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HomeMy WebLinkAboutPlans - 140 ACADEMY ROAD 7/26/2011 20'WDE SANITARY _ SEWER EASEMENT 55 70' 66.70' SLOP SOE CEEDING 259-TYPE ,: 1 NORTH PARISH �.�'-��� - ----------- CHURCH 1^ ROBERT STEVENS . . . . ..�z`✓ _ z NIF �1. .. . . .�/'- _ ,ror'- - DOWNES ---- ----LOT 6 \�\ \LOl'\3B \\ �o - _/-�T/�,t,T� _ t6T 5 ;-�LL------------29.x:8&F.-____- ` \\: --- WALL �------------- \ \ \ \ \\ \ ��\ �� _� i - _--_ ---_-\ tZx \ \ .. \ �_\ s, `\ \ \ \\ °\ \\ w_ . ie ------------�v a --- ---- 2 }' - -' -- -- ------------ U - \ /- 8 � \\ \\ \\ \\ \ \ 'y ' �-,x-_\\�fit,. \ \ \ \ \ \ __ _ _ i�✓ .�e'� Ek\ INV-174.04 \ \ 7. .i % - f/ �isY EX 6•P 5 `•. \\\\\ \` ` ..- --- -_J!- i'' IIIV=t74.22 LLP.F0.1k \ \� \ .� \ -_ I 7 r .- - " _ 9.75 _7- .l°7?6.02 _ j , - 55.25 -7 -e­ _y68.90'.32,A .- .-�•w /�� ca h RIN=174.65 _ - T - - t„- °Z-, . - INVIN=/7151(SW) -. P _ _ -- _ -- jp oS - INVAN=773.49(NE) ��='t=- � - -67.69' - �.2'�,3� `�\ INV.OUT=172.41(12') 4 --10'VC < _ _--- \ - -l /-E%IST.WATER MAIN SMH-ex � ` RIM=175.51 _ --- 12'w - INV.=166.50 12•J - _ _ _ _tz w_- - ---- ---- �- - y -- --__ _ _ --�-- - `\ ---- - __ -----_=_- ------------ `EOGE OF PAVEMENT ---- - - __-____ __ BENCH h1ARK \ rg 5 - --- \\ NOTE: MAG NAIL SET '� / -�� / NV-72'.65 STREET ca / 1 ELEV.=175.70'(NGVD) I /,� /+�l (� F f --- `- 166.65--- --- WERE BASBANES WETLAND CONSULTING STEVENS i/ I� -- _--___- '---- NAAUGU T 010. RIM=172.51 / -1Tx INVIN-169.66(12•) 3 RN.IN=16129(24•) 1 { A/G "L✓ - -- _.-__---- 2C 3-A INV.OUT=16310(24') _... -- -_-_ _100 ODF •�-• -• .. 4C 5C f _----_'_ --_ FER ZONE ,/ AL �A._.._.--A\ \c �Cz�d��y,' � ,���-' �,---,>F� •� � � � ,tt 'r` � Jul .A6C . AL 2A \ \ \ i4RENSED 07-26-11: PER PEER REVIEW COMMENTS REVISED 06-27-11: PER NOTES: -REVISED 04-21-11: GENERAL REVISIONS NTS A` 1.) THE INTENT OF THIS PLAN IS TO SHOW THE PROPOSED LEGEND: 6) USE OF FILL MATERIAL CONTAINING HAZARDOUS MATERIALS IS 11.) THE LOCATION OF EXISTING PIPES,CONDUITS,AND OTHER AL AL IN a CONSTRUCTION OF 5 DETACHED SINGLE-FAMILY HOMES WITH PROHIBITED. UNDERGROUND STRUCTURES OR UTILITIES ARE SHOWN EXISTING CONDITIONS PLAN ,_-_` APPURTENANT GRADING,DRIVEWAYS AND UTILITY SYSTEMS. BASED UPON EXISTING RECORD INFORMATION AND ARE NOT `s' EXISTING CONTOUR r 7.) THE LIMITS OF WORK(i.e.SILT FENCE LINE)SHALL BE STAKED WARRANTED TO BE CORRECT,OR THAT ALL SUCH FEATURES STEVENS STREET 2.) THE WORK IS SHOWN ON A PORTION OF THE PROPERTY OUT AND INSTALLED PRIOR TO START OF CONSTRUCTION AND SITE ARE SHOWN.THE SITE CONTRACTOR SHALL BE RESPONSIBLE -„-A, - EDGE OF WETLANDS NORTH ANDOVER, MASS CLEARING. FOR VERIFYING ALL UNDERGROUND UTILITIES,STRUCTURES, DEPICTED ON NORTH ANDOVER ASSESSOR MAP 96 PARCEL 33. PIPES,ETC.PRIOR TO CONSTRUCTION.THE SITE CONTRACTOR EXISTING SEMR tf THE PARCEL IS WITHIN THE RESIDENCE 3 ZONING DISTRICT. 8.) DRAINAGE STRUCTURES SHALL BE CLEANED AT THE COMPLETION OF SHALL ALSO BE RESPONSIBLE FOR CONTACTING DIG-SAFE,IN PREPARED FOR: TOM PATENAUDE d THE CONSTRUCTION PERIOD AND ALL STORMWATER FACILITIES COMPLIANCE WITH THE REQUIRED TIMELINES AND ALSO BE t2•w EXISTING WATER DATE: NOVEMBER 10, 2010; **REV 04-21-11 RESPONSIBLE FOR ALL NECESSARY PRE-MARKING PRIOR TO ** v LOCATION 3.) THE WETLAND MAPPING WAS PERFORMED BY BASSANES MAINTAINED IN ACCORDANCE WITH THE OPERATION AND COMMENCING ANY EXCAVATION ACTIVITY. ... EXISTING DRAINAGE SCALE: 1"=20' REV 06-27-11 WETLAND CONSULTING INC.AND LOCATED BY AN MAINTENANCE SCHEDULE THEREAFTER. **REV 07-26-11 NSTRUMENT SURVEY PERFORMED BY ANDOVER CONSULTANTS, y) HAULING