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HomeMy WebLinkAboutFINAL APPROVED PLANS NAHS 04-15-25_Stamped - Plans - 430 OSGOOD STREET 4/15/2025 5 �aALE NORTH F" NORTH ANDOVER HIGH SCHOOL Gale Associates, Inc. Engineers and Planners ATHLETIC FIELD IMPROVEMENTS 300 LEDGEWOOD PLACE I SUITE 300 ROCKLAND, MA 02370 P 781.335.6465 F 781.335.6467 vmw.gainc.com Boston Baltimore Orlando Hartford Bedford SITE LOCATION : PREPARED FOR: This drawing and the design and construction features disclosed NORTH ANDOVER HIGH SCHOOL TOWN OF NORTH ANDOVER are proprietary to Gale Associates,Inc.and shall not be altered or reused in whole or part without the express written permission of GaleAssociates,Inc.Copyright@2024 430 OSGOOD STREET 120 MAIN STREET N 0 RTH AN DOVE R, MA 0 1845 NORTH ANDOVER , MA 01845 DRAWING NO SHEET NO TITLE PERMIT SEn_ CIVIL PLAN SHEETS G001 1 OF 38 COVER SHEET G002 2 OF 38 GENERAL NOTES C000 3 OF 38 KEY PLAN cool 4 OF 38 BASEBALL EXISTING CONDITIONS PLAN C002 5 OF 38 TENNIS EXISTING CONDITIONS PLAN C003 6 OF 38 TRACK EXISTING CONDITIONS PLAN =0 C004 7 OF 38 WALSH STADIUM EXISTING CONDITIONS PLAN Uj 00 Col 1 8 OF 38 BASEBALL DEMOLITION AND EROSION CONTROL PLAN C012 9 OF 38 TENNIS DEMOLITION AND EROSION CONTROL PLAN SITE MAP Uj U) 00 > Uj< > C01 3 10 OF 38 TRACK DEMOLITION AND EROSION CONTROL PLAN 0 �_I < Uj C014 11 OF 38 WALSH STADIUM DEMOLITION AND EROSION CONTROL PLAN Cl 01 12 OF 38 BASEBALL LAYOUT AND MATERIALS PLAN yj LU Cl 02 13 OF 38 TENNIS LAYOUT AND MATERIALS PLAN 0 > 0 NORTH 0- oLU 0 0- 00 C Cl 03 14 OF 38 TRACK LAYOUT AND MATERIALS PLAN —J> = < 0 UjC)k.I Cl 04 15 OF 38 WALSH STADIUM SITE PLAN —C)CO= tc::�< Ll 01 16 OF 38 WETLAND RESTORATION PLAN u_=O< C)<C:)= R�: q� C201 17 OF 38 BASEBALL GRADING AND DRAINAGE PLAN M�-- 0 0 Uj C202 18 OF 38 TENNIS GRADING AND DRAINAGE PLAN 0 C203 19 OF 38 TRACK GRADING AND DRAINAGE PLAN =0 C501 20 OF 38 DETAIL SHEET 1 OF 15 C502 21 OF 38 DETAIL SHEET 2 OF 15 C503 22 OF 38 DETAIL SHEET 3 OF 15 C504 23 OF 38 DETAIL SHEET 4 OF 15 C505 24 OF 38 DETAIL SHEET 5 OF 15 ............ C506 25 OF 38 DETAIL SHEET 6 OF 15 C-) C507 26 OF 38 DETAIL SHEET 7 OF 15 C508 27 OF 38 DETAIL SHEET 8 OF 15 C509 28 OF 38 DETAIL SHEET 9 OF 15 CJ 01 C51 0 29 OF 38 DETAIL SHEET 10 OF 15 C511 30 OF 38 DETAIL SHEET 12 OF 15 (D NO. DATE DESCRIPTION BY C512 31 OF 38 DETAIL SHEET 12 OF 15 PROJECT NO. 719560 U_ C513 32 OF 38 DETAIL SHEET 13 OF 15 o- CADD FILE 719560GO01 r-) C514 33 OF 38 DETAIL SHEET 14 OF 15 < DESIGNED BY RDT 0 0 C515 34 OF 38 DETAIL SHEET 15 OF 15 DRAWN BY RDT PRE-1 35 OF 38 PRE-DEVELOPMENT WATERSHED SHEET 1 OF 2 CHECKED BY KFR/PS 0- PRE-2 36 OF 38 PRE-DEVELOPMENT WATERSHED SHEET 2 OF 2 DATE 4/15/2025 C**4 POST-1 37 OF 38 POST-DEVELOPMENT WATERSHED SHEET 1 OF 2 DRAWING SCALE - C**4 GRAPHIC SCALE CD POST-2 38 OF 38 POST-DEVELOPMENT WATERSHED SHEET 2 OF 2 C**4 LOCATION MAP ELECTRICAL PLAN SHEETS SHEET TITLE C) EO 1 OF5 ELECTRICAL NOTES LEGEND AND ONE LINE DIAGRAM C) 0 CDI ElA 2 OF 5 ELECTRICAL SITE PLAN PART "All ElB 30F5 ELECTRICAL SITE PLAN PART "B" CIVIL ENGINEER : ELECTRICAL ENGINEER: 1ICI1 COVER '0 ElC 40F5 ELECTRICAL SITE PLAN PART ElD 50F5 PEDESTRIAN SITE LIGHTING & PHOTOMETRIC PLAN GALE ASSOCIATES INC . VINCENT A. DIIORIO INC SHEET 0 A ATHLETIC LIGHTING SHEETS 300 LEDGEWOOD PLACE 89 ACCESS ROAD SUITE 18 CD IS1 1 OF2 TRACK LIGHTING ILLUMINATION SUMMARY ROCKLAND I MA 02370 NORWOOD , MA 02062 10 OF Md DRAWING NO. IS2 2 OF 2 BASEBALL AND STADIUM ILLUMINATION SUMMARY E P : 781 . 335 . 6465 P : 781 . 255 . 9754 G001 CD No. 0 C) (0 1 OF LO ILL 1 2 3 4 5 6 DEMOLITION NOTES GENERAL NOTES TABLE OF DIMENSIONAL REQUIREMENTS FOR R2 ZONING DISTRICT 1. DEMOLITION TO COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE STARTING SELECTIVE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL POINTS AND LOT AREA, MINIMUM (SQUARE FEET) 43,560 AliGALE DEMOLITION. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION. BENCH MARKS NECESSARY FOR THE WORK. ALL EXISTING CONTROL POINTS AND BENCHMARKS HAVE BEEN HEIGHT, MAXIMUM (FEET) 35 2. THE OWNER MAY OCCUPY PORTIONS OF THE BUILDING IMMEDIATELY ADJACENT TO SELECTIVE DEMOLITION SHOWN ON THE EXISTING CONDITIONS PLANS. ANY ADDITIONAL CONTROL POINTS NECESSARY TO PERFORM AREAS. CONDUCT SELECTIVE DEMOLITION SO THAT OWNERS'S OPERATIONS WILL NOT BE DISRUPTED. PROVIDE THE WORK SHALL BE ESTABLISHED AND MAINTAINED BY THE CONTRACTOR. CONTRACTOR SHALL PROTECT AND STREET FRONTAGE, MINIMUM (FEET) 150 Gale Associates, Inc. NOT LESS THAN 72 HOURS NOTICE TO OWNER OF ACTIVITIES (IF ANY) THAT MAY AFFECT THEIR OPERATIONS. MAINTAIN ALL EXISTING CONTROL POINTS AND BENCHMARKS THROUGHOUT THE ENTIRE COURSE OF WORK. FRONT SETBACK, MINIMUM (FEET) 30 Engineers and Planners 3. SURVEY THE CONDITION OF THE SITE TO DETERMINE WHETHER REMOVING ANY ELEMENT MIGHT RESULT IN 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS, AND CITY STANDARDS. THE CONTRACTOR IS SIDE SETBACK, MINIMUM FEET 30 300 LEDGEWOOD PLACE I SUITE 300 E ( )RESPONSIBLE FOR OBTAINING A COPY OF THE CITY STANDARDS AND REGULATIONS FOR USE ON THIS PROJECT. ROCKLAND, MA 02370 UNDESIRABLE DAMAGE OF ANY PORTION OF ADJACENT FACILITIES DURING SELECTIVE DEMOLITION. REAR SETBACK, MINIMUM (FEET) 30 P 781.335.6465 F 781.335.6467 www.gainc.com 4. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING 3. BARRICADING, TRAFFIC CONTROL, AND PROJECT SIGNS SHALL CONFORM TO ALL STATE, LOCAL REGULATIONS. Boston Baltimore Orlando Hartford Bedford SELECTIVE DEMOLITION OPERATIONS. AREA ADJACENT TO THE PROJECT SITE WILL BE IN USE DURING CONSTRUCTION AT VARIOUS TIMES. THE FLOOR AREA RATIO, MAXIMUM N/A CONTRACTOR WILL PROVIDE ADEQUATE CONSTRUCTION FENCING DURING EACH PHASE OF THE PROJECT TO LOT COVERAGE, MAXIMUM N/A 5. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, FULLY SECURE THE PROPOSED SITE SUBJECT TO OWNER APPROVAL. THE FENCING MAY NEED ADJUSTMENT AT closed PARKING LOTS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. VARIOUS TIMES WITHOUT CONTRACT MODIFICATION. DWELLING UNIT DENSITY, MAXIMUM/ACRE N/A re This roawtarytong aleAhe signandconstandshallruction no beales teredo are proprietary to Gale Associates,Inc.and shall not be altered or 6. CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS, reused inwhol Gale or part Associates, Inc.Cop right@ess ittenpermissionof 4. THE GENERAL CONTRACTOR SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS Gale Associates,Inc.Copyright©2024 FACILITIES, AND SITE IMPROVEMENTS TO REMAIN. ENSURE SAFE PASSAGE OF PEOPLE AROUND SELECTIVE INCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF CONSTRUCTION. THE ENGINEER SHALL BE DEMOLITION AREA. NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 7. USE WATER MIST AND OTHER SUITABLE METHODS TO LIMIT THE SPREAD OF DUST AND DIRT. COMPLY WITH 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS AND/OR CONNECTION FEES GOVERNING ENVIRONMENTAL PROTECTION REGULATIONS. REQUIRED. 8. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND 6. GENERAL CONTRACTOR ALL COOR DINATE WITH OTHER TRADES AS APPLICABLE INCLUDING BUT NOT LIMITED AREAS. TO ELECTRICAL, LIGHTING, AND GAS. PERMIT SET 9. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY SELECTIVE 7. SUBSTITUTIONS AND APPROVAL OF "OR-EQUAL" PRODUCTS IN PLACE OF THOSE SPECIFIED WILL NOT BE DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE START OF SELECTIVE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER OR ENGINEER. DEMOLITION. 10. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW CONSTRUCTION AND GENERAL UTILITY NOTES AS INDICATED. CONTRACTOR TO BE RESPONSIBLE FOR ANY CUTTING AND PATCHING THAT IS REQUIRED. D 11. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES ON-SITE. AND STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON RECORD PLANS AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR 12. DO NOT BURN DEMOLISHED MATERIALS. COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD 13. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM, IF NOT BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. U J DESIGNATED TO BE SALVAGED BY THE OWNER OR REUSED. 2. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNING PERMITTING z 0 LO 14. IN AREAS WHERE BITUMINOUS CONCRETE IS TO BE REMOVED, THE EDGE OF ANY BITUMINOUS CONCRETE TO AUTHORITY, AND "DIGSAFE" AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD L J.J 0 REMAIN MUST BE A CLEAN SAW-CUT EDGE. LOCATION OF UTILITIES. _BOO LO 3. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES INTERFERING WITH THE PROPOSED LJ.J CU�J.JO W 00 EROSION CONTROL NOTES CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE EXISTING UTILITIES > WQ >O o WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLAN. 0=�2i 0 W Q 1. THE CONTRACTOR SHALL FILE A NPDES CONSTRUCTION GENERAL PERMIT AS REQUIRED BY THE EPA AT LEAST 14 4. TRENCH EXCAVATIONS SHALL BE IN ACCORDANCE WITH ALL PROVISIONS OF OSHA PART 1926, SUBPART P - W � DAYS PRIOR TO GROUNDBREAKING. NPDES PERMIT AND PLANS SHALL BE KEPT ON SITE FOR REVIEW AT ALL -'EXCAVATIONS, TRENCHES AND SHORING OF THE OCCUPATIONAL SAFETY AND HEALTH'S STANDARDS AND ALL _co _ TIMES FOR THE DURATION OF CONSTRUCTION. REQUIRED NECESSARY TRENCH SAFETY PLANS SHALL BE SUBMITTED TO THE ENGINEER AND LOCAL 2i�O> z C/)LU uj 2. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STATE AUTHORITIES FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. c)LL OO O Q 0 REGULATIONS AND ALL TOWN REGULATIONS AND PERMIT CONDITIONS. 5. ALL DRAIN, WATER AND SANITARY SEWER PIPES INSTALLED WITHIN 10 FEET OF THE BUILDING (BY OTHERS) MUST J>(DO 2: � Z 3. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE COMMENCEMENT OF ANY BE PERMITTED AND INSTALLED BY A MASSACHUSETTS LICENSED PLUMBER. W 0 U)ZO o Q L.L Q cv SITE WORK OR EARTHWORK OPERATIONS, AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. = 6. CONTRACTOR SHALL VERIFY ALL EXISTING INVERTS AND RIM ELEVATIONS PRIOR TO CONSTRUCTION. U z O= C 4. STOCKPILES SHALL BE SURROUNDED ON THEIR PERIMETERS WITH STAKED SILTATION FENCES TO PREVENT 7. THE CONTRACTOR SHALL ADJUST ALL UTILITY CASTINGS TO BE FLUSH WITH PROPOSED GRADE UNLESS - �� O 0 AND/OR CONTROL SILTATION AND EROSION. OTHERWISE SPOIL MATERIAL SHALL BE IMMEDIATELY REMOVED FROM OTHERWISE INDICATED ON PLAN. W THE SITE AND DISPOSED OF LEGALLY AND IN CONFORMANCE TO ALL TOWN REGULATIONS. J O 8. THE CONTRACTOR SHALL FIELD COORDINATE WITH THE ELECTRICAL ENGINEER TO DETERMINE EXACT POINT OF 5. ALL EROSION CONTROL MEASURES SHALL BE ROUTINELY INSPECTED, CLEANED AND REPAIRED OR REPLACED AS SERVICE CONNECTION. REFER TO THE SITE ELECTRICAL DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, =0 Z NECESSARY THROUGHOUT ALL PHASES OF CONSTRUCTION. IN ADDITION, INSPECTION SHALL TAKE PLACE AFTER SIZES, AND CIRCUITING. ~z EACH RAINFALL EVENT AND BEFORE FORECASTED RAIN. Q 9. CONTRACTOR SHALL PARGE LIFTING HOLES ON ALL CONCRETE STRUCTURES. 6. ALL SEDIMENTS MUST BE REMOVED PRIOR TO REACHING THE EXISTING DRAINAGE SYSTEMS AND/OR ANY ENVIRONMENTAL RESOURCE AREAS. 10. CONTRACTOR TO CONTACT THE NEW ENGLAND POWER COMPANY (NATIONAL GRID) PRIOR TO EXCAVATION AND PLACEMENT OF ATHLETIC LIGHT "ST' POLE FOUNDATION. CONTRACTOR TO CONFIRM ACCEPTANCE OF THE 7. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES EXTRA SILTATION FENCING FOR INSTALLATION AT THE PROPOSED LOCATION BY THE PERTINENT EASEMENT AUTHORITY. DIRECTION OF THE ENGINEER OR THE OWNER TO MITIGATE ANY EMERGENCY CONDITION. IQ 8. THE AREA OR AREAS OF ENTRANCE AND EXIT TO AND FROM THE SITE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR o TRACKED OUTSIDE OF CONSTRUCTION AREA MUST BE REMOVED IMMEDIATELY. 9. EROSION CONTROL DEVICES MAY BE ADDED OR REDUCED IN THE FIELD AS DIRECTED BY THE OWNER/ENGINEER. � 10. THE CONTRACTOR IS RESPONSIBLE FOR REESTABLISHING ANY EROSION CONTROL DEVICE WHICH THEY DISTURB. U o THE CONTRACTOR SHALL NOTIFY THE OWNER/ENGINEER OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES WHICH MAY LEAD TO UNAUTHORIZED DISCHARGE OR STORM WATER POLLUTION, SEDIMENTATION OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO, N0. DATE DESCRIPTION BY ( EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, POINTS, SOLVENTS, GREASES, FUEL AND LUBE OIL, PROJECT NO. 719560 B PESTICIDES, AND SOLID WASTE MATERIALS. CADD FILE 719560_0001 0 GRADING NOTES DESIGNED BY RDT DRAWN BY RDT Q 1. ALL GRADING SHALL MEET THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT ADA AND LOCAL M ( ) CHECKED BY KFR/PS 0- BUILDING AND ACCESSIBILITY CODES. IN GENERAL, GRADING OF SIDEWALKS SHALL NOT EXCEED 2.0%CROSS LP SLOPE AND 5.0%RUNNING SLOPE, GRADING OF ADA PARKING STALLS AND LOADING ZONES SHALL NOT EXCEED DATE 4/15/2025 N 2.0% IN ANY DIRECTION AND GRADING OF PLAZA AND GATHERING AREAS SHALL NOT EXCEED 2.0% IN ANY DRAWING SCALE - N DIRECTION. GRADING ON SIDEWALK CURB RAMPS AND OTHER ACCESSIBLE RAMPS SHALL NOT EXCEED 8.0%. ALL GRAPHIC SCALE o AREAS SHALL PROVIDE POSITIVE DRAINAGE AS TO NOT POOL WATER, MINIMUM SLOPES SHALL BE 1.0%UNLESS OTHERWISE NOTED. 2. ALL PROPOSED CONTOURS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND DESIGNED GRADIENT ARE TO BE USED IN THE EVENT OF ANY DISCREPANCIES. SHEET TITLE 0 (D 3. GRADING SHALL BE PERFORMED TO ALLOW WATER TO FLOW AWAY FROM BUILDING STRUCTURES, AND TO NOT CD ALLOW PUDDLING OF WATER ANYWHERE ON SITE. 4. MINOR ADJUSTMENTS TO FINISH GRADE TO ACCOMPLISH DRAINAGE FLOW ARE ACCEPTABLE, IF NECESSARY, GENERAL UPON PRIOR APPROVAL OF ENGINEER. NOTES 5. NEW PAVEMENT SHALL BE FLUSH AT ANY JUNCTURE WITH EXISTING PAVEMENT. U) 0 A 6. ALL EXCAVATIONS SHOULD BE STABILIZED BY CUTTING BACK SIDE SLOPES OR USING SHORING AND BRACING AS REQUIRED. ALL EXCAVATION AND SHORING SHALL BE DONE IN ACCORDANCE WITH OSHA STANDARDS AND MGL o CH. 149 SECT. 129A. 0) 7. ANY DEWATERING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. DISCHARGE OF SILTY OR OTHERWISE DRAWING NO. o "DIRTY" WATER INTO DRAINAGE SYSTEM OR ANY BODY OF WATER, WETLAND OR RESOURCE AREA SHALL NOT BE PERMITTED. ^L LL G002 2 0 2 OF 38 LOILL rn ti 1 2 3 4 5 6 NORTH Y Iv I � twa�f�� �xY GALE ............. ............ .......... I 1 I'•G�,¢Yt�v of / b �yh„ f� ,...,..,..,. I ...... I r �,6 � � � � it i0 Gale Associates Inc. Engineers and Planners / r I 300 LEDGEWOOD PLACE SUITE 300 E � I I ; °r ROCKLAND, MA 02370 P 781.335.6465 F 781.335.6467 www.gainc.com X �I � r Boston BaltimoreOrlando a or Bedford t B It Hartford d f/ b /h /iat r �,. l , IlAl I Iu This drawing and the design and construction features disclosec are proprietary to Gale Associates,Inc.and shall not be altered or � reused in whole or part without the express written permission of Gale Associates,Inc.Copyright©2024 A i 4 �h s� � � f A �'� d �{ }lk / '° o lai drr f h i i �/ Y F r f ri �r t I � 1 � / 1 -r W. d �. ��1 / �� ; ?� f � � II � v � r "� PERMIT SET Yfl � y� ny 4� ` ,Y.,ryy � � ypllh^���Y! t Cl e� y 8 � I I q{�>!\ ,�L� IrV f SS 1.✓i!1✓ll✓(��� e^ r' �. Q Iro" I . ,M L- ti TRACK - C003/CO 1 3/C 1 03/C203 h ............. ........... 1 'Z'71'��, r/4 1 0 .............. kS� t ) �k �, ;' f, � :: �� !Ala t♦ � ',.v„ i Y a /P h u ! � ,„ ................ Yi rr2 �_� 4 a''u�i tr a 1 f: .... �f�MuJa', 1v�I ;dial YI. k i 1 �li " � t�, "�, Ne ., ,,� y� q A f 0 � ! LU 6 �00 Ln W W \...... C!) o w °�° r >ZLUQ 0 0 oLUQ .r zED `` � LJJ w -' 0 0> z � �.I c)L� 0 0 z 0 J> p z � z w0�z ooQ ..... �� Q � � I z0 z Y U c _ I NORTH ANDOVER HIGH SCHOOL w=�� z w 430 OSGOOD STREET z0 z " Qz -------------------------------- WALS H S AD I U M - C004/C10 1 4/C 104 Z'::z........... Q,IT, 7 . ....................... . ............ Z, ......... .......... " BAS EBALL FIELD - C001 /C011 /C101 /C201 F/ IF a IN0. DATE DESCRIPTION BY PROJECT NO. 719560 L_ B d ,, �.,. ; �, 1, /�/` , /�, CADD FILE 719560_C101 10 UtIblUNLU by Kul DRAWN BY RDT . �. �� ,.. ..,.. ;; �i v� '"/ ice, >*�„ r, � CHECKED BY KFR/PS v Cy') / , w v �,., ji / �� i ci °,, k��,,,,, iv t ti DATE 4/15/2025 . . DRAWING SCALE 1" 120' CV GRAPHIC SCALE Y ( .,,,� Y� A 4 �V�� °, _ SHEET TITLE `v, \ \ Y �, / I U m r r 0 j, co r� .�, / m iKEY v �". M I'll PLAN �, 0 A r '' U '�f '' ` . � �t o ca r ,r r r ..... m erm DRAWING NO � E — — L / 0 \ TENNIS COURTS C002/CO 1 2/C 1 02/C202 C000 f 0 C:) 3 OFLID 38 rn ti li 2 3 4 5 6 116 B -AA7- LE / \ NORTH FOO STADIUM /TU. PAD D TPRINT OFBLEACHERSB6`-- CON �,�,H()Ivv I'M�v-STAIRSC Gale Associates, Inc. ONC W110 /N-L/N/K< AL Engineers and Planners CcWALL 1300 LEDGEWOOD PLACE SUITE 300 X1 05. 1 5.3': ---11 616 BICBE ��EP- -108 B/TU&4/NOUS C ROCKLAND, MA 02370 ONCRETEP 781.335.6465 F 781.335.6467 www.gainc.com WF6-41Boston Baltimore Orlando Hartford Bedford HA :::j 09, ace7 IN '113 0 G - -L/Ni< QN: 3080234.356' C caE: 759272.667' WF#6-40 M ------------- 14- This drawing and the design and construction features disclosec X1 05.5 EL: 105.201' 6"DEC EP L/GHT P LE M are proprietary to Gale Associates,Inc.and shall not be altered or reused in whole or part without the express written permission of Gale Associates,Inc.Copyright@2024 106- , I ' , \-,� 107- .108- ----- WF#6-39 -70,5,8/TU- PAD 0z�- Iw U.1TURF GRASS X105.3 CHA/N- /Ni< CP C14FEN 00z U)_ AN W N LLJ WF6-38 �-l05- \ C) 0 LiLLj LOX1 05.8I Z GRASS GRASSIS 'll \ CIO z(lvvX105.4 13/ru. 0 C-) PERMIT SEn X1 06.3 PAD C-) WF#6-37 U,u Ld LUX1 05.8 X105.5 C:) 0 WF#6-36N, a- V)C-) CLz 1 / WF#6-35 SOL/DX1 05.6 X1 05.8 WHI-rE LINE X105- 8-1 L/GHT 0 SHEDD \ TP-4 X105.9SHED WF#6-34 \\70 GRASS6"DEC WF#6-33 C/)-jX105.7 DE co �--0 TURF GRASS X105.5 GRASS 0 2:0B- GRASS LOUL 113 Ljj= 00X105.5 -L�kl05.9 03 (-)�--v- 0:� LOLLJ zi WF#6-32 LJJ LU "I- zTp- 00 > 00--j X105.7 > LJJ.< "Ir- X1 05.3 0 C:)SCORE X105.7 . ........... 0 LU < BOARDvv) = ED �X1 05.71 < 0:�\� LIGHT F- GRASS 0 POLE WF#6-31 2i ry C)LU j)LU 0 (0LU > LU�Xl 05.6 0 = >0 Luo 3:9 C500 0 0 X1 05.4N: 3080001.492- 1X105.6 . .. ........................ Luc 1� "11 'T! ..... C/I C:) c::i,< STAD AE: 759321.864' (DEL: 105.105' Z ........ ILL.UM LIGHT POLE WF#6-30 ............. ................. 0<&Li5--/ APpR ..............SUB OX. LOCATION OF GRASS . .......(",� I.......... ..............SURFACENTION BASIN ..............APPROX. TOPOFSTRUCTURE .......... WF6-29 ......... LU104.10 24"OUTLETPIPE C) ........ 0 RASSLUITU X105.5C-) RD• 0 X105.3 SOLID04 S *H'7'E LINE "[)FZWF#6-28�V,� wo 0j - - X1 057 L GH11 X105.4 POLC,, EXISTING CONDITIONS NOTES: 1-I': X1 05.4RASSIj G GRASS F 1. THIS PLAN IS BASED UPON AN ON-THE-GROUND SURVEY PERFORMED BY FUSS & O'NEIL ENGINEERING ON OCTOBER 15, 2024. X104.7 X105.7 j B-3 2. BEARINGS & COORDINATES ARE BASED UPON THE NORTH AMERICAN DATUM OF 1983 TP-3 (NAD-83)(2011) EPOCH 2010.00, MASSACHUSETTS STATE PLACE COORDINATE SYSTEM, vo owMAINLAND ZONE. COORDINATES ARE BASED ON GPS OBSERVATIONS PERFORMED ON SA D SURF CC 06 OCTOBER 10, 2024. AT -\ o 3. VERTICAL CONTROL IS BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAD ZZX1 '88) FROM GPS OBSERVATIONS PERFORMED ON OCTOBER 10, 2024. GRASS GRASS NO. DATE DESCRIPTION BY SHEDD LIGHT WF#6-21 4. CONTOUR INTERVAL: 1 FOOTF2-21- PI GRASS L PROJECT NO. 719560 U- B --WF#2-17 0- X1 06.3 SAND SURFACE 000 5. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE. LOCATIONS SHOWN ARE FROM FIELD CADD FILE 7195600001 0 '1� X104. WF#63-20 OBSERVATION OR RECORD PLANS. OTHER UTILITIES MAY EXIST WHICH ARE NOT SHOWNDESIGNED BY RDT BASEBALLFIELD 0 ON THIS PLAN� / \ B , , " I I _' / �� DRAWN BY RDT 70 ,1107 vv) 6. NO PROPERTY LINES OR EASEMENTS HAVE BEEN CONFIRMED AS A PART OF THIS SURVEY. CHECKED BY KFR/PS 1P -j ' WF0') \"�WF#2-15 WF#2-14--, j WF#6-17DATE 4/15/2025 B-4 7. WETLAND FLAGS SHOWN HEREON WERE DELINEATED AND PLACED BY LEC DRAWING SCALE 11, 30' X106.3WF2-13LID ENVIRONMENTAL CONSULTANTS, INC. IN OCTOBER, 202499 GRAL0 SS WF#6-18 6 cl�l GRAPHIC SCALE C14 v )Aov�,C14 0 WF#6-16 WF#2-12N HT- GWF#2 `11 POL -700 30' 60' SAND SUR 4 1 I-- EXISTING CONDITIONS LEGEND WF#6-15 \ / " III�I - 9,WF#2- A0 V............. WF#1-1 WETLAND FLAG B-1 Ar GEOTECHNICAL BORING SHEET TITLE C) WF2-10 ' )�, C \ QPII C) Z�o410C) B101 STREAM BANK FLAG TP-ld - TEST PIT jyAy\, WF#6-12LID WF#2--7 tAWF#6-11 25-FT N 0 DISTURB AREA BITUMINOUS BERM BASEBALL 0 WF#6-10 WF1-20 4-150-FT NO BUILD AREA CHAIN LINK FENCE EXISTING CONDITIONS F 'I'O� DUGOUT BLS\ \ 0 _�LE \-,---LIGHT PWF#6-9 Ill-210 Ep >/ WF#6-8 WF#7-23 100-FT BUFFER ZONE DECIDUOUS TREE PLAN A 1WF7-22C) WF#1-22 2-4 X WF#6-7 DRAIN MANHOLE (DMH) EDGE OF PAVEMENT 5WF7-21N: 392 .17 ' DRAWING NO. 3 E: 759428.770' 6-6 WF#7-20 CATCH BASIN (CB) OUTLET CONTROL- \ \ WF#7-24STRUCTURE APPROX. -zan-3' #6 61OURIED DMH #ro,5 --j%J/ -1� - I -,Y91-1 WF#7-19 LIGHT POLE (D (RECORD ONLY) F / -2 X99.3 WATER SHUTOFF VALVEWF#1-23 F 1-24 #6- WFf 5 coo l GALE 0 N C) WF\ SIGN B105 42 104 WF#7-18 0 12" C In"IIIIA-29101 MMI A W 1-25 Ff C) (0 4 OF 38 rn LID ti LL 1 2 3 4 5 6 SAND G ,1p7: WF#6-15 NORTH 'Ir SURFgCE �106 Fie`14 1 GALE .................... . .... 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WF#7-21 \ \ _ N: 3079720.178 G \ � E: 759428.770' WF�6—6 � WF �3 EL: 103.903' / \ 7-20 \ \ _ 99� W7 ,9 PERMIT SEn -2\ DRIED pMH W X99.3 WF67 F7-25(RECORD ON � ii B105W / � � • B104 �,P � � y��ti WF#7-18 DEC _ wQ,B101 WF7-26 WF#7-17 p �\ 0� / _ WF4-8 WF 28a 1_� �w Q �FN 9 — e- c O / G - - \ \ WF4-6� WF4-9 � / WF#7-16 WF�7-27 � �G 83 4v WF4-5, —B1 WF4-10 c' \ U)J WF#5-3 WF4-4 / Z o 5 / WF4-w' ��� �G �E 0 LU Z OO 94 U WF X 99.7 LL W o000/ P, . / WF4-12 +..� Q WF#5-6 / / �..� ,� °�� WF#7-15 0 Z�� p CD LLU Q Z Lu � ® - ,- Jly ���P C j W \# W ® �, w z _o WF4-13 �'�tia 0- LU o Z LU \ \ C 00 5-10 , l WF 1 � ,9� �� WF�7-14 � �� Z Q � / / Z WF 5-8 J \ O Q WF4-14 0 � LL��Z CNN _ v 4-18 ro/ WF#7-13 Z 0� z H C WF5-9 5-11 m m WF4-15�� / ti0a� x 99.6 U Q O� O � M WF4-17 5-12 / `` WF4-16 20��pE / p0 TENNIS J~ 0 � / � COURT WF5-13 �,� \ O WF#7-12 Z Q tttt I I �� WF 5-14 � YDRANT EXISTING CONDITIONS NOTES: WF#7-11,0 / V A " 1. THIS PLAN IS BASED UPON AN ON-THE-GROUND SURVEY PERFORMED BY FUSS & O'NEIL z ENGINEERING ON OCTOBER 15, 2024. co WF 5-15 q� o \ % X 99.6 WF 7-10 2. BEARINGS & COORDINATES ARE BASED UPON THE NORTH AMERICAN DATUM OF 1983 / (NAD-83)(2011) EPOCH 2O10.00, MASSACHUSETTS STATE PLACE COORDINATE SYSTEM, LIGHT POLE MAINLAND ZONE. COORDINATES ARE BASED ON GPS OBSERVATIONS PERFORMED ON E \ \ X 99.2 OCTOBER 10, 2024. =3 C-.') �98` _ WF#7-9 3. VERTICAL CONTROL IS BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAD \ '88) FROM GPS OBSERVATIONS PERFORMED ON OCTOBER 10, 2024. \ \ N0. DATE DESCRIPTION BY aD U? I 0 4. CONTOUR INTERVAL: 1 FOOT PROJECT N0. 719560 `L g <o 'oo o tttttttt 4`::� CADD FILE 719560_C001 o �� \� 5. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE. LOCATIONS SHOWN ARE FROM FIELD DESIGNED BY RDT tt� o �G 8 C WF#7-2 WF7-8 OBSERVATION OR RECORD PLANS. OTHER UTILITIES MAY EXIST WHICH ARE NOT SHOWN Z ttt```tt —� X 99.9 ON THIS PLAN. DRAWN BY RDT - ttt�� CHECKED BY KFR/PS ���eNo ,`��"� 6. NO PROPERTY LINES OR EASEMENTS HAVE BEEN CONFIRMED AS A PART OF THIS SURVEY. N ttt t \ \ � ,9N DATE 4/15/2025 co t ttttttt \ c F 7. WETLAND FLAGS SHOWN HEREON WERE DELINEATED AND PLACED BY LEC DRAWING SCALE 1"=20' LO o WF# 1 FA WF7-7 ENVIRONMENTAL CONSULTANTS, INC. IN OCTOBER, 2024 GRAPHIC SCALE WF#7-3 �. N EXISTING CONDITIONS LEGEND ° 20' 40' 6 Now N: 3079437.987' o x \ WF#7-6 — SHEET TITLE o E: 759469.567' 1� 1 �ttt � / Q WF 1 1 WETLAND FLAG B-1 ti GEOTECHNICAL BORING C) �01PQ EL: 98.364 \ rn WF#40 7-4 Q B101 STREAM BANK FLAG TP-1� TEST PIT co ,yf 0 o 0 ti ` ►�Q� 25-FT NO DISTURB AREA BITUMINOUS BERM TENNIS o 0& F 1 WF 7-5 'so 50-FT NO BUILD AREA CHAIN LINK FENCE EXISTING CONDITIONS U) 0, 0 A N \ ���, F� 100-FT BUFFER ZONE DECIDUOUS TREE PLAN S rn � tiF C) �O CD 3079473.679 tic °u DRAIN MANHOLE (DMH) EDGE OF PAVEMENT E: 759554.766' A •� �� EL: 98.817' F o CATCH BASIN (CB) OUTLET CONTROL DRAWING N0. 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I I I I ; LU �1 � IT -j , ; . . . . . . . 1; , 11"i'll" i 'l," ;-� ......� \1 ,,, , ........."I il'll l", I ; "", "', "', "', "', "', � ; I ; (.) 11 ....ill,,, 0 , ; i i � ,,,,, ,(,i v", d- I i " " " " " i ; ; ;;; l ,, ,, ,, ,, ,,, ,,, ,,, 11 ; z ( 1. � (" ,I) LU 0 Q9 , li iv - ) / � = ,",, Y; 11; ; 'I' I ( �, LL. , , �:::�i,, ,�;��::�,- I I j I!- � , ; ; I "i "i "i "i "i "i ; ; I I I I ,�,, I 1; -- , / , 11 , 1 . i", � I ", ); � 'i, , ; l . . . . . . ; l I I ) ....... 1 "'� ;; _� 1) i 1 I 'l , 1 j ) / 2: < ; ;; h,/!,,,�j!,�:,�', 1 1 I � ,,,, ,,,, ,,,, ,,,, "i l / I ; V "" "" "" "" "" "" �,, -0 W I - /'i-) r I I /" ; ; � y , "I......... i-, , l ;; ; ; � ,/ I 1��11"'11"` 0 CD j b , , . i 1,"/ � ; I ", " " " " " � ; ; I ; v "i "i "i "i "i "i "i ; e �,:, I_A_,fI-" �,, I,/ CN = , "1 ---1 ; i, ;;;; ,, ��...�` L"j,01""'il ; ; I I I I I ;;;; ; ""' ........ ;; . . . . . . ; ;; ; I LL ,, , I......")\ I "Ill' l 11: 11 11� ; j ill, ; , , ; ; i ;; ,-111-....... � I I ; X I'd < "Ir- � ", I --/ ; I ii, t�ii`.......z�i`, i i i i i i j ; ; ,� ,,,,, ,,,,, ,,,,, ,,,,, ,,,,, ,,,,, ; - ( " - . . . . . . , , �,�,I'111")'1-11/ i �i , ;I I I I I I I ; i ; ; I; I I ; ') 2:0 i I tl i", � i t " " " " " " " � , I - ; T, ", ,� �S-,,�jlll ; I'll ) ; � ii 11:11111114� 1, "" � "I "I "I "I "I "I ; "I............... ii,-)-11 ;l ----............. �- �, - �,0 ; � ; i ; I I , .< 1� 7, I 1i ; - ; ; ; i ; ; ;;; j i i i i i / I h - 1� i;, ", EXISTING CONDITIONS NOTES: Q� , . " ,' 'i"' ; 41 P \' I I . . . . . l \,"', ; � l; / "i "i ll ll "i / __j �,,, ) 0<(=)= R�: , , I I I I , , ,,i I "I'll,... i, \ \\1 i " " i i i i ; ;1 ; . . . . I I ; I ;1 '� 114", I , I , , I/ !11':�11111::� I I I I I I i IZ""I'll' ...... ,,,,, "",c-� ; /""" ...1::t:, I I I I I I � � , I�� , , , , , I I, ", ; , I ,,�,j 1-11111 , , "'/ , � I , I?" i i Ili ; , \ \ ; ; ; "I'll ; ; ,'' ; i 1� ,-11'( "", ,,, Jill\ I'll 11 ; ; 1 1 - - . . . i i " , C �,l, i , . . . . . . ;; ;j l --- ........................ ; ; I ) -MF 0 0 . "i", I il i"", ; I ;1 �� . . . l ;i ;; l " " " " " 1" ill, ;; I - i, �', /�,_ =,j-O� �-- I, ; ; ; �, (' ; � �; i . . . �1'1 ... = . . . . . . I I I I I I I I I I I I . . . . . ; 1 I I I I I 11�/ (0 (',,,� ,,,, i, li` , H, 4 ,\ I I I I I I ;1 ; ; l I I I I I I ? � �"I'),",) 1. EXISTING CONDITIONS WERE TAKEN FROM DESIGN PLANS I I I I I I , I I I I I I I I I I I ; , ,, I I I I I I . . . . . I, . I I I I I I I ; 1� I'll "I"i 1 ;; l......"I'll....�...... ...... ,, i" 1i 1 1 1 1 1 1 ; ; ;; i" I ,,,, ,�, ,,,,,, (", ("I""' ") ? . . . . . . ; ;j , 1�-, , , , , " " " � I I I � � � LU�-- 0 , , \ � / , , � ; " ; I " , ; ; ; -� ; ; V , ) 1 l l ; l ;; 0 I ,,, .���, " 1 , `41,141....) ,� ('ir ; i\N", i ; 1! "', "', "', """ """ � ;; TITLED "NORTH ANDOVER HIGH SCHOOL ATHLETIC _j 0� <-", i"", , ; 'I\ , , , , ` ` ` , ` /; ; ; ( ii ��ll " 11, \'111, , "I ; ,,, ,,, ,,, ,,, ,,, ,,, ,,, ; ; iii "i "i "i "i "i "i " " i 'I I /\�,,,,,,,,, ��, i", 1 'I I 11� I �'"' " l i i i i i , i ; ; ; ; i ............., / 11-1� I I I i ; ; � � ; I ; ; ; ; , ,, � i\,,,, ;�, ,,,,, ,,, ,, I ,, ,, ,, ,, ,, ;, ::�: I � , i "I'll 11 "', Ili Iii, . � l �i;,, , i,` ; ; . . . . . .i " i ; ; i 1 "i "i "i "i "i , ,,,,, ,,,,, I / I - / ("-': .", II,......... ; "I� i 'i,, ) ;11 ,,,,, � "i "i "i "i "i I ; � !,�; - ,,, ; ; i ; '111111,,j 1- �, COMPLEX" PREPARED BY GALE ASSOCIATES, INC. IN = I I I , / � / I , 1 1 i i ,,, � ; " I Iii" I I ( � - �,"' ' I ; ; ,,, ; 1 ; ; ":�:� ; ; �, i ; ; ; ; ; i ; I I ) = , . � ill "I' ' ""' .10/, I v-, ,- i-T,; ; ! ", � � � � � , I ; ; ; I ( ��, I/ I 0 i , � 1 ; ; ; I li�,� 11 `\ I ; ; 1�-,�-'1111'111� -- 1 , , I " I� ; ; � , " " ,, �j i i i I I I ; ) ,,� " , ; , ;11( i'�il ; ; l l � ; I ( -�, SEPTEMBER 2003. FIELD CONDITIONS AND ELEVATIONS � "" / I .i", �:�":, I X1,51 ; 1�0, l ; i i I ji, ji, � � � l l I (7� Z , � f ; ; ; ; "I i " " " " " " " i ......�, �:�-� """ � � (...I ; ; I I , ; -� 1-i,� ; l ; 11 ", � = ; ',p ) ; ; I l ); (,�...... . ,, ; l l l l ''I I ( , I , ; " ;, "j, ; ;; �(�, � � \�,P ", I " " i i i� / / / l"', l", / / ;; ,, " ; .11- ((�,,,, � "t � � � ji, ;;; �,n � ,` i", i "i "i ,,,, ; ; ; ; I I I ( 11 3, WERE PARTIALLY FIELD VERIFIED BY FUSS & O'NEIL < ,111, 11 I . . . . � ; ; � - , ,,,,, � ; 11 � � � � "" "" "" ,,,, ; ; ; ; ; ; 'I", i�,��:,�/ -, 101 j, ; ; I I I l (Y) .�- ; I , 1( )II-1-1 , 11 ,,,I I -, ,11 I �- I \�I` ; 11, " " " " " " ;, i l ; -�, � l i;;; i i i i I I i l � I 11 ; ,, -1 ,,,,, ) I, -,,, �,I I � ,, I � "', i �,� , ,I/ ,, c, "" / I ............:, : l ; ; ; , , ; ; I i ; ; "- �...I", ; ENGINEERING ON OCTOBER 15, 2024. _& 1, ) ` " ; I I I i ; ; ; 11�1 , ; ; ; "I , ; ; I l ; ; i - "z----------�/,�'� "I ,. i ; , I 1 I � "i "i "i "i "i ;; ; I ; ; ��q _ ; ;q "i "i "i "i "i "i ;, / I I �', i ("Ili , t Z l ; , "\ , ; I 11111111 ,I I ` ` , . . . . ; I I I I I" I" I" "I "I "I "I ` i ", I I I I I ; ; ), - ; , , , 1 ; � ; I I I I I ; ; ; ; ; ; I 1 1 1 , , , , , ; CD ), ; i I ,� "', "', "', "', "', "', ; ; (11 (I ; ; 1 i i i\ �,', ; ; I . . . . . . � ; 111111111111 i; "ii�, i ; I l"' l"' l"' l"' ; ; (-� 'i ; l I ; ; ) j � , , , / l , " " " ;, ii, "", "", ,i ; ; Cx� 1; l I "" "" "" "" "" "" hl -� 11)" , I , - I I I I I I I I i � 11 I ; , , , ` ` ` l l N ; I I 1 2. BEARINGS & COORDINATES ARE BASED UPON THE NORTH . I I , , , Ili � I I � � � ; I ;; � l ,14, (11,11, � ; ; -," � " il ); l ; i � � / " " " " ; ;' ; "I I i ,,,, ,,,, ,,,, ,,,, ,,,, ,,,, , , 01 " , I ; i ;11, i ; ; ; I ; ,i 11 11-,-"" I 1� '1� ; ( 1 " " I I , , / / / / � " " " i I I I I I 11 ,'I �,,��,;',, '?�) i " l ; "A""', � 1, i ; ; ; ; ; ; � ;1 I 111, ("C' ,,� AMERICAN DATUM OF 1983 (NAD-83)(201 1) EPOCH 2010.00, 1 , I ; I'll, I ; l ; ; 1, 1; "; " C01 , ; ; ; ; . . . . . . . . ,; I , � I "I l'",- , , , ,,,, ,,,, ,,,, ,,,, ,,,, 1 i ; ; ; , -, - , 11111-- il ,,,,, Pf 11111's\ � "i "i "i "i ; j, "i "i "i "i "i I� I,,,, � 'i"', ,,,,, I I . I " � " " I I . . . . . . ; ; "I "I IV 1( - � I'll....... 11111� l; 1; ::::�::::\ ; , I I I, , , . . . . ; , 1; ; J "" "" "" ,,,, ,,,, ; I �, ,�), MASSACHUSETTS STATE PLACE COORDINATE SYSTEM, � ; I i i i . . . . . . ; 1i I ; ; i I i, "I", ," �-11� ; i i i i i i ) - ; ; " " " i i i "I" ;; �i�? --,,�,:v- Z I . I 11 t-� " ; ; i I ; ; . . . . . . I ; I I I I I I , ; . ; I ; 1 ; ; ; I L4: . ..... �1'<) " I ,, ,, ,, ,, ,, ,, I; ; ; � <I11,11", ,i� ;- . I I i ; i �:�, I'll...M14 I ,,, i ,, ; ,,, ,,, ,,, ,,, ,,, ,,, ,) "I "I "I "I "I "I I I ; ;; i 1 I I I I I I i ;i ;; ;; "I ; - . 