Engineering Plans 2

SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. SCALE: NTS 15 PWA Checked by 2 #5 12" OC Date MANHOLE Proj. No. 540 538 4' 0" 3500 PSI CONCRETE PWA EXISTING GRADE Designed by 540 BCA 542 Drawn by PROPOSED GRADE WETLANDS BUFFER RIPARIAN ZONE 544 Anderson Consulting Services LLC CONC. CORE OUTLET STRUCTURE AS SHOWN 'BASIN 2' OUTLET STRUCTURE 2-6 SCALE: NTS Scale 'BASIN 2' OUTLET STRUCTURE 2-5 SCALE: NTS 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 'BASIN 2' OUTLET STRUCTURE 2-4 SCALE: NTS 546 'BASIN 2' OUTLET STRUCTURE 2-3 SCALE: NTS SCALE: NTS N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON 'BASIN 2' OUTLET STRUCTURE 2-2 'BASIN 2' OUTLET STRUCTURE 2-1 MANHOLE "H =6 HEADWALL .1% 538 HEADWALL INV: 534.7 534 RIPRAP APRON SEE TABLE FOR DIMENSIONS & D50 SIZE SP-27 532 536 21" 534 INV: 534.6 RIPRAP APRON SEE TABLE FOR DIMENSIONS & D50 SIZE SP-27 4' 3" S 2 #7 @ 12" 2" 1' 3" 536 2'-3" MAX& VARIES E 8 #5 AS SHOWN #8 @ 12" OC 530 0 100 200 532 #5 @ 12" W 8" HOOK 15" OVERLAP INTO STEM 4' 0" 0+00 1+00 BASIN 2 WALL DETAIL PRELIMINARY AND FINAL SITE PLAN DP SCALE: NTS 530 528 DETENTION BASIN OUTLET #1 R Know what's below. Call before you dig. SCALE: 1" = 2' V; 1" = 20' H DETENTION BASIN OUTLET #2 SP-26 SCALE: 1" = 2' V; 1" = 20' H SHEET 26 OF 66

180° A 180° A A FLOW A FLOW A A FLOW FLOW A TOP SLAB ACCESS (SEE FRAME AND COVER DETAIL) A FLOW FLOW TOP SLAB ACCESS (SEE FRAME AND COVER DETAIL) FLOW FLOW 96" [2438] I.D. MANHOLE STRUCTURE 72" [1829] I.D. MANHOLE STRUCTURE 60" [1524] I.D. MANHOLE STRUCTURE PLAN VIEW B-B 48" [1219] I.D. MANHOLE STRUCTURE ® NOT TO SCALE www.ContechES.com ® SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 180° N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON 180° ® TOP SLAB ACCESS (SEE FRAME AND COVER DETAIL) TOP SLAB ACCESS (SEE FRAME AND COVER DETAIL) NOT TO SCALE CONTRACTOR TO GROUT TO FINISHED GRADE FRAME AND COVER (DIAMETER VARIES) NOT TO SCALE GRADE RINGS/RISERS (DIAMETER VARIES) NOT TO SCALE 2'-3" [686] B OUTLET PIPE B (5'-0" [1524]) FIBERGLASS OR POLYPROPYLENE INTERNAL COMPONENTS B PERMANENT POOL ELEVATION PERMANENT POOL ELEVATION (4'-6" [1372]) (4'-0" [1219]) FIBERGLASS OR POLYPROPYLENE INTERNAL COMPONENTS OUTLET PIPE B PERMANENT POOL ELEVATION PERMANENT POOL ELEVATION INLET PIPE OUTLET PIPE 3'-4" [1016] INLET PIPE B OUTLET PIPE INLET PIPE B B 2'-10" [864] INLET PIPE VARIES VARIES VARIES TOP OF CENTER CHAMBER (EXTENSIONS AVAILABLE AS REQUIRED) GRADE RINGS/RISERS TOP OF CENTER CHAMBER (EXTENSIONS AVAILABLE AS REQUIRED) TOP OF CENTER CHAMBER (EXTENSIONS AVAILABLE AS REQUIRED) TOP OF CENTER CHAMBER (EXTENSIONS AVAILABLE AS REQUIRED) CONTRACTOR TO GROUT TO FINISHED GRADE (DIAMETER VARIES) NOT TO SCALE GRADE RINGS/RISERS FRAME AND COVER GRADE RINGS/RISERS FRAME AND COVER CONTRACTOR TO GROUT TO FINISHED GRADE VARIES NOT TO SCALE B (DIAMETER VARIES) NOT TO SCALE PLAN VIEW B-B www.ContechES.com CONTRACTOR TO GROUT TO FINISHED GRADE FRAME AND COVER FIBERGLASS OR POLYPROPYLENE INTERNAL COMPONENTS FIBERGLASS OR POLYPROPYLENE INTERNAL COMPONENTS (6'-3" [1905]) ® NOT TO SCALE 4'-6" [1372] PLAN VIEW B-B www.ContechES.com PLAN VIEW B-B www.ContechES.com SOLIDS STORAGE SUMP SOLIDS STORAGE SUMP SOLIDS STORAGE SUMP ELEVATION A-A NOT TO SCALE NOT TO SCALE ELEVATION A-A NOT TO SCALE SCALE: NTS CASCADE SEPARATOR CS-5 CASCADE SEPARATOR CS-6 SCALE: NTS CASCADE SEPARATOR CS-8 SCALE: NTS SCALE: NTS Anderson Consulting Services LLC CASCADE SEPARATOR CS-4 VAULT LENGTH VAULT WIDTH INLET SHAPING (NOT BY CONTECH) VAULT LENGTH CLEAN OUT C B B C VAULT LENGTH VAULT

