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HomeMy WebLinkAboutPlansB DRAWING INDEX SHEET DESCRIPTION REVISION T-1 TITLE SHEET 2 C-1 ABUTTERS PLAN & EXISTING CONDITIONS 3 A-1 AERIAL & USGS MAPS 2 A-2 COMPILED PLOT PLAN 2 A-3 OVERALL SITE PLAN 2 A-4 COMPOUND PLAN & ELEVATION 2 A-5 PLANTING PLAN 2 SE-T SITING ELEVATIONS 2 D-1 DETAILS 2 TO CA-4 CO -APPLICANT DETAILS 2 EC-1 EROSION CONTROL PLAN & DETAILS 2 GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER & APPLICANT REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 2. PLANS FOR PERMITTING PURPOSES ONLY. NOT FOR CONSTRUCTION. 3. ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM SURFACE INVESTIGATIONS AND EXISTING PLANS OF RECORD. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO ANY SITE WORK. CALL DIG -SAFE (888) 344-7233 72-HOURS PRIOR TO ANY EXCAVATION. 4. THIS SHEET WAS ORIGINALLY PRINTED TO ANSI D (22"x34") NTH 1" MARGINS. PRINTING TO ANSI 8 (11"07-) WILL RESULT IN A HALF -SCALE (1:2) SHEET SET W TH 1/2" MARGINS. CONFIRM ALL SCALED DISTANCES NTH GRAPHICAL SCALES SHOWN HEREIN. 5. NEW CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO THE FOLLOWING: BUILDING CODE: MASSACHUSETTS STATE BUILDING CODE (780 CMR) 9TH EDITION (2015 IBC) AND AMENDMENTS ELECTRICAL CODE: NEC 2020 WITH MASSACHUSETTS AMENDMENTS (527 CMR 12.00) 6. THIS PROJECT IS SUBJECT TO RENEW AND APPROVAL BY THE CAPE COD COMMISSION (CCC) THROUGH ITS DEVELOPMENT OF REGIONAL IMPACT DECISION IN ADDITION TO LOCAL APPROVALS. I BLUE SKY TOWERS III, LLC SITE NAME: SOUTH YARMOUTH SITE NUMBER: MA-5104 ADDRESS: 1044 ROUTE 28 SOUTH YARMOUTH, MA 02664 VICINITY MAP LONG POND (19 M1s v� 9 p� 4S SWAN POND LOCUS yow R��M1B 3 o N 8 8 A A Tam 2m ^ SCALE: 1" = 1000'2 (22x34) r = 2000•1, (na7) CO -APPLICANT INFORMATION SITE NUMBER: MA-5104 at&t NEW CINGULAR WIRELESS PCS, LLC AT&i') 550 COCHITDATE ROAD FRAMINGHAV, VA M701 CO -APPLICANT INFORMATION I SITE NUMBER: 4HY0604- T - -Mobile ■ ERCE WAY ST LLC 9U COM NORTON, MA 02766 PROJECT INFORMATION SITE TYPE RAW _AND WIRELESS COMMUNICATIONS FACILITY SCOPE OF WORK: PROPOSED 110' TALL MONOPOLE TOWER WITH 55'x6O' FENCED COMPOUND WITHIN 10O'x100' LEASE AREA. SITE NAME: SOUTH YARMOUTH SITE NUMBER: MA-5104 SITE ADDRESS: 1044 ROUTE 28 SOUTH YARMOUTH. MA 02664 ASSESSOR'S TAX IDh: MAP 50 LOT 189.1 ZONING DISTRICT(S): BUSINESS (B2) HOTEL/MOTEL OVERLAY DISTRICT 1 (HMOD1) VILLAGE CENTER OVERLAY DISTRICT (VC3) LATITUDE: 41' 39' 32.08"3 N (SURVEY 1A) LONGITUDE: 70' 12' 15.16"i W (SURVEY 1A) (P) ELEVATION: 13.6't DATUM: NAD83/NAVD88 PROPERTY OWNER: N/F ROMAN CATHOLIC BISHOP OF FALL RIVER C/O ST. PIUS X P.O. BOX 2577 FALL RIVER, MA 02722 APPLICANT: BLUE SKY TOWERS III, LLC 352 PARK STREET SUITE 106 NORTH READING, MA 01864 SITE ENGINEER: PROTERRA DESIGN GROUP, LLC 4 BAY ROAD BUILDING A; SUITE 200 HADLEY, MA 01035 TEL: (413) 320-4918 SURVEYOR: NORTHEAST SURVEY CONSULTANTS 3 FERRY STREET STUDIO 1 EAST EASTHAMPTON, MA 01027 TEL: (413) 203-5144 p Pr©Terra WDESIGN GROUP, LLD Bey R200 eui aq A: Su'ne 1W X ley, MA O�mS XX:(4up2o-4sle > D uiCONSULTANTS Z LHL 5r W IL Cl ------------ 3w3333 rw wow 020000022 oo_ .w.N�� -Q oo�moo� o e �C�N inyn J yy� W N m 0 DATE: 1012512021 DRAW BLM/BTZ CHECK: JMM/TEJ SCALE: SEE PLAN JOB NO.: 17-056 SHEET PRE TITLE SHEET 70CE ��2 3 T 2 7 Z021 T-1 HEALTH DEPT. 0 G B B 2 3 i N/F - NOW OR FORMERLY SN 95 / IPF/IRFO - IRON PIPE / ROD FOUND xLOR RrtA/F 68 FOWVY ROM, 30-96 Q - CONCRETE BOUND FOUND LSW95L�DMLS uA 02WA swlx xaRYwM, uA O268c KAIHIF£xx SFARAxO I6 iAttpt S1REEi / �, BI -CATCH BASIN , W.THAA MA 0215< So-gJ N / jT - UTILITY POLE AUACK NNo tRn. ATC2E- / -LOCUS PROPERTY LINE A w0.T1Au, MA 02a53 / ---- - _ ABUTTERS PROPERLY LINE - ZONING LINE + a N_ I _ - FEMA FLOOD ZONE LINE 20 R /-------------- - CONTOUR LINE 1 S>Y2<b2T - E:82 A* J ' \.lI.M.IJ.AMAJ OHW - OVERHEAD 'ORE - TREELINE 50-10 NIMA i PAWACA 69 UMC PWO ON, .TU YPRMWM. MA C2664 W-9 N/F JOSEPH P. NAME.. P.O. BOX 941 SCUM YARMWM MA 02664 50-8 x ALLEN E RYCAF P.O, P.O. BOX , . BREWs1EB. NA 2fi31 50-3 ' NF E. ROVAR rRCHRi 203 ST wRExlxau, MA 02093 AMA / I /I 1 50MT N O LOCUS 1 WEMEY ,6Lre' i BEAUTY CPC REALTY MOST REM 4SMIIDDAN. :Lj W OYf N/F RWAx CATHWC M.OP ' EAST 4A 02537 , ry Q z N O = Q O r CT FALL EWER C/O ST. PILO X P.O. BOX 2577 / O q� ��] � [y W FAIL RIWR, NA 02722 CEEO 6Gg-IM !p �=� SE �µy CRF �' '+! ROBE /810> 1 O ¢ O I PUV 18-29 /Y y ,ye ry o N I NO 8� 4�J� ,A .y I f MAN It If RT I Iz! PARKING � Is � S'65;E O mtAO YNA:G4.L ET Oz S' T IF OC. LIM0102.41 \ ' i Bp PAAKll IxO CN / I CBF \MO \I j !� \ PRCPOSEO.CENIER COHIROL POINT- CM, Ui: 41'39'J2.00• / NA0 NAIL SEl N:2>OS{>2E4 3/ w000E0 \ 1 `�\\ 0P//100-]SA LN :70U21119 N: 1010 51 Et01025L20 G1010Y220 esE� g , GRg1N0 EL:12'3 r W`^_ / ) M05'36'1a1Y 33Sz'� IW.W' 5X-190 ..A M. D IO ANN4 TRUSTEE P.O. BOX I= Mum YARMOUTH. MA 02664 ZONE:B 50-191 N/ AD1 H. NEST ]0 LONG SMITH OOlx 026644 ,. 1. uA 026644 0-190 N NIXN F. CASAL£ 10 eMLTHE sWIH r0RM 4A• J 026642fi64 � IN EL-IaS4' SPINE W ROOT P 10'O r i� (S I I I I I ^ 1 1 1 I 1 N 1 wooDD 50-IBB JCHN 9ALM I74 C. NOWS ROAD SWM TARNWIN. MA .&Sfi 3 4 SO-HY1 MART MOLLS MUNEN 2245 MAIN STREET N' REHAM, MA 02571 5 FAA 1-A CERTIFICATION HEREBY CERTIFY THAT THE LATITUDE, LONpIDDE, AND ELEVATION PRESENTED HEREON VFET ME REQUIREMENTS OF THE FAA WITH THE FOLLOWING ACCURACIES: -HREE (3) FEET VERTICALLY 'WENTY FEET HORIZONTALLY ]22 P� — 0 /02/2019 DATE DA'!F. STASZ, ALS S 47160 SURVEY NOTES L SITE DETAIL SHOWN ON MIS SURVEY IS BASED ON FIELD DATA COLLECTED ON NOVEMBER 28, 2017. THIS SURVEY IS PREPARED IN CONFORMANCE W1M ME PROCEDURES AND REQUIREMENTS FOR DATA ACCUMULATION SURVEYS, AS SET FORM IN 250 CMR SECTION 6.02. BOUNDARY INFORMATION IS COMPILED FROM RECORD DOCUMENTS AND IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD BOUNDARY SURVEY. AND 15 SUBJECT TO CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. 