PRELIMINARY & FINAL SITE PLAN FOR

(1)

NJ ROUTE 71

SUSSEX AVENUE MERCER AVENUE

ESSEX AVENUE

MONMOUTH AVENUE 6TH AVENUE

WARREN AVENUE

RAILROAD AVENUE PASSAIC AVENUE

WARREN AVENUE

6TH AVENUE

NJ ROUTE 71

7TH AVENUE

R-1 ZONE

BLOCK 66 BLOCK

69 BLOCK

68 BLOCK 67

BLOCK 70

BLOCK 78

BLOCK 72

BLOCK 77

BLOCK 73

BLOCK

74 BLOCK

76 BOROUGH OF SPRING LAKE

BLOCK 37 BLOCK

25 BLOCK

53 BLOCK

53.01 BLOCK

54 BLOCK 42.02 BLOCK

42.04 BLOCK

42.09 BLOCK 37

BLOCK 48 BLOCK

49 B-2 ZONE

B-1 ZONE

B-2 ZONE

R-5 ZONE

R-1 ZONE

R-5 ZONE

200'

ZONE LINE (TYP.)

MUNICIPAL BOUNDARY (TYP.)

BLOCK 5

BOROUGH OF SPRING LAKE HEIGHTS

NJ ROUTE 71

SUSSEX AVENUE MERCER AVENUE

ESSEX AVENUE

MONMOUTH AVENUE 6TH AVENUE

WARREN AVENUE

RAILROAD AVENUE PASSAIC AVENUE

WARREN AVENUE

6TH AVENUE

NJ ROUTE 71

7TH AVENUE

R-1 ZONE

BOROUGH OF SPRING LAKE

B-2 ZONE

B-1 ZONE

B-2 ZONE

R-5 ZONE

R-1 ZONE

R-5 ZONE

200'

ZONE LINE (TYP.)

MUNICIPAL BOUNDARY (TYP.)

BOROUGH OF SPRING LAKE HEIGHTS

TAX MAP

SCALE: 1" = 300'

SOURCE: NEW JERSEY GEOGRAPHICAL INFORMATION WEBSITE (NJGIN)

AERIAL MAP

SCALE: 1" = 100'

SOURCE: BOROUGH OF SPRING LAKE HEIGHTS TAX MAPS

BOARD SECRETARY DATE

BOARD CHAIRPERSON DATE

BOARD ENGINEER DATE

APPROVAL BLOCK

BOROUGH OF SPRING LAKE HEIGHTS BOARD APPROVAL

APPROVED BY THE PLANNING BOARD OF THE BOROUGH OF SPRING LAKE HEIGHTS, NJ.

WITHIN 200' RADIUS

BLOCK LOT OWNER 25 11 SPRING LAKE GOLF CLUB

BOX 32

SPRING LAKE, NJ 07762

69 3 JENCZELEWSKA, HANNA

605 MERCER AVE

SPRING LAKE HEIGHTS, NJ 07762

69 4 KERRIS, CATHERINE

607 MERCER AVE

SPRING LAKE HEIGHTS, NJ 07762 69 5 WASKY, ROBERT T & BLACK, PATRICIA

90 PARK AVENUE, STE 469 FLORHAM PARK, NJ 07932

69 6 TWOMEY, SHANNON

611 MERCER AVE

SPRING LAKE HEIGHTS, NJ 07762 69 7 PATEL, MILAN & HINA

5 LENAPE CT CRANBURY, NJ 08512 69 8 615 MERCER AVE LLC C/O DURKIN &

DURKIN LL 600 WARREN AVE

SPRING LAKE HEIGHTS, NJ 07762 69 10 EIGHT HUNDRED TEN HIGHWAY 71 LLC

600 WARREN AVE

SPRING LAKE HEIGHTS, NJ 07762 69 12 DINKLAGE, TAMERA PARTINGTON

214 CHARD PLACE BRICK, NJ 08723 69 13 SHORE HOME BUILDERS, INC

804 HIGHWAY 71

SPRING LAKE HEIGHTS, NJ 07762 69 14 TONJES, LISA LEE

PO BOX 261 SPRING LAKE, NJ 07762

69 15 800 HIGHWAY 71, LLC 1120 BLOOMFIELD AVE WEST CALDWELL, NJ 07007

69 17 GOLF VU, INC

614 SUSSEX AVE

SPRING LAKE HEIGHTS, NJ 07762 69 18 STARKE, WILLIAM & DONNA

83 CENTRAL AVE MONTCLAIR, NJ 07042 69 19 RIORDAN, PATRICIA

610 SUSSEX AVE

SPRING LAKE HEIGHTS, NJ 07762 69 20 ALTERNATIVE APPROACHES LLC

623 BEACON BLVD.

SEA GIRT, NJ 08750

69 21 MEGILL, JOYCE G

606 SUSSEX AVE

69 22 GROGAN, JOHN J & MARIE S 239 E. GOWAN AVE PHILADELPHIA, PA 19119 70 14.01 GOLF VU, INC

700 HIGHWAY 71

SPRING LAKE HEIGHTS, NJ 07762 70 14.02 VN PROPERTY GROUP, LLC

609 SUSSEX AVE

SPRING LAKE HEIGHTS, NJ 07762 70 14.03 KELLEHER, DANIEL JOHN JR & MARY KAY

PO BOX 656 SPRING LAKE, NJ 07762

70 21 GOLF VU, INC.

700 HIGHWAY 71

ALSO TO BE NOTIFIED:

CLERK, BOROUGH OF SPRING LAKE HEIGHTS 555 BRIGHTON AVE.