11 , ; '�,' , , Z�Jl , l"' ;, i, ;; , , , , I I I 1 1 , � � � "i "i , I �� I, -) ') , , , i ; ; , . . . , ; i , , , , I , ., 1,v /)I, . , .1 ; , , ; I " " ; 10 MAINLAND ZONE. COORDINATES ARE BASED ON GPS , I ; � � � � "', "', "', ; ---111...........-- ; ; 1, ". � / �� ."', , ') , - , 11 - - ; "I � , ;,C: I,J .......)i , I ),',,,':� "', ll ; lti: ,I '\ I I I I I , I I I I I , �: I ; ; I ; if il il il "", � � Y, I , I ; Z lzr (11 "I .,,�, , ; ; ; ; ; """ , ."', � , , ; ; � ---)i )i 4,1�,71 i \,_....�� � I, " I I I P, ;� ; ; , i i i i ; -:)I �Ii'':, ,:���. ........�� ,�i,:"" I ; "i "i "i � j .... -:-) ) 'I, , ); ," - " i ; , � ;\,� � � i i i i � i i ; ; ;; ; ; ; ; ;, ill ; - Cy') ; i; ;, , �, ,,,,,,,, ) , I ; i I il OBSERVATIONS PERFORMED ON OCTOBER 10, 2024. 1 1 ;\ 1 ; l ; l ; ; ; i I . . . . 11 , ,111 I ; 1, """ """ """ "", "", "", 1z, ;- �', C-) N ii� :" �, i, i , ie� ; 711 I 3" I (") , ; I �11 I" ", ", " " " " " ;1; ; ; ; I ,; ; ; ; ; ; ; ; N -, , y-i' � ./,,,'/7 1 ; ; / ; ;, l 11 J I ; ; , , , ; 6 C�- , , , , '�,...� ill l! ""i I, I I "'111...i i i . . . . . , , l ; ; \ 1 , "I "I i i i i / I ; .1 , / 11, I i I -" - , , , , , , , " ; � ; " , "r''L I , , . . . . . ; , , ij ; �� X1 0.P "" , ; l l ; I 11 ; ; ; ; ; ; I ;, ,,-i"'il,....�, 111�i "I'D , 1 11 ; / '�"'.", " ( 1; I ,,, ,,, , "", "", "", ,,,,, � , ; I ; ; l , . . . - � -1 S " ",,,,, ,,,, ,,,,, ; � ;1 ; I ir ,I 21 ." (�, .j...\ .......... -,;, " , �.....,,; I , , 11,111 `;", �;,, :, I , , 11 8111 ; ; j j ; I ; I 11 11111-Ni ,I 4\ " , � ,,,,, ; I , "" ; ; I I, "', "', "', l` l` l` I'll ; . ",'I " , I 1, 1, 1, 1, ` A ,:ii ( I,"',80, 3. VERTICAL CONTROL IS BASED UPON THE NORTH , , i ; .2 � Q') � n 8 "i" I, , ) ; ; ; ; i " " " " "' 3 � "I'll, .... ),` \...... ;; 1'�1,1 ;1 I 11 I I I , ; l ; 1, � � � i i l ; ; i i 11 - -( ... . , ,, il "� � 1, " " " " " " i ; i l ; l , ; I I ,1� , I � N �; ­4 I , (:]") (�', " i" /\� �\<,,"� /i; ; ; ; ; I I I ) ( I "�', �,,, ,) , I I 0 � 11 ff ; ; ; � ,, ,, ", ; 7, �2 � �J,i " h1l, ,� ...... ,;, ,- I ,� � � , , 1, I, " I / ); /� ; ii� "i "i "i "i "i ;;� ,,,,, ,,,,, " i ; ; `�- -- �� AMERICAN VERTICAL DATUM OF 1988 (NAD -88) FROM GPS I I I I � ,,�:,�," .........�'' ; I I I I � ill 1; ; / ; ; ; I � C- ""',11.�" -11 N 0 , , hl `/11�1� ` " " � " , il il il il ; ; j i ; j I i , ),,,, "Ill"' , I\ I I BUIL 11-� (D \ ��,� U) i N14 I ,"" V; , 1 il i ; ;i ; l I ; l I "', "', "', l` l` i " i l ; � " ","; D -�,-- "' h, ,,,,, 1 / � ZON/9 "),) , 10 jj ',�,� ., ;1 � 11 " " ; I ; ; , i , ",'I ` , , �= I -1,11, ; " . �, � i ; ; "I" OBSERVATIONS PERFORMED ON OCTOBER 10, 2024. ", I 1, 1, 11 11 I I ; j, I I I ; ; ; �/ "I" "I" "I" "I" "I" I'll "I � ", i I'll ,", , ; 11 I , ; ; j =3 I"-11I',��,,I 'i.... ; ;.��,, � ;; , "I "I �, � ; ; ; ; ; ; 1�1 I" I" I" I" " " ; ; ; ; j ",", 11" 1, . . . . C-.') ('' )I ; [ - ("I";; " " " i f ; ;; ;; ; ; ;,�7 ; 'Il' ,,�s� (...:0 ); I I I 11 i " ;; ; ; ; ;1 ;1 j 1 1 0 � " ll, - I'll, �I;; 6 ) i I �i ; ; I I I � . ," ;; i ;i; ;,� , i ; ; ; V ......... ( /�, )'�;��,,, I, , j ,-:�� � 11 l " " ; ,\ , � I I ; ; ; ; " " " " " "4 I ...... A /` ; , l , ; I I ; ; 10111", � I'll ) ; 11 ,, Ili i i i I ; ; 11 � � � I I I ; ; - " ),-,� r') ; .� � ,, i " " � "" i � � ; "', � ; ; ; I ;; ;; ;i ;; /1-1/- / �' . . . . j lI 111 il i il � I ; ; ; �J; ll ll ll "i "i � , 4. CONTOUR INTERVAL: 1 FOOT 1; " ; i ", ;I ; ; , ; ; I -� 11-1 ); / I'< 1 '( ,�......i", ; "'', ; ; i ; ; ; I i 11 l ; ; ; ;; ;; \11 ; 25, ill I5"' 111,11' I I - J, 1.1, I � �,, ;; ;; ;; ;; ,, ,, 11 l; l) l; l; V I I I � � l;' l;' I I * I 11� ........ NO. � DATE DESCRIPTION BY - I I ; ,:��7 - , ,,,,, "', "", � ; ; -7 ( DIST(jp //� ...."' �,��,�,�� I I � I ; ; ; I I , ; , , ; , I - " , ; ; , j , , ; (D ; - lil" , , ,, "i "i "i "i ; ; " ; , , ; , , �� ,,, , ; I ; C- l (,,,ij,�,� " \ � " ` 11 ii, Ill j j OR " " , i ; ill � ; � ; ; j ; ,� j / () ;';,,fl; I "'; , [, I, ; , , ; � ; i;, l / l I ; ; ; � �,N /I I "I",I ", 5. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE. M ("--\,"i" <,"""'h", ,) � , " Clllf��1111` ; (2) (11" j \,�r,/ 6) , ; ; � � 'I' 1 ,,,,, .,I ", " ; I 1 j" I , i ; ; ; � I ,,,,, i i i ; ,-,- " � CE � I,,, " "', �it ; ; , , , I ; ; ; ; , ; ; ; 5,5 , f "I (D , ; ; ; ; , , �',�,�.������=������������������������=�������� ; I ZON ...I'll, PROJECT NO. 719560 ��,�11 ; ; ; 1�1 i),��,`,'/ .it," " / , ; ; ; ; � 11 11 I ; ; ; I I ; ; ; ; I ; . �. . . ; ; ; ; � ; , , ; ; I '-`�',i I ; i ; i ) ; ; I , , ; ,` ; . 11 I " ; I ; ; ; / I ) 1\ �11 11 �,, ; ; ; ;;; ;;; l U ; ,,, " � � ,,,,, ;/ - ;;;; C,�I / ("", ; ; ; "" , ;; � � � � � � ���������������=������������������������=����,� ) ; ; 111, " " ", ", " I'll" I 7" 35':::i: --T 719560 C001 I ,� ; �� � " ; ; � ,� ; ; ��V "', "', ; ; "', 1; 1; ; B � � � �i. , , , ", �, V LOCATIONS SHOWN ARE FROM FIELD OBSERVATION OR , U- , 11 ; ; , , (�- ; ; il - , , ; ; ; l/ ; i,,11"I'll 11 A � l","i / ; / / / / / � -) i � ll I , , ; ; ; ; I , , l"ll l"' , "Ill"'�'1111111` 5 , , r 1) l l ,")- � i - \, ; i , �1,,,ll � , ll , i �� ) RECORD PLANS. OTHER UTILITIES MAY EXIST WHICH ARE CADD FILE - , ; I , N I l ,,,,� � , ; ; ; ; I I, \ 0- ; I....�� ; 1 4611, 1 � �,-I'�...........-- ; ; ; I i / i i i � , I -) l i ; / ; ; I , , �� .. ; ; I , ���� , � I....., "I C ; ; "'l," I /,", t',\I...\Ih, 11",,��; T�i �& �, i...........-I ; ; i / ii 1) I i i � N�, " "I"�',," ; ; ; ; ) I I'll; I �,I " ; ; 1�)�')�d� � / , ) l /'1111, / " - �, � (Z��" ", ; ("i, ,��-'I-........ ; ", " " i i ; � - Oil- ) r') .�,�\, ; -1, ; I !/ il� ; J 1 ; ;i��i' v;, J ; e, I Ji "I ", Ji ii X1 52. DESIGNED BY RDT I " ,,, ",", .......-I i ,� , NOT SHOWN ON THIS PLAN. I ,, I ;,j , ) i ;.......�'-;-',(,.....117-'--,-,---,- ; I "I" "" J` "Ill 'll , " ; , ; I'll ; 11� 11, I ;l'/ ....- I I �� I -c� ; 11 ; i i I i -i ; / /�Ail V 1 ", I I < " ; ,, I ...........� ) � , '' , , il i / /,\11)(1I / / � , ii , d 1, -... ......--- "']", I I I I 11 11 11 �,��:��A I �11) I I,l� '? 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ROCKLAND, MA 02370 2' m BITUMINO ��I)P l �6, hl P 781.335.6465 F 781.335.6467 www.gainc.com U �S 116 Boston Baltimore Orlando Hartford Bedford m CONCRETE P CO, � I 11R$ �(� B CB P�� � d :� 6 ST BCC P, \ HAIN'LI F-11 - This drawing and the design and construction features disclosed ERNK F N BOvTP - 4 are proprietary to Gale Associates,Inc and shall not be altered or 6C6, hHA RI P NG � i i + 1 ;" N: 3080338.793' reused in whole or part without the express written permission of I -EDGE CHAIN_LINK NT �m P', E: 759285.695' Gale Associates,Inc.Copynght©2024 OF FENCE BITU, - P WALK -RIP= BITUMIN EL: 118.271' 108 ADIU OUS CO \ JT H WAY 6 NG 11 BUILDI FOOTP ' P LE . RINT � � � � I � >> 106.7 3 FOOTP $ o r v OF RINT TADIUM LIGHT 116 B ,111- i ,Pil C BLEACHERS POLE U. LK q H I - I HgIN_ LINK FENCE q IU '� BI7-U' PAD \ X105.7 C,yyALL BITU, FO OFRINT Li HT OL 115 P� \ PERMIT SET 106, WALKWAY BLEACHE ; 1\� m 108.33E RS Q �3� -C BC \ Woo 3 �11 ONC,- r V�S� 111 106� v 1 ` -STAIRS X 10 5.4 CHgI CONC. 110 - �113- _ �- K N-LIN F W �" ENCE C.Wq LL _ 10 5.3 D TURF GRASS X105. 107 -EP- -108\� EP 1� _ _ y09 7 CHAIN'LINK F N: 3080234.356' NCE -� _ - E: 759272.667' \ �_ U)J TURF AS / I X105.5 _ O \ GRASS EL: 105.201' 6"DEC Ems- \ VVv1 , W Z o0 I:~II I_i' I`' I :�I f_ I� to 2iUH� � "n -� �--� �0 BITU, PAD \ W 00 �- W > W TURF GRASS U \ X 10 5.3 Q O X105.5 Z O 0 W Q \ � 8-7 �(D Q Lu � YGRASS � X105.8 � � � Z \ X106.1 Z X105.4 8_ _/ L.- w _�O> w LL1 / l / 8 0 W Z� X106.3 _ O Q 0 X1 05.8 J> � � Z W Q(� �\ OOTB \ WZ O (:D Q ALL FIELD X 10 5.6 LL O Q Z C 2 \ SHED \ X 10 5.8 Z V UQo� O O TP-4� W Z H SHED \ TURF G 106- -� / ,70 \ GRASS J O BASS 6 DEC \ _ • - =0 z EXISTING CONDITIONS NOTES: Q z STgDI U \ TURF GRASS G M LIGHT PO \ S X105.5 1. EXISTING CONDITIONS WERE TAKEN FROM DESIGN PLANS TITLED NORTH ANDOVER HIGH LE x 10\ 8' 6 SCHOOL ATHLETIC COMPLEX" PREPARED BY GALE ASSOCIATES, INC. IN SEPTEMBER 2003. \ FIELD CONDITIONS AND ELEVATIONS WERE PARTIALLY FIELD VERIFIED BY FUSS & O'NEIL fop, ENGINEERING ON OCTOBER 15, 2024. T\C \ SCORE X 10 5 U 9,L� F� X105.7 BOARD 2. BEARINGS & COORDINATES ARE BASED UPON THE NORTH AMERICAN DATUM OF 1983 (NAD-83)(2011) EPOCH 2O10.00, MASSACHUSETTS STATE PLACE COORDINATE SYSTEM, o \� MAINLAND ZONE. COORDINATES ARE BASED ON GPS OBSERVATIONS PERFORMED ON OCTOBER 10, 2024. \ . I'� ;. I ,"„ ,� � , N: 308C 3. VERTICAL CONTROL IS BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 � � � ,� X 1 �I�I L_�I_' ,I -� ° ",I I�.;,T,I ,� �I STq 0 o f TURF593 G �u,�,�� i�- I�� �IU�M LIGHT POLE EL:7105 (NAD '88) FROM GPS OBSERVATIONS PERFORMED ON OCTOBER 10, 2024. RASS \ .._ Tt ;,t ,, - \\ NO. DATE DESCRIPTION BY L 105 4. CONTOUR INTERVAL: 1 FOOT t - PROJECT NO. 719560 U_ 7 \ B T\� 1CO3 �0 5. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE. LOCATIONS SHOWN ARE FROM CADD FILE 719560_CO01 o ' �� �� eUF W S FIELD OBSERVATION OR RECORD PLANS. OTHER UTILITIES MAY EXIST WHICH ARE NOT Q ���� � '� FF TURF IT DESIGNED BY RDT o « �'1'� F 104.5 105 3 R ONF GRASS AD __ SHOWN ON THIS PLAN. �X x 2 _. Z DRAWN BY RDT I SIT I�I 50' NO \. 6. NO PROPERTY LINES OR EASEMENTS HAVE BEEN CONFIRMED AS A PART OF THIS CHECKED BY KFR/PS � t I o ���` B ZO PSI PSI �.A _ N SURVEY. ch � _ I „ �� DATE 4/15/2025 cYi S� vv/'y I 10 Y U/ O N p GRAS P, S 7. WETLAND FLAGS SHOWN HEREON WERE DELINEATED AND PLACED BY LEC DRAWING SCALE 1°=30' �.:� � O_ EAR � _ Q � N �� FL ��� e 20 �i�u'11-' ENVIRONMENTAL CONSULTANTS, INC. IN OCTOBER, 2024 GRAPHIC SCALE t�� D BOU NDAR NE i � N Yt LID X104 0 30' 60' NF \ EXISTING CONDITIONS LEGEND BFBR1E1- -p_ \ �103 ��/3 o D TP 3 Q WF#1-1 WETLAND FLAG B-1 ti GEOTECHNICAL BORINGCD SHEET TITLE ,t c�i BF#E #R2 8 #1 D� 25' NO `� � ?_25 \� � � 8101 STREAM BANK FLAG TP-1 TEST PIT LID o STU - 5 VGRF 8R3 WF 1-4 Zp eqN E WF3-22� \ -� NE \```� - 24 2��� \ z 25-FT NO DISTURB AREA BITUMINOUS BERM VGRF R4 WF 3 \ \ z WALSH STADIUM .o -6 WF#3-1 WF#3- F#2-26 IM WF -5 5 -97� \ \�01 \ s W900 50-FT NO BUILD AREA CHAIN LINK FENCE EXISTING CONDITIONS 3-7 \ WF2-22 �WF#2-21- \ HED PI D o A \ \ 100-FT BUFFER ZONE DECIDUOUS TREE PLAN 0 WF 1-7 WF#3-6 --WF#2-17 I DRAIN MANHOLE DMH EDGE OF PAVEMENT WF 1-8 _g ����� WF 2-20 ( ) -f- 1 114 \ i \ �^ 6 CATCH BASIN (CB) OUTLET CONTROL DRAWING N0. G �O WF 1-10ry �01 \ �03�\ _ F STRUCTURE � � \ � �� � ' LIGHT POLE �{. WF#2-19 �WF 2-15 WF#2-14\ \ N O � _13 �� \ � \ F WATER SHUTOFF VALVE o � WF1-12 \ \9 WF2-13\ \ SIGN C004 `" 9 I °� 7 OF 38 LID ILL ti 1 2 3 4 5 6 ................. I'D .............. ............... V I F NORTH . ......... RH'I 2 7' ........... Z ,j Oil 'Z� A; ............... CB ......................... ............ ......... '­� I vj:== A < ............... . ....... .................. . .........11 , :�� ," �=z I'll e --, � 1­, 7 Al ........ S",i ...................... W71 11in ........... ................ 0 E)V1 I ...... ... ..\�,, 3 ........................... Gale Associates, Inc. '77-_,.......................1, ........................... ...................... .............................. . ........... R� I 15.7 c Engineers and Planners i .............. SAWCUT (TYP.) ........... \1,"KI, ...... .... .............. .. . ........ ........... .................. 300 LEDGEWOOD PLACE SUITE 300 ................................. 1)'Zi > ........... >0 o,��­,`I, ROCKLAND, MA 02370 .................... ........... E ............ .............. .................... Cl i "Nowi� .............................. if P 781 335 6465 F 781 335 6467 www.gainc.com V1 I �) ......... Boston Baltimore Orlando Hartford Bedford ----------- A' 7 .. A LIMIT OF WORK (TYP.) 1 7 ft-Aft W F"# 01111111, E ------ X1r)5.5 EL� I 05_ 01 "[..... ...... ------ This drawing and the design and construction features disclosec are proprietary to Gale Associates,Inc.and shall not be altered or ............. 2 ............. —now A reused in whole or part without the express written permission of ........... Gale Associates,Inc.Copyright@2024 D iv I........................... EXISTING INFILTRATION TRENCHTO L I I W a 6 REMAIN. REMOVE TOP 12" AND PREPARE FOR PROPOSED CON :MAIN AND BE PROTECTED (TYP.) CONDITIONS DRAINAGE STRUCTURES TO W F"#6 8 ij PERMIT SEn 6 7 i u) U ; I I �1 1�'i C X1 DISCUS CAGE POLES TO BE R.YMOVED W F"#6 '3,'-,')' AND DISPOSED OF (TIP. OF 6) SHEDS TO REMAIN AND L D BE PROTECTED (TYP.) EXISTING DRAINAGE LINES TO REMAIN AND BE PROTECT CONTRACTOR TO PERFORM INVESTIGATIVE EXCAVATION AS NEEDED TO W 6 3"11 CO_j SPECTED)RAIN LINE. LINE TO BE SURVEY LOCATED AND CAMERA FROM DETENTION GALLEY TO UPSTREAM STRUCTURE fl LU 6- 00 LO ELECTRICAL SYSTEMS TO REMAIN W 6 2 WU) W 00 00 > AND BE PROTECTED (TYP.) LU< cD ' REMOVE AND DISPOSE OF ALL GRASS, TOPSOIL, INFIELD r. Rk J/ 0 LU < DUST, AND IRRIGATION COMPONENTS. = Lu � 16 1" PREPARE 3GRADE FOR PROPOSED CONDITIONS. DEMOLITION & EROSION CONTROL NOTES: C) F_ 0 LU 1� ( )LU LU uiIJ_ 1. CONTRACTOR TO COORDINATE LOCATION OF STABILIZED 0 X1 oLU l 0 zA�kzWzi CONSTRUCTION ENTRANCE AND MATERIAL STOCKPILE AREA >U z z z z z zlz ' A11111 A CONTRACTOR TO PERFORM INVESTIGATIVE WITH OWNER PRIOR TO START OF WORK. O(DL-1 �C)U�z CDEXCAVATION AND SURVEY LOCATE EXISTING <EXISTING DRAINAGE LINE TO REMAIN AND BE PRC0CN O<L 01 INTERMEDIATE DRAINAGE STRUCTURE IN 2. LOAM AND SEED ALL DISTURBED AREAS. CONTRACTOR TO PERFORM INVESTIGATIVE EXCAVATION THIS APPROXIMATE LOCATION. SUBSURFACE DETENTION BASIN T INSPECTEDE A AS NEEDED TO LOCATE DRAIN LINE. LINE TO BE SURVEY C AND CLEANED. CONTRACTOR TO SURVEY LOCATE 3. CONTRACTOR TO FIELD LOCATE ELECTRICAL UTILITY LINES cir)F LOCATED AND CAMERA INSPECTED FROM DETENTION GALLEY TO INTERMEDIATE DOWNSTREAM STRUCTURE. L_U 0 z EXTENTS OF BASIN AND INCLUDE ON AS-BUILT PLAN WITHIN THE LIMITS OF CONSTRUCTION AND SHALL RELOCATE SEAL INLET OF PIPE— 7 LINES AS REQUIRED TO ENSURE CONTINUITY OF ELECTRICAL TO BE REMOVED SERVICE. DRAIN LINES TO BE— W[741",,," 4. CLEAN ALL PAVED AREAS WITHIN THE LIMIT OF WORK OF REMOVED AND DISPOSED OF rfqCATCH BASIN GRATE TO BE REMOVED, STABILIZED CONSTRUCTION ACCUMULATED DIRT AND DEBRIS. 29' ENTRANCE. LOCATION TO BE is STRUCTURE DECOMMISSIONED BOLLARD TO REMAIN AND COORDINATED WITH OWNER 5. CONTRACTOR RESPONSIBLE FOR CLEANING ALL SILT AND q/F'-)v 6 4, DEBRIS FORM ROADWAYS CAUSED BY CONSTRUCTION BE PROTECTED (TYP.) -P.) ACTIVITIES. TO BE REMOVED AND -ED FOR RELOCATION 6. SITE SECURITY IS THE SOLE RESPONSIBILITY OF THE W F"4`i 2�3' SILT SOCK (TYP.) IRRIGATION CONTROL VALVES TO BE INFIELD CLAY TO BE REMOVED AND DISPOSED OF HYDRANT TO REMAIN CONTRACTOR. CONTRACTOR TO INSTALL CONSTRUCTION .............. AND DISPOSED OF. FIELD LOCATE AND REMU AND BE PROTECTED % FENCING ALONG LIMIT OF WORK AS REQUIRED. IRRIGATION MAIN WITHIN LIMITS OF PROPOSED FIELD AND CAP FOR PROPOSED CONDITIONS. 7. EQUIPMENT USED IN THE AREA OF RESTRICTED LOADING SHALL . ..... CURBING TO BE REMOVED RESTRICTED BE LIMITED TO THAT PROVIDING NO GREATER THAN H-20 LOADING. REFER TO NOTE 7. AND DISPOSED OF LOADING. NO IMPACT SHALL OCCUR IN THE AREA OF RESlfiTRICTED S S LOADING. DO NOT UNLOAD MATERIALS IN THE AREA OF NO. DATE E DESCRIPTION BY ...... .... 21 co 21 RESTRICTED LOADING; UNLOAD MATERIALS BEYOND THIS AREA PROJECT NO. 719560 ILL B ------- AND PUSH INTO PLACE WITH LIGHT EQUIPMENT. W F"Y";1"2.... . CADD FILE 7195600011 0 W F";U 6 2 0- POTENTIAL CONTRACTOR I.. ...... ...... ................. STAGING/STOCKPILE AREA. FINAL STAGING WALKWAY LIGHTING TO REMAIN DESIGNED BY RDT SHED TO BE REMOVED AND DEMOLITION AND EROSION CONTROL LEGEND (D AREAS TO BE COORDINATED IN THE FIELD "'X; AND BE PROTECTED (TYP.) DRAWN BY RDT %9; ................... STOCKPILED FOR RELOCATION REMOVE AND DISPOSE OF ALL GRASS, TOPSOIL, 4 ........... — — — — CHECKED BY KFR PS W C 0- vv F GRAVEL, AND IRRIGATION COMPONENTS. PREPARE C14 W F"# CHAIN LINK FENCE TO BE .7 ... ........ ,fiW F";4 6 1 DATE 4/15/2025 .......... REMOVED AND DISPOSED OF (TYP.) SUBGRAIDE FOR PROPOSED CONDITIONS. vv, ,fi DRAWING SC, ill. ....... llllIi� SILT SOCK(TYP.) A --0) LE 30' W[741",,,"6 18 REMOVE AND DISPOSE OF PAVEMENT L0 C14 GRAPHIC SCALE C) AND PREPARE SUBGRAIDE FOR C14 .......... \ ­1 ) - , "I � ........... LIMIT OF WORK (TYP.) W 2 1 PROPOSED CONDITIONS. 0 30 60' W /q C,�). 0,-,-,o W 15 REMOVE AND DISPOSE OF FULL DEPTH OF GRAVEL PARKING/DRIVEWAY SHEET TITLE W 171'11'111'�2 C) ........... C) co .......0) `eel V 6 12 STABILIZED CONSTRUCTION ENTRANCE LID .................rn Dvfl- ................... IR id� DRAINAGE STRUCTURES TO X, BASEBALL REMAIN AND BE PROTECTED STRUCTURE OR UTILITY LINE TO REMAIN AND BE ................. I H .. ..... ....... ............ PROTECTED 0 W F`h,I REMOVE AND DISPOSE OF FULL DEPTH (TYP.) . ...... �7 . ..... DEMOLITION AND OF GRAVEL PARKING/DRIVEWAY �/, W F";4 F� U) EROSION CONTROL W F",�i�`7 0 .............. Vill 1111� 11 FENCE OR UTILITY LINE TO BE REMOVED AND A .............. ........... vv1F".f,',1,"7 ;; _?2 DISPOSED OF N v 2 zl C.1,V I PLAN ................... J: I 111111,111111 11 (. .......... U) 0 - '1111I I'll .......... ....... SS SILT SOCK SEDIMENT CONTROL L 0) 4 , C) 2 ....... ... Li, 1 7 E�, DRAWING NO. fi XY ........... ev 71, E vv f1w "I// 'N 7.111112() ca 3fi .4. WF7 PIS, V PEDESTRIAN CROSSING SIGN TO BE 11 Il, 5 "'41 � 11 WF";47 19 - — — — — — - LIMIT OF WORK REMOVED AND STOCKPILED FOR FUTURE USE ........... C01 1 v W MR, r W0 C) vv 4GALE vv ivv 18 0 7 rrr ................ 42 ........................ fi X STRUCTURE TO BE REMOVED AND DISPOSED OF ............ ............. "1 2 Y, Bf W F" C) (0 8 OF 38 rn LID ti ILL 2 3 4 5 6 ........... ......I-,.......... NORTH X, VV'F",j,`i 6 '1 ® m ...........M. --t"';rt/11,0i� A Ic? W F';U 6 '12 Engineers and Planners s S .............. ........ .................... 300 LEDGEWOOD PLACE SUITE 300 9, .. VV'F",j,`i 6 '1 '1 E ............. vv1[7;u 6 . P 781.335.6465 F 781.335.6467 www.gainc.com ........... Boston Baltimore Orlando Hartford Bedford ..AS .......... This drawing and the design and construction features disclosed ' " 'vprieoIdot be av b A15N"P, reused in whole or part without the express written permissionofGale Associates,Inc.Copyright@2024 Nap, vv 1 4,1-7 22,INA Jkl-'j"IV1`72 ..........000ZA . .E '759 4 '�77 0' 00 CHAIN LINK FENCE TO BEZ �///, S'10,,5 CA C)25' EL� i , , -( ,,, ""' REMOVED AND DISPOSED OF (TY[j.)40 V 2PEDESTRIAN CROSSING SIGN TO BE....... VV'F",j,`V7 '1& REMOVED AND STOCKPILED FOR FUTURE USE ............... W 14 431 ()!ONL. NIPr as . ..... D J 1,�,0 rr W "4 .......... VV' ; 7"I . N1 " REMOVE AND DISPOSE OF 12" OF SOIL .....-7BELOW PROPOSED FINISH GRADES31 W, V, Z� THROUGHOUT ENTIRE REPLICATION AREA v) " 11 "1REBOUNDER WALL TO BE -...........tl - I REMOVED AND DISPOSED OF66 z REMOVE AND DISPO 7— / '/// , SE-OF CMP CULVERT Ill f) zlll0�LUoo REMOVE AND DISPOSE OF FULL DEPTH I N7 277" 1Lu< OF GRAVEL PARKING/DRIVEWAY �Nl �>x" WF"4'`7 '1 00VV TENNIS NET POSTS TO BE REMOVEDC LU <()�QJ F—AND DISPOSED OF (TYP. OF 12) Ujvvi -4 - 1 3 U00vv I Aj ,,1 0 DEMOLITION & EROSION CONTROL NOTES: >vv ,P 0\ vvaa. '14 (DE:) ILL. SILT SOCK (TYP.) 0d Uj E-L 0 C/).ef C:)VVI, I zq, 4OF1 CONTRACTOR TO COORDINATE LOCATION OF STABILIZED0<3CONSTRUCTION ENTRANCE AND MATERIAL STOCKPILE AREA;U4 '1 ` , //,/REMOVE TOPSOIL AND PREPARI BITUMINOUS PAVEMENT TO BE PULVERIZED WITH OWNER PRIOR TO START OF WORK. <C::)I as EC FOR PROPOSED CONDITIONS or)FAND RECLAIMED TO MIN. 10" DEPTHvWF"4 2. LOAM AND SEED ALL DISTURBED AREAS. LJJ e 77�(Z",AW17 V 3. CONTRACTOR TO FIELD LOCATE ELECTRICAL UTILITY LINES 0 1 '3D AVI I I W F"`V7 '12 WITHIN THE LIMITS OF CONSTRUCTION AND SHALL RELOCATELINES AS REQUIRED TO ENSURE CONTINUITY OF ELECTRICAL woo* SERVICE. W F)11'1�1' '14 EXISTING INFRASTRUCTURE TO STABILIZED CONSTRU TIONREMAIN AND BE PROTECTED ✓ ENTRANCE. LOCATION TO BE: 4. CLEAN ALL PAVED AREAS WITHIN THE LIMIT OF WORK OFCOORDINATED WITH OWNERACCUMULATED DIRT AND DEBRIS. WF-f"I'5­1115 5. CONTRACTOR RESPONSIBLE FOR CLEANING ALL SILT AND DEBRIS FORM ROADWAYS CAUSED BY CONSTRUCTION ACTIVITIES. S�- SIvirk I r-RIALCURBING TO BE REI 6. SITE SECURITY IS THE SOLE RESPONSIBILITY OF THE STOCKPILE AREA CONTRACTOR. CONTRACTOR TO INSTALL CONSTRUCTION AND DISPOSED OF 0 W Fj'�­7 9 FENCING ALONG LIMIT OF WORK AS REQUIRED. ....... NO. DATE DESCRIPTION BY (D DEMOLITION AND EROSION CONTROL LEGENDPROJECT NO. 719560 /"7* BCADD FILE 7195600011 o **4 11'. ss REMOVE AND DISPOSE OF TOPSOIL AND PREPARE DESIGNED BY RDT <0 W F"4`0 WFi'l,­7 8 FOR PROPOSED CONDITIONS DRAWI�BY RDT =3< 'A, CHECI�ED BY KFR PSPULVERIZE AND RECLAIM EXISTING BITUMINOUS PAVEMENT AND PREPARE FOR PROPOSED P ............ ...........7' v SILT SOCK (TYP.) CONDITIONS coDRAWICALE ill=REMOVE AND DISPOSE OF FULL DEPTH OFLO ls� "'C-LIMIT OF WORK(TYP.) GRAPHIC SCALE C:) V� - -1C11j GRAVEL PARKING/DRIVEWAY L 1 ­LO " ......... REMOVE AND DISPOSE OF PAVEMENT nuuAND PREPARE SUBGRADE FORVV'F"#'7 C15 SHEET TITLE t ', PROPOSED CONDITIONS9 E L 9 8.' 364' 7- 4 C:)co STABILIZED CONSTRUCTION ENTRANCE TENNIS 0 7--5 11, STRUCTURE OR UTILITY LINE TO REMAIN AND BEPROTECTED EROSION CONTROL ✓ FENCE OR UTILITY LINE TO BE REMOVED AND k"\ DISPOSED OF PLAN .....U) ss- SILT SOCK SEDIMENT CONTROL n -57 E 759554,7E�6' DRAWING NO. </ EL� 98,8 - - - - - - - LIMIT OF WORK o GALE 42 X STRUCTURE TO BE REMOVED AND DISPOSED OF C012 0 1% C:) (0 9 OF 38 LO rn ti ILL 2 3 4 5 6 III ......................... NORTH I ......................IIt I .......... ........................................................... ................... ... . . .. . . I I LE ...........I ........ .. .........I .......... .... ............................ ...............I ............. ....................................... n, . ....... ..... ......I .............. ... ........ .... ...... ... ..................................... .............. ................ ........................I ...........II .................... I........ .. I. . . . . . . Gale Associates, Inc. ..................I , , .......... "I ��: ............................. IIIiitEngineers and Planners . ....... .... ...... . .. ............ ........ ................ ...... .......... ............ ......... 300 LEDGEWOOD PLACE SUITE 300 ................... . ............IIROCKLAND, MA 02370 E iIIP 781.335.6465 F 781.335.6467 wvvw.gainc.com m. ........... IIiBoston Baltimore Orlando Hartford Bedford IIIIIIIIThis drawing and the design and construction features disclosed IIIare proprietary to Gale Associates,Inc.and shall not be altered or IIIreused in whole or part without the express written permission of IIGale Associates,Inc.Copyright@2024 IIIIIIII '7 I;j PERMITSEn �� I � " � � � � ,���� I, x"� � � fu IIIIIIIPOTENTIAL CONTRACTOR III.. ........ISTAGING/STOCKPILE AREA. FINAL STAGING 0 IIII " AREAS TO BE COORDINATED IN THE FIELD............. .............. 1 5-, 4' DII ............... I..........I ..............................ItI ...................... IIIC/)tr II2:0 ILO r y IIUj Ico L0 I I ii Ico ILU I t0 LU LU >LU< C)0 0 LU < IIII.............. LU ADD ALTERNATE #1: REMOVE AND I <IENCE DISPOSE OF EXISTING CHAIN LINK FENCE IILU I�l�� d 0> LL'I0 Uj ED I.......... I 1. Ic)LU IC:) II >00 .......... ICl) LU POTENTIAFCON TO LL.C/)2: C) CDSTAGING/STOCKPILE AREA. INAL STAGING IICN LL .............IAREAS TO BE COORDINATED IN THE FIELD =0............ . cy)� C ......................... ILU 0 III =0 iI IIIIIIDEMOLITION & EROSION CONTROL NOTES: I............. 1. CONTRACTOR TO COORDINATE LOCATION OF STABILIZED IIICONSTRUCTION ENTRANCE AND MATERIAL STOCKPILE AREA IIIWITH OWNER PRIOR TO START OF WORK. ........................ICy') IC-) IIII2. LOAM AND SEED ALL DISTURBED AREAS.II ..................... 01 IC-0 IIII3. CONTRACTOR TO FIELD LOCATE ELECTRICAL UTILITY LINES WITHIN THE LIMITS OF CONSTRUCTION AND SHALL RELOCATE =3 C-) . . . .. .. .. D III . ....... LINES AS REQUIRED TO ENSURE CONTINUITY OF ELECTRICAL 0 IISERVICE. INO. DATE DESCRIPTION BY ............MANHOLE TO REMAIN AND I4. CLEAN ALL PAVED AREAS WITHIN THE LIMIT OF WORK OF PROJECT NO. 719560 BE PROTECTED (TYP. OF 2)IILL B ACCUMULATED DIRT AND DEBRIS. r CADD FILE �oe I .......... DESIGNED BY RDT < II5. CONTRACTOR RESPONSIBLE FOR CLEANING ALL SILT AND .......... e\ W 0 IP IACTIVITIES. =3 DEBRIS FORM ROADWAYS CAUSED BY CONSTRUCTION DRAWN BY RDT it< vi ICHECKED BY KFR PS ti IIDATE 4/15/2025 IIly 6. SITE SECURITY IS THE SOLE RESPONSIBILITY OF THE lLP ICONTRACTOR. CONTRACTOR TO INSTALL CONSTRUCTION DRAWING SCALE 11, 30' IFENCING ALONG LIMIT OF WORK AS REQUIRED. ILO IGRAPHIC SCALE C14 C:)C14 L0 I . ........11, I I . 30' 60' IIIIEEMMME9 I DEMOLITION AND EROSION CONTROL LEGEND SILT SOCK(TYP.) IIISHEET TITLE 8 2 IREMOVE AND DISPOSE OF TOPSOIL AND PREPARE .. .. ...... .................. ............ I......... FOR PROPOSED CONDITIONS 1. ........... ... .......... IIII........................ IT OF WORK(TYP.) I .... ....... ....................... .......II ..... ............ IREMOVE AND DISPOSE OF PAVEMENT ............... .................................. ..................... 8 I ...........IAND PREPARE SUBGRADE FOR r, I .H. TRACK I............ ....... .....0 . .. .................. ........... PROPOSED CONDITIONS. I ............. .......................... ................ ....... DEMOLITION AND ............................................ . .. ...............IPREPARE FOR U) I0 PROPOSED CONDITIONS STABILIZED CONSTRUCTION ENTRANCE EROSION CONTROL A IIISTRUCTURE OR UTILITY LINE TO REMAIN AND BE STONEDUST TO BE............ ................................. N PLAN U) REMOVED AND DISPOSED OF...... ....... .............. ............. IIIII ... � PROTECTED ............... IIDRAWING NO. 145 I............. .................... ...... II . ..............r ........... IIss SILT SOCK SEDIMENT CONTROL ..........................I ....................... .................(D .................................. .................................... C ..............................E .......... ---------------- - - - - - - - LIMIT OF WORK 013 aggL4GA ----------- ..........-............................... ..... .............. ....I42 ....... ........................................I ................. ................0 I .................................I ............. ......................III ...... .......C:) (0 10 OF 38 LO rn ti ILL 1 2 3 4 5 6 NORTH ALE Gale Associates, Inc. Engineers and Planners � A 300 LEDGEWOOD PLACE I SUITE 300 ROCKLAND, MA 02370 1 D 11 I D 1 h I P 781.335.6465 F 781.335.6467 www.gainc.com w C, i "II' I 1 ., t.!"r.�l� ,..�.. JU %" if a} Boston Baltimore Orlando Hartford Bedford LP 4, ,., � �, � l-�IVII � �Ih„„. f :.:IIII �! CW 'I� ... ,. ���� ;� :.�: ,,,,-, /,,,, CG �,1' L._ This drawing and the design and construction features disclosec -.. I' �;> a�1 �,?1,�,' ;, , ':> �I u ..,.. .„„„ „ „ rr„ ,, ,,,,! y proprietaryto Gale Associates,Inc.and shall not be altered or r{:. ""C �..'l are reused in whole or part without the express written permission of „ �t , U �.-A 1,a „,� �,„„„w � '� l,,. I W-. � ,� Gale Associates,Inc. 024 �x . , - ,. PY9 y `� „! �' '�I� � a, , :a >�, '�ta�;�° es In Co ri ht= ` I N!�' t .., U !! �.; N N E l,,,/ , Y t t �'�,l„Y ` ' , , ,,,,,,, , , �,.,.y , �! l!.4,.1 V,F "� 1 „ , ` �� 11 F � II ------- „,z,„ „ , 1 I . 1f ,r rcu�urcrcun , , ...�� ,, t �f - �ftli, 'r .t",,,- � �� �,I ., , .a�/k *u .. -„. �I ii .! ,,.,, r'` ,�"' „N.." -, � N P ..:r ,f� B �urcnun VUMIV ....... P 1, t w �1,;............ nunwmurc urcurc urc urcurc ! GNNt ' urcurc urcu. „F, r ^ ., ,. �.� 't +� .!. , � 1, � �s„w„ {a ! "�,,, „ N .,. PERMIT SEn ...... r`-. \ .., ,} 14y. ,..-., ,,.fi-, \t' 1 , EXISTING LUMINAIRES TO BE REMOVED AND „,,,, "� " 5 ✓ INC, DISPOSED OF. EXISTING POLES AND „w„w„w„ , urcurcurc urc .., ,.,,r ,' � , --. ., - ELECTRICALSHALL REMAIN AND BE .. r rJ,, a-, r ;'�r M y „ .,,..., ! .,,.,.-„ t PROTECTED TYP. OF SIX 6 EXISTING LIGHTS) ) Uft 1 .1 : , i, .. „ .,, „,-- ,-„ -- --- � rcun.rcrcmurcurcurc �—...�.� urcurcu�u�u�u --, z' l G urcurc urcurcurcurcu„ urcurcurc "�� urcurcurcurcrc�rc - � r> - -- l 9 r- �.'� 1 fir';"�;�� � F w I �r ,- i - !� r OO - r 1 g w U L jO w ono W.w111.0 � Q o O=�� o - LU u< J11 LLLU �� Q LU- O — 1w'i qh, M 0\O 0 Q � Z � 1 w 0 LL CD w � o � � Q OZ �w� r � r 10F, O z J Z w .................. `` b { e i e^) ; rrc e N0. DATE DESCRIPTION BY DEMOLITION & EROSION CONTROL NOTES: Y co "• „ U PROJECT NO. 719560 ILL B 1 CADD FILE 719560_C011 CONTRACTOR TO COORDINATE LOCATION OF STABILIZED CONSTRUCTION ENTRANCE AND MATERIAL STOCKPILE AREA o R WITH OWNER PRIOR TO START OF WORK DESIGNED BY RDT A N r � � �I DRAWN BY RDT LIMIT OF WORK ( Y ) � T P. 2 LOAM AND SEED ALL DISTURBED AREAS t a;. CHECKED BY KFR/PS � P N .,,.,.. r r.,, �,,,� ! ,� .,,.,, �,! � �;,' DATE 4/15/2025 l V1 1 " " ' �; �,.� �., ,-, ° ;w 3. CONTRACTOR TO FIELD LOCATE ELECTRICAL UTILITY LINES WITHIN THE LIMITS OF CONSTRUCTION AND SHALL RELOCATE DRAWING SCALE 30' Lc> _ �., , �� ;'��..t,.1 � t x k ,.,� ! 1r �,�r' „ �� - °"" „ „ � �" ;�' LINES AS REQUIRED TO ENSURE CONTINUITY OF ELECTRICAL GRAPHIC SCALE C14o E-� ��F � �` ���' rcu, � !�r �., ..-..-.-. SERVICE. rm{ - J; ' SHED TO BE REMOVED AND 0 30' 60' �15 �4f STOCKPILED FOR RELOCATION 4 LEAN ALL PAVED AREA WITHIN THE LIMIT F WORK F ., t� $ 0 0 0 m IUIu �� .. , .. C S k�l �' l�T� � I °I ��, e „-„ Sr1 !'�. ��,rc,��u` ACCUMULATED DIRT AND DEBRIS. �„ �� SILT SOCK YSHEET TITLE ,W "s.. , �►„ S K (T P.) 0 1� ,',,,, ,. �t ... c� nN„ �rc �� .--.� s � F,r ".- 5. CONTRACTOR RESPONSIBLE FOR CLEANING ALL SILT AND k:„, U E r, 1 a:- �� ► S. , � o '-,f ,' ����. ,.- �► �r' �, .,F DEBRIS FORM ROADWAYS CAUSED BY CONSTRUCTION co ,' .. �.. ��aii �� „., 1; ,,"� 1 r,,. �,- V1I „ , r � a - ACTIVITIES. � ti �u k �N mm� , „r „ „ WALSH STADIUM o I Km FF a,. J; rr,;, 4, > _ 6. SITE SECURITY IS THE SOLE RESPONSIBILITY OF THE ` `` TION DEMOLITION AND »» � vI rr., TRUC / yp� .,, CONTRACTOR CONTRACTOR TO INSTALL CONS '�Il1 , n, 1 a ' „:: .t . _ _ ~—_ EROSION CONTROL �� Q L.-.-- ..a, FENCING ALONG LIMIT OF WORK AS REQUIRED. o A �S - - _ _ — _ — _ 00 PLAN �i ...,,..,.. .,,,£,} r rr F . .. "> 4 �....,.� 41, .....,�f@p ` .....,. — — — — — ,.t rat, „y✓�;:' 4 ,,�1 , � -, � � �' DEMOLITION AND EROSION CONTROL LEGEND F -- , DRAWING N0. 