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PB_190 Bridge Street - Amendment R y YS �J wz� l a + �r �iYJ xi t tigs+4 K� i w "a r dLF} N i y. y • yA6x � tl )1 Ac rLx Yny., r4 ;'W' i rrL�y •'' vaF°i '^f"r..#i � 4. a Y a � Y'�IC$e��MS�'•�� A wtc3+w"u 4iif 4 1 iTIE t' M Vhh ew #,A&z . I ppc-:� �3 - fit I SERAFINI, SERAFINI, DARLING & CORRENTI, LLP ATTORNEYS AT LAW 63 FEDERAL STREET SALEM. MASSACHUSETTS 01970 JOHN R. SERAFINI. SR. TELEPHONE JOHN R. SERAFINI. JR. 978-744-0212 JOHN E. DARLING 761-581-2743 JOSEPH C. CORRENTI TELECOPIER 978-741-4683 O O July 3 , 2003 M M zo r M C-)m Hand-Deliveredz MI- CAD z Walter B. Power, III, Chairman o rn Salem PlanningBoard Z°° One Salem Green -1 Salem, MA 01970 R: Request to Amend Decision to Add a Maintenance Shed Site Plan Review Decision Issued to JPI Development LC And James V. D'Amico, Jr. 190 Bridge Street, Salem, Massachusetts Dear Mr. Power: Pursuant to Paragraph 2 , Amendments, of the Special Permit dated August 3 , 2000 issued by the City of Salem Planning Board, and subsequent to discussions with the City Planner, the Applicant, JPI , hereby requests that the Planning Board amend its decision so as to allow the existing maintenance shed along with the proposed accompanying landscaping and improvements to the shed as shown on the attached drawings submitted herewith. The Applicant and its representatives are pleased to appear before the Board to present the proposed plans. Thank you for your attention to this matter. 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EAST ELEVATION SOUTH ELEVATION 00 00 WE5T ELEVATION NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION 0® 00 - - - -' WE5T ELEVATION NORTH ELEVATION m------ -- - ------------------------------------------------------ EAST ELEVATION SOUTH ELEVATION �© WEST ELEVATION NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION Oil 0® 00 WEST ELEVATION NORTH ELEVATION 10---------------------m------------- -- - ---------------------------------------------------- EAST ELEVATION 5OUTH ELEVATION WE5T ELEVATION NORTH ELEVATION EAST ELEVATION 5OUTH ELEVATION ®® 00 ---------------------------------------------------- WE5T ELEVATION NORTH ELEVATION ----------------------- EA5T ELEVATION SOUTH ELEVATION WE5T ELEVATION NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION AE5T ELEVATION NORTH ELEVATION EAST ELEVATION 5OJTH ELEVATION W- W55TFLZVATION NORTH ELEVATION --- ----------=--------- -- EA57 ELEVA71ON SOUTH ELEVATION o® ----------- --=- ----------------- WEST ELEVATION NORTH ELEVATION - - ----------- ----------------------------------------------------------- EAST ELEVATION SOUTH ELEVATION WEST ELEVATION NORTH ELEVATION i EAST ELEVATION SOUTH ELEVATION WEST ELEVATION NORTH ELEVATION --------------------- EAST ELEVATION SOUTH ELEVATION �a WE5T ELEVATION NORTH ELEVATION EA57 ELEVATION SOUTH ELEVATION 00 ._____________________________ WE5T ELEVATION NORTH ELEVATION ------------------- EAST ELEVATION SOUTH ELEVATION �0 ®� M5T ELEVATION NORTH ELEVATION - - - - -- - - -- -- - - - _ - -- LUMINAIRE LOCATION SUMMARY LEGEND NOT FOR CONSTRUCTION NO. LABEL X Y Z ORIENT. TILT LIGHT POLE BASE REVEAL IN THESE PLANS WERE PREPARED FOR THE PURPOSE OF OBTAINING STATE 1 D 5791.5 6028 15.7 90 0 0 TYPE DESCRIPTION DETAILS QUANTITY AND LOCAL APPROVALS AND ARE NOT 2 D 5714.5 60505 15.7 90 0 0 - . . i I INTENDED TO 8 E USED AS CONSTRUCTION 3 D 5683.5 6047 15.7 0 0 0 4 D(K) 5714.5 6079 15.7 180 0 0 - . ALUMINUM POLE ALUMINUM POLE DOCUMENTS. 5 DCK) 5678,5 6136 15.7 0 0 0 2s' 2s 6 DCK) 5718 6193 15.7 0 0 0 A, SINGLE HEAD SHOEBOX LIGHT 6• REVEAL 1• REVEAL I I 7 DCK) 5637.5 6055 15.7 270 0 0 9 1 8 D(IO 5575 6047 15.7 90 0 0 AA FIXTURE WITH ALUMINUM POLE (LANDSCAPE (PAVED AREAS) . 9 D 5862.5 6031 15.7 270 0 0 U -T U -T AREAS) 11 ' 10 D 5958.5 6054 15.7 194.036 0 0 10A DCK) 5921.5 6056.5 12 20.225 0 0 SHOEBOX UGIT DETAIL FOR LANDSCAPE AREAS (TYPE A) SHOEBOX LIGHT DETAIL FOR PAVED AREAS E . - - ILLI KLL 10B D(K) 5939 6075.5 12 246.801 0 0 . it D 5988 6074 15.7 289.983 0 0 . 12 DCK) 6070.5 6120 15.7 315 0 0 . 13 DCK) 5843 6160.5 15.7 90 0 0 I . ' 14 DCK) 5903 156.5 15.7 90 0 0 ALUMINUM POLE 15 DCK) 5941 6206 15.7 90 0 0 B DOUBLE HEAD SHOEBOX LIGHT 6- REVEAL ' 8 + 16 DCK) 5907 6257 15.7 90 0 0 FIXTURE WITH ALUMINUM POLE 17 DCIV 5859 6252.5 15.7 90 0 0 . ( 18 DCK) 5823 6213.5 15.7 90 0 0 . U - F > I I 19 DCK) 6089 6164 15.7 85.236 0 - 0 SHOEBOX ucHT DETAIL (TYPE B) . 20 DCIV 6128.5 6205.5 15.7 90 0 0 IL%L ,� � �� 21 DCK) 6158 6247 15.7 90 - 0 0 . ACORN SHAPED LUMINAIRE BANNt72 ARM / '. / / 22 D<K> 61875 6300 15.7 90 0. 0 ASYMMETRICAL DISTRIBUTION . 23 DCIV 6074 6224 15.7 308.66 0 0 (TYPE °1) / 24 DCK) 6124 6294.5 15.7 316.219 0 •0 AUTHENTIC -SALEM LIGHT STANDARD /�/ . / . i / . . 25 DCK) 6051 626$.5 15.7 47.603 0 0 C WITH ACORN SHAPED LUMINAIRE 1s r CAST IRON POLE 3 � % i;. • 26 DCK) 6052 6327 15.7 234.866 0 0 FIXTURE, CAST IRON POLE, AND // / • 27 DCK) 5982 6325.5 15.7 34.186 0 0 ASYMMETRICAL (TYPE III) CITY of �1 SEAL % / 28 DCIV 5977 6383 15.7 90 0 0 DISTRIBUTION USH WITH PAVEMENT ,f r �, SALEM STANDARD LIGHT DETAIL (TYPE C) /' 29 D(K) 5957 6442 15.7 90 0 0 � / �/' 30 DCK) 5911 6472.5 12 90 0 0 wL: X,�� /�/� 30A D(K) 5885.5 6512 12 23.963 0 0 �� /jam/ // 31 DCK) 5$$9.5 6538.5 12 90 0 0 ACORN SHAPED LUMINAIRE BANNER ARM ASYMMETRICAL DISTRIBUTION 32 CCK> 5814 6501 12 - 306.254 0 0 (TYPE 111) �/` =� '� 33 CCK) 5758.5 6439.5 12 129.806 0 0 AUTHENTIC SALEM LIGHT STANDARD / • , �' I 34 Cw 5682 6385.5 12 310.601 0 0 WITH ACORN SHAPED LUMINAIRE CAST IRON POLE / t 1 1�1�' ` 35 C(K) 5632 : 6317 12 135 0 0 D FIXTURE, CAST IRON POLE, AND 15 r 10 .1� . i . 36 " CCK) 5577 6250.5 12 320.599 0 0 SYMMETRICAL (TYPE V) TM of SALEM � i / 37 CCK> 5943.5 6591.5 12 298.072 0 0 DISTRIBUTION FI_usH WITH PAVEMENT /r ./ 38 CCK) 6031 6636.5 12 291.801 0 0 /// .,/ / . - . 39 CCK) 6082 6694.5 12 318.652 0 0 SALEM STANDARD LIGHT DETAIL(TYPE C) /�/ �i // 40 C<K) 6168 6731 12 125.538 0 0 j /// / ' 41 CW 6229. 6799.5 12 310.101 0 0 ACORN SHAPED LUMINAIRE 42 D<K) 6293.5 6839 12 90 O O ASYMMETRICAL IIEITRICAL DISTRIBUTION //'/�/ /// =// . 42A DCK) 6281.5 6810 12 90 0 0 ) / ; � 42B DCK) 63085 6809.5 12 90 0 0 ALTERNATIVE SALEM LIGHT STANDARD , / // / 43 DCK> 6329 6844 12 90 0 0 C K WITH ACORN SHAPED LUMINAIRE ALUMINUM POLE 11 / r / t2o• 44 Dw 6310 6764.5 15.7 90 0 0 O FIXTURE, ALUMINUM POLE, AND j //. /�// r ASYMMETRICAL TYPE III Z,/ '`9 45 D<K) 6279 6714 15.7 90 0 0 ) o usH NTH PAVEMENT , / ,r / 46 II(K) 6295.5 6630 . 15.7 348.69 - 0 0 DISTRIBUTION / / /� - :� ,// 47 D<K> 6277.5 6547.5 15.7 345.069 0 0 ALTERNATIVE PSALEM,�sARE STANDARD LIGHT�K,�TAn. / / ,. . 48 DCK) 6255.5 6485 15.7 84.806 0 0 w>s / f / ' 49 DCK) 6245.5 6421.5 15.7 345.964 0 0 N LUMINAIRE . / / / . / . ACORN SHAPED LUMINAIRE COR SHAPED LU N RE / . . 50 D(K) 6228 • - 6353.5 15.7 345.256 0 0 SYMMETRICAL DISTRIBUTION SYMMETRICAL DISTRIBUTION . / /. /� / . 51 D 6422.5 6136 15.7 • 17.896 0 0 (TYPE h (� V) . / �/ - 52 C 6464.5 6176 15.7 198.153 0 0 ALTERNATIVE SALEM LIGHT STANDARD „ . J / I . 53 D 6398.5 6205 15.7 16.976 0 O WITH ACORN SHAPED LUMINAIRE ALUMINUM POLE ALUMINUM POLE A7 ne u u u 1, ne be a6 n3 / /! / . D(K) FIXTURE, ALUMINUM POLE, AND 1s.r t 12.0• 31 10 . 54 C 6433.5 • 6266 15.7 197.949 0 0 SYMMETRICAL (TYPE V) a6 r►! Lo f3/i7 Le .Ls is. Ls u ne a�> a• a to no nofaoao 55 D 6369 6284 15.7 16.645 0 0 (15.7 POLES) . (PEDESTRIAN .� '/ � . 56 C 6403 6347 15.7 " 190.008 0 0 DISTRIBUTION o USH WITH PAVEMENT p USH WITH PAVEMENT AREAS ba Un9 u u'.L x3 -1 &4;43! u // X42 a .a no ,>�d�' e/Al nolno n��ao no ao no L I a n2 a ow$ t2 '0 to-'A pi I a.� u n7 ac ja, QV a nyj ao/no/ao /no no no\A no no ao no no 57 D 6348.5 6378.5 15.7 9O O O ALTERNATIVE SALEM STANDARD LIGHT DETAIL(TYPE D(K)) ALTERNATIVE SALEM STANDARD LIGHT DETAIL 12 POLES) \ / 1 58 DCK> 6418 6404.5 15.7 142.028 O O ILLL FOR PEDESTRIAN AREAS TYPED a nz n3 as LA Z7 a7� ��\2s L9 be 03 a2 a a ,� / ad ao ao bo o ao ao no ao no no ao . ( (K)) % - .n , t r' 58A DCK) 6408 6450 15.7 318.504 0. 0 12, Ku al u n2 n, nl n9/u/12 V i ;:�iEIU 2. 22 1% L3 n9//a �o f_no1no ao no ao o°o� no no no no no no no 59 . A. 6502 6587.5 0 167 0 6 5 1/4- EDGE OF oA a a a az n3pt / / zs za . JZo �7ri�a "/u n3 t2 a /;i /w ,ao ego v U no no; -no no no no ao no 'no 8 7/8' CONCRETE FOOTING be a a . a a u2 ♦ LB 22 1.1�1L3 119 no rno no Oo ao ao �o ao no na ao. no na no60 AA 6434 6528.5 20 351 0 6 . I ALUMINUM BOLLARD LIGHT EDGE OF STEEL IT4 �--gL�"--•��3.a /.l� i��f j ,�,, %60A AA 6459 6664.5 20 351.957 0 6 oA bo el a 7 I no \ . BOLLARD LIGHT 8 1 2' BOLT a a a a4 ns Ls L L to L9 pal Le ,/ nb u u ql a6 bB ao bo bo bo bA bo61 A 6539 6476 18 115 0 6 / fF' . 62 A 6515 6548 18 '2$].354 O (j IPIM CIRCLE; SURFACE MOUNTED he• CONCRETE / \ \ !WITH FOUR 3/8-X10-X2- 81/2. Ota ..�e..fPAVEMENT 14 oA ao u a a a n2 .a3 n3 L3 u Ls u ,Jb i�s. y 1�3 � //�/ t %i !sr- a•k it o� a 0 -no no no no no no no E BOLLARD LIGHT ZINC PLATED L HOOKS A • ,'; 'r.. ao "bo a u a n2 .n3 n4 u bs n7 ne U u L3 u Taj/�' ;Ib/Lz / / ! oe 't .a no no ao no no no no ao 63 A 6171 6720 2 252 0 6 / / f! (' ! / ! j =r'm,,. ( s .•c. J 1 � 64 B 5975 6513.5 20 113499 • 0 6 r j: to bb ao a a a 112 n4 n7' ns n n, ae ns w bB Lo 13 � J 4 n9 /j I 1 a j -•,•t b¢ az`n1 ai„ to no no. U as U U ; R 8 9 5�. i ! /! / 64A B 6070 6562 20 124.38 0 6 t'-t 5/8' 10, r oA no no a a a tI n2 �B to 12 Ls >5 bs as n, nc 7 ne n9 n! / 9 a9 ne ; ! f / �-] 4 az its i a`� no no ao�,�'"n�o�no no 65 B 6136 6631 20 140 0 • 6 BOLLARD UGHT DETAIL(TYPE E) -- / � 66 A 6163.5 6487.5 20 159.59 0 6 srcTloN A-A Ku BOLT CIRCLE BASE PLAN no no no oA a u u a a3/Eu �� u as ,4 es a6 w xs = a7 ne ne ne o;9 r a7 1 !r� f �I ca�' Ilni ax nz i�=y -ae�`ao ao no no no no no -J/ t ,t bo bo uo bo a ul a bz b3 Lq Ls L9 u , u, u4 ! 0.7�a7 a7 a7 TIS 1! J` t 1 :nt ' o;,I" b3 aZ 1A� �0 ao a0 ae a0 a0 no 67 A 6061.5 6425 20 118 0 6 ,.�' 63 ,; W f 1/ t 1 1 L_,, i j / .t, ;.,. 68 B 5832 6417 20 129.806 0 6t o no' uo ao ao a a o2 e2 n, ,z3 1 �_�••-�s•..�o� �.,� z&I. 7; as_ n, n, ns aT�1� �qA n! ne' 's ns a `~�d,j n4 a3,�nx pa n:.,-�a�-do no ao no no ao no / J "•-• C�, tr ) i 1 / , V' 7 3/1/02 TYPE C ACORN FIXTURES ARE USED ONLY i2• ,,,_ fel •_,c, , s / 69 B 5875.5 6368 20 126.87 0 6 ao to oA ao no bo a a b3 7 aa/hc�11 14" 2x a4a7 `ss 20 fA of �'`"ns nc u9 fie. 7 Jf 1 1 u !n n, ax /no; no ao ao no ao no ao ao ALONG RESIDENCE SIDE of HOWARD ST . / \ J r ,j � t•I j(_ , t � =•,u3 ! �' f ° EXT AND BIKE PATH, ALL ELSE TYPE D 70 B 5784 6287 20 126.384 0 6 uo bo ao no ao no no a a U b3/ a4 >r,9/ae n7 bqJ u u 1A 2nf 89 ns!/�s /i7 "^ 1 a j"' .1 ors ac 1a• a, oR u ; uo ao to no no uo ao MovED ucH OFF �}{�gIKE PATH AS PER 71 B 5742 . 6337.5 20 128.66 0 6 oA no no bo no oA ao u .u a b2 w + �14►� 1(,� f 4, t r � r 1 7 >~ r I � ; CHAPTER 91�CENSE P1ANs 1CCi, � a7 ns .a6 be u Is a9 nes >a o; a7 alt oc f•/ r, ; i u u ( nt• 4 1a 1 11 n9 oa I as a % no ao to to to oA to to REDUCED WATTAGE OF ALL SHOEBOX 72 " B 5657.5 6249.5 20 128 0 6 / 1 1 ' i j' ,} I - 1'-- ' LIGHTS FROM 400w To 25ow bo DA ne bo m ao bo no a a a b.3 b4 Lo/ 1A u n3 nc n7- ae 13 LS 12 bs b3 us,a7 A lac t / t �,�_ � La� 2s a4 as Ls nr au no� as no eA no no ao no REDUCED FOOTCANDLES AT PROPERTY 73 A 5592 6135.5 20 180 0 6 r/ `1j ' ' ' OA U w u no u9 u U AI ut b2 b3 b7 b7. b9 bd L2 . 27 23 f] D6 a1 uI +� f j UNE NEAR TOWNHOME 9 t� T1s f e? Z W as Pa��y A� ib 1s t0a 02 �± DA �o ao ao Ao no no DA no ADDED ILLUMINATION FROM THE BUILDING 74 AA 5496.35 6104 20 0 0 1 / i j / } /-r Ou ,1 ;` ENTRANCES AND SIGN,LIGHTS 75 C(K) 5530 6199 12 133.152 . • 0 0. -----d no >u no »a bo to bA ni .a a n3 n4 n, ne u u ?a ss "27 Ls n9 n7 bjs n7 aeIi ; a t• I aA L7 a_ III n� u I. .no no no eo no no ao no ee.�� i f f , ADDED FORWARD THROW SHIELDS TO . bo Od Qo bA ao ao bo a 04 b2 OA V)38, to u n9 to u 2.s..-L6, 3.4 U Zs L9 t2 '7 .' n7 ns 0.¢1 ` a a 118 %9 s.3 L3,r 4\b� u a no ti no ao ao ao ao no no SHOEBOX LIGHTS 60. 60A AND 74 - r \ { !f / I 1 \ \ RELOCATED LIGHTS 10, 38, 57, 58. 59, so m OA ao a a a a a nt a of a• ��IL• Ls L a! Lt u 9t est E2 Lt 2a Lt n ac t pe 0 r; I a/ j R08 Ls 23 2s a I" Opt \a a a Do to to no .uo no to 00 62. 64, AND 65 u ao bo ao a a a a na u /t l� ba - ;;1 � / fjj % ADDED.SHOEBOX LIGHTS 60A AND 64A °"-�"' b2 01,. be n7 n9 L+ 27 9e \ 9� 22 u! n7 Ott I=-i u 46 1 r b a U L3 2s L+4/ne u\i0 a a. bo\ as bo 0o ao bo bo bB bo AND ACORN LIGHT 58A LUMINAIRE SCHEDULE . no no a ut a a u n2 03 nH n1 2s M U a7 a7 n9 1.3 u 23 r L9 L of Z.�4b "1 r ti%It..lNNIG ON u �u i�il j r t b�t a�1 �' � as 11 3t 7' L3 n9 ,A, 02 u a OA oA ao oA oA a0 a0 R p $HOEBOX POLE HEIGHTS FROM 1 t `,-' --._' >� 2 fro/- �4 FLOORS, 4S UNIIT., � jj 1no a a a a a uz a2 ns bs U D2 72 ob a6 a• a6 n7 oA Lo 12 Lf L3/27 %9 u U U tS 3 r j ob r n7+ � III a6 'a7 Lo 'L7 21 u aO a3• a u oA u u to u .ao aeSYMBOL QTY LABEL ARRANGEMENT LUMENS LLF DESCRIPTION ; �� , / i; ; ( �j�� ._____; -��� °'�. _ s 1/,s/o2 UCED PMLE HEIGHTS IN PEDESTRIAN �fAREAS 15, a a a a bz 02 b i ba , b3 L'�j�J(] n9 Ob n1 n4 b3 bb bA ne u L9 L7 Lo Lo Le a9 bb b3 n4 / a3 a7 �16 f1 j a 'Uuti .: a7 Lo u 33 '�75 2!•••.]� a o2 Eyl: u a,no ao oA oA no no oA a0 0 7 A SINGLE 20500 0.723 P P i Al1-250M -I u a a a2 n3 n• n4 a3 w/a/s D;U n7 n3 as n4 a• nc n7 L2 u 28 %4 '2.3� 11 b9 ob n! n. o2/� ,1 ` n9 1 1 1, f i a nc ne u 'dl•,., •5� I % \ 5 6/15/01 BLUE OOT SUBMITTAL1 >x+ 03�19s r x,,.,,82, u u no oA to to to to to a a a a3 eA ac c n7 p$/>A �a a6 a4 a, n4 a4 ns 47 Lo L7 L2 u .u7 U. a• a3 j j j j ! r `� / \ bt 1 As bs >, 26 2b 2B Le L2 be a9 4 u a bA bo bo U no .ao uo to . , 1 3 AA SINGLE. 20500 0.723 PAPPI AUT-250MH-FF , I 11/ 1 ° j ti- t % a 5/11/01 REVISED Pt SUBMITTAL no a a a2 a• be nc 167, n6 ns o,6 as U a6 n7 a! u 2b 'd3 P�b� 39 'd3 L9 L n7 ns n4 n7 4 bi- J n7 a7 0��1 I f 4 c ne Ls X7 J7 u L7 L7 u U b;6�,,_Ve 1p ` o no no no no no oA $ 8 B BACK-BACK 20500 0.723 PAPPI #AUT-2 M -III- win ,i' f / j > .--k :, 3 , 601 P1 SUBMITTAL ao be u a nz a, 7 ne L3. u os n7 AS a6 ob ne n9 a9 u L9 36 x9 ae 32 1b n9 Ob 03 n, ns/a2 .a1 n,/nx I ' �"v n9 Lo Ls u U L7 -'a nl o� no no no no no no oA / �.�'��� ,,�/� ����.rt 1 Q 14 C / C(K) SINGLE . 14000 0.723 KING #K134-EAR-n-175MH no a a a 02 n3 n9 n9' 12� 1a_ t4 u n9 u n9 n9 L2 u L3 u9 /'"• "'/" "3 >,3 $3 L9 u TIB n7 n, n3 n3 a, A2 1 J n7 n� j 1 j !a � " L7 L9 21 L3 1i 2A A623A a n9 a3 OJ \u u L1 oA OA oA ae n0 31 / 1 r r DQ( ( i I` _ / ,t� 2 11/30/00 DD2 SUBMITTAL . bA nl a a a7 u 19 >; L3 12 .>z L• 1.7 3i 32 L4 n4 u 22 U a is L2 n7 n, a4 TIS ne of A3 1 ae 1 J a 9 33 13 9• 9 29 33 26 L3 ne 0.! a a0 0-0 a0 a0 n0 A 51 D / D(K) SINGLE - 14000 0.723 . KING #K134-EAR-V-175MH / �. t A, 13 r f 1 .. , . r A60 \ no bB a b2 n4 bs n✓ys' L3 t 1�4 u 7 20 20 2x ao ,2 L3 n3 n• .ne Le z2 1s ae n! ° a+ a n4 nc. Ls.11 �' =off n7 n7(Jt / /fi no a j(f_ '' aA s as las 29 u Ls fA a9 n4 ne ns .D� a oA ao no no ao ao 1 11/17/00 DD1 PROGRESS SETe 14 E SINGLE 5184 0.723 KIM SL3170MH 120 BL/P. ,; �, a n2 u n, 07 / }}.9 (2e ad ojs'`is ss i 11 ob w n. 11 Lo nc e3 n, o,\n3 bA bA n7 t. • n� w n61 06 rD� f n2 �7A 7.9 '49 �3 u 1 11 u Ls w ne n9 e. ns n3 u no ao no no no no - 1 \ _. Qp l f . �,�' ` \ No. Date DeaMptfon U a a n2 ,�s' 14 v b %l L9 N u �{2 2s a4 sa s U u Lo as as n7 .ns n• na o ,-U t t ns oa oA 2z/ 2fi Le u n n7 e 1 ea 9 ac a9 23 it•-TA n9 w u 12 Lo Ls L7 1s m a no no no ao no no � » a a a b�C1�33 s \ ` \ : - � j{ I . *NOTE: THE DIFFERENCE BETWEEN THE AUTHENTIC "CAND D SALEM STANDARD LIGHTS AND ALTERNATIVE no a a n2. a3 n4 bt/ a u 1a--14-49 u 1� L7\ L9 zs a�, s3 26 2f L9 og .n6 n6 a� .n+ a1.�3'� 3 09 u 12 as +•-w_a6 0,9 ns � ne /i4 .7 > »<e U is 20 L9 .n9 u w ue U Ls a .a9 26 scene ns'tO a u a no no no no eA � Revision a a a a \/' \ \ \ J. / '`_-- . (� }f{�,Q! f (jJJ, f (/_ '1->;t/l, ` S C(K). AND D(K) LIGHTS ARE 'THE POLES.. NOT THE FIXTURES. no ao a a a b2 03 / ae u 12 u U u \�7 LB N\ 22 a4 as/24 u t3 n9 n7 w ns n• ay� ns 0.t b4 n4 US n7 u A /e7;6?2 L9 n7 b di,,, tP09, 7� U! 7 Q i r 7j U Lo n9 u9 1J u u 29 ��, "" ,Xt A6 $L.` �A, a no ao no�A ao ` bA b0 u a ba a3 03 n 2s /a7 ne to 13 LS u L3 `9s Ls \L7 26 20 t3 lz a9 bs Ob n3 ny6a as n4 as n4 a• ns u 2,'JZ9 2A 19!"' a3 TIS r1.t � f �n4 1 �bA a a7 ne u9 9 1 L7 36 7b�t 36�$3 L� "\alb n0 �p/pA 'n0 be n0 n0 n0 . no oA u a a n4 u3 x7 as n7 n7 ae u L2`L2�1a u Ls\\2o U Ls� ,U L7 L3 Lo to-n7 bs Wb a+ a+ n. u bB ne as a• t7 L7 26/L L9 'sue,,u TIB U. 0 � ! f j a, i.... 9/fib/u n7 ae� ne u ��6�0�` \u'i ao no no no as ao oA no oA no u a a2 b2 U .. is /n3 n ns n7 a9 Ls 1a u \ n� Lo 1A L3a 1 s\ L, 1A u 1A ne\t c. / \ 1' / // If / ,�° //1A/ \ D `,.tcse ne n3 n7 n7 be u L7 to b3 a, n7 u > r l n7�If c Q j ( °' 58A i�to n9 ne �nsrba as t }r,vL�� _ , �o% no no no ao ao no ao ao Orawrt By Designed By Checked By Approved By bo no a a a n+ n7 jo's nc as 7 u Lo fa a. 2e �I a9/a\� u La LI L2 La Ls� Poi ne n�.\ n7 06 as n7 Lo 1z 2s' 2s ne ns n. �s�ps�'n, %4--,! j 7 .oc!" � / I ac ne n. /1s n9 a9 9 ne�`o�V�,�b � � no noj no no no uD no no no no --- cij �y/ `/ /// I f // co \ / \ NOTES ao bo a a u n2 am, bB u LB 'li i2 L2 L2 L3 L3 L2 U 12 u L3/L2 n9 n9 ae Ike�9 u Lz 12 2t '�t��4 u Lo D4' 0.3 n2 nz a2 1.„p2 !. 1 9 ae ne ae u9 a! n! n9 �, . / / �` 1 j n p �d '1../ w�ro1' a to .>ro o^ ao ao no no no no no � na no a a a ez n, u 'U u 19 3s s6 Cve� w 9 29 2A is >w u 13 u u utl\Lo finq nq oil es n9 13 L7 as �s�� A� ins/oa az u u e/ _ 9 , / ; jae u W /U, n9 n9 l �,.-•a"l,.V.a a no°w1a 14 oA �o no om ao no ao �N OF Mqs 1. POLES ALONG THE BYPASS ROAD WILL NOT BE ao oA a a w n2 a3 u / ns a7 9 U 29 aB 7P/ /r;2 153 s2 23 Ls u ti i�\n9 n9 a6` TIB uA a7 ae n9 12 u 79 22\1T, n3 02 u a ' �9 j= the u 1�/,f19 a9 n9 TIB. `'u u no to� � ne uo no `no no nm no uo 000 � - �� SqC INSTALLED UNTIL COORDINATED WITH MHD i / � \ /� I 1 t T t � �" / c� yc . - •bo ao a a ba a4 a7 b3 bb - n7 to a 29 . E8/7A ss 9,0 20 Ls >4 Lf Ls Lo�Ik4 n7 a7 % O.b\ue be bs TIB n! fll Ls 1G! b2 a a b3 ,ns :08 t - t oA of/ ..Lt u �8 :,.T.t.�a a a op oA�ao oA ao bA oA n0 no oA uo no .S �HN J. fi . ./ 2. LUMINAIRE MOUNTING HEIGHTS ARE NOTED IN THE no bo bo a n ns a3 �Y ac a nc n7 n7 a7 a! 22/as >!7 27 a2 L7 L7 3z 3+ZsLo \tie a7 aB\�. Q9 G4 Le ns a7 ''•y. ilry I eTl ! �! ! f e8 9/u u Lo� `' i\a7 f✓�, C' u a atm-141 ao OAS n0 ao no no no ne no no uo CtV1L cabo no bo a u3 a� 3 ,//d' es ns as ne n9 n7 a u a7 az u u 23 2B s3 ofL3 Lf\a! n9 fA >, \ La\ n9 l/ne n9 ;n6 e, ns nc j 9 AM L2 L9 Lo Lo \ �oec n, n4 �nj4 oa b00 _3.-e�°uJno �o ao� ao no no no no ao no ao no ` Na 36504 LUMINAIRE LOCATION CHART, DENOTED BY THE . ,�4/B O tip .AAAa a n3 n4. U 7 bs n7 ns 1A u n7 • a( n6 L4 2: Le Ls 22 3AA�e% B 2s Ls >z 1A L6 ��\u n9 u9 ED I aB aB 1 7 .ae a 1A fA a n9 n9/ Sb n4 a• a a uo U U U ae n0 U U U bA C �VZ COORDIN TE /b', / / :, ; _ ��s 1E �, % . • - bA bo OA a a n2 n3 9'' u9 TIB u >a is 3.4 22 n9 �a4 a7 L2 Ls L7 2B t.• S3 .3 29 u Lt n9 qr�Lo n9 n9 nA n9\n9 Lo / ! u8 n9 u Fb.<DING TIA10fr.a8 n7,/0.6,�A n7! aS ul D7 nc a Q'D u Lo L2 a9 n7 n3 n4 goon, , n3 nz 03/Af 40 DA n0 ao n0 oA a0 ao no oA ` 3. PHOTOMETRICS INCLUDE AN ESTIMATE FOR THE LIGHT / //b' \ \ \ FI_i� I?S, c;5 ;a�ITa > ;D(to5q;¢J // fr'l ' r I bo no bo bo a a n2 b.3 n6 n nc ae L2 LB 32 u 2s a9 ne u9 u U 13 22 2e 53/0 7.7 33 24 13 u n9 be n7\b8 oe a9 \ a9/ / bB W �IA4as I n7 a9 D�SIILO u a7 06 n3 03 n. u3 u a a a0 a0 n0 u0 ao aD a0 . ZJt- LEVELS PROJECTED FROM BUILDING ENTRANCES AND SIGNS. \ . �. ,N )'®� w l I 'S,� >to bb' no aaabz a• 2, iz a3 a3 ns bB >z 20 3.b S9. 02 '39 28 L9 u 12 -u 'u9 n9 L7 29 ss 27 LS u b! TIB n9 ne A� a9 n9 n9 9 a /a7 ne ne b./ n7 as - - u6 n i ae Lo n9 ) 6.e2 n7 n7 a3 nt n2 a a a0 u0 no 0.0 uo u0 ,�7,� \,\ f-�. ' 1 xt` ` \ PHOT ETRI S BY: SPEC-ONES U bA ne a a a n2 nz n L2 a o3 ba 13 31 00/��' `�'"" Isa ss 23 Ls L3 >A ms L2 30 3a L3 Le u as n7 ne/67 ns a eco Lo u 9 1�\ P6� rn7+,, ! nc L7!ne '97 ' ar bs u Lo n1t/n9 n7 OA ba b2 bz a a a OA no no to CL no bo bo ao a a 02 03 W nc/ ns 03 n9 Ls 27 3.t. Ea 73 L7 29 20 LS 1.6 Ls Ll �.3 ns u u 13 ns n7 n7 n6 7/n7�i aB Ll u D.9�\ L2` '/•w Lo 49 G7%9 n9 n7 016 n6 I /f U J / n6 u n6'\n� a! fA Lz�„Ll 08 n4 0.3 n2 u u a n0 u0 u0 - . � bo ao bo no a a at as n, at C\113 j M35 bb ds a7 u! '4s 36 0.• 2a 23 Lt L7 si 2a /// as bb u! Lb 0.9 a7 .a7 a6 /ns n7 1�1 u a9 \1l O� \� t<' u ,0�.9`f,-,",, J1 /'b.!%�'at,,bW ii�•Lo,`n`,I .,!�I j 1 1 ns/w u k7% A ne ne u ,Ia fA n, w n2 U a a no _ . •• bA no bA a a a nz b: u 9,• a, nc ba ns ns n3 03/as Ls a7 3.o u u 22 ao s,. 2s ,x7 11.0 as ne n9 n9 ne ns n7 ����""/a7/u7 ns /�L, ae a9 .7.f 7�\fA.�Lo`'e!� n9 Lo Ll ``.,J],q' n! n! u L3/1E a1. f',�.4�es��j�.6 1/1 01 n• a, b.�l'p7`n7 ne u Lo u n. a, na n2 u a d• u bo u 'a n; a a .n.. bb ne nc/ 7 a9 ne os/n4 a6 13 L9 u u 22 ac a! A 1L9 u u n9 ns ne ne AB o2I b� n7 n9 t. \e� n9 Lo`\Lo ,t• u io` I " 4 ?1 Lo Lo y L8�2Bq�L36~ Il! ,b.3 n4 ab bb \7 aey n9'3 n, n. n3 az a u no . - / I �`.�`\.` `�`a: / /!�; ! f �, . .R I Z Z O I bo bo uo ao u a w n3 n7/l3. n7 n7 >P LBk b6 n. b6 u L4 .LB a2 ><2 Es sA ss x7 Ls Lo n9 ae. n7 n7 Int n7 . 9 a9 "9A�� u `Lg LI`\7� >s L1 S, u to n9 1A Ito Lof n! AlEe J n3/ as a. �p� `ne os a9 iiL ns ns a, a2 a u a I / /� I \ �,; � /t ! 1 , °bn.�.. ,� � ASSOCIATES 0iC:k no TIB 4o bo 9b lk bt ba bA bus bs 9 >A >P 2a is O.e bs n7 u LB L7 26 32 Sa •d4 2a 116 La So to D.��n7 n7 a n9 9 U 12\U u L•.\12� 7\u L9 L2 12 1A n9 1X' U 19 u8/ ! Ob u3 a, ac TIB n9\ ! LIQn9 tl\ a3 n• n3 0.i n2 41 a i� � l� /, / \ \\ `\� , / / /• j �, .-•::" , n A TETRA TECH COMPANY o no ao u bo a a n3 ns ns 7 1a 13 26 "eb 3b/22 L3 L9 a9 n! n9•`U L4 a.9 2s Ls 11.1 . U U u 1A bB ne Il 1a Lo u >3��a s \L3 L2 .1\2 t3�U �L3 L3 u u �u n9j�n7 r f jf !/ / w n3 :� \ n9I n7 •�eft4tt n4 u2 a a no . no ao U a . a b2 I �' 63. n7 u 9 2� 117. >;a c4s a2 3o v L, aA a1 L7 1¢ Lz 10.9 O! �I.,� �0_saJ bA�DCIQ1160_\e 9 u 1s L1 `u��1`2 L2�u• 1:`1� 18 u 13 ,O L2 Ao n7 / . / / f ba ea :r"n�En7�li7n. .ex US w n2 n2 a• a no One Grant Street . CD �Y /' ~J / -I, 508.903.2000 e \ Qua { / E ..`,�� �!�• \\ . C , •,` / / ,.-+ :..0 � r� U,1.11 as a3 ba a a a 40 bA a a a 0.i 21/a 7 ,bb u 22. it S2 t2 �tY'46 #a 30 1b w+ w• » �� .c Lo ' n9 L3 Lt "fa 9 \1A U 12 t A 13 It, 1z .L2 L3 L3 11 ! 0.7 a4 : Cb a ' M \/ \ '. c`• _ .� , `\ \\f \\ / , .` / r1, \ N � Framingham,MA 01701.9005 OA bo a bt 0.3 L9 \a'�/�a3 u u 24 39 D2 2,7 U 20 13 a! 0 I n6- 9 a9 . 11 X. `\If as a \to u u /I3/u`\; 12`•1.9 ,L8 ��� �s�. 77 /%' , n 1, �.¢ t,% ne 12 ,b19 n7 n3 a3 41 a a ae WWW.rIZZo:COm ato a a a a3 . t es �b3 n3 a• n4 0.9/aB u 23 s• 33 19 L+ a9 a7 U�Ul tf.9 u 1L! 9�71�/ X `C : \a' " /DV�% �/2[�Wy {\L4 )A L3 V U lq, 9 b8 u6 �.� 0 / / a3'_" �+ tiLB u8 D�Au Li`i Lt n3 n9 a2 a a u0 �,z'0 n - no 19 b2 ba. nc X%u n. nz nz ,a2 a, 1A 2, - a 7�= In7 ac ac`ns n9 1 // /i r:�'` ^ ..'y1A ilA n9 n9�' _.. /Lo�7uA 1.6 1T6//1L.31 u u 41,/ Lf 1\,be\�n7 ,(, : a3 n� 11 A7 B�b8v�3 Ll�;16 a, n3 a2 a2 a u rY�� a a nz a, as A>t w n n3 u2 / u9 nt I u6 a7 0 7 b6 fo--is L3 L� /L4 FU) \ / 1# !! Lz ne ur ' L. fA 12 /L2 L2 L2 L3 ` ` 1. / J - i : : 11 i i r= r :_?c* L ,�� n7 �d a6 .'I-, 02 t� = J.R� .9 Q u L4 n3 n+ n3 a2 a a bo -� ' _ _ €""r'I,.o ,>iA LP( % tis 4 FLOORS. bb U€ !TS n9 u u u u t2/u IV h L / r , � i\\ a a b 3 b3 ba 0; b4 $a ai I bJ a7 A9 a! .be n9 e9 , L4 is tw D n7 ob t n6 n3 DA b1N u u Lo;N nc b3 n4 n2 a u a //CgC375 1I I i� I ( t,i� ,Yr•'rr �,z/�( \ / j �s c!fr.' } ` f / ''L0� 1 1. 1-11 a b2 a3 a LP a3 a7 03 Q� 2 I at :a7 0o U - 6 a7 n7 ae ist Tq •r /n 1A, n9 a9 a7 ae n9 u U u u L2 lu 3 4 n7 ob!u -\ _ / 03 a3` \ue ;n� ��Lo Lo u %a3 n4 a3 w a2 u u ' 1�' f jj \ \ t tt r \ a a2 >o ° / ,a4 a a n6 (n! ni Ott U 'b6 ne o8;ns as 1s ne n � • 1A At b9\n7 n6 ( n9 ] u fa 12/1Z U a9 1, f u bar o3 \\\� ;,`�l//��i�` n3 aiL r tiA7t'n ,`✓ys a9 n7 7 ) 11 • n• a2 a a ao '1 Project Title '0 - bz ns be o!a, a3 n7 n3 u u L3 �'1\ ai b6 n6 47€I TIB 6 U, aB n9 n7 a6 0:8,1 \ J ' f \' W ` '� �' 1 1 -'' ,\\ ,+ ,',/'' __A? L2 Ls u n9 u ns \ \ n3 UO 0 " /\ a2 a2 bo al; bz bz b3 ns Le 1:9'�S .,, n. Abe n7 Dib ?�.j 116 a9 !"•'1C9 f4 be /� U'• u a7 Os n• \\ `\` �.,`,`� _ b3 a+l ., n6 n�A ,x`gae u7 D�B•,�l3 as a4 bx a a ••'bo ' �� - 1-1 \ ' � ' I i I i / >_ - � U �`\., \%4 y \9 ,IftQ / �..- Jefferson at L \\�\\ a bo a0'a3 a b2 b2 n3 a, n6 >s 'dt A �•'• ��_ a9 in9 n! » T '~>r� aB n99 a9 a n9 L2 u n9 TIB 1A u u TIB a7 n4 --' Salem Station \, I : , ,j n3/ nx_�w b3 ns bb n7 TIB n9 na \ ae n9 b ns n3 a2 >k oz oA m THIS IS A COMPOSITE PLAN OF LIGHTING .DESIGN PREPARED \ �. 3UILi~I*!O FI\!E i ` f4 t I `� `'`� - U, \• \ ue no a 1a" be 113 b3 as ns to L2 % ra YA. t� ��,t•-M'Ll'T1f'",.A9 �d•7�ae b.7 n9 n9 bs > ` a7 a7 aB n9/Lo n! �,f n7 n7 n, `'•..,, '`82.._u3 n, n• 'iG�('�'36 "7f.6'+'" n91'RM'�A7 u b6�..nt u2 a a ue�'. ' \\� \ I 4 ?Ln(tii�J, J t Uhf!f �I�JS J / J" n \ \� \\ \ _ i : I= / -__ ` / / BASED UPON BEST AVAILABLE CURRENT. INFORMATION Salem, MA 6 \\ \ U U. -a . b.7 u L7 L4 ne ne L2 � U Ito Lo A9 116 BIJiLtJi€`ia FOUR, 4 r'r'=4 \ � - ``'-,• � ills u aB Ot3 b3 IM fulilia oA m no ,' � - � - L \ I I i I s1& 13:�=TS; F + S. RETAIL ae ne ue ne ' ab n7 a9 1, 19 / ns ba 03 ^` ni'z J-�u?���oA n, , - \ � a a2 0. a6I 22 s.9 1:b 22 u. as u. 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Sheet o ) \\` .:. ..:;: :,w-. - n .----- __- --_ •: :_ ,., -:. _ °4 _,:: ! / Job No.: 6086 . 11 \ f `: `\\ - \ no no t<a b¢ a a a bs az n3 n3 n3 na n3 as n3 a3 n+ n, as _ns W n6 ds es_a3 os n3 n3 a, n, n3 n3 n4 a• h3 ba ns n• a3 n3 na u• b• a4 n3 a3 n3 `•,U as Oa b2 b2 l a u i no ne no no no ,•.- / le Name 6086P-CLT01 \ III � \ i _r OP � �� 0 ~\N �1 '~' i "- j f ,>�" Date: . ,. DY FEET Jams 12,2000 6 4 1\ / r/ # BRIDGE STREET t,r>� ( ) �Y \`��t `,.1 '' . ,�,'_ _ ------'"y \ i inch = 50 it- ��� O. \Y1% % ice'% '~ \\ , 11 ; Y'••"' ..�-. ` !�/ t�•::rsarrs>«"„z'"~•,,yte _,� i - - - . 7Jj t . , ; -- - - ----- -,- ,- - . ----- - -- --- -- - -- - - -- - - - - -rz,� -Bc �- J NOT FOR CONSTRUCTION v THESE PLANS WERE PREPARED FOR THE ZONING LEGEND: Y 9G', fid° PURPOSE OF OBTAINING STATE AND LOCAL APPROVALS AND ARE NOT DISTRICT — INDUSTRIAL (1) / PLANNED UNIT DEVELOPMENT — — — — — INTENDED TO BE USED AS CONSTRUCTIC DOCUMENTS. LOT AREA 14.71 AC ` LOT FRONTAGE BRIDGE STREET 976.58 FEET k yr ,• far f, ,<�,,' f ��/<. ( / HOWARD STREET 268.55 FEET LOT FRONTAGE 0 D LOT COVERAGE BY ALL BUILDINGS 16.0% OPEN SPACE 50.9 -b'; a"�r�'�`� ,f• �v ' /�,/J' ,tom !f \ / / f .. X BUILDING STORIES 4 (BLDGS 1 , 2, 3, 4 & 5) ' ' %` '` 2 (TOWNHOMES) y rf, f . f ,. \xf ` ' � �� �f-' ,/' LANDSCAPED f, , AREA TOTAL BUILDING AREA (FOOTPRINT) 105,400 f SF a —' y' ff' ff "'` \ _: ' ,f ;' � ' \ BUILDING 1 15,000 sr `y` ,' °, ` NORTH VIE WIN/ AREA BUILDING 2 18,300 BUILDING 3 r a,f ,'�; •'` / \ 18,300 , BUILDING 4 19,200 Xf _ — — iii' / �• ,. , !f;> /, 1 BUILDING 5 10,600 �5 T/1A,L Ir-C_ iZr)N ^ ^ f' f'�.;' LANDSCAPED AREA / '' ' 5' BIT CONC. j \ I \J VVIVI 1 i IVI L ` J JVD L4,OvO 'l < /r / SIDEWALK fi BUILDING 4 CONTAINS 8531 SF OF RETAIL/COMMERCIAL SPACE RETAIL 2989 ` / y A JUICE BAR 1114 2766 !i' ,TRANSITION FROM CEMENT " f/ FITNESS " w /TO BITUMINOUS CONCRETE .w PUBLIC COMMON AREAS AND CIRCULATION 1662 ) SIDEWALK (TYP) -- .� / 8531 f PARKING: 367 SPACES FOR BUILDINGS 1 -5 f r' ' / f ' 6' VINYL CHAIN .'� f' �� LANDSCAPED 9'X1 7' 57 SPACES FOR THE TOWNHOMES (14 ON HOWARD STREET) x ��` LINK FENCE 'A. f, 4 AREA PARKING \ 424 SPACES TOTAL ri' f�`.;' ! / SPACE ° fr � GRASS-PAVED CONNECTION f / f (TYP.) EMERGENCY ACCESS ONLY 20' MINIMUM EASEMENT LEGEND: �`° CONC. SF FP SQUARE FOOT FOOTPRINT r CURB \ R REGULAR PARKING SPACE �, ; MID PATH VIEWING: AREA 7' CEM. CONC (TYP.) INSTALL NEW FENCE SIDEWALK 0 SEE DETAIL(TYP.) A ADA ACCESSIBLE PARKING SPACE � ' { .` ` C COMPACT PARKING SPACE r` 8 TOWN HOMES r;'' 8'x16' COMPACT �' Q NOTES: -'�'� rte' PARKING SPACE / — — — N N I NG BOARD "'' ate`' (TYP.) �. \ 1 . ALL INTERNAL ACCESS DRIVES ARE A MINIMUM OF 24 FEET WIDE. ,` >� BUF TING ONE OPR5, 45 UNITSREMOVE EXISTING FENCE APPROVED 2. FOR SNOW STORAGE AREAS, SEE LANDSCAPE PLAN. rte' 9'x17' PARKING• / ` SPACE (TY .) 7 TOWN HOMES J SITE PLAN , I PROPOSED MB.TA EASEMENT 3 5' CEM. NC 6' BLACK VINYL SIDEWAL \ HAIN LINK FENCE (TYP) SEA WALL ,.;' ; f �.' I f��, .r LANDSCAPED / �Q 1 I AREA --- 9'x17' PARKING A CENTRAL VIEWING AREA - - - - —\ / PQF-� I 5' BIT. CONC. SPACE (TYP.) - A = SIDEWALK X\ �PN� (TYP.) I \ - -- - - -- - 10• C i 0 C. \ � � � I ' 'TT11�.) v � � % > LANDSCAPED AREA SIDE L \ �., �� �,- CESID WALK - -- ,.,�..•.• 2 / BIT. CONC. •� \ / \ :. r $` _,..,...a- � SIDEWALK (TYP.) . .......w.. ... _... .........�..... _ :: :: ........;;._..... r y CROSSWALK „ I \ \ > RECREATIONAL TRA( O. ---- ' \ 14 T. ONC. � I LANDSCAPED � \ / ADA RAMP IDEWALK \ - - - - (TYP.) AREA z f — -- c� \ g CONC. �\ \ CURB a ` f <,r / i R=3= TYP. (TYP.) w �7 'PARKING ,� � / 9 5' )34-T. CONC. K. \ — rY'. 'f PACE (TYP.) / �6 �(' G. SIDE-WALK �' i /. I \ b�TOWN H-OMtS \\ ' ! CONC. 1 \ a' LANDSCAPED AREA CURB (TYP.) BUILDING TAO,�4 FLOORS, 55 UNITS / � _ LANDSCAPED AREA (TYP.) / `-lQ� 10' CEM. CONC SIDEWA(.!! ( — i"� �\ REMOVE EXISTING �\ / FEN. • \ AND REPLACE 'CE RECONSTRUCT i '?�� + l(��1 N 4 / O ��" EXISTING ROADWAY �� WITH NEW FENCE 2 7/5/00 Reissued to Planning t x2 PARKING ONC. I SPACE (TYP ) 9 1 6/8/00 Conceptual Design : OCG � ...., n CURB \ r D P� (TYP.) LANDSCAPE °u ONC CURB — No. Date Description i CONC. `'sr. AREA -COC {JRB 10' BIT. CONC. -- -- - - CONC. TYP. (TYP.) \ 5'' RB - - �' ) l 'YP.) �, �, R@VISIOt1S BIKE PATH I \ CU // ,\�1, wv , ' \ -� (TYP.) �j, SID A_LI�(TYP.) BIT.�CoNC. i S' CEM. CONC- 19 I \ '` (� PARKING AREA � SIDEWALK ' A. R=3' / (TYP.) ;: S, \ \ _ — \ Drawn By Designed By Checked By Ap, j (TYP.) / \SUILIPING THREE — — —\ 6 \ \ — — — — — ML JJ5 ff'5 19 4 FLOORS, 55 UNI T5 \ / F ADA RAMP w / (TYP.) (TYP.) I/ w� JHOF CROSSWALK // 5' CEM. CONC. I I END BIT CONC CURBA1 .1 TYP. I SIDEWALK BEGIN CONC CURB t, x r \ (TYP.) / I (TY TH I ; JOHN m 6 ( P. BO S DES) \ LIZ :� 1 �� s PE' . ............. . C IL CONC CURB (TYP.) I 1 POOL CONC. I \ o. WALK 9'X17'R BIT. CONC. \ 4RN f : ' / DRIVE r / S ONAt � PARKING SPACE y, l 9 (TYP.) 1 \ I 6 TOWN HOMES \ ' O \ LANDSCAPED vx` 11 P / 9AREA / CONC POOL — BUILDING FIVE, 4 FLOORS ► BUILDING FOUR, 4 FLOOR5 APRON AND FENCE 12' 1 2' 4& UNITS; 5,700 5F RETAIL 1 7' 45' 1 7' 32 UNITS \ / Rizzo ASSOCIATES"*�<,� , % ; I REMOVE EXISTING CURB 1 / ` MAINTAIN EXISTING CURB FENCE / ENGINEERS AND ENVIRONMENTAL SC1 J/ >,� — I BUILDING I �� 5' BIT. �ONC. MEET EXISTING ROADWAY 235 west Central Street, Natick, M�' ENTRANCE / SIDEWAL� } � Tel: (508) 651-3401 Fax: 508 6: ' COMPACTOR _ ADA RAMP (TYP.) • ,` i %` U_Nq — 1/ I \ \ BIT. CONC. RdADWAY —: i (TYP.) 6 / / \ / \ FENCE V I J \ MATCH EXISTING I / BIT. C NC. CURB LANpSCAP R I / TYP. \ POST BYPASS-CO ONS CURB & SIDEWALK ..: ......... .............._................... ........... ......... ................... \ (TYP.) 1 i Project Title Jefferson at Sale / 5CEM. CONC, SIDEWALK , \ , ,� :� - - - : ' Salem, MA t / _ 5 BIT. COVC , — — — — SIDE'vVALK J BIT. CONC. BIT. CONC. / \ CSheet Title ONC. MATCH EXISTING \7 _ — BIT. CONC. CURB— ACCESS DRIVE CROSSWALK CROSSWALK (TYP.) BERM (TYP-), CURB & SIDEWALK i / 1 I I Layout and Materials Plan _...................................._................... RIGHT T R .:..:L — ........ \ !y :. RIGHT TURN OUT ACCESS MEET EXISTING n _ k . ,�... ^..� ny ,` Scale: 1„=40' Sheet Job No.: 6086 CROSS WALK File Nome: 6086P-CMA01 (TYP.) Date: January 12, 2000 O t 4011 WO- a 1 xV" Sys C VSA VA) V� �J NOT FOR CONSTRUCTION i THESE PLANS WERE PREPARED FOR THE ,,1 / 't PURPOSE OF OBTAINING STATE AND LOCAL APPROVALS AND ARE NOT INTENDED TO BE USED AS CONSTRUCTION r DOCUMENTS. / ✓ ' /� / / ''`"'Y '� �%' ` i ` PRELIMINARY — DISCUSSION / ON PURPOSE ONLY BIKE PATH CROSSING FOR ACCESS TO JPIy;; ,. :[i,Y ' j' 4%& .