-8 SCALE: NTS SCALE: NTS Anderson Consulting Services LLC CASCADE SEPARATOR CS-4 VAULT LENGTH VAULT WIDTH INLET SHAPING (NOT BY CONTECH) VAULT LENGTH CLEAN OUT C B B C VAULT LENGTH VAULT LENGTH A VAULT LENGTH A 3'-4" (3.33') INV. TO TOP 3" MULCH LAYER, TYP. PROVIDED BY CONTECH 6"Ø UNDERDRAIN FLOWKIT PROVIDED BY CONTECH 18" FILTERRA MEDIA, TYP. PROVIDED BY CONTECH SECTION B-B SECTION C-C SECTION A-A FT-HC LONG SIDE INLET CONFIGURATION DESIGNATION AVAILABILITY FT0604-HC ALL DE, MD, NJ, PA, VA, WV ONLY N/A DE, MD, NJ, PA, VA, WV FT-HC SHORT SIDE INLET CONFIGURATION VAULT SIZE (L x W) OUTLET PIPE DIA TREE GRATE QTY & SIZE DESIGNATION AVAILABILITY 6x4 6x4 6" SDR 35 (1) 3' x 3' FT0406-HC 7.83 x 4.5 7.83 x 4.5 6" SDR 35 (1) 3' x 3' FT0408-HC ALL N/A DE, MD, NJ, PA, VA, WV DE, MD, NJ, PA, VA, WV ONLY MEDIA BAY SIZE Call before you dig. VAULT OUTLET SIZE PIPE (W x L) DIA FT-HC SQUARE INLET CONFIGURATION DESIGNATION AVAILABILITY MEDIA BAY SIZE VAULT OUTLET SIZE PIPE (W x L) DIA TREE GRATE QTY & SIZE 4x6 4x6 6" SDR 35 (1) 3' x 3' FT0404-HC ALL 4x4 4x4 6" SDR 35 (1) 3' x 3' 4x8 4x8 6" SDR 35 (1) 3' x 3' FT0606-HC ALL 6x6 6x6 6" SDR 35 (1) 3' x 3' N/A = NOT AVAILABLE 8x4 8x4 6" SDR 35 (1) 3' x 3' FT045078-HC 4.5 x 7.83 4.5 x 7.83 6" SDR 35 (1) 3' x 3' FT0806-HC ALL 8x6 8x6 6" SDR 35 (1) 4' x 4' FT0608-HC ALL 6x8 6x8 6" SDR 35 (1) 4' x 4' FT1006-HC ALL 10 x 6 10 x 6 6" SDR 35 (1) 4' x 4' FT0610-HC ALL 6 x 10 6 x 10 6" SDR 35 (1) 4' x 4' FT1206-HC ALL 12 x 6 12 x 6 6" SDR 35 (2) 4' x 4' FT0612-HC ALL 6 x 12 6 x 12 6" SDR 35 (2) 4' x 4' FT1307-HC ALL 13 x 7 13 x 7 6" SDR 35 (2) 4' x 4' FT0713-HC ALL 7 x 13 7 x 13 6" SDR 35 (2) 4' x 4' FT1408-HC CALL CONTECH 14 x 8 14 x 8 6" SDR 35 (2) 4' x 4' N/A = NOT AVAILABLE FT1509-HC CALL CONTECH 15 x 9 15 x 9 6" SDR 35 (2) 4' x 4' FT1608-HC CALL CONTECH 16 x 8 16 x 8 6" SDR 35 (2) 4' x 4' FT1808-HC CALL CONTECH 18 x 8 18 x 8 6" SDR 35 (2) 4' x 4' FT2008-HC CALL CONTECH 20 x 8 20 x 8 6" SDR 35 (3) 4' x 4' FT2208-HC CALL CONTECH 22 x 8 22 x 8 6" SDR 35 (3) 4' x 4' FILTERRA HC OFFLINE (FT-HC) SCALE: NTS Know what's below. MEDIA BAY SIZE TREE GRATE QTY & SIZE PRELIMINARY AND FINAL SITE PLAN 6" UNDERDRAIN STONE LAYER, TYP. PROVIDED BY CONTECH 3'-4" (3.33') INV. TO

