240917_40 ERW Full Civil Set

Engineering & Design Architecture, LandscapeArchitecture, Surveying, CT P.C.Engineering& Design, Engineering & Design Architecture, LandscapeArchitecture, Surveying, CT P.C.Engineering& Design, UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION. REV DATE DRAWN BY DESCRIPTION SHEET NUMBER: SCALE: PROJECT NUMBER: DRAWN BY:DATE: DRAWING NAME: CHECKED BY: SHEET TITLE: PROTECT YOURSELF Copyright © 2024. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM C-DTLS 2024\24006174A\Engineering\Site Plans\C-DTLS.dwg\C-X.XX-40 ERW DETAILS By: JWAGNER R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNINGAPPROVED: _______________________CITY PLANNING COMMISSION_______________________CHAIRMAN ATTEST: ______________________________________________SECRETARY Phone: www.colliersengineering.com C O N S U L T I N G ENGINEERS + SURVEYING PRELIMINARY & FINAL MAJOR SITE PLAN THE WAYMAKER LLC PROPOSED RESIDENTIAL IMPROVEMENTS BLOCK 106 LOT 20.03 TOWNSHIP OF WEST ORANGE ESSEX COUNTY NEW JERSEY AS SHOWN 9/17/24 MMN JF 24006174A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ___________________________ FOR PTH WOODCLIFF LAKE 300 Tice Boulevard Suite 101 Woodcliff Lake, NJ 07677 845.352.0411 COLLIERS ENGINEERING & DESIGN, INC. DOING BUSINESS AS MASER CONSULTING Doing Business as OF 8 Jesse Cokeley NEW JERSEY LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: GE54006 COLLIERS ENGINEERING & DESIGN, INC. N.J. C.O.A. #: 24GA27986500 CONSTRUCTION DETAILS -

CONSULTING Doing Business as OF 8 Jesse Cokeley NEW JERSEY LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: GE54006 COLLIERS ENGINEERING & DESIGN, INC. N.J. C.O.A. #: 24GA27986500 CONSTRUCTION DETAILS - 1 7 8" 6" 8" 6" TRASH RACK 6" THICK MIN. 6" CONCRETE SLAB, H20 LOADING LADDER RUNGS 12" ON CENTER NJDOT CLASS "B" CONCRETE 6" THICK MIN. 3/4" CLEAN STONE BEDDING 2.5" ORIFICE INV. 622.50 MANHOLE COVER 24" RCP @ 8.1% 8" THICK MIN. BAFFLE WALL MANHOLE COVER AT OCS ENTRY RIM EL. 626.00 6" TRASH RACK INV. (IN): 622.00 NOTES: 1. CONTRACTOR TO SUBMIT SHOP DRAWING FOR REVIEW AND APPROVAL. 2. ALL CONCRETE TO BE NJDOT CLASS "B". FLOW 6" 6" 6" 6" 6"5' 6" 5' 5' DOUBLE CHAMBER OUTLET CONTROL STRUCTURE (WITH TOP SLAB) DETAIL 3 6" 36" RCP @ 8.1% INV. (OUT): 622.00 FLOW PROPOSED GRADEPROPOSED GRADE NJDOT CLASS "B" CONCRETE ASPHALT PAVEMENT COMPACTED SUBGRADE 1/2" R 1 1 4" R 8" 6" 1" 18" 6" NOTES: 1. PREFORMED BITUMINOUS FIBER TRAVERSE JOINTS, 1/2" THICK AT 20' MAX. INTERVALS ALONG THE