4 Site Plans

HUDSON ESSEX PASSAIC SOIL CONSERVATION DISTRICT NOTES 1. — E 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. N 3ION STAND 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 COVER IS ESTABLISHED 5. SCHEDULE OF REVISIONS Q 9 0 1 REV.| DATE DESCRIPTION OF CHANGES DRAWN] CHK, BY | BY 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 BY THE CONTRACTOR, ANY DAMAGE INCURRED BY EROSION SHALL BE RECTIFIED IMMEDIATELY. 44.501 Ac. Ew 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 =a 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

R 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 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. , EXISTING SANTTARY SEWER MANHOLE RIM: 618.50 ° | EX, INVERT: 614,50 14. 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. OWNER SETON HALL PREPARATORY SCHOOL 700 PROSPECT AVENUE TOWNSHIP OF WEST ORANGE, NJ 07052 APPLICANT 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. SETON HALL PREPARATORY SCHOOL 700 PROSPECT AVENUE TOWNSHIP OF WEST ORANGE, NJ 07052 EXISTING COVERAGE WSHD [TOTAL AREA (SF) [TOTAL AREA (AC) [PERV AREA (SF) [PERV AREA (AC) [IMP AREA (SF) _

WARRANT. SETON HALL PREPARATORY SCHOOL 700 PROSPECT AVENUE TOWNSHIP OF WEST ORANGE, NJ 07052 EXISTING COVERAGE WSHD [TOTAL AREA (SF) [TOTAL AREA (AC) [PERV AREA (SF) [PERV AREA (AC) [IMP AREA (SF) _ [IMP AREA (AC) q E 2 PROJECT MANAGEMENT LLC LOD 17334) 0.40) 4903) O11 12431) CPF NN EN TN SA NORE NF BING nnn ae mo 87 HIBERNIA AVENUE y) P PROPOSEDCOVERAGE ON IN MEEONN RR Rg RY er Se PHONE: (973) 299-5200 E i WSHD _ [TOTAL AREA (SF) [TOTAL AREA (AC) [PERV AREA (SF) [PERV AREA (AC) |IMPAREA (SF) _|IMP AREA (AC) TON | RB NB mm nnn + wwnezPnccomn LoD 17334 0,40) 4911) 0.11 12423 0.2 PROPOSED STABILIZED \e@ S _ . ia x | S qT | N G 4 sus oeavina voes wor neue C at CONSTRUCTION ACCESS PAD (50° PROPOS! INLET FILTER EXISTING TYPE ‘E! INLET ‘CONSTRUCTION MUST BE DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH aN TONG WIDTH VARIES BASEDON @ PROTECTION, TYP. @ Uh GR: 618.00 \ engu Panes OX CONSTTON DISGOSED ARE LOPE x PREC MAGEE DRAINAGE NARRATIVE WIDTH OF PAVED PATH). \\ pROPOSED \ \ i, EX, INVERT IN: 613.90 \ if B A S E B A [ L \ Hor G0 Use AN” MAE DETADENTAL TO 8 TEREST AND SUL BE RETURNED POM EUS, ; : \ 1, THE PROJECT IS NOT CONSIDERED A MAJOR DEVELOPMENT PER NJAC 7:8-1.2 AS IT DOES NOT: + 618.90 (EX. * STOCKPILE, TYP. X @ PR, INVERT OUT: MATCH \ \ 4.1, DISTURB MORE THAN ONE ACRE OF LAND \ (\ oe “i Y ® NS EXISTING INVERT OUT OF 613.85 \ 1 13. CREATE ONE-GUARTER ACRE OR MORE OF REGULATED MOTOR VEHICLE SURFACE, Ri ri Peat oUse Ie RADE a B18. 5 LF 18" HDPE @ 0 i " \ \ \ N.J. ENGINEERING CERTIFICATE OF ede Hy ll ).* = 1 2. SINCE THE PROJECT IS NOT CONSIDERED A MAJOR DEVELOPMENT. THE PROJECT I5 NOT SUBJECT TO IN " ONC INVERT IN: 615.14. PROPOSED PAVEMENT 1 F | Eb L D \ AUTHORIZATION No. 24GA28118200 ANY GROUNDWATER RECHARGE OR STORMWATER QUALITY REQUIREMENTS AS PER NJAC 7:8. EX, INVERT: 615.14 (VERIFY IN FIELD) . \r AREA (WIDEN EXISTING ‘ _— 1 Re re ETN a Sie me GUCT NO PRORCEED STORMWATER DETENTION Ie REQUINGD yy boo A i . € ~ Ww PAVEMENT FOR. 65) \ aN \ I CERTIFY THAT THESE PLANS HAVE BEEN a 1. . 7 oa aL y PEDESTRIAN ACCESS) 1 —- 7s EXISTING ELECTRICAL LINE TO BE REROUTED k iT \ i r — \ i \ 1 eee PREPARED UNDER MY SUPERVISION \ a TO PROPOSED ADDITION TO PROVIDE ~~. |! ! \ € > \ 4 Fog] eee LEGEND ELECTRICAL SERVICE TO NEW IMPROVEMENTS n t \ (= j ies) U \ | me \ Ne (WORK TO BE PERFORMED BY MEP ENGINEER) > i \ \ =I \ PR. TYPE 'A' INLET \ ee a H i : Mos tl | >

