HomeMy WebLinkAboutPlan-Sheet No. C5.0-Utility PlanI
I
I UTILITY NOTES
BAXTER
NYE
1. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND U11UTY
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&. SURVEYING ,
COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF
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.�
CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND
VERTICALLY, OF ALL EXISTING U11UTIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING
UNDERGROUND SYSTEMS, INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN
BA XTER
NY
E
I
I
APPROXIMATE WAYONLY MAY NOT BELIMITED TO THOSE SHOWN HEREIN AND HAVE NOTBEEN
INDEPENDENTLY VERIFIED BY THE OWNER THE ENGINEER OR ITS
REPRESENTATIVE. Inc CONTRACTORAGREEENGINEERING CONTRACTOR'S FAILURE TO RESPONSIBLETO BE FULLY LOCATE SAID SYS AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE &
SYSTEMS, INFRASTRUCTURE AND UTILITIES EXACTLY. IF
ELEVATION INFORMATION
M 110N DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE S U R VE YI N G
ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION
AND INVERTS OF WATER, ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING
WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL
UNDERGROUND SYSTEMS, INFRASTRUCTURE AND UTILITIES AS REQUIRED. Registered Professional. Engineers
2. 12" MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN ALL UTILITY CROSSINGS. and Land Surveyors
3. COMMERCIAL
SE
WER BUI
LDING CONNECT
IONS SHALL BE 6 MIN. SCHEDULE 40 PVC, U.O.N., AT A
MINIMUM SLOPE OF 1.2% U.O.N. FROM MAINLINE TO BUILDING. INSTALL A CLEANOUT ON EACH SERVICE 1597 FALMOUTH RD. - UNIT 1
LINE AT DISTANCE OF 10'f (U.O.N.) OFF THE FOUNDATION, AT A CHANGE OF HORIZONTAL DIRECTION CENTERVILLE, MA 02632
GREATER THAN 45' OR WERE MORE THAN ONE CHANGE OF HORIZONT
AL DIRECTION GREATER THAN 45'
OCCURES WITHIN 40 FEET. CLEANOUTS SHOULD BE LOCATED AT INTERVALS OF NOT MORE THAN 100
FEET. ALL PIPING FOR COMMERCIAL BUILDINGS SHALL BE PER PLUMBING CODE WITHIN 10 FEET OF Phone: (508) 771-7502
BUILDING.
Fax: (508) 771- 7622
CB ' 4. THE ON -SITE WASTEWATER TREATMENT FACILITY SEPTIC SYSTEM) I ° (HAS BEEN DESIGNED, AND SHALL www,baXter-nye.com
R=43.44 BE CONSTRUCTED, IN ACCORDANCE WITH 310 CMR 15.00-STATE ENVIRONMENTAL CODE TITLE V AND
I �t DEP TITLE V PRESSURE DISTRIBUTION GUIDELINES.
CB �t ` G' 5. ALL WATERLINE MATERIALS AND WORKMANSHIP TO CONFORM TO THE RULES, REGULATIONS AND
J R=43.3 SPECIFICATIONS OF THE YARMOUTH WATER DEPT AS AMENDED TO PRESENT. WATER DEPT. HAS Outermost Land Survey, Inc
AUTHORITY TO AMEND PLANS. IF ANY CONFLICTS WITH THE CONTRACT DOCUMENT OCCUR THE HIGHER y►
STANDARD SHALL APPLY. THE WRITTEN SPECIFICATIONS OF THE TOWN YARMOUTH WATER DEPT ARE
HEREBY INCLUDED BY REFERENCE AND CONSIDERED A PART OF THE CONTRACT DOCUMENTS. ALL
WATER LINE ABANDONMENT SHALL BE DONE A Donald T. Poole
T THE WAT
ER MAIN NOT LEAVING A STUB LINE, UNLESS
I I OTHERWISE APPROVED BY THE WATER DEPARTMENT. Registered Land Surveyor
OZ O 6. WATER MAINS TO BE CEMENT LINED DUCTILE IRON PIPE CLASS 52, U.O.N. ALL CONSTRUCTION
IMETHODS AND MATERIALS SHALL BE AS REQUIRED BY, AND IN ACCORDANCE WITH THE LOCAL WATER 46 Main Street, Brewster, MA 02631
t-' DEPARTMENT AND APPLICABLE AWWA SPECIFICATIONS. DOMESTIC SERVICE TO BE 200 PSI CTS PLASTIC Phone: (508) 255-0477
O I LINE U.O.N., TO DIVISION SPECIFICATIONS SLEEVED WHERE REQUIRED.
