12 Site Plans 12 10 2025

JERSEY LICENSE No. 47863 NEW YORK LICENSE No. 092942 CONNECTICUT LICENSE No. 30024 PENNSYLVANIA LICENSE No. 76746 PROP FULL DEPTH ASPHALT PAVEMENT TOP OF BANK 50 FT NJDEP RIPARIAN BUFFER WIDTH PROP PERVIOUS ASPHALT PAVEMENT WETLAND BOUNDARY 50 FT WETLAND BUFFER WIDTH PROP MILL AND OVERLAY PAVEMENT FHA ELEVATION (BASED ON METHOD 3 DELINEATION) PROP CONCRETE SIDEWALK FHA PROP HEAVY-DUTY CONCRETE PAVEMENT PROP CONCRETE PAVEMENT SHEET TITLE: THIS PLAN TO BE UTILIZED FOR DRAINAGE AND UTILITIES PURPOSES ONLY. UTILITY PLAN REFER TO GENERAL NOTES AND LEGEND SHEET FOR ADDITIONAL NOTES, REFERENCES AND SPECIFICATIONS. 30 AS TGH TXL AWS TXL ISSUED FOR MUNICIPAL & FHA 371 REV. PER SCD COMMENTS. REV. PER TOWNSHIP 12/10/2025 COMMENTS Callbefore you dig. 17"E FHA A FH DRAWN BY CHECKED BY Know what's below. BLOCK 157 LOT 8.06 A FHA 09/17/2025 EXIST GAS SERVICE CONNECTION TO REMAIN (REFER TO MEP PLANS) (CONTRACTOR TO VERIFY LOCATION AND CONDITION OF EXISTING GAS SERVICE SYSTEM IN THE FIELD. CONTRACTOR TO VERIFY FEASIBILITY OF CONNECTION WITH PSE&G) 369 369 1 2 COMMENT CONTRACTOR TO VERIFY UNKNOWN EXIST UTILITY TYPE, SIZE, LOCATION, AND CONDITION IN THE FIELD FH 0'33"E CE DATE BLOCK 157 LOT 8.02 EXISTING BUILDING TO REMAIN N88° PLA REV ET&C N27°0 &C G:\2023\NJA230139.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-GDUL-NJA230139.00-2A----->LAYOUT: C-501 UTIL &C ET E APPROX LOCATION OF PROP SAWCUT LINE AND PAVEMENT REPAIR STRIP, AS REQUIRED APPROX LOCATION OF PROP SAWCUT LINE AND PAVEMENT REPAIR STRIP, AS REQUIRED BLOCK 157 LOT 5 N/F LANDS OF DIENER MT. PLEASANT ASSOCIATES LTD D.B. 12518, PG. 3496 FFE: 370.10 NT REVISIONS BLOCK 157 LOT 8.03 PROP RETAIL SPACE (± 17,245 SF FIRST FLOOR) (± 1,522 SF MEZZANINE) 184 PARKING STALLS '57" BLOCK 157 LOT 2 9 107 S84°16'57"W 109.05' 36 .12' N29°03'57"E 50.23' T FHA ASA EXIST LANDSCAPE WALL TO BE REPLACED IN KIND FOR UTILITY DISTURBANCE FHA EXIST WATER SERVICE CONNECTION TO REMAIN (REFER TO MEP PLANS) (CONTRACTOR TO VERIFY LOCATION AND CONDITION OF EXISTING WATER SERVICE SYSTEM IN THE FIELD. CONTRACTOR TO VERIFY FEASIBILITY OF CONNECTION WITH NJAW) CONTRACTOR TO VERIFY UNKNOWN EXIST UTILITY TYPE, SIZE, LOCATION, AND CONDITION IN THE FIELD CONTRACTOR TO CONFIRM LOCATION OF EXIST MONITORING WELLS AND COORDINATE RELOCATION WITH LSRP AS REQUIRED. °16 N84 CONTRACTOR TO

