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HomeMy WebLinkAbout2018-11-13 Rea Street Site Plan Revised 6/14/2019 NIF BARBA JaSEPH NOTES' MAP 038 PARCEL T ' BOOK row 10045 PAGE F- 1. EXISTING CONDITIONS TAKEN FROM PLAN TITLED"DEFINITIVE SUBDIVISION PLAN FOR IMPROVEMENT OF REA i F `err � S'o tzs� STREET" RECORDED AT THE NORTHERN ESSEX REGISTRY OF DEEDS PLAN#17901 :NyJ `s�o y '�' z a DATED JUNE 11, 2018, REVISED TO JANUARY 07 2019 .... € T R o4 `� �� Q f 2. DEED REFERENCE: BOOK 978 PAGE 381. NORTHERN ESSEX REGISTRY OF DEEDS t3 95 S 66115:32 E �,e, R, RANUI 1757 , NIF 3. ELEVATIONS REFERENCED TO NGVD 1988 DATUM. BENCHMARK MAG NAIL IN SET IN PAVEMENT= 164.65, NIF ' CARROLL,KHRIST/NE P TRUNDY,BRIAN MAP 036PARCEL 188 � i�[lCi ��, UI � BOOK 13753 PAGE 329 AI "ce�ARCEL 153e# ut , SAL 01844 BOOK 11741tPAGE237 T 978.435A324 16 86' O NIF �Q NIF f' MESSiNADE!/ELOPMENT �� �',_-..-. 7��' PANDOLFQ,RICHARDJ / ��fy TEST PIT LOCATION COMPANYINC. T d'� rip ..HELCA t7Et1L TY TRUST 114AP 038 PARCEL 187 MAP 038 PARCEL 37o �. �. BaaK3548 PAGE224 S ONE WALL BOOK 15773 PAGE"71 MAP 038 PCEL 150 / BOOK 13872,�AW267 / PRGJPERTY LINE S43°4953"E ADJACEN ii PROPERTY LINE , ROADWAY SGHT-OF-WAY LINER=50.O?L=15.53, J =017°4732" . - 10N 1QUR - Mgr ' - ilh 25' 28'WE:°,LAND BUFFER j ! s Cf-o.sR r,P NIF ". I YCTD' DONNELLY.,MARC � ;Y r€ Ice ----� ""> / `7QEs MAP I138PARCEL 23 ° STIE � BOOK 14032 PAGE 26P a �SS 100, p r; b / r66 WE7-LA1VD BUFFER ZONE 66 J�4t' , fT� ram, ..E i / � 'Sl 8,9a 3.5. /_ Q 100. Off` NIF HARRINGTON,STEPHEN W Sp G? 2 MAP 038 PARCEL 186 ' 0- BOOK 7609PAGE32 t: 9 , 'w ✓ ys NV IN 1 Uf S t C �J 30.41' 'J Lij Co Uj S ` T •, �; et .. 7 �v 3 : A15 �eO. 0 .za !z �' � w � o , LIJ •3 �'tS= , ,,,.z,,,,�„ 11 �f A 1C1 _., .., ., w.,,. , � f 1ou ina - .. .. / O `� �� ` LIJ a aw cif KN, f fi A9 ,cP jam' „ m 3& Y, �a �/ti f/ T 100 YEAR '� p0 FLOOD LIMIT19 , n V Al A c, �j .•. t ja ,52,742 S.F 5 Z 1.21 AC. t 10 tldVB , £5 w BUILQLEAI7E4 -75/ P,v A 18 n q�p c� iRIM �? J C "r vi 4` v ..�,,,,,,,,.,,,.,,:.� ------,,,,,yJ54FA.�, , tiq,., . � � P 8l.�6` .. z., _. v A S 20 4314 E vvti � LOT5 `�. ` N 6123 BENCHMARK ,.. 65 350 S.F 1,5U A ' MAC SETIN A:. BUILDABLEAREA=751 x c PAVEMENT 25 A39 N2t7°43'14'!