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209 HIGHLAND AVENUE - ZONING (2) 09 Highland Avenue—Hawthorne /Commons 11 SPR Amendment, �CONDIT CITY OF SALEM DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT STANLEY J. USOVICZ,JR. MAYOR 120 WA�1IINGTON STRH T•SALIAI,MA ACI ILIA rrs01970 LYNN GOONIN DUNCAN,AICP " TEL 973-745-9595•FAX:973-740-0404 DIRECTOR n+ C. AMENDED SITE PLAN REVIEW r- a r DECISION N N V. D April 19, 2005o n"i:K n N Ridgeside Realty, LLC C/o Attorney Joseph C. Correnti Serafini, Serafini, Darling & Correnti, LLP 63 Federal Street Salem, MA 01970 RE: Revised Plan for Hawthorne Commons H—4 First Street(formerly known as 209 Highland Avenue) A revised site plan dated May 13,2003 and last revised on March 8,2005 and letter dated March 15, 2005 have been received by the Department of Planning and Community Development. The revised plan shows the location of the emergency access for the Hawthorne Commons II(4 First Street)site relocated from the adjacent Hillcrest property (207 Highland Avenue) to the adjacent Hawthorne Square(227 Highland Avenue)site. The emergency access drive is paved, 18 feet in width, and provides for a gate that is located on the applicant's property. Furthermore,the plan shows an additional boulder retaining wall along the edge of the property,adjacent to the Hillcrest property. It has been determined that the relocation of the emergency access drive and the additional boulder retaining wall are not substantial changes and do not require Planning Board approval. This determination is subject to the following conditions: 1. The emergency access drive shall be used for emergency vehicles only and for no other purpose. No other vehicles shall access the drive or gate for passage to or from the Hawthorne Square site for any reason. 2. The access drive must be kept free and clear from obstruction at all times. The owner of the parcel located at 4 First Street will be responsible for maintaining that free and clear access. 3. The owners of 4 First Street shall stripe the area adjacent to the gate located on the 227 Highland Avenue parcel as a "No Parking Zone" and provide signage to the same. 4. The gate must be locked at all times with a Knox lock as required and approved by the Salem Fire Department. Only the Salem Fire Department and the owners of 5 First Street shall have a key to the gate. The owners of 4 First Street will only access the gate in order to provide for free and clear access. The revised plans will be attached to the approved site plan in the Planning Board files for future reference. Any additional change to the plans requires approval of the Department of Planning& Community Development,to determine whether it is a substantial change,prior to construction. I hereby certify that a copy of this amended decision and plans has been filed with the City Clerk and copies are on file with the Planning Board. The owner or applicant,his successors or assigns, shall pa the fee for recording or registering. �Z Walter B Power, III 4 Chairman �y M7 r7 REVISED. JULY 71 2003 REVISED SEPTEh48ER 24, 2003 REVISED OCTOBER 8, 2003 REVISED. DECEMBER 22, 2003 REVISED. FEBRUARY 3, 2004 REVISED MARCH 19, 2004 u � T � U CT I � N u � � � � '� � ��' SITE LJOcus "`�°NST. , INDEX OF DRAWINGS 1 .) SEWER FLOW CALCULATIONS - � LEM C�3�""` SHEET No. TITLE REVISION DATE RESIDENTIAL BUILDINGS: u� o , 160 BEDROOMS x 110 GAL/DAY/BEDROOM = 17,600 GPD >*ua '"�� COGOLF URSEMUNICIPAc 1 COVER SHEET 3/ 19/04 2.) WATER USE CALCULATIONS i " '� "^� � __ - - C2 EXISTING CONDITIONS PLAN 12/21 /01 FLOW = 17,600 GPD OF SEWER FLOW X ! .1�5 �.