The URL can be used to link to this page

Home My WebLink AboutProposed Site Plan Set - - SIT P AN S T SITE FOR 93 ELM STREET & I ELM COURT NORTH ANDOVER MA 0 1845 LOCUS PLAN SCALE:I"-500'± PREPARED BY: AV UIVIL DESIGN ------------- DATE DATE SHEET SHEET REVISED NUMBER DESCRIPTION ROUP LLB 05/27/2022 - 1 COVER SHEET 1= 08/21/202I - 2 EXISTING CONDITIONS PLAN j' 21 HIGH STREET SUITE 207 05/27/2022 - 3 DEMOLITION&EROSION CONTROL PLAN �- NORTH ANDOVER,MA 01845 05/27/2022 - 4 SITE,GRADING,DRAINAGE&UTILITY PLAN �� !r www.cdgengineering.com a,< 05/27/2022 - 5 FIRE APPARATUS PLAN C " ti ,` I p:978-794-5400 T= f.978-965-3935 05/27/2022 - 6 CONSTRUCTION DETAILS CONTACT:PHILIP HENRY,P.E. 05/27/2022 - 7 CONSTRUCTION DETAILS _ 41 j PREPARED FOR: RCG,LLC ^ n r _ .. - • _ ISSUED TO: 17 IVALOO STREET,SUITE 100 PLANNING BOARD SOMERVILLE,MA 02143 f = titter �. SEAL fP M N A Pit SS9 PHILIP R. Gm HENRY CIVIL No-48547 SA ELF` WATER STREET PHILIP R.HENRY,P.E. SHEET: OVERALL LAYOUT PLAN SCALE:I"=40' COVER SHEET 1 CDC PROJECT# 15001 i 102 LEGEND S CONCRETE SIDEWALK ,HYD n CONCRETE SIDEWALK EXISTING DESCRIPTION -�� ucc `S- 03 vCC ° �WG pox_ '50 1 FOOT CONTOUR °5 6' SPOT ELEVATION WATER STREET _ so �s-s ssss s-sssss s ssssss PROPERTY LINE cs) G VGC VERTICAL GRANITE CURB ------------ 104.3 VGC �xZ()x 107.9x VGC 111R xX x108.2 EAR------------ EDGE OF PAVEMENT 5 PVC A CONCRETE WO BITUMINOUS CONCRETE SIDEWALKE E`-I E` FENCE SIGN - 8'RCP D a �HH D D D D� C A D D D -J D D D D' D +0V.fr�D y D -a D _ D X X Za 3 D LK 2'CP X B`A D o� DMH 1 S58'34'29"E 141.27' ( SIGN ,S58*34'29"E 150.00' w w w WATER LINE ti C.SASIN RAM-4Q.57_ 8 1x r x 7 ,42 MAPLE, 108.6x DMH hH IT D Xlivi I0437 INVA 99.-, O I `42NAPL R1M=108.96 D D D D D DRAIN LINE °5 INV A-997 w INV B 99.6 ` 10 7 T INV A-707.7 1 _ INV B-99.7-'_ 106 6 " DED DED UNDERGROUND ELECTRIC �105.5' x106.5 \ 10$ 108.4x � 108.1x ixa II I lNV B 99.9/ EL uED uED uED 3 -H A � I "ITRANS I"EL W D D D x GAS LINE xYI 1�18.3x I 9 08.Sx o 0 1 o8.9x o9.7x r 109.2x o9 ��83ory tTJ SEWER LINE 08.7 xas x I 3 - m moo' m 109.7 107.6x r ,_rl r r r r , , TELECOM LINE \ 110.2 110.6 I I PARCEL) ° " - WATER GATE 4068; T o - o DEED BOOK 16928 PAGE 265 1 R WG SON 0.4x I 49,899t S.F.OR 1.1461 ACRES �0 `EOP110.3 x109.4 110.5x = m 110Ax 7�XX (R DRAIN MANHOLE [� \ r 109.5x, o �107.3 EM Y ® CATCH BASIN ,n �t 110.�110.1 x 111 ,yNO II t- , y 09 9x- 110.6x _ Z o E ELECTRIC MANHOLE F1 I' i 0.2x 03x 09.9$ r 0.5 z EXISTING BUILDING 109.6 �I E n n X111.3 m ------a--648'f_--- x D .5 STORY Y WOOD � ®EM ELECTRIC METER __ o� # OF- p 1 o HH ELEC/COM HANDHOLE 35,9'f -- °x E 108.5, 0.6k - V109 g- x111.6 2 T' TELEPHONE MANHOLE N l BH x109.5 x110.3 - o o NAl SEWER MANHOLE J 7, PORCH x 2f x 0.2 O0 I L N ASSESSORS MAP 55 LOT 2 ASSESSORS MAP 55 LOT 3 ASSESSORS MAP 55 LOT 4 110.7A-EOP of I \ 39->47 WATER STREET ti I x j>25 WATER STREET JIJI WATER STREET 21x HYD FIRE HYDRANT 'as ^ _ m 4x NIF CHRISTINA C POOR N/F BRIAN J.and JAIMIE L LANDRY N/F 739->47 WATER STREET CONDOMINIUM Cr7 PARCEL 2 x11o.9 x 110.5 I DEED BOOK 9027 PAGE 280 II � xl 10.9 �i D__ �1 I�\ � I � DEED BOOK 74683 PAGE 2> DEED BOOK 72574 PAGE>30 �SIGN SIGN 110.3x DEED BOOK 16928 PAGE 265 K I x BENCHMARK x110.1 -�� TEST HOLE x109.6 23,549f S.F.OR 0.541t ACRES P DUMPSTERS 19.9x 2.3x I 21 MAC NAIL IN _� -, 10" T � �J81MAPLE O J, -xl l x 9 I MAPLE EL-I15.00 60 EOP _-_i /=_e 111.5 C/ �Dc VINYL FENCE L �5 0. x � � � p-,, 82 2.,f x'x1132x �N 112.9 x410.7 r TREE LINE 2. lP e x QrF TREE LINE Pipe 190.78' N60'07'02"W' x WOOD FENCE ' Pide _ _ \ J 30 MAPLE l L 12.2 �1a j 114 5 x114 6 End, _ �- _113 113.8x N _x x113.5I1 ASSESSORS MAP 55 LOT 9 / /115.5x -715 x1149' 83 ELM STREET2.5 53.20' N56'37'76"w III 4.2 5.4 x115 4 Z N/F EIGHTY THREE ELM STREET REALTY TRUST# I.Pipe �x� 1 3 xi 13.6 A 5.7 IT x RI, I 5.5 DEED BOOK 73724 PAGE 287 (fndJ 30 MAPLE HOOD FEN�x 3. q EM j / \/ I 4 / \ 3.4 I � 114.� BENCHMARK /-= t/D�11 N �d MAC NAIL IN 14" 1 E NF a h W MAPLE EL=115.00 15 - x m / CONCRETE DRAIN ti 14 � `t 815.8 STRUCTURE W/PUMP HhA /11.1x 163114.1 v Z d WATER AT 772.3 / / -' c \ Fo x116.1 5 4I J o NOTES: BOTTOM AT 770.9\ \ y�O x gT ''-EM / o 1. PROPERTY LINE,STREET LINE AND OWNER INFORMATION 114.2 \ / / /, 7 WAS COMPILED FROM RECORDS ON FILE AT THE ESSEX I o 48x x115.9 E \� 6.3 W NORTHERN DISTRICT REGISTRY OF DEEDS AND THE TOWN / x116.2 x11�2u= 'E 0 0 OF NORTH ANDOVER ASSESSORS DEPARTMENT. I 57 0J 6.5 \ _ Z 14. EOP AqL y 7 16.3 W 1 4. /i F / \o F v 2. TOPOGRAPHY INFORMATION SHOWN ON THIS PLAN IS <�9 E OJ / _ NW BASED UPON AN ON THE GROUND SURVEY PERFORMED / -x116.1 BY TUTTLE LAND SURVEYING,LLC ON AUGUST 7,2021. �\ X�CL� o f 5.4 I F o Z ¢ 11 3. ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN 116 Ov M / 6.4 a E X / x116.4 x116.4 1'6.4 Q G o VERTICAL DATUM OF 1988. x116.4 r 16.3 x 1 15.7X A9G/� \ 7 H 4. EXISTING UTILITIES,WHERE SHOWN,HAVE BEEN COMPILED o Zx \ T x116.5 Lx - �r BASED ON OBSERVED ABOVE GROUND EVIDENCE ONLY Q 6 y D / x116.3 11 4 ,x AND ARE TO BE CONSIDERED APPROXIMATE.TUTTLE LAND w \ ppe,;559'1347'E 30.Oo SURVEYING,LLC.DOES NOT GUARANTEE THE LOCATION OF / \ x116.4 (fnd) o THE UNDERGROUND UTILITIES SHOWN OR THAT ALL a EM NtiN / 116.4 x116.5 EXISTING UTILITIES AND/OR SUBSURFACE STRUCTURES ARE 7 N SHOWN.THE CONTRACTOR SHALL BE RESPONSIBLE FOR z 6.6x of 16.6 16.4 x116.s x116.4 I h Q N PROPERLY LOCATING AND COORDINATING ANY ON-SITE -' x11 e.2 of o h W a0� ASSESSORS MAP 55 LOT IT / 6.6 x 116.5 =N j W ACTIVITY WITH DIG-SAFE AND THE APPROPRIATE UTILITY #»ELM STREET T a h a 3 m COMPANY AND MAINTAINING EXISTING UTILITY SYSTEM IV/F DAMES 0 and TA IVIIZE7 FENNESSY 16.x 7 x116.7 Z Q h m w SERVICE.THE CONTRACTOR SHALL VERIFY SIZE,LOCATION BOOK 7047 PAGE 71,3 Z So AND INVERTS OR UTILITIES AND STRUCTURES AS - d s Q w"w REQUIRED PRIOR TO THE START OF CONSTRUCTION. T x116.8 i 116.7 h o I DIG-SAFE SHALL BE NOTIFIED PER THE COMMONWEALTH x +' v.69 1260/624 U- o EXISTING �T T�7+T �T�+PLAN 3 OF MASSACHUSETTS STATUTE CHAPTER 82,SECTION 40, EX�J 1 1NUJ CONDITIONS D 1 1 Ol V 1J r LA V w w {. �w AT 1-888-344-7233. LINE 7 x116.7 x116.7 z o xJ-17.7 i TREE 5. BY GRAPHIC PLOTTING ONLY,THE BUILDINGS SHOWN ON RECORD OWNER: I.Pipe f 65.75 N56'a1'15"w w---- -=`" ------ xl17.9 #93 ELM STREET&#1 ELM