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BREWER HAWTHORNE COVE- FHOD APPROVED PLANS Approved Plans yc Mriblin(k 10 12.-E'11- REVISIONS Fiyc�sh/ Sl k4. 2 1 17 CONTOURS do GRADING 3. 0 24 17 FHOD REVISIONS 2.-1 9 5 17 CONSERVA110N COMMENTS 1. 18/22/171 PUBLIC ACCESS BRE �y ,W- ER 11AWT11ORNE COVE MARINA oH of J� o THOMAS A. POZERSKI ... S CIVIL y No.45859 SIT P AN9 CASTES LOCUSFss<<7M1fAL .--••SALEM:-- HARBOR. .... . fl Y, ASSESSORS MAP 41 LOT0283 LOCATION MAP NOT TO SCALE 10 WHITE STREET DRAWN BY: JG/DJN DESIGNED BY: TAP SALEM- -, MASSACHUSETTS CHECKED BY: TAP DULY 24� 2017 LEGEND ,_. � o REV. THRU OCTOBER 24 20170 1 ,: EXISTING DESCRIPTION PROPOSED °O,,, 0o ao PROPERTY LINE , R Af 74, CROWSFEET � :. - ll y4cl- O20 CONTOUR . ro too) CD le 9 8 SPOT ELEVATION +100.50 �-iO mkvj �-1 cCI EDGE OF PAVEMENT o wILI - �"� ..,.. -� ,;ems � �- .� w , w WATER LINEO rd w = 4r � r I— .r , w X ®VJG WATER GATE 0 WG p •� O a. ..�,- �� � z � IN D E X — M, . 4 yw Q t"c A �N ,� G GAS LINE G I ®GG GG GAS ¢o �- GATE � SHEET DESCRIPTION y. :: — . � . a.. da Q r""`f `� y SIGN • f301 LPI'I7 Of BOLLARD • �-+ z 00 C 1 .1 COVER AND INDEX A n A rn, i4'�` V tom' '4a. 1a p � s� JJ ,,: ,� ., � � � �, EtC ELECTRIC & TELEPHONE C C2. 1 EXISTING CONDITIONS -.t ;' CABLE � C) _ .. r3 UNDERGROUND ELECTRIC UEL W � N �, C3. 1 DEMOLITION SHEET +, 4, s° UTILITY POLE C4.1 LAYOUT PLAN . . • �° ���, nrvw i s ` *r x�dl� a 3 * 0 �. , , r . �` ,� � . �• �, �, DRAIN MANHOLE o _A C5. 1 GRADING AND UTILITY PLAN r. , .. - "" •' ' ,►, • ` _ 0 5"�� SEWER MANHOLE m LOCUS o a � r A11 —Al 2 ARCHITECTURAL FLOOR PLANS y GRADE TO DRAIN � cl:� � ARCHITECTURAL ELEVATIONS . . 1 ` ® CATCH BASIN O A21 � g • ,� R , • * * C/) �, , * +r + • �" + • * • �. �� ROOF DRAIN P1 . 1 PHOTOMETRIC LIGHTING PLAN _ - ` * _ - -- - � y -��--- � RD .r.,:.,MrJ1'::. ...w+�m-&'."„•'N .'.:;a'ew"`-,w"*... :. -::„.!�„ .,,...:..u. � * V DRAIN LINE C6. 1 C6.4 CONSTRUCTION DETAILS AND NOTES ; " • * _ - • • ` » D D O " • • " � „ " * * ' • • * FENCE � Q a >� 0<5 TEST HOLE 5[3#I SOIL BORING Q w r � CC F. w G M zw ^o . .r s: v 4 a . r ► • r , w o ti �1 10 ib(1U��51�f? DUMPSTER ® _!el C/ TREELINE J 3 w TO BE REMOVED TBR w wQ m � N RECORD OWNER: VICINITY MAP ADJUST (ADJ) W � o ASSESSORS MAP 41 LOT 0283 SILTS C a 10 WHITE STREET »_ > SOCK w SCALE. 1 =250 ACCESSIBLE PARKING ( , Of MAP 41 LOT 0284 NO. 8 WHITE STREET 250 0 250 500 AUGUST 18, 2017 MAP 41 LOT 0298 NO. 57 REAR TURNER STREET SCALE IN FEET SCALE: AS NOTED BHCM INC. JOB No. 15-189 10 WHITE STREET SALEM, MA 01970 LATEST REVISION: DEED BOOK 29838 PAGE 552 DECEMBER 1 , 2017 LAND COURT CERTIFlCATE No. 84379 COVER & INDEX COPYRIGHT©BY MERRILL CORPORATION NO PART OF THIS DOCUMENT MAY BE REPRODUCED. STORED IN A RETRIEVAL SYSTEM. OR TRANSMITTED IN ANY FORM OR BY ANY MEANS. ELECTRONIC. MECHANICAL. PHOTOCOPYING. RECORDING OR OTHERWISE. WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION WITH THE EXCEPTION OF ANY REGULATORY AUTHORITY WHICH MAY REPRODUCE IT IN CONJUNCTION WITH THE PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. ANY MODIFICATIONS MADE TO THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION SHALL RENDER IT UNUSABLE H 1.1 REVISIONS 1 i Ftic RECORD OWNER: y I ASSESSORS MAP 41 LOT 0283 1 - 0 TB C 7 '7 . �V' S�IL%Pik ifl 10 WHITE STREET I MAP 41 LOT 0278 ;__, �� SALEM � 4. 12 1 17 CONTOURS � GRADING No. 1 o BLANEY STREET r' TOP C COASTAL BAIv, .Mav, 2. 9 5 17 CONSERVATION COMMENTS HARBOR 3. 10241REVISIONS N!F DOMINION ENERGY SALEM HARBOR,LLC 1 a' `�pp�h'T 1. 8 22 17 PUBLIC ACCESS ,�• ��� MAP 41 LOT 0284 1 � GRAPHICALLY PLOTTED ao DEED BOOK 29932 PAGE 344 r' FEMA ZONE LINF "lqN !f �.� otis NO. 8 WHITE STREET I i i ` YE EL.13 yam MAP 41 LOT 0298 I I r o SETBACK I r � � � _ •fir{OF '� �+ TOP O COAST A'L. BAND -� �►,'� ��. ° y N0. 57 REAR TURNER STREET I T•m S A. ti �L o �, ��• I � Pozs: sxt J' `' MEAN LOW CIVIL BHCM INC. No.4W9 10 WHITE STREET I I " �WA �ER� SINE 9�c1STS o 0 LOCUS SALEM, MA 01970 I v CO 151 PNp bN�1ron 5 $�oN�i�'� DEED BOOK 29838 PAGE 552 `� 1 10"' cn�L� �TrR9SALEM'- LAND COURT CERTIFICATE No. 84379 / -� ' LOW ,ti bti HARBOR I // x ZO A4 194� z ION MAP NOT TO SCALE I I \ `~ � I Z LOC I r��.L .�' N ; ! 4 � DRAWN BY: JG/DJN i SPIKE 2�" Pcp - `Sy ` CCU F0)FA IL �. vim•# ��_ `-� --"'_ ��Ti`ilL_ DESIGNED BY: TAP 5 5rNE0 . .. _------ N TS S3z --�- IPWPL� w WJ.F 7 3� E ' Du WING I N6�2�3. d, 16AL ZONE X 130.83 ', _-- Ox lt.{E 0+-p P3� 4.1 • � ZONE qE EL.10 � - � c-�J-�..r- s � CHECKED BY: TAP 00•05 Rao _ - I �, 3. - C•3C NE B ; TH 11-02 p,� ._ ,Now'wPLt A 0 OVER FEMA ZONE L 0 b �IIN� 0� ° COr3r3► 5.8 ,� _- � � TPL aOAt O O ZONE AE EL•1 NZS 39 5� G;► C T ',) • . ��a _� rn CD iMN 4.53 AjoNG TH I1-0+ • . , E X '. 2' ,, � QS,�} .�"° i lG�ft 0 { ON o 0cv pO.T '� �� �k[5ili s K N-4.10 / 6D? 'CHAIN . ` .�0/ -_- � ,tN w )LE co 0-4 -- w ` . �;�51�NG •y K 13)<��9Q oww ;,w • 00 tMI 6 � , _ a KIN)-3.32 KC)=�.28 �/ ��' �-- ® q ,�° C TY?') Kan='5.06 a - w 13 ( OX.) 1� VC ( T a G ` -� .` I�CN �2 / WASP ENC.@ 3.�' 00 - 1�1 ` _ s =G s s ---5�1 -Sw W 8'VGw-��� o��t `V v/ GRAPHICALLY PLOTTED `�' -G S 8 N' E T sG S s� sw __ w �� w W I i�1G WIC' LAB WG ����../1,1 S :� � / .• FEMA ZONE LINE � DHK._ t T E S T t f- 8 C?1?') `� co � � °�2 (31T CGNC. °! E 0u�1 E I /_ _ - - _-----�- �. O oNW` w N 1 Or,µ WIOTN '' °`� pAVEWNT - TO DERBY _OH`� (PUBUC-i/ARIABLE q. 1 ° .. -- -..- --..-.. !- - _� STREET _,'"!w_ _._.------ � S25'02'05wE I 6'UINYL rt;�:Ci` � �. CD u cper, 5� `�`�D � _--- �-s F __-- _ _. �. ;�, ! �' _ Lr r� l.ROD 4 I , �, m -8,82 o - � �l�C.� `, t0 PIrKS _ _- c o r� Z Ep%OC r'A INT (FD) pAN�I e ' 40.31' �� o K af)-A.2 ,,* C _ E 0�g M�TfV. t1M' __ Q J KIN)=5.10 M E _ 1 (� o 16 I �CONCFVI S092737"E SIGN - �x ` �f° �� © p, F Awrr COv~ `s 16eftll% 4 IC A)-A,� 510NE I I j fi 12 WA1Y p!p�5 o !C 3)�b.41 G,t?AV�I - � ' ' 1 I O Ox.) Iw ®h �ntiv ASSESSORS !Cc)-2.66 PAVTM�NT . 4 �._ I I z m 3 � � ICG>-2.86 I CO�=4 I,�, MAP 41 LOTS 0284, o P. � , � ! I I I i �7 Q3 � ; o a ' Ia_0283 0298 l; g 5.g D��E > �Ow I ) I V LOCAION AREA=1.83t ACRES Q , �, o Q r(TO MEIN HIGH WATER UNE) �o\ z. 0 ~ I w 1 C)0. at i Ira !{ TO �`i F C , WOOD I 1 Q TOP Car COASTAL BAN �'� r" ---A 1, r ^ Z MAP 41 I.O7 0285ASSESSORS J No. 6 WHITE STREET �I AfAP 41 LOT 02;)-1 ���� r F\ 1 � NIF NATHANIEL:S LANDING CONDOMINIUM ;► o of m F �,<,, i E 1�/'i � O O DEED BOOK 6664 PAGE I 1` , c �IW $ O R N cD N g a R z1ti - o a _ _ A W � CN ASSESSORS' i• IZ I IMP 41 LOT 028 C3 GOAT Llrf P-8,62 I. --- pAgA ® ' 1 cry n _ I 91 WOOD � M1;rA1, PAW NOTES: 1 I.ROD SPty w0ar� - r3 PO sJ \ 71CK - 7.68 , LAJ (FD) APPROXIMATE ZONE LINE i- ---- �, IND16 R114L ZONE 51�G \ E E-E w 1. PROPERTY LINE, STREET LINE AND OWNER INFORMATION WAS N15-53'56`W , ----------'--------�----- -- -- COMPILED FROM RECORDS ON FILE AT THE ESSEX COUNTY REGISTRY I ` RL�'SIDENTWL 1MC) FAMILY ZONE w wOOn r��� l � J O � OF DEEDS AND THE TOWN OF SALEM ASSESSORS DEPARTMENT. I WOOC� CK MAP 41 LOT 0294 � N �, � BENCHMARK & STEPS. r- '' HYDRANT SPINDLE ,/ 2 510 I I = Q No.43 TURNER STREET wp b y. ANT tSSf S:SQRS W0� I Z 2. PROPERTY LINE AND PARTIAL EXISTING CONDITIONS INFORMATION NIF LARRY HEADLAND & TERESA WALSH f� , EL=1 I.10 r G Qi W U DEEP BOOK 32800 PAGE 407 N' \ �-f,A P 4/ LOT .-. 4 COMPILED FROM PLAN ENTITLED EXISTING CONDITIONS PLAN OF 64.22' LAND IN SALEM, MA DATED SEPTEMBER 5, 2007 AND PREPARED BY Gp�rslTf �� / wo0� P 1 I I � w N19'S3 00"W IIL / \ - (n O HANCOCK ASSOCIATES, 185 CENTRE STREET, DANVERS, MA 01923. T'.NAi� / /`' `� I 18 36'(C) I : 1 �- w Or+ Q w N21 56 44'E �, � 3. TOPOGRAPHY AND DETAIL INFORMATION SHOWN HEREON IS BASED 180 REC. , 24. 10'(R) 03805 �/' ° S ! I FLOAt1NG ffk E---+ W o o UPON AN ON THE GROUND SURVEY PERFORMED BY MERRILL N19'9'49"VM / � '� 11 S + W = w ENGINEERS AND LAND SURVEYORS DURING MARCH AND APRIL OFG !_ 24.22'(C) G N20'46;01"E _ ��' �/� GO'/ j - ...- - ..- _ � . w N a o rn;� SJrNG 6.62(R) s E-• 2017. Ni;r N Tvvo SrO amm? ( ) /� / S sew r; J = .. .. Cn WOOD 87.00(R) 1 PUNK �� y7 G - - / y«� y 9. '_ w w = 4. ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL MAP 41 LOT 0295 Z �Ul��{NG !_ 87.10'(C) clwlT> eT.whi, 1 •� - • ' STAf10N �N 1715 pA1�) + a J w w DATUM OF 1988. No.45-47 TURNER STREET m - N w - • -• - w N/F CAPTAIN COLLINS HOUSE CONDOMINIUMS . + w N 19'36 16wW1 F ry v 4 DEED BOOK 33876 PAGE 298 12.39 a'' '� ► DH FD 5. EXISTING UTILITIES, WHERE SHOWN, HAVE BEEN COMPILED BASED ON P05r LG woos 5rOC� 0.0j, 0 N (� OBSERVED ABOVE GROUND EVIDENCE AND AVAILABLE RECORD PLANS -160 �, ► a & ---- o IN nl per FACE WALL o AND ARE TO BE CONSIDERED APPROXIMATE. MERRILL ENGINEERS �`- I � SURVEYORS DOES NOT GUARANTEE THE LOCATION OF THE � �-t-x 0, o~-�0 ' - ^ < AND LAND MAP 4I LOT 0297 Z �+ 3 � � ----- UNDERGROUND UTILITIES SHOWN OR THAT ALL EXISTING UTILITIES No.53-55 TURNER STREET ^ � � N15'38'ls`W 4 N!F TURNER STREET TOWN 3 `- 122'± TO M.L.W. a AND/OR SUBSURFACE STRUCTURES ARE SHOWN. MAP 41 LOT 0296 HOUSES CONDOMINIUM GRAPHICALLY PLOTTED � No.49 TURNER STREET DEED BOOK 17886 PAGE_50 0 co FEMA ZONE LINE o `' �z '`' 3 I S 3'47¢38"W I/E EL. 4 L o299 ERA AUGUST 18, 2017 NIF6. A PORTION OF THE SUBJECT PROPERTY SHOWN HEREON IS WITHIN DEED BOOK 902 PAGE 2 o o N DEED BOOK 7902 PAGE 272 'r'V �� �' ; ' MAP 1 LOT � � MA DEP WATERWAYS CH. 91 JURISDICTION. z I No.57 TURNER STREET h NIF HOUSE OF SEVEN GABLES SETTLE SETTLEMENT O� 3W o 4 • rW3.� ASSOCIATION gg51 SCALE: 1 = 20 s_ ` ' DEED BOOK 6669 PAGE 57 �� FLOOD NOTE: J T PROPERTY IS LOCATED IN � i � r�T.CC�NC.wA�� � G�wl�wAL= JOB No. 15-189 BY GRAPHIC PLOTTING ONLY, HIS i ZONE -AE (EL.10)n AND ZONE "VE (EL.13)" OF THE FLOOD TURNER STREET - ` G G G G s- - G G GG �\ LATEST REVISION: \ DECEMBER 1 , 2017 INSURANCE RATE MAP, AS SHOWN ON COMMUNITY MAP No. S - 5 - 5 s - S 5 s - s- S S - s, -1 S - s 20 0 20 40 60 25009CO419G, WHICH BEARS AN EFFECTIVE DATE OF JULY 16, (PUBLIC-VARIABLE WIDTH) 016aAv N20'22 553 3 3 2014, AND IS IN A SPECIAL FLOOD HAZARD AREA. -w.