Supporting Documentation · Apr 15, 2026
Preliminary and Final Site Plans 03302026
ad7f81426e4cde777a9a711eb71d9dccc23816ac3580e4bbfc93c131e3477c66Indexed text
86.50 (D1) I.E. 380.20 (A1) INLET A3 GR. 398.00 I.E. 385.50 () I.E. 394.00 (F1) I.E. 394.00 (F2) I.E. 385.50 (A2) STM MH B1 RIM 390.20 I.E. 384.45 (B2) I.E. 384.35 (A1) 81 L.F. 15" HP PP @ 7.50% INLET B2 GR. 389.00 I.E. 386.00 (B1) 27 L.F. 15" HP PP @ 5.79% INLET D1 GR. 391.50 I.E. 387.00 (D2) I.E. 386.90 (A2) 22 L.F. 15" HP PP @ 1.81% INLET D3 GR. 395.80 I.E. 392.00 (D2) 83 L.F. 15" HP PP @ 3.60% INLET F1 GR. 397.50 I.E. 395.00 (A3) 36 L.F. 15" HP PP @ 2.80% INLET C1 (DOUBLE E) GR. 383.73 I.E. 380.25 (C7) I.E. 379.50 (A1) I.E. 379.60 (C5) 18 L.F. 18" HP PP @ 5.41% STM MH C2 RIM 400.03 I.E. 388.00 (C5) I.E. 398.75 () I.E. 394.50 (C3) I.E. 398.75 () 123 L.F. 15" HP PP @ 4.24% 5 L.F. 8" PVC @ 5.27% W W OH OH OH G G G G T T T T T T T T C.O. RIM: 385.26 I.E. 377.50 I.E. 377.75 4 L.F. 6" PVC @ 6.19% I.E. 377.25 5 L.F. 6" PVC @ 4.79% I.E. 384.25 I.E. 384.10 C.O. RIM: 392.61 I.E. 384.50 5 L.F. 6" PVC @ 5.35% I.E. 384.75 5 L.F. 6" PVC @ 5.20% PROP. TRENCH DRAIN OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH PROP. RELOCATED OVERHEAD ELECTRIC LINE PROP. RELOCATED UTILITY POLE AND OVERHEAD ELECTRIC LINE PROP. OVERHEAD ELECTRIC & TELEPHONE LINES PROP. UTILITY POLE PROP. UNDERGROUND ELECTRIC & TELEPHONE LINES 10' CONVERT TO TYPE B INLET PROP. HOUSE METER PROP.ELECTRIC METERS C.O. C3 RIM 400.29 I.E. 396.00 (C2) I.E. 396.00 (C4) 46 L.F. 12" HP PP @ 3.23% C.O. C4 RIM 402.49 I.E. 399.50 (C3) 143 L.F. 12" HP PP @ 2.44% C.O. G2 RIM 381.99 I.E. 378.30 (G1) 14 L.F. 8"HDPE @ 2.16% C.O. F4 RIM 400.80 I.E. 397.50 (F2) 17 L.F. 12" HP PP @ 2.33% STM MH C5 RIM 388.08 I.E. 384.80 (C1) I.E. 385.00 (C6) I.E. 384.80 (C2) C.O. C6 RIM 388.50 I.E. 386.00 (C5) 63 L.F. 12" HP PP @ 1.59% 75 L.F. 15" HP PP @ 4.26% C.O. C7 RIM 383.82 I.E. 381.00 (C1) 19 L.F. 8" HDPE @ 3.87% I.E. 378.00 I.E 399.4 INLET F3 GR. 402.50 I.E. 398.50 (F2) 39 L.F. 15" HP PP @ 3.58% STM MH F2 RIM 401.00 I.E. 397.10 (F3) I.E. 397.00 (A3) I.E. 397.10 (F4) 59 L.F. 15" HP PP @ 5.08% STM MH D2 RIM 392.57 I.E. 389.00 (D3) I.E. 387.50 (D1) 7 L.F. 15" HP PP @ 7.60% 5 L.F. 8" HDPE @ 5.31% I.E 399.4 I.E 399.0 I.E 399.0 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E PROP. CONDUIT FOR CHARGING STATIONS SANITARY UPPER PROFILE 380 385 390 395 380 385 390 395 0+00 0+48 C.O. RIM: 392.61 I.E. 384.50 5 L.F. 6" PVC @ 5.35% 5 L.F. 6" PVC @ 5.20% 38 L.F. 8" PVC @