✓' ` J, ,.:%; v Via: i / c/�`/r/ �i', `ji ✓?.,:F.i _0030;e :2.:i r9,• P-AGE 469 a,,""•„t 0000 / PROPOSED 0 E. 6;1�-X 6. .,z4, CUL—DE—SAC ,.. / FOR WOODBURY / / COURT . HORIZONTAL SCALE IN FEET . 0 50 100 200 0 10 20 50 /• `,. {,. �, / i- ,,' r /' .l „•� !, '� x{rat i„ l SMETERS c; <�� '�: r �,';�; �► ��,,, y �r o Ky' HORIZONTALC L E IN A • :`v "`• w i oxq Total Parkin .:>>.r..<.- B � 9415,37f, t�.tra� Q `�'��' Proposed Apartments — 3�7 Spaces ! t �- - "" Proposed 5— Story Office — 100 Spaces Proposed Parcel A — 81 Spaces EX. PROPERTY CAR ; 6a MY 1AIV / . , r LINE / r ,' i <.._. :,;y, .:f 2's1 /✓ ori ti, W \ PARCEL APROPOSED RETAIL " "" ';• `J '� o 0 o Q 14,500 S..F. ✓ ,..,•;;,'.;% j o �. �`iBUILDING (1 STORY) '' ,�/,;/ r/ � ~ � /�• .r 't{t`it ^FIs L,♦r !' 'e ii y '/ �/ / No. Date Description Revisions , C; � Checked d Approved 8 Drawn Sr Damned y r �►PPro r f/ •�.'� ' `� ,.,.< ''; j�%. TSG T[)(- 5 [)G5SETBACK , PARCEL w� .. � � �//��/'``' \; :.:� ;,,. ` � \;ti•r v„r� �♦'`'. `' ,/, ` ';,t ,'�.\, r,` / ®I Y 't <'.,. `..., � ."\ :."� � '`` �♦;\ C .•y\\ ', \4" rrnN 10N '• t ;� \ ♦;,,. V? Yr,, ,r, ✓ i � \ G . .( r,„;tr, �;,{; 4"w"q L:.. ,4 : ,J„♦ Y \ C> o2P F4'F.Y ,:� r'� ..•n •.%S•. V ;�,y ',� ♦ ♦,,. 'j✓ C / ;^ !✓x —J / a"w t v r.,tea• \t ?, '• \>''��,L ♦r eS• (�. /r l r,. PARCEL , �r;' r �; /•;\ r., °,J♦' ` �; , Dc / J PROPOSED �',. •� `�.'�� 3 ,'•S,`:h :s`\�'r. ,.> rr„-` ��',`, , \3' ,.< •' 'r ` ` GAS NATION �'� "� �•pa y - ;., �; •`' ' ;� w ' RIZZO ASSOCIATES, INC. ENGINEERS AND ENVIRONMENTALSCIENTISTS 235 West Central Street, Natick, MA 01760 Tel: (508) 903-2000 Fax: (508) 903-2001 0� EASEMENTN- tr'..f '. PARCEL C I �`'°�`�G��Al� / f i` PROPOSED ' "� ' Pro iect Title C:) i I 5—STORY OFFICE J' :; " � S. to 7 Jefferson Salem : s o \ r P R I G U D R E ) !y ri r � - .r: c, i ; ✓. �, ate. CE.L E K.: \\ y iCllwi 1 wllf•� �.l.i 9,, r'A G. � s I ;. MIA 010<, ! %3 LEGEND Sheet Title , x ,. .. .. Proposed y;y � PROPOSED SIGNAL A RConceptual P Ian BRIDGE STREET BY—PASS PROJECT gii_.... ....... J ar_ _ _ ...:..,.- _,...._...µ..1."'r` ............ ..:.. °� ._... ' ♦ .....,.........,. L4/—, .. , ':>X% ':mx,.,., : .: r ♦+r- ,\=:.;::YSY ..P.,.l, k ... .. .... ..... s ii''s .:� „-^'' . . r : _ :.. � r CO ' °' PROPOSED SIGNAL BY ,� � Nit C.. £t. �: ;�;.� JPI/GATOR stole: I•=50' E....• -- - — i ' Sheet No ♦ ............. 6465 ............ 1 .. .., . ,. ,., -..,mss.....,. .:: .._,...... i..:..: ...... .. ,.. Job No.' - -... . � ST. PETER STREET' File Norrie: 6086P-CSP01 ; PROPOSED ” y. ; >' , -.► TRAFFIC FLOW MEDIAN Dote: pCt�5 1999 BREAK i ZONING LEGEND: NOT FOR CONSTRUCTION , ;. THESE PLANS WERE PREPARED FOR THE - INDUSTRIAL I PLANNED UNIT DEVELOPMENT > .. ,tom!' ,% �� ,� PURPOSE OF OBTAINING STATE DISTRICT f ' . .•'` / — — INTENDED TO BE USED AS CONSTRUCTIO , 1 C ) / AND LOCAL APPROVALS AND ARE NOT LOT AREA 14.7±AC �, •; ,''" �' �. �� '� DOCUMENTS. i LOT FRONTAGE BRIDGE STREET 976.58 FEET r £'S-'Sk,,;y„,,';r•.'.g 'h` r`..• ,`3�,J��/f.jf ,. ''`iY+ , I / /�� £i "V LOT FRONTAGE HOWARD STREET 268.55 FEET Fps LOT COVERAGE BY ALL BUILDINGS 16.0% > OPEN SPACE 50.9% !' . �__.X{,^..:Mme✓ „(, yY" ,/i /� r,♦�y!/ / / / - BUILDING STORIES 4 (BLDGS 1 , 2, 3, 4 �C 5) `'3 '�" ";' `r�, ` " �tf" i� 2 (TO WN H 0 M E S) ��,, �% ! %' ��>�,!- � i,��,' i 7 �% ✓, !, ,� / '. / LANDSCAPED ,�` , �. / 1 /. 15,000AREA TOTAL BUILDING AREA (FOOTPRINT) 105,400 ± SF ''• Y ,•,' ,, ' //// BUILDING 1 . • ' '` Y, / \\ k r' # I i'NORTH VIEWING/ AREA - / / ) A BUILDING 2 18,300 ""- I \ BUILDING 3 18,300 BUILDING 4 19,200 BUILDING 5 10,600 ;i' 4' �' !; ,' l k-J 1\4 IUIVILJ (3C) L`+,Ul,1U ,.``9 l,s ,moi �, <'' ' LANDSCA^ED, AREA / ' 5' BIT CONC. J SIDEWALK fi BUILDING 4 CONTAINS 8531 SF OF RETAIL/COMMERCIAL SPACE }` %' .' a' ° RETAIL 2989 / JUICE BAR 1114 \ 2766 rfi' , TRANSITION FROM CEMENT FITNESS - I � PUBLIC COMMON AREAS AND CIRCULATION 1662 off fii,TO BITUMINOUS CONCRETE 8531 ;� ! ✓,f,' SIDEWALK (TYP) A /! / \00� PARKING: 367 SPACES FOR BUILDINGS 1 -5V .. ` �1;" ' ,..a', 9 x17' 6 VINYL CHAIN / 4 LANDSCAPED PARKING 57 SPACES FOR THE TOWNHOMES (14 ON HOWARD STREET) - 1 Lv LINK FENCEAREA SPACE ° 424 SPACES TOTAL fr'f ,�' / / / GRASS—PAVED CO�gNECTION LEGEND: (TYP.) EMERGENCY ACCESS ONLY !� „f ,!y,j 20' MINIMUM EASEMENT , ONC. SF FP SQUARE FOOT FOOTPRINT " '' #£ ` ' �/ CURB \ ,.e;,•' MID PATH !VIEWINCx: AREA ` 7' CEM. (;ONC (TYP.) INSTALL NEW FENCE R REGULAR PARKING SPACE '. ' ! '" , A ADA ACCESSIBLE PARKING SPACE � .: „� ,i' fi SIDEWALK ° SEE DETAIL(TYP.) . r:. C COMPACT PARKING SPACE " 8'x16' COMPACT N' PNOTES: ARKING SPACE \ 8 TOWN HOMES -�- , ' -' / NNING BOARD (TYP.) SU --- I 1 . ALL INTERNAL ACCESS DRIVES ARE A MINIMUM OF 24 FEET WIDE. APPROVED / L>�ING ONE 2. FOR SNOW STORAGE AREAS, SEE LANDSCAPE PLAN. ,''' 9'x17' PARK) G",', — 4 OQR5, 4 UNITS °\ —REMOVE EXISTING FENCE SPACE (TYP') 7 TOWN HOMES \ SITE PLAN .....:. PROPOSED MF3TA EASEMENTr ( , 3.. I 5' CEM. NC \ - 6' BLACK VINYL e s IN ! \\ SIDEWAL \ -CHAIN LINK FENCE (TYP) SEA WALL ,'' ,>` �o ��`' 1 + ���!' ' 1 LANDSCAPED d ARE A 9'x17' PARKING - R GE TRAL:VIEWCftlAREA / - —pEO I \ SPACE (TYP.) A/ p I 5' BIT. CONC. (TYP ) i I SIDEWALK R=3' \ — -- - -- LANDSCAPED rAREA SIDE L I \ •�" �� � I 7' CEM. CONC. - �.. 5' BIT. CONC, SIDEWALK .. ....". •• t \ 1 (TYP. SIDEWALK ( YP ) , ._.... : .. m CROSSWALK ) ' / 1IL (TYP.) > (OPTONA ) \ ........... i14 RYPP 1 IDEWALK AREA LANDSCAPED ADA �( \ j \ \ � 9 CONC. � 1` ' ,� ���`+ ,�• � CURB r , r / .R=3' (TYP.) i �► ° / I \� \ (TYP.) 9'x17' PARKING 5' )31-T. CONC. � I SPA6E (TYP.) / i `�6'. SIDEWALK \ — s / I TOWN Homts --- \l > i6 CONC CURB I / LANDSCAPED AREA -_ ::.. '.__.... .,.... _? " / TYP. BUILDING TkVO, -> \ g (TYP.) —� FLOORS, 55 UNITS / f LANDSCAPED(TYP.) J AREA TYP. / �Q� CEM. CONC SIDEWALK REMOVE EXISTING FENCE AND REPLACE 10' \ 4 / r'Q, \ RECONSTRUCT WITH NEW FENCE — - ..........\ p 4, ` ? :• - ! P� i EXISTING ROADWAY / ... 15 9'x22' PARKING 2 7/5/00 Reissued to Planning Bc:-J � Y f / GPQ ONC. SPACE (TYP.) / 1 68/00 Conceptual Design Plan CURB \ �� No. Date Description (TYP. LANDSCAPE ONC CURB — y' 10' Blf. CONC. ,� CONC. �'sr. AREA CO��C. �JRB \ �, BIKE PATH---,.,, CURB — — — — — �' CONC. (TYP.) / / TYP.) —� \ W \ I / ^�, TYP.) / 1 5 Revisions \ s 5' CEM. CONC. (TYP.) i >, SID ALI�(TYP.) \ BIT./GONG. _ 19 PARKING AREA I ✓!�-'� SIDEWALK 'K' t... R=3' // S, \\ \ (TYP.) ` wi 6 / _ _ _ �` Drawn By Designed By Ch8v p ed A io-wod , TYP / i '{ ( ) BUII.pING THREE — _ =\ — — ML JJ5 DF5J.) 19 ' 1 NI .. 4 FLOOR5, 55 UTS A-DA RAMPR=3= / ' TYP.) W s'i (TYP.) OF I � i END BIT CONC CURB 9 `' �a' (CROSSWALK // 5' CEM. CONC. r � TYP. I ((TYP.) / ( - SIDEWALK I ; 6 I BEGIN COONICSC ER j \ �� � � JOHN J. oyGm ?.! ` C PE CONC. CURB (TYP.) I I POOL CONC. I L I I WALK 1 0 o. BIT. CONC. I I P STEP 9'X17'r' I DRIVE `� �, PARKING I \ ONAL 07,Y�'v SPACE 1 I / I / I 6 TOWN HOMES 9 TYP. 1 I I — — — — 0 (TYP,)) LANDSCAPED m, .;'•.. ( . . . AREA 9 / I CONC POOL BUILDING FIVE, 4 FLOORS BUILDING FOUR, 4 FLOORS APRON AND FENCE \ / - `�`� 17' 45' 17 32 U,NHfS 12' 12' 46 UNITS; 5,100 5F RETAIL , IV, REMOVE Iz70 SSOCIA TES J •�:'' y/ !�• -a — i � REMOVE EXISTING CURB � "•-- - •-- / ;�� '�/ � MAINTAIN EXISTING CURB ' !i / !. • . \ 1 / , I ENGINEERS AND ENVIRONMENTAL SCIENi'iSFENCE ' BIT. �ONC.BUILDING MEET EXISTING ROADWAY 235 West Central Street, Natick, MA OIJ t,�E TRANCE SID AL� Tel: (508) 651-3401 Fax: (508) 651-11COMPACTOR ADA RAMP (TYP.) BIT. CONC. Rd\DWAY teU (TYP.) 6 Iq r--FENCE MATCH EXISTING BIT. CNC. CURB LANQCAP R CURB & SIDEWALKB'COPOST BYPSORS TYP i .. \ V i Project Title Jefferson at Salum. if - -- - - - 5' CEM. CONC1 Salem, MA SIDEWALK 5 BIT. COC ......................... L — SIDEWALK � , .................. BITN } ...................... ..:....:.::::::�.:::::::::::::::::::::::::.Y� ..............::::::..... BIT. CONC. - IT—CONC. MATCH EXISTING \ BIT. CONC. CURB— ACCESS DRIVE CROSSWALK (TYP.) BERM (TYP` CURB & SIDEWALK i \ / -- Sheet Title I Layout and _................. T TURN N I N RLGN U _.........:� �,_, .... . ................... ..................____.. __.................... _... ....... . --... ...v::::-.-: . Materials Plan RIGHT TURN OUT a! - •+,:. ,.t ACCESS MEET EXISTING I zj Scale: 1"=40' Sheet No. CROSS WALK Job No.: 6086 (TYP.) File Nome: 6086P-CMA01 AF Dote: January 12, 2000 C At t NOT FOR CONSTRUCTION THESE PLANS WERE PREPARED FOR THE PURPOSE OF OBTAINING STATE LANDSCAPING LEGEND AND LOCAL APPROVALS AND ARE NOT INTENDED TO BE USED AS CONSTRUCTION DOCUMENTS. SHADE TREE ~� Al (AUTUMN PURPLE ASH) YELLOWWOOD (LIBERTY ELM) `' may,�,• ' /�yy,` \ /' t UNDERSTORY OR FLOWERING TREE (SERVICEBERRY) ,✓ _ / /, f 7 .3`.� `5 (TEA CRABAPPLE) �f (WITCH HAZEL) ���. " EVERGREEN TREE (RED PINE) (MESERVE HOLLY) '` (ATLANTIC WHITE CEDAR) '`:.''' ',/. Xj, " ' LARGE SHRUBS ' > DECIDUOUS: �t < \ (HIGHBUSH CRANBERRY) NORTHERN BAYBERRY) ,� .r'l 'r' / �►A (BEACH PLUM) EVERGREEN: n �? j' X',, (INKBERRY) ' / (COMMON JUNIPER) (UPRIGHT GREEN EUONYMOUS) SrVIALL SHRUBS/GROUND COVErC X .. DECIDUOUS: (RED SPRITE WINTERBERRY) " (CAROLINA ROSE) GROW-LOW SUMAC f � _ EVERGREEN (CREEPIN: ! NIPER) (SHEEP LAUREL) (LEUCOIHOE) ' f '' ' <� '0 WWW ORNAMENTAL GRASSES y f (BEACH GRASS) b y y (SWITCH GRASS) ' O O ti (LYME GRASS) ° y�r y(a��l� SNOW STORAGE t' y K ,f �'' r'LANNING BOARD F3UILDIN7 ONE _ 4 FLOORS, 48 UNITS APPROVED 0 r ` - SITE PLAN o SEE NOTE 1 t / / Otoo --- /A./` � \ � OO - ... ..... ,........ . r. \ LOAM AND SEED ' • o ....._ ...... / , k o ... WITH MEADOWGRASS t :. -- -- o r — -- - CCQ V7 , ��' G• � ° S 5o 0 )01 01 r/KS BUILDING TWO, 4 FLOOR5, 55 UNITS ' N 1 % X / A / _'• i. 2 7/5/00 Reissued to Planning Board 1 6/8/00 Conceptual Design Subm.ttr. No. Dote Description S I Revisions Drawn By Designod By Checked By Approved By BUILOiiNG THREE I o 4 FL01C>R5, 55 UNITS i !i 1 / O fi►n ` - POOL r + , o \ / DING FIVE, 4 FLOORS p' BUILD-'.G FOUR, 4 F,00R5 2'2 UNITS ( 46 UNITS; 5,100 'r RETAIL U ,< ( O O 1 _T ..•.::.:::::::::.::••. 9 1ZZ0 ASSOCIATEs, NC. k p - - p %'�`� � / ` \ � ENGINEERS AND ENVIRONMENTAL SCIENTISTS v / 235 West Central Street, Naii,.k, MA 01760 Tel. (508) 651-3401 Fax. (508) 651-1189 0 a t NOTES: } } � ' 1. INTERIOR OF I ANDSCAPED ISLANDS 1-7 SHALL RF A Project Title '�1BIN ATION OF GRASS SHRUBS AND MULCH, AND GROUNDCOVERS - I _ Jefferson at Salem , Salem, MA f JEFFERSON AT SALEM ---- ENTRANCE ENTRANCE AREA / Sheet Title f / Landscape Plan _M ....... .............. _._.. :. ....Y.� ......._ � � . .............. LANDSCAPING F UK � 'ASS ROAD CONDITIONS POST BY. (PENDING MHD/CITY REVIEW) - Scale: 1"=40' Sheet No. Job No.: 6086 File Name: 6086P-CLS01 M Dote January 12, 2000 C 5 f. TRAFFIC SIGN SUMMARY LEGEND I.D. SIZE OF SIGN TEXT QUANTITY D BUILDING ENTRANCE NUMBER WI DTH HEIGHT SYCL SINGLE YEI.!OW CENTERLINE y `�� / yf f// —„-- S I'j"N STOP R1-1 30 30 2 J1 - ,•' , � �oC`� / PARKING SUMMARY � �� JPI PUBLIC VAN TOTAL ,j' %/ l�� c; R3-2 24„ 24 1 PARKING ACCESSIBLE / ,' „� ,> / X >' STANDARD SPACES 245 19 N/A 264A�RERL //;�- f,, i •` /. S-1 12” 18" 2 COMPACT SPACES 126 3 N/A 129 ONLY PARALLEL SPACES 14 N/A N/A 14 �^ r, " ff " ACCESSIBLE SPACES 10 2 4 16 �n �,. i� ��i// /l'� �,/�`/ // �` ,,C , , i `� 18 1 t S 2 12 r'�IETO. \ 395 24 4 423 TOTAL ��/ , I J ALTAL OILY 18" Kim Ile IK 3A '.k17' PUBLIC PARKING/may SPACES - 4,. ✓ v i\. � _,,.-,.-'--'` vtsrrat ' s S-4 12" 18" 2 ORY ♦� C � /i'/ ,�/ .! `�', �} R7-8A fes,- Q _. C�' `x ✓ R7-8A 12" 18" PSG „ / \` ® R7-8A 16 4/' �, ♦ // /� / // y / i . 0 NOTES:- 1. OTE 1. ALL INTERNAL ACCESS DRIVES ARE A MINIMUM OF 24 FEET WIDE. x ED J /�:t!'Y tu,j:f..i f,�Gl;/t\ � 'X /' �fy//)e' / ' i PA \'. -•�,/ BUILDING ONE �y/ 3f✓ly1^✓ ti1/` "�,3CN�✓i�,`k' ' ,'�,� fii jj'' , G ap. � :�`i � R7-8f�� -S / j f ff ' ✓. ,�r� ��''/�7/ yco J/ �f/'�' `7++'• ,'ft'',•, ' ( i 1 f , d>b','y;/' N tE `1 7 _. .. -• _.i - '. IAC �` / �/ r �C �' -T 3- - - �'-` • -_ w, - P / SPACES _fi L \i r'. • �f•,�r,/ f� �"//7• �� ' � !` `i ( -:�Ze i Y,��`'t 1/!tC'//1f'.i... � i ;.} AINT�b CROSSWALK 9i t , R7-8A(2) ": ;;�u; ` i t r`tL^.,�",•V �' I l�•. �' Cl % � lQ- C-) BUILDING TWO t / :'I'�Y:L• `-` •` � •' '�.! /' � !�� \� �1c,:�'}i,:�, � � �i '\t 3 5/11/01 REVISED P1 SUBMITTAL s" i ,/ G PFL�' 5� G�' 'j ` [ �4 _ . �_• 2 1/26/01 P1 SUBMITTAL �- I 1 12/18/00 NEW SHEET 4 `�l\'V O , �f O,`` t� � � - t1Rr No. Date Description � i; 0 �. '� roc 2 8A Yf l� 100 ( ) Revisions E NTE i \;' 1 ' _- - S— N r Drawn By Designed By Checked By Approve By la.l ��. �`` \k / -0 1 sc' 0 3 y � \� RAL RAL JJS S-2 C M{ l3 Ln R7`8 \ Dt?FE_ € � ' L '"fit ` •J 141(DT 1o"04ATt JOHN J. R+ ` ` p% t r.>✓:.. !':: SNIPE o 0 CIVIL � 7-8A '�'. Mo. 36504 R14. i'� ^ d `' POOL k' BIUII-DING THREE2-9 X22' _SPACES 44, S� \ ii��\-1 ; {,�+• 3 ✓y ;/ t` I R7_ �`J ' ; li':fS, r' - t� , ,.• "I / T; C; rt _:r`r:> i 2 2 , JrA d :�f" �, ✓ 1PAIN1 tD ��� c6 e �„ G t ` \ :F ,�f t "WHITE LINE Qi @v/ T r:�' RIZzo / .. `; e/ 7+� mss: : I s i''vi r�Gt�• 1' - ,i' t ',i: ,='-' 4 R IF BUILDI ,, r FIVE 51H y PAINTED sc 1K/,. U 1 P, _ ASSOCIATES �� - CROSSWALK \ - , w \'`f �"' (TYP)`R IF e r�;' '� '• A TETRA TECH COMPANY BUILDING FOUR M `" t One Grant Street N� f tr. € ;.. w _._ %✓ �F/ ,✓ ,_Jar-=' ' Framingham, MA 01701-9005 R7-8A E 2-9'X17' SPACES=18' (VISITORS) �_ : ` -- = '"` �' r; 508.903.2000 y < .:�"' I .•_•'•i r. 4 j/ I 1,t, ,1;..;' ,1 i J ..�;;.���-' —• r," www.rizzo.corll '�`y' ;3 9 X17 SPACE (VISITORS) !! � r; 2-9'X17' SPACES=18' 14 V I r 6„ s a e aph; fes.'• �,,.-- ^� Project Titie PAINTED 0 a, ~ Jefferson at CROSSWALK 4-8'X17' R7 j 2 V, SA ✓� "' - f Salem Station SPACES - 32' .- --'''' _ � ^ - `> Salem MA _ ft t G t 1/1/71 1 I Y ,I CI !1Q./4"f f C R3-2 R1- 1/Y :c ,r .` - _ - -: � ...____. .... „ .r'""•;;.:�� , ../' sheet Title Pavement Marking ✓{ i' T .,..' .yl� and Signing Plan • 1. — > RIGHT TURN IN-7 u RIGHT TURN OUT ACCESS GRAPHIC SCALE �— '— Scale: 1 —40 . "; 40 0 20 40 80 150 ii_ , Sheet No. �'- Rwo � FOR ROADWAY IMPROVEMENTS Job No.: 6086 ,,• AND TRAFFIC SIGNAL, .SEE TRAFFIC File Name: 6086P-CMAOIA IMPROVEMENT PLANS i:-\0 'a my ( INFEETLLJ ) 1 inch = 40 ft. Date: 10/27/00 C-3A 11✓ f I I i I, I I 1 1 `a Mow q Ie; Alt .. �, . . i C � v LARGE DECIDUOUS TREE5 TOTAL: 228 PERENNIALS/61ROUNDGOVSWINES-PLANT5 NOT 5HOM ON PLAN SHALL BE IAGATED BY LANDSCAPE ARCHITECT. ' Sip. Botanical Nanta Common Name ON,Min.Cal. Min.Ht. Min.5procid Min.B 1 8 Comments 51 Botanical Now Common Name ON.I Min.Cal. Min.Ht. Min.5precol Mtn.13 4 B Comments AR Aur rubrum'Red sennet' Red Wwt Red Maple 63 2 1/2'-3' Tow on own rootstock,single stem AW Aoggpodlm pQdPT-c-rIoV b Need 3-90 FS F Ivatka' wonlFolla' Forn Leaved Beech 1 31-3-1/2" A56M Artemisia schnld lata%ver Mood' Silver Mound 22 I Spilon FP Fmi us IvwIcs Mashalis Seedless' Marshalls Ash 4 2 1/2'-3' AST Astlips s IkMpla rite' Ito Aatllbe 50 I nallon 6B biloba Maidenhair Tree 10 2 1/2'-3' GPT6Un2prula Mkrkon E.K.Toogood' Serbian 8ellfbwer 40 3" L5 ukknlbar s aNlwa 5Faee 15 2 1/2'-3' frultless, I lair onl H5P Hosts cies to be selected Arch t 100 I 991lon NS maw autyat1w Twob bzwDi 8 2 1/2"-3' EFIJ s fortunes'I Jade' Whtercr 132 I Ilon PA Platalus aerIfolla ne London Pi2 1/2"-3' spring plantingonly FIN Fbcera helix En Ilsh P.yu 100 flds PI !MW nicira'Italica" Italica Bieck Phe 18 2 1/2"-3' HED Hemerocalib'Bella Vora' VMII14 Varieties 751 I gallon M Warws rubra Red Oak A 2 1/2'-3' spring plantingon LAHandtl Hall lsh Lavender 32 1 gallon 5A Salina alba WON 19 2 1/2'-3' SON Saintolky Lavender Cotton 50 6"Rot Tr Tills tamentosa Silver LYden 42 121/2'-5' SSAJ Solum ctabb'Autumn Autumn A sedum 4& 311 VIM Vin minor Periwinkle flats Annuals Annuals to be selected IN Landwix Arehi t BO 6"pet EVER A;ZED TREES TOTAL:154 Botanical Nana Common Nam . Min.Gal. Min.Ht. Mh.Sprould Min.B 1 B Comments PG Flea abbe 15 54' PN Fhue,M" Austrian Phe 13 5 6' PIS Flus strobe WMte Pine b b-8' BULBS-TO BE LOCATED BY LANDSCAPE ARCHITECT,all bulbs fall planting onl CRY Crocus varrus Carron Crocus 1250 shod bulbs 55 5chillo sberka Sibmrlm II 1250 W shod bulbs ORNAMENTAL TREES TOTAL: 61 6N 6alonGws Wells Canon Snowdr 1000 Lop shod bulbs Botanical Nana Common Nene otii. Min.Cal. Min.it. Min.Spread Min.B 4 B Comments N-1 Narcissus M.Hood' Mt.Food Daffodll 500ho sd bulbs APD Acer Imatum dlssextum drolovpureum Ever Ever-Red Localed Maple I 2"-2-42' N-2 Narcissus Salome Salome Daffodil 500 kq sized bulbs CK Cornus kousa Kansa Dogwood 3 2"-2-112" 41te blossoms -June red fruit h fall N-3 Nardssus f Alfred Alfred DaRodll 500 sized bulbs M5 iia stellate GemteNal' Geltemol 5ta to i8 I-I/2"-2" fr at white blossoms it cold to T-I Tul I IlcLue Nlp 500 sized bulbs MG Molus'Centw-lon' Capuron Croix pp a 1 2'-2-I T-2 Tel Ellzabath Arden' Elizabeth Arden rut 500 sized bulbs MIST Molus'Sentinel' Serbha crabapple 21 2 -2-I/2' white flowers,tincied pink:narrow uprI form ANP Maw»'Pralrwire' Frorwirs Crabapple 5 2'-2-I/2 white blossoms Maii,or fruit In fall MN6 Mawus'Kilter bold' Hinter Sold Gr le 4 2"-2-112" white blossoms ,red frult h fall Mz Mats zlml cal a zunl Gr le 6 2"-2-112" carmine buds,white flowers; Ilow fruit PGA call Arldstoctrat' Aristocrat Poor ZI "-2-1 n 8 FSK Prem semulata %w+alzan' Kwanzm 6 2"-2-1/2.. 2-1/2" 5EED MIX NOTES: nln su PSP Pnbhlrtella Peendula' Neo aneso 1 2-1/2"-3" 1. MEADOW SEED MIX SHALL 13E Reclaim Native Shortgross Seed Mixture'A5 SUPPLIED BY Lofts Sad Gompary,Inc,P.O.L9ox 26223,Alnston-Salem,NG 2TI14. APPLY AT 60 Ibslacre, 2. NATIVE KLDFLONERSffD MIX SHALL BE Reclalm 5ongblyd Native 6rasshNlldflower Mixture'A5!XPPLIED BY Lofts Seed Company,Inc.,P.O.Box 26223,Winston-Salem,NO ZTI14. APPLY AT 40 bslacre. EVERGREEN SHRUBS TOTAL: 1282 Botanical Nome Camas Name Min.Cal. Min.Ht, Min. WN read Min.B t B Comments 3. SEE 5PEGIFIGATION5 FOR LAAREA 5EED MIX. APW Amba T*ard's Pleoasalt Mto' 64rard's Pleasant Mitts Amiso 10 Is.,-18" B t B AZR Azalea Rosebud' Rosebud Azalea 6xi E01 W 15" 18" 545 ls nootkkat"Is%litym' Sullivan False Heaping C4press 10 545 PLANT)N6 NOTE5: CDRB Crotonoaster do mlerrl I I Eleautii Cotorleastar 24 lb"-24" e 3 Pd IH Ilex crenate HallorilI Haller Japanese Ho114 114 18"-24" e 5 Pot 160 ilex glabra CompaI t I 244 16"-24" B 1 B I. If discrepancies elxlstbetween the number of plants drawn on the 8. Stake location cf all proposed planting for approval bj the IMBB Ilex x meseveae$Neo Blue Mesevo Hol 10 18"-24" B t B planting plan and tithe Lumber er of plants In the plant Inst,the Landscape Architect prior to the commencement of planting. planting plan shall goorn. IM86 Ilex x.moserveae 51us C+I' Blue 6rl Moserve Hol 24 3'-4' B i B 4. New shrubs and ground cover shall bear the sane relatianshlia r 2. All new pla�k w.yorla,siuil conform to the mhknxnq Idolires to ace as it bare to previous grade. Trees shall be 3" " Kawna Iatifolh dwarf wlkvar Dwarf Mountain Laren 93 2 -3 945 au cc� esl,bIl Mea for Nusel,f stock published by the AmerfGan A,saclotion hlghSer than previous grade. 4 '! f Pte+ Plea lance'Conks' Dwarf Alber to 5pr" __3'-4' B/B of Nurse n,Inc. In addition,all new plant material for the _v s1 PJ Pbl ls Temple Beils 29 .•i/. -? B 1 B pro)ect ail be Off Specimen quaiky. 10. Prapare all shrub plantlnci beds to a minimum depth of s q RBDft IlFadodeld on Raub De Ns Boub de Ne Rhododendron bJRE01 36 2-1/2'-3 B 1 B - — 3. All new plants to tae!_,Iled and burlaoped or container-grown, t+1EnG!Pour(=4')with pta6thg soil. ROM Riwdodend on'O hezltt' O Mozltt Rhododendron 20 2-U2'-3 B t B unless otherwise note-1 on the Plant List. II. All pplant bees to receive two Ywhles(2')or three inches(3")of $ bark mulch as Nkatore. RRA Rhododendron Wnododedran 15 2'-2-112 B/B 4. The Contractor sin 11 wpply all new pkrh material In quantities e' TMEL Taxes x.medlar Evarlow' Everbw Yew bJJNE01 192 1811-24" B/B sufficient to complfete the planting shorn on the Drawings. 12. All existing trees to romaln shall be pro ly protected during TMH 'mss x media WWlsldll' W-1—o d Yew 2-1/2'-3 B/B q construe:lan. Prptectlon technl Las shalt be reviewed and approved 5. Arty prOPO'ed substitut&S of plant species shall be made with by the Landscape Architect. TOE ?hu =Identalb Erroraid' Emerald Arborvitae 24 4' B 1 B plents of equNalemt Overall form,halyt branching habit,flower, leaf,color,fruit anus culture,and only after written approval 13. The follcwing areas shall be loaned and seeded: of the Engineer. a. All disturbed areas C R J A b. All new plants shelill be egd adapproved by the Landscape Architect b. All area not designated as paving,shrub beds,groundcovers, at the nursery prlar to d or delPiery to the site, and/Or special seed mixes. CAROL R JOHNSON ASSOCIATES INC 1. Contractor shall locate ad verify all existing utlll lines prior to 14. All areas to be seeded shall receive six Inches(b'9 of loam, L-d—,Arch-- E-ir--.1 Planner measured after compaction,prior to seeding. DEGIpUails SHRUBS TOTAL: 1056 plaiting and shall rreFat aconflicts lets to the Owner's Reproseltative. 1100 M»roc h.....Ar.... P 611 868 611 S Cambridge MA 02138 F 611 8641890 Botanical Name Common Nana .Min.Gal. Min.Ht. Min. ead Min.B t B Comments 5. Prune trres h a cordancc with the SpeclRcatlOns. --_ ALB LQY19& Loulso Gable Azalea 10 G"-18" www.<rJa.c"m E 1nr,�rla.cnm 0SR6 Corrus CIW Slxrkm Red 6orome' Siberian D -ii-1 --W-24' 0 S pot REV. DATE DESCRIPTION GBM ls x:,44donensls Blue Mist' Blue Mist 5pirw 4b 15"-18" #Spd J 6June01 Blue Dot EAG t wIngacl ftebush f29 2-1/7-3 945 HWEI Bluebird Althea 14 i8'-24'1 5 pot HAA Annabelle Smooth Hwdrama 65 18'-24' •3 H0qW 1 Otileaf 30 21-2-lis' B I B I IPI se Karria 28 18'-24' $2 LF 31 18'-24' e 2 -- IS"-16. t 3 pot APPLIICANTIOWNER: Little Princess 911 90 1511-151. •3 pot VG Korean ice Viburnum 99 2-1/7-5 B I B VON Dwarf Evan een Gr Bush 6JJE01 61 18'-24' 5413 JWI DEVELOPMENT PARTNERS,INC. e d B ONE TECHNOLOGY WAY WESTBOROUGH,MA 01581 ISSUED FOR PERMIT AND CONSTRUCTION PROJECT NO.: 99321.75 DATE 01NIS120DI BD DRAAWN SY: SRCIGRS CHECKED BY: ON PROJECT: JEFFERSON AT SALEM STATION SALEM, MASSACHUSETTS DRAWING TITLE: PLANT LIST & NOTES SHEET No. _-� L5. 1 e� II _ > 1 .; SEE SHEETI — r y SA / �, 3 ,` 12 CSRG 5-AR -..... C 1 PLANTING LEGEND r / �' ♦♦ 2 TMEL 7 EA 3 ARC i 1 LS 1 KL 1 J DECIDUOUS TREE 2 CK \. r , jar Q - EVERGREEN TREE i � , .-•- \ �, ,// ;''" ��' r � �/ t KL DAM AND SEED 5 TMEL ORNAMENTAL TREE i h , r �. '�' ;" ALL ALL NON-PAVE \ NATIVE WILDFLOWER 6IGC - ♦ AREAS UNLESS - - oUF3tt5 AND_ . . SEED MIX AS / 1 -, ]EVERGREEN-`SHRUBS - fi "A': \_\'� SPECIFIED, TYP OTHERWISE 3KL T ' � INDICATE , T 10 VC / t • `, ` r, ♦ 13 CSRG 7 EAC 7 EAC �- o GROUND COVER / MULCH ; \ INATIVE WILDFLOWER C v, .`�e � �� ` \,.�' .v //k, ,�` 10 EAO 2 PI 14 SEED-MIX- i A r / / .2 AR 1 L 1 a .�O!�t.. >/ ,+,.._ ,.'rel AIS 1 L [MEADOW SEED MIX r :r r x. a✓ i � 2 NS 1 0 , a�, „r 5EE SHEET L5.1 FOR PLANT LI5T AND NOTES i�' i ;i' /%r' 6 VON 1 r ` 2 KL 1 NS 3 VON 1 3 4 PI 6 EAC 1 LS 1 / 1 3 [ 3 TMEL 1 4 2 AR O♦ /i AC 7 EAC ! <. 4 VON IPJ 3 NOTE: 3VON LANTED ARENAS, WITH TH_,E�XGEPTION ,�' ♦ � �� LL ALL.�ON-PAVED 12 CSRG 9 GSRG (,' t KL 1 7 OF MEADOW SEED MIX A.RE:A;-SHALL BE O� � ApID SEED O �i 4 TMEL 1 3 IRRIGATED. IRRIGATION SYSTEM SHALL BE / ,[ r A EAS, .UNLESS O 3 QR 1 LS TMEL 1 1 HERWISE -- DESIGNED, FURNISHED AND INSTALLED BY a VIC 1 MC CONTRACTOR. CONTRACTOR SHALL SUBMIT / I�YDICATED, TYP, I I 1 5 PROPOSED IRRIGATION SYSTEM LAYOUT AND �� '` - A / KL 3 KL _- D 3 H@ — 3 MATERIALS FOR APPROVAL BY OWNER'S r`/j,'•' L 1 MC 2 VC 1 REPRESENTATIVE. G /�\\ ` ry f r.� 2 QR SITE LIGHT 7 TM /ON 3 4 / z HQ 1 "� .`' ri %�.GJ TIP. � 5E ♦ u 4KL ,, 4�TIM 1MP �_ IgR I�41dZ'�Nv�ili-- z� 2 PI FJ J ! � EAC 1 MWG 1 MP 1 4 I C.i i > 1 QR 3 QR 5 IGC 2 VC 1 MST " 2 KL 1 r " // 8 TMH / 7 APW 1AR 1 LS /// 3 SJLP 2 Pi M 6 IGC 1 4 AZR ' r � 1 MST 1 2 RRA 1 IMBG 1 / 10 ALG ell 4TM 1RWG 1 �� / SITE LIGHT, Q TMEL TYP. - 3IGC 4 C 1ROM ' i r EA / 3VC 3HAA' 3$JLP '��. SJL 3 AR �, OA AND SEED; Z%r , 1 PJ M f 1 IMBG f 2 ALG 1 MST A A L A L NON-PAVED` -- __ 3 TMEL AR SSS THERWISE ROM �� 2 R O I DICATED, TYP. / 1 5 TMEL 4 RG --- ' 9 IGC 4 APW 4 GSRG r ^� 5 TMEL/ �. / 1 KL X/ %/�/ 3/AR 2 QR - I 1 QR 17 EAC /,, � � I � _ __ d 7 ROM '" ' �'• j - r_ S AL G 4 TM11 ull ' tAR '. f ` 17 6 TMH --_- � MC 1 CK 2_MBB t PCA I,r' 6 SJLPVIC SITE LI 1 6IGC 9 VON ° ` 1 MC TYP. 1 R J A 9AZR ° ` CAROL R JOHNSON ASSOCIATES INC /,' . j;i I Lan dscvpa Arch uc[s Environm anal Plvnna r[ / 1 AR / ` ❑ MB 1 TT oo nn[[a<n.[. s Av... P 617 866 61 IS I 8 TMH I G 8 C G cam6r ec.HA oa�6 F6 664]696 1 P a Inro�rp.<om 3 1 6 TMH 4 i 3 VC I �_ j 1 REV. DATE [DESCRIPTION 6 VON BnTMH 10 IGC ® 35 HSD ' i/ 7T T 3 VC 5 AZR v 1 IMBG ati 1 1 PJ 4 AR ` 3MC \�, [� ( 1 RBDM / HAA 1 AR 1 ROM � � _ / 3 SJLP '.r ✓," II ` t' 7 3 ALG 1 SROM A r ( -- — 1 RO / 3 IGC I + 1 1 PJ 3 KL ° v 17 AZR 1 2 AR D 2 PJ r' ®I -- 9 IGC APPUCMNTIOVONER: YKL 1 RBON ® �/ 2 RBD J �� 1 2 HA ` q ( \ _.2-PSKN < 3 AZR A / 1 JPI[DEVELOPMENT PARTNERS,INC. 4 ALG / ONE TECHNOLOGY WAY 50 HSD z 1 ROM WESTBOROUGH,MA 01581 dl 1 �LOAM ! IND SEED r � \ 3 VON 2 RBd1 IP 6 LL ARIL NON-PAVE w \ 1 TMEL 4 VON 1 AR ISSUED FOR PERMIT AND CONSTRUCTION I AREAS UNLESS 50 HBO J y_- / , \ 15 IGC''.. 14, / PROJECT NO.: 99321.75 DATE 06/1SR001 BD OTHERWISE it VON � � I r� �� 13 AZR + 1 - R RS D 1 / DRAWN BY: S CIG CHECKED BY: N DRA INDICATED, TYP. 1 RBDN + — — — — — — — 8 SJLP r :2RRA 1 KL / ` PROJECT: 2 P I 1PJ ' /-- - t 1 2 APW 5 SJLP 1ROM I 1�10D 'r 1 PSK P 2 PJ LOAM AND S 1 ALL ALL N CvejD 7 APW M ° 1.RBDN ' S APW / ` y � AREAS, U / 1 ''e C 3 2 KL 1 ROM / Q• 2 AZR 1 RBDN 3IG' - ° s ! /\. JEFFERSON a r�El1i jli OTHER S / 1 � 1 PSK / a �• AT SALEM STATION g ; �� 4 I 5 PJ i PJ'C ® INDI TE \T f / 1 H (/ RA 4IG ` �C „ 1C Tl y 1 SALEM, MASSACHUSETTS G 5KT : . . . . 3HAA ,t7'IL I SEE _ 2RRA t1R4DN ', ENLARGEM_ NT o - _ - G MEADOW SEED I, A MIk:, SHEET L .I s SPECIFIED - _ .,.. 0 I „) DRAWING TITLE y ,- ,, C' 1 1 T PSK 6 SJ 1 RBD , \ woo PLANTING jM 9 SJLP 1 0 l " I r :. j Z ALAN I .} _ - '`sem - - 1TT _ - MC - r - `W. / .. . uImo: , ■.-.w, 3'r'T �•-4/.. _ 7 , ?� ✓ a ` ' YY1 1 v '\ fid' 1 TT t l` H 5 � p -1. _ -- � `, ��i� i- _._._1/.'r'� ~>! �' ' :.._%-�r T SHEET'No. w, -` -_"'L - -`M__ ..._.. - .--.,,_ - ....:.___ .•.:-- - `:r,�,. ..n „u.W"._�w.Aa erc_a«-rr.,: s..,"'.�:a ,'d. _ _ -m.ra r ..►" NORTH �..Lu L.L. I -a r �' - ..... ,+r.� 7_771,17""77 1� ._—T.___. -�y'7b+� 7�,,'�+ Z_'T � 7 7 � � � 77 77 �:.'� _-. • i � l ,. �1`d� ■RPI�1� i...,' i i ® ,APW L3.1 SEE SHEET L2.3 �1�r _ - - -S -PCA - - �`- - - - - - - - - - - - - - ` - Tz. 1 6 VON 1 TT 3 TMEL 6 IGC ,MST .MATC H LI N E 12 CSRG KL ` 2K C.'; ' 1IMBB 1ROM 4IGC ++' a,TOE 1 1 RBDN 2/P 9 TT 1 PJ 7 KL I , S 3 AZR 6 TMEL 1 AF LOAM AND ALL ALL N N-P VE i MEADOW SEED MIX, 3 VON 1 LS AREAS, NL S - \♦ xA 1 AS SPECIFIED 4 MS 0 HE TE E T P. \ / I_f�b 1 1 HAA - t _ 1 MBG 1 P I + 13 AZR 9 9 CSRG 6 TMEL 0 4 TMEL '�10 1 ���' 5 AZR �. , .«.- � 1 LS ,♦r 1 PJ IPA 1 KL 3 VON ♦ ,_.,' ''/ 1 2 TMEL 3 VON 1 ALG 1 VC VON 1 4 ALGIP 7 KL 1 KL 4 TMEL 1 KL ♦N KL - / 3,'A 4 TMEL 1 MS VON 1 3 VON + ' 1 3 AZR �1 3 VON 3 HAA + ..\ 12 CSRG 1 KL o i 1 4IGC - � 1 VC 1 VC 4 TMEL ``\ 9�\ 3 SJLP ' � { '1 NS IPA 1 ALG + , 1 1 PCA + i 9 IGC 4 TMEL _ ! 1 2 RRA ® + 1 TT 1 -VA 3 VON = \ •\\--oo, --- 3IGC s 1 15AP °% _. �, / i 1 PJ - 5 SJLP { n 1 KL ' _ : _ i o 1 ", +..+.«t, ! .,. \' S TOE _,I 1 QR\ y� 0 1 2 RRA d �l 8 IGC 4. 01 tJ 1 7 CSRG I b _ /' l _3P C 1 4 SJ' PCtk i, / = - I. �" f �b 1 AR a 1 1 y. 3l'Tl 3p0. !' Jo 1 3 P \ *. i / �\ r/ 4P2R A i , + C `,t J c.✓ /l. • � \, _ � c 4 R 1 AR i , ♦ .. :,J6 �1' �� `� KL 4VC All t S 1 RBDN - �tA 2EVe + + 3 APW rh I r' ♦ l:� fff - j 3 TMEL Ill�o 1 ROM IMBB � o C R J A 9y� _ 4 HQ 1 HAA !G p L� CAROL R JOHNSON ASSOCIATES INC 3 I M V G an \ ♦\ Ld... ects ArchitEnvlronmen[al Planned i 1 ! 1 APW = r ' 1100 M.... .o Avenue P 617 868 61 IS 3 AZR 10 HSBB Cambr,dg,MA 02138 • E 617 8611890 f. I 3 TM EL 1 MS .I `J' •`q ,♦ REV. DATE DESCRIPTION 1 �MEADOW SEED MIX, AS SPECIFIED 1 ROM / T 3APW ♦ - 1 3 AZR : I r ' +. 4 TMEL 4 HQ APPLICANTOWNER: 2 KL (� ♦ jrh r PLANTING LEGEND LOAM AND SEED 9 CSRG / ;}� JPI DEVELOPMENT PARTNERS,INC. ALL ALL NON-PAVED ��,�' ' ONE TECHNOLOGY WAY 1 e AREAS, UNLESS ,' � ` �[L 1 / � DECIDUOUS TREE WESTBOROUGH,MA 01581 + OTHERWISE - - 1 + INDICATED, TYP. _ ♦ ,.„/'y EVERGREEN TREE ISSUED FOR PERMIT AND CONSTRUCTION f f�+ > f1 ORiJAMEN AL TREE PROJECT NO: 99321.75 DATE 06/1512001 ED +*+ + •r:A k�/ ,� i &D(D DECIDUOUS AND DRAWN BY: SRClGRS CHECKED BY: DN T 2 MZ t„ yf ,; EVERGREEN SHRUBS PROJECT: GROUND COVER / MULCH ”. T .-' NATIVE WILDFLOWER � MIX 1 r ? SEED�,. , + . {.. , - i / • f r, ,j,i JEFFERSON + , sem- MEADOW SEED MIX + 1 �� _ a� - " / � " / �r SEE SHEET L5.1 FOR PLANT L15T AND NOTES AT SALEM STATION �r +' ;� SALEM,MASSACHUSETTS K ; I �/ {� - V �� rr NOTE: (V , �% j-r s p 1�a1 l J WALL PLANTED AREAS, WITH THE EXCEPTION Z �. f `� \ •/ OF MEADOW SEED MIX AREA, SHALL BE DRAWING TITLE: IRRIGATED. IRRIGATION SYSTEM SHALL BE Lu _j -'. '�" j6 - "` DESIGNED FURNISHED AND INSTALLED BY W Imo_- / o s., \\ f CONTRACTOR. CONTRACTOR SHALL SUBMIT r 1t EXISTING ITRTO PROPOSED SYSTEMTION AND MATERIALS FOR APPROVAL OWNER'S PLANTING1 PRESERV REPRESENTATIVE. xAy f r Sf - sr►K vx SPECIFICATIONS DURING ALL PLAN PHASES OF CONSTRUCTION I SHEET No. SCALE: I"=20'-D" L 2.2 I, 0 10' 20' 40' 60' NORTH PLANTING LEGENDVV DECIDUOUS TREE �j�AT;XiA FLO R — r t :i / �/ / ✓ /r /, '/rte' j PL 'SEF. 'MI S / / / \ ``\\ ' 1`� / i //��,i, �t `t g '�,✓ / / o �/ �CJ'� C p� 3L`-CIF.IED Tf'P EVERGREEN TREEIPI 0 ORNAMENTAL TREE ` DECIDUOUS AND d; // 2 MP'" ' EVERGREIEN SHRUBS V - -.- \\', '_// %% ( ..,.' �% 1 QR / ,LIMIT OF WORK AR '\' GROUND (COVER / MULCH NATIVE WILDFLOWER p N SEED MIX '/ ,' ' % i.% - / ,�✓ cS \,\,\ ,.1 MEADOW SEED MIX ' / �'/' % ✓ u"" \\f(`� ~` \ \ ♦\ 5EE SHEET 15.1 FOR PLANT LI5T AND NOTES /----f-� ,- / 3 AR 2 DS \ ` i r 1000 _jNS ul (,, - ' 1 KL C '` / 1 P14 NOTE: / ��? �' 1 AR / `,7 G',, ALL PLANTED AREAS, V6'ITH.THE EXCEPTION OF MEADOW SEED MIX ARILwA,, SHALL BE •Z /, �:., ♦ -/ « INS IRRIGATED. IIRRIGATION SYSTEM SHALL BE DESIGNED, FURNISH5;D AND INSTALLED BY ' ♦ ✓ + ', CONTRACTOR: CONT SHALL SUBMIT NATi E WILDFLOWI �' �/ ' ♦ v� I :% m, J it PROPOSED IRRIGATION SYSTEM LAYOUT AND I� SEEQ) MIX AS D , - +'+ + ++/ +' ,'� s,; 2 PN `v / MATERIALS FOR APPROVAL BY OWNER'S / ' ' SPECIFIED, TYP'";, ' t = REPRESENTATIVE. >-i %/' .� �` ' ` / ; 3 IGc 2 R s n c• r / �, O�Y` ` - MEADOW SEED MIX, c ta ELy 1NS�t (t f � / ' YDS / 2 MWG AS SPECIFIED • /cr \'��i ILS IL k� 3 AR, _ 1 HAA �re x (/� i � � • - -- - - - ,rte =" .= 1 AR �,' 2 AR \`. i �� ° �'/ 1 ROM 1 RBDN A` ENLA . EN1 / + .'a a,� /� 3 VON 1 MST L1.o FIRE LANE LAYOUT T - d NATIVE WILDFLOWER '' •/ / +• .�✓ t+I�' N +%/ 2AR S� UAT=KIALS' SEED MIX A9 � -� �_ ,� ,,= * S� + t 1 IMBB SPECIFIES gYP,r/; X �% / ' ?� �� � + +`+ ++ + �� 1 HAA SITE LIGHT, /, / /. O C 1 MZ - 1IMBG , ?YYY �- / TYP. + , '+ 1690 ' II * 8 PN 192 PI 2VC `5 TME +« +%++ 1 IMBG \ \ + + k0 A 1MC BVON f`,`+ +'+ +'+ 3AZR 4TMEL VC + + + + - 1I 58 /// / .• — — — • S-UNLESS p 1 PJ IB AZR LOAM AND Sf=ED 3 VON f� RWISE r9l --pt-.TYP. ( SK ALL ALL NON-1 MS 0 OR ify 7 1 1� �° 6 TMEL 1 KLJ AREAS, UNLESS <\ d OTHERWISE 1' IRO M - O f I = 135 IGC �•. ' INDICATED, TYP, 1 HAA b, ♦ f �' 2 QR 3K MEL y y JRBDN - j- 1 RBDN i\\ e*• ce` f�*. 8 EAC 1 HQ Y 2 LS 3 C4 ALG » `0 r• "aV +j+' 3 - 3 TMEL •^ 4�' `�, } +++ r E F c 33MEL 3HAA •�, _ �� BDN �tnr.5crc4 / - LOA A D ,•,,,,,,,.,,,..»,,,,�,,.. i HCl. 3 VC SEED ALL ALL \ y+ J c • ,t 2 R + 5 TMH AREAS, UNLES R I S E L E4DN l AM:--AND FEED .I INDICATED,TY -AI / ALL ALL NON-PA ED _ C R A AREAS UNLES +++�• _ 2 RBDN = CAROL R JOHNSON ASSOCIATES INC SETIV1 D LER '' ` OTHERWISE 1 ROM �,^a. .