NKNOWN EXIST UTILITY TYPE, SIZE, LOCATION, AND CONDITION IN THE FIELD CONTRACTOR TO CONFIRM LOCATION OF EXIST MONITORING WELLS AND COORDINATE RELOCATION WITH LSRP AS REQUIRED. °16 N84 CONTRACTOR TO CONFIRM LOCATION OF EXIST MONITORING WELLS AND COORDINATE RELOCATION WITH LSRP AS REQUIRED. APPROX LOCATION OF ELECTRIC SERVICE CONNECTION. REFER TO MEP PLANS. PROP RAISED PAD MOUNTED TRANSFORMER PLE S57°30'47"E 101.63' &C FHA FHA FHA FHA FHA D FHA UNT PROP ETC CONNECTION TO EXIST UTILITY POLE. CONTRACTOR TO VERIFY FEASIBILITY OF CONNECTION WITH UTILITY PURVEYOR PRIOR TO CONSTRUCTION ET D FHA D 369 369 368 ET CONTRACTOR TO VERIFY UNKNOWN EXIST UTILITY TYPE, SIZE, LOCATION, AND CONDITION IN THE FIELD 368 C N28°06'13"E 46.04' MO ET & PROP SANITARY - STORM PIPE CROSSING. CONTRACTOR TO CONFIRM LOCATION, INVERTS, CLEARANCE, AND SLOPE OF EXIST SAN SEWER IN THE FIELD AND FEASIBILITY OF CROSSING WITH PROP STORM PIPE. CONTRACTOR TO NOTIFY ENGINEER OF RECORD PRIOR TO CONSTRUCTION IF CONFLICT ARISES. BLOCK 157 LOT 11 Dec 15, 2025 APPROX LOCATION OF EXISTING SANITARY SEWER LINE AND CONNECTION TO REMAIN. CONTRACTOR TO CONFIRM INVERT AND LOCATION OF EXISTING SANITARY SEWER IN THE FIELD PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY PRIOR TO CONSTRUCTION. S78°46'47"E 39.72'(D) 39.66' 170.11' PLEASA NT VAL LEY WA Y BLOCK 157 LOT 1 ' 170.23 ET&C CH N A R H BY RIVER T U O S HWA RA TM 1. S52°30'47"E 52.89'(D) 52.77' 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. 13. THE CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. 14. SEWERS CONVEYING SANITARY FLOW, COMBINED SANITARY AND STORMWATER FLOW, OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE

ZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION OVER SAME. WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED. 15. WHEN THESE PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM, SANITARY, UTILITIES, AND IRRIGATION LINES, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. THE CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4 STAKE, AND MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE PLAN, WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK. 16. STORM AND SANITARY PIPE LENGTHS INDICATED ARE NOMINAL AND ARE MEASURED FROM CENTER OF INLET AND/OR MANHOLES STRUCTURE TO CENTER OF STRUCTURE. 17. THE CONTRACTOR MUST NOTIFY, IN WRITING, THE MUNICIPAL ENGINEER AT LEAST THREE (3) BUSINESS DAYS PRIOR TO INSTALLATION OF SANITARY COMPONENTS. FAILURE TO HAVE SANITARY INSTALLATION AND TESTING OBSERVED BY THE DESIGNATED ENGINEER MAY REQUIRE RE-EXCAVATION OF SANITARY LINE, AND RE-TESTING, WHICH WILL BE DONE AT THE CONTRACTOR'S SOLE COST AND EXPENSE. 18. SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF REINFORCED CONCRETE, DUCTILE IRON OR OTHER SUITABLE MATERIAL. 19. SANITARY PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE CLEARLY INDICATED OTHERWISE. 20. FOR PIPES LESS THAN 12 FEET DEEP: POLYVINYL CHLORIDE (PVC) SDR 35 PER ASTM D3034. 21. FOR PIPES GREATER THAN 12 FEET DEEP: POLYVINYL CHLORIDE (PVC) SDR 26 PER ASTM D3034. 22. SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS CLEARLY INDICATED OTHERWISE. 23. UNLESS CLEARLY INDICATED OTHERWISE, ALL