OF EARTHWORK TO OR FROM THE SITE SHALL BE 12.) SLOPES SHALL BE LOAMED(4-MINIMUM),SEEDED AND v._ ua-+-x-r EXISTING TREE LINE pccx INC.IN AUGUST 2010. RESTRICTED TO THE HOURS OF 7:0 AM TO 6:00 PM MONDAY THRU STABILIZED WITH EROSION CONTROL MATS MANUFACTURED BY aR5 -T FRIDAY ONLY. NORTH AMERICAN GREEN,OR EGUAL,AS SOON AS FEASIBLE. EXISTING STONE WALL andoverL y 51C 4.) RECORD OWNER IS: COn Sul Lan LS 10.) EXISTING CONDITIONS WERE OBTAINED FROM AN INSTRUMENT 13.)PROJECT PROPONENT: •� UTILITY POLE / ROBERT STEVENS 140 ACADEMY ROAD FIELD SURVEY CONDUCTED BY ANDOVER CONSULTANTS,INC.IN TOM PATENAUDE In C. g $ NORTH ANDOVER,MA 01845 JULY AND AUGUST 2010.TOPOGRAPHY BASED UPON 1929 NGVD 100 SALEM STREET -� GUY WIRE 1 East River Place DATUM. NORTH ANDOVER,MA 01845 5.) PLAN REFERENCES(ESSEX NORTH REGISTRY OF DEEDS): BENCHMARK: SET NAG NAIL IN EDGE OF PAVEMENT ON EXISTING RIP-RAP Methuen, Mass. 01844 Professional Engineer PLAN NO. 16348 EASTERLY SIDE OF STEVENS STREET APPROX 60 FEET 0 20 40 60 80 Ft. NORTH OF THE CENTER OF PAVEMENT OF GREAT POND PLAN NO. 16349 ROAD,ELEV=175.70 SHEET 1 OF 6 0 10 20 Meter PA10\10-23\DWG\SITE-ENG.DWG 20' DE SANITARY SEWER EASEMENT U NIT 0 CLEARING AD WO NORTH/PARISH �' '� L _ _---------- --_' \\ \\ CHURCH N/F UMIT OF CLEARING AND WORK ROBERT STEVENS OWNES L L0T ----------/---LOT 6 ------ ` a \ \ \LOf\3B \ 9.D2esF.---------` 0,789 ES 33.5013Fr ,e -----ETFJ E FENCE - HIGH WA ------/- __ _ -- _(typ.) PRP.REL WALL �I\\ --- - .------ '_'-------t ��'\ \\S 4 -, OP O•Pl\'„ \\\ as \ \ \ -- c�----- ---- SWALE �-- \ - -----PR-O.--RE--T-WA----_----------- �- -- - - - - I �2 s , RET.WALL- - _--- .' - ----- 1 \ \ \ l ,;,,\ c\ ) \ I 1 (17&3) I 1 ,(-'• PROPOSED"-- 1 t OWN NG--- I -�-- PROWELLTNG I _,.� _I-'��PROPOSE-fY'/ I --0WEWNG I G.F=176.5 -PROP•I DRIVE pROP.i DR1YE 1 _G.F=176.5 I - 1 I T 1ggG - I---CP.-1.785 I -� /f`\�ors-� •.\ _ T.F.T.F=186.5 - -- + GF 182.5 I T.F=192.5-_ ROP DRIVE l`' - C.F.=178.5 I j-_2.F='t8-.$ -_--"I CyFt181.5 I � --- OJ�6) � "�-<t)6.6) -- Y _ INV-.=. •-'` 77-- -P_RC P.ftET-.W ALL(lp-Y 0 I 4.40. NV=174.22 I i i P ROP.SEWS PROP.RE T`.WALL -IE(NiX oV-s12i-6"T A46 e-ree i'ae•" I-168.36 1=768.78 7P-a -r � SERVICE -- _- --- -- CB iv INVIN=17351(SW) ,nu�yj-LP.IMf. �_-._- �'_ - - -_ _ _ y INV1-173.49(NE) -----.-- _ _. -! ... _ DIVOUT=17241(17) 1=174.15 20 L.F.72°DI I aaxil -I-- EDGE PAVEMENT PRA.SEWER 10'VC ?, EX SDNP=174.65 _5=0.0125 ------- SERLMCE S=0.0100 I SERVICE B'PVC y, INVIN-17310(NEW 72°) ( �� --_-` S S e°PVC S _ g °�> S NEW SJMP=76&40 _ ; J 3 3 SMH-ex BIT.CONC BERM 22 L.F.12°DI - 36 L.F.12°HDPE 7 WDE x e'DEEP EXIST.WATER MAUI RIM=175.57 PROP 9c DIVERSION(t)p.) PROP.SEWER SERWCE _ - S=0.0200 42 L.F.12"DI DRIVEWAY SWALE(t)p.) '.. INV.=166.50 - SERMCE 5=0.0200 ,m' SER'ACE -T 5=0.0100 72'w 6 12°W 12°W 12°w 12° -12 W_ - _ - ',. / EOGE OF PAVEMENT _ _-,ifs PROPOSED SMH-2 BENCH MARK �--- 3 _-------- -- - _._-_ - --- STREET RIM=771.12 MAO NAIL SET ��+ PROPOSED SMH-1 PROPOSED SILT FENCE _ / ' EX t2'cPP` INV=164.00 ELEV.=175.70' NGVD RIM=174.77 INV.=166.65 R=t 72.51 ' I INV=167.40 -- _____ ( )"-----� 4TH STONE\'TRENCH PROPOSED SWALE WITH ' STEVENS _ _RIA1 7 70.OT I NV=166.03 new INV.lN=169.66(17) - STONE TRENCH UMBER "'-- THROAT=168.0-- - UNDER UIV.IN=16329(2A') , 1=167.05 IN -----1e� 2C NI.T=163.70(24°) ° REPLACE EXISTING CATCH _ ---- 4-• / -1DO' - A-"-" � 4C 5C A 1\ BASIN WITH NEW STRUCTURE 7 7 SUMP 75 OUT -- BUFFER ' y/�. ,/ �7` �� LOT DISTURBANCE SUMMARY: �- zoNE i' gyp\' �'� '2- f PROVIDE"SNOUT'OIL TRAP �, 2 Y Y ' tnl_ SUMP=162.75 ---- --- AL / AND HD"BEEHIVE"FRAME& r LOT TOTAL LOT DISTURBANCE -� { A ' ---- AL 6C 28 AL GRATE /47, ' ° 38 24,855± S.F. RIPRAP APRON -1 AL 1'14 � AL AL A` � AL AL �A\ F�! P!l ruts v�u �IgII /�4 16,375± S.F. LEGEND: O \ jk - 3'W:x 13'W:x 12'L 4+REVISED 07-26-11: PER PEER REVIEW COMMENTS \ \ �_� 5 18,110± S.F. -27-11: ',.... 