Updated Civil Plans 13123

HUDSON ESSEX PASSAIC SOIL CONSERVATION DISTRICT NOTES 1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED IN ACCORDANCE WITH THE “NEW JERSEY STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL” 7TH/ EDITION LAST REVISED JULY 2017, EFFECTIVE DECEMBER 2017. THESE MEASURES WILL BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. 2. SOIL TO BE EXPOSED OR STOCKPILED FOR A PERIOD OF GREATER THAN 14 DAYS, AND NOT UNDER ACTIVE CONSTRUCTION, MAY BE REQUIRED TO BE TEMPORARILY MULCHED, AND SEEDED OR OTHERWISE PROVIDED WITH VEGETATIVE COVER AS PER APPENDIX A3, THIS TEMPORARY COVER SHALL BE MAINTAINED UNTIL SUCH TIME WHEREBY PERMANENT RESTABILIZATION IS ESTABLISHED, 3. SEEDING DATES: THE FOLLOWING SEEDING DATES ARE RECOMMENDED TO BEST ESTABLISH PERMANENT VEGETATIVE COVER WITHIN MOST LOCATIONS IN THE HEPSCD: SPRING - 3/1-5/15 AND FALL - 8/15 - 10/1 4, SEDIMENT FENCES ARE TO BE PROPERLY TRENCHED AND MAINTAINED UNTIL PERMANENT VEGETATIVE ESTABLISHED COVER IS 5. ALL STORM DRAINAGE INLETS SHALL BE PROTECTED BY ONE OF THE PRACTICES ACCEPTED IN THE STANDARDS, AND PROTECTION SHALL REMAIN UNTIL PERMANENT STABILIZATION HAS BEEN ESTABLISHED. STORM DRAINAGE OUTLET POINTS SHALL BE PROTECTED AS REQUIRED BEFORE THEY BECOME FUNCTIONAL. 6. MULCH MATERIALS SHALL BE UN-ROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 70 TO 90 POUNDS PER 1,000 SQUARE FEET AND ANCHORED WITH A MULCH ANCHORING TOOL, LIQUID MULCH BINDERS, OR NETTING TIE DOWN. OTHER SUITABLE MATERIALS MAY BE USED IF APPROVED BY THE SOIL CONSERVATION DISTRICT. 7. ALL EROSION CONTROL DEVICES SHALL BE PERIODICALLY INSPECTED, MAINTAINED AND CORRECTED CONTRACTOR. ANY DAMAGE INCURRED BY EROSION SHALL BE RECTIFIED IMMEDIATELY. BY THE 8. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT WILL BE NOTIFIED IN WRITING AT LEAST 48 HOURS PRIOR TO ANY SOIL DISTURBING ACTIVITIES. FAX - (862) 333-4507 OR EMAIL - INFORMATION@HEPSCD.ORG 9. THE APPLICANT MUST OBTAIN A DISTRICT ISSUED REPORT-OF-COMPLIANCE PRIOR TO APPLYING FOR THE CERTIFICATE OF OCCUPANCY OR TEMPORARY CERTIFICATE OF OCCUPANCY FROM THE RESPECTIVE MUNICIPALITY, NJ - DCA OR ANY OTHER CONTROLLING AGENCY. CONTACT THE DISTRICT AT 862-333-4505 TO REQUEST A FINAL INSPECTION, GIVING ADVANCED NOTICE UPON COMPLETION OF THE RESTABILIZATION MEASURES. A PERFORMANCE

