HomeMy WebLinkAbout2015-09-01 Waterline Extension 6/17/15 2615 CHRISTiANSEN 8 SERGI,INC.
PROFESSIONAL
TABLE OF DINEN$IONS ENGINEER
.._... W., PUMPER CON%TOTIO.N
BENDS B e D E F BEelas e c a E P _FACES PGAa �TOvr481AWANO WELLINGTON PLACE IS A PROPOSED RESIDENTIAL SUBDIVISION THAT HAS RECEIVED PRELIMINARY APPROVAL FROM THE PLANNING BOARD.
e H-Rt I5 1z 2. fr 6 as B• 36 1r 2a 1G A DEFINITIVE PLAN IS BEING DESIGNED,A PART OF THE PROPOSED WORK IS TO EXTEND THE WATER LINE FROM BRDOKVIEW DRIVE TO THE
.
6• 22-uz' 1s• 13' 6• 03' 3n" xr- NaTE:MYDwurrs SHALT orEN LEFT}t( YALVLS SMALL OPEN RIGHT
B• 11-tT' 22' u' 3- ar 30• 24• }j{ SUBDIVISION PROPERTY,
B' 22-1R' 22" FT 8' 00' 39' 36- VALVE BOX 18- 18- II' FBIISHEO Gf>f9E '
Ir 11.1W 30' t5- 12- 45' 1 4D• 40•
Fz• a-+12' 3s• 2S- 12' eo• 6n' sz- BOXFORD STREET HAS BEEN RESURFACED IN PARTAND THAT RESURFACING WAS STOPPED JUST WEST OF THE PROPOSED SUBDIVISION
BEtfas v E �. ROAD.THE DEVELOPER HAS DISCUSSED WITH DPW,ENGINEERING AND THE WATER DEPARTMENT INSTALLING THE WATER LINE EXTENSION j
! LACRNu PRIOR TO SUBDIVISION APPROVAL SO THAT IT WILL BE INSTALLED THIS SUMMER AND THE RESURFACING CAN BE COMPLETED,THIS WILL
AVOID INSTALLING THE WATER LINE AFTER THE RESURFACING HAS BEEN COMPLETED. PHILIP0.CHRISTIANSEN
/ ! 1'q REDUCER OATS VALVE "' 7}1RUST BLACK
s Dw.rIPE IVN,BEARI.y03 SO, THIS APPLICAT#ON IS BEING FILED TO ALLOW THAT CONSTRUCTION TO TAKE PLACE.ALL OF THE WORK WILL TAKE PLACE WITHIN THE
uimisTVRBen FT.-ao NOT BLOCK ROADWAY PAVEMENT,THE WETLANDS WERE FLAGGED BY NORSE ENVIRONMENTAL.APPROXIMATELY 200 FEET OF WATER LINE WILL BE
SOIL - - BRAIN
PLAN SECTION 1-1 — cRusHeasrou£I1.9N INSTALLED WITHIN THE BUFFER ZONE OF TWO DIFFERENT WETLANDS,
TABLE OF DIMENSIONS B'CLaf M1EGR
•' D2CumI
- wATERPAVI DLvr THE SITE DOES NOT LIE WITHIN THE LAKE
TEES G H I J TEES G H I J PIAE 1wx 18•xfi•
CLASSC Cm CORO. COCHICHEWICK WATERSHED PROTECTION DISTRICT,
fi•x 6"x B' 12' 2d' 2d' 4B' 12`%f2'%6' 12' 2d' 2d' 18' BASE