--w w w w�W- EXISTING CONDITIONS viG SCALE IN FEET COPYRIGHT © BY MERRILL CORPORATION NO PART OF THIS DOCUMENT MAY 8E REPRODUCED, STORED IN A RETROEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE. WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION WITH THE EXCEPTION OF ANY REGULATORY AUTHORITY WHICH MAY REPRODUCE IT IN CONJUNCTION WITH THE PERFORMANCE OF OFRCIAL BUSINESS UNDER ITS JURISDICTION. ANY MODIFICATIONS MADE TO THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION SHALL RENDER 17 UNUSABLE SHEET ` REVISIONS c��sti 5� ST 4. 12 1 17 CONTOURS do GRADING I 3. 10 24 17 FHOD REVISIONS 2. 9 5 17 CONSERVATION COMMENTS `'�• ��py ��n�i;,, 1. 18/22/171 PUBLIC ACCESS s tip, I MAP 41 LOT 0278 SEI II CK a S A L E M fj I No. 10 BLANEY STREET TOP OF COASTAL BAND p p THO M NIF DOMINION ENERGY SALEM HARBOR,I1 C , p` GRAPHICALLY PLOTTED /-TOP lln�t",� Drs, HARBOR POZEfiSrci �� DEED BOOK 29932 PAGE 344 r FEMA ZONE LINE ;' CIVIC. z VE EL. 11 No.4WD LOCUS i §6 1 10 ' SETBACK TO j A 4'a'STEP o 4 TOP OF COASTAL BANK - _ s AL ' `' � � � � PROP. SILT_ SALEM SOCK FLOATING SILT AND TURBIDITY NAR60R I o . o b 1 BARRIER W/ 6- 8" FLOATS AT MEAN LOW R, EDGE OF RETAINING WALLS AND LOCATION MAP NOT TO SCALE I _ j WA rFR uNE o ' PROPOSED BULKHEAD (TYP.) (SEE �� (1985) BUILDING DETAIL-SHEET C6.3) DRAWN BY: JG/DJN ENVELOPE 1CR �19g5) I � • X•� i MFAN LOyy WA � DESIGNED BY: TAP y SPIKE FO) _ _- e CHECKED BY: TAP DE TAA IL_ W IV I J J"V- S3L 22`W 'Al 0CD CD I N6�473 �. k ZONE X �� a Soo, �Z ���`_- - - `~ I i .e COPE (� ' �-t o 0 (� M co 0.05, 1 3.�'+ & C'-J F' LiNE �+r► PRE'00 1�t1-fl2 0 R ZONE ` ' - FEMA N23 3�*3tj•W �SNVu = 5.8 . %-- �/► ZONE AE EL'11 D 3 1 • 4.5 H 11-0 o j ONE X - 0) 55,E ' • , irk i V Lal F- __ n -- -- CV • -. : GR,4PHlCALLY PLOTTED _ N -� �j T R E j a ( ', FEW ZONE UNE '- I U o J 'T �C <C. r > ,I I ) VE EL.13 Q -ET OF -� n w UBL1C-VARIABLE WIDTH) w -- o 1.R00 �Fp� 41.70 _ -- O � DEMOLITION NOTES I S 40.31'(C) - . --- - Q M_ 4 - co 1. THE CONTRACTOR WILL COORDINATE THE CUTTING, CAPPING OR REMOVAL OF ALL UTILITY 37, - SERVICES WITH THE UTILITY PROVIDERS. COORDINATE WITH UTILITY COMPANIES TO DISCONNECT, •��/Q� • . �� I I Q SHUT OFF AND SEAL IN CONCRETE UTILITIES SERVING THE STRUCTURE(S) TO BE DEMOLISHED 12 pP► i' _ w BEFORE THE COMMENCEMENT OF THE DESIGNATED DEMOLITION. MARK FOR POSITION ALL UTILITY IZ ` ASS S �, ` 1 I Q � DRAINAGE AND SANITARY LINES AND PROTECT ALL ACTIVE LINES. CLEARLY IDENTIFY BEFORE o I Q THE COMMENCEMENT OF DEMOLITION SERVICES THE REQUIRED INTERRUPTION OF ACTIVE I $t�1 � LOTS 0284 ) •➢ ` I ~ PROPOSED CONSTRUCTION �p�P�" � (TOR) �I1 � � i ,, 1 � � m � SYSTEMS THAT MAY AFFECT OTHER PARTIES, AND NOTIFY ALL APPLICABLE UTILITY COMPANIES TO I ENTRANC S DETAIL y" 0283 & 0298 c� INSURE THE CONTINUATION OF SERVICE. E ( EE ) AREA=1.83t ACRES ��� ''� , I '� J O Z (TO MEAN HIGH WATER LINE) I z O 2. REMOVE ALL EXISTING STRUCTURES INSIDE THE ENVELOPE. DEVELOP PHASING PLAN FOR 100 SETBACK TO r ' ` �•t r� PROPOSED REPLACEMENTS-RELOCATIONS OF DRAINAGE AND UTILITY PRIOR TO REMOVING. - ` r o ASSESSOR, ` TOP OF COASTAL BANI{ m m � N 3. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN STRICT ADHERENCE TO ALL FEDERAL, I AMP 41 LOT i -- STATE AND LOCAL REGULATIONS TO INCLUDE ASBESTOS CONTAINING MATERIALS. rn =1 �� \ A EM 1 4. PROCEED WITH DEMOLITION IN A SYSTEMATIC MANNER, FROM THE TOP OF THE STRUCTURE S S) TO m $1= � THE GROUND. Iti R B O R 1 _ 5. DEMOLISH CONCRETE AND MASONRY IN ALL SECTIONS. It ASSESSORS 6. REMOVE STRUCTURAL FRAMING MEMBERS AND LOWER THEM TO THE GROUND BY MEANS OF MAP 11 L.U7 tJ'=�S { (n HOISTS, DERRICKS OR OTHER SUITABLE METHODS. I 7. BREAK UP CONCRETE SLABS-ON-GRADE. 8. DEMOLISH AND REMOVE ALL FOUNDATION WALLS, FOOTINGS AND OTHER MATERIALS. w � w 9. CONDUCT DEMOLITION SERVICES IN SUCH A MANNER TO INSURE MINIMUM INTERFERENCE WITH I , M r. ROADS, STREETS, WALKS AND OTHER ADJACENT FACILITIES. (�R) 1.ROD (�R) - I _ __ U z 17.68' -- I O.ACCOMPLISH AND PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE N15'S3'56"IN ---(FOJ' AP�P0x1' >F ZE E UNE _ _____ __ T_) ______ _ __ INQUSIRIAL ZANE I 1 w Q UNAUTHORIZED ENTRY OF PERSONS AT ANY TIME. I "� � ��'� � i RE9DE7V7LtL 1Mb FAMILY ZONE T � � I > I w 11.COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE DEMOLITION OF MAP 41 LOT 0294 r� (TBR) BENCHMARK I r T, Q V) o STRUCTURES AND FOUNDATIONS WITH SOIL MATERIALS CONSISTING OF STONE, GRAVEL AND No.43 TURNER STREET rn HYDRANT SPINDLE �..� Q SAND, FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MATTER. NlF LARRY HEADLAND & TERESA WALSII �'' "� 1r, F,S:SI�R,� EL=11.10 I I I N w STONES USED WILL NOT BE LARGER THAN 6 INCHES IN DIMENSION. MATERIAL FROM DEED BOOK 32800 PAGE 407 N' (TBR) 4IAP 41 'OT 02Q" € I `� E-'' w � o DEMOLITION MAY NOT BE USED AS FILL. PRIOR TO PLACEMENT OF FILL MATERIALS, UNDERTAKE 64.22 ,° ,< I o_ w 4� ui ALL NECESSARY ACTION IN ORDER TO INSURE THAT AREAS TO BE FILLED ARE FREE OF N19'53'00"W (�) _ '`4 L �f o STANDING WATER, FROZEN MATERIAL, TRASH, DEBRIS. PLACE FILL MATERIALS IN HORIZONTAL --- �\ � ,.. ., i .t"1..'' N LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT 18.36'(C) TO 95% OPTIMUM DENSITY. GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO N21'56'44'E �' I ( " ""�- �-LL....._....___r_. v~ uj w PROVIDE SURFACE DRAINAGE. 18.0 REC. '() 1 I w 24.10 R _ 12.REMOVE FROM THE DESIGNATED SITE, AT THE EARLIEST POSSIBLE TIME, ALL DEBRIS, RUBBISH, w^ N1939'49"W " j I w w Q m o V) SALVAGEABLE ITEMS, HAZARDOUS AND COMBUSTIBLE MATERIALS. REMOVED MATERIALS MAY NOT c, 24.22 (C) N20'46 01 E _ I _ __ - - .. - - . - - -- - E"_' (,/� BE STORED, SOLD OR BURNED ON THE SITE. REMOVAL OF HAZARDOUS AND COMBUSTIBLE nhi�-"' N --� 5 37' C 0 MATERIALS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROCEDURES AS AUTHORIZED BY THE FIRE DEPARTMENT OR OTHER APPROPRIATE REGULATORY AGENCIES AND DEPARTMENTS. MAP 41 LOT 0295 Z _ 87.10'(C) • • c ' e a w No.4547 TURNER STREET Q NIF CAPTAIN COLLINS HOUSE CONDOMINIUMS 12 39' NlT36'16"W x N ui 13.THE CONTRACTOR WILL PROVIDE TEMPORARY UTILITY SERVICE CONNECTIONS AS REQUIRED BY DEED BOOK 33876 PAGE 298 `� ;� / O -� Of B.H.C.M. TO ENSURE UNINTERRUPTED SERVICES AT THE MARINA UNTIL PERMANENT SERVICES ARE in0.03� OF °� a PROVIDED. �:`� FACE WALCO L O x - h AUGUST 18, 2017 MAP 41 LOT 0297 Z I 93.00, _ No.53-5-5 TURNER STREET ^ N15'38'_16`W NIF TURNER STREET TOWN '� i 122't TO M.LW SCALE: 1" = 20' MAP 41 LOT 0296 HOUSES CONDOMINIUM W GRAPHICALLY PLOTTED I No.49 TURNER STREET' DEED BOOK 17886 PAGE 50 0 � co .37.4¢' FEMA ZONE LINE NIF SANDRA NORTHRUP o � -`�' S73'47 38"W VE EL.I JOB NO. 15-189 °Di� MAP 41 LOT 0299 ER DEED BOOK 7902 PAGE 272 �� Ih o ' No.57 TURNER STREET I �JP� LATEST REVISION: Z NIF HOUSE OF SEVEN GABLES SETTLE SETTLEMENT 0 DECEMBER 1 , 2017 • ASSOCIATION - 1_ a DEED BOOK 6669 PAGE 57 �P t1g DEMOLITION PLAN J 20 0 20 40 60 COPYRIGHT BY MERRILL CORPORATION TURNER STREET NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED 1N ANY FORM OR BY ANY MEANS. ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE, WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION WITH THE EXCEPTION ` I^' FEET ANY REGULATORY AUTHORITY WHICH MAY REPRODUCE IT IN CONJUNCTION WITH THE PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. (PUBLIC-VAR/ABLE WIDTH) N20'22 53 SCALE N ANY MODIFICATIONS MADE TO THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION SHALL RENDER IT UNUSABLE. SHEET�Cl REVISIONS 12 1 11 CONTOURS & GRADING 3. 10 24 11 FHOD REVISIONS �c�5r 1 CONSERVATION COMMENTS 1. 8 2217 PUBLIC ACCESS g 11 t z S A L Nt� - OF L� y THOMAS A. H 1-;.e. - - POIERSKI A f:r v CIVIL c � ►ro.48859 LOCUS Ilk HARBOR . . s PROPOSED GATE-ACCESS I 1 TW/ PUBLIC ACCESS SIGN LOCATION MAP NOT TO SCALE 1 ,.� DRAWN BY: JG/DJN 1, PROPOSED FENCE v WITH POSTS r DESIGNED BY: TAP r 1 ACCESS H V �5 ` ARIES CHECKED BY: TAP PROPOSED GUARDRAIL CD CD 6.2' o PAPEp � PR. H.P. SIGN N o (5'MIN P�BCI ,�...,... -'` /W/ BOLLARDS m � 0 1 (D CCE K f � N ' R,OR wqY Q) 0 ZON E WON GRpNE i ro, PROPOSED ADA RAMP _' ao 0 p' PROPOSED f�pOR ,,, 2.9 RAMP WITH RAILS In MARINA 81,10ING 1'` A , 1 � SUB El. A 9.3 P� �� ', 6 ` ! (SEE ARCHITECTURAL 01 PJ DECK r'� .�_ U) I- _ DRAWINGS FOR ACTUAL ME DIMENSIONS AND ELEVATIONS) J ONLY SIGN y 0 w e 1 �--+ N Z PROPOSED _.. --- 27. ' W1DE MEMBERS N1-Y o o J t A y t �L vp DOORS SIGN E -__--�,ESS>`N�- WA Q J -fl,,,,_ k `v L 4 PROPOSED /R011 _ _ ____ ..- - p � ,N OBg�U�% . Q � W ♦w g. OVERHANG j� pAV --` - _ _ _v �rl# � __. .._.._... ..�:..:_ (TYP) �' LANE � PROPOSED �P�OP A l,: �� --.- � .._-` c = W - FIRE OVERHANG ''� -- _ - `oyw - - -«+w_--�"w— E �OAO�NG \PROPOSED (TYP) __ PUBLIC PROPOSED _ � - ?0 �L oHw` ahw-o+lw- , 15' W�p \ 24, ACCESS ;` FENCE ---- f �y Z 0 _ ,o \ CONCRETE DECK t .o APRON are r, F Z 2"1 19 v 0 �=4 Q o�, pROpoSEo E 7Q z Q'' MEMBERS w PROPOSED BOLLARD- q W ONLY SIGN 17�1 AT OVERHEAD DOOR �GRs .N Q) cn m NOTES: (TYP,) Fyj __FUTURE A-D.A_ RAMP Y (BY OTHERS) zo 1. REFER TO LANDSCAPING PLANS FOR PLANTINGS, SCREENINGS. -—`-" 3 w z MEMBERS ONLY AND WALLS. � 2. EXACT LOCATION OF PROPOSED PUBLIC ACCESS WALKWAY WILL ASSESSORS W DECK N co E DETERMINED DURING THE CHAPTER 91 APPLICATION P 43 LOT�: NOTE: EXISTING RAMPS TO FLOATS AND FLOATING PIERS ARE MAP 41 LOTS 0284, � N B LICENSING o, r'11 '.