RA HC OFFLINE (FT-HC) SCALE: NTS Know what's below. MEDIA BAY SIZE TREE GRATE QTY & SIZE PRELIMINARY AND FINAL SITE PLAN 6" UNDERDRAIN STONE LAYER, TYP. PROVIDED BY CONTECH 3'-4" (3.33') INV. TO TOP STREET 2"Ø IRRIGATION PORT, TYP. 3 PLACES 3'-4" (3.33') INV. TO TOP CURB AND GUTTER (NOT BY CONTECH) SEE FILTERRA STANDARD OFFLINE CURB INLET DETAIL SHEET TOP SLAB R PWA GALVANIZED ANGLE NOSING TREE FRAME AND GRATE CAST INTO TOP SLAB N/A = NOT AVAILABLE Checked by ENERGY DISSIPATION ROCKS CLEAN OUT FRAME AND COVER CAST INTO TOP SLAB FT0804-HC PWA PLANT PROVIDED BY CONTECH FT078045-HC Designed by PLAN VIEW PLAN VIEW PLAN VIEW Date CURB (NOT BY CONTECH) Proj. No. SDR 35 OUTLET COUPLING CAST INTO PRECAST VAULT WALL (OUTLET PIPE LOCATION MAY VARY) BCA CURB INLET OPENING Drawn by TREE GRATE AS SHOWN ELEVATION A-A Scale NOT TO SCALE 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com SOLIDS STORAGE SUMP ELEVATION A-A SP-27 SHEET 27 OF 66

3. INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLET. 4. BOTTOMS SHALL BE DISHED AND SLOPED TOWARD THE OUTLET. 5. FRAME SHALL BE CAMPBELL FOUNDRY PATTERN NO. 3432 WITH BICYCLE GRATE PATTERN NO. 2617, OR APPROVED EQUAL. FRAME & GRATE SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 2. PIPE TO BE CUT FLUSH WITH BASIN WALL. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON 1. INLET MAY BE CONSTRUCTED OF CONCRETE OR CONCRETE BLOCK. IF CONCRETE BLOCK IS USED, THE BOTTOM SHALL BE AS SHOWN FOR CONCRETE, AND THE OUTSIDE WALL SHALL BE PLASTERED WITH A 1/2" THICK COAT OF 1:2 CEMENT, SAND MORTAR. FULLY SET CASTING IN MORTAR COMPLETELY AROUND VARIABLE 5" IF PRECAST 6" IF CONC. BLOCK 12" IF OVER 8' DEEP CLASS "C" CONCRETE BENCH 0.8 DIA. of PIPE 2" MIN. 3/8" MORTAR JOINTS (IF CONC. BLOCK) CLASS "D" CONCRETE 8" 4'-0" INLET FOUNDATION TO BE EXTENDED 6" WHERE DEPTH EXCEEDS 8' EXCEPT IN ROCK 6" 5'-4" 8" 8" 8" 8" 6" VARIABLE CLASS "C" CONCRETE OR CONCRETE BLOCK LADDER RUNGS 18" O.C. 6" 8" 1'-10" 8" 6" 3'-2" TYPE 'A' INLET SCALE: NTS TYPE "E" INLET SCALE: NTS INLET TYPE "B" SCALE: NTS A Anderson Consulting Services LLC 45 o F B VARIES PRESSURE TREATED DOUBLE 2"x10" WETLANDS EDUCATIONAL SIGNS 10" SCALE: NTS 8" 6"x6" PRESSURE TREATED COLUMN PRECAST MANHOLE 6" G 4' 0" SCALE: NTS PLAN VIEW GROUND BCA PWA PWA Designed by Checked by D E Date C Proj. No. 42" CLASS B CONCRETE CAST IN SONOTUBE Drawn by A AS SHOWN 4' 0" 1"x6" DECKING SCREWED TO JOISTS Scale 2"x8" JOISTS 2' - 0" ON CENTER 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 4"x4" PRESSURE TREATED RAILING BOLTED WITH GALVANIZED BOLTS BOARDWALK DECK SECTION SCALE: NTS 8" 8' 0" & VARIES 4" 4" 4' 0" PRESSURE TREATED 2"x4" RAILING TOP & BOTTOM 4" 1 21 " x 1 21 " PRESSURE TREATED SPINDLES DECK SURFACE DECK RAILING DETAIL SCALE: NTS PIPE DIA. 12" 15" 18" 24" 30" 36" 48" A 36" 48" 48" 60" 72" 78" 84" B 30" 30" 30" 36" 36" 48" 48" DIMENSION SCHEDULE C D E F G 54" 40" 36" 22" 78" 60" 45" 37.5" 22" 92" 60" 45" 39" 22" 92" 64" 48" 42" 26" 112" 72" 54" 45" 26" 124" 78" 60" 48" 35" 144" 90" 66" 54" 35" 150" APPROX. WEIGHT 5445 LBS. 6400 LBS. 6400 LBS. 7250 LBS. 9276 LBS. 11623 LBS. 12402 LBS. SPECIAL SIZES NOT LISTED CAN BE MFG. UPON REQUEST NOTES : * ALL