COURT L o 7.5-------------- -_--------=------------_ S56'41'15' 6.8 THIS PLAN ARE LOCATED IN ZONE X OF THE FLOOD ASSESSORS MAP 55 LOT 1-93 ELM STREET } P'pe x117.1 23 12' n NORTH ANDOVER, MASSACHUSETTS Pipe 117.4 INSURANCE RATE MAP,AS DEPICTED ON COMMUNITY ASSESSORS MAP 55 LOTS 50,51,52,53,-1 ELM 8.3 0 260/626 (fnd) (fd) J x�x - o a 1260/625 0 PANEL NO.25009CO209F,WHICH BEARS AN EFFECTIVE COURT CHaL L/NK�x�x x117.8 PREPARED FOR: DATE OF JULY 3,2012,AND IS NOT IN A SPECIAL FLOOD ENCE �, m OF RCG J WILEY,LLC AUGUST 21,2021 HAZARD AREA. RCG J WILEY,LLC 148.9s' w00D FENTS 117.3 N56'41'15"W 17 IVAL00 STREET,SUITE 100 SCALE: 1"=20' 17 IVAL00 STREET,SUITE 100 y AssEssoRs MAP 55 LOT J5 �- SOMERVILLE,MA 02143 JOB No.21-107 20-22 PLEASANT STREET ASSESSORS MAP 55 LOT 5 ASSESSORS MAP 55 LOT J6 Dc SOMERVILLE,MA 02143 No A°'g' ANT 20 0 20 40 60 N/F✓0SEPH F and CCTRYL A.MA REN-2a PLEASANT STREET r 3 N DEED BOOK 16928 PAGE 265 eooK 4878 PAGE J12-PAN 5852 N/F THE PLEASANT STREET c0 aoMiNruM N/F✓AME dK PondsSuzANNE Mj GAMBLE T UTTLE LAND SURVEYING' ITC A w PLAN#6527 8C#7226 DEED BOOK 7546 PAGE 110-PAN 5832 DEED BOOK 9562 PAGE S3-PAN 5852 BMX l-K11VCiST�l�1,MASSACHUSETTS so SCALE:1"=20' (781)844-4123 tuttlepls@yahoo.com SHEET 1 OF 1 ASSESSORS MAP 55 LOT 36 ASSESSORS MAP 55 LOT 5 SITE DEMOLITION&EROSION 9, CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH 21,THE CONTRACTOR SHALL PERFORM ALL WORK,AND INSTALL ALL #32 PLEASANT STREET OWNER SO AS TO NOT DISRUPT CAMPUS OPERATIONS. MEASURES REQUIRED TO REASONABLY CONTROL SOIL EROSION 3 N/F✓AMES K and SAZANNE M.GANrBLEL #26-28 PLEASANT STREET ASSESSORS MAP 55 LOT 35 RESULTING FROM CONSTRUCTION OPERATIONS AND PREVENT A'f2T OR C(QN5TRT_T T ON DEED BOOK 9, PAGE 83-PLAN ARSCIF THE PLEASANT STREET CONDOMINIUM #20-22 PLEASANT STREET CONTROL NOTES 10,THE CONTRACTOR SHALL NOTIFY ALL APPLICABLE MUNICIPAL EXCESSIVE FLOW OF SEDIMENT FROM THE CONSTRUCTION SITE. ED BOOK 1546 PAGE 110-PLAN#5832 N F✓0SEPH F.and CHERYL A.USA DEPARTMENTS INCLUDING THE BUILDING DEPARTMENT AT LEAST 48 � HOURS PRIOR TO START OF WORK. 22.THE PROPOSED ONSITE DRAINAGE SYSTEM SHALL BE INSTALLED AS BOOK 4878 PAGE 312-PLAN Jp5832 1. THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND SOON AS PRACTICABLE.ALL EXISTING AND PROPOSED CATCH 2Ll M„SL,Jte9SN STRUCTURES SHOWN ON THESE PLANS ARE BASED ON THE CONTRACTOR SHALL ARRANGE APRE-CONSTRUCTION MEETING BASIN INLETS SHALL BE PROTECTED WITH A SILT SACK SEE SR ( REVISIONS: 96 Bb l MEASUREMENTS TAKEN IN THE FIELD AND DISCOVERED RECORDS WITH THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. DETAIL). L.L��.K- FROM VARIOUS UTILITY COMPANIES AND/OR FROM THE 4 J g L 1 1X l �`�x 2 /H/7 NIyHO MUNICIPALITY.THIS INFORMATION SHALL NOT BE CONSIDERED 12 ALL DISTURBED OFF-SITE AREAS SHALL BE RESTORED TO PRE 23.DUST IS TO BE CONTROLLED BY AN APPROVED METHOD Io SZ9 09Z1 l o - 2 81x1 EXACT AND THE CONTRACTOR SHALL VERIFY ALL UNDERGROUND CONSTRUCTION CONDITION. ACCORDING TO LOCAL,STATE AND FEDERAL STANDARDS AND MAY REV DATE COMMENT 89 Z S31`=3 t_Ldd� I Lllx (pu/� 9Z9/09Z1 �I� UTILITY LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION INCLUDE WATERING WITH A SOLUTION OF CALCIUM CHLORIDE AND - 'adT1I x o Y ACTIVITIES.CONTRACTOR SHALL NOTIFY'DIG SAFE'(811)AT LEAST 13.PEDESTRIAN AND VEHICULAR ACCESS WITHIN THE PUBLIC WATER. to9SS �- ----- ------------------SLII______________ M„9 1K,9SN _ +adi 72 HOURS PRIOR TO ANY EXCAVATION TO REQUEST EXISTING RIGHT-OF-WAY SHALL BE KEPT IN GOOD CONDITION THROUGHOUT 1 6Lllx 65SA -- -� �- dl UTILITY MARK OUT LOCATIONS THE CONTRACTOR SHALL NOTIFY CONSTRUCTION. 24.ABUTTING PROPERTIES SHALL BE PROTECTED FROM EXCAVATION T, I \ ✓�_i THE ENGINEER IMMEDIATELY IF EXISTING UTILITY LOCATIONS AND FILLING OPERATIONS FROM THIS PROJECT AT ALL TIMES. / _ 3NIC C3U1 L�M CONFLICT WITH THE PROPOSED DEVELOPMENT PROGRAM SO THAT 14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND WORK ON ABUTTING PROPERTY SHALL REQUIRE WRITTEN 2 A REMEDIAL ACTION CAN TAKE PLACE PRIOR TO ANY WORK.THE PAYING FOR ALL PERMITS AND UTILITY AUTHORIZATION FROM THE OWNER PRIOR TO ANY LAND L 9I IX L 9I IX -L<<- / ° 1 CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL EXISTING CONNECTION DISCONNECTION FEES RELATED TO THE PROJECT. / DISTURBANCE. 1 t3g/Og3I UTILITIES AS A RESULT OF THE PROPOSED DEVELOPMENT. CONTRACTOR SHALL NOTIFYAND COORDINATE ALL UTILITY WORK 3 1 6'9II x - I WITH THE APPLICABLE UTILITY COMPANIES AND/OR LOCAL 25.THE EROSION CONTROL MEASURES ILLUSTRATED IN THIS PLAN SET ASSESSORS MAP 55 LOT 33 L 9 8 911 / 91 ��i 2. THIS PROJECT INCLUDES THE REMOVAL OF AN ASPHALT DRIVEWAY DEPARTMENTS.ALL PERMITS SHALL BE KEPT WITHIN THE TRAILER SHALL BE THE MINIMUM REQUIRED CONTROLS IMPLEMENTED.THE ,A25 WILEY COURT = / - ---L�l /1x AND CURB CUT ON ELM STREET AND THE CONSTRUCITON OF AND CLEARLY VISIBLE. CONTRACTOR SHALL KEEP ADDITIONAL EROSION CONTROL 4 IV IF SAIDA IFFATE ET AL / ASSESSORS MAP 55 LOT 8 PARKING SPACES AND DRAINAGE IMPROVEMENTS. MEASURES SUCH AS WATTLES ONSITE AT ALL TIMES TO RELOCATE Z L 9II / z¢ / 9Ll #77 ELM'STREET 15.THE OFFSITE DISPOSAL OF ALL DEMOLISHED MATERIALS SHALL OR ADD SUCH MEASURES AS THE PROJECT EVOLVES OR AN 5 DEED BOOK 15259 PAGE ASA PARCEL 1 / 3. EXISTING BASE INFORMATION INCLUDING STRUCTURES,UTILITIES COMPLY WITH THE APPLICABLE LOCAL,STATE AND FEDERAL UNFORESEEN CONDITION OCCURS. PLAN#5832 ��Z DEED BOOK 16928 PAGE 26 / / I�Ix N/F✓AMES 0,and LIZE TA M.FENNESSY AND TOPOGRAPHY ARE TAKEN FROM PLAN ENTITLED"EXISTING GUIDELINES. 1 ti I149,899+S.F.OR 1 146±ACRE5911 TP-1 / 9 911x / 1 BOOK 7047 PAGE 773 CONDITIONS PLAN,"PREPARED BY TUTTLE LAND SURVEYING,LLC 26.STOCKPILES SHALL BE LOCATED ONSITE OUTSIDE OF ALL WET AND g 4 -+, 9Z- 16.EXISTING ONSITE BITUMINOUS PAVEMENT SHALL BE STRIPPED, RESOURCE AREA BUFFER ZONES IF PRESENT ON SITE.EROSION 1 V,gll Z'9ll pi y y z� DATED 08/21 2021. PULVERIZED AND STOCKPILED ONSITE TO BE USED AS RECLAIMED CONTROL MEASURES SHALL BE INSTALLED AT THE FOOT OF THE x �,I t'9 L 9'9I 0 N S 91Jx ✓ X9 9 J J o 1 T THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND ASPHALT PAVEMENT BORROW/COMMON FILL MATERIAL IF DEEMED STOCKPILE AND AND SHALL BE COVERED TO PREVENT WASHOUT 7 1 S'911X / 0 01 MAINTAINING ALL CONSTRUCTION RELATED CONDITIONS OUTLINED IN SUITABLE BY THE GEOTECHNICAL RECOMMENDATIONS IF EXISTING S THE APPROVALS IN ADDITION TO THE ITEMS OUTLINED IN THESE PAVEMENT IS NOT SUITABLE FOR REUSE,IT SHALL BE REMOVED 27.ALL PROPOSED SLOPES 3:1 AND STEEPER SHALL BE STABILIZED 1 / S9 X / ti [ OFFSITE IN CONFORMANCE WITH LOCAL,STATE AND FEDERAL WITH AN EROSION CONTROL MATTING AND SHALL BE 8 V LH CONSTRUCTION DOCUMENTS. �(PaS� t 9�IX / / � � REGULATIONS. HYDROSEEDED. 