700 HIGHWAY 71

SPRING LAKE HEIGHTS, NJ 07762 MONMOUTH COUNTY PLANNING BOARD HALL OF RECORDS ANNEX

PO BOX 1255 FREEHOLD, NJ 07728 NJ WATER SUPPLY AUTHORITY MANASQUAN WATER SUPPLY SYSTEM HOSPITAL ROAD

PO BOX 467 ALLENWOOD, NJ 08720

SOUTH MONMOUTH REGIONAL SEWERAGE AUTHORITY 1235 18^TH AVENUE

BELMAR, NJ 07719 GPU ENERGY 300 MADISON AVE.

MORRISTOWN, NJ 07923 NJ NATURAL GAS CO.

1415 WYCKOFF RD.

WALL, NJ 07719 CABLEVISION 1501 18^TH AVENUE WALL, NJ 07719

NEW JERSEY TRANSIT ONE PENN PLAZA EAST NEWARK, NJ 07105-2246

NJ STATE HIGHWAY DEPARTMENT OF TRANSPORTATION 1035 PARKWAY AVENUE

CN 601

TRENTON, NJ 08625-0601

MONMOUTH COUNTY DIVISION OF TRANSPORTATION 250 CENTER STREET

FREEHOLD, NJ 07728

BOROUGH OF SPRING LAKE HEIGHTS 555 BRIGHTON AVENUE SPRING LAKE HEIGHTS, NJ 07762 TOWNSHIP OF WALL 2700 ALLAIRE ROAD PO BOX 1168 WALL, NJ 07719 BOROUGH OF SPRING LAKE FIFTH AND WARREN AVENUES SPRING LAKE, NJ 07762

WYCKHAM MANOR CONDO ASSOCIATION 61 WYCKHAM ROAD

SPRING LAKE HEIGHTS, NJ 07762 FAIRWAY MEWS COMMUNITY ASSOCIATION 2 LOCUST WAY

SPRING LAKE HEIGHTS, NJ 07762 BLOCK LOT OWNER

APPLICANT

800 HIGHWAY 71, LLC 600 WARREN AVENUE SPRING LAKE HEIGHTS, NJ 07762

USGS MAP

PROPERTY OWNERS LIST

PRELIMINARY & FINAL SITE PLAN

800 HIGHWAY 71, LLC

PROPOSED

RESTAURANT

MAP 3 BLOCK 69 LOTS 15 & 17 800 ROUTE 71

BOROUGH OF SPRING LAKE HEIGHTS MONMOUTH COUNTY, NEW JERSEY

KEY MAP

SCALE: 1" = 1,000'

SOURCE: U.S. GEOLOGICAL SURVEY

SCALE: 1" = 1,000' SOURCE: GOOGLE MAPS

FOR

PREPARED BY

DRAWING SHEET INDEX

SHEET TITLE NUMBER

COVER SHEET C-101

DEMOLITION PLAN C-201

SITE LAYOUT PLAN C-301

GRADING, DRAINAGE & UTILITIES PLAN C-401 SOIL EROSION AND SEDIMENT CONTROL PLAN C-601 SOIL EROSION AND SEDIMENT CONTROL NOTES

AND DETAILS C-602

LANDSCAPE & LIGHTING PLAN C-701

LANDSCAPE & LIGHTING NOTES & DETAILS C-702

DETAIL SHEET C-901

DETAIL SHEET C-902

BOUNDARY, TOPOGRAPHIC & UTILITY SURVEY

PREPARED BY CONTROL POINT ASSOCIATES, INC. 1 OF 1

ORG. DATE -

REVISIONS

REV DATE COMMENT ^{DRAWN BY}

CHECKED BY

03/22/2021

PROJECT No.:

DRAWN BY:

CHECKED BY:

DATE:

CAD I.D.:

PROJECT:

FOR

\\VMAZRSTOR01\NJ-PROJECTS\2020\JS201026\DRAWINGS\CURRENT DRAWINGS\SITE PLAN PACKAGE\JS201026-CDS-0A--->LAYOUT: C-101 COVR EW

THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION

DOCUMENT UNLESS INDICATED OTHERWISE.

SHEET NUMBER:

SHEET TITLE:

JS201026 EW/OU BT 03/22/2021 JS201026-CDS-0A

PRELIMINARY &

FINAL SITE PLAN

800 HIGHWAY 71, LLC

PROPOSED RESTAURANT

MAP: 3 | BLK: 69 | LOTS: 15 & 17 800 ROUTE 71

BOROUGH OF SPRING LAKE HEIGHTS MONMOUTH COUNTY

NEW JERSEY

NEW JERSEY

YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND.

1-800-272-1000 www.nj1-call.org

NJ CERT. OF AUTHORIZATIONNO. 24GA28161700 & MH000122 BOHLER ENGINEERING NJ, LLC

2430 HWY 34, BLDG B, SUITE 102 MANASQUAN, NJ 08736

Phone: (732) 825-6800 www. BohlerEngineering .com

ISSUED FOR MUNICIPAL &

AGENCY REVIEW & APPROVAL

PROFESSIONAL ENGINEER

D.F. WISOTSKY

NEW JERSEY LICENSE No. 42951 CONNECTICUT LICENSE No. 22098

NEW YORK LICENSE No. 073745 TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES ©

SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES

BOHLER

COVER SHEET

C-101

OWNER

FITTIN, INC & 800 ROUTE 71 ASSOC.

1213 MAGNOLIA AVENUE

SEA GIRT, NJ 08750

(2)

LODLODLOD LOD

LOD LOD LOD

LOD LOD

LOD LOD LOD

LOD

LOD LOD

LOD

LOD LOD

LOD LOD LOD LOD

LOD LOD LOD LOD LOD LOD

LOD

LOD LOD LOD LODLODLODLOD LOD

LOD

P.O.B.

O.R. 9441, PG. 3085

BLOCK 69 LOT 15

BLOCK 69 LOT 17

BLOCK 69 LOT 14 BLOCK 69

LOT 13

BLOCK 69 LOT 12

BLOCK 69 LOT 8

BLOCK 69 LOT 7

BLOCK 69 LOT 18

SUSSEX AVE

80' WIDE R.O.W.