= 20,240 GPD OF WATER 4 � C3 SITE PLAN - 3/ 19/04 5 C4 LAYOUT PLAN 3/ 19/04 TMD< � ' HIGHLAND -� C5 GRADING & DRAINAGE PLAN 3/ 19/04 C6 ` UTILITY PLAN 3/ 19/04 "°°` � C7 RETAINING WALL PLAN & SECTIONS 3/ 19/04 C8 SITE DETAILS 2/03/04 L°C1DSftd°P C9 SITE DETAILS 3/ 19/04 1000 0 500 1000 2000 94 F GRAPHIC SCALE GEOTECHNICAL ENGINEER McPHAIL ASSOCIATES , INC. 30 NORFOLK STREET CAMBRIDGE, MA 02139 TEL: (617) 868- 1420 CIVIL ENGINEER SURVEYOR : CURRENT OWNER FUTURE OWNER / APPLICANT ARCH1TECT____kDU1LD1N LANDSCAPE ARCHITECT , H .W. MOORE ASSOCIATES , INC . HARRY R. FELDMAN , INC . HILLCREST REALTY TRUST II RIDGESIDE REALTY LLC THE MARTIN ARCHITECTURAL GROUP MARY SMITH ASSOCIATES, P. C. 112 SHAWMUT AVENUE 112 SHAWMUT AVENUE RALPH CERUNDOLO , TRUSTEE 100 GRAN DVI EW ROAD 240 NORTH 22nd STREET 30 CHESTNUT STREET BOSTON , MA 02118 BOSTON , MA 02118 207-209 HIGHLAND AVENUE BRAINTREE, MA 02184 PHILADELPHIA, PR 19103 QUINCY, MA 02169 TEL: (6 , 57-8145 TEL: (617)357-9740 SALEM , MA 01970 TEL: (781 )849-7505 TEL: (215) 665- 1Q80 TEL: (617)770-4717 „ o"`� TEL: (800)540-0403 N/F - NEW ENGLAND POWER S 35'24'39 E 1033.90'CALC. (1033.92 PLAN) 1,,-DH FND/HLD � r c�j O �d O p) 01 I N/F N,o LEDGEMERE MHB FND/HLD CONDOMINIUM °' 1 CORPOPATION 78971391 = - W ' TBM 2 C / SB/DH FND \\ it LCC# 21246 / 1.23 / 1 4111111111"__ - / SB/DH FND \ ' r \ \ N 3�3g'20n�N 45 p5�5� W o �N �o1(1.44 REC) U \ \ / 0.22 � t�\ -1_09_ - - \ / / I � \ � �SB/DN FND\ ENTRANCE h / N`�- 1 .. .* UNDER CONSTRUCTION o 1 I U \ \ PROPOSED ROUNDING © SEE NOTE 5 R=25.00 I +�' r , „ m L=38.84 / o o / \ 6=89-00-25/ o\ S 37 3920 E 9" W enwALK / LLI .05 r 3.09 r o T 0.45' 45 Zz 380.17' 4. 1 104 09 703,55 12 1 03.75 ryN J \ � -_ _ � � \�\ WALKR=1o3.a4 -'o.J MH - °°o o �" f - . SBDH/FND \ Z / PROPOSED 4' �� / BIT VGC 12w 4 Q-1 k \r r,.,y FORCE MAIN SEWER 10N 1n3 fnr N \ W ,5 N 3739'20" / GA f RECORD CONNECT na 'A 04.3✓ 103.8 - �^ 1C +.5� 10 / I n- iU .bG 7✓2.24 1! =7 16 16475 104.&y 103.5 mrY 'G7 VGC se, ♦ •4 iQ.30 --- 7U1.b"J R=1✓7.40 /=s� `* - 1^2.27 1,1.20 R,701 50 1zRaC 1 99. 163.41 �S";;'Fr-fjj�L9-5 9 nom ' ,C, ,3 GC ,-�L95 10:'.26 f2 RPC F.-171 be 1=94.3 D I 4. 121Y 15`S 1=95.6 DIREC7,ON 'nd "5 10� 1t m T '9 A R=101. f2"W R=1 .81 155 0.88 �141f.i5 15'$- f -4 R=103.75 _.-�T-- �: -�� - �7E:t.'_"- ^-_-.___„ T/•4r�-rte -";�.Z----- �I�`8 Q \ Nm \ 102.19 102.50 is S \ BIT CONC UY POLE °.. - r� ♦ 101.74 c ! » ! �i - ' 936 ,`9'.7 (PUBLIC VA IA LE W/IDTH) STRE S 3739 20 E 4� �� �9 1-0 - H - N .Q- \ 12Y�C r4-711?q1� ?4 _'9 - �; n::. --�•rG" i- - Z h - �- ' 275 4 L 2 ------ �ry OT 3 CC �s 771. 7Q 1. 'L 103.6 ✓3.44 /J3 7 -- --- �/ �` `12J� - .� 4.0 rY^ 1 1.69 .�,. .i 102.2 162. !` _ =101 97 �1 RST 02.6205 G ^6 - - - --- _ 12 9 9 102.2510Z102.'.76 026 _�----------_ -- - --Ulf 1 977 102.44 ------------------ --- -__--- ----- - - ------ 3 _ - _ J 0� ! ���_-- '-'---------- 110 - ---------- __-- - �r - _732.9_ - ------- - Z o - 450.00 --- _____-- --- ---- --------- _ 114 30 ---- ---- -' 0 ----- ` �/ 1 15 -------- 24.0 �-- / r--T'' R-----=---- 137.0_ 73:� 126.9 12\1 ' � z -_----- --- -u3.3 TREES AND BRUSH h co to ' '26.9 ^^ ,Q LEGEND: t0 $- q I 172.0 124., i 725.6 / 137.0 \ „ 115.33 116..6 ��&S 779.5 p / 736.3 • t.J t.2 1 �'' ,26.3 127.7 1?9.:7_� 1 � (REC H S .-• \ w 12� i __ _- 134.1 /� TREES AND BRUSH -970 /=97.9 116.52 - 1,.,2 - ---'. _. -. - _-- - __-- 135 �-''�_ - _ 1 BIT BITUMINOUS , LEDGE S - 103.44 - _ - --- 7 18.3 Do •► 10� __ -_ _ __ - _ 36.8 CONCRETE '' u 117.86 �K,- 25 � - 8.$ -- - /�-----------_� 139.2 \\ CONC. 140 _ 1 INVERT ELEVATION 1.34.4 -� 137D _- r" _ .. -. _ i _ '\ \ _ - _ -_- ----- - � / . �------ 136.4 73 3 -5:% T� D � a 134.4 -__- LCC 21246 �30 1s.�.z ---- ---. +4�.� 14.3.,14--.� R= RIM ELEVATION - -- - - _ _ - Og c ' ' / '-46.7 - �`�'2 - , 7..4.5 \\`� � VGC VERTICAL GRANITE CURB 35 3 117.92 tit.l" n1 - - i-- \ = LOT 5 _ 118.73 lYi /� ,' 40 -;-- 3n: _ n� x tam 14D7 SEWER MANHOLE ��' ,44:7 �'- 1 � �.. ' `` � S 118 78 ^ I �� 1 ia5 x 46. f4? 