2A \ NOTES: 6 19,525± S.F. - +� EXISTING CONTOUR *-REVISED 04-21-11: GENERAL REVISIONS N� ALL AL \ 1.) THE INTENT OF THIS PLAN IS TO SHOW THE PROPOSED PROPOSED CONTOUR CONSTRUCTION OF 5 DETACHED SINGLE-FAMILY HOMES WITH 6) PROHIBITED.L MATERIAL CONTAINING HAZARDOUS MATERIALS IS 11.) UNDERGROUND STRUCTURES PIPES,UTILITIES SHOWN ER _.3-A- _.._..- EDGE OF WETLANDS LOT GRADING PLAN AL 1A APPURTENANT GRADING.DRIVEWAYS AND UTILITY SYSTEMS. BASED UPON EXISTING RECORD INFORMATION AND ARE NOT 7.) THE LIMITS OF WORK(i.e.SILT FENCE LINE)SHALL BE STAKED WARRANTED TO BE CORRECT,OR THAT ALL SUCH FEATURES ,= 70°VC EXISTING SEWER STEVENS STREET 2.) THE WORK IS SHOWN ON A PORTION OF THE PROPERTY OUT�G INSTALLED PRIOR TO START OF CONSTRUCTION AND SITE ARE OR SHOWN. THE ALLI E CONTRACTOR UNDERGROUND UTILITIES,STRUCTURES,ESPONSI E 72°W EXISTING WATER NORTH ANDOVER, MASS DEPICTED ON NORTH ANDOVER ASSESSOR MAP 96 PARCEL 33. PIPES,ETC.PRIOR TO CONSTRUCTION.THE SITE CONTRACTOR THE PARCEL IS WITHIN THE RESIDENCE 3 20NING DISTRICT. 8.) DRAINAGE STRUCTURES SHALL BE CLEANED AT THE COMPLETION OF SHALL ALSO BE RESPONSIBLE FOR CONTACTING DIG-SAFE,IN - EXISTING DRAINAGE PREPARED FOR: TOM PATENAUDE '.. THE CONSTRUCTION PERIOD AND ALL STORMWATER FACILITIES COMPLIANCE WITH THE REQUIRED TIMELINES AND ALSO BE DATE: NOVEMBER 10, 2010; **REV 04-21-11 3.) THE WETLAND MAPPING WAS PERFORMED BY BASBANES MAINTAINED IN ACCORDANCE WITH THE OPERATION AND RESPONSIBLE FOR ALL NECESSARY PRE-MARKING PRIOR TO - Jus+,� EXISTING TREE LINE **REV 06-27-11 WETLAND CONSULTING INC.AND LOCATED BY AN MAINTENANCE SCHEDULE THEREAFTER. COMMENCING ANY EXCAVATION ACTIVITY. SCALE: 1"=20' INSTRUMENT SURVEY PERFORMED BY ANDOVER CONSULTANTS, x(1B2_S) PROPOSED SPOT GRADE **REV 07-26-11 INC.IN AUGUST 2010. 9.) HAULING OF EARTHWORK TO OR FROM THE SITE SHALL BE 12.) SLOPES SHALL BE LOANED(4'MINIMUM),SEEDED AND RESTRICTED TO THE HOURS OF 7:0 AM TO 6:00 PM MONDAY THRU STABILIZED WITH EROSION CONTROL MATS MANUFACTURED BY ®S S PROPOSED SEWER 4.) RECORD OWMER IS: FRIDAY ONLY. NORTH AMERICAN GREEN.OR EQUAL,AS SOON AS FEASIBLE, PROPOSED TREE LINE andOVer co nsultants ROBERT STEVENS 10.) EXISTING CONDITIONS WERE OBTAINED FROM AN INSTRUMENT 13.)PROJECT PROPONENT: 140 ACADEMY ROAD FIELD SURVEY CONDUCTED BY ANDOVER CONSULTANTS,INC. IN TOM PATENAUDE PROPOSED SILT FENCE inc. NORTH ANDOVER,MA 07845 JULY AND AUGUST 2010.TOPOGRAPHY BASED UPON 1929 NGVD 1DO SALEM STREET DATUM NORTH ANDOVER,MA 01845 1 East River Place 5.) PLAN REFERENCES(ESSEX NORTH REGISTRY OF DEEDS): BENCHMARK: SET MAD NAIL IN EDGE OF PAVEMENT ON Methuen, Mass. 01844 Professional Engineer PLAN NO.16348 EASTERLY SIDE OF STEVENS STREET APPROX 60 FEET 0 20 40 60 80 Ft. NORTH OF THE CENTER OF PAVEMENT OF GREAT POND PLAN NO.16349 ROAD,ELEV=775.70 P:\10\10-23\DWG\SITE-ENG.DW,G SHEET 2 OF 6 p 5 10 20 Meter FINISH GRADE \ _ 190 990 190 190 190 190 FINISH EXISTING CL GRADE-- - -- - °o �GRAnE _-- - _- - - PROP 0 5 E D WALL m \ \ EXISTING 170 ... ............. .......................... . XISTING I2 CPP CULVERT........ .................................. ..\.................-........