25 M.P.H.

TWO WAY TRAFFIC

NJ STATE HIGHWAYH ROUTE NO. 71

(44'± WIDE R.O.W.PER TAX MAP) (A.K.A MANASQUAN TURNPIKE) 40 M.P.H.

TWO WAY TRAFFIC

P.O.B.

O.R. 9276, PG.7537 N/F LANDS OF

800 HIGHWAY 71, LLC D.B. 9441, PG.3085

N/F LANDS OF GOLF VU O.R. 9276, PG.7537

SPRING LAKE GOLF CLUB

DOOLAN'S SHORE CLUB

SINGLE FAMILY RESIDENTIAL

SINGLE FAMILY RESIDENTIAL SINGLE FAMILY

RESIDENTIAL SHORE HOME

BUILDERS THE HEALING

BEING

SPRING LAKE TAP HOUSE

SINGLE FAMILY RESIDENTIAL

T.B.R.

TO REMAIN

B-2 ZONE

R-1 ZONE

R-5 ZONE ZONE LINE

(TYP.)

B-2 ZONE

T.B.R.

TO REMAIN

LOD LOD

LOD LOD LOD

LODLODLODLODLODLODLODLOD

LOD LOD

LOD LOD LOD

LOD LOD

LOD

LOD LOD

T.B.R.

TO REMAIN

TPFTPF

TPF TPF

TPF

EXISTING LIGHT POLE TO BE REMOVED TO BE

VACATED

T.B.R. T.B.R. T.B.R.

T.B.R.

20 10 20 40 80

20 FEET 1 INCH =

GRAPHIC SCALE 0

T.B.R. = FEATURE TO BE REMOVED

ALL EXISTING FEATURES IN R.O.W. ARE TO REMAIN UNLESS OTHERWISE NOTED ALL EXISTING ON-SITE FEATURES

WITHIN THE LIMIT OF DISTURBANCE ARE TO BE REMOVED UNLESS

OTHERWISE NOTED.

ALL EXISTING FEATURES OUTSIDE LIMIT OF DISTURBANCE ARE TO REMAIN UNLESS OTHERWISE NOTED.

DEMOLITION PLAN

C-201

THIS PLAN TO BE UTILIZED FOR DEMOLITION PURPOSES ONLY

DEMOLITION NOTES

(Rev. 2/2021)

1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.

2. THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES) PRIOR TO THE COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY.

3. WHEN DEMOLITION-RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS.

4. THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN.

A. THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS.

B. THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC.

5. THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE

RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE-DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE.

6. ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR NEAR TO THE SAME.

7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA.

8. PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING, RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE ENGINEER OF RECORD AND BOHLER , IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE ENGINEER OF RECORD AND BY BOHLER, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES.

9. THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.

10. PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST:

A. OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK.

B. NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK.

C. INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED

D. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE-CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION.

E. LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES.

F. PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITION ACTIVITIES.

G. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE ENGINEER OF RECORD'S RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS.

H. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK"

HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF, AND TO THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER.

I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER AND ENGINEER OF RECORD AND BOHLER, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME.

11. THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER.

12. DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES WITH JURISDICTION.

13. THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE ENGINEER OF RECORD AND THE OWNER.

14. EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE, NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE.

15. IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE

CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR

"PRE-DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST.

16. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY.

17. THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE

PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST.

18. THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST.

W

E

S

XXXX

ORG. DATE -

REVISIONS

CHECKED BY

03/22/2021

PROJECT No.:

DRAWN BY:

CHECKED BY:

DATE:

CAD I.D.:

PROJECT:

FOR

\\VMAZRSTOR01\NJ-PROJECTS\2020\JS201026\DRAWINGS\CURRENT DRAWINGS\SITE PLAN PACKAGE\JS201026-SPP-0A--->LAYOUT: C-201 DEMO EW

SHEET NUMBER:

SHEET TITLE:

JS201026 EW/OU BT 03/22/2021 JS201026-SPP-0A

PRELIMINARY &

FINAL SITE PLAN

800 HIGHWAY 71, LLC

PROPOSED RESTAURANT

MAP: 3 | BLK: 69 | LOTS: 15 & 17 800 ROUTE 71

BOROUGH OF SPRING LAKE HEIGHTS MONMOUTH COUNTY

NEW JERSEY

NEW JERSEY

1-800-272-1000 www.nj1-call.org

2430 HWY 34, BLDG B, SUITE 102 MANASQUAN, NJ 08736

Phone: (732) 825-6800 www. BohlerEngineering .com

ISSUED FOR MUNICIPAL &

AGENCY REVIEW & APPROVAL

PROFESSIONAL ENGINEER

D.F. WISOTSKY

SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES

BOHLER

6' WOOD OR STEEL FENCE POSTS AT 8' MAXIMUM CENTER TO CENTER (MINIMUM 2' BELOW GRADE).

AREA WITHIN TREE PROTECTION ZONE TO REMAIN UNDISTURBED DURING CONSTRUCTION.

TREE DRIP LINE/TREE PROTECTION ZONE WOOD & WIRE SNOW FENCE USED AS TREE GUARD TO PREVENT DAMAGE FROM CONSTRUCTION EQUIPMENT.

4' HIGH WOOD & WIRE SNOW FENCE W/WOOD STAKES AT A MAXIMUM OF 8' ON CENTER. AS AN OPTION, ORANGE/FLUORESCENT HIGH-DENSITY

"VISI-FENCE" OR APPROVED EQUAL CAN BE USED.

TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW TREE CANOPY DRIP LINE OR PROPOSED LIMITS OF DISTURBANCE.