12 FEET DEEP: POLYVINYL CHLORIDE (PVC) SDR 26 PER ASTM D3034. 22. SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS CLEARLY INDICATED OTHERWISE. 23. UNLESS CLEARLY INDICATED OTHERWISE, ALL STORM PIPES MUST BE REINFORCED CONCRETE PIPES (RCP) CLASS III WITH SILT/SOIL TIGHT JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M252 FOR PIPES 4" TO 10" AND TO AASHTO M294 FOR PIPES 12" TO 60" AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT/SOIL TIGHT JOINT. PIPE FOR ROOF DRAIN CONNECTION MUST BE HDPE SDR 26 OR PVC SCHEDULE 40 UNLESS INDICATED OTHERWISE. HDPE PIPE JOINT GASKETS MUST BE PROVIDED AND CONFORM TO ASTM F477. 24. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER COMPANY. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT-LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 25. GAS METERS MUST BE PROTECTED BY BOLLARDS AND FENCES IF INSTALLED WITHIN THE EXTERIOR OF THE BUILDING AS REQUIRED BY THE JURISDICTIONAL GAS PURVEYOR. 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 © BOHLER S (Rev. 3/2023) SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES W SOU TH B RAH RAN W AY RIVECH R BROOK PLACE E DRAINAGE AND UTILITY NOTES 15 7.5 0 SCALE: 1" = 30' SHEET NUMBER: 30 C-501 REVISION 2 - 12/10/2025

PROP. INLET FILTER (TYP) LOD LOWA-80 PROP TYPE B INLET GRT 367.60 INV OUT 364.42 (15") A-70 LO W LOW LOD LOD LOD LOW LOW LOW FS LOW LOW LOW LOD FHA LOD LOW LOD LOD LOD FH LOD LOD A LOD LO D LOD LOD LOD LOW LOW LOW 375 NJA230139.00-2A CRA / TGH TXL 08/14/2025 P-CIVL-PROP PROJECT: PRELIMINARY & FINAL MAJOR SITE PLAN MAP: 87 | BLK: 157 | LOT: 5 457 MOUNT PLEASANT AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY LOD W LO LOD FHA LOD LOD LOW LOW LOW LOD FHA FHALOD LOD FHA LOD 369 LOW LOW LOD FHA LOD LODFHA LOD LOW LOW P.O.B. SILT FENCE SF LIMIT OF DISTURBANCE LOD LIMIT OF WORK LOW TREE PROTECTION FENCE TPF D.B. 12518, PG. 3496 LOW LOW LOW LOWLOD LOWLOD LOW LOWLOD LOWLOD LOD LOW LOD FHA TM FHA PROP. STABILIZED CONSTRUCTION ENTRANCE (TYP) FHA ELEVATION = 369.9 FT BASED ON METHOD 3 DELINEATION BOHLER ENGINEERING NJ, LLC DunC HAY BALE SEDIMENT BARRIER 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 CONSTRUCTION ENTRANCE EXIST SOIL DELINEATION LINE PER WEB SOIL SURVEY (TYP) Phone: Fax: DUST CONTROL (908) 668-8300 (908) 754-4401 www.BohlerEngineering.com DC NJ CERT. OF AUTHORIZATION NO. 24GA28400600 & MH000122 MOUNT PLEASANT AVENUE SF SF SF LOW LOW LOD F TPW LO LOW FHA FHA LOD LO D LOW LOD W LO LOW LOD FHA LOD LOD FHA LOD LOW 369 LODFHA LOD LOW LOD LOD FS LOW PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROPOSED RETAIL STORE TEMPORARY STOCK PILE FH A SF HATCH LEGEND LEGEND PROPERTY LINE PROP