�n�..c. INDICATED, TF. 16KLA 2 RBDN ++ + + 3 TMH 12 SJLP 1 TO Iwo M.....h, —A,,,,, P^611'7868^61 s•^ �-y EL ^•" P. i ✓' / z, 1 HQ 12 IdC + + 1 KL ILS 7 1N C,.b na8,MA 02138 F 617 861 7690 :I � O SA .r. �ll 8 EA 3TMEL 1 PCA t + i 4 TMH RBD ++ + ,++ w 1 IMBG 2 ALG ( REV. DATE DESCRIPTION � \ 1 OR 15 CSRG 2 TMEL +V� + + + 2 HAA T L • ' /r 1 HO 100 HSD ;�_\ +S»+ ++ ++. w 1 MS / 2 QR 1 PJ ' 3 AA _�+ �} + ( `. \ 3 TMEL 2 KL �.� ++ +y - 1 PJ AZR ��CHLIINIE 7-W 2 \+ + +\\\ ++ ++++ + APW h + « \ � °❑ �' \ L CANTIOWNER: .' 1KL4 t 3T EL \ �/ SEE SET HE �. 6 VON r JPi DEVELOPMENT PARTNERS,INC. ONE TECHNOLOGY WAY WESTBOROUGH,MA 01581 ISSUED FOR PERMIT AND CONSTRUCTION PROJECT NO.: 99321.75 DATE: 06115/2001 BD DRAWN BY: SRC/GRS I CHECKED BY: DN PROJECT: JEFFERSON AT SALEM STATION SALEM, MASSACHUSETTS DRAWING TITLE PLANTING PLAN SHEET Na 0 10' 20 40' 60' L 2.3 SCALE: I"=20'-O" NORTH . �a. I NOT FOR Oft5TRUCTION 411- THESE PLANS WERE P RED FOR THE PURPOSE OF OBTAINING ATE LANDSCAPING LEGENDNORTH F AND LOCAL APPROVALS AND ARE NOT INTENDED TO BE USED AS CONST%,)JTIpN / DOCUMENTS. + swamI "' V f.0 0 N6rDE H A TREE S ./ (AUTUMN PURPLE ASH) j (YELLOWWOOD) ' K E � f/ (LIBERTY ELM) UNDERSTORY OR FLOWERING TREE WP\ (SERVICEBERRY) (TEA CRABAPPLE) � (WITCH HAZEL) EVERGREEN TREE 6E&WALLo., 'J ��� 1< (RED PINE) (MESERVE HOLLY) (ATLANTIC WHITE CEDAR LARGE SHRUBS QumE W DECIDUOUS: is (HIGHBUSH CRANBERRY) (NORTHERN BAYBERRY) (BEACH PLUM) DL \ a EVERGREEN: f (INKBERRY) (COMMON JUNIPER) / a (UPRIGHT GREEN EUONYMOUS) WAL o SMALL SHRUBS/GROUND COVER', DECIDUOUS. �Q� A, (RED SPRITE WATERBERRY) � (CAROLINA ROSE Q (GROW-LOW SUMAC) p y I EVERGREEN: - I 0000 Q ° (CREEPING JUNIPER) _ oo 1000 (SHEEP LAUREL) / }~ °�° o� �' (�� ���� c) A,, LEUCOTHOE p WWW ORNAMENTAL GRASSES G' (BEACH GRASS) (SWITCH GRASS) LYME GRASS � SNOW I <c� � Q (o Q n o STORAGE / \ i A ry T. I - '\ - - - - ° PARCEL A V1 I K(vrJ�. y yVl 1 �E '0 o ►-.1b o A / 0°000° w o0 � o p� \gyp GD•A��A:) 10 z ,� \PQ \ I � No. Date I Description ° PARCEL C °°k °� / PARCEL D 0400 r 0pRevisionsJ V., PROW'd OpOSED r- 0a G,V/ Tq/ \ a Q Drawn By Designed By Checked By Approved By � 00 c \ I W5D GF5/T56 E I ° � P o ENT t \ r,� o oo N p �'�, °° 0000 0 POOL Lj JEFFERSON AT SALEM \ o o BUILDING G 10,131 ± S.F. i Ok \ oo� 3—STORY APARTMENT 000, BLDG TYPE C — 24 APT UNliTS 00 � RIZZO ASSOCIATE co / PRSON AZ 3 S, INC. yS� _FF F UILpING \ B 20 7 0 3 f S•F•MEN 1 TM ( _' I //rii ri ri ri ii.ri:i � ENGINEERS AND ENVIRONMENTAL SCIENTISTS Upp � \ � E_ YP \ / I West Central Street, Natick. MA 01760 4 S.�ORBLDCj C`U6liOUSE \ / \\ % Tel' (508) 903-2000 Fax' (508) 903-2001 : o0 5a Apt UNITS / o C i`ri ii ii ri ii iii i uo 00 i �+ ! Project Title E-- Jefferson At Salem Salem, MA \ LAWN Q A- 1/4r// i r \ _ AREA „� ri Sheet Title TO TALB _ �. ! Site Plan 639 , 830 ± S * Fo ( 14 ., 688± ACRES) Scale: 1•_40 I Sheet No. Job No.: 6086 File Nome:'6086G-CSp01 Late:IJanuary 13, 2000 NOT FOR CONSTRUCTin" ; ! N EnV v K t� / THESE PLANS PREPARD FOP rlt LANDSCAP G LEG ` / PURPOSE OF OBTAINING STATE �` , AND LOCAL APPROVALS AND AF.z_ NOT C4TENDED TO BE USED AS CONSTRUCTION / DOCUMENTS. / SHADE TREE {/, (AUTUMN DURPLE ASH) (YELLOWWOOD) (LIBERTY ELM) d i UNDERSTORY OR FLOWERING TREE ' �` ; ° (SERVICEBERRY) / . . 0z , r' .; (TEA CRABAPPLE) (WITCH HAZEL) 1: EVERGREEN TREE , ^ (RED PINE) (MESERVE HOLLY) (ATLANTIC WHITE CEDAR) LARGE SHRUBS f%` / " , \ DECIDUOUS: 41 -'' f .✓� (HIGHBUSH CRANBERRY) >/ (NORTHERN BAYBERRY) (BEACH PLUM) EVERGREEN: fX (INKBERRY) , f (COMMON JUNIPER) � � ✓�'� � �fff f '�f (UPRIGHT GREEN EUONYMOUS) k f,.1 f f '1 �, �� \ JNIHLL JI-1KUOJ/ hKUUIVU LUVtt'C DECIDUOUS: nn ....: - h. (RED SPRITE WINTERBERRY) (CAROLINA ROSE) GROW—LOW SUMAC) EVERGREEN: (CREEPING JUNIPER) ,1 < ' f , 5. (SHEEP LAUREL) X, (LEUCOTHOE) \00 WWW ORNAMENTAL GRASSES (BEACH GRASS) (SWITCH GRASS) '' f ' �� (LYME GRASS) f;%' .1 °� I o Af- _. , 'rfff ' 1 f . // / •�. X11 QS SNOW STORAGE , NTNG BOARD o :`.b•` .:i. �' � n � V BUILDING ONEAPPROVED ri ,.,•" ���, �`' ��: 4 FLOORS, 48 UNITS °ter SITE PLAN y 0 0� o / SEE NOTE 1 \ - \ \ — — : LOAM AND SEED \ / -o WITH MEAUOWGRASS °° _ \ o \ " O } ' ./ f11 W .. . ,.i o �— `'' 00� oC'O10of / S \ BUILDING TWO, 4 'LOORZ5, 55 UNITS � 2 7/5/00 Re ssued to Planning Board \ 1 6/8/00 Conceptual Design Submittal \ \ F,� \ \ l ` � "b'� .� f n No. Date Description Revisions \ 0 \ Drawn By Desigrrvtd By CYlecked By Approved By BUILDING THREE 0 : 4 FLOORS, 55 UNITS o ° ° / 0 o ° 0 POOL i: D I ° I O ` BUILDING FOUR, 4 FLOORS BUILOIN5 FIVE, 4 FLOORS D ` \ ,•, O 32 UNITS 4b UNITS; 5,100 5F RETAIL ti• O O Ie --- o o i'� h�ZZD ASSOCIATES, INC. I° 1 ° \ ENGINEERS AND ENVIRONMENTAL SCIENTISTS 10 ll 238 West Central Street, Nai i,.>L. MA 01760 Tel. (508) 651-3401 Fax. (508) 651-1189 ►a� /�� / NOTES: I / j / " •` 1. INTERIOR OF LANDSCAPED ISLANDS l ? / �/ SHALL BE A COMBINATION OF GRASS, Project Title SHRUBS AND MULCH, AND GROUNDCOVERS Jefferson at Salem Salem MA s . .. ......... JEFFERSON AT SALEM - ENTRANCE AREA �` Sheet Title Landscapz� Plan �----:••- :.......... .... FOR .: LANDSCAPING 0 f t POST BY ASS ROAD CONDITIONS w (PENDING MHD/CITY REVIEW) J .. t Scale: 1"=40' Sheet No. Job No.: 6086 File Nome: 6086P-CLS01 i co Dote: January 12, 2000 n' u 1 t • i j I t t 7 I l IL ni v I .` �! 2000 g-anua 12 10 r Ili P ri A00% MAIM& t De e I" n ent n n e d U FOR QA=Q AW r V yevised � I J ' Ie% lft% - i 0 I ( R on Bri eStreet ,,,ialeF mMassachusetts =- Applicant: Co-Applicant: JPI James D'Amico Jr. One Technology Drive 80 West Forest Stree '.1 Westboro MA 01581 Melrose MA 176, , ' I Engineer : Owner: .F i L ocus �� SBF Rizzo Associates, Inc. Hasbro, Inc. , -9 - E, 290 Howard Street 1027 Newport Ave. ,,, fr 3 2 Framingham , MA 017102 Pawtucket, RI 0286. Architect: EDI Architecture BR/OGE _ 3 STREET Empire State Building , Suite 1221 New York, NY 1000 1 '. LOCUS MAP (NTS) { I Sheet filo . Sheet Title Sheet No . Sheet Title I Cover Sheet C-7 Construction Details *-C-1Existin Conditions Plan C-8 Construction Details g - � Site Layout and Materials Plan C-9 Construction Details , = Site Gradingand Drains a Plan C-10 Construction Details g Site Utility Plan - - - , -�- E-1 Exhibit Plan 0-5 Site Landscape Plan ' - C-6 Site Lighting Plan PLANNING BOARD APPROVED 1 , _ k 1 T. d — NOT FOR CONSTRUCTION THESE PLANS WERE PREPARED FOR THE PURPOSE OF OBTAINING STATE NOTE: s Systems 14'-0" AND LOCAL APPROVALS AND ARE NOT Vortechinstalled in a bypass s Systems n require an NOTE: INTENDED TO BE USED AS CONSTRUCTION upstream diversion structure that 10,-0" Vortechs Systems installed in a INLET, See notes 8, 9 DOCUMENTS. shall be detailed by the Consulting bypass configuration require an Sealant Engineer with elevation and weirINLET, See notes 8, 9 upstream diversion structure that Width data provided by Vortechnics. shall be detailed by the Consulting 90' Aluminum angle flange ' Sealant Engineer with elevation and weir with neoprene gasket 6" Concrete Typ Aluminum angle flange 6" Concrete Typ width data provided by Vortechnics. r . 90' with neoprene gasket. .i V-10" 1'-9" 1'-9" Orifice 4 r OUTLET, n T See note 9 /i Or'fice A 1'-10" 1'-9" 1'-9' Weir 4'-0" Le BARON HEAVY DUTY FRAME AND GRATE - s-o" LF248-2, FOUR FLANGE, (OR APPROVED EQUAL) ;Z V17 i (D FINISH GRADE SET IN MORTAR • Aluminum swirl OUTLET, Aliuminum 1 swirl chamber A See note 9 ti chamber Weir '' A Sealant Baffle Wall Flow Control Wall f GRADE ADJUSTMENTS MAY BE MADE WITH 2400 a '. PLAN VIEW B - B COURSES 2 MAX. OF POURED OR HAND PACKED Rim elevations to ..- ;:; 77 BRICK OR (PRECAST NON-SHRINK GROUT Concrete reinforced match finished grade ` '•' ' ''` "' •'' CONCRETE GRADE RINGS HALLEMITE WATERPLUG, for HS20-44 loading Risers by others Sealant Baffle Wall-/ Flow Control Wall EMBECO OR APPROVED EQUAL .>• PRECAST REINFORCED PLAN VIEW B - B RCP OUTLET WITH Rim elevations to CONCRETE CONCENTRIC ; ' • NEENAH R-3701Top and sides Concrete reinforced match finished grade CONE SECTION FB sealed to vault JB CATCH BASIN HOOD Butyl = Weir Weir for HS20-44 loading Risers by others • OR APPROVED EQUAL , rubber and ,: y 7'-0" sealant Orifice • or Plates ' PRECAST REINFORCED 8'-3- INLET Invert 0 orificeJB CONCRETE RISER SECTION Typ OUTLET Invert "; ., sealedntos aunt FB 3'-0" 3'-0" 3'-0' Weir TYP TYP TYP Weir 4$ SUMP Butyl rubber and 7'-0" sealant Orifice 5 48 4 PRECAST REINFORCED 8°3» Plates '•4 CONCRETE BASE SECTION 000a a o000 0 0000.oe•00oo ov 0000 0 0000 oe 00oo•oe.00oo oe oo-oo.oe 0000 0 0000 0 o Minimum 6' compacted grovel Typ Orifice •: . • .4': INLET Invert Q OUTLET Invert 6 COMPACTED GRAVEL BASE ISI • • ' 4.. IIIII= UNDISTURBED EARTH SECTION A - A 3'-0" 3'-0" -III=11 IIT-II NOTES. TYP TYP TYP '•. j- - - - - - - - 1. Stormwater Treatment System (SWTS) shall hove: 5. SWTS inverts in and out shall be at the some elevation -I I -I j 1-- Peak treatment capacity: 2.8 cfs 6. SWTS shall not be compromised by effects of downstream toilwater I� I I ,III I I-III Sediment storage: 1.25 cu yd 7. SWTS shall hove no internal components that obstruct maintenance access Oil storage: 350 gollons 8. Inlet pipe must be perpendicular to the structure �' - •• `' " ''' Sediment chamber dia: 4' min 9. Pipe orientation may vary; see site plan for size and location o0Q0 0 0000 q o0oa o 00�0 0000 o.00;a a o0po 0 00�o 0000 0 00 p0 0 o0;a o o Minimum 6" compacted grovel 2. SWTS shall be contained in one rectangular structure 10. Puchaser shalt not be responsible for assembly of unit -� PRECAST CONCRETE CATCH BASIN DETAIL 3. SWTS shall remove 80% of annual TSS loading 11. Manhole frames and perforated covers supplied with system, not installed 4. SWTS shall retain f loatables and trapped sediment up 12. Purchaser to prepare excavation and provide lifting equipment SECTION A - A to and including peak treatment capacity N.T.S. Vortechfucs STANDARD DETAIL 1.NOTES Treatment System (SWTS) shall hove: 5. SWTS inverts in and out shall be at the some elevation STO R M WATE R TREATMENT SYSTEM Peak treatment capacity: 11 cfs 6. SWTS shall not be compromised by effects of downstream toilwater PLANNING B OAR d Sediment storage: 4.0 cu yd 7. SWTS shall have no internal components that obstruct maintenance access Sediment chamber dio: 8' min 8. Inlet pipe must be perpendicular to the structure VORTECHSMODEL 2000 2. SWTS shall be contained in one rectangular structure 9. Pipe orientation may vary; see site plan for size and location APPROVED - TM U.S. PATENT No. 5,759,415 3. SWTS shall remove 80% of annual TSS loading 10. Purchaser shall not be responsible for assembly of unit 4. SWTS shall retain flootables and trapped sediment up to and 11. Manhole frames and perforated covers supplied with system, not installed including peak treatment capacity 12. Purchaser to prepare excavation and provide lifting equipment 13. Contcct Vortechnics 0 (207) 878-3662 Ext. '23 for ordering information C rTE O LAN Vortechnics STANDARD DETAIL V 1 G 1 STORMWATER TREATMENT SYSTEM VORTECH STM MODEL 7000 U.S. PATENT No. 5,759,415 PROPRIETARY INFORMATION - NOT TO BE USED FOR CONSTRUCTION PURPOSES 40"X40" STL. SECURITY CHUTE " " REMOTE POWER SWITCH - 8" REIN. CMU WALL Le BARON TYPE A MASS. STANDARD r FINISH GRADE FRAME AND COVER LK110 SET IN: MORTAR AS REQUIRED OR DIRECTED COVER TO BE SUPPLIED WITH STANDARD 3" LETTERING TO READ "SEWER". I .. MORTAR AND CEM CONC COLLAR, 3/4" 00 - GRADE ADJUSTMENTS MAY BE 9 „ 8" 4000 psi H.E.S. (SEE MHD 202.9.0) MADE WITH COURSES (2 MIN) 24 t DIA _ OF BRICK OR PRECAST CONC. • ' PRECAST CONC CONE SECTIONS I g • I O 2 7/5/00 Reissued to Planning Board GRADE RINGS. ADJUSTMENTS II OR PRECAST CONC TOP SLAB. y MADE WITH LESS THAN TWO �� ALL SECTIONS DESIGNED FOR H-20 1 s/8/oo Conceptual Design Submittal COURSES OF BRICK WILL NOT DIA. VARIES LOADING. ECCENTRIC OR CONCENTRIC No. Dote Description BE ACCEPTED UNLESS .I PRECAST SECTIONS MAY BE USED APPROVED BY THE ENGINEER. =1 AS F1tQD. RG'VISIons SECTIONS SHALL BE SEALED WITH A TWO ROWS PROVDE "V" OPENINGS HAND PACK JOINT OF BUTYL RUBBER (TYP) WITH NON-SHRINK CEMENT (TYP) - --- �_ Drawn By Designed By Checked By Approved By (n 4J COMPACTED DIA 48" � BACKFILL TYP a B C L ( ) ' > PRECAST CONC DRAIN PIPE Le BARON TYPE A MASS STANDARD FRAME ��� a BARREL SECTION =11I AND COVER SET IN MORTAR CAT No LK110. w - MULTIPLES OF SET ON TOP OF PRECAST GRADE RING OR JOHN i SIDE ELEVATION 1 , 2 , 3 , 4 BRICK MASONRY AND SEALED WITH MORTAR. o SHIPE � •,� OR 5' HEIGHTS COVER TO BE SUPPLIED WITH STANDARD 3" 0 C L � FINISH GRADE - LETTERING TO READ "SEWER". o. 5 3/4" CRUSHED STONE OR GRAVEL PRECAST CONIC :I BORROW AS DIRECTED BY THE ENGINEER NOTE: �0 ALS REINFORCED PRECAST ALL WOOD TO BE P.T. BASE SECTION =1 12" MIN 6" '101N SEWER PIPE MORTAR BED EXTENDED 24 GRADE RING OR FOR GATE AND FENCE I- � (TYP) 6" OVER TOP SECTION " BRICK CHIPS AND MORTAR OF CONE $ 8 BRICK AS REQUIRED w OR 3000 PSI CEM CONC 1" FT / e. T0, ADJUST ,TO GRADE 'e 4 MIN.-12 MAX.) 1X4 CAPPING E = FILL ALL LIFTING HOLES e ( 12 MIN (TYP) I� z PRECAST REINFORCED 2X4 DOOR FRAMING M I . D/ WITH HYDRAULIC CEMENT M I_ d:' 6" MIN 3/4" CRUSHED STONE OR GRAVEL (NON-SHRINK) MORTAR e ;� CONCRETE TOP CONE -I BORROW AS DIRECTED BY THE ENGINEER BUTYL RUBBER FLEXIBLE 2X4 BRACING �� :� •• ' e . • - - - - MANHOLE RUNGS TO BE RIZZO ASSOCIATES, IVC. • to SII�III1=1i1=1Ti=1Il�I11_�III ill' JOINT SEALANT DROP FRONT STEEL REQUIRED AT ALL SECTIONS ENGINEERS AND ENVIRONMENTAL SCIENTISTS II=11 - z c SEAL JOINT WITH 2 ROWS OF BUTYL RUBBER REINFORCED COPOLYMER „ � 235 West Central Street, Natick, MA 01760 POLYPROPELENE OR 12 O.C. Tel: (508) 651-3401 Fax: (508) 651-1189 m UNDISTURBED EARTH -III=1 I _ll =11 8"- 4000 PSI H.E.S. CEM. CONCRETE ALUMINUM (ALCO STOCK (TYP.) MULTIPLES OF 1', 2', 3', 1X6 FENCE BOARD @ 5 3/4' O.0 BASE CAST IN PLACE OR PRECAST BASE NO. 126536) OR EQUAL, 4' OR 5' LENGTHS NORMAL DEPTH '=III=III-III=11i- -III=III=III=III III- v - � 1 ALUMINUM EMBEDMENT 48"rp I INVERTED ARCH WITH PORTION COATED WITH PRECAST REINFORCED CONCRETE 8" FLAT HINGE 11075 MORTARED BRICKS LAID ON EDGE 8" MIN,r COMPACT SELECT GRAVEL BITUMASTIC „ BARREL SECTION BORRV SUBBASE 5 MIN. BY HOOVERFENCECO. NOTES SHELF ELEVATION SAME AS SLIDE BOLT LATCH "/ T CROWN OF HIGHEST PIPE SBL-B BY HOOVERFENCE CO. Project Title Cil SLOPE 1 FT, e 12" MIN. OVER 1. MANHOLE SHALL BE PRECAST CEMENT CONCRETE HIGHEST SEWER MANUFACTURED IN ACCORDANCE WITH ASTM C-478 PRECAST REINFORCED e FLEXIBLE SLEEVE W/ Jefferson at Salem DESIGNED FOR H-20 LOADING. MANHOLES SHALL BE 48' CONCRETE BASE SECTION v STAINLESS STEEL CLAMP q DIA. UNLESS OTHERWISE INDICATED ON GENERAL PLANS. I Salem, MA 1 2. SEE GENERAL PLANS FOR PIPE SIZE, UNE AND GRADE. BRICK MASONRY 5" �� NOTE: COAT MANHOLE EXTERIOR n MIN. . �� 5 8"X18'" DROP ROD BOLT ,,D 3. BACKFILL MATERIAL SHALL CONSIST OF SUITABLE EXCAVATED W/ 2 COATS OF BITUMINOUS CO MATERIAL AND/OR GRAVEL BORROW AS DIRECTED BY THE ENGINEER. 6 WATERPROOFING.CD 4 C -18 BY HOOVERFENCE CO. rlil_ a 12" MIN. BELOW LOWEST SEWER COMMON ACTED -III- -II�III. -11 IIS UNDISTURBED EARTH END ELEVATION Sheet Title FILL BASE =III PRECAST CONCRETE SEWER MANHOLE 111 =_ 11 =_ , 1„ Il Construction Details BUILT OVER EXISTING SEWERLINE PRECAST CONCRETE SEWER MANHOLE U NTS N•T•S• COMPACTOR ENCLOSURE DETAILS / N.T.S. CO0 Scale: None `D Sheet No. .lob No.: 6086 File Name: 6086P-CDT02 or (_.) Dote: January 12,2000 im n / NOT FOR CONSTRUCTION THESE PLANS WERE PREPARED FOR THE �♦ /' `` / / PURPOSE OF OBTAINING STATE AND LOCAL APPROVALS AND ARE NOT ! / INTENDED TO BE USED AS CONSTRUCTION DOCUMENTS. IN, \ /' IAA 1' f1 NY r♦� r \�J '� r !' / ■Q /,.1`x•. 1/' 1 , Y1 fS 10 ■ I/dlx A < ! ........ 4 .....w.......,......,.. .f / .y_ X u .. ,• ' rJ , / ! :. ./loo, x; !.. \X / � / s / < ! 1. 1!` f / o /< , fro T ,;<r` /}y ! f:; \ 1 f r' / NNING BOARD !/ /✓ \ ! J APPROVED y ! 'y.:. S !TE PLAN z 1f 6 A. BUILDING ONE 4 FLOG 8 UNITS � o :a j 9 ti, Li , LLJ ! / m \ •Rl 1 f ..sy.. I .. " ...........a..........00:. r , J q / LLJ ♦j''rY /ij'A �1r !1 ! 14 / o - ,• / ; i X✓ / \ - / / \ \ 2 7/5/00 Reissued to Planning Board BUILDING TWO, 4 FLOORS, 55 UNITS 1 6/8/00 Conceptual Design Submittal oll , - / ^ 4 C No. Date Description a ' Revisions r r ' 9 O yawn y De y Checked y Approved y Drawn Designed Ch � B Appr� B ,✓ �' S :4 19 f' 6 oma' J yG� BUILDING THREE JOHN / n, ; ff `y'1f 13 8 194 FLOORS, 55 UNITS / \ ���X U 31PL 4 ,�, \ W No 1 l �xveff/ J ,e' % 6 a, j; tJ / ! z" POOL " I � oli >' 2 a< 9 0 Rizzo AssociATES, L C. ENGINEERS AND ENVIRONMENTAL SCIENTISTS BUILDING RVR, 4 FLOORS ` \ BUILDING FIVE, 4 FLOORS 46 UNITS; 500 SF RETAIL �` 235 West Central Street, Natick, NA 01760 32 UNITS �� � �,�/•.,`. \ / Tel: (508) 651-3401 Fax: (508) 651-1189 6 x V / / y Project Title g, J -� ' Jefferson at Salem 21 / . Salem, MA . '• Y{'K Sheet Title .:r - - - -� Exhibit Plan J/ — — Future Bridge r Street Bypass i • ,- Scale: : r,:: . is ..:• ;: .:., " Sheet No. Job 6086 File Name: 6086G-EXH01 Y Date: January 12, 2000 Eml lel : I I NOT FOR CONSTRUCTION .;/�,/",. ,�; <. , , , * I ", .�' I 1, THESE PLANS WERE PREPARED FOR THE �� .. 'I, ..'.. I *IV' - /- " . ,/" --, , -,,� 6., v ,�"V// - _/, I ...11 , _1� . .1 , - - ,"."� , I - �. " . ✓ .,I. �.;?, '_" ..", . ... ,I �., $( I /:/ PURPOSE OF OBTAINING STATE I I /,/�,, -, "I '­ ,�* , IKI\, I P`x 0 _. " I W.- , ,...,... -/Z ✓ 1�11*1 "" f I / � _ "; I , , 'W" I �Z_11 I . . X1, 4Z� / _01 �� /,�.� . .I " 1�' I . . I .. -�,,­, ,- I, ./ INTENDED TO BE USED AS CONSTRUCTION AND LOCAL APPROVALS AND ARE NOT . ­ I - ,� " -�� . . I . . � I ..'��,��'_11 > _. .1 .. - . . . " , YK Y_ -� '� .... .11 . .. .. �� .�,,/, ... - f. . . .. �, . -1, .. , 51 �_ I X,, -,- I .--I- ;�, !., I - . , ,�,, .; � - " I / - '... . I '____ 1.;Z� .�." I 11 .1.1 . :... .11 I - ,,. I' . I , . . I... - . ""'; . ­.. . / . - �Vv /��, -V ., - I- _. . . .. . . ,." � . ./" , """ /,.,." 1 ,�.-, .I... � -, , 7 ,�:�. ,, . � < - , , ... 11 .. :-,-�-z% m--W,�_. i�.0..' -.,, -,/ 11/•.V VI .11,, I ."e/­/KI / �1I I 1.I 1 1 \ tri' /I � I ...1 . le,'/ / ...'... ... I, - / �, iv .1 I . . ., I k 1% _/1" / I.J I ., I N .. /,�. I _� .... . .�., . , ... :.N .. , .. . I / / I .: ­-, ,, A/ 11 REMOVE EXISTING OUTFALL STRUCTURE . � I '... - I - -,*:�-," , I 4�`, / �, , I / I I ,I " , I � � / / I �.Z�,, , ... /.-:�, Al \ .. ./.,', �-. ... � / .1 ,./ / 1�/ ._....,,.,...; I X . . .... - * . / . /. "k -1 ,.-,� - 'i ,,: .- 1;�� CONSTRUCT NEW 48" DRAIN THR.U.,EXISTING WA .... I _. ­ I. , / ' . /,/I - - 11 .. _t5 _�_, XI / �, ­� �--A I 11 / 'r --e ,/ , ­:_' -� - .." 11% - . . 11 ;.. /, V-/ /.. - -, . , / I X�/ / ­­ ....., \� '. " : "" ". - I. - I � . 11 % 11 , . � � '0'N \ ... I �. � 11 ., . I I I -X-*.I�- �, -,, " MOUNT TIDE GATE TO WALL . . , " I X 4 I�/ ,,- - ,,, / ­�� ,./,/ I � - .j ✓ � / " * . 'A�W��11 . , I \ �,.� , - / 1\1� . ,� e / ........ .... ... . .. _ 11 - 0 -1 V� -:;,rI. / ". � � I" , . 1. .., . � � / '. . I. "/*./ ...... ... .A 1 / ,A., , I . . N 1�* �.* ",:;,. . .,�, .. - 11 *Z.:, 1C,�. � ,e - "'. " .- , I, / � � \ _ � / I '. .. / .�- � �. ... 1<- I . . , I I . . .. I " '. .X� / - -_ \ � - ` I. .1 � ... . ,_ ,- /,.*%/ -/ I - .,i - .. \ �,, I ,:�.-- I /I . - ..-. .1, .. �. I ...... . , .: I . .....1. .." � ..,;� /� , ­�, � - ,:,�j,-::� 14.1\ / .�/, , : . , I . . I )�/ - I 1, N . - - I , / . 5V, ­... _ '. 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": . , ���;�, _11A , ­*.....��.......--"'*...................­ '­-'­,, ., " I �-;-_: .� -�N . 7-...... ;� "" , I'' ::*+ I.........�..�.... -". . I , i,:6 ............ ..." ­­ � -- ----- _! - , , . 11.1 , I' ,,��,...,,­ "".,,, I" : ; ; _-, 11 �­-�,�# ": I, ,�% .�': �>�-.,� , .. , , *' I -,"`- ., ,: �_ ,, , / � TO THE POINT OF // , . . , ," ".01 ­. .....;�E-�-­.-:.. il'. ;r"! ,:`-/�--- .. 4_f__;Z1____ ­,;_..­._ .,'f " -__�, ../)� 'N .,/' . . -A j ­- ­�,­;.�.. .......f...........*.......4-.'4,!........... � - . ': . , .­_ .-.,.. O. " '. ., I/ . 11.1 - ......I .., :'­'�,,,j� "I � , Af I'- ,..,,._ 1- I - .. _-1 I �. I , 4k, ..; 11'/ . I-, - ,:.'/....­�;,-.-," z". I .. . ,­,`.';'�,.,!--,.' I : ..__ I . '.." �:',�, - - � , . I �.!�;-"­ -..........k, 1, �: -'K /", , *.. �, `.�I . .�. .� , " .. '. .14.�-i." . .0i,'___ ,�A. .1_!, . : . .1 ; �,­'�,,� ... ,-.'.-, I . -:.;A - ...,;?-, ", " / )`�`;1­11. " ., - .�.­ ,�. . . . . ' ' * � . . . .. _.,, . _ , .. , _ , ­ .1 , . 11 ; I , � ; , I - - , ; , - I , - w� - - I ..� :-. '-� %1;I. /....f"e , :: .4 ­­ ; , �, ". - . . � � � � ., I : ..,. ,;�.. .. .'. " - ... ;� , , , .� m , � , I I.. , ,6, . '. _�.',�',' - / %.: Y... �T,�, � � � � , , � � , , , - ,. . , - .. . ,. I - , ;, ------ -- i �. C , . " _ . ---,-, ,.-- _�.4 - , ., - .'_.1.1 . :..,._ ...,.,: � _ ..... " I - ... i_�, ..: . +_: I .� ­­ - _.. 1-11--1 - I �,"..'..;..'.., EXISTING DMH .. , . . ­ .- �*,-:.,!,'.. , ::, �;,--.,-,,!�'.. , :,:­�' .,; :. ..1 '.%-." %.... .._. - . . ":,: : ;-�:,. .. .. =Yx , ­ . ­ ­ *� .. A_;.;.,*�. �.� - / ' _ I .. . . ,.:,!;.""'.� I v,,.-­., ,:./, ,, .11 I _. -- ..-� _L_ I - :.1 ., .�. I .. .. . . . .. , � I . .. . 1.,.� _�:I :!/ - � I 1 . 1%, - - :,;`,-,,fI . I�.11 7;,.:;:o_ , I � . - . ;- ­' . Scale 1"=40' - - -,----- .. , ... , -,- " ..._�,"; i.,:1""' , Z'.�' . -��, I.-,'I __ . , . � I . .. Sheet a .,:.- : ..- . , :.'1� . ;I -.,-, 5� -�,-: ;. ;: .I. wl;�1:47 :. ._;.;�" : - , - , .- .-,. . :% ! : 1. Job No.: 6086 . . I File Name 6086P-CGD01 . I Date: January 12, 2000 Cm3 - ,__ / I I I Jy - , \,. it- / �W1 n� ; I � �I - - . I +1 __ ! � I I ZONING LEGEND: NOT FOR CONSTRUCTION THESE PLANS WERE PREPARED FOR THE DISTRICT — INDUSTRIAL (1) / PLANNED UNIT DEVELOPMENT PURPOSE of OBTAINING STATE f / / AND LOCAL APPROVALS AND ARE NOT LOT AREA 14.7E AC — — — INTENDED TO BE USED AS CONSTRUCTION / DOCUMENTS- .0e OCUMENTS. LOT FRONTAGE BRIDGE STREET 976.58 FEET LOT FRONTAGE HOWARD STREET 268.55 FEET LOT COVERAGE BY ALL BUILDINGS 16.0% OPEN SPACE 50.95; BUILDING STORIES 4 (BLDGS 1 , 2, 3, 4 & 5) y ,i 2 (TOWNHOMES) '. LANDSCAPED Yf ` AREA TOTAL BUILDING AREA (FOOTPRINT) 105,400 SF { I , f \ BUILDING 1 15,000k . A = g � 3dil:' ffORTH VIEWING AREA / BUILDING 2 18,300 - BUILDING 3 18,300 BUILDING 4 19 200 " BUILDING 5 10,600 .X. \ 1 1i` T1'\ I W Arr^ / ten\ n n n.�n 1 vV'dIVH01VILJ t w) �1+,vvv LANDSCAPED AREA / ' 5' BIT CONC, SIDEWALK BUILDING 4 CONTAINS 8531 SF OF RETAIL/COMMERCIAL SPACE RETAIL 2989 ' JUICE BAR 1114V. 2766 ' TRANSITION FROM CEMENT FITNESS BITUMINOUS CONCRETE '/ PUBLIC COMMON AREAS AND CIRCULATION 1662 SIDE Y 8531 y WALK (TYP) O 1P `i PARKING: 367 SPACES FOR BUILDINGS 1 -5 • ' 7 PACE FOR THE TOWNHOMES 14 ON HOWARD STREET ; 6INYL CHAIN / / 4 LANDSCAPED 9'x 17 S SPACES ( ) LINK FENCE / AREA PARKING \ 424 SPACES TOTAL / `' SPACE ° 41 GRASS—PAVED CONNECTION / (TYP.) �— EMERGENCY ACCESS ONLY LEGEND: 20' MINIMUM EASEMENT SF FP SQUARE FOOT FOOTPRINT CONC. <, ;:, ,; , CURB \ R REGULAR PARKING SPACE ,�%' MID PATH VIEWING AREA / 7' CEM. I;ONC (TYP.) — INSTALL NEW FENCE ' SIDENALK 3 A ADA ACCESSIBLE PARKING SPACE . " ` 1.0 SEE DETAIL(TYP.) C COMPACT PARKING SPACE 8'x16'` <; ' COMPACT NOTES: PARKING SPACE / — — — — _ — / 8 TOWN HOMES (TYP.) ` NNING BOARD 1 . ALL INTERNAL ACCESS DRIVES ARE A MINIMUM OF 24 FEET WIDE. �: ,r' " rx' / BUILDING ONE 2. FOR SNOW STORAGE AREAS, SEE LANDSCAPE PLAN. '' 9'x17' PARKING / / — — 4 FLOQR5, 48 UNIT5 0\ REMOVE EXISTING FENCE APPROVED ' SPACE (TYP.) 7 TOWN HOMES J • PROPOSED MBTA EASEMENT / ! � 3�;� I J SITE PLAN \ 1 5' CEM. NC 6' BLACK VINYL SEAWALL / ` II SIDEWAL ( \ HAIN LINK FENCE (TYP) x ? I LANDS / AREA o\ I CAPED \ f ti P 1 9'x17' PARKING CENTRAL VIEWING AREA / GPQ�O _ 5' BIT. CONC. \ SPACE (TYP.) SIDEWALK ' \ % 10' (TYP.) ` 0 \ LANDSCAPED AREA SIDEYV I 7' CEM. CONC. �, \ 5' BIT. CONC. SIDEWALK 4 / SIDEWALK TYP 1 (TYP.) � CROSSWALK \ I I 1 \\ RECREATIONAL TRAIL / (TYP,) I � \ � (OPTIONAL) \ I C \ � 14 ., ADA RAMP 1 T. UNC. I LANDSCAPED �\ i (TYP.) IDEWALK AREA r \ 9 CONC, I � � \ — CURB � \ \ P_ 11 (TYP.) - � 9'x17' PARKING /� ' i (TYP.) _ / g \ SPACE (TYP.) �' i 6 �\ SIDEWALK TOWN HSS .. / i \ CURB tiOF,�-> LANDSCAPED AREA �� g (TYP.) �� BUILDING TYVO, 4 FLOORS, 55 UNI75 / / � ` LANDSCAPED .101 1 \ REMOVE EXISTING AREA (TYP.) 10' CEM. CONC SIDEWALK FENCE AND REPLACE 10, 4 /� �� RECONSTRUCT WITH NEW -ErdCE \ EXISTING ROADWAY 2 7/5/00 Reissued to Planning Board 9'x22' PARKING ONC. SPACE (T'YP.)110 \ Q ' / Q /, CURB \ 1 6/8/00 Conceptual Design Pion P� TYP.) LANDSCAPE �r \ p \ — —00 C. C�JRB (TYP.) � ONC CURB NI � No. Date Description 10' BIT. CONC. / ,� CONC. sr. AREA BIKE PATH I CURB — — — — — — 5' CON C. TYP.) �r (TYP.) - (TYP.) 5 Revisions 19 I �(TYP.) SID A-L (TYP.) 1 �O 5' CEM. C BIT' ONC.SIDEWALK FLARKNG AREA / \ TYP. (TYP.) / _ 6 \ Drawn By Designed By Checked By Approved By BfiWL 8 pIN& THREE — 1L� 1 19 \ — , 1 I 4 FLOORS, 55 UNI T5 \ / ML JJS 5F'5 JJS ADA RAMP R=3=. CROSSWALK / ( (TYP.) (TYP.) 5' CEM. CONC. I , END BIT CONC CURB ",ex (TYP.) , I SIDEWALK i BEGIN CONC CURB 61 (TYP. BOTH SIDES) \ �° JOHN J. CONC. CURB (TYP.) j POOL CONC. I CPL / I \ WALK I o. 9'X1 7'F. i ! BIT. CONC, I I P sTE��o PARKING 1 DRIVE °� I \ �� ONALI��\C, zr r ..,... ,.,, SPACE /.� (TYP.) I I 6 TOWN HOMES \ 7T ' I 1110 LANDSCAPED /� - - _ _ O !' — `' 9 I I FN 4 F 5 BUILDING FOUR, 4 FLOORS \Z-CONC POOL \ _ \ I / 1 AREA / \ BU L.D NG E, LOOK APRON AND FENCE f ' 12 12' I 46 UNIT5; 5,700 5F RETAIL 17 45' 1 7' 32 UNFTB R.IZZD ASSOCIATES, INC. REMOVE EXISTING CURB MAINTAIN EXISTING CURB — I BUILDING FENCE i I ENGINEERS AND ENVIRONMENTAL SCIENTISTS ENTRANCE /, �, 5' BIT. ONC. i MEET EXISTING ROADWAY /� 235 West Central Street, Natick, ,NA 01760 ;' P d _... / SIDEWAL COMPACTOR } / j AD.4 RAMP (TYP.) _ — s Tel: (508) 651-3401 Fax: (508) 651-1189 ' U�tIT r i (TYP.) - 6 I /� KBIT. CONC. RdADWAY I I FENCE / I A MATCH EXISTING = ` / BIT C NC. CURB LANDSCAP R / ...... ........__ ,......._..........,r........................ I / POST BYPgS�CO ONS CURB & SIDEWALK II r \ (TYP.) — / l Proiect Title _ V5' Jefferson at Salem CEM.CONC� Salem, MA 5' BIT. CONC , SIDEWALK SIDEWALK .z: Q...,..._.. BIT ... — — . CONC. / / e ....,x.,....v:.:. ,;...... 1. . i BIT. CONC. CONC. MATCH EXISTING \ _ BIT. CONC. CURB ACCESS DRIVE CROSSWALK (TYP.) /BERM (TYP CURB & SIDEWALK i Sheet Title r- Layout an .............. RIGHT TURN.,.I.N 1 — -- :� , - - - . . Materials Pian RIGHT TURN OUT \ \ T ACCESS — — MEET EXISTING 770 ti GE Scale: 1"=40' CROSS WALK .Job No.: 6086 Sheet No. (TYP.) File Name: 6086P-CMA01 Dote: January 12, 2000 NOT FOR CONSTRUCTION THESE PLANS WERE PREPARED FOR THE PURPOSE OF OBTAINING STATE LUMINAIRE LOCATIONS LUMINAIRE LOCATIONS AND LOCAL APPROVALS AND ARE NOTINTENDED TO BE USED AS CONSTRUCTION DOCUMENTS. Location Location No. Label X Y Z MH Orientation Tilt No. Label X Y Z MH Orientation Tilt 1 C 5775.0 6041.0 15.7 15.7 0.0 0.0 38 C 6025.0 6630.0 15.7 15.7 -36.9 0.0 2 C 5714.0 6041.0 15.7 15.7 0.0 0.0 39 C 6079.0 6697.0 15.7 15.7 135.0 0.0 3 C 5681.0 6041.0 15.7 15.7 90.0 0.0 40 C 6161.0 6735.0 15.7 15.7 -32.0 0.0 4 C 5714.0 6083.0 15.7 15.7 180.0 0.0 41 C 6223.0 6804.0 15.7 15.7 154.2 0.0 5 C 5681.0 6136.0 15.7 15.7 90.0 0.0 42 D 6292.0 6842.0 15.7 15.7 0.0 0.0 6 C 5717.0 6193.0 15.7 15.7 -90.0 0.0 43 D 6342.0 6870.0 15.7 15.7 0.0 0.0 7 C 5637.7 6055.0 15.7 15.7 180.0 0.0 44 �tt 6310.0 6770.0 15.7 15.7 0.0 0.0 8 C 5575.6 6047.0 15.7 15.7 0.0 0.0 45 D 6279.0 6714.0 15.7 15.7 0.0 0.0 9 C 5849.0 6049.0 15.7 15.7 180.0 0.0 46 C 6301.0 6630.0 15.7 15.7 -80.5 0.0 10 C 5920.0 6056.0 15.7 15.7 -17.9 0.0 47 C 6265.0 6550.0 15.7 15.7 103.5 0.0 11 C 5988.0 6074.0 15.7 15.7 -3.3 0.0 48 D 6250.0 6482.0 15.7 15.7 0.0 0.0 12 C 6066.0 6118.0 15.7 15.7 141.3 0.0 49 C 6242.0 6422.0 15.7 15.7 106.5 0.0 13 D 5842.0 6164.0 15.7 15.7 0.0 0.0 50 C 6225.0 6361.0 15.7 15.7 -65.4 0.0 14 D 5895.0 6165.0 15.7 15.7 0.0 0.0 51 C 6423.0 6137.0 15.7 15.7 67.8 0.0 15 D 5929.0 6204.0 15.7 15.7 0.0 0.0 52 r 6464.0 6176.0 15.7 15.7 252.9 0.0 I16 D 5912.0 6253.0 15.7 15.7 0.0 0.0 53 C 6398.0 6206,0 15.7 15.7 68.2 0.0 A 17 D 5859.0 6252.0 15.7 15.7 0.0 0.0 54 C 6432.0 6265.0 15.7 15.7 253.3 0.0 18 D 5823.0 6214.0 15.7 15.7 0.0 0.0 55 C 6369.0 6284.0 15.7 15.7 69.4 0.0 19 D 6089.0 6164.0 15.7 15.7 0.0 0.0 56 C 6403.0 6347.0 15.74 15.7 264.0 0.0 20 D 6131.0 6209.0 15.7 15.7 0.0 0.0 57 C 6366.0 6396.0 15.7 15.7 118.0 0.0 / '1D 6159.0 6248.0 15.7 15.7 0.0 0.0 58 C 6436.0 6424.0 15.7 15.7 -42.7 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0 b.3 0.2 0. T1 0.0 0.0 0.0 0.0 D 6185.0 6300.0 15.7 15.7 0.0 0.0 59 A. 6505.4 6618.8 25.0 25.0 -79.8 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 6 0.7 0.6 0.4 0.2 0.1 0.1 0.0 0.0 C 6075.0 6223.0 15.7 15.7 128.7 0.0 60 A 6438.6 6540.0 25.0 25.0 101.9 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.6 0. 0. l3 0.8 0.2 0.1 0.1 0.0 0.0 4 C 6125.0 6293.0 15.7 15.7 122.0 0.0 61 A 6537.0 6475.0 25.0 25.0 -20.6 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0 0.9 0.9 .9 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.3 0.4 1 AD4j! 0.9 .7 .5 0.3 0.2 01 0.1 0.0 0.0 LANNING BOARD 25 C 6048.0 6270.0 15.7 15.7 41.2 0.0 62 A 6549.0 6561.0 25.0 25.0 161.6 0.0 26 C 6053.0 6326.0 15.7 15.7 219.8 0.0 63 A 6169.5 6710.0 25.0 25.0 190.6 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 O. 0 .8 0,9 0. 5 0.4 0.3 0.1 0.1 0.0 0. 0 APPROVED 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 0.5 1 1 0. 0. 0.7 OJ 0. 0.5 .3 0.2 0.1 0.1 �.. 0.0 0.0 27 C 5983.0 6326.0 15.7 15.7 50.7 0.0 64 B 6010.0 6530.0 25.0 25.0 154.9 0.0 SITE PLAN -- 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 1. .9 .7 0. 0.6 0.7 0. 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0 0.0 28 D 5978.0 6384.0 15.7 15.7 0.0 0.0 65 1 6121.6 6604.2 25.0 25.0 47.9 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0. 5 8 0.7 0.6 0, 0.4 0. 0, 0. 0.4 0.2 0.1 0.1 0.1 0.0 0. 0.0 0 0 29 C! 5954.1 6439.2 15.7 15.7 0.0 0.0 66 A 6162.0 6496.0 25.0 25.0 -63.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.4 0.6 .6 0.6 0.5 0.5 0.4 0.4 4 0.6 0.9 .8 0.5 0.2 01 0.1 0.1 0. 0 0.0 30 D 5904.0 6477.0 15.7 15.7 0.0 0.0 67 A. 6060.8 6428.0 25.0 25.0 -17.4 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.7 I 1 .0 0.7 0.6 0.5 0.4 0.4 0.5 0.6 - 0.8 0.6 0.4 0.2 0.1 0,1 0.0 .0 0.0 31 D 5894.0 6531.0 15.7 15.7 0.0 0.0 68 B 5833.0 6416.0 25.0 25.0 -39.8 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0. 1.8 0 1.2 1.4 0.9 0.5 0.4 0.5 0,6 0 0.8 C. 0.4 0.3 0.2 0.1 0.1 0.0 O. 0 0.0 0.0 o 32 C 5811.0 6505.0 15.7 15.7 147.5 0.0 69 FZ 5878.0 6364.0 25.0 25.0 -39.8 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 0.6 1.1 1.8 2.a 2.8 2.1 1.7 1. G 1.2 0.8 .5 0.3 0.2 0.1 0.1 0.1 0. 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 70 E 5787.0 6282.0 25.0 2.5.0 -39.8 0.0 F r _ 33 L 5757.9 644).5 15.7 15.7 -35.0 0.0 0.0 0.0 0.0 0,1 0.1 0.1 0.1 0,2 0.4 0.6 c 1.7. 5 l4 1 2 5 il� 1.0 7 0.5 0.3 0.2 0.1 0.1 0.1 ,.0 0 0.1 0.1 0.1 0 0.0 0.0 0.0 34 A C 5681.0 6386.0 5.7 15.7 135.0 0.0 71 E 5742.0 6337.0 25.0 25.0 -39.8 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0. - 39 / 1 2 4 3 l l J.812. 4.1 .0 0. 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.3 0.5 0. 0.1 0. 0.1 0.0 0.0 e 35 C 5632.0 6317.0 15.7 15.7 -51.3 0.0 72 6 5654.0 6250.0 25.0 25.0 -39.8 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0 0. 1.1 1.6 1.6 1.2 1.3 0.3 0.2 0.1 0.1 0.1 0.0 X0.0 0.9 1.4 0 0.4 0.2 .1 0.1 0.0 0.0 91- 0.0 0.0 0.0 0.1 0.1 0.1 0.l 0.1 0.l 0.2 0.3 a 0.6 .5 `4.7 1.a 2.1 1.5 1.1 0. 6 o a o.3 0.2 0.1 0.1 0.0 0 e 2.7 0.8 0.4 0.2 0.1 0.0 0.0 36 C 5568.0 6264.0 15.7 15.7 130.6 0.0 73 A 5592.0 6136.0 25.0 25.0 -90.0 0.0 37 C 5939.0 6597.0 15.7 15.7 142.1 0.0 74 A 5499.9 6103.8 25.0 25.0 90.9 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0,�, 6 .8 0.6 a 0.8 2 1.9 1.4 0. nA 0.5 0.3 0.2 0.1 0.1 0.0 0 1'1 C. 4.1 2 = 1. 0.7 0. 0.3 0.1 0.1 0.0 0.0 75 _ 5527.9 6196.2 15.7 15.7 46.6 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 .4 o 0.9 g 0 0. 0.93 1.3 5.3 2.8 1,8 .7 0.6 0 46.8 0.3 0.2 0.1 0.1 0. 1 0.8 3.2 1.0 1. 