�/ A2t1• _ - - 5C�` ®_-- 5t�' -� � , �' ELFV. = 21.3Q' r m 16,465 , f 5G' St}` r1A3 456. 41 0 41 � 25'BUFFER 200'RIVERFRONT `V /`� A38 42 C BUFFER 25 --_ A37 A21 5l� dr 25' - /I�i4 /Gr€. FQ A36v/ 200 \� 0' f C) A34 MASt 0 o 011) A30 A35lIYfA7 ,a 0 u� a A28 MA8 3 z tt � � ((P fff ! A A30 o 3 4 c34 I N $ > g `l A27 LflT7 MA9 72,308 S.F '..I so a p40. 1.66AC. LCJT 6 ` q �� BUILDABLEAREA=77% MA 11 MA 1t1 ci wow SOU 45162 S.F A23 o "� 041 1.04 AC. 2U BUILLABLEAREA =75°fin ,h(( n Lo N84- n MEANANNUAL HICK MA12 g P' W .236 51' A26 WA TER MARK OFCm !" ! p - � MOSQUITO BROOK ; Cart 100'RIVERFROMWTLU _ / ! NIFo SIJFF rr? A25 MESS/NA Eu LaPMENT ��� 83 W 251,$c�f -- - f Ce MAP 038 PARCEL 36 o00, BOOK994 PAGE241 � �t� ' - NIF PROJECT 19109 M ' NAEHLE,PAUL _ 96,96 MAP 038 PARCEL 181 �30$4'41"'� ✓ 5p p 2d, /. ' °�, BaaK 6919 PAGE 168 DATE MAY 17 2019 S "4 DRAWING SCALE __...__•____....._ =30' ® `S�a _._ - ADO r J / O DRAWN BY QMR o ❑ cSp'� Q � �� NIF fl 11$-0$ � IALNUTRIDGEDE!/ELOPMEN7 LLC f, APPROVED BY BCO 1 C7[a' `` �� ���' 0Q , / 1 B'�99A 15 Dt/FLLQPn�r ci c MA 14 MAP na PARCEL 36 \ T BOOK5393 PAGE220 \ MAP 038 PARCEL 38 I 0 30, 60' - MA 16 BOOK 5393 PAGE220 CS0201 MA17 SHEET 1 OF 3 {J N J-► ti '' CB4 NOTES: RIM= 171-B5 INV IN = 169.00{x2} D INV OUT= 169.1a "••INV OUT= 169.a0 0 1 1. DRAINAGE AND EXISTING TOPOGRAPHY TAKEN FROM PLAN TITLED"DEFINITIVE n ` SUBDIVISION PLAN FOR IMPROVEMENT OF REA STREET'RECORDED AT THE NOIRTHERN dMH 7 3'E * f ESSEX REGISTRY OF DEEDS PLAN#17901 DATED JUKE 11 2018, REVISED TO JANUARY 07 CO 0 173.9 Co- f 2019. N = 169.76 RANt-TER 172 ..... `. f N = 169.76 2. PROPOSED DRAINAGE SYSTEM TO BE INSTALLED IN ACCORDANCE WITH THE R�F ERENCED �4. UT= 169.66 ADDITION OF THE ADDITIONAL ROW OF INFILTRATOR CiHAMBERS PLANS EXCEPT FOR THE t f 2'WIDE STONE TO INFILTRATION AREA 2. TRENCH BRAIN (SEE DETAIL) 13 Branch Street, Suite 101 ' 3 TREES SHALL BE INSTALLED IN CONFORMANCE WITH PLAN -D IN NOTE ,,. „ ... .,... ' C 5 R�FEREI� �- O Methuen, MA 0184 _ x 171A o STREET T 1 ABOVE. Meth x° 4°' scH 40 PVC �/` 978.43 .132 x 174.5 A, ,..,... � NIF ...., L=85' S=0.5°lo RIM 9.a2 3 RI 4. LANDSCAPE PLANTING WITHIN THE 100' BUFFER ZONE SHALL BE NATIVE SPECIES. = 1 MESS/NA DEVELOPMENT INV OUT= 164.44 COMPANYINC. t, MAP 038 PARCEL 37 BOOK 15773 PAGE71 6 DMI-1 4 s