1700 023„Lb,21.69 �I, 2.9�� 4jN, 9FT a 5. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH 17.CONSTRUCTION DUMPSTERS SHALL BE LOCATED ON A STABLE 28.ALL PIPELINES OR STRUCTURES NOT STABLE AGAINST UPLIFT 9 5 911x LIMIT OF / MP A o/\ Z THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMUM OF TIME SURFACE AND SHALL BE PROPERLY MAINTAINED AND EMPTIED ON DURING CONSTRUCTION OR PRIOR TO COMPLETION SHALL BE WORK / �Hb\ BEFORE THEY ARE COVERED,SEEDED,OR OTHERWISE STABILIZED A REGULAR BASIS THOROUGHLY BRACED OR OTHERWISE PROTECTED. L / L CJ / LglI x Z TO PREVENT EROSION. 10 / 9 1 1 18 CONTRACTOR SHALL NOT STOCKPILE OR LOCATE DUMPSTERS 29,ALL LANDSCAPE DEBRIS SHALL BE TAKEN OFFSITE AND DISPOSED b 9 l t 9l l X / y EPAIR� S \ I x N 6. REFUELING AND ANY WORK ASSOCIATED WITH THE MAINTENANCE Z t 911 OF CONSTRUCTION EQUIPMENT TO BE PERFORMED IN COMPLIANCE WITHIN WETLAND RESOURCE AREA BUFFER ZONES IF PRESENT ON OF AT AN APPROPRIATE SITE. \ / AREAS IN KIND �o 911 SCALE. '• o WITH APPLICABLE REGULATIONS. SITE. t 9C � 20 0 0 20 40 INSTALL WATTLE EROSION Zx / / t 511 I o 19.THE CONTRACTOR 15 RESPONSIBLE FOR THE GENERAL UPKEEP OF H 7. THE AREAS OF CONSTRUCTION SHALL REMAIN IN A STABLE CONTROL(TYP.) S.Sx / ��J� \r 1 Z CONDITION AT THE CLOSE OF EACH CONSTRUCTION DAY.EROSION THE SITE DURING THE CONSTRUCTION PROCESS. M\ / � CONTROLS SHALL BE CHECKED AT THI5 TIME AND MAINTAINED OR z TP-2 zO' / # 2 r �/6�1 7- REINFORCED IF NECESSARY 20.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED GRAPHIC SCALE IN FEET PER THE PLANS AND IN ACCORDANCE WITH THE LATEST EDITION 2 9I \ Hb OF THE MASSACHUSE S EROSION AND SEDIMENT CONTROL I,/ d0 tlI 8. THE LIMIT OF WORK FOR THIS PROJECT SHALL BE SHOWN ON ASSESSORS MAP 55 LOT 32 L'SlI THE PLANS AS SAWCUT LINES,WATTLE LINES,AND OR GUIDELINES FOR URBAN AND SUBURBAN AREAS THESE MEASURES #75 WILEY COURT Z / //�I Ix O 9'9I \� A / CONSTRUCTION FENCE LINES EXISTING FEATURES OUTSIDE LIMIT SHALL BE FUNCTIONING PRIOR TO ANY EARTH DISTURBANCE ALL'RICHARD T.SHAUGHNESSY A �I J E 9I I / ( INCLUDING DEMOLITION AND SHALL REMAIN IN PACE UNTIL �1 U / / � S 62LLX O�yiy ) 8'tI ,1x OF WORK LINE ARE TO REMAIN UNLESS OTHERWISE SPECIFIED UPSTREAM SITE WORK IS COMPLETE AND THE GROUND COVER IS DESIGNED BY: TMF DEED BOOK 16374 PAGE 348 / ul11 AND THE EXISTING FEATURES WITHIN LIMIT OF WORK LINE SHALL o I / / r -' / J BE REMOVED UNLESS OTHERWISE SPECIFIED. STABILIZED. \ / / ZSll N CHECK BY: PRH I�1 9/ 191I / W3 1 /y�o 'Odd Iv W01108� SEAL: \ 4 -X / l %\�1��-_T/ NO� 6 6 1 v SY31 Vm tJI cc, /O /\C91 /xI'�II ,,T �r NOd MI to /^ / / / //ytl 3b/11COLIISII 1004 (( ` / g-9IA��, // wlJbE/0 313GSGN03I EN OF Ss \\ / Oy F_ �.,/ BENCHMARK �F,P qay I J 1 O 4 31 ® xi Y // (Q MAG NAIL IN 14' PHILIP I # 1 �� > Z.bll MAPLE EL=115.00 o HENRY CIVIL 1 ti �y L/ / 'b II /� I No.4B547 t�I I \ / �4�� x�23 GOADD _7NAT,OG a U'po PFG/TEXF� 2 99I l OPT x�� I� _L I-x�x (d A� S ENV+' o L l d 9 2l l x �-_- _- d'l ASSESSORS MAP 55 LO T 9 a AL tSll /1 zblV III M,90LC'D9SN 0�2Sg'ZII f83ELMSTREET IN \ R I Ix_1 YS S 1 1 / / CELT EIGHTY THREE ELM STREET REALTY BOAST 11 - .- ti 1 si_ i SAWC LINE REPRESENTS THE i k I m \1 o\ N / APPROXIMATE LIMIT N WORK III S 2 I I x CL-- 1 o DEED HOOK 13724 PAGE 287 r / / X8'C I I w /- EXISTING STRIPING TO REMAIN , 1 x<< ------ / 2'tII/ / LIMIT OF I M x -If=--T.- --•---- --.-- I' - -„3llx ZZIIV �° N WORK (TYP.OUTSIDE LO.W.) LIMIT OF <<< �� , �`. ---- ---- ' -- 37dew,„oz _ gL 06 C WORK ,- __ PHILIP R.HENRY,P.E. ------ O•.�• Y. ® ti a di _ 3RN3d DOOM _' `A oDo9N __1-- -- INSTALL WATTLE EROSIO -- -�-- '* -3NI7 33� CONTROL(TYP.) PREPARED FOR: t/Y BENCHMARK INSTALL WATTLE EROSION I'Z J I 1 I ,• •• .,•.•., .i`--'6T�.••\ DUERS I•••'•'•• 7••'••••' PROG1ECT EXISTING Y x S7dbN„82 �\ MAG NAIL IN 10" CONTROL 2 Zt l / �� ...••,. SIDEWALK OUTSIDE EO.W, MAPLE EL=115.00 ) I I b,OI•Ixr �01^ x +SAWCUT LINE REPRESENTS THE XX;OI.I'.'•.' .'•.', gC LIMIT OF �U ` \ 1 ASSESSORS MAP 55 LOT 2 1 I j PROPOSED j I \•.•.STRAP,PULVERIZE'&, I;x• \ APPROXIMATE LIMIT OF WORK I •' STRIP,PULVERIZE&•�.'••' 1w #125 WATER STREET I EOP xt I l I RE"E PAVEMENT• - --, REMOVE PAVEMENT• r DINSTALL WATTLE EROSION N/F CHRISTINA C.POOR x I I ".' I'• CONTROL(TYP.) RCG LLC LEGEND GENERAL ABBREVIATIONS N I / I CI�. L 0I I i` K DEED BOOK 14683 PAGE 21 1 I Z;OIL% / 7 IVAL00 STREET XRS MAP 55 LOT 3 o o ASSESSOR'S PARCEL A.P. 1 I I' / T jz H�Od Y 1 EXISTING PROPOSED DESCRIPTION BOTTOM OF CURB gC WATER STREET f 20C•l• A 60I SOMERVILLE,MA 02143 I I N / N.'. + H8 •/.•••.;LIMIT OF I N BITUMINOUS CONCRETE CURB BCC and JAIMIE L.LANDRY Z Il l I r 9.11 IX N '•. T Z•.��Ix \:•.' pROPOSED z __- s PROJECT: PROPERTY LINE BITUMINOUS CONCRETE BIT.GONG DK 12574 PAGE 1,30 1 I \` ) -+,6\95 EXISTING �•0"J ''• •I'•.' EOPA 80 I ° J WETLAND LINE/FAGS BOTTOM OF WALL BW 1 g o I /� / :\•.••.•..•.'•.• Q WFA,4 WETLAND RESOURCE CATCH BASIN cs - i // \\ // ;. 1..o z - 2.5 BUILDING W000 `\i' Q W PARKING LOT&DRAINAGE / CHAIN LINK FENCE C.L.F A +•�t9 IMPROVEMENTS BUFFER CLEANOUT co �r I I /I I lx S pI E'.'.:•:"/...:.. OD DRAIN MANHOLE CONCRETE SURFACE CONc 1 I / \ /• 960IX x66oI /201I #93 ELM STREET y 93 ELM STREET&1 ELM COURT DRILL HOLE FOUND PH(F) I I g 011 \/ \ I H 011 0 / f z 1 `\ C/1 NORTH AN DOVER,MA 01 845 CATCH BASIN DRAIN MANHOLE DMH I �I I �' TP_3 1 X6"60I L 1 / I LIMIT OF v U DOUBLE WALL FIBER GLASS DWFG I \ ( Q I xI OII 9OtIT 7, I J w o °L z 1 I 0 S ✓ WORK R LID o SEWER MANHOLE DASHED WHITE LINE DWL x I /. o DOUBLE YELLOW CENTERLINE DYCL T- wI I by i g 60L \ I x L V 6u.•• -- 1 � I / / b Ol l� x Z Yg'b I l x•./•. _ PREPARED BY: U DRAIN PIPE EDGE OF PAVEMENT TOP 2 OI I I I I t 01I / NOR d03 / LIMIT OF , V:'• \ EXTRUDED CONCRETE CURB ECC I I b I o 90 �c GAS LINE ELECTRIC HANDHOLE EHH I / ` --- - /�� FINISHED FLOOR ELEVATION FF= I Xxx LIMIT OF WORK /./ .