-170 f GRADE Cl_ GRADE '.. \ EXISTING � \ \ 8 PVC PROPOSED 12°CPP CULVERT \ m \ 4I n S=0.0100_, \\ EXISTING 12'CLDI I j \ EXISTING L=340 \ WATER MAIN VERIFY /J ? z_ GRADE CLEARANCE WITH 8 PVC \ TEST PIT PRIOR TO \ 180 INSTALLING SERER ''' '180 180 .l. 980 180 n n m m n� c m,v L=185 s Y y QJKS• .zs• y.\s',o I s' FINIS H 45*BEND GRADE INV.=175.3E 45'BEND ............... INV.=175.65±160 z ............... 160 S .o e u A u PROPOSED SMH-2 n seo0>s ''...'''. I !off�p LC' 45'BEND INV.=773.951 ®STA.3+40 _ c RIM=171.12 ° INV.=1fi4.00 .� u ro PROPOSED SMH-3 '.. PROVIDE RIM 171.065 l'f$• PRESSURE �T ENCHA¶� PRAO RATED PROPOSED SMH-1 WV.=162.15 PIPED 80T.=770.9± PRESSURE 0 STA.0+00 P PIPE RIM=174.77 EXISTING STA.6+80H � INV=167.40 170 - O Ak 170 170 - - 170 170 970 RIM=16 P`1G Q S,A 45'BEND INFILTRATION INV.=154.90 8�/ \'� INV.=170.9± TRENCH 5,00Qp2 n rr i n n N n n r n n n n n°I i m ry 4 E®X ISTING 5 SMH . (2)45'6BEND. 2 BOT=16 & 8± 7.9E 150 ........ .150 INV.=1 I . 45'BEND PROPOSED SMH-8 NV-16733 ®STA.0 6°PVC INV=166.8E e'SEWER o RIM=1755 S=0000 61 PVC INV=166.28 0 S=0.0200 STA.0+00 INV.IN=168J ° L=20' RIM=175.51 INV.IN=168.60(8°-STUB) '. L=16' '.. INV.IN=167.00 IN V.OUT=168.50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 PROVIDE WATER TIGHT FRAME&COVER 160- . .. 460 160 1160 160 160 PROFILE - STEVENS STREET - SCALE: 1'=40'HDRIZ., 1°=9'VERT. m n YI N m 12 Y] tfJ n n n 12 n r m n n 0+00 1+00 0+00 0+00 PROFILE PROFILE PROFILE LOT 3 SEWER SERVICE LOT 4 SEWER SERVICE LOT 28. SEWER SERVICE SCALE: 1"=40'HORIZ., 1"=4'VERT- SCALE: 1'=40'HORIZ., 1"=4' VERT. SCALE: 1'=40'HORIZ., 1"=4' VERT. L14�r EXISTING SAW CUT PAVEMENT PAVEMENT FOR TRENCH zx- - ez�T�•�a'z`� eez COMPACTED BACK nLL TO MATCH EXISTING (B PROCTORED _-- THICKNESS(4•MN.) ) 1 -tom -f� ---- -- TRENCH PAVEMENT ', PATCH DETAIL \ '�`\ \ \ \\ ` ♦ \ �- _ i _ -z.. _ - _ y�1}`� NOT TO SCALE e,RO ,..1�,•-\`�,\\ , \ � ( ,'-- ,-F- _ '". .._rn,�, ,��9 I__ -' - gyp,I - - `�� � hc 1-f� �'� %E✓r�riih� �lr�`� n SEWER PLAN & PROFILES STEVENS STREET PROPOSED 9NH-6 '•� A - °_'- = °"I •""'� , , T• r '� - P� =` 5=-°'�°° � � - T NORTH ANDOVER, MASS. -� �• • •. .- •6 PVC •_, ....5=0.0100+� 8•PVC a.� 5 0,0468�y / INV.IN=168.70 •-- RiV.0UT=168.5&--8•PVC _-% -i -� >r•- .,-� _T°� "-�->r � °'� `• 1 d PREPARED FOR: TOM PATENAUDE s°°.°302 /T• J-°- v• ,�./ _-- - DATE: NOVEMBER 10, 2010; **REV 04-21-11 L=50' n.�• pry 1 1roK.m°1 PoM=171.12 SNH-ex ,>e PRCP05EO 511H-i t6e--- - - __---- 6 INV.=164.00 PR/)POSED S4\ Ri11=162.76 SCALE: 1��=40' **REV 06-27-11 ` IN=179.77 _ 1 RIN=17+.06 \ INV.=154.90 **REV 07-26-11 • •°: } a KA` SNH-ex INV=167.40 - �arn�---rE� -•�'�., � INV=76215 •: �By 2 RI11=17551 � � '7,��� � -�.Fa -== '.. ,7 +andovo r •: �,,_ \\V - _ consultants • : •.\u in c. 1 East River Place Methuen, Mass. 01844 Professional Engineer **REVISED 07-26-11: PER PEER REVIEW COMMENTS 0 40 80 120 160 Ft. *4REVISED 06-27-11: PER REVIEW COMMENTS \10-23\dwg\SITE-ENG.dwg "REVISED 04-21-11: GENERAL REVISIONS SHEET 3 OF 6 1 10 20 40 Meter PAVED UNPAVED PAVEMENT&SUB-BASE EXCEPT N TRAM.MAYS F26'DIAMETER C.I.M.H.FRAME&COVER. (AS SPECIFIED) l COVER TO READ'EWER' 6, (LeBARON LK 110A OR EQUAL) u°> FINISH 180 FINISH GRAVEL i.T FINISH GRADE--j SURFACE COURSE BITUMINOUS CONCRETE GRADE ,S SPECIFIED) \ GRADE \ ( ) m\ SUITABLE EXCAVATED I. \ MATERIAL THOROUGHLY ' M�TN+ RAE COURSE BITUMINOUS CONCRETE 160�_._\............_..180 U;... \ .............180 STEEL POLYPROPYLENE COPOLYMER ' z_ \ N MAX AT TOP OF PIPE \\ EXISTING z \\ /'EXISTING PER ASTM C478 O 12 O.C. W�COURSES FINISH OF MORTARED BRICK \ \/ GRADE (2 COURSES MIN,4 MAX) \ \ I \ •� RUBBER"0'RING GASKET '. V ( PRECAST REINFORCED CONCRETE ( ............I.......... ` ' M.H.ECCENTRIC CONE SECTIONS 3/4'CRUSH NE .N0§41-,s.. `r 45'BEND STONE 45'BEND !