TABLE QE AREAS RIM = 169.60 - r i 12" INV IN= 164.34 is✓ APPROVED PRO, OSED x 172.5 17ob 4" INV IN= 164.50 12" INV OUT 164. ROOF i DRIVEWAY ROOF ; DRIVEWAY NJ moo'... = 24 s '= --'/'�f LOT 4 1,536 SF 1,569 SF 1,688 SF 11400 SF I LOT 5 1,536 SF 1,493 SF 2,035 SF 1 1,425 SFo � f ' LOT 6 1,728 SF 1,096 SF 1,688 SF I 965 SF - 119 LF OF 12" RCP .1 ?� q y i 7-44 @S=0.5°l° `p �o g 3 RD T RD p LOT 7 536 SF 1:406 SF 2100 SF 1,430 SF 0 TOTAL 6,336 SF s 5,564 SF 7,511 SF 4,950 SF t j e oo.Ja DMH 6 x 172.0 CB 2 e e a ,,, RIM - 171.5a ° _ 1 w 4 69.0 RIM - 167.46 � INV IN = 168A0 INV OUT= 163.73LEGEND �'STF- f INV OUT= 168.40 D DRAINAGE EASEMENT 5,725 SFx 171.6 Nz f / 1 ' x 172.0 1 TEMPORA 7 "yH, PROPOSED EART a `\ `tea > ,.. y TEST PIT LOCATION I j 168 INFILTRATION AREA 1 STOC ILE x 171.0 Y �� vZ r LANDSCAPE FOR 4 HOMES �. ; �., f { ) STONE WALL 6 LOC ION �� ®�`� co. ' DM 2 Co \ x 170.5 ,� � , '3 RIM = 168.10 �� �= PROPERTY Y LINE OD1 ,� D INV IN 163.63(x 2) P LINE AGENT ERTY ROOF DRAIN INV}163.63 � Q � r INV OUT= 163.63 FES INFILTRATION AREA 1 _ _ INV= 161.37 ROADWAY RIG ?T-OF-WAY LINE w a� BOT. OF STONE= 167.90 x 171.a ' �. r� „ M BOT OF CHAMBER= 168.40 `1 12"ADS , DMH 1 GOB`TOUR OVERFLOW TOP OF STONE= 170.23 `OA ` c �, _? ;l� „ �, ,rr ! I _.,.. �� !NV INI = 16 5 � f'f T 7p 25' 25'WETLAsIND BUFFER FES 6�O INV OUT 12" = 161.44 f INV= 168.00 A 12 x 166.s � u1E z � . CB1 RIM - 16401 --, 14 146 LF OF 12"RCP o� INV OUT 12"= 161.69 f � �S a 5°l_ -. o . , e All DRAINAGE 2s DRAINAGE EASEMENT x 169.0 2 - f ! cx> 11 6,560 SFCr- .,ego: FIELD STONE WALL , `� 4``� a IE 5D' ' _�- Alf} l 1 ` �fif oo d j� Cr Uj s A 00 Co STONE WALL AT LIMIT OF WORK A r l 4 Lo W AS PER APPROVED SUBDIVISION PLAN ®a dd m -� �- .� t PROPOSED Y x 16$.5 "�` � l 25° (REFERENCE 1) � ..,.. �''- � DMH 3 ROOF DRYWELL{TYP.} 3V68.5 sa` , ( f f r Q AS " RIM = 166.80 2 " w {SEE DETAIL} TEMPORARY EARTH INV IN _ 162.90 , C3O STOCKPILE Al ' 1NV OUT 62.90 © "1-4 ,q LOCATION x 169.0 `` A6 CJ �� c" o N!F LOT4 SILT SOCK EROSION CONTROL , O MESSINA DEVELOPMENT � a' COMPANYINC. 