WEH Full Civil Set Submission 2 5 13 24 SITE PLANS

SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON 20 .0 ' 20.0' ' .0' ST R3 ST ST .0 9.0' TYP. ST ST ST B R2.0' .5' ST ST ST LOBBY ST ST ST MAIL R1 R1 .1' SIDEWALK (TYP.) ST .1' ST PACKING ROOM R1 ST 5.0 ' ST ST ST ST ST ' .0 24 YP. T ST 5.0 ' 4.0' SIDEWALK 6.5' CLUBHOUSE 4.0 ' .0' BCA PWA PWA Drawn by Designed by Checked by Date 4. 22 0' K AL W DE SI SIDEWALK (TYP.) BUILDING A.2 ' WALL (TYP.) R15 .0 R1 Proj. No. 18.0' TYP. 24.0' TYP. R3 .0' 8.1 22.0' .0' R ' .0 5 1 ' R1 5. 0' R15 ' .0 R5 ' .0 13.9' 6.2 R3 PRELIMINARY AND FINAL SITE PLAN R 0' 3. 16 .0' 18.0' TYP. ' 5.0 R1 4.0' ' 9.0' TYP. R15.0' R1 ' 5.0 2' 24.0' ' .0 5 R1 R1 8. .0' 24.0 ACCESSIBLE CURB RAMP AND WARNING SURFACE (TYP.) ' .0 4 2 R5 0' STOP SIGN R-1 (TYP.) 24. 0' STOP SIGN R-1 R1 5. 24" WHITE STOP BAR (TYP.) ' 9.0' TYP. R ' 4.0' R6.0' 4.0 R15.0' .0 4" DOUBLE YELLOW STRIPE (TYP.) CROSSWALK (TYP) TYP. 24 ' 5.0 P. TY R3 18.0' TYP. ' .0 R10.0' 18.0' 9. ' .1' 6. R3 R4 0' 7.8' 24.0' TYP. ' 0' R5.0' R5.0' 4.0' . R5 R24 0. 0' ' R1 0' .0 11.2' R5 .0' SIDEWALK ' ' R5 . 18 YP. T R3.0 M. 0. 0 0.0 R1 6.5' TY P. 0' ' .0' R3 R1 2 R1 9 ' .0 24 YP. T ' .0 . 18 YP T 24.0' ' .0 5' ' .0 . 18 YP T R3.0' ' .0 24 YP. T .0' .0' ' .9 R3 12 18.0' TYP. ' R3.0 ' .0 18 YP. T 0' 6. Anderson Consulting Services LLC 6. 9.6 C R14.0' BUILDING R3.0' 24.0' TYP. R5.0' R5.0' 18.0' TYP. 9.0' TYP. SIDEWALK (TYP.) WALL (TYP.) 0' 6. 5' 6. 24.0' TYP. ST B 18.0' TYP. 18.0' TYP. 18.0' TYP. ST COMP. ' 10.0' ST ST 8.0' 8.0' 8.0 9.0' TYP. 5' 9.0' TYP. 9. 9.0' TYP. BUILDING .0' 24.0' TYP. 6.5' ST R3 .0 ' 8.0' 8.0' 8 18.0' TYP. ' .0 18 YP. T 9.0' TYP. 18.0' TYP. 0' 4. ST AS SHOWN 15.0' Scale 27.0' 18.0' 6.0 ' 24.0' 7.2' 10.0' 18.0' 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax:

YP. T 9.0' TYP. 18.0' TYP. 0' 4. ST AS SHOWN 15.0' Scale 27.0' 18.0' 6.0 ' 24.0' 7.2' 10.0' 18.0' 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com R1 .0' .0' 18.0' 18.7' R ST ST 0' 5. 5. 0' ST 0' R3. ST ST R12 R2 R ST R1 2 .0' ST R1 G 9.0' TYP. IN D IL ST ' R3 .0' R3 .0 ' R3 ST ST ST 24.0' TYP. 18.0' TYP. 6.0' 18.0' TYP. ST ST BU 0' . 24 .0' 6.0' R15. 0' BU ILD 9.0' TYP. 9.0' TYP. R3 18.0' TYP. IN G 4.0 0' 0. R1 18.0' TYP. .0' 24.0' 18.0' TYP. R1 0 SIDEWALK (TYP.) C SIDEWALK (TYP.) 9.0' TYP. MATCHLINE SP-6 K AL W DE SI ' 4.0 MATCHLINE SP-6 R Know what's below. Call before you dig. SP-5 SHEET 5 OF 66