85�8'xV 12-x 12-x8• 2d' FLOW IN
s•x 8'x 8• 2r 12'x 12k 12 36' 36'
TEES HYDRANT CONNECTION DETAIL F0.TEREDYIATER
14 1 1 1 i I I l t
i NOT TO SCALE - T1Ew'rrrl i l i l i l i l i!i l i l i s i r i l
1t ,; SBIP I'i l I I I I i I IT
2 1 G . f PUASP DISCHARGE l� �TNsI
'? UNDISTURBED rjt -... (12I mx"'
i Z} �
PLAN SECTION IL
-_._.__ % _ Area to lr?Prolected J-` �s{�ls y fA Io y' sz".€6• f HnsE 7O SOIL
E &kG
ON2-2 T Alen bM9 Plo!atied 57wh Wea �i s5 �� _ �u1.1
NOTES'. Rxna9 " ��' / I ,j55244 YN--171- _ T PAVER UNPAVED
I,PRaVIDE BLOCKS FOR TAPPB2G SLEEVES.OEAU ENDS•GAW VALVES. _ {i23 �, //t � �: T_I}�'. 12 24"OIA II ICI II I T�
AIID VERTICAL BENDS(SAVE SIZE AS REQUIRED FOR TEES), 'l - 44�! T _ PERFoRATEB •• IC"• N.Y
^m ';. q3 z4 .,/' HOPE PIPE PAVEMENT AS REQUIRED
PROVIDEANCIIOR ROBS ArVFtECAL BEtmsAW GATE VALVES,
T 4"LDAk,785EEU
2.CONCRETE S14ALL NOT BE PIACEDAGAIHST PIP£DI FITTING. LV011t A'Ca FilfCM27 DOm�151 I I E I!3 I 1 I!I!I E11 I - GRAVEL ROAD BABE
J-CONCRETE SHALL BE X A PS€TYPEI $'JISgnTM li Ills ll! IItI I i,00
SUITABLE GRANULAR MATERIAL
CONCRETE THRUST BLOCK DETAIL Flluexxan Mooxx"" I- L THOROUGMLY COMPACTED IN z
Plan ViDW Filtrexx@Sill5oxx'"'Seclion TOP VIEW I.112•CRUSHEn 12'LIPTS To 95Y OF AASHTO - w
NOT TO SCALE ICI STONE >O w
T--99 MAXIMUM DENSITY
SEDIMENTATION CONTROL DETAIL 2 DiscHARSE � °e" NGDAa
1.All mat vial lomeet Fl5esxfl speohras'cns. AGGREGATE UNDERLAYMENT FOR PIPE MATERIALS OTHER
2.$It50�"'F+;mF-0s4'Sallrpckfs2pd fiil to mkylappll0a8an real.€:slren5. DEWATERING SUMP DETAIL SAND CUSHION:HANG Ia s1`L THAN PVC,SUITABLE BACKFILL
3.5'ItSnsc^'daflclad is for m[nSnlans ss,Crealer sIW may require lager sales Per Ills Egreal. SIDE VIEW U07TGBCA!E PLACEDANDCOMIPACTFD �° r MATERIAL MAY BE USED FROM
9.COm ImaSdaf€o Ge tl�'s Issdwsi!e.es detarmined6 C�e Ert;fzrucm hklilror. _ _ T'. ABOMIO-VE
PIPE
TO 12'
P05 L'E y D ti ABOVE TOP OF PIPE
DEWATERING BAG DETAIL D mm
NOT TO SCALE COMPACTED SCREENED
GRAVLL(45%OFAA$HTO y"
T-99 MAXIMUM DENSITY)
1 r..,.
