WEH Full Civil Set Submission 2 7 1 24

61 W 608 W 600 W 606 60 8FT DRYWELL MH RIM: 603.0 INV: 599.5 606 FF:618.0 GF:607.0 W 4 D-12 TG:609.00 INV. OUT: 606.00 W 2 606 23 LF 8" SCH 40 PVC S = 0.5 % W 60 W A-INLET (TYP) TG: 601.0 INV: 599.0 FT-HC 4'x6' (TYP) W CONNECT TO EXISTING INLET INV: 598.0 6 LF 8" SCH 40 PVC A-INLET (TYP) TG: 601.0 INV: 599.0 26 LF 4" SCH 40 PVC S = 3.8 % C.O. INV: 599.0 W MH RIM: 601.0 INV: 598.8 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 W 610 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 2 PAUL W. ANDERSON W MATCHLINE W 126 LF 15" HDPE S = 4.36% 60 4 6 60 18 LF 4" SCH 40 PVC S = 0.3 % W ESS W Y ACC W GENC EMER 8 60 W W 0 61 D-11 TG:603.50 (D-12) INV. IN: 600.50 INV. OUT: 600.40 W 60 2 W W 612 W W W D-10 TG:603.50 (D-11) INV. IN: 597.40 (D-9) INV. IN: 597.40 INV. OUT: 597.30 W W STRUCTURE - (368) TG:598.40 (D-10) INV. IN: 594.40 INV. OUT: 594.30 608 ILD BU W ING 24 LF 15" HDPE S = 5.32% 8 W 59 D.1 W OUTLET STRUCTURE (#11) RIM: 597.0 INV: 590.00 (6" OUT) INV: 590.00 (12" IN) 110 LF 15" HDPE S = 2.65% Anderson Consulting Services LLC W 610 0 107 LF 15" HDPE S = 1.03% 17 LF 12" POROUS HDPE S=0% W STORM MH RIM: 597.0 INV: 590.0 (12" OUT) INV: 590.0 (12" IN) W STORM MH RIM: 597.0 INV: 589.25 (IN) INV: 582.0 (OUT) D-9 TG:601.50 INV. OUT: 598.50 S S 59 4 S 213 LF 8" SDR-35 PVC S = 2.00% W S B-INLET (D-14) TG:593.00 INV. OUT: 590.00 W S W 2" 1' 3" PROPOSED IN LINE WATER VALVE PWA PWA Designed by Checked by PRELIMINARY AND FINAL SITE PLAN 3' 0" 11' 0" 14' 0" PROPOSED HYDRANT VALVE W W ROAD D WALL DETAIL R MATCHLINE SP-23 B-INLET (D-13) TG:593.00 PROP. HYD #5 w w 6' 0" w STORM MANHOLE RIM: 594.0 (STORM MH)INV(IN):590.0 INV: 590.0 STORM MANHOLE RIM: 593.55 (CB-73)INV(IN):590.10 (CB-74)INV(IN):590.10 INV: 590.20 #5 TOP & BOTTOM 12" ON CENTER 6" CLEAN STONE BELOW B-INLET (CB-41) TG:594.94 INV(OUT):590.05 W #5 12" ON CENTER 56 LF 12" POROUS HDPE S=0% SCALE: NTS W #5 FRONT & BACK 15" ON CENTER MIN OVERLAP OF 24" MODULAR BLOCK WALL (4FT MAX) 5 LF 15" SOLID HDPE S = 1.0 % STORM MH RIM: 594.96 INV: 590.0 (15" IN) INV: 590.0 (15" OUT) INV: 590.0 (12") #5 TOP & BOTTOM 15" ON CENTER B-INLET (CB-42) TG: 594.94 INV(OUT): 590.05 S 2 80 LF 12" POROUS HDPE S=0% WETLANDS EDUCATIONAL SIGN STRATAGRID 200 4.0 FT 596 58 PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 6" Vriprap =

ENTER B-INLET (CB-42) TG: 594.94 INV(OUT): 590.05 S 2 80 LF 12" POROUS HDPE S=0% WETLANDS EDUCATIONAL SIGN STRATAGRID 200 4.0 FT 596 58 PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 6" Vriprap = 3.11 CY FF:618.0 GF:597.0 W 582 Proj. No. 11 LF 15" SOLID HDPE S = 1.0 % FF:618.0 INV: 580.4 BCA W S Date SAN-MH 11 RIM:596.54 INV. OUT: 581.69 Drawn by W 56 LF 15" SOLID HDPE S = 1.0 % AS SHOWN MATCHLINE W W 60 Scale 2 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W 61 99 LF 15" HDPE S = 3.04% MATCHLINE SP-23 SAN-MH 10 RIM:592.27 SP-24 SCALE: NTS Know what's below. Call before you dig. SHEET 24 OF 60

SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON 'BASIN 2' OUTLET STRUCTURE #2 'BASIN' OUTLET STRUCTURE #3 SCALE: NTS POROUS PAVEMENT #3 SECTION 'BASIN 4' OUTLET STRUCTURE #4 SCALE: NTS BCA PWA PWA Drawn by Designed by Checked by Date 'BASIN 5' OUTLET STRUCTURE #5 SCALE: NTS Proj. No. Anderson Consulting Services LLC SCALE: NTS AS SHOWN INFILTRATION BASIN #2 SECTION SCALE: NTS Scale INFILTRATION BASIN #1 SECTION SCALE: NTS 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 2' 26" MIN 1" 3" SCALE: NTS MIN MIN 'BASIN 1' OUTLET STRUCTURE #1 SCALE: NTS 'BASIN 6' OUTLET STRUCTURE #6 SCALE: NTS 'BASIN 7' OUTLET STRUCTURE #7 POROUS PAVEMENT #4 SECTION SCALE: NTS R Know what's below. Call before you dig. POROUS PAVEMENT #5 SECTION SCALE: NTS POROUS PAVEMENT #6 SECTION SCALE: NTS INFILTRATION BASIN #7 SECTION PRELIMINARY AND FINAL SITE PLAN 1" 3" 5' 2' 5' 18" MIN MIN MIN 1" 3" MIN MIN 64" MIN MIN MIN 36" MIN 1" 3" SCALE: NTS SCALE: NTS SP-25 SHEET 25 OF 60

SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON 'BASIN 9' OUTLET STRUCTURE #9 SCALE: NTS 'BASIN 8' OUTLET STRUCTURE #8 1" 3" 36" MIN MIN MIN SCALE: NTS X X BCA PWA PWA Drawn by Designed by Checked by Date Proj. No. Anderson Consulting Services LLC SCALE: NTS AS SHOWN SCALE: NTS POROUS PAVEMENT #8 SECTION Scale BASIN #9 SECTION SCALE: NTS 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 5' X X STORAGE & OUTLET #9 SECTION VIEW 'BASIN 10' OUTLET STRUCTURE #10 'BASIN 11' OUTLET STRUCTURE #11 X X X X X X SCALE: NTS X X 22 FT SMALL SCALE SUBSURFACE INFILTRATION (#12) SCALE: NTS 'BASIN 10' SECTION SCALE: NTS 'BASIN 11' POROUS PAVEMENT SECTION SCALE: NTS R Know what's below. Call before you dig. PRELIMINARY AND FINAL SITE PLAN SCALE: NTS SP-26 SHEET 26 OF 60

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

SEPARATOR CS-8 SCALE: NTS SCALE: NTS VAULT LENGTH VAULT WIDTH INLET SHAPING (NOT BY CONTECH) VAULT LENGTH C B B C VAULT LENGTH VAULT LENGTH A VAULT LENGTH A Anderson Consulting Services LLC CLEAN OUT TREE GRATE CURB INLET OPENING CURB (NOT BY CONTECH) PWA PWA Designed by Checked by PLANT PROVIDED BY CONTECH BCA PLAN VIEW PLAN VIEW PLAN VIEW Drawn by SDR 35 OUTLET COUPLING CAST INTO PRECAST VAULT WALL (OUTLET PIPE LOCATION MAY VARY) ENERGY DISSIPATION ROCKS 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 FT078045-HC MEDIA BAY SIZE FT-HC SHORT SIDE INLET CONFIGURATION VAULT SIZE (L x W) OUTLET PIPE DIA TREE GRATE QTY & SIZE DESIGNATION AVAILABILITY MEDIA BAY SIZE VAULT SIZE (W x L) OUTLET PIPE DIA TREE GRATE QTY & SIZE 6x4 6x4 6" SDR 35 (1) 3' x 3' FT0406-HC ALL 4x6 4x6 6" SDR 35 (1) 3' x 3' 7.83 x 4.5 7.83 x 4.5 6" SDR 35 (1) 3' x 3' FT0408-HC N/A DE, MD, NJ, PA, VA, WV 4x8 4x8 6" SDR 35 (1) 3' x 3' DESIGNATION AVAILABILITY N/A DE, MD, NJ, PA, VA, WV 8x4 8x4 6" SDR 35 (1) 3' x 3' FT045078-HC DE, MD, NJ, PA, VA, WV ONLY 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' MEDIA BAY SIZE VAULT OUTLET SIZE PIPE (W x L) DIA TREE GRATE QTY & SIZE FT0404-HC ALL 4x4 4x4 6" SDR 35 (1) 3' x 3' FT0606-HC ALL 6x6 6x6 6" SDR 35 (1) 3' x

