Civil Plans October 22 4933 3434 73811

S:\PROJECTS\GOMESGR24-223 - 525 NORTHFIELD AVE. WEST ORANGE NJ\CAD\SITE\24-223 C-001 COVER SHEET.DWGCHRISTINA OCASIOPLOTTED:10/22/2025 4:06 PM ENGINEER OF RECORD ANTHONY FACCHINO, PE, PLS NJ LIC 24GB04258500 NJ State Board Of Architects Authorization No. 21AC00016100 NJ State Board Of Engineers & Land Surveyors Authorization No. 24GA28053000 KizelJarmelARCHITECTS AND ENGINEERS INC. 42 OKNER PARKWAY LIVINGSTON, NEW JERSEY 07039 TEL: 973-994-9669 FAX: 973-994-4069 www.jarmelkizel.com Architecture Engineering Interior Design Implementation Services Initial Date: Scale: Approved By: Project Number: Drawn By: Project: Drawing Number: Drawing Name: ISSUE DESCRIPTIONNO. DATE INT. DATENO. INT.DESCRIPTION REVISION MATTHEW B. JARMEL, AIA, MBA RICHARD A. JARMEL, PE IRWIN H. KIZEL, AIA, PP PRINCIPALS ARCHITECTS & ENGINEERS BEATRIZ BARRERES, RA JEREMY D. BOYER, AIA ANDRZEJ B. BRZOZOWSKI, PE RUIQIN CHEN, PE SHANNON CROWNOVER, PE THOMAS DAFONSECA, PE ANDRE E. DIBI, PE ANTHONY FACCHINO, PE, PLS, PP GERARD P. GESARIO, PE JONATHAN KUYBIDA, AIA KAROLINA PODKANOWICZ, AIA RENATA MALDONADO E REZENDE, AIA, LEED AP CHERYL SCHWEIKER, AIA STEVEN J. VAZ, PE SOFIA BY GOMES PRELIMINARY / FINAL SITE PLAN OF 525 NORTHFIELD AVENUE WEST ORANGE, ESSEX COUNTY, NJ TAX MAP #94, BLOCK 159.04 LOT 1.01 GOMESGR24-223 AF OCTOBER 22, 2025 OF 15 SOFIA BY GOMES PRELIMINARY / FINAL SITE PLAN FOR LOCATION MAP APPROVALS I HAVE REVIEWED THIS SITE PLAN AND CERTIFY THAT IT MEETS ALL CODES AND ORDINANCES UNDER MY JURISDICTION. …………………………………………………………………………….................... (MUNICIPAL ENGINEER) (DATE) APPROVED BY THE PLANNING BOARD …………………………………………………………………………………….......... (CHAIRMAN) (DATE) …………………………………………………………………………………….......... (SECRETARY) (DATE) PROJECT CONTACTS APPLICANT: SOFIA BY GOMES LLC 91 KOSSUTH STREET NEWARK, NJ 07105 OWNER: SOFIA BY GOMES LLC 91 KOSSUTH STREET NEWARK, NJ 07105 LAND USE ATTORNEY: MARSHA MOORE, ESQ POST POLAK 425 EAGLE ROCK AVE, SUITE 200 ROSELAND, NJ 07068 ENGINEER: ANTHONY FACCHINO, PE JARMEL KIZEL ARCHITECTS AND ENGINEERS, INC. 42 OKNER PARKWAY LIVINGSTON, NJ 07039 ARCHITECT: MATTHEW B. JARMEL, AIA JARMEL KIZEL ARCHITECTS AND ENGINEERS, INC. 42 OKNER PARKWAY LIVINGSTON, NJ 07039 SURVEYOR: MICHAEL PRONESTI, PLS PRONESTI SURVEYING, INC. 870 POMPTON AVE, SUITE B1 CEDAR GROVE, NJ 07009 525 NORTHFIELD AVENUE TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NEW JERSEY BLOCK 159.04, LOT