� s 0283 & 0298 � FOR MEMBERS ONLY ACCESS. m F'bAl UANI t V;D/A`C� AREA--1.83t ACRES a DF,ED O P,06 PAGE 1 �. (� (TO MEAN HIGH WATER LINE) W 1 3- 0 : TYPICAL LOT DATA -- --- ASSESSORS DIMENSIONAL MATRIX R-EQ R EXISTING PRO_POM MAP 41 LOT 0283 LOT AREA 40,000 S.F. 79,715t S.F. NO CHANGE FRONTAGE 150 FT 43.52 FT NO CHANGE PROPOSED w L1J LOT WIDTH 150 FT 241 f FT NO CHANGE MEMBERS ONLY o4 - MAX LOT COVERAGE 45% FT 5.3 % 12.2 % SIGNS a Q FRONT SETBACK 30 FT 0 FT *5.0 FT � = Q REAR SETBACK 30 FT 295f FT *155t FT SIDE SETBACK 30 FT 1.4 FT *6.2 ,_.� w Q Z Q �-1-+ MAX HEIGHT 45 FT 14'f 39'f _ : ._._ .- ., ..r_.,., � ._. � A w 0 0 0 �'x.4.3 TE'/Z; 'Ff STRF LiJ *APPLICANT OBTAINED VARIANCE RECORDED S0. ESSEX #164, BOOK 35676, PAGE 137, RR HEADLAND D ,-: T rRES '-= © '' ` '� I I o I)F'F.l 13rfr?IC.? , =X; Fl MAP 4l LOT E---+ LL.� � Z PR. 5' WIDE WALK I w rn RECORDED ON 2/13/17 ISSUED TO BHCM INC. ��. wl �i I.- o Y = PARKING AND LOADING TABLE: �' 1 C� W W = o � � J w3w DESCRIPTION: REQUIRED: PROPOSED: D W J w � Q m � c¢n STALL DIMENSIONS 9°x19' 9'x19' PARALLEL 9'x22' 9'x22' LL- DRIVE 20-30' 20-30' o V!2"," f Lot f,_yo z ** 21 117 ® PARKING Ao 45. 47 T6RVER STREETUj AISLE WIDTH 20' 20.5'-24' V.F€..-1PI kl! (101..,: N., LOADING AREA FUTURE GATED ACCESS TO HARBOR AUGUST 18, 2017 "REQUIRED PARKING CALCULATIONS TABLE: MAP 4 g I.r)? -.. _ PLAN HARBOR WALK DESCRIPTION: REQUIRED: , - �= t ¢°r URNER STR,, SCALE: 1" = 20' `SEl._N.O-TE 1 COMPANY VEHICLES 1 SPACE PER COMPANY VEHICLE AT 2 VEHICLES = 2 SPACES MtIP 41 L07'029r EMPLOYEES 1 SPACE PER TWO EMPLOYEES AT 12 EMPLOYEES = 6 SPACES o.49 rUP1V l S xc I DF'FD BOOK l711�80�.A�t : °� JOB No. 15-189 N°F SAIVORA 1VOR HRI.t' MAP 41 LOT 0299 SQUARE FOOTAGE 1 SPACE PER 1,000 S.F. EXCLUDING STORAGE AT 12,460f S.F. = 13 SPACES � ) I DEL)B Of K 7902 PA r-�;V�� �,- ,�,. - No.�7 TL'RNFR Sr�rPE: LATEST REVISION: TOTAL REQUIRED SPACES = 21 SPACES F r1r..,'SL (IFr ' a rJ.API s sFr,f: 'l rll.,�. ?'E: 1' DECEMBER 1 , 2017 117 TOTAL SPACES PROPOSED =124 SPACES :.. DEED BOOK 6609 P.Ac.r 57 to LAYOUT PLAN 20 0 20 40 60 COPYRIGHT © BY MERRILL CORPORATION NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE. WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION WITH THE EXCEPTION SCALC IN FEET OF ANY REGULATORY AUTHORITY WHICH MAY REPRODUCE IT IN CONJUNCTION WITH THE PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. ANY MODIFICATIONS MADE TO THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION SHALL RENDER IT UNUSABLE. SHEET "4 REVISIONS 10 24 17 FHOD REVISIONS 2. 9 5 17 CONSERVATION COMMENTS �1�� 8 22 17 PUBLIC ACCESS OF I w H. it u THOMAS A. tiG POZERSKI ^` CIVIL No,46659 LOCUS . ... .. . SALE1vl RECONSTRUCT REVETMENT r, , 9 .HARBOR 11 FLOATING SILT AND TURBIDITY IAS NEEDED t BARRIER W/ 6- 8' FLOATS AT 1 EDGE OF RETAINING WALLS AND / (SEE SHEET C6.3) . LOCATION MAP NOT TO SCALE BULKHEAD (Ti (SEE I PROP DMH 1 DETAIL-SHEET C6.3) !� DRAWN BY: JG/DJN (REPLACE EXISTING) PROP SMH 1 PROP. SILT RIM=8.92 '(REPLACE EXISTING) SOCK (SEE PROP. DMH 7 WATERTIGHT FRAME_ EX. 15' INV=4.70t RIM=8.9 AND COVER-TYP. ON ALL DMHs DESIGNED BY: TAP 4 24" INV OUT=3.95 �' EX. 15" INV=5.15 "� DETAIL) /FE RIM EL= 9.0t (TO FINISHED GRADE) r 24' INV OUT=4.25 r� (REFER TO SHEET C6.1) 30' INVS=IJ1 W/ REDFLEX-37G INUNE TIDAL CHESEEC DETAILS OEET OR PPROVED 1 AN EOCUAL CHECKED BY: TAP ( D 6 2)PROP. NEW o GAS SERVICE / ppP ,_ oi (BY OTHERS) V rnPROP. NEW WATER SERVICE qY > N (INSTALL PRIOR TO HYDRANT. 3� ^ r\' 00 SEE NOTES 1 AND 2) �� � > - t PROP. DMH 48 w: Qo °o Ln 6" INV. o RIM=9.1 `ram o r� �, AT SLAB PROP. RE-CHAR M p t c'n 8" INV IN=6.80 I " CORPORATION \ PROP. I u " PROP. DMH 6 w PROP. \ --$ i 6 DIA. FIRST DEFENSE I x151 . -, • ' EL=5.25 85 L x 15 W x 2.5 D U� ;-- -, :..--� 12 INV IN=6.46, -' \\ W 5 ROWS OF 12 EL=7.0�sJ L=15' 30' RCP \ 0 \ ��,i - 2 STOP ,_- \ / �•g•� 7 HIGH CAPACITY (SEE SHEET C6.1) \ U �j PE PIPE 80 LONG S=0.00 _ " = rn ------ 6' _ _ - RIM=9.0 (30 INVS-1.81) r� CD ' HD ' -=- PRO FIRE (REFER TO SHEET 6 ) _ _ __ P. RE (R EET C . / TO _-_ - W.G. PROTECTION LINE -'' - - SHEET C6.2 c�v _._ _ o - _� , G.T D. 2 � 0 SEE NOTE 1 � � �-_ �"-- � �'�,_..H...--.w---��--- � C,o, � � � � PROP 8" INV. ` � ' _�-- ��yIpLKWAY 5 � o o � U _ �! f-� 'i w . �1 W.S.O. r a�EL=7A + 61 o .-. p gtp 5' WtgE . - -, < E �� 0 C , Gr� � � j C PPS R. CB 2 G �p�OP p_T.__ I CY_ ,/ 5,w� RtM=8.70 it ,� - vE��' PUBLIC w W v OMW-""__pHW ACCESS -- _.. ue��urx T 2, (92 12'"INV 4 90Q+9 vE� E� • DECK z 3 -�- _ -�_ r �- roc-�____ T Te�c c z 8 --�.''.._ _ ��hh p Q � 3 �, S i t +8.8 -. �. , o +8 9 •J v PROP. CB li c, co ,. .- 12"DI W Jo �� �j 4 / PROP. EMH (o Q r W/ GAS TRAP •p Q B.G.V. RIM=8.71 c,+ o f_ O �� U� (BY OTHERS) w 12" INV=4.86 c !w .� TIE EXISTING �O.Op D �� UNDERGROUND •N m �O +8.9 Loa S �E` \ m • " CP _i +8.7 ,� SEE NOTE 6� ELECTRIC TO >- - _ PROP. DMH 2/ f� D=9i_�4�� 0Np �lLt-i��� i- / NEW SERVICE � z RIM 8.6t c GRO _ f o 12 INV IN(CB1)= 4.76 ��� PROpuEUN��"s +8.7 �'/ cn _rUD G Y (n r� 24 INVS=3.78 �' F U� 2 PROP. DMH 4A +8.6 ' / +8.8 C.O. (Till "a �'► o W/ 4 FRAME oo Q W N PROP. DMH 4C REFER TO o RIM=9.0 O " RIM=9.1 t SHEET CI +8.6 12' INVS=6.46 /`' �' L�CJ 8 INV IN=6.8 TOP OF WEIR=7.46 0 0 � �PRO_P. DMH 5 (6' DIAMTER MH) 12" INV OUT=6.46 . PROP. DMH 3 12" INV TO DMH 4=6.1 ti c RIM=8.7t(F.G.) +8.4 ,I RIM=8.8 3 - 4 +8.9 �O 24" INVS=3.36 +8c'4 +8.4 12 INV fN(CB 2)=4.7 - - < i �. c �� 30"INV OUT=2.20 " �.- - _ . c� +$.7 L=5' 30" CLASS III a ~ BUTTERFLY GATE ; RCP S =,007 Lu r w ! CB 3 / VALVE (B.G.V.) +8.7 j INSTALL GAS TRAP +8.1 +8.2 0 (SEE SHEET G6.1) `PROP. DMH 4 (6' DIAMTER MH) +8.4 RIM EL.=7.90 - 12 INV IN (DMH4A)=6.0 G'�• 12 INV=5.20 - +8.9 SEE NOTE #7 B.G.V. o G.T.D. +8.6 24' INV IN=2.73 a I _. -------- (REFER TO SHEET 6.1) +8.2 +8.2 �- 30"INV OUT=2.23 SEE NOTE #5O U � � UTILITY NOTES: �`.� +8.2 T PROPOSED 10' +8.2 +8.2 PAVED APRON +8.5 t�T D. +8.7 1. ROUTE WATER SERVICE UNDER DRAINAGE AND UNDERGROUND UTILITIES. +8 5 /o TEMPORARY EROSION t z 2. ROUTE UTILITIES OVER DRAINAGE AND WATER. G' CONTROL - PROP. ; w Iz o STRAW BALESr- 3. ROOD LEADER ON THE NORTH SIDE SHALL BE ROUTED TO THE FRONT OF THE SEE SHEET C6.3 PROPOSED BUILDING CONNECTING TO THE 8" CAST IRON DRAINS (REFER TO ¢ L ARCHITECTURAL DRAWINGS) +8.4 ° L,. 4 Q 4. THE CONTRACTOR WILL CAST ALL NEW MANHOLES, CATCH BASINS AND J 3 3 w STRUCTURES TO ACCOMMODATE EXISTING AND PROPOSED CONNECTIONS AND m o ELEVATION SHOWN ON THIS PLAN. CONTACT MERRILL ENGINEERS IF THERE ARE ANY CONFLICTS. ,t o 5. THERE ARE EXISTING UTILITY AND WATER SERVICES TO SOME OF THE SHEDS, ' STRUCTURES, AND OUTBUILDINGS. THE CITY AND UTILITY PROVIDERS HAVE NO " - t RECORD OF THESE SERVICES. THE CONTRACTOR IS ADVISED TO USE CAUTION __ ____ _ __ _ ._. _.....____._. a_ DURING EXCAVATION AND CONSTRUCTION AS THESE SERVICES ARE PRESENT BUT ' C ARE NOT SHOWN ON THIS PLAN DUE TO THE LACK OF PUBLIC RECORD. ADDITIONAL UTILITY WORK, THAT IS NOT SHOWN ON THIS SITE PLAN MAY BE ° ° °� AUGUST 18, 2017 REQUIRED TO SERVICE THE SITE. NOTIFY MERRILL ENGINEERS AND LAND SURVEYORS IF ANY SITE PLAN DESIGN CHANGES ARE NEEDED. SCALE: 1" = 20' 6. THE ARCHITECT WILL ENSURE ALL ROOF LEADERS DISCHARGE INTO THE RECHARGE SYSTEM. JOB No. 15-189 7. IF EXISTING CATCH BASIN DOES NOT HAVE A THREE FOOT DEEP SUMP REPLACE WITH NEW CATCH BASIN WITH FOUR FOOT DEEP SUMP. ''` LATEST REVISION: OCTOBER 24, 2017 GRADING AND UTILITY 20 0 20 40 60 � �� I� �« I`a �� �� I' gym. :. l 6m m COPYRIGHT © BY MERRILL CORPORATION \,. NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM. OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC, - - - MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE, WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION WITH THE EXCEPTION 4• SCALE FEET ALE IN OF ANY REGULATORY AUTHORITY WHICH MAY REPRODUCE IT IN CONJUNCTION WITH THE PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. IV FEET [�' ANY MODIFICATIONS MADE TO THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION SHALL RENDER IT UNUSABLE. _ SHEE C5.1 PROPOSED DESIGN FOR: 1 ' 1 2 3 4 5 6 7 8 9 9.5 10 ,s� ,SQ' Mr My ,sD' ,S�' ,s- 11V g� B H C NA 1cO White Street J CNI m , M A k i EQ. EQ. EQ. EQ. EQ. EQ. EQ. L EQ. EQ. EQ. EQ. L EQ ( I I t I. ! ------ I --------- 0 0 r-------------T------------------ I 1 1 1 1 1 1 ' I I I ! I 1 1 1 , I I I I I I I I 1 , l l CLIENT I I I I 1 t 44 I1 , I1 It t t l I _ I_ -j-,-L--Lj-j-t------_---_ ; ----1— L— -----� Brewer Yacht Yards Marinas 10 GIAIINGSTAIR ' ' I j j Salem,MAt01970 i 3191R' I I I I i I BRACE,SEE STRUCT. ( I I ( I I I { WOOD ' 1 SHOP 1 I 1 1 ' 1 I I 1 ] IB��,s�s1Rt� � I I I CML ENGINEER r t t I I I Merrill Engineering L— _ _ I I I I— 26 Union Street Plymouth MA 02360 p.r�L 508-746-6060 D j ARCHITECTS Peter Gearhart --------- EDGE OFMUZABOVE , r--- I , I , , , I 85 Exchange St Suite L2 - - ---_ - - {t— - '' --- it II I t II C Lynn MA - ------- J--------- - - - - - ------_---- ----------- ----_ — - - - 781-715 -1230 2tD LV -------- -1-------- - - z - N Bloom Architecture + I 1946 Washington Street SEE 2/A13 FOR 'I 1 I �- ' �� _ _ I �, Boston MA 02118 ENLARGED PLAN I I ;I ( I I I ; --- -- I; I 617-607-4589 IN THIS AREA �' I I . ,, ,, � ------ I, I T �; I STRUCTURAL ENGINEER - - - -; - - - —�— - - - - - - T - - - Structures North 60 Washington Street#401 Salem, MA 01970-3517 978-745-6815 MEP& FIRE PROTECTION ENGINEER Garcia, Galuska& DeSousa, Inc. - _ _ - 370 Faunce Comer Road L13 ------- ----------------------------------- -------------- ---------------- ------------------ ------------- -------- -------------------- ----------- I E N. Dartmouth, MA 02747-1217 a ----------------- , 508-998-5700 SEE 3/A13 FOR I LANDSCAPE ARCHITECT 1 ! 