FULL DEPTH ASPHALT PAVEMENT TOP OF BANK 50 FT NJDEP RIPARIAN BUFFER WIDTH PROP PERVIOUS ASPHALT PAVEMENT WETLAND BOUNDARY DuuB PROFESSIONAL ENGINEER DunC NEW JERSEY LICENSE No. 47863 NEW YORK LICENSE No. 092942 CONNECTICUT LICENSE No. 30024 PENNSYLVANIA LICENSE No. 76746 THIS PLAN TO BE UTILIZED FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY. SHEET TITLE: SOIL EROSION AND SEDIMENT CONTROL PLAN PROP MILL AND OVERLAY PAVEMENT 50 FT WETLAND BUFFER WIDTH FHA ELEVATION (BASED ON METHOD 3 DELINEATION) DUNELLEN - URBAN LAND 3 TO 8 PERCENT SLOPES HSG: A DUNELLEN SANDY LOAM 8 TO 15 PERCENT SLOPES HSG: A T. LAM SF LOD LOW 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 PROPOSED TREE PROTECTION FENCE FHA PROP CONCRETE SIDEWALK PROP HEAVY-DUTY CONCRETE

YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org PROPOSED TREE PROTECTION FENCE FHA PROP CONCRETE SIDEWALK PROP HEAVY-DUTY CONCRETE PAVEMENT PROP CONCRETE PAVEMENT AS Callbefore you dig. LEGEND LOW G:\2023\NJA230139.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-PROP-NJA230139.00-2A----->LAYOUT: C-801 EROS TGH TXL AWS TXL Know what's below. WHERE APPROPRIATE, TOPSOIL, SEED, HAY, AND STRAW MULCH SHALL BE APPLIED TO ENSURE LAWN GROWTH. LO D LOD Dec 15, 2025 REV. PER SCD COMMENTS. REV. PER TOWNSHIP 12/10/2025 COMMENTS SOIL MOVEMENT VEHICLES ARE NOT TO BE UTILIZED IN ANY WAY THAT WOULD DEPOSIT SOIL ON ANY STREET, SIDEWALK, PUBLIC SPACE, OR WITHIN ANY OTHER PRIVATE PROPERTY. LOW DuuB 09/17/2025 DRAWN BY CHECKED BY FOR BLOCK 157 LOT 8.01 LOW LOD D LOW LOD SESC GENERAL NOTES INLET FILTER 374 1 2 COMMENT EXISTING BUILDING TO REMAIN 373 LOW LOD LOW LOW FS THE SUBJECT SITE IS LOCATED IN PLANNING AREA-1 AND IS DEVELOPED UNDER EXISTING CONDITIONS. BASED ON THE NEW JERSEY DEPARTMENT OF AGRICULTURE STATE SOIL CONSERVATION COMMITTEE TECHNICAL BULLETIN, EFFECTIVE MARCH 2018, THE SOIL COMPACTION REQUIREMENTS ARE NOT APPLICABLE. LOD LOW SESC COMPACTION NOTE LIMIT OF PROP MILL AND OVERLAY PAVEMENT (TYP) LOW LOD LOW LOW LOW D 372 LO LOW FS TEMPORARY SOIL STOCKPILE (TYP) D W LOD LO FHA LO DATE THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. LO LOD LOW LOW LOW LOD LOW LOW LOD LOW IVER ET&C W LO FS LOD 370 REV AGENCY REVIEW & APPROVAL FS LOW LOW REVISIONS ISSUED FOR MUNICIPAL & FS AY R BLOCK 157 LOT 8.06 LOW FHA LOD RAHW 14. LOD LOD D LOD LOD 12. LOW LOD LOD LO LOD LOD LOD LOD F HA 11. A 371 PROP MILL AND OVERLAY PAVEMENT TO BE USED AS CONSTRUCTION ENTRANCE 9. NEW JERSEY GUIDELINES FOR EROSION AND SEDIMENT CONTROL EROSION CONTROL MEASURES MUST CONFORM TO THE UNLESS OTHERWISE NOTED, OR UNLESS ENGINEER CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: a. STABILIZE CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY

T BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: a. STABILIZE CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY STONE CONSTRUCTION ACCESS IS TO BE INSTALLED AT THE DESIGNATED LOCATION AS SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED ON-SITE. b. SILT FENCE - INSTALL SILT FENCE(S) AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEMPORARY FILL AREAS, AND SOIL STOCKPILES. c. INLET PROTECTION - IN ORDER TO REDUCE THE POTENTIAL FOR SEDIMENT TO ENTER THE STORMWATER SYSTEM, THE CONTRACTOR SHALL INSTALL INLET PROTECTION AROUND EACH INLET AS DRAINAGE STRUCTURES ARE INSTALLED. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA. d. TREE PROTECTION FENCE – THROUGH THE USE OF TREE PROTECTION FENCE, THE CONTRACTOR MUST MARK ALL EXISTING TREES AND SHRUBS WITHIN AND AROUND THE WORK AREA THAT ARE TO REMAIN. THE CONTRACTOR SHALL REFER TO THE TREE PROTECTION FENCE DETAILS HEREIN. e. SOIL STOCKPILES – STOCKPILES SHALL BE LIMITED TO 35’ MAX. HEIGHT AND SHOULD BE REMOVED OR UTILIZED FOR SITE CONSTRUCTION AS SOON AS PRACTICABLE. f. DUST CONTROL –SHOULD EXCESSIVE DUST BE GENERATED, THE CONTRACTOR MUST PROMPTLY USE AND APPLY WATER TO BARE SOIL SURFACES TO ELIMINATE, OR IF NOT POSSIBLE, MINIMIZE, BLOWING DUST. g. DEWATERING – THE CONTRACTOR MUST PERFORM DEWATERING IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS AND APPROVED PERMITS. IT IS THE CONTRACTOR’S RESPONSIBILITY TO OBTAIN AND PAY THE COSTS ASSOCIATED WITH ANY AND ALL NECESSARY DISCHARGE PERMITS ASSOCIATED WITH SAME. h. CONSTRUCTION WASTE MATERIAL STORAGE – THE CONTRACTOR MUST LOCATE CONSTRUCTION WASTE MATERIAL STORAGE AREAS TO MINIMIZE EXPOSURE TO STORMWATER. CONTRACTOR MUST IMMEDIATELY PLACE CONSTRUCTION WASTE IN ON-SITE STORAGE CONTAINERS UNTIL THAT CONSTRUCTION WASTE IS READY FOR OFF-SITE DISPOSAL. CONTRACTOR MUST MAINTAIN SPILL PREVENTION & RESPONSE EQUIPMENT AND MAKE SAME CONTINUOUSLY AVAILABLE ON-SITE FOR USE BY CONTRACTOR'S EMPLOYEES WHO MUST BE PROPERLY TRAINED IN THE APPLICATION OF SPILL PREVENTION & RESPONSE PROCEDURES. THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. CONTRACTOR MUST IMMEDIATELY CLEAR ANY SILT GREATER THAN 6" BEHIND THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT

CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. CONTRACTOR MUST IMMEDIATELY CLEAR ANY SILT GREATER THAN 6" BEHIND THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. THE TERM 'PERMANENT STABILIZATION' USED THROUGHOUT THIS SEQUENCE IS MEANT TO DESCRIBE THE PROPER PLACING, GRADING, CONSTRUCTING, REINFORCING, LINING, AND COVERING OF SOIL, ROCK, OR EARTH TO ENSURE THEIR PERMANENT RESISTANCE TO EROSION, SLIDING OR OTHER MOVEMENT. FOR AN EARTH DISTURBANCE TO BE PERMANENTLY STABILIZED, THE DISTURBED AREA SHALL BE COVERED WITH