ITY, NJ - DCA OR ANY OTHER CONTROLLING AGENCY. CONTACT THE DISTRICT AT 862-333-4505 TO REQUEST A FINAL INSPECTION, GIVING ADVANCED NOTICE UPON COMPLETION OF THE RESTABILIZATION MEASURES. A PERFORMANCE DEPOSIT MAY BE POSTED WITH THE DISTRICT WHEN WINTER WEATHER OR SNOW COVER PROHIBITS THE PROPER APPLICATION OF SEED, MULCH, FERTILIZER OR HYDRO-SEED. 10. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. DO NOT UTILIZE A FIRE OR GARDEN HOSE TO CLEAN ROADS UNLESS THE RUNOFF IS DIRECTED TO A PROPERLY DESIGNED AND FUNCTIONING SEDIMENT BASIN. WATER PUMPED OUT OF THE EXCAVATED AREAS CONTAINS SEDIMENTS THAT MUST BE REMOVED PRIOR TO DISCHARGING TO RECEIVING BODIES OF WATER USING REMOVABLE PUMPING STATIONS, SUMP PITS, PORTABLE SEDIMENTATION TANKS AND/OR SILT CONTROL BAGS. 11. ALL SURFACES HAVING LAWN OR LANDSCAPING AS FINAL COVER ARE TO BE PROVIDED TOPSOIL PRIOR TO RE-SEEDING, SODDING OR PLANTING. A DEPTH OF 5.0 INCHES, FIRMED IN PLACE, IS REQUIRED, AS PER THE STANDARDS FOR TOPSOILING AND LAND GRADING, EFFECTIVE DECEMBER 2017, 12. ALL PLAN REVISIONS MUST BE SUBMITTED TO THE DISTRICT FOR PROPER REVIEW AND APPROVAL. 13. A CRUSHED STONE WHEEL CLEANING TRACKING-PAD IS TO BE INSTALLED AT ALL SITE EXITS USING 2 ¥2 -1” CRUSHED ANGULAR STONE (ASTM 2 OR 3) TO A MINIMUM LENGTH OF 50 FEET AND MINIMUM DEPTH OF 6”. ALL DRIVEWAYS MUST BE PROVIDED WITH CRUSHED STONE UNTIL PAVING IS COMPLETE. 14. STEEP SLOPES INCURRING DISTURBANCE MAY REQUIRE ADDITIONAL STABILIZATION MEASURES. THESE “SPECIAL” MEASURES SHALL BE DESIGNED BY THE APPLICANT'S ENGINEER AND BE APPROVED BY THE SOIL CONSERVATION DISTRICT. 15. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED, IN WRITING, FOR THE SALE OF ANY PORTION OF THE PROJECT OR FOR THE SALE OF INDIVIDUAL LOTS. NEW OWNERS' INFORMATION SHALL BE PROVIDED. ADDITIONAL MEASURES DEEMED NECESSARY BY DISTRICT OFFICIALS SHALL BE IMPLEMENTED AS CONDITIONS WARRANT. EXISTING COVERAGE WSHD [TOTAL AREA (SF) [TOTAL AREA (AC) |PERV AREA (SF) [PERV AREA (AC) |IMP AREA (SF) _|IMP AREA (AC) LOD 17334 0.40 4903 0.11 12431 0.29 PROPOSED COVERAGE WSHD _|TOTAL AREA (SF) [TOTAL AREA (AC) |PERV AREA (SF) |PERV AREA (AC) |IMP AREA (SF) _|IIMP AREA (AC) LoD 17334] 0.40) 4911] 0.11 12423 0.29 DRAINAGE NARRATIVE 4. THE PROJECT IS NOT CONSIDERED A MAJOR DEVELOPMENT PER NJAC 7:8-1.2 AS IT DOES NOT: 1.1. DISTURB MORE THAN ONE ACRE OF LAND 1.2. CREATE

C) LoD 17334] 0.40) 4911] 0.11 12423 0.29 DRAINAGE NARRATIVE 4. THE PROJECT IS NOT CONSIDERED A MAJOR DEVELOPMENT PER NJAC 7:8-1.2 AS IT DOES NOT: 1.1. DISTURB MORE THAN ONE ACRE OF LAND 1.2. CREATE ONE-QUARTER ACRE OR MORE OF REGULATED IMPERVIOUS SURFACE, OR 1.3. CREATE ONE-QUARTER ACRE OR MORE OF REGULATED MOTOR VEHICLE SURFACE. 2, SINCE THE PROJECT IS NOT CONSIDERED A MAJOR DEVELOPMENT, THE PROJECT IS NOT SUBJECT TO ANY GROUNDWATER RECHARGE OR STORMWATER QUALITY REQUIREMENTS AS PER NJAC 7:8. 