� PROPOSOP I I \ 9'0 l l _ Z I \ i•.• /� 1 (( ayw QVERHEAD WIRES I I Y / Y >XA �IVIL DESIGN FRONT YARD PROTECT EXISTING UTILITY I \ )q� / Iwo WATER LINE VERTICAL GRANITE CURB GC/VGC POLES TO REMAIN WI o TP-4 f O I�_LIMIT OF _.--'I' PaI,C'EL 2 \ol/ I ea SLOPED GRANITE CURB AGO E60I I I `0 WOR T I I I 9 6 I x IDEBO BOOK 1692�PAGOJ , 1 s SEWER LINE GAS METER GM 680l \'d :L Z 601 xL'6 i / N l`JT OTT L� 0 I I o a M_ 01 Lg R lJ HIGH DENSITY 7� � R� HYDRANT POLYETHYLENE PIPE HOPEoI _6oi Ix 28QI I ___- 234 t S.F.0 0.541f / N: INVERT ELEVATION I- NbHll L I DMH I I ACRES R \' / 0.9D1Y �SOIx SIGN LINEAL FEET LF M RIM-108.96 I - Hg}P -B Xt 80l + g8 LIMIT OF 9 l 1 LANDSCAPED AREA A 7�IYI- I NV A-707.7 I ,' aRJT 80l I gg x•. / I1 i�66=8 Nl SITE LIGHT V I - .••••• / MONOLITHIC CONCRETE CURB MCC V I a I-- J LZ It I I / � WORK O` \ 6 .�N1 L boo b/V 5Ox' MATCH EXISTING ME i {, I i R6' 3 L 0l A L i o UTILITY POLE RR (I 9 201 Tdb r b - __ I L UlM I -__ 21 HIGH STREET,SUITE 207 NV 8-9 9 INVERT NOT AVAILABLE PER o o I /: s sveG • 7dXW zt I _�j_ _ �,. ---- -9s_ INDEX CONTOUR NOW OR FORMERLY N/F ----- ----- - - -�.--��+ -- - -------= �� NORTH ANDOVER,MA 01$_ 7 N 45 ON CENTER OC tL B o-,A 2e a ' e a o a a www.cdgengineering.com 96- MINOR CONTOUR RIM ELEVATION R= dC2/,ZIa HHo ;/7V;y „Q� dC2/,8I -A 7/ 313EIRNOC SnONIPnlla a�g1f a/ a 31JIZIVIS7V p:978-794-5400 f.978-965-3971 ROOF DRAIN RD 13 3 __ �W TREE LINE REM REMOVE REM Z 801X A x6 L0I / / RCX SEWER FORCE MAIN ALM INSTALL WATTLE EROSION EXISTING SIGN TO EXISTING SIGN INSTALL WATTLE EROSION' PROTECT EXISTING INSTALL WATTLE EROSION INSTALL SILT SACKS IN J CONCRETE SIDEWALK SOLID WHITE EDGE LINE SWEL CONTROL(TYP.) BE RELOCATED TO REMAIN CONTROL(TYP.) SIDEWALK OUTSIDE LO.W. CONTROL(TYP.) EXISTING CATCH BASINS UNTIL OL SHEET: s s s s s s s BITUMINOUS CONCRETE SOLID WHITE LINE SWL �-� s s s i STABILIZATION IS COMPLETE / i!i T SIDEWALK SIDE YARD SY - s s s/ s s s s-� / s I D CX --- ------- TOP OF CURB TO � -' - ----' EMOLITION O/P IRON PIPE/IRON PIN TOP OF WALL TW 9O SOe MIN-7 UTILITY POLE UP -- _ T T v -- MONITORING WELL VITRIFIED CLAY VG LOJ- 9M W A 1 S 1� � 1 EROSION R5X -�R�, WATER GATE WG WATER SHUT-OFF WOO N7bM30/S _ESGlRNOR O✓H i 7bM30/S 31S NOR/ CONTROL PLAN TP-i TEST PIT LOCATION -____J\ CONSTRUCTION FENCE q EXISTING BUILDINGS& APPURTENANCES TO BE DEMOLISHED 1EM ----I PROPOSED BUILDING --- PAD FDOTPRINT PAVEMENT TO BE RECLAIMED [TDGPROJECT# 15001 (IF SUITABLE) STABILIZED DATE OS/27/2022 CONSTRUCTION ENTRANCE --- . NOTES SPECIFIED. 24.THE OFFSITE DISPOSAL OF ALL DEMOLISHED MATERIALS SHALL COMPLY WITH THE APPLICABLE LOCAL,STATE AND FEDERAL �� T� �\' IUCIT(�N 1. THE PROJECT SITE INCLUDES LOTS 1&50 OF THE TOWN OF NORTH 15.ELEVATION OF LANDSCAPED AREAS ARE GIVEN AT PLANTED/SOD GRADE. GUIDELINES. ANDOVER ASSESSOR'S MAP 55 AND TOTALS 1.69Z ACRES 16.CONTRACTOR SHALL CLEAN EXISTING ONSITE DRAINAGE SYSTEM ALONG 25 CONSTRUCTION DUMPSTERS SHALL BE LOCATED ON A STABLE ASSESSORS MAP 55 LOT 56 ASSESSORS MAP 55 L 0 T 5 WATER STREET AT THE END OF THE PROJECT. SURFACE AND SHALL BE PROPERLY MAINTAINED AND EMPTIED ON A AGE?PLEASANT STREET 2. MODIFICATIONS TO THIS PLAN MAY OCCUR AS UNFORESEEN CONDITIONS REGULAR BASIS. #26-28 PLEASANT STREET ASSESSORS MAP 55 LDT 35 ARISE.ALL CHANGES SHALL BE APPROVED BY THE ENGINEER. 17_THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND REVISIONS: N/F NAPES K and SLPZANNE M.GAMBLE NlF THE PLEASANT STREET CONDOMINIUM #20-22 PLEASANT STREET STRUCTURES SHOWN ON THESE PLANS ARE BASED ON 26 THE CONTRACTOR IS RESPONSIBLE FOR THE GENERAL UPKEEP OF DEED BOOK 9562 PAGE 83-PLAN#5832 DEED BOOK 1546 PAGE NO-PLAN#5832 I F J0SEPH F and CHERYL A.USA 3. ALTERNATIVE METHODS AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY MEASUREMENTS TAKEN IN THE FIELD AND DISCOVERED RECORDS � THE SITE DURING THE CONSTRUCTION PROCESS. BOOK 4878 PAGE J12-PLAN#5832 BE USED IF REVIEWED AND APPROVED BY THE OWNER,SITE ENGINEER, FROM VARIOUS UTILITY COMPANIES AND/OR FROM THE MUNICIPALITY. REV DATE COMMENT M„SL,TV,99N ECNS2 000M AND APPROPRIATE REGULATORY AGENCY PRIOR TO INSTALLATION 27_ALL LANDSCAPE DEBRIS SHALL BE TAKEN OFF-SITE AND DISPOSED OF AT 2 L1 x 96 861 THIS INFORMATION SHALL NOT BE CONSIDERED EXACT AND THE AN APPROPRIATE SITE. CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITY LOCATIONS 4 0�� L 77r- _ �x� SjN7Z UNIT 4. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PRODUCTS, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES.CONTRACTOR �jo 8L11,SZ9�09Z1 tso -max N/do MATERIALS,AND PLANT SPECIFICATIONS TO THE OWNER AND SITE 28.CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING UTILITIES AND (puS( 1 o Y 2 81v SHALL NOTIFY'DIG SAFE'(811)AT LEAST 72 HOURS PRIOR TO ANY DRAINAGE PIPES STRUCTURES AND NOTIFY ENGINEER IMMEDIATELY IF ANY ,z1 SZ �di 1',I[P (PuI) 9Z9/09Z1 ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR EXCAVATION TO REQUEST EXISTING UTILITY MARK OUT LOCATIONS.THE / 2 � ___ _IFLH IGdidl T N'I 7 DELIVERY TO THE SITE ALLOW A MINIMUM OF 14 WORKING DAYS FOR CONFLICT EXISTS. g 91 d 9 1'S 9SS ,-- -Az---_-____�-------------- u,L 1 1x o y CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF EXISTING x _-_-_-_ M„5l,1 be9_SN _o-GE gg-- 'did/ REVIEW. UTILITY LOCATIONS CONFLICT WITH THE PROPOSED DEVELOPMENT 6 L11 6STgT z �� 29.CONTRACTOR SHALL FIELD VERIFY THE CONDITION OF THE EXISTING 3 PROGRAM SO THAT A REMEDIAL ACTION CAN TAKE PLACE PRIOR TO DRAINAGE STRUCTURES AND PIPES AND ANY DEFICIENCIES SHALL BE T a LIMIT OF 5. THE CONTRACTOR SHALL PROVIDE AS-BUILT RECORDS OF ALL ANY WORK.THE CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL Lr BROUGHT TO CLIENT'S ATTENTION. 4 _ 3N C0=1 rWORK LINE CONSTRUCTION(INCLUDING UNDERGROUND UTILITIES)TO THE OWNER AT EXISTING UTILITIES AS A RESULT OF THE PROPOSED DEVELOPMENT. L'911X / L'911x -L1i_ R=117.20 I I THE END OF THE CONSTRUCTION. 