ONE OF THE FOLLOWING: A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER, WITH A DENSITY CAPABLE OF RESISTING ACCELERATED EROSION AND SEDIMENTATION; OR AN ACCEPTABLE BMP THAT PERMANENTLY MINIMIZES ACCELERATED EROSION AND SEDIMENTATION. BEFORE INITIATING ANY REVISION TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN OR REVISIONS TO OTHER PLANS WHICH MAY AFFECT THE EFFECTIVENESS OF THE APPROVED E&S CONTROL PLAN, THE OPERATOR MUST RECEIVE APPROVAL OF THE REVISIONS FROM THE CONSERVATION DISTRICT. THE OPERATOR SHALL ASSURE THAT THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IS PROPERLY AND COMPLETELY IMPLEMENTED. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO ELIMINATE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION. THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. AS SOON AS SLOPES, CHANNELS, DITCHES, AND OTHER DISTURBED AREAS REACH FINAL GRADE, THEY MUST BE STABILIZED. WHEN FINAL GRADE IS ACHIEVED DURING NON-GERMINATING MONTHS, THE AREA SHOULD BE MULCHED UNTIL THE BEGINNING OF THE NEXT PLANTING SEASON. AS DISTURBED AREAS WITHIN A PROJECT APPROACH FINAL GRADE, PREPARATIONS SHOULD BE MADE FOR SEEDING AND MULCHING TO BEGIN (I.E., ANTICIPATE THE COMPLETION DATE AND SCHEDULE THE SEEDER). IN NO CASE SHOULD AN AREA EXCEEDING 15,000 SQUARE FEET, WHICH IS TO BE STABILIZED BY VEGETATION, REACH FINAL GRADE WITHOUT BEING SEEDED AND MULCHED. WAITING UNTIL EARTHMOVING IS

SCHEDULE THE SEEDER). IN NO CASE SHOULD AN AREA EXCEEDING 15,000 SQUARE FEET, WHICH IS TO BE STABILIZED BY VEGETATION, REACH FINAL GRADE WITHOUT BEING SEEDED AND MULCHED. WAITING UNTIL EARTHMOVING IS COMPLETED BEFORE MAKING PREPARATIONS FOR SEEDING AND MULCHING IS NOT ACCEPTABLE. SEEDING AND MULCHING REQUIREMENTS ARE SPECIFIED HEREIN. ONCE AREAS HAVE REACHED PERMANENT STABILIZATION AND PRIOR TO DEMOBILIZATION, THE CONTRACTOR MUST REMOVE ALL TEMPORARY EROSION CONTROL MEASURES, AND ANY ACCUMULATED SILT OR DEBRIS. THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF-SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. A SITE CONSTRUCTION SEQUENCE IS PROVIDED AS A GUIDE FOR THE CONTRACTOR DURING CONSTRUCTION. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR MUST REVIEW THE SEQUENCE, AND ANY REQUESTED CHANGES AND THOSE REQUESTED CHANGES MUST BE REVIEWED AND APPROVED BY THE JURISDICTIONAL AGENCY. 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 CONTRACTOR MUST REFER TO THEM. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS’ SPECIFIC NOTES. INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER OR JURISDICTIONAL AGENCY SO REQUIRES, TO PREVENT THE DISCHARGE OF SEDIMENT LADEN RUNOFF FROM EXITING THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT STABILIZATION IS ESTABLISHED UNLESS INDICATED OTHERWISE IN LOCAL, STATE AND/OR FEDERAL PROJECT APPROVALS. THE COST OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. FH 0 A FH 8. BLOCK 157 LOT 8.02 13. LOW LOW LOD 37 CE FHA LOW LODLOW LOD FHA LOW LODLOW LOW PLA 5. 