E ~~. |! ! \ € > \ 4 Fog] eee LEGEND ELECTRICAL SERVICE TO NEW IMPROVEMENTS n t \ (= j ies) U \ | me \ Ne (WORK TO BE PERFORMED BY MEP ENGINEER) > i \ \ =I \ PR. TYPE 'A' INLET \ ee a H i : Mos tl | > SAE Gr: 618.50 eS Swe? \ nq . . A “ PR. INVERT IN: 613.68 \ \ v BUILDING DOOR \3 sore eR ey na PX A\\_ en i i388 DRAWINGS FOR ADDITIONAL | ~~ ‘f : y PROPOSED REROUTED WATER’ | \ aT e STORMWATER MANHOLE \ 3S DerAll) . o> Hl w fl B LINE (MATCH SIZE AND MATERIAL Lene . ae ~ “3 PROPOSED LIMIT OF F \ ae © OF EXISTING WATER MAIN}. — eee / y * J \ a —_— —_ CX i734 Sry 00 Ae { fi x / @ \s2 LF 18" HDPE @ 0.4% -— —_ — i ADDITIONAL ASPHALT oo , F OETA H | a weno? XY cr. a aa : i i I ees a ; . Ap \ 618.21 (EX.)_ > ob 618.83 (EX ©,-PROPOSED DOOR, TYP. a 1 2 H g a rF N\ PROPOSED HEALTH AND 7 : PROPOSED COVERED CANOPY ra CHARLES J. STEWART, P.E./P.L.S. STORMWATER PIPING \ ORO ED GAS SER AOE A FITNESS CENTER “7” ABOVE (SEE ARCH. DRAWINGS FOR / F ence NJ REGISTERED PROFESSIONAL ENGINEER LICENSE AND MATCH SIZE AND MATERIAL OF .. YX (3,500 + SF ADDITION) 618.47 (EX. NN ~ ADDITIONAL DETAIL) / -| NJ PROFESSIONAL LAND SUR’ CENSE NO. 24GB035884 LIMIT OF DISTURBANCE BUSTING CASTATERAL OF (7,684 TOTAL FOOTPRINT) W | } / — ead a \ . f FFE: 618,90 \ i | | wen C VO) SO iad PROJECT NAME SILT FENCE Nee ET-WIDE mt AN \ de assenrenet \ ~ N ' \ \ \ SIDEWALK y, \ \ i | __ SETON HALL PREPARATORY SCHOOL ACCESS PAD NS POTION KX N\ forage A BO ass ant HEALTH AND FITNESS CENTER 618.79 .. . INLET PROTECTION 618.50" i! —lcllC—————— ee YElll aa PH ISTING ASPHALT KELLY ATHLETIC CENTER SS _ a! i VEX ST. . ~ : WITHIN LIMITS OF . hy ; 618.99 3 f DISTURBANCE TO BE EXISTING CONTOUR | | yeuret Sones , SX Ln EN REPLACES TYP. 700 PROSPECT AVENUE 24 PROPOSED CONTOUR ry hai ete | merous OR A Gc > 617.56 (EX. TOWNSHIP OF WEST ORANGE f ED / eh tr i , $ $ Ss PROPOSED SANITARY SEWER PIPE , PAVEMENT. TYP. - | B U | | N G z£ Ii ! LU ° PROPOSED GAS LINE fe SALT (EX. FF /618.90 4 w Ww PROPOSED WATER LINE 4 ear. xy _ sa7.48 EX, TOTAL LIMIT OF DISTURBANCE: 17,334 SF / 0.40 ACRES ESSEX COUNTY, NEW JERSEY TAX BLOCK 82.01, LOT 1 RI-RE REE RE a. PROPOSED = <= = bi =} Sa NZW/“ CLEANOUT, TYP. Ra! ‘PROPOSED 9-FT-WIDE —~ a 1 \ 77 SIDEWALK eo —~\eq fea axis TING MF DRAWING TITLE “ EXISTING STORAGE BUILDI S10 —— RECONSTRUCT EXISTING / — x INVERT our: 613.27 THIS PROJECT IS EXEMPT FROM SOIL COMPACTION (\ eto REVAIAND BE RENOVATE

SIDEWALK eo —~\eq fea axis TING MF DRAWING TITLE “ EXISTING STORAGE BUILDI S10 —— RECONSTRUCT EXISTING / — x INVERT our: 613.27 THIS PROJECT IS EXEMPT FROM SOIL COMPACTION (\ eto REVAIAND BE RENOVATE AS ROOFLEADER CONNECTION IN-KIND. . ua SITE, GRADING, UTILITY, AND . TESTING SINCE IT IS LOCATED IN THE AL oy’ PART OF NEW ADPITION onan 61 O oo ee EROSION CONTROL PLAN METROPOLITAN PLANNING AREA (PA-1) ZONE. \ a x TOP WALL=598.12 I ee ere c INV. =594.85 _~ \ / \ \ oe CHECKED BY: CIS. DRAWN BY: ENS SCALE: 1" = 20' SHEET NO: ee PROJECT #: P-22-34-01 FIRST ISSUE: 10/13/2022 TO 9 ip 20" 40' | DRAWING NO. \ \ ae / i ee SCALE: 1"=20" <a — = - sre — —I-E ——— SP-103.10 a - a T ™™/~) - \ ao eee 0.0.5. #07 NN 7 / _ aa = TOP WEIR= 598.89 AP nl dl L Wa ins 505 90 (7" ADIE \ A o O Al W n 1