MASS 7 D DMH 7. GATE VALVES SHALL BE MUELLER ONLY. IRON BODY, BRONZE MOUNTED, DOUBLE DISC, WITH TWO
OR��NgTE � ; <:•, °� _� O RIIv1=t. 3.51 INCH OPERATING NUT WITH MECHANICAL JOINT HUBS. GATE VALVES SHALL CONFORM IN EVERY
SY$M I E -t RESPECT TO ALL APPLICABLE AWWA STANDARDS. VALVES SHALL BE DESIGNED FOR 200 PSI WORKINGgs S T A M P
�. �� �-
AND 300 PSI TEST PRESSURE AND SHALL OPEN LEFT. �
8. VALVES SHALL ALSO CONFORM TO THE SPECIFICATIONS OF THE AWWA AS TO SIZE STEM, PITCH OF o� MATfHEW W. yC
CB THREAD, GASKET SEATING AREA SHALL BE FULLY MACHINED TO THE FIXED DIMENSIONS AND EDDY,
=43.68° TOLERANCES AS PER AWWA SPECIFICATIONS. ALL VALVES SHALL BE PROVIDED WITH "0" RINGS. THE 10 CIVIL -a
t t I ,,6 DESIGN OF THE VALVE SHALL BE SUCH THAT THE SEAL PLATE CAN BE FITTED WITH NEW "0" RINGS No.43183
i
\l I I �� C7 i ,� ' _ WHILE THE VALVE IS UNDER PRESSURE IN THE FULLY OPEN POSITION.RFGtsT�R��
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O CID I I `,_ \ \ ~ �1 I �� 9. VALVE BOXES AND CURB BOXES SHALL BE BUFFALO OR PIONEER AND SHALL BE FURNISHED AND lorvAt ENS'
CBI R= 4.5.89 ttl I I \_ _ _ _ " j h \ D INSTALLED FOR ALL VALVES. THEY SHALL BE CAST IRON, TAR COATED, SLIDING TYPE ADJUSTABLE
�r VALVE BOXES TOGETHER WITH CAST IRON COVERS. SEE WATER DEPT. REGULATIONS.
PROPOSED GAS SERVICE TO TIE INTO � y � � CB � I �7 I 0 10. TYPICAL COVER OVER WATER LINE SHALL BE 5'. IF LESS THAN 4' OF COVER IS PROVIDED,
_ INSULATE WATER LINE AGAINST FREEZING IN ACCORDANCE WITH DETAIL #205 OR EQUAL
_� ( tl I EXISTING MAIN APPROX. 153 FEET WEST } I =! JJ -II- �4.4% e ,-'_ _ 1 I
ON OLD TOWNHOUSE ROAD. SIZE PER / CONSULTANT
MEP ENGINEER. COORD WITH UTILITY CO. A ! :�__ _ 111. WATERLINE INSTALLATION REQUIRES TIE ROD RESTRAINED JOINTS TO BE USED AT ALL BENDS, ENDS
H-20 TRANSFORMER C1t t `-JJ I \ OF LINE, VALVES AND FIRE HYDRANTS, PER WATER SUPPLY DIVISION REQUIREMENTS. RESTRAINED
D-BOX f rJi\\ 1 �� JOINTS TO BE INSTALLED PER WATER DEPT REQUIREMENTS.
i _ ! \ I ^ li I
t `-�2500 GALLON H2O CA�� `� VALVE �C)X / \ _ / f 12. IF RESTRAINED JOINTS CAN'T BE USED DUE TO PHYSICAL CONSTRAINTS, ONLY AS SPECIFICALLY
_ I �' / 2-COMPARTMENT ' Q'- 49.5'Lx10.83'W ______ __ _ \\ i {� �/ ; APPROVED BY THE WATER DEPARTMENT, THRUST BLOCKS TO BE INSTALLED AT ALL BENDS, ENDS OF
I t SEPTIC TANK ��il
__-___ ---_o_ __TEA I NG CHAMBER ,` _� \\ � 1 �-_- /� ,� LINE, VALVES AND FIRE HYDRANTS IN ACCORDANCE DETAIL #301. CONCRETE THRUST BLOCKS AS
I I � t / _-- - _ 1 , -- r REQUIRED, CONCRETE SHALL BE 1 PART CEMENT TO 2 PARTS SAND AND 4 PARTS COARSE
j i S ;� \ H YD �' - ` AGGREGATE. CONCRETE CLASS "C" WITH A 28 DAY COMPRESSION STRENGTH OF 2000 PSI MINIMUM
Q t 6" CI B�IILDING SEWER ,� p �� ,'� _____ AGGREGATE SIZE OF 1-1/2". THRUST BLOCKS SIZED PER SPECIFICATIONS. ALTERNATELY PRECAST
I X AT 2%. SEE PROFILE J 0 0 rJ rJ --____ THRUST BLOCKS TO DIVISION SPECIFICATIONS MAY BE UTILIZED. CARE SHALL BE TAKEN TO ENSURE
t FOR INVERTS, TYP. �" �� \ THAT ALL CONCRETE THRUST BLOCKS BEAR AGAINST UNDISTURBED TRENCH WALLS AND NOT TO
!