\ INV.=170.21 �p INV.=170.151 6'SDR-35 PVC PRECAST REINFORCED CONCRETE O SEMER MAIN ' MORTAR JOINTS INSIDE& ' '° M.H.RISER SECTION 170................. ..170 EARTH OUT W/ NON-SHRINK ' 170 - 170 WATERPROOF GROUT INFILTRATION TRENC H SEWER SERVICE TRENCH ��TRENC ATION BOT=168.57 TYPICAL TRENCH SECTION 4'-0'DU COATED OF MANHOLE TO BE TRENCH BOT.=166.93 NOT TO SCALE COATED WITH ASPHALT SEALER 45'BEND INV.=166.33 8-SEMER 6,PVC INV.=165.73 45"BEND J PITCH FLOOR Ile PER 1' BRICK SHELF S=a028° INV.=164.43 8-EVER SHELF ELEV.TO BE AT LEAST AS L=20' 6"PVC INV.=163.86 CLASS"B'CONCRETE HIGH AS CROWN OF HIGHEST PIPE S=0.0200 175. .......... ..... ... .. .... ..... ....... ........ . . .. .. .. . . .... . .. .. .. 175 DROP INLET APPflOX EXIST GRADE L=20' RIM=170.0 LOT 6 DRIVE BRICK INV. '. THROAT=16B.0 (BRICKS ON EDGE) 160 160 160 160 LOTS DRIVE PRECAST REINFORCED 1=167.05 IN , ' 1=166.75 WT j / •I M.H.BASE SECTION ri o N m SUM P=162.75 12'MIN COMPACTED r i m r 17 .... —_ —.�.. — ..... ....... .................... 170 SCREENED GRAVEL >g.• ',.. PROP.SWALE 1z'a 1.0002 0+00 0+00 0'PERF.HOPE 'I,... PROFILE PROFILE 30•WDE x 1r DEEP TYPICAL SEWER MANHOLE DETAIL CRUSHED STONE TRENCH NOT TO SCALE LOT 5 SEWER SERVICE LOT 6 SEWER SERVICE 16 165 SCALE: 1'=40'HORI2., 1"=4'VERT. SCALE: 1"=40'HORIZ., 1°=4'VFRT. 160 hIo... ............... .. .I -a �lQ rlo 2 °N10E 50.0 AS PA 94T '.. 2 0+00 1100 wries •min. '',.. 180 . ........................ 180 SWALE PROFILE MPROX EXIST GRADE ST( AE HEED D S STONE DT 28 DRIVE LOTS 5 & 6 TO PROP. D.I. "�43tM/46N L EX fi•) (TYPICAE) SCALE: 1'=20'HORIZ.,1'-4'VERL CALE I75 175 7"3(TIP. 6'PERFORATED 12'a fIDPE PIPE 30' 1.253 PERF.HOPE ....... .. .................... 100 ....... ............ ............... . ...... . ... .... .. 100 30' CRUSHED X ON DEEP APPROX EXIST GRADE DROP INLET CRUSHED STONE TRENCH THRO T=1 THROAT=168.0 CRUSHED STONE 170 170 HEADWALL OT 4 DRIVE = INFILTRATION TRENCH LOT O — —— — _ 1=166.75 our UNDER SiiALE RIM-174.65 SUMP=162.75 1NV.IN=/7351(SW) 175 ...... ....... .. ��.. .... .... .... .. ........................ .. ... ....... 175 INV IN-17349(NE) /PROP.SWALE INVOUT=17241(12') HOT To scar: INVIN=172.70(NEW B•) / /_// 165 .. ...... ........ 165 12•DI ... . 170 ..... ..... .. .. .................. ............... 8'.PERF.HOPE 2.0003 �. 170 Ir 160 - - 160 L3O•xsDE x Iz•DEEP - Q ••REVISED 07-26-11: PER PEER REVIEW COMMENTS CRUSHED X 12' ••REVISED 06-27-11: PER RENEW COMMENTS TRENai *•REVISED 04-21-11: GENERAL PENSIONS 165 ....... ............ .. ........ .................. ............................ .......... .. ...... 165 PROFILES & DETAILS 0.50 0+00 STEVENS STREET NORTH ANDOVER, MASS. 160 .................. ............ ...... ................... .................. 160 PREPARED FOR: TOM PATENAUDE DATE: NOVEMBER 10, 2010; **REV 04-21-11 SWALE PROFILE S m SCALE: AS NOTED **REV 06-27-11 AT LOT 213 **REV 07-26-11 TO EXIST. CB f 2+00 1+00 0+00 SCALE: 1'=20'HORIZ.,1'=4'VERT. SWALE PROFILE LOTS 3B & 4 TO PROP. D.I. ac9nnSultonts inc. SCALE: 1'=20'HORIZ.,1'=4'VERT. 1 East River Place \10-23\dwg\SITE-ENG.dwg Methuen, Mass. 01844 Professional Engineer SHEET 4 OF 6 SLOPE INSTALLATION MATERIAL SPECIFICATION - DRAINAGE WAY S75 APLICACIONES PARR FACADES PUBLIC STREET (b� THE SHdT-TEPSWFIEF ER0. N A HLAIB�TSAL BE AHNEPCD IJAT0100h G AGPoCULTLIRAL STRAW VJTH A Fl21cTiCtLU.LONGEVITY lK UP TO iz IJQIMS.RlOTE:FILKTIaTAI LdYC£NTYI.AY � � VARY DEPEtaING