5) —= — ss SILT SOCK SEDIMENT CONTROL — — < W 1 1 - - i „ , V, , "F 1 f 1- � � NN� �� - - - - - - - C014 o �. ��� � — — — LIMIT OF WORK 61 42 o OR S 11 OF 38 LO ILL ti 1 � 2 � 3 � 4 � 5 � 6 1 , S3� ,1� ' "), ­i�Sjl�,_I, �_) � ,?:�� �� �����,�M��, I , , '�� I/ �'�, � ,) I ll I � 1�­1­­­,:,'­­ _"__!,,,,��,'tz� 11 � � � (5)�, M�d _ I ,'��'' 1�") � � ( q/ � '�­ ' ' , LL 1111%, I \...... 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OF 4) � � � 21 , - , "/ , , , X /I", , /, I "I "', , , / 20 , � ��- ")� V, � � �� , " I � l", " , "� / " ", ", , 1, I �, , /11 / / /�,,7 , / /, 1/1, / I / I I 11, /,�",/ ", / 1z"I", , / / 111/% �­,"Z",/,",/ ,/,/,//""',"'/�",x/�, , 1/�',I /� / ", " I � ,� /�, , , /, /' / -SEAT BLEACHER , , , , , ,/>, x/ / I "" " ,�/ ' , < , , , ADD ALTERNATE#7: 50 � X I 0"),6 -A I I /11 " ­1 , / I I X// 1, , " , /I " / / ,/ " 11 � 1, , " '/ I // " X" /I ",�/ ,,,/",�,, I" , I I 11 I , ,""'"" 11/1,11" /1/11 1 "" , 'I, ADD ALTERNATE #7: 50-SEAT BLEACHER ON 23' //`',"''­/,,`�,/ I''/�� /, X,,"/ XV 1, /'11/ / HOME PLATE-----� 1�<1� 11, � / " , 1/` / / / ,/� ,,,/ //,,,// /,�,�,,,,,,, '/" ` "' , , I ,/,, " /,, I^ /11, '/ � ,/�� /> I "/ I 1) , I" / , , / �­' ", " I ", ,/"/,,,/, Z I ,,, , / /,, � 11_/ /111"11>"/"'A / " 1, ­ . . ON 23'X 13CONCRETE PAD (TYP. OF 2) j_q� I I /' , / /'11/ `11 '/ I - / 8'(T'Yp.) � 1 1.) I \\\ 1-.0. X" '' /"/, , / /e/��M��*, X 13- CONCRETE PAD (ALTERNATES, TYP. OF 2 , , " " ',/V�,,,; FORMING SYSTEM ,� 1, I � i , , � 1-11,11,... ­­_ \ , ,/ / ) "/, " 60' SOFTBALL DIAMOND , - I , , / / 11 ­j �'l"" ,�,/�, X " , /� /" " �x / 11, , - , , _ ,-, 1"� , , , , ] D `� , " " I/1, I , , , /, ,/, INLAID LOGO , ,2/ 11 / / " , , / "I, 11, / 1, 1/1, / X /1"/',, /V"'/, >,_', ,1 I � � I � � , I I , /, /" , , , / " I I � �I , , / I )� ) , , I , " I , 1, , / / )//, , I , , , I ,�, , I , � , I , I ", , 1'/1/1 '' , , , I, I / �/ , , / / " "' '/" ,/X>(1X/�1 > 11� / , " " , , , , ", i C I IF /11, I I /�,,X,"< / 1, /11- X /`­/ / / / �,/ X'1:1/ <'/� / ''" �"'_ , ": , '­ , , , I : - :. /,"' , I I � 1, 11 I " x , , / /"-, , I "', / , , /,,, i '... / '/1'/" - - , �I 0��r) � , / I I 1"/ ,1/> �/ / " ,/,,></�,,�"// I , /I jjj� W� #�� ,")/,j, / , �!­", I',, I'll 1, , /, / /��, �/ , /',/,,' , �/�,: . ::.:: F ADD ALTERNATE #8: 20' SAFETY NETTING I'll'') , I ��/ I I / " / �..A .�. - I ... �',_ :,�-.-�,..,: , I I , /`"/` ,/ / 11 , .. / / / // , 11, - ,,',,,, ,X , , ­ 11, / , /` � ­ 1, ­ � � ,/ �, * ­ / " I , 1, /I / / , " /, /"� / " / / "/ I 1 251" * ­­ * , I", I,, 11/111"", , ,�, 11 I / ", I OVER 6' CHAIN LINK FENCE, 140 LF - . , , " ", /I , I /1, J, � // / X, 1-/ "/ 4'. ...., , , // 1/1 , , , 1, / 'I , /" / ­,> �// /,_>�' X, z,� ,,,�,/ / //" XI/I I " " , , :...4.. /. �/.- �,/ , / / /, I — ­ ­ / //, - / ,/ //`/"'/> , � /��<, , ,/, / �, � / / / ��, " NATURAL CLAY 11 // // SHOE SCRAPER/BRUSH AT PEDESTRIAN II / :1. 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I I , , /� /I /111 , /� / /, " / /",,/ /' / " , , I I , / I/"/' ,/111 "' / " , ­ I � 1"'/ I 1/111 / 1, , I , � � ,/ ,/>/' ,'­ � / , I / / " " / , , , ADD ALTERNATE#1 0: - > "Ir- , x, X x/', ,/ " I 'I, I " /1, / / , 1,1 , 6' FENCE OPENING 1, " , , ,,,� / /I / /",/X,/ I ,/ / / � " /� f 41/<',// , X .,;> L_U< C:) (:D , , 1, / " , , /? / /`1 / , " // >// /,,,'� , , 1" PVC IRRIGATION LINE (SLEEVE , , I I I , , / , / / ',/�,,/", / 1,/1" I /> I" I ",/, � /, // - �, ", , ,/1,, , ,,, ", - -DESTRIAN LIGHTING, REFER -2i - < � / "", 1, , "" "", i 11,/ I , t 0-I-Lr C) r , ,� ,/, , - , /,/1' /�, ,, " , , , ," , �', " ,/1, , , �(�111 / /X " " , ,/ , , , - , , �, " , �>� , // ,>/1,T, �,//" (TYP. BOTH DUGOUTS) /,,/,,,,,,/ a ` " / / , " /, / 11 / I � ,�""':>j "), J�,, " , , ,>, , , , - / ] , /1, Ill / /1, 11, I 11 , I , " " ,�,"� I' ' " -- - � WHEN UNDER TURF OR WALKWAYS) � i� , / ") / /�,, / / ,� / /11/I / 1, I /11 " TAN COLORED--�/ 1� -,/, /, 1,/1, � TO ELECTRICAL PLANS (TYP.) M%.��r = // I/ I" 1� /­ /"/, < 1�1 " , ­1 X /11," I 1'// 111"l- / /11, 'I, , ,I I /', / /, (,,� />�,/, � � " , , / I I , , /� , - LU I " 1, , , " /1 ,,,,',,' ,�,,� i I 0:� - I 1, 1,,/, I �,/ /Y�,/" /"""/ ", I ­ I I , i -U) < 11 9 ,P / // '' > v/ , , 1/1 / ,:,/ �:x / , /1" I/ 1, � `� TURF INFIELD / ­,- ��/ 1, I/"," X'/1 "' '' , � , , / /X,"/1,,,:, / / ,1,/",/1,/ /, / I /111 / / - /� �, ,� ­,,/� X/" /"z /, 0-_j_ I I " ,/", , / " "/, ",/ / " , I / , , " , " / I I , I �/ //I >�,'1� , / 11 �� I // = �__ Lr_ X", / �, I , / , , /�11/ I 30' SAFETY NETTING OVER 6' CHAIN > X�/ " I , I \ , / / "' ­ ` /11 1/'11' ' X" �/ , , , 0 12' CONCRETE PAD �j�/J:- , 1 1, �, �1' " , / "/'/'� �// , ,� I _;�� �, / / X �,/�, S F ,/,,,,:, /11 ,, , / '­/`,­ ,/ I I 36'X "I -_ 2i ry C)Ljj 01� f__ C/)LL1 1, I" I/ /" 1, �` / I`/(5......, I � I / I �­/L I C) �.../ / / " X", 1,/ / �, / �...�",) , 11 , I - , " / 11,/ /I , , /''/ , LINK FENCE, 132 LF (TYP. BOTH SIDES) 164 SF MULTIPURPOSE """,/11", , , , I I LU , , , I , - , , �`,/ ) ­� = , , , " LU - X, ,/>"/ I I I /'y'' " > / ` � X, "/,,/�,,/ " , , ", " / , " , ,> /, , � I � / ADD ALTERNATE #5: 32'X 8' > , " " x,/�, /11 , , , 1, I/ , 1, ,�,� ", - " , , / ,^ , " " , 1V xl/', 1, ", , e , , / , / ",", / , , " I /I / , , , ­�' 11 0 3: , " // / , / YNTHETIC TURF FIELE /, ,,, / / " I I I 1 4 1 / / X /",/" �, A / /­X " X , / 11, I/ /1, 1/�, U -,..-, I",I/ Y / / ­ 11 , '�"' / /', S, , , �,, , :," /­11, /1, /I , , / O�> 0:� = I I 11 " x , I , " , I " /; /, , ,, , , / 0- I 1,/��,/ /I ,'I, , , , " X/11 Ix DUGOUT AND BENCHES (TYP. OF 2) LAYOUT AND MATERIALS NOTES: 0- _11 I //�'/, , X,� ­', X/1" / , , /, / , , , " ,1, /, //"/, ,'/, 1, , I I/ I/ 1, , , ­ I/ / / /11, / / "I'-," oLU 0 1� �1� , ` /,,/, /�, /""/ " >,/"/I" " , , , / 11, """ � I X ,(,,�)�t)r�, -� / " � , " , , Z ,/,,,�// , , I 1/ 1 I I 11 , I -, - �0 N I / " , " , - , I I , / /,/ I / 1, I / " = ,),���,�)�)�,�i /),"l"',/j�� (),,,,,,,��,� " 4 4, )/- ,,j /�i...� / I X" /I/ 1, , �, I , 'i I" 11/1"'/"I- X, / / a � ) / // ,,,,,,/ //-,, ; � _j>U% = .4 b 1, " " X "I I / / I- / 1, / 1/1, , , , " , ,,,/,,,, 11, V�"/,", / " - I I � I )1-11)"� I ­'\ 35 '/'VI 1, I", ",//1 / /', / , ,// '1� // / " /, " /I /�/ /1, �`, I, / "I 20' SAFETY NETTING OVER 6' CHAIN � k:jc:) .a .d - �,�� " I 90' BASEBALL DIAMOND ', , / , /111 / �(�� iii 0 ILL. 4A(" 1 ,R / X " / , /, " /' / //�,,­> /�,, %R`V�/� #(�� 'm 1. LOAM AND SEED ALL DISTURBED AREAS. W.e_� C) C::�< ,NJ� :1-v' ! - - - , X/ "/ >�_ - " x-, ", // ` '/ I" � /11": ,� 'ENCE, 98 LF (TYP. BOTH SIDES) I I / I �', I/' , , I / I - '/,/, /, ,1,/,I,/ Z'11'/ I , I`,�/l I I"/11,/11, ; "I// / / " / � E-L o %. 14 I , MINU /', I _�� 1, /' '1/ " i :)b/">"/ ,/��/,,,',�,� , /, /, / 1� "�/,/ / 11, - " 'Y"z' ,­,­', c" I "I 1, �, "" ,,- / .1 LINKI AREAS WITHIN THE 100-FT BUFFER ZONE I " I ; , , , , / - '/,, ` FIELD LOCATE i ::� /" / , - /, 1, "I 1/�, 1, / ,"'/ , 1, I ,/" ,� , I >�/",�",/>, X_��, I , 1, I/'X/ 1, � ", 0< ,V- �__ , 11 ­_ I , , " , / / /1,11 , I />/ " = 01�,,�/� /1',/"/ ", _ / I", I - ) ��") ; f , > " ", , I I , ,/ ','/"'/1, 11,/�/�, / �/ �"/ ,// I , I �11/ x/" ­ 1, " I /� � �a / ( ,/"11'� , - - A1_1 UUINIINItZCT TO EXISTING I - '1/ /11 /, �� 11 " " , ` / I , , 1, , 'I' , /,, I 1, , , , I � ,,/ /� ,,, � I �' / >?�Af, / " ,,/ /j / �, /� �,� SHALL BE SEEDED WITH NEW ENGLAND 0:� - "/1 I / �, / ­�/ ," , / / X/ ,/11, / /, , I 1�x ,/��/, - /"' �, ), ", C)<(Z:)= IRRIGATION SERVICE /",­, I , ,/�, I I/,� " /111", I , - ­I " ", "�,/",/,>� , " ", /I I I/" ""', " ,; 1, '/�,/', R�: - I / , , - I I , , A� X1, I"/ 1',/" / " '11�1 , I / 1, I I I , ,,,,/ ", , , />"/�­, ,/ 12' DOU / I" 1,,'/�,/,,, // I " - - �', ", 1, I /�, /� /,�,/",,'/ ,/",,^ I I , ��" "/`­ - /" ,/ ,,,/ I" , " I " CONSERVATION/WILDLIFE MIX, AS �--=,j -- U , /`v I 1� 1, � / / " / , , / I " C , , I �, Z, ,/�, , // �� ',/ / �, / ,�:> ,'�/,`�, LE SWING v / � .M� 0 , ,// 'I, > , , , ", I/ I - / 1, 1, v , / �� I / 1, , / / I I I 11 , , ,,, / , , / , , " " , >/'I , , "X, I - , I , , / / ,,�, "" ' , I I", 1, I �/­, ",/> 1/11, / , ,.,:- -I- .., // I-A-i�_ � /, , / , .. .... 7­", / , , " " , , / / I i ) , , ," '� '/ ", " / , I'll/` "I 4 // �, , /I //�,�,�/ VEHICLE GATE �', , , / - - I " x ", /x / , , , _0� �-- 2: 1 /"/'"/ ,,, , I I I�I Y/7�'I[`'"/` ,�>',) , ,�\, Jc��1�110 MANUFACTURED BY NEW ENGLAND ), , ,/ ],/ ,��v x //, / �,/ / / ` , ", I , / , " , ,,, I X, ^ 1�' ��11 �,,�",>:/"': �"/ ... " QUICK CONNECT VALVE BOA ' /,,/ ,1'/�', 1, /�, "I *:"I.'**. .,. ". //,�, / 1 11 vv� #("� :),?, , , / , . "" I IT APPROX. LOCATION OF EXISTING SUBSURFACE " ­ , ` 11 " , '1� P , �, 6' FENCE OPENING , , /", " ,:,>":: ,x�,,,, ,' ' .�:;.."*-:-�... - - " ,,/ -�� , 11 :L ...,�:��--.*.-:........- WETLAND PLANTS, 14 PEARL LANE, SOUTH _j(3� , ;I I ,p//./, " �/, /1" I", � 0 ,� ; i : 1, WAI�' I 1, I I I' ll, *_Ai. 1�,7 1 ADD ALTERNATE #4: F�,��,'Z'l,, """""""', I I � " ' NJ 7 /1, 7 I�"///� 'X 11" 1, I/ "/ /I /> >�/� 1, 1, ' /1� / 11, 71 ,, /, I, " , I/ 1, I .--.�. HADLEY, MA, OR APPROVED EQUAL. (5 J - " (TYP BOTH DUGOUTS) /" , ,/�, DETENTION BASIN. CONTRACTOR TO PROVIDE INLAID /""-, / , I , , I" I 1, �1, , 1 , / _j_0 2: 1�1 � /I/" I", , /, " I i ,/ 1,/ /> >�`,, `X/V'11' I "/ ,/"/ 1,/�/" / ',/- , ", , /, " /> /�, /X,, />/,/ �/ ', ,/,"�,/",/,/�",/�,/",/ . DOUBLE SOFTBALL BULLPEN I I " " / / ____ " , , /, , ­� -,,,,,,," �,� � ,/`/_� �­,/ /111- , /111 X - , ��,, �, 1'/Vl� , , "I __ , / ,/" , , /, ",/�, ,/, "", , , , " , /11 ,11 /111 "I I ; " , 11'1/ "/,/, / I/,,/, - 1',/ / / , " " TICK MARKS ABOVE ALL EXISTING INSPECTION P 11 I I "I , " , " I _� � , �� !! '/�//,,, "/' �, / I I "" � ""',_" ............. �� ,I/ /�,, ," 11,,"/X, 11 " �, 'I,/ " / � 11"', 4 1 , /X / I ,/ /1, X"/" /11 I >�­/ , " / I I I / /' , �<, 11� 7 ,/ / I C"'\\ , " #(_ )(1, : ­� I / / "/" 1/1'­ . ,,, '' ,1, I 11 ", I 1, , 'x, �x - "/�/,� " 11, I , / /', /', 'X�,/, ,� >/�/�, /,,, " ,,,, /I I I / , � , , , //"'­ 1851 / " I /, /, 1/1/1 1, / 1,//" -, " 1 /11/1", '1/11/1 /��, - , - / " ,/1 �� , /11",/>/ , � /,, "/",/�,,"', ,,, / " , , , >11,-, , - , ,/111 � � ", / �, 11, 1, , X '/�,,/,, I_X/ I , " 'I, I , , / , /�/, , , - , , , >,,'/',, " I "I , , , " ,, ""', I'll j " , , , / / 11' Vl� ,�) 2. 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DATE DESCRIPTION BY IIlCy') SOUTH HADLEY, MA, OR APPROVED IIIPROJECT NO. 719560 C-) IIEQUAL. U- IlIICADD FILE llIIB ............. II0 ........... 2. REFER TO ELECTRICAL DRAWINGS FOR IIIDESIGNED BY RDT ............. IIvt�1 5. ............. INFORMATION ON LIGHTS, POWER (D IIIDRAWN BY RDT W lSUPPLY, CONDUIT, AND OTHER ..............r IIELECTRICAL WORK. CHECKED BY KFR PS ............... 7 . .......Iv 8 IDATE 4/15/2025 IICONCRETE CL IRB IIII3. UNLESS NOTED OTHERWISE ALL IIIIDRAWING SCALE 30' ILID IMPROVEMENTS SHOWN HEREON ARE L0 GRAPHIC SCALE C14 TO BE INCLUDED IN THE "PHASE 1" IllC14 CONSTRUCTION PERIOD, TENTATIVELY L0 III0 30' 60' OPERATIONAL FROM JUNE TO -11111111111111111111illillillillillillilliiiiiiiiiij ........... lDECEMBER 2025. CONCRETE,,66.........I ....................... llISHEET TITLE II4. ATHLETIC LIGHTS S1 S8 ARE TO BE .. ... ....... wv, 8 .. ............................ .............. I.... .......... INCLUDED IN THE "PHASE 2" I ...... ...... ........... 0 CONSTRUCTION PERIOD, TENTATIVELY ..........L0 i .............. ................... vvl OPERATIONAL FROM JUNE TO OCTOBER .. ........ .............. ...... . .. ..................................... TRACK IREWORKED 2026. ............. ........ ................... ...........0 .......... ...................... ...............II................... SHOTPUT AREA. .... ...... .. .. .. ................. LAYOUT MATERIALS ........ .. ... .. ........................ .. ............. I ............0 PLAN ILAYOUT AND MATERIALS LEGEND RECESSED CIRCLE WITH A iCD TOE BOARD (TYP. OF 2).. .........U) .. .................0) STONE DUST ..............C:\ ....................... DRAWING NO. ............. .......... . ..................... ...........,............. lCONCRETE .......... .................. i----------------- --------- ...... . ............................. ..........I ------------------- .......................E ............. I ----------------- . ........(3) l3 ........ ............. . . . .................. .... .................IIC103 77;7 4MIL4GA L ...................... ................. ........ ----- ATHLETIC LIGHT ................... ............... ................42 I ................................................................. ......... I.................................. ............. .........II �2 ................0 ................................. 14 OF 38 LID ILL 1 2 3 4 5 6 NORTH IIIIIIIIIIiiii,m... /�) �'� GALE 1('? i, 0 i,,. (,fA)`;:;; �I Gale Associates, Inc. \ / w �j_, Engineers and Planners 1 / ;F ii 300 LEDGEWOOD PLACE I SUITE 300 E T ,�. ROCKLAND, MA 02370 ( » T �(I\/I I I'(I/I I I P 781.335.6465 F 781.335.6467 www.gainc.com �� )I l " )IIa./ " �I I �II)I I 1 (! (I, I L)I�/il < (��(- I I (, Boston Baltimore Orlando Hartford Bedford VI I I"v �I Ivi I I () (-7 I 1111111 I l I I C',(') ) �", ,, ,, ,, , ,,,,, I (' ` r/ )III I I»I I)I (, ((" i �, / 11 ,� f ,'L.„I V/ .,. I II\!li I h.I (,,., ,,,,..,,,, O, CO)G:)I' L_I I)V I I- . .. � � ,( „�.� This drawing and the design and construction features disclosec L� I</I OV } ,;;;�,1,.A LIlII .) !., .,,,,�;' / I: ,�° are proprietary to Gale Associates,Inc.and shall not be altered or V v. �I IVI 1 �.,1. f�)L')IVI I...aI v y:;, y,,.r , I v I </1 l. .) I ( .) (.,I ,, �I I ).),,)1 I)I fi'I L I \ ,)l,r..!l.,,,,./�,.r. /., .r reused in whole or part without the express written permission of l � / � \ , I,. Gale Associates, c 02024 �� G, 1 1.7(�,I� (.")� S1 ,� I I,v,II� ,,,h,,II�I� I i, !i') '(�'rl;l /. /:� :)/'t';�7 (i�A�7" Copyright=es I n 1,I I�1M---- 1 1II.; ): , � .... "/ �� ) „ ,� .,,� Ir`,�,(�,I -111 „� �) �I)/I/�\/� I, l)I I)) �� �' (�)O�I'r�rl/ 11 � ,,,I 1�— J . II \II 1 /. S2 / �,,,„,, !1(),/ Y �' ,', , ��:)(//Ir, II ( nd' �o`'I<II)�.�.I(\/ L.I(; / /).� h1' ICI a 11 (.,'h;> C�?)l)I�IL I �1 I,I L..OI , S3,/ , II. I , ��. �,...,.M,., , ......, L.,: V/r,) (,,1 ,�11NT- � � � „ ;r �4bo <,<, II1(I 1 1 7% i. h ihh�). �<..,,.. ,,,,..,. (�I I/)I IV ,.I ,,� �Il, I --J ,.1 I/ ,� (.I�y"1( 11 \ IIV' I , \--, I I <II)I .� „,<,�, � I >< ��, � PERMIT SEn ,�„ - .�I Ro\I l I I 1 I,,, / �� I l "VIQ ._! -IT ,,,w,. �� v.-)I�, 11- ""-,, � o L_I �,�..I'll�..., I ""'I'll-, u,u ;....I . /'/ r L..I I 7). .1,./ ....1 ,�� / - -1 I 14..r -1 � I > /I ',--- ------------- -... � -", ' ''"", ) "I -- . -------------- ...�" , , \ - - / I �. --",-,- ,,, �, .. �::�11', I 11 /v H� . 11- ��jn /Ole<� 1111�1 A „�„ / (�,�.,)I�v.`. �� �,,,,, by „,, ' >, ,/.I , r. / �� . X1 0 ),/I �� � �� I . �iiii Vv,I �� /l, vII - ,�:::: J�.-0 ! I I ) --� 11 -- ,­ �l ,,,,. ., �lI �,,,,;. �),,� ,./ ` ill/ ,. ,�,, X 1 l),,). "1 ,, I; ... v? I D ; ) , » ( 1' . .. �. (' I �. , �l I X 1 O(� (:) \/ (,u)) I)I</i I / / .. Ili}I.. I �,,,,„,, ) r � 11�IV 1 1 /}1 �, ICI IL)I'l'I (,)fir/1 r: >/1 I)W1,W 1 (�./ �(:� I a / ) ` ,:� 1 ' av I J r ��,. I I< !u+� � ;" I 'V� �I}1` L.L. , -, 00 C Z Q \�_— w G U~X � LO il. 1. w w /1, li w )'i w L U(=) W pp ,r,� tllw » 00 I �\ / �Q o �"I 11 I / � /� (,'/:/��>r.,. ( ). . O I / / .// / �� .) 0� �r / l, \. j i- /. : // / / / i b �_ \ / e , _ z I / LJJ z \ / i / / i / / / >11 /, ., / , , / ' i /'J r..r,,,,. / / / / i /, ���, / i / / // / /, �- / � z ��) >v, 1 I L.LJ I 3 // .;-)��/, ���\[),, j I , ) /^ I /I /. /� A /, " /i, / 1 / / I /, /� // / // � � ' . � /� Z CD \ I:II I v": ,::; / , / /x / // /, /,// � / / ! r /� /" / / ,,, � CV `,� � r1II C / ; / `W // / / / i / i / , /;/ / / // i `// / � , �� Q l i i / / i / / , / / / / / / /� / / / / / � M� W A IJ_ L / ../ ., , A-,/ /., �.. / ../, i /��- / / - .,i - /-./ -./, . n �, ( ( �i/ /,/ // / / / / / / /� / / i /� / / ./ �� EXISTING ATHLETIC LIGHT FIXTURES TO BE I �_ /� Z Z Illl REPLACED WITH LED FIXTURES (TYP. OF 6) )> \ / ! // X/ / //� / / // LAYOUT AND MATERIALS NOTES. Q Z p /, , / / , %��� " , / , / i,)-,t '/ /1�1,/ , '/�� / �, % /,I)II.IIUI I if,`I 11. �.� �I / / / / / /,., / // j (.� ..,.I ( ' )I ,,.r,.r / ,, /;� . / / / �� / ;,r , ;� 1. LOAM AND SEED ALL DISTURBED AREAS. I� / / / , / / ,, AREAS WITHIN THE 100-FT BUFFER ZONE /\ /� //; /' i /. / / / / / // i i /, / A'/ / �111-11, � �/ / / SHALL BE SEEDED WITH NEW ENGLAND 1,"° \ // / // - // / CONSERVATION/WILDLIFE MIX AS ) ` �,, i � i, ,, / ; I/ i/ / � , ,. �,/ � ,/ / l — \ /;' , ;� / / I/ j %,� ' 'I' ll 1, MANUFACTURED BY NEW ENGLAND WETLAND -. Ily'`" ' / / t'^/ / ` ,,; ," / , , / ;, / / PLANTS, 14 PEARL LANE, SOUTH HADLEY, MA, � + / // OR APPROVED EQUAL. • / / / , i / i ti ,, ,, , , i i /I �/ A • /,:. �/ //.,", ",/,,/.: / /�, ., , ,1/1..1 , /� /��/� j, ,.. I I'll �, i- j /,,, i„ /,, r i- , r, ,/r, / , /' ' ' ' \/ ' ' ' �' 2. REFER TO ELECTRICAL DRAWINGS FOR / i / i i / / i , , i �x') / / / � / ,.� , INFORMATION ON LIGHTS, POWER SUPPLY, �,... .., / , ) ND I ND THER ELE TRI AL W RK . >� k,J vw) rl: (7,C: ,. I,.rl I/,II I O(16) a° /'! \/; /!% � � /! CO U T, A 0 C C 0 . L.I) ,:r I f('f l( ,;C;,,.)- r I t.)I q v',I,(i,, II,<I i !/ � �,/ % /; '. �/ ` 11 L<'I:: 'I`,n 1. I /, /%11/ /j /�!. 3. CONTRACTOR TO SUBMIT A CONSTRUCTION \ - , :-� >� //,- ,,,,/�� ,,, /,,/', , , " ,� , '� STAGING PLAN FOR THE INSTALLATION OF THE No. DATE DESCRIPTION BY I � 0 . /, , / // � TWO NEW ATHLETIC LIGHTS. THE PLAN SHALL PROJECT No. 719560 ) \ ,z. '�" \ .., /� // v � , , , I 1�/111,j/ MINIMIZE THE CONSTRUCTION IMPACTS OF cADD FILE 71s5so_c1o1 )` <,}, „ /,(/ O �� r� r % EXISTING ATHLETIC FIELDS, FENCING, \ // ° // / OF THE DESIGNED BY RDT `., /\ // / <"( )>X10II i.) O/ ,.r ( / " / / TATION, AND OTHER FEATURES X1O,,., V) I'll ./, V. /.,.. r') \ / ��/ / / // ,/. �" /=, SITE. DRAWN BY RDT I i,I o / / /'/ /'/ / / / // ".., � ' / i i i CHECKED BY KFR/PS / 4. WORK IN THE BUFFER ZONES SHALL BE / k; i ,..\��,� / NEW ATHLETIC LIGHT POLES „)I! .)IIV / / ! /,' .,/ ! / // / /! o \ /\)I�: � !I)i, < . /� ,/ / / , / / DATE 4/15/2025 l / // / /, / / \/ /, / MINIMIZED TO THE MAXIMUM AMOUNT cn ,: l)I(/i1...1 AND FIXTURES (TYP. OF 2) ,, /(" � / / /' / /° o /;'`. `. \.; ill, ) / i; / � / / --T ou, VI /LID , f,lA , ,,,.,,, V /, / / / / / / / / / / PRACTICABLE. DRAWING SCALE 1 30 "I I (,) `;>. UA4 ,.,. / i / / ! i / / i / / ! //',, / GRAPHIC SCALE o )I,) L,,' )t.II�I,( \ \ /I// %/ / / / / // / / „ „ :., ;,,* ,,:, / / / / / , / \,, , , ,/j 5. UNLESS NOTED OTHERWISE ALL 1111)�11 /.) //'/ `r, \ (,< /,/ ,, ., % / /, -. ' � ' ;/� \/� IMPROVEMENTS SHOWN HEREON ARE TO BE o 30' so• / \ ) /I}i , / . / / //°/ // INCLUDED IN THE PHASE 1 CONSTRUCTION \ \ ;. .._ \ / / / /< \` )V,I �\ L #\ X !h:) !1( 'I 1 O,') / / / / / , PERIOD, TENTATIVELY OPERATIONAL FROM �l �l �\ / // / / / /,. », , `, ) , .» .. / / / / , / / SHEET TITLE w ., \, , 7 ,/ / \ , , , \ \ JUNE TO DECEMBER 2025. o » /, i »» // /// / /,/ /// j /.. UJ ,,/ /.,.,, / /., ..,/ /-/. �I �I \ , o » ,,,, /, / "IN / / / / / 6. ATHLETIC LIGHTS S1 S8 ARE TO BE INCLUDED ,! // V\ / / � 1 /'. ,, 0 ), /,, / ��il, n <,, , IN THE PHASE 2 CONSTRUCTION PERIOD .,,.,. ti I� I mi Vc,l 1 m� IVO / p,'yH. ,,, ,... . / / , //' ., ,, X TENTATIVELY OPERATIONAL FROM JUNE TO WALSH STADIUM I\ .. ,..> ... / // , ,/ / // / / OCTOBER 2026. . . �! � SITE PLAN :,, � p� / / , � / // / ,, / ')(I � 1 .... dt) V(I .. / » / / / / / / / � / / / / glinCl) m �' ' /,, / / / �, / , / / // ; ,,. U(\ /, .../ 1. �,,,. / / / // / / / / / / / O ,�. / i A \ \ �: r \; �....... ...... /�% \/ V/ \�� / LAYOUT AND MATERIALS LEGEND O 461 \ V \ ` Nrr11 \ . `,,,,,., , ,/ j; / , , / U) , '.i<„`, / ',,,) e `\, r ;»)'It.. ill �. , ,, y.,� Aul �` »)I a u,! I) 00000 EXISTING ATHLETIC LIGHT �//v)/ ?f, \ D DRAWING N0. ca / r hum /, 1 I ,- / 1 X ��\,,,, ��� FIXTURES TO BE REPLACE �. r•� {{ � y `. \, / / , y \ m�1 ,') �,. <� m / C r)» �, A((I 1 .1 l ��, f � �'11D � 1 l'' mi,,,.,,,, �,r t, ) )r ``/� ,p,» W, �/� L:-�,�.I...., 1 G) ., )/OI )/ / L.. , , � 4)/t, , I Ili) I�� n �') �/�, PROPOSED ATHLETIC LIGHTcli- " C104 ��� ---- "'I I'll, " (111)"":1, I , � \ \ ", , 11 )I )li lk�' t ', \\\\ \1 \\)— I �:�', YJ , � I,�� / I fl(�( i �� ,.r f I .. CDL I \ \11.....\ �� _" S 15 OF 38 M ti li 1 2 3 4 5 6 NORTH GALE Gale Associates, Inc. Engineers and Planners 300 LEDGEWOOD PLACE I SUITE 300 E ROCKLAND, MA 02370 P 781.335.6465 F 781.335.6467 www.gainc.com Boston Baltimore Orlando Hartford Bedford This drawing and the design and construction features disclosed are proprietary to Gale Associates,Inc.and shall not be altered or reused in whole or part without the express written permission of Gale Associates,Inc.Copyright©2024 SPECIES VARIES, REFER TO PLANT LIST SLOPE PER GRADING PLAN, NOTES: NOT TO EXCEED 3:1 VARIES, REFER TO PLANT LIST LOAM AND SEED DISTURBED AREAS WITH NEW ENGLAND CONSERVATION/WILDLIFE MIX, PERMIT SEn ° ° AS MANUFACTURED BY NEW ENGLAND WETLAND PLANTS, 14 PEARL LANE, SOUTH HADLEY, =11 — ° ° PROPOSED STREAM 2' WIDE SHELF ° MA 01075 , OR APPROVED EQUAL. APPLY AT RATE OF 1,750 SF/LB, OR HIGHER IF APPLIED I1=1I1=1 — AT THE END OF THE GROWING SEASON. LIGHTLY RAKE TO INSURE SEED-SOIL CONTACT. BOTTOM OF CHANNEL @ 93.00 � — i I-1 I I— III 111=1 11= ' -11 . II III—III—III � �� —111-Ed 11=1 11=1 11=1 I COIR LOGS I I I I 1 11, 111=1 I I- III—I I I—I I —11 = I 1=I I I=11 I—I I F: 111-1" BUFFER ZONE RESTORATION AREA PLANTING SCHEDULE I I=1 I I—I • ° —III-1 -1 11=1 11=1 11-1 I I —'' 11=III—III—III= o — 11=III— —III—III—" D 111-1 I M 11= — `cn-^ 1= —111=� 1 III COMMON NAME LATIN NAME SPACING SIZE QUANTITY -I 11-1 III=1 111EIII=III I III=�11— ''—1 11=1 I I—III—III 11=1 11=1 11=1 11=1 I I 1=�" ' .11�i 11 I M I M I 1=1 — — — — =111= 1-1 1=111=1 I I—' SWEET PEPPERBUSH Clethra alnifolia 6 FT O.C., CLUSTERED 3-4 FT MIN. —1 I I—I 11-1 11-1 I I I-1 I 1 I M I M I I- I I I I 1=1 I I—" 1 EI I I-111=111=1 I I 1 "- 11=111 1-111=11 5 )IMI1E1 I M I I=1 11=� ' GRAY DOGWOOD Corpus racemosa 6 FT O.C., CLUSTERED 3-4 FT MIN. III—III-11 __________ 111EIII—III —1 11-1 11-1 I I—I 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 I 1—III—I 11-1 I M 11'' i' J -I�I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I 1=_III— ' =11 J, 1 I[�1 I[�1 I[�1 I[�1 I[�1 I[�1 I[�1 I[�1 I[�1 I[�1 I[�1 I 1 Fl I' BLACK CHOKEBERRY Aronia melanocarpa 6 FT O.C., CLUSTERED 3-4 FT MIN. z O BAYBERRY Myrica pensylvanica 6 FT O.C., CLUSTERED 3-4 FT MIN. C=�O0 G r � LO RED OAK Quercus rubra 10 FT O.C., CLUSTERED 3-4 FT MIN. w w� W 00 WETLAND/STREAM RESTORATION SECTION wQ 0 o 1 N.T.S. RED MAPLE Acerrubrum 10 FT O.C., CLUSTERED 3-4 FT MIN. 0= 0 LU LU Q ��C!) Qw � WETLAND REPLICATION AREA PLANTING SCHEDULE _ = LU ��O> z �w COMMON NAME LATIN NAME SPACING SIZE STATUS QUANTITY o Q w 0 O z O J>0 z QC) COMMON ELDERBERRY Sambucus candensis 4-6 FT O.C., CLUSTERED 3-4 FT MIN. FACW- w 0 VC) U_ � = _QU)Z O pQ SILKY DOGWOOD Corpus amomum 4-6 FT O.C., CLUSTERED 3 4FTMIN. FACW U_z OQ z CN C COMMON WINTERBERRY Ilex verticillata 4-6 FT O.C., CLUSTERED 3-4 FT MIN. FacW �� Q O � ? � _.,.., r� ,` � LURID SEDGE Carex lurida 1 FT O.C., CLUSTERED 2"PLUG OBL J 0 t f , '" "` BONESET p tonou p rfolfatum 1 FT 0. CLUSTERED 2 PLUG FACW,- / z `° Eu a - m e - C. C + Z r . -. " I �� r `� 9903 SOFT RUSH uncus effusus 1 FT O.C., CLUSTERED 2"PLUG OBL . 15� ,-� GREAT BLUE LOBELIA Labelia siphilitica 1 FT O.C., CLUSTERED 2"PLUG FACW+ fft t "` BLUE VERVAIN Verbena hastata 1 FT O.C., CLUSTERED 2"PLUG FACW+ f r f WETLAND REPLICATION AND RESTORATION AREA CONSTRUCTION SEQUENCE F„ `� ,' 1. A QUALIFIED WETLAND SCIENTIST SHALL SUPERVISE ALL ASPECTS OF THE PROPOSED WETLAND REPLICATION AREA DURING CONSTRUCTION; EROSION CONTROL SITE PREPARATORY,�� AND WETLAND RESTORATION AREAS (WRAS) DUR N; EG., E S, S Y, REPLICATION AREA . F� F GRADING, BACKFILLING, PLANTING AND SEEDING. 2. FLAG OR STAKE LIMITS OF WRA. FLAG TREES AND/OR SHRUBS ADJACENT TO THE EXISTING WETLAND BOUNDARY TO . . ,,- (940 SF) k '° � REMAIN. INSTALL EROSION CONTROL BARRIER (I.E., STRAW WATTLES OR COMPOST FILTER TUBE) ALONG p INTERSECTION OF THE WRA AND ADJACENT WETLAND, TAKING INTO CONSIDERATION THAT GRADING WITHIN THE U r' m BI � 15 f WETLAND MAY BE REQUIRED TO ACHIEVE A SUITABLE HYDROLOGIC CONNECTION TO THE WRA. ONCE THE WRA AND °) APPROX. LOCATION OF �'� �'� ADJACENT SIDE SLOPE HAVE BEEN GRADED, INSTALL AN EROSION CONTROL BARRIER (I.E., STRAW WATTLE OR N0. DATE DESCRIPTION BY U� �4� "I (" -./ / , + COMPOST FILTER TUBE)AT THE TOE OF SLOPE TO PROTECT THE WRA. �'� "�� � , �� ,r=. ,� PROJECT N0. 719560 ILL B PROPOSED STREA �� ,,."""""°"" �' e 3. DURING CONSTRUCTION OF THE WRA, THE SUPERVISORY WETLAND SCIENTIST SHALL OVERSEE THE PROPOSED CADD FILE 719560_C201 /"�� GRADING AND PLANTING SCHEME. THE FINAL ELEVATION SHALL BE DETERMINED IN THE FIELD AND WILL CORRESPOND 03 °' ���,, " r � � � " ,� ., � TO THE ELEVATION OF THE ADJACENT WETLAND DURING CONSTRUCTION THE WRA SHALL BE EXCAVATED TO FINAL DESIGNED BY RDT GRADE UNLESS A SUITABLE TOPSOIL IS NOT ENCOUNTERED, AT WHICH TIME THE AREA WILL BE EXCAVATED TO ONE _.. . ,r�, _.art o / j �_.., /-.. .... �� I` DRAWN BY RDT %'' , FOOT BELOW THE FINAL DESIGN GRADE TO FACILITATE THE PLACEMENT OF APPROVED CLEAN WETLAND SOIL (12% I ._R ` " " ,„ ORGANIC CARBON CONTENT(OR 20% ORGANIC MATTER CONTENT)AND PH OF 6.2-6.8)AS A SUITABLE SUBSTRATE FOR CHECKED BY KFR/PS r a1 VJY " ° THE ESTABLISHMENT OF WETLAND VEGETATION. WETLAND SOILS WILL CONSIST OF THE TOPSOIL (0 OR A HORIZON) '� "� '� FROM THE WETLAND IMPACT AREA(S)AND/ORA WETLAND SOIL MIXTURE MANUFACTURED BY COMBINING TOPSOIL WITH DATE 4/15/2025 / r ,:.,.,. y, _ �, � � � ""� } A SOIL TEXTURAL CLASS OF SANDY LOAM FINE SANDY LOAM OR SILT LOAM WITH DECOMPOSED LEAF LITTER AT A 1�1 DRAWING SCALE 1" 20' °`� LO RATIO. THE WETLAND SOIL SHALL BE FREE OF STUMPS, ROOTS, HEAVY OR STIFF CLAY, STONES, COARSE SAND, WEED SEED R OTHER LITTER SETTLING OF SOILS SHALL BE TAKEN INTO CONSIDERATION FOR N NOXIOUS WEEDS, W S, 0 GRAPHIC SCALE "J ff,,, . ,, r � � FINAL ELEVATIONS `l.) 4. MICROTOPOGRAPY SHALL BE ESTABLISHED WITHIN THE WETLAND REPLICATION AREA UNDER THE OVERSIGHT OF THE - I ,. " a� � � �. '' " WETLAND SCIENTIST BASED ON HYDROLOGY ENCOUNTERED. I �..� ... o 5. IF WETLAND SOILS ARRIVE ON-SITE AND ARE NOT USED IMMEDIATELY, COVER STOCKPILE TO AVOID DESICCATION. SHEET TITLE C14 �� '"� ` � "% T" 6. INSTALL WOODY VEGETATION (SHRUBS AND/OR TREES), ADD WOODY DEBRIS, AND THEN FERNS AND HERBACEOUS UI f �� '" PLUGS. LEAVE BOULDERS IN PLACE IF ENCOUNTERED. �,. . � AREA OF TEMPORARY WETLAND .o 6, .- �" r"„ 7. IF PROPOSED,APPLY WETLAND SEED MIX AT THE SPECIFIED APPLICATION RATE OR HIGHER IF APPLIED AT THE END OF DISTURBANCE (123 SF) WETLAND .,.r.,"''" f.. THE GROWING SEASON AND LIGHTLY RAKE TO INSURE SEED TO SOIL CONTACT. THERE SHALL BE NO SEEDING IN o ,` t� '` ,� ��� '� ---_rl FI � `� 1 m, AREAS OF STANDING WATER. DO NOT APPLY WITHIN 1-FOOT OF SHRUB AND TREE PLANTINGS.{ff {fr r.. RESTORATION ... ��.4I DEC ��� + 8. APPLY CONSERVATION SEED MIX TO UPLAND SIDE SLOPES AT THE SPECIFIED APPLICATION RATE AND LIGHTLY RAKE TO INSURE SEED-TO-SOIL CONTACT. PLAN A ��` 9. APPLY A LIGHT MULCH OF CLEAN WEED FREE STRAW. �` ,, �EMIII::� , ' 10. THE SUPERVISORY WETLAND SCIENTIST SHALL RESERVE THE RIGHT TO REJECT ACCEPTANCE OF WETLAND PLANT } / SPECIES UPON DELIVERY BASED ON PLANT VIGOR/CONDITIONS UNAUTHORIZED SUBSTITUTIONS AND/OR NON CONFORMANCE WITH THE PLANTING PLAN AND SPECIFICATIONS. ALL PLANTINGS SHALL BE NATIVE VARIETIES WITH NO f �'�'I 4 99.03 // DRAWING NO. �:.. LANDSCAPE CULTIVARS ACCEPTED. DURING TRANSPORT,THE PLANTS SHALL BE PROTECTED TO MINIMIZE STRESS. " 11 AND SCIENTIST SHALL RESERVE THE RIGHT TO REQUIRE A SUPPLEMENTAL WATERING ,a THE SUPERVISORY WETLAND L ,..�� ,1- �� " �` "" "� / PROGRAM OF PLANTINGS fff / ~o ff�� 98 99 12. REMOVE EROSION CONTROL BARRIERS UPON STABILIZATION OF THE SIDE SLOPE AND WETLAND REPLICATION AREA. `2 / 12' PERF. 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'i �� ""Ill...1, I ! it ll� .", 7 /// // //// / //////,00/// / / / // //// I// // / , 'I UID.. / /// // //// / "/ - 1 06.30 / I I / ,70 " �, / I // / /// / / / //// / / / / / ,.�iiiiiiiiii,ill / � PE // I e / / / / / / /, / / / / / , LO NOTTO V ' � ' ' / / X/ / / , / / / / / / / / 61 N-1 ,� // / //// / / , 0 // / / ,/ �t /. / I! 1 1 ill ii / ) t ! , 11 / / / / / 141 / // / / / / / / // / - / / / / / / i � i PERMIT SEn I , / / /// / / / / I 11 I / / /_106.38 1 ol / / / /* / / / !I" ,, 11 / / / / / /- / / / I / / I/ , / / / / / / / / / / / / / I/ /�7 / -� I il ( . "��,�, / / / / 00/c / / / � EXCEED 3:1 / , 11, " � / , / / / / , / / / / / / / / / / / / / / --�;_ / , . ,�,� / / // / / / / / / / //// / !l ,* 11 / /// / /, / // / /N / /// / //// /, / 'i // /// A I I .iii�� / // 15" 0 DMH 102 / / / / / / / / / / / / / / / / / \ / / / I / / .........�� /I / / / �/ / / / - ", 'i vv 1:: 1�11'1�11`6--, 217 ',Zl / / / / / / //// / / / / / / / / / / ol / / / / / / / / / / / / / ///7 / ��106 , 1 \j -A , il 11 I �� - / / / / # // / / / // / / / 11 I Li / / / /// / / / /\//// I N VX VSTONE I I K NECT VALVE�B/k- / / / / / / / / / / 11 , 00i / //// /I / / / / , /'V/ / / ///, KlIVI = 105.25 1 /# / / / / / / / / -- / I / ,/ / / / V/ //\\ � "I -i�- / * , / / / ll� ,_) //I / / / /I / / / / /// / / / / / / / RENCH / ' 1 n/r,'tn�/// / / / / / / / / , 1.00/C � 1� 11 , 11 I I / / / / I/ // / / / / � //// /* / / � / / // / / /N, / / / \� 11 !t / / /// / / / -) 6---- , 6 ,`) � /, 4 / /////1�el / /// // // / // �Illllll / / / / / // ////* INV. = 104.25 / // / // // //// // / /, ', / / /// / IILI / // � I WF";; 3 6 C //// / INV. OUT (S) = 103.6 /'/,/ / /1, , , / I / // //// / //// // / // / 111111111111111111i� / / /// / / / / // / / � / / I �e / / / / ,/ ,/ / / / /// / / // / //// / //// // / / // / ///// // / / / / / / / i / / / 4, / / / / / / / / , / / / // / / / , , , / / , `� t, �Jjjj -1111�-,':�`�i \`1 ; i / / , -/ I / / / / , I I /\ / / / X/ " " I /\ / C / # / / / / / / / / / / / / / / I / / / / / / / / / / / / / //� / / / � "' � // // / / */ / / / / / / / / / / / / / / / / 106.13 106./313/ i T, * �� X // // / / / , I/ / / / / / / / / 11111ill / / / / / X1 "�),� I... / // / / / / /I / / I/ / / N / // / / // / 1 /// // -/4riii// / / / / / /I // / / / / //0007 / / / / / / / I / / / / /T, / / / / / / / / / / / // / i\,, ------- / / // ,-1 8" 0 AD 106 I --11, /�// // /// 15" 0 DMH 101- , \/ / / .