2. THE PURPOSE OF THIS SURVEY IS TO SUPPORT THE DESIGN AND CONSTRUCTION OF A TELECOMMUNICATION FACILITY. USE OF THIS SURVEY BY ANYONE OTHER THAN BLUE SKY TOWERS III, LLC, AND USE OF THIS SURVEY FOR ANY PURPOSE NOT RELATED TO ME DESIGN OF ME INTENDED FACILITY IS STRICTLY PROHIBITED. 3. PROPERTY LINES AND BOUNDARY DIMENSIONS SHOWN ON THIS SURVEY ARE BASED ON A COMPILATION OF RECORDED PLANS AND DEEDS AND ARE NOT INTENDED TO REPRESENT DEFINITIVE BOUNDARY LINES OR BE USED FOR ME PURPOSES OF CONVEYANCE. PROPERTY RELATED INFORMATION HAS NOT BEEN CONFIRMED BY FIELD SURVEY OBSERVATIONS AND NO ASSESSMENT OF LAND OCCUPATION HAS BEEN CONDUCTED IN ME PREPARATION OF THIS SURVEY. A PROPERTY LINE RETRACEMENT SURVEY HAS NOT BEEN CONDUCTED. ME PROPERTY LINES SHOWN ON THIS PLAN ARE ME LINES LOADING EXSTING OWNERSHIP'S, AND ME LINES OF STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED, AND NO NEW LINES FOR DMSION OF EXISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN. 5. PRIMARY GEODETIC SURVEY CONTROL WAS ESTABLISHED FROM AN ON ME GROUND SURVEY USING ME GLOBAL POSITIONING SYSTEM (GPS) ON NOVEMBER 28. 2017 . THE HORIZONTAL REFERENCED DATUM IS ME NAD 83 BASED ON THE GRS 80 REFERENCE ELLIPSOID. ME GRID COORDINATES ARE BASED ON THE MASSACHUSETTS STATE PLANE COORDINATE SYSTEM OF 1983 CORS96 (MAINLAND 2001). ELEVATIONS SHOWN ARE ASSUMED AND ARE APPROXIMATED TO ME NAVD 88 VERTCAL DATUM. VERTICAL AND HORIZONTAL INFORMATION SHOWN MEETS ME STANDARD CRITERIA FOR AN FAA IA CERTFICAIION (20't HORIZONTAL AND 3't VERTICAL). 6. IN ME EVENT THAT BENCHMARKS (MM-S). ESTABLISHED FOR THIS PROJECT AND PUBLISHED ON THIS SURVEY, ARE DESTROYED, NOT RECOVERABLE OR A DISCREPANCY IS FOUND, THE USER SHOULD NOTIFY THIS FIRM IN WRITNG PRIOR TO COMMENCING OR CONTINUING ANY WORK. 2. ME LOCUS PARCEL IS SHOWN AS PARCEL 50-189.1 IN ME TOWN OF YARMOUTH TAX ASSESSOR'S DATABASE. 8. ME PROJECT AREA IS LOCATED IN FLOOD ZONE AE (BASE FLOOD ELEVATION = IT') & ZONE -X- (SHADED) (AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE ROOD WIM AVERAGE DEPTHS OF LESS MAN I FOOT OR WITH DRAINAGE AREAS LESS MAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD), AND ZONE X (UNSHADED) (AREAS OF MINIMAL FLOODING) AS SHOWN ON FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 25DOlC 0587 J. DATED JULY 16, 2014. 9. ME LOCUS PARCEL IS LOCATED IN ME TOWN OF YARMOUTH B2 ZONING DISTRICT (VILLAGE CENTER 3 OVERLAY DISTRICT & HOTEL/MOTEL OVERLAY DISTRICT). 10. ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM SURFACE INVESTGATONS AND EXISTING PLANS OF RECORD. ME CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO ANY SITE WORK. CALL ME FOULGANG FOR ALL PRE -CONSTRUCTION NOTIFICATION 72-HOURS PRIOR TO ANY EXCAVATION ACTINTY: DIG SAFE SYSTEM (MA. ME. NH, RI, VT): 1-888-344-2233 11. NO WETLAND DELINEATIONS WERE OBSERVED. PROPERTY OWNER: ROMAN CATHOLIC BISHOP OF FALL RIVER C/o ST. PLUS X P.O. BOX 2577 FALL RIVER, MA 02722 LOCUS DEED REFERENCE: DEED BOOK 669 PAGE 144 PLAN REFERENCES: PLAN BOOK 28 PAGE 29 ABUTTERS PLAN & EXISTING CONDITIONS_ M9 0 (22-X34-) SCALE: 1-40' - PAS A PIT,17') SCALE: 1'.90' 40' 0' OCT 27 2021 HEALTH DEPT. 5 C Pr©Terra DESIGN GROUP, LLC Bay R B„aeme A; m.. zoo My, w DU35 OP13)320-ems CONSULTANTS NORTHEAST SURVEY CONSULTANTS • ww z r wSi u p¢wrca LLr 3w6 o w2 6 K NFUOa - E7 OmmN O � �m da 0 ym yyyq'III �j9-1O p� �y 0Oy C Lo^n ( y�p wn V J y�iiy y� V) W m �y 0 DATE 08/02/2020 DRAWN: JDG CHECK: BCF SCALE: 1 =40' JOB ND.: I2-290 SHEET TIRE' ABUTTERS PLAN t@' EXISTING CONDITIONS C-1 1 2 REF: "USGS COLOR ORTHO IMAGERY (2013/2014)- DATALAYER DATED APRIL 2013/2014 PREPARED BY OFFICE OF GEOGRAPHIC INFORMATION (MASSGIS). COMMONWEALTH OF MASSACHUSETTS. INFORMATION TECHNOLOGY DMSION ©AERIAL PHOTO 1 mo so UM zoo WUF�;:�W (2W3) A-1 2W'(11.111 2 3 q'WAY REF: DENNIS. MA QUADRANGLES, PREPARED BY UNITED STATES DEPARTMENT OF THE INTERIOR, U.S. GEOLOGICAL SURVEY, DATED 2015 DER WETLANDS - GEOGRAPHIC IN PREPARED U OFFICE OF GEOGRAPHIC INFORMATION (MAGSG09) ® © USGS MAP 2 wo�2. COMMONWEALTH OF 2009 NUE_ Y- (2 ` 4) A-1 MASSACHUSETTG, MAGSIT r-tao0'(n.to) 4 5 a�CS�uV Pr©Terra DESIGN GROUP. LLC l . Rey R2. Be:i o035 9 a: Sv4e — a1I MA 01 Ph(413)320-4M0 D NTS r, 0 y L4 i. U J s y W IX ul m0 STAMP: $9� l DATE 10125120 DRANK: BLM/512 CHECK: JMM/TEJ SCALE SEE PLAN a SHEET TIRE AERIAL It USGS MAPS A-1 HEALTH DEPT 1 O` 50-36 50-35 NP C hL O L O aF �FO RFC' 2 1 3 ©COMPILED PLOT PLAN % I0 w 0 H0 160 SCALE I'-8W (22,34) A-2 1 =1I0' bl.n) 1 1 2 1 3 4 4 REFERENCES PROPERTY LINE. TOPOGRAPHY AND EXISTING FEATURES - SEE SHEET C-1. ZONING DISTRICTS - MAP ENTTLED "ZONING MAP OF THE TOM OF YARMOu T-­a.,r., THROUGH ANNUAL TOWN MEETING. MAY ), 2016. THE FOLLOWING DATALAYERS PREPARED BY OFFICE OF GEOGRAPHIC INFORMATION (MASSGIS), COMMONWEALTH OF MASSACHUSETTS, MASSIT - BUILDING STRUCTURES (2-D, FROM ORMO IMAGERY) (JUNE 2017) - MASSDEP WETLANDS (FEATURES INCLUDING OPEN WATER, MARSHES, SWAMPS & TIDAL FLATS) (DECEMBER 2017) - FEMA NATIONAL FLOOD HAZARD LAYER CONFIRMED WITH FLOOD INSURANCE RATE MAP 25001CO587J EFFECTIVE JULY 16, 2014 PREPARED BY FEDERAL EMERGENCY MANAGEMENT AGENCY, US DEPARTMENT OF HOMELAND SECURITY. PORTIONS OF THE SITE ARE LOCATED WITHIN ZONE AE AND ZONE X. ZONE X IS CLASSIFIED AS AN AREA DETERMINED TO BE OUTSIDE ME 0.2% ANNUAL CHANCE FLOOOPLAIN. ZONE AE IS A FEMA SPECIAL FLOOD HAZARD AREA SUBJECT TO INUNDATION BY THE ONE -PERCENT ANNUAL CHANCE FLOOD WHERE BASE FLOOD ELEVATORS HAVE BEEN DETERMINED. A PORTION OF THE PROPOSED WORK IS LOCATED W1MIN LAND SUBJECT TO COASTAL STORM FLOWAGE. I ZONE X - AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE — FLOODPLAIN. AREAS OF 0.2% ANNUAL CHANCE FLOOD, AREAS OF 1% ANNUA- I++ ZONE X - CHANCE FLOOD MH AVERAGE DEPTHS OF LESS THAN i FOOT L OR WITH DRAINAGE AREAS LESS MAN i SQUARE MILE: AND +� r AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE MOOD. SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO ZONE AE -INUNDATION BY TIE 1% ANNUAL CHANCE FLOOD; BASE FLOOD �.