07039 SURVEYOR: MICHAEL PRONESTI, PLS PRONESTI SURVEYING, INC. 870 POMPTON AVE, SUITE B1 CEDAR GROVE, NJ 07009 525 NORTHFIELD AVENUE TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NEW JERSEY BLOCK 159.04, LOT 1.01 AF AS NOTED COVER SHEET C-0011 PROJECT SITE 0 SCALE: 1"=100' 100 200 400 ft. DRAWING INDEX SHEET NO. DRAWING NO. DRAWING NAME DATE LAST REV. DATE 1 C-001 COVER SHEET 2 C-002 KEY MAP AND NOTES 3 C-100 EXISTING CONDITIONS AND DEMOLITION PLAN 4 C-300 SITE LAYOUT PLAN 5 C-400 GRADING PLAN 6 C-500 UTILITY PLAN 7 C-600 LANDSCAPE PLAN 8 C-700 LIGHTING PLAN 9 C-800 SOIL EROSION & SEDIMENT CONTROL PLAN 10 C-850 SOIL EROSION & SEDIMENT CONTROL NOTES & DETAILS 11 C-900 CONSTRUCTION DETAILS 12 C-901 CONSTRUCTION DETAILS 13 C-902 CONSTRUCTION DETAILS 14 C-903 CONSTRUCTION DETAILS 15 SLP-1 STEEP SLOPE MAP 500'

R-5 ZONE R-1 ZONE B-2 ZONE B-2 ZONE R-6 ZONE R-2 ZONE R-5 ZONE R-4 ZONE BLOCK 161 LOT 1 BLOCK 163 LOT 13 BLOCK 159.01 0 SCALE: 1"=100' 100 200 400 ft. AF AS NOTED KEY MAP AND NOTES C-0022 S:\PROJECTS\GOMESGR24-223 - 525 NORTHFIELD AVE. WEST ORANGE NJ\CAD\SITE\24-223 C-002 NOTES.DWGCHRISTINA OCASIOPLOTTED:10/22/2025 4:09 PM ENGINEER OF RECORD ANTHONY FACCHINO, PE, PLS NJ LIC 24GB04258500 NJ State Board Of Architects Authorization No. 21AC00016100 NJ State Board Of Engineers & Land Surveyors Authorization No. 24GA28053000 KizelJarmelARCHITECTS AND ENGINEERS INC. 42 OKNER PARKWAY LIVINGSTON, NEW JERSEY 07039 TEL: 973-994-9669 FAX: 973-994-4069 www.jarmelkizel.com Architecture Engineering Interior Design Implementation Services Initial Date: Scale: Approved By: Project Number: Drawn By: Project: Drawing Number: Drawing Name: ISSUE DESCRIPTIONNO. DATE INT. DATENO. INT.DESCRIPTION REVISION MATTHEW B. JARMEL, AIA, MBA RICHARD A. JARMEL, PE IRWIN H. KIZEL, AIA, PP PRINCIPALS ARCHITECTS & ENGINEERS BEATRIZ BARRERES, RA JEREMY D. BOYER, AIA ANDRZEJ B. BRZOZOWSKI, PE RUIQIN CHEN, PE SHANNON CROWNOVER, PE THOMAS DAFONSECA, PE ANDRE E. DIBI, PE ANTHONY FACCHINO, PE, PLS, PP GERARD P. GESARIO, PE JONATHAN KUYBIDA, AIA KAROLINA PODKANOWICZ, AIA RENATA MALDONADO E REZENDE, AIA, LEED AP CHERYL SCHWEIKER, AIA STEVEN J. VAZ, PE SOFIA BY GOMES PRELIMINARY / FINAL SITE PLAN OF 525 NORTHFIELD AVENUE WEST ORANGE, ESSEX COUNTY, NJ TAX MAP #94, BLOCK 159.04 LOT 1.01 GOMESGR24-223 AF OCTOBER 22, 2025 OF 15 TAX MAP GENERAL NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT DOOR LOCATIONS. 2. ALL CONSTRUCTION IS TO BE PERFORMED IN CONFORMANCE WITH ALL APPLICABLE LOCAL, COUNTY, STATE, AND FEDERAL CODES. 3. CONSTRUCTION MATERIALS AND METHODS NOT OTHERWISE SPECIFIED OR SHOWN HEREIN SHALL CONFORM TO NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION AND AMENDMENTS). 4. THESE PLANS DEPICT THE SITE WORK IMPROVEMENTS FOR THIS PROJECT. THE GENERAL CONTRACTOR (G.C.) SHALL FURNISH, INSTALL, TEST AND COMPLETE ALL WORK TO THE SATISFACTION OF THE ENGINEER AND OWNER IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE G.C. SHALL BE SOLELY RESPONSIBLE FOR MEANS AND METHODS, TECHNIQUES, SEQUENCE OF CONSTRUCTION AND PROJECT SITE SAFETY. AS SUCH, THESE PLANS ARE NOT INTENDED TO REPRESENT SPECIFIC INSTRUCTIONS REQUIRED FOR SITE WORK CONSTRUCTION. THE G.C. SHALL BE RESPONSIBLE TO

