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0001 1 OF 30 COVER SHEET �zy
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0002 2 OF 30 GENERAL NOTES
C000 3 OF 30 KEY PLAN \ \ a \ \\\\. \� \; ` �o
C001 4 OF 30 BASEBALL EXISTING CONDITIONS PLAN � ���,.. „£ _ � -% �v:� \\�\\\„�_\�\� \se,: ��� w _
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C502 17 OF 30 DETAIL SHEET 2 OF 15 SITE MAP , Q�
C503 18 OF 30 DETAIL SHEET 3 OF 15 NOT TO SCALE
C504 19 OF 30 DETAIL SHEET 4 OF 15
C505 20 OF 30 DETAIL SHEET 5 OF 15
C506 21 OF 30 DETAIL SHEET 6 OF 15 � � `v yy _ NORTH
C507 22 OF 30 DETAIL SHEET 7 OF 15
C508 23 OF 30 DETAIL SHEET 8 OF 15
C509 24 OF 30 DETAIL SHEET 9 OF 15 -
C510 25 OF 30 DETAIL SHEET 10 OF 15
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C512 27 OF 30 DETAIL SHEET 12 OF 15 � \� � y y NG. DATE DESCRIPTION BY
C513 28 OF 30 DETAIL SHEET 13 OF 15 PROJECT NO. 719560
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ILLELECTRICAL PLAN SHEETS � �� � � \ � = DATE 6/6/2025
EO 1 OF 4 ELECTRICAL NOTES LEGEND'AND ONE LINE DIAGRAM _ DRAWING SCALE
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CIVIL ENGINEER: ELECTRICAL ENGINEER:
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DEMOLITION NOTES GENERAL NOTES
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 GALE
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
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 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. 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 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. 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
CONTRACTOR WILL PROVIDE ADEQUATE CONSTRUCTION FENCING DURING EACH PHASE OF THE PROJECT TO
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
This drawing and the design and construction features disclosed
PARKING LOTS,STREETS,WALKS,AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. VARIOUS TIMES WITHOUT CONTRACT MODIFICATION. arepropretarym a1,Associales,in�.andshall net b,,It rEd or
Bused in whole ar part•Mthout the express written permission of
6. CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS, 4. THE GENERAL CONTRACTOR SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS Gal,os aiiater,Inc.enpYrghr 2025
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 SHALL COORDINATE WITH OTHER TRADES AS APPLICABLE INCLUDING BUT NOT LIMITED CONSTRUCTION SET
AREAS. TO ELECTRICAL,LIGHTING,AND GAS.
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. CIS J
DESIGNATED TO BE SALVAGED BY THE OWNER OR REUSED. 2. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY,ANY GOVERNING PERMITTING �--O
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AUTHORITY,AND"DIGSAFE"AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD z Q
14. IN AREAS WHERE BITUMINOUS CONCRETE IS TO BE REMOVED,THE EDGE OF ANY BITUMINOUS CONCRETE TO W co
LOCATION OF UTILITIES. = co
REMAIN MUST BE A CLEAN SAW-CUT EDGE. O
3. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES INTERFERING WITH THE PROPOSED U 00
CONSTRUCTION.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE EXISTING UTILITIES W WO > -
EROSION CONTROL NOTES Q
WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLAN. C �� 0 H Q
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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 ~ z 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 _cou _j OC
TIMES FOR THE DURATION OF CONSTRUCTION. REQUIRED NECESSARY TRENCH SAFETY PLANS SHALL BE SUBMITTED TO THE ENGINEER AND LOCAL w �O> w co Lu
2. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STATE AUTHORITIES FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. & 0 L u O o O Z O
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 a J>OD z�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. L.L Q u)z O N=
SITE WORK OR EARTHWORK OPERATIONS,AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. 6. CONTRACTOR SHALL VERIFY ALL EXISTING INVERTS AND RIM ELEVATIONS PRIOR TO CONSTRUCTION. z OQ Z-
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 U O= 0 0
AND/OR CONTROL SILTATION AND EROSION.OTHERWISE SPOIL MATERIAL SHALL BE IMMEDIATELY REMOVED FROM OTHERWISE INDICATED ON PLAN. W=�� Z
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, =O z
NECESSARY THROUGHOUT ALL PHASES OF CONSTRUCTION.IN ADDITION,INSPECTION SHALL TAKE PLACE AFTER SIZES,AND CIRCUITING. Q z
EACH RAINFALL EVENT AND BEFORE FORECASTED RAIN.