1.1 0.5 .3 0.2 0.1 0.0 0.0 0.0 BUILDING ONE O 0.0 0.0 0.0 0.1 0.1 0.i 0.1 0.2 0.3 0.5 0.5 OS 0.8 0. 0. 0.8 1.4 2. 6.0 5.3 3 9 - 0. 4 FLOORS,48 UNITS 0. 8 0.6 0.3 0.2 u.i 0.1 0 ).0 i).6 1.2 3. � 1.5 .6 0.4 U. 0.3 0.2 0.1 0.0 0.0 THE "Z" COORDIN ',TE INDICATES THE HEIGHT OF THE LIGHTPOLES. 0J65 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 0.5 i` 0.8 .8 0.5 0.5 .8 0. 1.2 1.9 .4 7. 6 6. 5.2 2.2 2 _ 0 0.6 0.4 0.3 0.1 0.1 0.1 .0 ti ;'.5 5. 2.8 1.7 .8 0. 0.7 0.4 0.3 0.1 0.1 0.0 0.0 37 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 1.J 0.8 0.6 5 0. 7 1.2 1.7 1.8 2. 9 4, 3 3.8 1.8 'tr, 0. 0.4 .5 0.4 0.3 0.2 0.1 0.1 0.0 .0 t' 1 �." 4.6 4 2.1 1.8 1.2 7 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 13 0.4 0.5 0. 0.8 1, 0. .6 0.9 1.2 2.5 0 1 .8 5.2 2.3 1.2 .0 (.5 0. 0.7 0.4 0.2 0.1 0.1 0.1 0.0 0.0 24.2 4.1 1.4 1.6 2.1 X 3 2. 1.9 1.0 0.6 0.2 0.1 0.0 0.0 - 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0,�1 0.6 7 1.0 1.0 1.2 1J -'.6 3 : 7 .2 1. \2.1 3.1 1.4 1.3 1. 0.7 0.4 0.2 0.1 0.1 0.1 0.0 0. .4 4 1.9 1 1.1 2.0 6.. 9 .2 1.2 0.4 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0. 1. .9 0. 1.0 1.9 2.8 5 3. 5. 3 1. 1. 1.1 1.4 1.6 1.0 1. 7 1. 0 0.7 0.4 0.2 0.1 0.1 0.1 0. .1 0.9 9 5. .8 1.9 2.2 1.1 0.4 0.1 0.0 0.0 4 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.5 .6 8 311.1 0.8 1.0 1.� 3. 7.7 _47 8. 5.4 3.3 1.8 0.9 7 .8 0.7 4. 6 0.6 .7 0.6 0.3 0.2 0.1 0.1 0.1 0 2. ' 1.5 0, 01 9 3. 0 1.2 1.9 1.2 0.5 0.2 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.7 1 .7 0 0.7 0.8 1. 1.0 0.8 0.8 2.2 6. .2 2.7 2.5 1.9 1.3 C ' 0.6 1.0 1.9 5 0.6 0.7 0.5 0.3 0.2 0.1 0.1 0.1 .0 0 4.1 1.9 0. 1.4 2.0 1.1 1.7 2. S C 2 0.1 0.0 0.0 2 01.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 .8 1. 0. 0.7 C. \ .3 4.0 2.1 1.3 0. 7 5 0.6 1.4 0.7 0.6 0.8 0.5 0.3 0.2 0.1 0.1 0.1 .1 1. -1 2.4 1.4 1.4 1.5 � .1 4. 0. C. 0 0.1 0.0 0.0 - O.0 0).0 0.1 0.1 0.1 0.2 0.2 0.3 0.5 .7 0. 1. 1.3 1.2 1.1 1. X20 0.9 7 0.9 1.5 2.5 1.7 8� 0., 0. 0.9 LA 1.7 .1 2.7 1 0.4 0.j 8�'kj7 g 0.8 0.5 0.3 02 0.1 0.1 0.1 0. 08 1.9 2. 1 4. .8 .6 0.0 0.0 6 7/5/00 Reissued to Planning Board 0.0 0.0 0).1 0.1 0.1 0.1 0.3 0.4 0.6 .8 0. 0, 1.4 2.7 2. 1.1 0 0 0.9 1.1 1'4 0 7� 0.9 2.3 2.7 2. 2.6 1.4 0.6 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.1 .4 0.8 1. 1 �i.2 2 2. 0 0.0 I t 6/8/00 Conceptual Design Submittol 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 0.7 1.0 8 0.9 1.1 2.7 5 2 1 .3 1.1 0. 1.0 1.0 1.0 L2 1 4 1.2 1.3 1.5 ?.4 .9 1. 1 0. 0.7 0.4 0.2 0.2 0.1 0.1 0. 0.2 0.2 i 3 .4 0, 0. 6 0. I / No. Date Description 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0 1. 31. 1.1 1.2 2. 5.1 a 3 �'. 2.2 1.5 1.0 1.0 1. 2.6 3.9 5,7 0.5 0.4 ` 0.7 0.3 0.2 0.2 0.2 0.2 0 3 0.3 0.3 CSA 0.6 0.' 0.0 A67 Revisions \ '. =.� _.i 7 0.4 0.3 0 0. .0 0.6 0.3 0.2 0.2 0.2 0.3 .4 0.5 C.7 0. 13 0.0 $.0 0.0 0.0 0.1 0.1 0,1 0.2 0.3 0.4 0 C 8 .1 1.6 2.1 4. .8 4.6 3.B 1.3 0. 0 0 9 1.1 1.4 1 _ 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 0 1.6 2.3 3. \ .l 5. 6. \ .3 3.3 3.3 .5 c 1.0 1.0 0. 0.9 9\ 0. t .7 0.3 0.2, 0.9 0.5 0.3 0.2 0.2 0.2 0.4 06C,C 7 .8 0.6 0.0 0.0 9. 0.0 .0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 0 0. 0. 1.3 2.6 6 2 3 .0 6.7 2.8 2. 1. 1.4 1.1 1 1., 0.9 .7 0 " .8 .0 0.7 0.4 0.2 0.2 0.2 0.3 0.5 0 .9 0.9 0. 0.0 0.0 B. 0.0 0. � Drawn By Designed By Checked By Approved By 8 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0. 9 .9 1.0 2.1 4. _ `4.8 3.7 3.1 3. 4 4.4 3.1 2.2 1.3 1.2 0, 6 1 BUILDING TAO,4 FLOORS,55 UNITS 1 0.8 0.6 0.3 0. .3 0.5 S 1.0 1.0 0 0' 4 0.2 0. 0.1 0.0 B 0,0 0.1 0.1 0.1 0.2 0.2 0.4 0. 0. 9 1.2 1.8 1 2, 3.2 4.3 44 .7 .4 6. 5 5.0 3.0 L9 1. 1.1 11 t 5 500.8 0.2 0.1 0.2 0.2 0. 0 6 OJ i.9 0.6 0.4 0.2 0 0.0 0.0 LIGHTING AND PHOTOMETRICS 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0. 0. 0.9 1. 1.6 2.4 .9 A � 4.4 3.9 3. 5 ,. 4. 8.'3 2.9 1.8 1 0. 0. 1.2 0.9 b 0 0.7 0.4 0.2 0.2 0.1 0.1 0.2 .3 0. 0.6 0.8 0.6 0.4 0.2 0.1 0.1 0.0 0.0 PLAN BY: 0.0 0,1 0.1 0.1 0.1 0.2 0.5 0. 1. 2.1 3.5 5. 4.3 3.6 4.\3. 2 6 4.4 3.8 1.5 1. 0.6 0.8 0.9 0.8 ► 0. 7 0.5 0.3 0.2 0.1 0.1 0.1 0.2 0.3 9 .6 ,0 0• 0.7 0.4 0.2 0.1 0.1 0.1 0.0 BOSTON LIGHT SOURCE AND LITHONIA LIGHTING 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0. 1. 1. L.7 2.2 - 1 2 8. 3.0 2.2 6\ ' 2 A 3.2 2.0 0. .3 0.2 1.1 0.9 0.8 1. 0.6 0.5 0.9 7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0. �l 0.8 0.6 0.4 0.2 0.2 0.1 0.1 0.0 0.0 LUMINAIRE SCHEDULE 0.0 0.1 0.1 0.2 0.3 0.4 0. 0. 0 1.4 2.8 .5 .2 4 8 3.8 2.3 2, 3 2.5 2.5 24 3 .6 0.4 0.2 .6 0.9 1.0 0.9 G 0.6 0.7 .0 �r 0.9 1.3 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0 0.4 OS U 0. 7 _S .6 0.5 0.3 0.2 0.1 0.1 0.0 0.0 Symbol Label Qty Catalog Number Description Lamp File Lumens LLF 0.0 0.1 0.1 0.2 0.3 0.5 0.6 0.7 1. 1.2 2.5 4. 4 2. 4.0 3.5 .8 5 �. 2 5.7 3.9 2. 1. 0.7 OS 0. 0. 2 1.0 G. �_ 0. L1 .1 1.0 1.0 .0 1 .7 0.4 0.2 0.1 0.1 0.1 0.1 0.1 .2 0.4 0.6 .9 � 0.5 0.5 0.3 0.1 01 0.1 0.0 _ o PREMIUM CUT-OFF 0.1 0.1 0.1 0.3 0,4 0.9 1.0 l 0 1.2 2.0 4 .2 .4 2.8 3.4 S 4.6 2.7 .0 1. 1. 1.0 0.9 0.8 0.6 1. 0.9 0.77 8 1 6 1.1 1.1 Lo 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0 ' - 0.8 0.9 0.9 0.5 0.3 0.2 0.1 0.1 0.0 0.0 El A 9 KSF2400M R3 SHOEBOX WITH M400/U/ED28 94,00501 1E ::'2000 0.72 BUILDIN6 THREE 54 c SEGMENTED REFLECTOR _- 0.1 0.1 0.2 0.3 0.6 9 31 1 a 1.9 2.9 4.1 �7 5 4.1 2.8 .8 4.9 5.8 �'' 1 1 17 1. 2 4 FLOORS,55 UNITS 0.7 0.8 0.� 0.8 1. 1 1.1 AD21 .9 .6 0.4 0.2 0.1 0.1 0.1 0.1 0.1 .1 _ 8 0.8�� I 1 0.6 0.4 0.2 0.1 0.1 0.1 0.0 PREMIUM CUT-OFF 0.1 0.1 0.2 0.4 .8 3.1 5.1 b.2 6.6 5.1 3.3 2.1 8 1.3 .2 1. 1 .2 l 0. 0.8 0.9 1. 1.0 1.1 1. 1.3 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 ss �0-,-A- 0.5 0.4 0.2 0.1 0.1 0.1 0.0 0 B 7 KSF2 400M F:3 SHOEBOX WITH M400/U/ED28 94100501.IES 32000 0.72 ❑ SEGMENTED REFLECTOR 0.1 0.2 0.4 0. 0.7 8 2.6 4.5 6.8 2.3 1.4 1.0 5 O b L1 I. 1. 1.0 , O. 1. 0.9 0.6 1 6 i 1.1 1.1 1.2 12 0.7 0.4 0.2 0.2 0.1 0.1 0.1 0.0 .0 0.0 0.0 0. 7 L 0 0. 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 RP30 M175 C`✓- ACORN SHAPED CLEAR 175-WATT _ 0.2 0.4 0. 1. - .7 0.6 1.1 1.7 3.7 3.0 1.3 11-S 0.8 6 .0 0,8P`•� 0. 1. 1.2 0.7 0. - 1 1.1 1.1 .1 .8 .5 0.3 0.2 0.1 0.1 0A 0.0 0.0 0.0 0.0 0.0 0. 0.9 0.7 0. 0.4 0.3 0.2 0.1 0.1 0.0 0.0 RIZZD ASSOCIATES, I1VC. C 40 ITL39940.IES ?000 0.72 J 15 ❑ III LUMINAIRE-TYPE METAL HALIDE, RATED _ III DISTRIBUTION 14000 LUMENS. BASE 0.2 0.5 0.9 1.�- 1.2 1. 6 0.8 6 0.6 1.0 1.1 0.8 0. 0. 1.0 1 1.2 0.7 0. 1 1.01 1.0 .0 1 9 0.6 0 3 0.2 0.1 0.1 0.1 0.1 0.0 .0 0.0 0.0 0.0 0.0 � 1 l�� 0,9 0.6 0.5 0,3 0.1 0.1 0.0 0.0 ENGINEERS AND ENVIRONMENTAL SCIENTISTS DOWN POSITION.. - 9 1.01 0. 0.8 0. 0.4 .2 0.2 0.1 0.1 0.1 0.0 0.0 00 0.0 0.0 .0 r 0. 0 0.6 0.3 0.2 0,1 0.1 0.0 235 West Central Street, Natick, MA 01760 0.4 .7 9 0. 1.1 2.1 1.9 c 0.8 0.8 �. O 1.0 l 8 0.5 �. (� 52 Tel: (508) 651-3401 Fax: (508) 651-1189 ACORN SHAPED CLEAR 175-WATT 0.4 r 1.2 0.9 L 1 ► 0.9 OJ 1 141.2 0.8 0.5 0.9 191. 0.8 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0. 0.9 9 i. 0.7 0.4 0.2 0.1 0.1 0.0 AD 19 RP30 M175 QV-V LUMINAIRE-TYPE V METAL HALIDE, RATED ITL39975.IES '14000 0.72 BUILDING FIVE, 4 FLOORS 09 �UILDING FOUR,4 FLOORS 0.8 1. 0.9 0.9 1.0 0.8 0.6 .4 O.6 .9 1. 0.9 .6 0.4 0.3 0.2 0A 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.'+ 0. 0.8 1.0 0.5 0.3 0.2 0.1 0.0 0.0 0.0 DISTRIBUTION 14000 LUMENS. BASE 0,5 1 7 2.0 1.1 1.3 5. 46 32 UNITS UNITS;5,100 5F RETAIL DOWN POSITION.. 0.0 0.9 7 3.7 2.2 1.1 L 3 0.9 ^� .6 0. 0.5 0 0.4 0.6 1.01 0.5 0.3 .2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.1 0.`. 5 0 0.7 0.6 0.4 0.2 0.1 0.1 0.0 i.6 _ 8 1.3 0.6 1.2 s 0.9 0.3 0.2 0.3 0.5 .910.9 1. 0.6 0.4 .2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.8 0.7 0.4 0.2 0.1 0.1 0.1 0.0 0.0 1.6 .2 1.2 0.9 1.7 4.1 F 0.9 0.2 0.2 0.2 0.3 0 0.5 0 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.5 0.5 0.3 0.2 0.1 0.1 0.0 0.0 Project Title STATISTICS L 3.7 3.5 1.1 1.1 2. - 1.0 0.3 0.4 0. 0.6 0.5 .6 0.7 0.5 0. 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 Jefferson at Salem - 1. 2.4 3 1.5 O.ti 1.4�° 1.4 i 0 1.3 1. .4 5 0,6 0.7 0.7 1 0. 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 Salem, MA Description Avg Max Min Max/Min Avg/Min 0. O .5 2. 1.2 4 .1 1.0D. 1 c 1.6 1.5 1.3 1.1 0.9 0.7 0.6 0.6 0.6 .5 0.3 0.2 0.2 0.1 01 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 Town Home Parking 1.7 fc 6.6 fc 0.5 fc 13.2:1 3.3:1 0 i 0. 0.` 0 1.0 $ 1.0 1.0 i.l 1.0 1.3 ll.3 c 1.8 6 L �. 0. _ P 0.7 0.6 1.0 0.6 0.4 0.4 0.3 0 0.2 1 0.1 0.1 0.11 0.1 0.1 OA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Apartment Parking 2.2 fc 9.4 fc 0.5 18.8:1 4.5:1 0 0. 0.6 0.6 0.6 0.6 0.7 0.6 0.6 0.7 0.8 1.0 1.5 1.4 A 1.0 0.8 0.8 .1 0.8 0.6 0.6 0.7 0.7 0.7 0.6 0.5 0.5 0.4 0.4 0.3 0.2 2 0.1 .1 0.1 0.1 0.11 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sheet Title 1 0.1 0.2 0.2 0.3 0.3 0.3 0.4 0.3 0.3 0.4 0.5 0. .9 1.0 .7 0.6 0.6 0.5 .5 0.5 0.4 0.3 0.3 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.1 .1 0.1 1 0.1 .1 0.1 0.0 0. 0.0 0.0 Site Lighting and Photometrics Plan NOTES 1. Readings shown are maintained illuminance as noted. I ' Scale: V=50' 2. Based on a light loss factor of 0.72. Sheet No. 3. Results are shown in units of foot-candles. Job No.: 6086 4. Readings shown are taken at grade. 5. Luminaire mounting heights are noted in luminaire locations chart.. dile Nome: 6086P-CLT01 Dote: January 12, 2000 Cm6i pw ----- ---- - ' -------- -- -- -- �� . '------- - -------- - ---r---- - � - | - ------— –� NOT FOR CONSTRUCTION / i / /' v y5 THESE PLANS WERE PREPARED FOR THE ` �/! /''` /' " PURPOSE OF OBTAINING STATE I ),-` /::i J/. // ,1r / f'Y '' / i AND LOCAL APPROVALS AND ARE NOT . z;' SFV., ,/'v ! ! INTENDED TO BE USED AS CONSTRUCTION �'K a ri '` ,/' ! /1 `/ / i DOCUMENTS. y f R r�� ..':' ""`// f' . CTE SANITARY /may/i zs,, "; r,:' E -' el / S WER ., J �''<&t„fin.. t,:.,`';. , `fir r! j .' 'f J �,: 1. 1. a> r ,, `y3,<' 'r.r� ,r �. 1. �o!/ � r"m^r "r' •,6,- '� 1 , b '•.�fa 7;1f'�' .. I .1 ,g.�:'/A`. �� ,�, /,rh" /;l / /fir, /r 1./ 'n,. 'e J r<= k c�E+`,�' / y v ,J /' `y/ /`\ !" /`!;� If., .a'`j Y 'J .. "Y,,eJ,F'r 1 `v '/'•.. 1. Kn. F y/ AKS /' ,+, 'A 1. �r s r! b r/ p, '.11 i e ,( i` 6 Y" ! / .o J. w .`�. .w/ I ' M ` '<S b:>k. � 9/ �`'✓ �� f(C1, I! Jam;.. ,/ !" / f .., '"�z V .,.... f;. /1�. yl""\ !/:f�J.. or b sk".'? "', S ! r4 ~4, 0,11 / J �k x ;sib/ <, y /�,f % / . S,-\ i 1'n / `` `' , / A, } / /' a If J v tt 1. ., � // � ///�/ r� � r : m !' `' ! / ,,f, ° .- /. \, ,J , w. .. \ /,r / ` r 1 ,':. \,#: ! x O P A w r ,+, 1' 1. / t r+ 6 WAT R MAIN ..., PR OSED RELOC TED 3 E V rC/r ` c K��Aw ", /! J� ' \ . .. //` " RRte�, •, ,,f•• /, i, , /< / , I OSE ... /r /' ! PROP D ... /! 7�` ` /! RELOCATED " // � / . .. . ' .11�1 . \ ° :, ! w /` , :w' ,J'! / / // X MAIN . // 1 �` , / //. / :,. // //f ! / 11 O Al'\�/ l (i /�\/ / ,/ I 1. d y ,. , , ,'. d PROPOSED 8 PVC SEWER ; , .. n^, : j ./'` !`*'/ '//?N.'�: .1 .1. `fi fir ' d : "-'-_';;0°1' / / r/' ,./ /�r f # ; '\ ./. /+�.' : 110, � - f nom' .' ?. . . 3 .,r^' .1 \' ,. ,J ,: 1 .;'. " ' �ZI I . 4 ,!/ r .,/ 1 r;/ /'~ ! r ,/' /%` %; ;/`` » x $UILDING ONE \ NG DAR ;;, ii y / ; N� B D 1 �! /' A 4 FLOOR UNIT RO f �,. , 5 4a 5 �` F'F' VED /' r,-, 01, / ... F ; E !: /*1<111� fix i ,. .• 1. 7 ;b .� �� / /p ,_ ::,, / / ,� '� ;/ '�;' k. : r! y .: . 1. " , r' C / y . 3v.. % ~4 y' /, yw r =' t / 4 / i ' / , .41 :: f - / 1. - i .0�1 . ,•: ,: x<'': •:•e ' ..w s ;/ -/!'./`<,,, ,:e• / In t 1. w \ ! : y �' . . .a'.\ _ 1 / '`� / > —) . - "", � � a - -, I K / . .. I I 11 .. 'W' /° �F' Z .'. .:.".,*.. , % _.�I......- .:*.:. / r / y / , / r I I% -.:. : '*. ��� L") I ". rv/ , / , f _ f !. N l -.i~w..,,.,n ,ro....w.w. b,� , w .. +: ~ .. .. .. .... s.. . ...._,.n... \', ,. ...... «. , �s`rr . :: ........... *'w. `�.-$ S ✓ ice/ r .. ...„:»,......: .. //r 34\ : '' i w % _. Z� ^� :: : w / \ '�/ ..X, __ I . .I \ :" /, '' - .......... y f! I Z / \'_ c w/ ' + ,x ,1A v vC-) - \ ` % I / ° /� J/,.11\ : rw, 1 " /' .-rte 1 r,' :� I .1 �� /! / `'N` \` .'. 17 ` / € Z BUILDING TWO, ,� FLOORS, 55 UNITS C) r /"�^- . ... .. / " I 111. \ \" : "�:, Z'�I/ 1, :-.. I ; /' a' 1, / / :/ ', / / ' ! / 5 2 7/5/00 Reissued to Plonning Boord / J. 1. qq % \/ /' 9/ '+\ ' t ../ ' !` 1 6/8/00 onceptuol Design Submittol 4: /:„ . / ' t �� R OSED S1. V. y :` ATER MAIN % '.. w '; No. oatF Description c % '�< Revisions ,J,.../, "'// j' <, CTE EXISTING GAS ( Y ) ;.� lk S a< w : / , w/ 9 T P Z 11 :11 r':'r,.'� Z/' I •,w ,:M?•° ` / ,r. ,. \ i L f j s-"•". Drawn By Designed By Checked By Approved By f/� ./ / . . k , / ff , Jf r ,/ g ` BUILDING THREE _ '` /`,` f -1111-11..... ;= Yr; .Ni / 4 FLOORS, 55 UNITS Y" ,/ //,' / �9�' b i / " ss9 /, tJ k �`�. y,, 1 , C SSSI 1 ,,.:.,...... , - ...'i O I/ j .::�/ slit,i C - ....... f ' ' k i` �/ : f DOMESTIC AND _ _ G / No 15 k J i't/` ',r `"J '�' - I FIRE PROTECTION POOL G %f ;'' /1/ WATER SUPPLY I �P �� ;,... �if g - �wr' // ; (TYP) S L'r��� f / ij rr. N/ ,:x .. ij a''/ Jr f ,, ks ., Z .-.'.' ­ , .. .. F f , ': li, 7`, _ _ 9 ;;� rJ�:\' I _' BUILDING FOUR, 4 FLOORS $ •.,r .. . ".f ;t. _ I. BUII.L !NG FIVE, 4 FLOORS �z W. "w j 46 UNITS; 5,100 5F RETAIL a r ' 32 UNITS , J<, /" ,;' / .; I = - f x`., .... \, RIZZD ASSOCIATES, INC. ` /x (, I : i 40� I ,r/ r iJ . s t if /` ,� ENGINEERS AND ENVIRONMENTAL SCIENTISTS . .r/,,/j - I L , rI I 11 •.. /.; s, j j :�, t I f,'. // 235 West Central Street, Natick, MA 01760 : . : ' A` ; #:.. s / 508 651-1189 a, 11 �.� : .. s ::r, /�' -o- Tel: (508) 651-3401 Fax ( ) n;` `'1 xf r a' , � ! / U /' f' / . "' v _ _ r 2 f tf / . . . .. . . . . . . .i ,,, ,_f s<11 i. `:> : I � :/ � 11 ; , . . . � �,.:.. ND .._ . . .. ... . J•e/ .... .......:... . �' i ! i ;� 1. . : , we -' T CONNECT TO EXISTING . g ;, �. ,. %.. CTE f Pro ect Title n, .;rte . . I n HYDRANT ,;,! ., / "��� PROPOSED FIRE � �;..'.;":�:r:.A�p : ".. . ­ .. " ) , Ir Jefferson Salem ::.,; e ht ..... s a t C� //` \. d. < ` . ~ " O PROPOSED SEWER MANHOLE Sade MA m r . .. / - . :.: ' ,,M, , ',,. : ' r 1 '/''�.: .. fi SED w Q 0 ... ' ... ,..:. .::: ,.-_. ,..,. .., .. .... :. , 1 , ,. ._; ::, ,� LINE .. .. . :... :, ::; 'x. PROPOSED WATER LI ,'.,, � , �� W R O P OS .. . .. . . �— . _.w.. — „� S PROPOSED SEWER LINE , .�' •' $ is i J.;.. , t,~,;,w• ~>v38E..• :.°"a. ...„•.............. .........:,.„,x� „,.. .... .. 5 _'T' Z.,.:r .: ,,.r"'"+� .•may• a - ,. ... .> .. .. + i ^,:.;...:- .. v. : ...... :.. €> »,ex...ao,,,;.. .:>ooe>o,.x-.,.,..>: -taot::.aresx..�cam..r«;ay..zw�:-.e•�,.. .} :.w.,.,.., .._..,.....:3 .sae• »'.4'"`?xt'...-^aa. ~ ... .. .. ..um.o-;.. �7.... ~ .. .,../... 'rte.;...,,. :•: :`......-I ...�y ,.,., ,.<<..:.. .. ..... - . .. I 1 . / -� ... a• .__ _< . G PROPOSED GAS LINE < ,: _. .,r......,..... .. ,,.„n n .. ,,...,. ,. r i , ~,.,,.,.~ ,.::., ...,:,ate ., „»..�:. ...... ...... '...,,,,..,,... ... ._.. ........ .......... ,./ . ... , :.r' w... Sheet Title - . . _ _.. s ”" .. ,. ....,.. ........ .. :. 'T:.:. .. t 4 ,is ........._. 'i' .. . '+1 . . ..... .. . / C: _ .-. .... .......... ............ ............ .. , _ .b-.. ... ............ ..,,.... ....:.: yeti-' Utile Flan . : .. ........... 11 : . __............... Y .......:.. _ ;, _ .. A , _:1.: ; ... , .: ,,. >.. ......... � -� , .:: ..._. ,,.,,is,,' -:'.. F : .. .. ! : < < :. .,.:., .:. r ..... ...... _.. .. .. . . .. ,., ..... �..... .. . . ' Y , f -., _....... .... ..< :., v : v S:C.:.laY.K?.'.:XQYC.:. ....,... .a:'" .::fix :,y'•TfA'i:AMat%::M.'.'53.:'.f 4�N^i' .,. „... ..,..,. .. .. .. ..<.a=>n' „ .: . . _.,»'..>..,a v.¢ic..,.;n:a:" -:ttsa,,'w .;.wz�...... ..�rz... oraw:r.. ..:., t�r^`^..<cae'..waaz.,. ^':w«�o.: �"' `�' -- c g,,mx .,s ,se xvm 'W'::,,, 1. 2 72ra xr .s r:ro-mY:ya�« NOTES 0 ES . ,.>..;. »...................•,. ..-.,,-».,..,,w. >" v. < ;""""kz.. "„ - "'`'„.,:.Y" .3� ,,: .•s�,x?w„,>M-r.s.:5•:,r ..,,,,....,y�::.....,,:.::».w.»».-,.w: ::.�.'a 1- .:i ;\ ¢, , t :.. .,:. r r ". -•'... . :, ,.,,.... r :: : .. "•" " . . PLAN PICTS THE APPROXIMATE LAYOUT �.: .. is 4.. THIS L DE J. ... 11 w / ' .. ' ' /, ' i.t�.:, .> f ,. .. f j .. ;. ,_-/:> " WATER AN GAS SERVICE. .,.,. _ .. ; ( F PROPOS SANITARY W E ED S SEWER, D +, 1. :n:: - n .., .. .. . .. :1.1X11 r :.:r 11 ; : "' a ACTUAL LA'�OUT IS SUBJECT TO FINAL DESIGN AND Scale: 1"=40' '. " ' CTE SEWER MANHOLE Sheet No CTE GAS MAIN CTE WATER MAIN SUBSEQUENT APPROVAL BY UTILITY AGENCIES/AUTHORITIES. °b NO 6086 File Nome: 6086P-CUT01 Dote: January 12, 2000 A NOT FOR CONSTRUCTION THESE PLANS WERE PREPARED FOR THE PURPOSE OF OBTAINING STATE AND LOCAL APPROVALS AND ARE NOT INTENDED TO BE USED AS CONSTRUCTION 3" BIT. CONC. PAVEMENT TYPE 1-1 DOCUMENTS. PLACED IN 2 LAYERS., 1-112" TOP COURSE OVER 1-1/2 BINDER COURSE TRANSITION CURB TACK COAT AS REQUIRED TRANSITION v v v CURB SIpWq ` A a d a n _ », LK 12 COMPACTED SELECT 0D .:VAR'E .:: `. GRAVEL BORROW SUBBASE r_6» v v v —0» A ' , a a COMPACTED SUBBGRADE A -.�,�/ LANDSCAPED AREA FACE OF CURB p EDGE OF ROADWAY (0� VARIABLE TO 8' NOTES: j�.5.1.2;,:..MAX." U :SPE: 1. THE DIMENSIONS SHOWN AT ROADWAY EDGE ARE FIXED DISTANCES. LANDSCAPED AREA 2. AN UNOBSTRUCTED PATH OF TRAVEL WITH A MINIMUM WIDTH OF 36 PAVEMENT CONSTRUCTION DETAIL 12:1 SLOPE OR (FLATTER INCHES SHALL BE MAINTAINED THROUGHOUT THE PROJECT. ROADWAY a ° o SURFACE a o ° 3 PORTLAND CEMENT CONCRETE RAMPS SHALL HAVE A COARSE BROOM a COURSE o TEXTURE. THE RAMP TEXTURE SHALL BE PARALLEL TO THE LINE OF , N.T.S. GUTTER LINE ° SLOPE. THE SIDE SLOPE TEXTURE SHALL BE PERPENDICULAR TO THE 3 -6" MIN 6 SCREENED DIAGONAL SCORE LINE. GRAVEL FOUNDATION 00 FACE OF CURB 4 IN NO CASE ARE THE RAMPS TO BE PLACED BEHIND THE STOP LINE. 6" REVEAL 5. THE ENTRANCE OF THE HANDICAP RAMP SHALL BE FLUSH WITH THE ROADWAY. SECTION A—A 7 CROSSWALK ILAREA OF A SIDEITY POLE OR WALK, TFIXED D OHANDICAP RAMP WILL BE HANDICAP RAMP DETAIL— TYPE B LOCATED SUCH THAT THE OBSTRUCTIONS FALL OUTSIDE OF THE RAMP. 8. THESE DIMENSIONS ARE SUBJECT TO CHANGE IN THE FIELD IF EXISTING N.T.S. APPURTENANCES OR CONDITIONS WILL MAKE THE RAMP LOCATIONS 23' IMPRACTICAL OR UNSAFE. � 1o' HANDICAP RAMP DETAIL — TYPE A x — x —x — x — x — x ===Hx X X ====d N.T.S. p %� CONCRETE DUMPSTER PAD -%% 140O0 0 7, CONCRETE SLAB WITH 6x6 W2.9xW2.9 WWF CONCRETE APPROACH/LANDING PAD 7" CONCRETE SLAB WITH 8" PROCESSED STONE BASE 6x6-W2.9xW2.9 WWF FINISHED GRADE TYPICAL ELEVATION SIZE VARIES ,- LANNING BOARD 6" CONC. SLAB 2" 6" x 6" W.W.F. (1.4 x 1.4) CONCRETE CURB W/6 x6 -10/10 WIRE MESH • : i r 1-1/2" BITUMINOUS TOP COURSE 6" FINISH GRADE APPROVED 2„ :..; _ . :��,;`;;; •;__:: ::.:;:i= • • .- �''=.i • "' .: 4 6" 1-1/2" BITUMINOUS BINDER COURSE SI'�'� PLAN f 1 2 •�•• rt t:, •<. '•'• nw i. •:i ~Yi: ::t•:%• '. •••t.t•t t:�,•..r•',� :!, .l: .%�+'ter-•i.•..• 3� •�••y~i y t•t• t •t� 10" COMPACTED 0 0 0 O O O o 0 1 8'1 SELECT GRAVEL CONDUIT TO BE LOCATED PRIOR Og00 p� 0000 12q O� 2 j5 REBAR TOP AND BORROW BASE TO PLACEMENT OF CONCRETE 6" 18" BO TOM CONT. (TYP.) #4 ® 24" COMPACTED SUBGRADE SEE ELECTRICAL PLANSEMENT O.C. (TYP.) STONE_X2 #5 REBAR Bir 3000 PSI CONCRETE 12" GRAVEL ANCHOR CONCRETE BASE TOP & BOTTOM SUBBASE CONT. (TYP.) NOTE: CONSTRUCTION JOINTS ARE TO BE AT 5' INTERVALS COMPACTED SUBGRADE TYPICAL SECTION COMPACTED GRAVEL J DUMPSTER PAD DETAIL TRANSFORMER PAD BASE CONCRETE CURB DETAIL N.T.S. N.T.S. N.T.S. HANDICAP PARKING URB SIGN AS PER LOCAL CODE CURB2'-0" MIN. ^i WIDTH AS PER PLANS 4 ' 6" x6" W.W.F. (1.4x1.4) 2 9'-0" O.C. * A10 8--o" WIDTH VARIES *8 -0 O.C. - 4.. . , a � • . • .• (SEE PLAN) O.C. 2.1 � PAINTED WHITE - :�•.. . • . ° .: •. STRIPE @ 45' 4" PAINTED til •i.h•M�ttY•,• :y•�•• '•'•»•�•••~'�'-*•�• •..W..,.-.,•'ri, .,'•,•�«j,li'�•,4\•a. ♦v t•�„4.,• O�O �. 0 0 » WHITE LINE 2" o 00 0 oo I I 4 PAINTED BANK RUN 00 co WHITE LINE o (TYP.) SAND CUSH10 3000 PSI CONCRETE •• PROPOSED PAVEMENT j * I 8 GRAVEL RECONSTRUCTION Tom' 00 COMPACTED SUBGRADE 3 BIT. CONC. FOR WALK (SEE DETAIL) 24 I NOTECONSTRUCTION JOINTS ARE TO NOTE: BE AT 6' INTERVALS i 7/5/00 Reissued to Planning Board SEE DETAIL AND SPECIAL PROVISIONS FOR WHEELCHAIR RAMP DETAILS. t L6/6/00 Conceptual Design Submittal No. Date Description *COMPACT SPACE DIMENSIONS CONCRETE SIDEWALK DETAIL Revisions - * PAINTED AISLE 8'-0" WIDE FOR HC VAN SPACES. BITUMINOUS CONCRETE N C R E TE SIDEWALK STANDARD SPACE DETAIL N.T.S. U.T.S. N.T.S. HANDICAP SPACE DETAIL Drawn By Designed By Checked By Approved By N.T.S. 2" DOME CAP j(N OF JOHN J, O SHIPS C IL , cn o. 504 ALG�a 7'-8 3/4" [2356MM] W FACE TO FACE E Q /OIL\ RAIL BRACKET RING rPOST TOP I RIZZD ASSOCIATES, INC. A (LII0.00_..._ 00_ 00 . O._.. �O.... 0O00*000 I. � 235 GINWEeEsRt Central etral NSVtIrReOeNt,MENNaTtiAcLk,SCMIEA 01760 13 3 7/8" [98MM] Tei: (508) 651-3401 Fax: (508) 651-1189 Q, Q1 SQ POST i CO 3/4" [19MM] SQ PICKET 0 1 3/8" [35MM] X 1 1/2" [38MM] U-CHANNEL RAIL H U INDUSTRIAL DRIVE RIVET 3 Project Title QJefferson at Salem CD BLACK VINYL MESH POST TOP OPTIONS 6" [152MM] Salem, MA U I o Jf- Z a g ,,D2" TENSION m 3 13/16" [97MM] (2) ENDS 3 15/16' [100MM] CO CD BAND/CLAMP CITY OF SALEM SEAL / 2" [SIMM] NOM 'a Sheet Title .a. ri NOTES: Construction Details 0 SALEM 2" SCHEDULE 40 4 DEPTH 1. METRIC DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS. MIN DEPTH NOM HEIGHT (H) NOTE: GALVANIZED PIPE 2. SPECIFICATIONS SHOWN CAN BE CHANGED BY THE MANUFACTURER ONLY. IN: 36" 3'-0" [914MM] ~' INSTALLATION IN PEDESTRIAN AREAS: 12' POLE HEIGHT3. FOOTING WIDTH TO BE (4)X POST WIDTH. Li 3'-6" [1067MM] v4 ALONG STREETS: 15'-8" POLE HEIGHT a 4. FENCE SHALL BE AS MADE BY MASTER-NALCO INC. OF BOSTON, OR EQUAL. MM: 914 4'-0" [1219MM] / CEMENT CONCRETE ' 5'-0" [1524MM] � FOOTING WIDTH 6'-0" [1829MM] o1N Scale: None ,,D PIPE SPACING = 10' O.C. ORNAMENTAL FENCE DETAIL 7'-0" [2134MM] Sheet No. MM: 8'-0" [2438MM] Job No.: 6086 U STANDARD LIGHT DETAILdft aft - U N.T.S. File Nome: 6086P-CDT02 0 SALEM STANDARD LIGHT POLE CHAIN LINK FENCE DETAIL Date: January 12,2000 IY N.T.S. n N.T.S. N.T.S. L• NOT FOR CONSTRUCTION' THESE PLANS WERE PREPARED FOR THE PURPOSE OF OBTAINING STATE AND LOCAL APPROVALS AND ARE NOT INTENDED TO BE USED AS CONSTRUCTION DOCUMENTS. CROSS COUNTRY — ROADWAY e 4" LOAM FINISH GRADE PAVEMENT L /-45' MAX. TEE EXISTING GROUND 45' ° WATER MAIN SURFACE 2" BANK RUN GRAVEL MAX. Q 6'-0" MIN. WHERE POSSIBLE COMMON FILL MATERIAL TO BE o�. REMOVE & RESET HYDRANT COMPACTED IN 1' LIFTS. AS DIRECTED COMMON FILL MATERIAL ` °'. .� EXISTING HYDRANT TO BE COMPACTED IN 2' LIFTS. SHEETING. IF REQUIRED, TO BE MAIN CONCRETE AGAINST EXIST.IGATE BOX FINISH GRADE AS REQUIRED CUT OFF AT LEAST 2' BELOW UNDISTURBED MATERIAL °. � � �� °' � i PROP PAVEMENT &— GRAVEL BORROW STREET AND A MINIMUM OF 1 FT. CONCRETE AGAINST —I I I I�I-� • � .• ' , • I I I SUBBASE AS REQUIRED ABOVE TOP OF PIPE. WOOD UNDISTURBED MATERIAL � OR DIRCTED � FILTER FABRIC SELECT COMMON FILL SHALL B 12" SHEETING DRIVEN BELOW CONCRETE AGAINST 45' MAX. THOROUGHLY COMPACTED MID—DIAMETER OF THE PIPE SHALL IN LA PLAN SECTION UfJDISTURBED MATERIAL PLAN 3/4" CRUSHED STONE STEEL SHEETING DRIVEN BELOW PIT 2"-6" MIN DIA AT 6" MINIMUM IN LEDGE MID—DIAMETER MAY BE WITHDRAW NOTES: EXISTING THRUST BLOCK 5'-0" MIN. LEAST 6 ABOVE HYDRANT IF APPROVED IN WRITING BY THE DRAIN RING ENGINEER (FOR D.I. WATER ONLY). BEARING AREA FOR VARIOUS DIAMETERS 1. ALL ELBOWS, BENDS, AND CAPS SHALL EARTH OR UNDISTURBED BE BRACED WITH CONCRETE THRUST MECHANICAL JOINT EXCAVATION IN LEDGE " BED BOTTOM QUADRANT ON FITTING 4" 6" 8" 10" 12" 16" BLOCKS. JOINTS SHALL NOT BE ENCASED IRESTRAINT("MEGALUG") UNDISTURBED EARTH IN CONCRETE. I (TYP.)OR 3000 PSI, 1/32 BEND (11 1/4') 2 S.F. 2 S.F. 2 S.F. 2 S.F. 3 S.F. 5 S.F. 2. BEARING AREA IS AREA OF CONCRETE PROP. 6" D.I. 3/4" 520 CEM.CONC. THRUST EXCAVATION IN EARTH 1/16 BEND (22 1/2') 2 S.F. 2 S.F. 3 S.F. 3 S.F. 4 S.F. 5 S.F. PIPE BLOCK AS DIRECTED IN CONTACT WITH WALL OF TRENCH :d 1/8 BEND (45') 2 S.F. 2 S.F. 3 S.F. 5 S.F. 7 S.F. 12 S.F. (H X L). _(_ MIN, 6 CU .FT OF CRUSHED STONE AROUND 1/4 BEND (90') 3 S.F. 3 S.F. 6 S.F.; 9 S.F. 12 S.F. 21 S.F. 3. HEIGHT AND LENGTH AS REQUIRED TO OBTAIN t NOTE:5'-0" MIN. COVER (TYP.) BEARING AREA SHOWN IN THE TABLE W/ H APPROX. 1/2 L. •.° EXIST. :: BASE OF HYDRANT TEE/PLUG 2 S.F. 3 S.F. 4 S.F. 6 S.F. 9 S.F. 16 S.F. :a GATE VALVE 4. THRUST BLOCK SIZING BASED ON 150 PSI CONCRETE BLOCK SET L.AN N I NG 9 0ARE) WATER PRESSURE AND 2000 PSI SOIL EXISTING PROP. MECH. JOINT ON UNDISTURBED EARTH DUCTILE IRON PIPE WATER MAIN TRENCH DETAIL WATER MAIN SOLID SLEEVE WITH MECHANICAL JOINT APPROVED BEARING CAPACITY. RESTRAINT. ("MEGALUG") AS DIRECTED. , FORCE MAIN THRUST BLOCK DETAIL RELOCATED HYDRANT CONNECTION N.T.S. S1TE PLM N.T.S. N.T.S. I / \ ` V A 4'-0" A t 0000 ❑ r, I 1 00000 NOTES FOR EROSION CONTROL PRACTICES -t 0000 ❑ 00000 CATCHBASIN GRATE \ \ % 1. Silt Fence. Silt fence shall be wire—bound woodroll snow fence covered with 7. Seed Cover. Seed shall be placed on a natural, fertile soil possessing the filter fabric. The fence shall be a minimum of 4 feet high with 3/8 inch by characteristics of productive soils in the vicinity of the project. Gross seed 1.5 inch wide pickets, approximately 2 inches apart, bound together with at shall be spread by mechanical spreader at specified rate. Following seeding, least 13 gage minimum, galvanized steel wire. the area shall be lightly raked, smoothed and rolled. .111111111 TA- POLYPROPYLENE "BOOT" 9 9 9 9 Y ,.........., t......._.._....,. 'k M.e a OVERFLOW Fibers Industries Spartanburg,Filter fabric shall be either; Trevira Spunbond Fabric Type 1120 (Hoechst The entire area shall be watered until the equivalent of a 2—inch depth of PLAN t S SC 29304), Supoc N 5NP(UV)(Phillips Fibers water has been applied to the seeded surface, at a rate which will not .� : _ : . � P CATCH BASIN FRAME 14 . �, Corporation, Greenville, SC 29602) or approved. dislodge the seed. Watering shall be repeated thereafter as frequently as ° CATCHBASIN q P drying 9 9 ac GRATE �; �` � . .:. . .° >... required to prevent dr in of the surface, until gross attains on average Fence shall be supported by steel posts, driven a minimum of three feet into height of 1.5 inches. 2—Yx2"x3' STAKES NYLON OR WIRE BALED , ._. the ground, spaced mt a maximum of 6 feet on center. PE2 7/5/00 Reissued to Planning Board R BALE HAY OR STRAW s`` ': POLYPROPYLENE The specifications ,f••;.:_,: ``. `>>, FILTER BAG Fencing other than that specified above shall be subject to review and After gross appearsbunderrl so eitherPlmethode allYare se wlhc h faI methto tshowpa yea 6/B/oo Conceptual Design Submittal acceptance by the engineer. uniforn stand of gross, for any reason whatsoever, shall be reseeded and such No. Date Description areas and ports of areas seeded repeatedly until all areas are covered with a 7q f Silt fence shall be constructed and installed on the downslope side of satisfactory growth of gross. ReviSIOIIS construction as indicated on the site plans, prior to start of clearing and TECHNICAL SPECIFICATIONS: grubbing operations. 8. Drainage Ditches and Embankments. Temporary drainage ditches shall be provided CONSTRUCTIARDON TYPE TE IA EQUIVALENT) with bded hay erosion check dams spaced no greater than 100 feet sport. CONSTRUCTION MATERIAL: NONWOVEN POLYPROPYLENE 2. Hay Bales. Hay bales for construction of erosion control devices shall be new Rip—rap shall be placed at all inlets gond outlets of culverts and pipe iy MAXIMUM OVERFLOW RATE: 1200 GPM firm, wire or nylon—bound livestock feed—grode and be at least 14 x 18 x 30 outfolls. Drawn By Designed By Checked By Approved By MAXIMUM FILTRATION RATE: GPM (TYPE—S) inches �— ��— 3NS \_ ABSORBENT MATERIAL: POLYPROPYLENE nces in size. S SECTION A—A MAXIMUM FILTRATION RATE: >5-8 GPM (TYPE-0) 9. Temporary Dewatering. Dewatering operations shall be discharged into the BOOT ADAPTER DIMENSIONS: 36"x36" Boles shall be placed in a row with ends tightly abutting the adjacent bales. temporary sedimentation basin as shown on the site plan details. NOMINAL DEPTH 18" Each bole shall be embedded in the soil a minimum of four inches and shall be at= NOTE : securely anchored by at least two stakes or re—bors driven through the bales. 10. Temporary Sedimentation Basin s,F3�'�N9e BALED HAY SILT BARRIER BOOT ADAPTER MAY BE TRIMMED TO SIZE FOR A The first stake in each bole shall be ongled toward the previously laid bole NEAT APPEARANCE. to force the bales together. Soil should be compacted on the u sloe side of Basin Size: Stage 1: 15 ft. x 94 ft. x 4 ft. dee JOHN J. �m 9 P upslope g P o 0 SHIPE AROUND CATCH BASIN � TEMPORARY R A R Y CATCHBASIN FILTER the bales. Stage 2: 15 ft. x 237 ft. x 4 ft. deep U No VILo Stage 3: 15 ft. x 35 ft. x 4 ft. deep ss N.T.S. N.T.S. 3. Hay Bole Check Dom. Check dams shall be constructed and installed at intervals Side Slopes: Minimum of 2:1 no greater than 100 feet in drainage ditches or diversions as indicated on s Ate\ site plans. For storms exceeding 0.5 inches of runoff, excess volume in the basin shall i be drawn down using pump(s) with a pumping rote of between 100 and 200 gpm. F— 4. Hay Bale Cotchbosin (Filter. Cotchbosin filters shall be placed at all inlets During pumping, the suction line of the pump(s) shall be suspended in the basin Wto drainage structures as they are installed. Construction and Location of to ensure that water is drawn at or near the surface. The suction line must not filters shall be indicated on the site plans. be placed on the bottom of the basin. I 5. Seeding and Mulching. Topsoil stripped and stockpiled on the site as well as Diversion ditches with hay bole barriers at intervals of 100 ft. will direct --� t� unfinished areas that will not be worked on for one month, or will be sintered runoff of to the basin. Slopes of the ditches shall not exceed 1.57.. Location T shall be immediately seeded with erosion control seed mix and mulched with of ditches may change during construction stages as determined by the contractor Rizzo ASSOCIATES, l NC. hay. Exposed earthwork areas, which will not be worked on for more than one and construction manager. CU week will be hay mulched. ENGINEERS AND ENVIRONMENTAL SCIENTISTS During construction of the 30—inch drain, temporary storage of of least 235 west Central stet, Natick, MA 01760 Typical application rates for strow or grass mulch are 3,000-4,000 lbs/acre. 2000 gallons shall be provided at the down gradient point of construction, Tel: West 651-3401 F, tick, A 01189 m Mulch should be anchored mechanically or by use of tacking material or Captured water shall be pumped to the sedimentation basin. I h ydromulch. 00 Discharge from the basin during construction of the 30—inch drain will be to the Erosion control netting or mesh will be placed on sloped areas to be seeded as existing catch basin at the base of the slope via pumping. Upon completion of oNOTES: shown on the site plan or as approved by the engineer. the 30—inch drain, discharge will be to DMH 10. ___I 1. DEPTH MAY VARY WITH TRIBUTARY AREA: 2 0 FOR 100 SF/LF FENCE; 3 FT. FOR 6. Gross Seed Mixture. Not more than 0.5% by weight shall be weed seed and Water ponded for depths greater than 1 ft. for a period longer than 48 hours 500 ETSF_ IN FENCE, UNLESS POST ETH 1-1 2" SQUARE WOOD POST 6' not than 1.75% b weight crop seed. Dr mold—free seed shall be delivered after the end of a storm event shall be pumped as previously described. �) 3 BE SET IN PEAT THEN 3 FT. OR DEPTH / , Y 9 P Y• Project Title Q POSSIBLE BY PUSHING BY HAND SHALL TO 10 ON CENTER (SEE NOTE 1) to the site in sealed containers, labeled with the name of the seed grower BE REQUIRED. and mixture. Seed shall conform to the following specifications: Sediment shall be removed when depths approach 18 inches in the basin and Jefferson at Salem CD WRAP ATTACHMENT CORD I­_ AROUND POST TWICE % OF TOTAL WEIGHT 6 inches behind the check dams in the diversion ditches. QFINISH GRADE TYPE IN MIXTURE Salem, MA I Kentucky Bluegrass Cultivars 60 11. Miscelloreous. All erosion control devices must be constructed in a_ STAKED '-10' Red Fescue 30 accordance with the details shown on Sheet C9 and/or approved by the �p \� HAY BALE Annual Rye Grass 10 construction engineer. All erosion control structures shall be checked twice OD �\/j\ each month and after each storm event and repaired and maintained as necessary. \�/!