30,EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PER tzg/09z 1 0 1=113.40/ ��`` CONNECT EXISTING 1 x 8.EXISTING BASE INFORMATION INCLUDING STRUCTURES,UTILITIES AND THE P ANS AND IN ACCORDANCE WITH THE ATEST EDITION OF THE 5 6'911 y T SUMP PUMP LINES TO 6. ALL FLAT WORK WITHIN THE RIGHT OF WAY SHALL CONFORM TO TOPOGRAPHY ARE TAKEN FROM PLAN ENTITLED"AS BUILT PLAN" ASSESSORS MAP 55 L 0 T 33 L911 a 99EEx / �� DS-1 MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES FOR 91 NEW 6"DRAIN PIPES MUNICIPAL/STATE STANDARDS. PREPARED BY ODONE SURVEY&MAPPING,DATED 09/27/2018 URBAN AND SUBURBAN AREAS.THESE MEASURES SHALL BE FUNCTIONING #25 WILEY COURT Z ;t-- - -ABOVE GRADE AT THE\Ix PRIOR TO ANY EARTH DISTURBANCE INCLUDING DEMOLITION AND SHALL 6 N F SADIA IFFATE ET AL 1 Z L'91 Ex BUILDING EXTERIOR ASSESSORS MAP 55 LOT 8 T REPLACEMENT PAVEMENT AS A RESULT OF UTILITY AND DRAINAGE 19.THE LIMIT OF WORK FOR THIS PROJECT SHALL BE SHOWN ON THE / 1 / o?x, 911 #77 ELM STREET TRENCHING WITHIN PAVED LIMITS SHALL MATCH EXISTING PAVEMENT REMAIN IN PLACE UNTIL UPSTREAM SITE WORK IS COMPLETE AND THE DEED BOOK 15259 PAGE 239 B PARCEE 1 / (TYP.OF 8) I PLANS AS SAWCUT LINES,WATTLE LINES,AND/OR CONSTRUCTION GROUND COVER IS STABILIZED. 7 PLAN#58 2 W� /p N/F JAMES 0 and LIZETTA M.FENNESSY THICKNESS. Z DEED BOOK 16928 PAGE 26 GRASS 7 Ixx FENCE LINES.EXISTING FEATURES OUTSIDE LIMIT OF WORK LINE ARE I'x / 9 911X / 1 BOOK 7047 PAGE III TO REMAIN UNLESS OTHERWISE SPECIFIED AND THE EXISTING 31.THE CONTRACTOR SHALL PERFORM ALL WORK,AND INSTALL ALL 4-C 1 ti i49,899±S.F.OR 1.146±ACRE TP-1 8. THE ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON THE DATUM 8 P,1 Z 91 l y y z I REFERENCE ON THE EXISTING CONDITIONS PLAN. FEATURES WITHIN LIMIT OF WORK LINE SHALL BE REMOVED UNLESS MEASURES REQUIRED TO REASONABLY CONTROL SOIL EROSION RESULTING t 9llx t 9l' 991 0 FROM CONSTRUCTION OPERATIONS AND PREVENT EXCESSIVE FLOW OF N� <i S 911x Q �( xg 911 c4 OTHERWISE SPECIFIED. N 6"HDPE DRAIN PIPE TO o 1' 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND SEDIMENT FROM THE CONSTRUCTION SITE. 9 1 S 911x / Ws E 1 MAINTAINING ALL CONTROL POINTS AND ELEVATION BENCHMARKS 20 THE CONTRACTOR SHALL NOTIFY ALL APPLICABLE MUNICIPAL CONNECT TO 12"DRAIN ti 32.ALL DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY INTO A i t 9 7 R 1 THROUGHOUT CONSTRUCTION. DEPARTMENTS INCLUDING THE BUILDING DEPARTMENT AT LEAST 48 10 (puP) PIPE(TYP.OF 10)/O 7 HOURS PRIOR TO START OF WORK. SEDIMENT BASIN TO ALLOW FOR SUFFICIENT SETTLING PRIOR TO 00 023„Lb,21e6S Sold Y 1 0.EXISTING DRAINAGE AND UTILITY RIM ELEVATIONS LOCATED WITHIN THE DISCHARGE. 911 12"HOPE DRAIN PIPE 2 9/� GRASS / NE r d� LIMIT OF WORK TO REMAIN SHALL BE ADJUSTED BY THE CONTRACTOR TO 21 THE CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING SCALE. 144 LF S=0.015'/' / / orb 7 MATCH NEW FINISHED GRADE WITH THE ENGINEER PRIOR TO THE START OF CONSTRUCTION_ 33.DUST IS TO BE CONTROLLED BY AN APPROVED METHOD ACCORDING TO a x= LOCAL,STATE AND FEDERAL STANDARDS AND MAY INCLUDE WATERING WITH �7 (TO BEND) / XL S 11 20 0 10 20 40 zx / 2 Sly Y� Y 1 11.EXISTING TREES OUTSIDE OF THE LIMIT OF WORK SHALL BE PROTECTED 22 ALL DISTURBED OFF-SITE AREAS SHALL BE RESTORED TO PRE A SOLUTION OF CALCIUM CHLORIDE AND WATER. z T L ti 911x t 911X / t g l l� / 1 DURING CONSTRUCTION. CONSTRUCTION CONDITION. / 7 J\ 0911 34.THE EROSION CONTROL MEASURES ILLUSTRATED IN THIS PLAN SET SHALL LIMIT OF t 9C IV t S11 I o 12.ALL DISTURBED AREAS OUTSIDE THE LIMIT OF WORK SHALL BE RESTORED 23.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND BE THE MINIMUM REQUIRED CONTROLS IMPLEMENTED.THE CONTRACTOR GRAPHIC SCALE IN FEET Z` / � m 1 N KIND. PAYING FOR ALL PERMITS AND UTILITY CONNECTION/DISCONNECTION SHALL KEEP ADDITIONAL EROSION CONTROL MEASURES SUCH AS WATTLES WORK LINE \ A ,1 / FEES RELATED TO THE PROJECT.CONTRACTOR SHALL NOTIFY AND ti N\ 115.5x �J ONSITE AT ALL TIMES T 0 RELOCATE OR ADD SUCH MEASURES AS THE U o\ HH /� 13.NEW DRAINAGE PIPE SHALL BE DUAL WALL CORRUGATED HOPE(ADS N-12 COORDINATE ALL UTILITY WORK WITH THE APPLICABLE UTILITY PROJECT EVOLVES OR AN UNFORESEEN CONDITION OCCURS. TP-2 1 q zo" / >b DESIGNED BY: TMF �n - OR APPROVED EQUAL),UNLESS OTHERWISE SPECIFIED. COMPANIES AND/OR LOCAL DEPARTMENTS.ALL PERMITS SHALL BE / ( / Xg'�I Ix KEPT WITHIN THE TRAILER AND CLEARLY VISIBLE. 35.THE PROJECT RESULTS IN A NET IMPERVIOUS AREA DECREASE OF 1,470f ASSESSORS MAP 55 LOT 32 D 2 91 /.^`\o / K 00 dOP t11 4.ROOF DRAIN LEADERS SHALL BE 6"HOPE PIPE,UNLESS OTHERWISE SQUARE FEET INCLUDING THE PERMEABLE PAVERS. CHECK BY: PRH #15 WILEY COURT x I= \ / Q S 91 l k2 i 38 N/F RICHARD T.SHAUGHIVESSY 11 it o 0 011x / C'911Y / y 37 1 / \00 E 6'CILx y J�8't1 x SEAL: DEED BOOK 15514 PAGE 348 o I� / Y x��I � n PARKING&LOf� G INFORMATION TEST P�DATA p GRASS // 36 USE REQUIRED PROVIDED TEST PIT ESHGW DEPTH ESHGW ELEVATION INVERT AT BEND 1 I/ 7 2 b by 11 PARKING: TP-1 48" 112.40 YHOF Ns v i 0 1 d w011 ae Po sq I=111.25 1x s 6911x CONTRACTOR TO / /P j sx 1 bElVM1 RESIDENTIAL: TP-2 60" 111.30 tiG MATCH EXISTING , 0 o PHILIP R_ /O 1 S 91 F \ W d/M 1 SP/STUDIO X 2=2 SP 29 SPACES 38 SPACES TP-3 84" 103.00 o HENRY GRADE ALONG PIPE 11 l l / ( IL L S 34 EB 1S U1S 1.5 SP 1 BED UNIT X 3=4.5 SP TP-4 72" 103.00 to t I/ INSTALLATION IN REAR .R l ��, 1� ( No.48547 12"HOPE x\ o o w/bUO ElE Q�L;:MA 2 SP 2 BED UNIT x 11 UNITS=22 SP o �L AND SIDE OF R BENCHMARK PaF FD/SIE82`� 15 LF S=0.015'/' J o BUILDING S11 i i AG N, Hv 14" FN WAL ENG (TO BEND) 1 DSDS=2 i i 33 PLEPROVIDE SMOOTH TRANSITION _\ TO EXISTING PAVEMENT -- t211 I� e� oo z11 d7d�;,OT / i i PROPOSED FULL DEPTH BITUMINOUS CONCRETE %r 1 \ \ L WSJ � G (pu ASSESSORS MAP 55 LOT 9 s i\ d 31 0 9 211X - 2 _- ARIA PAVEMENT(TYP.)WITHIN LIMIT OF WORK t'�1�/ b911 i� Zt11i DMH-1 M„9g F e9SN OZ 25G 11 EXISTING TREES TO #83 ELM'STREET ti \6 t 11x�i xS S 11 3o PROPOSED DRAINAGE R-TI2.60 ' = REMAIN N/F EIGHTY THREE ELM STREET REALTY TRUST Ii PHILIP R.HENRY P.E. ti l�st-- TO PASS UNDER DEED BOOK IJ724 PAGE 287 a z \ p _ 11=108.85(MAIN)_- 2g 1�x 1 LIMIT OF _ EXISTING UTILITIES d I 27 26 PROPOSED EDP TO Y x WORK LINE / I=107.35(OUT) SAWCUT LIMIT OF C0=2 29 I MEET EXISTING 1----- -- WORK LINE PREPARED FOR: R=114.00 L�11� ------- --- ---I ---� 9'Z11 LINE N PROPOSED EOP TO - 1=110.55 1 PuP� O �dt+�D D��p p p }----- -- Y}/ E7de„G MEET EXISTING 10.20P MIT F - - y'did/ -- EN 3 --- a i 7 3CN3 DOOM ZO'LO°09N ME 8L'06L LIMIT OF -max- O ® zSotME i Nd'/ - W E� > X :�w� OP ---- __ ------ 1a9.90EME� 6ZL1 x x xZ2TT 2�T ---8«BZ 3G9 5- / �.