7. APPROX LOCATION OF PROP SAWCUT LINE AND PAVEMENT REPAIR STRIP, AS REQUIRED LOW LODLOW LOD ANCH LOD LOW LODLOW LOD LOW LODLOW A FH BLOCK 157 LOT 8.03 LOW LODLOW PROP C/O-230 INV. (IN): 367.07 INV. (OUT): 367.07 FHA NT LOW FHA PROP

T REPAIR STRIP, AS REQUIRED LOW LODLOW LOD ANCH LOD LOW LODLOW LOD LOW LODLOW A FH BLOCK 157 LOT 8.03 LOW LODLOW PROP C/O-230 INV. (IN): 367.07 INV. (OUT): 367.07 FHA NT LOW FHA PROP C/O-220 INV. (OUT): 367.10 FHA ASA LOW LOD PROP C/O-240 INV. (OUT): 366.96 369 PLE 6. LOW LODLOW PROP 6" INSPECTION PORT INV. (OUT): 365.92 LODLOW A-70 PROP MH RIM 368.08 INV IN 364.21 (15") MH-130 INV IN 364.21 (15") A-80 INV OUT 364.21 (15") 4. 10. BLOCK 157 LOT 5 N/F LANDS OF DIENER MT. PLEASANT ASSOCIATES LTD D.B. 12518, PG. 3496 FFE: 370.10 LODLOW UNT LOD LOW APPROX LOCATION OF PROP LIMIT OF WORK PROP RETAIL SPACE (± 17,245 SF FIRST FLOOR) (± 1,522 SF MEZZANINE) 184 PARKING STALLS LODLOW LODLOW LODMH-130 LOW PROP MH RIM 368.25 INV IN 364.42 (15") MH-120 INV OUT 364.42 (15") A-70 LOW T FHA LODLOW LODLOW &C LODLOW LODLOW PROP C/O-150 INV. (OUT): 366.67 PROP C/O-180 INV. (OUT):366.16 PROP 6" INSPECTION PORT INV. (IN): 365.78 INV. (OUT): 365.78 PROP C/O-250 INV. (IN): 366.79 INV. (OUT): 366.79 ET 9 PROP C/O-190 INV. (OUT): 366.04 369 LOD H BR LOD PROP 6" INSPECTION PORT INV. (OUT): 365.87 PROP 6" INSPECTION PORT INV. (OUT): 365.90 PROP. HAY BALE SEDIMENT BARRIER SOUT LOD LOW NT VAL L LOD LOW LOD PROP C/O-160 INV. (OUT): 366.65 36 PLEASA LOD LOW LOD MO LOD LOW LOD 3. C LOD D FHA FHA FHA ET A FH67.5' LOD PROP C/O-170 INV. (OUT): 366.52 369 &C FHA 368 LODFHA D LOW LIMIT OF DISTURBANCE 34,934 SF. (0.81 AC.) LIMIT OF PROP MILL AND OVERLAY PAVEMENT (TYP) LOW FHA LOD DL OW LO D LO APPROX LOCATION OF PROP SAWCUT LINE AND PAVEMENT REPAIR STRIP, AS REQUIRED APPROX LOCATION OF PROP LIMIT OF WORK LOW ET & LOW ET &C D 368 W 369 FHALOD PROP 6" INSPECTION PORT INV. (IN): 365.67 INV. (OUT): 365.67 PROP PERVIOUS PAVEMENT STONE STORAGE TOP ELEV. = 367.65 100 YEAR FUT. STORM ELEV. = 367.26 100 YEAR CUR. STORM ELEV. = 367.21 10 YEAR FUT. STORM ELEV. = 367.15 10 YEAR CUR. STORM ELEV. = 367.13 2 YEAR FUT. STORM ELEV. = 367.09 2 YEAR CUR. STORM ELEV. = 367.07 WQ STORM ELEV. = 366.95 STONE STORAGE BOTTOM ELEV. = 366.65 EST. SHWT = +/- 363.00 BLOCK 157 LOT 2 LOW LOW LO W OS-110 PROP OUTLET STRUCTURE RIM: 368.32 WEIR: 366.95 (4') INV. (IN): 365.60 (6") INV. (OUT): 365.43 (15") BLOCK 157 LOT 11 LOW LOW LOW LOD LOW W LO LO PROP C/O-210 INV. (IN): 365.93 (6") INV. (IN): 365.76