NIQUES, SEQUENCE OF CONSTRUCTION AND PROJECT SITE SAFETY. AS SUCH, THESE PLANS ARE NOT INTENDED TO REPRESENT SPECIFIC INSTRUCTIONS REQUIRED FOR SITE WORK CONSTRUCTION. THE G.C. SHALL BE RESPONSIBLE TO CONSTRUCT ALL IMPROVEMENTS DEPICTED ON THESE PLANS IN ACCORDANCE WITH ALL APPLICABLE RULES, REGULATIONS AND LAWS IN EFFECT AT THE TIME OF CONSTRUCTION. 5. THE G.C. SHALL ACCEPT THE SITE AS IS. THE G.C. SHALL ASSESS CONDITIONS, AND THE KIND, QUALITY AND QUANTITY OF WORK REQUIRED. THE OWNER MAKES NO GUARANTEE IN REGARD TO THE ACCURACY OF ANY AVAILABLE INFORMATION WHICH WAS OBTAINED DURING INVESTIGATIONS. THE G.C. SHALL MAKE A THOROUGH INSPECTION OF THE SITE IN ORDER TO REVEAL EXISTING CONDITIONS, CORRELATE CONDITIONS WITH THE DRAWINGS AND RESOLVE ANY POSSIBLE CONSTRUCTION CONFLICTS WITH THE OWNER AND ENGINEER PRIOR TO BIDDING, ORDERING MATERIALS, AND COMMENCEMENT OF WORK. THE G.C. SHALL MAKE ADDITIONAL TOPOGRAPHIC SURVEYS THEY DEEM NECESSARY, PROVIDED THEY ARE COORDINATED WITH THE OWNER. ANY CONDITIONS DETERMINED BY THE G.C. THAT DIFFER FROM THE INFORMATION SHOWN ON THE DRAWINGS THAT ARE NOT BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER PRIOR TO THE START OF WORK SHALL NOT BE CONSIDERED GROUNDS FOR ADDITIONAL PAYMENT OR CHANGES TO THE CONTRACT DURATION, OR ANY OTHER CLAIMS AGAINST THE OWNER OR OWNER'S ENGINEER. 6. THE G.C. SHALL PROVIDE WRITTEN REQUESTS FOR INFORMATION (RFI) TO THE OWNER AND ENGINEER PRIOR TO THE CONSTRUCTION OF ANY SPECIFIC SITE WORK ITEM. THE (RFI) SHALL BE IN A FORM ACCEPTABLE TO OWNER AND ENGINEER AND SHALL ALLOW FOR A MINIMUM OF TWO WORK DAYS OR ADDITIONAL REASONABLE TIME FOR A WRITTEN REPLY. RFIS SHALL BE NUMBERED CONSECUTIVELY BY DATE SUBMITTED. THE G.C. SHALL BE SOLELY RESPONSIBLE FOR SITE WORK ITEMS CONSTRUCTED DIFFERENTLY THAN INTENDED OR AS DEPICTED ON THE PLANS. 7. THE G.C. IS RESPONSIBLE TO CONTACT NEW JERSEY ONE CALL NOT LESS THAN 3 BUSINESS DAYS AND NOT MORE THAN 10 BUSINESS DAYS PRIOR TO THE BEGINNING OF ANY EXCAVATION OR DEMOLITION. NEW JERSEY ONE CALL INFORMATION - PHONE: 1-800-272-1000, WEB: WWW.NJ1-CALL.ORG. 8. THE G.C. SHALL SUPERVISE AND DIRECT THE WORK, USING THE G.C.'S BEST SKILL AND ATTENTION. THE G.C. SHALL BE SOLELY RESPONSIBLE AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND JOB SITE SAFETY. 9. THE MUNICIPAL ENGINEER MUST BE NOTIFIED ONE WEEK PRIOR TO THE CONSTRUCTION OF ANY CURBING,