E E E E E PROP. CONDUIT FOR CHARGING STATIONS SANITARY UPPER PROFILE 380 385 390 395 380 385 390 395 0+00 0+48 C.O. RIM: 392.61 I.E. 384.50 5 L.F. 6" PVC @ 5.35% 5 L.F. 6" PVC @ 5.20% 38 L.F. 8" PVC @ 4.84% G W U S WV GAS LINE WATER LINE SANITARY SEWER ELEC., TEL., DATA STORM SEWER VALVE A INLET E INLET MANHOLE X PROPOSED LEGEND GRANITE BLOCK CURB CONCRETE CURB DEPRESSED CURB FLUSH CURB MOUNTABLE CURB RETAINING WALL FENCE SIGN CURB RAMP S:\PROJECTS\GOMESGR24-223 - 525 NORTHFIELD AVE. WEST ORANGE NJ\CAD\SITE\24-223 C-500 UTILITY PLAN.DWGANTHONY FACCHINOPLOTTED:3/31/2026 8:01 AM 1 11-3-2025 INITIAL SUBMISSION TO TWP. AF 1 01-26-2026 PER TWP. REVIEW MEMOS AF 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 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 AHMED YOUSSEF, AIA 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 16 2 01-29-2026 SUBMISSION TO TWP. AF 2 3-30-2026 REV PER NEW BUILDING DESIGN AF 3 3-31-2026 SUBMISSION TO TWP AF 20 40 SCALE: 1"=20' HORIZ., 1"=2' VERT. 80 ft.0 2 4 8 ft.0 AF UTILITY PLAN C-5006 AS SHOWN 0 SCALE: 1"=20' 20 40 80 ft. 20 40 SCALE: 1"=20' HORIZ., 1"=2' VERT. 80 ft.0 2 4 8 ft.0
SIGHT LINE 475 FT ELEV #2 ELEV #1 PACKAGE ROOM MAIL ROOM VEST. UTILITIES BUILDING UTILITIES TRANSFORMER VAULT STAIR #1 RESIDENTIALLOBBY TRASH ROOM STAIR #2 STAIR #4 ZEN GARDEN STAIR #3 AMENITY/COWORKING SPACE COMMERCIAL SPACE #1 1,200SF LEASING OFFICE BUILDING STORAGE STAIR #5 SIGHT LINE 475 FT SIGHT LINE LOT 81.05 LOT 81.02 LOT 81.01 LOT 81.03 LOT 120 LOT 1.04 ST. No. 525 LOT 81 WV WV GV W W OH OH OH G G G G T T T T T T T T OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E FF-384.00 FF-387.00 FF-387.00 FF-388.00 FF-402.3 FF-384.00 FF-384.00 FF-386.00 FF-386.90 FF 400.2 FF 384.5 (3)BD (6)RK (3)BD (5)RK (3)BD (6)RK(1)BD (20)JS (1)BD (6)RK (1)BD (6)RK (1)BD (6)RK (1)BD(6)RK (1)BD (6)RK (1)BD (4)JS (3)RK (3)BD (6)RK (5)JS (5)RK (3)BD (5)Ig (4)Iv (13)Iv (2)Iv (2)Iv (4)Io (2)Cc (1)Tc LAWN LAWN LAWN LAWN LAWN LAWN (4)JS (3)BD(6)RK (3)JS (10)JS (7)JS (3)JS MULCH (5)Ig MULCH (4)Iv (2)Iv (9)Cs (1)Tc (1)Tc (1)Tc (1)Tc (1)Tc LAWN MULCH LAWN LAWN (39)JVE (4)JS (4)JS LAWN MULCH G W U S WV GAS LINE WATER LINE SANITARY SEWER ELEC., TEL., DATA STORM SEWER VALVE A INLET E INLET MANHOLE X PROPOSED LEGEND GRANITE BLOCK CURB CONCRETE CURB DEPRESSED CURB FLUSH CURB MOUNTABLE CURB RETAINING WALL FENCE SIGN CURB RAMP S:\PROJECTS\GOMESGR24-223 - 525 NORTHFIELD AVE. WEST ORANGE NJ\CAD\SITE\24-223 C-600 LANDSCAPE PLAN.DWGANTHONY FACCHINOPLOTTED:3/31/2026 8:01 AM 1 11-3-2025 INITIAL SUBMISSION TO TWP. AF 1 01-26-2026 PER TWP. REVIEW MEMOS AF 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 SHANNON CROWNOVER, PE THOMAS DAFONSECA, PE ANDRE E. DIBI, PE ANTHONY FACCHINO, PE, PLS, PP GERARD P.