1 1 I I t 1 I f + ENLARGED PLAN James K. Emmanuel ( Associates ( I I I I I I I I I � I 22 Carlton Rd. IN THIS AREA Marblehead, MA 01945 2Second Level Plan Tel. 781.622.7487 scale: 1/8" = 1 -0" 1 ' 1 2 3 4 5 6 7 8 9 9.5 (10 1540" 1S-0' 1S 0' Mr 1S 0' 15-0' r-1' 15'-11' 13$ 7-b' W—M5 I I W—M2 RATED WALL A21 , I A31 ( W—M3 I I I I I 91-5 , BREAKAWAYWAII I ' ' , -----------t--- ------- --- I 1 - - - - - - BLOOM T I _ -i �,\ A R C H I T E C T U R E MOVABLE WORK BEN S I 1 I 1946 Washington Street Boston MA 02118 , ' I + I WORK BENCH W( I 9 STORAGE BELOW I ' 617 607 4589 derekbloomarchitects.com I ° I — BRACE SEE S1Rl1CT. I I I 1 �—BRACE.SEE STRUCL I _______ _________ _ ______ _ _ __ _ _ _ _ _ ° I l I I 1 1 B 2 METAL - - I A21 A81 I BOAT I I I B[7AT SHOP 1 l I SHIP \ M =-111 , I 1 b A82 i— I I A82 1 a I 1 d A82 106 I A82 1c I 1 t l ► I , I `` t 1 L- --------- ————— ------ ——— -- ———— —� GRA— ----�------ s o.c c�Nc.s.o.l o , C Ad SEE 1/A13 FOR ! I I I g ( 10� I I , , t 1 b I , � EBTE-RATED t I 1' , EXTERIOR FLOOD ZONE ENLARGED PLAN W—M � VEST SEES M. IAREA I. I IN THIS AREA 1 1 ! LIFT � � � - NOT FOR CONSTRUCTION — — — — — (- — — — — -- — — — — � — — 1/ES 108 ` !N7R[Tfl I ii bt EXr.WALL ABV. I DECK ABV I I I M Mn ROLL-UPDOORS - -------�----------------- FLOOR PLANS ENTRANCE— _ ' I �. �, - ------ --- ----- -------0----------------- ; ------- U ----- I 1 1 I I�_ , RAN MER I I I ( I I A21 First Level Plan Job# 1714 Drawn:OT scale: 1/8" = 1'-00 PROPOSED DESIGN FOR: BHCM 10 White Street S ctl e m , M A 7 I CLIENT Brewer Yacht Yards Marinas sL sL d su sL sl 10 White St t . . . . Salem, MA 01970 i \ CIVIL ENGINEER \ Merrill Engineering 26 Union Street \ Plymouth MA 02360 508-746-6060 _ ROOF \ _ ARCHITECTS —— — — — s sL sl s� sL sl Peter Gearhart � � 85 Exchange St Suite L2 ; Gt>tTER(n'P) L_ _ Lynn MA 781-715-1230 -- Bloom Architecture pfffff 1946 Washington Street - —t Boston MA 02118 Pro 617-6074589 I STRUCTURAL ENGINEER Structures North 3 60 Washington Street#401 1 — —I— —I— -- — — — — Salem, MA 01970-3517 978-745-6815 ` ct::�!r MEP& FIRE PROTECTION ENGINEER -- ------- — Garcia, Galuska& DeSousa, Inc. a 370 Faunce Corner Road ) ) N. Dartmouth, MA 02747-1217 508-998-5700 LANDSCAPE ARCHITECT James K. Emmanuel I Associates 2Roof Plan 22 Carlton Rd. scale: 1/80 = 1'-0" Marblehead, MA 01945 Tel. 781.622.7487 6 7 8 9 9.5 10 Mr Mr 15'0' L 8'-1- 15'-11' 1-61 9fi EQ E0 E0. E0. EO. EO. E0. Ed EO. E0. EO. EO. I I I 0 ---------------- ----"-------_..-_-- - - - - CLERESTORY WINDOWS BLOOM I tl; i I --1----------�---------�-------�—. A R C H I T E C T U R E , � 1946 Washington Street Boston MA 02118 617 607 4589 derekbloomarehitects.com MUZANINE SUPPORT i I ; BEAMS BELOW MP.) I I ( I I i LI r----1 1 r----1tII ! t ! ! t I t ! t t OPEN METAL OPEN TO BELOW , SKYLIGHTS (� GRATRIG STAIR t t ! ABOVE - - - SG-21R' 27-1�1Il I I I ;1 METAL RAfL @ t MEaM?., 3RD LEVEL , - I — - - -- - - - - f - - - I — r— C IL t _J 1 ___.1 tli L--J I! t i SEIF TTOR Pi + 401 ; I I 1 (NOTE:NOT ON SAME II t LEVEL AS MUS) + OVERHEAD LOADN I + DOORS NOT FOR CONSTRUCTION =_--_------�_ _ ,- - -_-__---_ ------- --_ - -_—_ ! RIDGE ABOVE FLOOR PLANS ROLL-UP DOOR HOUSING(M.) - - - - --- -- - - - , - - - - - — - - -,— - - - - E t + + O + O + OE + E + ————————————————---------=-- --�� CIERE$TOR'f WAYP.) I I I I I I I SEE 4/A13 FOR I 1 ' NOTE I' ENLARGED PLAN I ` ` ABwE°°Rr i IN R ADJACENT OFf>CE I THIS AREA Third Level Plan Job# 1714 Drawn:OT scale: 1/8" = 1'-0" PROPOSED DESIGN FOR: BHCM 10 White Street S ct l e rrm , M A ROIL UP OVERHEAD OPERABI E PTD MTL ROOF(iYP.) OVERHEAD LOADING CLIENT DOOR CLERESTORY DOORSW1HOISTBEAM Brewer Yacht Yards Marinas WINDOWS 10 White St - - - 1 DM- - - - - - - t nc�Thrro _ _ _ - - — Salem, MA 01970 1_ I ITJ I ( PID Mil SIDING b - CONDENSERS TRIM(TYP.) -- --0 --- _-- RAIN LEADERs ____ Merrill Engineering �-) - -. � 26 Union Street -- - , Plymouth MA 02360 508-146-6060 -_ ARCHITECTS Peter Gearhart B B B - g B g _ 85 Exchange St Suite L2 _ - _ — Lynn MA 781-715-1230 B B I --- T - OR - - - -- -- • - - Bloom Architecture N — i- r 1946 Washington Street 7T t— N - - - t —__ A _ 02 A -- A k- I Boston MA 02118 - _ -_ _ 617-607-4589 --- - - _ - - - - - s-e' --�- _ - - - - - - - - - - - - - - - - - - --- — - - - ------.- - - - - ------ -- - , -� --- - __ --- -- _ 1st�� - - -- - ----- - -- ---- t .� STRUCTURAL ENGINEER MAIN OFFICE LEVEL S U C Structures North 1oT {� tos _ 60 Washington Street#401 OPEN SPACE---[[---::_ _ - I Salem,MA 01970-3517 - - BELOW • 2T-T(1YP.) 2T4'(TYP.) 2T-O'(TYP.) ADA ENTRANCE T.O. ANC" 978-745-6815 ROLL UP DOOR A41 LEADERS TO TIE WO A41 A41 RECHARGE- LBREAKAWAYPMS MEP& FIRE PROTECTION ENGINEER SOUTH ELEVATION EAST ELEVATION 370FauncleCo ComerRoad �, Inc. SEE CIVIL DN S OPEN METAL GATING PR(NDE OVERFLOW STAIRN. Dartmouth, MA 02747-1217 TERMINATION Or.) scale: 1/8" = 1'-0" scale: 1/8" = 1'-0" 508-998-5700 LANDSCAPE ARCHITECT James K. Emmanuel I Associates 22 Carlton Rd. Marblehead, MA 01945 Tel. 781.622.7487 SKYI�Ff f(TYP.) RAIN If.ADER(NJ SIGNAGE BY G.C. [> - - - - - - - 'ZRI - I e B � E — E EBLOOM - --- B B B - A R C H I T E C T U R E p p p p p p - m — _ _.— - co 1946 Washington Street Boston MA 02118 - B B E 617 607 4589 derekbloomarchitects.com 'd 10 Q -- - —- — ---- 16'-6• OOFTICE 1st Fir T.O.S. - OPEN BELOW 0 ! 105 9y - n ,17 11 1 BREAKAWAY PANELS 1 VE ZONE I AE ZONE FLOOD LOUVERS(TYP.) 1a 3 A41 �) A41 A41 A41 4NORTH ELEVATION WEST ELEVATION scale: 1/8" = 1'-0" 3scale: 1/8" = 1'-0" NOT FOR CONSTRUCTION EXTERIOR ELEVATIONS Job# 1714 Drawn:OT REVISIONS F�c��SH 3. 11 GRADING 17 ROD REVISIONS 0 24 2. 9 5 17 CONSERVATION COMMENTS ti 1. 18/22/171 PUBLIC ACCESS r. P 1 01 � 11 S� 7 c v O THpMAS csG J t � f aB AlfY S'RI, • D ��ff'V/00,*� I��'EA'GY I L f 1I.-'�$t'IxO ,I.I t:` POZERSA a CIVIL LOCUS _ Wfu i SALEM '. LOCATION MAP NOT TO SCALE i DRAWN BY: JG/DJN a x s DESIGNED BY: TAP 4 ij 1 ' "w. S k = CHECKED BY: TAP PROPOSED 6 7-8' HIGH OUTDOOR UGHTS-TYP (SEE DETAIL) o 0 10R ZaNEco 00r" PREP` �j► ,'� '� PROPo6E1D t °°o t 3 MMM BULDM n SM IL- i ' ARCHITE u� DECK 9.3 t ° (SEE CTURAL J �11iP DRAWINGS FOR ACTUAL " A \ \ 0 1 DIMENSIONS AND ELEVATION ) 4 1f Z <r °>iw . ,; 3 _Up DOSS J 1 •. /y ~-� fit' !. �OE af (ITRE l _.w,a.a:: a ► .._. _. roE al.�-tea 910 `. � t i �"1 0 � .3 � I Q PROPOSED (4) M I I °� V) FOOT CANDLE 12 HIGH OVERHEAD J z PROPAGATION TYP LIGHT-TYP `° 0)p z STEAMPUNK-model:WS-W245 (SEE DETAIL) dweILEDI1 Outdoor ASSESSORS -- - - - — --- � MAP 4I 1:�. T 02,kc MAP 41 LOTS 0284, W cv M).6 WHITE STR L-1 0283 & 0298 � J 'IF c' A7;HANIEL.'S LA.1VDb'VG COt"DMIA7UI AREA=1.83t ACRES DEED BOOK 6664 PAGE] (TO MEAN HIGH WATER LINE) , < IAP 41 LOT 028.E � �? LED Delivered Watt Lu SA mens Lumens � , 5' 7%* _.... v L a , M1 ws-ws4so9 w W O WAC LIGHTING - w Uckf Responsible Lighting- -- -� ^ - ;. I � ' f AIAP ''0 1,tfi of 9 r T, O p� � 7 —8 HIGH OUTDOOR LIGHTING DETAIL d�F o, 43 TI'; 3 I?NEW STRE-EY � � w �~ Q z (NOT TO SCALE) M LARRY HEADL' AN & TERE&A wALS1 AS. FSO 's DEED BOOK 3 28( )PAGE 40 . z MAP 41 LOT 0298 E-�-�+ W L ckf o PR. 5 WIDE WALK ~� w = w rn i � QL- o L, m _j w3J WWQ WoQ LIJ _ _ w - I.-�';,°2E'7<tE` Iv"��L1I��S r���l �� c r,:F1�,i��it.,,��..��f.� - - .�., cl- EPA. 1 I..I ff �,.,.. �,_.,.:. SPECIFlCATIONS: URBAN AUGUST 18, 2017 BEACON PRODUCTS BY HUBBELL LIGHTING (URBAN SERIES) SERIES M SERIES: MRDS-21 21" MIRAMAR DEEP SHADE ,I SCALE: 1" = 20' btLiP 41 1 OTr 296 ifI�L �E S(r�1111t�1fr. uPE'a.ra LutrIIra:.IF;E LED COLOR: 3K/3000K No. 49 t O NLR 4'TRE I I;1FED BOO P 7X86 P Gl, a�:l — _ .sAA � IIRf P JOB No. 15 189 ENGINE—WATTS: 24NB-55 55W LED ARRAY g7902 MAP 1 LOT 0;2190 12' HIGH OVERHEAD UGHTING DETAIL `' ' `'�' ''`",` -- Nr>. 57 TU-RNFR STR LATEST REVISION: (NOT TO SCALE) - . F HOUSE SFV EN GABIFs S� I <.,.. .� .1 ,'1.�_2�1� DECEMBER 1 , 2017 SS(t IATI(')N DEED BOOK M69 PAGE.57 PHOTOMETRIC PLAN COPYRIGHT Q BY MERRILL CORPORATION I f1k N L1, l .IR _. L ' NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM. OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC. MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE, WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION WITH THE EXCEPTION SCALE IN FEET OF ANY REGULATORY AUTHORITY WHICH MAY REPRODUCE IT IN CONJUNCTION WITH THE PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. ANY MODIFICATIONS MADE TO THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION SHALL RENDER IT UNUSABLE. SHEET P1.1 3 FRAME TO BE SET IN FULL WATERTIGHT MANHOLE ADJUST TO REQUIRED GRADE REVISIONS BED OF CEMENT MORTAR FRAME AND COVER WITH BRICK MASONARY OR (SEE SHEET C6.2) REINFORCED CONCRETE WATERTIGHT MANHOLE Notes HEAVY DUTY SHALLOW 4" TALL FRAME & GRATE BRICKS OR REINFORCED CONCRETE MORTAR GRADING RINGS FRAME AND COVER 6 1 LEBARON LF244 OR APPROVED EQUAL GRADING RING MAY BE USED 4 1.MANHOLE WALL AND TO ►I t IEI►►I II�IIII�Ii II II I' PRECAST REINFORCED VARIES(SEE NOTE 5) THICKNESSES ARE NOT TO 4. 12 17 CONTOURS do GRADING FOR GRADE ADJUSTMENT " _ "'_ ' CONCRETE MANHOLE 3 2. ONTACT HYDRO 3. 10 24 17 FHOD REVISIONS 7 MAX. - 5 INTERNATIONAL FOR A r4; II III -=tn-i FLAT SLAB TOP - BOTTOM OF STRUCTURE 2. CONSERVATION 5 17 COMMENTS �, In_i „ „ ELEVATION PRIOR TO 1. 