\//� Slurrymixture b h droseedin application shall conform to the following: 1I1, 111, all, Y Y 9 PP 9� O /j//j// / // // i// /// // ////, Sheet Title QUANTITY Y 1 MATERIAL n- 2'-3' 27-1/2 Ib. Wood Fiber Mulch Construction Details J SEE NOTE 1 4-1/2 Ib. Seed 22 Ib. 10-6-4 Fertilizer 69 gal. Water j U CO i HAY BALE f SILT FENCE DETAIL CD Score: None / N.T.S. Sheet No. �- ,lob No.: 6086 U W 3 u File Name: 6086P-CDT02 p Date: January 12, 2000 NOT FOR CONSTRUCTION THESE PLANS WERE PREPARED FOR THE PURPOSE OF OBTAINING STATE AND LOCAL APPROVALS AND ARE NOT INTENDED TO BE USED AS CONSTRUCTION DOCUMENTS. EXISTING RAILROAD TRACK EXISTING SEAWALL SAWCUT EXISTING OUTLET r A I REMOVE EXISTING OUTFALL STRUCTURE EXISTING GRADE INSTALL NEW TIDE GATEI REMOVE EXISTING OUTFALL STRUCTURE i EXISTING SEAWALL SAWCUT AND GROUT INSTALL NEW TIDE GATE 4— 1 _Z APPROXIMATE LIMIT OF CONCRETE REMOVAL a SAWCUT OPENING THROUGH 3 EXISTING WALL GROUT 48" PIPE IN PLACE PROPOSED 48" APPROXIMATE EXISTING RIVER BED _ PLUG EXISTING 24" DRAIN PIPE INV. 3.2 (EXISTING 24" DRAIN PIPE) PLACE RIP RAP TO MATCH EXISTING PLANNING30AR GRAVEL FILL APPROVED ED SITE PL H---- H H � �_ AA H f OUTFALL CONNECTION OUTFALL CONNECTION PLAN VIEW SECTION A— A 1"=4' 1 4' L. I' '1 f r; CONCRETE WALL 3'-8„ LIFTING LUG LIFTING LUG ---►-A FLEXIBLE FLAP O TIDEGATE 36" X 36" GATE 2 7/5/00 Reissued to Planning Board 1 6/8/00 Conceptual Design Submittal FLEXIBLE FLAP TIDEGATE r',.. NUT, WASHER, a AND BOLT (TYP.) No. Dote Description O O ReViSIO11S 0 0 0 0 o FLAP STIFFNER 0A 0 FRAME ASSEMBLY (TYP.) pl I Drawn By Designed By CheckedBy ApprovedBy pl O O O FLAP STIFFNER 0° 010 0 0 01 ASSEMBLY (TYP.) I LIFTING HANDLE �NOF'�'9Ss90y M /� I �� JOHN J. H GNm o SHIPE 0 CI L o o. 6 04 1 0 0 0 NEOPRENE GASKET C'�Si7i A: cNC� O O RESILIENT SEAT O W � s> E A GROUT SEAL Q RIZZO ASSOCIATES, INc. MOUNTING HOLES ENGINEERS AND ENVIRONMENTAL SCIENTISTS cti (tJ 235 West Central Street, Natick, MA 01760 Tel: (508) 651-3401 Fax: (508) 651-1189 TIDE GATE DETAIL SECTION A- 00 N.T.S 0_1 I 0 0 Pro iect Title Q Jefferson at Salem 3 R A Salem, MA Q U I n OD 0 / Sheet Title F-- '. Construction Details J H H U �D CO scale: None 0 Sheet No. `D ,lob No.: 6086 I— File Name: 6086P-CDT02 U o w ° Dote: January 12,200 n -------------- 1 P1 Submittal Planned January 26, 2001 Jefferson a Station 190 Bridge Street Salem , Massachusetts Owner: Land Surveyor: w JPI Meridian Engineering, Inc. One Technology Drive 98 High Street Westboro, MA 01581 Danvers, MA 01923 'f Civil Engineer Locus , �aF<<A Pizzo Associates, Inc. o�°ti A Tetra Tech Company One Grant Street Framingham, MA 01701-9005 aF sow v� `nom ' � ws� \ N Architect: JSHIP . ?' �a 3 ciPL U), _ �-, A EDI ;'architecture Empire State Building, Suite 1221 ,SEP New York, NY 10001 LOCUS MAP(NTS) Sheet No. Sheet Title Sheet No. Sheet Title Cover Sheet C-5A Utility Plan Cut Sheet C-1 General Notes and Legend C-513 Utility Plan Cut Sheet W C-2 Existing Conditions Plan C-6 Site Lighting Plan z. C-2A Demolition Plan C-7 Construction Details C-3A Pavement Marking and Signing Plan C-8 Construction Details C-313 Layout and Materials Plan C-9 Construction Details C-4 Site Grading and Drainage Plain C-10 Construction Details C-4A Proposed 48" Drain Pipe Profile G-1 Salem Water Works 20" Water Activation C-5 Site Utility Plan X-1 Accessible Routes 0 U z� G i LEGEND i EXISTING (ON DRAWINGS C-3A THROUGH C-5C PROPOSED STONE BOUND [ CONNECT TO EXISTING CTE DRAIN MANHOLE QD HANDICAP RAMP ® DRAIN MANHOLE @D SEWER MANHOLESQ HANDHOLE oH.H. SEWER MANHOLE CATCH BASIN ❑ STORM DRAIN -D- CATCH BASIN UTILITY POLE Q WATER MAIN -W- UTILITY POLE FIRE HYDRANT Q GAS MAIN FIRE HYDRANT WATER GATE ® SEWER MAIN S WATER GATE pQ WATER SERVICE ® ELECTRIC -E- WATER SERVICE I GAS GATE ® OVERHEAD WIRES -OHW- GAS GATE STEEL BOLLARD ® STONE WALL 000C:- o STEEL BOLLARD ELECTRIC MANHOLE CHAIN LINK FENCE -O-O- ELECTRIC MANHOLE EO FIREBOX ® STOCKADE FENCE LIGHT # GUY WIRE BITUMINOUS BERM TELEPHONE HANDHOLE © I LIGHT GRANITE CURB TELEPHONE MANHOLE QT MISC. MANHOLE © CONCRETE CURB UTILITY POLE W/LIGHT BUSH / SHRUB 0 REINFORCED R C p SIGN TELEPHONE MANHOLE CONCRETE PIPE TEST PIT UTILITY POLE W/LIGHT © NOT SCALE N.D CONNECT TO EXISTING CTE SIGN � FOUNDD FND LAND COURT CASE L.C.C. HANDICAP PARKING IRON ROD IRO ACTIVITY AND USE LIMITATION AUL HANDHOLE IRON PIPE IRO NO VISIBLE PIPES Nyp STORM DRAIN -D IRON PIN WATER MAIN -W PING TOP OF PIPE TCP GAS MAIN -G- WATER MANHOLE ® GROUND SHOT 9.7 SEWER MAIN _S_ CONCRETE STEPS EAVE ELEVATION OF 27.4 ELECTRIC -E- RIP-RAP BANK RAILWAY PLATFORM + OVERHEAD WIRES -OHW- ABOVE GRADE A.G. FLOOD ZONE BOUNDARY LINE CHAIN LINK FENCE -0- BELOW GRADE B.G. HISTORIC HIGH WATER LINE NOT TO SCALE NTS MONITOR WELL © CONTOUR 14 CCNTOUR 14 TO BE ABANDONED (TBA) CURRENTLY ABANDONED* ��- REMOVE AND RESET R&R TRANSFORMER �T *CONTRACTOR TO VERIFY i GENERAL NOTES UTILITY CONSTRUCTION SEQUENCING NOTES 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN THAT 9. UNLESS OTHERWISE SPECIFIED ON THE PLANS, TOP OF ALL WATER MAINS 1. CONTRACTOR SHALL SUBMIT A SEQUENCING PLAN DEPICTING THE PROPOSED I ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. SHALL BE 5.0 FEET BELOW FINISH GRADE. SEQUENCE OF CONSTRUCTION FOR ALL MAJOR UTILITIES INCLUDING BUT NOT LIMITED x t/u/m %we onu NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR 10. THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL VERIFY THE TO THE 12" H. P. GAS, THE 36" WATER MAIN, AND THE 48" STORM DRAIN. _ 11/./W HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND DOCUMENTS SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING EFFORTS HAVE BEEN MADE TO LOCATE THE 48" STORM DRAIN SO THAT THE APPROVED BY ALL OF THE PERMITTING AGENCIES. GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF CONSTRUCTION. MAJORITY CAN BE CONSTRUCTED WITH MINIMAL IMPACT TO THE EXISTING STORM „/„/00 � Sff 2. THE CONSTRUCTION OF ALL PROPOSED WORK SHALL CONFORM TO THE THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. DRAIN - HOWEVER SOME IMPACT IS REQUIRED. CONTRACTOR SHALL STAGE THE a n uro,i� CITY OF SALEM STANDARDS AND SPECIFICATIONS, LATEST EDITION, MINOR ADJUSTMENTS TO FINISHED GRADE TO ACCOMPLISH SPOT DRAINAGE DRAIN INSTALLATION/ PROVIDE TEMPORARY PUMPING AS REQUIRED FOR THE FINAL - AS WELL AS THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ARE ACCEPTABLE, IF NECESSARY, UPON PRIOR APPROVAL OF THE ENGINEER. CONNECTIONS TO EXISTING SYSTEMS. Revisions PUBLIC WORKS STANDARDS AND SPECIFICATIONS, LATEST EDITION. PAVING INSTALLED SHALL 'FLUSH OUT' AT ANY JUNCTURE WITH EXISTING PAVING, A. MAINTAIN POSITIVE STORM DRAINAGE FOR THE LOCAL MUNICIPAL STORM DRAIN. CONTRACTOR SHALL CONFORM TO ALL APPLICABLE LOCAL, STATE, AND B. INCORPORATE REQUIREMENTS OF 20"/30" WATER MAIN ACTIVATION AND 36" FEDERAL CODES AND REQUIREMENTS DURING CONSTRUCTION. 11. TRENCH EXCAVATION FOR TRENCHES 5 FEET OR MORE IN DEPTH SHALL BE WATERMAIN RELOCATION AS NOTED IN THESE PLANS AND IN THE SPECIFICATIONS. IN ACCORDANCE WITH ALL PROVISIONS OF PART 1926, SUBPART P, Crewe By 0-9ned By Checkad By App-Cy I u 3. DURING THE CONSTRUCTION OF THESE IMPROVEMENTS, ANY EXCAVATIONS, TRENCHING AND SHORING OF THE OCCUPATIONAL SAFETYRAL- RAL JJs lU CONSTRUCTION AT THE LOCATIONS INDICATED ON THE PLANS. CONTRACTOR SHALL _ y INTERPRETATION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND HEALTH'S STANDARDS AND INTERPRETATIONS.' IT SHALL BE THE 2. CONTRACTOR IS REQUIRED PERFORM SOME TEST PITTING PRIOR T - UT CONSTRUCTION AND ANY MATTER WHICH REQUIRES THE APPROVAL OF RESPONSIBILITY OF THE CONTRACTOR TO CONFORM TO THE ABOVE R THE OWNER MUST BE APPROVED T1 . CONDITION, DIRECTION,EXCAVATE IN THE AREAS SHOWN AND SHALL RECORD THE DEPTH, TYPE, SIZE,AND ELEVATIONS OF UTILITIES IN THE AREA OF TEST PITTINGTHE CITY ENGINEER OR HIS PROVISIONS AND PROVIDE NECESSARY TRENCH SAFETY PLANS TO THE EP'µOFdigss DESIGNEE BEFORE ANY CONSTRUCTION INVOLVING THAT DECISION CITY OF SALEM PRIOR TO COMMENCING CONSTRUCTION. �� NOTIFY GEOTECHNICAL ENGINEERS SUFFICIENTLY IN ADVANCE FOR THEIR WITNESSING o �, COMMENCES. OF ALL TEST PITS FOR SOILS INVESTIGATIONS. RECORD ALL DATA AND PROVIDE TO o s ': 12. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIAL c y THE ENGINEER IN A �MELY MANNER. NO TEST PITS SHALL BE PERFORMED ON OR 4. THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES SHALL BE AT AN APPROVED SITE. BURIAL OF WASTE MATERIAL ON SITE IS NOT PERMITTED. NEAR THE 36" WATER LINE UNTIL THE 20730" REDUNDANT LINE IS IN SERVICE. ozk°�' CONSIDERED APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR q`c'STrc, PRIOR TO ANY CONSTRUCTION. UNDERGROUND UTILITIES SHOWN ARE FROM 13. CONTRACTOR SHALL STRIP TOP SOIL AND STOCKPILE ON-SITE FOR REUSE. ;. FIELD OBSERVATIONS AND RECORD INFORMATION AND ARE NOT GUARANTEED SOIL STOCKPILES SHALL BE NO HIGHER THAN 8'. STOCKPILES SHALL BE j TO BE EXACT, NOR IS IT WARRANTEED THAT ALL UNDERGROUND PIPES OR ENCLOSED BY TEMPORARY SILT FENCES TO PREVENT TRAVEL OF SEDIMENT STRUCTURES ARE SHOWN. THE CONTRACTOR SHALL VERIFY THE LOCATIONS TO ADJACENT DRAINAGE WAYS. OF ANY CROSSINGS OR PROPOSED UTILITIES AND EXISTING UTILITIES. THE R�ZZO CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES 14. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL SURFACE a RELATIVE TO THE LOCATION AND ELEVATION OF THESE LINES. ANY RESTORATION IIS COMPLETE AND SHALL BE MAINTAINED IN GOOD CONDITION ASSOCIATES DISCREPANCIES IN THE LOCATION OF ANY UTILITIES SHOWN OR ENCOUNTEREDAT ALL DURING CONSTRUCTION SHALL BE REPORTED TO RIZZO ASSOCIATES, INC., 15. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES FROM ON-SITE A TETRA TECH COMPANY ONE GRANT STREET, FRAMINGHAM, MASSACHUSETTS 01701, CONSTRUCTION ACTIVITIES AND REMOVE ANY SEDIMENT OR DEBRIS DEPOSITED One Grant Street ENGINEERING DIVISION, (508) 903-2000. 1NEREON IMMEDIATELY. Framingham,MA 01701-9005 STORMWATER DISCHARGE AUTHORIZATION NOTES 508903•2000 O 5. THE CONTRACTOR SHALL CALL "DIG-SAFE" AT 1-888-DIG-SAFE (344-7233) 16. DRAINAGE GENERATED AS A RESULT OF TRENCH DEWATERING SHALL BE www.rlsso.com _ 72 HOURS PRIOR TO CONSTRUCTION TO INFORM THE UTILITY COMPANIES DISCHARGED TO EXISTING DRAINAGE COURSES WITH PROPER EROSION OF ANY EXCAVATION ADJACENT TO EXISTING UTILITIES. CONTROL MEASURES AND SEDIMENT CONTROL IN ACCORDANCE WITH STATE 1. A NOTICE ON INTENT (NOI) SHALL BE SUBMITTED TO EPA NO LESS THAN TWO AND LOCAL PERMITTING. DISCHARGE ONTO PAVEMENT OR PRIVATE PROPERTY DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 6. WHENEVER EXISTING STRUCTURES ARE ENCOUNTERED, THE CONTRACTOR SHALL NOT BE ALLOWED. SHALL REPAIR ANY DAMAGED STRUCTURES OR REPLACE ANY REMOVED 2. ALL CONTRACTORS AND SUBCONTRACTORS PROVIDING SERVICES RELATING TO THE p,n;ect Title L STRUCTURES, AND MAKE ANY IMPROVEMENTS ABOVE OR BELOW GRADE 17. WHEN TAPPING EXISTING PRECAST MANHOLES OR SEWER PIPE, DRILL HOLES SWPPP SHALL SIGN A CONTRACTOR CERTIFICATION STATEMENT ACKNOWLEDGING Jefferson at F TO A CONDITION BETTER THAN OR EQUAL TO EXISTING CONDITIONS. AT 4" CENTER TO CENTER WITH A STARDRILL AROUND THE PERIPHERY OF THEIR RESPONSIBILITIES AS SPECIFIED IN THE SWPPP. THE OPENING TO CREATE A PLANE OF WEAKNESS BEFORE BREAKING THE Salem Station 7. CONTRACTOR SHALL REMOVE UTILITIES THAT ARE TO BE ABANDONED WITHIN SECTION OUT. 3. A COPY OF THE SWPPP, INCLUDING CONTRACT CERTIFICATIONS AND ANY Lj THE FOOTPRINT OF ANY BUILDING. ALL UTILITIES TO BE ABANDONED WITHIN REVISIONS, SHALL BE SUBMITTED TO THE CITY AND FILED WITH THE Salem, MA THE CITY R.O.W., AND ALL OTHER U11LIlIES GREATER THAN 12" IN DIAMETER, 18. SANITARY SEWER AND WATER MAIN SHALL BE SEPARATED BY 10 FEET MINIMUM CONSTRUCTION PLANS, AND SHALL BE RETAINED ON-SITE DURING CONSTRUCTION. "D SHALL BE FILLED WITH FLOWABLE FILL OR SAND. STRUCTURES TO BE HORIZONTALLY. WHEN SEWER AND WATER CROSS, THE WATER MAIN SHALL BE R ABANDONED SHALL HAVE THE BOTTOMS BROKEN, THE TOPS REMOVED TO MINIMUM OF 18" ABOVE THE SEWER PIPE CROWN. 4. A NOTICE OF TERMINATION (NOT) SHALL BE SUBMITTED TO THE EPA WHEN THE FOUR FEET BELOW FINISHED GRADE AND BACKFILLED. SITE HAS 100% OF THE DISTURBED AREAS STABILIZED AND THE SITE NO LONGER Sheet Title 19. VERIFY LOCATION OF BUILDING UTILITY CONNECTIONS WITH ARCHITECTURAL, HAS STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITIES 8. BARRICADING, TRAFFIC CONTROL, AND PROJECT SIGNS SHALL CONFORM TO MECHANICAL AND PLUMBING PLANS. (CONSTRUCTION), OR THE NOT PERMITTEE OR CO-PERMITTEE NO LONGER HOLDS General Notes THE MASS HIGHWAY AND DEPARTMENT OF TRANSPORTATION CONSTRUCTION 20. VERIFY LOCATION OF ELECTRIC, GAS AND TELEPHONE FACILITIES CONNECTIONS OPERATIONAL CONTROL OF THE CONSTRUCTION. and Legend SPECIFICATIONS AND STANDARDS WITH THE RESPECTIVE UTILITY COMPANIES. c.J ;a -`� Scair.None F- Jab No.:6086 Sheet No. C-1 W Flee Name:W86P-NOTES Date:10/27/00 i -A IOW TEMPORARY BENCHMARK CHART. \�G4F NO#S / - (SEE N07F 6 ) ��REFERENCES: Poi PotEO;�y� 78M # DESCRIPT70N ELEV. i NO I's %PATM�/ / STOVE BOLRD El ABOVE GRADE A•G BELOW_ -CER7LR9G7E Aft J80T2• Al,\t' LEAN MANHOLE lxw7UR W3L ® Gw Bttr ) 1Etee _ �71FICAIF Na 5ft 509M 77 SEVEN LIAA9HOLE ___ / PAGE 773 CAlL?I BASH ❑ HAhQ'(.AP RAID ® TOP MCPMMfT7ERLY OH•R 17.43 -O®BOOK&#X PAGE 779• 5Dg1'l �/ I7/ U71J7Y POLE O HAN)HO E V6 ABOVE -DEED BOCK 575a PALE 520-523• ,C``- 0'�rS / %/ /•� qp FIRE HYDRANT Q• 57ORW DRAW -D- 20'EAST OF WALLS -D®BOOK ISM PAGE 142• DQSIMG WATER G47F ® W4 7V?MAN -W- -PLAN BOOK M4 PLAN 70 �� FLB X-CUT HYDYPAI T 1188 � �,' N� •DOCU191M RECORDED AT 77E ESSEX SUM REGISTRY OF DEEDS �, WATER SERLtCE m GAS MAIN -°- EMH / � / , �,.\, GAS G47E O EEEC7MC -E- •••/// £7MB .AMffXE 71 FO?X-CUT 17.43 GP Chi 1PPE; C SIfFZ BOLLA/D ® 0108EAD NdtES -CNII'- Sr"FIREBOX p CHAN LMf FENCE / 1 LOCUS MAP: GUY NIRE S10CKADE FENCE R =15... �P- l/I /i,.'.. ._ �(*T LIGHT # anumouS BERM /% WV N // -- NOT TaSA#=MANOO E GRAHnE CURS /ACC BUSIH/SI87L.6 a CO CRE7E CURBA7EU8CP DIFNSCNS 4x4h1T't !MW A SURFAGE ELEVATION O 3 `i _ 7QEPHcw MANHOLE (D R P#`OR0ED RGP. 5'V `RaMI&eJ LUCK OF WALL 1&1'.* Z ,/ :. i VE' / / / / 75-�• OOVCREIE FIFE 70P IF WALL �( _ ILP CF WALL a // // / S9 ultnrPOLE wyGHT $ NOT ro SHALE Mrs Q' 1 SIGN T a' // / i / CHART OF ABUTTING OWNERS: 97CN RCD NO f«� 9•MOE I-4'-I 8'MDE '. �' /� i RRCN PIPE PO LARD COI/RT CASE LGG GLNYRF/E WUtI I �' CONCR£lE WALT (NOW OR FUNERY) wAiERY HtaLE ®° A CTIVFTY AAV USE NO HS8£PIPES LunATxiH � I^ a ORAMD&CAIE %/h ' � �/// ,��.�A AO JOSEPH d 3 MAGNOLIA a DEWA ' / \ Z LY 7E S1EPS TCP a PIPE ILP FD07NG EZEV-9.1' .FOOTNG E.EV A % Y '% �/� // {�'�->� 1LIY \ q� ,\ W '1 GRG,PD SOT +9.7 I I ` / /// //y Q�' , o ATEA �\l+ Pw eAaX 0 EAS aEVAncw of RAnO I r ° Q�F�517WO l�/ c�� q w R cc�uo RALWAYPLAMORIf + CtFHOE7E iO078VG- _ ----- ( -- _- �IMRIH-6.63 - „,•I•Y. // GP f.�P // fi a _ FLOOD ZaW BOWDARY LAE ---- - - LNA81E ro f7Ei.D MEASURE REAR (24�OU3� +i/i/ j t(, 5t !/� ` © PE7bPY BEAVER .R cy�•'1, < H7SMW NGH WATER LAE -- N WALL DWN9OVS AT PIPE OUTLET. 24 k' r. � , ,¢ / (VARIED LIEVAIKIN) y // 6 0 1.5'f +•I�* i / // OVA / \ \ / tf - �� \ O ROBERT G&SANDRA L BLDZNSNT � 'CaVrOLIR - GROUND QEVA77ON O fACE Nt£RT=.12't(24 OU7LE1) CONCRETE d // �� � / \ ` G' OF OUTFALL STRUC7LAP£18'f OUTFALL �;v� 9 =V / A �\'' y i- // CITY OF SALEM M TS NEJE SiRUC7U1£DE7ERKRATm IN MANY PLACES AAW ALL ARE �� 1 L 1 APPROlEU 7E DFL Y. Q_ �G '•% /,_ d 10\ DMH C +13. //SPS MENt .a P� DBUR 10.1 /'- / / RIM=738_// /v,GDE PPVE .. ,.+\- \ 510EW foo ...�N.a / INV i// / '� glt.GSC 1 GONG GWS (�.- rc�; POLE SCREENED UNDERGROUND U77LITY DATA REPRESENTS % /26 �_ -- ' .� //' ;�GKEN E1E PUP° #29J/J RECORD INFORMATION RECOVERED THROUGH RESEARCH Q7�S 4\Q / / / A ssiBLf X �ONGR LF. ce t 77E TOPOGRAPHY, SITE OETAL d SURI•AO£aFROVIDANM DEPICTED FE7ECN WITHOUT ENOENCE OF SURFACE D£IIIARCA7)ON AND WAS g, / t� j /.,/ // // ' \ ` \ +727 unurr� 09 'D-1 6 0 7M/s ppE A9WAVE 2&1994 M A501 vW0 9GowL�D ON MAY V MA NOT FIELD VERIFIED. �(O 9.3 7i0� 1 /; 1! / 5 / \ NYP sM 1 Stogy AavE 2 s 4 199tt sEPTE1rBER 9-2Z 1999 ocTta9ER 27, 7999 AAV MAFA7L 1` 0�' / / i� 0 20'WIDE �` 5� �BUILDYN°S SHOWN ARE ---- - - - --------- - _._ - -. RECOW##MdA 710E 74z i \ \ ins i m 18.7. 274 + ;��� �i�12J RCKEN \I • \ _ ( E15 ENT 5 ''�� RECORD m\\`� RQNALDJ,Nm Off Y 2 TIE LOCUS PROPERTY DEPICTED/S LOCATED N ZONE NDLMMAL M 91 * ,••i �i �i -B't CO,vC�� o /NV=5,715) �, //. 7 �s/ PA 7£MENT \ vA �0/NV=4. � ���Cq +123 LOCA 1 7IE LOCUS PROPERTY/S DEPICTED AS LOTS 27-Ja JS&40 ON CITY OF SALE]/ �NPP"npN�jB•8 // '� �� �/ AIM=1700 ��'$ NW 4. > 1, ASSE 4S 1!M JS DMH 4• I E LCCA 7XIV OF ALL OWE7X�LAD UAJTIES SHOW ARE'AFFRODW TE RECORD i\ O AND ARE BASED UFC N A PARTIAL FEED SURVEY AND CO MA7KN OF 1 a _.� -��-i.i IN 5)\ U LOCA770M E PLANS OF RECORD MEitiYAN ENGAMN4 w Na DOES NOT WARRANTY NDP 7NM CAOP 000LIN NM AAE REDMW 04 M ow W , / --_ 1 INAN9WRM AS ELLCII"W 19EaA TWY 7)E EFW MA1111 N/.*Tpy / •i / o :jam•^= SUMP=6.2_ \ _ \ BROK(N / ~\ (a/ARANTEP 7FE LOG17KiN OF ALL U7RJTES LIEPICII•D GYt NOT OFA'C7ID. INE LYNlRACILYI; PRIOR TO Cdalf7ROf7(E7VT CF COYS7RUCRQM,SNAIL 1£RFY C4WM ro NSWSW AaE ALifRADOM aR E1EM40A Elam A't (10 8°' •' / % / / 9� \ (SEEC.N07E7 4� \e /Nv==8.0(8) BIT CONC 7)E LOCATXN OF ALL U7L[MS AND CONTACT DIG SAFE AT 7-80-J44-7271 1R7E1nKUAL W(.IN/nn)•W.atE rR AWu OalflE �. �8• �' 87 vb / / ACLE55�E 1 ` \\ M o PAVEMENT �Z GU.aI'S IRA1/9/STp(COIM1e9l7t/9Dd REGIGWiKK / / / � _- _ ,o sorri9 E El"m CR Maw ALTERAMK ACGV.71rQl�O.f: 3a // i I I I fs INV NOT ^'. 1 TFt'S PLAN EKES NOT'N7ET0 ro SHOW U71/TY SNRNC£COI DLRT WHGH OW ON NOWIAN 0XV40ia Mc,MIALL NOY m HED uAmE Foe ,,NF114A AJA 25. / 5 y . +.Jl1d 1 iJ a 'A SS %� `$moo AM'CLAIM IL65ES a4WAas OR COSr A=aur a1'ARr ...ALO W"�:0° , / q/ ,/�•' / \ 1 ` \ W �m \ / ,\ TzI+�A s7E SLOO AL70MI0H al?(.MA11DgL®AE-LW CR AKVF=ADQ1 P� pE - Y 1 p - Z OF"AM CARO OCAA91M 191®24/1 D4R9E1sa M rel GH / // rfy 1 J 1 1� % j2 \x o ee�4s RE Orr1RED ro U1A►11m naFE1H447A7v fO1 ANY 17I1fAE I CGWCREIE q & 7795 PLAN DOES NOT SINEW ANY llA/R£OYY�IED DP UA/WdTlLEN L:ASl15 BE Qr 71E MSM"AE1i9 M471C GR 116Y FUME � 2J '+%/ // //' '. � � 'i 1 I PAD {` ` /6:� \�\'� mm-l2J8 / \ SL ,,� W4M MAY DDT, A REASONABLE AND OXAZNT A77EkiF r HUS BEEN MADE TO RE1vo 174 YEDg1E 1'f/FKLg I./ / /i q��IL/��"1. / 7 �2 \S� NV Nor ACC�ABLE\ \ P m --,�jB,Y C1CtSFRI£ANY APPA/iE7V1; ViSME USES OF ITE L.VQ HORIEI£R TF9S OC1E'S &4 I ' / 5 \/"�"'' A2 / =1aa0 c- h:l DMH / AUL \ Ai Fpv'- b NOT LYWS77N.1E A GUNUN7EE THAT NO SUCH F�iEN7Sl DaSr. ' ZOO---'' /� a V=4.8(4) I - \�\ RECORD \ v 1A'M1�,EjtT ZOBE° I INV=5.8(B 1. '' G 7. 7TE ELEVAIIOW DEP/C7ED HEREON HERE BASED ON TEE 077Y OF SU"DAIUL �. G /i po) G1 z m \ LOCA o SUB-AM CN 2,' i NO /NV=9.6 W -„� t - a // d(' (SEF I + () I c s , �� ,F+".,r£V' Y STARflVO LE7VQAURIO• STATION 37 A -A U.SGG h S AAD STATE S.RI£Y INV=9.4{0) I_ ��� SMFI/71 i. yM ,R• 17V9L STAMPID J7A-26.649' SET N A CONCRETE MOHUIE.MT 1 AM BaOW °UAA +11 / S 81 / _ R!M-1276 ?. _5 /r;DE moi' ^ �� qt •L�y�", o 80(8) \ / 1 _ \ �'•\ IV oR OUR GA:ADE LOCA7ED 617 FEET NCR771 OF TOWN HOUSE SXUAR&219 FM7 Ea SEMEN', S S "3 \Ili. N°.,.v0 P• SbL/ttEAST OF INE 501/IFEAST CYXd�E7P OF 7FE ESFX COUNTY COURT HCVS£ N b V ` "'�'M�_ FEDERAL st REET SALaL ELEVATTOV=31.01' -------- r - /,,- TOTAL AREA= ";\ ---- e --•----------- 5 i . /� f I A - \ ; \ RlM=1275 b -- '1 1•f a`�� „�Ly'1,'8t' LENC WAR1G STATION J7A ELEVA7IDV=2GB3'NA7KNAL GEODETIC V19"CAL DAMN 1929(N01029) HANDRAIL '� / "'•v - \ Z POLE WATER=7.4t BRORl7R ♦\ , `•I\, N J.r +31.07' [TTY OF SAI/EM v ((�� R •^SII �i {y ------ _ ON TOP OF i'S 6391 LJ VSO_ S✓1 - 7R4 \ b NIP �(:� \ U ,yi 0w LTR Q ✓ / ) rn I � t ----------.-------_--- CONC. WALL / W' ('.. '�4 / y \ �fCi885 '^BIT.;CONC +117YIW / c,� ` P*X EMENT \ ♦ t, 3, (/ 4. 69± A GE E S) '' PV"� 1 ,,♦ Y & ALL NVERT ELEVATIONS ARE PLUS OR MANS. _ `$ +129 n O•- / 11 - & ) \ / / �.Zs\ /\ J _ _„oyEJB•TM� R BUILDINGS SHOW ARE DEPIC/FD FROW A CCWIMA 71ON OF FEW SURVEY AND 14.6 \ .J \ ',NI y \ Pte'_ ' I I AlMH11011 CONCRETE PAD I- \ ` �,/ r'. Row°R„eG1 CITY OF SALEL ASSESSORS MAPS xGA c sl/M�IIP 4 st ... \ /3 �\y�/ 57R' 1G M FLOOD ZONE BUADARY UAE DERCIED FER£LN WERE KBTANED FROW 77E x\\ o / F PP \\\\ i C 154 ROOD INSURANCE RATE MAP CDIOKAIY7Y PARI¢Na ZSora2 GGOIB,EFFECIII£ +14,5 iI '\ GE, DATE AUGUST x 1981 ZONE DESIGNATED AS AZ AREAS LIF 100-YEAR FLOOD, 7 ' 'j 14ta I BASE EEVA77 N IO'(MGVAa -I4.Je'(arY OF su Ix HANDRAILS /'/� I + 14.9 0 p 0 ~�� ° `� - 0' o ;\ 'A 11. TIE LOCUS PROPERTY/S SIBECT ro NOII(F OF'ACMATY AND USE LMTATIOM HANDRAIL / 4.7`.. is _ (. { 'f OLE 11712• \6- •�' `-/ oA TDP of /,` r ,; J / / + u.a - OLE NO ON WALL l U / I 0 0 ,9`�- l RIM-1202 .� RECORDED N PLAN BOOK 3T/,PL4N Na 76 / i I �+ �� Au S/8-AREA WAS PWBGSELr pYT1FA As MICA 72D ON A PIAN i 1 / / r M 7 SUMP=11 \ "\ o 44• 0 0 -��� 11 /RI =2 \ f = _,q/,GE 'v ,C� A. ti y ,lL• 12 SEC77dV 7-1&(D�(fAb GF IEE CITY OF- EL Za\M OvINANC& CONCRETE i ! ul'" �+ l ✓ v/ I FoonNcs o 0 0 SlPPLE7ENTARY GLIA 77015 DEITES MEAN FYlil DOE AS EIEYA IIOV 88 FEET. -12 8 = RIM=p07 R 4 Sio �sG ?,y \ a 7 mw wAPL�A7ES E6 D DAA om-aN BORE LBRARED FRou CITY OF (TYPICAL) SSM D - RIM><17.7 f `� �' w 13 YJ / (SIE N07E 110) _ -"D'\IN,GV=6.7(8) o )`� o dSl / 1874 +140 I _(SEE A2_ - 0 L] 0 �vvP-Cd '" p Rf--71 9 1Nv=8.0 p m o �\a 1 A Alp \ I I ZONE C +14.9 1 7 SUMP-4:q,07, $ ,F, 14, MOME1.CLLLAM CITY OF SUEM DKWAUW 10 STAFF HAS AFO ED ME 7HAT A �'CN'C ® 4j\y I 1 ( I ._.. _._-_._.._.. ,'♦,.. \ O PL 0 MHy50`®_- -1.7Vp\-•Iri4,3\INV Z8( o w w PUS 24'REDUCER VALVE WAS 06TNJM N 1976 AT DE LOCA 77CW OF NW H J6 �� % i '��- / /1 ♦ \ D' R/AF=12_) / INV=7.8( 0) pn�°'nP/ f es / . 51pEw AND B& pR¶ +O 0 WA z�f -�' 11 NO 2.41SE fASF URm RESEARCH WAS CaVWW ro INLE MASSACHLIGETIS ANORAILS 4 i /iJ -- `♦��:'=-•-"'\\ O 0%pGP ) L :s UGG- �+ y�•j., T�� I SAY/RANSP RTA7KN AUTNC tTY PROPERTY. O.t<.J OMH16 % f ,G- j�IPE 9t t w �> ~^ It -141 3E�o1 7;' QSSUB- A f / -L7Q4 r� ! 0 , 1 6.6(R R�47=i2.4 ® (DMH�l urB �" ' '7.'� 1 ,=ECORO OWNER: p /3- PIPE SR/B l f� NW � f I NASSW IVC �Bl NC.�/ RIM=13.6 11 , jSgTUB- POLE 1017 NEWPORT AWD" PAE NT 1 I1NV-8.6 Il\ i RMH-1239 m 13610 jjjP.C.80X 1228 SMH158 I +148 / - PAW71/OfET,Rl 02862-ICYf9 tt e SUMP=41t NV-& 1; I S ` / BROKEN / C8i61 /NV 84: r ` / B1T`CON �/ R1A7-121 BK. CONC. r 3 I /�2-i�RIA�7 14.5 ` I Il, / / PAVEMENT '4'-^�LfCTRIC SUMP=9.7t 5 _ 075 HANDRAIL Ci PAVEMENT i < r}.�I i 7 •=N =117t_�_.; I �T OF WAY I SMH152 a _ 1RANSFORMERS l y=5?7( /�� ��.' GRAPHIC SCALE CN TOP OF _ \ I RIM=13.6 a At/ -\°N CONCRE '�g CONC. WALL f V /4 / 4 \ / - co µ i�'U • SCALE 1 X50' / \ Z ...• INV=8.4(6) GF 14.8 ,qqD CBY8RIM=14.2 NYDLPIWT�._._- .........:}•2. / Q / W -- RlM- .2 \. 139 O AVER=17.4 W M 1 4 MH 107 FEET y1/4 RIM- 4 I ��2 TOP-9.2110 4 50 0 15 50 100 100 �A e r.. NtP GVAf \� o C8162❑ NV= f^ �( \\A 118 ,�,/f i24" SUMP=TUBE .. IPI RIM-14.9 C8y57❑ t 247 GGUSr ®WATER=7 1 7 EMH ® METERS 0 5 10 ZO 40 BO / i ♦ / a I BROKc H� INV-10.9 W--74.7 �` I \ �`_. �M 14'j E POLE BROKEN !NV=10.e 1MH Oq I\> \ DMH1;54 12, / 7 S A'LK DMH1118 . �PAVEME T \ I I�PAVEMfNT F6S7A9C FIGI WATE1N LllNE ~ O I/\ \ R!M=13 1y`�,. ® S,DEW 5(MMP=357 13.54 L42 �^ It / \ \ TINY- 8' F t GON -' DM �• 44.7 \ \ I I {4 DMHJ105�® F RIM-14.0 . 1 i ♦ OMH146 �Q S7ra GUARDRAIL I �n I,SUH155`J f ,'.' !H�30.90 \\ \ Blt. G t�G �Jl l SUMP J72t H.1L� N( SUMP-6.1 `W STU" _ _ 1M=144 INV WATER=11 f ,R G �` 1 WATER=10.7 RECORD CONDITIONS PLAN OF LAND =14 1T DC7 C8,p27 P VNV=6.7(8 OU I - 173 2MLXD W --� DMH �AU WATER= BROKEN4".H.7- 1P0� I \ =135 60 -�'"�mM , L(€I OMH1116 JN l2�I0 / �R/GyT R/M=1 SUB 9.6E BIT. CONC.- 19 EVAULT )obit, 10 AIM=14.7 9r �r ��T� NV=9. I g g PAVEMENT ='�.18 ( Rl =I3 GVi -Li E _ J..1T C EMH111.9'jEFLy MH1117 SMP=9.0 .,_iL1�M MASSACHUSETTS SLOPE EASEMENT WATE/t9 gg,MN�H /5 I Rl'MH"1g3Aj-'N2.3. 3- R/MH3. ACVCENSSBIE C' \ 9.4 �1 Nb G 179 E� C8 7 ^'�a�l I ' Jl. IN/V=9.St WATER=i St 1 NOW OR FCRIETXY r .. _ =r 118.,- COC R/M>I4.8a / Ol ) NORM SHOW TAA NG - ONC � �-" . , l0 LK CO R BR N WA a.__t/NV 9- A)PINY=8.8 � WA11ti EMH OMH1120� C (ESSEX COUNTY) ® R SMH1115 .. 7 � - INV=7 ��-.� \ fMH177 o y �SDE ��� - FU OF WATER �Q]+C� i Y_ �r4, •���' ,g• C P H N BIT. CONC\SID ALK / E _ �A j SUM =9.Ok INV=10.918) /NlV 2012"Plc) I PREPARED FOR R/M=27.0 W ao 42 ` W " 5 E T STB YYY FULLI�F WATER O[l / 4(� IN V-2. I 11• nnn111 '�1 RIZZO ASSOCIATES, INC. DMH1J RIM4--2257 -0A - Ar / SMHJBH1 jjjj 7M 20TMH,y21 OMH122 0 0 w _ E R/M=14. "'P '0 t �i INV-19 6(CB, W -�- -� / ,-- 195 INV 5.8 A) \ ��1 (( J) -s-www GE �� M ) / �V SCALE.• 1'- 50' DATE.•APRIL 28 2000 INV=19.9 C84 /NV=3. B INV=14.0(DMH!(U ,y ,y --- --- .�2 7P Q INV=14.0(72) �V G W--- G W G G N _ C �• 7 _ DBS o -- M E R I D I A N RIM-2& CONC. SIDE ALK V CONC SIDEWALK A E- GONG OMH196 �g C y� 1. hL W BIT. A� RlM-14.33 SMH15 SAMH#9 4 OMH17 PAIN=20.25 DM 210.65 -1.09 V MH�7 194' RM 10 4.16€ RIM=3,5 "" 'IgC�DEWA(k RIM+14.1.4;64041 .4 6 1 41 COVER BROKEN 98 HIGH STR&Sl' RN-25.93 ,NV=4. SMHS RIM= I.. /NV 11.8,,5OMH3 f�,C RIM=14.8 B/ DR7VE�--� C•-y'y 9dH'y86 •I /ONS E N G I N E E R I N G, I N C. INV NOT ) $ ( "tel COVER BROKEN i1 /?EI/_C ACCESSIBLE INV=10. (A) INV=I4.8(CB6) INV=127(OMH1) �w INV=123 C818) -.H 1, RIM=74_78 INV=I5.8 CBB INV=IL6 CB19) BRIDGE SMNIBB J 0 DMH/91 Gj INV=6.3(4) DdNVffitS, MASSACHUSETTS 01929 INV=9.9(OMH14) �i,�'' INV-8..28 COVER 86 N =14.84 LW INV=3 9(B) 2 8 100 FLOOD ZONE A2 IDS F'L.P TELEPHONE: (978) 739-8190 NV-137(OMHro) - INV-8.0 COOVVER PAVED INV=10.6((4)y�1 DNR Na J41-1m,C 11.5/18/00 COIITOUR RAILROAD 15 UTIL IDS PLP ----- - PROJECT NO. 413 IN V-- a 1272 PG jl NO. DATE DE-ICMP770M BY L7RK'D _1 NNW 1� `1. THE CONTRACTOR WILL BE RESPONSIBLE FOR REPORTING TO THE OWNER AND ENGINEER / // // 5 q A THE UNEARTHING OF CONTAMINED MATERIALS ON SITE, THE CONTRACTOR WILL PROVIDE (,YY Q� UNIT COSTS FOR LEGAL REMOVAL OF SUCH MATERIALS TO THE OWNER PRIOR TO THE PWA COMMENCEMENT OF WORK. ,g•H-1663 L<O j / / � �; / b \ A \ 2 THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES SHALL BE CONSIDERED / p }'R �qv�y / �R+" APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY CONSTRUCTION. / S X\y'//:/ l UNDERGROUND UTIUTIES SHOWN ARE FROM FIELD OBSERVATIONS AND AVAILABLE RECORD e ��d-/ / INFORMATION AND ARE NOT WARRANTED TO BE EXACT, NOR IS IT WARRANTED THAT ALL N�' �,1''\ UNDERGROUND PIPES OR STRUCTURES ARE SHOWN. THE CONTRACTOR SHALL VERIFY THE /�� h�a t �� rn LOCATIONS OF ANY CROSSING FOR PROPOSED AND EXISTING UTILITIES. THE CONTRACTOR c-J�a SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES/DEPARTMENTS INCLUDING THE SALEM QpB� / / / c111 51i� \ ENGINEERING DEPARTMENT. RELATIVE TO THE LOCATION AND ELEVATION OF THESE LINES. ME)( ANY DISCREPANCIES IN THE LOCATION OF ANY UTILITIES SHOWN OR ENCOUNTERED DURING CONSTRUCTION SHALL BE REPORTED TO RIZZO ASSOCIATES• INC., ONE GRANT STREET FRAMINGHAM, MASSACHUSETTS 01701-9005, ENGINEERING DIVISION, TEL. (508) 903-2000. 6' © / // / I - / \ •,• 3. THE GENERAL APPEARANCE OF THE SIDEWALK ALONG BRIDGE STREET SHALL BE IMPROVED. REMOVE ALL EXISTING FENCES, GATES AND UNNECESSARY CURBING OR SIGNAGE. NEATLY SAWCUT BACK EDGE OF EXISTING SIDEWALK WHERE WARRANTED. 4. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING FENCE GUARDRAIL, POLES, BIT Pf / / ° CONCRETE PAVEMENT, RAILROAD TRACKS AND RUBBLE- EXISTING CONCRETE FOOTINGS SHALL o�},�,y vi / / � �.:_ � � BE REMOVED TO TWO FEET BELOW FINISHED GRADE AND AS REQUIRED UNDER BUILDING #2. Y bIm 5. REMOVE EXISTING PAVEMENT, REGRADE TO MATCH EXISTING AND PAVE PER PAVING DETAIL MAINTAIN AND Pl. / / EROSION CONTROL BARRIER ) PROTECT/ REMOVE ' \ (TYP) / Zp 6. THE CONTRACTOR SHALL CALL"DIG-SAFE' AT 1-888-DIG-SAFE(344-7233) 72 HOURS -/ / / /j/ � \P�Ph / PRIOR TO CONSTRUCTION TO INFORM THE UTILITY COMPANIES OF ANY EXCAVATION ADJACENT Qty '�2G / / �rY• -p / /cog,/ TO EXISTING UTILITIES. / / -13 / -/ QT' K•K WON"- PLT 7. CONTRACTOR SHALL REMOVE UTILITIES THAT ARE TO BE ABANDONED WITHIN THE FOOTPRINT l� / / ,. N�{,(Y"• 0� .� \\ � , / OF ANY BUILDING. OTHER UTIUTES TO BE ABANDONED SHALL BE FILLED WITH FLOWABLE FILL / / lM / OR SAND. STRUCTURES BE ABANDONED SHALL HAVE THE BOTTOMS BROKEN, THE TOPS BE / / g1VA� /�P �GWg P �,\ REMOVED TO FOUR FEET BELOW FINISHED GRADE, AND BACKFILLED. PPD +<293/3\\ I 55lXE ELEI%7B9 G yP• ®° 8. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIAL AT AN R ,.tl Lyf'/ / �y� \ b" C 0-0 269 �1 5 5 p 06,01 APPROVED SITE BURIAL OF WASTE MATERIAL ON-SITE IS NOT PERMITTED. O y Cw�•� 0/ i jT.'l"/ a .09 / I✓ I/ S yf Ito CONTRACTOR TO INVESTIGATE POTENTIAL OF REUSING SERVICE AT EXISTING WATER MANHOLE. // B'6%�� /fOI'• \ \ p D /5�i1// RIM-13.2 12"645 .� REMOVE lhLllY p/ i/ -\ AbW(gYPGRM`IiY aev 8B4 \� \ pip FENCE tA%W( DRGKEN \ ,k1ht-127 lyjSp / / v a \ ,RGN4LOJ.64lGMK j - _ 1414-5P.701414-5P.701414-5P.70019 Gy Pig" \ �\ o wV-4.405•,) �+" /c Afl av foe / / / OMI+5 i / OW-13627 \ ly/ 5/ p �-a_ 22b 'sN-15(12") PAN O iW 8"/ Ppb / /.. \i - / ` \ / '� / /.•/ AN-9.4. \ \\ SALE \ LGCArgv D,@2tfN gaO) ( +l4J M 4' '100051011 / / % r 'N AM-12i (W AM ° AN-B.LYB") PAf. GTA'. p+WA o � / // o = Nw cv4arsS \W + \S 1At, o REM a{¶VF Q1•� / / 1111 / 4 .01412.59 ACCESS,bSE \ ^ r REMOVE\ / / '//f ��-REMOVE AND DISPOSE OF \\ *67 RAILROAD TRACKS (REMOVE) lye /�,\•`?\\\ VkH p / /AUL \ \ K �q.Y e,Cav ABANDONtc.\ GRPtA,�,QRB d-Ww- s- -w- ( ) SUB-AREA #4, �lM�µ�rz< 2 5 Ywk - - \\ EXISTING ABANDONED Cd+4? x RLN-1235 -- - -- - - ' f cQc. / \ / / ,� /�"�• I WATERLINE \ WA01,7.4t \• i\ - - - - - - " gip. 3, I \ >< EXISTING PAVEMENT cvfccAe b'0 o S4W#7O \1 TO BE REMOVED \ \ 1 EXISTING CONCRETE PA - / TO BE DEMOLISH IIb'A 7 / ` •. A /� I I I BE-OW GRADE SLAB REMOVE AND STACK -- EXISTING HYDRANT 1' / 4\\ Cam�fffEPM RW-123O RE(.•IOVE EXISTING � R CONC ETE FOOTINGS i ❑ i CLEAR AND GR H4MfiU. I (TYP.) r--� r-� r--JZZIF - NH. H �, -• �� y� _ 1 IB4V�'Al G3V I I L � ��� / °\ \ PCE+1312 ��" I r--� r-,- r--- 02 PGI.EAYJ 961 �t� ❑ i ❑ I OM-12.02 y� Wi4'L J}-❑� r__n .-t Mvx4 /� SdN°-5.It \"\ .- "gam, ` CG11t'� 111"'CCC J L___J L WA/fR- P i--� ❑ l ❑I i )V G SMI#/CO S MN.6i0Y 3 I I CIYPKAC) LaJ __J 5M1+49- -nom RlM-11.18 \ \\ CII 101 f t 1 r11 i r-1 90-728 AW 6.7(8„) a # � \ t• AA ❑ i ❑ i i ❑ i �N14' pAIG RIM-llJ $VJ" CONTRACTOR T6 KNOCK DOWN L__ J �FI'D � #� -1/9 PN-B.Ot �, \ f� Revisions j TOP 2' OF 4'X4' FOOTING PEDESTALS I l �-- 1 RIM-121 5(m 4.3tI ® '.y)b I ❑ ❑ JJJ��� MY+50 © A&P -6. RNf-121 / .AW l.�lDlG17J 5� \\ 0 t ❑ l ❑ l i ❑ -17t REMOVE PAD Al BOLLARDS \ �/M{W/pg1J� �s�g-� \ tirx lJ � y� I I - LLJ / /`l Drawn BY DesVBML BY Cfletl) BY MO�e�BY{ a 'i HawP/1✓t / I I 0*A A UL IAL ,41L J_s , �dl I f I vNn6o/ ` SUB-AREA #1 a,-11.41 \ j ^� REMOVE Itl 66 l ,4 PAYEMENI I -- - --- IF.EAOMW ���R►l'1✓isHJ C8+51 AW 7B01 (U /�.•t• yY'VU` L__yN PWE 5R6 - \ 12.4 Nw �O If) Q,IPAff fff © M4 59 \ \ F HN J. C ew 0 11 RIM-136 > :hN+59 5W '.\ � PGiE tet" CIVIL p I + / RIM-1239 #l'6/� p No.365gAot N I ��61 �-..9 I ABD. MONITORING WELLS (TYP.) / / / / N �' -4Jt DKGK, EXISTING PAV�EEMENT / DIf.CGN;. 011:(644 TO BE R MOWED ❑ RM-14.5 / PAWACAIr CLO; m ,(l•. 