RESPONSIBLE AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND JOB SITE SAFETY. 9. THE MUNICIPAL ENGINEER MUST BE NOTIFIED ONE WEEK PRIOR TO THE CONSTRUCTION OF ANY CURBING, SIDEWALKS, PAVEMENT GRADING, OR OTHER UTILITIES. 10. THE G.C. MUST NOTIFY THE DESIGN ENGINEER IN WRITING OF ANY CONDITION OF CONFLICTS THAT WILL ALTER THE INTENT OF THE DESIGN HEREIN. 11. THE G.C. IS REQUIRED TO REMOVE ALL UNSUITABLE MATERIALS FROM THE SITE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL REGULATIONS. 12. ALL PROPOSED IMPROVEMENTS TO BE IN ACCORDANCE WITH CURRENT ADA AND NY BARRIER FREE CODE REQUIREMENTS. 13. THE G.C. IS SUBJECT TO ALL APPLICABLE RULES, REGULATIONS, ORDINANCES AND STATUTES OF THE TOWNSHIP OF HANOVER, MORRIS COUNTY AND STATE OF NEW JERSEY AND ANY OTHER JURISDICTION. 14. THE G.C. SHALL REPLACE ALL CURBING ALONG THE SITE FRONTAGE THAT THEY DAMAGE (AS DIRECTED BY THE TOWNSHIP OR COUNTY, AS APPLICABLE). SPECIAL NOTES: 1. SOIL EROSION AND SEDIMENT CONTROL MEASURES AS APPROPRIATE TO BE INSTALLED BEFORE BEGINNING DEMOLITION WORK. 2. ALL WORK WITHIN THE STATE RIGHT-OF-WAY TO MEET THE STANDARDS OF NJDOT. 3. CONTRACTOR TO OBTAIN APPROPRIATE STATE PERMITS BEFORE BEGINNING WORK IN STATE RIGHT-OF-WAY. 4. IF ANY UNDERGROUND STORAGE TANKS ARE ENCOUNTERED DURING DEMOLITION, THEY SHELL BE REMOVED AS PER LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS. 5. TERMINATION AND CAPPING OF EXISTING UTILITY LINES TO BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF EACH UTILITY ENTITY. 6. ALL STRIPING AND TRAFFIC SIGNAGE SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD). DEMOLITION NOTES: 1. THE GENERAL CONTRACTOR (G.C.) SHALL VISIT THE SITE TO VERIFY EXISTING CONDITIONS AND SHALL VERIFY ALL DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY QUESTIONS IN REGARD TO THE DRAWINGS. 2. IT IS THE G.C.'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES AS REQUIRED PRIOR TO DEMOLITION. 3. THE G.C. IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL AND DISPOSING IN A LEGAL MANNER IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES, OF ALL CONCRETE PADS, ASPHALT PARKING, CURBS, ETC, SUCH THAT ALL THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. 4. THE G.C. SHALL BE RESPONSIBLE FOR NECESSARY DISCONNECTS OF THE EXISTING UTILITY AND RECONNECTION SHALL BE INCLUDED. 5. THE G.C. IS DESIGNATED

EMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. 4. THE G.C. SHALL BE RESPONSIBLE FOR NECESSARY DISCONNECTS OF THE EXISTING UTILITY AND RECONNECTION SHALL BE INCLUDED. 5. THE G.C. IS DESIGNATED TO MAKE REMOVALS AND DISPOSAL OF THE MATERIALS IS THEIR RESPONSIBILITY. 6. THE G.C. SHALL KEEP THE PROJECT SITE FREE OF DEBRIS AND MAKE FINAL CLEAN UP TO THE SATISFACTION OF THE OWNER. 7. THE G.C. SHALL CARRY OUT THE WORK OF THIS CONTRACT PLACING THE SAFETY AND PROTECTION OF THE SURROUNDING COMMUNITY AND PROPERTY AT THE HIGHEST PRIORITY. 8. THE G.C. SHALL IMPLEMENT ALL NECESSARY MEASURES TO PROTECT ADJACENT AND ON-SITE PROPERTY, STRUCTURES AND UTILITIES THAT ARE TO REMAIN INTACT WHILE PERFORMING THE SPECIFIED WORK. 9. THE G.C. SHALL ENSURE FREE AND SAFE PASSAGE OF PERSONS AROUND THE AREA OF THE DEMOLITION AS DIRECTED BY THE OWNER AND THE MUNICIPAL OFFICIALS. THE OWNER'S REPRESENTATIVE IS NOT RESPONSIBLE FOR PROJECT SITE SAFETY. 10. ALL SIDEWALK, CURBS, DRIVEWAYS, PIPES, STRUCTURES TO REMAIN SHALL BE PROTECTED FROM DAMAGE BY THE G.C.. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE G.C. AT THEIR EXPENSE. 11. THE G.C. SHALL BE RESPONSIBLE TO PROVIDE TRAFFIC CONTROL DEVICES REQUIRED BY THE MUNICIPALITY AND LOCAL AGENCIES. 12. PULVERIZED CONCRETE OR MASONRY SHALL NOT BE USED AS BACKFILL MATERIAL. 13. IF ANY HAZARDOUS MATERIALS ARE ENCOUNTERED THE OWNER/ENGINEER SHALL BE NOTIFIED IN WRITING IMMEDIATELY. 14. THE G.C. SHALL BE RESPONSIBLE EACH DAY TO INSPECT AND REMOVE ALL DIRT, GRAVEL AND LOOSE MATERIAL DUMPED, SPILLED, ETC FROM THE CONSTRUCTION SITE ONTO OTHER SITES, ROW, PUBLIC OR PRIVATE STREET. 15. THE G.C. SHALL REDUCE THE AIRBORNE DUST DURING THE DEMOLITION AND MAINTAIN EROSION CONTROL DEVICES REFER TO C-800. 16. THE G.C. IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE G.G. IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 17. SHOULD REMOVAL AND/OR RELOCATION ACTIVITIES DAMAGE FENCING, CURBING, PAVEMENT, LIGHTING AND/OR STORM INLETS STRUCTURES, THEN THE G.C. SHALL PROVIDE NEW MATERIALS/STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ALL CONSTRUCTION MATERIALS SHALL BE NEW. 18. THE G.C. MAY LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS

L PROVIDE NEW MATERIALS/STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ALL CONSTRUCTION MATERIALS SHALL BE NEW. 18. THE G.C. MAY LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, CURBING, ETC., THE G.C. SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 19. THE G.C. SHALL REPLACE ALL CURBING ALONG THE SITE FRONTAGE THAT THEY DAMAGE (AS DIRECTED BY THE TOWNSHIP OR COUNTY, AS APPLICABLE). 20. DEMOLITION PLAN IS PROVIDED FOR GENERAL REFERENCE AND MAY NOT IDENTIFY ALL ITEMS TO BE DEMOLISHED, THE CONTRACTOR SHALL DEMOLISH AND REMOVE ALL ITEMS AS NECESSARY TO CONSTRUCT THE PROJECT. 