3. THE PROJECT DECREASES IMPERVIOUS COVERAGE BY 8 SF NATURALLY DECREASING STORMWATER RUNOFF LEAVING THE SITE. AS SUCH, NO PROPOSED STORMWATER DETENTION IS REQUIRED. LEGEND e BUILDING DOOR e STORMWATER MANHOLE ADDITIONAL ASPHALT a STORMWATER PIPING LIMIT OF DISTURBANCE a a SILT FENCE y i : STABILIZED CONSTRUCTION ACCESS PAD WSN INLET PROTECTION eS Sad 2 ——————— — EXISTING CONTOUR 24 PROPOSED CONTOUR s S Ss PROPOSED SANITARY SEWER PIPE ° PROPOSED GAS LINE w w PROPOSED WATER LINE TOTAL LIMIT OF DISTURBANCE: 17,334 SF / 0.40 ACRES THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING SINCE IT IS LOCATED IN THE METROPOLITAN PLANNING AREA (PA-1) ZONE. Se ——_—- = SSN AN SION STAND S) \ \ FELD ASE EXISTING SANITARY SEWER MANHOLE RIM: 618.50 EX. INVERT: 614.50 \ * _PROPOSED STABILIZED. CONSTRUCTION ACCESS PAD (50° LONG WIDTH VARIES BASED ON WIDTH OF PAVED PATH) i \ 618.90 (€x.) é DOGHOUSE MANHOLE .~ ‘TCH EXISTING GRADE ~~. PR. INVERT IN: 615.14 iL EX, INVERT: 615.14 (VERIFY IN FIELD) \\ \ EXISTING ELECTRICAL LINE TO BE REROUTED TO PROPOSED ADDITION TO PROVIDE PROTECTION, TYP. > _“ GR: 618.00 PROPOSED \| 55 LF 18" HDPE @ 0.4% ~ RIM A PROPOSED COVERED CANOPY ABOVE WITH COLUMNS (SEE ARCH. DRAWINGS FOR ADDITIONAL DETAIL) \, 619.07 (HP) I haere PROPOSED LIMIT OF DISTURBANCE: 17,334 SF / 0.40 AC / 618.46 (EX.) I / 618.21 (EX.) PROPOSED GAS LATERAL TO TIE INTO EXISTING GAS LATERAL, ~~. MATCH SIZE AND MATERIAL OF EXISTING GAS LATERAL / f PROPOSED HEALTH AND FITNESS CENTER (3,500 + SF ADDITION) (7,684 TOTAL FOOTPRINT) FFE: 618.90 BU EXIS MDIN a ~ “EXISTING ASPHALT PAVEMENT DRIVE yp: 7. ~~\\ two (2) proposep ing PARKING STALLS CG \ i i IC) ; / it ~_PROPOSED PAVEMENT AREA (WIDEN EXISTING PAVEMENT FOR 9" X 18" _ PARKING STALL) / i PROPOSED PARKING AREA INSET SCALE 1" = 20' EX. INVERT IN: 613,90 PR. INVERT OUT: MATCH EXISTING INVERT OUT

it ~_PROPOSED PAVEMENT AREA (WIDEN EXISTING PAVEMENT FOR 9" X 18" _ PARKING STALL) / i PROPOSED PARKING AREA INSET SCALE 1" = 20' EX. INVERT IN: 613,90 PR. INVERT OUT: MATCH EXISTING INVERT OUT OF 613.85 m _EXISTING TYPE E' INLET _ PRO! AREA (WIDEN EXISTING PAVEMENT FOR PEDESTRIAN ACCESS) 2 \ \ c PR. TYPE ‘A’ INLET “GR: 618.50 = a 7 126 LF 6" SDR-35 PVC @ 0.5% “INVERT OUT@ ORAGE ft PROPOSED PAVEMENT, TYP. _/ F Se. a y }/ 7 / 617.77 (EX.) f fe a CA BLDG: 615.77 fe — = / LL, é 4 617.48 (EX) <_< / ————— —_ -% __proposen a x CLEANOUT, TYP. \~ PROPOSED 9-FT-WIDE —/ ’ > SIDEWALK es RECONSTRUCT EXISTING _— . EXISTING STORAGE BUILDING TO