= i1t ELEVATIONS DETERMINED. I (LAND SUBJECT TO COASTAL STORM FLOWAGE) GENERAL NOTES 1. THE TYPE. DIMENSIONS, MOUNTING HARDWARE. AND POSITIONS OF ALL PROJECT OWNER'S EQUIPMENT ARE SHOWN IN ILLUSTRATIVE FASHION, ACTUAL HARDWARE DETAILS AND FINAL LOCATIONS MAY DIFFER SLIGHTLY FROM MAT IS SHOWN. 2. THE PROJECT OWNER'S PCS FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS ONLY ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY IS NOT GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS 3. THE DESIGN OF ME TOWER, FOUNDATION AND ANTENNA MOUNTING HARDWARE WILL MEET ME ANSI /EIA/TIA-222-G STANDARDS FOR STRUCTURAL STEEL ANTENNA SUPPORTING STRUCTURES AND STATE BUILDING CODE REQUIREMENTS. DETAILED CONSTRUCTION DRAWINGS AND STRUCTURAL CALCULATIONS WILL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER AND SUBMITTED WITH A BUILDING PERMIT APPLICATION FOR RENEW AND APPROVAL BY THE LOCAL BUILDING CODE ENFORCEMENT OFFICIAL, 4. ONCE THE FACILITY BECOMES FULLY OPERATIONAL, NORMAL AND ROUTINE MAINTENANCE BY TOWER OWNER'S AND CARRIER'S TECHNICIANS WILL BE PERFORMED. THE ESTIMATED VEHICULAR TRAFFIC GENERATED BY THESE VISITS 15 PREDICTED TO BE LESS MAN ME TYPICAL TRAFFIC GENERATED BY A SINGE=<a _' 'I% _[G ZONING SUMMARY ZONING DISTRICT(5): BUSINESS DISTRICT (B2) OVERLAY DISTRICT(S): HOTEL/MOTEL OVERLAY DISTRICT 1 (HMI VILLAGE CENTERS OVERLAY DISTRICT 3 (VC3)' ASSESSORS ID: MAP 50 LOT 189.1 (P) USE: PERSONAL WIRELESS SERVICE FACILITY DIMENSION PROVIDED CONSTRAINT PARCEL - AREA 4.4 AC3 F MIN. PARCEL - FRONTAGE 1,223't IN. PARCEL - (E) & (P)IMPERVIOUS COVERAGE 38%t MAX (P) COMPOUND - FRONT YARD 1134 N. (P) COMPOUND - SIDE YARD 17T3 N. (P) COMPOUND - REAR YARD 69'3 IN. flS�EET) (P) COMPOUND - ACCESSORY STRUCTURE HEIGHT 14'3 X. (P) TOWER - HEIGHT (HIGHEST APPURTENANCE) 110'3 AX. (P) MONOPOLE TOWER - DISTANCE TO PROPERTY LINE 124'} IGHT) (P) FACILITY - DISTANCE TO SCENIC ROAD >300' (OLD MT) 1 - TOWN OF YARMOUTH. ZONING BYLAWS 2017, §203.5 TABLE OF DIMENSIONAL REQUIREMENTS (A): "ME VILLAGE CENTERS OVERLAY DISMICT (VCOD) OVERLAYS OTHER DISTRICTS AND ME DIMENSIONAL REQUIREMENTS OF SECTION 414 SHALL GOVERN' - TOWN OF YARMOIIM, ZONING BYLAWS 2017, §400.7.2A ALLOWED AREAS "1. ME SITING OF PERSONAL WIRELESS FACILITIES SHALL BE ALLOWED IN ANY ZONING DISTRICT._" SPECIAL CONSIDERATION FOR ME FOLLOWING: _ - TOWN OF YARMOUTH ZONING BYLAWS 2017, §408.7.6.2 HEIGHT, GROUND -MOUNTED FACILITIES: "GROUND -MOUNTED PERSONAL WIRELESS SERVICE FACIUTES SHALL NOT PROJECT HIGHER MAN TEN FEET ABOVE ME AVERAGE BUILDING HEIGHT OR, IF MERE ARE NO BUILDINGS WIMIN 300 FEET, THESE FACILITIES SHALL NOT PROJECT HIGHER MAN TEN FEET ABOVE ME AVERAGE MEE CANOPY HEIGHT, MEASURED FROM GROUND LEVEL (AGL). IN NO CASE MAY HEIGHT EXCEED 200 FEET ABOVE GR L" MILBU V LS'� C Pr®Terra DESIGN GROUP, LLC Bey RmE Hitting A. %A, 200 Hui NIA 01.I, PA: (4u)32o-49m CONSULTANTS: F oo w wwwww upuuuuu .ozoo00ozz 0 o�00000`.. Np>j. N Nun a w oon o v 6 a 3 y�C mqy� � to U -.4 J IT h U, (/1 m3 Q STAMP: lo�vt DATE: 1012512021 DRAWN: BLM/STZ CHECK. JMM/TEJ SCALE: SEE PLAN " NO: I7-056 SHEET PRE COMPILED PLOT PLAN A-2 HEALTH DEPT. 2 DISTURBANCE SUMMARY ITEM AREA (SF) {E CLEARING - — — 9.690 eAV1- SURFACES (DRIVEWAY & COMPOUND) 3,825 .LAM & SEED 6,320 -. _/G UTILITY INSTALL TO R.0 W 405 TOTAL EARTH DISTURBANCE 10.550 3 r� I (E) WOODED AREA ZONEX (UNSHADED) �OIy� / OW •//p I I. 15- — `p -(P) FENCED COMPOUND AND 9LL — MONOPOLE TOWER WITHIN + N` 1 C e t00.100 LEASE AREA l / / FEMA ROOD j (ZONE X) ROUNDARY (P) TREE urvE 74 T / D-t _e (P) 1WIDE D PEA GRAVEL DIAPHRAGM RAGM o 0 0 2 (P) VEGETATED SWALE — — - - - - -- p .WITH EROSION CONTROL ------I BLANKET. TIP. I L__ / ZHADE /-' (P) PAD MOUNTED SOIL MAP UNIT: 252A 11 TtANSFORMER FEMA ROOD (ZONE AE) \ CARVER COARSE SANG 100 YEAR FLOOD PLAIN AND HSG: W LAND SUBJECT TO COASTAL STORM FLOWAGE. 11' AMSL (ABOVE MEAN SEA LEVEL) (E) WOODED ��/ i TT AREA 220'3 FACE) `'/ / //(MONOPOLE TOWER / (P) 12' WDE— D-t CRA_WL DRIVEWAY AO' \ 2OREAE / \ PEI r_I Atli 1®a 7f�1 :p+� (P) TREE UNE1 fA 4-�,r/-f r*—I 6 (P) INFILTRATION BASIN MTH SEDIMENT FOREBAY 0-1 (PRETREATMENT) / I t 1 AREA 0 PARKING` ` * 0 / I I (P) UNDERGROUND UTLITES 1f 1 — z 11— — ------------- 00 I 1 (E) PAVED PARKING LOT I I (P) 10' WIDE (E) NATURAL � 1 UTILITY EASEMENT VEGETATED I TO PUBLIC R_0 W FILTER STRIP 1 \ 1 1 (E) UTILITY POLE ®� OVERALL SITE PLAN 1 a200-36 SCAI-E I'-:5' (]2.de) A-3 —OHW—� =b DI=ID 15 11 15 b AS REQUIRED 1 1 2 � 1 1 1 I I \ 1 I \ 1 I I r ! \ \ I J jw= (E)BIT. DRIVEOHW OHW OHW�S 3 ROUTE28 4 I I` DUTY POLE I 1, 64'JT (MONOPOLE TOWER FACE) 1 Ill 5 Pr©Terra /f J' DESIGN GROUP, LLO 4 Boy BmE @A Hnq A. Suite 2. Hadley Me OIGM M:(613)]]0.e918 (E) CHURCH D BUILDING CLNTSUL TANG US I NF ROMAN CATHOLOLLIC BISHOP I OFF FALL PARISH ST. PR CIO ST.XI / P.O. BOX D FALL RIVER, A0 T I MAP SO LOT A / I AREA = AA AC! AC9 I -OE)UTILITIES OTERHEAO UTILI TIES .q 4 (E) PAVEMENT MARKINGS, TM. \ (E) PA PARKING LOT " \ — 9 — — — 7 i — — T— q OHW OHW I R@F96�1% 'yam tmmp �• 8 M14� OpryN [ia� w e5w� Z y9O4 � J U) B ti v G, " LEI LLI m STAMP: sseM ' •h- S n� Zp1A, DATE 1012512021 DRAWN: BLM/STZ CHECK: JMMITEU I SCALE: SEE PLAN A I JOB MIT 0-056 SORT TT£ OVERALL SITE PLAN A-3 HEALTH DEPT. 1 I (P) 100'%100'j(F) CARRIER LEASE LEASE AREA AREA, TIP. Z (P) VEGETATED SWAEE WITH EROSION CONTROL BLANKET, CONTROL \ 14, I (P) TREE LINE-\ on t } # } {II D-I PEA GRAVEL DIAPHRAGM `13 \ II eD-t } (P) STONE COMPOUND 1 SURFACE (P) 6' HIGH SOUND MITIGATION SHIELD, DESIGN BY OTHERS �(P) T-MOBILE � LA-t LEASE AREAA WWIT-[TH GROUND EQUIPMENT (P) METER CENTER, FEMA FLOOD (ZONE AE) LOU YEAR FLOOD PLAIN AND LAND SUBJECT TO COASTAL STORM FLOWAGE. 