24" 78" 60" 48" 35" 144" 90" 66" 54" 35" 150" APPROX. WEIGHT 5445 LBS. 6400 LBS. 6400 LBS. 7250 LBS. 9276 LBS. 11623 LBS. 12402 LBS. SPECIAL SIZES NOT LISTED CAN BE MFG. UPON REQUEST NOTES : * ALL EXPOSED EDGES TO HAVE 1" BEVELED CORNERS * APRON BY CONTRACTOR IN FIELD * REINFORCING - NO. 4 BARS AT 12" O.C.E.W. * CONCRETE TO TEST 4000 PSI @ 28 DAYS WINGWALL WITH FOOTING SCALE: NTS R Know what's below. Call before you dig. PRELIMINARY AND FINAL SITE PLAN ELEVATION SP-28 SHEET 28 OF 66

Call before you dig. E FOWLE R DRIV MOTOR VEHICLE SURFACE AREA: 257,012 SF 5.84 Acres E UNDISTURBED / PRESERVED: 4,010,981.8 SF 92.08 Acres DISTURBED: 1,234,888.2 SF 28.35 Acres TOTAL IMPERVIOUS: 619,951.3 SF 14.23 Acres PWA Checked by AS SHOWN PWA Designed by 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC QTY Scale BCA DOG PARK Drawn by IVE DR P.S. Date FAIR ROSEMONT TERRACE C Proj. No. MAY .2 G IN ILD BU C SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON HOWELL DRIVE PRELIMINARY AND FINAL SITE PLAN LAPIS CIRCLE RACE ING D P.S. BAKEL Y TER BUILD BUILDING BAYOWSKI ROAD WARNE R ROAD B Know what's below. LA N D.1 ING ILD BU BUILDING R FT B LU SS G IN D KUZIK DRIVE Y ACCE GENC EMER IL BU HOLTON LANE HOWELL DRIVE CLUBHOUSE BUILDING A.2 BUILDING A.1 SP-29 SHEET 29 OF 66 SLAYBACK TERRA

DOG PARK R Know what's below. Call before you dig. PRELIMINARY AND FINAL SITE PLAN PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date Proj. No. 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON MATCHLINE SP-31 BUILDING A.2 .1 BUILDING A MATCHLINE SP-34 SP-30 SHEET 30 OF 66

B AS SHOWN PWA Checked by Scale PWA Designed by 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC BUILDING BCA B Call before you dig. C Drawn by G Know what's below. Date IN R Proj. No. D IL CLUBHOUSE PRELIMINARY AND FINAL SITE PLAN BU MATCHLINE SP-30 BUILDING MATCHLINE SP-30 SP-31 SHEET 31 OF 66 G IN ILD BU C SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON

Call before you dig. .1 Know what's below. GD R PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date Proj. No. 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON S DIN IL BU P.S. PRELIMINARY AND FINAL SITE PLAN S ACCE ENCY ING D .2 G EMER BUILD MATCHLINE MATCHLINE SP-32 SHEET 32 OF 66