�GRASS �j 9111 1150tM 1 6'Or 03 , o 3oN3o 7 NJ CONTRACTOR TO REPAIR f �,3 0 '-- i R5 1 / - I T 1x- GRASS ft -=6 _ PAVEMENT IN KIND 1 ��■ 'x�� oo+M N\g \7 16 Ns o.a N s0' BENCHMARK I o EXISTING ONEWAY Z 11 I 2 Za a>r �-+ O/ I ti oo ENTRANCE TO MUTCD MAC NAIL IN10" PROPOSED EOP I w I �j-"tom \ -n s WC� OP oR i- 960Ex REMAIN RCG LLc SIGN MAPLE EL=it5.o(I TO MEET EXISTING I \ SAWS\f\ REFERENCE 1� LINE I fl 0 0 17 IVALOO STREET x O \� 2 601 ASSESSORS MAP 55 LOT 2 17 C I I o �� _`. LINE r 4 SOMERVILLE,MA 02143 12"HOPE \ LIMIT OF I PROPOSED EDP o ofME oa oo I 1 57 Fo� #125 WATER STREET \ END EDP AT BACK u 132 LF 5=0.013'/' WORK LINE I \ IV MEET EXISTING a' a' e' -I o9.a PROJECT: N/F CHRISTINA C.POOR x I y R 1-1 O DEED BOOK 74683 PAGE 21 NI I � � ti OF SIDEWALK ASSESSORS MAP 55 LOT 3 RESERVED ASJI WATER STREET J \ ? I I ii2.iofM�\ _\\��\\ n 7o+MF ,(; INS �09.2o±ME CTJ ( PARKING LOT&DRAINAGE Ir C" IMPROVEMENTS PARKING NI \I R I I \ `�', i, `, 1 ,�(' I I N N/F BRIAN J and JT IMIE L.LAAIDRY 2 1 1 E 7 r t t D.65 �� ,K, z s ° o as R7_8 DEED BOOK 12574 PAGE 730 ' \ rl POROUS � ��~ PROPOSED \ o�RO I gox Y 93 ELM STREET&1 ELM COURT CUT BACK BRUSH/TREE LINE SC F 1 o I� PAVER /� R5-1 CONCRETE SIDEWALK 0 I 1 NORTH ANDOVER,MA 01845 TO LIMiT OF TRENCH x I to AREA(TYP \ GRA55 0.00 �__110-__-"� GRASS I I o, \ o 0 3otME LIMIT OF u.,3,350±SF) �� n \ ya oC9a±ME VAN I cn 1000 �- CONCRETE R7-8 CONTRACTOR TO MATCH EXISTING I �� - -F T 0.10 i PREPARED BY: R7-8a ACCESSIBLE GRADE ALONG PIPE INSTALLATION 1 I� �y n` �� -" - SIDEWALK r ua i R7-8 t tLlMff OF 1 IN REAR AND SIDE OF BUILDING I -Cc� "` Y i^ 1 ! I TP 3 L O s ia9.eo i.ia » 1 WORK LINE ' ox ] z R5-, �. .\ „o6RtME , L01 -�- �IVIL�ESIGN NG/s Cl`l NYA YI LIMIT OF ` Y �- . WORK LINEN ` �u _ 0 v I ,BRASS ,� 1 �ROUP,LLC LEGEND GENERAL ABBREVIATIONS -f - I LIMIT OF I 26' _ \ j \ / 1 1 H 0 WORK LINE TP-4 '-/oe- ASSESSORS PARCEL A.P. I I LIMIT 0 L'60L I F PARCEL--1D EXISTING PROPOSED DESCRIPTION BOTTOM of CURB BY �M I I `%.� �� I WORK LINE , G'�, �� )c ossDEME� PROPERTY LINE BITUMINOUS CONCRETE CURB BCC - BITUMUNOUS CONCRETE BIT.YONC 7# I I oa s PROPOSED PERMEABLE oX �� 1 END CURB MEET o- BUILDING SETBACK/ I I 1 GRASS EXISTING CATCH BASIN CB o I PAVERS SHALL BE �- 21 HIGH STREET,SUITE 207 BUFFER CHAIN LINK FENCE C L.F. CONTRACTOR TO BE AWARE OF Hll P I I oa s0 UNILOCK TOWN HALL Y LIMIT OF �� /.401x SwF A74 WETLAND LINE/FLAGS CLEANOUT CO AND PROTECT EXISTING UTILITIES 4 _ WORK�� Lo IN PROPOSED NORTH ANDOVER,MA 01845 1 I as z5 i P R-`-'- STANDARD SIZE, -- f WETLAND RESOURCE CONCRETE SURFACE CONC TO REMAIN - G ' = 7 LIMIT OF LM = LINE,MEET C='tee Am 1 CONCRETE SIDEWALK www.cdgenginecring.com / DRAIN MANHOLE DMH F wl 4±M - i BURGUNDY RED WRHA ` o a g c BUFFER V UvV B=99.9 P SAWCUT � EXISTING o �_y ANl y ER GLASSo ��- 7 7 I dKW„zt o BIACK N0.8 JOINT _ zd eot=w p:978-794-5400 f:978-965-3971 6 PARKING SPACES DOUBLE YELLOWDOUBLE WALL BCEN CENTERLINE DWCL /��I FG HH / I�� 0009111 2„6Z,t2a8`�67-b 0ES GLNCA /( ) E„6Z,t2e85S�� AMU a SbBC c, DASHED WHITE LINE DWL OO o I AGGREGATE TYP / --- 2'R CURB RADIUS Gnd g �� ACCESSIBLE PAVEMENT EDGE OF PAVEMENT TOP a a 7 0 1 _ o�9�XC;-�a � a a a a �� Q FINISHED FLOOR ELEVATION FF- dGN,zl HHo c R 1 8l - aa9a±ME K 'END CURB MEET Ia SHEET: MARKINGS FRONT YARD FY z „�N7K �N2„"00N 1 3 2 o8.00tME --- OM V i P 5r'76'Ni30/S 3152/,7NOC SnONlW01/8 � N,7 RAMP UPSLOPE DIRECTION GRANITE CURB GC Z 801x CGA X EXISTING SITE, 7� VERTICAL GRANITE CURB VGC CONNECT NEW 18"HDPE DRAIN PIPE EXISTING TREE 6 L PROPOSED ESP EXISTING TREE / GGX / 2 t01 SITE GRADING SIGN TO REMAIN TO MEET EXISTING TO REMAIN i 2i0 / \ J - > > SLOPED GRANITE CURB SGC EL=10450.EXCONITRACTTOR TO REPAIR 'APPROXIMATELY 40 LF OF 18" i P 0 5 LIGHT GAS METER GM DRAINAGE& HIGH DENSITY HDPE ALL DISTURBED AREAS IN KIND AND _- -;CLRCP SHALL BE REMOVED AND s s s s-! _ ♦ UTILITY POLE POLYETHYLENE INVERT ELEVATION - -- /s s-s-s sE --s V -s-s-s / 5 UTILITY T `,nT o- o-WOODEN GUIDERAIL/FENCE - NOTIFY ENGINEER IF A CONFLICT---- REPLACED.CONTRACTOR SHALL / / Y O _--- ' TILIT I PLAN EXISTS. MAINTAIN POSITIVE PITCH ON _ 9OT s' 1 1 LINEAL FEET LF � X° ,- r n wr TREE LINE LANDSCAPED AREA LA PIPE FLOW TO THE WEST _LOV- DM®_ - W A T E-D S T ��v4 0► � PAINTED ARROW MONOLITHIC CONCRETE CURB MCC CDX ---- 1� 1 -Vox OA i MATCH EXISTING ME -- -- O N d - \ CONCRETE PAD/SIDEWALK INVERT NOT AVAILABLE N/A N7bMSOIS E13UCNOC T 1 i 217bM20/S 31SL1ON00 NOW OR FORMERLY N/F _ZOi -- ON CENTER OC PERMEABLE PAVER RIM ELEVATION R= J ROOF DRAIN RD --- ED OLP IRON PIPE/IRON PIN REMOVE REM REAR YARD BY SOLID WHITE EDGE LINE SWEL CDG PROJECT# 15001 SOLID WHITE LINE SWL SIDE YARD SY SOLID YELLOW LINE SYL -_ TOP OF CURB TO DATE 05/27/2022 UTILITY POLE UP BOARD OF FIRE PREVENTION REGULATION NORTH ANDOVER FIRE TRUCK A'f2'I FOR C0.1V5TRT_TCT G COMPLIANCE (AASHTO EQUIVALENT DESIGN IN ASSESSORS MAP 55 LDT 36 ASSESSORS MAP 55 LDT 5 1. IN ACCORDANCE WITH 527 CMR 1 SECTION 18.1.1.4,FIRE APPARATUS / BUS RJ2 PLEASANT STREET #26-28 PLEASANT STREET ASSESSORS MAP 55 LDT 35 MANEUVERS/VEHICLE SWEPT PATHS HAVE BEEN PROVIDED. VEHICLE-B S 40) N/F JRMES K and SL/ZANNE M.GAMBLE REVISIONS: DEED BOOK 9562 PAGE 83-PLAN,f5832 /V\THE PLEAS\T STREET CONDOMIN/UM ,f20-22 PLEASANT STREET 2 IN ACCORDANCE WITH 527 CMR 1 SECTION 18.1.1.5,THIS PLAN BEARS THE DEED BOOK 1546 PACE NO-PLAN}0832 NlF JOSEPH F and CHERYL A.MAYR SEAL OF A REGISTERED PROFESSIONAL ENGINEER. BOOK 4878 PAGE 312-PLAN#5832 3. IN ACCORDANCE WITH 527 CMR 1 SECTION 18.2.3.2.1.1,ACCESS ROADS REV DATE COMMENT M„SI,lV.99N EXTEND TO WITHIN 150'OF AT LEAST ONE EXTERIOR DOOR THAT CAN BE r--x E NEE GOON 96 gV I OPENED FROM THE OUTSIDE q --�- -- 4. IN ACCORDANCE WITH 527 CMR 1 SECTION 18.2.3.2.2.1,ANY PORTION OF \ X11 1 w c) l Y-X�x -FCN2E RV17 NIbH THE EXTERIOR WALL OF THE FIRST STORY OF EACH BUILDING IS WITHIN 250' Io S39/093I N l o -x�v Jo (Aug'( (u 9C9/09CI � OF AN ACCESS ROAD V'V 4 2 � '51 T3 5 IN ACCORDANCE WITH 527 CMR 1 SECTION 18.2.3.4.1.1,ACCESS ROADS N P/( F o(� y r- -------------adi0 a Sd l 7„Sl,lb.9SS \--------- ------------ ----------------------- EkIE IV.9S p z- � N 5L Tg +aui0 HAVE BEEN PROVIDED WITH UNOBSTRUCTED WIDTHS OF NOT LESS THAN 20'. 