11' AMSL (ABOVE MEAN SEA LEVEL) \ZO e � 2 ZONE (UNSHADED) 1. 20' Dl.lp 10 s o 10 20 1 1 2 1 3 FEMA FLOOD (ZONE %) BOUNDARY + ZONE% I UTIUTY EASEMENT I TO PUBLIC R.O.W. I (P) T-MOBILE RE LA-1 e EQUIPMENT Now ONLY ONE SECTOR NEW IS SHOWN FOR CLARITY. REFER TO SHEETS FOR CA-1 AND CA-3 FOR CARRIER EQUIPMENT e (P) AT&T RF AND MOUNT DETAILS CA-3 EQUIPMENT (F) RF EQUIPMENT (BY OTHERS), TV, (P) 109'2 GALVANIZED STEEL MONOPOLE ON CONCRETE FOUNDATION, (110'3 AGL INCLUDING FOUNDATION REVEAL, BASE PLATE, AND ANCHOR BOLTS) 31% TOLERANCE FOR FABRICATION AND ERECTION. (P) AT&T (2) DC TRUNK (P) 6' TALIE LINES, (1) FIBER LINE, STOCKADE STTOCKAD FENCE AND (1) INNERDUCT RUN 1 D-1 WITHIN MONOPOLE 3' MIN. SEPARATION PROVIDED FOR ALTERNATE (F) W TALL ANTENNAS 3' MIN. SEPARATION PROVIDED FC ALTERNATE (F) 8TALL ANTENNA (P) REINFORCED CONCRETE �t--- GRADE VARIES I FOUNDATION PENDING RESULTS -- - - - EXCAVATION & PREPARATION OF OF GEOTECHNICAL REPORT ---- - - - - -- -- -I FOUNDATION BASE & STRUCTURAL BACKFILL MATERIAL SHALL BE IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS (BY OTHERS) ELEVATION 2 Sca£. I'-16 (sax) A-4 ID s o ID 20 N° 12Vl-Rul -.'.J OCT 2 7 2021 HEALTH DEPT. 4 5 Pr©Terra DESIGN GROUP, LLO BOY Root BuiJin9 A: Suite 2C0 L.dl,, NA 01 Wt Ph (413)32O- .10 0 [59-IT3TFf9I.um it h 1n«gN�pQ �Ai b i �i2vy B °j (A W LU In O DAM 10/25/2021 DRANK: SUM/Sp CHECK: JMM/IEJ SCALE A SEE PLAN JOB ND: 17-056 EFr nnE COMPOUND PLAN & ELEVATION A-4 0 B 1 2 1 3 (P) IDO X10O'� LEASE AREA (P) TREE LINE \ _13\ VEGETATED SWALE-\ WITHM EROSHOEROSION CONTROL BLANKET, TYP. I 2 2_ I A_5 I � I ❑ q-ly- LOAM IT, SEED ALL - DISTURBED AREAS OUTSIDE OF THE COMPOUND AND DRIVEWAY. STABILIZE WITH EROSION CONTROL BLANKET. (P) TREE p�I (P)STOCKADE FENCE LOAM & SEED ALL DISTURBED — AREAS OUTSIDE OF THE 10 5 0 10 30 to FLAT BOTTOM I-- SEE PLAN SEE PLAN FINISHED GRADE EROSON CONTROL BLANKET TO BE USED ON 2:1 SLOPES 2 uAx I� IN YEGETATEO SWALES. 4' TOPSOIL, FERTILIZE AND SEED SIDE SLOPES ANON BOTTOM WITH NEW ENGLAND ` EROSION CONTROL/ RESTORATION MIX FOR DETENTION BASINS & MOIST SITES BY NEW ENGLAND WETLAND PLANTS, INC. OR APPROVED EQUAL (1LBS/1250 SF) VEGETATED SWALE SCALE' xOE A_5 *—NO IT GA 6ALv KTE. COL FACT END PGNRY ALLOW FOR ADEQUATE TRUNK MOVEMENT LTHHAI BLACK PLASTIC HOSE ENLARGED OFTMI DO NOT DAMAGE ON BUT 2 T-BARS eO X 40 X 5 K 25MMM LONG GOUGH ROT BALL, MM ONE ON SIOE OF PREVAILING WINDS (OPTIGNAQ. MO. OF ROOT BALL SHALL BEAR RELATIONSHIPGAMERELATIONSHIPO FINISHED MADE AS IT DID TO PREMOUS GRADE ULGH CASM CENTRE PLANING HOLE. KEEP AWAY FROM TRUNK CREATE RAISED SAUCER AROUND EDGE M ROT BALL BACILLI. MM NAIVE SOL REMOI£ TOP 1/3 OF PRIME AN D WIRE RO ROT BALL 5 E. COIL EACH ,are-0 BLACK PLASTIC ROSE FOR ADE.I _...I CA CALY: LL`II3:LRi�1MNL9� PROM.'(2) S-a- MIN. A, CEO.sTAKEs 6' DING OUTSIDE NOT BALL MITI ME ON SIDE OF PREVAIUNG WINDS (MTCNAL AND GM.Y TO BE USED ON TEES LARGER MAT 1' CALIPER) 'MOM OF ROT BALL STALL BEM SAME REIATONRUF TO FRETTED GRADE AS IT DID TO PRONOUN MADE CREATE RAISED SAUCER ARONO EDGE M ROOT BILL LLI MN NAIVE SOL TO AVID SETTLING, DO NOT EXCAVATE BENEAM ROOT BALL RO¢Z CUT AND RENOYE TOR 1/3 OE BURLAP, bm[� TIME µ0 WINE BASKET FROM ROOT BALL I. DO NOT DAMAGE MAN ROTS OR DESTROY I BALL MIEN INSTATING TREE STAKE B&B ROOT BALL 2 WATER TNOROGHLY AFTER INSTMLATM 3 REMOVE TREE RINGS AND STAKES TWO E%STNG .8 MADE TO AVpD SETTLING YEARS AFTER INSTALLATION . NpTFc. DO NOT EXCAVATE BENEATN ROOT BALL 4. FROMM DRAINAGE OR PLANING PIT IF IN IMPERMEABLE SOIL. 1. 00 NOT DAMAGE MAN ROM OR DESTROY 5. ALL TREES MUST BE TAGGED AMID APPROVED OT BALL MIEN INSTALLING MEE STARE. BY CONSULTANT VUHIN 14 DAYS AFTER 2. WATER MMOGNLY AFTER IHSTAILATION. TENSER CLOSING, 3. THROW TREE RINGS AND STAKES FAR YEARS AFTER INSTALLATION. e. ENGAGE MNNAGE FOR PLANTNG PIT IF IN MPERMEABLL SOIL. S ALL LIKES MUST BE TAGGED AND APPROYCD BY COOLLTµT WITHIN DAYS AFTER TENDER CLOSING, TREE PLANTING DETAILS (ALL SOILS)NOT 3 TO SCALE A-5 CLEANLY PRUNE ONLY DAMAGED, DISEASED AND/OR Eµ BRANCHES PurvnnG LANE RELOCATO AND SAUCER AWARD ROT BALL . MM NAIVE SOL —CARENLLY REMOVE TM 1/3 OF BURLAP O CONTAINER (IF CONTAINER IS NO- ORGANIC REMOVE COMPLETELY) —GUT SEVERALSUTS IN ORGANIC CONTAINER TO FACILITATE ROOT PENETRAIO NOTES RIM LWATER MOROGHLY AFTER INSTALLATION. 2 FOR PLANING BED INSTALLATION EXCAVATE ENTIRE SHRUB BED AS SUDAN O PROJECT DRAWINGS SHRUB DETAIL NOT TO SCALE A-5 PLANT UST SW M COMMON NAME I OENIPC GAME SIZE (MINIMUM) I MOLES MORETTI IRE£5 - ENERMEEM CT AOmG, MIT, G.tlm CN -MM"W r¢ Rri6c 6 TO B' TALL NATURE 6 10 AAMW1- I a cgxa 6 TO 8' TALL N EIRMY Red Ce4m virgmiunu YnLµOSCpPE B TO V TALL NAITE 8 SHRUBS RM Oweboy R6MMwb Rne0.Hmdrm m mw Y TO 4 HGT xplK 8 PM Beam I P•unuc m ,wyuhmum S TO 4 HGT NATNE 5 VC .."I IN, BWm M, VaAMN,W S TO e' LOT NAIVE B MP xalNnn B,A-Y M," pe NN— T TO 4' x0T NAIVE B . AmvicaP Crvnhory I m 4ilmumo S TO I LOT xATM I AA ChymA.r .... .P.UI ID, - S TO I NOT NAIVE 2 1 3 1 4 PLANTING NOTES T EA MOM SPECIPM PLANING WALL BE EXECUTED TO E ITS SUGAR ON THE ACCDYPANnxG N. 1. COTRACTM SHALL PRONDE PROJECT DE96lER MM 5µgF5, PXOTOS, Ol SHEETS. µ0 OMER OCWENTAION FDA ALL PROPOSED MATERIALS A5 NEEDED TO ENSUE ME PRODUCTS TO BE INSTALLED AMID USED ON -SITE MEET THE DESIGN INTENT AND SPECIRCVLW 3, PLANTS TO BE APPROVAL BY PROJECT DESIGNER PRIM TO OEUVEAY TO SITE. CONTRACTOR SNALL `hRIEY THE RECEIPT BE PLAITS IN GOOD CONDHOR, A5 SPECIFIED. AND IN ME LAXITIES SHOWN OR ME PLAN. PLANT SLBSRTUTW MAY ONLY BE MADE BY PLAC£ MUMACE. ALL COMERLIALLY OBTAINED STO( ALL BE BASE ROOT (PLANING OF BARE ROT PLANTS WILL ONLY BE INSTALLED WITHIN APRIL LIST TO .UNE ISM ON SEPTEMBER 1SUR TO NOVEMER 30M). COITAIXER-GROM O B&B, AND SECURED MROUOI REtlOATF SOURCES TO ENSURE MAT PLANTS ALL BE ADAPTED TO LOCAL CLIMATE AND SUE-SPEDPC CONDIIONS. ALL PLANT MATERIAL SHALL CMFMN TO ME GUIDELINES ESTABLISHED BY 'ME AMERICAN NURSERY AND PE LANDSCAA55ODATO', LATEST EOIO 4 PLANT LOCATORS HAµLL BE BE STAKED IN ME FELT PRIOR TO INSTAUATION FFDATROVAL BY PREFECT DESIGNER D MAY BE ABTED BASED ON SITE SPECIFIC CONDIIONS, SUBS FFUIOS OE TO COMMERCIAL AVAILABILITY M LMA%OGMAL COOIMS MAY BE MACE BY ME WOUECT OESIGNM S. PLANING ALL BE DELAYED AS NEEDED TO ENSURE PLANING 15 COMPLETED DURING DRY 'AEAMM. NO PLANING ALL OCCUR IN FROZEN GROUND 6 PLANTINGS ALL BE COMENG.RATE MM LL NOTES AND SPECIPLAIOS ON MS PLAN_ OWNERS REPRESENTAINE ALL BE O SHE DURING PLANING OPERATIONS TO PNADZE EXACT LOCATORS M ALL PUMPS BASED UPON SPECIFIC NIMB C AND DUE REQUIREMENTS. J. EEFD ALL BE MIXED IN ME SPECIFIED PROPOIMS BY NEIGHT AND DOCUMENT ME ARBORS GUARANTEE OF ANALYSIS, NEED ALL BE APPUED BY ME BROADCAST METHOD AT ME RATE IP SPECM GEELONG NLLL LANE PLACE AFTER ALL OUTER PLANING IS CWPIEtE ALL DECIDED AREAS WILL E RYDRO-TAA NET AM A TACRIPER O COVERED AM AN EROSION COMB MARKET M REDUCE ENGA M. B, ALL DUE CARE MIL BE TAKEN WRING ME SITE PREPARATION AND RµING WORK TO AMOID COMPACTOR OF SOUS. 9_ ME CONLRARO ENALL BE RESPONSIBLE FDA ME CAREFUL INSTALLATION. MAINIENANCE (INCLUDING WAICBNG), AND ESTABUSTMENT M ME SEEDED AREAS AND ALL INSTALLED PLANT 4AIEflINS ALL PLANTS SHALL BE WARµTEED BY ME CONTRACTION TO REMAIN AUSE ANON ,EA -THY FOR A 12 MONM PERIO, BEYOND 12 MI ME OMNER ALL BE FOR RESPONSIBLE FOR REPLACING IEOTATON, PRE`hNTHG EROSION, µ0 NAIXTNXIHC ME PR2 FUNCTION M ME BASIN IN COMPLIANCE AM ME MAINTENANCE PLAN_ PLANINGS SH BE MONITORED FOR A In. PERIL AND MUST NAVE A 5p3 "NVAL BALE. 10 ME PROJECT LE5OER ALL PRONOE A PLANING REPORT TO ME CMYRVAIO COMMISAON ON UPCOMPLENON OF ME ESTORAIM AREA. 11. MIIW FLAN. MGAIAREA, OEPNED IN E LANDSCAPE PL, SMALL BE MAINTAINED AS A NATURAL ARG IN P- - A'. 12 GMOEL ALES LL BUTS NUMERATOR RWBA. TO BEI EMOOEDC9EE FOLLOW PROPER SAFELY AND OF PROPERTY AND DISPOSEDD OF PROPERLY. LANDSCAPE MAINTENANCE 1. ANNUAL LANDSCAPE MAINTENANCE MAY BE REQUIRED TO CONTROL UNDESIRED AND INVASINE PLANT SPECIES, Z. INANCTMO OF ME LANDSCAPE PLANTS ALL OCCUR OE (1) ONE PER MMMM TH E FIRST YEAR IS M¢ECIM SHOULD INCLUDE AN ASSESSMENT M PLANT HEAIM AND nFM AMC 3 D CI B Pr®Terra DESIGN GROUP, LLC e Bey RI NNI A: Suite 2N a61ey. 4A Ol. PL:(413)MD-4A 8 CONSULTANTS ■o .. PLACE Alliance 37 SWIM PIAUI M. SMe NNE AWI MA BIGOT 413,661 Z 3w3333 ww w wwww gmmN Kp¢KKKLLww YI OF V0000zz O [l r_Ow000rF KK pNG, TO ATw A UMi UMlyml_dd TO MgI LM oo^_ MY oory SO 11, O ¢O]VOwo �Neal A ry3 ART dir7 ?. J W Ix LU m O STAMP_ �SAGHUSFA'e5 W1 ♦Oe- DAIS: 20/25/2021 DRAWN: BLM/STZ CHECK: UMM/TEJ SCALE: SEE PLAN A UOB NO.: 17-056 SHEET RRE, PLANTING PLAN A-5 HEALTH DEPT. FLEXTERRA APPLICATION RATES SLOPE RATE 1E55 THAN 4:1 2500 lB/AC 4n TO 11 WOO LB/AC 3:1 TO 2:1 3500 LB/AC 2:1 TO 1:1 4000 LB/AC 2 :6 PT WOOD OR 3.5" D. SCH40 METAL POSTS /CAPS. 8' O.C.. MAX. GATE OPENING 12'-0' 3" 92 CEDAR BE WOOD (VERIFY WITH SITE PLAN) SLATS, STAIN OR SEAL GREY 4" O.D. SCHaO GALE GATE KEEPER TO PROTECT FROM ELEMENTS STEEL PIPE CAST STEEL GALV. W/GAS (]'H) LOCKABLE LATCH INGE A55 V9LY, e r ASSEMBLY �� I - --- - !wNIN 1: __ __ - - - - IT L HORIZONTAL CROSS F I .. L. MEMBER (INSIDE). 3 PL. I '. 7I ' 'LATH ASSEMBLY 2500 PSI CONCRETE k f /// STEEL PIPE / FRAME (INSIDE) 12'0 TYP. 17 �y� 66C. L 0.18' DEEP CON ' (CONCRETE REQUIRED �IJ IJ. FOOTING WITH 1 1/4' PIPE FOR METAL POSTS ONLY) SLEEVE, 6' L STOCKADE FENCE %'� .oE: NONE D_t 4" (MIN,) COMPACTED DEPTH OF TOPSOIL, FERTILIZE & LIME IN ACCORDANCE WITH SPECIFICATIONS FLEXTERRA TOM HYDRAULICALLY APPLIED MULCH & EROSION CONTROL BLANKET MANUFACTURED BY PROFILE PRODUCTS, LLC BUFFALO GROVE, IL. SEE TABLE FOR APPLICATION RATES. EXISTING SCARIFY SURFACE UNDISTURBED OF SUBGRADE TO SUBGRADE 2" DEPTH NEW ENGLAND EROSION CONTROL/ RESTORATION MIX FOR DRY SITES BY NEW ENGLAND WETLAND PLANTS, INC. OR APPROVED EQUAL (ILBS/1250 SF) 18'0. 2 PL (CONCRETE REQUIRED FOR METAL POSTS ONLY) 5WIDE EMERGENCY OVERFLOW SPILLWAY SHEARFORCE-10 TURF REINFORCEMENT MAT TOP OF BERM ELEV=9.00 SPILLWAY ELEV=2J0 HYDRAUUCALLY APPLIED MULCH BLANKET OR DOUBLE STRAW TYPE EROSION SLOPE TREATMENT 5 n°SLOPE TTREATMENTTAA TERNATIVE. AS SCALE: Mdff 3/4' TO 1-1/2- SURFACE STONE a (MASS DOT ACOL1, M2.01.2, M2.01.3, M2.01.4, OR APPROVED EQUAL) RUNOFF NOTE. PEA GRAVEL DIAPHRAGM SHALL BE INSTALLED AROUND DOWNHILL SIDE OF FENCED COMPOUND. PEA GRAVEL DIAPHRAGM 3 1 4 1 5 THICK (MIN.) 3/4 CLEAN WASHED STONE TM #52, MASS DOT M2.01.4. OR APPROVED EQUAL) TENDED 12' OUTSIDE OF FENCING TO EDGE OF DIAPHRAGM) MIRAIT FILTER FABRIC 140N 12 OR APPROVED EQUAL CROWN OR PITCH REMOVE (E) TOP SOIL & SUBSOIL. REPLACE AS NOTED ON PLAN WITH CLEAN STRUCTURAL FILL IN ACCORDANCE WITH RECOMMENOALONS CJZ WITHIN GEOTECHNICAL REPORT (BY OTHERS) i 4" THICK SURFACE CQURSE ly 1-1/2" DENSE GRADE CRUSHED WNW am STONE OR HARDPACK GRAVEL FOR >2.5% SLOPES (MASS DOT 142.011) I 12" THICK GRAVEL SUBBASE J GEOTEXTLE REINFORCEMENT (MASS DOT M1.03 0 TYPE D) AS REQUIRED OVER WEAK SUBBASE EXISTING PROOF -ROLLED SUBGRADE. BANK RUN GRAVEL OVER PARENT MATERIAL NOTES. 