�. i) / // / 1106, / / / / / / / / // / // //// / 4,/// // //// / // / / '//, \ \ / 06.05 1, WF";46--,3,'-5' / / / / / / / / //// // ,;##* / //7 / / / / / '/ / / , / / / // / / // / /// / // I'll �� i 'i"""LiT, T-,� � \ //,/ / / / / / / / / / /,/ / / , / / / / / I / / / / /// / / / / /"* / / / / / / / / RIM = 105.45 // // 1 ;-' " RIM = 105.75 � / �Illllo/ / / / / / / / / /., / /// / / / / / / / / / / /I // / / / / / / \ / I I,�, I / / / / / / / / / / / / / / / / / I / / / i \ # / //// I // / / / / /,�&# /#i,/ // //// // //// /// / �/// I/ �/ / I/ / \ \ / i I ' ' ' 11 // /// // //// / /// /, j,ill / // // / / / 14el //// /// // - I I N�/ / / / / / / //, \ // ///// INV. IN (S) = 101.99 i / - / / / / / / / / / / / 11 / / / /// A // // ,/ // / / / / / \ /T / / / ii D I BULLPEN = 106.29� /// // / ////// / ///1 / /, / / / / / // / ,iiiiiii / / //// / / / /,000// / / :/ / / / I I', / / / ' /\ INV. IN (W) = 104.25 i �� / / / / / //\"i / / I ; / / A i INV. OUT (NW) = 101.89 WF"--ii'Ei--,',�54 'IF '/ / / /� / / Iiiiii, / / / / / / / / / / / / / / / / / / / / GRASS = 105.81 / / / ,*4�/ / // //// / ol / , / / / ///////// / /' INV. OUT (S) = 103.92 /// \ . :-*:..... / \ , / / / 140 // //// / /,/ / / / / / , / / / / / / / / / // / / lile / / / / / / // 7 / I ��/ / / / / / -.­.. Ili I / / /I / / / / / / / /A,/ / / / / . // 106.18 , n I I i i / / / , // / / / / / / // // / // / / , // : * �.": , , j I � I / / / / / / / / , / / ..'.. / / / /// // T, // _ / / / / // / / / / / / / /, / / / / / / / / / / v1// / / / / , �/ �)K...'.-... /,/ / // / I i 11 )f I'' . �. /// / I / / / / / / // / / / / . / / 1 / / / / / / / / / / / / / / // / // / / / ' : / I / )l 6" HDPE @ 1.0% I // / / / v i - I -*- / / / / // / / / 91 " �.. ..... , BULLPEN = 106.29 //0ol / /*/ / / / / \ 1, / I I I / / / / /lw / / / / / '%/ / , '1-11'�.* �`-­: " F / / / / / / / / , �e / / / / /// / /I // // / // ,/ / / -'.*-- / ,,��,, ;*,.-�`--.:... / / / / / / / / / .. 'i 111i��', / / / / / / / / // / / t 106.10 6"D E C, **� / IELD = 105.81 e/ / / / / / / \ / / / / I � //// / / / / / / / / / / / / / 106.13'� i , I � i - ,*-- //I///,/// /�/// / /,000P/ / / / /// ,/ / / / / / / / / /I / / / I/ / / / / / / / / /\/ / / / //// /V /// / /// 106 / /' ,//// / / / / // /#/ I f � I . ./. / / / / / / / / /�/ / / / / / / / X / / / / / / / / / / /// / / / / / / / A i � �i i . / / / / /I / / / / / / / /, / / / / / 106.2 '. / / / / / / / / / / /,/ / / / / / / I / / / / / / / / / / / / / / / / \ // ) 11 I /// ..& / I// / / / / /#OF / / / /I / / / / / //// \/ / / / / & � , I,` "611 I ,00/' / / / // / / / / / / / / / / / / / / / / / / / / / / / / , / / / / / / / / / I I ; � ( 00/c .*." ': . / // I / / / / / / / / / / / / N�� i ; * / .....�-*::*,.,� `,"', . / //// ,/ / / / / / / // /// // /// / / / / / / / / / / / / / /, / / / / // / / / / /* / / / // / \ i W[7'ii'�11'6......, " :, / / / / / , . .. i: .: / / /ol / / / / / / / / / / / / / / / N/ //// / / /,N , , U)-i / / / / � /, / / /I / / / / / / // / / / / / / / / / / / I 11 31, - .. � /1/////,/ / / / / /#/##/ / /N / / // 11 / 18" 0 AD 105 / / / / / / / / / / / / / / / / / / / / / / / / / / / ' / / / // / / / / or/ / / / / / / / / /v / / / / I IN VX VSTONE TRENCH '07/, / / ,/ / / / / / / / / \ / / I 0 / , 105.71// /'O/ / / //// // //// / 1,41 //// ///, / / /##*W /// / / / // /// / / / // //// / I , / / "I'llill D . / / / , / / / / / / / / / / / / / / / / , / / / Vill // �--0 /I / / // / 1401�#/ / / / / / � / / , /// / / / /,/ / / / / \ / / / / / / , / / / / / / / '% 4" )EC3" RIM = 105.75 i , .1 / / / / / /,00i / / / / / / / / / / / , / / / / / / / / / / / / / / / / / / / / / /// N,/ / / / / / / \/ )K // i � I 1�j"i" "I". INV. = 103.50 // / / / / / / / / / / / / / / / / / / / / / / /#111i / / / / / / / / / / / / / / / , / , I U') I,;,i / / / I / / / / / / / / I #/ / / / / / I / / / / / / / / / / , / / / / / / . k"'I'�,")".....I. / / / / / lill / I/ / / / / / / / / / / / / /// /40,r/ /,�/ / / / //// /,1111111111111111111111l�/,// // /// // / / / / / uz).tlo �IIIIi�-0 ,,I I / / //// / / 1401 / / / / / / / /// / / // / / / //// / / , / ,/ / ,\/ /,/ /// // ////// / 106.05 "' 11 INV. IN (S) = 102.45 / / / �/ /// / / /// / / / / /// I/ //// //, / / / /\ / / / / / / / / / / /,/////// // / /// / ///\ / / I / //// // \ N / /// / / I \ I . / / / ///0000, / / / / / / / /�e / / / / / / / / / / / / / / / / / / i / / / / / / / / / / / / / / I / / / / I # A/ / / / / / / / / / / - , / I / / / / /, / '/ U INV. OUT (N) = 102.35 \ / // // //// / I / / / /- / / / / / /// I /// / / / / / / / / / /// / / / / / / //// //%// I/ // //// // // // I- i i I / / / /// / / I / / / /// // // / / / / / , / /, / L0 V / / / / / / / / / / / /// / / /// / / / / / / / � I X , / /'% /� /1 / / 5- / 4r / //// / / / / / / / / \ / �,���...... (" A//r>/� // ,/ �lllllll�/ �/ V , / I LU= 00 / / ; � / // / //// /// / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / I / / / / / / / / / / / I ;1 i � .a( 0!� I I B / / I //// // /// Iiiiiiii, /// // /// / /// *IIII7 /I / / / / / / / / /// / / / / /// / / / ,w / //// // // \ / / / , / / //// / %, /// / / - ;i: ill 40' / W F)",,"6----,' ""' -) 'i - // / " / / / / /�/ / / / / / I / / / / / / , / // / / / / / / \ ,/ / / . /4// / , 6" HDP II,......f i �� 32 LU C/) LU oo / 'Or/ / 1/ / / / / / /,/, / / / I / / / , / / / / , - i / / / / / / / � / / / // / /- / / / / / / / / /// /, "#/ / /' / / / / / / i i > "T1- , / / / / / / / / / / , / / � I,/ / I 11 I �, i i I / / / / /, / / / / , I / / / / / / / , / / / / / , / / / / / / / / / / / " / / / / /'W/ , 11 , "111. / - / / / //10i //// // /// / / / /Ii / / \ // ,/ / / / \/ / / ff I LU< c> , // // / // / / /I/ / / / / // / / // ////N, / / / ///, / /,Illiiili� / /// // / / /V// / / // / / / I //// / / 12" PERF. HDPE @ 0 5% // / LU(=) / / / / / / / / / / / / / / / // / / / / / // //// //// //1 / :�! I / ,,, , / / // / //// �/// /4illllll�� / // / / , / � / / / / / / / / - / // // / I / //�// / / / / /,/ / / / \ i / , I > / I / / / /// // / / /# /,/ / / / / / / / / / / / / / / / /// / / Ill / / , / / / / / / / / / / ,/ , i i / / / /I �R I / #, , / / / / / / / / / /// /////// / / // / //N/ / //// / / / / / / / / / /111iiiii/ / //\/ ,/ / 11 "", � � C:) / //1 #/ /� / / / / / V / / / / / 1 , �,,, /',, -- 1" PVC IRRIGATION LINE (SLEEVE .........., / / / /10;i , /� // 4�� / / / / / //// / / // // / //// / // / /// / /// //,// // //// / / / / / / / 11\ I " I i 0= , T,, 1 12" PERF. HDPE @ 0.5% // ' -) // / / / / / /,iiiiii,/// ///�/ / \ I,,T, O�2i � � (, / / / / //// I ol / / / // // // / �/// 8 / / /, / / / , / / /\ / / / /, //,1 05.84/ 'I'll T S /1Z / / / / / / / / / / / / / / / / / / // / / //// I y- -"" "Ill 1� i I / / / / / / / / / �/ , /// ,// /// / / /// / I 11 ;1""T' / i i / / /' /\ / / / / / / / / / / / / / / , // / / I I WHEN UNDER TURF OR WALKWAYS) / /I / / / / 'r / / //// / / / A / / / / /// /\ /�/ ,/ //// // //// / / / � �-- 0 < 10 .. / // I / // // I/ // / / /-O/ / / / / / / / , / / / / / / (D = ED � / / / /,/ / / I le / / ,/ / / / 11 7,/ / / / / / / / / / /,/ / / / / / / / / / / / / / / / / / / / / / / / " ,� " i i / // / / 4 /// �� / A 105.87 ,�,/ 0� / / / / / / / / / C5/ / / / / / / / //// / / /,/ / / /// / / / / / / /I / ///// / / / / / /// ' '// A /, / /// / , � i 9 0007 I / / / / / /// / /I / / / /// // / , / / , I 1 "I,......I,,- 1 - , � / / / / // / / / / / / / / / / / /� //// /// / / / / / / / / / / / / /� 11, , I ,, i U) <T- Q� - / / / / / /I / / / / / A / / / / / / / / /// / � 11 O-= 0� , / / / /// // //// I / / // / / 11,00ell ///,/ / /// // //// // / / / / / / / / /ill / / / N/// / / / / / / / - // / / / / / / I, , I T" I) ,", /,�,,, i / / // / / / //// / / / / I / / / / / / / 0 // / / / / / / / / //, / / / / /// / / /// / / / / / / / / / // / / I I � 4i 11 LL� / / / / /// / / /, / / / / / / \/ / / / A / / / / / A / / / / / / / / / / / / / / / // /\/ I i /// \) / � / / / / / / /*O*W / / / / '' I // I X / / / / // / / / / / / / / , / I //// /. 1//// // //// / I I // , I i-, ii / / / / //// / / / I / / / / / / / / / / / / / / / / / / / / �/ \ / / / / / / /\// / /// / / , / / / , /,/ ) I -... I Cl)W[��"'i',,'T. ....... ,� F- 2i ry C)LU ,� �-- U)LU , 11 / / / / / / /// / / / / / /// / / / / / / / / / / ///V,/ / / / / / / / / / / / / / /, /I / / ./ //// // // /k// // //// / / / /// I// //// // 1�� i 11 6 ,,, / #/ / / / / / / / / // / / / / /, / / 'j0p /� / /// / / /I// \ / / / / / //// /// / / / \ / / I � i I �� LU = �-- 0:� J /// / / / /�iiiiiiiii'l / /// //? ? 7/ // / I , lllll�'/1 615.1�1 � ' I , 18" 0 AD 104 �... C) Lj-0> 105.41 ; ''/ /// / / ,00,/ I / /I , /// / / / // , / / / /// / / N LU — 1 / I // / / / / /// / / / / / / / /"/ / / / / "' / / /// / / / / /, // / / / /"� / /// / //// / //// // //// // //// // /// //////'/ / 1 �,,:��' i I 11 i -� = � , / / / / /, / / / / AN * / / RIM = 105.25 i /1 06. i/ / / / ///// / / / / el �op"/ / / / / / / / / / / / / / i I 0:� = > ,�t�) / / / , , / //// / / 0 / / // / / / .Ill / , / / / / / / / / /\// / / 1141 0�,\ / //// / //// / X/// / / /// / // , I . ...... 0 3: / / / / / / / — I / / / / / / � / / / �/ /, / / / / / / / / / / / / / ///\// /// / I/ 1, / 0-1 oLU / / / / /// / / / �/// / / / / / / I / / I / / / /// / / / /// / / // / / / / / "I A", i),Rny 0 I'll , / / / , I / / /' - / / / I 0- i�;�,,T,2,11)I'll 4 / / / / / / / / / / / /I . / / / / , / / / /// / / / ,,,," / / / `l/ / / .,e / / / / / / / / " / '000iiii, / ///\ ,\/ :> C:) —0 " / / / / ##'V / / / / //// / / / �A/ / / / / / / / / / / / /// / / / / - X1/(il,t / / / / / / 12" 1 /#/ �7 // / / A / / qj"I�3 /// / /, / / , /, / INV. OUT (N) = 103.00 00 -- T, :,: T iki-l�,(, i (V"- '-­ 4 , / ,/ / / /// //// ol //// /� // / /, / / / /, / / / / / / //// // I / , / / / /' / / / I/ / / /(:::> \ / / / / / / / / A / � a 11 I """ I 1 ;,K0j !�" 1;,\,.;, " 2: < 0 /\ ,// /�/ I/ / / / �/ / / / / / �/ / / I ; ; � ;" I , `," , 11-1 - - ",-;, / / / / / / / //// / / / / / / /, /,/ / /// / / / / / / // / / 1 Oi 5.71 11 "", 1,11 i \Il", "I'll",... > ,/�' / / / / #/ / / / / , -,j / 14001- / / / / /I / / /\ .,0 / / / / / / / / / / / / \/ / / / / / // � � i I" , i —i OU'T�Iiir, I...I'll 11 /// I ,, i i ��,),�,',[ ",I , I , i ; �" I 11 I ,i ,'ir", 1-� -I I......1i "i N( V': ;" / / /// �.// / / / / / /,// / / / / / / / / / / / / / / / /// /// / /// I I I , ILL. I 11 "ITT R1 ",- !�... � �-11; . � /'1, ole / / / / / / / / _., /// /, /// /// W /// / / // / //// / / / / / // //// // / //// / /fl// i I I I 1, I,,,, III/�..I. 1 Y, �:'!,,� I.............. I / / , / , / / / / / / / / / / / ,\%, / / TI / /// // "i / /",/ I R .)II111 .11111) I ,,,;�i 1, ��, / / / ,/ / / � I / ill� I" ,,,,,,, � �� ,�"I",,- ITI� j , ij // / / / / / / / / / ,/ / / / / / / / / /> , / /, / / / / /� / /A/ N /I / / / / / " ; UJO(DED � = `� " �`1A`N,i,-'�i,T,;I I � � I /11 / /I /// / / / / / / / / / // / / / / / / / 'e, / / / / / / / / / / / - / / / / / iiiii / / / / / // , ////, 11 � ,,,� M�- iiiiiiiii- I , ,, ", "t''T, S5 / .040 / / \ % /\ /// / ///1 / //// / //N /// / / / / /� / / I.............. C::)< I,,, / ' ' / /,/' " // I / / / / //*.// // / / / //// " //////// / /// / "", I , !1k)----1",A'1 I.............. U).e— I I �� \--� , / /// / / /// // / //// // //// / / / / / / /V / / / I ...... Ill , " /`"' E o 0 C'4 = I�10111111111111 ko I /// / / , /// / / / I� I.............. / / / /, / / / / / / 7 // / / fl/ 11 T, I` 'I'll , / / / / / / / // / /%k/ / FINISH GRADE = 105.37 ITT 11 IT, "T1- �- . I ", I I I/ iiiiiiiiii/ / / / / / /. / / // / / / / / \/ / , I I 2: = I TTI I �,�, . 1 ,,, 11), / /// / //// / / / / / / / / / I / / 111111111l� U, i 41,1"T, ,�,`I'D "" � i / / 100 ,�Iiiiii/ / / / / ,0 / . I FIELD LOCATE AND ,,�...1�--- / / ole /�/ //// / / / / /,\ / FINISH GRADE = 105.3 / / / / / :11� I 0<L / / / / / / / / / / /I/ / '4101i / 11 , 11� "/� 1 � 11 , ��""" CONNECT TO EXISTING I (Z� T//Z ole / ,� / / / / / / // / // \T1,/ / / , � / � '', `,i,i'Tii/ "" " I.............. . v I / / // , ...............I......... . 1 . 1 . 1 ; // / .040 / / / / / / ,�llilllllll� \ ?,_1 , / EX. TOP OF STRUCTURE = 104.17 / / / / R�: 0:� I -11, I / / / //// / / /// // //// // / / / - I /// / / , EX. rOP OF STRUCTURE = 104.03 / I . � � � I I / / / I/ /,/ / / / / / / , / / / / ,/ Q I / / I / A I ,,,,,,,,, 1� I.............. I I # le /I / /, / / / / /// // //// //\/// // //// // / /N // / / /// / / / / / / �,/ (-)<(=)= .11 / / / 1 A""', ,,,il�,$i, �,�, i " / / , / / /, I / / / / I /// / 1�//// / /// / /// / /// / / \......."I I / / / / I I / / / / / / / / / / / /> /� , �"", T cvp)F- . ,�,I�,/',,,��\ . IRRIGATION SERVICE i �i //// // /* I. / / / / / / / // / / / / / /'/'�Iiilil� , / / / / / / // /\ / /I/ /� / // // / TIT, /V I.............. C:) 0 C I I # / ole / /// // I / / ��," "" / / / IT �",' I.............. I / /// / / / / / / / / / / / / (-0?1,I /I / / / "i / / / / / , / / / / / T, 71� W�, �--= -11, . / / / / /, / / , / / / /// / / / / 'k /// / ,,((',, I / 0 , � - / / /, / / / N / / /, / / / / / / ,/ / I / �', "", A1,11 " - -- 2: /I / //// / I /// / / / // / /// // ///� \ J ,,TT,TT,,�', � . 105.15// / I / �, I, I 11 / /*#`�l 1 05 15 *- / / / /�iiiiiiiii` / /// , / / / / //\ 0/ / ,/ / / N/ / /// / / / / / / / / / / / / / / / / / I / / / /// / / ...............I.............. III 0� "", / / / // /\ / I / / /// , llil� . W[741",,,"� ......��'I'("�, LU�-- "", QUICK CONNECT VALVE BOX ' //// / //// ole // / // // / 1/ //// / // // ` / / //// / / / / / / / / / /// / / / 111� ,/ / // //// / 7/ / / / / / - , .-' 11 ..Ill // / X / / ,.,:-.."- . .. - I " /, / / / / /I / / / ////, ////// / -0 / // //// / / // // '/// / I / / // // // /- / / / / / / / / // > / / . ...... . .- 00/c "'I � , / / / / / / / / / / / / / / / / ////�/ ///// // / / / / / // / ill ,:. �. I I.............. -j I i,, i / / / /// / / /)� / / / / / - / / // / / / / 1111111111111lik/ / 7 0 i lillie / I I I / / / / / / / N // // / / / /// / / / / / / / / /, / , - - - * I /4 ,/ ole / / ,/ / /// / / // / / / / / /// /, /40i / / / / / / / / / / / / / / I�..�.,.:*.:� - 11 j � / / �iiiiiiiiiiiii�/ /�// / / / / , / // // / // ,-j-, / / / / / /, /� / / I / / / / / / / / / / /, / / / / / / / ' IN VX VSTONE TRENCH ........`,T. 0� ,,` ,�,i"',3s ' 'I I T //// / / / /,/ / / / / / / / / /// / , I A/ / / / /I / / / / / / � / / I U 4 , = 11"", "---,�' ,< ; / // / / I/ / , / //// // / 105.15 11 / //// // //// // //// / / / \ / / / A A') / / /' ,/ / , I / / / , I / I / / / /// //v/ / -. .. ,� 2: i� //// /// / /, // / /// / / / / / / / / / / / / / / -. / // / /// ,/ /// / / // I V ' / / / I INV. = 103.25 �--0 , I I i / / 1�el / //// ///// // / / '0000 // // //// / / / / //// //// ,/17\ /// // /// / / �1/ //// / / /// / / 15" 0 DMH 104 / / / I'AL // /- // // I / / / , / /I / / / I / / / / / / / / / /, / / /1 //// //1 / /// / / / /, ( I -V ',�' "" �ll, i // / / / / / / / / /I/ / / / / / / / / / / ­ / / / / / \/ / / / / / / A / / // I / / / i I/�), , / J/1, " jDl� , / // lill / / / / N ; I 1 2: / / / / / / / / / / / / / / / / / /I / / / / / / / / I , �� , / /// //// / �, , / / , I // , / / / / / / - I � "" I 11 < r / / / """""""' // / /I/ /,/ / / / /, W[741",,,"� ......��'11 / // /// / / / / I /// / / / / ///, / A // / ///I,/�/ /// / I I -\C�J, T I"")(i,," .\" i / / / / / /105.3 � 11,0541 /�,,,,"' /11 /1", ,'� ,� ,�', I / // 40011 / / / / / / / / / / / / //// / / / / / / RIM = 104.25 / / / / 3/ 105.38 �,�, 11"i , I'�", 11 , I Ili il,I"I''� ," / , / / / / / // / / /� / // , / / / , / , N/ , /// // / // ..... ...... �1' 8 4� `-"-----"" / / / I / / / / / / / / /// / / // ////// N///I/ // // / / / / f / , / -1111, - ,�; � "/ , , 11 ­\� . 1ITif / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / , ,�` T/ 11 " T,� 1;(��. .....,,, Z�z I , � / / / / //// / / / / /// // / 1// / INV. IN (NE) = 102.37 / / / / / / `,"1111PV 1 1/"I;4 "j/ ,�` 11 TT A"'t i / / //// // // / �0 / / / / / // 10i / / // ////// // /\/ //� / / / , �i -i, ;� , 11", i�11 V / �� A 1 '/ ,/ / /- / / / / / / / // // // / / / / // / / / / I 1. I ,�` , 11 I I I I /, / / "' 10 / I """"' is, () I I A/ / // // //// / / / / / / / / / / / / ('��,�,,,,,i,` I, i V( i I / / / - X// // /// ii ,/ " VVIF"ill"(1- - - � / / . / / / / ; � ,29' i / / / i,,5 / / / / / ; / 4� ',,/III,' i I -ill / �,�! / -/--�/ /� 0 0, / / / / / / / / / / / / / / / / "), " 71 1, -, , , / / 7 / / / / / / /T // / / I / ; 'I / ii " W F";U 6----27 � ", // / / / / /I / / / 'i / // / / /// / / / ) / �, I 11 ---- I,1/�,,,, ,,,� ; , " 1/ , I / / / /// / / 10 / / / �el / / INV. OUT (SM = 102.27 V/ �� ", I i , �,),7 ", ,, ."", 10l / / / / _ / / / / / /I '* / APPROX. LOCATION OF SUBSURFACE / / / // / // / / , , / / / / / / ,,-/ , �', / 0 'o T I Vill- ��',ti, � / / / / / 'i / I / / / / / / / i ,,"I � - 1", 104 / / , / / / / 47// / / / / / / / / / / I / / / / /v / / , ` , 11 I , , � / / /\ j / / i / / , , / / / / / / / / / / 'W / / , // / 7" , I I U � "I'll ��2,' # / / � / / /// / / , / I -L- / :�z A " "I'll � P!, �Illlll` // / / / / / / // / / / / / / / / / / - - ; � / 105.28,1i" ; "...),1,,!,;, I / / / / / DETENTION BASIN. RAISE MANHOLE RIM TO ////// //// I / / / //J// / // 7/—'/7� 1 1�,�",, i 11 ( / / / / 411iiiii'l / // / �/ / / / / / / - I / /,,T, v W F"-f"I"6-,2,'- " 1 ,� / / / / / / / / # / -.�--� / //// / / / / / / / / / 11111111111111i'/ / / / / � / // / //// / I� / *[��- ' ' ZZi -, (.......) / / / / / / / / / / / / / / / / ---/Z-�- / / ') 6----�',2'14- 0 �� ' , �- "'If / / / / / / / / / / ;; I , orl 7" ' / / / , / / ///f/ / I / 11 i I/ ,- I- ,, i�I 1�ei// / / ole / / / 104.67 AND INSTALL ACCESS FRAME COVER. // , / / /'/ / Vi' ��', ....... 11 / / / / /, / / / ////#�l / / 105 53 // //// //4el/ / / /// / / /I / / / 11 / / //// / /I/ // / / / 105.65 ,���� I / / , / / / / // I / / / / / / // / t/ I I I i i I . I / / / / /// / / / . * // / / / / / / / / �/ // /, / / / / / / / / / / / / / / //#// -- I "�111"', I T�'/�1,I/ 106.05 ,��, i/iii, / / / / / /` / .N-.. .". / I//// // /71/1��/ / I / / /, \/ / I ,, 1, i � / / 7 / �/ , / / , / / / k/ /// // / // * /// // /, / i"', ",�T i i / ,T* / �, I / / / ­i��Jjl 05.18 i, I, I -' "' � ,I(, ,",111�" "i i . . . . "I.............. // ..'Ol// //// - 100 ,� V \ /// / ,10�.1/8 / / / , X1 04�7 /// -�--,.---T.V`-.)�/// �////// / i"" / //// ,// / / / IIIIII / // / / ' .. . / / / / //// / / / / / / / / / ,IL/ / / / 105.14 1 O" A, " /� / / # / / ,/-�l / / / v . ,,I," / I # / //// // *... / ',� ; / / / / /// 105 // \ / / / / / 1055 , , / / -A / /////I/ / / / / I - - I I - �/,...11 , i ,iiiiiiiiiii I I I i I / / / / / / / /, / / / / / ...�)� / / 1 5.40 /i.........,,,I i / / / / '40 , I I 1 04.79' / / / //A // / / // // / . ,A�5/ / .14e// / / / 7- / ,,t.pd , I I , /�� 0 v / - FINISH GRADE = 105.07 '/ / / / /// / / / / / M ,",,,",'\\\ / / / / ,/ / / / / / / / // /// / ////1 O / ,ol // / / / I / // / / �/I // lii� /�/ , / / /A = 1 B-3--,,/-"` i ,`��......../ 9 / / / / / / / 03.91 // / / / // //, / T \ ,# ?" 4" � . . . . �/// , / , / / / / , / I I / I W F"4`i(5----2�3 / / //// / / / /� / ole / / , / / / / / / EX. TOP OF STRUCTURE / ...... " / / / / / / / / / ,001 / / / / / / ) (""� ,Q 11 I, 11 I 11 7 1 104.40 1 // /// / / / / / / / / / / / / / / / / / I ///0001 / //\/// // //// // ////N / / // /,/ / /lk/ / / / ///// / //// / '"") ,'I T " , � 101 / . / / / / / / / / / / / / ole / I/ //// // ,� ", I :,� ///�el / /I // /// / / / / / / / / / / / / / / / / / / / / / / / / /// T; // " I I '', i I , I . . . . I I / / / X / / / / // / \ I 11 / / I "' , I "" , ? / I/ / / / / / / / / /4'e I / / / // // / / / / / / / / / / / /# / / / / / / /N / / / , / / / / ` " ( I ("", , ,i)\ I / .......... .......... / / / // / / / / // / / / / / / / lill, / / /, / / //// / / // / 11 / \ ; / / -, "'?,I 1 (IJ, "� " � 4I 1 / ....... ....I.............. ///// e, I /, I/ / / / / //// I/ I/ / / / " / / / / / / / / / //// //// / / / / / / . I �, -104.97 / - " , WT'-�1.1fT,,,qT I/ / / /I / 400111 / / / / / / / / / / / / / / / / / / / 105 , , , """ 5z, �11 i / / / ( // / / / / / / / / / / / / ........... ,�"', V,!!�Z: ...�i "",-, ......."-,-- I.......... I /I/ / OCS 103 //, / /- / / / T. "I'll," , I ) / . . . . ""TvMMMTi / / / I/ 00 / / / / / / / / / / / 100 / //�// / / / / / / / ,J111 I � Ti / / / 4/ / IIIIIIIIiii. ,�'iI� 11,i 1."'i I... 40. # ��/ // 104.70 / / 0 / / / / / / // / /,/,/ // / / // I 1, , 1�' "I "/� / I �P,M,rrinfll...... / 0, / -, - / /, / / / / / / / / / / RIM = 104.21 / FINISH GRADE = 105.07 i 11�'J I'll, - , �-imf,T6,imvemia-- ","I'll ?01"I'll, /11111111 / /, / // I i < I'll \ � ....... /0// //// "I'll", ,ill,'', / / / / / /, / ole / / / / / / / / /;", ; I " ), / " 11 I ''I'll ,,,ii�, " -1, 11 I'll "111�11111IT0111"'j"T / / / / / 1�e, / /// / / / / / / / / , � , " , 11 . . . . I ............... / / - / / / / / / / / EX. TOP OF STRUCTURE = 104.02 I I 11 11 I 'a"'I'Milla-1.....1114"1, � /// / / / I - ,------_I / / / .040 // / //// // / / // RISER = 103.94 / / / , " / �,",� 1)", vvl F";4 6......21,-? / - I 1,11 I / / ''I'll" I / //// // - / // / // // I " i 104.50 , " � I , "" lc�l �� / / / / �', , I I / / I/ / / / I / // // / """ j I /C""', ,/ ',,-S, , " I ...... ," .- I -I Ila 1t)z @ /, /// / " INJO #1 /// / / / / \ // /,/\/ // //Jill I ) I , "" 7`),,:�:: I 11 , \, / 0. // / /// / ' / / / / / / / X1 I...1)"61",�1, X 1,IN 9 , , )))) / . . . . // / / I/ / / / / / /// / / //,// INV. IN (NE) = 101.37 //// / / / / / / / / / / "�....I / `I'�::,,' ,9,,� "� )) 1-111, 11 1� I I zz;zz / / / / / / / / / / / / / / / / / / , , / , , ), 11, - / , / I I "I I / / / / / / // * ,,,,,�411'1,�,3,11; " ", / I 11 /I.......�,, /1) ............... . . Y / / / / / e / / / / / / / / / /,/ //// // //// , 3.60 1 1 ""I',"",...................."I',"""', -\� )11 I-)"111,1,11,�...��,...�,-',, /I / � , / " PERF. HDPE @ O.� c / / / //// // /11/ / /// / /// / / ////\ / , I/ ,/ " �', � 11 1 )) ­'­""'""'""'""'""" � DESCRIPTION � BY .........."I'll" /\///� - S8- - ,�T, /, lilile / INV. IN (W) = 100.34 ///// / / / ...I.....��, "", i / //1�el /// /// 12 / / / / / / / ,,,, , i / / / / / / // / / , I /I / I � ))) , NO. DATE / / llil� / /I/ / / / / / / / / /- /)/ 1 50/( / #/ // / / / / / ,ll,jc;, \ 1) ," ') i / / / , , / / / / / " // / // / // // //// / / /I/ , I 11,�"'T1111, .......... 11 / / / / / / / / / / // // / , AV / // / / //// / � 1111�,, A 6--,21 ` ,,,,,, " 00" / / / / / / / / / / / / / !S�/��////,,/// INV. OUT (S) = 98.00 �// / /� / �, , I I , W[��-.'f,"J," !l�10 C') I �, .... .. ,)",- / / / / / / / / / / / 'ji// / -' ' / / / T� , i /\,::!"�,",I -1 I "'),11-Z I , , /7" // // / / \ 4.81 ,I," ",............... co " "\ /I/ / / /I / / / / //T,� 10 I � Ti� IT' 1 " / 11 T "I � ---" / / ,,�/ /, , �!......;T ,�,�,�,�,�,,,c - I "', ) ,,,, ,I --� '-, 1 719560 C�- I I", / / / / / , / I , I "I", I !F, 11 / / / / / / ��olllllllli: / 5 z///-,'/-/-"- / ///8/// //////// , PROLJECT NO. 15" 0 DMH 103 / / / / / / / // / / // //I/ / //// // / / / / / / / / � V�,,,, )", 11 """"' -,� 10,00i 1/ / / / / / / / / / / / / /� �7 / / //-/---/,-/-A/ INSTALL ACCESS COVERS /\// / / / / / * / 103.68 1 Il Ti`�2-",21 .............,, --,.L , ////�1 04.6;:!" ,/ // / / �,(,-, 11... ,11 "'� I'll/ I.............. - / / � / / / / / / / / / / / -�� / 1 - /// /// / / 11 U- B ------- I 1-1 '.�,,;� ')11-111),,I. ........ ,',,''". /1 /I / / / / // / / I //// / / / /;;�-/-/ / / /`�-� / / / / // / / / / / / �, / 0 1 � /N /,? ... .... "', T 111 /' -., / / / / / Ili / / / / / / /" , /(, , I r') " e /I/ / //// I/ / / I OLES / IL\11/ /// / / / / / / �,// , -,-,---,,�X, I / ��"Ti ,I,"i',,, I I CADD FILE 719560 C201 30 - / / /,// // / / ,// / / / , / / 11-1 \,�-, t �� 1) - " ... 104.50 / ,z P,l I / , / / //' - �, I 4 W F";U 6-",2' GRADI"illIG AND DRAINAGE NOTES: 0- I ... ) --�� / .4 / / ! -7,1 � - / / // / //// / , I", ;; I �... RIM = 103.68 -Z::� // --�� , / // /�//// FOR BOTH MANH \ ,/�� / I'll, W F"4'1`2-- I........ ...)1111-11 1N. / / ,01i.4 .�77iiiiiiiiiiiiii� / ii I '''''" -00"I- jj�,,) 1114v. IN (NE) = 102.11 --�� / / I/ / &��l // , / 1AI.Aj, ' / 17 // / / / \ 'i,T1 ,,�/11, k 1� , - / / --Z��-7/ / � i �� / 0 ....... "" — #-- / A Z / / / ' -/7-,,1-1^�A,ill / /-71 / / / x"I, ,,iiy , ,,, , DESIGNED BY RDT \ , \ """', I" , - ii , ,,, / I / / / 11 ,I," ,""""", " ", — i 'i / / /� / / / ,,, - "" I l--- " 19 � ,��,,47�A7A //'' / I . " I I / / / , 4A / / , / / i ('11 ,i",1 I " -,/ /=�/ /to /// , I I \" i " 1 . I . / / �7/ / / , ---7 ��,,,> <\ iiV, ............. I", - 1vFvfr";4 � / / ,���,/ ,z / I Uff "I ,\ -Z ...K(",I (A / 1, ,�: 'i'' I - . .11 � V/, / . / � - """ , INV. OUT (SM = 102.01 1 104.5 104.55//7 / I / / Z (D 1---11" "Q, "� T,,V��i / x".: \ , ....... ....... I\ ------- 1 nj W) 4(:::> , :t .. / � / , ;�(, I , 0111 / X, 11 , i�: 11 .... .......... " \ " \ , X "I" I � I I T, , \ 114 � I vj? .// / / I 'll, f j L); ,1,i I � �,'\' / 'J", A ,�, , �\" '�, . ........ 1. PEDESTRIAN WALKWAY CROSS SLOPES SHALL NOT DRAWN BY RDT , ," , Z> .. 1 44 � ,;,),,, (',",��) --=::::: ,, , "TV-v / .............ITT//1 / ",11 I" g ... Z> I" , /11 ,, 1 / 1�1�, IN , , 1,,?I,/ .� -11, "Ill A r') %,i; / ..... 7""i, 11""", ) \ %/`11 %-. .. j � " �,- / I i , ,, �1, 04.65 / ,, I 111111111i�� If#vev i I � I l�v j ; / ,V """ ,"K-i \''v- � EXCEED 2.0%AND RUNNING SLOPES SHALL NOT \1 \ I 1, ...... I-Y.... � "- - Vill I I � - CHECKED BY KFR/PS , ", I �,," � , I - I , 104.55 1 0 / i , 1-1, //,-,// I", I , I,,,, I I i -�- / i I/ / , "'', -5.111111 If " 0 111)), 11 , . .....'11, ',,,,,,,,,,,,,,, """" I "", ,11""", X � 11 / I L 0 ' I " I / / ,` .;,/;I,,C cl� � EXCEED 5.0%. M� %��' q O/ . ........... " , ,, "A, \\ �'11� /Ti�,�,,1 104.42 ,� � - \ll , � ............ ...� � , ,\ W[�� "", " � ") .... \\ 11 'Jjjj)))' / � , ...........- " , - - -�,,`� "I"' "T 11(...� . ..... - U'� -� � CD , / "I" '(�) 11) \ I'll, - 01... W F"4`i 2-- 4 `I,", � 6" PERF. HDPE @ 0 ;�, CY) --W F";u-?- � ,,, \\ , C f, I A2 .00/c -4 I / /;�/ ,� ......"I't 11", 1;11, "", \ I- I I CD " .7 .......I ;; )"", Vt +i(I..... 0 . "", W F";4(11......I DATE 4/15/2025 1 : � i I I- " �'H ;; I ........I " ,��,,, . .............�, 11 . . LP ,W)))........................11, � ..... 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[Ifiu °' o { . �� „ .r � I ����� GRADING AND DRAINAGE NOTES: LO 1 1. PEDESTRIAN WALKWAY CROSS SLOPES TENNIS ' 1, �'. °„ } Y Ott e°,,.� .,. .. .`i" k k 444E W1,.,,. �/ ,} r SHALL NOT EXCEED 2.0%AND RUNNING fi & SLOPES SHALL NOT EXCEED 5.0%. GRADING DRAINAGE � { ', r4 PLAN O A rf .... `tt t < �? GRADING AND DRAINAGE LEGEND r fi �t { 4 "t l .��.. r r � `tt � 1 0% PERCENT SLOPE / DIRECTION DRAWING NO. r 9r. ." ,..' d } t"tt t`t"t 444E 9 r � t "t rrt X110 00 SPOT ELEVATION L "trrtt "t"t ttttWt" C202 m `tWr" ttt" I� 110 PROPOSED CONTOUR o t"r"t "t"t"t 42 � t t 18 OF 38 LO rn ti IL 2 3 4 5 6 .. 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IIBoston Baltimore Orlando Hartford Bedford lThis drawing and the design and construction features disclosec are proprietary to Gale Associates,Inc.and shall not be altered or Ireused in whole or part without the express written permission of Gale Associates,Inc.Copyright@2024 V It>/ r IitfPERMIT SET I. Y. Ii"111%..........................................................i 'Di 1H 1"7'............... ID ............... . ................... ..........0 Ii< I ---------- . . ................................ ............1........... C/)-j JI If„ ........... 00 LO tLU i00 LO ......... . . . . . . LUW UJI OC) ... . . . . . . . LU< C) 0 0�2j -- tM < IILjj rt Lu � in LU LU ui.......... N ujo> 0 0 >0 Uj U- 00M 0 CN I0.......... . . . . . ...... . . . . CnF- C C)........... LU 0 IIIIt �o II . IIIIi ................ ............... NO. DATE DESCRIPTION BY ......... ..... .......if ......... .......Cy') PROJECT NO. 719560 C-) I...........ILL B CADD FILE 719560 C201 I............ E)............... .........0 ilImu DESIGNED BY RDT ....... • IV lVv 8 IS DRAWN BY RDT ...........r CHECKED BY KFR PS rrr mu 71 IDATE 4/15/2025 ICo I DRAWING SCALE 30' � ,r I"E.. �. to-,., � `�8-�''`'�, ^ f F � `/y, l M1,:. � ,��`.'^ „j/,J / �' '.( "' � �,. wFr rvt.:' L0 L0 GRAPHIC SCALE C14 fC14 tL0 • V' 0 30' 60' ........... 152.05'.......... SHEET TITLE wv,.............II.......... ...................... ..... ................... fI ................. 0. .........L0 ...... ...... ....................i7 . ..... .. ................. I... ....... ...... ........ 1.5195 vv1.................... ................. ........ .. ... ......................... ... ....... ..............r I ................. TRACK .... ....... ..............0 GRADING DRAINAGE U) PLAN 0 A GRADING AND DRAINAGE LEGEND IiI ;7!............ .............. 1.95 U) I151 CD 1.0% ..................... 150 PERCENT SLOPE DIRECTION DRAWING NO. .......... f ............ ........................... it -----------------............. X110.00 SPOT ELEVATION ---------- . .................. . ..... ...E ............. ....................... ........... r I3 ........................... ............. ......... 1 1 0 PROPOSED CONTOUR AMIL4GA L ................II42 .............. ................... ............ . .........0 ............ ...... ..........IC203 ............. 19 OF LID ILL 1 2 3 4 5 6 (30 cm) PLACE TOPSOIL TEMPORARY (5cm-12.5cm) 12 COVERING FOR EROSION AND SEDIMENT CONTROL FOR ALL 0' MIN. 2"-5" STOCKPILES NOT IN ACTIVE GALE STONE PAVEMENT (15c m) STOCKPILE USE l Gale Associates, Inc. 8 MIN. (15 cm) � Engineers and Planners E GEOTEXTILE FABRI 300 LEDGEWOOD PLACE I SUITE 300 EXISTING PAVING 3B. ROCKLAND, MA 02370 ,-- = — P 781.335.6465 F 781.335.6467 www.gainc.com PROFILE III EXISTING GRADE ^ ^ ^ =1 NOT TO SCALE (7.5cm) =i -III — Boston Baltimore Orlando Hartford Bedford 0' MIN. 3A. This drawing and the design and construction features disclosed 10' I N. are proprietary to Gale Associates,Inc.and shall not be altered or EXISTING GRADE SILT SOCK reused in whole or part without the express written permission of GaleAssociatInc. pY 9 02024 ., ht� 20' MIN. ..10' M1N. . Q TEMPORARY MATERIAL STOCKPILE AREA PLAN VIEW 10' IN. 3 NOT TO SCALE N.T.S. NOTES: PERMIT SEn- 1NOTES: 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND . STONE SIZE USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH 2. LENGTH - NOT LESS THAN 50 FEET. PAPER SIDE DOWN. 3. THICKNESS - NOT LESS THAN (8) INCHES. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH WITH 4. WIDTH -TWENTY (20) MINIMUM. BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE STAKE IN PLACE D TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. 