ROOFLEADER CONNECTION IN-KIND. / aa S / see Te TEN anucan RECONNECT TO EXISTING MANHOLE -—TOP WALL 8.12 U7 WINGWALL ~~ ~~ — ————~ 6 J Q-— ——— aa \ POSED PAVEMENT _ PR. INVERT IN: 613.68 PR. INVERT OUT: 613.68 c | | oO PROPOSED REROUTED WATER OF EXISTING WATER MAIN). - ‘ > | /\ | VI fo -PROPOSED DOOR, TYP. PROPOSED COVERED CANOPY \ : | 82 LE 18" HDPE @ 0.5% — \— EXISTING BASEBALL ELD LINE (MATCH SIZE AND MATERIAL “~~-~_ ~ ADDITIONAL DETAIL) | \ i | | ‘ PROPOSED 6-FT-WIDE SIDEWALK eal | \ EXISTING ASPHALT. 617.56 (EX.) ——— : \\_EXISTING MANHOLE RIM: 618,00 PR. INVERT IN: 613.27 EX. INVERT OUT: 613.27 | aw | REPLACED, TYP. >< WITHIN LIMITS OF i DISTURBANCE TO BE ‘ ROCKAWAY, N.J, 07866 SCHEDULE OF REVISIONS DRAWN] CHK. REV. DATE DESCRIPTION OF CHANGES BY BY REVISED PER CME COMMENT LETTER 1, 01/31/2023 DATED 1/20/23 ens | cis OWNER SETON HALL PREPARATORY SCHOOL 700 PROSPECT AVENUE TOWNSHIP OF WEST ORANGE, NJ 07052 APPLICANT SETON HALL PREPARATORY SCHOOL 700 PROSPECT AVENUE TOWNSHIP OF WEST ORANGE, NJ 07052 E 2 PROJECT MANAGEMENT LLC 87 HIBERNIA AVENUE -—— PHONE: (973) 299-5200 £2PM FAX: (973) 299-5059 ca www.E2PM.com ‘THIS DRAWING DOES NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY, ALL (CONSTRUCTION MUST BE DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ‘ACT OF 1970 ANO ALL RULES AND REGULATIONS THERETO APPURTENANT, THIS DRAWING AND THE DESIGN FEATURES OR CONSTRUCTION DISCLOSED ARE PROPRIETARY TO E2 PROJECT MANAGEMENT. ULC AND SHALL NOT BE REPRODUCED, ALTERED OR COPIED WITHOUT WRITTEN PERMISSION, SHALL. NOT BE USED IN ANY MANNER DETRIMENTAL TO ITS INTEREST AND SHALL BE RETURNED UPON REQUEST. N.J, ENGINEERING CERTIFICATE OF AUTHORIZATION No.

DUCED, ALTERED OR COPIED WITHOUT WRITTEN PERMISSION, SHALL. NOT BE USED IN ANY MANNER DETRIMENTAL TO ITS INTEREST AND SHALL BE RETURNED UPON REQUEST. N.J, ENGINEERING CERTIFICATE OF AUTHORIZATION No. 24GA28118200 IT CERTIFY THAT THESE PLANS HAVE BEEN ca PREPARED UNDER MY SUPERVISION ch CHARLES J. STEWART, P.E}, P.L.S. NJ REGISTERED PROFESSIONAL El EER LICENSE AND NJ PROFESSIONAL LAND SURVEYOR LICENSE NO. 24GB035884 PROJECT NAME SETON HALL PREPARATORY SCHOOL HEALTH AND FITNESS CENTER KELLY ATHLETIC CENTER 700 PROSPECT AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY TAX BLOCK 82.01, LOT 1 DRAWING TITLE SITE, GRADING, UTILITY, AND EROSION CONTROL PLAN * CHECKED BY: cs DRAWN BY: ENS i SCALE: 1" = 20' SHEET NO: PROJECT #: P-22-34-01 FIRST ISSUE: 10/13/2022 DRAWING NO. i —~ OY ae 7 SP-103.10 ae 0.C.S.#01 / A : : TOP WEIR= 598.89 = iy / IAW, 6Q5 90 £27" ApIE \ A oo