1 • ' - BIT conrc ,4 - x x 143 0 DRAIN MANHOLE J 118.76 / �� , ��� �L- x t4%9� g. w \_- Lr.I >- / / �/ X 14 // I 747-a __ ra7`� 141.7 \\\� 636.6 © TELEPHONE MANHOLE i 48.3 © ELECTRIC MANHOLE R. 148.3 Q 3 118.47 17.59 1 /, / _ 15n�==�T�O� �1 ��\ \\ 739.4 / , / / / 748.2 749.4 148.5 148.3 i^ 1�h 748:7 747.6 �\ HANDICAP RAMP . ?� i 146.11 ¢ `� \ 119.45 d // / 140 \ � / \ 120.28 0 Al I�. // LCCA 21246 0 `\ \ N/F Gc GAS SHUT OFF cn +p Y 1I (`, n�F 736.1 / 144.70 , LOT 6 148.06 , � ` \ O ry • / / / / / `- \ \\ ; \ \ IPEQUOT ASSOCIATES O CATCH BASIN 4& WATER SHUT OFF / 7 49.6' �' �' m l 0.35' AREA = 177,J49 SQ. FT. 150.4 15p ' -1551.,\ ,gs ;4.4 ,� ® 116.26 / o / 14,.06 / 745.9 ® CATCH BASIN-ROUND �y� ► 118.72 // ^ N ' , 7 / 4.07 1 ACRES , \ 49.7 149.0 \\ ,o LIGHT POLE �) Q 11 � .13:.3 / / 147.12 14 75// \\ Z rJ \ 'o 121.02 �^� �i k /� TREES AND Bf�USH \� UTILITY POLE g \ SPK FND �- � \ ; 727.66 m / � � ^ , ,/ \ � �, HYDRANT • / C ''1 / ` �ti / 145.97 / 150.7 \ 737.4 . i 749.13 /' 16-5.7 -a- SIGN (� \ '\ / L• / 750.6 \ 7475' \ oP.M. PARKING METER V - , 1 / / - \ i i ti' / , BIT CONC �/ x46.s 150.7 � -- 749.7 \144.5 , � ELECTRIC HANDHOLE \ 179.33 / 7r zg v �• tp 144.75'\ 148.55 15 00 � /S4A `\. . I / \ o$0 SHUTOFF 121.57 h M / // 15L3 / �� 1s s9 s � j / DH FND �\ TBM TEMPORARY BENCH MARK r 76.62 % 122.60 i' ^ ` /f43:c^ ^ / / ,S l \ N F NOW OR FORMERLY / I 147.14 `S \\ \`\\ it / BIT CONC ' .�/ i i a i / t5zc`'� 150.34 75<5 / ` ?� \ �I 1 �I N.V.P. NO VISIBLE PIPES - - - - - - - - - - - - - - - - - - - -__--- x'1'20.07 1 1 // //, x �\ 2 \ 152.1 151.7 150. / 14%0\ - - 119 44 1�3 88- L r / 0 0.16' _ I TW TOP OF WALL 119.76 731 6 r42.7 / l I 0 0 , --16.57 1174,\ 30' WIDE RIGHT OF WAY `\ N r• .,o 72625_ ', , , � 145.49 / 75 50 �\� v /--_� /�-'/ , � • TC TOP OF CURB 113.os SAS SHOWN ON LCC 21246D 0 4 rI _-J -�/1 74 e O / rom e- 09 \ 118.42 7� .�� 4261100 ` _.i. �� 11 I ' \\\ \�\ �_ / 1✓6.8 / a!>rr�� I j44.3 3739 20 W O BC BOTTOM OF CURB o SEE NOTE 8 119.51 118.ss \\ r' - 7 s J- i REGISTERED LAND 603-67 F "' 7 \ i / 1 � / BW BOTTOM OF WALL - - - - - - - - - - ' 23.78 134- I 139.3 mat" I 147.86 \ - - - - - r / \ 1572 � 115 - � � ', 120- - - - - � 122.69 -/ - � I � I �' � � 1 UNREGI TERED LAND � 153.5 \�` 157.5 . \ . I - . 1 1, / s5 w. _ .�n 342.85' ....� 720.54 � � " 15s.e 75 � � � \ MHB MASS HIGHWAY BOUND _ I _T1s. �" REGISTERED ,/ N 37•.39 20 W 1 151.16 �, cv 1 - ` LCC# LAND COURT CASE NUMBER _ 19.2 �� 946.52-� �/\1 .83/.' j 138.35 142.68 qC,�C�� B 2 / I y BIT CONC k 754.1��_�-, c` 152.2 1 '465 Lar1 ,1�.YB UNREGISTERED LAND 721.62 12230 123.89 _ y� l 1 LD] B -c=�7 / c0 DH DRILL HOLE 122.77 15.. / \ N n 4 N I 7257 p 1J2.86 / f.3.9 �742Z� 1�75.T8 ,c9na I 76051_ _- a+'. O j=g7 IP IRON PIN L 0 T A '`�� AREA = 40,203 SQ. FT. �- / R \ � �� 120.83 / � J 'sf 25 \ N 179.87 - 126 7e �p AREA = 21,841 SQ. FT. 122.89 �' - 6 l 5 V FND N 122.80 722,84 $ �� d! .7 /1 147 1 / M gACHUSETTS ELECTRIC COMPANY EASEMENT �� 153.3 1s3.a X U CHAIN LINK FENCE J 750.a�. FOUND N / 121.2 t z 4 1Yt 6 185 XSEE NOTE 7 GRAVEL • 523 - =5.3 - 145 2 ,tp \ g ./ b / / r' GRAVEL \ 4; 14s.4 , �_� -�.v7.52.7� 1i34.0 35.94 .1 zi. �� --- SEWER - .� ,�h 1 �� 735.9 616-38F 4• w4.� S DRAIN I \ 40 BIT CONC 724.25 \ - 1 6 r --_-_- 0 0 / ` 1137.7 131 97425 ,»4 F cr 3 42.2 - \ ✓ D 7a :2, 7 / f Z Z I I 29 R912 320.00 f ���:n 9 2©" k ` - ra 6 5 742 74 142 6 3 7 W 142 141. d 23. 141:5 N t^f + °.2 4 e i.9q 14 q 141.60 W WATER N 3739'20" WI 1239 1 744.c: 1a 1.7 - 936.38' 139.W 1 03 1 1: 141.71 _ l3 a . 14 � �/ 9 141.75 141.75 ^� �' y `r 138.43 37.98 i 141.0 140.67 142.24 141.92 141.47 G GAS ;BOULDER WALL _ 140 140.01 137.1 - Q 140.61 E ELECTRIC \ _ - 138.3 1 138.J7 141.B5 136. 