CURB. CONCRETE CURB (ASPHALT PAVEMENT) DETAIL NOT TO SCALE 1 05/01/17MCNJ-SITE-CURB-1000 12" SAWCUT 12" MILLING LIMIT 2" x VAR. SURFACE COURSE SAW CUT EDGE OF PAVEMENT TACK COAT ALL SURFACES AND EDGES OF EXISTING PAVING SEE PAVEMENT SECTION 1/2" PREFORMED EXPANSION JOINT FILLER, BITUMINOUS TYPE, CONFORMING TO AASHTO SPECIFICATIONS M-33. TO BE INSTALLED BETWEEN CURB AND CONCRETE PAVEMENT OR CONCRETE BASE COURSE. SAWCUT AND PAVEMENT RESTORATION DETAIL NOT TO SCALE COMPACTED SUBGRADE 2 08/01/20MCNJ-SITE-PVMT-2800 B B AA 1-10" 6" (SEE NOTE # 5) 7" 4'-0" 3" 8" VARIES PLAN SECTION A-A SECTION B-B NOTES: 1. INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLETS, BOTTOMS SHALL BE DISHED AND SLOPED TOWARDS THE OUTLET PIPE AT A RATE OF GRADE OF 2 INCHES PER FOOT. 2. THIS INLET SHALL BE CONSTRUCTED OF CONCRETE OR PRECAST CONCRETE. IF CONCRETE BLOCK IS USED, THE BOTTOM SHALL BE AS SHOWN FOR CONCRETE & THE OUTSIDE OF THE WALLS SHALL BE PLASTERED WITH 1/2" COAT OF 1:2 CEMENT SAND MORTAR, THE INSIDE WALLS JOINTS SHALL BE STRUCK AND POINTED. 3. PROVIDE 7/8" DIA. X 7" X 12", 12" O.C. COPOLYMER POLYPROPYLENE PLASTIC STEPS WITH 1/2" DIA. GRADE 60 STEEL REINFORCEMENT PS2-PF OR PS2-B WITH PRECAST PRESS FIT INSERTS. 4. INLET FRAME AND GRATES TO BE CAMPBELL FOUNDRY # 3405 OR APPROVED EQUAL. 5. WHEN DEPTH IS GREATER THEN 12' THE WALLS SHOULD BE EITHER 8" THICK CONCRETE OR 8" SOLID CONCRETE BLOCK AND THE FOOTING SHALL BE

LET FRAME AND GRATES TO BE CAMPBELL FOUNDRY # 3405 OR APPROVED EQUAL. 5. WHEN DEPTH IS GREATER THEN 12' THE WALLS SHOULD BE EITHER 8" THICK CONCRETE OR 8" SOLID CONCRETE BLOCK AND THE FOOTING SHALL BE EXTENDED TO 12" BEYOND THE OUTSIDE WALLS. 6. ALL CONCRETE TO BE NJDOT CLASS "B". 7. IN ACID SOILS, TWO COATS OF BITUMASTIC WATER PROOFING SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATION. 8. INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH H-20 LOADING REQUIREMENTS. 8" DEPTH OF CONCRETE INVERT TO BE 0.8 THE DIAMETER OF THE MAIN LINE (SEE NOTE # 1) 6" (SEE NOTE # 5) FRAME AND GRATE 6" NJDOT #57 CRUSHED STONE BEDDING ON UNDISTURBED EARTH 6" OR 8" CONCRETE OR CONCRETE BLOCK (SEE NOTE # 5) FRAME & GRATE LADDER RUNGS 12" O.C. BRICK AND MORTAR TO GRADE, 12" MAXIMUM VARIES TYPE 'A' INLET DETAIL NOT TO SCALE 5 02/01/19MCNJ-UTIL-STRM-1000 MIN. TRENCH WIDTH (SEE NOTE 3) 6" d = 4" FOR 12"-24" PIPE 6" FOR 30"-60" PIPE 9" MIN. 9" MIN. MINIMUM COVER SEE NOTE 2. FINAL BACKFILL COMPACTED SUITABLE BACKFILL 3/4" CRUSHED STONE BEDDING UNDISTURBED EARTH OR COMPACTED SUBGRADE COMPACTED SUITABLE CLASS III BEDDING (FOR DRY TRENCH INSTALLATION) D NOTES: 1. ALL PIPE SYSTEMS AND BACKFILL SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321. 