0 PA wgrbe-1271 I 11pifGiWAY \, / REMOVE AND STACK g� I \ -12.53 v G 1 (REMOVE) v I I MrP ,dM-136 EXISTING HYDRANT 6NCOM1E a \ 5 C8+63 N.1%PMIf v,I �� � AN-8.4(6„) PMS©SWf•53 o REMOVE REMOVE iHb1-19.21 p , \ RIZZO w v WAMr-n.4 W/5(CPL p•�+ I �\ vArol+101 OM-92 ❑Nw w+62 ❑ 6u4aaa M-14wv-6 �w'7et GT fa-92t 1 ASSOCIATES�RA TECH a 1 ° h I D I 811-H.9 „07 D REMOVE AND STACK O INg1ER--10.91 MAINTAIN AND m PANY D 1 3 hv-109 OW-H.1 ❑ L A \PROTECT TREES IN TH SnAREA //d,l V EXISTING HYDRANT f�lf,CGT( � I�I N � INV-IOb � .fx E ym E fd j PG1l One Grant Street / o PAI�A4EN/ 0/f.COAC I � \ \\ + E +•5 EMy pMf 59 p9 / Framingham,MA 04704-9�5 1:3O (REMOVE) I^I PAl�M6Nf m~O \; NInN-6.B ) ..jfiur9t� / ( S� Swww9ao.como CL REMOVE RELOCATE SEE NOTE 9. I ,f .1 ° FENCE PAW-46 P SfEKQN�XM(REMOVE) y 5Ml+55 pow-60 1.y�'- HN�y2, Z 25flAPY - G4 (_%/_ H.9 chw �?E/l �-STT - 0-27 rae AtV-14.9 M-7390 \\ •'/ G / ° A U L WgiRR- I AftN + NlV 6.X8") pM4+ _ •''• / (- REM I -1/t[12") tMxv phi 4 PGLf I (TBA-) -13.50 �y7✓ bO G /W ' CL o Duc+� �iAty^r 4b3 I SUB-AREA 2I 9.6t I I Dlfrae +� ,�� S 0,Q aYv-17 b3.�9' / -. ' / i WNK P� Project THe L,1 F4g' -9'x'0 O pAM22 PA•EhW RA1-14Je I .9M-13.33 1 L.P• . t 5Kk i .~- _,yam" SC(.>"EfAgAL�AIf NJV-9.SCD) # 18141-13b5 vMv�615; I phN+?e R MALT � Wftf- 8' - � 19 /�/ plf.G�• �, Jefferson at YGAiCFA1"9.Y y 'X9'XB'GEEP WA r-8: yJM-H B9 PN-BxA) R/M.1353 RIM-0..43( EMOVE) ��E 94t _ ��%f 18+97car. 1 N 1SYIETAYGIIC car, Q-%9 � SGP AK �Q l i ��-77t NN-9' NI W-;Ixp) ° I GW� i/ y' � R(16Li{W2P --�-- EXISTING ABANDONED UTIUTY Salem Station 1' wv-1xv) e"wttr7 t� � •••� � -� -i F 0 57.i=WKK C-61GYJ' _ - 5YB9' ll Cli. .55' B'AYXc4f.. ff..CG1�C.5LT`W I .• � � / �� f E T �-9� �� Rin _ F, '§ Salem MA U p GN \n,, o � �i5 E EMNNBI ��1'� 0+I/2 i -�1- EXISTING UTILITY TO BE ABANDONED i 5 RIM-2151 DMH 3- p +1 -p- +va OAl/al9 - - pMY+22 YV/ �� _t if 5hWAB2 RU 6f WAI P O� u• IfNH# 1W#21 '� fM' 9��-'- Js iE� RSM-14.53 ;7w-lObt N 6CQ!?J -L�- SMl+5 - f 5M/�g f - f 5-yy W q =4V= =W-' _� PN-S.B N eet me SCCDI) 5- 5- _j- ,._�,,- _.G- --d- # B6 �� R6N-HDI 1VV-3.�0) Z IXOA10J / �`�r. ®+6 bZ1" G [Dam' n,G""� �-< CT4i1 15 -5-,-- SA! 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S 6017.279 5682.189 !OS 60!2.16] 02.481 6453.691 !891.33! 205 6233 1601.11. 5966.199 394 6456.016 6457.146 464 6490.931 6429.647 7.9!2 6384.210 305 6605.)73 598].823 394 6/13.163 61]6.393 565 6485.]60 6/51.711 313 6164.351 5929.111 343 6301 514 6164.264 .441 5699.128 512 6807.463 6443.38] 6 6070,449 5626,601 106 6052,263 3.181.99.. 206 6297.662 6220.935 306 6624.61] 6003.839 796 6482.]97 6488.8)1 566 6484.100 6451.613 516 6200.357 5936.247 551 6]38.649 3737.012 5]3 6)91.201 6480.11 t 6033.665 55]0.700 101 6052.263 3812.140 207 629!.328 6215.]46 301 6671.121 6009.115 397 6559...44 6498.8/5 567 61]6.883 6128.033 517 6318.]32 5977.699 Sf5 6790.073 5]97.]1] 575 6801,236 6/61.310 1 6028.094 5529.544 102 6051.314 5862.!31 201 6321,]66 6366.914 301 6630.041 601).906 396 6464.]43 6511.156 468 6471.967 6427.153 511 6136.0671 5931.614 Sf6 6413.007 5820.719 $15 6811..1 6417.766 9 60]6.862 5489.603 109 6051.9)0 585].127 109 6)1].739 6162.571 309 6619.6]0 5991.861 399 646].2]] 6517.514 <fi9 6463.901 6430.1.. 519 6254.497 5903.92) 547 6431.233 5043.019 576 6811.002 613.110 10 6050.841 Sf 90.]13 110 6051.970 3864.551 210 6319.456 63/1.15 310 6643.029 6005.45. 100 6411.051 6541.894 470 6466.389 643!.01] 520 6231.261 5913.9{S SSB 6141.999 5160.390 5)1 6810.422 fi/35.117 qq 11 6014.4!1 5530.519 111 6052.267 5821,626 211 6293.022 6134.484 311 6633.850 6019.3)1 401 6483.1/{ 6554.55! 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32) 6700.731 6210.014 417 65]0.033 6$77.486 483 6483.110 6111.]]4 333 6153.131 5870.32.. 561 6305.6]1 5621.163 590 6847.901 6]20.987 77 / t1 6064.21! 5681.830 321 6090.OA 5735.173 221 6102.]0] 601$.97) 321 6733.981 6115.0)1 114 6511.604 6501.18) 464 6154.)57 6213.816 331 6121.908 5924.090 563 6389.594 5609.287 591 6851.819 6311.151 4' •'b' .f,�' f' / / - IS 6091.791 5681.BSB 126 6094.809 3]11.527 223 6319.556 6059.810 ]25 6]10.584 6126.1)2 113 6301.350 6581.633 Rt3 6339.287 5965.930 575 6269.469 5855.394 563 6212.695 5593.819 592 6851.683 6301.183 p •I/, ,'?'� 26 6103.151 5681.831 126 6095.811 !]47.153 226 6286.646 6078.630 326 6737.13] 6220.661 416 6524.716 6583.119 586 618).004 5913.]31 536 63)0.551 5677.955 364 6236.373 5551.113 593 6819.460 6286.81 37 6213.530 5681.638 12) 6093.4!3 5)73.717 227 6708.763 6058.4/1 32] 6]57.628 6151.123 417 6363.471 6558.193 587 164.94] 5196.453 537 6309.982 5803.083 565 6114.902 SS//.7]1 591 6817-16 67]3.111 3$ 6213.927 5606.310 138 6093.195 5717.711 221 6324.158 6053.151 721 1]1.240 6240.618 41$ 6561.071 6552.566 7188 6190.776 5799.830 538 6424.599 5841.989 566 6203.220 5375.416 595 6833-250 6259.130 29 619].900 5590.520 129 6077.3]3 5)16.131 121 6715.256 6046.598 729 67/7.375 145.197 419 6537.17] 6492.01 489 6204.442 56)6.550 567 6190.!07 SStS-41 596 6820.061 6348.1..� ,, 30 6163.11 5591.221 130 6017.713 5]12.396 230 6339.08] 6016.984 330 6745.796 6151.756 410 6591.090 6502.061 4A 6065-131 5615.961 r ' 31 6158.022 5591.221 131 610].2]8 5717.596 231 631.131 6021.417 331 6757.159 6284.07.. 431 6593.6/! 6539-f 11 591 6514.441 61)3.360 33 6107.151 5591.721 137 611.900 5]12.073 232 63]7.0)1 6001.350 332 6)3..704 62]5.811 422 65.3.339 65]5-267 192 6197.17! 6239.610 3] 6095.791 5591.171 6 1. ]) �A }' 137 1 911 5 1.596 til 6321.]61 6071.111 337 6)6...537 6295.]01 433 651$.375 65/5.985 493 6006.377 548).910(AZN2 ox PROPERSY LINE? / ,' / 31 6076.105 5532.291 131 6155.7]$ 5717.596 234 621.482 6107.977 331 6161.71 6311.616 424 65.0.119 6551-675 491 61]8.3]9 5497.5t6(AIxT ON PRoeERTY LIRE) 3S 60!3.100 5511.515 133 621.900 !71).076 235 632].303 6023.130 335 61)3.264 6301.SB1 125 6599.061 6555.3]/ 595 5999.982 6007.10!(A3HS ON PROPERTY LM) f', + /' l`"' �•' Sgy 36 6037.091 5/97.71) llL 6160.713 !72].866 236 6333.916 6017.023 3]6 6750.051 6191.308 128 6609.510 6543.55] 496 6353.761 6361.59fi(AIHT OY PROPERSY LINE] iQ•f(fRRTH VIEYYJNOA AREA ,'4,' / 5gQ ! wI J7 6056.529 SS01.]45 17] 6153.547 !770.06( SJ1 17/.15] 5910.735 331 6752.163 6119.936 1l 6601.631 6534.261 59) 6585.010 6093.009 x} ^,. h,' 93 5 1 38 606!.730 5491.!65 131 6711.216 1740.100 231 6121.490 5941.8]7 338 6)30.819 6706.033 128 6599.959 6529.306 498 6562.]22 6061.591 } 59 589 ' ` 371 601.989 5101.083 139 6233.933 5756.!1! 237 614].51 5960.]86 379 6)36.417 6311.161 419 6604.764 6503.238 499 6536.167 600].]05 /�� / ,C/ ,C,, y,' 40 6013.532 5420.719 140 6160.136 3153.721 310 6191.01.1 5963.697 140 6581.]06 6291.410 430 6655.094 6517.440 500 6528.191 6011.683 , ,/ , ,/['/, 95 588 41 6116.12,1 5500.916 141 6276.800 5)19.196 241 $433.366 5952.332 341 6180.541 6258.499 431 6672.346 6514.389 501 6229.781 6156.199 > ) l 12 615).110 5!04.1!4 117 627{.b],1 5]99.103 242 631...536 !99).58! ]1 6174.188 153.]]) 433 6]03.171 6523.230 502 6151.1}/ 6164.)76 �,o,, h� ''Y �j/' � 5$7 579 /518 577 / 4J 6338.104 5521.714 143 6286.272 31]'1-744 293 6188.706 6010.53! 343 6383-375 6295.81 433 6680.539 6583.801 SO] 601.133 6060.0)0 �y yJ L / /' '�'/ f, / g 576 p 91 61!!.17 3531.311 144 6281.126 5783-128 244 6797.143 610.976 344 611.11 151.900 434 6]09.1)] 6491.3'. 504 6035.863 6103.392 "\/�� V`' .'y� .� 1 ' 43 6165.740 3503.738 343 6286.)63 5]B$-155 IIS 6421.]14 6047.698 345 6383.014 116.906 15 6130.231 6506.912 505 3991.998 3988.193 j'3 tD / �/ �� / , 58 575 6' BLACK VINYL CHAIN 46 6177.177 5513.710 147 63]6-325 5877-781 146 6381.716 601].)00 396 151.361 147.419 436 6619.203 6510.{05 506 6016.91 6013.2]1 Y1• ,i ry 'J ,'�,' > (; 86 62 56 ¢qQ \ LINK FENCE(TYP) 1 6210.109 5566.315 141 631.95$ 5830.16! 247 6383.130 6021.391 317 631.]05 6211.571 171 6691.)13 6512.596 SOt 6084.1]0 6043.206 G�f�` d ,, LANDS+APIB'AREA .4 5' BIT CONIC. 7 571 574 \ �.•�-� ,�.,' 4t 621.311 5569.17] 148 6406.087 5917.961 241 6413.705 6018.111 346 6120.720 6219.921 430 671.71 618].59] 501 6173.843 6146.59] �,/ ' 1 6231.061 5579.645 117 6519.!18 5901.201 141 6419.648 6069.137 349 6)39.8]0 6236.841 479 6809.181 6294,)51 309 6130.777 6342.374 '#,/' ,,( , ,20'�4S/ 584 SIDEWALK 573 ,,,--"'� u'b•%' -,.�'� 50 6243.45) 5509.5:2 150 6421.732 5930.435 250 6437.182 601.249 350 6775.207 6327.301 410 6812.181 6431.]82 530 6631.551 611.61 , 'a,�/ / '.I 570 rt')'•�' S1 6234.17! 55)7.939 131 6389.908 3931-649 231 641/.93] 6077.631 331 63]0.213 6273.707 441 6)56.520 6/]6.9.15 _ p�a L1ff��]]M+f�RI 37 6251.142 35]2.406 152 6386.652 5930.64/ 252 619.9]8 60)4.89) 752 6385.4]7 631.471 141 6)51.599 67116.11 ', }' �' 7"$""-'ANC S69 /' i�5 •/ 33 6]40.13,1 5631.97,1 IS3 6398.9]2 5920.163 253 6411.138 6093.06! 353 6380.151 6350.371 143 6)36.606 6173.613 �`^+ ' / I ' 33 �` 568 54 6330.074 5670.953 111 6251.026 S13.11 21 6423.986 6016.877 355 6390.8)6 6359.687 444 6731.885 64)1.)70 " / y r 33 3 4 476 53 6356.762 568,1.353 133 6236.579 5819.925 253 6411.913 6101.495 355 6399.769 6359.]00 445 $71].093 6470.230 y ' 56 6331.]70 5675.641 ISL 6240.025 5827.199 256 616.753 609).115 356 6381.707 63)0.11] 146 6113.1)] 6569.381 Sl 6123.741 5536.082 131 6301.0)9 5891.501 751 6435.986 6112.770 35) 167.22] 6364.281 17 6697.785 6466.854 .(yiwr �' , '/ / 327 33 1 ' i 52 651 103.330 5607.830 131 6355.353 3939.)86 251 64 25, 32.686 6144.397 351 6]1.301 6364.903 11 66:3.667 6564.8/7 ,4tl o ,�,/ '' / 337 p/p 60 635). 911 3 9 6331.443 6366.5 11 5651.312 160 63]0.0],1 39525641.252 139 6360.378 -110 160 6436.472 6141.889 360 151.166 6355.913 150 666!.95) 6411 449 6 61.4]3 � ' ' / 336 331 / 2 �� R�"-�--- BOLLARD$' 61 6643.380 5741-393 161 6]5$.0/4 5967.962 261 6197.708 6361.068 361 6333.5]: 6351.]00 451 6651.166 6458.938 ' / '� 2 ..... "� 62 6434.371 3753.320 161 63/1.633 591.159 362 6501.210 611.618 31 6265.453 63)8.631 452 6646.211 6558.095 ' < �' ,�, / 326 339 / 3 63 6299.773 5613.192 163 179.8,15 5981.)16 267 6433.!5] 6005.816 363 6739.134 180.991 IS3 6631.453 6455.561 /�R('��]1 1''�y' ,/y' > / 325 4 64 6350.99{ 5765.)59 tf4 6310.113 5991.113 267 6436.095 6009.818 364 624:.665 6385.503 454 616.531 6454.)1. ;l y / ,fi yN /' / ,z 338 l•/ 63 6525.210 3817.224 165 6301.])! 600].603 265 6450.3]3 6007.673 365 6240.33] 6]6).860 455 6582.101 6416.861 'y V / '/ �' , ,> 317 66 651.191 5141.313 166 62)1.092 6050.766 264 6300.a4 6100.005 366 6221.511 6392.371 156 6577.186 6415.988 Y q/ ( 61 6243.1]0 5621.14! 11 6240.875 6090-549 267 6490.212 6106.$55 367 6215.075 6397.096 157 6567.{IB 6412.631 „$" B .+'77NYL 379 3 4 5 GRASS-PAVED CONNECTION I 64 145.392 5617.777 11 6119.905 6071-190 261 6331.60) 6116.633 369 6202.619 6401.606 158 6556.1]5 67111.53) I'' g EMERGENCY ACCESS ONLY 11 6160.641 5619.034 161 6101.7)3 6055.456 269 6537.985 6101.732 369 6196.291 6407.963 459 65/3.73] 619.115 'IAIN,�CIN FENCE ,'\,'' 6 l0 150.516 5650.111 170 6192.91 6049.506 210 6513.814 6109.496 310 6183.831 6408.475 460 6530.304 6536.695 r / ,,�',' / 1 9 2 g 3 ® 7 434 H2O 20' EASEMENT 71 6256.91 561.LOf 111 6389.590 6052.!10 271 6504.15 6092.802 3)1 61]7.51 6410-B3t ' /t1 1.1 )I 6338.330 5]51.024 377 617].01 6067.084 2]7 6480.626 60/3.810 372 611.317 6417.13) ,�', RR 43 73 6294.127 5701.771 173 6110.341 605L.651 273 6154.769 5995..16.. 373 6171.216 6434.810 ,'3V' 'S" 96 93 74 6360.618 57)2.]90 174 6152.422 6072.651 274 4 1.359 5987.133 3]4 630,1.714 6401.809 /"H )S 6107.302 5827-006 ilS 6181.109 6103.17] 273 6464.716 5981.122 371 6123-321 6440.600 tp, ,Lr/ ' "''/ / 29$ 2 BITUMINOUS CONCRETE SIDEWALK )6 6437.916 5864.881 176 6229.606 6091.i1i 216 6{B]./$7 5968.70) 376 6177.521 6427.406 '`q/ 77 6451.194 5182.13 177 6220.153 6101.741 377 6501.041 5961.941 317 6167.271 6471.941 ,n�{'v" i"„/ .�'% ' i I f ' '' / J/1+ 9 433 4 431 \ 11 693.1-149 5..94.5]0 1),1 130.598 613].043 718 6557.243 60!7.511 378 6170-607 6119.593 .(� wv� / 2 )9 6456.198 5884.]83 179 115.417 61]3.919 379 6572.481 6094.036 3]9 6231.989 189.83$ .�49'�' I�✓ pM14,0 1 VIEV )Y1REA '�,'' Q 80 6472.499 5871.]51 180 6232.693 6130.668 280 6591.412 6120.316 380 6713.])6 6360.01 ," BI 641.774 5666.020 181 6193.036 6152.495 281 638$.790 6331.662 381 132.096 6/05.210 ft'\' a' ,� ,� ,�"�' 4 ei REMOVE EXISTING FENCE i 82 6453.81 31]4.411 182 6192.264 6141.550 1Bt 6643.162 6134.945 382 6365.994 6398./!4 ✓" " :,y I I 313 299 511 282 R=15' / DNC. 83 5993.512 516!.509 163 6149.17 6119.101 287 6631.191 6117.286 383 1311..2L 6402.612 SEA WALL .✓'� "+''� 1 1 CUR 84 6000.931 3711.961 164 6141.015 6121.609 284 6629.114 6129.162 381 6401.416 6414.107 ,�✓' ,�/.,/ BS 6051.616 5712.59,1 185 6175.50] 6091.317 21 6622.396 6135.130 305 6423.5.13 611.54) ,f/r �'' Y I ' ' 3 7 1 283 86 6051.716 3716.1. 111 6061.13 6021.294 1.171107 5991.2 7 6615.133 6121.292 3 51 1 1 131 86 641 1 05.122 64101.141 .887 9P' /v' 1 /'Ip</ / \ 84 510 1 3 08 6029.616 5713.596 191 6004.621 6001.584 288 55/9.31) 5917.226 381 6138.643 6440.8)1 fig 'J/�/ / Q 3� ❑ 4 4 6' BLACK VINYL CHAIN f '�'' 309 3 6 285 BUILDING ONE 89 6005.011 5111.141 189 6013.03] 591.153 289 6316.218 5942.)10 389 6441.41. 155.312 '286 / ' \ LINK FENCE (TYR) 90 6029.030 5151.25] 190 6029.620 5958.327 290 6483.31 5964.919 390 611.119 64!).622 9l 601.11 5151.269 191 601.33! 5944.482 291 631.]3/ 6173.980 i 1 3Q 301 4 FLOORS, 48 UNITS 426 O\ 93 6028.)19 5772.420 192 6134.624 6.91.170 292 661.890 6199.361 Ij� ^' ' / 4 5 429 42 97 6001.111 5171.814 197 6073.11 5996-318 39) 6690.SBB 611.716 y > 305 280 4 7 8 O 94 6001.07] 5844.254 191 6119.338 6084.06.. 294 610!.454 6386.106 95 60]0.559 s644.164 19s 6068.8]2 $991.105 29s sn5.n7 1so.n4 nF^ ,.F7�{Q/10SED MBTA EASEMENT , '� � / qg 4 42 425 96 60]0.425 5823.650 196 6011.663 6052.039 296 6694.908 6143.99) •% 'L 81 7' CEM. CONC 3 421 9] 6000.961 5154.012 191 6031.410 6041.157 297 6710.141 6170.555 {'i� 302 R�15D' 291 SIDEWALK 343 5 91 6031.560 5653.920 198 6052.208 604!.349 191 6684.603 6100.406 �)yl % \ [ `r p' ¢22 q2q 99 6007.816 5983.692 199 6108.891 6115.701 299 6652.676 6071.186 '4j'/ CONQRETE $ 100 6016.101 3952.386 200 6195.)92 61]6-336 300 6631.177 6060.931 ,r. ,} ' � / 4g$ 279 CURB � 5' CEM. 423 413 \ NOTES ! '" '' p 5 SIDEWALK LANDSCAPED 418 41 d �'�i' / p R=160' p` I� 8 AREA 1 -. 1. CONSTRUCTION COORDINATES AT BUILDINGS REFER TO EXTERIOR FACE OF THE BUILDINGS. / ,7.J., 'ARS 03 \ 278 1 ' 417 4; 111RRT11L EVNJJq/ / 499 GPS�O 268 R=5' 5' BIT. CONC. 59 41 410\ 2 SEE PLANTING PLAN FOR DETAILED CONSTRUCTION IN THE POOL AND VIEWING AREA. ,j✓ 'r I ! I,%� ' / 0' CEM. CONIC. p5 R=3, 269 SIDEWALK O Y�' � / + SIDEWA 288 ��500 (TYP.) / 40 \ VV 416 7' CEM. CONIC. 408 q 3. ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. \1,KNDSCY'fPED AREA 289 28 27 491 ' 2 415 74 SIDEWALK DNC.TYP) 40 4. REFER TO ARCHITECTURAL PLANS FOR DETAILED FLOOR PLAN DIMENSIONS. ,v >� / / 271 262 \ 77 5. SEE SPECIFICATIONS FOR REQUIREMENTS REGARDING SUBGRADE PREPARATION ''� 5 6 261 492 / 4 3 R=3' 0 405 \ \ � 49 276 483 ' 4 0 ` 290 27 267 341 g5 396 403 \�\ 6. REFER TO THE CONSTRUCTION DETAILS SHEET AND SPECIFICATIONS / 466 0 \ 50 R=3' 80 STAMPED 5' BIT. CONIC. 7 401 (R) 81 CROSSW 5' BIT. CONIC. SIDEWALK (TYP.) 4 98 399 00 \ FOR CURB AND PAVEMENT JOINT DETAILS ' / / 551 CONCRE 274 512 342 395 0 7. BARRIER FREE (ADA) RAMPS SHALL BE CONSTRUCTED AT ALL STREET ,/' / r�r2 8 7B 275 7 SIDEWALK 260 259 69 INTERSECTIONS AND DRIVEWAY APPROACHESARAM 2 9 265 484 LANDSCAPED 4 394 392 397 \ 553 7 (Typ') 40 2 9 258 / 344 AREA ' 47 473 393 90 9 n 480 8. REFER TO LANDSCAPE CONSTRUCTION PLANS FOR ENHANCED /' 2 547 76 78 41 263 264 55 257 387 89 -� PARKING LOT AND SIDEWALK PAVING LOCATION AND DETAILS. / / R=3' 238 CONCRETE 245 5 / 554 538 . E CURB 5 54 472 0 / 9- UTILITY WORK AND ROAD RECONSTRUCTION IN HOWARD STREET /J' 5 ( 1 D(TENSION SHALL BE STAGED TO ACCOMMODATE LOCAL RESIDENT /> / 55 t4 253 6 4738 TRAFFIC AND PARKING AT ALL TIMES. NOTIFY ABUTTING /y �/ 56 5 2 - - 8 0 \ RESIDENCES 2 WEEKS AND AGAIN 2 DAYS IN ADVANCE OF ALL D� 5 CONCRETE 5 ,�CCONIC• 24 5' BIT. CONI�C�..p' 35 TRAVEL AND PARKING RECONFIGURATIONS. COORDINATE ALL �/ 557 CURS 5CUR8 242 47 SIDEWALK 35 55 383' \ \ - STAGING WITH LOCAL FIRE DEPARTMENT. `� / 558 539 152 (n.P 246 � 345 356 \\ 536 160 232 STAMPED REMOVE EXISTING FENCE 10. PROVIDE NEW BITUMINOUS CONCRETE CURB WHERE CURB IS 59 15 23 CONCRETE BUILDIt.. TWO 351 350 5 deli ]57 382 \ i AND REPLACE WITH NEW MISSING AND REPAIR/PROVIDE NEW BITUMINOUS CONCRETE 60' 6 7 61 4 FLOORS,55 UNITS / �.,:d' FENCE (SEE LANDSCAPE SIDEWALK (5' WIDTH) WHERE REQUIRED OR AS DIRECTED. / p 4 158 CROSSWALK 347 350 BEGIN CEM. \� PLAN AND DETAILS) TRANSITION FROM REVEAL OF EXISTING CURB. 5 4 55 54 \y�Qe\ 147 CONCRETE 6 /3 9 CONC. CURB .-S.-AND ENCLOSURE \ / 1 +/za/a PI 5Le7RITAk 146 CUR 3 10' CEM. CONIC. Q 485 236 22 SIDEWALK 349 5' CEM CONIC 3 ` 359 z n/w/c0 002 veurna / 54 yC,P 540 534 1 235 20 SIDEW 38 ' / 60 e?� 537 233 29 2 2 0 348 r� ;:,\ n/n/A om PRop56s at 5 GONG. p�L/K/B 63 6t CURB CONCRETE 543 157 16416 7 224 209 21 (TTP') �, REMOVE EXISTING GUARDRAIL / 73 143 2 211 20 206 / �� \, FENCE AND CURBING Revisions H 62 10' BIT. GONG. 45 486 ti, 22 1 BIKE PATH 4 142 5' BIT. CONC. 563 541 535 SIDEWALK (TYP.) 22 218 CONC CURB n7� i icy / 6 136 13 4 = 5• R= 5 16 14 482 a..,5\I^^ REMOVE AND RESET 0-ay eBsyR.a er cn.a.a av Monn9a By C. iL ( 52 ;215 k i y 51 5 522 1 520 GRANITE CURB RAL RAL JJS v _ / /48 71 137 139 487 523 52 • BIT. CONIC. 3' 6 'R" TRANSITION TO ` N 50 67 0 68 732 20 17 PARKING AREA or P ;6 CONCRETE CURB 200' - 1.511 RET 111646 WALL 5' CEM. CONIC. 187 R=3' 21 20 TYP Q' ' r7 (C I.P. CONCRETE OR MODULA�t / E DETAILS) 4 STAMPED CONCRETE SIDEWALK 15 52 518 ( 20 205 ( ) 1 5 564 4 16 CROSSWALK (TYR) 15 STAMPED CONCRETE 7 178 50 END BIT CONC CURB S�yc ^ CROSSWALK 525 517 16 179 BEGIN CONC. CURB J / " s OHN i. m c C. C (TYP. / 565 528 =45 a 177 180 5 (TYP BOTH SIDES) 4 RECONSTRUCT !� az"`.9 0 �!''°. \` , 566 28 27 BIT. CONC. 4 POOL CONIC 16 © ` v jL( 7 Ogg DRIVE WALK BUILDING THREE ADA RAMP / 6 \ EXISTING ROADWAY a� (U by 29 527 576 4 FLOORS, 55 UNITS ADA R PS ZOQ :L SEE NOTE 3 488 528 ti TAl ,'j•' 567 � (TYP) 182 181 R=q9' 494 / 7 \ L7 41 46 4 18 30 'X5' CONC. PAD = 529 1 d 732 75/ =25 \ 7 3 „� ��,� LEGEND 3 ;�' r 45 p 3 ,R=68 q STAMPED '?` ? �� BUILDING ENTRANCE ,42 43 31 13 537 1 / 502 CONCRETE LANDSCAPED 7' ` 0 �, 532 513 d'7i 17 i CROSSWALKAREA- \ I ZZO � 12' 12' AREA 481 1T as' tT 73 111„/// ; ,�j xr"y_ BUILDING FIVE ® ANOCFEPNCE � :-:: / 84 +: . U 4 FLOORS, 32 UNITS :Ek: 192 --- r1 I ,t'`��+5# i BUILDING FOUR, 4 FLOORS R=460' REMOVE EXISTING CURB 3h3 J� ASSOCIATES ff R=¢84' z 75 RESET EXISTING CURB TO CONSTRUCT GD /'hyf I 46 UNITS; 5,700 SF RETAIL / 85 „��'"" / 00 3 MAINTAIN AND � ~�� �" ADA RAMP WITH BIT. CONIC- SIDEWALK A TETRA TECH COMPANY 5' BIT. CONC. PROTECT EXISTING �'"'' �''"„1 _7 R=15' One Crant Street �1 COMPACTOR / �• 199 AND.tNCLOSURE ry'- 3 281 2 26 SIDEWALK TREES ,,..� s' ',.1 Framingham,MA 01701-9005 lw, 2 124 •"'.`•` I~ ZONING LEGEND wyry nUO.cOm _j �l 123• RE i>,.,. i L 508.903.2000 0_ 4 130 129 'N 507 q .<^ ADA RAMP / 19 ADA RAMP TRANSIT] 22 O 193 BIT. CONIC. CURB (TYR) i MATCH EXISTING Q j DISTRICT- INDUSTRIAL (I) /PLANNED UNIT DEVELOPMENT Z (�) 49 TO CONC. 1 Q -� " CURB AND SIDEWALK ?iy J "`a 20 21 24 SIDEWALK 11 195 186 503 -_ "`� LOT AREA 14.7±AC , 1 - 85 6 t 113 112 109 n 106 105 R=64' 2gg BIT. CONIC. ROADWAY 7^ SAWCl1 ;AN - LOT FRONTAGE BRIDGE STREET 976.58 FEET a FUTURE R.O.W. 12 22 1t 115 114 111 170 10 07 to SEE NOTE 10 10 R=40� r,o�ect me w 9 � 102 LOT FRONTAGE HOWARD STREET 268.55 FEET v) 5' BIT. CONIC ' 8 7 6 14 88 90 92 95 98 tot 190 R=25' 197 R-25' ' '/l & LOT COVERAGE BY ALL BUILDINGS 16.0% Jefferson at Z SIDEWALK ( - 5' CEM. CIN•IC 100 89 ; '. 506 -�"'��::-✓ �: 3 �... OPEN SPACE 50.9% Salem Station l7 93 ' ALK 89 9 :�..• SIDEW .-"' 9,T-�.-.�r.-r-: _ 11 1 s04 r- -'ice 11 U rte_,.. a C7 , q - 2 - .. g4- `,4 .,.�� " BUILDING STORIES 4(BLDGS 1, 2, 3, 4 & 5) Salem, MA -�- BIT. CONIC. CURB BIT. CONC. BIT. CONC. - - '- 2 (TOWNHOMES) i ACCESS DRIVE ADA RAMPS R=�5 .R=25' ADA RAMP (TYP) SEE NOTE 10 0 0 AND SIDEWALKS I AND TRANSITION TO •,.,,�'"�,�•' CROSSWALK" �,vgQ}j Y�n TOTAL BUILDING AREA FOOTPRINT 105,400 t SF rtie Z Q STAMPED CONCRETE CONCRETE SIDEWALK AT PROPERTY UNE �-'� � a�f'``/ ) 5'. U eulLplNc , 15,000 Layout and Materials J g SAWCUT AND MATCH 5 - � •,, yWti1 BUILDING 2 18,300 Plan L) EXISTING PAVEMENT '� nj_ ,si 5fr" BUILDING 3 18,300 GRAPHIC SCALEJII SAWCUT AND MATCH EXISTING PAVEMENT ; c 1e 1 70 4ao !; �� J��� i� � BUILDING 4 19,200 I `D ' j FOR ROADWAY IMPROVEMENTS BUILDING 5 10,600 sta1=4Q te: • / W AND TRAFFIC SIGNAL. SEE TRAFFIC Sheet No W ( IN!'EFT) ,k' IMPROVEMENT PLANS (BY OTHERS) TOWNHOMES (30) 24,000 �D� 6086 j 1 inch= 40 It Flle Name:6086P-CMA01B - n /'� I d BUILDING 4 CONTAINS 5700 SF OF RETAIL SPACE oat.:10/27/00 V _3 I DRAIN MANHOLE SCHEDULE DRAIN MANHOLE SCHEDULE DRAIN MANHOLE SCHEDULE CATCH BASIN SCHEDULE STRUCTURE RIM INVERTS STRUCTURE RIM INVERTS STRUCTURE RIM INVERTS STRUCTURE RIM INVERTS /j//ice i/,i" Y;�Yy�. � ' / / �• DMH 1 14.20 INV IN - 9.89 (CB 1 DMH 10 14.40 INV IN 10.19 (CB 15) DMH 18 13.00 INV IN = 9.64(CB 22) CB 1 14.30 INV OUT= 70.80 (DMH 1) 5' I.D. INV IN a 6.13 DMH 8A 4' I.D. INV IN = 9.61 CB 23 CB 2 13.00 INV OUT= 10.00 (DMH 1) / /,, i $Y•'r' x; CL 4' I.D.I.D. INV IN = 9.73 (CB 2) ( ) ( ) INV IN = 9.76 (DMH 2) INV OUT= 6.13 (PS 1) INV OUT- 9.61 (DMH 15) CB 3 14.70 INV OUT= 10.10 (DMH 2) IN OUT= 9.76 (DMH 4) INV OUT= 6.43 (DMH 11) DMH 19 15.00 INV IN = 10.24 (RL BLDG 3) CB 4 14.80 INV OUT= 11.30 (DMH 3) '� 'S•' ,�;?'%/ ,' N `�/. C%F\; \l BYPASS, SEE NOTE 20 4' I.D. DMH 2 14.95 INV IN = 10.02 (CB 3) ( ) INV IN = 10.24(RL BLDG 4) CB 5 74.43 INV OUT= 11.30 (DMH 3) �441ri 4' I.D. INV IN = 10.10(DMH 3) DMH 10B 15.00 INV IN = 8.20 (RL BLDG 1) INV OUT= 10.24(DMH 21) CB 6 13.10 INV OUT- 9.60 (DMH 4) yyrgj„1s ,;./ ,,e•);'""r ,,�,•�'/�//,+ti;�� /•' ,' /f' � / DMH 20 14.60 INV IN = 10.98 CS 18 � �" ;•�, / ///�, /,'' , I �" I 5' I.D. INV IN = 6.06 PS 1 ( ) CB 7 14.00 INV OUT= 10.50 DMH 4 INV OUT a 10.02 (DMH 1) ( ) ( ) ' � // / rr F',v'r ,^;+,/ /.'g•' �/,6 HN / 5' I.D. / Y .:,'.• / '4 DMH 3 14.90 INV IN = 17.22(CB 4) (PS 1, SEE NOTE 20) INV IN = 10.96 (CB 19) CB 8 14.50 INV IN = 9.43 (DMH 5) r, ►, h /G �,%''' '°' �� s„ 'y,ij i �, m / 4' I.D. INV OUT= 6.06 DMH 11 REMOVE EXISTING OUTFALLCSRWCTURE // / / / /-.*r/ '•,`'' /� 'y.',�f.•'� /�;,^.j/i/ , - .! / \I ' m ,W INV IN = 11.21 (CB 5) ( ) INV IN = 9.24(E DMH 87) INV OUT= 9.43(DMH 4) INV OUT= 71.21 DMH 2 DMH 11 14.50 INV IN = 6.31 DMH 10 INV OUT= 9.24 DMH 21 / f / /'K �/ ( ) ( ) ( ) CB 9 14.80 INV OUT= 11.00 DMH 6 CONSTRUCT NEW 48" DRAIN Tom'. gTING -� I / / '°y,'' l"�;>r a /, yj / ( ) ObC?i EXI�VAfL;- QA SEE,ENL/cItGEMENT„S�IEET L3.2\ WALL AND MOUNT T1D(~•'(�d�'E' TO DMH 4 14.50 INV IN = 9.31 (CB 6) 5' I.D. INV IN = 6.00 (DMH 10B) DMH 21 15.85 INV IN = 9.89 (DMH 19) CB 10 14.80 INV OUT= 11.00 (DMH 6) t / /may.' 133'-48" RCP JACKED J)NDtR.+ ,�•.. /'•�"� 3+ o/ } \ 4 I.D. INV IN = 10.24 (CB 7) INV OUT= 6.00 (DMH 28) 5' I.D. INV IN = 8.78 (DMH 20) CB 11 14.50 INV OUT- 10.00 (DMH 7) RAILROAD (SEE-NOTE t) // ��+j 5 �D / R y,. // ,,�` V 'rte Ni•','' �3.\t\\� INV IN = 8.79 (CB 8) DMH 12 14.40 INV IN = 10.58 (CE) 16) INV OUT= 8.78 (DMH 12) CB 12 73.50 INV OUT= 10.00 (DMH 8) �'/ b / ///:_-'J ,1 1} �• } \ INV IN = 8.88(DMH 1) 6' I.D. INV IN = 10.61 (CB 17) DMH 22 13.70 INV IN = 7.29 (DMH A) CB 13 14.20 INV OUT= 10.70 DMH 9 •" '� .. v' '..-�"�/�'�i/ a INV OUT= 8.79 DMH 7 INV IN = 7.96 DMH 21 (DMH 23 CB 14 14.50 INV OUT= 10.37 DMH 9 �i�AP - Q / /`' / y / ( ) ( ) 6' I.D. INV OUT= 7.27 ) ( ) •G / YI- ,SE TING;"£- '�.k�' .mac }7/'4 r t". 13 \ 1\ � s\ DMH 5 15.70 INV IN 6" = 11.85(YD) INV OUT= 7.96 (PS 3) DMH 23 13.17 INV IN = 7.22 (DMH 22) CB 15 13.80 INV OUT= 10.30 (DMH 10) �+ ''��� / ,'� CE FROM THE/• ! '\' ;:? ":'�' _..� 1 o' \ f��� 4' I.D. INV IN 6" = 11.85(RL) (PS 3, SEE NOTE 20 AND 21) 6 I.D. INV OUT= 7.20 (DMH 24) CB 16 14.20 INV OUT= 10.70 (DMH 12) -/0/ %S,�E>0 INTERCFF�,'UF2 ,.'fix/" \.�'3.•G � O / ( /4 1 � INV OUT= 9.67 (CB 8) INV OUT = 8.76 (DMH 13) DMH 24 12.95 INV IN = 6.72 (DMH 13A) CB 17 14.20 INV OUT= 10.70 (DMH 12) Y w /� y�' ,�;%� DMH 6 14.95 INV IN = 10.93 (CB 9) BYPASS, SEE NOTE 20 8' I.D. 4" F&C INV IN = 6.72 DMH 23 CB 18 14-55 INV OUT= 11.05 DMH 20 /. / ! \ _ CONTRACTOR TO VERIFY ( ) ( ) JACKING PIT%' '%/ h \ / .S2ED-AS REQUI[�E@ ' \r�l7iC� 76 EXISTING INVERT AND 4' I.D. INV IN = 10.93 (CB 10) DMH 13 74.47 INV IN = 7.58 (DMH 12) INV IN = 8.00 (15") CB 19 14.55 INV OUT= 11.05 (DMH 20) �/ ', ,�. /, a ,`'R.+ e-f� -J j_.- ,CLEANOLL CLEAN i$YING CATCH BASIN INV OUT- 10.93(DMH 7) 4' I.D. INV IN 7.60(PS 3) INV OUT= 6.70 (DMH 26) CB 20 13.20 INV IN = 8.57 (EXIST. CB) )ias DMH 7 14.65 INV IN = 9.87 CB 11 INV IN 10.50 RL DMH 26 15.30 INV IN = 7.68 DMH 17 INV IN = 8.57 DMH 15 W R, /,�"�'� �/ 5.0 + RL INV - y / •,' / '- -,r \ ' - v �.... 12.00 " 4' I.D. INV IN = 7.97 (DMH 4) INV OUT= 7.58 (DMH 24) 8' I.D. INV IN = 6.09 (DMH 24) INV OUT= 8.57(DMH 16) .J� /•'S'� 7 3�.' O 0.0 i q a y,.-a RL INV= 1st, // ...-.�_., J DMti'27,. .,12.57 ry \ 'al,..,. INV IN - 9.49 (DMH 6) DMH 15 14.00 INV IN = 9.24(CB 21) INV OUT= 6.07 (DMH 27) CS 21 13.30 INV OUT= 9.79 (DMH 15) ?° / '�"✓� /•l LQ9 �' Fig: .7/ ✓ e ✓`t•r 24'-3,y,,^/ �rO.Od INV OUT= 7.97 (DMH 8) 4' I.D. INV IN = 9.24(DMH 14) DMH 27 13.50 INV IN = 5.73 (DMH 26) CB 22 12.92 INV OUT- 9.70(DMH 14) /Cid,' ryC�'r� 735 r P6; ~(;• - f'". k - DMH 8 13.90 INV IN = 9.89 (CB 12) INV OUT= 9.24 (CB 20) 8' I.D. INV OUT= 5.71 (DMH 28) CB 23 12.92 INV OUT= 9.70 (DMH 14) '`� /,xY � +y fir MH 1 14'-12�r+,p� ��,� 0.005 "`' t`.ELEV 6' I.D. INV IN = 7.34(DMH 7) DMH 16 16.00 INV IN = 8.30 (CB 20) DMH 28 14.12 INV IN = 5.64(DMH 11) q " '� / rc=t6.t \ + 16.36 - �' %' CB 15 BC-1s 6 .� 1 INV IN = 8.91 DMH 9 4' LD• INV OUT= 8.30 PS 2 8' I.D. INV IN = 5.47 DMH 27 a / ji - 1 P C TC=14.6 -„ \ ( ) ( ) ( ) ` a't �^:` '!% 626 00.01 \i ?yq BC=ta.1 INV OUT- 6.84(DMH 8A) INV OUT= 8.70 (DMH 16A) INV OUT= 5.45 (OUTFALL) PaP-E6'�-<0.005';�i'�/ _ •; 3,96'-8' PVC 1. i 320.4,8" P ~~'4 l i _„ak c •t" AT'r PVC S8WR CROSSI, I :0 C +. VAf` r' 23'-1 O .005 RL YNV 8.52 ( AO DMH 8A 13.90 INV IN = 6.63 DMH 8 (BYPASS, SEE NOTE 20) DMH A 14.Of INV IN = 7.57 SEE NOTE 19 ,w ( ) ( ) � , '• �� /k 6' I.D. INV OUT= 6.63 (DMH 10) DMH 16A 16-00 INV IN = 8.66(DMH 16) 6' I.D. INV IN = 7.5t (SEE NOTE 19) +/ ,, �y�,/ 366'-8" PVC 0 0.01 DMH 9 14.34 INV IN = 10.66 CB 13 /'"F•' \.%N _ '�•�/ ` T --x'0:005 © 1 + A - UILDIN S) -�'• 142 ( ) 4' I.D. INV OUT= 8.66 DMH 17 INV IN = 7.57 SEE NOTE 19 ''/ ," > / S, �+ 11-72 RC ) '•�z 'ly ec 147 MH-1.0- :. i y 0 0.005 / r,cft F ,4.j 4' LD. INV IN = 9.70 (CB 14) DMH 17 16.00 INV IN = 8.59 (DMH 16A) INV OUT= 7.50 (DMH 22) SC-15.9 } 4' LD• i r/ t F.F. ELEV' 1 1 1 ^ ! INV OUT= 9.70 (DMH 8) INV IN = 8.23 (PS 2) -DMH tOA, 13A, 14, AND 25 ARE OMITTED rr/'s,��.- i. rbc,/ .,' � / INV OUT= 8.23 DMH 26 'AgS�"' r" r, �- �� / CB 12 / DMH 8A \ ( n , 5.=. - a3 ( ) �_-,.wag(�t{.If Qq,O� �"r.• /�• / / r', / ,DMH Tc ts. j r.4ti91 \ "OMH'16A / CB 20 x14.5 t. ' 1 (w' Yi Y / / / 6 BC=15.4 \ Ftl f7.. �12_ NOTE J�•• i r ,''�'/ / 23'-12�'RCP !- 1 l } -�' H 6. <? PAR CLE , 1 R 1a4 t0 0.005 /G S!{r "•= J 147}-6" PVC* �- .Ef*�y4RATOR #2 1. NEW 48" RCP SHALL BE JACKED UNDER THE RAILROAD IN FULL COMPLIANCE I' y" /� ti 1 ,>'! f / // 4: 1` ✓'W7 TC-i6.15 J } a 1 2 WITH THE MBTA RAILROAD OPERATIONS DIRECTORATE AND ONLY BY APPROVAL 'Y I' vt '�,'/ ® t \ / \ SC-15.654'-15" RCP`, x} FROM TRANSIT REALTY TRUST AND AMTRAK. ,\ �'�' / t44 r✓ I N ,p BC=14.0 2. HISTORIC DATA INDICATES THE POTENTIAL OF AN OLD CULVERT WALL WITHIN .•S -W`g` :' r,'y'r !• J A 15.7 '!r✓4_.r I I �` t- c us THE ALIGNMENT OF THE 48" JACKED STORM DRAIN. CONTRACTOR SHALL �"�""` -�e'"3•' �� ' r\" �x' / t.;. r D< n ` 'y`� 1. \ -�� t o' - y ! �i ,c.k! I r .i --- -o i RI1 f••L ti38 - in ,5 { #'� x _ REMOVE OBSTRUCTIONS AS REQUIRED. d"a' •' w - ;i,:._.- _. =t5:o�s- ., : a,YTp;„ x / ` `.ao ' - ] r^ ® r r � .DMR 9 BC 14.8 t \ TC 3. 3. CONTRACTOR IS REQUIRED TO MAINTAIN POSITIVE DRAINAGE OF THE MUNICIPAL '"� ull k. I `AE �'• R`MNV40.0 1 Y F. ELEV= 1a-7 14. ec=t3.b 'CB 21 RL INV=10.42 �e ^ir'• i' ,sir' /, '' `°` r i x \`\ ! TC=145 DRAIN SYSTEM DURING CONSTRUCTION. PORTIONS OF THE EXISTING SYSTEM i i. /, l 'ta.6 9 12" RCP ® iC= .OS x;; 16-36 �' S� Gc-14.o CAN ONLY BE ABANDONED AFTER NEW DRAINAGE SYSTEM IS CONSTRUCTED. /'' x CB 13 Bc= -, ,�r�=r``.. 1 /, r r DMH 7 O 0.005 . Q 0 { �i' a t `dJ / TC-5.1 i J "}}t; T 1 B TC=14;55 4. CONTRACTOR SHALL INSPECT AND CLEAN THE EXISTING DRAINAGE SYSTEM IN - ""` - \\ - ``l // ' '� r + BC=14.6 ' y" BC= .3 BC=14.1f BRIDGE STREET UP TO AND INCLUDING THE FOLLOWING MANHOLES AND THE __ -' -�"' LATERALS AND BASINS CONNECTED TO THEM: EXISTING DMH 3, 7, 17, 91, 96, _ - -' /•' '`�'" 'r` / r > TC-15.961as - Mi°KufJi r,' r ' i 1n 27'-1 RCP `t r AND AS NOTED ON THE PLAN. CLEANING SHALL INCLUDE ALL MANHOLES, *irk, 0, f• / <� C _ /,. r,,� o O n,p i BC=15.4s \ t4.s PIPES, BASINS AND SUMPS DOWNSTREAM OF THESE STRUCTURES TO THE ,�' , ( ' r % o ' , t 4,4 t J 122'-6" PVC POINT OF NEW CONSTRUCTION. +' Tc=75.3 `,'1 - _ tNitt *� / f / ri �h CB 11 -.1y DM 15 ®0.01 .r i, / r - /j x O 1 00 TC 14.6 Bc=u.a ,` CLEANOUT '-12" R O 0. 7 �"� 74,1 F.F. ELEV = 16.36 5. ALL SLOPES ARE IN FEET PER FOOT ii 'rc/// - f�//j/ 75.6 Tc=16'2 � ta.2 6.26 6. ALL DRAIN PIPES SHALL BE CLASS IV REINFORCED CONCRETE UNLESS - {�i\� r�a /i'/ x '.h iN" 6'; .Q' 24�I`PVC 0 0.005 _ q / O -TC-16.0 1 15.8 i V= OTHERWISE NOTED. ALL ROOF LEADERS SHALL BE PVC, SDR 35. 1 �c/�/ i' 3.3/ / Bc=ls,s x75.7 435'-10' PVC RL INV=9.2 y ---x 00.005 -719'"=F2">RGF�O 0 005.._ 7. ALL WORK IN AUL SUB-AREAS SHALL BE PERFORMED IN • '�// T C�'f}.r B Bc=7s.3 14'--'2" RCP '�', - ,,., / �--RL INV=10.49 fir, .K 14'-12" RCP rn ' STRICT ACCORDANCE WITH THE AUL REPORT. � r,'r / / . 2� - 1< Tr �/ 8. BARRICADING, TRAFFIC CONTROL, AND PROJECT SIGNS SHALL ,/� / '',.26' 2" RCP TC-16.( -- �, , 4/341b1 le�sa n alsolra CONFORM TO THE MASS HIGHWAY AND DEPARTMENT OF J, 1 r�h� BC=15. =763 1626 I 1 ,} \ 1, / q /rRb'INV-t?.65 4 1/ae/m n sueumu TRANSPORTATION CONSTRUCTION SPECIFICATIONS AND � / -'i ,r Tc=75.6 '.- •.,- -.i j �' O I ® 1 � � x �'�';CB � . STANDARDS AND AMTRAK. m'- -='•y'` ' 9. THE GENERAL (CONTRACTOR AND ALL SUB-CONTRACTORS // ,,,-/r // \Q �/ x OB 9 ^ RL INV=1205x1 , ;� n I t2H/ao aooen wwu¢satvlxE HNSi'•6.�, // / �, Tc=7s.7 TC-15.6 158•-6i PVC ?f` t 1 CON { TOM a „ SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND � - / ,mow' Tc=14.] BC-15.2 BC=15.1 - � �'-' � \ �%� ' ��Y 7-8 PVC O 0.005 ra0g10 °03�T"� PROPOSED SITE CONDITIONS INCLUDING GRADES AND rcria`CCT'•Y �/ / ! BC=1 .9 15 - ®O.Oi F. 1/T718. - .. : COH TrA4CP�QISE ' Witt r r; A z - !; - l` \!`'' t, D H 2V1A 15" RCP. NV OUT 5.10" , ,1/+vNo om room ar DIMENSIONS BEFORE COMMENCEMENT OF CONSTRUCTION. Witt ,xYj / / TC=15-0 CB 7 14.9 - %��5.8 .-+ i�\ ' 24 RIM H. 12.4' THE ENGINEER SHALL BE NOTIFIED IMMEDIATLEY OF ANY >' - '� SC-14.5 ® 16.26 RU INV 10 4T� BC=ts. \ Y ! If o leo-tz.o m,. o=,route DISCREPANCIES.. MINOR ADJUSTMENTS TO FINISHED GRADE ("y r to / 00 _ +11} 1 \ TO ACCOMPLISH SPOT DRAINAGE ARE ACCEPTABLE, IF 1\V / / ' r EE ENLARGEMENT, d xPV.G°; - t I MAINTAIN EXISTING D AIN ! / / :1 CB 8 -' I Revisions NECESSARY, UPON PRIOR APPROVAL OF THE ENGINEER. /, r SHEET L3. ro-t6.ts he 16R > 7.. , �Y ( 7 @-.0 E0 �^ R&R R?M=17.70 PAVING INSTALLED SHALL 'FLUSH OUT AT ANY JUNCTURE "�` �° -/.% / -`� / x t9 y -i / �' •A7CH'�BTIN + ec=75.6 MAIN N TIN \: < ! C=tai + TC-6.0 .�� ("w WITH EXISTING PAVING. gp � 'y II 1 48'-12" RCP RL NV= tsi9 r. � � \ 1; G ,� �.0 BC=15.55.6 •t' RIM 11.88 d \- :I I 00.005 x 1.95 16.2 is=7675 -- / J x ...:,r-; ni 1„ i., 1C. CONTRACTOR SHALL VERIFY ALL EXISTING INVERTS , '//�p^�t3.2 / CB 2 Bo=t5 ss -- < r-- b" PVC v,y TC=725 MAINT N EXISTING DMH '- .197Y- �- ' % ! d� Dmvn By Desi�leE BY ChadcaE By Appmatl 8Y r AND RIM ELEVATIONS PRIOR TO CONSTRUCTION. U ��jw x RL INV=12.92 )i _ i, _ r•'®0.005' \ a i/.t!`YJ TBq '� t' i' I 75.4 75.3 - -. -_ MH 13' - -n i ///, - 1 RAL RAL JJ5 G / ! ( 13.2 ._ .(..:, ice_ +{� ` _ 11. ALL PROPOSED CONTOURS ARE APPROXIMATE. ,.'� N � / 5 X72" RCP 52'-15"RCP TC=te.o -'� `. .'