEWALKS: FALSE JOINT EVERY FOUR (4) FEET. STANDARD FINISHED TOP, OR AS SPECIFIED BY THE TOWNSHIP ENGINEER. THE SIDEWALK AND RAMP SECTIONS SHALL BE BROOM FINISHED AND EDGED AT THE TOP CORNERS TO CREATE THE ACCESSIBLE PATH 4'-0" MIN VARIES SUBGRADE APPROVED COMPACTED INSTALLATION OF PERIMETER WALL COORDINATED WITH TOWNSHIP ENGINEER AT AND FACE OF PERIMETER WALL TO BE 6" TRANSITION BETWEEN EDGE OF SIDEWALK PERIMETER WALL FACE OF PROPOSED CROSS SLOPE 3:1 3:1 ENTRAINMENT. CONCRETE SHALL BE CLASS B WITH 28-DAY COMPRESSIVE STRENGTH OF 4,500 PSI AND 5.5% (+/- 1.5%) AIR 4. SIDEWALK WIDTH SHALL BE 4'-0" MINIMUM UNLESS OTHERWISE NOTED ON THE APPROVED PLANS. 3. REPLACE WITH SELECT FILL AT NO EXTRA COST TO THE COUNTY. IF SUBGRADE MATERIAL IS UNSUITABLE, CONTRACTOR TO REMOVE PER COUNTY ENGINEER'S DISCRETION AND 2. SPECIFICATIONS. TURF RESTORATION TO CONSIST OF A MINIMUM OF 4" OF SELECT TOPSOIL, FERTILIZER AND SEED AS PER 1. NOTES: R.O.W. OR CONCRETE CURB AND GUTTER STANDARD CONCRETE CURB TURF RESTORATION 6% AIR ENTRAINED CLASS 'B' 4,500 PSI, 4" THICK, BROOM FINISH COMPACTED SUBGRADE (SEE NOTE #2) 4' MIN. VARIES VARIES NOT TO SCALE STANDARD CONCRETE SIDEWALK NOTES: VARIES (NOTE 2) BEHIND BLOCKS. STONE TO EXTEND AT LEAST 12" (305 MM) FILL VERTICAL CORE SLOT (PC BLOCKS) FILL BETWEEN ADJACENT BLOCKS (ALL BLOCKS) INFILL STONE (NO. 57 OR EQUIVALENT) REDI-ROCK ENGINEER) DRAIN (AS SPECIFIED BY SOLID BOTTOM BLOCK ROCK ENGINEER) LEVELING PAD (AS SPECIFIED BY REDI- SPECIFICATIONS. LIFTS AND COMPACT PER PROJECT BACKFILL PER DESIGN REQUIREMENTS. INSTALL IN (5° WALL BATTER ANGLE) " 85 SETBACK = 1 0'-6" MINIMUM 0'-6" NON-WOVEN GEOTEXTILE TO ENGAGE SHEAR KNOBS (TYPICAL) MOVE BLOCKS FORWARD DURING INSTALLATION TOP BLOCK WATER AWAY FROM WALL GRADE TO DRAIN SURFACE NOT TO SCALE TYP. GRAVITY WALL DETAIL C 2-29-24 ISSUED FOR REVIEW FOOTING (4500 PSI MIN.) PLAIN CONCRETE DETAIL 1 OR (VIII) TAPE ASTM D4956 TYPE (VII) SILVER ( WHITE) RETROFLECTIVE 3" COMPLETE WRAP AROUND CONCRETE FILLED (SCH 40. GAL.). 6" DIA. PIPE SLOPE TO DRAIN OVER 4'-6" BOLLARD 6'-0" TALL YELLOW SLEEVE CONTRACTOR TO PLACE A TYPICAL BOLLARD DETAIL NOT TO SCALE SLEEVE OVER TOP WITH THE 6' PLASTIC BOLLARD TO BE 4.5' STONE ¾" CLEAN CRUSHED 1" 1" 1¾" 2" FOR GROUNDING HOLES � (2)-�" PL ⅜"x2"x3¾" DETAIL 1 NOT TO SCALE (GROUNDING