_ r CONSULTANT
t! �_3 �� f �_-may ............ ENCASE FLANGES AND BOLTS ON MECHANICAL JOINT FITTINGS. WHERE UNSUITABLE BEARING MATERIAL
I � I p t �\ ` IS ENCOUNTERED, EXCAVATE AND PLACE SUFFICIENT CONCRETE BALLAST TO OFFSET THE ANTICIPATED
!t RD RD RED RD RD .\` t t' �j
THRUSTS.
1-3 �`� 13. YARMOUTH WATER DEPT. APPROVED WATER SUBCONTRACTOR AND THIRD PARTY INSPECTOR
ffy I Z G/ ( !/ EN 121.0 EN ---- I r )z `�\ REQUIRED. COST OF THE INSPECTOR SHALL BE BORN BY THE CONTRACTOR WATER SUBCONTRACTOR.
p O i ( ,! II /�-- N I I � \� 14. AUTOMATIC SPRINKLERS SHALL BE INSTALLED IN ACCORDANCE WITH MASSACHUSETTS BUILDING
IT�2 I �\ \\ CODE AND APPLICABLE NFPA REGULATIONS, IF SO REQUIRED. SEE FIR
It I j II ------ - __ I I \ \ \ E PROTECTION PLANS BY OTHERS.
I`? t/1�
PROPOSED UNDERGROUND II
iT1 t 000 GALLON DTA-C CONTAINMENT I_ ` \ \ 15. PROVIDE A STORZ OR OTHER REQUIRED FIRE DEPARTMENT CONNECTION FDC AT THE LOCATION AS
"'�- \ \ SHOWN ON THE PLAN IF SO NO IT=
t ABLE, AN ELECTRIC, II �� \ \ \ REFER TO ARCHITECTURAL, MEP, AND FPE PLANS�FOR LAYOUT,EDETALS, AND S SPECIFICATIONS OF FIRE PREPARED
t NDUSTRIAL WASTEWATER HOLDING \'
�,�,` --Q I p t CABLE,- AND COMM ,� "ANK FOR FLOOR DRAINS PER (l_ �� 11 LF 4 CI OR SPRINKLER SYSTEM. F0R:
z C `- SERVICES FROM UTILITY POUOJ LTAIL #253 IRESERVEIDRAIN AT 2% --_ __-.0 Q7 AREA_ \D �' E II PROPOSED I I I t 16. GAS, ELECTRIC, DATA/COM IS SHOWN SCHEMATICALLY HEREON. ALL LABOR, WORK, EQUIPMENT Coastal Medical
-< --I IPROPOSED o t AND MATERIALS FOR INSTALLATION OF THESE UTILITIES SHALL BE OWNED AND PERFORMED BY THETp M 1 i jam p-�/� `n s I I \\ t \\ CONTRACTOR. UTILITIES SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET U.O.N. OR 1 ransportation Services
! Of-1->iLiE II �POfI 1 r1TION SERI/ICE I \ t j \ OTHERWISE DIRECTED BY THE CONTROWNG UTILITY COMPANY. CONTRACTOR SHALL COORDINATE ALL
C' FINAL LAYOUTS AND DETAILS WITH APPLICABLE UTILITY COMPANY. �c /AC -- - E/ 3 �� SF II BUILDI(�lG-- 600-SF I i \`\ ', 372 Yarmouth Road
;U y / a ' - fr - (I A �� ____N I I \�\ { �\\ 17. POWER AND COMMUNICATION DUCT BANKS SHALL BE INSTALLED IN ACCORDANCE WITH DETAIL #832.
C tit / ! II '" TP-1 \ t ( \ WHERE A DESIGN BY THE UTILITY COMPANY OR MEP ENGINEERS ARE PROVIDED THOSE SHALL Hyannis, MA 02601
n 0 4- TO ROOF, L -1- \ i I \ SUPERCEDE #C-832.
7 I rrl �I / a��,���, REFER,,TO PLUMBING
PLANS FOR DETAILS \ - p � t � t II � I � \ � I ` � 18. ALL COMMERCIAL LIGHTING SHALL DIRECT ALL LIGHT SO AS TO KEEP ALL LIGHTING WITHIN SUBJECT
LOT. ALL COMMERCIAL LIGHTING SHALL HAVE THE FIXTURE HEIGHT SET AT 20' MAXIMUM HEIGHT
Uj I ABOVE GRADE.