INCIPALS ARCHITECTS & ENGINEERS BEATRIZ BARRERES, RA JEREMY D. BOYER, AIA ANDRZEJ B. BRZOZOWSKI, 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 AHMED YOUSSEF, AIA 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 16 2 01-29-2026 SUBMISSION TO TWP. AF 2 3-30-2026 REV PER NEW BUILDING DESIGN AF 3 3-31-2026 SUBMISSION TO TWP AF LANDSCAPING NOTES: 1. NAMES OF PLANTS AS DESCRIBED ON THIS PLAN CONFORM TO THOSE GIVEN IN "STANDARDIZED PLANT NAMES," 2012 EDITION, PREPARED BY THE AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE. NAMES OF PLANT VARIETIES NOT INCLUDED HEREIN CONFORM TO NAMES GENERALLY ACCEPTED IN NURSERY TRADE. 2. ALL PLANTS SHALL BE DUG, PACKED, TRANSPORTED AND HANDLED WITH THE UTMOST CARE TO ENSURE ADEQUATE PROTECTION FROM INJURY AND DESICCATION. 3. ALL PLANTS SHALL BE PRUNED TO ENSURE VIGOR PRIOR TO OR UPON INSTALLATION, WHILE RETAINING THE NATURAL HABIT OF THE PLANTS. THE CENTRAL LEADER SHALL NOT BE CUT. DAMAGED, BROKEN OR CONFLICTING BRANCHES SHALL BE PRUNED CLEANLY FLUSH WITH THE TRUNK OR BRANCH. 4. BACKFILL MATERIAL FOR PLANTING PITS SHALL BE COMPOSED OF 1 PART PEAT MOSS, 1 PART HUMUS AND 1 PART TOPSOIL FROM THE SITE OR SELECT TOPSOIL. TOPSOIL SHALL BE FREE OF ACIDIC MARL, STICKS, LARGE STONES, DEBRIS OR OTHER OBJECTIONABLE MATERIAL. 5. A COMPLETE LIST OF PLANTS, INCLUDING A SCHEDULE OF QUANTITIES, SIZES AND OTHER REQUIREMENTS IS SHOWN ON THE SCHEDULE OF PLANT MATERIAL. IN THE EVENT THAT DISCREPANCIES OCCUR BETWEEN THE QUANTITIES OF PLANTS INDICATED IN THE LIST AND THOSE ON THE PLAN, THE PLANT QUANTITIES ON THE PLAN SHALL GOVERN. 6. AFTER COMPLETION OF A PROJECT, ALL EXPOSED GROUND SURFACES THAT ARE NOT PAVED WITHIN A LAND DEVELOPMENT, AND THAT ARE NOT COVERED BY LANDSCAPE PLANTING OR SEEDING AS SPECIFIED, SHALL BE COVERED WITH A NATURAL MULCH THAT WILL PREVENT SOIL EROSION AND THE EMANATION OF DUST. 7. NO PLANT SHALL BE PUT IN THE GROUND BEFORE ROUGH GRADING HAS BEEN COMPLETED AND APPROVED BY THE ENGINEER. 8. STANDARDS FOR TYPE, SPREAD, HEIGHT, ROOT BALL AND QUALITY OF NEW PLANT MATERIAL SHALL BE IN ACCORDANCE WITH GUIDELINES
E GROUND BEFORE ROUGH GRADING HAS BEEN COMPLETED AND APPROVED BY THE ENGINEER. 8. STANDARDS FOR TYPE, SPREAD, HEIGHT, ROOT BALL AND QUALITY OF NEW PLANT MATERIAL SHALL BE IN ACCORDANCE WITH GUIDELINES AS SET FORTH IN THE "AMERICAN STANDARD FOR NURSERY STOCK," PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANT MATERIAL SHALL HAVE NORMAL HABIT OF GROWTH AND BE HEALTHY, VIGOROUS AND FREE FROM DISEASES AND INSECT INFESTATION. 