52,7428E A18 � 1 y ��, LG?T5 p {3 G MAP 038PARCEL 37 1,21 A ..,, BOOK 15773 PAGE 71 - BUILDASLEAREA e 75% 65,350 S.F 1.50AC A a A2, „ yf:s Ts- SEWER PUMP AND 00, BUILCJABLEAREA =75% , `�• - �� " ELECTRIC PANEL �P - � ENCLOSURE oX INFILTRATION AREA 2 0 +\ PROPOSED Ln BOT. OF STONE= 162.40 A39 A ` 2 INFILTRATION AREA 2 AE1. BOT OF CHAMBER= 162.90 � TOP OF STONE= 164.73 gip= 100 I I t o INV OUT = 163.37 5�' 50' --� �' A3 4 j o m \ ADD ONE ROW OF - Q) ­7f ' "- #o 5g Do 110 INFILTRATORS 1 �' 200'RIVERFRONT o? in A38 4 J� w BUFFER / {8 TOTAL) `1p J �, f /1011 'ADS OVERFLOW „ ` `�. ` _� � ' ail' sA'J YA444 A2� A' r irff, U - 5 A36 f . / FESINV= 163.00 . 2� AREA T BE A34rlAS . , O REGRADED g= A30 • ��4- (} s� TO ALLOW THE OVERFLOW AZ A35111�A7 MA6 z TO BE LOCATED OUTSIDE OF THE f �31 A32 MA8 o o QQ 50'"NO-BUILD".ZONE Q w 700 2 } f A3 v Z 1 o gyp' 0 / f A2 LOT7 A9 72 308 S.F W / c > z C �, 1.66AC. tY7A 1 N C>- , 200>_---' LOT 6 � BUILGABLEAREA =77f �1r1A 10 c� o ®' - 45,162 S.F A23 --'' 20 1.04 AC /f _ f f BUILDABLEAREA =751 as c�fl N w o won a. A4EANANAIUAZ-HI MA 12 1 009 A26 WA TER MARK OF - MOSQUI TO BROOK 100'RIVERFRONT BUFFER � 4 A25 U) ..: � 5 gyp. ' 0 100 \00 f � PROJECT 19109 0 100 o DATE MAY 17 2019 LU 100 DRAWING SCALE 1 _ ' 0 A24 00. - 10 t7' ..-.-__4 DRAWN BY OMR 00' A4A 15 MA 14 0 30' 60' APPROVED BY BCO as � ACS1 501 apA w a SHEET 2 QE 3 COTES: 1. DRAINAGE AND EXISTING TOPOGRAPHY TAKEN FROM PLAN TITLED"DEFINITIVE .......... SUBDIVISION PLAN FOR IMPROVEMENT OF REA STREET'"RECORDED A.� THE NORTHERN w `®` ` a SMH2 ® ESSEX REGISTRY OF DEEDS PLAN#179a1 DATED JUKE 11 2018, REVISEaD TO JANUARY 07 � � - 32 RIM= 171.72 �' 2019. RANG' 1.....° INV IN = 163.72 ° �� -= - 2. PROPOSED ROADWAY IMPROVEMENTS AND UTILITY SYSTEMS SHALL GIE INSTALLED IN INV OUT= 163.62 J ACCORDANCE WITH THE PLANS AND DETAILS INSTALLED IN ACCORDAMIOE WITH THE PLANS \ \ } 8' SDR 35 PVC AND DETAILS SHOWN ON THE PLANS REFERENCED ABOVE. ® $ \ i f L=300', S- 1.2% F \ 101 3. THE PURPOSE OF THIS PLAN IS TO DEPICT ACTUAL DWELLING SIZE L0,0CATION,AND � � � re �� te ELEVATIONS CONSTRUCTED ON LOTS 4-7 REA STREET. Methuen, MA 01344 x 171.0 5,,. } c /'`® T 97 .435.1 24 UNDERGROUND GAS LINE -/ LEGEND /V/F 4t i :..,, MESSfhtA DEVELOPMENT COMPANYINC. l PROP. SEWER 7 TEST PIT LOCATION MAP 038 PARCEL 37 BOOK 95773 PAGE 79 SERVICE W/ I CURB STOP s STONE WALL FOUNDATION s COATING PROPERTY LINE x 1725 FILTER s / / ADJACENT PROPERTY LINE 1 FABRIC 8"WATER MAIN N J fi ER FORCE MAIN ROADWAY RIGHT-OF-WAY LINE e� J , 4° DIA PERFORATED PVC f Cfi -1T�8L1 °,...o,...a r FOR JGA HDP r ?