6' O.C. MIN. NOTES: 5. GEOTEXTILE FABRIC -WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. GEOTEXTILE FABRIC BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" COMPOST FILLE 1. THE CONTRACTOR SHALL MAINTAIN THE EROSION SHALL BE MIRIFI 50OX WOVEN FABRIC OR APPROVED EQUAL. (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH FILTER SOCK CONTROL BERM IN A FUNCTIONAL CONDITION AT ALL 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. TIMES AND IT SHALL BE ROUTINELY INSPECTED. ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH 2. WHERE THE BERM REQUIRES REPAIR, IT SHALL BE C�J 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE WATER FLOW - ROUTINELY REPAIRED. Q C14OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL SEDIMENT SPILLED. DROPPED, WASHED OR TRACKED ONTO ACCESS BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING —� 3. THE CONTRACTOR SHALL REMOVE SEDIMENTS z 0 LO ROADS OR PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. OPTIONAL DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS COLLECTED AT THE BASE OF THE BERM WHEN THEY LL= pp 8. WHEN WASHING IS REQUIRED. IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. REACH 1/3 OF THE EXPOSED HEIGHT OF THE BERM, U�� LO APPROVED SEDIMENT TRAPPING DEVICE. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDING OR AS DIRECTED BY THE ENGINEER. L U U)WO LU oo 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET 0=�Q Q o BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. W Q 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN = W � APPROXIMATE 3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS _QW = W ENTIRE BLANKET WIDTH. _I-VW O> z O DSTABILIZED CONSTRUCTION ENTRANCE EROSION MATTIN DETAIL SILT SOCK EROSION CONTROL o>Oo o a = S2G 4 S SOw p�z '� o Q N.T.S. N.T.S. N.T.S. I 0< CN = C UQO� 0 0 �W��� � z TEMPORARY CHAIN LINK FENCE ALONG = O LIMIT OF WORK AS NECESSARY TO SECURE PROJECT SITE. WIND SCREEN SILT SOCK AROUND SAWCUT SURFACE CONTRACTOR TO EXCAVATE TO FOR DUST CONTROL PERIMETER FINISHED GRADE COURSE AT JOINT 12" MIN. SUBGRADE ELEV., POWERWASH EXISTING Q (77) ASPHALT AND APPLY TACKCOAT r PROPOSED BITUMINOUS SURFACE COURSE t, EXISTING BITUMINOU w r �r � �r ` PAVEMENT. r i 6 ,, °,, , ,, °,, ,, , ,, ,, r, ,. PROPOSED BITUMINOUS r, �; � DURING CONSTRUCTION, INSTALL AND MAINTAIN r`�r` r; ` r`�rr` �r` `�. `� ` "�. ` ;�r`" ; a BINDER COURSE . . r ,. a �,..,r � >, SILT SACKS TO TRAP SEDIMENT IN RUNOFF. EXISTING STONE DENSE GRADED CRUSHED STONE p fir`\ l' 2 z � INSPECTION SHALL TAKE PLACE AFTER EACH SUBBASE. lr, i TO MATCH EXISTING BASE DEPTH HEAVY RAIN EVENT AND REPLACEMENT SHALL BE PER THE DIRECTION OF THE OWNER'S SWEEP CLEAN AN 0 5 \ REPRESENTATIVE. APPLY TACK COAT III - I I:: III I PREPARED SUBGRADE. it NO. DATE DESCRIPTION BY PROJECT NO. 719560 B TYPICAL EXISTING BITUMINOUS PAVEMENT INLET PROTECTION / SILT SACK TO NEW BITUMINOUS PAVEMENT DETAIL CADD FILE 719560_C501 U E DESIGNED BY RDT N.T.S. N.T.S. GROUND ELEV. DRAWN BY RDT Q CHECKED BY KFR/PS 0- CONCRETE BLOCK (TYP.) DATE 4/15/2025 TEMPORARY CONSTRUCTION FENCE DRAWING SCALE N.T.S. CONTRACTOR TO FILL JOINT W/ THICK FIBRE JOINT FILLER o N.T.S. GRAPHIC SCALE TO THE FULL DEPTH OF THE BITUMINOUS PAVEMENT TO FINISH GRADE SEAL W/SIKAFLEX-2c NS TG SEALANT AT ALL LOCATIONS WHERE CONCRETE ABUTS BITUMINOUS PAVEMENT CONCRETE 0 4" THICK LAYER COMPACTED BITUMINOUS PAVEMENT SHEET TITLE LO c�i C 3 �� CO C ,�` ,�` 6 MIN. �, SURFACE COURSE S WASHED / CLEAN STONE Lc> � . . s BINDER COURSE :III > : DETAIL SHEET ...I I L.L I I._. I I... . I I._L I I L .1.. ..... III III III: III III III III III II :III > OF 15 PLASTIC EDGE 8 DENSE GRADED CRUSHED STONE RESTRAINTS GEOTEXTILE FABRIC � .� . 0 A 1 COMPACTED SUBGRADE TOP SOIL � � � ..� � :: � SUBBASE 0 12" ALUMINUM I I I.I I I I III: -III: COMPACTED SUBGRADE C' •� STAKE � DRAWING N0. 0 PER PLAN T_ TYPICAL CONCRETE TO L 0 $ GRAVEL DRIVEWAY 9 LOAM & SEED (DISTURBED AREA 0 PAVEMENT DETAIL (ALL CASES) C501 N.T.S. N.T.S. N.T.S. 42 Cj S 20 OF 38 LO rn ti U_ 1 2 3 4 5 6 GA L E Gale Associates, Inc. Engineers and Planners 300 LEDGEWOOD PLACE I SUITE 300 E ROCKLAND, MA 02370 P 781.335.6465 F 781.335.6467 www.gainc.com BLACK VINYL COATED BLACK VINYL COATED LINE POST LOOP CAP END & CORNER POST CHAIN LINK FABRIC GATE PLAN Boston Baltimore Orlando Hartford Bedford GATE PLAN This drawing and the design and construction features disclosed } OPENING are proprietary to Gale Associates,Inc.and shall not be altered or `'V `�' ``/ LINE POST 48" reused in whole or part without the express written permission of TS 3„ S Gale Associates,Inc.Copyright©2024 1 112" SURFACE COURSE, ON TOP RAIL & BOTTOM RAILS �" 2Y2 2" BINDER COURSE. LINE POST (ROUND) POSTE r r ,, LATCH w POST r H-1 5 w r r .` F U F PE 'RMIT SET \oRx \/ 11 B-1 >\ H-1 r III III III r '' TRUSS ROD LINE POST TIE B-1 r` r 8" DENSE GRADED CRUSHED STONE 0 X>00000, 0\, \ ,r \ \ D KL COMPACTED SUITABLE SUBGRADE SOIL 10'-0" MAX SPACING (n J ­0 DROP ROD IN CONCRETE Z ENCASED PVC SLEEVE LLJ 0 " �U�� 6 L0 WC/)Wo W 00 0=�Q p �o 0WQ �(D Q W � pW = w —� ~ �> w oW0O o pz0 BITUMINOUS PAVEMENT SECTION PERMANENT CHAIN LINK FENCE SINGLE LEAF ATE DETAIL DOUBLE LEAF ATE DETAIL J>(Do z � z D U OUS S O 2 3 S G G 4 OU G - �z o Q N.T.S. N.T.S. N.T.S. N.T.S. W 0CN �=0< � UQo� 0 0 LU � � z Jo O �0 z Qz FENCE HEIGHT END & CORNER POSTS LINE POSTS CORNER NOMINAL B-1 H-1 B-2 H-2 HEIGHT BAR LENGTH HEIGHT ABOVE GRADE BAR LENGTH HEIGHT ABOVE GRADE END . rr .. 4'-0" 7'-0" 4'-0 5/8" 6'-8" 3-8 7/8" U ' '� l p„ MAX. 10 MAX. t 6-0 9-0 6-0 5/8 8-8 5-8 7/8 8'-0" 11'-0" 8'-0 5/8" 10'-8" 7'-8 7/8" POST LOOP CAP POST CAP 4 TOP RAIL BRACE BRACE RAIL LOOP CAP o x. SINGLE OR DOUBLE LEAF GATES S=U � r/\`/\`rr`` '`r`�`r`�``�'...,' , , . A ., .. ..,, . . BRACE RAIL O rrr � � � �� � NOM HEIGHT H UPRIGHT HT U FRAME HT F o 'y > �� .. O O ( ) l,l,l�,l\; l`• l,l\; , l\„ ( .,F - ``n r" r" r" l ' „. �..,�� r r r ` , ..,1\r b r`r`r`f , ,r`' ;"'I• q " p,..r. r.„7„.,,.1 -`..,r„... } .:''r.l.„.. NOTES: ��r`r`r``� r' i o �� r' r' r' ��,� r �r� �,�y�� „ �����r��� � � ������� , ., � x , , � �... , N0. DATE DESCRIPTION BY � � � � TIES @ 12 CENTERS � � � �� � � �� �� � �� � � � � � � �� �� 1„ 3„F �r r �.. . � �. 5/16 8MM1 Q ACTUAL DIM ACTUAL DIM � � „�`�������� �,,?`�`:'�,r�l�r'�l'�,l�,l� ���"�r�r�r�,��„ ��r� �r�r`<r��,�` ����/� l`��r �� /`�r �� �� ��������% ����� ��/��, ' `/ r�� �,������������ � s.. �.. �.. ( �..^ +�, r..„,, ( (\,�`\; ( `.,,,`.,,,�? (�r�`�,/�.,' ( ( `,�t,,e"�r'�r'�..,�e`�..,,,.�.., �r'`.,,,t,,e"�r'�r'`., `.,�'�, �r'�,,'..� �.,r't,,/``,/t,,e` t,,/``,/t,,e`\� t,,e"�:e`\�e``,�'�, e`\�/`/ e` � / e`\, e` e`\�e``.,,,,..�`y w..,p... ! ,. ;.1,._" f F. cD 1. ALL CHAIN LINK FENCE FABRIC SHALL BE ,, A ,>�..,�1\r'�r�" y,^".,"a�<�l'�, �l �, `,�^`„.t,l\e"�,l�l" �,^"a'�, �.,1\e"�01 `., `., �r'`,�^"r �l�..l`,+ l�, �``,+ l�,l\r''� l`� `,�^' l\; ,< 4 X 4 b .f> b,�`''. 'yl`,�^'�r`�r�` ..,t:.„r ,...., ' 6,..,., r.,�„ ,..e Q ����5X " r > r r , r , r�, r� � �.�.a�..., , .'.. �...� BOLT VII/ HEX PROJECT N0. 719560 � � � � � � v/v-/ THE I HER BAR �' BOLT & NUT 4'-0" 3'-10" 3'-8 1/2" KNUCKLED TOP AND BOTTOM \r''�r'�..,' ''�r'..,'�r''�r''�r''�..,1�..,1�..,1 �.... t� X �� NUT ( ) B >�� ,�,� �,� >� > CHAIN LINK FABRIC N0. 9 GAGE �� � '), >1; „ of>lx ��� � �� > <>� >><`«<``�X>X, BRACE BAND ���, ���� �� t �t�����t���� �� �i ��� ��r �� A :; , �, , � ,..! , �, CADD FILE 719560_C501 < « 2 MESH, TWISTED AND BARBED �, ,< <� < � � < � � � ' , �� ,':< RAIL END W/OFFSET LUG BRACE RAIL 6'-0" 5'-10" 5'-8 1/2" � ,�'..'�,r'�r'�r'� �:(`n �r'�r TRUSS RO „.... "` ` " ' " BRACE RAIL „ 2. ALL CHAIN LINK FENCE POSTS, FABRIC, TIES DESIGNED BY RDT Q < �v/� � �� �� < �� � � � <� < � � RAIL END W/OFFSET > < < < �� < TOP AND BOTTOM SELVAGE � � �� � < � � � � � �� � � � � � � � � � � � < �� 8-0 7-10 7-8 1/2 o �< �< �< �< �< �< �< �< �< � �.. AND MATERIALS SHALL BE BLACK PVC GRADE ��, , � < � <� < <� <� � � � � < < � < � < � < < � G � � � � � � ��r� � � � � � ��r� � � �r� � � �r� � � ��r� � � � � � �> � � � � � � � � � � DRAWN BY RDT Q :::� , 1� , , ; ,: ,: , TENSION OR BRACE COATED. 3 @ ,,t LINE POST FABRIC BAND Is TRUSS ROD BAND SINGLE LEAF GATES CHECKED BY KFR/PS o TIES 24" 2'-0" BOTTOM RAIL OPENING GATE POSTS HINGE SPACE (S) 3. CENTER UPRIGHT REQUIRED ON GATE LEAVES DATE 4/15/2025 CENTERS TENSION BAR ROUND N 3-0 LINE FACE TO FACE SQ & RND SIZES POST TO UPRIGHT 8'-0" & WIDER. CENTER RAIL REQUIRED ON DRAWING SCALE N.T.S. GATE LEAVE 6'-0" & HIGHER. CONCRETE BASE POST 3-0" 2 1/2" FOR SQUARE & GRAPHIC SCALE o CROWNED 1" ABOVE 6 12 ® THROUGH OR ROUND GATE POSTS: " Q GROUND AT ALL LINE POST 4. CONCRETE FOOTINGS SHALL BE FOUR(4) x 12" �� 6" TURNBUCKLE 6-0 3 OD 2 1/4 [57MM] THE POST DIAMETER, OR AS DESIGNATED ON \ ELEVATION INDIVIDUAL DETAILS. POSTS (TYPICAL) LINE POST LINE POST CORNER OR END OR GATE POST o CORNER OR END POST DOUBLE LEAF GATES SHEET TITLE 0OR GATE POST ( ) 5 FENCE SHALL. FENCE CAP HBE PROVIDED ALL ON BFROM FOUL POLE "' NOTES: END, CORNER, ALL OUTFIELD of OPENING GATE POSTS HINGE SPACE S 1. ALL CHAIN LINK FENCE FABRIC SHALL BE KNUCKLED (TOP AND BOTTOM). ELEVATION FACE TO FACE SQ & RND SIZES POST TO UPRIGHT TO FOUL POLE. 2. ALL CHAIN LINK FENCE POSTS, FABRIC, TIES AND MATERIALS SHALL BE BLACK PVC 6'-0" 2 1/2" FOR SQUARE & DETAIL SHEET COATED. THROUGH OR ROUND GATE POSTS: 6. ALL CHAIN LINK FABRICK SHALL BE INSTALLED 3. CONCRETE FOOTINGS SHALL BE FOUR (4) x THE POST DIAMETER, OR AS DESIGNATED ONCl) 12'-0" 3" OD 2 1/4" [57MM] ON THE FIELD SIDE OF THE FENCE. 2 OF 5 INDIVIDUAL DETAILS. c0 A 4. TOP OF CONCRETE FOOTING SHALL BE 6" BELOW FINISHED GRADE. 0 U) DRAWING NO. E CHAIN LINK FENCE & GATE L CHAIN LINK FENCE CORNER DETAIL CONNECTION DETAIL CHAIN LINK FENCE AND GATE NOTES C502 2 (:D N.T.S. (D N.T.S. N.T.S. � 0 21 OF 38 LOILL rn ti 1 2 3 4 5 6 SYNTHETIC TURF SURFACE PER SPECIFICATION GALE TOP OF INFILL ANCHOR CURB WITH CHAIN LINK FENCE OR BASE STONE DEPTH TO BE A MINIMUM OF ANCHOR CURB WITH Gale Associates, Inc. SAFETY NETTING FINE GRADE AGGREGATE (1" MAX.) 8" ACROSS EXTENT OF FIELD Engineers and Planners CHAIN LINK FENCE OR E (9" INCLUDING FINE GRADE AGGREGATE) SAFETY NETTING 300 LED E OOMA 02370CE I SUITE 300 P 781.335.6465 F 781.335.6467 www.gainc.com 0.50% SLOPE -► 0.50% SLOPE -► FINISHED GRAD III III III I III II I III III I I II III I I II I III III III III II I I PER PLAN Boston Baltimore Orlando Hartford Bedford EL. 106.38' " 1�J1_J�L�LLLL II II II J I� II ll ., � L_ II II II II I�LII II II 111�W11 �L � I EL. 104.50' M IIIIIIII I I II I I I I r � r � � r � r � �.. C, C.. .. C, .. C.. C.. .. C C.. ., C, ., C.. C, ., C.. C.. ., C C.. ., C, ., C.. C-, ., C. 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C C. .. C .. C. C .. C. C. .. C. . r `' C .. ,,. .-, ,,. C., ,,. C .. ,,. ,,. `r., C ., ... ., .. .. ., C) .. ,) C) .. ,) ,) .. C: .. ,) C) .. ,) ,) .. C .. C .. ,.} .. .) C..)p,., ,}p,., C..) p,,, .. .. p C C:r,,. \,:r \,:r,,. C:r \,; r,,. C r,. \,; t t f : : : : !i pp C C C. C C. C. C. C C C C C C C C r > v r EL. 105.13 : :. �4, t��,::� s V' , r���` •r fi, L. 103.25 E ' - COMPACTED SUBGRADE OR SUB GRADE TO BE APPROX. PERCHED 12" FLAT PANEL DRAINS 30' O.C. `°� ;` �,I` K ��'`�"' �� ��� � '� � � � WATER TABLE EL. 103.00' GRADED ATA MINIMUM COMPACTED ORDINARYrr ' � ,;r, � hy„ PVC DRAIN BASIN PERMIT SET (SEE DRAINAGE PLAN FOR LAYOUT) Fsx OF A 0.5%SLOPE BORROW FILL AS REQUIRED. . ' r �� % ��'''r, �' kr ➢�,cr �r '�r" ' FABRIC }� DIAMETER /� . 4"/6"/8"/1 2"/1 511 REFER TO SPECIFICATION. ( IRAFI 140N ORVARIES CORR. HDPE GEOTEXTILE FABRIC : ,. . APPROVED EQUAL) (MIRAFI 140N OR ELEV. PERFORATED HDPE APPROVED EQUAL) . .'..... .. . . ;..".. . .. . ...... .. . :" :..... . VARIES D COLLECTOR DRAIN NOTES: %" WASHED CRUSHED STONE 1. PERCHED WATER HAS BEEN OBSERVED ON SITE AT AN ELEVATION OF ± 103.00'. WHERE INFILTRATION COMPONENTS ARE INSTALLED IN TRENCHES, TRENCH SHALL BE OVER U)J EXCAVATED A MINIMUM OF 12 INCHES IN ALL HORIZONTAL DIRECTIONS, AND TO A DEPTH AT LEAST 12 INCHES BELOW THE DEPTH OF THE PERCHED WATER TABLE. THESE TRENCHES SHALL THEN BE BACKFILLED, AND COMPACTED TO 95%FIELD DENSITY IN 6 INCH LIFTS WITH SUITABLE GRANULAR MATERIAL TO THE TOP OF THE TRENCH; AND RE-EXCAVATED FOR NOTES: z 0 INSTALLATION OF PIPE AND STONE. LL O 00 1. FOR STRUCTURE LOCATIONS, SEE DRAINAGE PLAN. U�� LO 2. ENGINEER SHALL INSPECT EXCAVATION PRIOR TO INSTALLATION OF DRAINAGE COMPONENTS AFTER OVER EXCAVATION, BACKFILL, COMPACTION AND RE-EXCAVATION. 2. CONTRACTOR TO SURVEY LOCATE INSTALLED LLJ C )WO > 00 STRUCTURE RIMS PRIOR TO COVERING TO BE > wQ o 3. CONTRACTOR RESPONSIBLE FOR REMOVING ALL TOPSOIL MATERIAL PRIOR TO PREPARING THE SUBGRADE TO RECEIVE PERVIOUS STONE BASE MATERIAL PER SPECIFICATION. ANY INCLUDED IN AS-BUILT. 0=�� 0 W Q FILL MATERIAL USED TO BRING THE SUBGRADE TO THE FINISHED SUBGRADE ELEVATION SHALL COMPACTED ORDINARY BORROW FILL, REFER TO SPECIFICATION. CD Q w � _j>00 o <0 TURF FIELD SECTION(:D2 PVC DRAIN MANHOLE OR CATCH BASIN wOCDz ,� oQ N.T.S. N.T.S. z 0< OCN C UQO� 0 0 INFILLED SYNTHETIC TURF W��� ~ Z LOAM AND SEED J� O FINE GRADE AGGREGATE (1" MAX.) SURFACE VARIES O z C>C:C'C: rC:C,, C? ..>C? >C? 0 , 0 , 0 , 0 , C! „>Cr` C}`; Cr` C} C}`.. Cr` C}` NOTE: .5%MAX. c c c c c c c o c: c> > c> c: c: c � c� c: c� c� c� c� c� / 1 /o MIN. Q c> c: ,c:: c: c: c r SEE ) r r r r > r c> c> c> c> 30 O.0 ( PLAN / c c c c; c c c 12 MULTIFLOW FLAT PANEL DRAIN 8 TYP. ;> 6 MIN. // 6° >°:: > :: >`-'o c>` c I'll > 0 o o o o o 3�� CRUSHED STONE CONTRACTOR TO /j// . c ` c cr cr`'�00 Cc `' `>C: 4 REMOVE AND DISPOSE 7.5%MAX. c� c: c> c: c> c> c> c c c� DRAINAGE FILL a OF APPROX. 12" OVER c: c> : c: c> c: c: c: c: c: c: c> c> : c> c>r cc LENGTH OF EXISTING c: : c: c: . c: c> c: c> c> : c> c> .: c> cr c: cr cc cr . cr cr EXISTING �' / r' r r r' r r : r€ i !� f En STONE BASE STONE E •" SIDEWAL - C EXISTING \ CRUSHED �� :����� •�v. ��,,�� � ����� �� TREN H AN REPL A / S G WITH C " CRUSHED A BACK OF co PERFORATED PIPE STONE, FINISHING WITH ,. .- . . . ." .. .'.. ,. . ,.: :. . ;: . .: -. .. :.. . _ ... NON WOVEN GEOTEXTILE FILTER \\ 0000 FILTER FABRIC 6 MI F LOAM AND FABRIC N0 ° ° ° SEED o \ °°°0°000000°° �Q UNDISTURBED EARTH 7.5/o MAX. ,jj \ \ °00000000°° �P COMPACTED SUBGRADE OR ii���i \\\\ oORDINARY BORROW AS REQUIRED. �� o REFER TO SPECIFICATION. �� ���� SYNTHETIC TURF SECTION & 1.%MAX. j i FLUSH NOTES: NO. DATE DESCRIPTION BY 3 FIELD UNDERDRAIN DETAIL 5 TRENCH DRAIN @ BASEBALL/SOFTBALL FIELD 1 /oMIN. PROJECT NO. 719560 B N.T.S. N.T.S. 1. SEE PLANS FOR CURB TYPE. CADD FILE 719560_C501 DESIGNED BY RDT o / 2%MAX. 2. THE MAXIMUM ALLOWABLE DRAWN BY RDT / CROSS SLOPE SIDEWALK AND CURB RAMP CROSS 7.5% MAX. ///// / SLOPES SHALL BE 2.0%(1%MIN.) CHECKED BY KFR/PS 0- INFILLED SYNTHETIC TURF //// LO MANHOLE /// / ~ DATE 4/15/2025 c� SOLID COVER ///�j j jj//j/ 3. THE MAXIMUM ALLOWABLE SLOPE ❑ C� ❑ Q FINE STONE LAYER ° ////j OF ACCESSIBLE ROUTE EXCLUDING DRAWING SCALE N.T.S. 1:12 MAXIMUM SLOP °� /// CURB RAMPS SHALL BE 5.0%. o D ❑ ❑ ❑ ❑ ❑ `� 1.13" RAMP WITH DETECTABLE � ° / \O GRAPHIC SCALE ❑ ❑ ❑ C7 ❑ ❑ ❑ F c: c: c: c: c> c: c:: c: c c WARNING PER ADA '�� 4. THE MAXIMUM ALLOWABLE SLOPE O ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ :: :: :: :: :: :: :: . : : c: c: c: c: c: c: c: c: c> c> ® ® ❑ ❑ C] El El ❑ ❑ NOTES: c: c: c: c: 0 0 c: c.: c>11 c> REQUIREMENTS. �,� OF ACCESSIBLE ROUTE CURB ❑ ❑ ❑ ❑ C� ❑ ❑ ❑ ❑ ov, �r � BASE STONE RAMPS SHALL BE 7.5% SHEET TITLE 0 1. STANDARD MANHOLE SOLID COVER HAS H-20 HEAVY f��ri �����% ���,���,��� FLUSH ❑ ❑ ❑ ❑ ❑ ❑ ❑ '' ` � 5. GRADE BASE OF RAMP TO PREVENT CD ❑ ❑ C� ❑ ❑ DUTY RATING ,y: LTI-FLOW DRAIN, OR 2. QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 {: EQUAL PONDING. rn a✓' ❑ C� ❑ GRADE 70-50-05xr GEOTEXTILE FABRIC 6. ALL RAMPS INDICATED BY SHALL BE CEMENT CONCRETE WITH A TEXTURED AND COLORED NON-SLIP SURFACE WARNING DETAIL SHEET c� FRAME 3. MATERIAL: DUCTILE IRON � 4 �-0 p' ( ) o } r, , : r , 9 CORRU-TAP, OR EQUAL MAT) CONFORMING TO APPLICABLE LOCAL STATE AND FEDERAL REGULATIONS. ACCESSIBLE RAMP DETECTABLE WARNING 4. PAINT: CASTINGS ARE FURNISHED WITH A BLACK OTEXTILE FABRIC (MIRAFI 140N 3 OF 15 PAINT OR APPROVED EQUAL) MAT SHALL BE AS MANUFACTURED BY "THE DURABAK COMPANY" 303-690-7190, OR APPROVED EQUAL. THE WARNING MAT 0 2.47 47„ 5. LOCKING DEVICE 5/16-18 ZINC GOLD HEX BOLT 1" LG 3� SYSTEMS SHALL CONFORM TO ALL RELEVANT PROVISIONS OF THE AMERICANS WITH DISABILITIES ACT (ADA) A HDPE COLLECTOR PIPE REQUIREMENTS AND THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD REQUIREMENTS, WHICHEVER IS STRICTER. USE%" SOCKET TO REMOVE, 2 PLACES o COMPACTED SUBGRADE THE SYSTEMS SHALL BE A PERMANENT MAT THAT IS APPLIED AT ACCESSIBLE RAMPS DIRECTLY TO CLEAN DRY CONCRETE C' SURFACES WITH LONG-LASTING ADHESIVE TO AID THE BLIND AND VISUALLY IMPAIRED. THE MAT SHALL INCORPORATE 0 STANDARD WASHED CRUSHED STONE TRUNCATED DOMES POSITIONED TO ADA SPECIFICATIONS. DRAWING NO. T_ TYPICAL COLLECTOR PIPE L ti 4 PVC MANHOLE COVER 6 AND LATERAL CONNECTION 7 ACCESSIBLE CURB RAMPS C503 0 N.T.S. N.T.S. 42 C) 22 OF LO 38 rn ti li 1 2 3 4 5 6 CONTRACTOR TO ADHERE SHOCK PAD AND GALE SYNTHETIC TURF TO MANHOLE COVER AND ALLOW FOR ACCESS TO OCS 4 Gale Associates, Inc. RIM EL. = TOP OF STONE SYNTHETIC TURF Engineers and Planners E 3 COURSES MASONRY 114 EXISTING MANHOLE 300 LEDGEWOOD PLACE I SUITE 300 (BRICK OR ROCKLAND, MA 02370 BLOCK MAX. 4" �� - CONCRETE) P 781.335.6465 F 781.335.6467 www.gainc.com Boston Baltimore Orlando Hartford Bedford EL. 103.95' �� L�' �r r „, ��� L, „ ;T� I � I y / 1 FINISH SURFACE PER This drawing and the design and construction features disclosed Awl 6 fi SLAB -TOP PIPE TO BE SET FLUSH WITH PLANS are proprietary to Gale Associates,Inc and shall not be altered or reused in whole or part without the express written permission of 12" PVC PIPE INSIDE FACE OF STRUCTURE PAVEMENT SECTION Gale Associates,Inc.Copyright©2024 REMOVABLE PIPE BRACKET 24 Q WHERE APPLICABLE PROPOSED OR SUITABLE BACKFILL MATERIAL OPENING FROM EXCAVATED MATERIAL EXISTING PIPE SEE PLANS FOR INVERT LOOSE BELL END JOINT FOR PRECAST AND/OR ORDINARY BORROWLn TOP SECTION REMOVAL 7' CONCRETE COMPACTED IN 10 LIFTS STAINLESS STEEL PIPE TIE/BRACKETS AS NEEDED MANHOLE STAINLESS STEEL EXPANSION BAND GRAVEL BORROW MHD M1.03.0 PERMIT SET PIPE CLAMP INITIAL BACKFILL 6" MIN 24" O.C. MIN. TYPE C OR/ CRUSHED r r 1 O OUT 10"0 IN PERFCOLLEORATED CTOR P POPE NPC KOR-N-SEAL PIPE ` " ` � "` "` ABOVE TOP OF PIPE STONE COMPACTED IN 10r TO MANHOLE �4 fi � " ,I � �� LIFTS r, CONNECTION OR . . . 12"Q PVC TEE EQUAL) ( I .I 3 " 4" MIN. BEDDING MATERIAL Q ) BELOW BOTTOM OF PIPE 4 / CRUSHED STONE � � �u.� � �w CAPPED END � D 12 OF COMPACTED °� hhthhhhhh .,hhhh . "r� " " �; 0' CRUSHED STONE ? . NOTE: 12 \ " \P CONTRACTOR SHALL PROVIDE UNDISTURBED EARTH OR 12" SHEETING, TRENCH BOX OR SLOPED COMPACTED SUBGRADE O.D. 10" INLET /� WALLS IN ACCORDANCE WITH INV. = 100.43 NOTES: NOTES: APPLICABLE SAFETY REGULATIONS C!)J 10" INLET 1. FOR STRUCTURE LOCATIONS, SEE DRAINAGE PLAN. 1. ALL METAL FIXTURES SHALL BE STAINLESS STEEL. z 0 LO INV. = 101.75 2. CONTRACTOR TO SURVEY LOCATE INSTALLED 2. PIPE SHALL BE FLUSH WITH THE INSIDE OF THE MANHOLE. LL 0 000 STRUCTURE RIMS PRIOR TO COVERING TO BE 3. FOR PROPOSED MANHOLE INSTALLATION AT EXISTING PIPE, CONTRACTOR U�� 'I INCLUDED IN AS-BUILT. SHALL EXTEND PIPE INTO NEW MANHOLE USING A SPOOL PIECE (OF SAME W U)WO LU 00 PIPE MATERIAL) WITH FERNCO COUPLES. 0=�Q pQ o WQ PLAN VIEW I 12" OUTLET C~� Q L 1 INV. = 98.00 _ � _ LU ��O> z �� (UP TO 24" D IA. � w 0 z 0 TURF FIELD OUTLET CONTROL STRUCTURE 2 PIPE CONNECTION TO MANHOLE 3 NON-PERFORATED HDPE TRENCH DETAIL wOOz(D oQ N.T.S. N.T.S. N.T.S. �z 0� O � � C UQO= 0 0 �W� J� O �0 z _t NITER STATES PATENT , SsUED llIG4�ST ARTIFICIAL TURF NIITED STATES LATENT #8,0i6,149, ISSUED SEPT 13, 201'I MAIN ALUMIINUM LID SYNTHETIC INF�LL TURF (PAD LOCKABLE - OPTIONAL NAILER BOARD M (INSTALLED BY OTHERS) SUPPLIED BY OTHERS) (INSTALLED BY OTHERS) Q COD, 44RC QUICK CONNECT WATER VALVE s= o .,; (OR EQUIVALENT) SYNTHETIC INFVLL TURF SUB-BASE SUPPLIED BY OTHERS Q) ATTACHMENT LEDGE MATERIAL STAINLESS STEEL '° C.D. PIPE HARDWARE 0 CLAMPS CONCRETE BACKING FINISHED � (INSTALLED BY OTHERS) NO. DATE DESCRIPTION BY GRADE PROJECT N0. 719560 SUB-BASE ILL � B MATERIAL DOUBLE 6" WIDE RED POLYETHYLENE>: 2"' CADD FILE 719560_C501 �Ifl LEVELING BRICK ALUMINUM ELECTRICAL LINE CAUTION TAPE /16'" ALUMINUM LEVELING DESIGNED BY RDT U DIIVIDER PANEL CONCRETE BACKING 0 CONSTRUCTION BOLTS � WITH OPEN BOTTOM III III III DRAWN BY RDT DIMENSION YNTFHIETIICTUR�P FOR IDRAINAGE PURPOSE FACTORY PROVIDED /8 DIA 36" MIN. TO �I� I"`('I LEVELING BOLT S II LEVEL CHECKED BY KFR/PS ATTACHMENT LEDGE TO TOP LOCKABLE CIRCULAR PERFORATED DRAIN HOLES Mo OF COMBOS + GASKET HAND HOLE COVERS TOP OF � LEVELING BRIG DATE 4/15/2025 CID 1-I/4" HIGH FLEXIBLE CONDUIT 6„ GASKET SEALS DRAWING SCALE N.T.S. LID q S (FACTORY PRE-I'NSTALLED - l^) SAND o BOTH INTERIOR t3 `-' BEDDING GRAPHIC SCALE c� - EXTERIOR PERIMETERS) 6FF i D9MEN51ON FROM REFER TO PLANS FOR PIPE M OF SYNTHETIC (IFa° low fiii BOTTOM LEDGE �> � QUANTITY AND SIZING TURF OF COMBO% a° a �� 30" VERTICAL RUBBER mm`r ,. o (I4° SYNTHETIC INFILL TURF GASKET 6 SHEET TITLE � �ATTACHMENT LEDGE NOTE: pl OVERALL_ li , �/,, LID�0 HEIGHT POSITIVE ONNECTTIONR 1. BACKFILL WITH NON-FROST SUSCEPTIBLE PTO SUBDRA DETAIL SHEET ti 7 6" TO SUBSURFACE ( `° -, u ' � DRAINAGE SYSTEM GRANULAR FILL i,mmb„r i, „ "` (IE'ry� (INSTALLED BY OTHERS) 4 OF 1 5 2. CONCRETE ENCASED CONDUIT REQUIRED E^`f+�kY^CYIF1"hf1E hPWi;J C'..:;iP lk"IC/5NT4AN, FROPC1190?ANDC.'.JN@Ur NSYF,L,. THE P,EC RY pTIfCP4 <WAIINED INTRI5 CBITI8 0 ( !500) C MBOX + FOR HIGH VOLTAGE UTILITY CONDUITS. 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Engineers and Planners 300 LEDGEWOOD PLACE I SUITE 300 CKLAND, MA E POWER CONDUIT PO781.335.64 5 F 781.0335.6467 www.gainc.com f CONTROL Boston Baltimore Orlando Hartford Bedford 4,000 PSI CONCRETE PAD #4 BARS (TYP.) SEE LAYOUT PLANS FOR DIMENSIONS CONDUIT FW/6%ENTRAINED AIR. @ 12" O.C. EW #4 BARS @ 12" O.C. EW 2" 4 000 psi CONCRETE PAD This drawing and the design and construction features disclosed VARIES PER PLAN are proprietary to Gale Associates,Inc.and shall not be altered or C LR. 4" MIN. w/6%ENTRAINED AIR. reused in whole or part without the express written permission of CONTINUOUS #4 BOTTOM Gale Associates,Inc.Copyright©2024 PERIMETER BAR AD PANEL w/2'-0"x2'-0" #4 III I. III III 1011 III Q . 4 CORNER BARS z . -C) LLJSURFACE �I L.. III III III RAINTIGHT FUSED U - ( r, Q. .. '1 III _ 1.1 L AROUND � = o VARIES PERIMETER iff::::: �,.F:, DISCONNECT SWITCH r , ,•k .., � , �, � ��.� � � ..� ��� � � .� � �, �� � � I-BEAM SUPPORTS.a' OF SLAB � .. � .III . 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I I III III III III III III III I I I I III I. 'y.. 'y,. 'y.. 'y. 'y. 'y..r`..'y i .. ...� �..�..�,r�.��..�..��� �..�..� �..�..� �-r..���. �..�..�. �. �..�..� �,._� ..: .... D III :III III III: ILL ,,,,r. h . .... � ... III .... L..L CONDUIT- ............ III : III III LIII L.II ILI IIL II1 1II III III III III III „Iili :ll. �, III I ..... III I. n � III LL.. LI ..I SEE r COMPACTED SUBGRADE NOTES SIDE VIEW NOTE: :I IIII la h DENSE GRADED CRUSHED REAR VIEW J %" CRUSHED STONE THE CONTRACTOR SHALL MAINTAIN A DEWATERED �� II IIEE CONCRETE FOOTING I AND STABLE SUBGRADE DURING CONSTRUCTION. STONE II O (TYPICAL) �= PER MANUFACTURER .. Z �l IIhI III I.i.i :II li hI� O PREPARED SUBGRADE = I�`, 111� °III W Z 00 (REFER TO SPECIFICATIONS) NOTES: U�� � LU U) > 00 1. SEE SPECIFICATION FOR MODEL NUMBER. 0=�Q C) o 2. CONTRACTOR SHALL PROVIDE FOUNDATION DESIGN STAMPED BY A PROFESSIONAL C��� z W < ENGINEER LICENSED IN THE STATE OF MASSACHUSETTS PRIOR TO INSTALLATION. 3. REFER TO SPECIFICATIONS FOR PRODUCT AND INSTALLATION DETAILS. _�� _ o>00 0 oQo 1 CONCRETE SLAB (BLEACHERS) 2 CONCRETE SLAB (DUGOUTS) 3 SOFTBALL SCOREBOARD DETAIL (ALTERNATE #6) wO00 oQ �0� CN N.T.S. N.T.S. N.T.S. z 0� C UQO� O O �j��� z J� O LIMITS OF DUGOUT FENCING SHALL BE =O Z SLEEVED TO ACCOMMODATE FOR FUTURE FENCING MODIFICATIONS Q z LINE POST END POST TENSIONER 6' FENCE OPENING (SIDE 8' CHAIN LINK FENCE 6' CHAIN 120# HARKEN PULLEY HALYARD TO LINK FENCE ASSEMBLY UV-BLACK EYEBOLT VARIES PER PLAN) TENSIONING TENEX CABLE TIE-OFF �� 4' - 0" / � � HALYARD CABLE TIES CLEAT (NOT INCLUDED) � � 'X o X X X X X X X X X X GALV. STEEL CABLE AD / (END POSTS ONLY) D ALTERNATE #5: ` 4 ! ! EXPANSION JOINT f X GAMESHADE DUGOUT 0 ❑ ❑ ❑❑ 6 (TYP.) ! BIT CLIPS NO. DATE DESCRIPTION BY X BASE P' 4' SWING GATE PROJECT NO. 719560 �! P. OF 6) (SIDE VARIES o B 11 12' S LATE TY 0- 6 (TYP. 6- 9 1/2 �:� PER PLAN) CADD FILE 719560_C501 Q ��s DESIGNED BY RDT o X wr DRAWN BY RDT Q �� �p k 3 - 6 CHECKED BY KFR/PS 00 ❑ ❑ 't x o 1911 DATE 4/15/2025 X:l X 4 ,� X �! X X X X X X — X 6" (TYP.) TURNBUCKLE DRAWING SCALE N.T.S. N 36' OPTIONAL HERE GRAPHIC SCALE 0 CONCRETE SLAB EYEBOLT OR 6' CHAIN LINK FENCE BAND CLAMP PLAN VIEW ADD ALTERNATE #5: 10' TEAM BENCH (TYP. (NOT INCLUDED) SURFACE VARIES OF 3 PER DUGOUT, SEE SPECIFICATION) SHEET TITLE 0 NOTE: oLO � NOTES: co LO 1. ADD ALTERNATE #5: DUGOUTS SHALL BE GAMESHADE STRUCTURE, MODEL GID8X32, AS 1. #504 KNOTLESS NYLON 180-LB. BREAK STRENGTH DETAIL SHEET MANUFACTURED BY SPORTSFIELD SPECIALTIES, 41155 STATE HIGHWAY 10, DELHI, NY 13573. 0 2. 1-3/4" SQUARE MESH BLACK- UV TREATED CONTRACTOR TO COORDINATE WITH MANUFACTURER PRIOR TO PLACING CONCRETE PAD 5 OF 16 TO INSTALL GAMESHADE STRUCTURE AND FOUNDATIONS PER RECOMMENDATIONS. 3. VINYL HEMS AND GROMMETS SPACED EVERY FOOT ON ALL SIDES OF EACH U) PANEL 0? A 2. CONTRACTOR TO EXTEND SAFETY NETTING OVER DUGOUTS. NETTING SHALL OVERLAP WITH 4. POST SHALL BE 4.00" OD ALUMINUM BLACK VINYL COATED SPACED 20, O.C, o THE CHAIN LINK FENCE ON THE PLAYING FIELD SIDE A MINIMUM OF 1-FOOT AND SHALL BE AND END POSTS SHALL BE 3.50" SCH. 40 STEEL BLACK VINYL COATED. 0' SECURED TO THE FENCING FABRIC WITH QUICK CLIP SPRING HOOKS. 5. THE HALYARDS SHALL BE RUN DOWN THE FIELD SIDE OF THE NET TO HOLD THE NET AGAINST THE POSTS TO MINIMIZE BILLOWING OUR FROM THE WIND. DRAWING NO. 3. CHAIN LINK FENCE ON PLAYING FIELD SIDE OF DUGOUT SHALL BE EIGHT FEET (8') TALL. ti 4 DUGOUT LAYOUT 5 SAFETY NETTING SYSTEM C505 C:) N.T.S. N.T.S. 0 24 OF 38 rn ILL ti 1 2 3 4 5 6 INSTALL PER MANUFACTURERS INSTALL PER MANUFACTURERS SPECIFICATIONS SPECIFICATIONS GALE 20' � TO � SURFACE CHAIN LINK FENCE VARIES END POST LINE POST a dQ POST TURF ANCHOR 2„ Gale Associates, Inc. ° Engineers and Planners E d a . 18" DEEP CONT. d m ROCKLAND, MA 300 02370CE SUITE 300 ° ANCHOR CURB ANCHOR CURB P 781.335.6465 F 781.335.6467 www.gainc.com PER PLAN a a ° Boston Baltimore Orlando Hartford Bedford TENSIONER ASSEMBLY 9„ TEN EX CABLE ° ° This drawing and the design and construction features disclosed d are proprietary to Gale Associates,Inc.and shall not be altered or HEMMED EDGE OF NET ° reused in whole or part without the express written permission of VARIES ° Gale Associates,Inc.Copyright©2024 VARIES ° PER PLAN PER PLAN -- ° x ° CHAIN LINK ° ° PER MANUFACTURER'S FENCE HEIGHT o ° STRUCTURAL ENGINEER VARIES d . , vv\ PERMITSEn a ° 11 `, 0, CONC. FOUNDATION TENSIONING HALYARD � >� /1) i " `� ° PER w` ����`�`�` `�`� , ��� `�` �`� �` `° ° FOR NETTING POLES a ° (TO TIE-OFF CLEAT) PLAN X`> > X� \/ d . d > � � D A-A FINISHED GRADE d ° .4 CHAIN LINK FENCE GROUND �� ° PER MANUFACTURERS d SAFETY STRUCTURAL ENGINEER NOTES: SLEEVES NETTING POST J NOTE: 0 1. NETTING SHALL OVERLAP WITH THE CHAIN LINK FENCE A SECTION A-A z 0 Ljj THE HALYARDS SHALL BE RUN DOWN THE MINIMUM OF 1-FOOT AND SHALL BE SECURED TO THE ° _�0 LO FIELD SIDE OF THE NET TO HOLD THE NET FENCING FABRIC WITH QUICK CLIP SPRING HOOKS. NOTE. W CUB LLJO W � AGAINST THE POSTS TO MINIMIZE BILLOWING ° LLQ > o OUT FROM THE WIND. 2. NETTING SHALL OVERLAP THE CHAIN LINK FENCE ON THE CONTRACTOR SHALL PROVIDE FOUNDATION DESIGN 0=�� C W Q PLAYING FIELD SIDE OF THE FENCE FABRIC. PLAN STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE 0 z Lu STATE OF MASSACHUSETTS PRIOR TO INSTALLATION. =C/)� Q w 2irv0LU w w SECTION "A-A" @ SAFETY pw000 0 o z0 TENSIONING POST DETAIL FENCING AND SAFETY NETTING SAFETY NETTING FOUNDATION NETTING SYSTEM FOUNDATION JO00 z � z 1 N.T.S. N.T.S. N.T.S. N.T.S. LJJ Q C/)z 0 O Q �ZOQ z � = � UQo� 0 0 �W��� � z Jo O �O z Qz PAVEMENT FIELD FIELD FIELD GROUND SLEEVE GROUND SLEEVE CHAIN LINK FENCE /SWING GATE SAFETY NETTING/BACKSTOP POST SAFETY NETTING/BACKSTOP POST co 2%"MINIMUM CONC. ON 2 2" MINIMUM CONC. ON EACH 2 2" MINIMUM CONC. ON EACH 1 X 6 COMPOSITE BOARD ATTACHED TO BOTTOM 1 X 6 COMPOSITE BOARD ATTACHED TO BOTTOM 1 X 6 COMPOSITE BOARD ATTACHED TO BOTTOM o EACH SIDE OF POST. RAIL OF FENCE, 24" O.C. AS SHOWN ON PLANS SIDE OF POST RAIL OF FENCE, 24" O.C. AS SHOWN ON PLANS SIDE OF POST RAIL OF FENCE, 24" O.C. AS SHOWN ON PLANS INFILLED SYNTHETIC TURF INFILLED SYNTHETIC TURF INFILLED SYNTHETIC TURF � 7" 611 2" 5" 5" 2" U LOAM AND SEED OR 511 5" 2" LOAM AND SEED OR LOAM AND SEED OR PAVEMENT(VARIES) PAVEMENT(VARIES) PAVEMENT (VARIES) NO. DATE DESCRIPTION BY °' FINE GRADE AGGREGATE FINE GRADE AGGREGATE FINE GRADE AGGREGATE PROJECT NO. 719560 ILL B FIT (1" MAX.) (1" MAX.) (1" MAX.) 0- CADD FILE 719560_C501 C} ,., C..> C..> ,., C? C..> ,., C..> r 3 C C r 3 C C .. C Q >} }.: } } }..}} } }:: 1 3 �� C C>C:>C>C> C> >C> C:> 1 C C! ,,, C C_C , C/ , C_C 1 C Y ,,, C_C , C> ,,, C_/ „ C_C ,,, C_C DESIGNED BY RDT O .. / .. 4 4 4.-}4 4 4.- C} C„? C? C? C? C„? �� �` C,:>C C n /. /., .. <> C> > C> 15 > :,: C> C> . C> > 15 C � C> C> C> C> C> C> C> C/ C! C/ C> C> C> C> C> C> DRAWN BY RDT Q <> c> C> c> c> T� BASE STONE 0 0 0 c> r>> BASE STONE 0 BASE STONE - DENSE GRADED 15 `> ' " " MIN. MIN. > , CHECKED BY KFR/PS C> c c> 0 C> C> C> C> > C> 0 0 < C> 0- MIN. <> > C> > <> C> c> C> C> C> �, CRUSHED STONE < >>C>�>C>�>>:>C>>>C>>:>C> C C C> C/ C> C> C> C,fC,>C,fC/C,fC,!C,fC/C:fC/C,fC>C,f' C> o • C> C> C> C> C> C> • C/C::>C/C,>C>C,>C/C,>C> • > , C/ , C"/ , C/ C> <> 0 C> : C> C> : C) <: <> DATE 4/15/2025 C> C > C C> C> C> C> C> C> :: C> : C> C > f C> Cn C> C> : C> C> C> C> <> C> C C;} C. C C >C C> C> ;;; C;C DRAWING SCALE N.T.S. 4000 P.S.I. CAST-IN-PLACE <>>>>'C>>'C>>'CfC> > COMPACTED 4000 P.S.I. CAST-IN-PLAC c> 'c> /C> : c> /C> ,/ COMPACTED 4000 P.S.I. CAST-IN-PLACE N C> C> .. C, C> ,. 