AREA OF SITE CONSTRUCTION

PLAN

ELEVATION

TREE PROTECTION DURING SITE CONSTRUCTION DETAIL

NOT TO SCALE (O039909 - 4/2017)

1 REFERENCES

¨ BOUNDARY & TOPOGRAPHIC SURVEY:

CONTROL POINT ASSOCIATES, INC.

30 INDEPENDENCE BLVD., SUITE 100 WARREN, NJ 07059

DATED: 01/27/2021 (REV. 1) JOB # /SURVEY JOB #: 01-200396-00 ELEVATIONS: NAVD 1988

¨ ARCHITECTURAL PLAN:

STUDIO TWO HUNDRED, LLC 200 UNION AVENUE BRIELLE, NJ 08730 DATED: 03/22/21

GOVERNING AGENCIES

¨ PLANNING, ZONING COMMITTEE

MARY ELLEN KARAMUS - SECRETARY 555 BRIGHTON AVENUE

SPRING LAKE HEIGHTS, NJ 07762 PHONE: (732) 449-3500

FAX: (732) 449-3535

¨ BUILDING DEPARTMENT

SPRING LAKE HEIGHTS JEAN VERRIER - INSPECTOR 5TH AVENUE & WARREN AVENUE SPRING LAKE HEIGHTS, NJ 07762 PHONE: (732) 449-0800 X609

¨ FIRE DEPARTMENT

RYAN DULLEA - FIRE OFFICIAL 601 MAIN STREET

BELMAR, NJ 07719 PHONE: (732) 681-3700 X239

ROW JURISDICTION

¨ TRAFFIC, STORMWATER, WATER &

SEWER

DEPARTMENT OF PUBLIC WORKS (DPW) JOSPEH MAY, P.E. - PUBLIC WORKS DIRECTOR 555 BRIGHTON AVENUE

SPRING LAKE HEIGHTS, NJ 07762 PHONE: (732) 449-3500

THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS, HOWEVER, BOHLER ENGINEERING DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR DERIVED FROM THESE DOCUMENTS, BY OTHERS.

REFERENCES AND CONTACTS

REFER TO SOIL EROSION AND SEDIMENT CONTROL PLAN FOR SOIL

EROSION NOTES AND MEASURES.

(3)

P.O.B.

O.R. 9441, PG. 3085

N20°06'56"E 50.38'

144.08'

100.00'

S76°55'04"E 100.00'

S13°04'56"W

250.25'

S76°55'04"E N13°04'58"E 150.00'

N76°55'04"W

BLOCK 69 LOT 15

BLOCK 69 LOT 17

BLOCK 69 LOT 14 BLOCK 69

LOT 13

BLOCK 69 LOT 12

BLOCK 69 LOT 8

BLOCK 69 LOT 7

BLOCK 69 LOT 18

SUSSEX AVE

80' WIDE R.O.W.

25 M.P.H.

TWO WAY TRAFFIC

NJ STATE HIGHWAYH ROUTE NO. 71

(44'± WIDE R.O.W.PER TAX MAP) (A.K.A MANASQUAN TURNPIKE) 40 M.P.H.

TWO WAY TRAFFIC

P.O.B.

O.R. 9276, PG.7537 N/F LANDS OF

800 HIGHWAY 71, LLC D.B. 9441, PG.3085

N/F LANDS OF GOLF VU O.R. 9276, PG.7537

SPRING LAKE GOLF CLUB

14 1.2' 1.9'

23.7'

23.8'

PROP.

STRIPING (TYP.)

PROP.

ADA STRIPING

PROP. STOP SIGN AND BAR (TYP.) PROP. 9' WIDE

CONCRETE PATIO

PROP. 7' SIDEWALK

DOOLAN'S SHORE CLUB

SINGLE FAMILY RESIDENTIAL

SINGLE FAMILY RESIDENTIAL SINGLE FAMILY

RESIDENTIAL SHORE HOME

BUILDERS THE HEALING

BEING

SPRING LAKE TAP HOUSE

SINGLE FAMILY RESIDENTIAL

12 9' (TYP.)

7.7'

20' RESIDENTIAL PARKING BUFFER

B-2 ZONE

R-1 ZONE

R-5 ZONE ZONE LINE

(TYP.)

B-2 ZONE

16.9'

23.5'

11.4' 7.9'

18.5'

PROP. ADA VAN ACCESSIBLE SIGN ON BOLLARD

10.6'

20' 22' (TYP.) 20' 22'

(TYP.) 4.2'

PROP. AREA LIGHT (TYP.) PROP. WALL

LIGHT (TYP.)

7.2'

9'

PROP. SIGHT TRIANGLE EASEMENT SUBJECT TO GRADING, PLANTING AND CONSTRUCTION RESTRICTIONS AS PROVIDED FOR IN THE SPRING LAKE HEIGHTS DEVELOPMENT REGULATIONS ORDINANCE

14.5'

PROP. ADA ACCESSIBLE SIGN ON BOLLARD

PROP. 127.5 SF WALL SIGN (SEE ARCH. PLANS)

PROP. 10' x 10' TRASH ENCLOSURE

PROP. ADA RAMP

PROP.

ADA RAMP

PROP.

MONUMENT SIGN

8'

APPROX.

LOCATION OF SAWCUT LINE

APPROX. LOCATION OF SAWCUT LINE AND PAVEMENT REPAIR STRIP, AS REQUIRED

280' INTERSECTION SIGHT DISTANCE PER AASHTO APPROX.

LOCATION OF SAWCUT LINE

APPROX.

LOCATION OF SAWCUT LINE

14.2'

5' 11' 9' (TYP.)

7'

PROP.

CONCRETE CURB (TYP.)