21. THE G.C. IS RESPONSIBLE FOR ALL UTILITY TEST PITS. GRADING AND DRAINAGE PLAN NOTES: 1. THE GENERAL CONTRACTOR (G.C.) IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON SURVEY AND, WHERE POSSIBLE MEASUREMENTS SHOULD BE TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE G.C. MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE G.C. TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE G.C. SHALL REFER TO ARCHITECTURAL & MEP PLANS AND SPECIFICATIONS FOR ACTUAL LOCATIONS OF ALL UTILITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, DOMESTIC AND FIRE PROTECTION WATER SERVICE, ELECTRICAL, TELEPHONE AND GAS SERVICE. THE G.C. SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND TO ENSURE PROPER DEPTHS ARE ACHIEVED AS WELL AS COORDINATING WITH THE UTILITY COMPANIES AS TO LOCATION AND SCHEDULING OF CONNECTIONS TO THEIR FACILITIES. 3. EXCAVATED MATERIAL CONTAINING ROCK OR STONE GREATER THAN SIX (6) INCHES IN LARGEST DIMENSION IS UNACCEPTABLE AS FILL TO WITHIN THE PROPOSED BUILDING AND PAVING AREA. 4. ROCK OR STONE LESS THAN SIX (6) INCHES IN LARGEST DIMENSION IS ACCEPTABLE AS FILL TO WITHIN TWENTY-FOUR (24) INCHES OF SURFACE OF PROPOSED SURGED WHEN MIXED WITH SUITABLE MATERIAL AS PERMITTED BY THE OWNER'S GEOTECHNICAL ENGINEER. 5. ROCK OR STONE LESS THAN TWO (2) INCHES IN LARGEST DIMENSION AND MIXED WITH SUITABLE MATERIAL IS ACCEPTABLE AS FILL WITHIN THE

TH SUITABLE MATERIAL AS PERMITTED BY THE OWNER'S GEOTECHNICAL ENGINEER. 5. ROCK OR STONE LESS THAN TWO (2) INCHES IN LARGEST DIMENSION AND MIXED WITH SUITABLE MATERIAL IS ACCEPTABLE AS FILL WITHIN THE UPPER TWENTY-FOUR (24) INCH OF PROPOSED SUBGRADE AS PERMITTED BY THE OWNER'S GEOTECHNICAL ENGINEER. 6. ALL SITEWORK AND EARTHWORK OPERATIONS CONDUCTED ON THE SITE TO BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY THE OWNER'S GEOTECHNICAL ENGINEER AND DATED. 7. COMPACTION CRITERIA FOR FILL PLACED IN THE FOLLOWING AREAS SHALL MEET OR EXCEED THE FOLLOWING MINIMUM PERCENTAGE OF MAXIMUM MODIFIED PROCTOR DRY DENSITY AS DETERMINED BY ASTM D-1557 USED ON REPRESENTATIVE SOIL SAMPLES, UNLESS MORE STRINGENT CRITERIA GIVEN ELSEWHERE: FILL AREA STANDARD PROCTOR DRY DENSITY SIDEWALKS 95% PAVEMENTS AND ROADWAYS 95% LANDSCAPE AREAS 93% TRENCH BACKFILL SAME AS SURROUNDING AREA 8. PROTECT SUBGRADE FROM EXCESSIVE WHEEL LOADING DURING CONSTRUCTION, INCLUDING TRUCKS AND DUMP TRUCKS. 9. REMOVE AREAS OF FINISHED SUBGRADE FOUND TO HAVE INSUFFICIENT COMPACTION DENSITY TO DEPTH NECESSARY AND REPLACE IN A MANNER THAT WILL COMPLY WITH COMPACTION REQUIREMENTS BY USE OF MATERIAL EQUAL TO OR BETTER THAN BEST SUBGRADE MATERIAL ON SITE. SURFACE OF SUBGRADE AFTER COMPACTION SHALL BE HARD, UNIFORM, SMOOTH, STABLE, AND TRUE TO GRADE AND CROSS-SECTION. 