�o L f%..T.. SMH 3 CONTOUR OUND�-�,,f'ION DRAIN 6Q Y RIM ® 168.02 ,. .: f ram" tlow, f ,, 38, - gQo �'o sa INV IN= 160.02 f f 3/ "CRUSHED STONE ` "OFi.4�a`� " 25' 25`WETLAND BUFFER �� ��` '- .. � INV OUT= 159.92 ,�• 7T BENrAKVN C.x 172.a FOUNDATION RAIN DETAII cc.3R.QSuo NOT T4 SCALE I O fig` PROP. HYDRANT 69 No, [} DRAINAGE EASEMENT .fi�1s E � x 171.5 ` 5,725 SF f / : -x 17z.0 UNDERGROUND ELECTRIC LINE77 � r-.� S z ...,. x 171.0 ?68, f g Q x 170.5 d' � SMH 4 O 9� RIM= 164"52 E� � x 171.0 `�, PROP.'WATER � <. j ': 25' TO- F s \ INV IN - 156.52 C9 SERVICE W/ INV IN - 152.90 N ".: �• w..,,. ....... ��` 8� f,f I� �� s CURB STOP INV OUT- 152.80 ,s a r � - .:. \ x 186.5 A 12 '1 ,... m 8'°PV x 5 C SEWER 14 \ d s .. s U0 L= 165' . g.. e�• Q`j S=0.006 1 „ Nr 00 T o DRAINAGE EASEIYIENT;, " 4 O T\: C A15 � �® 6,5'0 SF � � � �' \d 8" SDR'35 PVC Q � � s W � o FIELD STONE WALL L= 300, S- 1.11a z Alt T,r s f uJ O ' C C1 ...,, O U 68CLU , 25' '" > 168.5 3 ,..: x 168.5 s LC7 ue � A8 STONE WALL AT LIMIT OF WORK ..,... �, a' j` A AS PER APPROVED SUBDIVISION PLAN (REFERENCE 1) At x 169,0 `� LOT4 f `°@ i£ � m OQ ' GAF 4 SMH A 1.21 AG 10 1�' ^00• C, rT RIM = 164.70 (TO BE REMOVED) BUILIDABLEAREA=75/ A `era 10c t>� .,� �': INV IN= 153. 37 INVOUT- 53 2 . - h 1 7 SEWER PUMP AND - LO7 5 A 0cae - " - ` • 2 "moo ELECTRIC PANEL ; ry ., ENCLOSURE 6�;35t1 S.F �, .. 1.50 AC A () BUILDABLEAREA =75°l0 A20. � � A39 O LU SIP, 50, "--- 42 200'RIVERFRONT BUFFER { yx - 25` -- _ A37 yg f �, A21 �� \ �� _ _� -- 25' -----` 5' �s e1�A4" 1V1A2 tt9 /3f a \ z O, 200' 5' A36 q` A 34 A A5 w A2� A30 A351 MA7 n Al AJ2 �j ;AS 0 } q KMAf} > Too A28 A3 ° ry ! , .. 0 O JOC, �Q A27 40r LOT 7 MA8 > Uj J� y, 72,308 S.F flag' a � 200 _ 0 � 1.66AG TA 11 O BU/c7ABLFAREA=77%Qp, 10 sop a 45,162 S F A23 o ---- 1,04 AC. f F� 20 BUILfJABLE'AREA =7596 3 ei- d MEAN ANNUAL HIGH NA 12 A26 WA TER MARK OF g 00 MOSQUITO BROOK Oa 100'RIVERFRONT '0a BUFFER v Qd BOO fl� PROJECT 19109 IX z 00 -_� 0p' ° DATE MAY 17 2019 �, _ 00 DRAWING SCALE 1"=30' am t d DRAWN BY OMR OL 1 00' 00' MA 15 MA 14 a 30` 60° APPROVED BY BCO milliggiolgims x e Na MA 16 ! CS1 701 0 SHEET 3 OF 3 c