F3 - 1 SHEETING AS REQUIRED
NIF GORTON FAMILY TRUST F NIF TYPICAL TRENCH
\°� \\\ \ F N!F TOWN OF NORTH NIF
`\ \ F TOWN OF NORTH MOTTO SCALE\ \ \ GDRTDN FAMILY TRUST ANDOVER ANDOVER
} r GENERALNOTES
`M1reJ NIF I i fig' r F 1. SURFACE TREAThIENT OF UTILITY TRENCH FOR INSTALLATION OF UTILITIES
END AFTER PLACEf,1ENT OF BITUMINOUS CONCRETE PAVEMENTIYRFIN A
BRIAN HANSSEN SUBDIVISION OR IN AN EXISTING ROADWAY SHALL BE AS FOLLOWS:
sLL \ 4/ B. A TEMPORARY BITUMINOUS CONCRETP PAVEMENT PATCH5HALL BE
} I I I L \ \ CONSTRUCTED OVER THE BACKFILLLDTRENCH.THETEMPORARY
! I I EDGE OF BORDERING
I I \ PATCH SHALL BE 3 INCHES of DiNOER COURSE F.tATERIAL ATA 1.1INIl,1Uht,
I \ \ VEGETATED WETLAND BUT SHALL MATCH THE EXISTING PAVE!,lLNT7HICKNES$,
NIF I / I i !
! / j I I �r� b. AFTER A PERIOD OF ONE YEAR TOALLOW FOR SETTLEMENTOF THE
30RTON FAMILY TRUST LJ 1
UTILITY TRENCH,THE TEMPORARY PATCH SHALL BE REMOVED AND A
>::1-. PLRMIANLNT PULL.-DEPTH PAVFMENT PATCH SHALL THEN BE
} I J // �` �! / I / •�L~\ °� 2 CONSTRUCTED,
2. EXISTING PAVEMENT SHALL BE SAWCUT ON BOTH SIDES OF THE TRENCH
1.0 PRIOR TO CONSTRUGTION OF THE TEMPORARY AND PERMANENT
! j y ! �� 9 EXISTING PArcHEs.
I r t abT w 12"WRTE�
\ 4 \ LIMIT OF 100'BUFFER
\ } +y,- 3. ALL UTILITY TRENCH WORK IN CHESTNUT STREET SHALL COMPLY WITH
\\ ! I 1 1 \� �� I ti ! �' ZONE nH NORTH ANDOVER D.P.W.STANDARDS.
.\ \\ !/ \\ \� •\ `� "AJ%' $ 4. ALL UTILITY TRENCH WORK IN TURNPIKE STREET SHALL COMPLY WITH
4 4 E EXISTING _ MASS H€GHWAY AND NORTH ANDOVER D,P,W,STANDARDS.
DEWATERING StlM I HYDRANT / CONNECT TO
L 6 XISTINO WATER FULL-DEPTH PAVEMENT PATCH REQUIREMENTS
SURFACECOURSE: 1-112'OF CLASS I BITUMINOUS CONCRETE
SEDIMENTATION CONTROL E3 -TYPE 1-1 TOP COURSE MATERIAL
E4 ' OVER
• \1 �5 ; ,\ ,\\\\\ \\ ` , / f3?SA BASE COURSE: 4"OF CLASS I BITUMINOUS CONCRETE
PROPOSED H4DRANT TYPE I-1 BINDER COURSE MATERIAL
�i40' \827 \�\\\\� \\\ / 9Z2\ r T a ✓ 1
\ PRUPUS GAF\VALVE �,A� `� �L\�� ���6L
\ L
\\- - f� ; y yy WATERLINE EXTENSION
FCSRQ STREET
- WITRTHR U 0 LOCI
°�' tC /
r s x NE E
FOR
\ ✓ -
NIF WELLINGTON WOODS
y� IOU' 5� GREAT PINES ESTATES IN PROPOSED
NIF CNRISTINEIHEACOCK NIF NORTH ANDOVER, MASS. WATERLINE
----f avi SEDIMENTATION Nrlxa WALTER WILSON JACOUFLYN BARRY
PROPOSED THRUST BLOCK LAYOUT
NIF NIF
WATTER WILSON CHARLES BROGAN RECORD GORTON FAMILY TRUST APPLICANT:MESSINA DEVELOPMI£NT
OWNER$ CIO JOYCE URAO$HASY 271 WASHINGTON STREET
62413OXFORD STREET GROVELAND MA 01$34
NORTH ANDOVER,MA 01045 DATE:JUNE 9,2015
REV:GIG t5,6!17115 j
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