YPICAL BOLLARD DETAIL NOT TO SCALE SLEEVE OVER TOP WITH THE 6' PLASTIC BOLLARD TO BE 4.5' STONE ¾" CLEAN CRUSHED 1" 1" 1¾" 2" FOR GROUNDING HOLES � (2)-�" PL ⅜"x2"x3¾" DETAIL 1 NOT TO SCALE (GROUNDING PLATE) TYP � 1'-6" DIA. 2'-0" 3" 1'-6" 4'-6" 3'-6" 6" 2" 4" D 5-8-24 ISSUED FOR PERMITTING NOT TO SCALE AMERISTAR FENCE DETAILS WALLS FOOTINGS. CONTRACTOR MUST COORDINATE LOCATION OF ALL UTILITIES WITHIN CLOSE PROXIMITY TO 4. FOOTINGS TO BE PROVIDED WITH SHOP DRAWINGS.DETAILED SIGNED AND SEALED SHOP DRAWINGS INCLUDING CALCULATIONS FOR WALL AND 3. TO BE EARTH TONE FINISH, EXACT COLOR TO BE DETERMINED. BASIS OF DESIGN: PRECAST CONCRETE UTILITY WALL WITH STUCCO AND ASHLAR STONE VENEER 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 1. PROCEDURE FOR ALL UNDERGROUND WORK. PRESENT. CONTRACTOR TO FOLLOW PSE&G'S EXCAVATION DRAWINGS. ADDITIONAL UNKNOWN UTILITIES MAY ALSO BE ONLY BE SHOWN ON OTHER DISCIPLINE OR DIVISION UTILITIES THAT EXIST WITHIN THE WORK AREA AND MAY WARNING: STATION CONTAINS KNOWN UNDERGROUND REFERENCE DRAWINGS: DWG.# TR-03 TREE REMOVAL NOTES & DETAILS 13. DWG.# TR-02TREE REMOVAL NOTES & DETAILS 12. DWG.# TR-01TREE REMOVAL PLAN 11. DWG.# 792798-A CIVIL DETAILS SH3 10. DWG.# 792796-A CIVIL DETAILS SH1 9. DWG.# 792795-A NOTES & DETAILS SH2 SOIL EROSION & SEDIMENT CONTROL 8. DWG.# 792794-A NOTES & DETAILS SH1 SOIL EROSION & SEDIMENT CONTROL 7. DWG.# 792793-A SOIL EROSION & SEDIMENT CONTROL PLAN 6. DWG.# 792792-AFENCE & GATE PLAN 5. DWG.# 792791-A STORM SEWER PROFILES 4. DWG.# 792790-A GRADING & DRAINAGE 3. DWG.# 792789-A CIVIL SITE PLAN 2. DWG.# 792788-A REMOVAL PLAN 1. conditions of the proposed site. the design engineer of record. Final project designs, including all construction details, shall be prepared by a licensed professional engineer using the actual This drawing is for reference only. Determination of the suitability and/or manner of use of any details contained in this document is the sole responsibility of www.redi-rock.com(866) 222-8400 ext 3010 ● engineering@redi-rock.com 05481 US 31 SOUTH, CHARLEVOIX, MI 49720 GRAVITY WALL DETAIL UPON FIELD SPECIFIC CONDITIONS. REDI-ROCK. THE DETAIL ABOVE IS GENERIC AND SHOULD BE ADJUSTED AS NEEDED DEPENDING CONTRACTOR SHALL COORDINATE QUANTITIES, INSTALLATION, MATERIALS, AND DRAWINGS WITH 4. NON-WOVEN GEOTEXTILE FABRIC SHALL BE MIRAFI 140N OR ENGINEER-APPROVED

C AND SHOULD BE ADJUSTED AS NEEDED DEPENDING CONTRACTOR SHALL COORDINATE QUANTITIES, INSTALLATION, MATERIALS, AND DRAWINGS WITH 4. NON-WOVEN GEOTEXTILE FABRIC SHALL BE MIRAFI 140N OR ENGINEER-APPROVED EQUAL. 3. POINTS FOR TOP OF WALL AND BOTTOM OF WALL ELEVATIONS. FOR EXPOSED WALL HEIGHTS AND BURY DEPTHS, SEE DRAWING 776452-A GRADING CONTROL 2. MOVE BLOCKS FORWARD DURING INSTALLATION TO ENGAGE SHEAR KNOBS. 1. Notes: FILE: TITLE: 1 TYPICAL GRAVITY WALL DETAIL.DWG Gravity Wall Section