UPON WMATIC CIXLNRONS,SCNL,GEOGRAPHIC LOCAlla.AND ELEVATIdI). SST 1T/9ED STaE THE EILNMETSHALL BE OF CONSISTENT THIOQE55 WM THE STRAW EVENLY tlSTPoBUIED aYPRTNE ENTIRE PLEA O O O © (le fJQ OO OFTHE MAT.T/E&Atd4:TSHALLBECAVERED dN THE T@SIDE WTH AHGHMEIGHTPHOTCOECITADABLE POLYPROPYLEPE PETTING HANNC AH APPRo"0ATE 0.50 X 0.50 Nd(1.27 X 1.27 OJ)MESH NNOBE SUN TOGETHER .11..11/tl113d1 CM)CENTERS W TH DEGRADAEtE T)-NEA O O O O -B THES)5BLAl3ET5H4LL MEET U.S.MPM TRJSESTABLISHEDBYTHEOtk FEDICIXNM AYADVI STFATI-SL (FWA OTHE TIU.S.DEPMMJEPRof TRNNSRORTATNIXAFEDERAL IFE6 YARANSTRAPR (TM3 3S ECTIOSPEI7 AS A YS Fdi(%XiSMUCR SIOFROADSANDBRIOGES aN FEDERAL HGIN"NYPR(3ECTS, 9 FPo32W35ECIIa1)111)AB ATYPE 2.0 SHORTTERM SINGLE NET EROSIIXI LCNIHOL BLAPSV=T. V STAKED HAYBAIFS(TW.) \ y - FEEBLE}6(ETSHAL LBENAPAIFACTIBIEDWTHA=OREDINE OR THREAD BTITQEDALOf,G BOT/OUTEREDGES d V Q _-__-- (PPPRO%PJATELY 25I1KJ£S[5.11S ddI FRad THE EDGE)TO ENSU IE PRCPER MATERIAL OLERL4P%AG. dam _ _ THE SHORT-TEEM SIIIGLE HET EROSION STRAW EROS1IXiCartROLBW&ETSWV.L HE S)S AS IJAPAIFACRS.ED BY Q NORTH NAEPoG411 GREEK OR EOUVALEIIT. THE S75 ERCSICN arrtROL B-TSHN.L HAVE THE FOLL-OM PROPERTIES: 1. A STABRI2ED ENTRANCE PAD OF 1'WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE IJATEPoAL GYYITEM: TRAFn WLL ENTER OR LEAVE ME CONSTRUCTION SITE ONTO A PUBUC STREET. '.. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE EMSTNG GRWN 1.PREPARE SOIL BEFORE NWAL 24 OL MfE15,INCLUDING ANY NECESSARY AFPLCADW OF LYE,RMII2ER.AND SEED. IJATPoX I-STRAW FIBER 3. THE ENTRANCE SHALL BE MAINTAINED W A CONDITION WHICH WLL PREVENT TRACKING OR FLOWING OF SEDIMENT NOT-WHEN USNO COL.-O-SEED W NOT SEED PREPARED AREA CELL-O-s"a MUST GE IHSTNIFD WM PAPER SOE GOWN, (0MLBSOD)LD27KGIk) ONTO PUBUC STREETS OR EASTING PAVEMENT. THIS MAY REWIRE PERIODIC TOP DRESSING NTH ADDITIONAL 2.BEGN AT THE TOP W THE SLOPE BY ANCH(M4 THE MARKET N A 6'(16 CYT DEEP X 6-(15 CErI W10E TRENCH STORE AS CONDITIONS WARRANT AND REPAIR OR aFANWT OF ANY MEASURES USED TO TRAP SEGMENT. WIN APPR0f0YATEIY 12' Jlkm)OF BLANKET EXPENDED BEYOND THE UP- PORTION OF 7HE TRENCH. ANCHOR ME NETRIG To SIDE IX6.Y,NGMTVAQTT PHOTODEGAADABLE BAAIXEf WJRI A RDiW OF ST/AIF5/STNOS APPRO%WTFLY tY(JO pO APHR N TIE BOROY OF T1ff 1ROICL MBNJw NETTIt/G 1lEIGHT(15o LBSI1,mO FP p.Ia KCnm lry APPROIL V,E7 dii) 4. ANY SEDIMENT SPILLED.DROPPED.WASHED.OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. NAY BALI CFIECK DAN BALI ILL AND OOLPACT ME TRENCLI AFTER BVPLBIG APPLY SEED TO COIPACim B01 AND FOLD R"A NO 12'[30 CMj S WHEN APPROPRIATE WEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN NOT TO SCNE �� BACK App�ApL MEE3tC Sae.WITH A RfX'OF THREAD pEGRpDABLE WASHING IS REQUIRED,li SHALL BE DONE N AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN i ROLL THE B1N6216 G1 OdW ai(_.�)_SHIOfiQa/TALLV ACROSS THE MOPE. DIN GlS IM LL UNROLL WTH APPROPRIATE SDE APPROVED SEDIMENT TRAP DEUCE. ADAB♦ST 7HE 501 /CE ALL YL IN E ST 8E SECURELY FASTENED TO 501 SMILE BY PLAltK IT�ILR/SUXES S75 IS AVAILAELEVJTHTHE FOLLOVJNG PH/SIC45PECIFlGTIaiS PER LOLL[EtIGL-41TS QJETPoLINITSI: N)PPROPRNIE LOC.VIORS AS S11UM1 IN lNE STAPLE PATTERN W14E WHEN USNO NNE DOT SYSTEM SUPIES/STAKES SHOULD BE PLACED THROUGH EACH OF NEE COLORED DOTS CORRESPoEEBM TO THE APPROPRIATE STAPLE PA 36'MIN.WOOD OR STEEL POST 4.THE EOCES Oi PAR-M MARKETS MUST BE STPP WITH APPROODUUTLY 2'-6'(S W-12.5 C.)OVERLAP DEPONOBIG l'JDTH I.OFT(1.MLf) 6.67FTC2 3A) i6DFT({B)I.E) TEMPORARY CONSTRUCTION ENTRANCE DETAIL OPoVEH MIN.16'INTO GROUND ON S A'oT