83- 843 Plans^- GENERAL NOTES
1. 100 -YEAR FLOOD ELEVATION IS 10' AND IS BASED ON FLOOD
INSURANCE RATE MAP, TOWN OF YARMOUTH,, MASSACHUSETTS,
COMMUNITY PANEL NO. 250015 0005C, MAP REVISED JUNE 17,
SCHEDULE OF RIMS AND INVERTS 1986•
_ 2. MAXIMUM ANTICIPATED GROUNDWATER ELEVATION VARIES 6.8' TO '
" 9.8'. I
- i
r DMH -1 R = 15.00• CB -1 R = 12.50 #1 LEACHING GALLEYS /� N� 3. PROPERTY LINE SHOWN COMPILED FROM A LIMITED ON THE GROUND
I = 8.98 (12" FROM CB -1) I = 10 32 (12" TO DMN-1) - BOTTOM OF STONE ELEV. = 10.8 R-90rRT I• WHITE SURVEY AND PLANS AND DEEDS OF RECORD. FINAL PROPERTY
I = 8.98 (12" TO FE-3)A,'D LINE DIMENSIONS PENDING SURVEY COMPLETION.
A1J
CB -2 R = 12.50 #2 LEACHING GALLEYS - '
DMH -2 R = 16.81 - I = 10.72 (12" TO DMH -7) - BOTTOM OF STONE ELEV. = 9.3 t.DUL r= C. WH Ilr= NF 4. ALL ELEVATIONS REFER TO NGVD 1929 AS ESTABLISHED FROM THE
I = 13.77 (12" FROM CB -3) - �? FOLLOWING BENCH MARKS FROM THE TOWN OF YARMOUTH, z
I = 13.77 (12" TO #3 GALLEYS) CB -3 R = 16.50 #3 LEACHING GALLEYS )%^j�{Q / 725 'G�Q DaN4 ENGINEERING DEPARTMENT.
I = 14.00 (12" TO DMH -2) - BOTTOM OF STONE ELEV. = 10.5
DMH -3 R = 17.20 - i") BM 13 Ow
I = 13.77 (12" FROM CB -4) CB -4 R = 17.26 #4 LEACHING GALLEYS VEiA I PAN6TFLA6 STATION 56+04' LT.
A' I = 13.77 (12" TO #3 GALLEYS) I = 14.03 (12" TO DMH -3) - BOTTOM OF STONE ELEV. = 10.5 / % RR SPIKE IN 6 -INCH PINE CORt1ER HUCK ISLAND ROAD AT w
l N/F /
746/43 17 INTERSECTION WITH HIGGINS CROWELL ROAD, EL. 31.12'. U)
DMH -4 R = 19.00 CB -5 R = 17.26 - C. Cn
I = 13.77 (12" FROM CB -5) I = 13.87 (12" TO DMH -4) r 95`4f=_F � BM 17
I = 13.77 (12" TO #4 GALLEYS) FE -1 I = 9.50 (12" TO FE -2) 'A.'/ STATION 56+04.1 20' LT. r
CD
CB -6 R = 12.50 , t'1t"� /' // \ - CONCRETE HIGHWAY BOUND, N/W CORNER TOWN BROOK ROAD AT w
DMH -5 R = 19.20 I = 10.22 (12" FROM CB -7) FE -2 I = 9.00 (12" FROM FE -1) ;' /` INTERSECTION WITH BUCK ISLAND ROAD, EL. 26.85' cn F- M
I = 14.27 (6" FROM RD) I = 10.22 (12" TO DMH -6) � M • CA.H09Q J Z �
I = 13.77 (12" TO #4 GALLEYS) CB -7 R = 12.50 FE -3 I = 8.50 (12" FROM DMH -1) �; (( �jrlL{8 c025, 5. UNDERGROUND UTILITIES WERE COMPILED FROM AVAILABLE RECORD O -
' 6 PLANS OF UTILITY COMPAN_ES AND PUBLIC AGENCIES AND ARE �
DMH -6 R = 14.20 Z = 10.30 (12" TO CB -6) FE -4 I = 9.50 (12" FROM DMH -7)i r „ ,�: ` 8 APPROXIMATE ONLY. BEFORE DESIGN AND CONSTRUCTION CALL > I I 1 I I
I = 9.54 (12" FROM CB-6)'OFIN LLT WITH EXfSl1NCI _ \ "DIG SAFE" 1-800-322-4844. SOME DATA IS CONFLICTING AND �0
II
I = 9.54 (12 TO FE -5) CB -8 R = 14.56 FE -5 I = 9.00 (12�� C.
FROM DMH -6) .,.( 1, \\ CAN ONLY BE VERIFIED BY EXCAVATION.
I = 12.60 (12" TO CB -9) G ' 9' WATERLINE
DMH -7 R = 11.90 FE -6 Z = 14.50 (12" LEGEND, CB -11) .. 12-(o REoucEf�. \� 4rt \ E - 6. FOR EXISTING CONDITIONS LEGD, REFER TO SHEETS 2 AND 3
a I = 9.91 (12" FROM CB -2) CB -9 R = 14.56 �'', '' > 5U OF 8. -
I = 9.91 (12" TO FE -4) I = 12.50 (12" FROM CB -8) FE -7 I = 9.50 (12" FROM DMH -9) - N"''Jn„ � = ,I t: j; / \`� ;' _.pCa� .TTS• 'C\� eek
I = 12.50 (12" TO #2 GALLEYS) �N P''�? .,, Iv CO \ �' j OWNER'S ENGINEER TO INSPECT AND CERTIFY ALL SITE WORK.