134.83 0 R 41.9 BB 86 140.42 138.46 141.97 142.14 141.81 141.62 141.54 141.35 141.50 � 1.82 138.62 140.67 ., rn 138.42 BIT CONIC 138 40.18 741 CONC 140.63 140.22 138.37 \ 1 J8.741 47 138 18 140, 3 141.65 T TELEPHONE \ � 138 13 1 13 \ IP FND ��\ '\ - N/F" \\ GUY WIRE iGo 1 STORY CONC BLOCK THE SECOND PICKWICK TRUST 227 \ `0.12' / h ^y� E # fP FID \ \ IN LEDGE,AS M.H.B. REFERENCES: ESSEX COUNTY REGISTRY OF DEEDS BOOK 6418 PAGE 413 BOOK 6497 PAGE 642 BOOK 7824 PAGE 350 BOOK 7897 PAGE 391 BOOK 13828 PAGE 177 BOOK 13828 PAGE 179 BOOK 14320 PAGE 257 BOOK 20893 PAGE 437 PLAN BOOK 108 PLAN 55 PLAN BOOK 123 PLAN 25 PLAN BOOK 135 PLAN 53 PLAN BOOK 149 PLAN 43 PLAN BOOK 201 PLAN 4 PLAN 125 OF 1959 LAND COURT CERT NO. 20893 CERT NO. 37482 CERT NO. 38811 NOTES: CERT NO. 53275 CERT NO. 69756 1) BENCHMARK INFORMATION: 5) PROPOSED ROUNDING SHOWN ON PLAN RECORDED DOCUMENT NO. 16661 IN PLAN BOOK 123 PLAN 25 DOCUMENT NO. 129392 FRAMING NAIL SET IN SOUTHERLY FACE OF DOCUMENT N0. 347J43 ELEVATION 30/141.74 SALEMR�ITY BSE ORLEANS STREET 6) UTILITY INFORMATION SHOWN IS BASED ON BOTH A FIELD TOPOGRAPHIC PLAN OF LAND LCC 21246 A SURVEY AND THE LATEST PLANS OF RECORD. THE LOCATIONS LCC 21246 B OF UNDERGROUND PIPES AND CONDUITS HAVE BEEN DETERMINED I CERTIFY THAT THIS PLAN IS BASED ON AN ACTUAL FIELD SURVEY #209 HIGHLAND AVENUE LCC 21246 C 2) TEMPORARY BENCH MARKS SET: FROM THE AFOREMENTIONED RECORD PLANS AND ARE APPROXIMATE AND THE LATEST RECORD PLANS, DEEDS AND CERTIFICATES OF TITLE. LCC 21246 D ONLY. BEFORE PLANNING FUTURE CONNECTIONS, THE PROPER CITY OF SALEM ENGINEERS OFFICE TBM 1 TOP OF PK, TRAVERSE POINT # 2 AS SHOWN UTILITY ENGINEERING DEPARTMENT SHOULD BE CONSULTED AND ON PLAN ENTITLED "ALTA/ACSM LAND TITLE SURVEY, THE ACTUAL LOCATION OF SUBSURFACE STRUCTURES SHOULD SALEM, MASS, SUBDIVISION PLAN OF HIGHLAND ACRES 205 HIGHLAND AVE, SALEM, MASSACHUSETTS" BY BE DETERMINED IN THE FIELD. CALL, TOLL-FREE, THE DIG SAFE ASSESSORS MAP 13 CALL CENTER AT 1-800-322-4844 SEVENTY-TWO HOURS PRIOR » > HARRY R. FELDMAN, INC. DATED MAY 21, 1999 REVISED TO EXCAVATION. SCALE: 1 = 40 DECEMBER 21, 2001 MASS HIGHWAY DEPARTMENT THROUGH 6/13/00. ELEVATION =96.56 SALEM CITY BASE HARRY R. FELDMAN, INC. LAND SURVEYORS STATE HIGHWAY LAYOUT L-38 DATED 6/18/1946 TBM 2 TOP OF SB, TRAVERSE POINT # 3 AS SHOWN 7) MASSACHUSETTS ELECTRIC COMPANY HAS BEEN GRANTED THE RIGHT TO 112 SHAWMUT AVENUE BOSTON, MASS 021 18 ON PLAN ELEVATION =102.03 SALEM CITY BASE FOREVER MAINTAIN AND OPERATE A LINE OF POLES TO SERVICE LOT 6(AS UNRECORDED PLANS: SHOWN ON PLAN) ACROSS LOT B(S SHOWN ON PLAN) FROM #227 3 ELEVATIONS REFER TO SALEM CITY BASE HIGHLAND AVENUE, AS RECORDED IN ESSEX COUNTY REGISTRY OF DEEDS PHONE. (617)357-9740 PLAN ENTITLED 'ALTA/ACSM LAND TITLE SURVEY, IN BOOK 6418 ON PAGE 413. 205 HIGHLAND AVE, SALEM, MASSACHUSETTS" BY 4) CONTOUR INTERVAL EQUALS ONE (1) FOOT. GRAPHIC SCALE HARRY R. FELDMAN, INC. DATED MAY 21, 1999 8) THERE IS LEGAL PRECEDENT THAT CONGRUENT OWNERSHIP EXTINGUISHES AN 40 0 20 40 80 160 REVISED THROUGH 6/13/00. EASEMENT ALTHOUGH THE RIGHT OF WAY IS SHOWN ON LCC#21246D IT IS NOT LISTED ON THE ENCUMBERANCE SHEET ATTACHED TO THE CERTIFICATE OF TITLE. RESEARCH JLC FIELD CHIEF SA CALC KAM CADD PHB 11 FIELD CHECKED CHECKED APPROVED CRD FILE 10354 FILE NAME 10354 JOB NO. 10354 =- -- _ _ _---_- ��•� -__-_- _ __ I : CN �--J-fir.- - _ PROP. CEM. 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FENCE _ _ . - -- - - - _ - _ - -- - - 1 SLOPE - - _ _ - -- - - _- _� 3- ASSOCIATES, INC.) ABUTS VERSA- / - - - -- _ __ - - _ -- - _-- -- - - -' - - - - . -- - __ - - _ _ O RY- - - LD - �S __ I - _ _ _ - _ --�: .6 C 2 151.8 TOW -- - RET. WALL SEE LSCP. I a - - - - -- - - - - _ _ - ( J> I / o � - -- EV:=139.3 -(4 1JNITS) - -_ _ - -- -- -___ - _<, I - . �_ 142 - _ F.F. ELE - .