8 22 17 PUBUC ACCESS 2" CLEA 18" PRECAST REINFORCED 10" COVER CLEAR SETTING FIRST DEFENSE MANHOLE. „ (MIN) "0" RING RUBBER GASKET JOINT GD 3.CONTRACTOR TO CONFIRM 1 CONCRETE MANHOLE RIM,PIPE INVERTS,PIPE DIA. FLAT SLAB TOP AND PIPE ORIENTATION ��' 1Tf�,1 Litt CHAMFER MIN. 0.12 SQ. IN. STEEL PER 1 r;--,�, PIPE INVERTS:71 in 15.97 ft PRIOR TO RELEASE OF UNIT trio+a�►s a c 4 HOOP 1" CHAMFER "O" RING RUBBER GASKET JOINT 48" + 1" DIAMETER VERTICAL FOOT PLACED j �� -LI- TO FABRICATION. POZERW (1" COVER) 48" + 1" DIAMETER RISER SECTIONS HEIGHT OF ACCORDING TO AASHTO a 1 I % A JL 11/511s SUMP DEPTH CIVILi" 9 468 Q PROVIDE "V OPENINGS 1 No.46859 HEIGHT OF NORMAL 12" C.I. W EMERGENCY (Al DESIGNATION M199 � ' � PREASSEMBLY REFERENCE:47 3/4 in/3.98 ft c� WATERVARY FROM 1 TO 4 2 CLEARE� E BY DATE DESCRIPTION Fss�oSu�a �' RISER SECTIONS SHUTOFF VALVE (SEE BOTTOM OF INTERNALS:30 3/8 in/2.53 ft REVISION HISTORY VARY FROM 1' TO 4' o LEVEL BUTTERFLY VALVE DETAIL) > 1- 3 BAR AROUND OPENING FOR PIPES 18 DIAMETER q q Date scale LINV. AS NOTED ON PLANL AND OVER 1" COVER ' � 2 11rz5/1a 1/4•-1'0" � MORTAR ALL JOINTS 2404 ' SUMP-0 in/0.00 ft Drawn Checked JApproved MORTAR ALL o MIN. 0.12 SO. IN. STEEL PER PIPE OPENINGS TO BE ` RC VERTICAL FOOT PLACED OUTSIDE PIPE INLET PRECAST IN RISER SECTIONS Title DRAWN BY: JG/DJN JOINTS o ACCORDING TO AASHTO „ RCP SECTION A-A 6-FT DIAMETER 1" CLEAR N �, DESIGNATION M199 DIA AND 2 OUTLET FLOOR OF STRUCTURE TO FIRST DEFENSE 8" MIN. PROPOSED GAS TRAP PIPE o o BE HEADERS LAID FLAT 2 t` DESIGNED BY: TAP PRECAST CEMENT PROVIDE "V" OPENINGS77M o 00° BRICK CHIPS AND MORTAR OR ! 1 `�` 5 o v v v ` 3 HIGH CAPACITY CONC. BASE UNIT °•°°° CLASS "A" CEMENT CONCRETE GENERAL ARRANGEMENT ° °° GENERAL NOTES: CHECKED BY: TAP FLATTOP-PRECAST 1.General Arrangement drawings only.Contact Hydro International fkx site specific fabrication drawings. OR �O INVERTED ARCH WITH Inlet pipe(s)can 2.The maximum diameter of the inlet a outlet pipes is 30'.For pipes larger than W.please contact BRICKS LAID ON EDGE Hydro International for additional design assistance. SHALLOW GAS TRAP CATCH BASIN enter anywhere 3•Multiple kniet types possible(refer to project plans). International o 0 FLATTOP 4.Inlettoutlet pipe angle can vary to arign with drainage network(refer to project plans). CDWlthln 24O arc. 5.Peak flow rate and minimum height limited by available rover and pipe diameter. CV Q (NOT TO SCALE) 6.urger sedinerd storage capacity may be provided with a deeper sump depth. 0 rn *CAST ALL STRUCTURES TO PIPE ORIENTATIONS AND ELEVATIONS Parts List PRODUCT SPECIFICATIONS: (0co SHOWN ON THE GRADING AND UTILITIES SHEET PRECAST CONCRETE MANHOLE (DM!� ITEM SIZE(in) DESCRIPTION A. Theeean,�„t,ystevshall„aear;, �a voftx lsofebaepion(amar'4dtpoma shown StormwathinsDriveer s � N 1 72 I.D.PRECAST MANHOLE B. The of etr tent the m shot tK for e d sign°t rates s e fl nape')as shorm in the project planar and 94 Hutchins Drive Q) t70 wiL not exceed the akr,ensbna nor the design now rates speeMed herein. Portland,Maine 04102 �. (NOT TO SCALE) 2 LEDGER SUPPORT C. The treatment system shall remove greater than or equal to sox or TSS based on the Target Particle size Tel:(207)756-6200 - ' .--.(TPs)or 108 microns anaror 8D%of TSS based on me TPS of 230 moons at 22 cis and 3.e cfs,respea;vety. Fax:(207)756-6212 II" DO p 3 SEPARATION MODULE D. The treatment system shall convey the Peek On4me Flow Rates or up to 32 cis without causing upstream *CAST ALL STRUCTURES TO PIPE ORIENTATIONS AND ELEVATIONS 4 30 INLET PIPE BY OTHERS aurohargqualto era. Fun-scaleowsupto200laofMT R-106.EeatingshelldemonstraleaTrrentcontrdofless stormwaterinquiry@hydro4nt.com SHOWN ON THE GRADING AND UTILITIES SHEET ( ) e or equaltos mgfL for ON temshallbe ap bpta2c%o<MTFR-1o6. PROPOSED 5 30 OUTLET PIPE(BY OTHERS) E. The treatment Mfem shall be capable d capturing and retakrkig ik+e s1t and sand size parades. Analysis or ceptored sediment from hill-scale nerd installations shag demonstrate particle sizes predominately In the l/L DOWNSPOUT 6 30 FRAME AND COVER(OR GRATE)(ROUND) 20-micron range ` 0 PROPOSEDA"wanr".v try"tneerroftw orny apdtee b tro.e tmma arvosr d by s Hydro tnbnnationat does not swW and eagreaey dtadali wry respord6tty or tt lOtty br"suuMore.PW ar equoront(or me parrarnhMOa CAD Ref PROPOSED FSHc-MAX OVERFLOW 2W8 tb°'erear'.,,,art m"x.�r rea.eetr man"Pohm:,a.tr�re owvff"i �umd'�b .�e d ter,.'�"b`.in °` �, � o U SCREEN Hydro International Ktdm ire.n,.sanst oe+he oopyrtgre in end b aq ErwWp.wind a srgpt ed b ax0denae,end at trdended ntlpim d1h drawing•M their see trorear,agree b thole erawt,g N oonitdernce and not b ue t for any prepare Projec No. Xx-boot t`r) U other than br wtedn it was suppled and na,aproa,a.,b vA igie or to parr.the drawig or any d Ne equips or arn,rwree de0cled dye em.wWvtfi prior wrftm pernratiad Of Hydo Intern wrhai. Drawing No. F 6HCS 1 Rev.A �.( N Pro Z PROPOSED STOP o J 3' MIN OFPSTONE OFy 1 w = W ZD HDPE �8"ODI PIPE (SEE PLAN) DRAIN APPLY HOT BIT. ASPHALT �i Z 0 RECHAR GE TOP & COVER UNPAVED PAVED SEALANT TO JOINT CO _ : � SYSTEM S=.02 (MIN.) (2 PROPOSED 45' ELBOWS FINISH GRADE Cl- ri) in \ \;\\i\ MATCH �'-ILr_ �i UJ 6' TOPSOIL & SEED >\\ . . :: :�,•:;_::•: ::o-:: EXISTING a Q ';. _ : ::•i / GRADE Q) I- DOWNSPOUT DETAIL ® "� ' .f ,• TYPICAL ® SHAFT � (" OPERATING NUT SHEETING REQ �� SELECT BACKFTLL \� REFER TO BIT. CONC. 0 0 (NOT TO SCALE) " (IF ),'D ,\ \ z STEEL GRAVEL SHIELD TO BE CUT OFF 5 MIN / I �/ PAVEMENT DETAIL v 0 N BELOW GROUND & 2' INCD t,, (DIA. J" LESS THAN SHAFT ABOVE TOP OF PIPE BACKFILL WITH GRAVEL Q BEDDING 12" OVER PIPE ANY SHEETING DRIVEN >\\ \j` WHEN PVC PIPE IS USED EXTENSION STEM - 1" DIA. BELOW MID-DIA. OF PIPE MANHOLE FRAME & COVER AS MFG. BY o 3" COLD ROLLED STEEL SHAFT SHALL BE LEFT IN PLACE j fir, BACKFlLL WITH GRAVEL E.L. LeBARON FOUNDRY CO. CAT. N0. j\\ \ � BEDDING TO MID-DIAMETER � �\ ;: \< WHEN OTHER THAN PVC MORTAR - LT. 107 MARKED 'SEWER" . / ° PIPE IS USED n► BASE ° • ; \i " ELEVATION 11.0' OR UNDER MUST BE - ° W ' �•' o°>: �`��� 12w:; REMOVE ALL DELETERIOUS 6 WATER, SEWER, DRAIN, / 6 °, ra.° . '• w GASKETED & BOLTED ;\\ ° . ,°, ,. , MATERIAL AND REFILL W/ OR FORCE MAIN PIPE \\ �\ - °>{' °\ \\i,\ STRUCTURAL CLEAN WELL •8" 2' 8" 2 COURSES OF BRICK MIN. 3-1/4" /\ \; % /' �' �' GRADED FILL 3 MAX STONE REINF. CONC. CONE SECTION - 6 COURSES OF BRICK MAX HALF SECTION \/� HALF SECTION w W (3/8 MORTAR JOINTS) " IN EARTH W IN ROCK (n POINT UP BRICKWORK OUTLINE SOCKET FROM STEEL TO AT VALVE STEM (D+2' 3 MIN.) MASTIC JOINT GASKET a . DRAINAGE EMERGENCY SHUTOFF TYPICAL UTILITY TRENCH w U Q (TYP. ALL M.H. JOINTS) PLUG ALL LIFTING HOLES VALVE SHAFT EXTENSION (NOT TO SCALE) � w PER FED. SPEC. SS-S-210, ALUMINUM WITH NON-SHRINK MORTAR TYPE 1, 1-1/4" OC CTR. M.H. STEPS (NOT TO SCALE) O 06 (n o W � � Q U *CONTRACTOR WILL VERIFY PROPOSED APPLICATION w v , A. CONCRETE WALL CAN FIT WITH SUPPLIER PRIOR TO PURCHASING MATERIAL �., W o ^o WHERE STUBS ARE REQ D W = w LOCATIONS & SIZES TO BE REINF. CONC. CONE SECTION-� SHOWN ON PLANS & INVERT .. o „ FINISH GRADE OUNDATION �' = w M5 4' - 0" DIA. 5 MIN ELEVATIONS ON PROFILES. 5" MIN WALL �� W 3 3 w SYNTHETIC RUBBER FLEXIBLE _ W J W FORM GROOVE iN BASE SLEEVE & STAINLESS STEEL - = y W Q n W/ ACCURATE BELL a STRAP MAY BE USED ADJUSTABLE VALVE BOX F7N/SH GRADE Cf) RING FORM 1' PRECAST MONOLITHIC FACTORY INSTALLED NEOPRENE w o BASE BARREL SECTION RUBBER SLEEVE OR EQUAL " 5' MIN. INV IN TO BE SET PIPE SECURED W/ 2 STAINLESS 12 BUTTERFLY MUELLER LINE SEAL f� w r .,.Y :�.: fit: __ a MIN. OF 0.1 HIGHER ': ;- �; L; _ e a R OF SHELF TO BE STEEL STRAPS TYP �' '" r�°`�'`i` FLOOR ( ) `t' .'4- ;`; ..._Y,�. .. ._. ,` o CAST IRON -, w .�. �=° �,:�� :;,: r- .,.- �---._�� : �:��=='- OR APPROVED EQUAL �• � THAN INV OUT r G CURB BOX HEADERS LAID FLAT AT I ��Y:,.>.- {.:; �_;:S=� .,:. -,= x.- :°. :rY,=. 5'-0" INLET PIPE ��-�a:- - ,4. _��.�.: .=, s A SLOPE OF 1" PER FOOT " ,. EXPANSION BAND " A MIN. DEPTH 5'-0' MIN. OUTLET INVERT 0.1' MIN.,---A!- INVERT TO BE INVERTED ° _�� PIPE I.D. DJUST TO TIGHT FIT 12" C.I. DRAIN PIPE 1 air s' LOOP y: AUGUST 18, 2017 LOWER THAN INLET INVERT � ARCH W/ BRICKS LAID AS - FLOW (MIN') (MIN.) SOLID MASONRY 6" �-STRETCHERS & ON EDGE 41" CONCRETE SUPPORT • e N _ SCALE: AS NOTED UNDISTURBED MATERIAL :r; 3 JOB No. 15-189 6" SELECT MATERIAL 2 - 4 EW IN ADDITION - + 2' MINIMUM •; .. .:.., _ _ , -__ NOTE: ALL VALVES TO OPEN RIGHT , Y.' LATEST REVISION: ::;,r - s -z-:= :,,..•:=�: TYPE K . '' DECEMBER 1 2017 TO WOVEN WIRE MESH -l^v :-i;� �_::`' _ - �-�=�� • - �.;`"; _ COUPLING -� C.I. ORPORATION COPPER TUBING s; EX. 8' WATER MAIN STOP 2' MINIMUM w NIMUM DETAILS SANITARY SEWER MANHOLE RED-FLEX SERIES 37 G i N LI N E CHECK VALVE B UTTER FLY GATE VALVE CURB STOP COPPERAPPROVED GEQUAL) COPPER TUBING COPYRIGHT © BY MERRILL CORPORATION (NOT TO SCALE) OR APPROVED EQUAL) '`(DRAINAGE EMERGENCY SHUT O (OR APPROVED EQUAL) FF VALVE) NO PART OF THIS DOCUMENT MAY BE REPRODUCED. STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC. (NOT TO SCALE) WATER SERVICE DETAIL MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE. WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION WITH THE EXCEPTION (NOT TO SCALE) OF ANY REGULATORY AUTHORITY WHICH MAY REPRODUCE IT IN CONJUNCTION WITH THE PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. (NOT TO SCALE) ANY MODIFICATIONS MADE TO THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION SHALL RENDER IT UNUSABLE. SHEET C6.1 Seateet) REVISIONS sate"") rate SEE PAVING DETAIL FOR ASPAHLT FINISHED GRADE=SILT •• . TOP OF DENSE GRADE=8.70 4. 12/1/17 CONTOURS & GRADING DMH 4B v6' GRAVEL SUB-BASE 3. 10 24 17 FHOD REVISIONS TOP OF WASHED STONE=8.20 8" DI ROOF INLET DMH / /i r 12" H r / r TOP OF PIPE=7.56 2. 9 5 17 CONSERVATION COMMENTS LEADER �\�•\�\ 6"MIN. N � �, / SEE DMH DETAIL EXCAVATION 5 PIPES IN BE .bb ��" ATCH CROWNS WATERTIGHT RIM EL. SILO HDPE PIPE i\` �` " } `\ " 4" FRAME COVER 1. 8 22 17 PUBLIC ACCESS T RENCH SEE PAVEAfENT DETAIL) 2.34' �\% UNDISTUPBED ( ECCENTRIC 6" THICK COVER FILTER FABRIC ` 4. .D. �/ N 8" DI ROOF CLEAN L_ -- --,_- _ _--- _ _ _-- _ -- \; EARTH ON TOP ANO �� 0 H2O WHEEL LOAD ' " DMH 4C I DRAIN WASHED , / - I STONE SIDE OF THE ,\ �i' a tM Of INLET DMH INLET SYSTEM / S ANHOLE/STRUCTURE WALL INV EL=6.45 THQMAS A. G .` CLEAN WASHED STONE BOTTOM OF STONE=5.86 POIERSKi - 31 3' / /� .