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( W r' rr.n ,'. %r • „{ rr ,,�J„i, r,x, v ,, rr .a,.. , r,, a , , � !•,:,r 1,ImY,',tl ,,,,rr, p4rw �{b Y,1.r�F sf.,, f,/ ,Y`„Y'F�r h.. 4,,,Y pur,., J r a`, l ri, "r r ,,. r',. (,y",rty,,I,�' ,, ,,.,, „��; kn .F O ','�',,'„',)� „„�,., r'r f ,{e,.,%' 1, ..,t,'4y,�,,„. , 1 r',r 6,,,.,,,,, .�,� e "r % d „> r r yy r 3 �;.,� r'�:J d • "' r�rn ',s „�W �� ,r„a a,{ 'b F.�): r� r ✓,„ ra,,., � >Cr,1.,, R✓'rSHEET TITLE / LO U �I COMPACTED COMPACTED NETTING/BACKSTOP COMPACTED NETTING POST AND SUBGRADE SUBGRADE POST AND FOUNDATION SUBGRADE FOUNDATION (SEE NOTE 2) ti (SEE NOTE 2) DETAIL SHEET 0 NOTE: NOTE: NOTE: 6 F 15 U q SAWCUT CONTROL JOINT ($" WIDTH X" DEPTH) 1. SAWCUT CONTROL JOINT ($" WIDTH X" DEPTH) ON EACH SIDE OF POST. 1. SAWCUT CONTROL JOINT ($" WIDTH X 4' DEPTH) ON EACH SIDE OF POST. o ON EACH SIDE OF POST. 2. CONTRACTOR SHALL PROVIDE FOUNDATION DESIGN STAMPED BY A PROFESSIONAL 2. CONTRACTOR SHALL PROVIDE FOUNDATION DESIGN STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF MASSACHUSETTS PRIOR TO INSTALLATION. ENGINEER LICENSED IN THE STATE OF MASSACHUSETTS PRIOR TO INSTALLATION. DRAWING NO. 0 CONCRETE ANCHOR CURB WITH CONCRETE ANCHOR CURB W/ BACKSTOP OR CONCRETE ANCHOR CURB WITH L ti 5 CHAIN LINK FENCE AT TURF FIELD SECTION 6 30-FT NETTING POLE AT TURF FIELD SECTION 7 20-FT NETTING POLE AT TURF FIELD SECTION C506 O N.T.S. N.T.S. 42 C:) 25 OF 38 LO ILL ti 1 2 3 4 5 6 13" CONCRETE FLUSH r 90"'ALE WITH FINISH GRADE �� PAVEMENT BACKSTOP POST 611 Gale Associates, Inc. TURF 13' } Engineers and Planners }, 300 LEDGEWOOD PLACE I SUITE 300 E NOTE: } } ROCKLAND, MA 02370 P 781.335.6465 F 781.335.6467 www.gainc.com ' CONTRACTOR SHALL PROVIDE FOUNDATION Boston Baltimore Orlando Hartford Bedford INLAID LOGO IX DESIGN STAMPED BY A PROFESSIONAL 7' MIN. 61-411 #4 TIES @ 4" O.C. TOP 12" ENGINEER LICENSED IN THE STATE OF >> ' THEN #4 18" O.C. MASSACHUSETTS PRIOR TO INSTALLATION. This drawing and the design and construction features disclosed are proprietary to Gale Associates,Inc.and shall not be altered or REMAINDER. 40, }}} reused in whole or part without the express written permission of 11' ± h } } Gale Associates,Inc.Copyright©2024 1 OF 4#8 REINFORCING BARS. h� � ' 4" O.D. 2 PC ALUMINUM POST. fc=3,000 PSI @ 28 DAYS AIR ` FOR FOUL POLE �'� 1 8� � ENTRAINED. 15' + � �� 20 " 8" MIN. COMPACTED D11 STRUCTURAL FILL. MIN. R30' ITITITTY / PERMIT SET FOOTING -7 331-711 ' ' > � FOUL POLE TO TAKE PLACE OF LINE POST. � "FOUL POLE MAKE FENCE CONNECTIONS TO FOUL POLE ' NOTES: D 1. COLOR TO BE STANDARD RED. LOGO TO HAVE WHITE BORDER. 6' PLAN VIEW 2. CONTRACTOR TO PROVIDE DIMENSIONED DRAWING OF LOGO AND COLOR SAMPLES. 34'-11" 3. FINAL LOGO DIMENSIONS, GRAPHICS, AND COLORS TO BE APPROVED BY THE OWNER. (n J (BOTH SIDES) 4. CONTRACTOR TO "DRY FIT" LOGO IN THE FIELD FOR APPROVAL BY OWNER PRIOR TO ~0 LO PERMANENT INSTALLATION. W 0 � 6'-0" 2i �00 � BASEBALL LOGO TOP OF CONCRETE W C WO j ap 2 N.T.S. ANCHOR CURB >=WQ o MIN. 18" Q 0 0 W Q LU MAX. 10'-0" MAX. 10'-0" NOTE: F— _ = MAX.10-0 MAX.10-0 w C)W w C/�LLJ ON CENTER ON CENTER —� � ON CENTER ON CENTER 1. FOUL POLE TO BE MODEL N0. FPW420, AS MANUFACTURED BY SPORTSFIELD 0 TYP. SIDES TYP. SIDES � o w O0 o Q z 0 SPECIALTIES, INC., P.O. BOX 231, 41155 STATE HIGHWAY 10, DELHI, NY 13753 J>0� = < z (TEL: 888-975-3343), OR APPROVED EQUAL. FINAL COLOR TO BE YELLOW. 15 LJJQ�z oQ 7 }y ' 7 Y < 7>7 i y?y i }i y rr?` }? 7 'y'7t it r LL x > >� > >> , > > y > 2. FOUL POLE SHALL BE ORIENTED SUCH THAT THE WING IS PERPENDICULAR TO 7 0< Z > \� " y �� > � >>>,� THE FOUL LINE, WITH THE WING ON THE FAIR SIDE OF THE POLE. U Q OZ z 11'-0" LU 0 5�� 2 z 1- RAILS � r 5'-6" 0 >>> � r 3 FOUL POLEsS Q z >y7 N.T.S. .r fi fi 9 GAUGE CORE BLACK 8 ' > > >� y, ,' > / VINYL COATED CHAIN LINK 'ol F S � >' <' , >� FABRIC. > V� 7, 11 -0 CONCRETE ANCHOR CURB y > ' 51-611 r >> .,> > 41' HEIGHT . . >�` 9 GAUGE CORE BLACK CONNECT CHAIN LINK RAILS TO d VINYL COATED CHAIN FOUL POLE. FENCE FABRIC TO BE o > CONTINUOUS ACROSS FOUL POLE LINK FABRIC. 11 11 -0 o N0. DATE DESCRIPTION BY �7� iY> ' �'7>�°j < 5$n �7j�'�� yi�ri (7 ,y.`\7 > }> 6 LINE POSTS \ILL B7\y7Yfi ��Y %fir}i Y777r' 7�� > >7� 51-611 PROJECT NO. 719560 CADD FILE 719560 C501 Q CHAIN LINK FENCE RAIL F, w DESIGNED BY RDT o >,, 6 GAUGE CORE BLACK Qr VINYL COATED CHAIN FOUL POLE DRAWN BY RDT LINK FABRIC. " ��° � , INN CHECKED BY KFR/PS 0 8'-0" "d M 7 %' � �>' i % L 7 �� �r DATE 4/15/2025 >M \77 }r y > > r 'j yr n > fi W """,. "��"„� TURF FIELD SURFACE DRAWING SCALE N.T.S. ?, ? 4 GRAPHIC SCALE o GRADE GRADE S N LINE POST TIE " 4" INLAID BASEBALL FOUL LINE SHEET TITLE 0 U LO „ f CONCRETE FOOTING DETAIL SHEET o ELEVATION VIEW SIDE VIEW 7 OF 15 NOTES: c0 A NOTE: 0 1. CONTRACTOR SHALL PROVIDE 6" FABRIC OVERLAP. 0' 2. ALL SPACING FOR WIRE TIES AND RAIL TIES SHALL BE PER SPECIFICATION SECTION 32 3113. DETAIL SHOWS LEFT FIELD FOUL POLE. RIGHT FIELD FOUL POLE LAYOUT IS MIRRORED. 3. ALL BACKSTOP FENCING POSTS, FABRIC, TIES AND NECESSARY MATERIALS SHALL BE BLACK PVC COATED AS STATED IN SPECIFICATION SECTION 32 3113. DRAWING NO. 0 4. ALL BACKSTOP CHAIN LINK FABRIC TO BE KNUCKLED (TOP & BOTTOM). FABRIC TO BE ON THE FIELD SIDE OF POSTS. BASEBALL BACKSTOP DETAIL BASEBALL FOUL POLE PLAN VIEW C507 0 1 5. CONTRACTOR SHALL PROVIDE FOUNDATION DESIGN STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF MASSACHUSETTS PRIOR TO INSTALLATION. 3 N.T.S. N.T.S. 42 26 OF LO 38 rn ILL ti 1 2 3 4 5 6 NOTE: INFIELD LIMITS LINE GALE 1. THE TOP OF THE PITCHER'S RUBBER MUST BE 10" ABOVE WRAP SYNTHETIC TURF 4" MIN. OVER THE TOP SURFACE OF HOME PLATE. THERE SHOULD BE A ANCHOR CURB AND ATTACH PER GRADUAL SLOPE OF 1 INCH (1") PER FOOT FROM A POINT MANUFACTURER RECOMMENDATIONS 6 INCHES (6") IN FRONT OF THE PITCHER'S RUBBER TO A Gale Associates, Inc. POINT 6 FEET (6) TOWARD HOME PLATE. FROM THIS ATTACH %" THICK RUBBER SEPARATOR PAD Engineers and Planners POINT, THE MOUND SHOULD SLOPE AND BLEND INTO TO ANCHOR CURB, EXTEND 1 %" ABOVE E GRADE OF THE REST OF THE PLAYING SURFACE. CURB TO BE LEVEL WITH TOP 4" INFILL 300 LEDGEWOOD PLACE I SUITE 300 ROCKLAND, MA 02370 P 781.335.6465 F 781.335.6467 www.gainc.com FINISH GRADE AT TOP OF REFER TO DETAIL 1, THIS SHEET 90' TYP. Boston Baltimore Orlando Hartford Bedford ( ) SYNTHETIC TURF INFILL FOR PITCHING MOUND GRADING 6" 6" SLOPE = 1" RISE PER V RUN 4' 4' CROWN (SEE NOTE 1) This drawing and the design and construction features disclosed 95' are proprietary to Gale Associates,Inc.and shall not be altered or C> ;> C> C> > > 6" MIN. reused in whole or part without the express written permission of SLOB 0 DRAIN SLOP DRAIN REFER TO TURF FIELD Gale Associates,Inc.Copyright©2024 c> C> C.> C> C> c> CROSS SECTION `' > C> >C>C>C_>C>C>C>C:>C>C> C.> C> C> I> 'C) >C> .>C> 'C) >C> ' VCLAY PITCHING MOUND, TO BE DURAPITCH 8' Er J 6" PITCHER'S RUBBER MOUND CLAY AS MANUFACTURED BY READ LEVEL AREA 10" ABOVE HOME CUSTOM SOILS, OR APPROVED EQUAL. 43" / 5' PLATE ELEVATION 5' 15' 60.5' TO .. � .���...�, �. PERMIT SEn HOME PLATE 6 8 X 15 4000 PSI CAST-IN-PLACE � �'l - , GEOTEXTILE FABRIC (MIRAFI (ANCHORED) FRONT OF 34 18" CONCRETE ANCHOR CURB WITH � �"��'�'�" � 140N OR APPROVED EQUAL) RUBBER FIBER REINFORCEMENT HOMEPLATE 20 59' TO COMPACTED SUBGRADE OR ORDINARY BORROW CENTER 6 �k 4" TUFTED FOUL LINE 6' FILL AS REQUIRED. REFER TO SPECIFICATION D 8.5" 17" �� 9� COMPACTED ORDINARY BORROW 45' R=9' 17" 32' PITCHER'S MOUND U)J 5, qP NOTE: � z 0t, Lf7 O 1. ALL STRIPING TO ADHERE TO ASBA AND MIAA STANDARDS. W 0 40.00' TOL 2. FOUL LINES, ON-DECK CIRCLES, BATTER'S BOXES, AND COACHES BOXES TO BE INLAID. 00 LO BACKSTOP 3. FINAL COLORS TO BE APPROVED BY OWNER. 5' ON-DECK CIRCLE W(n W� W � BASEBALL INFIELD LAYOUT CURB 4. PITCHER'S RUBBER, BASES, AND BASE LINES SHOWN FOR REPRESENTATIVE PURPOSED ONLY. SECTION AT BASEBALL PITCHER'S MOUND WQ >o 0 5. NFHS/NCAA REGULATIONS RECOMMEND A MINIMUM 45' CLEAR ZONE BETWEEN THE BACK TIP OF HOME PLATE AND 2 0=�2 ~ Q N.T.S. THE BACKSTOP. THE LAYOUT FOR THIS PROJECT SPECIFIES A 40' CLEAR ZONE, BASED ON SITE CONSTRAINTS. N.T.S. Ur Q LLU pW = � W _� w H B 0 owLU 00 0 o zo 78' - 0" J>O� z � Z WO��z ooQ 8 - 0 13 - 0 37 - 0 10 - 6 9 - 6 �z0< z CN � � x x x x x x x x x x x x x x x x x x 0< �� `�� `` � � HOME PLATE (INLAID � W �� O x fi5' o° �, PITCHER'S RUBBER (TYP. OF 2) x J 0 ,q WHITE TURF TYP. OF 2) A � �� �/\� O Q Z x x , 18' - 0° / `` `� ` BASE STONE DEPTH TO BE A MAXIMUM OF 11" x �' r � x ACROSS EXTENT OF FIELD V /> \> M X> I (12 INCLUDING FINE GRADE AGGREGATE) > / > \� 6' CHAIN LINK FENCE o x> >/>\ x SYNTHETIC TURF SURFACE IN TURF CURB (TYP.) i PER SPECIFICATION LL X X X X X X X X X X X X X X X X X X X LOAM AND SEED TOP OF INFILL MAIN PLAYING FINE GRADE FIELD AREA r � r\ r o / / / / '`� - GREEN TURF CLAY PITCHER'S MOUND „ TAN TURF B AGGREGATE (1 MAX.) CONCRETE CURB AND FENCE PER PLAN N0. DATE DESCRIPTION BY PROJECT N0. 719560 U_ g k 4' WIDE SINGLE SWING GATE -y - -- CADD FILE 719560_C501 BASEBALL BULLPEN (ALTERNATE #4) � �� `) )",, C ` F F � F0 �_.� � ` ` ` C> C C C> , C ClC> U 3 >>>> BASE STONE c>>>c,>>"o(C'> >>>c>> c> DESIGNED BY RDT N.T.S. C> . C> C> C> C> C C> C> C> C> C> C> C�> C> C> C> C> ° " > PER SPECIFICATION DRAWN BY RDT C C C> _. C> : C> C> : C> C> C> C> C> : 0 C> : C> C> 11 C> . > . C> . C> . > C C> C> C> C> CC C> CCU CHECKED BY KFR/PS C> C,>C C C: C> C> C> SLOP > C> o > > > M C> c.> c> c.> c_> . c> Vic; ' C> c> c> C> c> : c> . . `° � ` E > . C> C c> c� : c� .�c.> DATE 4/15/2025 C14 M ` � DRAWING SCALE N.T.S. 0 pp }} C � �a GRAPHIC SCALE N r a Ya ! q 6" PERF. HDPE PIPE N "' FENCE AND ANCHOR CURB SYNTHETIC TURF r LAID LEVEL CROSS SECTION PER DETAIL 3, SHEET C506 GEOTEXTILE FABRIC (MIRAFI '� m� P , (CAPPED BOTH ENDS) o LOAM AND SEED 140N OR APPROVED EQUAL) SHEET TITLE t c"'> 10" CD 3/4" WASHED CRUSHED STONLO <> '<> > > > > .> > >C.>�>C><> 'C>>><:>>>C>>>c:> 0 <:>� <�>�� c�>� <�>�� 0� 1' vn .5%SLOPE <:>�>�>�>�.>C>�>�.>�>�>�>�.>�>C>�.F ti > > > _ BASE STONE PER SPECIFICATION '>>>.>>>>.>>>>:>>>`.>C>>°>C>>.><> ><> <> >> . > >. . >> >:>>'0 C>>'C>>'C>>'C>>'C>>'C: DETAIL SHEET 0 C> o 0 : C> C> C> c> C> C> 0 o .. 0 0 . 0 0 0 . C> 0 .. C> . 0 C> C_> C.> .. 0 0 .. 0 . 0 C> 0 c_> .. � REFER TO DETAIL 2 THIS SHEET COMPACTED SUBGRADE OR COMPACTED ORDINARY .,. , „ t<., ,.; ,. «, . ,.C ,. , � . , . t 8OF15 � . BORROW FILL AS REQUIRED. REFER TO SPECIFICATION. o A r 1, c� E "a ...W„r;,,,. ..r,ye � f,,,. `; ,.,.P •. ,.,,,W ,,.. - ,, ,,;M,.f �.,,,�, '. 1. ° ,.,. � -..,€:,r l �..,, ,�,...;w-; ';i;..r v,;,.; � :...... ;,.,, , ,re7e,,, QQ 11 � W,t y„.. ..`y 1. S, --b,,,�� �;., � ,,„. `'U,,,4, EY � ,, „�,�g ,,� ,E.,,r,. ,+", a,,,,„, ,� x } �,,,i! ^.,,,,,.,.... w .., ', � ,,,€.. y ��.E. t '" ° � r„<Y' 7/ 1 {., r.•,7;: o ,,,^, ,ti ,.t;{,„�� �.� ....,.� l ,W r<,� ( ,,.,n,, ,�,{.�„� .x t <.. f i 6 PERF. HDPE PIPE COMPACTED SUBGRADE OR COMPACTED ORDINARY 0 3/4" WASHED CRUSHED STONE LAID LEVEL BORROW FILL AS REQUIRED. REFER TO SPECIFICATION. DRAWING NO. SECTION "A-A" THROUGH (CAPPED BOTH ENDS) SECTION THROUGH BASEBALL L ti 4 BASEBALL BULLPEN LENGTH 5 BULLPEN/BATTING CAGE WIDTH C508 o N.T.S. N.T.S. 0 C:) 27 OF LO 38 rn ILL ti 1 2 3 4 5 6 ,ab4GALE 13" CONCRETE FLUSH WITH FINISH GRADE Gale Associates, Inc. PAVEMENT Engineers and Planners 300 E 6„ BACKSTOP POST ROCKLAND, MA002370CE SUITE 300 TURF P 781.335.6465 F 781.335.6467 www.gainc.com Boston Baltimore Orlando Hartford Bedford 141-111 This drawing and the design and construction features disclosed are proprietary to Gale Associates,Inc.and shall not be altered or 25' reused in whole or part without the express written permission of 7 MIN. 61-411 #4 TIES @ 4" O.C. TOP 12" Gale Associates,Inc.Copyright©2024 THEN #4@18" O.C. 13' REMAINDER. 1 OF 4#8 REINFORCING .� BARS. INLAID LOGO \—fc=3,000 PSI @ 28 DAYS AIR / fi� �` fi �`� PERMIT SET 29'-11" `a' ;` .; ENTRAINED. 28.5' (BOTH SIDES) 18" 8" MIN. COMPACTED DIA. STRUCTURAL FILL. MIN. NOTE: CONTRACTOR SHALL PROVIDE FOUNDATION DESIGN STAMPED BY A PROFESSIONAL 15' + D PLAN VIEW ENGINEER LICENSED IN THE STATE OF MASSACHUSETTS PRIOR TO INSTALLATION. NOTES: FOOTING 1. COLOR TO BE STANDARD RED. LOGO TO HAVE WHITE BORDER. U)J 2. CONTRACTOR TO PROVIDE DIMENSIONED DRAWING OF LOGO AND COLOR SAMPLES. z O 3. FINAL LOGO DIMENSIONS, GRAPHICS, AND COLORS TO BE APPROVED BY THE OWNER. Uj 00 4. CONTRACTOR TO "DRY FIT" LOGO IN THE FIELD FOR APPROVAL BY OWNER PRIOR TO W U w0 W - 00 PERMANENT INSTALLATION. > < =0 O �o 0wQ �( zw � MAX. 10'-0" MAX. 10'-0" _U) _ ON CENTER MAX.10'-0" MAX.10'-0" ON CENTER C)w U)LU ON CENTER ON CENTER w TYP. SIDES TYP. SIDES o Q w DO o O Z SOFTBALL LOGO J w0>(Do z < z � Q N.T.S. � I/WK}6�0, , CN � r , � fi? C r✓fig >�> MH O fi all 11'-0" O RAILS /// , l/ 5-611 1- ������ r �����' fififiyfi �0 >>> tfi Q fi fi7��• ' fi 9 GAUGE CORE BLACK , 4" INLAID SOFTBALL FOUL LINE 1 VINYL COATED CHAIN ' LINK FABRIC. > 11'-0"30' HEIGHT 65" LINE POST) IN Cy') ������ �� > >> >< > > > > 5-6 , }r `f 6 GAUGE CORE BLACK fi > VINYL COATED CHAIN " � > LINK FABRIC. FOUL POLE �' 0 8'-0" ° �,� �``' 4'-011w ,� �� CHAIN LINK FENCE RAIL ` ? j 7 , y }7 N0. DATE DESCRIPTION BY �? GRADE GRADE PROJECT N0. 719560 o B LINE POST TIE IN � CADD FILE 719560 C501 Q DESIGNED BY RDT O o ^,R � I DRAWN BY RDT ff"Qw,w 'Iffw CHECKED BY KFR/PS N,�' w FOUL POLE TO ACT AS CHAIN C O° ff" IN NN,N 'IN LINK CORNER POST. CONNECT DATE 4/15/2025 c�i RAILS TO FOUL POLE DRAWING SCALE N.T.S. N CONCRETE FOOTING 'INN SIDE VIEW SIDE VIEW CD SCALE C NOTES: °� 4 CONCRETE ANCHOR CURB ff 'IN �I � SHEET TITLE TURF FIELD SURFACE �� " 0 1. CONTRACTOR SHALL PROVIDE 6 FABRIC OVERLAP. U 11 CI 2. ALL SPACING FOR WIRE TIES AND RAIL TIES SHALL BE PER SPECIFICATION SECTION 32 3113. 3. ALL BACKSTOP FENCING POSTS, FABRIC, TIES AND NECESSARY MATERIALS SHALL BE BLACK PVC COATED AS STATED IN SPECIFICATION SECTION 32 3113. 10„ DETAIL SHEET 0 4. ALL BACKSTOP CHAIN LINK FABRIC TO BE KNUCKLED (TOP & BOTTOM). FABRIC TO BE ON THE FIELD SIDE OF POSTS. NOTE: 9 OF 5 0 DETAIL SHOWS LEFT FIELD FOUL POLE. RIGHT FIELD FOUL POLE LAYOUT IS MIRRORED c� A 5. CONTRACTOR SHALL PROVIDE FOUNDATION DESIGN STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF MASSACHUSETTS PRIOR TO INSTALLATION. 0 U) DRAWING NO. E L ti SOFTBALL BACKSTOP DETAIL 3 SOFTBALL FOUL POLE PLAN VIEW C509 o N.T.S. N.T.S. 0 28 OF LO 38 rn ILL ti 1 2 3 4 5 6 EDGE OF INLAID TAN INFIELD TURF, R = 60' FROM FRONT CENTER OF PITCHER'S RUBBER 24" x 6" PITCHER'S RUBBER LEVEL AREA AT HOME PLATE ELEVATION HOMEPLATE WRAP SYNTHETIC TURF 4" MIN. OVER GALE 4" FOUL LINE ANCHOR CURB AND ATTACH PER MANUFACTURER RECOMMENDATIONS Gale Associates, Inc. 8.511 ATTACH %" THICK RUBBER SEPARATOR PAD Engineers and Planners 17" �� TO ANCHOR CURB, EXTEND 1 %" ABOVE 300 LEDGEWOOD PLACE I SUITE 300 E 60' ` CURB TO BE LEVEL WITH TOP OF INFILL ROCKLAND, MA 02370 P 781.335.6465 F 781.335.6467 www.gainc.com FINISH GRADE AT TOP OF CLAY PITCHING CIRCLE, TO BE DURAPITCH Boston Baltimore Orlando Hartford Bedford PITCHER'S CIRCLE R=8' R=8' 17" SYNTHETIC TURF INFILL MOUND CLAY AS MANUFACTURED BY READ 25' � CUSTOM SOILS, OR APPROVED EQUAL. \ FACE OF CURB / This drawing and the design and construction features disclosed \ I ( ) / are proprietary to Gale Associates,Inc.and shall not be altered or 6„ reused in whole or part without the express written permission of \ 8' �� / C? C? C? \ 15 43' REFER TO TURF FIELD Gale Associates,Inc.Copyright©2024 \ / CROSS SECTION C>C C.>C C>C C C 0 0 \ 43' / 90° 3 0( 0 0( 0 � \V 0 ?CC 0 >C>` C C> \\ 3 60' // 4" FOUL LINE \ / 4" FOUL LINE .. .. _ _ PERMIT SET \\ // 8 X 15 4000 PSI CAST-IN-PLACE ys- GEOTEXTILE FABRIC (MIRAFI 3 3 CONCRETE ANCHOR CURB WITH "� '� 140N OR APPROVED EQUAL) \ 6" NOTES: FIBER REINFORCEMENT BACKSTOP FENCING/TURF CURB \\ 28 50' 24 2.5' ON-DECK CIRCLE \—COMPACTED (FACE OF CURB) / 4' 1. ALL STRIPING TO ADHERE TO FILL AS REQUIRED. REDFER TRO SPECIFICATION ORDINARY OW Nk ASBA AND MIAA STANDARDS. D N\z� � R — 13' 2. ALL LINES AND MARKINGS SHOWN NOTES: 3 TO BE TUFTED. COMPACTED ORDINARY BORROW 10, 3. FINAL COLORS TO BE APPROVED 1. ALL STRIPING TO ADHERE TO ASBA AND MIAA STANDARDS. BY OWNER. 2. INFIELD (SHOWN HATCHED) TO BE TAN COLOR TURF. — HOME PLATE 4. HOME PLATE AND PITCHER'S J 3. FOUL LINES, BATTER'S BOXES, ON-DECK CIRCLES, PITCHER'S CIRCLE, AND COACHES BOXES TO BE INLAID. � RUBBER SHOWN FOR 0 4. FINAL COLORS TO BE APPROVED BY OWNER. 8 5 REPRESENTATIVE PURPOSED z LO 5. HOME PLATE AND PITCHER'S RUBBER SHOWN FOR REPRESENTATIVE PURPOSES ONLY. ONLY. Lu � SOFTBALL HOME PLATE/ Uj Ujv~CD UJI CO � CO SOFTBALL INFIELD LAYOUT PITCHER'S MOUND LAYOUT SECTION AT SOFTBALL PITCHER'S CIRCLE >�WQ 0 o 1 N.T.S. N.T.S. N.T.S. 0 ~ UHF zwQ Q � � w oLU w w O> z B ��OD � Qo Q 60' - 0" WO�z OoZ 8' - 0" 35' - 0" 8' - 0" 9' - 0" L.L2: Z � � C X X X X X X X X X X X HOME PLATE INLAID X PITCHER'S RUBBER TYP. OF 2 W H A WHITE TURF, TYP. OF 2 >\ r r r Q X r \ r r r r % \ r r \ � x 18 0 \ / \ � \ � \ � \ \ \ \ � \ CLAY PITCHERS AREA r ' `� �' „ \ \ \ \ \ \ \ BASE STONE DEPTH TO BE A MAXIMUM OF 11 } � `> x\ \ \ `� \ \ � X 'D \ � \ x ACROSS EXTENT OF FIELD �'' �''' ` , � \\ � � (12" INCLUDING FINE GRADE AGGREGATE) t\ \ X, \ ' I 6' CHAIN LINK FENCE \ ` '`\ \ ` TAN TURF \ \ \ o \ \ \ \ \ � \> , SYNTHETIC TURF SURFACE IN TURF CURB (TYP.) � / � / < � x \ x/ , \n/ \ � � x PER SPECIFICATION \' \ TOP OF INFILL � X X X X X X X X X X X X X X X X LOAM AND SEED MAIN PLAYING 0 FINE GRADE FIELD AREA o \ \" \ \" \ AGGREGATE (1" MAX.) o r� /�%� /�, /�%� /� B \ \ �\ \ \ N0. DATE DESCRIPTION BY �? CONCRETE CURB AND FENCE PER PLAN PROJECT NO. 719560 o B 4' WIDE SINGLE SWING GATE .mow m �� r �E ,� � �� w CADD FILE 719560_C501 4 C C� C C C C ,.C�,.C�,.C>,.C ,.0 C> C> C> C> C> C> C> C> C> > c� c� c� c Q C. C.CC. CCC,. CCC. BASE STONE C?C? C) C) C) C) C) ,. C>C>C: C>C C>C": C;> 4 DESIGNED BY RDT PER SPECIFICATION c>>>c>»c> > C C) C"> C> C) ", C) C) :; C? 4 DRAWN BY RDT Q > c > C C C () c c: (> " < < < < < c>C>C:>C 11„>c>C'c>�'c>0 C>c>>'c>>'c>>'c> C r C C C r C C C r C r : C? C? CHECKED BY KFR/PS 0 C 0 0 0 0 C> C> C C> C> C> C> C> C> C> C> SOFTBALL BULLPEN (ALTERNATE #4) 2% s N.T.S. C. LOPE 0 C> 0 C> C C C> C> C> C> C> C> C> 0 0 0 4 DATE 4/15/2025 Cr <rC}CrC}Cr0 (1)CrCp>C?Cpp">C?Cp}C Cpp>C?C>C:?C>C".?C? rC>fl,, C,.> 11 ,-:1- 0 >f >f M DRAWING SCALE N.T.S. �r,� )I GRAPHIC SCALE L(7 r j � >��� � 6 PERF. HDPE PIPE > LAD LEVEL GEOTEXTILE FABRIC (MIRAFI :w ,If E (CAPPED BOTH ENDS) o FENCE AND ANCHOR CURB SYNTHETIC TURF PITCHERS RUBBER TO BE SAME 140N OR APPROVED EQUAL) s " �� , 1r�, > � � � SHEET TITLE CROSS SECTION PER DETAIL 3, SHEET C506 ELEVATION AS HOME PLATE o� 3/4" WASHED CRUSHED STONE LOAM AND SEED DETAIL SHEET .o COMPACTED SUBGRADE OR COMPACTED ORDINARY < > <: > Co <> c> c> c> c> c> c> c> c> <> C>C.>>�c>> C> o ">. > . Cr . C BORROW FILL AS REQUIRED. REFER TO SPECIFICATION. � 0 OF � 5 C r<. 0 . > 0.5/o SLOPE c c> . c c c c c : c c c c `� > » > BASE STONE PER SPECIFICATION >, C, >> >r> >rc 0 Cr> >)> Cr> > > Cr> C:r o A 0 0 0 0 0 0 0 0 0 C) < < c> c:> 0 0 0 0 c>>'c > c> c 0 0 0 c 0 0 0 0 REFER TO DETAIL HIS SHEET ' /w 1,,.... a tl E f l '�, ,� € ,�i j / { t 3, T .• f "}} €rm t ip Y l @ Y ,E ,r f' 1 > Li DRAWING NO. �"� ,�la�f., Y ! SECTION "A-A" THROUGH \_16" SECTION THROUGH SOFTBALL SOFTBALL BULLPEN LENGTH PERF. HDPE PIPE COMPACTED AS REQUIRED. ED COMPACTED ORDINARY BULLPEN/BATTING CAGE WIDTH C510 0 5 3/4" WASHED CRUSHED STONE LAID LEVEL BORROW FILL AS REQUIRED. REFER TO SPECIFICATION. 5 N.T.S. o (CAPPED BOTH ENDS) 29 OF 38 LOILL rn ti 1 2 3 4 5 6 �MEETS AND/OR EXCEEDS CURRENT NFHS IPECIFICATIONS, RULES AND REQUIREMENTSGALE 6. M 50 5/16" h: [0,91GM[ 6" Gale Associates, Inc. Patent Pen in T'yP. ALL NET ANCHORS -- 4 92 mm Engineers and Planners �! Height:Adjustable Home Plate Tray 300 LEDGEWOOD PLACE I SUITE 300 E Jl�/fl ,` "� " ROCKLAND, MA 02370 REQUETE IRED FOUNDATION OTHERS ,_ . .. .......... . . _......._. __._..................._. ......._..............._ ......__- As ........® _ P 781.335.6465 F 781.335.6467 www.galnc.com Synthetic Inflll Turf TYP. OF 6 ) ALIGNMENT NOTCH ALIGNMENT NOTCH Attachment Ledge T Boston Baltimore Orlando Hartford Bedford ��� " [ .17M[ " ����( 12"0 9Y 30" DEEP CONCRETE 1 5 /16°' [3.061IM] FOUNDATION (BY OTHERS) 4,000 PSI CONCRETE PAD . TYP. OF 6 W/6%ENTRAINED AIR. This drawing and the design and construction features disclosed l ' NOT REDID FOR INSTALLATIONS are proprietary to Gale Associates,Inc.and shall not be altered or " 3/8" Threaded Stud and Bolt for Horne ON A CONTINUOUS CONCRETE SLAB OR #4 BARS @ 12" O.C. EW reused in whole or part without the express written permission of Plate Tray Height Adjustment. Gale Associates,Inc.Copyright©2024 FOR SYSTEMS WITH EXTENSION ARMS [4,H5M[ 10-0" SQUAB 16 CONTINUOUS #4 �..� Includes Replaceable SHSRHP Schutt" ALIGNMENT NOTCH ALIGNMENT NOT PERIMETER BAR 8'-2%" INSIDE 0 (DISCUS) Hollywood Bury All Home Plate CONTRACTOR TO PAINT CIRCLE Synthetic Turf ' �° w/2'-0"x2'-0" #4 d w/3" WIDE LINE)Provided By and GROUND SLEEVE (6) s, CORNER BARS z0 w GRASS Installed By Others U > - I w "� _ p [3.564M] �c 0 PERMIT SET 140 5ft°" it i L' r i d V ru r � I { Z•/ ro u�,, r�r �.;�/ ( r II„ 7 r / r �!n IV':,<2/ p."' ,r''I fi r ! � ,, Ca '9 i,.l 9r I}f,J. �! ' I,/.�. 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M 9 � (,,:r 1 II !I ff �. / ,��:.,1 ) l ,f,„ �,}' y:.. � I,�,�r :,;� ,, r ,�-;, „�;kr , �.x'`i a) ) ,,,/ (Y,; r, �, ;.I, J, „�nc% ,�y:,�)7 `�-i J'� :7 ,.1 l i��l� r ,f J ,...,,n Frr i ��:, .Y ,. ,,,�;� 1 �;:,Y ,� ..+ z�� (�i'a ?,.} / 3 11 D � I 1 . �� �." a ,�;,.�1 .,� }! ',�, r r�b�1� ��.�. ,i,t,, �';E.l„� �, k', .r�, :", �' 2 ,,t z; r',,.r ./;,:. / DRILL HOLES 11 Draina a Pia 2.057M1 g —Concrete ALIGNMENT NOTCH [ J FOR DRAINAGE (By Others) 81. (TYP. OF 4 IN _ [4.115M] ...... ____ CIRCLE INSET Finish Grade (Top of Horne Plate/Infill) 162"° ) GROUND BR..EE rIE "rOFb C!)J rfoii BOLTfALIGNMENT NOTCHES Height MUST BE INSTALLED PER ....................................................................................................................................................... L J NO°YPE FOUNDATION REOLIpREM9"NTS .._ LAYOUT DIAGRAM TO ALLOW Top OF GROUND SLEEVES INSTALLED AT BASED ON LOCAL CODES Y4" CRUSHED STONE O T M GROUND FOR PROPER ORIENTATION OF FINMH GRADE AND SOIL.. CONDITIONS L U y w "-3 SQ� .-- — SLEEVE UPRdGHT POLE ���� �/ L0 PROP, XE:TARYANDCONFIDENTIAL PREPARED SUBGRADE U J U)LJJO W 00 FIelDRAWmA*ISP-Ir7 LE PRO HPFS Home 'Plate Forming System v=J�Q 0 �o OFSP R'rSFIELQ, PIE IAWIIC INC. NOTE: (REFER TO SPECIFICATIONS) XqYWHOLE LE ItM4 T TH It~V PAR r IY A.-A �EN 0 W Q PERMISSION OF SPOR-�FIELD u,PF<InLrIES uN.. Is arraHlseTEra. Not To Scale Sportsfield Specialties Inc.018062020 1. CONTRACTOR TO INSTALL PERMANENT SLEEVES, WITH REMOVABLE CAPS, FLUSH WITH THE SURFACE, TO ALLOW FOR PROPER INSTALLATION OF THE SPECIFIED DISCUS CAGE. _ C)LU �w _� w ~ > ow00 0 p z0 (:DHOME PLATE FORMING SYSTEM DISCUS CAGE LAYOUT DISCUS PAD DETAIL J>0p z � z N.T.S. (:DN.T.S. N.T.S. w Q(nz 0 O Q �ZOQ N z � = o UQo� 0 0 LU � � z J� O 330' �—0 z 30' 300' 30' -7-�— le 150' 3' RADIUS .... ............................. .. .... .... . .... ............................. .... ... 54' � CJI 53'-411 - 0T - W� - K -Ofi 09 Ofi- K- Off- Ol - 9" SPOT AT 2'x 4" LINE (TYP.) — CENTER OF °' FIELD o �30 w 132' 60' I Q o 195' 53'-4" 23.33' 9' 160' NO. DATE DESCRIPTION BY CD QO PROJECT NO. 719560 LL III`-) B �30 CADD FILE 719560_C501 iiii iiii iiii iiii iiii iiii iiii iiii iiii iiii iiii iiii iiii iiii iiii iiii iiii iiii iiii iiii Q — DESIGNED BY RDT 0 36' 30' DRAWN BY RDT Q 53'-4" m - 1 0 - 2 0 - 30 -4 0 50 4 0- 30- 2 0- 1 0 - CHECKED BY KFR/PS 0- L — DATE 4/15/2025 LO M DRAWING SCALE N.T.S. LO 0 3 GRAPHIC SCALE LO (TYP.) COACHES' BOX APPROX. 16' SAFETY ZONE PERIMETER SHOWN FOR INFORMATIONAL PURPOSES ONLY SHEET TITLE LO SPECTATOR RESTRAINING LINE SHOWN FOR of INFORMATIONAL PURPOSES ONLY, 10- (TYP.) ti NOTES: NOTES: DETAIL SHEET 1. ALL STRIPING TO ADHERE TO ASBA, NFHS, AND MIAA STANDARDS. 1. ALL STRIPING TO ADHERE TO ASBA AND NFHS STANDARDS. 11 OF 15 UA 2. FIELD EXTENT TICK MARKS TO BE INLAID ONLY, NO OTHER LINES TO BE TUFTED/INLAID/PAINTED. 2. FIELD EXTENT TICK MARKS TO BE INLAID ONLY, NO OTHER LINES TO BE TUFTED/INLAID/PAINTED. 0 00 3. FINAL COLORS SUBJECT TO APPROVAL BY OWNER. 3. FINAL COLORS SUBJECT TO APPROVAL BY OWNER. DRAWING NO. E L ti 4 SOCCER STRIPING DETAIL 5 FOOTBALL STRIPING DETAIL C511 o N.T.S. N.T.S. 0 S 30 OF 38 LO rn ti Li 1 2 3 4 5 6 GA L E VARIES TOP RAIL 1.66" (FACE TO FACE) CONCRETE FOOTING TOP O.D. 10' HIGH VINYL COATED Gale Associates, Inc. NET POST SET IN SLEEVE f f£££f 1'-6" DIA. °,�° CHAIN LINK FENCE (TYP.) g ` F'" >>fgg> '``' 2" O.D. Engineers and Planners w°}r,} )}r}r}r}r}r,)f'}r}r}r}�'}�:)}r,} )}r}r}F}�> 2'-6" SQ• 300 LEDGEWOOD PLACE SUITE 300 { CONCRETE FOOTING BASE ROCKLAND, MA 02370 E �'�>>F>F>F>F>,F F>F>F>'3 x8l PANEL FRAME �:r`y'�}r}r}r�jr}r} F�' F}}}�`� `� � �.. GATE POSTRANSOM P 781.335.6465 F 781.335.6467 www.gainc.com >F,, PAVEMENT, REFER TO TENNIS `' 3" O.D. PLAN COURT SECTION 10' Boston Baltimore Orlando Hartford Bedford 9" (TYP.) 9" (TYP.) 101-011 This drawing and the design and construction features disclosed are proprietary to Gale Associates,Inc.and shall not be altered or NET TIGHTENER reused in whole or part without the express written permission of r F x'xF r 10' Gale Associates,Inc.Copyright@2024 NET POST AND LACING ROD <>> TENNIS NET 21' F> 18" DIA. TOP COURSE " L N BY " WIDE BASE LINE ENTER MARK 01 GATE FRAME 2 �,4,F BINDER COURSE PERMITO.D. SET NET POST SET IN SLEEVE BOTTOM RAIL 1.66" O.D. CONCRETE FOOTING BASE - POUR INTO UNDISTURBED SUBGRADE 10' 4'-0" MIN. TYPE A.2 COMPACTED 2" WHITE PAINT 12' `' X GRAVEL BORROW 18 LINES � 4'-0" (TYP.) v :6„ NET HEIGHT: 01 � ��' STANDARD TENNIS COURTS: NOTE: � ° ' E NETS SHALL MEASURE 42 INCHES AT THE NET POST "? "; AND 36 INCHES AT THE CENTER OF THE COURT. U)J 1. GATE HEIGHT SHALL BE ` > 0 Z 8'-0" WITH TRANSOM FOR L1 °� L1 °° '�, � ��' � ,�" � �,`� ��� � �,� 12" OF 4" CRUSHED STONE NE POST TYP. 0 � 10'-0" HIGH FENCING. 6 (TYP.) (TYP.) 21' W= 00 1 4- 1-4-0 SECTION NET POST LOCATIONS: CONTROL U�� � � 42'-0" CL TO CL STANDARD COURT. NET STRAP 21� JOINT (n WQ > o ANCHOR (TYP.) O=�� 0 W Q (S E DETAIL) (,C o ^ Q W � 8 (TYP.) COURT E w -��Ljj> w C/)LU o Qw0 O z0 CONTROL 0 o — SINGLE LEAF GATE TENNIS COURTS TENNIS NET POST JOINTS 78' JO00 z � z 1 N.T.S. N.T.S. 21 w Q U)Z Q u a '13-6" 13'-6" N �Z0 (TYP.) (TYP.) LU $" WIDE x 2" SAWCUT CONTROL JOINT. FILL W/ J~ 0 SIKAFLEX OR APPROVED EQUAL, APPLY THIN SERVICE 0 Z LAYER OF SAND OVER JOINT MATERIAL TO z LINE ALLOW FOR BETTER ADHERING OF SURFACE 44 9" (TYP.) 18' 2" WHITE PAINT LINES SEE TENNIS COURT SECTION 10' 1 � " CONCRETE FOOTING co 1'-3" (BELOW PAVEMENT) 4'-6" 27' 4'-6" 1' DIA. CENTER STRAP ANCHOR o DIA. ALIGN PIN WITH TENNIS NET A 36 21' NOTES: NET LINE o PLAN �� 20, 0 1. PAVEMENT CONTROL JOINTS TO BE INSTALLED BETWEEN EACH COURT AND ALONG NET LINES. rL 10 3.5' NO. DATE DESCRIPTION BY 2. CONTROL JOINTS SHALL BE INSTALLED WITHIN 72 HOURS OF FINAL PAVING. (D t PROJECT NO. 719560 9" (TYP.) CADD FILE 719560_C501 TENNIS PAVEMENT CONTROL JOINT 3.5' 10' 3 N.T.S. LIQUID APPLIED ACRYLIC 10' CHAIN LINK FENCE EDGE OF PAVEMENT PICKLEBALL STRIPING PER U.S.A. PICKLEBALL DESIGNED BY RDT 0 1'-0" SURFACE SYSTEM ASSOCIATION STANDARDS. STRIPING COLOR DRAWN BY RDT Q DIA. TOP COURSE TO BE BLACK. M CHECKED BY KFR/PS oBINDER COURSE DATE 4/15/2025 cn LIQUID APPLIED ACRYLIC SURFACE SYSTEM DRAWING SCALE N.T.S. ° � CENTER STRAP ANCHOR NOTES: N 1 1/2" BITUMINOUS SURFACE COURSE GRAPHIC SCALE 0 4'-0" TYPE A.2 COMPACTED 1. NEW TENNIS COURTS TO INCLUDE INSTALLATION OF NEW POSTS, NETS STRAPS W/ANCHORS AND FENCING. 2" BITUMINOUS BINDER COURSE GRAVEL BORROW " CONCRETE FOOTING 2. COURT INTERIOR TO BE RED. COURT EXTERIOR TO BE GRAY. CONTRACTOR TO SUBMIT A SCALED COLORED .. " .. 10 REUSED RECLAIMED ASPHALT WITH SUPPLEMENTAL SHEET TITLE `.F TENNIS MARKING PLAN FOR OWNER APPROVAL. LO o DENSE GRADED CRUSHED STONE, AS NEEDED f' — EXIST. SUBGRADE of 12" OF 4" CRUSHED STONE 3. ALL MEASUREMENTS ARE OUTSIDE TO OUTSIDE OF COURT LINES. 1'-3" SECTION 4. ALL FENCE MEASUREMENTS ARE rL TO rL. DETAIL SHEET COMPACTED SUITABLE 5. INSTALL CONTROL JOINTS BETWEEN COURTS AND ALONG NET LINES. 2 OF 5 NOTE: SUBGRADE SOIL U) �? A 1. BINDER COURSE AND SURFACE COURSES SHALL BE o INSTALLED PERPENDICULAR TO EACH OTHER. U) 0) 2. TENNIS COURT BITUMINOUS CONCRETE SHALL CONTAIN DRAWING NO. 0%RECYCLED ASPHALT AND 0%RECYCLED SHINGLES. TENNIS COURT SECTION TENNIS NET CENTER TRAP ANCHOR 36' x 78' STANDARD TENNIS COURT WITH PICKLEBALL C512 0 N.T.S. N.T.S. N.T.S. (D S 31 OF 38 LO ILL ti 1 2 3 4 5 6 6" CAST-IN-PLACE 10' (TYP.) CONCRETE CURB (TYP.) PEDESTRIAN GATE LE 10'-0" MAX. 10'-0" MAX. NOTE: SEE LAYOUT PLAN FOR LOCATION OF GATE IN PANELS RIP RAP (MaSSDOT STONE Gale Associates, Inc. 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'. '. :. t,>r..f'.f This drawing and the designand construction features disclosed `rf f f,'v,>y)f f f f f f f f,'v,• )r'v>v, �"f 'wf'f5/'. 'f.'>f`rf'"rf'' v r ,^ r r V" r V& r" �" r ��,r �",r �„� r' .. n >r..,>r,:•..; f,vF�}),r..,> v„�. ,r a�. „,r'>.'r ,r a, r u ,r a. r a. „r a ,r a, r ., f ,vf CENTER RAIL 1.66 O.D. v, .�vf'>,, � t. � t � t. � t. � t � t. � t � t. �, , .- . .. .- .' ,: ,. .. •:, � are proprietary to Gale Associates,Inc.and shall not be altered or `vf f,''v>t>„>t•tf f f f f f� f f f f f f t'v�" \ . f , , reused in whole or art without the express written permission of >v,>v.,>>yf',fyf`:f`:f� f f f f f f f f,'v r �.,r,r �„r r,l r,r �„r .vY'r �„r .."Yr .. p p r>f'F'F'F>f>f>f>f>>F; LACK VINYL CLAD °: ... . :-. - •. . . '. ••. .., . .. .. Gale Associates Inc.Co ri ht©2024 PY g 10 n 'f,}t>t>t>t>f>,) -0 �y>f>t>t>�>>f>>f>y>�>}t� /`� erg r'r���r� ��,rrr r�r� r�.r� r�rr�,.,,s�r� r�,rr�,,,;� '' t : : .. � . •: ` : ., . t>'''.'}f'>�,)>f>i>y,y>,>f.,,>C �.....`.,' +f. r.^�„1,�r�1.,�.c�1,�r�..1.,�r�1.,�r.�..1,�r�,1,�.c;�1., '. • . •.: .,' :• f;,y, rYl;.r VARIES � ,. . . .. . GEOTEXTILE F,>f 8-0 1.75 FENCE FABRIC r, 151 �� 7 , r 0 r FILTER FABRIC 1.75 FENCE FABRIC ,�����f��f{><>�><, '' ^'>°� ^'>>^'>>^'>�.