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EXISTING UTILITY NOTES: COLLABORATIVE
- 1. EXISTING UTILITIES, INCLUDING DRAINAGE FACILITIES, HAVE BEEN
18" TtA1 a IN 1 } -- SHOWN WHENEVER POSSIBLE AND ARE SHOWN AS APPROXIMATE
RENOVATIONS
e a } FROM "TOPOGRAPHIC PLAN" EXISTING CONDITIONS BY KITSCH
s- -- - - -- `- 'r ENGINEERING DATED SEPTEMBER 10, 2013 AND "SUBSURFACE
SEWAGE DISPOSAL SYSTEM" AS -BUILT DRAWINGS BY EMAC 1175 Route 28, Yarmouth, MA
f { 'X" CUT ON H RANT $ j f % r \ ENGINEERS DATED OCTOBER 16, 2003. THE CONTRACTOR SHALL
9 f0 ® p I !,� VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND AND
LE� 213 $8 U
t J ( ) I t , OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK. P
ANS' DAMAGE TO EXISTING UTILITIES SHALL BE THE
J �r WOODED AREA / � � •w � � � � � CONTRACTOR'S RESPONSIBILITY AND ANY EXPENSE BORNE BY
1 5 THIf, CONTRACTOR.
1�A a Y q( y 1 S 2. EXITING UTILITIES, UNDERGROUND AND OVERHEAD, MAY EXIST IN
Y t 1 j �93�.$ \ �2. A "; 2 Fordures in cri
UTI>I,e \ ADDITION TO THE UTILITY INFORMATION SHOWN ON THESE PLANS. Qj
':� ----, � �Q C� In Unum
.3 ~ a� 3. COI' TRACTOR SHALL NOTIFY ALL UTILITIES PRIOR TO EXCAVATION. 9 tj OI.
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} .$L i, x j� ° �j ` 2� 4. CONTRACTOR SHALL NOTIFY "DIG -SAFE" AT 1-800-344-7233 PRIOR --
; 4 ) k TO ANY EXCAVATION. LOCATIONS OF WATER, SEWER, ELECTRIC Owner:
7x1 4 ANIS GAS ARE APPROXIMATE AND FOR REFERENCE ONLY.
418 Bumps River Rd
CONTRACTOR SHALL INSPECT SITE AND FOLLOW ALL DIG -SAFE
\ a' Osterville, MA
rn ;0_ o� MARKINGS.
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14 h 5. ELEVATIONS OF EXISTING SEWAGE DISPOSAL SYSTEM
F COMPONENTS ARE FROM "SUBSURFACE SEWAGE DISPOSAL 400 Massasoit Avenue,
} ` i ¢
SYSTEM" AS -BUILT DRAWINGS BY EMAC ENGINEERS DATED Suite 300, Second Floor
1 INSTALL WYE INTO EXISTING \ s OCTOBER 16, 2003. East Providence, Rhode Island
TQ p.(401) 331-9200
f - / ] / u °�, 4 6" SEWER AND CONNECT'
7 { _
C 4. NEW 4" GREASE LINE 1 °
�.---'- 2 Hampshire Street,
--- /,r 12" � ~'`- INV. EL. = 10.21 �`� �% �
1 » {a v} 1 APPR0 ATE SEPTIC Suite 106, First Floor
� \ EXISTING SEPTIC TANK >_¢ ONs PROPOSED UTILITY NOTES: PoXbOro,Massachu5ett6
J.- ,T Rowse
w / e p. (774) 215-0290
f 1 : O .�� \ TANK f } 1. W TE AND VENT PIPES FROM BUILDING TO 10' BEYOND "� VBG
a 4..: � . i \ INV. IN = 9.96 F,� krsMtects rowseC"}rowsearchitects.com
I �\ APPROXIMATE PUMP . � f OUTLET END OF GREASE TRAP SHALL BE INSTALLED IN
1 \N M$ER
LOCATION ACCORDANCE WITH MASS PLUMBING CODE BY PLUMBING
EXISTING S 1 CONTRACTOR (P.C.). GENERAL CONTRACTOR (G.C.) TO OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND
SPECI4 CLEAN OUT 5 s INSTALL REMAINING SEWER LINE AND CONNECTIONS. ARE, AND SHALL
MAIN, THE MENTS
P PROFESSIONALS TELT.