10. GRADE ALL AREAS WHERE FINISH GRADE ELEVATIONS OR CONTOURS ARE INDICATED ON DRAWINGS, OTHER THAN PAVED AREAS AND BUILDINGS, INCLUDING EXCAVATED AREAS, FILLED AND TRANSITION AREAS, AND LANDSCAPED AREAS. GRADED AREAS SHALL BE UNIFORM AND SMOOTH, FREE FROM ROCK, DEBRIS, OR IRREGULAR SURFACE CHANGES. FINISHED SUBGRADE SURFACE SHALL NOT BE MORE THAN 0.10 FEET ABOVE OR BELOW ESTABLISHED FINISHED SUBGRADE ELEVATION, AND ALL GROUND SURFACES SHALL VARY UNIFORMLY BETWEEN INDICATED ELEVATIONS. FINISH DITCHES SHALL BE GRADED TO ALLOW FOR PROPER DRAINAGE WITHOUT PONDING AND IN A MANNER THAT WILL MINIMIZE EROSION POTENTIAL. 11. ALL CONCRETE, UNLESS OTHERWISE NOTED OR SPECIFIED BY REGULATORY AUTHORITIES, SHALL BE 4,000 PSI. 12. REPRESENTATIVES OF THE MUNICIPALITY SHALL HAVE THE RIGHT TO INSPECT THE DRAINAGE FACILITIES LOCATED ON THE PROPOSED LOT FROM TIME TO TIME AS DEEMED SCHEDULED. 13. CATCH BASINS SHALL BE CLEANED OUT PERIODICALLY TO PREVENT THE BUILDUP OF SEDIMENT AND DEBRIS IN STRUCTURES. 14. ROOF LEADER CLEANOUTS LOCATED

HE PROPOSED LOT FROM TIME TO TIME AS DEEMED SCHEDULED. 13. CATCH BASINS SHALL BE CLEANED OUT PERIODICALLY TO PREVENT THE BUILDUP OF SEDIMENT AND DEBRIS IN STRUCTURES. 14. ROOF LEADER CLEANOUTS LOCATED IN GRASSED AREAS SHALL BE PLASTIC SCREW CAPS WHILE ROOF LEADER CLEANOUTS LOCATED WITHIN CONCRETE AREAS SHALL BE FLUSH BRASS CAPS. UTILITY NOTES: ROAD OPENING PERMITS REQUIRED WITHIN THE COUNTY R.O.W. TELEPHONE NOTES: 1. ALL UNDERGROUND TELEPHONE RELATED INSTALLATIONS SHALL BE COORDINATED BY THE CONTRACTOR WITH THE TELEPHONE COMPANY. 2. TELEPHONE CONDUIT SHALL BE SCH. 40 PVC OR AS REQUIRED BY THE TELEPHONE COMPANY. 3. MINIMUM TELEPHONE CONDUIT BURIAL DEPTH SHALL BE 18 INCHES, OR GREATER IF REQUIRED BY THE TELEPHONE COMPANY. 4. BUILDING CONTRACTOR SHALL ROUTE TELEPHONE SERVICE INSIDE OF THE BUILDING TO ONE COMMON FOR CONNECTION TO THE SITE TELEPHONE CONDUIT AS SHOWN ON THE PLANS. ELECTRICAL SERVICE NOTES: 1. ALL UNDERGROUND ELECTRICAL SERVICE RELATED INSTALLATIONS SHALL BE COORDINATED BY THE CONTRACTOR WITH THE ELECTRIC COMPANY. 2. ELECTRICAL CONDUIT SHALL BE SCH. 40 PVC OR AS REQUIRED BY THE ELECTRIC COMPANY. 3. MINIMUM ELECTRICAL CONDUIT BURIAL DEPTH SHALL24 INCHES MINIMUM TO TOP OF CONDUIT OR AS REQUIRED BY NEC 300-5, NEC 710-36 CODES, OR THE LOCAL UTILITY COMPANY REQUIREMENTS, WHICHEVER IS DEEPER. GAS NOTES: 1. ALL UNDERGROUND GAS RELATED INSTALLATIONS SHALL BE COORDINATED BY THE CONTRACTOR WITH THE GAS COMPANY. 2. GAS PIPING (SIZE AND MATERIAL) SHALL BE AS REQUIRED BY THE GAS COMPANY. 