1. ALL GRANULAR MATERIALS SHALL BE COMPACTED TO 95k% MAXIMUM DRY DENSITY BY SM. PROCTOR METHOD 2. ALL CUT AND HLL SLOPES TO BE COVERED WITH JUTE MESH EROSION CONTROL BLANKETS AND/Ot HYDROSEEDED WITH NEW ENGLAND ROADSIDE MATRIX MIX AT 35LBS PER ACRE OR EQUAL. 3. IF GROUNDWATER IS INTERCEPTED. A SUBDRAIN OUTLETTED TO DAYLIGHT SHALL BE REQUIRED. CONTACT ENGINEER FOR SUITABLE DETAIL, DRIVEWAY SECTION %z1 5C,iM NONE D_1 INFILTRATION BASIN SIDE SLOPES AND SEDIMENT FOREBAY SHALL HAVE 4' (MIN.) TOPSOIL WITH AT LEAST 4% ORGANICS, INFILTRATION BASIN BOTTOM SHALL HAVE A FREE DRAINING SANDY LOAM SOIL. FERTILIZE AND SEED SIDE SLOPES AND BOTTOM WITH NEW ENGLAND EROSION CONTROL/RESTORATION MIX FOR DETENTION BASINS & MOIST SITES BY NEW ENGLAND WETLAND PLANTS, INC. OR APPROVED EQUAL. PROWDE EROSION CONTROL BLANKET FOR STABILIZATION. J i IRE MATERIAL Y LESS THAN THROUGHOUT �Jf. BASIN BERM TI BASED ON 'SUBSURFACE EXPLORATION J REPORT' PREPARED BY TOWER ENGINEERING PROFESSIONALS, INC. DATED JULY 2, 2021. SEASONAL HIGH GROUNDWATER=3,2' 9EL01 (E) GRADE (ELEv a.ei AMA) INFILTRATION BASIN D t 1 1 2 1 3 SEDIMENT FOREBAY ELEV=2J5 RFAMOWIHO OCT 2 7 2021 HEALTH OEPT. 4 �(E) PARENT MATERIAL, PROOF ROLLED SUB -GRADE COMPOUND SURFACE �1 SCA1c NOME D-1 6"0 SCH40 C.S. PIPE. FILL IMPH CONCRETE (AT 4000 PSI) GRADE BOLLARD SCA1E N.1 D_t 15"L Blue , rorrne0aramane&. by _�T (� '1� Bl6esxy Towxr Par6vem,LLC. ,B�UeS lowers ForiNalmetion on leatingoe 1 rile amm; Please ronnetmaa HI (BBB) 960g956 Of info[ 6lueskytoweeenm [vww,6lur5kytower.Eom BST Site: MA-5104 SOUTH YARMOUTH FCC Tower ID: N/A No Trespassing Prior authorbouton required. Violators will M I roseeutrd to the Fullest eMent of the law. DOES NOT INCLUDE FCC REGULATED SIGNAGE PER THE CARRIERS FEDERAL LICENSE. EMERGENCY CONTACT SIGN SCw1E: NR E D_1 5 () GI Pr©Terra DESIGN GROUP, LLC Bay RopE R.Ide,a A; ^V. 200 Im, 01m5 Ph (413)320-4919 CONSULTANTS' w�wwww��� rcsrc a��..w � it Or o z a S ok00000.'. �M.... Ercrc he u °000 ov00 oaoossos_ U QD1UOwLLO�tV 1 h pog0 4Ntgi �I . y to N 03 W 7 m; Q DATE 1012512021 DRAWN: BLM/STZ CHECK: JMM/IEJ SCALE SEE PLAN A JOB NO: 12-055 SHEET ORE. DETAILS D-1 a R (P) PROPANE GENERATOR ON 4'.10' CONCRETE PAD 3 WTHIN 9'.15' LEASE AREA A- (REMOTE EMERGENCY DISCONNECT REQUIRED FOR > 20KVA GENERATOR) (P) 6' HIGH SWND — MITIGATION SHIELD. DESIGN BY OTHERS e RTTP. OF 2 PER SE CA-1 SECTOR (6 TOTAL), PIPE -MOUNTED ya, \ SECTOR G 0- TV. ANT NA- T. OF 2 PER CA- SECTOR (6 TOTAL), PIPE -MOUNTED r--------------- I I 1 I I I I 1 I I I I I I I I I I I I I I a I SECTOR A 1 2 3 (P) ICE BRIDGE 4 WITH RF CABLES CA-i i --_-------, i / 1 iI EQUIPMENT SIZE AND RBS j(F) ppC i NUMBER SHALL BE CONFIRMED WIRI FINAL 8•a4• RE DESIGN. - I(P) CONCRETE PAD R84 3' (CONCRETE PAD) AAV BBU ° 3(LEASE AREA) (P) CABINET, TYP_ (P) UNDERGROUND 1,2 4,5 A A I UTILITIES PANFI ANTFN NAi: ERICSSON AIR6449 B 1: 33.YHi % 20AIR64 % 6.5 3 (P) CPS ANTENNA ON ICE BRIDGE \ ERICSSON 84059096E (OCTO): 95'9 Ni ' 23'1 Wi y ) t Dx CA-t —V` GROUND EQUIPMENT © LAYOUT PLAN MONOPOLE TOWER ©ANTENNA PLAN %2� SCAT£: 1'-3' (22.34) CA-1 1'=6' (11,1T) 15 0 3 6 R SECTOR B ICE BRIDGE KIT SPACED 8'-0 ANCHOR CONCRETE PAD" ALTERNATE ANCHORING DETAIL CONCRETE FOOTING ICE BRIDGE SCUE: N.IE CA-1 2 1 3 STRUT •LE IECTION EZE r3-S, END, TV CA-1 SECTOR PIP I CO -APPLICANT INFORMATION I T SITE NUMBER 4HY0604H MOBILE NORTHEA 1. ■ Mobile • IJTH 6 ERCE WAY ST, LLC 'ORTON. MA 02766 GIPS ANTENNA: REMOTE RADIO HERO' S'H r 3.2"D ERICSSO`. *�50 B21<1385 21a H- :•x . z5-0: ERICSF B25+966: - x R 12.1"D3 ANTENNA EQUIPMENT sc L z. CA-1 RF EQUIPMENT & MOUNT ISOMETRIC VIEW 5 �_1 PANEL ANTENNA, TYP. OF 2 PER 3 SECTOR (6 TOTAL). CA-1 PIPE -MOUNTED �p15LSO V L=V OCT 2 7 2021 HEALTH DEPT. r, Pr®Terra DESIGN GROUP, LLC 4 Bay RwG II.I.9 A: sort. NK bGiey, MA 01035 A, (P3)HO-491R CONSULTANTS' 3W33ww��a rc prcrc¢>�5> oz200.., fan oo� oor o oA bf y�o Swrz� �+1 6i IOhgi J y1zz�ii cFyn i. y�y J h (Y W CO :) R m3 0 DATE: 1012512021 DRAWN: BLM/STZ AME VTS CHECK: .&fM/TEJ SCALE: SEE PLAN A " NO.: 17-056 SHEET TIRE CO -APPLICANT DETAILS CA-1 5 B 1 u ATTACH RBS TO BASE FRI MANUFAC cu RBS BASE FRAME (DIMENSIONS TIRE).-' ANCHOR TO CONCRETE PAD PER MANUFACTURER'S GUIDELINE' EQUIPMENT CABINET (RBS) SCoe xoxE CA-2 v, �n MODEL RAC-24 MANUFACTURER PURCELL MOTH 254 DEPTH 20.0• HEIGHT 24.0. (37'1• WITH PLINTH 85 LBS. (EMPTY) WEIGHT 388 LBS. (MAX.) PURCELL CABINET (AAV CA-2 2 RDS 6102 ERICSSON 5L2• 27.6" 5i.Y 728 LBS I CO -APPLICANT INFORMATION I SITE NUMBER: 4HY0604H • • • ■Mobile • SUITE AMERCE WAY Si, _LC NORTON, MA G2766 4 I FRONT H MODEL 3799340400 MANUFACTURER DELTA WIDTH 20 DEPTH 10• HEIGHT Q0 W`cIGHT 75 USE. POWER PROTECTION CABINET (PPC) CA-2 MAINTAIN MINIMUM NEC -COMPLIANT WORKSPACE CLEARANCE 30• MOE. 36- HEP, 6--6" HEIGHT MODEL DUBBM-2ALM MANUFACTURER MFS DATA SERMCES WIDTH 28.54- DEPTH 28.54 HEIGHT (1 UNIT) 29-67• HEGHT (3 UNITS) 89.OY SIDE FRONT BATTERY BACK-UP CABINET (BBU) SUIE'. xOnE CA-2 AT 4 �36kW PROPANE GENERATOR ON 4'x10' CONCRETE PAD GENERATOR DETAIL %}1 SCAIE NOSE CA-2 GROUND TANK PER NFPA 54. NFPA 58 AND MASSACHUSETTS FUR GAS CODE PROPANE FILL/OUTLET PORT MAINTAIN 10MINIMUM CLEARANCE FROM IGNITION SOURCE oo$� I , 40 Mqx 5 5GO GALLON PROPANE TANK (3.1'BW x 9.9'±L x 3.8'3H). FINAL DIMENSIONS BASED ON TANK MANUFACTURER PROMDED BY PROPANE TANK SUPPLIER. NOTES• 1. THE PROPANE SYSTEM IS SHOWN ON THIS DRAWING AS A SCHEMATIC ONLY. A UCENSED GAS FITTER SHALL OBTAIN ALL REQUIRED PERMITS AND CONSTRUCT IN ACCORDANCE WITH THE UTUTY PURVEYOR AND MASSACHUSETTS FUEL GAS CODE AS NECESSARY. 