TIPE. LENGTH 135.OFT(/1.14Mf 1030 FT(32.92 1O6D FT 6'QG Ir) (3?9zM _ 4 CONSECUTIVE BAt6R'15 SPLICED DOW/ME SLOPE OUST BE Hhtm FMI OVER END(C1@ ST) WRI M APPROMMMIT NOT TO SCALE 3'(7.6 I,ENAP. STARE THROUGH OVERLAPPED AREA APPRovuxmY tY(50 CIQ APART ICROS$IXi ltElGlfTt 10'A 30A LBS(11s0 KG IO.o LBS tfl1/KG BcL lB6(1151 KG) FILTER FABRIC BINaET 1 E ) STAPLED TO POSTS ANCHOR END OF FABRIC NOTE WM MATERIAL REMOVED N(DOSE 5L LO`RT(ptt5,17E USE OF STAPLE CA STN(E LENGTHS CREAER THAN 6'(16 00 MAY BE NECESSARY TO AREA s0.01TY(50.16 MY BO.O TTY(a6nM) 192DYD'(16s.531JY OR EQUAL z WTH TRENCH PROPERLY SECURE THE BAATW '.. EROSION CONTROL FABRIC ( -6'CEP TRENCH) OTHER ROLL VJORis AL50 AVMABLE UPIXiSPEtlP1 REdEST: - ROW iV EMBED 4- IMDTH an Fi G..11) 13.3FT(ID5") '.. LENGTH 1010 FT D2.921J) 1NAP`T(12S2M) Itlf MEIGnrx 10 43 LBS QLn KG) aaM LBS OLP.2a KG) INLET FLOW T1TL AREA 96.0 YO'(M.z6 M') I60AW(13J.>B NFT STITCHSPAa-FORALLROLLS=1.50 NCfff5951 d.1) FRONT NEW ENO NEW WOODEN STAKE PLACED 10'O.C. 2 2 ADDITIONAL BLOWN/puCED '�1 STAKED HAYBALE FR.II:EI NE C SILT SOCK 3� MIN. , FABRIC SILTATION FENCE DETAIL N CRITICAL AREAS DEPTH (SEE PLAN) NOT TO SCALE WORK AREA AREA TO BE PROTECTED 12"MIN. ''.... 20.25.s•CRUSHED STONE T SEDIMENT TRAPS TO BE INSTALLED SECTION Wr TO,-qr sTaE) ON AN AS NEEDED BASIS TO CONTAIN SEDIMENT AND IMPEDE RUNOFF. SILT soar SECTION AA DSOVAGE f105E i L BE d2E 10 i1TER BAO WM STRIP RTFA Bl.0 {{ l AREA TO BE PROTECTED OVA uNl' (IB 161 ;_ry PLLP CSWARCE-� BY A?FNWROg1ENTI1 STRAW OR HAY SALES- 2'WOODOI STAKES 1- ;5',�If, 0R MPBOwD EODU 3. (2 PER BALE) WATER FLOW (1,N ;t•i::_ WOODEN STARE PLACED 10'O.C. A[ A Y7LY11L AREA ,aye: _ - INFLOW SEDIMENT TRAP o PLAN VIEW FRONT NEW END NEW PLAN HAY BALE SILTATION BARRIER DETAIL 27'3 NOT TO SCALE "TERRA-TUBESJJ DETAIL ELM BAD HD's 6Y NFAVY WDTY`D'j 6S PROVIDE 1 2' DEPTH J NOT To SCALE ptw aswARCE- �EWK 7' AND MINUS RIP RAP '.. Pu,P mADE TO WAN Exmo WARN FABSX, FLOW DISSIPATION AREA HAY BALES '... CATCH BASIN CATCH BAS94 5'C£YVU sfaE BUTTED 70GEMER� PROP.EX04VATKN PLAN VIEW HAY BALES a RAS>�.��wg++a_.ee w. SECTION ,i PLACED ON PAVEMENT i 0� o sruas � TEMPORARY SEDIMENT TRAP NOT TO SCALE SURROUND 3/44-CCRUSSHED STONE PUMPED DISCHARGE SEDIMENT CONTROL '.... Trr c a n O O NOT TO SCALE EACH SALE�(TYP WOODEN STAKES 1 4,_O•� Y_ •eREVISE O 07-26-11: PER PEER REVIEW COMMENTS SEE HAYBALE DETAIL *IREMSED D6-27-11: PER RENEW COMMENTS PAVED AREA NON-PAVED AREA *IREMSED 04-21-11: GENERAL REMSIONS DETAILS A5 wASrtO STONE (,/.-Ta,/2-lS OPAaNG) L STEVENS STREET TYPICAL HAYBALE BARRIER S NQS // FOR ALLNOT CA EACH BASINS � ��'ES" caNaTEre BLDac L''�/ A NORTH ANDOVER, MASS. PREPARED FOR: TOM PATENAUDE 1:=1 EA i]GJil Alwm N 1fC? ,�� �l DATE: NOVEMBER 10, 2010; **REV 04-21-11 . SCALE: AS NOTED **REV 06-27-11 **REV 07-26-11 2. SPOP-T '.. WM GRATE BLOCK &STONE INLET PROTECTION DETAIL andover HOT TO SCALE consultants inc. 1 East River Place '.. \10-23\dwg\SITE-ENG.dwg SHEET 5 OF 6 Methuen, Mass. 01844 Professional Engineer A A 6'SLAB 175 THROAT 168.0 'de _ -- — ——' ��EXCAVATED AREA LNOTCx �� "FOR TEMPORARY ~� `� SWALEE \- - \ 24• — RUNOFF STORAGE)a) ��nD PDARI�AAY __ 2' WIDE x 4" HIGRIPRAP APRON ER 3' — �.— .— 176 ,lam "— �. 2' WIDENE BERM SECTION A-A 12'CPP SW 13'W z 121 I \� 175 / \ `�' —NO C.L•BEEHIVE• rA11E WA+OV-SHRINK L=�6' 10'(Mgt)DEPT _ - \OP=175.0 _ GRATE NEENAFI GROUT 5-00200 .-.... D50=6.ONAX=10' y/ ` x174.7 - R-2560-EA /-FINISH GRADE 6 � I X�/4.7��\ s.