5'R

15'R

PROP. LIMIT OF PAVEMENT

PROP. 5 LF FLUSH CURB

7.4'

17.6'

PROP. CONCRETE STEPS (SEE DETAIL)

8.3'

PROP. ONE WAY SIGN (TYP.) 8.3'

20.6'

6.9' 6.6'

24.9'

4'

7.3'

10' SIDE YARD SETBACK

EXISTING 1-STORY BUILDING TO REMAIN (4,445 SF) 93 INDOOR SEATS 112 OUTSIDE SEATS 30' FRONT YARD SETBACK

30' FRONT YARD SETBACK

29.4'

20 10 20 40 80

20 FEET 1 INCH =

GRAPHIC SCALE

0

C-301

SITE LAYOUT

PLAN

THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY

SITE LAYOUT NOTES

(Rev. 1/2020)

1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.

2. PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINES TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY.

3. ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS,

GUIDELINES, RULES, REGULATIONS, STANDARDS AND THE LIKE.

4. THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY.

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD-VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT.

5. ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE.

6. WHEN APPLICABLE, OWNER/ OPERATOR MUST FILE THE NOI FOR NPDES PERMITS AT APPROPRIATE AND/OR REQUIRED

TIMEFRAMES BASED UPON THE DESIRED START OF CONSTRUCTION. LAND DISTURBING ACTIVITIES MUST NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED FROM GOVERNING AUTHORITIES (INCLUDING STORMWATER POLLUTION PREVENTION PLAN, PER NJDEP REQUIREMENTS). THE CONTRACTOR MUST STRICTLY ADHERE TO THE APPROVED SWPPP PLAN DURING CONSTRUCTION OPERATIONS (IF PROVIDED).

7. ALL WEATHERED CONCRETE MUST BE AIR ENTRAINED AND INCLUDE THE MINIMUM COMPRESSIVE STRENGTH OF 4,500 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT.

8. THE CONTRACTOR MUST REPAIR OR REPLACE, AT THE CONTRACTOR'S SOLE COST AND EXPENSE, ALL SIDEWALKS, CURBS, AND PAVEMENT DAMAGED BY CONSTRUCTION ACTIVITIES WHETHER SPECIFIED ON THIS PLAN OR NOT.

W

E

S

XXXX

ORG. DATE -

REVISIONS

CHECKED BY

03/22/2021

PROJECT No.:

DRAWN BY:

CHECKED BY:

DATE:

CAD I.D.:

PROJECT:

FOR

\\VMAZRSTOR01\NJ-PROJECTS\2020\JS201026\DRAWINGS\CURRENT DRAWINGS\SITE PLAN PACKAGE\JS201026-SPP-0A--->LAYOUT: C-301 SITE EW

SHEET NUMBER:

SHEET TITLE:

JS201026 EW/OU BT 03/22/2021 JS201026-SPP-0A

PRELIMINARY &

FINAL SITE PLAN

800 HIGHWAY 71, LLC

PROPOSED RESTAURANT

MAP: 3 | BLK: 69 | LOTS: 15 & 17 800 ROUTE 71

BOROUGH OF SPRING LAKE HEIGHTS MONMOUTH COUNTY

NEW JERSEY

NEW JERSEY

1-800-272-1000 www.nj1-call.org

2430 HWY 34, BLDG B, SUITE 102 MANASQUAN, NJ 08736

Phone: (732) 825-6800 www. BohlerEngineering .com

ISSUED FOR MUNICIPAL &

AGENCY REVIEW & APPROVAL

PROFESSIONAL ENGINEER

D.F. WISOTSKY

SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES

BOHLER

PARKING REQUIREMENTS

ITEM PERMITTED EXISTING PROPOSED

MIN. STALL SIZE 9' OR 10' X 20' N/A 9' X 20'

MIN. AISLE WIDTH N/A N/A 22'

MIN. SETBACK FROM

RESIDENTIAL ZONE 20' 3.8' (E) 7.2' (W)

MIN. NUMBER OF SPACES 31 N/A 26 (V)

RESTAURANT:

1 SPACE FOR EVERY 3 SEATS.

93 INDOOR SEATS / 3 = 31 SPACES REQUIRED FOR RESTAURANT USE

KEY = (E) EXISTING

NON-CONFORMITY VARIANCE/WAIVER REQUIRED

ZONING TABLE

ZONE: B-2 COMMERCIAL USE: RESTAURANT BLOCK: 69 | LOTS: 15 & 17

APPLICANT/ OWNER INFORMATION

APPLICANT:

800 HIGHWAY 71, LLC 600 WARREN AVENUE SPRING LAKE HEIGHTS, NJ 07762

PROPERTY OWNER:

FITTIN, INC & 800 ROUTE 71 ASSOC.

1213 MAGNOLIA AVENUE SEA GIRT, NJ 08750

BULK REQUIREMENTS

ITEM PERMITTED EXISTING PROPOSED

MIN. LOT AREA 18,000 SF 22,358 SF NO CHANGE

MIN. LOT WIDTH 100' 150' NO CHANGE

MIN. LOT DEPTH 125' 246.6' NO CHANGE

MIN. FRONT YARD

(PRINCIPAL BLDG) 30' 8.8' (E) 6.6'

MIN. SIDE YARD (PRINCIPAL BLDG)

10' (20' ABUTTING

RESIDENTIAL ZONE) 1.2' (E) NO CHANGE

MIN. REAR YARD

(PRINCIPAL BLDG) 20' N/A (CORNER LOT) N/A

MIN. SIDE YARD

(ACCESSORY BLDG) 5' N/A N/A

MIN. REAR YARD

MAX. BUILDING HEIGHT

(PRINCIPAL BLDG) 35' 19.5' 21'

MAX. BUILDING HEIGHT

MAX. BUILDING

COVERAGE 50% (11,179.3 SF) 19.9% (4,445 SF) NO CHANGE

MAX. LOT COVERAGE 75% (16,768.9 SF) ±85.2% (19,052.99 SF)