2. PROVIDE ICE BRIDGE PROTECTION OVER INLET/FILL VALVE AS REQUIRED. PROPANE TANK ON CONCRETE PAD 6 .c NNE CA-2 G--)I LPOWLED OCT 2 7 2021 HEALTH DEPT. 1 1 2 1 3 1 4 1 5 6 Pr©Terra DESIGN GROUP, LLD 6� td 1. mn� Too xoel.y, uA moss rn:(<v)azo-<sIe CONSULTANTS' 0 m `• o oo�L� I Q 4y ! K F:y a.�i oWo y °°aEp� OhNi �lw a V J yy ?. c = 88e y y m 0 DATE: 1012512021 DRAWN: BLM/STZ CHECK: JMM/TEJ SCALE: SEE PLAN JOB NO: 0-OW SHEETPRE CO -APPLICANT DETAILS CA-2 B B MONOPOLE TOWER PIPE-MOUNTEDSURGE CA- SUPPRESSOR, OF 2 ICE BRIDGE SPACED ANCHOR, CONCRETE PADS ALTERNATE ANCHORING DETAIL SECTOR G 2 bN . SECTOR A 4J N PIPE-MOUNTEG PANEL ANTENNA. ( OF 2 PER SECTOR fi TOTAL) 2 A - / SECTOR B PIPE -MOUNTED BRIT OF 4 PER e SETTOR, 12 TOTAL) CA- ©ANTENNA PLAN %� SI NOME CA-3 CONCRETE FOOTING ICE BRIDGE �� SCALE: NME CA-3 ICE .E PEZE 3 REFER TO CURRENT REDS FOR RE EQUIPMENT SPECIFICS PANEL ANTENNA: 71.2'iH x 21.0'2W x 7.8"2D 71.2"3H x 20.7'±W x 7J'2D GROUND TANK PER NFPA 54. NFPA 58 AND MASSAMUSEETS FUEL. GAS CCDE PROPANE FILL/OUTLET PORT MAINTAIN 10MINIMUM CLEARANCE FROM IGNITION SOURCE 4 5 I CO -APPLICANT INFORMATION I u at&t Q SURGE SUPPRESSOR: 1&2'±H x1I10.Z±W x 31.4'20 FRONT SIDE_ REMOTE RADIO HEAD: CPS ANTENNA: 18.1"2H x 13.C±W x 8.2"3D 5"±H x 3.2'4D 16.5"tH x 13.4'3W x 5.9'3D 17 9"iH X 13.YtW X 9.4'±D 14A-±H x 13.2'3W x 10.9'±D ANTENNA EQUIPMENT 2 500 GALLON PROPANE TANK (3.1'3W x 9.9'SL x 3.8'2H). FINAL DIMENSIONS BASED ON TANK MANUFACTURER PROVIDED BY PROPANE TANK SUPPLIER. NOTES. T. THE PROPANE SYSTEM IS SHOWN ON THIS DRAWING AS A SCHEMATIC ONLY. A LICENSED GAS TITTER SHALL OBTAIN ALL REWIRED PERMITS AND CONSTRUCT IN ACCORDANCE WITH THE UTIUP PURVEYOR AND MASSACHUSETTS FUEL GAS CODE AS NECESSARY. 2. PROMDE ICE BRIDGE PROTECTION OVER INLET/FILL VALVE AS REQUIRED. PROPANE TANK ON CONCRETE PAD Q SCALE, NONE CA-} 2 1 3 PAD p PIPEEI A- ANTENNA. Tl PER SECTOR (f 2 PIPE-M( Cq_ SUPPRESS OCT 2 7 2021 HEALTH DEPT SITE NUMBER: MA-5104 NEW CINGULAR WIRELESS PCS, LLC ("AT&T") 550 COCHIMATE ROAD FRAMINGHAM. MA O1701 RF EQUIPMENT & MOUNT ISOMETRIC VIEW �1 SCALE: NONE CA-} 2 CA- C Pr©Terra DESIGN GROUP, LLD 4 Boy Rood Blid, A; SuA. 100 Eley. MA M035 PH (413)320.6910 CONSULTANTS' w wwwwwrow ¢Srcrcrcrcaww 0700000, C,0=0VV0Vrr S �v�i u�ip v�i v�i v�i¢a moo o oo� O ¢0)Vawl�O-N ��O �byW Fyy..'pi �I, WWLng Exi tom=- T/J D. J W � in {a� O STAMP. $90", DATE: 10/25/2021 DRAWN: BLM/STZ CHECK XM/TEJ SCALE: SEE PLAN A JOB NO: 17-056 SHEET PRE, CO -APPLICANT DETAILS CA-3 4 i 2 External Dimensions - 80'x80'x173' Internal Dimensions • 72' x 72' x 105' NEQ 19737 ( includes below) iMA1tWIC .TfO'b WK Md Nb CG p.>MImM1 SI.rA.rA W�M'AC 9NDPA10 !6R . GTTU PIK-tIXOMR 1]W$L,AMM15;Lbpp:4M 3N rv�. 4UN31ATN.9�RL u�+....u�w 49IIyrr4pi-AeWAr b.,x�l �wwmzNA vxw 6� il5 faliy�nl NIfL A�Wpn M�Iy P14A3WG1'.OF P1M VWIC�WN F14A4WIGNF Wh FY [auwaa>�•nstoo lTwwnu HaM .o lrvAcxwhem�.n mn�m.eAv.� olommnmA wt[ruwdomp.1014'.BD• Itwl fvuMEm MM1 1ax49 xM.en- x A: HxU ONw0a1 (P) 6' B 6'-8' WALM EQUIPMENT CABINET ON g B'-6'fxl l'-0't GONGS PAD OR CONCRETE PI ) INr (P) 6' HIGH SOUND— MIDL- GATION SHIELD, I DESIGN BY OTHERS (P) AT&T PROPANE-10' MIN. TO B e2 GENERATOR ON OVILDING CONCRETE PAD PENETRALGNS 1 I ( AUTOMATIC (P) AT&T250 SF —i TRANSFER BATCH LEASE AREA I WITH 3' CLEARANCE I � I \ I \ I i (P) RF CABLING RUN I - - - - - - - ____ ALONG ICE BRIDGE TO ------ TOWER (P) DIRECT A 2 3 (P) ICE BRIDGE WITH I COOLING (DAB G0 CPS ANTENNA (P) HVAC UNIT r(P) OC BREAKER PLAN NOTE: 6'-8- X 6'-B' EQUIPMENT SHELTER FOR AT&T WIRELESS SERNCES BY VERTIV SHOWN. VERIFY MAKE AND MODEL WITH CONSTRUCTION MANAGER PRIOR TO COMMENCEMENT OF CONSTRUCTION GROUND EQUIPMENT ,s U 6 © LAYOUT PLAN 1 1 2 3'3 (LEASE AREA) 3' (CONCRETE) PVC 1NTH CLEARANCE 3 3 CO -APPLICANT INFORMATION V 5 E '. :9E4: MA-5104 1 ^���� NEW GNGVLAR WIRELESS PCS, LLC u ("AT&T") 550 COCH ROAD FRAMINGHAM, M, MA 0I701 ISOMETRIC NEW d L— 13Mn] � _ 1QYrlm a69A 69mm fnl 133 n1 ND MEW ProTerra DESIGN GROUP. LLC I PR(61])]30. [91B 0 CONSNL TANTS G3C9-C[aa0 1T) G OCT 2 7 2021 HEALTH DEPT INTEGRATED SHUTOFF (AS REQUIRED) ICONCRETE PAD PER RER'S GUIDELINES _ P l all— NFIGHI 13tin 9]Imm hE'n: __ 1365mm --'lll L 156AI Fn) SIDE W PROPANE GENERATOR 2 SCe1E: xN1E CA-4 4 5 tyoC� � �T i41 el s O 4]a ��x� yy'i' h 1L� �NSp�p PR 3F.12 liq J 1. y� q " U, J uJ in Q $TAMP. d61 a : lo�is N2� DATE: 10/25/2021 DRANK: BLM/STZ ICHECK: JMM/TEJ SCALE SEE PLAN SHEET nnIlE. CO—APPLICANT DETAILS CA-4 0 C E, / 11 EROSION - -" ` -15 — — — — (E) WOODED ©2 CONTROL PLAN ILEA 20 10 O x <O TREE _ LINE, LINE TYP. � `. / J /' -12 (E) WOODED AREA � 1I� (P) DEWATERING �I BASIN, IF REQUIRED III (P) CONSTRUCTION EC ENTRANCE`YEA \ / EAA EROSION CONTROL BARRIER R ALONG DOWNHILL EC-1 SIDE OF LIMIT OF WORK \ ml sn� OHW OHW —o-� r/ — nuw 3 (E) PAVED PARKING LOT / oI J J (P) INLET ' PROTECTION —�(E) UTILITY j POLE, TTP. J � li (P) EROSION CONTROL J Y1 BARRIER ALONG DOWNHILL \ /// SIDE OF LIMIT OF WORN PROTECTION —0(P) INLET I I (P) CONCRETE 3 \ Z I Z \ WASHOUT PIT EC-1 \ZO\ £ 1 - � 1 \ -------------------- I \ (E) PAVED P(E) PGVED } PARKING LOT LOT T() TREE LINE, I 1\ 1 TTP, I I (P) INLET L� 9� PROTECTION DUN OHW 'OHW ( OHWOHW- 4 CONSTRUCTION ENTRANCE NOES 1. AGGREGATE CONSTRUCTION ENTRANCE SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF EARTH MOMG OPERATIONS /RVfWPV 2CONSTRUCTION ENTRANCE TO ExSlNG D, BE MAINTAINED UNTIL REMOVED. R=15' GEOTEXTILE FABRIC UNDER GRAVEL 12" MIN THICKNESS J �' `PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA CONSTRUCTION ENTRANCE 1 SCIdL NONE EL-1 INSERT g 3 BTO 10' REBAR L- BRACKETS REINFORCED 10 OZ PVC INSERT STAPLES AROUND REBAR L-BRACKET$ NOTES. 1. THE CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON THIS PROJECT 2. SIGNS SHALL BE PLACED AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT. 3. THE CONCRETE WASHOUT AREA WILL BE REPLACED AS NECESSARY TO MAINTAIN CAPACITY FOR WASTE CONCRETE AND OTHER LIQUID WASTE. 