3 1 6S// \ ��- 6. IN ACCORDANCE WITH 527 CMR 1 SECTION 18.2.3.4.1.2,ACCESS ROADS 1 O \ \O HAVE BEEN PROVIDED WITH UNOBSTRUCTED VERTICAL CLEARANCE OF NOT 6 1 0 3N0 33 O 1 LESS THAN 13'-6". \ 4 1 7. IN ACCORDANCE WITH 527 CMR 1 SECTION 18.2.3.4.3.1,INSIDE TURNING 1 bZ9/09Z l o RADII HAVE BEEN PROVIDED EQUAL TO OR GREATER THAN THE EQUIVALENT 5 OF 25'RADII FOR A 20'WIDE ACCESS ROAD. N\ ASSESSORS MAP 55 LOT 33 a 76M 8. IN ACCORDANCE WITH 527 CMR 1 SECTION 18.2.3.4.2,ACCESS ROADS HAVE jf25 WILEY COURT Z �dB jx BEEN DESIGNED TO SUPPORT FIRE APPARATUS AND ARE PROVIDED WITH AN U 6 N/F SEAR ASKTE ET AL �Z "O ASSESSORS MAP 55 LOT 8 ALL-WEATHER DRIVING SURFACE. u #77 ELM STREET \\ , DEED BOOK 7525 PAGE 239 PARCEL I / I NI ✓\ES 0 and LIZETTA M FENIVESSY 9. IN ACCORDANCE WITH 527 CMR 1 SECTION 182.3.4.4,TURNAROUND \\ 7 PLAN 5832 w / 1 x PROVISIONS HAVE BEEN MADE FOR DEAD-END ACCESS ROADS. Z DEED BOOK 16928 PAGE 265 / 1 SDDK 7047 PAGE 113 10.IN ACCORDANCE WITH 527 CMR 1 SECTION 18.2.3.4.6.1,ACCESS ROAD i49,899±S.F.OR 1.146±ACRES 8 N 1 V 91 Ix Oy z I GRADES DO NOT EXCEED 10%. o 1„ a' 9 06 ARE q i(P ul) AE / E AN SCALE. / �O 1 20 0 �0 20 40 / EL 1 ISE GRAPHIC SCALE IN FEET IIo,DO O z,N \ / O O OE> �y / DESIGNED BY: TMF 1U N T9IIX \o / \\ �yd \✓/ L dOF 1 CHECK BY PRH ASSESSORS MAP 55 LOT 32 O J15 WILEY COURT x I s / \ 38 I N/F ACCEPTS)T.SHA\HNESSY 11 o O E 1ti0 37 1 x SEAL: DEED BOOK 15514 PAGE 348 o v / �� \�-/ J 11/ 36 iv I B O�y 066 lb W01108I 74, PONOFMssq 11 1 G b'E1VM 1 ~t o�� PHIUP R- 2�n to / \d/M IR o HENRY CIVIL 34 ED/71.C/7L11A1 No.4B547 bUO ElEUCN\1 o BENCHMARK ` �OF I`J ��0 N MAG NAIL IN ld" i- F'Q'/gVAL EN i 21 /�/ / 33 I MAPLE EL=115.00 G �76\ 32 "�-Fx OOOrL1 E7dN4;,OS u C%fir o (e 1( -A'l 0 1 NE \\ 6 ---x\ add'l ASSESSORS MAP 55 LOT 9 Z x 1 \30 7777 T.9SN OZ T5 GOES ELM STREET ti N/F EIGHrr THREE ELM srSP ET REAL Tr TAUST 1rPHIUP R HENRY P.E. 2 II 28 27 2 1 o DEED BOOK 73724 PAGE 287 m I I j\ PREPARED FOR: r N u adid/ 3CN3S DOOM M„ZO,L0.09N --u ---- -��-- -- -- --�-- N\sCC------- ---- � , 7„6z,TZe8SS �•-.'tT x 7 BENCHMARK MAC NAIL IN 10" 1 -- \ -/ \ 6 1 .- MAPLE EL—IIS(p.0 RCG LLC 1 I~ O 1 17 IV LE,STREET ASSESSORS MAP 55 LOT 4 ASSESSORS MAP 55 LOT 2 1 � SOMERVILL,MA 02143 #39-141 WATER STREET 125 WA TER STREET N/F/039-141 WATER STREET CONDOMIN PROJECT. IUM # p DEED BOOK 9027 PAGE 280 IV/F CHRLSTLIVA C.POOR x I I O ti 8 \ ASSESSORS MAP 55 LDT 3 DEED BOOK 74683 P\E 21 �� 0 y v IN� rT PARKING LOT RE DRAINAGE 3J WA TER STREET l t 1 N I = IN C" NIF BF7/AN J and J,4/MlE L.LANDRY 'YI r� z IMPROVEMENTS�� z DEED BOOK 12574 PAGE 1,70 1 ` I Y 93 ELM STREET&1 ELM COURT NORTH ANDOVER,MA 01845 I PREPARED BY: _Iv 15 U IVIL ESIG d03 �v\ 1 OUP,LLC 1 PARCEL 2 \dHll J 21 HIGH STREET,SUITE 207 � >N NORTH ANDOVER,MA 01845 1-L 66=8 ONl 7E \ 5C-a AIVI M 2 66-d ANI www.cdgengineering.com v e=99 g \ dA AWE 66=d ANI I ET SO_MIB I p:978-794-5400 f:978-965-3971 HH fE7dVR,, E9GOI—NID sdeG '00 091 7«6E,AT.B 1S La I�I HNo 1 — snd,sr a a 6 do C/ HHo dGR g ASYS D SHEET: A7bM30/S 7N07 S/lON/✓VOl/9 � `ti 4 x7bM30/S 3132/DN00 500N/W01/8 ®O 313S0N 7 A ODA O FIRE APPARATUS PLAN s0 9M& W T E R S TO JIEET N7b44701S E17UCNOC 0CH 7bM20/S 31E 0N00 5 CDG PROJECT# 15001 DATE 05/27/2022 (I yo T F0_R COX9 TR U,(710A7 REVISIONS: REV DATE COMMENT TYPE 1-1 BIT.PAVEMENT 1 1/2"WEARING SURFACE,ON 1 1/2"BINDER BOTTOM OF COURSE(PER MASS DOT SECTION 460) PAVEMENT SECTION PROPOSED PAVEMENT OVERLAY UNDISTURBED EXISTING PAVEMENT 8"DENSE GRADE,RECLAIMED 2 EE, PAVEMENT BORROW,OR DENSE LIMITS OF EXCAVATIONPROPOSED TOP AND BASE BLENDED CRUSHED STONE COURSES UNDISTURBED z 3 CONFORMING TO MASS DOT -E EARTH "STANDARDS SPECIFICATIONS 12" UNDISTURBED EXISTING FOR HIGHWAYS AND BRIDGES" 4 IIIIII it I if il I I PAVEMENT BACKFILL WITH COMMON FILL TO PAVEMENT SECTION.PARTICLE SIZE SHEETING NOT TO EXCEED 6"IN DIAMETER-TO 5 PLACE UNDISTURBED om EARTH APPROVED SUBGRADE GENERAL NOTES: WHERE REQUIRED BE PLACED IN 5"MAX.LIFTS FOR A Tl-- DEPTH OF 12"(MIN). -GRADE(EXISTING MATERIAL)SHALL CONSIST OF INERT MATERIAL THAT IS HARD,DURABLE STONE SEE PROPOSED 6 3.SUB PAVEMENT DETAIL AND/OR COARSE SAND,FREE FROM LOAM AND CLAY TOA DEPTH NOT LESS THAN 4-FT BELOW THE FINISH DRAINAGE OR PAVEMENT SURFACE.EXCAVATE SANDY-LOAM AND/OR LOAMY-SAND TOPSOIL MATERIAL FROM ALL SAWCUT AND TACK COAT ALL SEWER PIPE PAVED AREAS PRIOR TO SUB-BASE INSTALLATION. EDGES AND EXISTING PAVEMENT SIZE VARIES 7 1,4.PLACE SUB-BASE IN MAXIMUM 8"LIFTS(COMPACTED TO 95%). WITH ASPHALT EMULSION 5.COMPACT SUB-GRADE FILL TO 95%COMPACTION. 3/4"COMPACTED CRUSHED STONE TO 6.SEE SITE LAYOUT PLAN FOR PAVEMENT WIDTH AND LOCATION. 12"ABOVE TOP OF PIPE.TO BE 8 7.SEE GRADING PLANS FOR PAVEMENT SLOPE AND CROSS SLOPE. COLD PLANE AND OVERLAY PLACED IN 5"MAX.LIFTS. PROPOSED GRAVEL SUBBASE 8.SWEEP CLEAN THE EXISTING BINDER COURSE SURFACE PRIOR TO INSTALLING THE WEARING COURSE BY (1.5"MIN.DEPTH)A MIN. 3/4"CRUSHED STONE BEDDING 9 A STREET SWEEPING MACHINE.APPLY A TACK COAT PER SPECIFICATIONS. DISTANCE OF 12"INTO EXISTING PAVEMENT PIPE O.D.+2' 12"MIN.DEPTH. I MINIMUM WIDTH 10 SCALE: PERMEABLE PAVER DETAIL TYPICAL BITUMINUS PAVEMENT DETAIL PAVEMENT TIE-IN DETAIL. TYPICAL DRAIN&SEWER TRENCH DETAIL AS NOTED NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE DESIGNED BY: IMF CHECK BY: PRH 1/4"x 1 1/2"DEEP MAX.SAWCUT FILLED/W �FANCCAP PARKING SIGN SIKAFLEX 1C SL(SELF LEVELING) , 1�12N18-1 T TO BOTTOM OF SYMBOL CAULKING OR EQUAL SEAL: 2 LOCATED SOTI�HTCNVOTBE CESCUREDBY ACAR PARKED IN THE SPACE(2'BEHIND CURB 24"DIA.MANHOLE FRAME&COVER 0RZBEHNDWPCK AS APPLICABLE) 4000 psi CONCRETE APRON- TO BE TYPE EAST JORDAN IRON 3.)CONFORMT LOGA-CODES WITH DOLLARS(SEE DETAk) 3/4"MIX&6x6x10/10 VVIRE WORKS CAT.NO.LA268 LK1 10 OR DMH CIA PIPE SIZE WALL THICKNESS MESH TOP REINFORCEMENT ONLY APPROVED EQUAL.COVER SHALL 48" UP TO 30" 5" HAVE 3"LETTERS"DRAIN" 6oll 35"-42" 61, 411 IP P 72" 48" 61, HENRY ADJUST TO GRADE WITH COURSES CIVIL UP OF BRICK AND MORTAR(NOT TO Va.48547 2�V /ST EXCEEDS COURSES OF BRICK) TR CIRCLE x x L PROTECTED 2' 5"MIN.REINFORCED AREA CONCRETE MANHOLE TO 8"MIN. MEET H-20 LOADING AND GO CONFORM TO ASTMC-478. m 0 RUNOFF TOP SLABS MAY BE FL OW SUBSTITUTED FOR ECCENTRIC LOCATE SAW CUTS AS SHOWN ON FLOW CONE SECTIONS. 