^'>� >�.,^'>�"'`�, • . `.`�.....". r y;l,,"ryr1 y`�....,.` . . ;: ��"A 55 yrr> rt>f?f d ,` "` r ; /`� D ' <F' r CORNER POSTS 4r >• O.D. ``� � . . • . . � PERMIT SEn IXr ,, rr,arrrrr,r. , �� - BOTTOM RAIL 1.66 O.D. 1 _ 1 GATE FRAME 2 O.D. „ 1 / 2/ CLEAN STONE �� ,r r r ,r. ,:1' ��„r>�1"�t r>�r"�t r��1 . . .. .. .. •. . . (BANK RUN GRAVEL) 'r.' FINISHED GRADE 6 \, >rl rr> ylrr„r 4 Syr , yr ,r ; 4�PERFORATED HDPE PIPE \ .7r„Yl 7y1,.7:uyl lr�'�yJl l ��l \'... .. t r r r> r .r> r r> 1 r> r r> 1 r> r "r> ;r a 6" „ „ „ �;,. (REFER TO PLAN FOR SIZE/INV.) D `r `,r `r `r `r a D 4'-0" I I 3� 6�� (TYP.) I I I I I I 4'-0" (TYP.) VARIES D L1 L1 REFER TO PLAN 6 (TYP.) � 40' D n`o D O , ^ 41,-0„Q 6�� ( YP.) NOTE: o o D 1 W 0 00 (TYP. ON LINE AND 4 ,1'-4"Q LO CENTER POSTS) INFILTRATION TRENCHES SHALL BE CONSTRUCTED IN Uj U~O W � NOTES: (TYP., GATE POSTS) w w � oo ACCORDANCE WITH MASSACHUSETTS DEPARTMENT OF 10- (TYP.) > WQ o 1. EACH OF THE PEDESTRIAN GATES SHALL CONTAIN A FROST-FREE LATCH ASSEMBLY ENVIRONMENTAL PROTECTION (MADEP) STANDARDS 2" PAINTED WHITE 0 7'-0" RECESSED CIRCLE WITH TOE BOARD O=�� C W Q WITHOUT DROP RODS, INCLUDING LOCKS AND THREE (3) SETS OF KEYS. CIRCLE (TYP. OF 2) PER DETAIL 2, THIS SHEET (TYP. OF 2) (D Q W 2. FENCE FABRIC SHALL HAVE 1.75 OPENINGS FOR TENNIS. O> z U)LU Lu 0-1 >00 0 oQo 1 10 FOOT HIGH CHAIN LINK FENCE 2 INFILTRATION TRENCH 3 SHOT PUT PRACTICE AREA DETAIL w0(Dz IL. oQ N.T.S. N.T.S. N.T.S. �z 0� O � � C UQO= O O �W� J� O �0 z 2: SHOT SHOT PUT TOE BOARD REFER TO SPECIFICATION STONE DUST MIX(AASHTO B B #10) LANDING AREA SHOT PUT CIRCLE SHALL BE MODEL TFSWRING AS CONCRETE CURB, TO BE INSTALLED MANUFACTURED BY SPORTSFIELD SPECIALTIES, APPROVED 34.92° PARALLEL TO SECTOR LINE (TYP.) EQUAL. CONTRACTOR SHALL DRILL A MINIMUM OF FOUR (4) 2" WIDE PAINTED SECTOR LINE HOLES THROUGH PAD (3/4"0 MIN.) WITHIN CIRCLE FOR DRAINAGE. 0 SHOT PUT STOP BOARD a FIRMLY SECURED WITH IT'S 10-0" SQUARE a ° INSIDE EDGE COINCIDING o �, a a °. WITH THE INSIDE EDGE OF 7'-0"O(SHOTPUT) z SHOT PUT CIRCLE _ CO z w CAST-IN-PLACE CLAY/STONEDUST CAST-IN-PLACE a ° 7'-0" DIAMETER CIRCLE WITH STONEDUST MIX Uj o SOD DISTURBED CONC. MIX SURFACE CONC. � a ° a a #3 @ 12 O.C. EW � �N 0 AREAS 5 0 %" CHAMFER, TYP. PROJECT DNO.E DESCRIPTION 719560 BY U_ g o ° a METAL RING EDGE SURFACE (AASHTO #10) = o (CONTINUOUS) (CONTINUOUS) o ° ° CADD FILE 719560_C501 SAWCUT LINE DEPTH OF 4" STONE DUST SURFACE DESIGNED BY RDT U f f y 0 71 0 a CONCRETE PAD FOR DRAINAGE IN J DRAWN BY RDT Co _ „ � : v„ „ „,„ � � „„ " �. " ---. .. -. ..� .. � .. .� .. ..� � � ..� .. .. 6 DENSE"GRADED CRUSH. STON .. ..� ..�.. .� ..� � . INSIDE RING DIA.a G cn = ° „ " uu. " Q a ADDITION TO DRILL HOLES CALLED r III U w .......... a OUT IN SECTION A DETAIL. • „ " „ „ „ a „ CHECKED BY KFR/PS "' GEOTEXTILE ~ DATE 4/15/2025 a ��� DRILL HOLES 1 In FILTER FABRIC „ ` q FOR DRAINAGE 1 TYPICAL „ " PREPARED 2-#4 CONT. DRAWING SCALE N.T.S. `O SUBGRADE GRAPHIC SCALE N 5' 5' 4,000 PSI CONCRETE PAD 1 12 W/6%ENTRAINED AIR. MIRAFI FILTER FABRIC 140N 10, TYPICAL TYPICAL OR APPROVED EQUAL. AGGREGATE BASE COURSE SHEET TITLE 0 0i CONTINUOUS #4 NOSE BAR AGGREGATE BASE co w/2'-0"x2'-0" CORNER BARS. COURSE (2A MODIFIED) LO NOTE: PROPOSED SHOT PUT VENUE SHALL BE @ EACH CORNER. INSTALLED IN ACCORDANCE WITH NATIONAL DETAIL SHEET FEDERATION OF HIGH SCHOOL SPORTS (NFHS) 13 OF 15 Cl) LATEST RULES AND REGULATIONS. U) 0 A U 0 U) 0) DRAWING NO. E L ti 4 SHOT PUT LAYOUT 5 SHOT PUT PAD (SECTION A-A) 6 SHOT PUT LANDING AREA (SECTION B-B) C513 0 N.T.S. N.T.S. N.T.S. 42 co 32 OF 38 LO rn ti U_ 1 2 3 4 5 6 CLEAN WATER CLASS Al RIPRAP SPLASH DISCHARGE BLOCK V DEPTH FULL LENGTH OF STANDPIPE TO BE FILTER CLOTH GALE WRAPPED ' 4' -2" MESH HARDWARE CLOTH AND THEN WRAPPED IN 15" GEOTEXTILE FILTER FABRIC PUMP DISCHARGE „ , • �„ �, , ,. , w Gale Associates Inc. ' Engineers and Planners . A/ SILT SOCK. 2 STAKES 12-36 PERFORATED /V� �° PER BALE OR 6' O.C. 300 LEDGEWOOD PLACE I SUITE 300 E /\ PVC PIPE X\'' FOR SOCKS ROCKLAND, MA 02370 �, P 781.335.6465 F 781.335.6467 www.gainc.com �\ \, • Boston Baltimore Orlando Hartford Bedford BAG PLACED HIGH STRENGTH i B-B ON %" STONE DOUBLE STITCHED ! � Y•Y 'I SEWN IN SPOUT "J" TYPE SEAMS /\/j /\ 10'-0" MIN. SQUAR This drawing and the design and construction features disclosed VA /AA � are proprietary to Gale Associates,Inc.and shall not be altered or •r reused in whole or part without the express written permission of HIGH STRENGTH ���A� A/� 4XCAVATED�. -� Gale Associates,Inc.Copyright©2024 STRAPPING FOR //\ ; V�/' AREA P DEWATERING HOLDING HOSE IN //V } \ V/ � �` � ,� �'��`�, k�'��` },}' Y� •` Y4" CRUSHED 10 PLACE \//A / 1, BAG �� �� ,, �, STONE ` WATER FLOW FROM BACKFILL PIT \ \ \ • WITH 2" WASHED PUMP \j//// /\ 1 1,.11 \ STONE FILTER / MATERIAL PERMIT SEn /jam/ WATER- //A/ NOTE: FILTER CLOTH CLASS Al RIPRAP PUMP DISCHARGE \OVA \�\ COVERS ENTIRE INSIDE 15' HOSE / / TIGHT CAP jA PLAN VIEW VA/A OR PLATE FACE OF STRAW DIKES. OPENING l� �, I ACCOMMODATES \ \ } Y � �� EXISTING } Jr } � > �" }', ' I ,' I � 11 .( I TOP VIEW UP TO 4" / GROUND DISCHARGE HOSE n n 24- 72 2 WASHED (TWICE DIAMETER OF STANDPIPE) STONE BASE z EXCAVATED . •. � AREA LLLLL���� NOTES: 24" FLAT BOTTOM z O LO 6" OF%" DOUBLE 0 1. PIT DIAMETER TO BE A MINIMUM OF 2 TIMES THE DIAMETER OF THE STANDPIPE. �7 3/4" CRUSHED w= 00 WASHED CRUSHED FLOW `l: 2. A BASE OF FILTER MATERIAL CONSISTING OF CLEAN 2" STONE SHOULD BE PLACED STONE W U wCJ) 0 WLO STONE SIDE VIEW �SNI IN THE PIT TO A DEPTH OF 12". AFTER INSTALLATION OF STANDPIPE, PIT SHOULD \ 00 BE BACKFILLED WITH SAME FILTER MATERIAL. �� Z�Q � o O 3. STANDPIPE TO EXTEND 12-18" ABOVE TOP OF PIT AND FILTER MATERIAL TO '; EXCAVATED Q EXTEND A MINIMUM OF 3" ABOVE EXPECTED STANDING WATER ELEVATION AREA �CD~ z W DRY RIPRAP =Cl�� Q N CLASS Al CROSS-SECTION B-B 0 2i ry C)w C~/)LU LU w ow00 0 p z0 DEWATERING BAG DEWATERING SUMP PIT TEMPORARY DEWATERING BASIN J>Oo z � z 1 N.T.S. N.T.S. N.T.S. w Q U) O O Q N �z0� z � � C UQo� 0 0 �W��� � z Jo O �0 z Qz GOALPOST BASE COMPONENTS, BASE PLATE, ANCHOR BOLTS PER SYNTHETIC TURF DIR CTICNAL MANUFACTURERS SPECIFICATION WIND FLAG POWDER COATED YELLOW 0' WHITE FINISH 0 GOALPOST BASE ACCESS FRAME IIISIDE DII9w 90 - EXTEND SPECIFIED CRUSHED STONE �°� GH SCHOOL P(�ZITION PATENADJ ET SIGN F � 6-#8 HOOKED VERTICAL BARS, EQUALLY (SEE SPECIFICATION) PATENTED DIN ���,�-01�� ATOP FOUNDATION TO SURROUND �� 4" O.D. U8` WALL I PRE GHT THAT ALLOWS FOR A TRUE VERTICAL SPACED EACH FACE. HOOKED LEGS GOAL POST ACCESS FRAME, ALL SIDES ALUMINUM UPRIGHT HEI��I.r°1 ADJUSTMENT OF THE UPRIGHT WHILE STILL_ @ TOP-REFER TO DETAIL (SEE "'FABLE) MAINTAINING SQUARENESS AND DISTANCE #3 SQUARE TIES @ 10" O.C. VERTICALLY O I m B!ETYWEEN CROSSBAR/UPRIGHT CONNECTION WITH THE USE OF PRECISION FRICTION .> 1'-17„ C.� > C.> C_> ..> a a C_� a C.> C_a TEXTURED SURFACES A 8 C.> . C.> }._> } , .> > SCH. 40 ALUMINUM FIT TE T R D � RF RATHER THAN CROSSBAR _�. e LOCKING ING ROLL PINS. e e e e e }� CSC. . . .>C>� C>� C>� C>C. . C>� ��. �_ .._ — }., a .fy„ . 0 , 0 0 �..�...,, ,. 6" CH. 40 } } �, C) ca } > A ALUMI',NUM e e rl '> �.,.} / < �; <> C> C> .... C> C) C) C) C) :.. C) C...) ADJUSTRIG'HIT{ �'�� � � �:; C.> , <.> C.> C..>,,C..>,:,C.�,,C.> : C.� C.> C.� OOSEt+JECK N0. DATE DESCRIPTION BY C.� �. V�'r'_O" Goos NECK � t I T aD } i } } UPRIGHT �ADJU�THtlEN -- LL ,,� } ("SEE TARLL) a a PROJECT NO. 719560 B �. } } FINISH GRADE OPTIONAL GPAFIT �„ ? 2° CLR• CADD FILE 719560_C501 } )) ,ACCESS FRAME > ,.. .., ,- C w I T h 4�-6�� TYP. DESIGNED BY RDT fl � �� DRAWN BY RDT Q ,} � � �'� �, ., � � %� > ¢girl I� Iit�^� C�PCr� �C� r� o '�N HF i TURF CHECKED BY KFR/PS } } } T`CwIIL�rNSION FROM IIrIITIdM / IA o � pop oY �� �H C�hET" DATE 4/15/2025 6'-6" c� > �... NUR AT ArHMEt CY)M > 2CLR � HT _ HOOKED #8 VERTICAL BARS, EA. FACE. �� �� SYSTEM _ � �_ } � ,ADJU�TRIG �_ r�F T r' H LT uH a' I` DRAWING SCALE N.T.S. }° - COLLEGE ��� ww j I" PVC DRAIN STUB FOR } ( ) }N EQUALLY SPACED NOT ALL SHOWN �- > > 4000 PSI MIN CAST IN GE GRAPHIC SCALE ':� } o - �� }..a} '� PLACE CONCRETE #CLR LCCATICNs POSITIVE CONNECTION • CON i ;. } >}C14 . TO SUBSURFACE 12" THICK BED OF DENSE GRADED DRAINAGE SYSTEM HIGH SCHOOL 3" CLR `` � 0 S } CRUSHED STONE BOTTOM AND ALL90LE (LOCATIONS (INSTALLED BY OTHERS) 3 6 � }' � o,� TYP. ( ) } C , SIDES 4'-6" SHEET TITLE > _,� �. • w mm ,p NOTES: o _ G I nU 6 - LID ' r oI > > > .> } , > > }., > > } > } , ,,... AIRE } } } } } }. }} } } } ANTI POTATION 1. CONTRACTOR SHALL PROVIDE FOUNDATION DESIGN STAMPED BY A LID - PROFESSIONAL ENGINEER LICENSED IN THE STATE OF MASSACHUSETTS AIND, SOIL C.ONp��r�����.S PRIOR TO INSTALLATION. DETAIL SHEET DETAIL ADJUSTABLE CROSSBAR � MINIMUM RECOMMENDED 14 OF 15 UNDISTURBED, ACCEPTABLE, PROOFROLLED, FOUNDATION, DIAMETER = 3'-0" 2. GOAL POST FOUNDATION IS NOT CONSIDERED A COMPRESSION MEMBER, 0 A SQUARE EXISTING SOIL OR COMPACTED STRUCTURAL THEREFORE SEISMIC TIES NOT REQUIRED. FILL BELOW STONE o NOTE: COLOR TO BE YELLOW. DRAWING NO. L ADJUSTABLE BASE PLATE L 4 FOOTBALL GOAL POST FOUNDATION (ALTERNATE #9) 5 MOUNT GOAL POST (ALTERNATE #9) 6 SECTION A-A C514 2 N.T.S. N.T.S. N.T.S. 0 33 OFLID 38 rn ti li 1 2 3 4 5 6 ,ab4GALE Gale Associates, Inc. PLACE NON-WOVEN GEOTEXTILE FILTER 3/4" CHAMFER Engineers and Planners FINISH GRADE GRASS OR FABRIC BENEATH GRATE, INSIDE STRUCTURE NYLO LAST NOTES: 300 LEDGEWOOD PLACE I SUITE 300 E LANDSCAPE AREA F� CATCH BASIN GRATE H-20 LOADING L-DOCT11 IR N ROCKLAND, MA 02370 (VARIES, PER PLAN) ( ) FINISH GRADE (VARIES) 1.2 DIMENSIONS ARE FOR REFERENCE ONLY 8"x8"x 5'-6" LONG WOOD POST @ P 781.335.6465 F 781.335.6467 www.gainc.com ACTUAL DIMENSIONS MAY VARY 6'-3" CENTER TO CENTER. ALLL Boston Baltimore Orlando Hartford Bedford 5 WORK SHALL CONFORM TO DIMENSIONS ARE IN INCHES , ;«� AASHTO DESIGNATION M11, AND CONCRETE COLLAR AT GRATE MEETS H-20 LOAD RATING ) � \` MASS HIGHWAY DETAIL 401.1.0. 0 : C C �� �d �� C �� C C'; �� C �� C �� C �� C' .�: PAVEMENT, QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 O This drawing and the design and construction features disclosed D� are proprietary to Gale Associates,Inc.and shall not be altered or GRADE 70-50-05 5/8" DIA. x 12" LONG CARRIAGE p p permission � '�� � '�� "'��, � � �`' '��, �'��, � PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT � / ' reused inwhol le so i without o express 0of � � � � � � � � � �� Gale Associates,Inc.c. py g 02024 BOLTS (TYP) 4 BOLTS es In co ri ht= LOCKING DEVICE AVAILABEL UPON REQUEST 7, � 7, � 7, � 7, � 7, � 7, �,r� � 7, .�„7, , � , , , , .� , A" �A" REQUIRED PER POST. c�C' .i; 2�_6�� ��, \ , BASE STONE N GRASS \ \\\\ \\\ \\ \ �DQNaT pATERW p � DRAINS TO WATERWAYS i 4"X 12"X 8'-0" LONG PVC DRAIN BASIN j WOOD GUARD RAIL (DIAMETER VARIES) 4"/6"/8"/12"/15" 018.64 FINISHED GRADE VARIES PERMIT SET NOTE: D O Is r ) t �✓ RR. HDPE FOR STRUCTURE LOCATIONS, SEE DRAINAGE PLAN. INVERT ELEV. 3-0" � /V jV \ \ V VARIES 1.25 �� x r FROM00, \ COMPACTED DENSE � 1 IF j F G � NOTE: ALL CARRIAGE BOLTS, NUTS D AA\V\\\ \ \\\\\\\ _ _ GRADED CRUSHED , i a &WASHERS TO BE GALVANIZED & 2.75 + STONE ALL WOOD POSTS & RAILS TO BE PRESSURE TREATED. SECTION ., , �J O O z0 � O LU00 NI- 022.13 W�W� 00 "TI- C), 0 �o WQ �(D Qw � inLU _ w LU 18-INCH STANDARD w00 0 � zo PVC DRAIN MANHOLE OR CATCH BASIN GRATE PVC BASIN TYP. WOODEN GUARD RAIL DETAIL UJ>00 az 1 2 � � 3 w00 N.T.S. N.T.S. N.T.S. LL Q(n� O= z0 � UQo� 0 0 LU � � z Jo O �0 z Qz LIGHT POLE. FINISH TO BE COORDINATED ° WITH ARCHITECT. POLE SHALL BE SET BACK ° co 30" FROM STREET, BERM, CURB OR SHALL MATCH EXISTING CONTRACTOR TO SUPPLY GALVANIZED HANDHOLE FACING AWAY FROM OR PERPENDICULAR TO STREET OR PARKING ° LOCKING MECHANISM AND CHAIN. AREAS ° ° 0 12'-0" 12'-0" ANCHOR BOLTS. VERIFY BASE COVER m QUANTITY, SIZE E BOLT a CIRCLE DIAMETER WITH 1/4"0 RE-BAR NO. DATE DESCRIPTION BY C__ MANUFACTURER °' 4" LV. Q SCH 40 HOT- DIPPED 4'-0" 4'-0" 4'-0" 4'-0" o g GALV. CROSSBAR. 72" MIN ° �� 2" x 2" SQUARE GALVANIZED PROJECT N0. 719560 U 3/4" CHAMFER 4• STEEL BREAKAWAY POST CADD FILE 719560_C501 .,,�v rti7 �,7v, �v rti7 O O If, 6" NOM.0 SCH. 40 HOT- DIPPED � F 11`_',PED F,?A"O ` ° 3„ DESIGNED BY RDT 4 NOM. Q SCH 40 HOT- DIPPED Uj I I III III III (I III III III FINISH GRADE 8 X1 GALV. OR STAINLEES Q b, GALV. BRACE SUPPORTS. TO BE "' FINISHED GRADE �I II II II I II LI(II I I11�I II II II II III III 111111.11111111I_ 4 MIN. ° DRAWN BY RDT o ALV. SLEEVE-POST. 2'_0" STEEL CORNER BOLT REFLECTIVE BAND (TYP) ( < 3'-9" -1 1=1 1=) (=1((=1 1=) ' 91 II--I111I.—I \ CHECKED BY KFR/PS SHOP WELDED) a _ SURFACE VARIES w — — ° a DATE 4/15/2025 o 11 II I" SCHEDULE 40 PVC 6 -0" 1 1 DRAWING SCALE N.T.S. 7'-6" ° 2_'X2_" PERFORATED oCONDUIT. UNLESS INDICATED Q GALV412 GA STEEL GRAPHIC SCALE N OTHER WISE ON SITE PLAN ° "' CONCRETE BASE �� 4'-0" TUBING BREAKAWAY ANCHOR 5" NOM.0 TERMINAL ' HINGE POST FILLED ° 36" ° ° WITH CONCRETE o NOTE: ° 3000 PSI CONCRETE SHEET TITLE U ROUND °a cI 1. PARKING LOT BARRIER DOUBLE GATE SHALL BE ALO ' ONE WAY SWING BARRIER THAT SHALL SWING 18" 41DETAIL SHEET NORTHWESTWARD AS SHOWN ON SHEET C101. 0 15OF15 2. INSTALLATION TO INCLUDE LOCKING HITCH POSTS FOR HOLDING GATE IN OPEN POSITION. 12 0 A U 0 U) DRAWING NO. E L 4 VEHICLE GATE DETAIL 5 WALKWAY LIGHTING BASE DETAIL 6 SIGN POST FOUNDATION C515 N.T.S. N.T.S. N.T.S. 2 0 34 OF LO 38 rn ti IL 1 2 3 4 5 6 , " .-m._.. NORTHr C)�/�,,'), . . . . . . . . . . . . . . . . . . : *. *. . �i,E I'lli I'v'I�...I 1'I'v'I .I ' ' ' • • . . . . . • . *. ,aOG, LE D v'I , . .A 10000� ' r < ,V,J:: `I °I 6, 61 ' ( r h`I I III r " " ,, .. / I 1 �., `�I,..I , � 1,,,, �� l �„ , �� „ ^,, N, ��;P l�l I'' w �I , Gale Associates, Inc. " gp� i .. J1 A and Planners ' i(1,`` I,f I �i I, �. R1 fI1 �^ Engineers I� l , G,, SUITE 300 11 ROCKLAND MA 02370 �1l1�u.uu.u,u,u,u,u,u,u,u,u,u,u,u,u„, ° ...,.,. "{r. 781 335 6465 F 781.335.6467 1nc com / ., u� / . , ��� u�u�u�u�u�u u�u�u�u�u�u i 9 rig" J ° , 1 /1 vvvvw. a' „��u ��, ,IIIll .. r � „�u� 11�1 „° �•..{� Boston Baltimore Orlando Hartford Bedford "v �..., s �..� � I; ���� .11,111,111,1111, : i 1; "" "�'u"� ..,< �., �I "1 (/ �L ��„ ..,�."I "� � . ., ., .. s , �'.. Ru,�Q II .M. � , r „"^,fE nununu�u�u�umu�u�u�u�u�u ,,, , ,. „ , ., � I�I I I ,.r.;,,, .,,. nG 0 .• �r I'll ft� �u�u�, l., a°Wx / �1 , „ ,,,, 'I This draw and the de and construction features disclosed " 40 .,,,.. l� , „ . ��j r` ..; ` drawing a sign ,., , ,. ,, ° .., .... .,.. .. ,,, Y 1,mu �, e proprietary to 0 C/Er i:' ^ a"1 F are Gale Associates Inc and shall not be altered or -" 1 I/1 h l reused in permission of r111­111,{, a .� I 1"� , i'w. ^ ,,..- e or part w e express ten pe „ ^ "` 1 `' ,"" �`� - � �r. I � .a. .. .. � whole without the written �11 �' � A °°/ { �' w ' � �// `� Gale Associates,Inc. py g 02024 �� / ,, I. I1�t ", , ,.,, E., 1. ILe'( +� 11111--_ �, I ,. . a " J ") I / °° ," I V�. .°„ Ir"'lk1i I �11'/ I I m °" �� �,r,,t.W:.r �. 11", �, �I I \ ._1. ' 1. j 1 �, 1,,,�1�! r // ,. 11 I 1 I'1' IF t;;, , . w,I��/ ; ' Il r,l6°°I � A 1 0 ,) %� j , . i 111 11 - �� 1 ( � 1 A i XI j I' I / PERMIT SEn .C ���� 1 I r �ttl ^ , t , 1. C) C, �> n w ; ; �1 /� ,/ �,,Id � I • ,: , }, r 50 SHEET FLOW �, >r", r 41I • /r-. , t ._. k,, 111 �, SLOPE = 0.60% �� r. 11 B i I1 I . U!'v M I �;. ��,; p D ; I`I , I t I 14 1)1,'1 � .I'�` l�� 11_ �Ir,l r° ;- �„ ° ,I , I i I 1`�k �... , �, , '` 111.1' w1.1,11 / 12 I' I • \ . �, . r/5, CD ,r` r X1 (' ;, f' I' 1, , i *, . 1 .,� ° " ), ~"I W.. I O I ,� F ,� I 1 , 1f �.��, I /�1 I : . LO �^ , I �� � °a � I/�"¢, r� ° A B , I �I. EWS 1 � . > , LU � 1 _ , _ I � w;. .r h I � 00 00 ...,.. 11 ­11, " 1 , k > 389 SHALLOW FLOW 273,778 SF 1.)�I"I I I1 1... 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' 1 �" tV,, 1'1'`I �b r ,'ll p}� DESIGNED BY RDT Q " '�,1 /� C�� �� _ '1`I��� ,F " `I ,"�� DRAWN BY RDT Q "' � � ,�` M 91 �,.:.. � ' 11 �� 106 SHALLOW FLOW �'� . C NCI �) �� �" / �� ��� °°I ., '''% I1 I �, ��, I'll m 54 1, tii CHECKED BY KFR/PS o \ . rl. r,r" , y 1� -",", � �.../ SLOPE = 0.53/a E{ � �� I'1I „ 1 a'1 V 1 { Nu R ' SHALLOW / 11 �» �, 11, .. ,I11 �I-...... l ,�ly� r DATE 4/95/2025 1-:4 . " I �1'' ' I � I Id 1 �pUI �1�� ��i � �,� .�."�`. mN=11 ,F... .� I FLOW , �� A-B r DRAWING SCALE 9"=50' I/ 1�'r I �:I', �I ... ,i...� 1 SLOPE _ °" 50' SHEET FLOW . N ,III ���,�:, ..i/ �' 6.54°/a r, GRAPHIC SCALE LO � .l°,:> ," ♦ B SLOPE = 0.80% ,I ii 1;:1 �I I1` I,,..._`I 1 I 1 1 r�^/t '"��,,w.a r lZ;) " � 11 �I "6 . \1'I I ,,,,*,,, . ® r. � I1 ,I,'/.._. o so' l oo' ® , EWS 2 �'_' 48 452 SF A �� ) r� "° 11 „ , f) .m . °1:1 ` . 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""I ............ t ­11111 4 ,� .� I I C) (0 37 OF 38 LO I I I 0') � � r- _:_� ILL 1 12 3 14 5 6 ELECTQICAL LEGEND I GENERAL NOTES ELECTRICAL SPECIFICATIONS " ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ELETRICAL ALL ELECTRICAL EQUIPMENT (LIGHT FIXTURES, PANELS, CONDUIT, WIRE, ETC.) GALE I. PERFORM ALL WORK IN ACCORDANCE WITH NATIONAL AND STATE GROUND FAULT INTERRUPTING (GFU TYPE DUPLEX CONVENIENCE OUTLET. Ii ELECTRICAL CODES, LOCAL ORDINANCES, AND REQUIREMENTS OF THE WIRING CONSTRUCTION MATERIALS SHOWN OR REASONABLY IMPLIED ON THE AND RACEWAY SHALL BE PROPERLY SUPPORTED WITHIN TRENCHES. MOUNTED 18" ABOVE FINISHED FLOOR DRAWINGS TO COMPLETE THE INSTALLATION IN A SATISFACTORY AND 9WP INSPECTOR. CODES INCLUDE BUT ARE NOT LIMITED TO WP - DENOTES TO BE PROVIDED WITH A WEATHERPROOF "IN-USE" ' 1 " I �' USABLE MANNER, THE CONTRACTOR SHALL GUARANTEE ALL OF HIS WORK FOR ONE YEAR COVER 1 " a. NATIONAL BUILDING AND ELECTRICAL CODES AFTER THE DATE OF WRITTEN ACCEPTANCE BY THE OWNER AGAINST ALL b. STATE CODES ALL WORK SHALL BE IN A MANNER TO COMPLY WITH THE REQUIREMENTS DEFECTS IN MATERIAL AND WORKMANSHIP, ALL SUCH DEFECTS APPEARING FUSED DISCONNECT SWITCH. SIZE AND RATING AS INDICATED ON c. LOCAL TOWN BY-LAWS AND AGENCY REQUIREMENTS, OF THE TOWN OF WELLESLEY. THE WISHES OF THE LOCAL FIRE WITHIN THE GUARANTEE PERIOD SHALL BE PROMPTLY REMEDIED WITHOUT Gale Associates, Inc. DRAWINGS 1 DEPARTMENT AND ANY LOCAL OR STATE BODIES HAVING JURISDICTION. CONST OF OWNER. ALL ELECTRICAL EQUIPMENT INSTALLATIONS SHALL BE UNITED STATES PATENT #7,784,636, ISSUED AUGUST 31, 2010 GUARANTEED TO OPERATE SATISFACTORY. THE CONTRACTOR MUST VERIFY eel"" "'),nd UNITED STATES PATENT #8,016,149, ISSUED SEPTEMBER 13, 2011 2. MATERIALS DATA OUTLET MOUNTED 18" ABOVE FINISHED FLOOR OR AT EQUAL ELECTRICAL CONTRACTOR SHALL OBTAIN A PERMIT AND PAY ALL PERMIT EXISTING CONDITIONS AND LOCATIONS IN THE FIELD, PRIOR TO SUBMITTING HEIGHT TO ADJACENT RECEPTACLE. ELECTRICAL CONTRACTOR SHALL AMPS OR LESS OR CONDUCTORS MARKED AWG ttl4 THROUGH ttl SHALLLL AND INSPECTION FEES FOR HIS WORK, A PROPOSAL. FAILURE TO DO SO SHALL NOT RELIEVE THE CONTRACTOR 300 LEDGEWOOD PLACE I ROCKLAND, MA E Q FURNISH AND INSTALL (2) FLUSH MOUNTED FACEPLATE WITH MODULAR MAIN ALUMINUM LID a. ALL WIRING SHALL BE COPPER; CONDUCTORS WITH AMPACITIES OF 1 FROM PERFORMING THE WORK REQUIRED UNDER THIS CONTRACT. 02370 f'781.335.6465 f::781.335.6467 PJ45 DATA JACK(S) WITH (2) 8/C tt24 AWG, CATEGORY 6, DATA CABLE SYNTHETIC INFILL TURF (PAD LOCKABLE - OPTIONAL NAILER BOARD ALL MATERIALS SHALL BE NEW AND U.L. LISTED. THIS CONTRACTOR SHALL www.gainc.com . . (INSTALLED BY OTHERS) SUPPLIED BY OTHERS) (INSTALLED BY OTHERS) BE 60°C (UNLESS EQUIPMENT IS LISTED FOR HIGHER TEMPERATURES) PER PORT FROM EACH OUTLET INDICATED ON THE PLANS TO CONDUCTORS OF HIGHER AMPACITIES OR LARGER GAUGES SHALL BE 75°C. DO ALL CUTTING AND PATCHING REQUIRED AND SHALL REMOVE DEBRIS THE CONTRACTOR SHALL ADJUST HIS WORK AS REQUIRED TO AVOID EQUIPMENT ENCLOSURE. REFER TO 2014 NEC art. 110,150(l)(a)(3), FOR TYPE "NM" CABLE, SEE FROM THE SITE. CONDITIONS NOT SHOWN ON PLANS WITHOUT ANY FURTHER COST TO THE """Jo , 1;"'A ilmor"; ork.al o 1 PARAGRAPH (b) BELOW. OWNER. 0 SITE LIGHT FIXTURE (AS INDICATED ON DRAWINGS) EQUIPMENT MANUFACTURERS SHALL BE NOTED ON THE DRAWINGS AND IN b. WHERE TYPES "NM" / "NM-B", "NMC E "NMS" ARE USED, THEY SHALL HAVE THE SPECIFICATIONS. ANY SUBSTITUTIONS SHALL BE APPROVED BY THE THE CONTRACTOR AFTER INSPECTING THE PREMISES AND THE DRAWINGS HH HANDHOLE SYNTHETIC INFILL TURF' ` AN ALLOWABLE AMPACITY AS LISTED IN THE 60°C (140°F) COLUMN IN THE ARCHITECT/ENGINEERS. SHALL CALL TO THE ATTENTION OF THE ENGINEER ANY LACK OF THE This drawing and the design and construction features disclosed SPACE OR CLEARANCE REQUIRED BY THE VARIOUS EQUIPMENT BEFORE ATTACHMENT LEDGE 2014 NEC TABLE 310.150)(16), REFER TO 2014 NEC art. 334.80. are proprietary to Gale Associates,Inc.and shall not be altered or ALL FEEDER RUNS TO HAVE NO MORE THAN 4-90 DEGREES BENDS. THE CONTRACT IS SIGNED. ` CIRCUIT BREAKER STAINLESS STEEL reused in whole or part without the express written permission of I120A I � PROVIDE HAND HOLES FOR FEEDER RUNS WITH MORE THAN 4-90 2024 BOTTOM VALUE DENOTES NUMBER OF POLES G/ TOP VALUE DENOTES BREAKER RATING HARDWARE c. GENERAL BRANCH WIRING SHALL BE TYPE "MC" CABLE FOR INTERIOR Gale Associates,Inc.Copyright© IP WIRING. EXPOSED BRANCH CIRCUIT WIRING SHALL BE IN "EMT', DEGREES BENDS OR OVER 150'. ALL HAND HOLES TO BE IN ACCESSIBLE THE CONTRACTOR SHALL REMOVE RUBBISH AND DEBRIS RESULTING FROM cl LOCATIONS. HIS WORK ON A DAILY BASIS. THE JOB SITE MUST BE LEFT CLEAN AND CONCRETE BACKING TIDY AT THE END OF EACH WORKDAY. RUBBISH NOT REMOVED BY THE CURRENT TRANSFORMER d. ALL PRODUCTS AND DEVICES SHALL BE NEW AND BEAR THE CONDUIT BENDS TO HAVE MINIMUM RADIUS OF 10 TIMES THE DIAMETER CONTRACTOR WILL BE REMOVED BY THE GENERAL CONTRACTOR AND (INSTALLED BY OTHERS} UNDERWRITERS' LABORATORIES LABEL, DEVICES SHALL BE OF THE CONDUIT. THERE WILL BE BACK CHARGES TO THE CONTRACTOR. SPECIFICATION GRADE. COLOR OF DEVICES SHALL BE COORDINATED TRANSFORMER WITH THE ARCHITECT. ALL DISTRIBUTION CONDUIT OR CONDUIT INSTALLED 18" BELOW GRADE ALL CONDUIT, RACEWAY, AND ELECTRICAL APPARATUS SHALL BE CONDUIT EXPOSED TO OUTDOOR WEATHER SHALL BE HEAVY WALL INSTALLED AS NEATLY AS POSSIBLE AND IN SUCH A MANNER AS TO 3. PERFORM ALL WORK IN A WORKMANLIKE AND TIMELY MANNER SUBJECT TO GROUND CONDUCTOR SUB-BASE GALVANIZED STEEL. CONDUIT COUPLINGS SHALL BE COMPRESSION TYPE. AFFORD MINIMUM INTERFERENCE WITH OTHER TRADES. "' '-= '' THE APPROVAL OF THE ENGINEER. MATERIAL ALL DISCONNECT SWITCHES, POWER PANELS, AND CIRCUIT BREAKERS ALL CONDUIT SHOULD BE SUPPORTED A MINIMUM OF 6 FEET ON CENTER 4. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INSURANCE, ® ALUMINUM SHALL BE CLEARLY IDENTIFIED. AND WITHIN 3 FEET OF COUPLINGS IN COMPLIANCE WITH CODE PERMIT SEn DIGITAL SUNSET 120-277 TIME SWITCH 2 CHANNEL ASTRONOMIC LIGHTING LEVELING BRICK 3/16 ALUMINUM LEVELING PERMITS, FEES AND BACKCHARGES REQUIRED FOR THE PERFORMANCE OF REQUIREMENTS. ETC] CONTROL WITH (2) SINGLE-POLE, DOUBLE-THROW OUTPUT DRY CONTACTS CONSTRUCTION DIVIDER PANEL BOLTS HIS/HER WORK, ALL ELECTRICAL EQUIPMENT AND WORK EXPOSED TO OUTSIDE WEATHER TORK nEWZ201C WITH OPEN BOTTOM SHALL BE WEATHERPROOF (NEMA 3R). ALL JUNCTION BOXES AND SUPPORT BOXES ARE TO BE SUPPORTED CPC PHOTOCELL DIMENSION FROM TOP FOR DRAINAGE PURPOSES 5, ELECTRICAL CONTRACTOR SHALL COORDINATE THE ELECTRICAL WORK WITH OF SYNTHETIC TURF FACTORY PROVIDED 3/8® DIA ALL OTHER TRADES. ANY CONFLICT SHALL BE PRESENTED TO THE GENERAL CONTRACTOR SHALL PURCHASE AND MAINTAIN SUCH INSURANCE THAT NO FLEXIBLE ELECTRICAL METALLIC CONDUIT (GREENFIELD) SMALLER THAN HOMERUN TO PANEL AS INDICATED ON DRAWINGS ATTACHMENT LEDGE TO TOP LOCKABLE CIRCULAR PERFORATED DRAIN HOLES CONTRACTOR AND ENGINEER PRIOR TO INSTALLATION OF WORK. WILL PROTECT THE OWNER AND ENGINEER FROM AND AGAINST ANY 1/2 INCH SHALL BE USED UNLESS SPECIAL PERMISSION IS GRANTED. OF COMBOXS + GASKET HAND HOLE COVERS CLAIMS, LOSS, COST OR DAMAGE FOR INJURY OR DEATH TO PERSONS 6. PANEL DIRECTORIES SHALL REFLECT THE WORK PERFORMED UNDER THIS OR DAMAGE TO PROPERTY INCLUDING COST OF LITIGATION AND THE AMPACITY OF THE MULTIPLE CONDUCTORS IN ONE CONDUIT SHALL BE D CONDUIT STUB I-I/4" HIGH FLEXIBLE CONTRACT. PANELS SHALL BE PROVIDED WITH TYPED DIRECTORIES. ATTORNEY'S FEES) IN ANY MANNER ARISING FROM, INCIDENT TO, RATED PER NEC TABLE 310.15(B)(3)(a).WIRE BREAK GASKET SEALS 7. ALL PRODUCTS SHALL BE GUARANTEED FOR ONE YEAR AFTER ACCEPTANCE CONNECTED WITH, OR GROWING OUT OF THE WORK TO BE PERFORMEDUNDER THIS CONTRACT, FURNISH CERTIFICATIONS OF INSURANCE IN THE ALL CONDUIT BREAKERS SHALL BE THE BOLT-ON TYPE. (FACTORY PRE-INSTALLED - BY OWNER. AMOUNT REQUIRED BY THE OWNER AND LISTING THE OWNER AND THE POWER WIRING / CONDUIT BOTH INTERIOR & ENGINEER TO BE HELD HARMLESS, ALL LIGHT SWITCHES AND RECEPTACLES ARE TO BE RATED FOR 20 EXTERIOR PERIMETERS) 8, ALL WIRING AND EQUIPMENT ARE DEPICTED DIAGRAMMATICALLY. FINAL AMPS. (MINIMUM) TELEPHONE WIRING CONDUIT o LOCATIONS SHALL BE DETERMINED IN THE FIELD AND ANY CONFLICTS SHALL ALL POWER AND LIGHTING WIRE SHALL BE MINIMUM NO. 12 AWG COPPER DIMENSION FROM I -3 /4 BE BROUGHT TO THE ATTENTION OF THE ENGINEER. OR AS OTHERWISE INDICATED ON THE DRAWINGS, (TYPE "THWN") ANY EQUIPMENT, RECEPTACLES, OR ANY LIGHT FIXTURES INSTALLED MUST U)J BOTTOM OF SYNTHETIC 05.75") BE IDENTIFIED ON THE DIRECTORY CARD WITH THE DATE IN THE ABD�Cv /������ NOTATION TURF ATTACHMENT LEDGE 9. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY THIS CONTRACTOR SHALL SPECIFICALLY NOTE THAT THE ELECTRICAL ELECTRICAL AND POWER PANELS. TO BOTTOM OF COMBOXS +Iv 2m0 POWER AND LIGHTING. SPECIAL PURPOSE POWER REQUIREMENTS SHALL BE DRAWINGS ARE INTENDED TO INDICATE ONLY THE EXTENT z 0 � as PAID FOR BY THE TRADE REQUIRING SAME. (WELDERS, COMPRESSORS, ETC.) DIAGRAMMATICALLY, THE GENERAL LOCATION AND CHARACTER OF THE WHEN INSTALLING ELECTRICAL PANELS, IT IS THE RESPONSIBILITY OF THE W iW SYNTHETIC INFILL TURF (1 ) WORK INCLUDED. WORK INTENDED BUT HAVING MINOR DETAILS OBVIOUSLY CONTRACTOR TO IDENTIFY ALL THE CIRCUITS ON THE DIRECTORY CARD CC=' ` M REVISION TAG ATTACHMENT LEDGE 10. SHOP DRAWINGS SHALL BE SUBMITTED ON ALL ELECTRICAL EQUIPMENT, G IV�rLO 1 - DENOTES REVISION NUMBER BEFORE PROCUREMENT OF EQUIPMENT. OMITTED OR NOT SHOWN IN THE DRAWINGS ARE FOR IDENTIFICATION WITH THE DATE. ONLY. THE BALANCING OF THE LOADS ON THE PANELS SHALL BE THE w U W O W Op OVERALL '= RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ALL ELECTRICAL COLOR CODE FOR CONDUCTORS FOR SECONDARY FEEDERS AND BRANCH \ w ABBREVIATIONS ; : I" PVC DRAIN STUB FOR 11. ALL NEW WIRING INDICATED ON PLANS SHALL MATCH THE AMPACITY OF THE EQUIPMENT AND CONTROLS NOTED "BY THE OWNER" THROUGHOUT THE CIRCUITS ARE TO BE AS INDICATED BELOW: / Q 0 O HEIGHT POSITIVE CONNECTION CIRCUIT BREAKER INDICATED AT THE HOMERUN. WHERE NO BREAKER SIZE IS ELECTRICAL PLANS WILL BE FURNISHED BY ANOTHER DIVISION OF THE 0=�� Q AFF ABOVE FINISHED FLOOR �" — � INDICATED, THE BREAKER SHALL BE 20AAP WITH n12 AWG CABLE. W CONTRACT BUT SHALL BE RECEIVED AND INSTALLED BY THE ELECTRICAL PHASE 120/208 VOLT 277/480 _ ''�-- 2 -6 � �nrvTTF TO SUBSURFACE �_~ z W 1, 6"" CONTRACTOR. A---- BLACK BROWN AFG ABOVE FINISHED GRADE (30') (I8') DRAINAGE SYSTEM 12. WIRE AND CONDUIT SIZES INDICATED ON HOMERUNS SHALL RUN CONTINUOUS B---- RED ORANGE _� Q (INSTALLED BY OTHERS) THROUGHOUT CIRCUIT. ALL SIZES REGARDING PROTECTION, FEEDERS, AND CONTROLS ARE BASED C---- BLUE YELLOW CC _ DW DISHWASHER LJJ ON THE PRELIMINARY DESIGN DATA. ELECTRICAL CONTRACTOR TO REVIEW NEUTRAL WHITE GRAY w G �\w w 13. CONDUITS AND CIRCUITRY INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC EXISTING AND NEW NAMEPLATE DATA, MOTOR RATINGS AND LOADS GROUND- GREEN GREEN o 0> z � EC ELECTRICAL CONTRACTOR PROPRIETARY AND CONFIDENTIAL 3 z THE INFORMATooN CONTARNED RN THIS 3500 C o�1 o x® + ONLY. FINAL LOCATION OF CONDUITS SHALL BE FIELD COORDINATED SO AS REQUIREMENTS AND PROVIDE ANY NEEDED ADJUSTMENTS. Q�\\V 0 0 C 0 DRAWING IS THE SOLE PROPERTY OF TO AVOID CONFLICTS WITH OTHER TRADES. ELECTRICAL METALLIC CONDUIT ALONG WITH COMPRESSION CONNECTORS J/0�n Z Q EX EXISTING TO REMAIN SPORTSFIELD SPF0ALnFS INC. ANY WITH PATENTED INFILL RETAINER SYSTEM THE CONTRACTOR SHALL VISUALLY SURVEY THE PREMISES BEFORE AND COUPLING MAY BE USED IN DRY AREAS ONLY,. V O Z WITHUTTHEREPRODUCTION FF PARTRM AS WHOLE 14. ALL 120 VOLT BRANCH CIRCUITS WHEN 100 LINEAR FEET OR MORE FROM W 0 WITHOUT THE WRaTTEN PERMVSSRCJN OF SUBMITTING HIS PROPOSAL AND F THERE ARE ANY DISCREPANCIES Z O Q ER EXISTING RELOCATED SPORTSFIELD SPECIALTIES VNC.IS LAST OUTLET OR FIXTURE IN CIRCUIT TO RESPECTIVE PANELBOARDS SHALL BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS HE SHALL TO ASSURE EFFECTIVE GROUNDING, ALL CONDUIT, EQUIPMENTS, AND METAL 0� C) N = PROHIBITED. NOT TO SCALE SPORTSFIELD SPECIALTIES INC 11012014 BE A MINIMUM OF nIO AWG COPPER WIRE(S). CONSULT THE OWNER/ENGINEER FOR CLARIFICATION, ON SUBMISSION OF ENCLOSURE SHALL HAVE A CONTINUOUS PATH TO GROUND WITH z 0Q Z ED EXISTING TO BE DEMOLISHED V HIS PROPOSAL IT SHALL BE AGREED BY ALL PERSONS INVOLVED THAT SUFFICIENTLY LOW IMPEDANCE TO LIMIT THE POTENTIAL ABOVE GROUND, C ETR EXISTING TO BE RELOCATED C O M B O X DETAIL 15 LAST OUTLET OR AFIXTURE IR NUI CIRCUITIWHEN TO ORESPECTIIVE PANELBOARDS SHALL W WRITING B Y THE OWND WILL ER/ENGINEER.INSTALLED AS HE SHOULD OR AS FAMILIARIZE ODIFIED AND CIRCUI TO TS.FACILITATE THE OPERATION OF THE OVER CURRENT DEVICES IN Q MM�-- C:) O SCALE: NOT TO SCALE BE A MINIMUM OF tt10 AWG COPPER WIRE(S). HIMSELF WITH THE SCHEDULE OF CONSTRUCTION, SHOP DRAWINGS FOR ~_�0 z EXR EXISTING TO BE REPLACED ALL SPECIFIED EQUIPMENT, MATERIAL, ETC. SHALL BE SUBMITTED FOR STANDARD WIRING SHALL BE OF THHN INSULATION AND THWN INSULATION w NOTES: 16. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LIGHTING APPROVAL PRIOR TO THE PROCUREMENT. FOR AREAS WITH HIGH MOISTURE. NO TW INSULATION IS PERMITTED. J 0 EXP EXPLOSION PROOF FIXTURES COMPLETE WITH MOUNTING ACCESSORIES TO MEET PROJECT = z I. COMBOX SHALL BE SPORTSFIELD SPECIALTIES 3500 COMBOX CONDITIONS, PROVIDE AN EQUIPMENT GROUNDING CONDUCTOR IN ALL DISTRIBUTION THE PROJECT WILL NOT BE CONSIDERED COMPLETE UNTIL AS-BUILT GC GENERAL CONTRACTOR WITH INFILL RETAINERS SYSTEM (OR EQUAL) 17, THE ELECTRICAL CONTRACTOR SHALL VERIFY FIXTURE MOUNTING AND EXACT POWER EQUIPMENT AND PANELS. DRAWINGS WITH HOME RUNS IDENTIFIED ARE RECEIVED BY THE OWNER. Q 2: IG ISOLATED GROUND 2. ALL 3500 SERIES COMBOX ELECTRICAL / COMMUNICATIONS AND LOCATIONS AGAINST LANDSCAPE ARCHITECTS PLANS AND DETAIL DRAWINGS. EXACT LOCATION OF LIGHT FIXTURES SHALL BE COORDINATED IN THE ALL CONTRACTORS MUST FOLLOW STANDARD OSHA LOCK-OUT AND MC MECHANICAL CONTRACTOR MULTI-PURPOSE JUNCTION BOXES AND ACCESSORIES SHALL BE FIELD. TAG-OUT PROCEDURES. INSTALLED AS RECOMMENDED PER MANUFACTURER'S WRITTEN 18. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE INSTRUCTIONS AND AS INDICATED ON THE DRAWINGS. SELECTIVE ARC FLASH/ COORDINATION STUDY. ALL CONDUIT SHALL BE SIZED ACCORDING TO CODE UNLESS OTHERWISE WHERE A CONFLICT ARISES BETWEEN THE SPECIFICATIONS AND THE OFCI OWNER FURNISHED, CONTRACTOR INSTALLED NOTED ON THE DRAWINGS. MINIMUM SIZE TO BE USED IS 3/4". DRAWINGS THE WORST CASE SCENARIO SHALL PREVAIL. PC PHOTOCELL ALL DISTRIBUTION EQUIPMENT AND PANELBOARDS SHALL BE MANUFACTURED TR TAMPER RESISTANT ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE BY EATON / CUTLER HAMMER. LATEST NATIONAL ELECTRICAL CODES, AS WELL AS THE LATEST WP WEATHERPROOF MASSACHUSETTS ELECTRICAL CODE, LOCAL FIRE DEPARTMENT AND OSHA ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR A REQUIREMENTS. COORDINATION/ARC-FLASH STUDY AS PART OF THIS CONTRACT. ALL ELECTRICAL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE PROJECT SPECIFICATIONS AND MANUFACTURERS EQUIPMENT DATA AND ALL OTHER DRAWINGS RELATED TO THE PERFORMANCE OF THE WORK. 15 KVA, FLOOR MOUNTED, DRY TYPE, D.O.E. 15 KVA, FLOOR MOUNTED, DRY TYPE, D.O.E. 2018 COMPLIANT TRANSFORMER, VENTILATED C3 COMPLIANT TRANSFORMER, VENTILATED WITH 48OV. DELTA-PRIMARY 120/208V., WITH 48OV. DELTA-PRIMARY 120/208V., 15 KVA, FLOOR MOUNTED, DRY TYPE, D.O.E. NO. DATE DESCRIPTION BY 30-4W WYE SECONDARY W/ (6) 2-1/2% TAPS 30-4W WYE SECONDARY W/ (6) 2-1/2% TAPS C3 COMPLIANT TRANSFORMER, VENTILATED 120V 120V LPT-2 WITH 480V. DELTA-PRIMARY 120/208V., B SPORTS LIGHTING SPORTS LIGHTING PROJECT NO. BRANCH CIRCUITS BRANCH CIRCUITS 3a-4W WYE SECONDARY W/ (6) 2-1/2`g TAPS CADD FILE (SEE SHEET E3A) — — (SEE SHEET E3B) — — — CONTACTOR PANEL PANEL CONTACTOR PANEL PANEL FUTURE PANEL PANEL DESIGNED BY ANC BOX #I "HPS" "LPS" BOX tt2 "HPB" "LPB" CONTACTOR "HPT" "LPT" DRAWN BY ANC BOX 23 IOOA. 100AF I 225A. IOOAF I IOOA. IOOAF CHECKED BY VADJR M.L.O. 50AT M.L.O. 50AT M.L.O. 50AT DATE 1/8/2025 EXISTING HANDHOLE, FOR EXACT LOCATION, SEE SHEET EI.IA DRAWING SCALE AS INDICATED _ n10 BARE 3/4"C., 4n8 E InIOGRD. _ tt10 BARE 3/4"C., 4tt8 IttIOGRD. _ tt10 BARE 3/4"C., 4tt8 GRAPHIC SCALE EXISTING 2" CONDUIT COPPER GROUND I COPPER GROUND I COPPER GROUND E 1nIOGRD. WITH 41/0 E Itt1/OGRD. 3/4"C., 3nIO E 3/4"C„ 3nIO 3/4"C., 3tt10 E IttIOGRD, IttIOGRD, IttIOGRD. SHEET TITLE NEW PAD MOUNTED NEMA PAD MOUNTED NEMA 4X PAD MOUNTED NEMA 4X 4X EQUIPMENT ENCLOSURE ttl EQUIPMENT ENCLOSURE 42 EQUIPMENT ENCLOSURE 93 ELECTRICAL SITE PLAN e SOCCER FIELD / TRACK as BASEBALL FIELD o TENNIS COURTS PART "A" V2"C., 4TWO E Ittl/OGRD. EXISTING HANDHOLE, FOR EXACT LOCATION, SEE SHEET EI,IA A I vV 2'C., 4tt1/0 E InVOGRD. EXISTING 4" CONDUIT WITH 4"C., 4tt500KCMIL Itt3GRD. r — — — — — — — — — — — — — 4tt500KCMIL Z Itt3GRD. I OOA 40 0A EXISTING HANDHOLE, FOR EXACT 3 LOCATION, SEE SHEET EI.IC j DRAWING NO. I I est.1972 EXISTING I 600A.,277/480V„ 30-4W I VINCENT A. DiIORIO, INC. MAIN SWITCHBOARD P A Q T I A L P O W E Q ONE-LINE CONSULTING ENGINEERS SCALE NOT TO SCALE 89 Access Rd. Suite 18 EO Norwood,MA 02o62 (781)255-9754 I vadjr@vadeng.com WWw.vadeng.com 1 OF 4 1 2 3 4 5 6 LOCATION: ENCLOSURE PANEL: 'NPS° VOLTAGE: 277/48OV., 30-4W IOk AIC MOUNTING: SURFACE RATING: IOOA TYPE OF MAIN: M.L.O. 42 POLE aALE "Hp" DESCRIPTION VOLTAMPS a � CKTS Uj a VOLTAMPS DESCRIPTION LC 0A 0B 0C L o o LL 0A 0B 0C "SII" 1880 - 20 3 1 2 3 20 - 1880 'SI2' Gale Associates, Inc. ---- 1880 - - - 3 4 - - - 1880 ---- r� rir�r„ r" ),nd 1lr�r�r,rr 1880 - 5 6 - - - 1880 ---- 300 LEDGEWOOD PLACE I ROCKLAND, MA EXISTING FIRE DEPARTMENT ' E � TOP VIEW 02370 I 781.335.6465 1781.335.6467 "SIO' 1880 - 20 3 7 8 3 20 - 1880 "S9' - www.gainc.com ---- 1880 - - - 9 10 - - - 1880 ---- 0 0 o-Ji.]l�r��,r" �JrJ%.rrdrT J l%.r�f�Tr�� 1880 - - - II 12 - - - 1880 ---- SPARE - 20 1 13 14 1 20 - SPARE \\ EXISTING SCOREBOARD �\ SPARE - 20 1 15 16 1 20 - SPARE \\\ This drawing and the design and construction features disclosed \ \ \ are proprietary to Gale Associates,Inc.and shall not be altered or SPARE - 20 1 17 18 1 20 - SPARE \\\ \\ reused in whole or part without the express written permission of \\\\ "I I�" Gale Associates,Inc.Copyright©2024 SPARE - 20 1 19 20 1 20 - SPARE I-1 LC SPARE - 20 I 21 22 I 20 - SPAREFf \\ SPARE - 20 1 23 24 1 20 - SPARE ° + j SPARE - 20 1 25 26 1 20 - SPARE ` \ SPARE - 20 1 27 28 1 20 - SPARE SPARE 1 - 20 1 I 29 130 I 1 20 1 - SPARE SPARE 20 I 3SPARE - I 2 2 PARE PERMIT SET 3 I 0 - S SPARE - 20 1 33 34 1 20 - SPARE SPARE - 20 1 35 36 1 20 - SPARE SPARE - 20 I 137138 I 20 - SPARE - FRONT VIEW SIDE VIEW SPARE - 20 1 39 40 1 20 - SPARE 74"x24" WEATHEPPPOOF ENCLOSUPE D SPARE - 20 I 41 42 I 20 - SPARE r r SCALE: NOT TO SCALE S/ EXTERIOR ENCLOSURE NOTES: A. THE EXTERIOR ENCLOSURE SHALL BE PAD MOUNTED ON A CONCRETE PAD AND MANUFACTURED BY HOFFMAN. THE ENCLOSURE SHALL BE A TWO DOOR U J CONFIGURATION WITH A THREE-POINT LATCHING SYSTEM WITH PADLOCKING HANDLES AND A FOAM-IN-PLACE GASKET FOR SECURITY PURPOSES. THE ENCLOSURE SHALL BE 0 NEMA 4, IP66 SUITED FOR USE IN OUTDOOR APPLICATIONS. z 0 LO B. THE ENCLOSURE SHALL BE MANUFACTURED FROM 12 GAUGE TYPE 304 OR 316L w= 00 STAINLESS STEEL, BACK PANELS SHALL BE IO GAUGE STAINLESS STEEL WITH X-FORM LO + 9 STIFFENERS, SEAMS SHALL BE CONTINUOUSLY WELDED AND GROUND SMOOTH, NO w U w� W � HOLES OR KNOCKOUTS WILL BE PERMITTED. > C. A REMOVABLE CENTER-POST FOR EASY PANEL INSTALLATION SHALL BE PROVIDED >_ 0 CD ALONG WITH COLLAR STUDS FOR MOUNTING OPTIONAL PANELS. MOUNTING PANEL AND 0 0 W Q PANEL SUPPORTS SHALL BE INCLUDED. V Z W 2-I/2" CONDUIT CONTAINING: D. HEAVY-DUTY LIFTING EYES SHALL BE TYPE 3I6L STAINLESS STEEL. _ Q HPS-2 (20A/3P) 3tt10 "SI2" 0 C G ry C)w U j W I#IOGRD. E. HEAVY-DUTY 3-POINT LATCHING MECHANISM OPERATED BY TYPE 316L STAINLESS STEEL � z - POWERGLIDE PADLOCKING HANDLES SHALL BE INCLUDED. u j 0> o Z ��00 � Qo F. BODY FLANGE TROUGH COLLAR SHALL EXCLUDE LIQUIDS AND CONTAMINANTS J 2-1/2' CONDUIT CONTAINING: w 0 00 LL_ � Q 2-1/2 CONDUIT CONTAINING: G. HEAVY-DUTY STAINLESS STEEL CONTINUOUS HINGES SHALL SUPPORT EACH DOOR — Z O HPS-8 (20A/3P) 3tt10 'S9" HPS-13 (20A/IP) 2nIO "SCOREBOARD Q N + InIOGRD. RECEPTACLES" H. BONDING PROVISION ON DOORS ALONG WITH GROUNDING STUDS ON BODY SHALL BE 2:0Q Z InIOGRD. PROVIDED. U C I. ACCESSORY MOUNTING CHANNEL SHALL BE PROVIDED IN ENCLOSURE TOP. Q O� 0 J. DATA POCKET SHALL BE HIGH-IMPACT THERMOPLASTIC AND MOUNTED TO THE INSIDE LJJ J�__ 0 OF THE DOORS. = z K. 12' REMOVABLE FLOOR STANDS SHALL BE BOLTED TO ENCLOSURE. 0 L. SEAMLESS FOAM-IN-PLACE ONE-PIECE GASKET SHALL PROVIDE OIL-TIGHT AND Q z S/ DUST-TIGHT SEAL AGAINST CONTAMINANTS. M. EXTERNAL HARDWARE MANUFACTURED OF TYPE 316 STAINLESS STEEL AND THE ENCLOSURE SHALL BE UNPAINTED AND FRONT, SIDES, TOP AND BACK SHALL A HAVE SMOOTH tt4 BRUSHED FINISH. 2-I/2' CONDUIT CONTAINING: HPS-I (20A/3P) 3nIO "SII" HPS-2 (20A/3P) 3#10 "SI2" InIOGRD. -------------- NO. DATE DESCRIPTION BY PROJECT NO. B CADD FILE 2-1/2" CONDUIT CONTAINING HPS-7 (20A/3P) 3410 'SIO" DESIGNED BY ANC HPS-8 (20A/3P) 3tt10 'S9" DRAWN BY ANC InIOGRD. CHECKED BY VADJR DATE 1/8/2025 DRAWING SCALE AS INDICATED GRAPHIC SCALE S< SHEET TITLE MUSCO CONTACT CABINE (TYPICAL) + - ELECTRICAL SITE PLAN NEW PAD MOUNTED EMA 4 # PART "A" EQUIPMENT ENCLOSUR + SOCCER FIELD / TRACK 0 + (TYPICAL, SEE DETAIL THIS SHEET) I'C., 3tt6 Z In8GRD. # A EXISTING JUNCTION BOX DRAWING N0. J est.1972 SITE PLAN VINCENTA. MOM, INC. SCALE: 1' = 40'-0" CONSULTING ENGINEERS PART 'A" 89 Access Rd.Suite 18 ElA PART 'B" ® 2 Norwood v dr o com (781) 55-9754 � J @vaden g + www.vadeng.com 2 OF 4 1 2 3 4 5 6 J PART 'A" \ PART "A' ALEPART 'B' — — \ — — ® — — — — — PART "B' G ...................... ......................... .. .........R�......,R + R„ ......... ................"` Gale Associates, Inc. R + R 1 rrrir�r,ri, �r��' 1 I�r�rir,r \ + + 300 LEDGEWOOD PLACE I ROCKLAND, MA E \ 02370 f'781.335.6465 h 781.335.6467 www.gainc.com \ + This drawing and the design and construction features disclosed are proprietary to Gale Associates,Inc.and shall not be altered or \ reused in whole or part without the express written permission of Gale Associates,Inc.Copyright©2024 \ \ \ \ EXISTING 2" CONDUIT RUN \ BELOW FINISHED GRADE \ PERMIT SET \ \ \ D \ \ C/)J \\ O \\ w 0 � \ WCWo w 00 \\ >=WQ p o \ 00�� z LU w < \\ = Q \\ � 2irvC)W c~/)w _ w \ 0 w0> o zo \\ -j>00 � az \ W00 LI L.LC)U)z O CN _ 1 z0Q i UQo= o W � O / APPROXIMATE LOCATION OF Q z / EXISTING ELECTRICAL ROOM z / ON BASEMENT LEVEL / NO. DATE DESCRIPTION BY / PROJECT NO. B / / CADD FILE / DESIGNED BY ANC / DRAWN BY ANC EXISTING (2) 4' CONDUITS RUN / BELOW FINISHED GRADE CHECKED BY VADJR / DATE 1/8/2025 / / DRAWING SCALE AS INDICATED / GRAPHIC SCALE / / / SHEET TITLE / / ELECTRICAL SITE PLAN PART "B" A EXISTING JUNCTION BOX X / 2-I/2'C., 3n2/0 Z IrGGRD. J DRAWING NO. SITE PLAN X est.1972 A. SCALE: 1' = 40'-0" X ' VINCENT A I)HORIO INC. � X CONSULTING ENGINEERS PART 'B" PART 'B" 89 Access Rd.Suite 18 ElB Norwood,MA 02o62 PART 'C' PART "C" (781)255-9754 1 vadjr@vadeng.com PAD MOUNTED NEMA 4X www.vadeng.com 3 OF 4 1 2 3 4 5 6 x X PART "B" _ _ PART "B" PART "C" PART "C" PAD MOUNTED NEMA 4X GALE EQUIPMENT ENCLOSURE tt2 ® BASEBALL FIELD 2-1/2" CONDUIT CONTAINING: HPB-31 (20A/IP) 2nIO 'MS-2022' Gale Associates, Inc. HPB-33 (20A/IP) 2nIO "BA-2022" IUIOGRD. 300 LEDGEWOOD PLACE I ROCKLAND, MA E 02370 f'781.335.6465 h 781.335.6467 www.gainc.com `,1✓li 1 Z;11a"1i1" �J11;,1"it lr l l;,rf1or A4 8� This drawing and the design and construction features disclosed M are proprietary to Gale Associates,Inc.and shall not be altered or 2-1/2' CONDUIT CONTAINING: 4' CONDUIT CONTAINING: reused in whole or part without the express written permission of HPB-I (20A/3P) 3tt10, "Cl" NPB-8 (20A/3P) 3410 "AT Gale Associates,Inc.Copyright©2024 HPB-2 (20A/3P) 3nIO "134" 2-I/2' CONDUIT CONTAINING: 2-1/2" CONDUIT CONTAINING: HPB-13 (20A/3P) 3410"'B3' /P• l J( / 1111 1 1 1G111 1 1), IJI'1 `• 1r�lq1 2-1/2' CONDUIT CONTAINING: HPB-7 (20A/3P) 3#I0, "A4' NPB-2 (20A/3P) 3tt10 "134" NPB-7 (20A/3P) 3tt10 'A4" HPB-14 (20A/3P) 3itI "C2' l X 1 vv I 1 l 1 1 1?1 1), iJl'1 ` (I )1) r l r..�j PPI-16 (20A/3P) 3tt8 "S8' NPB-8 (20A/3P) 3tt10 'A3" HPB-7 (20A/3P) 3tt10 "A4' NPB-8 (20A/3P) 340 "A3' IttIOGRD. 2-1/2' CONDUIT CONTAINING: HPB-I3 (20A/3P) 3tt10 "B3" PPI-28 (20A/3P) 3tt6 'ST NPB-13 (20A/3P) 300 'B3' NPB-8 (20A/3P) 3tt10 "A3" HPB-19 (20A/3P) 3nIO "BI' Itt6GRD. HPB-20 (20A/3P) 3tt10 "Al" NPB-14 (20A/3P) 3410 'C2" NPB-13 (20A/3P) 3410 'B3' NPB-14 (20A/3P) 3tt10 "C2' ' A X HPB-25 (20A/3P) 3#10 "A2" IttIOGRD. HPB-14 (20A/3P) 3tt10 'C2" IttIOGRD. HPB-26 (20A/3P) 300 '132' IttIOGRD. IttIOGRD. PERMIT SET 2-I/2" CONDUIT CONTAINING: 1 W/1`•111��.1-/ `•1 l.'/1 I. B NPB-13 (20A/3P) 3tt10, "133" HPB-I4 (20A/3P) 3tt10 'C2" IttIOGRD. D 2-I/2" CONDUIT CONTAINING: 2-I/2' CONDUIT CONTAINING U J HPB-20 (20A/3P) 3U10 'Al' HPB-I4 (20A/3P) 3"10 "C2' O HPB-25 (20A/3P) 3#10 'A2" InIOGRD. Z O NPB-26 (20A/3P) 3tt10 "B2" IttIOGRD. NEW COMBINATION w= 00 SCOREBOARD, DAKTRONICS U 1 LO A ttBA-2022 is ttMS-2022 1�l �/ 11 11 1 l�l OI1 r• LUU)LWO w 00 /lffUlli 1�J1 L`d,(l ;l'.01 j >� Q C:) O s� OO�� zw < � -. Q w 2-1/2" CONDUIT CONTAINING: i F— LJJ = j W L HPB-25 (20A/3P) 3aI0 'A2" � z NPB-26 (20A/3P) 3tt10 "B2" Ljj 0� InIOGRD. 0 Z Q —j 2: Q � `•Jl I1-/'�11 ',r,:J41 1 gal 1' 1 41 r1 1'I 4 11�� LU O 0Q � � �u)Z o= ,1 r1 11 1�. r�J1'1 14 1141 Z Q z C H 2-I/2' CONDUIT CONTAINING N -«< 1;J41 1'�11�� rJ w1 41 11Wl'14 11Wj PPI-28 (20A/3P) 3tt6 "S7' LL O Itt6GRD. U Q O= O MH C:) 2:W �� O A 2O z ~Z Q 2-I/2" CONDUIT CONTAINING: HPB-26 (20A/3P) 3U10 "132" IttIOGRD. LOCATION: ENCLOSURE PANEL: "NPB' VOLTAGE: 277/48OV., 30-4W IOk AIC MOUNTING: SURFACE RATING: 225A TYPE OF MAIN: M.L.O. 42 POLE u, u, 2-1/2"C., �42/0 is In8GRD. VOLTAMPS w w VOLTAMPS DESCRIPTION a CKTS J Of DESCRIPTION 0A 0B 0C U o a U- OA 0B 0C "CI' 2300 - 20 3 1 2 3 20 - 2500 'B4' N0. DATE DESCRIPTION BY ---- 2300 - - - 3 4 - - - 2500 SITE PLAN PROJECT N0. B ---- 2300 - - - 5 6 - - - 2500 ---- SCALE: I" = 40'-0' 'A4' 1000 - 20 3 7 8 3 20 - 1000 "A3' CADD FILE ---- 1000 - - - 9 10 - - - 1000 ---- DESIGNED BY ANC ---- 1000 - - - II 12 - - - 1000 ---- DRAWN BY ANC '83' 2200 - 20 3 13 14 3 20 - 2900 'C2" PAD MOUNTED NEMA 4X CHECKED BY VADJR EQUIPMENT ENCLOSURE 43 ---- 2200 - - - 15 16 - - - 2900 ---- e TENNIS COURTS DATE 1/8/2025 ---- 2200 - - - 17 18 - - - 2900 ---- DRAWING SCALE AS INDICATED "BI" 1750 - 20 3 19 20 3 20 - 1750 'Al' GRAPHIC SCALE ---- 1750 - - - 21 22 - - - 1750 ---- ---- 1750 - - - 23 24 - - - 1750 ---- 'A2' 1950 - 20 3 25 26 3 20 - 3300 'B2' ---- 1950 - - - 27 28 - - - 3300 ---- SHEET TITLE ---- 1950 - - - 29 30 - - - 3300 ---- SCOREBOARD l000 - 20 1 31 32 1 20 - SPARE ELECTRICAL SITE PLAN PART "C" SCOREBOARD 1000 - 20 I 33 34 1 20 - SPARE WALKWAY LIGHTING 1000 - 20 1 35 36 1 20 - SPARE SPARE - 20 1 37 38 1 20 - SPARE SPARE - 20 1 39 40 1 20 - SPARE A SPARE - 20 1 41 42 1 20 - SPARE DRAWING NO. est.1972 VINCENT A. MOM, INC. CONSULTING ENGINEERS 89 Access Rd.Suite 18 Norwood,MA 02o62 ElC (781)255-9754 1 vadjr@vadeng.com www.vadeng.com 4 OF 4 1 2 3 4 5 6 Atlantic LED Technology GALE 13UY AMERICAN A QSSI Company Since 1985 CaMPLIAM A1KN25Q1_�7 Gale Associates, Inc. L70320,000 r�rrir,r„r Lir) ' 1'Ir)rir,r� 300 LEDGEWOOD PLACE I ROCKLAND, MA E LED Small Kitty Hawk Area,wall, 02370 I'781.335.6465 1781.335.6467 The Atlantic AIKH25Q luminaire is available in three wattages with a wide and Flood Light choice of mounting configurations and optical distributions designed to wWW.gainc.com replace HID lighting systems from 150w to 400w MH or HIPS.Typical applications include general area,parking,flood,security,and accent lighting 011!!P, for retail centers,industrial parks,schools and universities,public transit and airports,office buildings and medical facilities.Mounting heights of 14 to 25 feet can be used based on light level and uniformity requirements. Specifications and Features: This drawing and the design and construction features disclosed are proprietary to Gale Associates,Inc.and shall not be altered or Housing: reused in whole or part without the express written permission of Die CastAluminum Housing and Front Frame,Integral Heat Sinking and Driver - Gale Associates,Inc.Copyright©2024 Shown with"KA'Kitty Hawk Arm Compar ment.Photocell Adaptable.Nickel-Plated Stainless Steel Hardware. Mounting ption. --- Listing & Ratings: ETL:Listed for Wet Locations,ANSI/UL 1598,8750;IP66 Sealed LED Compartment. Finish: Textured Architectural Bronze Powdercoat Finish Over a Chromate Conversion Coating. ATLANTIC INDUSTRIAL nAIKH250 E 4° Custom Colors Available Upon Request. SQUARE POLE ttAIPSSS-20411-Z-D (TYPICAL) Lens: Tempered Clear Flat or SoftLED Flat Glass Lens Shown with"EH"Easy-Hang PERMIT SEn Wall Bracket Mounting Options: --. i✓�, Mounts with Ktty HawkArm,Adjustable Slipfitter,211C Diameter Mounting Arm Adapter, Yoke,Two-Piece Bracket or Easy Hang Wall Bracket(Factory Installed). LED: I-AP13-35 Aluminum Boards 2-1/2"C., 3uIO E IttIOGRD. ll Driver: Electronic Driver,120-277V,50/60Hz or 347-480V,50/60Hz(65&81w Models Only); Less Than 20%THD and PF>0.90.Standard Internal Surge Protection 6kV.0-10V l Dimming Standard fora Dimming Range of 100%to 10%;Dimming Source Current is J D 150 Microamps. Shown with"SF'Slipfitter Option. Controls: _ Fixtures Ordered with Factory-Installed Photocell or Motion Sensor Controls are Internally Wired for Switching and/or 1-10V Dimming Within the Housing.Remote Direct Wired Interface of 1-10V Dimming is Not Implied and May Not Be Available, Please Consult Factory.Fixtures are Tested with Atlantic Controls and May Not Function Property With Controls Supplied By Others.Fixtures are NOT Designed for Use with Line Voltage Dimmers. Dimensions L Warranty: �" B 5-Year Warranty for�0°C to+50°C Environment 0 Width(D) 13%""'(340mm) �1 J Length(B) 15"(361mm) A ® See Page 7 for Projected Lumen Maintenance Table. - 0 Height(A) 3%"(92mm) W i co LO Kitty Hawk Arm(KA):19%"(491 mm) 0 w Slipfitter(SF):18%"(476mm) �, j` 00 Length with Mounting Arm Adaptor(MA):19%"(486mm) \ U > O Mount(L) Yoke(Y):18-(457mm) r / Bracket(BR):18'/<"(476mm) 0 N� I~ Q Ea576Hang Wall Bracket(KHEH):16'"(406mm) ��fL�n�A/^ 7 . .�. Project Information: Certification & Listings: Project Name: Fixture Type: a arc+ II � r..� U �/ U)�..J LU Li— Complete-- --- # Date 0 z -p Catalog C�TOus ,�, 0 �O Z _J sr� l 0- 0 0 0 0 Comments: l`311111 1 4f` 1 I%/l l_ -IJJ 1'l TIJ lrl 1/ .11 d �..J o 070 LL Q Specifications subject to change without notice. Rev.021624 l ` O CN 12802 Commodity Place •Tampa, FL 33626 • Phone: (813)664-9700 Z z For more information visit our website at www atianticind.net I U 0= C =MH O Oz Atlantic AI KH 25 I �1 o A QSSI Company Since ® LED Small Kitty Hawk Area,Wall, �o 1985 9DveA�IL�EL�icaR p y and Flood Light z AIKH25QFIX112U5KCZKASP AlKH25 AIKH25Q=Small Kitty A=Type IINEMA7H x5V IX65=65w U=120-277V 3K�0WK` C=Standard Z=Bronze KA=Kitty Hawk Arm SF=Single Fuse' I' Hawk Area,Wall,and B=Type I IINEMA 7H x 6V 1X81=81w H=347-480V* 4K�000K Clear Flat C=Custom SF=Slipfitter Q DF=Double Fuse* Flood Light C=Type I IIINEMA 7H x 7V IX112=112w 5K�000K Glass Lens (Consult MA=Mounting Arm SIP--Surge Protection - - - - - - - - - - - - - - - - - - - - - D=Type v/NEMA6H x 5V *65&81w S=SoftLED Factory) Adapter M7=Motion Sensor,IRfor mounting heights of 2011 'Use with D `Use with 65w F=Type VMEMA 7H x 7V Models Only Flat Glass Y=Yoke to 35ft J ' 1=Narrow BeamfNEMA4H x 4V* Optic 3K Model D Optic;81w B, Lens* BR=Two-Piece M2=Motion Sensor,IRfor mounting heights of 18ff or C&F Optics C,D,F Optics; Swivel Bracket� or less *81w&112w 5K Model Only. 4K&5K Models or 112w C,D&F *F Optic Only. EH=Easy-Hang Wall R3=3-Pin Twist Lock Photocell Receptacle O !� Optics Bracket R5=SPin Twist Lock Photocell Receptacle +D See Page 5&7 for Distribution NM=No Mount R7=7-Pin ANSI C136.41-2013 Twist Lock Photocell " Information. Receptacle� 523=lntemal Microwave Sensorwith dimming for mounting heights of25'orless.' S43=Microwave OnlOff Motion Sensor for Mounting - Heights of S to 19 *120-277V Models Only Notes r, � O Maximum tilt angle of 45°above horizontal with R3,R5,or R7 photocell receptacle options "' N0. DATE DESCRIPTION BY 141 �III� L.�� l ��I II I'II� II PROJECT NO. Accessor Replace ent Parts c CADD FILE Round Pole S Wall Adaptors (Order Selpoasrately,Field Installed) (Order Snelparately,Field Installed) for KA Arm DESIGNED BY ANC " AIP18131 Twist Lock Non-Shorting(Open)Cap AIKH25GL Tempered Clear Flat Glass Lens. - Disconnects Service to Fixture for Temporary - - orPermanentDisabling(FixtureAlways Off). AIKH25AZ Kitty Hawk Die-Cast McKoNing Arm,Bronze. DRAWN BY ANC IP65,480V Maximum. Powdercoal finish,Includes Hardware Mounts - Directly to Sgfaare(Poles, AIP18132 Twist Lock Shorin Da Pnovxdes Fixed CHECKED BY VADJR Serulose W Rxture(Rxlur�e Always on)IP6t5, AIALMAAZ Die-Cast Adaptor for 2%"Horizontal Mounting - - - - - - baled(Load 1200w Tungsten, Arms,Bronze Powdercoat Finish,Includes Hardware. DATE 1/8/2025 AIP18140 110-120VAC Instant Twist Lock Photocell AIKH25YZ Stamped Heavy-Dtuty Steel Yoke Btor ae AIP18152 277VA 'a"'uime Delay Twist Lock,Pha� ag PovMero tFinish,IlncludesHardw re, DRAWING SCALE AS INDICATED AIKH2ORPZ AIKH2OWMZ -' AIP18156 120 277VAC Universal Twist Lock Photocell AIFL73SFXZ External Mount Die-Cast Adjustable Slipfitter Die-Cast Adaptor Bronze Die-Cast Wall Mount " GRAPHIC SCALE for Y/"Tenons,Bronze Powdercoat Finish, 5-Round Poles,Bmnze Adaptor,Bronze AdP118157 4$'OVACTime(Delay Twiist Lock Photocell.For! Includes Hardware. Powdercoat Finish. Powdercoat Finish. 480V u ,only. AIFL138RZ Two-Rece Stamped Steel Ad ustable Bracket, AIACCHSGIZ Die Cast Accessory Housing for Installing Bronze Powdemoot PHnlsh,Indudeas Hardware. Pole Tenon Spoke Brackets Sensors or Other Lighting Controls,Bronze ---- ---- ------ Powdercoat Finish AIKHEHZ Die-Cast Easy-Hang Wall Bracket,Bronze Powdercoat Finish,Includes Hardware. AIKH26�G Z AdurmInLlm Qaneftuse Sidle Shield,Bronze 1 tm PowdercdalFinish,Includes Hardware MPd 7117 Internet Microwave Sensormth Dimming.,120�- 277VA>C,50d60H „SeeAdP1711't7 Spodflc tlon SHEET TITLE AIKH25WG Wire Guard,Stainless Steel Construction, Page Rx Details Includes Hardware. AIPTSBISZ AIPTSB290SZ AIPTSB2180SZ AIP17123 Internally Mounted Microwave On/Off Motion PEDESTRIAN SITE AIACCHSG3 Bronze UV-SlabiRzed Pollycarbonate'Housing Sensor for Mounting Heights of 8'to 19',120- 'Port Installing..Sensors Ini;.dudes Sensor Bracket; 277VAC,50/60Hz and Gasket. LIGHTING & AISSBS Stainless Steel Bird Spikes y PHOTOMETRIC PLAN 4n ; SITE PPOTOMET�, PLAN l ��r,�W ,0�T ;' ALE: I" = 4 - SC 0' 0" - t"�' AIP17123 AIPTSB390SZ* AIPTSB3120SZ* AIPTSB490SZ* AIACCHSGIZ AIKH25GSZ AIKH25WG FOOTCANDLE STATISTICS: 2%"Horizontal Mounting Arms,Bronze Powdercoat Finish,Includes Hardware.Mounts to 2'/"Vertical Pole Top Tenons.*Non-stock Rem.Consult factory for lead time AVERAGE: 1.33fc A MAXIMUM: 5.5fc 4. 0 MINIMUM: O.Ofc AIACCHSG3 r DRAWING NO. e est.1972 VINCENT A. DUCIRICI, INC. Specifications subject to change without notice. Rev.091324 CONSULTING ENGINEERS 89 Access Rd.Suite 18 ElD 12802 Commodity Place •Tampa, FL 33626 • Phone: (813)664-9700 Norwood,MA 02o62 For more information visit our website at www atlanticind.net (781)255-9754 1 vadjr@vadeng.com www.vadeng.com 4 OF 4 2 3 4 5 6 NORTH North Andover High School Fields :9ALE North Andover., MA gg/%, Gale Associates, Inc. Name: Soccer 1 Zero Grid Size. 580' x 460' Engineers and Planners 300 LEDGEWOOD PLACE SUITE 300 01, /m/aff Spacing: 10.0' x 10.0' ,AdE E �A 2A ROCKLAND, MA 02370 % a 00, Height: 3.0' above grade P 781.335.6465 F 781.335.6467 wvvw.gainc.com R A, f Boston Baltimore Orlando Hartford Bedford ',JA 0 k 2g, FAIL' MAINTAINED HORIZONTAL FOOTCANDLES 4" f Entire Grid This drawing and the design and construction features disclosed are proprietary to Gale Associates,Inc.and shall not be altered or "0 S�can Average, 12.21, 40, reused in whole or part without the express written permission of N Gale Associates,Inc.Copyright@2024 41 Maximum, 000 Minimum-, 0 g,fl/I pliv 000,1100 Avg/Min. Pe, Max/Min. 1000 UG (adjacent pts): 26.22 ............. 7, 0000000 CU: 1.00 No,. of Points: 2668 A11,11, ];8#4 PERMIT SEn LUMINAIRE INFORMATION A Applied Circuits. No. of Lulmi'nalres: 28 0 c Total Load: 26-96 kW ----------—----- P, U D 0" 0 00111 /01/ 0 '0 0 15.71 =2,23.2�23.5,231.2, V 02 O� 22,62�1 301 0 0 LU co LO UJ UJW CIO UJ< > "TI- 0� C) cD 0 (Dilll-2i 0 UJ < C/) C) 2i ry C)LU U)LU LU 0 LU >00 WOOL] ILL. CQ 0 cD< CN N, LL C) C UJ 0 0 S, oil CY) C-L,) 2 00 �2 6,1;;111 C_- �11 0 (D =3 C-L,) 0 ) 0,10 0 (D C_— NO. DATE DESCRIPTION BY (D 0 PROJECT NO. 719560 ILL r') B 0- CADD FILE 7195600501 < DESIGNED BY RDT 0 —1 DRAWN BY RDT =3 < .................................................. CHECKED BY KFR PS 0- 4/15/2025 DATE 041" 04 0,0 0�0'0,0 '0­�"WTV,—Iowo llft 0�0 0,0 )0,0 0,0 On 0,C)", 0,0 O'D 0,0 /0.0 0�0 D'o 0,13 0,10 0.0 0. -0 cn 0 loop U —:52 .......... "JU DRAWING SCALE 40' l,�XuJilIll LID ME N C11J FM "M GRAPHIC SCALE C) C14 L0 20' 40' 80' SHEET TITLE CD LID C) L0 TRACK LIGHTING .0 NOTES: ILLUMINATION 4// U) 1. THE BASIS OF DESIGN FOR ATHLETIC LIGHTING COMPONENTS IS BASED UPON A C_— SUMMARY 0 PRODUCT BY MUSCO SPORTS LIGHTING. OTHER ACCEPTABLE MANUFACTURERS A C) PROVIDED FOR REVIEW AND APPROVAL BY OWNER/ENGINEER AS OR EQUAL.THE AWARDED VENDOR IS REQUIRED IS REQUIRED TO SUBMIT JOB SPECIFIC SHOP Pole Luminaires DRAWINGS FOR APPROVAL. IF REQUIRED PER STATE/LOCAL REGULATIONS,VENDOR DRAWING NO. GRADE ABOVE GRADE TH�IS OTHER SHALL PROVI DE STRUCTUAL CALCULATIONS WHICH ARE SIGNED AND SEALED BY A QTY LOCATION SIZE LUMINAIRE TYPE QTY/POLE LICENSED PROFESSIONAL ENGINEER. NO FABRICATION OR INSTALLATION SHALL ELEVATION LEVEL GRID GR05 COMMENCE UNTIL SHOP DRAWINGS ARE FULLY APPROVED. 4 S9-S12 80 80 TLC-LED-1200 2 2 0 isi 2. THIS DESIGN IS PRELIMINARY, FINAL DESIGN MAY VARY DEPENDING ON LIGHTING EMM=20= No= 42 MANUFACTURER AND FINAL LIGHTING DESIGN. 0 4 80' TLC-LED-900 5 5 0 NO 4 28 28 0 Totals C) (0 1 OF LID ILL 2 3 4 5 6 NORTH Pole GRADE ABOVE GRADE Luminaires THIS OTHE�R North Andover High School Fields QTY LOCATION SIZE ELEVATION LEVEL LUMINAIRE TYPE QTY/PO�LE GRID GI LE 2 A3-A4 70' 70' TLC-LED-9I00 3 3 0 North Andover, MA 2 2.5' TLC-BT-575 1 1 0 1 B 3 70' 70' TLC-LED-1200 4 4 0 Gale Associates, Inc. 70' TLC-LED-900 1 1 0 Name,: Other Fields' Zero Grid Engineers and Planners 15.5' TLC-BT-575 1 1 0 Size: 68111140' E I B4 70' 70' TLC-LED-1200 4 4 0 Spacing: 20.0' x 20.0' 300 LEDGEWOOD PLACE I SUITE 300 ROCKLAND, MA 02370 70' TLC-LED-900 1 1 0 Height: 3.0' above grade P 781.335.6465 F 781.335.6467 wvvw.gainc.com 15.5' TLC-BT-575 3 3 C) 4 Totals 22 22 Boston Baltimore Orlando Hartford Bedford 1 A 1 90, 90, TLC-LED-1200 3 3 0 �-,MIN '10 1 0,0 0.0 "01 901 TI-C-LED-900 2 2 0 MAINTAINED HORIZONTAL FOOTCANDLII This drawing and the design and construction features disclosed 32' TLC-BT-575 1 1 0 O�5 Entire Grid 0,0 (),In I are proprietary to Gale Associates,Inc.and shall not be altered or 1 A2 90" 90, TLC�-LED-1200 3 3 0 Scan Average: �18,.59 reused in whole or part without the express written permission of 90, TLC-LED-900 2 2 0 10 0,10 0.1, 3 Gale Associates,Inc.Copyright@2024 Maximum: 78 ,3 2' TLC.-BT-575 2 2 0 �10 10,0 -7 Minimum, 0 1 B1 90, 90, TLC-LED-1200 2 2 0 90, TI-C-LED-900 3 3 0 Avg/'MinI: "o u 0� 15.51 TLC-BT-575 2 2 1 Max/Min: 1 B2 100, '01,10 0 k 100, TLC-LED-1200 4 4 150' 0, UG,�adjacent pts): 26.98 100, TLC-LED-900 3 3 0 CII 0.87 0�10 O�10 0.,10 0,11 01. , 0.1, 15.5' TLC-BT-575 3 3 0 No.,of Points: 1938 E)4 IV 70' 11 U--LED-1200 4 PERMIT SEn ,15JAA�,IA 01�0, ",ftl)lo 0,10 Cv. '0.1 'o LUMINAIRE INFORMATION 0. 70' TI-C-LED-900 1 1 C) NW1,17/s/, 16L J,pic 50191UMV,50 26,4 I Applied Circuits B,C,D,E,F,G 15.5' TLC-BT-575 .3 3 0 10,0, Q� 2 0.1 0. 1 llmylof 7 101111r4lif"111 Ki No. of'Luminalres, 144 80, TLC-LED-1200 5 5 0 1 C1 80, 15.5' TLC-BT-575 2 2 0 OX Total Load: 136-66 kW 1,10 0�10 "j), 0 I C2 70' 70' TLC-LED-1200 6 6 01'0 "p""a"Ve"O'10 'If 011- i .......I....I I low, 15.51 TLC-BT-575 3 3 0 "AiN "M D 4' 101 0, '0,0011 0,10 "'A ANN, 0, 7 Totals 54 54 0 1/0"10 B 4 1111-1 1 0 010 01,11 1 ,0 01 0 1/71F 0 10 10�10 1/// 2 0 2� C/)—j A/d/11111 10 1 0.1 00 7, loll, 0 W 1;� '01,10 0,10 oo ""if 3/1 op :2 V 7,0 50 /E LU 00 E R ............... 01�10 -01�J() 10,10 "'16.1 LO '4 Uj C) U-1 -z 00 00 gar", - q, 0A K 0�10 rj,�0 0 UJ.< > .9 493 f 0 C) cD Lr 0110 "0"0 ff -I Y --- 0 C) < 01 . ........... /031 �g, -�� Poletopluminal LU WA, vw ,p r W assembly 6 .0 0,0 0,10-, D,,,.ZA/ < d 2i ry C)LU C/)LU OFF F 0/ 3/r, LU Lj—O�> LL, 4, '010 0 "a 0�0 04/1111" 0 Im c)LU 3: C:) 211r 0 Z7!l �0 01 MIN Luc �0 i -�,7g/ C) < C) /�g/22 11 Ign EL 0 0 JUM 10 0 M j(i, 'b" 0 014KI(X12 C) 0 0�0 0.0 0,0 0A "0'. 72 1.8 elf, LU 0 A/ EEO,- '7 N 0 0 F/ '0 3 0,1100I 00� f"TIff L 07 "Wo :< WIN// 11 0 01 "0.1 Al 110100010— f x; X P! 10�0 'O"A 0,�s 'el —— ------- --m.......... . ........ ... 0 N"//iigln/ PRO d Jul X �0 YO #0 N/ ,1g11111,1g,- I ................ — ""I 1,/ '0' I'll-" 5.3 13,7 12/1111 '5 - 5"", offl/j/ "r A Cy') 7 PF 811 0000-00 - C-) 01, 5.2 13, moll k, /01�lt 'Oor", /v 1031311 2 -7 . ...... —1 Q� 4 5.1 1,4. N/Me/ W/ Q) A Ali, =3 3111 `194// 0 fo 0, 2 A AM 4 /411 001 d 11- Galvanized steel pole V/ 'T 31101 Art; 0 OR 0 Q) 12A A (2) TLC-BT-575 NO. DATE DESCRIPTION BY (D ...... 15.5FT A.G.L. X/ (D Auxiliary mounting bracket 7/p, PROJECT NO. 719560 01 "0 7 3 U- B iig, qg IN V Electrical components g/ jy Rol"'301 enclosure CADD FILE 719560 C501 0- `0 9 Al 11 M1111"'i 141 DESIGNED BY RDT 4 (01,oil �WON 0 < 0 0 S2� DRAWN BY RDT =3 loft 142 (3 ri < 0,9 At, 47 0, CHECKED BY KFR PS .......... 0- 2fit DATE 4/15/2025 0 co 1'01 1,47 13.0' ff 'A a (60 rn) (y) Ground level V Ad-ff'YAQ A 6 12.4 ql f/j 0 1 DRAWING SCALE 60' Precast concrete base ff 0,1 L0 *01111"'W111110111 au & f GRAPHIC SCALE C14 2 CD C14 LID pv/gt! A a .0 1 0.2' 0 60' 120 0�0 0 Avl) JAN Of R ........... 14 Im"m ead"NA"(111001 AL 441 If I V,I Mm= 11,01�1�"I III RIK) SHEET TITLE CD Pole Luminaires 0,1D ,OI�O 0;1, 0 2 0A, LID C) GRADE ABOVE GRADE THIIS OTHER C) CITY LOCATION SIZE ELEVATION LEVEL LUMINAIRE TYPE QTY/POILE GRID GRIDS PRELIMINARY ATHLETIC LIGHT POLE SECTION co BASEBALL AND LID A N.T.S. 1 S1 70' 7" 77.0' TLC-LED-1200 3 3 0 (D 77.0' TLC-LED-900 3 3 0 129"- STADIUM FIELD .0 22.5' TLC-BT-57'5 2 2 0 NOTES: 0"2 .1, 0,0, . . .....Gf,"O lo "f,// /0",/, ....... 4 7 2 S2-S3 70' C 76,0' TLC-LED-1200 4 4 0 ILLUMINATION �im' M4 ""4 1. THE BASIS OF DESIGN FOR ATHLETIC LIGHTING COMPONENTS IS BASED UPON A PRODUCT BY MUSCO SPORTS K -LED-900 �;, �,,- ,-,,,, /1 /",1 1 -` JD 0-1/1 d6""".......... 11221/111,1101 1111 /213 76,0' TLC 1 1 0 LIGHTING. OTHERACCEPTABLE MANUFACTURERS MAY BE CONSIDERED BYTHE OWNERAS LONGAS PRODUCT SUMMARY 0 A 1 S4 70' 79.0' TLC-LED-1200 3 3 0 ........... 'y" x,200 111-11T DOCUMENTATION IS PROVIDED FOR REVIEW AND APPROVAL BY OWNER/ENGINEER AS OR EQUAL.THE AWARDED ord, I L 10�1 0.1 01:/b"(111�,("111 I I I ). 79.0' TLC-LED-900 3 3 0 VENDOR IS REQUIRED IS REQUIRED TO SUBMIT JOB SPECIFIC SHOP DRAWINGS FOR APPROVAL. IF REQUIRED PER O'd ........... C) U) 24.5' TLC-BT-575 2 2 0 U 0.01 STATE/LOCAL REGULATIONS,VENDOR SHALL PROVIDE STRUCTUAL CALCULATIONS WHICH ARE SIGNED AND SEALED 0) 0,/ 80, TLC-LED-1200 8 8 0 BY A LICENSED PROFESSIONAL ENGINEER. NO FABRICATION OR INSTALLATION SHALL COMMENCE UNTIL SHOP 2 S5-S6 80, J '31 lip, so, TLC-LED-9100 2 2 0 DRAWINGS ARE FULLY APPROVED. DRAWING NO. 15.5' TLC-BT-575 3 3 0 A E 2. THIS DESIGN IS PRELIMINARY, FINAL DESIGN MAY VARY DEPENDING ON LIGHTING MANUFACTURER AND FINAL 2 S7-S8 80' 80, TLC-LED-1200 4 4 0 LIGHTING DESIGN. -LED-900 6 6 0 80' TLC 121/0 IF IS2 C) 15.5' TLC-BT-575 2 2 0 amiL4GA 42 0 8 Totak 76 76 0 410 M111 C) (0 2 OF LID LL