-- 1 PLANS) - , _ _ _ - - -- -- - _ - 4,' _ - _ I I - a:. -� L EL N - - - - ' - ---- - -- -- = - - -- -- - 151 .5 + PROPOSED EDGE 1 8 - I- -; : . ; l - 31 L�.:! STO RY LD G: - f ;� - 152 .38 152.38 - FENCE ABUTS B I FT. OF PAVEMENT I-�,F_ x - - _._�,L:�_-- ,:. �` - `"rte 28 U N iTS) _ _ - /� - ' x ! x VERSA-LOK - f / i _ i - -- - - i ,- - / - .�-- � � T - �� t \? - J 5 - - - / RET. WALL (SEE -� gL ,a - --- I _F.F. ELE`✓. 151 .0 1x8 l I �`- �p ! / 1 4 15 50.88 _ L P. PLANS) i_-- _ SC S / ! / 4 --- - - - - / 1 C / y\ 0.88 �\� I,: N - _ I .*;..:.: %% z 1111 2 6 U ITS) - I x / / \ 6 _ _ :1 7 : 2 / - 4 .t / i 1 ice... _ - S I AV . 150.0 x 9 �------��• GRASSP E LEV 4 - -- - j. i�.4,• F.F. E �1 1 x _ 5- / i � 150 _ 7 , � -r _ SEE DETAIL 7 °I .,,9 i ! ( u x . F _ 5 0 � � � J s 148.9 -:�- - �' 0 _ _ _ 5 I i � 1 •1.51•x3 :�:.-. :_: . . .. I A 1 5' I - •. . . . . . . . \ ' / F 4g.� 0 r 152 152x1 - ^ - - 151 .8 TOW / w _ _ _ 1 _ I e (::: / J - - - - _151 - \ ,\ !, I 1,12 1 x x x i 1 1 49x3' -1 49-, r/ � i �, 1 �� - --- - ------ �- e®�.ee " • / � 0 °1 50 0 0 / 149.8 TOW \ �' PROPOSED - 1 1 0 _ - ) 149 88 L e®�..D.�®e-J _ - --- - - -- 152.75 s S ° #207 HIGHLAND AVE. \ -- ,�� 1 , �� 149.x- �� _ _-- -- 5 ,' \ � , _ 4 3 � � °I GUARDRAIL. `�,f ! 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' _ T r� �, \ - i, PA __ �� ING & . = spaces ''s i P OP ISED _ / - - 1 I J,� '�• -x �,, /� /, - _ - - -- _ - - - -- I _ --- j _ ,: p _ � AC ESS � M _ �- - - -- - - _. • -� __� 0 0.... _ T __ --- - • _, - _ ' ` - - S ING _ _ - ., DSO• -- -= - ,� ----- - - _ �_ -- - - - - � - - -- / : 126 - = GTE � -- - -- _ - Vii._,__ - ._ - - --- - - - - 8 .-._ _ � . �- 128 00� n 00 - - _- ----_- -- - �- , - . _ _ -- -- - __146 146 1 PLACED # 130 a � - - -% - - - - ---.- _\. 146 �'4.: �', • o0a ,5 - _ -.. -=-.may �' _- _- - -- --- - - -- _ _ - - _ 1 4 - -- - 1 4 - ��}C� ,22 a� � /- r • oQ o� - - R A 11- ____- ��: PROP. FENCE_ �.. - - ��� . --'''136 - OPENING IN I ° ° ° ° -- SLOPE ° °J�o(01 ° ° ° ° ° o ° ° ° ° ° o 11 ----- a n - n, _ _ _ --- SEE LSCP. PLANS) ° - - -- - .-. ---�- 13 8 - N C I S LAND �� ° ° ° ° ° ° 0 0 ° ° °. - ° ° . ° ° _ �� Lam,���. � a a � FEE ( ° ° ..� --�-� _ - -_- - - - '� -L'�..'�.� -- '"'' ..- =-_dl_�_._/ �-- �_ ' i __._.___. D oOIJ .1 3 6 . 1 41 � : u ° 1"�L� ° c c: -° °.- -------�'-r r�-.�r--,--�-�-.-.� .r-' °-"'r- �..�. -�•_-- :. i 1I. � y�_ --- -- - - 1 ° ° ° ��0 - --- - _ " PROPOSED I ,r _ Z _ ` --- -ar- ;'� r' .�.c - i - - ? , '1 ' _- O�� _ 1 J 8 �� : _ _ J 1' - l�aa+-r--°, -.. r r r. -ia.� -�i�-aJ1J-�a.r a�� __ 1. �t r . /.i (� ;,, p1 `i �- L. v -- -_ - --. ------ - - - _ GUARDRAIL �. �- -- ---- -- _. - �rrr-grrrr■ --r rw-.rrrA.rrr - - - --_ - r i -- I `' lj� ^ .� t-n ��r i ' L _ _ -- -- -- - - - I ;40.67 L._ - '\�`\ 5' WALK HAYBALES w/ SILTATION /� CONSTRUCTION OF ,�8.E2 :�0 ,r - - = 7 - FENCE (SEE DETAIL) PARKING LOT 1,.58,x- -- - _ _ - r tU.��. ,.., ; PROPOSED *�t�i oFM �- -�t �4 - I CONSTRUCTION PROP. HANDICAP RAMP PROPOSED (BY OTHERS) N F � qs PLACED POSED OF DRIVEWAY \\\\\ � � � � \ BOULDERV-PIRO --- WALKWAY 20' WIDE ZZHA N , N � GUARDRAIL (BY OTHERS) EASEMENT + GRADING � r RE SLOPE THE SECOND PICKWICK TRUST EASEMENT %0 No. 19315 LEGEND \ SURVEY NOTES: PROPOSED CONDITIONS °.� �'srca �`'` s��h'A l Et,Ga 1) BENCHMARK INFORMATION: GENERAL NOTES: GENERAL NOTES (,CONT. 52 INTERMEDIATE CONTOUR - -- - -- __ - - PRECAST CONC. CURB FRAMING NAIL SET IN SOUTHERLY FACE OF 1. PROPERTY LINE AND EXISTING CONDITIONS TAKEN FROM 'TOPOGRAPHIC UNI /PARKING RATIO PARKING SUMMARY ) 7.) ALL STANDARD PARKING SPACES ARE 9' x18'. TYPICAL DRIVEWAY AISLES 50 INDEX CONTOUR -------- W-------- WATER LINE U.P # T 330/2 AT MARLBOROUGH & ORLEANS STREET PLAN OF LAND, 205 HIGHLAND AVE., SALEM, MASS.", DATED DECEMBER 21, ARE 24' WIDE. SEE DETAIL FOR LAYOUT OF HANDICAP SPACES. PARKING SPACES 162 SURFACE * 145 ELEVATION = 141.74 SALEM CITY BASE 2001., PREPARED BY HARRY R. FELDMAN, INC. 1 10.6 x SPOT GRADE .