3. MINIMUM GAS PIPING BURIAL DEPTH SHALL BE 30 INCHES OR AS REQUIRED BY THE GAS COMPANY. SANITARY SEWER NOTES: 1. ALL SANITARY GRAVITY SEWER PIPE ON THE SITE SHALL BE SDR 35 PVC UNLESS NOTED OTHERWISE. 2. SEE DETAIL SHEET FOR BEDDING REQUIREMENTS. APPROVED BACKFILL FOR PIPE TRENCHES SHALL BE PLACED IN 8-INCH LAYERS AND COMPACTED WITH A MINIMUM OF 4 COVERAGES OF A VIBRO PLUS CM 20 OR EQUIVALENT. IN ADDITION, THE BACKFILL SHALL BE COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CARE SHOULD BE TAKEN TO FILL ALL VOIDS AROUND THE PIPE. BACKFILL SHALL CONSIST OF GRANULAR SOIL FREE FROM LUMPS, LARGE STONES, BOULDERS OR OTHER UNSUITABLE MATERIALS. 3. AT THE POINT WHERE THE PROPOSED SEWER CONSTRUCTION MEETS A LIVE OR EXISTING SEWER, THE NEW SEWER SHALL BE SECURELY PLUGGED UNTIL THE ENTIRE NEW SEWER CONSTRUCTION IS COMPLETED AND READY FOR FINAL INSPECTION. 4. THE CONTRACTOR SHALL

SEWER CONSTRUCTION MEETS A LIVE OR EXISTING SEWER, THE NEW SEWER SHALL BE SECURELY PLUGGED UNTIL THE ENTIRE NEW SEWER CONSTRUCTION IS COMPLETED AND READY FOR FINAL INSPECTION. 4. THE CONTRACTOR SHALL APPROPRIATELY NOTIFY THE ENGINEER, GOVERNMENTAL AGENCIES AND ALL OTHER APPROPRIATE AGENCIES WHEN WORK IS TO COMMENCE. 5. ALL AREAS DISTURBED BY CONSTRUCTION WILL BE RESTORED TO ORIGINAL CONDITION UPON COMPLETION OF WORK. 6. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR CONSTRUCTION. 7. THE LEAKAGE TEST FOR THE SEWER SHALL BE CONDUCTED IN ACCORDANCE WITH LOCAL SEWER SPECIFICATIONS. 8. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR CONSTRUCTION AND SUPPLY EQUIPMENT FOR ALL TESTS ON SANITARY SEWER LINES. 9. BUILDING CONTRACTOR SHALL INSTALL ALL BUILDING REQUIRED SANITARY LINES BENEATH THE BUILDING AND BENEATH THE ADJACENT CONCRETE PAD AREAS INCLUDING THE ROUTING OF BUILDING SANITARY SEWER PIPING TO ONE COMMON POINT FOR THE CONNECTION TO THE SITE SANITARY SEWER SYSTEM. PROJECT SITE Deed North 200 FOOT PROPERTY OWNERS LIST: ADDITIONAL VARIANCES PROPOSED WATER DEMAND CALCULATIONS PROPOSED SANITARY SEWER DEMAND CALCULATIONS 105 RESIDENTIAL UNITS (84(1BR)+ 16 (2BR) + 5 (3BR)) 105 RESIDENTIAL UNITS (84(1BR)+ 16 (2BR) + 5 (3BR)) 1 BR = 120 GAL/DAY, 2 BR = 175 GAL/DAY, 3 BR = 270 GAL/DAY 1 BR = 150 GAL/DAY, 2 BR = 225 GAL/DAY, 3 BR = 300 GAL/DAY RESIDENTIAL DEMAND/DAY = 84 UNITS x 120 GAL/DAY + 16 UNITS x 175 GAL/DAY + 5 UNIT x 270 GAL/DAY = 14,230 GAL/DAY RESIDENTIAL DEMAND/DAY = 84 UNITS x 150 GAL/DAY + 16 UNITS x 225 GAL/DAY + 5 UNIT x 300 GAL/DAY = 17,700 GAL/DAY NON RESIDENTIAL-3,500SF X 0.125GAL/SF = 438GPD NON RESIDENTIAL-3,500SF X 0.1 GAL/SF = 350GPD TOTAL WATER DEMAND/DAY = 14,230 GAL/DAY + 438 GAL/DAY = 14,668 GAL/DAY TOTAL SEWER DEMAND/DAY = 17,700 GAL/DAY + 350 GAL/DAY = 18,050 GAL/DAY