(E) ±86.3% (19,298.39 SF) KEY = (E) EXISTING

NON-CONFORMITY VARIANCE REQUIRED

SIGNAGE TABLE

REQUIRED PROPOSED

WALL SIGNS: (13-7.A & 22-610.7.F) -ONE WALL SIGN PER BUSINESS - MAX SIZE = 10% OF THE WALL AREA (INCLUDING WINDOW AREA) -MAX HEIGHT = 5 FT

- 1 SIGN

- SIZE = 127.5 SF (9.95%) -HEIGHT = 7.08 FT

GROUND SIGNS: (22-610.7.D-H) -FOR A SINGLE BUILDING CONTAINING ONE OR MORE SEPARATE

ESTABLISHED BUSINESSES - MAX SIZE = 40 SF

-SHALL ONLY BE ILLUMINATED EXTERNALLY

-MAX HEIGHT = 5 FT

-FRONT YARD SETBACK = 10 FT -SIDE YARD SETBACK = 5 FT

-1 MONUMENT SIGN -SIZE = 22 SF

-ILLUMINATED EXTERNALLY (UP-LIGHTING)

-HEIGHT = 7.08 FT

-FRONT YARD SETBACK = 14.2 FT -SIDE YARD SETBACK = 29.4 FT

VARIANCE REQUIRED

ZONING NOTES

ITEM CODE COMPLIES/WAIVER PROPOSED

A STRIP OF LAND 20% OF THE AVERAGE WIDTH OF THE PROPERTY WHEN A NONRESIDENTIAL USE ABUTS A RESIDENTIAL ZONE ON THE SIDE SHALL BE DESIGNATED AS A BUFFER AREA AND SO INDICATED ON THE PLAT. BUFFER AREAS WILL BE CONTIGUOUS WITH RESIDENTIAL PROPERTY LINES AND SHALL BE OF UNIFORM WIDTH. IN NO CASE SHOULD THE WIDTH OF THE BUFFER EXCEED 50 FEET.

IN NO CASE SHALL THE BUFFER BE LESS THAN 20 FEET WIDE, THE APPLICANT SHALL BE REQUIRED TO ERECT A SIX FOOT HIGH BOARD ON BOARD OR SOLID VINYL FENCE THAT FACES THE RESIDENTIAL PROPERTIES WITH SIX FEET TO EIGHT FEET EVERGREEN PLANTINGS WITHIN THE BUFFER AREA PARALLEL TO THE LOT LINE OF THE ABUTTING RESIDENTIAL LOT AND SET BACK A DISTANCE APPROPRIATE FOR THE LANDSCAPING TREATMENT IN THE BUFFER AREA.

§ 22-505.A WAIVER 7.2'

CONCRETE CURBS ARE REQUIRED ON EVERY STREET IN THE BOROUGH ALONG THE FULL FRONT AND SIDE OF ALL LOTS ABUTTING EXISTING ROADWAYS AND SHALL BE INSTALLED WHERE CURBING DOES NOT EXIST WHEN CONSTRUCTION OF A COMPLETELY NEW PRINCIPAL BUILDING OCCURS; OR WHEN AN ADDITION TO, RECONSTRUCTION OF, OR RENOVATION OF A PRINCIPAL BUILDING CONSISTS OF 40% OR MORE OF THE SQUARE FOOTAGE OF THE EXISTING PRINCIPAL BUILDING.

§ 22-507 WAIVER NO CURB, SEE PLANS

DRIVEWAY STANDARDS. THERE SHALL BE A MINIMUM TWO FOOT SIDE AND REAR YARD SETBACK FOR A DRIVEWAY IN A RESIDENTIAL ZONE AND A MINIMUM THREE FOOT SIDE AND REAR YARD SETBACK FOR DRIVEWAYS IN A BUSINESS OR COMMERCIAL ZONE. DRIVEWAYS IN RESIDENTIAL ZONES SHALL HAVE A MAXIMUM WIDTH OF 20 FEET IN THE FRONT OF THE HOUSE. A ZONING PERMIT IS REQUIRED FOR NEW OR REPLACEMENT DRIVEWAYS.

§ 22-507.C COMPLIES 7.2'

BLOCKS AND LOTS SHALL BE GRADED TO SECURE PROPER DRAINAGE AWAY FROM ALL BUILDINGS, TO PREVENT THE COLLECTION OF STORMWATER IN POOLS AND TO AVOID THE CONCENTRATION OF STORMWATER FROM EACH LOT TO ADJACENT LOTS.

§ 22-508.6 COMPLIES SEE PLANS

THE APPLICANT SHALL SUBMIT MAPS, REPORTS AND OTHER APPROPRIATE

DOCUMENTS PERMITTING THE APPROVING AUTHORITY TO EVALUATE WHETHER THE PROPOSAL HAS AN INHERENT LOW FLOOD DAMAGE POTENTIAL; DOES NOT

OBSTRUCT FLOOD FLOWS OR INCREASE FLOOD HEIGHTS AND/OR VELOCITIES; DOES NOT AFFECT ADVERSELY THE WATER-CARRYING CAPACITY OF ANY DELINEATED FLOODWAY OR CHANNEL; DOES NOT INCREASE LOCAL RUNOFF AND EROSION; DOES NOT UNDULY STRESS THE NATURAL ENVIRONMENT OF THE FLOODPLAIN OR DEGRADE THE QUALITY OF SURFACE WATER OR THE QUALITY AND QUANTITY OF GROUNDWATERS; DOES NOT REQUIRE CHANNEL MODIFICATION OR RELOCATION;

DOES NOT REQUIRE FILL OR ERECTION OF STRUCTURES; AND DOES NOT INCLUDE THE STORAGE OF EQUIPMENT AND MATERIALS.