'D RAIN" 4 6 7 2" 0 "DISPENSER APRON PLAN" FILTERMITT WORK AREA 0-RING RUBBER GASKET PHILIP R.HENRY,P.E. 4'-0"ID JOINT IT PER ASTM C443 OR I BUTYL RUBBER FLEXIBLE NATIVE SOIL MIN.(SEE CHART) ROPE JOINT SEALANT PER ASTMC 990/AASHTO M1988 PREPARED FOR: \C NOTE:T CONC.APRON @ CANOPY -,,-/WATERTIGHT NON-SHRINK NOTE:WIHDELCHAR SYMBOL PANT SHALL 8"CONC.APRON @ TANK GROUT(TYP.) CONFORM TO THE STRIPING PAINT SPECIFIED AND SYMBOL SHALL BE CENTERED IN TFE STALL FLOW CONCRETE SPECIFICATIONS: L- NOTE 0 ED 12-OF COMPACTED 3/4" -SOIL BEARING CAPACITY REQ'D:AS PER NOTES: :2 12" CRUSHED STONE XLPAVEWN STRIPINGAND MARKINGS S11ALL CONSIST OF CHLORINATED RUBBER PAINT 5"- 6" RCG LLC APPLIED TOA DRY SURFACE WHEN TFE TEMPERATURE IS GREATER THAN 40°F.PANT SHALL GEOTECHNICAL REPORT 1.WATTLES SHALL BE FILTERMITT,SILTSOXX,OR APPROVED EQUAL. BEAPPLtEDATAMINIWMOP0015'(15ML)RLM�CKNESS -GONG.STRENGTH:4000psi @ 28 DAYS 3%TO 7%AIR, 2.WATTLES SHALL BE A MINIMUM OF 12"AND SHALL BE BIODEGRADABLE. COMPACTED 17 VALOO STREET TROWELLED SMOOTH FINISH WITH TWO COATS 3.WATTLES SHALL NOT CONSIST OF STRAW. SUBGRADE SOMERVILLE,MA 02143 4.WATTLES SHALL BE INSPECTED REGULARLY. TYPICAL ACCESSIBLE PARKING SEALING/CURING COMPOUND. PROJECT: LOT& SPACE MARKING DETAIL TYPICAL SAWCUT DETAIL TYPICAL WATTLE DETAIL TYPICAL DRAIN MANHOLE DETAIL PARKING IMPROVEMENTS DRAINAGE NOT TO SCALP. NOT TO SCALE NOT TO SCALE NOT TO SCALE 93 ELM STREET&1 ELM COURT NORTH ANDOVER,MA 01845 PREPARED BY: "HANDICAPPED PARKING ONLY"SIGN WITH BOLLARD UIVIL IJESIGN (IN ACCORDANCE WITH ADA GUIDELINES) LANDSCAPED AREAS PAVED AREAS DOWNSPOUT k-TRO U P,LLC 1,REFIL C-,lVP&UEIKGRD ' -TEL ERIN-S- COVER SHALL BE FLUSH WITH GROUND SURFACE REMOVABLE PVC THREADED PLUG DO NOT ATTACH DOWNSPOUT TO RISER PIPE LEr.ERIG-1MUMrx 4"WIDE WHITE STRIPING 4"WIDE AZURE E,00_ T (,P.) BLUE STRIPING (DOWNSPOUT SHALL MOVE FREELY) (TYP.) INSTALL OPEN TEE AT GROUND SURFACE TO _o PROVIDE A MEANS OF OVERFLOW(SIZE& 21 HIGH STREET,SUITE 207 3,0-N-D-5- oj PAINTED MATERIAL TO MATCH UNDERGROUND PIPING) NORTH ANDOVER,MA 0 1845 CAST IRON OR TRAFFIC TYPE METER BOX,U.S.FOUNDRY MODEL SURFACE& -W R S F V MATCH'NDERG'O'ND PIPING)EXISTING THICK STONE NE "R PROVIDE A MEANS V I L M MATERIAL To MA 14"AZURE BLUE) CAST M HANDICAPPED SYMBOL METER www.cdgengincering.cont (54-Wx6O"H) 7621 OR APPROVED EQUAL EXISTING GROUND -978 M T IN 6"THICK STONE p:978-794-5400 f. -965-3971 1 6 RIM AND COVER sE _Vj� CEMENT �MIN�7NT CONCRETE SPLASH PAD(24%24") CEME I I CRUSHED STONE S PP RISER PIPE(SIZE& -9.0, 8.0, B.O' 8.0, MATERIAL TO MATCH SHEET: Io U DO PIPING) UNDERGROUND PIPING) 4"MIN.RISER PIPE UNDERGROUND PIPING(SEE CONSTRUCTION v GRADING&DRAINAGE PLAN) 45*WYE DRAIN OR SEWER PIPE NOTES: 90'SWEEP OR TWO 45'ELBOWS 1. ALL PAVEMENT STRIPINGS AND MARKINGS SHALL DETAIL S CONSIST OF CHLORINATED RUBBER PAINT APPLIED TO A DRY SURFACE WHEN THE TEMPERATURE IS FLOW GREATER THAN 40T.PAINT SHALL BE APPLIED AT 0 A MINIMUM OF 0.015"(15 MIL)FILM THICKNESS. (SEE BOL-ARD ETAL) X 6 TYPICAL ACCESSIBLE PARKING SPACE ACCESSIBLE PARKING SIGNAGE DETAIL STRIPING DETAIL TYPICAL CLEANOUT DETAIL GUTTER DOWNSPOUT DETAIL CDG PROJECT#: 15001 NO"1 10 SCALE NOT TO SCALF NOT 10 SCALE NO I'l 0 SCALE DATE: 05/27/2022 IyoT FOR COVSTIR U,C7I0A7 REVISIONS: NOTES: REV DATE COMMENT 1. TYPICAL HEIGHT(H)SHALL BE 7'-0", EXCEPT FOR ACCESSIBLE PARKING SIGNAGE,WHICH SHALL HAVE A HEIGHT AS SPECIFIED IN THE APPLICABLE 1 DETAIL. ATTACH SIGN WITH 2 DRIVE 2. METAL POSTS SHALL BE QUICK PUNCH RIVETS(SEE NOTE) POST. 2 t. SIGN 3. FOR IN-SIDEWALK INSTALLATIONS,CORE 4"DIA.HOLE.ANCHOR LENGTH MAY BE OST DECREASED TO 12". 3 E 2"x 2",14 GAGE. 4. POST SHALL BE GALVANIZED ROLLED PUNCHCARBON SHEET STEEL,ASTM A5704 GRADE 50 AND SHALL HAVE 7/16" DIE-PUNCHED KNOCKOUTS ON 1" CENTERS FULL LENGTH,FOUR SIDES. ° 5. ANCHOR SHALL HAVE 4 7/16"HOLES 5 x o ONE EACH SIDE 2"FROM TOP END. CORNER BOLT FINISH SHALL BE ZINC HOT DIPPED 6 N GALVANIZED MATERIAL TO MEET ASTM 00 GROUND SURFACE A500 GRADE B. 6. DRIVE RIVETS TO BE TL3806 3/8"DIA. 7 7. CORNER BOLTS TO BE TLCB516M. ° S. SIGNS SHALL BE MOUNTED 7'FROM °.g BOTTOM OF SIGN TO GROUND SURFACE 8 E ANCHOR SQUARE 2.5"X 2.5"OD, AND 6'FROM THE BOTTOM OF THE N 7 GAUGE,24" LOWER SIGN FOR MULTIPLE SIGNS ON LENGTH SEE NOTE 5. A SINGLE POST,UNLESS OTHERWISE 9 SPECIFIED. 2 CUBIC FT.CONCRETE 10 N SCALE: TYPICAL SIGN POST DETAIL AS NOTED N0'1'10SCALE DESIGNED BY: IMF CHECK BY: PRH SEAL: 4"THICK BROOM FINISH,AIR-ENTRAINED,4,000 PSI,610 TYPE II,FIBER REINFORCED CEMENT CONCRETE OF U4S 6x6-W1.4xW1.4 WELDED WIRE �4,P �CS, FABRIC(CENTER DEPTH) gam' PHILIP R. 16�, o HENRY CIVIL VARIES(SEE PLAN) Va.48547 FG/STF-tl� 1.5%MAX.SLOPE (SEE PLAN) /ChNAAL \ 4„ 44\\�f�\�� '��i� PHILIP R.HENRY,P.E. COMPACTED 8"PROCESSED GRAVEL SUBGRADE SUBBASE PREPARED FOR: NOTES: 1.THIS DETAIL PROVIDES A MINIMUM STANDARD FOR SIDEWALK CONSTRUCTION. THE FINAL SIDEWALK SECTION SHALL BE DESIGNED BY A GEOTECHNICAL ENGINEER AND SHALL BE UTILIZED IF MORE STRINGENT THAN THIS DETAIL. 2.GROOVE JOINTS 1"DEEP WITH 1/3"RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT -.11 5'INTERVALS.ALL GROOVE JOINTS SHALL LEAVE A HORIZONTAL GAP OF LESS THAN}"TO _COMPLY WITH ADA REQUIREMENTS. 3.ONE 1/2"EXPANSION JOINT WILL BE REQUIRED AT 40'INTERVALS.A 1/2"EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. EXPANSION JOINT FILLER STRIP SHALL BE INSTALLED FLUSH WITH THE SIDEWALK SURFACE TO PROVIDE A SMOOTH RCG LLC TRANSITION ACROSS JOINTS,IN ACCORDANCE WITH ADA REQUIREMENTS. 17 IVAL00 STREET 4.FLAT WORK WITHIN THE MUNICIPAL RIGHT OF WAY SHALL BE CONSTRUCTED IN CONFORMANCE WITH SOMERVILLE,MA 02143 MUNICIPAL STANDARD SPECIFICATIONS. PROJECT: TYPICAL CONCRETE SIDEWALK DETAIL PARKINGIMPROVEMENTS DRAINAGE NOT TO SCALE 93 ELM STREET&1 ELM COURT NORTH ANDOVER,MA 01845 PREPARED BY: UIVIL IJESIGN k-TRODUP,LLC ASPHALTIC SEALANT APPLIED BETWEEN CONCRETE APRON AND NEW ASPHALT SURFACE 4000 psi CONCRETE APRON 3/4"MIX&6x6x10/10 WIRE ASPHALT SURFACE- MESH TOP REINFORCEMENT ONLY 21 HIGH STREET,SUITE 207 SEE oNSITE PAVEMENT DETAIL NORTH ANDOVER,MA 01845 www.cdgengincering.com x X x p:978-794-5400£978-965-3971 SHEET: NOTE: CONSTRUCTION -6"CONC.APRON @ CANOPY DETAILS -8"CONC.APRON @TANK TYPICAL ASPHALT/CONCRETE 7 TRANSITION DETAIL CDG PROJECT#: 15001 NOT TO SCALE DATE: 05/27/2022