� FIRE HYDRANT DWELLING UNITS 108 GARAGES (2) ** 17 H AWT H O R N E S � � 8.) CURBING TO BE PRECAST CONCRETE. - - - - D - -- - DRAIN LINE - GATE VALVE & TEE 2) TEMPORARY BENCH MARKS SET: 2.) ALL DRAIN PIPES TO BE 12" RCP AND ALL SEWER PIPES AND ROOF SPACES PER UNIT 1.50 TOTAL 162 DRAINS TO BE 8" PVC UNLESS OTHERWISE NOTED. 9.) ALL WALKS TO BE 5' CEMENT CONCRETE. SALEM MASSACHUSETTS - - - -RD- - -- ROOF DRAIN LINE r-w-j--��_-m WALL TBM 1 TOP OF PK, TRAVERSE POINT f 2 AS SHOWN * INCLUDES 8 HANDICAP SPACES , ON PLAN ENTITLED "ALTA/ACSM LAND TITLE SURVEY, 3,) ALL SITE CONSTRUCTION SHALL COMPLY WITH SALEM DEPARTMENT OF 10.) CONTRACTOR TO BE RESPONSIBLE FOR THE REMOVAL OF OVERBLAST ** 0 CB CATCH BASIN -o 0 o- DECORATIVE FENCE 205 HIGHLAND AVE, SALEM, MASSACHUSETTS" BY PUBLIC WORKS STANDARDS. MATERIAL BELOW THE PROPOSED FOUNDATION BEARING SURFACES AND ITS INCLUDES 1 HANDICAP SPACES HARRY R. FELDMAN. INC. DATED MAY 21, 1999 REVISED ® YD YARD DRAIN x x x x CHAIN LINK FENCE REPLACEMENT WITH LEAN CONCRETE OR SUITABLE FILL. UPON COMPLETION OF 6 3/19/04 BOULDER RETAININC WALL AT ENTRANCE HAL FAK HWM PTHROUGH 6/13/00. ELEVATION =96.56 SALEM CITY BASE 4.) ALL DISTURBED AREAS NOT DESIGNATED TO BE PAVED SHALL HAVE FOUR BLASTING, ROCK FACES SHOULD BE EXAMINED CLOSELY AS THEY ARE EXPOSED GRADING FOR H.C. ACCESS SITE 0 DMH DRAIN MANHOLE - n GUARDRAIL TBM 2 TOP OF SB, TRAVERSE POINT j 3 AS SHOWN INCHES OF TOPSOIL AND BE SEEDED. FOR INDICATIONS OF INSTABILITY WHICH MAY NECESSITATE REMEDIAL MEASURES. 5 2/03/04 IN FRONT OF BUILDINGS HAL FAK HWM ON PLAN ELEVATION =102.03 SALEM CITY BASE EXISTING STORE ALONG THE PROPOSED DRIVEWAY, THE ROCK REMOVAL AREA SHOULD BE 4 12/22/03 MAIL KIOSK / SNOW S70RAGE HAL FAK HWM Q SEWER MANHOLE = SIGN 3) ELEVATIONS REFER TO SALEM CITY BASE 5•) ALL BUILDINGS ARE HANDICAP ACCESSIBLE. PRE-SPLIT TO CREATE A FRACTURE PLANE WITH A UNIFORM EXPOSED FACE. 3 10/6/03 CONSTRUCTION DOCUMENTS HAL FAK HWM H .W. M 0 0 R E ASSOCIATES INC . 5- 13-03 S SEWER LINE WALK DATE: 4) CONTOUR INTERVAL EQUALS ONE (1) FOOT. 6.) THE DEVELOPMENT WILL BE SERVICED BY THE FOLLOWING PRIVATE UTILITY 11.) EXACT LOCATION AND NUMBER OF ROOF DRAINS ARE SHOWN ON r COMPANIES: BOSTON GAS, MASSACHUSETTS ELECTRIC, VERIZON COMMUNICATIONS ARCHITECTURAL PLANS. 2 9/24/03 CONSTRUCTION DOCUMENTS HAL FAK HWM 1 „=20' Oflfl��O HAYBALES LEDGE FACE 5) PROPOSED ROUNDING SHOWN ON PLAN RECORDED AND THE LOCAL CABLE COMPANY. ENGINEERS Bc PLANNERS SCALE: /�-3i�Te1 1 7/7/03 MISC. REVISIONS JPG RAT HWM BOSTON, MASS. A 1 SNOW STORAGE AREA �T TRANSFORMER IN PLAN BOOK 123 PLAN 25 12.) SEE SHEET C8 FOR DRAIN AND SEWER SCHEDULE. ISSUE DATE DESCRIPTION BY CHKD. APP. SHEET C3 OF C9 C:\2239\2239s36.dwg 03/22/2004 01: 56: 29 PM EST u+,M i, M�t �,� 'T_ Cc PROP. CEM. CONC. _- ^ -- - HANDICAP RAMP C6 CN ,37'39'20" W -_ - --- 30.08, - ___=--_-=__-__---_ ---•- .. __-.� - ------ �O STRIPED - - CROSSWALK __ -__-=-�-- _ (TYP.) l_`_ = PROP. 4' BLACK (PUBLIC VARIABLE WIDTH) STREET _- __fes=�` VINYL CLAD CHAIN L07 3 LCC# 21246 LINK FENCE — O FIRST ----- _ - - � o —�J — 994.05' - � N PROP. HANDICAP RAMP - - - -- ---- -__ _-- --_ -___ - __ ___ ----- - - - - - _ 5 37'39'20 E - - _--- - - 544.05' -- 58.88 0 — \ STOP o j N ^� ICD 450.00 � � �� it i l � C +�k k k� Ln 9.99 N x x k- \ N IIS x x x x �k� + o N x-�x x x; x x o, iv IU'- max_-x x •29' ; TOP ►� -- 0 w 12 x— f - --- o -� 5' 2 ! ^',, PROP. 4' BLACK PROP-_-- _xx r— x—x -v �) I - VINIYL CLAD CHAIN -WIDE GATE _ _x_ x x--x-�x x k Ln I ° LINK FENCE x—x—x m X—X _ --- 40.50' k �� I _.x--x -x v x x x x x � I 40.79 - .__ I STORY BLDG . ° 3�4 0 r x I PROPOSED 4 FT. FENCE - ° ABUTS VERSA-LOK - m / © 3/4 STORY BLDG . 6 UNITS � RET. WALL (SEE LSCP. 1 / (2 ) x PLANS) 1 I ° + 3/4 STORY BLDG . X I PROPOSED 4 FT. FENCE ABUTS 0 (28 UNITS) 3.94' VERSA-LOK \ / ° 40.50' ---- x - - --- - --- . - - I RET. WALL SEE L P PLANS) 1 0 (26 UNITS) : :: ::.._:.. : : I 40 i GRASSPAVE2 1 . . . . . . . . . . . . . . . \ ° : : : :=:= ) I (SEE DETAIL) A -.