§ 22-513.5 COMPLIES

THERE SHALL BE A MINIMUM OF ONE TRASH/GARBAGE PICKUP STATION, SEPARATE FROM THE PARKING AND LOADING AREAS, LOCATED EITHER INSIDE OR OUTSIDE A BUILDING IN STEEL-LIKE, TOTALLY ENCLOSED CONTAINERS AND SCREENED SO AS TO BE OBSCURED FROM VIEW FROM PARKING AREAS, STREETS AND ADJACENT RESIDENTIAL USES OR RESIDENTIAL ZONING DISTRICTS.

1. TRASH RECYCLING AND DUMPSTER ENCLOSURES SHALL BE BUFFERED ON ALL FOUR SIDES WITH A SIX FOOT HIGH SOLID FENCE OR ORNAMENTAL WALL AND SURROUNDED ON THREE SIDES WITH FOUR FOOT TO SIX FOOT HIGH EVERGREEN SHRUBS.

2. TRASH AND RECYCLING ENCLOSURES SHALL HAVE A MINIMUM OF 4,500 PSI POUNDS PER SQUARE INCH CONCRETE SLAB SIX INCHES THICK.

§ 22-514.A WAIVER SEE PLANS

FOR EACH SITE PLAN APPLICATION FOR COMMERCIAL AND INDUSTRIAL DEVELOPMENTS THAT UTILIZE 1,000 SQUARE FEET OR MORE OF LAND, THE APPLICANT SHALL PROVIDE THE MUNICIPAL AGENCY WITH ESTIMATES OF THE QUANTITY OF MANDATED RECYCLABLE MATERIALS (INCLUDING BUT NOT LIMITED TO NEWSPAPER, GLASS BOTTLES, ALUMINUM CANS, TIN AND BI-METAL CANS, HIGH GRADE PAPER AND CORRUGATED CARDBOARD) THAT WILL BE GENERATED BY THE DEVELOPMENT DURING EACH WEEK. A SEPARATE STORAGE AREA MUST BE PROVIDED TO ACCOMMODATE A ONE TO FOUR WEEKS ACCUMULATION OF RECYCLABLE MATERIAL. THE MUNICIPAL AGENCY MAY REQUIRE THE LOCATION OF ONE OR MORE COMMON STORAGE AREAS AT CONVENIENT LOCATIONS WITHIN THE DEVELOPMENT.

§ 22-514.B.3 WAIVER

ALL AREA LIGHTING SHALL PROVIDE TRANSLUCENT FIXTURES WITH SHIELDS AROUND THE LIGHT SOURCE. THE LIGHT INTENSITY PROVIDED AT GROUND LEVEL SHALL AVERAGE FROM 0.5 TO 1.0 FOOTCANDLE OVER THE ENTIRE AREA. FOR EACH FIXTURE AND LIGHTED SIGN, THE TOTAL QUANTITY OF LIGHT RADIATED ABOVE A HORIZONTAL PLAN PASSING THROUGH THE LIGHT SOURCE SHALL NOT EXCEED 7.5%

OF THE TOTAL QUANTITY OF LIGHT EMITTED FROM THE LIGHT SOURCE. ALL OUTDOOR LIGHTING TO BE SHOWN ON THE SITE PLAN IN SUFFICIENT DETAIL TO ALLOW DETERMINATION OF THE EFFECTS AT THE PROPERTY LINE AND ON NEARBY STREETS, DRIVEWAYS, RESIDENCES, AND OVERHEAD SKY GLOW. NO LIGHTING SOURCE SHALL BE VISIBLE FROM WINDOWS, STREET AND DRIVEWAYS, NOR SHALL LIGHTING SHINE DIRECTLY INTO OR REFLECT INTO WINDOWS OR ONTO STREETS AND DRIVEWAYS TO INTERFERE WITH DRIVER VISION. NO LIGHTING SHALL BE OF A YELLOW, RED, GREEN OR BLUE BEAM NOR BY A ROTATING, PULSATING OR OTHER INTERMITTENT FREQUENCY. THE INTENSITY OF LIGHT, SHIELDING, DIRECTION AND REFLECTION OF LIGHTING AND SIMILAR CHARACTERISTICS SHALL BE SUBJECT TO SITE PLAN APPROVAL BY THE APPROVING AUTHORITY.

§ 22-516 COMPLIES SEE PLANS

EACH DRIVE SHALL HANDLE NO MORE THAN TWO LANES OF TRAFFIC IN EACH DIRECTION, BE AT LEAST 50 FEET FROM THE STREET LINE OF ANY INTERSECTING STREET AND BE AT LEAST 20 FEET FROM ANY PROPERTY LINE. THE WIDTH OF THE CURB CUT SHALL BE DETERMINED BY THE TYPE TRAFFIC AND THE NUMBER OF LANES OF TRAFFIC. DRIVEWAYS WITH WIDTHS EXCEEDING 24 FEET SHALL BE REVIEWED, GIVING CONSIDERATION TO THE WIDTH, CURBING, DIRECTION OF TRAFFIC FLOW, RADII AND CURVES AND TRAFFIC LANE DIVIDER. CURBING SHALL BE EITHER DEPRESSED AT THE DRIVEWAY OR ROUNDED AT THE CORNERS WITH THE SAME ACCESS DRIVE CONNECTED TO THE STREET IN THE SAME MANNER AS ANOTHER STREET.

§ 22-520.1 WAIVER

7.2' FROM PROP. LINE DRIVEWAY WIDTH >24'

NO CURBING

PARKING AND LOADING AREAS FOR APARTMENT, TOWNHOUSE, COMMERCIAL AND INDUSTRIAL USES SHALL BE BUFFERED FROM ADJOINING STREETS AND

SINGLE-FAMILY RESIDENTIAL ZONING DISTRICTS IN A MANNER MEETING THE OBJECTIVES OF SECTION 22-505, BUFFERS.