9. NEW PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS SPECIFIED OTHERWISE. ALL PLANTS SHALL BE SET PLUMB AND SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS THE PLANTS ORIGINAL GRADE BEFORE DIGGING. 10. THE GENERAL CONTRACTOR (G.C.) SHALL VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITY AND SEWER LINES PRIOR TO THE START OF EXCAVATION ACTIVITIES. NOTIFY THE ENGINEER AND OWNER IMMEDIATELY OF ANY CONFLICTS WITH PROPOSED PLANTING LOCATIONS. THE G.C. SHALL BE RESP0NSIBLE FOR ANY DAMAGE. 11. SHADE AND EVERGREEN PLANTS SHALL BE FIELD ADJUSTED TO BE PLANTED AT LEAST 2 (TWO) FEET FROM ANY CURBING, PAVING OR SIDEWALK. WHENEVER P0SSIBLE, THIS DIMENSION SHALL BE ADJUSTED TO 4 (FOUR) FEET. THE ENGINEER AND/OR OWNER SHALL ASSIST THE G.C. IN THE FINAL PLACEMENT OF ALL PLANT MATERIAL AND LOCATION OF PLANTING BEDS TO ENSURE COMPLIANCE WITH DESIGN INTENT UNLESS OTHERWISE INSTRUCTED. 12. THE G.C. SHALL NOT MAKE SUBSTITUTIONS. IF THE SPECIFIED LANDSCAPE MATERIAL IS NOT OBTAINABLE, THE G.C. SHALL SUBMIT PROOF OF NON-AVAILABILITY TO THE ENGINEER AND OWNER, TOGETHER WITH A PROP0SAL FOR USE OF AN EQUIVALENT MATERIAL. 13. THE TOWNSHIP FORESTER MAY REVIEW PLANT MATERIALS AT THE SITE BEFORE PLANTING, FOR COMPLIANCE WITH REQUIREMENTS FOR GENUS, SPECIES, VARIETY, SIZE AND QUALITY. THE TOWNSHIP FORESTER RETAINS THE RIGHT TO FURTHER REVIEW PLANT MATERIALS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEM, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING THE PROGRESS OF WORK. THE G.C. SHALL REMOVE REJECTED PLANT MATERIALS IMMEDIATELY FROM THE PROJECT SITE AS DIRECTED BY THE LANDSCAPE ARCHITECT OR OWNER. 14. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS, NOTES AND CONTRACT DOCUMENTS. THE ENGINEER MAY REVIEW INSTALLATION AND MAINTENANCE PROCEDURES. 15. NEW PLANT MATERIAL SHALL BE GUARANTEED TO BE ALIVE AND IN VIGOROUS GROWING CONDITION FOR A PERIOD OF TWO YEARS FOLLOWING ACCEPTANCE BY THE
INEER MAY REVIEW INSTALLATION AND MAINTENANCE PROCEDURES. 15. NEW PLANT MATERIAL SHALL BE GUARANTEED TO BE ALIVE AND IN VIGOROUS GROWING CONDITION FOR A PERIOD OF TWO YEARS FOLLOWING ACCEPTANCE BY THE OWNER. PLANT MATERIAL FOUND TO BE UNHEALTHY, DYING OR DEAD DURING THIS PERIOD, SHALL BE REMOVED AND REPLACED IN KIND BY THE G.C. AT NO EXPENSE TO THE OWNER. 16. THE G.C. SHALL KEEP AREA CLEAN DURING DELIVERY AND INSTALLATION OF PLANT MATERIALS. REMOVE AND DISPOSE OF OFF-SITE ANY ACCUMULATED DEBRIS OR UNUSED MATERIALS. REPAIR DAMAGE TO ADJACENT AREAS CAUSED BY LANDSCAPE INSTALLATION OPERATIONS. 17. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTABLE LOCAL PRACTICE. TREES AND SHRUBS SHOULD BE INSTALLED DURING THE FOLLOWING FALL AND SPRING SEASONS WITH THE EXCEPTION OF TREES WHICH EXPERIENCE A FALL PLANTING HAZARD AND SHOULD ONLY BE PLANTED IN THE SPRING: 17.1. FALL: AUGUST 15 - DECEMBER 15 - EVERGREEN TREES 17.2. OCTOBER 15 - DECEMBER 15 - DECIDUOUS TREES 17.3. SPRING: MARCH 1 - MAY 15 - ALL PLANTS 18. MAINTENANCE REQUIRED. ALL LANDSCAPING AS SHOWN ON APPROVED PLANS SHALL BE MAINTAINED IN A VIGOROUS GROWING CONDITION. ANY PLANTS NOT SO MAINTAINED SHALL BE REPLACED WITH HEALTHY NEW PLANTS OF COMPARABLE SIZE, TYPE AND QUALITY AT THE BEGINNING OF THE NEXT IMMEDIATELY FOLLOWING GROWING SEASON. SATISFACTORY ASSURANCE OF SUCH MAINTENANCE SHALL BE A CONDITION OF DEVELOPMENT APPROVAL AND OF CONTINUED CONFORMITY WITH THIS CODE. 19. LANDSCAPE AREAS SHALL BE PROVIDED WITH IRRIGATION SYSTEM. DESIGN SHALL BE PROVIDED BY IRRIGATION CONTRACTOR. 5" SEEDED/SOD LAWN TOPSOIL 5" FOR LAWN UNDISTURBED SUB-GRADE LAWN N.T.S. DECIDUOUS TREE PLANTING SINGLE STRAIGHT TRUNK KEEP MULCH AWAY FROM ROOT COLLAR PLANT BACKFILL MIXTURE SEE GENERAL LANDSCAPE NOTES ROOTBALL ON UNDISTURBED OR COMPACTED SOIL CENTRAL LEADER SHALL NOT BE CUT OR DAMAGED TAMP SOIL AROUND ROOTBALL BASE FIRMLY TO SECURE FINISHED GRADE WRAP TREE WITH 6" OPEN MESH TRUCK GUARDS A.M. LEONARD TG 36L OR EQUIVALENTS FROM TRUNK FLARE TO FIRST BRANCH 5/16" DIA. GALVANIZED TURNBUCKLE REINFORCED RUBBER HOSE DOUBLE #10 GAUGE WIRE TWISTED 2"x2"x6'-0" WOODEN STAKE. THREE PER TREE FOR ALL TREES UNDER 3 1/2" CAL. 3" SHREDDED HARDWOOD MULCH PLACED THROUGHOUT PLANTING BED CUT & REMOVE BURLAP, TWINE, ROPE AND BASKET FROM TOP 1/3 OF
E TWISTED 2"x2"x6'-0" WOODEN STAKE. THREE PER TREE FOR ALL TREES UNDER 3 1/2" CAL. 3" SHREDDED HARDWOOD MULCH PLACED THROUGHOUT PLANTING BED CUT & REMOVE BURLAP, TWINE, ROPE AND BASKET FROM TOP 1/3 OF BALL AND REMOVE FROM SITE(REMOVE ALL SYNTHETIC MATERIALS) 12" MIN NOTES: 1. AT PLANTING, PRUNE ONLY CROSSING LIMBS, CO-DOMINANT LEADERS, BROKEN OR DEAD BRANCHES WHILE MAINTAINING NORMAL TREE SHAPE. 2. WATER THOROUGHLY TWICE WITHIN THE FIRST 48 HOURS. 3. TRUNK FLARE SHALL BE VISIBLE ABOVE GRADE AT TOP OF ROOT BALL. DO NOT COVER TOP OF ROOT BALL WITH SOIL. 4. REMOVE THE STAKES AND GUYS AFTER SECOND SEASON 5. OPEN MESH TRUCK GUARDS MAY NOT BE NECESSARY IF DEER FENCE FULFILLS THAT REQUIREMENT 3" SAUCER RIM 2.5X ROOTBALL WIDTH 12" MIN. UNDISTURBED SUB-GRADE Expose Truck Flare SHRUB PLANTING ROOTBALL SHALL BE SET FLUSH TO FINAL GRADE DECORATIVE STONE PLACED THROUGHOUT PLANTING BED CUT & REMOVE BURLAP, TWINE, ROPE AND