--x P #3 \ LORI=INTO 48"DRAIN FOR rS� Bc=tss � _; , 1 ARTICLE SEPARATOR �r PROPOSED SPOT ELEVATIONS AND DESIGNED ,'' // / / 0 0.005 d O 0.005 - 5 68'-10" PVC 0 0.01 r+-- ' '_1' - SEE NOTE-21) t x GRADIENT ARE TO BE USED IN THE EVENT OF , / // 1 1' 2 15 15,6 x 1 / L �` -- 1 ""� 63-2 CP 0 6.919 BC 8"li�_WITH RUBBER JOINT MOF f, ANY DISCREPANCIES. ' : 9 TC-15.0 x l Is.a 4 16.25 --- -- .Fp,v- [T. • 1 � 1 "� INV IN - 10.30 12. UNLESS OTHERWISE NOTED, ALL PARKING LOT RLINV _ - '- - _ -\ 7fx6G �f`. f s-a� 0.0 GRADES ARE TO GUTTER OR INVERT. ADD 0.5 `/ ''•' / l ,/ I x DMH - `t�!�Yit - <kl L / 15.6 x DMH 12' B 1 , RY!R7 .00 / REkIOVE<' r) '� 125'��6" PVC 0 0.01 ii 6HIPE ,'' ' 1a. / f CLEANOUT(TYflj` I TO GUTTER GRADE FOR TOP OF CURB GRADE. 1�3✓ O/,(0/5 x i ;Z. 1G' �` y��.`• t '7"',, c s. / \ 1sR5 _ J �._„!� 4 r x ` .. f _- 5 HOWARD STREET EXTENSION o. o �r c3t%< }! // / Tc=ts.3 / CB 3 RL INV-12.39 1 �� I C`?:!' ,,.v y a. �1 f3• 13. REFER TO LANDSCAPE CONSTRUCTION PLANS ! '�•/ B 16 5x CLEANOUT 'TYP (,o vm �% h < _,'P`� + FOR DETAILED GRADING IN SPECIFIC AREAS AS .j, i ) '® .7 i - l�r'• y.'r! x TBA sr°N^t <' CALLED OUT ON THE PLAN. ,'' 4` / /a 15.5 t6.2s POOL '' 1 Z s• y! / ' 16'-12" RCP iW�5o n / „TC=13. TC=15.2 _i 25'-12" RCP 0 0.005 14. REFER TO LANDSCAPE CONSTRUCTION PLANS f,• '/1 r " I %BC=14.7 i+ 1 O 0.005 r r',+••;° x "'"BC't2•@ _ ; . 48' (CLASS V) RCP DRAIN PIPE FROM DMH A FOR TREE PRESERVATION AND REMOVAL <f'�' / // i6`,r' i� I RL INV IN= 10. 0 FF,.�1_Eils= 6.\6� F EL I _16.36 ��'"� TO OUTFALL AT NORTH RIVER SEA WALL a , N/ TC=t$ J '_ F. T( 18V t / ---'q _ �rci'b 5 y .\ rxSf_E PROFILE, SHEET C-4A r' 1 Bc=t B 241-8✓PVC 251'-8" PVC 0.01 ¢ _. 75. REFER TO THE GEOTECHNICAL REPORT AND �\y,a' t $' l .'�,.':. __, .. � r• � j�,t�t3y0 � 1 EARTHWORK SPECIFICATIONS FOR RECOMMENDATIONS ,�/ f '1'/� . 1 -I r' Go.. I; ;,! S!•F•!tt5i / DMM RIZZO r >, as .�� �:"td��ewsnNc) AND REQUIREMENTS REGARDING SUBSURFACE s `,'-�� // C9 �' =75.3 ► RL It�.V=10.3' ` 1 - ,6 16.26 1. -� f„ n1LZ4 1,. `$ y .o L CONDITIONS. s' /�''' g/ //q ,i ! t6.2fy �c t$.3 / Y tV,%9.'IC6"; ! \ BC=t3.��,°''� RL INV=11.40 ASSOCIATES Gl" t C-15.2 / t! 6.26 7-10" PV, ,O 0,Q0�, i / 1- �. a 16. TRENCH EXCAVATION FOR TRENCHES 5 FEET OR S/s' c=1`.' -°I f / © c=is.5s To-ts.os I 16.2 '6 [ ✓! ✓/+�:' + '-------487'-8" PVC O 0.01 /1 ,4 r,�' A TETM TECH COMPANY +. BC=15.55 ' a MORE IN DEPTH SHALL BE IN ACCORDANCE WITH ?S 9r[^ /,p /' f[A''. s t e f/ : ALL PROVISIONS OF PART 1962, SUBPART P, 'Ib•PVE,,/ 0 s<( > ` - r�p x - �'�,�\,, f One Grant Street R 0 53'-10" �tlp O 0.00 .... ,-" :L y' lf; l/ / ✓� F.F. ELEV +�16.36 16.2s �r. - 4 ,+ RL INV 102,;,'- `��� [ ..� Framingham,MA01701-9005 'EXCAVATIONS, TRENCHING AND SHORING OF THE i' //�/ �/J SQI�35 :�, ^.'I �y. i9l` y __y -EXISTING DRAINAGE '''�: r.;� T:"'" S2 OCCUPATIONAL SAFETY AND HEALTH'S STANDARDS .!?}!/ / / _ 32'-6" PVC;'!w 0.01 ® BC=15.6 0 0.005 TO BE REMOVED/ CLEANOUT'(TYP) "%•9`, ,J.-' :tom.. !+�' l //' Y o TC=ts.t I \ 83'-12" PVC 2 51 r 508.903.2000 AND INTERPRETATIONS.' IT SHALL BE THE RESPONSIBILITYv P✓"a.' \' dM 21 ! - < r/° J " 1Hww.riao.com / j, /\ !3" TC=16.1 F.F. = 16. 6 ,.�E ABANDONED ry 6 -!':' s •r. #. OF THE CONTRACTOR TO CONFORM TO THE ABOVE // d i y�i�•• t4-t .i Bc=L5:6 ► 6.26 I�� 16. v RL INV=10.62 _`E' 1 "T� AS REQUIRED GAk':4 �'-�-" - ,r r, -'%" ^j�' S PROVISIONS AND PROVIDE NECESSARY TRENCH SAFETY �/ �j ¢ 78 �,"x92 :-a^" h I ;�•-� G" Wy;. SEE NOTE 4, INSPECT AND PLANS TO THE CITY OF SALEM PRIOR TO COMMENCING 8" DIAMETER I 5=g �l i+ - // _ �, s -.,,•: ,..r a CONSTRUCTION. URN SCUPPER I t 9 ! \ IPJ;"8.� M � �, REMO " IST1FlG", s q'�,.:.,(• '` ;,.5 CLEAN UP TO THE NEXT DMH / J RL INV 11.62 N / ,r'•.-"a' ,-CONSTWOT NEW-C, I fill• •g4�...• _ RL/INV=12.77 _ , t '� - A` %DMH=CONNEC�.t;XIS1�NG I! IM 13.5 +, .. MH 1 I d t tl 17. ALL PVC TO SD CONNECTIONS SHALL BE CONSTRUCTED :f SEF;•,FiNkAR _. 7'7 TC=16.0 I _ _ `'' / ✓h+'�% i' •s'"- ��''3TORM DRAINS;(CCOOR�?tjt ,,:: mss" WITH CONCRETE COLLARS. -�1 cNv_ _aC=15.Sa .._ .__ i6:16"-'T--6'.46....--' -�- - - - __- _ - 1 , 70'-15" O M.�7 ..�� Y is -:1 Protect Tine t.-,+.SH t L3=Lr:% 16.26 6-' -• ��' � � EXA kQeAT9ON"-1 E'F1E x. H 197 TC 15,��r- - 6 i 1 -�,-,ttT' .! H, \`K'S-t4! \#':l' h-•__ t ?J Ni�,� LOk. / & � E T v, 18. FOR AREA DRAIN LOCATIONS AND GRATE ELEVATIONS 1_ 6116. L -i' p(c : 'r r arj3--' :�Ad'1� N.T Jefferson at REFER TO LANDSCAPE CONSTRUCTION PLANS. I 16 x 1 7B r� ,s .b5,_12• 2 24" RCP O t.0 `, \ / -%=i-''h •iy' f, J -?� L Salem Station 19. CONTRACTOR TO DEWAIER AND DETERMINE THE INVERT SEE NOTE 4, INSPECT AND .� 1 �� I 8'-i2' RCP l 'r 15.2 x .s '• <v ,.+.,., f NJtEk- / 0 ,�.4,'-'. ^ - h^' Salem, MA ELEVATIONS OF EXISTING DRAIN PIPES. �.,�`�\ O 0.01 ,_ 79 .sf.2C % `s D '}01 y�� 9is ,""=-'f - r ,l.-:�- /=o¢r - CLEAN UP TO THE NEXT DMH C, 20. MANUFACTURER TO CONFIRM THE ELEVATIONS OFA--'O1 ^� _ ~` _ �•r ;t:'. t ..�** •,�•,( -.�i - ;✓ _ __ 4 rW;3y I��r ><`t,�.�=y,..-i e tiW,t•r: i ®yr,. 'alt \ ;�; .4 1s & - \_- r= - SEE 634CMIEN� C 1 ALL INVERTS ASSOCIATED WITH BYPASS WEIRS AND - - �_ -- SHEET':L .2 0 +' 1 "�fP '"�. r,• �� / � •ei, PARTICLE SEPARATORS. ,l,�Z r ��_ .,, .,,, „+A342 i B _ - - v....-" - �i-� •� cd4'r�+cz' - x" Sheet rt+e 21. ACTUAL LOCATION OF STORM DRAINAGE ra;"�' Oil cv O ,•., .\ '-•%-_. •�.[,-L G" e.. L.1 ( i -t+ i.7_,t'.. -' I. t y L,St.c.7 -a. - •rG4 �• -'hYi Fx ;iY,L'-1,::�r AND PARTICLE SEPARATORS SHOULD BE 661"r-' tti•- ,r_-..`_..,� 'ir_,,.i ,- -` it F :S`B 5� ti,hYiP'!' NY!1r •-+-.T Gty� r _ _ .� -.,t,..�" , ! , ;,;.,, Grading and Drainage FIELD COORDINATED TO AVOID EXISTING '+--•a z2 '�*,. -=, �'':- "'- -;' _ <-QMH' K%�.? a.- ,, -. '1.. "4% M(l•'"�i{A: - - + _ - - api� / y!;;� a f + Plan FoonNcs. AM1•=rJcY�tw.; � I t=' I � '° � �:"2- -- � �``- _ _ �_ _,�- �� i Vis-, _ > ,1 ' ` '�v-,., sir-sa:�, •` M•%l!. 'r1" ;../ T-��: _, _--�- 7"' ki l_-�I t-i�-c - � �-:- -� .- --�' n,.. ;.f,.t ?� CGAC S°,W-tF r r. „Gt.«.-.%874•,tiX I '-'--tj O'm-,,CON TOR TOR T,P�: FY u7 y1{-•ite 4f�.Ef ;Alsra? I ?. G °" inA ..'}7 1 !�"• •:e."1 4,4.:; - '�` 'r'" ""'Elie..:"4!-EXISTING INVERT'"ANt7 CONNECT TO G✓rk 3Yf'X.!'N ksd-70.6: ktA, au",:.,1 xae:t•=aO CLEAN EXISTING MA'NHOCE'� .N E-DMH a- GRAPHIC SCALE ss�LNo ~' iF.'%Ak2'' Wl• 4'N.Srtifi: 9fJ!f+' PR'"1,'El'GA4C3: p; G r"rQLY,'„1:;Y 1, chi �6066 V tk:CLS.`d3,''`- 4V/rii�.'Ai PN-iZ'.'G.4f^.• �r [ r ';I i J<%YA-u,:3 m o eo uo A-� Re No.. 6086P-CGD01 (\,f" Dote:tD/27rU0 P•N"F^ ,. aPG,it_G �atN<1 FJl'-.44.'v'. CL 71'7 FEET 1 iuc6= 40 [t RAILROAD R.O.W. 93' N n a 3 M p O N N N N n V Q= N = m ? O<N _ x 0 +N_t6 L6 11 0 v I, O so Y Z Z N 17 ZZj N N O1 N Z N O N I, hn N IM m m X fa- Hf»> +n rz F! In ^ 1-p- h w N N Ori I ] N O M 11 U U ("1 II z p 11 z 0 O N O a n Z Z p N0'Z Z O Nw Z Z N N > W (O Z W Q Zj WZ rp r- x x x U U x x i-- W� ¢ r O ¢i -� F RAILROAD TRACKS U ff� w �� a > Q= W Q �a 0: ow W E < O < w a a n z w a p x pl w i ELEVATION 16.30 z W W poo N w oo ¢ 3 w z p 3 w p p � p o p Z <� n p p Kc'j r00 ma16 �n QN n M +t p !0 �1p J O�pJ" N1., IL Q �tD�K K W p W w J W Y a W IG ft7 t0 W K p 0 to r t0 b M r! D.O p p M w UI �- w + O+ v + o U I" I + a rn �- O 3 Z O O O O m N N ci II II II j p rn D- Z< N <N It II j Z i0 Z 0 Z 'N Z 0 Z v1 2 in 00 Z co O wO�n Z 0 U '01¢d O 0. a a W �= a d O 0_ Z Z Z p D- O a a. Z Z p F F r F - '- D: F p F.- 2Z O � ON U <�»» O a f»> < � a Na v;a - vsa O�NQ 42� aOa No 0 0 n x o 3 v1 xa n Q w a _x( _ K e X Ir a K Q p f 1-_ K O. X t- A f-_ W W N txa.' fn W N txit N lYUJ N `0 W~ b W Vl X~ N w N z Z Z o. a m a ro w a aro a U p _ p (n z??3_ a a ao w cn p (n z z 3 - �_ p TOP OF CONCRETE RETAINING WALL -� — ELEVATION = 16.61 Z x p N I / d J 'Zp,] Ua z J m '�- y y o�' a wa o o� + PROPOSED GROUND o n¢i / z' z z s zi ?`� N O II MAINTENANCE I( Q A `�U ¢1 �% ' >=a a N m ri I j SHED —-- 15 gw G ut ~ EXISTING GROUND x z o 15 I 1 p n z z I 1 100 YEAR FLOOD ELEVATION = 14.36± i I I i MINIMUM 6'-6" I INSTALL TIDE GATE _ _ — — _ ..— _ _ _ — _ _ _ _ _ ._ _ ( BETWEEN TOP OF I (SEE DETAIL FOR WORK IN THIS AREA) II I I TRACK AND NEW III i I DRAIN STRUCTURE HIGHEST OBSERVED WATER LEVEL = 11.35 MEAN HIGHER HIGH WATER=9.26 — — 10 10 MEAN HIGH WATER 8.8±T - - - - 185—FT ®—0.0026 —FT/FT- - - - j — — 6 — _ — 23_5 FT_O 0_.00 2_6 FT/FT _ - - - - - I I APPROXIMATE EXISTING RIVER BED I 732 FT®0.0026 FT/FT — I I 93 FT®0.0026 FT 1 I I --`I— _ — —'I- — 133 FT®0.0026 FT/FT(JACKED) NEW 48" DRAIN INV. - 5.1± { , MEAN TIDE LEVEL = 4.33 4/24/01 �1sm v1 s>reuinw i JACP ING PIT-/ EXISTING 24" DRAIN OUTLET INV.=3.21 vullm 19 FT®0.0026 FT/FT a eleoma � z n/x/oo ooz sueuma 119 FT®0.011 FT/FT i i i 1 npv/ao om FPOWEB err _ I MEAN LOW WATER=-0.16 0 °ote °evup1on O MEAN LOWER LOW WATER = -0.5 -- Revisions H- LOWEST OBSERVED WATER LEVEL = -2.03 W ! Drew"By Dgoec By Chem.aa By Ac..d By Q RAL RAL JJS 'SLj M DATUM: CITY OF SALEM ti 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+20 �y v �+ J. SHIPE CMl O No ti N 9FGtki P`c. I C PROPOSED 48" DRAIN PIPE PROFILE SCALE: HORIZONTAL 1" = 30' d VERTICAL 1" = 3' RIZZO U NOTES ASSOCIATES 1. ALL EXISTING WATER AND GAS CONDUITS ARE ASSUMED 4.5 FEET BELOW EXISTING GRADE. ID1/11/01 A TETRA TECH COMPANY 0 2. ALL EXISTING DRAIN PIPE ELEVATION INFORMATION ABOVE IS BASED ON RECORD DRAWING FFrram ngham,MA 01701-9005 ne Grant Street ID FROM CITY OF SALEM. g p 3. ALL TIDAL AND WATER LEVEL INFORMATION ABOVE ARE PROVIDED BY NATIONAL OCEANIC 508.903.2000 n AND ATMOSPHERIC ADMINISTRATION IN REFERENCE TO CITY OF SALEM'S DATUM. vAvw.rizzo.com N 4. GROUNDWATER ELEVATIONS WERE FOUND TO BE BETWEEN 4 TO 7 FEET BELOW EXISTING a SURFACE. GROUNDWATER ELEVATIONS WILL FLUCTUATE DUE TO TIDAL FLUCTUATIONS. -� VARIATIONS IN PRECIPITATION AND OTHER FACTORS. p_ P,oi W est Tifle N Jefferson at z Salem Station Salem, MA U H Z Sneer Tale a Proposed 48" Drain Profile U OD C, $NIC H Sheet N. U Job No.:6086 File Name:6086P-CPF01 C-4A O v Date:10/27/00 'l 1 "ilk j��4 ,t w°+'1,.4.23 •�• �i''' �'/ / ' � 1 %24^c9A2d0� APPROXIMATE LOCATTC9N'✓ OF OLD CULVERT WAr (SEE NOTE NOTES: r 5:i 111r1% ,•��a '4.%r ,5,, ,,5,' `i, 1- . 1. FIRE HYDRANTS SHALL BE A TYPE APPROVED BY THE CITY OF SALEM. BONNET AND CAPS SHALL BE COLOR CODED IN ACCORDANCE WITH THE CITY SPECIFICATIONS. 2. CONTRACTOR SHALL REFERENCE MEP AND ARCHITECTURAL PLANS TO CONFIRM LOCATION OF WATER/SEWER SERVICES TO BUILDINGS PRIOR TO BEGINNING CONSTRUCTION. 3. CONSTRUCTION SHALL NOT PROCEED ABOVE FOUNDATION PRIOR TO COMPLETION OF ALL FIRE LANES AND FIRE HYDRANTS I r, � \ / tt. 0 I 4. CONTRACTOR SHALL PROVIDE A TRENCH SAFTEY PLAN AND BE RESPONSIBLE FOR FIELD P %"n'�Y'♦• ``\ O \\ VERIFYING ALL EXISTING U71UTY LOCATIONS PRIOR TO HIS WORK. I yy '3 '< BUTTERFLY 5. ELECTRIC TELEPHONE AND COMMUNICATION LINEWORK ARE NOT DEPICTED ON THIS PLAN y. y,�,� KV PROROSED ,T VALVE ;, \ CONNECT TO � A • AS NO INFORMATION REGARDING THESE UTILITIES HAS BEEN MADE AVAILABLE AS OF DATE OF PRINTING. «" RELONTED ty� / 0 EXISTING SEWER NysA' 4i"� 12"-GAS MAIN 7F.tt-i93 f" 6. ALTERNATE LOCATIONS FOR BUILDING 2 WATER AND FIRE SERVICES AS SHOWN TO AVOID REQUIRED I ,"y' ' 'SMH 9 / PROPOSED RELOCATED REMOVAL OF ENSTING CONCRETE FOOTINGS. / 36" D.I.C.L. WATER MAIN a '\ C. ' / '; CLASS 53 40'-8'PVC / O 0.005 I CONNECT TO E,081 !NG SANITARY SEWER SCHEDULE (Ja SESD MANHOLE STATIDN 59 88. ,''\�: // •p- -•�a'l4 Gdl- + r-J•~ DROP C STRUCTURE RIM INVERTS SHEETING MAY NXI TAEFT) ,'�j. � / r / '"fP ♦ 514/�•k r9A t2G9 I FROM SESD CON TRUCTION) SMH 1 15.60 INV OUT= 12.55(SMH 2) ;' SMH 2 15.00 INV IN = 11.98(SMH 1) y� ,�,' .'%' / j' 50`0- 1PVC, y - g EXISTING MUNICIPAL SEWER MANHOLE (CONTRACTOR TO CONFIRM THAT INV OUT= 11.98(SMH 3) „thy ,"3- .�` .i• r G'' ,�• EXISTING WEST INVERT IS ABO) SMH 3 16.00 INV IN = 11.40(SMH 2) H,.' ,y / / 1 %N•64 ,� 0 0 INV IN = 11.22(SMH 3A) .: y � ., .'✓-7vY!?,.�I ,.�< pyf 2-4' PVC INV OUT- 11.22(SMH 4) I .t -y' ''1 /, ;"/,' I >r✓-9#lZ") 0. .y g`• .ffL:�'?•i W l��r_ a FOR ENLARGEMENT, EE SHEET C-5A SMH 3A 16.00 INV OUT= 11.67 SMH 3 - / o va%E"-6� I NT S 72 SMH 4 15.00 INV IN - 10.50 (SMH 3) /",`'✓ /�/ ,. F�t1-?Cl- ® !:=� t��r4J `` NVI 6") I d %' �t' #C n N INV OUT= 10.50(SMH 5) /�' SMH 5 15.30 INV IN - 9.77 SMH 4 ,A+' / /{'�` A 'Y% -• ' \ INV OUT= 9.77 (SMH 6) `"•%' i''s ' i'� �' ? v ""'� i ` 7 SMH 6 14.90 INV IN - 9.28 (SMH 5) ,e14j,.' .�c�t INV IN = 9.85 (SMH 9) ,i/> y'`�;� fr�;�i', ♦ 2a9t+�.> / `�i� ..,,,..._ ALLJ FOR ENLARGEMENT, SEE SHEET C-58 INV OUT- 9.28 (SESD MH STA 59+88) .•••:ms`s .'. ;,�3'" J)' ,! .tir-<.<XA1 _�' c. =• S SMH 7 15.50 INV OUT= 12.26 (SMH 8) -'"•r ' /'�' .'/ _ _ - !I 1 ?Z'' A 4 \ �• ''• � '��. -W .,ENCASED ` ?t >; © \� SMH 8 15.64 INV IN = 11.40(SMH 7) ..;;t•� a, i/ '�' :t'-4...r, \ •!'H+,. _, S `7 x ZM�J2" i INV OUT- 11.20 (E-SMH) a-;vir`'Y /!i,�', / CTE i ATER MAIN ` SMH 9 14.5 INV IN = 11.0 !";�,v>� ,- �Y `�, •. /'' O A .. ,iN ,LO--'L '' ` �,.� �'ig'' / SMH 6 T .. STNO -INV IN 8.31 (SMH 6) ° - C SE /Sri •'% 0 ♦ s;'!iA"'0 LEGEND ® 2-4' PVC ENCASED® TELEPHONE HANDHOLE D m TELEPHONE MANHOLE /( 0// / / PROPOSED 8' /,0001" D.I.C.L. .. . WATER MAIN A / ,4" SEE NOTE 6 / �r-';, / .� \� ..0 5 \ \ a uH/oo rmFa s�lrrrrc rel ao+Eacu JR`� - / >�,- ,,•d -: --' p p `,\,� CONTRACTOR TO CONFIRM THAT XIS71NG SEWER NORTH OF THIS 2 I11w/00 aoz xeerrw< M 5tH# .! \ SMH IS CURRENTLY ABANDONED. 1 c.xrol� otl�'V - A t ,` Revisions GATE JG� / AYpl2,,. C TING GAS(TYP) '� VALVE „Q SEE NOTE 6 / > f 1- "•.S': : i/ ,: : ,.; I '� O 8',D.I. L WATER W y¢A D-By D-gm By q+ed d By App- 'p" f�/ % _ SMH SMH / /�, -•`t Y c1 i` DQOP 6* PVC S •, R NTH ,✓'"j' RAL RAL JJS *_ /// // • a4;: "VIS �l/ - EA # .Iq rs� i TITIN ED. PROVIDE I V" AUL / - as=---= M .�•, , .Y _--_ :; AR �\ 'a 5,' �. - �E;A UC.I. RING AND I yJ' UB 1 i � COVER AT GRADE i f"7 115'-8" PVC G-i 00.005 -'- /� o �) ,I ,�^ x� •Azi �, '.j�Y4'-6• 0 5 „✓✓� % "® _ ' r UNOER 48 DRji _ 1 �I I DOMESTIC AND < OOL 4-4' PVC //i 1S9 s EC 1.cF •p T SIG„' I�' FIRE PROTECTION 'M`l4.! WATER SUPPLY(TYP) a 90'-8" PVC r1V ®0.005 C 't E AN MEST \ \^ I SMH 3A ;9 ( I WATE VICE 5t41a52 H PLAN (TY1;�7 .Et/A-i3b \ { v (�- j%; © > ,;a„ Q�' =?t%d4Nt �' i r P:M1'�Et.F,6'J 5 Fp•, `t I R I ZZO WATER a¢ =fir I SMH 1 v -;.A_ *' I ASSOCIATES OD ? 6-4" PVC A TETRA TECH COMPANY OD J[,1- ;g1 One Grant Street i j1- Pf AV 4r5 Framingham,MA 01701-9005 VALVE AND HYDRANT(TYP) f 1!ew n9 s <ff �(t 508.903.2000 ❑ n;f' CTE G MAIN i / i iI:•`r ✓" E 3 t .ri-com ,- '.. rL .; I tai; >.:- ,i flay 'S"fs� � ':.:f.�• •� .�I°J�.. s A o L a"� a.�. I Eti-rRXi ! t'�•%ifr,:. ai;t OL B-.9 EA ' ' ' sr8 1 3x�q �ti�>t 1 / C !i I j1i I Poeet TBe c �WA.i".45 „�L' f?.'6Jxt7i� /-�'�� I 1 wti=P- r,, '� ' , Jefferson at ".:' •.'.ieg7 ❑� v� - --CTE - - -2 �'• , �,•• �1-('1 Mtf.!i sArc7 p4 Salem St atio n z Salem, MA LiI ,i..{fln� ftt;,a2! _ u °3 �✓-_ - .:,t41.^'��.�;1+-' ..- /; n.i. SAW.Cbs tom- '6(!711 �`.nf!+f5'"' }y7..- /= i+� - -----I`='- T r- 16-= f- =.F ,-�,-1, '� '�n94 �%56..'J Ii -L __ -.mpg! _. -4 -L y .-�A,. -sem y r���,;, - .-•1 Sneet TRI, Z '��` <E -�C '6 J �- ` - '--- ,'*,+�3-' T#�`^._.� -1-,,._v._•��'!- -�� -.y 'iH. .` A19 R3 { ❑ a �J / \ �- `d"_". - �_C- 0- _ - j'+T-� t- �= - ;`y_- r; _��t'� Utility Plan �--, ('�0 .H51S-h2481pO^�Z >�,Arl a2gnB4 A,-yr .A1-Yh7:ti.-'s`t'5Y`1e1.5 e6,NN--91.9%USafr4J .k'.k3Aa- .Oi �('•ji:�. ;;'..YiTr,,;../:' : ._ SVrfa25 I I� .�',f#_•2i.44.42 ft4t.>t9.?E l a/: a,>4 3- (,�VAA) ) MAIN k3}-.i9,�Y41- ?AB 70++101 94r-r29 AM-•14;6 94V&1711 d✓I4,':V5J d.?2 Ig4l y{P•Tti,�'Fir•.Vi'I`k '- XE•v GRAPHIC SCALE OD AC,25EtAM.I4o sBRIDGE � ,,.4� f: .30-489 .>.VV%9.4'D1 Job Nom:6088a N :Y•P✓9.0 004..FAW�9 0. AIV-1016(N 5neet o. c.t ALTERNATE WATERMAIN CONNECTIONCTE O'✓PY "n'-IBJ uj LOCATION: CONTRACTOR TO 6 866WA MAIN I IN FM) FU Nome:6086P-CUT01 O VERIFY WITH CITY I inch_ 40 rt Dote:10/27/00 -5 n. I i I '�y, GRAPHIC SCALE w / ' d-,• / e ,e IN FEET} 014-16,63 t acn a zo rt —17 ' ?rll5 NOTES 1. 36" WATER MAIN RELOCATION MAY NOT OCCUR UNTIL 30"/20" UNE IS IN SERVICE AND ACCEPTED BY \ "�` �"'''� a'' •"Y� / / �� '1.''` THE CITY. SEE SHEET G-1. ' \�A�/(/ '���,' \�,•'' ,�, /�'/ 2. AFTER THE 30"/20" REDUNDANT SERVICE IS ON LINE AND ACCEPTED, THE 36" LINE MAY BE SHUT DOWN ,,'� `!'� FOR RELOCATION. CONTRACTOR SHALL PERFORM ALL WORK SO THE SHUT DOWN TIME IS KEPT TOA MINIMUM. PERFORM TEST PSUFFICIENTLY IN ADVANCE TO DETERMINE THE EXACT SHAPE AND DIAMETER / r1VV i OF EXISTING WATER MAIN AND ORDER MATERIALS ACCORDINGLY. CONTRACTOR IS REQUIRED TO HAVE 1 EXTRA ITS /// ' \�\ \�\\ �}, ,'y%' LENGTH OF 36" PIPE, 1 SPARE DRESSER COUPLING, AND 2 REPAIR CLAMPS ON SITE IN THE EVENT OF EMERGENCY. '"'/ 0 3. MANUAL AIR RELEASE VALVES AND BLOW-OFF VALVES, SIZED SUFFICIENT FOR FLUSHING, SHALL BE '` PROVIDED BY THE CONTRACTOR AT LOCATIONS APPROVED BY THE CITY. CONTRACTOR TO SUBMIT FOR / ,/' \,•'O;\�`\ a / t,J�' APPROVAL HIS METHOD FOR FLUSHING, DISINFECTING AND PRESSURE TESTING. CONTRACTOR TO STUB AND CAP, 2' BELOW GRADE, ANY BLOW OFF VALVES AS APPROVED BY THE CITY, FOR THE CITYS POTENTIAL FUTURE USE RECORD LOCATIONS AND PROVIDE TO CITY. ' , ,, "•S V ,.pd\``�''� "' '/ 4. CONTRACTOR SHALL UTILIZE ADEQUATE LENGTHS OF RESTRAINED JOINT PIPE AT VALVES AND BENDS AND ALL OTHER LOCATIONS NECESSARY TO ACCOMODATE FOR THRUST RESTRAINT. CONTRACTOR SHALL SUBMIT FOR REVIEW THE NECESSARY MANUFACTURERS INFORMATION AND ADDITIONAL CALCULATIONS AND ,,� / / \\ V \ f DETAILS REGARDING RESTRAINED JOINT PIPE AND PIPE RESTRAINT. SEE SPECIFICATIONS. ALLPIPE THATCXJ�J/�tGj IS RESTRAINED THROUGH THE USE OF TIE RODS SHALL BE PROVIDED WITH POLYETHYLENE ENCASEMENT. / i THRUST RESTRAINT BY CONCRETE THRUST BLOCKS SHALL NOT BE PERMITTED. '' /'" 5. ALL WATER LINES MALL HAVE MINIMUM 5' COVER. ,/' t. \ ` \ 6. PORTIONS OF THE EXISTING 36" WATER MAIN MAY BE PILE SUPPORTED. REMOVE THE WATER MAIN IN AREAS :' ,. ,' a'' ,>\�/' CTE 36" C.I. WATER MAIN UNDER PROPOSED BUILDING FOOTPRINTS. REMOVE ANY PILES AS REQUIRED FOR THE INSTALLATION OF THE ,/ yy rte', ty DRESSER COUPLING AS REQUIRED 1 O \ BUILDING PILES. , �� `"%\ �' PROPOSEO:.ACKING PIT ` 36" DIA. BUTTERFLY VALVE 7. PORTIONS OF THE EXISTING 36' WATER MAIN MAY BE PILE SUPPORTED. DURING CUTTING AND TYING INTO .^SIZP'AS REQUIRED ''C ''\ \�t"4 l / -� A O\ EXISTING WATER MAIN, EVERY EFFORT SHALL BE MADE TO NOT DISTURB THE EXISTING WATER MAIN OR ITS , /' �✓ �, / (J SUBBASE. FLEXIBLE DRESSER COUPLINGS AND SHORT LENGTHS OF PIPE SHALL BE PROVIDED WITH A SUITABLE ' ��I, \ SUBBASE IN TRANSITIONING FROM EXISTING TO NEW PIPE. OVER-EXCAVATION AND BACKFILL MAY BE REQUIRED, /�\ i' ,'' \Y r' ti '�Wt/ PROPOSED RELOCATED BASED UPON GEOTECHNICAL ENGINEER'S EVALUATION. IN THE EVENT THAT THE EXISTING PIPE IS PILE kA`'�,, "�/ ,2 /, 36" D.LC.L WATER ,,,:^^ SUPPORTED, THEN THE NEW PIPE SHALL BE LAID ON TOP OF THE EXISTING PILE SUPPORTS FOR AT ,��'' / � /' •C", \ ` t LEAST TWO SECTIONS OF NEW PIPE. ,i''' ,✓'i/ !/' --AA f ,� ;�`,,,,''� �,�; '�' � ,'�;rv;,�;�3, � � �.�` ,,\ t•�--�.,--4'"� �'� 293/3 � �.\ - i'' .�55/l3Gc BENiS A REQUIRED \ (�� ,b1-1PIN- I 2,09 Nvp R - - I PROPOSED UTILITY EASEMENT LINE PROPOSED ,i RELOCATED - /i V' 12" GAS MAIN �' \ , �' / f •! �\ � rI.l�/' ,7 3$"DIA. CL 705;'9 I 11 I, �C/7") Y '-//- GOC rOrJ / , '/' - ,. / .../ t�1'- +'� 1 r M"l�Wil/ / / /' Vv- I,/ ;' INV- 9012" �... I 3 12/4/W 3r ftm w � 1 / ,/ i/ ' ,�''' "• _," } /j�/',/�//'''`l,/'y''(/ %' ,� �'j(•'}`�' /%' '/ !'"C/ \ ,Z` �! I �f,��.•�, .. .`\:� ' z 1,/w/.b,/n�o/o NV 944 GOA#/2 "9 \ 77 N. Revisions VlJJ'VVPIM-12.1 CS9�NO!F #1td e nw_ ' BUILDING ONE , Dm Designed By BY Ape da FLOORS, aB UNITS Ci, ,0 - eyD -/- :y; ��/ Y :'/'l ' RAL RAL JJS {}= 1 ' - 's''f CO#69 T O? SNHNMA •L`,n ,\ F/Ms12,36 'All C CMN#67 \ \ `\�\ i //VV N01 ACC S� RIZZO / c5 t` ASSOCIATES w ,a, / r / \ ` G✓t,Al/ViV' A TETRA TECH COMPANY I1VVa9,6CCJ i One Grant Street r \ , � $�� ' \ Framingham,MAo17o,-9oo5 D vV 9,9f G> ' \ P 1 tM_J2'�J / 5o8.903.2000 �7 ww Azzoxom ,,! I I USE FOUR LENGTHSiINV�U, / -'' PIPE (6'-8' TO ALLOW FOR MORE VE LECTION Pro ieot Title D \ t— CG \ Jefferson at T AIR REIEARE VALVE ` \ v 36" C.I. IJIREID W TER MAIN DRESSER C A�. EQUIRED ` ; r��• / �� Salem Station � � ` --� Salem, MA N \ P S OT �p\(z5^> Sheet Title PR ❑ O O Z � G � �,�.. �— Utility Pian Cut Sheet 5MK#70 \' i,, ' DD 9 L. \ INV—7,8t 519 Stole ,a_za C NCt 7� Jab N-6088 Sheet No• L; ""-"�- t F1e N.ns 8086P-CUT01A/ ///���_�5A 7 P/M 12.M 0 D INV INV 0(A) lNV-S.BCQJ '� �•` G✓/..A110N� -\\�, \, INV-9.6(0 HV D l \ [� C� \\ 0 61M 12.7t # \ 'i -.- IN V-5, D Q 5MH#70 ;9:D I INV-7C ❑ D iL------ D ------ El t\t \ G BUILDING TW6 ------4%99M-0 UNI�17---- pas NO #15 El El El PUM, 12,02 L -----I L------j -------- ------ 5UMP- L 501#/ El -V 7 trElllvf-8,9 hl 'tV %fit NVP DCONTRACTOR TO LOCATE ------ EXISTING SERVICE AND CAP AT THE MAIN #60 00 p1pr DROP 6' PVC SEWER NTH ------------- D .47 FITTINGS A NEEDED. PROVIDE 3 /28/0 N 5w CLEANOUT WITH C.I. RING AND # 8 COVER AT GRADE. 7 �"�x 11, Dw s:� "/M/00 W2 wmenri BUILDING�HlRtE' 6t. 4 FLOORS i55 UNITS Fj W, A114F I 11 fi f1#5;9 Revisions /a!9 # \ v D�Ry 0-g-dBy CheckedBy Appm- POOL CL hA Ul IAL PAL JJ5 CLI 4" OM-141 UIQ# IN V--8,4 4 544P,#542 /R/M-12. /V V-115,7(3 1 9 I 1 11, ADJUST WATER MAIN DEPTH AS REQUIRED CSIOM ;�,6 SEE WATER/SEWER MAIN CROSSING DETAIL tINV-B,4(6 -14.2 Hy"r "r /9', 3 f \ � W/57-ret ill pum- A RIZZO MM-1-;�,02 ASSOCIATES al- VNV-6 A TETRA TECH COMPANY 10 cc, Z� One Grant Street 10 Framingham,MA 01701-9005 IN, /0' # V —.A 508-903.2000 C3 1 19 —14 7 1, �jizzo- -i AM �A_�A 1 CL .1 z ;vim;0.6 1 _ // /V7 Pw < D .0 AV# 5 Li INV-6- ef) ED VJ�4 Jefferson at � lal Co Salem Station z Salem, MA 14N 2PA r 60 L) -4 # Sheet TiV % INV-7. Utility Plan Cut Sheet D' AV P/M-0" GRAPHIC SCALE I'll V 10 WAMP cr) � I " , C� 0#97 acn-W 1-2Cr INV-8,6/1) IN FEET Sheet No L' 77 FU,-/ 6 F WA fek' I inch 20 (L Job No 6086 Lj INV-71(0) IW-9,0+ File N.— 6086P.CUT01B C-5 E, D 10/27100 0, 4) rA.44#R1 ii LUMINAIRE LOCATIONS LUMINAIRE LOCATIONS j Location Mounting Orientation Location Mounting Orientation i No. Label X Y Z Height (from North) Tilt No. Label X y Z Height (from North) Tilt i 1 C 5775.0 6041.0 15.7 15.7 0.0 0.0 38 C 6025.0 6630.0 15.7 15.7 -36.9 0.0 2 C 5714.0 6041.0 15.7 15.7 0.0 0.0 39 C 6079.0 6697.0 15.7 15.7 135.0 0.0 3 C 5681.0 6041.0 15.7 15.7 90.0 0.0 40 C 6161.0 6735.0 15.7 15.7 -32.0 0.0 4 C 5714.0 6083.0 15.7 15.7 160.0 0.0 s1 C 6223.0 6804.0 15.7 15.7 154.2 0.0 5 C 5681.0 6136.0 15.7 15.7 90.0 0.0 42 D 6292.0 6842.0 15.7 15.7 0.0 0.0 6 C 5717.0 6193.0 15.7 15.7 -90.0 0.0 43 D 6342.0 6870.0 15.7 15.7 0.0 0.0 7 C 56377 6055.0 15.7 15.7 180.0 0.0 44 D 6310.0 6770.0 15.7 15.7 0.0 0.0 8 C 5575.6 6047.0 15.7 15.7 0.0 0.0 45 D 6279.0 6714.0 15.7 15.7 0.0 0.0 -/ 9 C 5849.0 6049.0 15.7 15.7 180.0 0.0 46 C 6301.0 6630.0 15.7 15.7 .80.5 0.0 / 10 C 5920.0 6056.0 15.7 15.7 -17.9 0.0 47 C 6265.0 6550.0 15.7 15.7 103.5 0.0 11 C 5988.0 6074.0 15.7 15.7 -3.3 0.0 48 D 6250.0 6482.0 15.7 15.7 0.0 0.0 / 12 C 6066.0 6118.0 15.7 153 141.3 0.0 49 C 6242.0 6422.0 15.7 15.7 108.5 0.0 13 D 5842.0 6164.0 15.7 15.7 0.0 0.0 50 C 6225.0 6361.0 15.7 15.7 -65A 0.0 14 D 5895.0 6165.0 15.7 15.7 0.0 0.0 51 C 6423.0 6137.0 15.7 15.7 67.8 0.0 / 15 D 5929.0 6204.0 15.7 15.7 0.0 0.0 52 C 6464.0 6176.0 15.7 15.7 2529 0.0 16 D 5912.0 6253.0 15.7 15.7 0.0 0.0 53 C 6398.0 6206.0 15.7 15.7 68.2 0.0 17 D 5859.0 6252.0 15.7 15.7 0.0 0.0 54 C 6432.0 6265.0 15.7 15.7 253.3 0.0 78 D 5823.0 6274.0 15.7 15.7 0.0 0.0 55 C 6369.0 6284.0 15.7 15.7 69.4 0.0 19 D 5089.0 6164.0 15.7 15.7 0.0 0.0 56 C 6403.0 6347.0 15.7 15.7 264.0 0.0 4 20 D 6131.0 6209.0 15.7 15.7 0.0 0.0 57 C 6366.0 6396.0 15.7 15.7 718.0 0.0 21 D 6159.0 6248.0 15.7 15.7 0.0 0.0 58 C 6436.0 6424.0 15.7 15.7 -42.7 0.0 OA OA 0.1 0.1 0.1 0.1 02 0.3 0.3 0 0.3 0.2 O.v 0.t 0.0 0.0 OA 0.0 / 7 / / 1 22 D 6185.0 6300.0 15.7 15.7 0.0 0.0 59 A 6505.4 6618.8 25.0 25.0 -79.8 0.0 0.0 OS 0.1 0.1 0.1 11.2 02 0.3 0.4 pb' 0.7 0.6 o.I/ 02 0.1 0.1 0.0 OA T 1'/ 23 C 6075.0 6223.0 15.7 15.7 128.7 0.0 60 A 6438.6 6540.0 25.0 25.0 101.9 0.0 0.0 0.0 0.1 0.1 0.1 0.1 02 0.3 0.5 0.6 .7 oz pS 02 0.l 0.1 0.0 0.0 ` 1 24 C 6125.0 6293.0 15.7 15.7 1 Z2.0 0.0 61 A 6537.0 6475.0 25.0 25.0 .20.6 0.0 0.0 0.0 0.1 0.1 0.1 0.1 02 0.3 0.5 OY 0. 0.9 0.9 0.9 0.7 OA 02 0.1 O.l 0.0 0.0 \ 25 C 6048.0 6270.0 15.7 15.7 41.2 0.0 62 A 6549.0 6561.0 25.0 25.0 161.5 0.0 0.0 OA 0.1 0.1 0.1 02 0.3 0.3 0.1 1 0.6t 0 0 0. 0 0. . 1 01 0.1 0.2 0./ 0.3 1 0 0.6 5 0.1 0.1 0.0 S 0.3 0.2 04 0.1 0.0 0.0 \ 26 C 6053.0 6328.0 15.7 15.7 219.8 0.0 63 A 6169.5 6710.0 25.0 25.0 190.6 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.3 .5 0.4 0.3 O.P. O.l 0.1 0.1 0.0 0. / o\ .� 27 C 5983.0 6328.0 15.7 15.7 50.7 0.0 64 B 6010.0 6530.0 25.0 25.0 154.9 0.0 0. / ! 0.0 OA 0.1 0.1 0.1 0.1 02 0 0.4 1. 0. 0.7 0.5 .5 3 0.2 0.1 OS 0.1 0.0 Op 0.0 \ 28 D 5978.0 6386.0 15.7 15.7 0.0 0.0 65 B 6121.8 6604.2 25.0 25.0 -47.9 0.0 / ' 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.416. U. 0. 0.6 0.5 0.4 0.6 0.8 .7 0.1 0.2 0.1 0.1 0.1 0.0 0 0 0.0,0.- \ 29 D 5954.1 6439.2 15.7 15.7 0.0 0.0 66 A 6162.0 6496.0 25.0 25.0 -63.0 0.0 o 0.0 0.0 0.1 0.1 0.1 02 0.2 0.1 Ob 0.6 0 0. 0.5 0.4 OA 0.1 0. .9 0.3 02 0.1 0.1 CA 0. \ 30 D 5904.0 6477.0 15.7 15.7 0.0 0.0 67 A 6060.8 6428.0 25.0 25.0 .17.4 0.0 0.0 0.1 0A 02 0.3 0.4 0.7 . LI 0.6 0.3 ./ .6 0.8 0.6 0.4 0.2 0.1 OS.OA�o � 0.0 _ 31 D 5894.0 6531.0 15.7 15.7 0.0 0.0 fib B 5833.0 6416.0 25.0 25.0 -39.8 0.0 0.0 OA 0.0 0.1 0.1 O.11 02 0.3 0.4 /0.6 .0 1.4 0.9 .S 0. 0. 0.8 0.8 0.4 03 0.2'0.1�OJ.-a_0.0.0 0 0.0 32 C 5811.0 6505.0 15.7 15.7 147.5 0.0 69 B 5878.0 6364.0 Z5.0 25.0 -39.8 0.0 0.0 0.0 0.1 0.1 01 CA 0.2 Ow 0.6 yn 1. 2.4 L7 1 0.5 0.5 1.2 0.8 .54 0.3 02_41..f-0.1 03 0� A OA ' 33 C 5757.9 6440.5 15.7 15.7 -35.0 0.0 70 B 5787.0 6282.0 25.0 25.0 -39.8 0.0 0.0 0A 0.0 0.1 01 0.1 0.1 0.2 0.4 0.6,� L4 .7 4 1. 1 7 5-0-3�02 0.1 0.1 0.1 0.0 g� 11.1 1 0. 0 0.0 0.0 0.0 34 C 5681.0 6388.0 15.7 15.7 135.0 0.0 77 B 5742.0 6337.0 25.0 25.0 -39.8 0.0 0.0 0.0 OA 0.1 0.1 0.1 0.1 0.2 0.3 0. 1 2. .4 3.1 2.8 . 4.! •0.6 .4 0.2 0.1 0.1 0.1 0.0 0.0 0.3 0.5 0. 0.1 0. 0.1 0.0 0.0 _ 35 C 5632.0 6317.0 15.7 15.7 -51.3 0.0 72 B 5654.0 6250.0 25.0 25.0 -39.8 0.0 0.0 0.0 0.0 01 0.1 0.1 0.1 0.1 0.2 02 0.6 .1 1.6 1.6 12 1.3 1. 0. 0.3 0.2 0.1 0.1 0.1 0.0�oI 0.9 !A o 0.4 0�.1 0.1 0.0 0.0 - 36 C 5568.0 6264.0 15.7 15.7 130.6 0.0 73 A 5592.0 6136.0 25.0 25.0 -90.0 0.0 0.0 0.0 0.0 0.l 0.1 0.1 01 0.l 0.1 02 0.3,44 0.6 0.6 0. .5 7 44 2.1 LS t.l .6 '� 0.4 03 02 0.1 0.1 0.0 0.0 2.7 2 0.8 0.4 � 02 0.1 OA OA 37 C 5939.0 6597.0 15.7 15.7 142.1 0.0 74 A 5499.9 6103.8 25.0 25.0 90.9 0.0 0.0 0.1 0.0 0.1 0.1 0.1 0.1 02 02 02 0,/ 6 0.8 0.7 0. 0.8 2 1.9 1.e 0.8 0. .9 0. 0.5 0.3 Oz o.t 31 0.01 0.0 4.1 6 0.7 U`_ 0.3 0.1 75 C 5527.9 6196.2 15.7 15.7 <8.6 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3� .6®1�`f8 0.9 L3 5.3 2.8 1.8 .] F1 0.6/0 4®,8 0.3 02 0.1 0.1 0.,`'J/ .8 3.2 .0 1. Ll 0.5'. .3 02 0.1 0.0 0.0 0.0 -. .. BUILDING ONE 0.0 0.0 OA 0.1 01 0.1 0.1 0.2 0.3 03 03/43 0.7 40. ,. 0. 0.8 lA 6.0 5.3 3. 0. 4 FLOORS,48 UNITS 0.6 0b 03 02 0.1 0.1 0.0 Co0. � 0.6 2 3. LS 6 0.6 'o. 0.3 02 0.1 0.0 0.0 p�� 0.0 oA 0.0 0.1 0.1 ].1 0.1 0.2 OA 0.5 OCB'0. 0.8 "0.' .8 0. L2 1.9 1 696 5.2 0 6 0.4 0.3 0.1 0.1 0.1 0 2.5 5. .8 0.7\0.1 0.3 0.1 0.1 'Al0.0 0.0 OA 0A 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.6 0 Y7 1.2 l.7 1.8 4. 3.8 L8 0.9 0.4 �.5 .4 0.3\02 0.1 0.1 OA �0 4.6 2.1 I.6 1.2�`. ] 0.5 0.2 0.1 OA OA _ 1 0.0 OA 01 01 CA 0.1 0.1 0.2 0.3 0/OZ A b 0.9 12 24 0 52 23 12 0.5 0. 0.4 02 41 04 0.1 0.0 0. 4.2 4.1 1.4 1.6 2.1 2. I. 0.6 02 0.1 OA OA y OA 0.1 0.1 01 0.1 0.2 0.2 0.2 0.3 ON 0 �•1. X1.0 1.2 l.7 .6 �3 l.7 .2 1. 2.1 3.1 1.1 L 0. 0.4 02 01 01 01 0.OI0.,1 .4 .4 1.9 1 LI 2 12 0.4 0.1 OA 0.0 0.0 0.0 0.1 01 0.1 0.2 0.2 0.3 0.3 0.3 A" .7,.' 09.:0 1.0 1.9 1.1 1.4 1.6 1.0 5 .7 0.9 0.4 02 0.1\0.1 0.1 0. .1 0.9 3. .8 1. 22`. LI 0.4 0.1 0.0 0.0 0A OA 0.1 0.1 0.1 02 03 0.4 0.5 0.5 ,S 1.1-0.9 1.0 1 3. 7. ft .4 3.3 1 0. 7 .8 0.7 1. 1.6 0.6 1 .6 0.3 02 CA O.l 0.1 0� ❑ 2. L5 0. 9 3. .0 1.2 1.9 1.2 0.5 02 0.1 0.0 _ OA 0.0 0.1 0.1 0.t 02 0.3 OS 0.7 1.0/ Oi 0 .0 0.8 0 .2 6. .2 2.7 2- 1. 0.6 1.0 .5 0.6 0.5 0.3 02 0.1 011 0.1 0.0 0 4.1 1.9 0. 1.4 2.0 1.1 .] 2. .3 2-0.1 0.0 0.0 OA 0.0 01 0.1 0.1 0.1 02 0.3 0.5 .0 LO LO 0 0.7 0. .7 3 4.0 2.1 1.3 0. .7 5 0.6 1. 3. .7 0.6 0.8 0.5 0.3 0.2 0.1 0.l 0.1 1 2.4 1.4 1.4 1.5 L 4. 0.3 0. Al 0.0 OA 1. \ ` i� 0 1/ze/m n sueum�u OA OA 0.1 0.1 0.3 02 02 03 0.3,6 0. .g"1 1.3'L2 1.1 1. 1. 0. 7 0.9 1.5 2.5 1.7 B 0. 0 1.a l.] 3.7 1 2.7 0.1 0. .e 0.5 0.3 02 0.1 O.l OA 8 1.9 2. .e a. .e 3 I 0_0`: 0p_4,y 0 r' 2 „/w/a0 Dos slawn4L 0.0 OA 01 01 01 01 0.3 0.1 Ob" 8 IA 2.7 2. 1.1 0.9 1.1 1. 0. .7 0.9 2.3 2.7 2. .6 1.4 0.6 0 0.8 OS 0.3 02 0.1 0.1 0.lIA 0.1 .4 0.8 L 42 2.5 0 'OA 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4,:0. 0 v0.9 1.1 2.7 5 .3 Ll 0.9 .9 1.0 1.0 LO 1. .2\ l.3 1.5 3.4 1 1. 0.7 OA 0.2 0.2 0.1 0.1 0.J) b2 0.2 0.3 .a 0. 0. 0 „/,7/00 00,aeoaa-ar / 1 0.0 OA 0.1 0.1 0.1 0.2 0.2,a3"0,f� 1.11 2 .1 .2 1.5 1.0 1.0 IA 1. b 3:3 5.7 .5 .e 0.5 O.s 0.7 03 0.2 0.2 02 02 0.3 0:3 0.3 0.6 0 0.0 0.0 0.1 0.1 0.1 02 0.3 0.4 0,t .l 1. 1.6 2.1 a. 8 4.6 Us 1.3 0. 0 .0 .9 1.1 La LB OA 0.3 0. .0 0.6 0.3 02 02 02,0.3 4 O.S`, 0.7 0. 0.0 8.0.0�� \ Revisions �yi 0.0 0.0 0.1 0.1 0.3 0.2 0.4 0.6 Op I.6 2.3 3. 1 6. 33 3.3 4. 1.0 I.0 0. 0.9 0.9 L 0.7 0.3 02 8 .9 0.5 0.3 02 02 02-14.4 �.(;. 11.0 0.] Y/ 1 0.0 01 0.1 0.1 02 0.4 Ob 0,�'. 13 2.6 .0 6. 2.8 2.5 3. L 1.4 LI 1. Ob OA 1.0 0.7 O.a 0.2 02 0.2 0.3 05' 0.9 0. 0. _ 0.0 0.0 0.� \ ' W 1 r`\ o / \ Ore-By Des.aned By CherJ,ed By AGem,', 0.0 0.1 0.1 0.1 02 0.3 OS .0./1.'+ a. 1.0 2.1 4. A 3.7 3 7 I 3.1 22 L3 t2 0. 0.6 0: 1.0 0 0.6 0.3 0.5 .8 LO LO 0.844 0. 1 0.0 ODS RAL BUILDING TWO '\ _ 0.0 0.1 0.1 0.1 0.2 02 00.1.10.' 0. L 9 1.2 1.8 2. 3.2 4.3 1. .4 S 3.0 3.0 t. L 1. 1 .5 4 FLOORS,55 UNITS 0.2 01 02 02 0. b"t;-' .9 0.6 0.4 0.2 0.1/0.0 0.0 m 0.0 0.1 0.1 0.1 02 0.3 0,0.7/0. 0.9 1 1.6 2. 9 1 4.4 3.9 .7 3. 4. 0. 2.9 1.8 1 0. 0 1.2 09 7 0.9 0.7 0 0.4 02 0z 0.1 0.1 0.2 0.3 �;l.6 0.8 60.6 0.4 0.2 0.1 0.1 0.0 0.0 PLAN BY;AND PHOTOMETRICS o e I in, 0.0 0.1 0.1 01 0.1 02 0�'t.l a1 3S 5. +.3 3.6 6 ./ 3.8 Ls 1. 0.6 .8 09 a. 9 0. 0.7 0. 0.5 0.3 02 0.1 01 0.1 02!03 g b 11.8 0. 0.7 0.4 a2 0.1 o.1 0.1 0A '\ BOSTON LIGHT SOURCE AND �@ "/�// / LITHONIA LIGHTING 0.0 OA 0.1 0.1 0.2 02 1 0. 1.0 1.7 2. 8 3.0 22 3. 2. .4 32 2A 0. .3 0.2 0.9 0.8 1. 5 0.5 .7 0.3 02 0.1 0.1 0.1 0.1 02 11.3 0. �: 0.8 0.6 a4 02 02 0.1 0.1 0.0 OA LEGEND , �, % Ir 0.0 0.1 0.1 0.2 0.3 y 0. 9 0 L4 2.8 3.8 2.3 .9 f 2.5 2.3 2 3 .6 0.4 02 0.9 1.0 0.6 0.7 .0 0.9 1.3 .4 0.3 02 0.1 0.1 0.1 0.1 Ok 0.4 0.5 Clt� 0.7 0.6 0.5 03 02 0.1 0.1 0.0 OA 0 OA 0.1 0.1 02 0.3 0.5/'0. .7 I. L2 2.3 4. 4 4A 3.5 5.7 3.9 2. L 0. 0.5 5 2 LO 0. 0. 0. 1. 4 0 L. .0 1 0 OA 0.2 0.1 01 0.1 0.1 0.7 /L/2 0.4 0.6 ,91�A'f<9 0.3 OS 0.3 0.1 01 0.1 OA :. SYMBOL DESCRIPTION .; 0.1 0.1 0.1 0.3 0.4//ow .4 j 0.9 .0 L. 1.2 2A 1 2 22 3A �5 S 4b 2.7 .0 I. 1 lA C 0.8 .6 L 0.9 0.7 1. 1.1 1.1 1.0 0.8 0.3 0.2 0.1 0.1 0.1 0.1 O.l 0.1 0 `. 0.8 0.9 0.9 0.5 0, 02 01 0.1 0.0 OA A SHOEBOX LIGHT / 2 y/9 / '134 1 Q 0.1 0.1 0.2 0.3 066 4 1.9 2., 1. 4.1 2.8 A 4,9 5.8 1.4 1 0.7 0.8 0.9 1. 1.1 �.4 0.4 0.2 0.1 0.1 0.1 0.1 0.1 q! 0. °O. p.9 1.1 0.6 0.4 0.2 0.1 0.1 0.0 OA Dr B SHOEBOX LIGHT • / �, 'A _ Cl 0.1 01 02 0.{, .8 3.1 S.l 3.3 2.1 8 .3 t. .e .8 0.9 1. LO 1.1 .3 0. S 0.3 02 0.1 0.1 01 0.1 OA 0.0 0. `, .8 09 OS 0.4 02 0.1 0.1 01 0.0 C C ACORN SHAPED / RIZZO F 0.1 02 0.9, 0 0. 0.7 8 2.6 4.5 6.8 2.3 1.4 LO .5 .6 1.1 .1 .9 Ob I 4 .1 Ll 1.2 1.2 0.7 0.4 02 02 0.1 0.1 01 0.0 Qb 0.0 .0 0.8-0.5 0.3 02 01 0.1 0.1 0.0 0.0 / ASSOCIATES T) D ACORN SHAPED 0.2 0.4 0� 1. e a a6 1.1 L7 3.7 3.0 1.3 6 f. p,7 z o.7 os ® 1.1 1.1 .a 0.5 0.3 02 01 0.1 a1 0.0 o.o o.o o.a o.0 0.9 0.7 0.6 a4 0.3 02 01 al o.o o.o � / 4 POOL BUILDING THREE / O C(K) ACORN SHAPED (ALTERNATIVE) 02 05 .9 1.2 1. .6 0A 0.6 1.D 0.8 0.7 0. 4 FLOORS,55 UNITS .0 1.0 .0 IZ o.6 .3 02 0.1 0.1 0.1 0.1 0.0 .o 0.0 0.0 0.0 0. '\ 0.9 0.6 0.5 0.3 0.1 0.1 OA 0.0 A TETRA TECH COMPANY LI 2. 1. .2 0.8 0.8 0. 