� --- — — — — — — THROAT 165 .... ... ... ` ;. ELEV. d SEWER 6 ODUr BY B 4° \ DRIVEWAY DIVERSION J — MANAGEMENT NCY4-WOWN GEOTEXTILE �, PRODUCTS,INC M-1 N 160.OR EWAL \ BERM DETAIL ' SEDIMENT 174.7x EW)12'HOPE ... ......... ..\ NOT TO SCALE . INV+166.75 ,60. I TRAP PROFILE x174.7 — — — 2-8'HOPE­ PRECAST _ 66 INV>167.05 REINFORCE0 REPLACED CULVERT CONCRETE 4'-0'DIA SCALE: 1"=20'HORIZ., 1-=4'ART. SUMP-162.75 3" HIGH BIT. CONIC. '... BOLTEDT & GASKETED BERM-2' WIDE (typ.) WATER TIGHT COVER REPLACE EXISTING CB - — —_— _ PRECAST DROP INLET RIM=175.5 RIM = 174.5 NOT TO SCALE (n INV IN = 172.7 NEW 12" INV OUT = 172,41 (EX) CRANULM YELL GRADED SOIL/AGGREGATE SUMP = 168.4 / MXNRES G75R FlNES COMPACT IN V LETS TO 95;STANDARD PROCTOR DENSITY. FlNAL CRACE 3-STORIRECH \ / SC-310 121ITS W/2 END CAPS I FROM ROOF a.r;. LOT 2B GRADING DETAIL __-- _ ✓r`., EMERGENCY BYPASS SCALE: 1°=10' A J'• fi'(163 mn)MIfL IJIN Mme- / COUPLING ''..,.. AASHTO u26e CLASS 2 ROOF INFILTRATION DATA /✓ 26• NON-WOVEti GEOTEXRLE 1F READER HD CL'8EENIVE' ''.... OVER UNITS (487 mm) LOT La 9B 4 s s FINISH GRADE-GRASSED GRATE NEENAH r CATCH BASIN R-2560-EA CLEAN SAND 1�z / MEETING TITLE 5 EX.GRADE tes 191 fm tat tAS FRAME((S�IAB TYPE) 310 6'It Sx rrury NlN. IEBARON LSC288 PoN>•174.Sa CRITERIA CUR 15.255 E—DEPTH -f 3.5" -9.5" {+.5^ -6.G'• CRITERIA 1 3/4'-1'WASHED, EBHVR ELEV. 191 t9NS 1795 1T/S CRUSHED,ANGULAR STONE TO INFlLMATION BED L:::BOnaJ Srag 1824 1— tats 1T9s 1]624 9T I>S94 mm) fi'(161 mm)MIIL TYP. COVER ELEV. 188 109 189 tT9 1M STORMTECH SC 740 CHAMBERS SHALL MEET ,f (E%)12'RCP ASTM F 2418-05'STANDARD SPECIFICATION '•eslrMkaswmed to to batomand.and'a rwA/ � I11V=172.41 FOR POLYPROPYLENE(PP)CORRUGATED WALL ROOF DRAIN OVERFLOW STORMWATER COLLECTION CHAMBERS'. NOT TO SCALE a TYPICAL ROOF INFILTRATION SECTION HOPE NFO wv-172.70 REINFORCED NOT TO SCALE CRETE '-0•DU VENTED CB 11000 SUMP=168.40 'SNOUT BY BEST '.. MANAGEMENT PRODUCTS INC. 6'LOW PERMEABILITY SOIL EX CB REPLACEMENT NOT TO SCALE 4 4 M N i iT 0R7INAGE ITOIRI �mL (� 4 (3/4'CRI9IED STONE) �h :•` " 4 N ' Geogrld Depth APPROXIMATE LIMITS OF EXCAVATION Bo'_0"" 4 N : D Perforated PVC y Fished Grad. -1' E1­6—nd 5D 'ckor�st -REVISED 07-26-11: PER PEER RENEW COMMENTS 4 N i as na.t.d by ftil Eng5n a *-REVISED 06-27-11: PER REVIEW COMMENTS Errs.vanes(s IF.) 4 B DRAIN TILE(4' 4 T --REVISED 04-21-11: GENERAL REVISIONS ''.. �'i?jY' p• 4 M ` DETAILS ' STEVENS STREET 3g M mss.. N.td M—t9.t NORTH ANDOVER, MASS. y 9n9 pe9nm�, UNREINFORCED CONCRETE 39 M m. OR 4'PVC ';•`��' Unft0. ag.FS (4 T1p a) PREPARED FOR: TOM PATENAUDE CRUSHED STONE LEVELING FOUNDANON SOIL SUBCUT TO DEPTH'D'AS REQUIRED AND REPLACE WITH Dain to DayLghtso'uc �„+ (3)a'Cn,h.d *# PAD SUITABLE COMPACTED STRUCTURAL FILL TO ACHIEVE THE .—ddrectedby—ffdesign 45 M R.ckorSWn.) DATE: NOVEMBER 10, 2010; REV 04-21-11 REQUIRED BEARING CAPACITY AND SLIDING RESISTANCE AS REV 06-27-11 (6'MINIMUM THICKNESS) DIRECTED BY THE SITE GEOTECHNICAL ENGINEER. ALL engineer 45 M n,•�v -U-+'*w+ SCALE: AS NOTED +• STRUCTURAL FILL IS TO BE COMPACTED TO A MINIMUM 98% **REV 07-26-11 STANDARD PROCTOR DENSITY. 60 B SHOWN FOR GENERAL INFORMATION/PERMITTING ONLY. FINAL DESIGN AND 4"Perforated PVC DETAILS TO BE PREPARED AND SEALED BY A QUALIFIED (V pped In Drain age Stcna MR,I I'- I tam and Fik.r Fabric) 1..1 STRUCTURAL/GEOTECHNICAL ENGINEER LICENSED TO PRACTICE IN '.. MASSACHUSETTS. un<erorced ,fo r Crushed,d Ston 5t.n. a n d over L.vergPad TYPICAL WALL DRAIN consultants ''.. TYPICAL WALL SECTION NOT TO SCALE I n C. 1 East River Place '.. NOT TO SCALE Methuen, Mass. 01844 Professional En ineer \10-23\dwg\SITE–ENG.dwg SHEET 6 OF 6 9