BASKET FROM TOP 1/3 OF BALL AND REMOVE FROM SITE(REMOVE ALL SYNTHETIC MATERIALS) PLANT BACKFILL MIXTURE SEE GENERAL LANDSCAPE NOTES KEEP MULCH AWAY FROM ROOT COLLAR ROOTBALL ON UNDISTURBED OR COMPACTED SOIL TAMP SOIL AROUND ROOTBALL BASE FIRMLY TO SECURE SPACING VARIES (SEE PLANS) SIDEWALK 8" MIN. 3" SAUCER RIM ON PERIMETER OF SHRUB GROUPS REMOVE PLASTIC CONTAINER NOTES: 1. WATER THOROUGHLY TWICE WITHIN THE FIRST 48 HOURS. 2. TOP OF ROOTBALL SHALL BE SET FLUSH TO GRADE. TRUNK FLARE SHALL BE VISIBLE AT TOP OF ROOTBALL. DO NOT COVER TOP OF ROOT BALL WITH SOIL. 3. IF SHRUB IS IN LEAF APPLY WILT-PROOF, OR EQUAL AS PER MANUFACTURERS RECOMMENDATION. EVERGREEN TREE PLANTING N.T.S. KEEP MULCH AWAY FROM ROOT COLLAR PLANT BACKFILL MIXTURE SEE GENERAL LANDSCAPE NOTES ROOTBALL ON UNDISTURBED OR COMPACTED SOIL UNDISTURBED SUB-GRADE FINISHED GRADE 5/16" DIA. GALVANIZED TURNBUCKLE REINFORCED RUBBER HOSE DOUBLE #10 GAUGE WIRE TWISTED 2"x2"x6'-0" WOODEN STAKE. THREE PER TREE FOR ALL TREES UNDER 3 1/2" CAL. 3" SHREDDED HARDWOOD MULCH PLACED THROUGHOUT PLANTING BED CUT & REMOVE BURLAP, TWINE, ROPE AND BASKET FROM TOP 1/3 OF BALL AND REMOVE FROM SITE(REMOVE ALL SYNTHETIC MATERIALS) 12" MIN NOTES: 1. WATER THOROUGHLY TWICE WITHIN THE FIRST 48 HOURS. 2. TRUNK FLARE SHALL BE VISIBLE ABOVE GRADE AT TOP OF ROOTBALL. DO NOT COVER TOP OF ROOT BALL WITH SOIL. 3. REMOVE TREE STAKES AND GUYS AFTER SECOND SEASON 3" SAUCER RIM 2.5X ROOTBALL WIDTH 12" MIN. TAMP SOIL AROUND ROOTBALL BASE
LE ABOVE GRADE AT TOP OF ROOTBALL. DO NOT COVER TOP OF ROOT BALL WITH SOIL. 3. REMOVE TREE STAKES AND GUYS AFTER SECOND SEASON 3" SAUCER RIM 2.5X ROOTBALL WIDTH 12" MIN. TAMP SOIL AROUND ROOTBALL BASE FIRMLY TO SECURE Expose Truck Flare 1. SEEDING RATE FOR WARM GRASS, SELECTION 5-7 SHALL BE ADJUSTED TO REFLECT THE AMOUNT OF PURE LINE SEED (PLS) AS DETERMINED BY A GERMINATION TEST RESULT. NO ADJUSTMENT IS REQUIRED FOR COOL SEASON GRASSES 2. MAY BE PLANTED THROUGHOUT SUMMER, IF SOIL MOISTURE IS ADEQUATE OR SEEDED AREA CAN BE IRRIGATED 3. TWICE THE DEPTH FOR SANDY SOILS AF 1"=20' LANDSCAPE PLAN C-6007 PERMANENT VEGETATIVE COVER APPLICATION SEED SELECTIONS SEEDING RATE (POUNDS/ACRE) LIMESTONE (tons/Acre) FERTILIZER (lbs/Acre) OPTIMUM SEEDING DATES RESIDENTIAL/COMMERCIAL LOTS TURF TYPE TALL FESCUE 150 2 50 10-20-10 3/1-4/30 & 8/15-11/15 DRAINAGE DITCHES REED CANARY GRASS 25 2 50 10-20-10 3/1-4/30 & 8/15-11/15 SWALES AND DETENTION BASINS KENTUCKY BLUEGRASS 60 2 50 10-20-10 3/1-4/30 & 8/15-11/15 0 SCALE: 1"=20' 20 40 80 ft. JS Juniperus chinensis 'Sargentii' Sargent Juniper #365 18-24" #3 18-24" Key Botanical NameQuan Common Name Size Root Comments Trees=51 Key Botanical NameQuan Common Name Size Root Comments Shrubs=201 PLANT LIST RK Rosa 'Pink Knockout' Pink Knockout Rose67 Tc Crataegus crus-galli var. inermis Thornless Cockspur Hawthorn B&B6 2.5-3" Cal. Thornless BD Buxus 'Dee Runk' Dee Runk Boxwood B&B23 24-30" Cc Cercis canadensis Eastern Redbud B&B2 2.5-3" Cal. JVE Juniperus virginiana emerald sentinal Red Cedar Juniper B&B39 8-10' Landscape Notes: 1. Mulch All Tree Pits, Plant Beds, And Groundcover Areas With A 3" Depth Of Shredded Hardwood Mulch. 2. Planting Locations Shall Be Adjusted in The Field As Required To Avoid Conflicts With As-Built (Or Existing) Utilities And Existing Vegetation, Subject To Approval Of Township Forester. 3. Shrub, Perennials & Ornamental Grass Plantings Are Generic. Suggested Varieties, Size, And Spacing Are Shown In The Plant List. 4. All Plantings To Guaranteed For Two Years. 5. Sight Triangles Are Shown On The Plan. All Landscaping Within The Sight Triangles Shall Be Maintained Either Lower Than 30" Or Limbed To Above 7'. 18" MAX. BURLAP WRAPPING DOUBLE #10 GAUGE WIRE TWISTED 2"x4"x4'-0" WOODEN STAKE. THREE PER TREE FOR ALL TREES UNDER 3 1/2" CAL. CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL 12"12" 8" DIA.x 3'-0" HARDWODD DEADMEN
. BURLAP WRAPPING DOUBLE #10 GAUGE WIRE TWISTED 2"x4"x4'-0" WOODEN STAKE. THREE PER TREE FOR ALL TREES UNDER 3 1/2" CAL. CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL 12"12" 8" DIA.x 3'-0" HARDWODD DEADMEN ANCHOR. THREE PER TREE FOR ALL TREES OVER 3 1/2 CAL. ORIGINAL SLOPE 5/16" DIA. GALVANIZED TURNBUCKLE REINFORCED RUBBER HOSE 1/6 PEATMOSS 2/3 NATIVE SUBSOIL 1/6 TOPSOIL PLANT BACKFILL MIXTURE LINE AS IN THE NURSERY MAINTAIN SAME GROUND 3'-0" 3'-0" 6" VARIES 45°45° 6" DECIDUOUS OR EVERGREEN TREE PLANTING N.T.S. 3" SHREDDED HARDWOOD MULCH DO NOT CUT LEADER AT SLOPE AREA EQ. EQ. PLAN 6" min. GROUNDCOVER PLANTS SHALL BE TRIANGULARLY SPACED MULCH PAVEMENT PERENNIAL/GROUNDCOVER PLANTING N.T.S. SECTION 2" HARDWOOD MULCH UNDISTURBED SUBGRADE PLANT BACKFILL MIXTURE SEE GENERAL LANDSCAPE NOTES 12" MIN. NOTE: 1. LAYER OF MULCH SHALL BE PLACED DOWN BEFORE PLANTING. N.T.S. DECORATIVE STONE (IF REQUIRED) TYPICAL SECTION 3" RIVER ROCK TO MATCH EXISTING EXISTING SUBGRADE LANDSCAPE FABRIC 18-24" #3Iv Ilex verticillata Winterberry27 18-24" #3Cs Cornus sericea Red Twig Dogwood9 18-24" #3Ig Ilex glabra Inkberry10 51 REPLACEMENT TREES REQUIRED PER TOWNSHIP CODE 51 REPLACEMENT TREES PROVIDED PER APPROVAL WITH TOWN FORESTER Io Ilex opaca American Holly B&B4 8-10'