C J
ARE, AND SHALL REMAIN, THE PROPERTY OF THE ARCHITECT.
THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART,
✓ r. R=12.9s�- \o / / FOR ANY OTHER PROJECTS OR PURPOSES, OR BY ANY. OTHER
w • ,„,„,.«. 5 N11 `� "" ,. } / 1 , PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT
�,.," sw.:A .,,.,„ ^•-^'^' 146 W �.._,. �_-- a 4" SCH 4O PVC 84 '.` BS.O �`�-. f, i a 21 •`��! 1. WITHOUT THE EXPRESS AUTHORIZATION OF THE ARCHITECT.
?C j J � � '
' ^• 1._.A AIFS. /
CONNECT TO P.C. TERMINATION e r 1 / y! x 2.7
/\ ELTRICAI I. J
2413 29.3 22.3 'o ° BY . P.C\ \ f ! / # 1- 23 .5 BID PLAN
`
O 'PROPOSED GREASE TRAP \ % J
VOL. =2,000 GALLONS BELOW FLOW LINE
0 0 0 INV. IN = 11.10
arc W �- % N �� t�, INV. OUT=10.85:. „,w a !/ r '' ' � GENERAL NOTES
22.3 r / EXISTING e� Y \ \ A.9 / 2.2
ELECTRI WG 2< ,V �� f f✓
METER Ss UE 2 CLEAN OUT' / ` C t `\ r ' 1. CONTRACTOR SHALL VISIT SITE, PRIOR TO BID, AND CAREFULLY
.22.4 i�, r(#F5 :INV. =11.1$. I .•"` . 2.5 INVESTIGATE AND EXAMINE THE AREA OF WORK SO AS TO SATISFY
BY,P; P.C. �+,- "a HIMSELF AS TO THE NATURE AND LOCATION OF THE WORK.
�'9f -`'�^ \. ✓""- 1 / �" CONTRACTOR TO NOTE THE CHARACTER, QUALITY, QUANTITIES OF
Gr ,1$ _.„„_ _..il � \ � T � Fes,. Y A, f MATERIALS REQUIRED AND DIFFICULTIES TO BE ENCOUNTERED,
ery 1V yl'-> -'"� �,,... -•""" '®'I""' THE KIND AND EXTENT OF EQUIPMENT AND FACILITIES NEEDED
FOR PERFORMANCE OF THE WORK AND OTHER ITEMS WHICH MAY,
2 2 IN ANY WAY, AFFECT THE WORK OR CONTRACTOR'S
s^. o- •3. w.--.. --^ PERFORMANCE.
'..
N L N�' D _ii $J ta. P• .,°ww )J/ m"� 2. DRAWINGS NC
LUDE NECESSARY COMPONENTS FOR
2rn 2q8 CONSTRUCTION SAFETY.
EXISTING
/ 1$^ SEWER LINE
2.2 ! y INV. = 11.35 j
_
v 2 3g PROPOSED \ j/ 2�Z
4J GREASE LINE
vrn rn yO F Dg 4. t INV. = 11:8 -- _/ / 2 J' `-•,
4 M1
110
COASTAL
47
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j 00,00 ^°-.... ...."° 260 Cranberry Hwy. Orleans, MA 02653
HT } IaRiL. i e""•^ �^--..... 2 � 508.255.6511 P 508.255.6700 F
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FILLED TO TSP 6 2�..6 PLASTIC
IN° Ps ' WTH DIRT 1 COVER
1 1 02 DAVID J.
2� 2 f i� MICHNIEWICZ JUN 2 7 2022
CIVIL y
y 2.$ 43 Q
4 0 h S PIP tY, HEALTH DEPT.