L f t "' i NDUSTRIAL WASTEWATER `; \\ \ \ 19. ALL LIGHTING FIXTURE LOCATIONS, SPECIFICATIONS AND PHOTOMETRIC PLAN SHALL BE DEVELOPED
PR P. FDC CONNECTION. ,Ij � `
SO ' f I COORDINATE FINAL LOCA�fiRN o HOLDING TANK AUDIO yAND \\ `\ \ BY THE LIGHTING VENDOR AND/OR ELECTRICAL ENGINEER. ALL FIXTURES SHALL BE LED AND MOUNTED PROJECT TITLE
0 I I I WI1'H FIRE DEPT. (SEE fP PLANS) VISUAL ALARMS AND C6NTROL \\ \ \ ON NOTED POLE HEIGHT AND CONCRETE BASE HEIGHT (FIXTURE HEIGHT NOT TO EXCEED 20 FT ABOVE �+
O = iW t r I EN EN EN I PANEL GRADE OR AS OTHERWISE NOTED Site Development
). p
PROPOSED FIRE AND DOMESTIC W r ! I `` \` \ I \ `� O For$�/th Ave
WATERS VICES (SIZES PER WG \\ \\' \ 20. ALL UTILITY CUTS THROUGH EXISTING CONCRETE OR BITUMINOUS CONCRETE PAVED SURFACES ,7
RD �- RD RD RD RD RD i
MEP ENGIN ER). COORDINATE I I a ��� \ \ SHALL BE SAWCUT. BACKFIWNG OF TRENCH SHALL INCLUDE 12" IN DEPTH FLOWABLE FILL TO THE
WITH WATER DEPT. l L .�- ° a 4is e \ BASE COURSE OF THE SURFACE TREATMENT. THE SURFACE TREATMENT SHALL THEN BE REPLACED IN
South Yarmouth MA 02664
KIND. IF THE BITUMINOUS CONCRETE SURFACE IS WITHIN THE ROADWAY, THE BITUMINOUS CONCRETE
O t I ,! �/ ?Q \ \\ �' TOP COURSE SHALL BE FINISHED WITH INFRARED TREATMENT TO BLEND EXISTING AND NEWLY PAVED
O \\ - SURFACES, IF REQUIRED BY THE MUNICIPALITY.
21. SITE CONTRACTOR TO OWN ALL EXCAVATION, TRENCHING, & BACKFIWNG FOR ALL UTILITIES AND
I
0_0
N �,' \ \\\ ` , MISCELLANEOUS WORK INCIDENTAL TO THE SCOPE OF THE PROJECT AND CONTRACT DOCUMENTS. CONTRACTOR SHALL REFER TO MEP AND LANDSCAPE PLANS BY OTHERS FOR ADDITIONAL INFORMATION
i
O \~�.\\ AS APPLICABLE.
_ 22. ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR IN
ACCORDANCE WITH THE SPECIFICATIONS REFERENCED AND CONSTRUCTION DETAILS PROVIDED IN THIS
PLAN SET WHETHER OR NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED.
23. ALL COVERS, CURB BOXES, GRATES, AND OTHER FINISH SURFACES SHALL BE RESET TO THE NEW
! y I t I O -_ FINISH GRADE.
Q I 24. THE FIRST 10 FEET FROM THE BUILDING FACE FOR STORM DRAIN SEWER AND WATER PIPING
�i
SHALL
YD
FOLLOW THE PLUMBING CODE. THIS INCLUDES THE FIRST 10 FT OF STORM DRAIN AND SEWER PIPE TO
BE CAST IRON MATERIAL REFER TO PLUMBING PLANS BY OTHERS AS APPLICABLE.
t11
25. WHERE UTILITIES CALLED OUT TO BE ABANDONED IN PLACE OR REMOVED AS NEEDED CONTRACTOR
SHALL OWN REMOVING PIPE AND APPURTENANCES AS NEEDED WHERE THEY CONFLICT WITH PROPOSED
WORK.
I tt � II
\ I z
JKL 2/15/2023 PER DESIGN REVIEW COMMENTS / I \\
O
DATE DESCRIPTION
` SHEET TITLE
SEDIMENT FOREBAY
Utility Plan
1 \N,
/ SHEET NO
1 t
1 �
r-
I I �
I
DATE: OCTOBER 11, 2022
t I i I t
o I I I 20 0 20 40
1 I I
SHED SCALE IN FEET
s
li j I SCALE: 1„=20'
FOR PERMIT ONLY -NOT DRAWN BY: JKL CHECKED BY: MWE
FOR CONSTRUCTION J O B N O: 2021-058 F I L E: 2021-058Ur.dw
COPYRIGHT c 2021, BY SMART ENGINEERING LLC, dba BAXTER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED. REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITED
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