ELEV #2 ELEV #1 PACKAGE ROOM MAIL ROOM VEST. UTILITIES BUILDING UTILITIES TRANSFORMER VAULT STAIR #1 RESIDENTIAL LOBBY TRASH ROOM STAIR #2 STAIR #4 ZEN GARDEN STAIR #3 AMENITY/ COWORKING SPACE COMMERCIAL SPACE #1 1,200SF LEASING OFFICE BUILDING STORAGE STAIR #5 LOT 81.05 LOT 81.02 ST. No. 525 NOTE: FOR NIGHT-TIME, DIM THE ENTRY LIGHTS APPROX 90% TO MATCH FC LEVEL OF GARAGE NOTE: FOR NIGHT-TIME, DIM THE ENTRY LIGHTS APPROX 90% TO MATCH FC LEVEL OF GARAGE W2MH: 12 W2 MH: 12 W1 MH: 8 W1 MH: 8 W1 W1 MH: 8 W1MH: 8 W1 MH: 16.18 W1 MH: 15.389 W1 MH: 8.792 W1 MH: 13.013 A1U MH: 27.533 W1 MH: 8.643 W1MH: 8 W1 MH: 8 W1 MH: 8 W1 W1 MH: 9 W1 MH: 9 A1L MH: 18 A1L MH: 18 A1L MH: 18 A1L MH: 18 A1L MH: 18 A1L MH: 18 A1LMH: 18 A1L MH: 18 A1L MH: 18 A1L MH: 18 A2 A2MH: 18 A2 A2 A2 MH: 18 A1L MH: 18 A1L MH: 18 A1L MH: 18 A1L MH: 18 A1L MH: 18 A1L MH: 18 W4F MH: 20 P5 MH: 15 P4W MH: 15 P4W MH: 15 P4W MH: 15 A1U MH: 10 A1U MH: 10 A1U MH: 10 A1U MH: 10 A1U MH: 10 A1U MH: 10 A1U MH: 10 A1U MH: 10 A1U MH: 10 A1U MH: 10 A1U MH: 10 A1U MH: 10 A1U MH: 10 A1U MH: 10 A1U MH: 10 A1U MH: 10 A1U MH: 10 A1U MH: 10 A1U MH: 10 A1U MH: 10 A1U MH: 10 A1U MH: 10 A1U MH: 10 A1U MH: 10 A1U MH: 10 W4FMH: 15 P4W MH: 15 P4W MH: 15 W4W MH: 15 W2 MH: 12 A2 A2 A2 W4F MH: 15 A1U MH: 10 A1U MH: 10 A1U MH: 10 W3 MH: 14 W4F MH: 15 W4F MH: 20 A2 A2 MH: 10 A2 A2 A2 A2 A2 A2 A2 MH: 10 A2 W3 MH: 14 4.2 3.4 3.4 3.6 3.6 4.1 3.6 3.6 3.9 3.5 4.8 6.2 5.9 4.6 3.5 3.7 3.7 3.1 3.0 2.5 2.4 2.7 3.2 3.5 5.7 4.5 4.2 3.7 3.7 4.0 4.5 4.3 4.2 4.4 4.4 5.5 6.1 6.0 5.0 4.4 4.2 4.9 4.0 3.0 3.5 4.6 4.2 3.3 3.7 5.8 3.3 5.1 4.4 4.3 4.7 5.2 5.4 4.8 4.7 4.8 5.7 4.9 5.7 5.0 4.7 5.1 7.1 5.6 4.4 5.0 7.5 6.2 4.6 4.7 6.8 4.0 5.4 4.6 4.2 5.0 5.2 5.4 4.8 4.2 4.5 5.3 4.0 5.2 4.7 4.4 5.3 7.5 6.3 4.7 5.5 8.5 6.9 4.8 5.0 6.1 0.0 0.1 0.1 0.4 0.7 0.8 1.1 1.2 0.9 1.0 1.0 1.3 2.1 3.0 5.0 5.7 5.3 5.4 8.8 7.6 8.1 9.8 5.1 4.1 3.4 1.4 1.3 0.8 0.7 0.6 0.5 0.4 0.4 0.5 0.6 0.7 0.9 1.2 1.5 1.8 2.0 2.1 2.2 2.0 2.3 2.9 2.5 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.4 1.0 1.7 4.9 15.6 14.9 28.4 2.2 14.3 16.4 24.3 5.8 27.3 15.0 13.6 10.1 7.6 0.4 3.3 2.1 1.5 1.1 1.0 0.9 0.8 0.8 0.9 1.1 1.3 1.7 2.4 3.2 3.8 4.4 4.8 5.2 4.8 4.4 0.6 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.3 0.8 0.4 0.2 0.1 0.1 0.1 0.1 0.1 20.2 0.9 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.9 0.4 0.2 0.1 0.1 0.1 0.2 0.2 0.5 0.9 0.4 0.2 0.1 0.1 0.1 0.2 0.3 9.2 0.9 0.4 0.2 0.1 0.1 0.2 0.2 0.4 0.7 0.8 0.4 0.2 0.1 0.1 0.2 0.3 0.5
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