x 8 6" SDR 35 (3) 4' x 4' MEDIA BAY SIZE VAULT OUTLET SIZE PIPE (W x L) DIA TREE GRATE QTY & SIZE FT0404-HC ALL 4x4 4x4 6" SDR 35 (1) 3' x 3' FT0606-HC ALL 6x6 6x6 6" SDR 35 (1) 3' x 3' N/A = NOT AVAILABLE FT0804-HC N/A = NOT AVAILABLE FT-HC SQUARE INLET CONFIGURATION 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 TOP SLAB 3'-4" (3.33') INV. TO TOP CURB AND GUTTER (NOT BY CONTECH) SEE FILTERRA STANDARD OFFLINE CURB INLET DETAIL SHEET TREE FRAME AND GRATE CAST INTO TOP SLAB Date Proj. No. GALVANIZED ANGLE NOSING CLEAN OUT FRAME AND COVER CAST INTO TOP SLAB 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 FILTERRA HC OFFLINE (FT-HC) SCALE: NTS R Know what's below. Call before you dig. SP-27 SHEET 27 OF 60

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 6" 8" 4'-0" INLET FOUNDATION TO BE EXTENDED 6" WHERE DEPTH EXCEEDS 8' EXCEPT IN ROCK 6" 5'-4" 8" 8" 8" 8" 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 DETENTION INFLOW RIPRAP TABLE BOARDWALK DECK SECTION SCALE: NTS 8" BASIN La 3Wo Wa D50 VRIPRAP DETENTION OUTFLOW RIPRAP TABLE B-1.1 20' 6.0' 26' 6" 19.0 cy BASIN La 3Wo Wa D50 VRIPRAP B-2.1 10' 4.0' 14' 6" 5.18 cy B-1 10' 4.0' 14' 6" 2.52 cy B-2.2 15' 4.0' 19' 6" 4.24 cy B-2 13' 4.0' 16' 6" 13.5 cy B-7 22' 6.0' 28' 6" 4.02 cy PP-9 3' 3.0' 2' 6" 16.4 cy B-10.1 13' 4.0' 16' 6" 3.37 cy B-10 14' 4.0' 17' 6" 2.52 cy B-10.2 11' 4.0' 15' 6" 3.58 cy PP-11 13' 4.0' 17' 6" 2.52 cy 8' 0" & VARIES 4" 1 21 " x 1 12 " PRESSURE TREATED SPINDLES DECK

4.0' 16' 6" 3.37 cy B-10 14' 4.0' 17' 6" 2.52 cy B-10.2 11' 4.0' 15' 6" 3.58 cy PP-11 13' 4.0' 17' 6" 2.52 cy 8' 0" & VARIES 4" 1 21 " x 1 12 " PRESSURE TREATED SPINDLES DECK SURFACE 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 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 La Wa 4' 0" PRESSURE TREATED 2"x4" RAILING TOP & BOTTOM PIPE DIA. 12" 15" 18" 24" 30" 36" 48" 3 Wo 4" 4" 2 LAYERS OF STONE (2D50) FILTER FABRIC WINGWALL WITH FOOTING SCALE: NTS X X X X X X La RIP RAP APRON / LEVEL SPREADER SCALE: NTS R Know what's below. Call before you dig. D50 DECK RAILING DETAIL SCALE: NTS PRELIMINARY AND FINAL SITE PLAN ELEVATION SP-28 SHEET 28 OF 60

R Know what's below. Call before you dig. R DRIV MOTOR VEHICLE SURFACE AREA: 257,012 SF 5.84 Acres E LAPIS CIRCLE UNDISTURBED / PRESERVED: 4,032,903.3 SF 92.58 Acres DISTURBED: 1,212,966.7 SF 27.85 Acres TOTAL IMPERVIOUS: 619,951.3 SF 14.23 Acres PWA Checked by DR IVE 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 AS SHOWN PWA Designed by DOG PARK Scale BCA Drawn by FAIR P.S. Date MAY 'D' .2 ING D BUILD ROSEMONT TERRACE C BUILDING Proj. No. Y TER RACE RO AD ' ROAD 'D ING 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 BAKEL FOWLE BAYOWSKI ROAD D.1 R ROAD ING WARNE ILD B AN E BU BUILDING TL B LU F SS G IN D IL KUZIK DRIVE Y ACCE GENC EMER BU HOLTON LANE HOWELL DRIVE CLUBHOUSE BUILDING A.2 BUILDING A.1 Y ITAR SAN R-35 0.5% 8" SD S = 74 LF ER PVC SEW SP-29 SHEET 29 OF 60 SLAYBACK TERRA