2. MINIMUM COVER FOR HDPE PIPES IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR UP TO 60" DIAMETER PIPE. PIPE COVER IS MEASURED FROM TOP OF PIPE TO THE BOTTOM OF FLEXIBLE PAVEMENT, OR TO THE TOP OF RIGID PAVEMENT, OR TO THE GROUND SURFACE. 3. MINIMUM TRENCH WIDTH PER MANUFACTURER'S RECOMMENDATIONS. SPRINGLINE GRADE HDPE PIPE HDPE STORM PIPE BEDDING DETAIL NOT TO SCALE 8 05/01/17MCNJ-UTIL-STRM-2302 4" X 10" ORIFICES INV. 623.25 0.5' WIDE WEIR INV. 624.50 OUTLET CONTROL STRUCTURE DETAIL (SINGLE CHAMBER) 36" ELLIPTICAL PIPE INV. 607.72 NOTES: 1. CONTRACTOR TO SUBMIT SHOP DRAWING FOR REVIEW AND APPROVAL. 2. ALL CONCRETE TO BE 4,500 PSI. 4' LADDER RUNG 12" O.C. CONCRETE BENCH GRADE FULLY MORTARED ALL AROUND TOP OF OUTLET BOX 4' H (2) 10" ORIFICES (INV. 607.82) 6" OF #57 CLEAN STONE BEDDING 8" 7 MCNJ-UTIL-STMW-1800NOT TO SCALE TRASH RACK NOTE: 1. INJECTION MOLDED FITTINGS ARE AVAILABLE IN TEES, WYES, REDUCERS, 45° BENDS AND BELL/BELL COUPLERS. 2. WATERTIGHT INJECTION MOLDED FITTINGS AND WATERTIGHT PIPE CAN BE SUBSTITUTED FOR WATERTIGHT APPLICATIONS. 3. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL. 4. CLEANOUTS TO BE 4" MINIMUM SIZE TO

IGHT INJECTION MOLDED FITTINGS AND WATERTIGHT PIPE CAN BE SUBSTITUTED FOR WATERTIGHT APPLICATIONS. 3. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL. 4. CLEANOUTS TO BE 4" MINIMUM SIZE TO ACCOMMODATE ROOF LEADER. BUILDING FACE DOWNSPOUT ADAPTER FINISHED GRADE *ADS N-12 STORM PIPE (TYP) INJECTION MOLDED ST 90° BEND TO CONNECTION POINT TEE CLEANOUT ADS ROOF DOWNSPOUT WITH TEE CLEANOUT DETAIL NOT TO SCALE 6 07/01/19MCNY-UTIL-STRM-1901 NOTES: 1. PAVERS TO BE PAVEDRAIN 12" X 12" SYSTEM OR APPROVED EQUIVALENT. 2. PVC PERFORATIONS TO BE 3/8" ON 12" CENTERS, 2 ROWS, @ 5 AND 7 O'CLOCK RESPECTIVELY. 11" 12" X 12" PAVEDRAIN PERVIOUS PAVERS CURB EDGE AS APPLICABLE (SEE PLAN) 4" OPEN GRADED BASE (ASTM NO. 57) 11" SUB BASE (ASTM NO. 2) MIRAFI RS 380i (OR APPROVED EQUAL) PAVEDRAIN POROUS PAVER DETAIL MODIFIED DTL_DATE 4 NOT TO SCALE NOT TO SCALE STORMTECH DC-780 STANDARD DETAILS NOT TO SCALE 9 NOTES 1. TRENCH MUST BE NO LESS THAN 8" WIDE & 8" DEEP 2. MINIMUM SLOPE TO VARY AS REQUIRED TO PROVIDE POSITIVE DRAINAGE. UPSLOPE 2" SOD GRASS LAYER 2" LAYER CRUSHED STONE PERFORATED 6" HDPE PIPE CURTAIN DRAIN DETAIL 10 NOT TO SCALE MANHOLE COVER MANHOLE COVER