�i`/ vizz Jr /`�/ �i`r`/i/`// / / r / / / rr // //ii c I 8" DI PIPE V CIVIL N CLEAN WASHED J"-1 I" TON' No.46t% HDPE COMPACTED IN 6" LIFTS C SUITABLE EXCAVATE DOWN TOE PERFORATED PIPE FOUNDATION NATURAL PERMEABLE SOIL MLA OUTLET CRESTED �R SPACED EVENLY 3' 3 _ 15' AND REFILL AND COMPACT TOP EL _ � otirAl IN 6" LIFTS � � 12" HDPE '* WITH A MIN. OF U= 1. ALL RETENTION AND DETENTION SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S (SEE NOTE 13) u 1 r J \ { 12" WIDTH OF I PUBLISHED INSTALLATION GUIDELINES. ,'. " BEDDING OF 1 J�1•�`j\„ 1 \}\ STONE BETWEEN 3 2. FILTER FABRIC: INSTALL GEOTEXTILE FABRIC ON TOP AND SIDE OF THE SYSTEM TO e /�j �/ CLEAN WASHED THE EDGE OF 3 MATERIAL IN MIGRATION OF FINES FROM THE NATIVE SOIL INTO THE SELECT BACKFlLL / J--1 }' STONE N "LIM ') I THE EXCAVATION DMH 4A AND THE OUTSIDE , a DRAWN BY: JG/DJN SEE OUTLET 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE OF THE PIPE 3, 3' CONTROL TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE CLEAN GRANULAR MATERIAL AS INSURE BACKFlUl IN DEVICE AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, REFILL AND COMPACT IN 6" LIFTS. PLACED UNDER PIPE 90' 4. BEDDING: USE CLEAN WASHED J" TO 1 1' STONE 6" UNDER AND AROUND THE SYSTEM AND 6" ON TOP AND PROPERLY D.. I NOMINAL T'�' SIDE H (TRAFFIC) I OF PIPES COMPACTED OF PIPES NOWN - NOMINAL O 12" INV. IN = 6.46 DESIGNED BY: TAP BEND _ DIAMETER SPACING "S" SPACING "C" WALL 'X" 1 1/2 I.D. 1 1/2 1.D. 80' 5. INITIAL BACKFILL: MATERIAL SHALL EXTEND NOT LESS THAN 6' ABOVE CROWN OF PIPE. 12" 14.5" 18" 32.5" 18" 12" 5 �N� PERVIOUS SOIL MIN. MIN. OR CLEAN WASHED SAND OUTLET CONTROL STRUCTURE 85' 6. MINIMUM COVER: MINIMUM COVER OVER THE INFILTRATION SYSTEM IN NON-TRAFFIC 6" CLEANOUT APPLICATIONS IS 17" FROM TOP OF PIPE TO FINISHED GRADE. ADDITIONAL COVER MAY BE REQUIRED TO • REMOVE ALL DELETERIOUS MATERIAL DOWN TO NATURAL PERMEABLE SOIL REFILL AND COMPACT IN 6" LIFTS (nP) to REFER TO UTILITY PREVENT FLOATATION. PTTOM OF �ONE �ET FOR ORIENTATION AND ELEVATIONS CHECKED BY: TAP OUTLET(SEE DETAIL) 12" HDPE PIPE INLET DMH OUTLET DMH NOTES: TO DMH 4 NOTES: 1. FOR INSTALLATION RECOMMENDATIONS, SEE 702 RETENTION-DETENTION SYSTEM (CROSS-SECTION) 1. MAXIMUM INSERTION ANGLE SHALL NOT EXCEED REQUIREMENTS AS SPECIFIED BY THE MANUFACTURER. -00 �-I ON O AND 703 RETENTION-DETENTION SYSTEM (RISER AND CLEANOUTS) REV DESCRIPTION BY REVDATE CHK•D 2. SEE STANDARD DETAILS STD-202 AND 202A THROUGH S7D-204 (A-F) FOR STRUCTURE CONNECTIONS, PRODUCT INFORMATION AND DIMENSIONAL PIPE DATA INSTALLATION RECOMMENDATIONS ARE ALSO SPECIFIED IN TECHNICAL NOTE 5-04: HDPE CONNECTIONS TO MANHOLES AND 02016 AO5 K. REV. DESCRIPTION BY MN/DD/YY CHK D 0 AVVWED ORANNAGE SYSTEMS.INC.(-QSD HAS PREPARED THIS DETAIL BASED ON WWMAIKIN MWDED TO ADS. THIS DRAINING IS INTDNOED TO DEPICT THE "ABC STRUCTURES. 00 w (�, M d' COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT,NOR HAS ADS OUEPE40MY VOTED DATE ~�` � w THE NFrnMAr4N SUPPLIED. THE INSTALLATION DETAILS PROMCED HERON ARE GENERAL RECOMMENDATIONS AND ARE NOIT SPECIFIC FOR THIS PROJECT. THE PROJECT 4640 TRUEMAN BLVD .., 3. PERFORMANCE HIGHLY DEPENDENT ON INSTALUUTION. CONTRACTOR MUST INSURE MANHOLE GASKET IS UNIFORMLY SEATED AROUND STRUCTURE ► ' . K,~``�. DES"OCIEER SHALL PEVEW THESE DETAILS P"TO CaNSTRucraN. IT 6 THE DESIGN ENMCERS RESPONSIBILITY TO ENSURE THE DETAILS PPOYM LOCATION HILLIARD, OHIO 43026 - ENG ADAPTER. EXTRA PRECAUTIONSMUST BE TAKEN TO PREVENT DIFFERENTIAL SETTLEMENT BETWEEN THE PIPE AND MANHOLE. �� `e HERON•EFTS OR EXCEEDS THE APPLICABLE NATIORUI•STATF,OR LOCAL RMPRE/ENTS AND TO ENSI RE THAT THE DETAILS PROVDED HEREIN APE KOTTABIF " NTS FOR THIS PROTECT. �O•"'®0"�•"O Mom'*"' ~� 00�\ D DRAWING NUMBER. DRAWING or MM A REV DESCRIPTION BY REVDATE CHK'D �` O 02016 AM,NC REV. DESCRIPTION BY MM/DD/YY CFNK•D REV DESCRIPTION BY REVDATE CFNK'D F 02016 x-,K. REV. DESCRIPTION BY MM/DD/," Cw ROOF RECHARGE SYSTEM-PLAN VIEW AO,A,�° SYSTEMS.INC.PAS N P PREPARED Y DETAIL C O °"" "W QED>o ATE ,NO °` 5�TL DEPICT»� COMPONENTS AS REQUESTED. ADS Fay NOT PERFORMED ANY ENGNEERIHG OR DESIGN SN7t\RLT.S FOR iF15 FTAO,ECT,NOR HAS ADS INDEPENDENTLY N:RIFIED DATE �A•�ED����NC.('ATrsl I6Ls PI€PARED IH5 DFTu BasED ON euDRILa1oN PRDVIDED TO ADS. Bts ORAWI!A;,6 INTENDED TO DEPICT tIC ABC "'�"ABC THE NFDIRIaTgN STIPPLED. llE NSGWITION DETAILS PRONL°ED HEREIN ARE GENERAL RECOARIMERIDg10F5 AND ARE NOT SPECIFIC FOR THIS PROJECT. THE PROJECT 4640 TRUEMAN BLVD COMPONENTS AS IE+OUESIED. ADS N/5 OCT PFPFOIaIED ANY OCNELI6N6 OR DESIGN SERVICES FOR TM PROJECT.NOR WAS ADS NOEPMNTLY VRRFTED DOT E DESIGN ENGINEER SHALL REVIEW 1HESE DETAILS PRIOR TO COrSTPUCIION. IT IS THE DESIGN EN( ERS RESPONSIEk"TO ETNSURE THE DETAILS PRONGED HILLIARD, OHIO 43026 ENG THE NFOawtgN SUPPLIED. THE INSTAIlATION DETAILS PROLIDID HERON ARE GENERAL RECOrMENDATIONS*0 APE NOT SFECFIC FOR THIS PROJECT. THE PROJECT 4640 TRUEIIAN BLVD LOCATION • DESIGN ETIGFEER%ALL WWW THESE DETAILS PRIM TO OON5TI6TCTION rt 6 THE DEIGN ENaArERs REsroNSIBILmT0 EN4NE THE DETAILS PROVIDED LOCATION FaLLIAFM.MW 43026 ' \ O HERON MEETS OR EXCEEDS THE APPLICABLE NATIONAL STATE 0R LOCAL REOIAREMEHiS AND TO ENSURE 7FNT THE DETAILS PROVIDED HERON ARE ACCEPIAPIE `�" NTS HEREIN MEETS OR EXDIDS THE APPLIC/BlE INTIOWM.STATE OR LOGE IEDUIiE30NIS AND 70 ENSURE flat TINE OEIAIL$FRONDED HEREIN ARE MXEPIAffiE FOR IRS PROJECT. 10000M OK4004E SrSTEIM NG FOR THIS PRO[Ci. A"+r®0..."SR*C"s.M (NOT TO SCALE) DRAWING NUMBER: DRAWINGS [>F DRAWING NUMBER DRAWINGA O ROOF RECHARGE SYSTEM-INLET/OUTLET MANHOLES It LI o N (NOT TO SCALE) ROOF RECHARGE SYSTEM-CROSS SECTION Q ff O 6" THICK LOAD (NOT TO SCALE) 'o = w FRAME & GRATE CORRUGATED HDPE RISER BEARING CONCRETE JIN (BY OTHERS) (SPECIFY DIAMETER) • CLASS I OR II LCOLLARMATERIAL PER COMPACTED CLEAN /� 6 REFER.TO STD-702 FOR EDITIOASTM N, IN 1244ZPT 1248APT Assembly .321. LATEST B° Z o COVER HEIGHT DETAILS .1 = J 3 ILL, MIN UNDISTURBED MAX. 8" LOOSE LIFTS PLACE IN 6" LIFTS �` EARTH CLEANOUT TO 95% MIN. OF MAX. n- OMPACTED TO 95% 41 Ti�•.T?HFx-,^ $s MAXIMUM DRY [uTTFAT RISER SPD a N'ASi 2$ O 00124823WM F"L 0 rJ- DENSITY f! �n ;)I PtC+N-CKHO'_LS pcygnFvrtlr, a l^'`J Lu UNDISTURBED i F*A T-. � «?i z A rCL35G. EARTH A c Y ✓� ��� / \ W >/ ;t � '^ c°"" W • CLASS I OR II MATERIAL P/ER • BEDDING (CLASS i(Nt 1 MATERIAL) 4�4ria .� % f I AS D2321, LATEST EDITION, = 4• MIN. FOR 12' - 24'HDPE PPE ` � � �""°"' COMPACTED IN MAX. 6" LIFTS TO = 6'MIN. FOR 30'-6O' HDPE PIPE REFER TO ROOF s � uA� •� J Z F MAX. SPD SECTION A-A RECHARGE T O �a Z 95% MIN. 0 ��F�c�, r,,r _ TII.D,A . H2O LID (AS REQUIRED) SYSTEMS DETAIL ° "` J f EL .yr.A s V•rMW ^'' 6" THICK x 12" WIDE FOR COVERAGE HANG-w.•HOI F BEARING CONCRETE COLLAR �,1 6" SOLID wAll HDPE CLEANOUT W/ C.I.-VALVE BOX (SEE L+A (♦B ^'►. r,,,. • SHEET C5.1 FOR LOCATION) (SPECIFY DIAMETER) - NA-QT LLA 8 COMPACTED CLEAN = ( I A TA A< STRUCTQ I PLACE IN 6" LIFTS 6 a r,ry z o�LEA ' C LATERAL 073 314 r 11,l a. Maor CanPoNen"s COMPACTED TO 95% ocnzaRrS MAXIMUM DRY DENSITY UNDISTURBED � �`�� i �1T �� �` � T!4 A N oP�-N_ I T;4 Or+.o.g Revision EARTH GA.s<F 46 JO9 �s ecw r_, -J/ BEDDING (CLASS I OP, II MATERIAL) - rI or�LSF "aDY DBE I--�-4 CLASS I OR II MATERIAL PER = 4" MIN. FOR 12" - 24" HDPE PIPE __-__-- - -- ______ - 4 DisN laimer ASTM D2321, LATEST EDITION, = 6" MIN. FOR 30"-60" HDPE PIPE COMPACTED IN MAX. 8" LOOSE r1 a mil pis �... , ..-. LIFTS TO 95% MIN. OF MAX. SPD SECTION B-B IO2S F�• °'~~ ~Y,�.� * CLASS i BACKFILL REQUIRED AROUND 60" DIAMETER FITTINGS 0sr '^r"��"�" -� +�I� SECTION A-A Contact0 LOAD BEARING CONCRETE COLLAR SHALL BE CONSTRUCTED IN TRAFFIC AREAS SUCH THAT THE LIVE LOAD IS TRANSMITTED r� TO THE SURROUNDING SOIL AND NOT DIRECTLY TO THE RISER. AwwA;ED 6PAAacE srscrs.Ac fADs1 Nis NREPAAED TIRs OETAL auEn ON 060111MU R PRC%M M ADS. FIRS WAMC IS NIEHOED M OEacr DE ARC V + COMPOWNES As REOLESTM. ADS Irs Oar I m W=04Ge aR TxslcN SErrALis FOR TNRs Apma,NOR His ADs NOEPDOcccur Kwu nE N D"Cly wwuD N E %WAILS I" FIN VI IouN AIRE r ILL NEaoIAIENOAroNs SANDP0 ARE Not 0Ersc FT TNs AS RI x �`°"R `ML RD.owi"`� �� WATERTIGHT MANHOLE COVER-DRM O EK DS WE*jkj DFTALS AFROR S WINO RILOCAL. R IS ID 5 AIV 10 06RS A[SP()1SIliM S MW W OETMS P40VIDEO MRLLAN7p.OHIO 13026 NTS !+ERE7R REFS OR EiCEIDS WE APIt1CldF NA7gNAI,STAG[OR LOCAL RCG11FE1E7N5 AIND R3 ENSURE Apt THE OETMlS PP9VDFD IEPEN APE ALRPrARE I.00A770M Z FOR T16 PROTECT. wt.' NTS 1 Q+AVTNG 1QINBEN DRAWING# ff •rllF. (NOT TO SCALE) CL-4 0 W w O � � U RISER AND CLEAN OUT DETAIL � w < z otz o (NOT TO SCALE) ^ W = W r- � � CD " x W DEEP MARINE E-- GRADE JOINT FILLER C/) W LLJ EXPANSION JOINT w J w SURFACE COURSE w Q m o N 5'-0" - VARIABLE SECTION 6" (TYP) � o ILL- 2"-r- BIT. CONC. PAVEMENT o PROP. PAVED SURFACE s" - _ '<� REINFORCED CONCRETE PAD DESIGNED BY OTHERSV//// 3 BINDER COURSE 2� WEARING COURSE M�MM�R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 0 00 0 0 3 BINDING COURSE 0- COMPACTED GRAVEL SUBBASE 000000000000000000000000000000 FINISH GRADE O O O O O O O O O O D O 0 0 0 0 0 0 0 0 0 0 0 0000 0 0 0 0 0 W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 0°000°000°D°D°D°D°D0 0 1DOD°D°D°D°D°D000000°D°D°D°D°D°D°D°D°D0 MASS DOT SPEC. M1.03.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 0 0 0 0 0 00000 000000 0 0 0 a *12" OF COMPACTED 3/4" (MIN.) GRAVEL TYPE b OR M2.01.7 °0°0° 0°0°0°0°0°0°000000000°0°0°0°0°0°0°0°000000000000000°0 0 0 0 0 0 p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 010, 0 0 0 0 0 0 0 0 0 0 I I AUGUST 18, 2017 *ALL DELETERIOUS MATERIAL REMOVED COMPACTED SUBGRADE •' ' ' ' ' ' ' ' 8" COMPACTED GRAVEL BASE •'` AND REPLACED WITH STRUCTURAL FILL BITUMINOUS CONCRETE PAVEMENT ' (COMPACT TO 95% MAX. DRY DENSITY) SCALE: AS NOTED DOWN TO NATIVE SOIL (NOT TO SCALE) I ju Iju Jill Z-TH I -_ - 1 -9 _Q NOTE: 1. ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND TYPICAL BITUMINOUS CONCRETE SIDEWALK SECTION - PUBLIC ACCESS JOB No. 15-189 CONCRETE APRON PROFILE REPLACED WITH CLEAN GRAVEL BASE (90% COMPACTION) LATEST REVISION: 2. ALL DRIVEWAY AND PARKING AREAS SHALL BE (NOT TO SCALE) DECEMBER 1 , 017 (NOT TO SCALE) CONSTRUCTED IN ACCORDANCE WITH GEOTECHNICAL DETAILS ENGINEERS SPECIFICATIONS. *REFILL IN 6" LIFTS COMPACTED TO 95% MAXIMUM DRY DENSITY COPYRIGHT © BY MERRILL CORPORATION NO PART OF THIS DOCUMENT MAY BE REPRODUCED. STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS. ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE, WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION WITH THE EXCEPTION OF ANY REGULATORY AUTHORITY WHICH MAY REPRODUCE IT IN CONJUNCTION WITH THE PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION, ANY MODIFICATIONS MADE TO THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION SHALL RENDER IT UNUSABLE. SHEET C6.2 =��) (000� S REVISIONS ° 50' MIN. EXISTING 0 15 _ 0 0 0 0 0 0 0 PAVEMENT ° DOUBLE ROW OF 5a 4. 12 1 17 CONTOURS do GRADING DMH 7 W o o STAKED STRAW BALES 6 MIN. 3, 10 24 17 MOD REVISIONS WATERTIGHT COVER 1�;�[ NTH 2. 9 5 17 CONSERVATION COMMENTS INVS=1.71 2 LAYERS OF 2'-4' BOULDERS OUP SNITCHED MOUNTABLE BER61 1. 8 22 17 PUBLIC ACCESS 10 W/ 1'-2' HAND CHINKED ° 7 TYPE SEAMS FILTER CLOTH (SEE NOTE 6) EL.=9.Ot _ - STONES 0 t 12" LAYER OF INV. EL= 1.5 EWN-IN SPOUT EXISTING PROFILE ��OF ;= <` 2 -4 STONE ° ° IG GTH GROUND �� THOMAS A. SG M.H.W. EL=4.41 0 . . IN PLACE 50 MIN. CMt y 5 _ _ _ _ ,_.t,. - - - PROM OIRTBAG• No 46959 ------------ --- ---- -- ----------- ° ° PU 'O 30" RCP lio. �S Cl3T Q,6 TOE OF EXIST. r sAL 20' LONG S=0 007 REVETMENT • • • . EL.=-0.6 PUMP DISCHARGE _> EXISTING TES 24' 10' MIN. PAVEMENT 0 a rE OR P DISCHARGE HOSE REAM BAG P IN A M A AMR STRAW U TO 4 GEOTEXTILE FABRIC ° 0 10' DRAWN BY: JG/DJN 0 PLAN VIEW -5 10 20 30 40 50 60 STONE RM FILTER DESIGNED BY: TAP DOUBLE E WASHED STABILIZED CONSTRUCTION ENTRANCE REVETMENT RECONSTRUCTION DETAIL DOUBLE WASHED STONE HORIZONTAL S� 1,=50' DIRTBAG DETAIL (NOT To SCALE) CHECKED BY: TAP REFER TO PLANS FOR LOCATION(S) SPECIFICATIONS .v:• � CD CD r�o (NOT TO SCALE) *CONTRACTOR SHALL KEEP AN ADEQUATE SUPPLY OF DIRTBAGS ON SITE FOR DEWATERING PURPOSES. ;..q rn 5 5 16" TENSION 6" OR 8" CLOSED CELL FLOAT 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 0 0 I I CAB STEEL PLATE (OR APPROVED EQUAL) ` C�v cO LE 2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FT.(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 00 30' MINIMUM LENGTH WOULD APPLY). co 00 CD 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. �.. r NOTE: 4. WIDTH - TEN (10) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS WOODEN RAILS AND POSTS OR EGRESS OCCURS. _ r;._ ._ 0 SHALL COMPLY WITH MASS HIGHWAY 0 0 MATERIAL SPEC M 9.05.3 n o 0 REINFORCED GROMMETS 24" 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. FILTER WILL �+ N ( z 0 0 NOT BE REQUIRED ON A SINGLE FAMILY RESIDENCE LOT. Co o o J 00 „ 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL 0 u==4 a� „ „ BE PERMITTED. '� w = W 0 6 X8 WOOD POST r- �Z4o O STRUCTURAL 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR cd a 0 3 O DOUGLAS FIR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH = >- 3 O ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO o 3 SIDEWALK .. _ != 111= 11=11=// 0 ORB �`; TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAYS < 04 V) MUST BE REMOVED IMMEDIATELY. a N w Of 8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC m c~n WOOD POST DETAIL SIDE ELEVATION RIGHTS OF WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE 1 i � z " STRESS PLATES WITH AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. ''-1 __j o SHACKLE CONNECTORS 5 8„ DIA X 8" LAG BOLT 0) z BALLAST CHAIN POST 6'-6" O.C. WITH WOOD PLUG 7„ 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. I~ N 2" SILT AND TURBIDITY BARRIER • • + 10" • 10" CATCH BASIN GRATE (NOT TO SCALE) nrhF=-vr=11=IIr=nr�lr_II In= I=11 Ilr_ I=ur-1l�II� = r III=— 11= = BALES TO OVERLAP SEE POST DETAIL 3"X10" WOOD RAIL CORNERS STRUCTURAL c� BALED STRAW DOUGLAS FIR WRAPPED WITH TWINE CI) FRONT ELEVATION BALES To BUTT rg � � � (n TOGETHER C8 WOOD GUARD RAIL z (NOT TO SCALE) A A w CC Q � V w w O � U l cc 1�i 2"X 2" X 36" WOODEN STAKES PLACED C8 w w L 10 O.C. PLACED CRUSHED N o STONE OR GRAVEL AREA TO BE BERM AROUND Li M C� W PROTECTED H YBALES w < E+ J m (n PLAN VIEW SILT SOCK (12"TYPICAL) o N.T.S. 2"X 2"X 36"WOODEN STRAW BALE w o WORK AREA STAKES PLACED 10' O.C. a WATER FLO SILT SOCK (12"TYPICAL) EXISTING w CRUSHED STONE CATCH WORK AREA AREA TO BE PROTECTED OR GRAVEL . - BASIN ._ • - PLAN �� i/ �� AUGUST 18, 2017 NTS BITUMINUS / \\\\\\\\\ 4" MIN. PAVEMENT SCALE: AS NOTED NOTE: REFER TO THE PLAN FOR 12" MIN. SECTION SECTION A-A PROPOSED LOCATION. NTS NOTES: N.T.S. JOB No. 15-189 1. SURROUND STREET DRAINAGE STRUCTURE INLET WITH STRAW BALES LATEST REVISION: SILT SOCK DETAIL PROIR TO CONSTRUCTION AND MAINTAIN UNTIL CONSTRUCTION IS DECEMBER 1 , 2017 NTS COMPLETED. ACCUMULATED SEDIMENTS SHALL BE REMOVED. DETAILS 2. 4" MIN. GRAVEL BERM AROUND BOTTOM OF HAYBALES. COPYRIGHT © BY MERRILL CORPORATION CATCH BASIN EROSION CONTROL MEASURE NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL PHOTOCOPYING, RECORDING OR OTHERWISE. WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION WITH THE EXCEPTION OF ANY REGULATORY AUTHORITY WHICH MAY REPRODUCE IT IN CONJUNCTION WITH THE PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. NOT TO SCALE ANY MODIFICATIONS MADE TO THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION SHALL RENDER IT UNUSABLE. SHEET C6.3 CONSTRUCTION NOTES GENERAL CONSTRUCTION AND EROSION CONTROL NOTES REVISIONS 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL STANDARDS AND 1. PROPERTY LINE MUST BE STAKED IN THE AREA OF THE PROPOSED BUILDING PRIOR TO CONSTRUCTION. REGULATIONS. 4. 12 1 17 CONTOURS do GRADING 2. CONTRACTOR TO NOTIFY "DIG-SAFE" AND THE CITY OF SALEM DEPARTMENT OF PUBLIC WORKS WATER DIVISION 4 DAYS PRIOR TO CONSTRUCTION. 3. 10 24 17 FHOD REVISIONS 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHAM SECURE ALL NECESSARY STATE, MUNICIPAL AND UTILITY 2. 9 5 17 CONSERVATION COMMENTS PERMITS AND VERIFY THE PROPOSED LOCATION OF UTILITIES WITH UTILITY COMPANIES. All UTILITIES TO BE 3. STOCKPILES SHALL BE SURROUNDED ON THEIR PERIMETER WITH STAKED STRAW BALES AND/OR SILT SOCK TO PREVENT AND/OR CONTROL SILTATION . INSTALLED PER THE RESPECTIVE REQUIREMENTS OF EACH PROVIDER. AND EROSION. THE LOCATION OF THE STOCKPILE AREAS MAY BE MODIFIED AS APPROVED BY THE ENGINEER. 1. 18/22/171 PUBLIC ACCESS 3. WHERE PROPOSED PAVEMENT AND WALKS ARE TO MEET EXISTING, THE CONTRACTOR SHALL SAWCUT TO A 4. TOPS OF STOCKPILES, REMAINING LONGER THAN 72 HOURS SHALL BE COVERED IN SUCH A MANNER SO THAT STORMWATER DOES NOT INFILTRATE THE �H OF NEAT LINE AND MATCH GRADE. SEAL ALL JOINTS WITH HOT BITUMINOUS ASPHALT JOINT SEALER. MATERIALS OFF-SITE OR THEREBY RENDER THE SAME UNSUITABLE FOR FILL USE. �r tHOMAS A. 5. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH STONES. WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY POZERM 4. ALL EXISTING TREES, SHRUBS AND GROUND COVER WHERE NATURAL GRADE IS TO BE RETAINED SHALL BE CEASED OR HAVE TEMPORARILY BEEN SUSPENDED FOR MORE THAN SEVEN DAYS, OR WHEN FINAL GRADES ARE REACHED IN ANY PORTION OF THE SITE, V CIVIL KEPT IN THEIR EXISTING STATE UNLESS REMOVAL IS REQUIRED FOR CONSTRUCTION PURPOSES. STABILIZATION PRACTICES SHALL BE IMPLEMENTED WITHIN THREE DAYS. AREAS THAT REMAIN DISTURBED BUT INACTIVE FOR AT LEAST THIRTY DAYS SHALL HAVE CLEAN STONE PLACED ON THE DISTURBED AREAS. 5. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC AND UTILITY INFORMATION PRIOR TO CONSTRUCTION. CONTRACTOR TO ENSURE MINIMUM SLOPES TO PREVENT PONDING. ANY DISCREPANCIES 6. DURING UTILITY CONSTRUCTION, ALL WATER PUMPED FROM THE EXCAVATED TRENCH SHALL BE DIRECTED TO A TEMPORARY SEDIMENT TRAP. THE SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY IN WRITING. CONTRACTOR IS STRICTLY PROHIBITED FROM USING PROPOSED DRAINAGE AREAS IN TEMPORARY SEDIMENT TRAPS. ' 6. REINFORCED CONCRETE PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM SPECIFICATION C76 AND 7• CULVERT/PIPE OUTFALLS SHALL BE PROTECTED BY FLOATING SILT TURBIDITY BARRIER (OR APPROVED EQUAL) UNTIL DISTURBED AREAS ARE PERMANENTLY AASHTO DESIGNATION M170, WALL B. REINFORCED CONCRETE MANHOLES & CATCHBASINS SHALL BE STABILIZED. DRAWN BY: JG/DJN MANUFACTURED IN ACCORDANCE WITH ASTM SPECIFICATION C478 AND AASHTO DESIGNATION M199. ALL 8. ALL EROSION CONTROL MEASURES SHALL BE ROUTINELY INSPECTED, CLEANED AND REPAIRED REPLACED AS NECESSARY THROUGHOUT ALL PHASES OF CONCRETE PIPES AND STRUCTURES SHALL MEET THE LATEST MHD SPECIFICATIONS AND MUNICIPAL CONSTRUCTION. IN ADDITION, INSPECTION SHALL TAKE PLACE AFTER EACH RAINFALL EVENT. REQUIREMENTS. CONTRACTOR WILL USE CLASS V RCP PIPE FROM ALL 4" FRAME AND GRATE CATCH BASINS DESIGNED BY: TAP TO DRAIN MANHOLES. 9. ALL CATCH BASINS SHALL BE EQUIPPED WITH GAS/OIL HOODS AND ALL CATCH BASINS SHALL HAVE 4 FOOT SUMPS. STORMWATER WILL NOT BE ALLOWED TO FLOW INTO PROJECT AREA CATCH BASINS UNTIL THE NEW DRAINAGE IS INSTALLED AND THE SURFACE IS PERMANENTLY STABILIZED. 