CONCRETE SIDEWALK CONCRETE VERTICAL CURB DEPRESSED CONCRETE VERTICAL CURB 4" ROOF DRAIN

REINFORCED CONCRETE DRIVEWAY APRON

Utilities: NJ Natural Gas Co., P.O. Box 1484, Wall, NJ 07719 JCP&L Co., 101 Crawford's Corner Road, Building #1, Suite 1-511, Holmdel NJ 07733 Monmouth Cablestation Assoc., 1501 16th Ave, Wall Tep, NJ 07719 Verizon New Jersey Inc., 777 Parkway Ave, Trenton, NJ 08818

TO BE NOTIFIED

PROPERTY ADDITIONAL TEXT

PRELIMINARY AND FINAL MAJOR SUBDIVISION PLAN

COVER SHEET

PRELIMINARY AND MAJOR SUBDIVISION 102 SAMS ROAD BLOCK 20101 LOT 29830 TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY OWNER/APPLICANT: XXXXXXXXX

640 HENMAN ROAD, UREY 1, JACKSON, NEW JERSEY 08527 PH: (732) 806-7541 F. (732) 806-7439 OFFICE/HALLERONS/SLATING.COM COA ZHGAS821300 PRELIMINARY ERIC HALPERT PROFESSIONAL ENGINEER AND PLANNER NJ PELIC. NO. 55771 NJ PPL. LIC. NO. 6488 PROJECT NO. 25016 SCALE AS SHOWN

DATE 10-06-2025

SHEET NO. C100

CERTIFICATION: APPROVED BY THE PLANING BOARD OF JACKSON TOWNSHIP OCEAN COUNTY, NEW JERSEY RESOLUTION NO.:

1. OWNER 10000000 101 SANS ROAD Jackson, NJ 08527
2. APPLICANT 10000000 10000000 JACKSON, NJ 08527
3. THE PROPERTY IS SHOWN AS LOTS 29610, BLOCK 20101 AS SHOWN ON THE OFFICIAL TAX MAPS FOR THE TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY, SHEET NUMBER 302 AND CONSTS OF 577-9411.04 SF. OUTROUD AND TOPดGRAPH INFORMATION DEPICTED HEREON TAKEN FROM A PLAN DETISTED OUTROUD AND TOPGRAPH SURVEY FOR 102 SANS ROAD LOT 29620 BLOCK 20101 PREPARED BY CLEARPOINT SERVICES, LLC, DATED 06-04-2015 ZONE: R-1 PROPOSED USE: RESIDENTIAL EXISTING IMPROVEMENTS ON LOTS 29620 TO REMAINED. THE SITE WILL BE SERVED BY PUBLIC SEVER AND WATER. THIS PLAN IS SUBJECT TO ALL LOCAL AND STATE REGULATORY PERMENTS, AGENCY REVIEW AND APPROVAL. THE HORIZONAL AND VENTICAL DATUMS ARE HARDIS & HANDBRE, RESPECTIVELY. THIS SET OF PLANS HAS BEEN REPARRED FOR PURPOSE OF MUNICIPAL AND AGENCY REVIEW AND APPROVAL. THESE PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUMENTS UNTIL ALL CONDITIONS OF APPROVAL HAVE BEEN SATISFIED ON THE DRAWINGS AND EACH DRAWING HAS BEEN REVISED TO INDICATE ISSUED FOR CONSTRUCTION. EXISTING UTILITIES CONNECTIONS SHALL BE USED IF POSSIBLE. EXISTING UTILITY INFORMATION SHOWN HEREON HAS BEEN COLLECTED FROM VARIOUS SOURCES AND IS NOT Guaranteed AS TO ACCURACY OR COMPLETENESS. THE CONTRACTOR SHALL VER�TE ALL INFORMATION TO HIS SATISFACTION FROM OR EXCAVATION, AND NOTIFY IN ONE CALL AS REQUIRED BY LAW. TEST PET INFORMATION SHALL BE GIVEN TO THE ENGINEER PERSON TO CONSTRUCTION TO PERMIT ADJUSTMENT AS REQUIRED TO AVID CONFLICTS. ALL MATERIALS, WORKMAKSHP AND CONSTRUCTION FOR SITE IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH: H.J. DEPARTMENT OF TRANSPORTATION/ STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AS CURRENTLY AUGURED. CURRENT, PREVAILING WORKSPAL AND/OR COUNTY SPECIFICATIONS, STANDARDS AND REQUIREMENTS. CURRENT, INVESTING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS AND REQUIREMENTS: STANDARDS FOR SODE Emission AND SEMENTANT CONTROL IN NEW JERSEY CONTRACTOR SALL NOTIFY THE UNDERSE�GHED PROFESSIONA IMAGINATELY IF ANY FILED CONDITIONS ENCOUNTERED DIFFER� MATERIALS FROM THOSE REPRESENTED HEROIN AND/OR IF SUCH CONDITIONS, IN THE CONTRACTORS' DIBON WOULD OR COULD BEHHER THE DESIGN SHOWN HEREON DUMPHOPRATE OR INEFFECTIVE. CONTRACTOR SALL COORDINATE ANY UTILITY POLE RELOCATIONS. THIS PLAN IS SUBJECT TO ALL LOCAL AND STATE REGULAR PERMENTS, AGENCY REVIEW AND APPROVAL. THE HORIZONAL AND VENTICAL DATUMS ARE HARDIS & HANDBRE, RESPECTIVELY.