T � #x=2;2, ��
26" HEAVY DUTY "SEAL-TITE'-'
CAST IRON FRAMES AND R=22.20PLAYGROUNDSAWCUT EDGES OF EXISTING PAVEMENT
COVERS TO FINISH GRADE R. AREA TO TO OBTAIN CLEAN FULL. THICKNESS BUTT Date: 03/08/2022
LABELED "SEWER" 12" MIN. JOINT ON EXISTING BASE AND REMOVE
8
��� �. LIM IT OEEXCAVATION 12°. CUT PAVEMENT TO PROVIDE. STRAIGHT Drawn by: JJBmGM Proj. Mgr.: DJM
..,---- �-�-, ..,;` ,.-•-- `l '�", _ EDGE. JOINT SEALER REQUIRED BOTH
FINISH GRADS=21.2± 3' MAX. I� =22.24 . \ \/ L AM AND SEED SIDES. CUT TION SI 12" MINIMUM BEYOND
ReVIS1011S
TYP.) �' � � � ,,� \
/ j,!a a \ \,�\ uN AveD No. Date Description
\ ° _ PAVED FINISH GRADE
.." _t I S s 3 " ^"s'M.+ i \ III=III III III=
«� . S a f i /.. / 1 03-22-2022 DETAIL &NOTES
CO
40 4 1 ✓. BITUMINOUS CONCRETE
I > crV y I� E PAVEMENT AND BASE
BASEMENT SLAB :.;s `e sc;l3t� 2 2 2 5D �» d
VARIES
.r;,t' f ? i'F �`'e " COMMON FILL -COMPACT T095%MAX.
EL. 16.1± fY '+ ��� a
R=2 .54 1$-- DRY DENSITY UNDER ROADS &
BY BY DRIVEWAYS & 90% MAX. DRY DENSITY
P.C. ` ELSEWHERE
PLAN
CLEAN SAND FILL
. _LIQUID LEVEL 12" PLACED &TAMPED BY
4 13' - 9" 20 10 0 20 60
11.60 DROP: 2" MIN.
3/4' PLAN SHOWING
HAND
11.00 3CRUSHED
" MAX. 10.75 VARtEs
IPE DtA DIAMETER
5'-5"
LIQUID 10' TO BE 1 inch = 20 ft. ONE
VARIES 6 H BEDDING AND PROPOSED
I` - 12" N R CK :
_ 1 50±' -Yz LIQUID DEPTH INSTALLED_BY
PLUMBING - -- - //i//'' ...... BACKFILL- - GREASE TRAP
DEPTH REQUIRED GREASE TRAP CAPACITY: NOTE: RESTORE ALL DISTURBED AREAS TO EXISTING,
,. 12" CONTRACTOR 12" P. } 12"Tl'P.
FLOOR EL = 5.33 ; 80 PERSONS (50 STUDENTS + 30 STAFF) x 15GPD / PERSON = 1,200 GAL. REQUIRED PRE -CONSTRUCTION CONDITION IN-KIND, INCLUDING L
1,200 GAL. REQUIRED < 2,000 GAL. PROVIDED BUT NOT LIMITED TO CONCRETE SIDEWALKS, UNDISTURBED FIRM Yarmouth Health Departm t
o� BITUMINOUS CONCRETE PAVEMENT, AND BERMS, GENERAL NOTES: MATERIAL APPROVED
COMPACTED BASE GUARDRAILS, SITE LIGHTING, LAWN AND NATURAL
NOTE:AREAS. THE EXISTING SITE CONDITIONS SHOWN 1. FINISH GRADE MATERIAL VARIES (SEE SITE PLA
WITH 6" LAYER OF Nam
WASTE AND VENT PIPES SHALL BE INSTALLED CRUSHED STONE. HEREON MAY NOT REFLECTED ALL EXISTING SITE 2. COMPACT CRUSHED STONE IN HAUNCHING ZO D) e
IN ACCORDANCE WITH MASS PLUMBING CODE GREASE TRAP IMPROVEMENTS AND UTILITIES. BIDDERS ARE
BY PLUMBING CONTRACTOR (P.C.) RESPONSIBLE FOR EXAMINING THE WORK AREA TO UTILITY TRENCH
-SEE PLUMBING PLANS (INSIDE DIMENSIONS 101 X 5'W) DETERMINE THE SCOPE OF RESTORATION WORK C20301
VOLUME BELOW LIQUID LEVEL = 2,000 GALLONS
THAT IS REQUIRED. NOT TO SCALE
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