7. CORRUGATED POLYETHYLENE PIPE, HIGH DENSITY POLYETHELENE PIPE (HDPE) AND STRUCTURES SHALL CONFORM WITH AASHTO DESIGNATIONS M294 AND M252, SHALL BE MANUFACTURED WITH HIGH DENSITY 10. THE LOCATION OF STRAW BALE CHECK DAMS SHALL BE FIELD VERIFIED DURING SITE PREPARATION OPERATIONS BY THE CONTRACTOR. CHECKED BY: TAP POLYETHYLENE PLASTIC AND SHALL BE ADS N-12 PIPE AS MANUFACTURED BY ADVANCE DRAINAGE SYSTEM, 11 THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES ADDITIONAL EROSION CONTROL MEASURES FOR INSTALLATION AT THE DIRECTION OF THE ENGINEER, INC. OR HANCOR HI Q PIPE AS MANUFACTURED BY HANCOR, INC. OR APPROVED EQUAL UNLESS OTHERWISE THE CONSERVATION COMMISSION OR THE PLANNING BOARD TO MITIGATE ANY EMERGENCY CONDITION. UI o q NOTED OR DETAILED. HDPE PIPE MAY BE USED IN LIEU OF RCP PIPE WHEN THERE IS A MINIMUM OF 17" OF COVER TO FINISHED GRADE. 12. DISPOSAL OF ALL DEMOLISHED MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE OFF-SITE IN ACCORDANCE WITH ALL FEDERAL, 0 STATE AND LOCAL MUNICIPAL REQUIREMENTS. co N 8. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES 00 � AND STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND 13. THE AREA OR AREAS OF ENTRANCE AND EXIT TO AND FROM THE SITE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING ' WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED ON AS OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. ALL SEDIMENT, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED 00 CO o BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE IMMEDIATELY. ,, v VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR " " 14. THE CONTRACTOR SHALL BE AWARE THAT SOIL, GRADES AND WETLANDS PROXIMITY AT THIS SITE MAKE IT PARTICULARLY SUSCEPTIBLE TO SOIL EROSION MUST CONTACT THE APPROPRIATE UTILITY COMPANY. ANY GOVERNING PERMITTING AUTHORITY, AND DIG SAFE AND SENSITIVE TO ITS CONSEQUENCES. IT SHOULD BE NOTED THAT THE EROSION CONTROL MEASURES AS SHOWN ON THE DRAWINGS DEPICT THE MINIMUM O AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES AND ._x U REQUIRED CONTROL AND ARE REPRESENTATIVE OF A SINGLE STAGE OF CONSTRUCTION FOR EACH PHASE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES INTERFERING WITH THE PROPOSED THE SITING, RELOCATION AND AUGMENTATION OF EROSION CONTROL DEVICES AS THE PROJECT PROGRESSES AND SITE DRAINAGE CONDITIONS CHANGE. r p U CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION TAKEN BEFORE PROCEEDING WITH THE WORK. IT SHALL 4 o N z In BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH 15. THE CONTRACTOR SHALL ANTICIPATE AND MODIFY EROSION CONTROL MEASURES BASED ON PAST AND CURRENT WEATHER CONDITION, SEASON AND o J THE PROPOSED IMPROVEMENTS SHOWN ON THE PLAN. EXPECTED FUTURE CONSTRUCTION ACTIVITIES. < 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL POINTS AND 16. THE EROSION CONTROL SHOWN ON THE DRAWINGS SHALL ACT AS THE LIMITS OF DISTURBANCE AND THE LIMITS OF CLEARING; NO WORK SHALL OCCUR = W OUTSIDE THESE LIMITS. � > � 2 BENCHMARKS NECESSARY FOR THE WORK. PRIOR TO BEGINING CONSTRUCTION THE CONTRACTOR SHALL O 0 CONTACT THE DESIGN ENGINEER TO HAVE PERMANENT BENCHMARKS ESTABLISHED IN A SAFE AREA AWAY 17. THE CONTRACTOR SHALL MINIMIZE THE AREA OF DISTURBED SOIL EFFORTS SHALL BE MADE TO LIMIT THE TIME OF EXPOSURE OF DISTURBED AREAS. t� _ 3 FROM CONSTRUCTION ACTIVITIES. J 10. DOMESTIC WATER AND FIRE PROTECTION SERVICES SHALL BE INSTALLED WITH APPROPRIATELY SIZED GATE, 18. PRIOR TO INITIATION OF CONSTRUCTION ACTIVITIES AT THE SITE, THE CONTRACTOR SHALL ENGAGE AN INDIVIDUAL WITH SPECIFIC` PROFESSIONAL TRAINING Y) Q AND EXPERTISE IN EROSION AND SEDIMENT CONTROL THE EROSION CONTROL MONITOR SHALL PREPARE A WEEKLY REPORT WHICH SHALL BE KEPT ON BOX AND TEE FITTINGS. THE CONTRACTOR WILL INSTALL MATERIAL AS SPECIFIED BY THE MUNICIPAL WATER SITE AT ALL TIMES AND SHALL BE SHOWN TO LOCAL, STATE AND FEDERAL AGENTS UPON REQUEST. THIS REPORT SHALL INDICATE THE STATUS OF THE rz AND FIRE DEPARTMENTS. EROSION CONTROLS AND ANY MAINTENANCE REQUIRED AND PERFORMED. THIS REPORT SHALL CONFORM TO THE REQUIREMENTS OF THE EPA S NATIONAL Q POLLUTANT DISCHARGE EUMINATION SYSTEM (NPDES) PERMIT. m cn 11. TEST PITS WERE TAKEN FOR THE PURPOSE OF DESIGN AND SHOW CONDITIONS AT TEST LOCATIONS ONLY. o THEY DO NOT NECESSARILY SHOW THE NATURE OF ALL MATERIALS TO BE ENCOUNTERED DURING 19. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT TO BE PAVED OR OTHERWISE TREATED AS NOTED ON PLAN. o z CONSTRUCTION. V 20. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE MASSACHUSETTS EROSION AND SEDIMENT CONTROL 12. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY PERMITS AND/OR UTILITY GUIDELINES FOR URBAN AND SUBURBAN AREAS DATED MARCH 1997, THE ORDER OF CONDITIONS AND ALL MUNICIPAL REGULATIONS. W - N CONNECTION FEES REQUIRED TO CARRY OUT THE WORK OUTLINED BUT NOT LIMITED TO DEMOLITION. 21. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE COMMENCEMENT OF ANY SITE WORK OR EARTHWORK OPERATIONS, 13. DISPOSAL OF ALL DEMOLISHED MATERIALS IS THE RESPONSIBILTY OF THE CONTRACTOR AND MUST BE SHALL BE MAINTAINED DURING CONSTRUCTION, AND SHALL REMAIN IN PLACE UNTIL ALL SITE WORK IS COMPLETE AND GROUND COVER IS ESTABLISHED. OFF-SITE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL MUNICIPAL REQUIREMENTS. 22. ALL STORM WATER BMP's SHOULD BE MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR IN ACCORDANCE WITH THE MASSACHUSETTS STORM WATER MANAGEMENT HANDBOOK. w 14. THE CONTRACTOR SHALL PROTECT AND/OR CAP OFF ALL EXISTING ON-SITE UTILITY SERVICES. SERVICES SHALL BE CAPPED OFF WHERE SAME ENTER THE PERIMETER OF THE PROPERTY LINE AND CAP IN w ACCORDANCE WITH UTILITY PROVIDER REQUIREMENTS. � C/) - TOP OFF WITH CONCRETE PROPOSED BOLLARDS 15. ALL PIPE, FITTINGS, GRATES, FRAMES, AND COVERS IN RELATION TO SERVICE INSTALLATIONS OF ALL KINDS " GAL STEEL BAKElljNAMEL FIELD LOCATE NO MORE THAN ACCESSIBLE PARKING SIGN C� MUST BE OF THE SAME GRADE AND STANDARD AS USED BY THE CITY OF SALEM, DEPARTMENT OF PUBLIC 5 APART AT PARKING SPACES 1. 12 x18 , 5 TO BOTTOM OF SYMBOL INTERNATIONAL HANDICAP SYMBOL w WORKS(MATERIALS LIST AVAILABLE AT THE ENGINEERING OFFICE, DEPARTMENT OF PUBLIC WORKS AT ONE 210 SIMILAR TO 09EE503 SARGENT-SOWELL, AND EITHER SIDE OF RAMP) 2.�OCATED SO THAT IT CANNOT BE SALEM GREEN). - INC., GRAND PRARIE,�TEXAS OR APPROVED OBSCURED BY A CAR PARKED IN THE O w EQUAL SPACE. (2' BEHIND CURB OR 2' o BEHIND WALK, AS APPLICABLE) CONFORM TO LOCAL CODES. Z 16. A MINIMUM OF 18" VERTICAL CLEARANCE SHALL BE MAINTAINED WHERE WATER MAINS CROSS OVER SEWER " " 3.)PLACE ON BOLLARD W � U „ 6 0. PIPE RILLED WITH 4 X 4 STEEL TUBE WITH WE ED TOP ¢ LINE. MAINTAIN A MINIMUM OF 12 VERTICAL CLEARANCE BETWEEN WATER AND DRAIN CROSSINGS. CONCRETE (COLOR TO BE CAP ANCHORED 24" IN SOLID CONCRETE -e- �-' (� m DETERMINED BY ARCHITECT). w 17. WHERE SANITARY SEWERS CROSS WATER LINES, THE SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE w o OFF WITH CONCRETE CROWN OF THE SEWER IS AT LEAST EIGHTEEN INCHES BELOW THE INVERT OF THE WATER MAIN. IF THE R1N1SH GRADE ACCESSIBLE PARKING SPOT ( Q u w ELEVATION OF THE SEWER CANNOT BE VARIED TO MEET THIS REQUIREMENT. THE WATER MAIN SHALL BE " E.-, w o o RELOCATED TO PROVIDE THIS SEPARATION OR CONSTRUCTED WITH MECHANICAL JOINT PIPE FOR A DISTANCE _._.._. 0A STEEL " rR aRaF OF TEN FEET ON EACH SIDE OF THE SEWER. ONE FULL LENGTH OF WATER MAIN SHALL BE CENTERED OVER o 0 0 0 0 0 0 0 0 0 " o (18.97 /FT., 6.625 O.D.) � w = °' o°o°o°o°o o°o 0 0 0 I'3 0 ® 12 O.C. I FILLED WITH/3000 PSI CONCRETE ( i Nc:) THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IF MECHANICAL JOINT � o 0 0 0 0 0 0 c PIPE IS NOT USED THEN BOTH THE WATER MAIN AND SANITARY SEWER SHALL BE ENCASED IN CONCRETE o00000°000 o0o0000oc I I PAINTED W/PRIMER AND YELLOW PAINT i �. CC G = w � FOR A MINIMUM DISTANCE OF 10 FEET FROM THE CROSSING POINT OF THE OTHER PIPE AS MEASURED =__ _I _ uj I _ 4- 4 VERT. I I '-3 '� C� w 3 3 w NORMALLY FROM ALL POINTS ALONG THE PIPE. o _) I /� �_., W Q m o u) COAT WITH ASPHALT 18. PROPOSED GAS SERVICE LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL CONFIRM WITH THE BELOW GRADE I _� GAS COMPANY THAT GAS LINE INSTALLATION SHALL BE BY THE LOCAL GAS COMPANY. THE CONTRACTOR FINISHED GRADE w SHALL GIVE THE GAS COMPANY ADVANCE NOTICE OF WHEN THE GAS LINE CAN BE INSTALLED. THE = 4,000 P.S.I. AIR ENTRAINED o I FOR ALL EXCAVATION AND BACKFILL AND COMPACTION FOR THE GAS LINE. -I CONCRETE BASE �, < CONTRACTOR IS RESPONSIBLE � � ( � " I I to �ti \�, � a o .01 19. ALL GRAVITY SEWER PIPE SHALL BE POLYVINYL CHLORIDE PIPE (P.V.C.) S.D.R. 35 AND SHALL CONFORM WITH �o o _ �, 0 j j f°o 18" DIA. CONCRETE a •,o'�'" a ASTM-D3034 UNLESS NOTED OTHERWISE. _ _ �_ .;1 I I t� SIGN FOOTING z ' -III-II -II " A"o of II.o�o NOTE r�mcw� s PAW sL AUGUST 18, 2017 20. THE CONTRACTOR WILL COMPLY WITH CONSTRUCTION REQUIREMENTS IMPOSED BY THE CITY OF SALEM DPW, " 3 (rn°) " � CONFORM TO THE SiS SYMBOL PLANT SHkL D COMPACTED SUBGRADE 0 8 a PLANS AND PERMITS ISSUED ON THE PROJECT. 18 oT AND SYMBOL SHALL BE CENTERED IN THE STALL uSCALE: AS NOTED BOLLARD DETAIL JOB No. 15-189 NOT TO SCALE ACCESSIBLE PARKING SPACE LATEST REVISION: NOTE: PAINTING DETAIL DECEMBER 1 , 2017 FOR GENERAL SITE USE. FOR BOLLARDS ACCESSIBLE PARKING SIGN DETAIL NOT TO SCALE ASSOCIATED WITH THE BUILDING, REFER (NOT TO SCALE) DETAILS TO ARCHITECTURAL PLANS FOR SIZE & LOCATION. COPYRIGHT CQ BY MERRILL CORPORATION NO PART OF THIS DOCUMENT MAY BE REPRODUCED. STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS. ELECTRONIC. MECHANICAL. PHOTOCOPYING, RECORDING OR OTHERWISE. WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION WITH THE EXCEPTION OF ANY REGULATORY AUTHORITY WHICH MAY REPRODUCE IT IN CONJUNCTION WITH THE PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. ANY MODIFICATIONS MADE TO THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION SHALL RENDER IT UNUSABLE. SH •4