5 ,9 ]A 0.9/0.8 O.s .2 02 0.1 01 0.1 0.0 0. 0.0 0.0 OA .0 9 0 09 L 06 0.3 0.2 0.1 0.1 0.0 One Grant Street ACORN SHAPED ALTERNATIVE D(K) ( ) e�52' Framingham,MA 01701-9005 1..- 0.4 0 711.1 1. 0.9 1. 0.9 0.] 1.1 0.8 0.5 0.9 0.8 0.4 0. 02 01 0.1 0.1 0.1 0.0 0.0 0.0 OA .91�.e.9'f3 0.7 0.4 02 0.l 0.1 0.0 508.903.2000 ( \ www.rizzo.com I 1.1 1.3 0.9 4 • 0.8 1 0.9 0. 1.0 0.8 0.6 .4 0.6 9 1. 0.9 OA 0.3 2 0.1 0.1 0.1 0.1 0.0 0.0 X0.0 0`� 0.4 0.9 � LO 0.5 03 02 0.1 0.0 0.0 0.0 I CIL BUILDING:FIVE y Vl 09 1. .272 1.1 1. ♦FLOORS,32 UNITS #.9 3 077 0.6 0.5 0. 0.4 0.6 1.0 0.5 0.3 .2 0.l 0.1 0.1 0.1 0.0 0.0 0.0 OA 0.1 0.1�-U.4 0. '.7 0..602 0.1 0.1 OA 0.0 Z BUILDING FOUR,4 FLOORS Q 16 "!t3 0.6 1. .6 0.9 46 UNITS: 5,700 SF RETAIL 0.3 02 `� 0.3 0.5 .9 0 0.6 OA .2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2, �.7-f1 0.2 0.1 01 at 0.0 0.0 i n' 1.6 3 32 J2 0.9 1. 4.l .3 0.2 02 02 0.3 04 0.5 0.6 OA 0.2 0.1 0.1 0.1 0.1 oA OA OA O. 0.1 `sC'0.4 0.5 0.5 0.3 0.2 0.1 01 0.0 OA ra sect Fill, w STATISTICS 1 - " i.l 1.1 2. .2 1.0 0.6 0.3 0.3 0.4 03 0.6 6 .7 03 0 02 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 i 0.0 0.0 0.1 OS 02 0.2 02 0.2 0.1 0.1 01 OA On .. Jefferson at Description Avg Max Min Max/Min Avg/Min 1.�.2 0.9 L4 1. .9 0 1.3 1. 4 9 0. -0. � 0.7 0.7/7 0 0.t 0.3 02 0.1 0.1 0.1 0.1 0.0 0.0 00 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.l 0.0 0.0 Z ;, � -'- 1a---"�- .,-- Salem Station I Q 0. - .S 22 1. .t: 1.0 .8 1.6 LS 1.3 1. 0.9 0. L .6 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 OA 0.0,..0� // 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 oA 0.0 l F Town Home Parking 1.7 fc 6.6 fc 0.5 fc 13.2:1 3.3:1 - - � � y� Salem, MA I (.1 0 0. - 1. 1.9 t.2 1.21%2 0.7 0.7 0= �.9�e.?�b.7 0.6 0.5 0.4 0.4 03 0 0.2 0.1 0.1 0.1 0.1 0.1 0.0 oA yq;0yw�"` 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Apartment Parking 2.2 fc 9.4 fc 0.5 fc 18.8:1 4.5:1 ` _ R a.a 1.0 s 1.4 .a s 0.6 0.5 os ow 0.4 az 0.2 0.2- 2 0.1 .1 0.1 01 0.11. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OC 0 0. .6 0.6 0.6 0.6 0.7 0.6 0.6 0.7 T1 41 0.1 0.2 0.2 0.3 0.3 0.3 0.4 0.3 0.3 0' 0.5 1.0 0.6 0.6 0 .5 0.5 0.4-0.3 0.3 1.a 0.3 0.3 03 02 0.2 0.2 0.1 1 O.l 0., 0. 0 .. 0.0 0.0 Sheet Title C3 - - - - - -- - ---- - Lighting Plan NOTES i GRAPHIC SCALE `O 1. Readings shown am maintained Illuminance as noted. 1 � 2. Based on alight roes factor of 0.72. ID 3. Results areshown In units of footcandles. 60 25 59911l;11-50, 4. Reetlings shown ata taken at grade. Job�o. 6086 Sheet No. i LJ S. Luminaire mounting heights an noted In luminaire locations chart File Nom �_� O �IN FEET) c 608677-CLT01 LX 1 ch 50 ft Date:10/27/00 0- Le BARON HEAVY DUTY FRAME AND GRATE - 6" PVC CAP FOR CLEANOUT. FINISH GRADE ' LF248-2, FOUR FLANGE, (OR APPROVED EQUAL) WHERE CLEANOUT IS LeBARON TYPE A MASS. 9� FINISH GRADE SET IN MORTAR SUBJECT TO VEHICULAR6' STANDARD FRAME AND IMPACT, PROVIDE CLEANOUT COVER (CAT. No. LK 110) PRECAST CONC CONE SECTIONS SURFACE TREATMENT RING AND COVER. (LEBARON SET ON TOP OF PRECAST — — — — OR PRECAST CONC TOP SLAB. AS INDICATED ON GRADE ADJUSTMENTS LA0910 OR EQUAL) GRADE RING OR 3 COURSES ALL SECTIONS DESIGNED FOR H-20 I TRENCH WIDTH THE PLANS I MAY BE MADE WITH 24y • — DIA.VARIES— COURSES (2 MAX.) OF RUBBER GASKET JOINT (MAX.) OF BRICK AND LOADING. ECCENTRIC OR CONCENTRIC VARIES WITH DOWNSPOUT PER SEALED WITH MORTAR. PRECAST SECTIONS MAY BE USED SHEETING DESIGN SHEETING, IF USED, SHALL BE BRICK OR PRECAST ROTATE CLEANOUT 90 DEG. ARCHITECTURAL PLANS COVER TO SUPPLIED WITH 3" AS READ. LEFT IN PLACE, CUT-OFF AT THE CONCRETE GRADE RINGS FROM AS SHOWN HERE LETTERING TO READ "DRAIN". SPRINGUNE OR AT PIPE CROWN 1'-6" (MIN.) WHERE THE PIPE HAS FOUR FEET •a OF COVER. PRECAST REINFORCED RCP OUTLET WITH SECTIONS SHALL BE •,_ RUBBER GASKET JOINT CONCRETE CONCENTRIC FLEXIBLE COUPLING SEALED WITH BUTYL CONE SECTION �NEENAH R-3701 CATCH BASIN HOOD 4" TO 6' INCREASER 6" SDR 35RUBBER(TYP) BACKFILL OR APPROVED EQUAL AT 1.00%MIN. VARIES yg a9' TRENCH WITH LONG RADIUS SWEEP z'MIN. ORDINARY �4, ORDINARY ` \�9 BORROW PRECAST REINFORCED :,.. BORROW a DRAIN PIPE JP`s CONCRETE RISER SECTION 6" PRECAST CONC — — — CONCRETE SUPPORT CRADLE USE WYES NND FITTINGS AS BARREL SECTION GRAVEL)OROW i �•SUMP REQUIRED FOR CLEOUTS r 46Y I PRECAST REINFORCED CONCRETE BASE SECTION GRAVEL BORROW(TYPE B) 24'(MIN.) GRAVEL BORROW PRECAST CONC (TYPE B) 24" GRAVEL UNDISTURBED EARTH DOWNSPOUT CONNECTION DETAIL BASE SECTION 6-MIN) DRAIN PIPE BORROW(TYPE B) N.T.S. BRICK CHIPS AND MORTAR OR 3000 PSI CEM CONC UNDISTURBED tY MIN(TR) 0/2 MATERIAL FILTERWEAVE 404 PRECAST CONCRETE CATCH BASIN DETAIL FABRIC SOIL REINFORCING 4. SEE DRAIN PIPE TRENCH SECTION N.T.S. UNDISTURBED EARTH RCP DRAIN PIPE TRENCH SECTION INVERTED ARCH WITH GRAVEL BORROW(TYPE B) (24" THRU 48") MORTARED BRICKS LAID ON EDGE N.T.S. NOTES CONCRETE 1. MANHOLE SHALL BE PRECAST CEMENT CONCRETE MANUFACTURED IN 3-8" LI LU WALL ACCORDANCE WITH ASTM C-478 DESIGNED FOR H-20 LOADING. MANHOLES SHALL BE 48" DIA. SURFACE TREATMENT AS INDICATED ON LIFTING THE PLANS2. SEE GENERAL PLS FOR PIPE SIZES, LINES D GRADES. A UPLANSN 316 STA LESS NINANCHOR�BOLTS PRECAST CONCRETE DRAIN MANHOLE 48" X 48' GATE RODNEY HUNT SEL O RLLIFLEXIBLE FLAP NTS FLEXIBLE FLAP VLAVE (TIDE GATE) TIDEGATE e ° 4-o 11 5'(MIN.) ORDINARY BORROW ' NUT, WASHER, A JI --( 0 o 0 o REINFORCED NEOPRENE RUBBER AND BOLT(TYP.) '� - SHEETING, IF USED, SHALL BE 0 0 - STAINLESS STEEL FRAME (TYPE 304 10'-°" LEFT IN PLACE, CUT-OFF AT THE — OR 316) STAINLESS STEEL FLAP SPRINGUNE OR AT PIPE CROWN 0 o 0 0 01 WHERE THE PIPE HAS FOUR FEET STIFFNER ASSEMBLY(TYP.) — — — -1 NEOPRENE LIP SEAL o r — -1 OF COVER. I (SEE NOTE) b FLAP STIFFNER ASSEMBLY '� I I NOTE: a ° o� 0 0 0 ov\ (TYP.) LIFTING HANDLE HANDHOLES SHALL BE 45" X 45" X 48" n I , I 5-� GRAVEL BORROW(TYPE B) AS MADE BY ACME PRECASE OR EQUAL e" DRAIN I ov\ O O o p1 L_ J PRE 0 o NEOPRENE GASKET I A� 12" DIA. SUMPS z4 RESILIENT SEAT o PLAN 36" DIA. HOLE I lop GROUT SEAL LR UNDISTURBED LB388 FRAME AND A r COVER TO BE BROUGHT TO MATERIAL AS MASONRYNTH COVERS TO DRAIN SREQUIRED. DRAIN PIPE TRENCH SECTION NOTE: BE SUPPLIED WITH STANDARD MOUNTING HOLES QUANTITY AS REQUIRED FOR 3" LETTERING TO READ TELPHONE 48" TIDE GATE DETAIL GRAVITY FLOW, TIDAL WITH OR ELECTRIC, AS APPLICABLE. (6" THRU 18"� 1 WAVE ACTON TYPICAL ALL MANHOLES N.T.S. , , N.T.S SECTION A—A r (4) RECESSED PULL EYES /2e/ol 6' } Tt/,O/Do art StIWTTAI N.T.S J- h^6'WALLS _- „Hiroo ODI re0alrn m 2 om. o....l•den (24) TERMADUCTS, SEE Noce INLET.See note,8.9 Rei vo,e,an syteeme a weal x e V. O O O loads oweig a idn reauYe en sealom •' upsteem d—hoi satNWae dm shall be detailed by dM Cauultlnq 90 Aluminum angle,Ion e ~ 0000 width date I>los�by Yb tea.dn N "" ENtseerwithol—O Weleelr with neoprene gasket 6'Concrete Typ W ' E 5-� • UTILITY MANHOLE ORx8x7 - .. om.m tuned r CL APPROVED EQUAL ' RAL RAL JJS er o.e s d.a ed By App rived U EXISTING RAILROAD TRACK EXISTING SEAWALL OF EXISTING OUTLET SAWCUT D ,,. 12" GRAVEL BORROW O c v REMOVE EXISTING OUTFALL EXISTING GRADE ° TYPE B Awminnm swirl ,—� sOUTLET.te 9 w STRUCTURE 6" A onomb<r A r,�•;��9J�oc�QN �LI I I UNDISTURBED - INSTALL NEW TIDE GATE ELEVATION SECTION A-A EARTH so��• 111 L3 REMOVE EXISTING OUTFALL o O EXISTING SEAWALL STRUCTURE PRECAST TELEPHONE MANHOLE 9eolont j enlD<wde Foca cono-w woe - o SAWCUT AND GROUT INSTALL NEW N.T.S. PLAN VIEW B — B RIZZO I o U TIDE GATE Rim,levo"°"'to ASSOCIATES d crete conrolnforcad match liniaeed ar°de ID I APPROXIMATE LIMIT Tor HS20-44 lood4w _ Risers by other' ATETRA TECH COMPANY I 00 ENSTING WALLLL THROUGH OF REMOVALRETE l:..,.;.�''. .•; .:.:,... One Grant Street / I I PROPOSED 48" GROUT 48" PIPE IN PLACE C3 I I I APPROXIMATE op ons side' 508-903.2000 EX,Sz Framingham,MA ot7ot•9ao5 EXISTING RAILROAD BED nNG RIVER caw Ano.com eeolea to.ro�lt I Z TRACKS I I I 48'DIA JACKED RCP Bot l hoer w„d oriroe d I I I I ( 24"(MIN) Pbtea PLUG EXISTING 24'DRAIN PIPE INV. 3.2 EXISTING 24" DRAIN K W I I PIPE) O OUTLET In"e.e ti PLACE RIP RAP TO MATCH Y '� '.1 1 Y Protect me Z I I EXISTING , ,.�. Jefferson at 2" 2500 PSI T. T" Salem Station O + + + CONCRETE F-• I I GRAVEL FILL .....":.-::•.:..:•. Salem, MA Old d Z Qu + 4" PVC-SCHED 4D CONDUITS SECTION A — A Sheet Title i 0 2 5°" °"r T^ane^t , (6w15) ^°°e'r°rt•" ' 'e',ed a eq, �npwine s Construction Details OUTFALL CONNECTION 2. ,w s d,ee a eanNkwd caw ..ee aMw rnxm. & M x pipe mw a,-1. w o th..Fnieene — — ,. scars rwu mow....eme a w.,,a,ss k,ed,p a. Pa odw,t•tien mey can.••••.v Olen r«,;,.ar loeedon OUTFALL CONNECTION .. =w s ehed heateN. b Aped..dn.et m 1..vcnmw xm me he .tee �o.wmy 1— ,6" , inWfi�,�I P.ak b.a6nM,?a ° .M w Oo." — ctw°a ,I.exam.„aww x,.pwbro4d p,l:d Te.yx.w,not Mxa,.. FINE GRADE AND scats I ,le I•o•a a• .a ,�.x..olk«, ,i.Pvamw to cave auwuaii ata pe.;a.nmy.euia,nwn PLAN VIEW SECTION B—B COMPACT EXISTING d scars a F o�«a•ey.r...•l ,,.cad°at we,reenl.Al(m>)8T 3ee2 eat.123 Ter oNwh,,INwn etlen 1" a SUBGRADE ID V STORMWATER TREATMENT SYSTEM PS TYPICAL DETAIL PS �2: MODEL 31: MODEL ,000 TYPICAL CONDUIT DETAIL n Ps2: MODEL 3,000 ScDle:None VORTECHS W N.T.S PROPRIETARY INFORMATION—NOT TO BE USED FOR CONSTRUCTION PURPOSES doh Na.:6068 Shad No- FYe Namr.B088P•C0T09 C-7 O Deo!10/27/00 v a T I� i SURFACE TREATMENT i AS INDICATED ON THE PLANS 6'-0" MIN. WHERE POSSIBLE SET HYDRANT I ROAD SURFACE GATE BOX ir 2-3/4" TIE RODS R'C'P' PROP PAVEMENT FINISH GRADE (1 EA. SIDE) FASTEN DRAIN & SUBBASE -11 5'(MIN.) ORDINARY BORROW GRAVEL BORROW TO SOWN CKET CLAMP - SHEETING, IF USED, SHALL BE AT BELL (TYP.) 45'BEND FILTER FABRIC LEFT IN PLACE, CUT OFF AT THE ( •) 3/4" CRUSHED STONE WHERE SPRINGLTHE PPE HAS FOURINE OR AT PIPE FEET t � PR "ABO MIN DIA AT OF COVER. s 18• 5'-0" MIN. ;J3/4 EAST 6"ABOVE HYDRANT MIN TIE ROD TO DRAIN RING GRAVEL BORROW '4 °^ EXIST. BELL(TYP.) I RESTRAINT(IEGALUG-) t2' GRAVEL BORROW(TYPE C) PROP. 6" D.I. (TYP.)OR 3000 PSI, 520 CEM.CONC. THRUST PIPE CRUSHED STONE (MHD M2.01.3) MIN 12" GRAVEL BLOCK WRAPPED IN MIRAFI 140 N FILTER BORROW OVER 6" FABRIC MIN, 6 CU .FT OF - I SAND CRUSHED STONE AROUND o ORDINARY BORROW GATE VALVE BASE OF HYDRANT 24• W a' .; NOTE: WATER MAIN NOTE:. CONNECT TO MAIN TO BE MADE CONCRETE BLOCK SET o 1. CONNECTS TO BE MADE USING USING MEGALUG OR TIE ON UNDISTURBED EARTH MEGALUG OR TIE ROD TYPE ROD TYPE RESTRAINT JOINT RESTRAINT JOINT CONNECTIONS. CONNECTION. UNDISTURBED MATERIAL WATER MAIN CROSSING DETAIL HYDRANT CONNECTION N.T.S. N.T.S. DUCTILE IRON PIPE WATER MAIN TRENCH N.T.S. CENTERLINE OF OPERATING NUT CENTERLINE OF BUTTERFLY VALVE CENTERLINE OF OPERATING NUT PAVED SURFACE CENTERLINE OF BUTTERFLY VALVE r B 2'-1 3/4" _ 18"x16" FRAME AND COVER (SEE DETAIL) F—A A B ) I VARIES A A I v SET C.I. FRAME IN PAVEMENT B \ o I //! 5'-0' 5'-0" L S w W iVL ON A MASONRY BASE ON VARIES CAST IRON ACCESS PIPE n COMPACTED FILL 3000 PgI V I SEWER CONCRETE 1 1/4" PIPE WATER 10" CAST IRON ACCESS PIPE OR ; 6• _ _ _ _ MAIN OTHER APPROVED MATERIAL _ V-5 1/2' SECTION B-B I--�B - KEEP PLUMB CENTER RVALVE BONNET UNTIL BACKFILLED.ND oo COVER SECTION B-B I I 6 a B PLAN i ° '° 0' GRAVEL� BORROW FRAME PLAN ELEVATION 12 1• 1'-4" 1� --- MASONRY BASE 1 1/8• 1 3/8" I 2" SQ. OPERATING NUT 1" 6 1/2" A I MECHANICAL JOINT- - I TURN RIGHT TO OPEN FLANGE SEWER 6�,-„•: PIPE PLACE MASONRY BLOCK FRAME OPERATOR HOUSING ;—a, 3000 PSI WATER SECTION A-A SECTION A-A UNDER ACCESS PIPE ON COMPACTED DIA. BOLT CIRCLE CONCRETE ° MAIN COVER I FILL-DO NOT RESET ON VALVE 6� �4 � FRAME I MASONRY BASE 9 0? TGRRAE L BORROW BAST-IRON WATER PIPE SECTION 18"x16" FRAME AND COVER CENTERLINE OF SHAFT UNDERGROUND OPERATOR I CENTERLINE OF VALVE FOR USE WITH MAIN LINE GATE VALVES OR GEAR BOX CONCRETE SLEEVE DETAIL N.T.S. N.T.S. 3 +n.ro, s�rtN SECTION A-A 1 11/30,W 00a 3iK I , nM/DO D0,voru9 sr Revisions A MASONRY SEE DLC-ILE IRON WAT-R I- ` BASE ON w 24" GRAVELBORROW TRENCTHCNCH E CAVATICIN AND 3EDDINC , Der o-,nw er Chetlin eY AWamd BY RAL RAL JJS a MANUALLY OPERATED BUTTERFLY VALVE DETAIL "* PENETRATION INTO EXISTING MANHOLE MUST BE CORED. MAKE WATER TIGHT. NOF SIZE TO BE COORDINATED WITH SEAL N.T.S. Ln MANUFACTURER. � rrN j m o SEE NOTE I N 12" MIN LINK SEAL WITH 316 S.S. TRIM Le BARON TYPE A MASS STANDARD FRAME arc' AND COVER SET IN MORTAR CAT No LK110. l7 SET ON TOP OF PRECAST GRADE RING OR 3 BRICK MASONRY AND SEALED WITH MORTAR. q FINISH GRADE-,,, COVER TO BE SUPPLIED NTH STANDARD 3• RIZZO LETTERING TO READ "SEWER". L) INVERT ELEV= 8.50' RWYE OR EQUAL FITTING(S) REINFORCED PRECAST ASSOCIATES MORTAR BED EXTENDED GRADE RING OR SURFACE TREATMENT pTETRA TECH COMPANY OD OD 6" OVER TOP SECTION 24"0 ACCORDING TO PLANS SEE DETAIL-A TYP OF CONE TO ADJUST TO GRADE Framingham,MA01701-9005 0 8" 8" BRICK AS REQUIRED (TYP) One Grant Street EXISTING PRECAST CONCRETE • •� (4• MIN.-12" MAX.) 8 ~ SESD MANHOLE STATION 59+88 2' FILL ALL LIFTING HOLES z 508.903.2000 1 1 2 X 3 8" 376 STAINLESS STEEL WITH HYDRAULIC CEMENT CONCRETE TOP CONE www.riao.com U /" / PRECAST REINFORCED FRICTION CLAMPS WITH 376 STAINLESS STEEL ORDINARY BORROW HILTI QUICK BOLT FASTENERS OR EQUAL (NON-SHRINK) MORTAR • "t BUM RUBBER FLEXIBLE N MANHOLE RUNGS TO BE DROP FRONT STEEL REQUIRED AT ALL SECTIONS JOINT SEALANT O REINFORCED COPOLYMER Protect Title CL NOIM (SEE NOTE 4) REINFORCED ELENE OR 12" O.C. W 1. PROTRUSION OF INSIDE DROP ALUMINUM ALCO STOCK (TYP. V) CONNECTION MUST BE KEPT TO 8" PVC SEWER PIPE NO. 126538 OR EQUAL, ) MULTIPLES OF 1', 2', 3', JeNerson at 4' OR 5' LENGTHS SHEETING. IF USED, SHALL BE A MINIMUM FOR DISTRICT ACCESS i — ALUMINUM EMBEDMENT 48"0 LEFT IN PLACE, CUT OFF AT THE Z PORTION COATED WITH - Salem Station /i— \ PRECAST REINFORCED CONCRETE SPRINGLINE OR AT PIPE CROWN p AND MAINTENANCE PURPOSES / \ ELEV= 2.19' PLAN VIEW BITUMASTIC 5" MIN. BARREL SECTION - WHERE THE PIPE HAS FOUR FEET Salem, MA 1 2 316 SS HILTI QUICK u 2. EXTREME CARE MUST BE TAKEN /" OF COVER. DURING THE WORK TO PREVENT BOLT FASTENERS OR EQUAL 6" (TYP) — SHELF ELEVATION SAME AS ; DEBRIS FROM ENTERING SESD •: 12" MIN. OVER db' ' tY ' SLOPE 1"/FT. CROWN OF HIGHEST PIPE i o GRAVEL BORROW TYPE C SHALL az FLOW STREAM EXISTING 84" RCP SEWER CONCRETEPRECAST RBASERSEC�ON • HIGHEST SEWER a FLEXIBLE SLEEVE W/ o' u a v 8 SIDES& BOTTOM OF TRENCH TO 12` 3. SESD DATUM IS APPROXIMATELY 4• • . STAINLESS STEEL CLAMP BE PLACED AGAINST UNDISTURBED Sheet rN• NOTE: ABOVE THE CROWN Construction Details 0.1 FEET ABOVE SALEM DATUM BRICK MASONRY I MIN. II COAT MANHOLE EXTERIOR o '•000 4. INSIDE DIAMETER FOR MANHOLE 6^ W/2 COATS OF BITUMINOUS tY A• o••' WATERPROOFING. �'' 12" MIN. BELOW LOWEST SEWER i STATION 59+88 AS SCALED FROM •., .� + `O 00 SESD PLAN AND PROFILE SHEET UNDISTURBED EARTH C-15, DATED JANUARY 8, 1971 24" GRAVEL BORROW �Osl�None 52INVERT ELEV= -4.64 SESD DATUM TYPE B) (SEE NOTE 3) ( Sh-t N, U Job NO.:8088 W PROPOSED SESD MANHOLE CONNECTION STA 59+88 PRECAST CONCRETE SEWER MANHOLE SANITARY SEWER TRENCH FneN= 6W6PCDT01 C-8 o STRAP DETAIL-A V v N.T.S. Datr.10/27/00 � N.T.S. N.T.S. N.T.S. 1/2" CHAMFER AT ENDS ACROSS SIDEWAIX-MID7H VANES TOP AND DOWN FRONT FOR 8" CONCR*CUR 3" BIT. CONC. PAVEMENT TYPE 1-1 6" FINISH GRADE PLACED IN 2 LAYERS, 1-1j2' TOP CURB COURSE OVER 1-1/2 BINDER COURSE PAVEMEN jwEEN VANES 1x MDt.21N MAX TACK COAT AS REQUIRED jpGp 51G ��� r18" �O�RO ERV NOTES: 6" X 6" W.W.F.a O 'n 4 ;♦ 6a " GRAVEL BORROW �E9 FACE OF CURB 1. PROVIDE 318" X 1" SAWCUT CONTROL (1.4X1.4) 12" GRAVEL JOINT AT 5 0" INTERVALS. e•MIK1" BATTER ON BACK OF CURB 2. PROVIDE 3 8" EXPANSION JOINT PROP. PAVEMENT 4COMPACTED SUBGRADE U AS /• AT 20'-0" INTERVALS. 4" 3000 PSI (DENSIFY PER SPECIFICATIONS) CEMENT COCOMPACTED SUBGRADE 4" BLOCK LETTERS SEE LANDSCAPE DETAILS FOR CEM. CONC. SIDEWALK 7" YELLOW PAINT EXPANSION JOINT DETAIL. PROP. GRAVEL GRA8" GRAVEL CEMENT CONCRETE PAVEMENT CONSTRUCTION DETAIL CONCRETE CURB DETAIL STENCILED CURBING CEMENT CONCRETE SIDEWALK DETAIL N.T.S. N.T.S. N.T.S. N.T.S. LOAM AND SEED OR SIDEWALK HANDICAP PARKING 2" 4, 2" SIGN AS PER LOCAL CODE CURB 2'-O" MIN. ORDINARY` 16 0 8'-O" BORROW­, 3" BIT. CONC. PAVEMENT TYPE 1-1 ] I PLACED IN 2 LAYS S 1-1/2" TOP O.C. COURSE OVER 1-1�2° BINDER COURSE PAINTED WHITE t'(IIP.)— TOP COURSE STRIPE ®45' 4" PAINTED BASE COURSE SLOPE (2X MAXIMUM, 1R MINIMUM) SEE PLANS FOR WIDTH ----{ WHITE LINE I (1YP.) TACK COAT AS REQUIRED 2" BIT. CONN. PAVEMENT TYPE I-1 .0I 24" SUBBASE 8" GRAVEL BORROW o�-Q Qop " GRAVEL BORROW COMPACTED SUBGRADE OMPACTED SUBGRADE a • PAINTED AISLE 8'-0" WIDE FOR HC VAN SPACES. BITUMINOUS CONCRETE CURB DETAIL BIKE PATH CONSTRUCTION DETAIL BITUMINOUS CONCRETE SIDEWALK DETAIL HANDICAP SPACE DETAIL N.T.S. N.T.S. N.T.S. N.T.S. 10' FLUSH TRANS11ION FROM STAMPED CONCRETE TO URB URB CONCRETE SIDEWALK STAMPED CONCRETE 9'-0" O.C. 8'-0" O.C. SIDEWALK 6' REVEAL TRANSITION CONC CURB -- CURB K N 02 1 1WHITE PAINTED LINES bI 4" PAINTED 'a 4" PAINTED I f WHITE LINE WHITE LINE (TYP.) ow (TIP.) 1:12 SLOP o a 11n101 n slenmt Tp^ i N 3 10 DOWN Oo LANDSCAPING 8. ; " n J Revisions Z 6" REVEAL THIS FACE W CROSSWALK DETAIL STANDARD SPACE DETAIL COMPACT SPACE DETAIL 0 SIDEWALK Dr By oe•gg By CheloeBy °y a N.T.S. N.T.S. N.T.S. < �\ RAL RAL JJ5 I\�1., J TU1� .^i FYySN O .IS> ?� ci In •tl-A HANDICAP RAMP DETAIL—SPECIAL (U A� N.T.S. L7 A 0 J q TRANSITION RI ZZO dI CURB TRANSITION 1sP�P�y AS S OC IAT ES W CURB �O�" J ATE RA TECH COMPANY One Grant Street i -0" Framingham,MA 01701-9005 13 '-6" 508.903.2000 a A / '_p• ��i.P g www.riao.com „�—/ P N FACE OF CURB N/D7H V ANES ZQ EDGE OF ROADWAY J O w Q+VARIABLE TO 8' NOTES: Proket Title Sjp�' G F- 1. THE DIMENSIONS SHOWN AT ROADWAY EDGE ARE FIXED DISTANCES. EWALk Oy ? PARKING Jefferson at 2.AN UNOBSTRUCTED PATH OF TRAVEL WITH A MINIMUM WIDTH OF 36 WI07H VA�1ES + 1 N 4 yw' `P PARKING Salem Station z 121 SLOPE OR FLATTER INCHES SHALL BE MAINTAINED THROUGHOUT THE PROJECT. ROADWAY 3 PORTLAND CEMENT CONCRETE RAMPS SHALL HAVE A COARSE BROOM LANDSCAPED MA LANDSCAPED AREA f (~-1 • °♦ COURSE ' ° TEXTURE. THETHE RAMP TEXTURE SHALL LL PARALLEL DI THE LINE TO OF p SLOPE. THE SIDE SLOPE TEXTURE SHALL BE PERPENDICULAR TO THE 6 GUTTER LINE ' DIAGONAL SCORE LINE. 4 IN NO CASE ARE THE RAMPS TO BE PLACED BEHIND THE STOP LINE. MAX ,S(,OPE 5.THE ENTRANCE OF THE HANDICAP RAMP SHALL BE FLUSH WITH THE LANDSCAPED AREA T-D• sneer Title FACE OF CURB Construction Details 7.WHEN A UTILITY POLE OR OTHER FIXED OBJECTS FALL WITHIN THE 6" REVEAL SECTION A—A CROSSWALK AREA OF A SIDEWALK, THE HANDICAP RAMP WILL BE LOCATED SUCH THAT THE OBSTRUCTIONS FALL OUTSIDE OF THE RAMP. 3-6" i MW. 8.THESE DIMENSIONS ARE SUBJECT TO CHANGE IN THE FIELD IF EXISTING -NOTE TO DESIGNER ID APPURTENANCES OR CONDITIONS WILL MAKE THE RAMP LOCATIONS ACE OF CURB LANDSCAPE AREA, STREET IMPRACTICAL OR UNSAFE. 6" REVEAL HARDWARE, OR RAIUNG OUB PROHIBIT ACCESSCROSS Scale:None U RETURNED SIDES 521 CMR 24.5 HANDICAP RAMP DETAIL—TYPE C Job No.:6088 sheet NaL HANDICAP RAMP DETAIL — TYPE A HANDICAP RAMP DETAIL—TYPE B F+eNam•=soeePcoros N.T.S. C—g Q. N.T.S. N.T.S. 4nti 1D/27/00 �l SE 4 . Y t1Y�I�YIII FINISHED GRADE VARIES SIZE VARIES 1/8"/FT.(MIN.) SMALK PARALLEL PARKING 7RAVEL LANE PARALLEL PARKING 3/16"/FT. (MAX.) g•�. 9 12• t7 g' EXIST. CURB 2" 6" x 6" W.W.F. (1.4 x 1.4) CONC CURB (TIP) EXIST. SIDEWALK 2 - "' ••' ,x••' .'•'•.1 �..• 4. 6' REVEAL r. a 17. 27. 29. 2% H. :.}. � . �t''L' '.�':li.'s?r�;::,IYI' PROP. SIDEWALK TO 24" GRAVEL MEET PROP. STEP ;,• „g,. ��,•, BORROW BASE �•�� 2 q5 REBAR TOP AND CONDUIT TO BE LOCATED PRIOR CEMENT CONCRETE 1-1/2" BIT. CONC. PAVEMENT TOP COURSE TYPE 1-1 BOTTOM CONT. (TYP.) TO PLACEMENT OF CONCRETE SEE M.D.P.W. TACK COAT AS DIRECTED EXIST. SUBGRADE COMPACTED SUBGRADE SEE ELECTRICAL PLANS STD. 106.3.0 (TYP) 3000 PSI CONCRETE NOTE: CONSTRUCTION JOINTS ARE TO SIDEWALK 2 1/2" BIT. CONC. PAVEMENT BINDER COURSE TYPE I-1 BE AT 5' INTERVALS 4" DENSE GRADED CRUSHED STONE OVER 8" GRAVEL BORROW TYPICAL CONCRETE PAD NOTE: N.T.S. 1. MAINTAIN A MINIMUM OF 4' SIDEWALK WIDTH WHEN OBSTRUCTION(S) ARE ENCOUNTERED. HOWARD STREET EXTENSION CROSS SECTION A—A N.T.S. PROPOSED FENCE p6 (1 OF 12) BIKE PATH 2 0 SPRIAL 0 0 FULL HEIGHT 7�AIg)() LANDSCAPING 1' CHAMFER (TYP.) O 0 1r GRAVEL BACKFILL0 0 0 3' CLEAR (COMPACTED) - D > MIN. 1SECTION A—A /z cu. YD. STONE RUSHED\/j � 0' ° 3" PVC SCH. 2 > D 40 WEEP HOLES PROPOSED FENCE 20' ON CENTER °> POLE EXISTING GROUND CAP UNIT ADHERE TO IMPERVIOUS FILL —12' DEEP FURNISH AND INSTALL ANCHOR s D TOP UNIT VERSA-LOK BIKE PATH - CONCRETE ADHESIVE DRAINAGE AGGREGATE LANDSCAPING BOLTS IN ACCORDANCE WITH I I 12" THICK MIN. MANUFACTURER'S RECOMMENDATIONS "D. VERSA-LOK MODULAR PROVIDE GROUNDING AS REQUIRED 3:1 (MAX) CONCRETE FACING UNITS APPROX. / EXCAVATION LINE y4 SPIRAL eD .° ..� I I COMPACTED \�\�\/ 6" PITCH SUBGRADE REINFORCED BACKFILL <. ° q 2'-0" (IN PAVED AREAS) EXISTING GROUND COMPACTED 95%OF MAXIMUM 0'-6" (IN LANDSCAPED AREAS) ^�� STANDARD PROCTOR DENSITY 0 d y 0'-1' (IN PEDESTRIAN AREAS) < GEOSYNTfHETIC REINFORCEMENT m v 4- DIA. (MIN.) DRAIN PIPE �— �Tin OUTLET 0 END OF WALL OR ® \\ o C, ... ;•�•.�: \ 40' CENTERS MAX. SLO1E TO N n NOTES: HEIGHTS WIDTH AREA S. 1=I-I DRAIN (1/8-/FT.) W/FILIjER 1. CLASS "A' CEMENT CONCRETE TO BE USED. A T W S0. FT. PER —III-I FABRIC G 1.-O. IN. FT. =III-III_ 1' - � 2'-0" 4'-0' 2'-4" 6.667 0.247 I I-I I I— IMPERVIOUS FILL v q PROVIDE 2. EXPANSION JOINTS TO BE PLACED 90' O.C. MAXIMUM .i;�. - � ° ' '.v e 12-#6 BARS WITH INTERMEDIATE CONSTRUCTION JOINTS PLACED AT 30' 2'-6- 4'-6" 2'-6" 7.875 0.292 GRANULAR LEVELING PAD . O.C. MAXIMUM. 6" THICK MIN. v s 1/ze/m PI amanK 3. ALL CONCRETE DIMENSIONS SHOWN ARE MINIMUM. 3'-0" 5'-0" 2'-8" 9.165 0.339 vd z t1/s/oo om alelanu S-6' 5'-6" 2'-10" 10.541 0.390 MODULAR CONCRETE UNIT (MCU) 7'-0- (6'-0" FOR ACORN STYLE LIGHTS) n/f?/ee ODI RT 4•-0- 6'-0' 3'-0" 12.000 0.444 TYPICAL SECTION—REINFORCED RETAINING WALL < a —CONCRETE WITH A MINIMUM STRENGTH 4'-6" 6--6" S-z" 13.541 0.502 N.T.S. 'd OF 4000 PSI. Revisions a STEEL 60 KSI 5'-0" 7'-0' 3'-a' 15.162 0.562 NOTE: CONTRACTOR TO PROVIDE EITHER A w a A N Li CIP WALL OR MCU WALL y4 SPRIAL. Dr By o..yneeey Cho*WBy P#"By 6" PITCH Ea LOW RETAINING WALL (CIP) (MCU WALL TO BE DESIGNED BY MANUFACTURER) FULL HEIGHT �" 3" CLEAR RAL RAL JJS v 4 (13 v TO SPIRAL N N.T.S. (TYP.) 02� c1c O :0 o CONSTRUCT FOOLING IN AUGERED v �2•_0- HOLE. OVEREXCAVATE AND PROVIDE (U MIN. 12" OF GRAVEL BORROW BASE. I 3 LIGHT BASE DETAIL A F N.T.S. RIZZO A •—G A ASSOCIATES 0_ A TETRA TECH COMPANY W CATCHBASIN GRATE I o 0.o O❑ L I O 13131313 One Grant Street / 00000 0 0 0 0 0 Framingham,MA 01701-9005 ED / POLYPROPYLENE*BOOT- 508.903.4000 ED / www.rizzo.com ai OVERFLOW 0 Q NOTES: J 1. DEPTH MAY VARY WITH TRIBUTARY AREA: CATCHBASIN o_ PLAN 2 FT. FpR 100 SFAF FENCE• 3 FT. FOR CATCH BASIN FRAME 500 SF/LF FENCE UNLESS COST IS TO Prolect Title w & GRATE BE SET IN PEAT FENCE, 3 FT. OR DEPTH 1-1/2," SQUARE WOAD POST 6' POLYPROPYLENE r POSSIBLE BY PUSHING BY HAND SHALL TO 0 ON CENTER (SEE NOTE 1) FILTER BAG Jefferson at h 2-2" X 2' X 3" STAKES NYLON OR WIRE BALED BE REQUIRED. PER BALEHAY OR STRAW WRAP ATTACHMENT CORD Salem Station Z CITY OF SALEM SEAL AROUND POST TWICE 0 FINISH GRADE CRUSHED STONE Salem, MA H L) STAKHAY ED -10 �• TECHNICAL SPECIFICATIONS: EXISTING —�'{ PROPOSED ROAD I ROAD CONS(SwTRUCTIOARDN N TE IA EWIVALFN7) tr MRL CONSTRUCTION MATERIAL NONWOVEN POLYPROPYLENE NOTE. MAXIMUM OVERFLOW RATE: >200 GPM Z MAXIMUM FILTRATION RATE: >50 GPM (TYPE-S) Sheet rue INSTALLATION IN PEDESTRIAN AREAS: 12' POLE HEIGHT ABSORBENT MATERIAL POLYPROPYLENE U INSTALLATION ALONG STREETS: 15'-8" POLE HEIGHT y MIN. 3" CRUSHED MAXIMUM FILTRATION RATE: >5-8 GPM(TYPE-0) Construction Details / 2'-3' STONE AT ENDS COMPACTED BOOT ADAPTER DIMENSIONS: 36"x36" SEE NOTE 1 SUBGRADE NOMINAL DEPTH 18" SECTION A-A NOTE: THE PURPOSE OF THIS TEMPORARY BERM IS TO N BOOT ADAPTER MAY BE TRIMMED TO SIZE FOR A U REMOVE MUD FROM THE TIRES OF VEHICLES LEAVING THE SITE DURING CONSTRUCTION. NEAT APPEARANCE. CO BALED HAY SILT BARRIERTEMPORARY CATCHBASIN FILTER ID HAY BALE / SILT FENCE DETAIL TEMPORARY ENTRANCE BERM 5r l Nona SALEM STANDARD LIGHT POLE AROUND CATCH BASIN N.T.S. N.T.S. b N Sheet No, N.T.S.. �6086 WFile Name:6086PLOT01 0 N.T.S. O N.T.S. Dote:10/27/00 a =i �� 11M HIT HYDRANT/B.O. i POINT'A' �yQ POTENTIAL LOCATION FOR B.O. 20'B.V. —INSTALLED '95/'96 VALVE TO BE INSTALLED BETWEEN W.A.V. CONNECTION TO CURRENTLY CLOSED B.V. BUTTERFLY VALVE SALEM AND BEVERLY BE REPAIRED TRANSITIONS FROM D.I. TO C.I. G.V. GATE VALVE WATER SYSTEMS (TWO CLOSED VALVES) F A R.V. AIR RELEASE VALVE N N y D.I. DUCTILE IRON N (ABANDONED RESEVOIR W RANTOUL STREET W.A.V. P.E. POLYETHYLENE Cluj/;man H// ° 2002 VALVE NUMBER (TYPICAL)2 . . / W.A.V. WEDGE AIR VENT POINT'B' H r TRANSITIONS FROM D.I. TO C 1. B.C. BLOW OFF 30'B.V. — INSTALLED '95—'97 00 CURRENTLY CLOSED •e1 <JA,I � 20' eo1 I I� �• y y ; y G 3 go —e,q U �� O F,• LEXISTING AUTO \ / r tUe�v 1� oe. Lg2po9 OO O = m h�% !! JLABE TTEo IN X41 /�O U) R �P�� A� ~• 1+4 After^ O N Q / t0 1-1/2' CORP. STOP e IN MANHOLE / b/Qzo°e ❑ ` 4e�O� 5 ej ooa � ✓!1° o•p0 36'C.I. TO BE ir t--7: RELOCATED )+� '. .< fin f \< MF � � P a❑ ? 2C, ,f1t+=•+•1 ' �s• 8R�0 -2� D.1. PIPE �� 20'D.I. Fu PIPE Gats 4, 40 <+ 2' P.E TEE �,F�. �• t4• sD° 20' P.E. PIPE '~J f � 20• Ooze �.i GA6 y.s UNDER BRIDGE 2• P.E. TEE ,,CEJ✓ LAFAYETTE ST. `a CANAL STREET JPI SALEM ry,f'+� ba c. eo.. /• `�l ,per.,1. 1 20.. nV .1L'e r;< G�,P 65 e�Nis S•a, pt.•1 a 11 1 P / �•L o O y 'f• t• F ���� y o O <(• p a � (uo�.'A.e.•.,T Iry `I�I \� 98 �.`.��+,i, 00 0. /J� �Z R�� '� .� �•�sv Z' 1 C oa �n Re ?ts ttr aao p 36 ' WATER SUPPLY (7 WATER r" ro• zr1 1s°' �A fd i �O _ Zp• oo' 9Ar e° P� ri / °P'� fey v\► e^ . /• �G, M1 --- __- •R� �'6t 3600 JS A' I1T t�"G��a.•°E,� '-\ <6 36�' .r 6»F1«CI �/:r 2 30 WATER SUPPLY JLU !11 ++ •tt oe a tozk r';i►r+T w 75 %pr Mae: �" COs _ / ` r uz• IAe o pI• eA •p. ¢ LL.L flips o \ ' �• : p .s's2 1/13/01 VI sumwrtK i rte_ y.fr•f• LY N �';o„�_.. /,�o-',`o^. / 4°o OP i1 '> ( A. ,f NSI rt¢K Amo is 1 12/4/00 new SKEET 3pZ1 N RESP Lvo u Ft -FN. IY. �� 11�� y"C• ►1 \` 00`� � u ! G3 30 P< j� V Revisions , ", f /"„ A;r So03if loos � ARG IN Q 30eo ry tS A.rJ _ Eo. 3ooa s o.mer mar cmawai mer c r P`< l.1A ERTY VT, 'n'r.:n"a"'°�)J� J Q�V / e7ap9 5�•0 \C'eEAT c?.1. PM PM JJS I �� p 0 ST `� �q 3pia !/ �YrP���y r4 � �l, Y SJ !I -� c OF. e o \ c i J F arOq^�� ' a 7 BASE PLAN: • 1 16 - 20 -30 & 36 INCH Mi 1'Z iS RIZZO b ASSOCIATES � fon soo aoe ¢ ¢ee Noe uoo neo xoo xoo Fast L.: A TETRA TECH COMPANY `[ Street �a �//y�sH� One rant NnTFc Framingham,MA 01701.9005 NOVEMBER 1934 i �< 5508-903.20000 C ty Engineer viww.rizzo.com I CL 1. THE INTENT OF THIS PLAN IS TO DEPICT THE SCOPE OF WORK REQUIRED IN ACTIVATING n THE EXISTING 30'/20' WATER MAIN IN ORDER TO PROVIDE REDUNDANT WATER SUPPLY Ele—flone above Mean Law Wo♦'ar. _[ TO THE SALEM WATER SYSTEM WHILE THE EXISTING 36'WATER MAIN IS OUT OF SERVICE RF-V1 ::3 LL 2_ THE EXISTING 30'/20'WATER MAIN IS CURRENTLY NOT ACTIVE BETWEEN POINT pEc. 1961 2� room JtcY 1oc6 U97Y ( EET)AND POINT'B' TOZER ROAD a' Sfh'o rcarrs �J Q aro ect me n 'A' MAJORITY STR ( /RN1867 AND IS X. 17,500 LF) '` �' � Jefferson at THE MAJORITY OF THIS UNE WAS INSTALLED IN OR ABOUT 1867 AND IS BELIEVED TO 1n BE IN REASONABLE CONDITION. IT WAS LAST OPERABLE IN THE EARLY 1990'1 PORTIONSNet`s:ref pnf net f. ria/e. CYy -_nilneer Salem Station OF THIS UNE HAVE BEEN REPLACED,AS APPROXIMATELY INDICATED ON THIS PLAN, WHERE 1= THE BEVERLY/SALEM BRIDGE WAS REPLACED. Salem, MA 3. SEE SPECIFICATIONS SECTION 02689 FOR COMPLETE DISCUSSION ON THE REQUIRED SCOPE OF WORK INCLUDING REPAIRS, FLUSHING, CHLORINATING, DECHLORINATING, AND PRESSURE TESTING. 4. ALL FEATURES SHOWN ON THIS PLAN ARE EXISTING UNLESS OTHERWISE LABELED'PROPOSED' OR 'NEVE. s,,c rn< L 5. THE BASE INFORMATION SHOWN ON THIS PLAN, SUPPLEMENTED BY THE ADDITIONAL INFORMATION AS Salem Water Works SHOWN, IS FROM BEST AVAILABLE INFORMATION. IT IS NOT WARRANTED TO BE EXACT. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE SYSTEM THROUGH OTHER RESEARCH AND FIELD INVESTIGATION. 203 Water Activation 6. ALL WORK SHALL BE DCNE IN CLOSE COORDINATION WITH AND ONLY BY APPROVAL BY THE CITY OF SALEM WATER DEPT. ALL VALVES SHALL ONLY BE OPERATED BY THE CITY OF SALEM WATER DEPT. I i0 CO i p Sc_Ie•1'=900' JJ Sh-t N0 Fd.Num,:� Wr — U Job No.;6086 Oatr 12/4/00 O d O_ A' o\ l Yv //7 •e r t I I BUILDING ONE / I 4 FLOORS, 48 UNITS � o 1C \ / BUILDING TWO 4 FLOORS, 55 UNITS � Y n roo ooz mmanK ' o' j �\\'�. Dal• / Revisions W 0 Q Ordwn BY DasigME 8Y Checked By M nre^5, � RAL RAL JJ5 _ N / j , 6 / s 3�ySr<Of Ssgc o •.. / \' V•� �\ F' RIPE :j U-3 d ❑ ] y / 3 3q /f r 4 %% "'` POOL BUILDING THREE _ \ an / 4 FLOORS, 55 UNITS y �. J RIZZO ASSOCIATES 0 f -� <- \ �`\ A TETRA TECH COMPANY L / % I ® \ '<•' One Grant Street J f f BUILDINGCfIVE r/ i_ 4 FLOORS, UNITS ® I� -u°+ � Framingham,MA01701-9oo5 ' ., BUILDING FOUR, 4 FLOORS % - —_ / 5c8-903.2000 C7 ; 1 C 46 UNITS; 5,700 SF RETAIL o ProKct nt[ Va Lj Jefferson at I, - - � e cc �, _Lys: �� � N �° NOTE: Salem Station O _—.. _—_ __ __ _ V! -� _ /•� ..,,, '' ti^' �,,,,_-- '�'S i. SHADED AREAS DEPICT SHORTEST ADA ACCESSIBLE ROUTE BETWEEN BUILDINGS Salems MA h ✓ � y„yam 2. ALL PUBLIC VIEWING AREAS ARE ACCESSIBLE , O "�'- -•--.,n,., — 3. ALL WALHWAYS DO NOT EXCEED 57 LOGITUDINAL SLOPE, 2%CROSS SLOPE Accessible Routes uyRj �� I CD , Sheet No. Job No.:6086 Fle Nome:accessroutes W a Date:01/16/01 -1 I TRAFFIC SIGN SUMMARY LEGEND I.D. SIZE OF SIGN TEXT QUANTITY BUILDING ENTRANCE �✓y ',s' y NUMBER SYCL SINGLE YELLOW CENTERLINE �'':••"''?' ',� //F rVk WIDTH HEIGHT SIGN `'~,''ya" �:�' '� R1-1 30" 30" O 2 . PARKING SUMMARY f;'� t';�?a '" " / •�n`+�a t JPI PUBLIC VAN TOTAL - /s i r �':i111 ;�j, v., r, (Y` i�,j� 24" 24" 1 R3-2 PARKING ACCESSIBLE STANDARD SPACES 245 19 N/A 264 / v_ti �',✓ �, S-1 12" 18" 2 COMPACT SPACES 126 3 N/A 129 All ~� PARALLEL SPACES 14 N/A N/A 14 t� ` ACCESSIBLE SPACES10 2 4 16 u� OIL ` ' 'Y T, S-2 12" 78" .11 ^.k ViN'k ,, ",�/ ~ TOTAL 395 24 4 423 (} S-3 12" 18" , 1 aay a 906 �, ,�,• rp' a � sy,•; ~ r'• '' (' `X' ,"�j,' rf,fit '' e.J+'' //, /i 3 8'u2f7 PUBLIC PARKING,A,, , ( y `l• ,/=""W / SPACES R7-8A 12" 18" ® 16 A y,3h (1t 0 g' a Or MIT"" ` (� ✓`pa '< �� 1 ,�'' 8' RS5r:40 NOTES• R7- k /�' ,. ALL INTERNAL ACCESS DRIVES ARE A MINIMUM OF 24 FEET MADEe. �i+.�% ��: Yl%/•S;'� ''Y� / ,� tib ;� � '=�. - i `:. xd BUILDING ONE f R7-SA� "o '� r:%� ,qy,/�''� ��;'g' / ' •'I�� u w'' - All ��s1,:> �% RP" � / ,//dam, / ,'.- ,,•�. 5 p, `r © 1 SPACES �,i<' PAINTED CROSSWALK t 9 ,• ` '1 O I 7tt O 5 i C \ liArSXJb' w�i G 59 SELPG'i. BUILDING=II D L__i . , � o''� 6 •,F 0�� QPM` Gy y G I (7 r , - J' 3}� �� z +/aeM �wmarrK •y' GJ J J�' Q '�,' ° \A Y, ` + 12,lww ran Svcr rb ooa o..oba,. / ��, /� Gy 5 '•/y .F� R(2}A °l4 t7\ 'Y� � a\ O '> Revisions ,//lTE a w f1��/"✓ .� }, CROSS- -. .\ `, ALK - --- - \ 9 1 omm ev 0 eY a,eam er A(w�mrw ev E i / /`S-2 V RAL RAL JJS C � H7—aA POOL ? ` 'fK,`� i 5G BUILDING THREE J ;V .., , cui ,. �, 2-9'X22'SPACES 44' 710 AY UT PAINTED'WHITE UNE RIZZO BUILDINFIVE AT PAINTED 4 =kms ' ASSOCIES �� %%./y',. Q: w w J CROSSWALK - � �u...'� ' / A TETRA TECH COMPANY ,3D "t�j N d "�! R7-�' BUILDING FOUR y -�`�y� %..- One nrantStMAo1 or o0 ' ( "7- c; _� L C r : � spy 8 7 9 5 R7-8A f Wim- /�s a� 508.903.2000 E3 cY o nuo wm 2-9'X17' SRACES=18' _ --------- — j �°""� _... z �V SPACES C, n Q - Pro PAINTED a �1'L? .5����" f'J�•"J � bet me a ,�r CROSSWALK- � Jefferson at /� µ4 Salem Station SPACES s 32' SPAC o j�� rf 4 Salem, MA ; v E F v b` g / r Pavement Marking and Signing Plan RIGHT TURN IN - RIGHT TURN OUT a n ACCESS J GRAPHIC SCALE BRIDGE > z r FOR ROADWAY IMPROVEMENTS ,,=aa AND TRAFFIC SIGNAL.IMPROVEMENT PLANS SEE TRAFFIC No,: SIl>�LNs IN FEET) Eft Name:608SP-CMAOIA C-3A O I inch- 40 fL v Datz 10/27/00 a I o_ I