§ 22-520.3 WAIVER 7.2'

OFF-STREET PARKING SPACES SHALL BE EITHER NINE OR 10 FEET WIDE, EXCEPT THAT SPACES SERVING RETAIL USES SHALL BE A MINIMUM OF 10 FEET WIDE.

PARKING SPACES SHALL BE A MINIMUM OF 20 FEET IN LENGTH. BARRIER-FREE PARKING REQUIREMENTS SHALL BE IN ACCORDANCE WITH CURRENT NEW JERSEY UNIFORM CONSTRUCTION CODE (NJUCC).

§ 22-520.5 COMPLIES 9' X 20'

WHERE REQUIRED, SIDEWALKS SHALL BE AT LEAST FOUR FEET WIDE AND MAY BE CONSTRUCTED OF CONCRETE, BRICK OR BITUMINOUS MATERIAL, AS DETERMINED BY THE APPROVING AUTHORITY. IF CONSTRUCTED OF CONCRETE, SIDEWALKS SHALL BE AT LEAST FOUR INCHES THICK, EXCEPT AT POINTS OF VEHICULAR CROSSING, WHERE THEY SHALL BE AT LEAST SIX INCHES THICK, OF CLASS B CONCRETE HAVING A TWENTY-EIGHT-DAY COMPRESSIVE STRENGTH OF 4,000 POUNDS PER SQUARE INCH AND SHALL BE AIR-ENTRAINED. IF CONSTRUCTED OF BITUMINOUS MATERIALS, THEY SHALL ADHERE TO THE BIKEWAY STANDARDS.

WHERE SIDEWALKS CROSS CURBS, CURB RAMPS SHALL BE PROVIDED AS OUTLINED IN SECTION 22-507, CURBS. PREFORMED EXPANSION JOINT MATERIAL SHALL BE PLACED ON CONCRETE SIDEWALKS AT TWENTY-FOOT MAXIMUM INTERVALS AND WHERE SIDEWALKS ABUT CURBING OR A STRUCTURE.

SIGHT TRIANGLES SHALL BE REQUIRED AT EACH QUADRANT OF AN INTERSECTION OF STREETS AND AT INTERSECTIONS OF STREETS AND DRIVEWAYS ACCESSING NONRESIDENTIAL PARKING AREAS. THE AREA WITHIN SIGHT TRIANGLES SHALL BE EITHER DEDICATED AS PART OF THE STREET RIGHT-OF-WAY OR MAINTAINED AS PART OF THE LOT ADJOINING THE STREET AND SET ASIDE ON ANY SUBDIVISION OR SITE PLAN AS A SIGHT TRIANGLE EASEMENT. WITHIN A SIGHT TRIANGLE, NO GRADING, PLANTING OR STRUCTURE SHALL BE ERECTED OR MAINTAINED MORE THAN 30 INCHES ABOVE THE CENTER LINE GRADE OF EITHER INTERSECTING STREET OR DRIVEWAY OR LOWER THAN EIGHT FEET ABOVE THEIR CENTER LINES, EXCLUDING STREET NAME SIGNS AND OFFICIAL TRAFFIC REGULATION SIGNS.

WHERE ANY STREET OR DRIVEWAY INTERSECTION INVOLVES EARTH BANKS OR VEGETATION, INCLUDING TREES, THE DEVELOPER SHALL TRIM SUCH VEGETATION AND TREES AS WELL AS ESTABLISH PROPER EXCAVATION AND GRADING TO PROVIDE THE SIGHT TRIANGLE. THE SIGHT TRIANGLE IS THAT AREA BOUNDED BY THE INTERSECTING STREET CENTER LINES AND A STRAIGHT LINE WHICH CONNECTS SIGHT POINTS LOCATED ON EACH OF THE TWO INTERSECTING STREET CENTER LINES 90 FEET FROM THE CENTERLINE INTERSECTION. A SIGHT TRIANGLE EASEMENT DEDICATION SHALL BE EXPRESSED ON THE PLAT AS FOLLOWS: "SIGHT TRIANGLE EASEMENT SUBJECT TO GRADING, PLANTING AND CONSTRUCTION RESTRICTIONS AS PROVIDED FOR IN THE SPRING LAKE HEIGHTS DEVELOPMENT REGULATIONS ORDINANCE."

DATA REQUIRED. A PLAN SHOWING THE AREA(S) OF SOIL REMOVAL, SOIL DISTURBANCE AND LAND GRADING AND ESTABLISHING THE MEANS FOR

CONTROLLING SOIL EROSION AND SEDIMENTATION FOR EACH SITE OR PORTION OF A SITE WHEN DEVELOPED IN STAGES.

§ 22-527.3 N/A N/A

LANDSCAPING IN PARKING AND LOADING AREAS SHALL BE SHOWN ON THE NATURAL RESOURCES PORTION OF THE SITE PLAN. TREES SHALL BE STAGGERED AND/OR SPACED SO AS NOT TO INTERFERE WITH DRIVER VISION, HAVE BRANCHES NO LOWER THAN SIX FEET ABOVE GRADE AND BE PLACED AT THE RATE OF AT LEAST ONE TREE FOR EVERY 10 PARKING SPACES. ALL AREAS BETWEEN THE PARKING AREA AND THE BUILDING SHALL BE LANDSCAPED WITH TREES, SHRUBS AND GROUND COVER. ANY PLANTINGS WHICH DO NOT LIVE SHALL BE REPLACED WITHIN ONE YEAR OR ONE SEASON.

§ 22-520.9 WAIVER

AREA BETWEEN PARKING AND BUILDING IS TO REMAIN IN EXISTING STATE. NO PLANTINGS HAVE BEEN PROVIDED BETWEEN BUILDING AND PARKING AREA.

ADA PARKING REQUIREMENTS

ITEM PROPOSED

PROPOSED PARKING SPACES 26

REQUIRED ADA SPACES 2

PROPOSED ADA SPACES 2