-.-.- / o � I o \ I N HIGHLAND AVE. I ---- ------ -- — ------- 7 HI G . . . . . . . ° o °� DING , - �. � ..:.. 1 STORY BUIL /, cry o 19 spaces 9 8 8 8 91 g, 5, ,�� Oo C 8 5 8 > FIRE 1-1 ' _ - \ 15 spaces '�`? (TYP.) (TYPICAIL) ��--�� ,� LANE y--- -- -� I ►� 310.87' L._ N37'39'20"V4° -- _ _ — 69.00' _ I _ — I _ - 66.00 / I o - - - c° 58.54' �- O \ - 50.00 ---- \' 67.33' 1 STOP ,�° °�S. �— I I- _� -o I Z I o PROP. ENCE-(SEE ) \� \ cn o .� I LSCP. P NS) �-- � MAIL 1 � I � I KIOSK o f 0 N rn! I ' 2 ' i_ 18' 17.33' PROP. �'� -__� o -v cD . 00 18 o v� I o Z \ TRELL S (SEE �� nl I � I LSCP. PLAN � C CQ O o a) II a) C. 0 n l 0- ° o o + 18 2 I � I cv oo a , cn �' co 18 2 .33 J / I ::E ° N 00 Ln o o,I C6 3_ I 6 rn ' -- 2 ' 18 U) � M N V1 0 , I 0 O I PROPOSED ', cD 60'_u-- N d n � .� V J ° N f*7 i cn U) v o GUARDRAIL ' °- ° �- 18' 24 �'_ - 18'— `�' 3 SPACES U)- o a ` a t U a o ° FOR MAIL n a o 0 N PICK-UP Z °' oN °o ` U' ZN C- o U) �' I n I n I I °a � ° PROPOSED 4 FT. 1 19 39 12 12 10' „ I 2 8' cn �) N FENCE ABUTS k - - _u °, I I N3T39 20 W I - ►il -----�' 1 D CT - 67.33' Cl � -0 F 1 VERSA LOK Co I - Q PR P. FENCE SEE ° RET. WALL \ / ° I I - - 12 + LS , P. PLANS) N 0 I ( ) \ \ j ` I I S37-39'20"E ✓o SEE LSCP. PLANS \ ° + 20 m ' 66.00' -o I o 0 ° 21.01 O Q \° 8 ara e S aCeS R=50.00 (FLUSH CURB) p �I ' N. R=80.00 g g P L=78.54 \ � -i -�-- I o ° o o- o \o L=125.66 T=50.00 n + i� Q 5' CEM. CONC WA .K - - -- - - - . -- - ------__-- - - EMERGENCY D=90'00 00 �- — — ► — _- _—_ L_—__---_— — ,__ .__ _._ \\ k 6'� T-80.00 � � LANDSCAPE AREA \ Q D \ ° D=90'00'00n , n -` CCESS � + - - - N 3739'20" W ry / ° 1 a x 00 0 Co oo h - FO R CY LE i x ��� I A EA - ETA SL E � °� Eq 12 spaces 1°' ��o \\'p o, °° / ' n i ---- S EET C9 Lo v 10 spaces SEMS - �0 9 e� �w /ho x - 9 -F aces U, „ 37'39'20"E2p �� ) 1 < 3 spaces PROP. FENCE I N• co S37'39 20 E _ -- - - - N _ - 125.56' cin --- -�- 1.58' l - -- ��/ / ' _ S3T3-9'20"E(SF I�ANDD� A _ - is 5 �O• \ x� / - - — °' 8' �� �- z _. 'po X6.93' ------- -------------- � — 2� �g1.33' �� °'i -- - - �_ - - w - 172.48' PLAN) $' - g, 14 spaces (TYP.) 1 2 spaces 00 S37.39 20 E 9�� CA � -- - \ - CA o " - PC w /� Q 18 spaces TYP. 1 � _���`�. TYP. I _. 4+Oi0 O S37'39 20 E ' \ \\\ - 58.85 +41 .46 53.46 \ aces ° PT 94.61 , / P OPOSED PAR ING & �� _ � 6 s p ��- !� II, ,� , 4 o _ � AC ESS EAS ME T ------------ ---- --,-- I S ING 4„ - ---------- - - - - - - t SPACES 8' WIDE i GTE o �� _ 616.38' THIS LOT _ ----- -- ------ --- — cn (BY OTHERS) _ - - _ _ - - - r' — - !^, J SPACES 8' WIDE Ln cn - - - - N 3739'20" W PROP. FENCE OPENING IN cn THIS LOT rj o (SEE LSCP. PLANS) ) 0 0 - 936.38' � � o FENCE ISLAND o (BY OTHERS \L 5' WALK N/F PROPOSED ��a�A`jZ, PROP. HANDICAP RAMP PROPOSED _ o \ PROPOSED WALKWAY 20 WIDE o� HARO .� GUARDRAIL EASEMENT THE SECOND 1- GRADING I RE CKWI CK TRUST EASEMENT . 19315 A LEGEND SURVEY NorEs: �o ,, �o , STEL PROPOSED CONDITIONS NAL Et+�`�`v 1) BENCHMARK INFORMATION: 52 INTERMEDIATE CONTOUR - - - - PRECAST CONC.. CURB FRAMING NAIL SET IN SOUTHERLY FACE OF NOTE 50 INDEX CONTOUR -------- W-------- WATER LINE U.P # T 330/2 AT MARLBOROUGH & ORLEANS STREET ELEVATION = 141.74 SALEM CITY BASE ALL CURB RADII ARE TWO FEET UNLESS OTHERWISE NOTED. 