DMH -8 R = 19.00 - • �'-"9 X 'v;S£ _r 13 A
51-.1 E'{�L`�• !`�' / 5 \ / LIMIT OF WORK COINCIDES WITH LOCATION OF EROSION CONTROL BARRIER.-
I = 14.65 (6" FROM RD) CB -10 R = 18.50 t` r ` )J
I = 14.15 (12" TO #1 GALLEYS) I = .15.76 (12" TO CB -11) 1057/70'1' \C NOTES
- r..'
DMH -9 R = 11.60 CB -11 R = 18.00 - "'i.Fi� 0 /�. 1 DRAINS TO BE 12 -INCH RCP.
I = 9.70 (6" FROM RD) I = 15.16 (12 FROM CB -10) {, _R N
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DRAIN PIP;;B��UNDER ZNPAVE.Y..,7T TO BE`�w
I = 9.70 (12" TO FE -7) 1 = 15.16 (12" TO FE -6)
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t L! l . 'i BUILDING INFORMATION
T BM ' L.'L-1--.i,� ,;''', t / % t �/ / -cvq, 5 ; 1 \-`=" �_ s� ,.Y g i •- Ym 99 ,/'' / ,,.,5
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CB/DHc'O>�`,•; /'� % rC w II .c .a- - y- BUILDING NUMBER MAXIMUM OVERALL FINISHED
l= 5, D �`-� / 6 44. �� / _ OF UNITS HEIGHT DIMENSIONS FLOOR ELEVATIONS 7
ELEV.=16.65," i�G ti/ 1 _ _ ...
H.P. x / FE' �_ /' �E k ' -zb'/ \_ 19 10 27' 2441 X 511 18.0
T - /l. i 20 8 27� 2061 x 491 15.0
21 8j -`'� 13.0
ro E -x gPA9"695.yy/ F / / 11 -Io ex. � \ � � � :� /� / .... \ ti� 4 22 5 27 148 x 491-611 15.0 �i i Q � t Q
PHASE IIA E0.9a.
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PHASE�MAi v a r a( L✓ �. - a / i / `. _ R 23 5 2 7 14 8 x 4 9. 6 15.0 _j U�
n C9NN,8 QNA55: \ 'tE 1 1 1 _ 11
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' 3 i v \ ' T \ r •i.. 24 5 27' 148' x 49'-6" 15.0 D
\\ h Ce \ \� s9 / v F \ 25 3 27' 110' x 47' 18.0 -, -, Z C] Q
ex MNecT ro E.\ O 6 26 10 27' 246' X 51' 20.0 U W Z
FOR REFEREN E SEE DWGS.TITtEDS H /-1.123
PHASE IIA f SAI C,U/T gr1ATTC11 �CIST�G FAV Nt ti° v' �: s e., >,. FE -2 - { 0�5 ..__ °� � v J a- -1 Z
BUCK ISLAND ONDOMINIl1(RS A5F11A / ,>� 2� $ s'om' <�` ' ,c� C �v� v� .T 0 (n
��C Y r \� NOTE: MAXIMUM HEIGHT IS ABOVE FINISHED GRADE AND IS J
\ \ APPROXIMATE. Q 0
SHEETS I -7 L / e e s - - \
PREPARED BY BEA�LS B THOMAS, INC. %; / v t r c - i ��. die Q�� \ \ 40. \\\\` \ �c \ \K 1 ' U'
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`„' I i SI'YF ` 1' ,.,INS ;r' lFk -=_.+. _\'`-- 12 Y _ \\�``�\l.�
DATED OCTOBER 1987` \ h j I AciiNGF r OVER J < �F °c k - - 4/ \ ; \ \ \�\ \�\\�\\`� \ i, W m Q
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SEWER MANHOLE a SMH EROSION CONTROL BARRIER
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HYD PROPOSED CONTOURS
RIP -RAP -• 18-._•.
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SEWER LINE 100 WETLAND BUFFER
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CON NECI TO _ a
E-JA:WA-Cl _Dd) t - t4. y,p � \cM:,P» t% r,
A 77 z< g Exl5 _TTRAN (REQti?RED FOR PARKING LOTS OF 20 OR MORE CARS) U o
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CONN Td"Ex. sE+PER _ f9 !8 5� zaw REQUIRED
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B ;- / ��� 39 SPACES AT 1 TREE PER 8 SPACES = 5 TREES REQUIRED N m _J c9 Z O
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y \ b au/1\ �+• 30 SPACES AT 1 TREE PER 8 SPACES = 4 TREES REQUIRED W Q 0 N
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26 SPACES AT 7 TREE PER 8 SPACES = 4 TREES REQUIRED Ld
3` Y
P M� \,.^v�vP` 13 DECIDIOUS TREES WITHIN PARKING LOT, SIZE 2-2 /2" CALmF
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// I '' �)v 20 / Gy THIS DRAWING IS NOT INTENDED FOR 1- O
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c - �' / d f e. //v _ CONSTRUCTION UNTIL ISSUED FOR 15 DECIDIOUS TREES WITHIN PARKING LOT SIZE = 211-21 " CAL W W 3 w
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1=1-E PHOHE AND Et.Eap _ 2
CONSTRUCTION BY BEALS AND THOMASINC. w x .
M•KE►EACE
MATCH SHEET 5