4. WASHOUT RESIDUE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE, 5. DO NOT MIX EXCESS AMOUNTS OF FRESH CONCRETE OR CEMENT ON -SITE. 6. DO NOT WASH OUT CONCRETE TRUCKS INTO STORM DRAWS, OPEN DITCHES. STREETS, OR STREAMS. Z. AVOID DUMPING EXCESS CONCRETE IN NON -DESIGNATED DUMPING AREAS, 8. LOCATE WASHOUT AREA AT LEAST 50'(15 METERS) FROM STORM DRAINS, OPEN DITCHES, OR WATERBODIES. 9. WASH OUT WASTES INTO THE OUTPACK WASHOUT AS SHOWN WHERE THE CONCRETE CAN SET, BE BROKEN UP, AND THEN DISPOSED OF PROPERLY B I W ROUTE 28 MIRAT PREFABRICATED SILT FENCE OR APPROVED EQUAL. INSTALLED PER MANUFACTURER'S GUIDELINES TWO (MIN_) 1'N1'13' WOOD STAKES PER BALE DRIVEN 12- (MIN.) INTO GRADE 48' WOOD POSTS STAKED STRAW BALES END -TO -END. 6' MAX_ O.C. INSTALL ONE BALE PERPENDICULAR SET BAG ON FILTER FABRIC TO FENCE LINE PER EACH 50 LINEAR IF VEGETATION IS ABSENT FEET OF BARRIER. ' f PROTECTED SIDE SPOIL FROM BALE TRENCH FILTER BAG WORK SIDE UNDISTURBED s STAKED STRAW '/` HOSE CLAMP GROUND 1 FLOW BALES —WOODEN STAKES A DISCHARGE HOSE NOTES: 1. ENSURE DISCHARGE AREA IS COVERED By STABLE VEGETATION. 2. USE DIFFUSER NOZZLE OR LOW DISCHARGE RATE TO PREVENT SCOURING. 3, TO BE PLACED AT AN UPLAND LOCATION THAT WILL ALLOW WATER TO DRAIN TO THE GROUND- 4. SIZE OF STRAW BALE ENCLOSURE TO BE IQUO' ADJUSTED TO WATER VOLUME. 5. ADDITIONAL STRAW BALES MAY BE USED TO INCREASE RETENTION & FILTERING. DEWATERING BASIN .Al NO\F. EC-1 0 2 CONCRETE WASHOUT AREA SEALL NONE 2` HEADWDTH WOODEN STAKES PLACED 6 O.C. BLOWN/PLACED FILTRE%% SILT SO%% (g';9'; FILTER MEDIAL �or 12' TYPICAL) OR EQUAL SILT SO%% / COMPOST MEDIA SOCK 71 U p NOTES U 1. USE SILT SOXX MERE CONDITIONS DO NOT ALLOW STAKES TO BE DRIVEN. 2, SILT SO%X GILL TO MEET FILTREXSPECIFICATIONS APPLICATION REQUIREMENTS, 3. SILT SOX% COMPOST MATERIAL BE DISPERSED ON SITE, DETERMINED By ENGINEER NEER. STRAW BALE/SILT FENCE 4. FILTER MEDIA/STRAW A/STRAW BALES TO BE INERT AND FREE FROM INVASIVE WEEDS AND NON-NATIVE SPECIES, 5. MAY STAKE BEHIND SOCK AT SLIGHT ANGLE EROSION CONTROL BARRIER SCALE NO'; -- EC—t 4 5 EROSION CONTROL NOTES APPLICANT PROPOSES TO CONSTRUCT A CELLULAR TELECOMMUNICATIONS FACILITY CONSISTING OF A FENCED COMPOUND AND UTILITY WORK WITHIN A LEASE AREA AND EASEMENTS. e. TEMPORARY SILT FENCE EROSION CONTROL BARRIER SHALL BE MAINTAINED THROUGHOUT SITE CONSTRUCTION. STOCK PILE ON SITE 100 FT. OF SILT FENCE FOR EMERGENCY USE. TEMPORARY EROSION BARRIERS SHALL REMAIN IN PLACE UNTIL PERMANENT VEGETATIVE GROUND COVER IS ESTABLISHED, THE CONTRACTOR SHALL CHIP ALL BRUSH AND SLASH CUTTINGS ON SITE AND STOCKPILE THE CHIPS TO BE USED ON ALL UNSTABLE, DISTURBED AREAS DURING CONSTRUCTION AS TEMPORARY STABILIZATION MULCH. NO BURNING WILL BE ALLOWED ON SITE. TEMPORARY STABILIZATION MUST BE PROVIDED TO ANY DISTURBED EARTH THAT IS OPENED UP 1N ANY ONE LOCATION FOR MORE THAN 14 DAYS. CHIPS FROM LAND CLEARING. EROSION CONTROL BLANKETS. OR FAST GROWING RYE GRASSES MAY BE USED FOR TEMPORARY STABILIZATION AS REQUIRED. STRIPPED TOPSOIL SHALL BE STOCKPILED AND PROTECTED WITH STRAW MULCH, ALL STOCKPILES SHALL HAVE AN APPROVED SILTATION BARRIER TOTALLY SURROUNDING THE PILE. THE PILE SHALL BE IN AN APPROVED UPLAND AREA A MINIMUM OF TWENTY-FIVE FEET FROM ALL RESOURCE AREAS. THE PHASING AND SEQUENCING OF THE WORK FOR THE SIZE PREPARATION FOR THE TFIFCOMMLIUCATTAS LOAM AND SEED DISTURBED AREAS INAL CLEANUP. THE ESTIMATED OF THE WORK IS APPROXIMATELY TWELVE (12) WEEKS Pr©Terra DESIGN GROUP, LLC 4 Bay Rw 3.1rT, A; sa. sm e ry. o1D35 lot (41])Ji0-4ON D Eo THE COMPOUND ENCLOSURE IS SURFACED NTH CRUSHED STONE UNDERLAIN BY A WEEO-BLOCK SYNTHETIC FILTER FABRIC. DRAINAGE PATTERNS. RUNOFF VOLUMES AND TEAK FLOW RATES WILL NOT BE ALTERED BY THE PROPOSED CONSTRUCTION. ALL DISTURBED AREAS OUTSIDE THE LIMITS OF THE FENCED COMPOUND SHALL BE PERMANENTLY ESTABLISHED - MTH A NATIVE VEGETATIVE GROUND COVER AT THE CONCLUSION OF CONSTRUCTION. GRADED AREAS SHALL BE ?ROTECTED WTH STRAW MULCH UNTIL A GOOD Y_GETATIVE COVER IS ESTABLISHED. THE TOTALIMPACT C AREA OF THE DISTURBED CONSTRUCTION SITE IS BOUNDED BY THE 'LIMIT TU WORK" WI SHOWN HEREON, THE WORK IS APPROXIMATELY M AREA OF DISTURBANCE WITHIN THE LIMIT OF WORK I$ APPR ARE ATE B LOW T SQUABS FEET. THE PROJECT IMPACT AREA IS BELOW THE E%FACTION THRESHOLD OF 43,560 SQUARE FEET IN 40 CM PARTS 9, 122-124 AND THEREFORE IS NOT SUBJECT TO REGULATION UNDER THE EPA NPDES GENERAL CONSTRUCTION PERMIT PROGRAM_ 10. THE PROJECT OWNER'S GENERAL CONTRACTOR SHALL CONDUCT ALL SITE DEVELOPMENT WORK IN A MANNER THAT ODES NOT EXCEED THE LIMBWORK OF WORK SHOWN ON THE PLANS. ADDITIONALLY, THE PROJECT OWNER'S GENERAL CONTRACTOR SHALL CONDUCT ALL CONSTRUCTION TES A MANNER THAT pNOT RESULT IN STORMM WATER DI ADVERSE DISCHARGES NTH AN ADVERSE IMPACT ON ANY RESOURCE AREAS OR DOWNSTREAM TIE PROPERES. 11, UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL REMOVE ALL ACCUMULATED SILT FROM BEHIND SILTATION BARRIERS AND DISPOSE OF SILT EVENLY IN UPLAND AREAS. REMOVE ALL EROSION CONTROL DEVICES WHEN A GOOD VEGETATIVE COVER IS ESTABLISHED. 12. A CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON THIS PROJECT. SIGNS SHALL BE PLACED AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT. WASHOUT RESIDUE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. god D OCT 2 7 2021 HEALTH 5 CONSULTANT 3 � O h Eo Z7y4Zi �44� y�oa y�o Hwy. °pa�lppr WnHi S y Rqq J J :1', O Iq y y N m0 AMP: /Mol �a aKM N��e2( lo�y5 DATES 1012512021 DRAWN: BLM/STZ CHECK: JMMIMJ SCALES SEE PLAN JOB NO.: 17-056 SHEET PILE: EROSION CONTROL PLAN & DETAILS EC-1