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.
7. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES EXTRA SILTATION FENCING FOR INSTALLATION AT THE
DIRECTION OF THE ENGINEER OR THE OWNER TO MITIGATE ANY EMERGENCY CONDITION.
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
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.
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,
s SEDIMENTATION OR OTHER POLLUTANTS.UNAUTHORIZED POLLUTANTS INCLUDE,BUT ARE NOT LIMITED TO, NO. 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_G001
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GRADING NOTES DESIGNED BY RDT
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DRAWN BY RDT
1. ALL GRADING SHALL MEET THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT(ADA)AND LOCAL CHECKED BY KFR
LL BUILDING AND ACCESSIBILITY CODES.IN GENERAL,GRADING OF SIDEWALKS SHALL NOT EXCEED 2.0%CROSS
a SLOPE AND 5.0%RUNNING SLOPE,GRADING OF ADA PARKING STALLS AND LOADING ZONES SHALL NOT EXCEED DATE 6/6/2025
Q 2.0%IN ANY DIRECTION AND GRADING OF PLAZA AND GATHERING AREAS SHALL NOT EXCEED 2.0%IN ANY DRAWING SCALE -
o DIRECTION.GRADING ON SIDEWALK CURB RAMPS AND OTHER ACCESSIBLE RAMPS SHALL NOT EXCEED 8.0%.ALL GRAPHIC SCALE
a 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
n BE USED IN THE EVENT OF ANY DISCREPANCIES. SHEETTITLE
3. GRADING SHALL BE PERFORMED TO ALLOW WATER TO FLOW AWAY FROM BUILDING STRUCTURES,AND TO NOT
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ALLOW PUDDLING OF WATER ANYWHERE ON SITE.
3 4. MINOR ADJUSTMENTS TO FINISH GRADE TO ACCOMPLISH DRAINAGE FLOW ARE ACCEPTABLE,IF NECESSARY, GENERAL
a. UPON PRIOR APPROVAL OF ENGINEER.
CD 5. NEW PAVEMENT SHALL BE FLUSH AT ANY JUNCTURE WITH EXISTING PAVEMENT. NOTES
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c A 6. ALL EXCAVATIONS SHOULD BE STABILIZED BY CUTTING BACK SIDE SLOPES OR USING SHORING AND BRACING AS
Q REQUIRED.ALL EXCAVATION AND SHORING SHALL BE DONE IN ACCORDANCE WITH OSHA STANDARDS AND MGL
CH.149 SECT.129A.
a 7. ANY DEWATERING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.DISCHARGE OF SILTY OR OTHERWISE DRAWING NO.
"DIRTY"WATER INTO DRAINAGE SYSTEM OR ANY BODY OF WATER,WETLAND OR RESOURCE AREA SHALL NOT BE
1 PERMITTED.
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ge FUTURE USE,CAPPED AT FORMING SYSTEM \: BASEBALL BASE, \` R25 - CONSERVATION/WILDLIFE MIX AS
BOTH ENDS(TYP.OF 3) II: Q6 " \` \`\\ \` SPIKED(TYP.) ` \ SYNTHETIC TURF \ ,\ \\\\ EMERGENCY CURB(TYP.2)
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40'HIGH CHAIN LINK. \,_ .` u\ \ ;\\\\ `\. \ -
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a PEDESTRIAN CROSSING SIGN \ NO. DATE DESCRIPTION BY
PROJECT NO. 719560
B c 257 LF OF ACOUSTIFENCE
oF E 7NTFRO k. `SOUND BARRIER(OR EQUAL) caoD FILE 719560_c1o1
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\ 10'PERIMETERCHAIN '`\7i'NFRS/ DRAWN BY RDT
- LINK FENCE(TYP.) CHECKED BY KRR
ff
o s DATE 6/6/2025
a \ LAYOUT AND MATERIALS NOTES: DRAWING SCALE =20'
01
GRAPHIC SCALE
a 1. LOAM AND SEED ALL DISTURBED AREAS.
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T \ E\ SHALL BE SEEDED WITH NEW ENGLAND
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MANUFACTURED BY NEW ENGLAND WETLAND SHEETTITLE
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300LEDGEWOOD PLACE I SUITE 300
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- P 781.335.6465 F 781.335.6467 www.gainc.com
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\_ This drawing din design d disclosed
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_- _ INFORMATION ON LIGHTS,POWER
a \ \ % \ SUPPLY,CONDUIT,AND OTHER TRACK
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