110.6 x SPOT GRADE � FIRE HYDRANT 2) TEMPORARY BENCH MARKS SET. HAWTHORNE C 11 - - - - D - - - - DRAIN LINE �� GATE VALVE & TEE - - - RD- - -- ROOF DRAIN LINE _-�_�s��. WALL TBM 1 TOP OF PK, TRAVERSE POINT # 2 AS SHOWN ON PLAN ENTITLED "ALTA/ACSM LAND TITLE SURVEY, SALEM, MASSACHUSETTS 0 CB CATCH BASIN 0 0 o— DECORATIVE FENCE 205 HIGHLAND AVE, SALEM, MASSACHUSETTS" BY HARRY R. FELDMAN, INC. DATED MAY 21, 1999 REVISED YD YARD DRAIN x x x x CHAIN LINK FENCE THROUGH 6/13/00. ELEVATION =96.56 SALEM CITY BASE 0 DMH DRAIN MANHOLE GUARDRAIL TBM 2 TOP OF SB, TRAVERSE POINT # 3 AS SHOWN 5 3/19/04 BOULDER RETAINING WALL AT ENTRANCE HAL FAK HWM LAYOUT PLAN ON PLAN ELEVATION =102.03 SALEM CITY BASE EXISTING STORE 4 2/03/04 GRADING NF R HBUI BUILDINGS ACCESS HAL FAK HWM SEWER MANHOLE �- SIGN 3) ELEVATIONS REFER TO SALEM CITY BASE 3 12/22/03 CONSTRUCTION DOCUMENTS HAL FAK HWM H W. MOORE ASSOCIATES , INC . DATE: 5-13-03 SEWER LINE WALK 4) CONTOUR INTERVAL EQUALS ONE (1) FOOT. 10/6/03 D HAYBALES LEDGE FACE 2 CONSTRUCTION DOCUMENTS HAL FAK HWM `—=9A ot— 5) PROPOSED ROUNDING SHOWN ON PLAN RECORDED SNOW STORAGE AREA TD TRANSFORMER IN PLAN BOOK 123 PLAN 25 1 9/24/03 CONSTRUCTION DOCUMENTS HAL FAK HWM ENGINEERS & PLANNERS SCALE: ISSUE DATE DESCRIPTION BY CHKD. APP. BOSTON, MASS. SHEET C4 OF C9 C: \\2239\2239s36.dwg 03/22/2004 01:56:29 PM EST 1 't . T -..__ -. _ __ . EXISTING 12" DRAINS TO BE _ 00 _ ___ _- (� REPLACED W/ 15" DRAIN _ .: - 11111111 ._ -l���_:-- -- _ -_ . (SEE DRAIN PROFILE, SHEET C9) - _ ____ - -� ,. _ __ EX. DMH f ' „J - r,,-� A n V _ �:-=- 7 39 20 W - -- _-- _ _ -- - = . _ - - =.--te l Y�" r l_/ T�i�'�:-- -----_- - --- _ _. 7 _ _ - _, I 11 _ _ _-__------- - --- �_--.-y-_�-.�s. •�Q__- - - - 11 _ - _ EX. DMH - - "� 4 - ------ - f I - [ r • n .�, _ _ - c - T - t • - 3 p 0.OV _ _ _ . ;.�.I REMOVE & REPLACE / I-96.70 - -- - - - -----==ta___---- -, = , 0 - .4 , - - - = �F _ _- ----�-_� _ n - I - _ ._ _ 1. - ---- EXIT - ---- - -- - ---- - _ - -r`- _ -- - - --- -- ---- SING STUB - - - �- - - • -- - -- - J t - - - - _ ------r .. - - - -- - - - __--___1_`Z- - - -- - ---- - - _ - - f 'J '.J __-'- !�----__ _- -1�r- l-- _ __ _ 1- _-. I 1 _. __ _ z � I --- , DMH ; _- ,_ . 4 ;, -----� "c - ? _ c� _ f -_ �-� - - - -'- - - - - - -- -- -- _ -- - ;` ' - 11 „ --- _ , l J - , 2 - -; 1 n !-_ ? ! 9 7 =�_= "'�-�- t"- 1 iii ` - _ _ ^� __.11; ' O F --_- -! - u - A2- ARIABLE WIDTH) STREET h" _-=- r�� -� - i �-- 1 _ LLI- _ -j - _ �� ti�-_ _ _ -_ _-- r L��.hf� UBLIC -- �,� • ,;, - er� =Y_L�} --� - _ - _ _ -� _- - �2-_ti _ _ _ _ _. -._ ------ - - -- --- , DMH �� _ 5 CB - �P r s �cc 2�24sc I ; ; - _I; --- '--- ---- -?-_ _� - - - _ = - _ _ - - _ �/, r _ _, _. - � _ { r/�L,7 ✓ t ...•- r'-_tom 1 ��.4 t d r ,_-�--�•� i ,t om-.�� '-+'-'i • -/ -��.i��i �� i - - _ ` �l �/- � -� ___' __ - - - _ _ _ ST A2-1 A2-5-1 _ _ - _ - ------ c0 o , �: �.___- ---- - '-- ? • `� ,-; -- - '- �. =-_- -f -; r!R _- ---_ __ __ _ __1-136:0 \�\' - �' U \ _ I i'-t __ _ _ __ - - ___ P _I h•Lt S i`� t -- -_ - - _ /" `�. �-�rri__ , _ _ _ _ �.rt n` __1_._- !__> / / � / __1 / 7' -- _.__. - 7 � _- M _ _ 1 !/ - D H �.� - - - - - -�- 5 ,-- - --- / _____.- __-._ _ _ -fes ; _ _ - _ p i t r �. -- - A2 6 --- -- - - r - . - - - - _ - - -, ___- - - - - - - --- - - -- - - - -' -- - - - - - - ! _ F, _ - r _ _ - X. - - - - _-- ---- , , S , _ ._ � --�- .- _ - - �.�-- - -- - - - -- -- - � - - - - - - -- - -- -- - P CED► y.;,� „• r� ---- -------_ - - _ ____ - _ _ - - - - - -- �- /�- - -- - - - - - - - -- - -- `= - - _ - -- - 102 � _ _.�...�._�_- ---- - -- - - - -- -- - - -- ' --- - - � - __ M _ -=-� _ -_ _ _. _ 1 135:0 I 136.0`,', _ �._-_- --��;? 9 :� I �, _,. �.r� - �- " _ __ -' _ - __ -_ _ _ --- -- -_ --_ - - -- - - - _ _ _ _ _ - _ - - - - - - -- - - - -- - BOULDER - -- - =,. - - -- - -- - - -- - --- _ y - - - - - - - - - - -- - - - - -- - - - - - - - _ - _ - _ - - - 6 T - - -�-_ ---- - - - _ - - - - - - " - - �_ == - p - - _ -- - - - -' - - - FINAL SLOPE T - - -- - - _ % _ - - _ _ - - - - - -- --- _ _ - - _ _ --.-- - 1� -. - - p5 1 -- -- -- - --- - REATME - - - - -- _ - _ - - - --_ _ _ - -- - ' _ - - -" _ - - -___ G' - SLOPE-_ --- :: - - _ _ 2 NT - I _ r.-. - . �...+ - - -- - _ - -- - --- - -. - - - -- - - -� - - - - -- - - __ -- -- - -- - --- -- - �-- - -- - -- - �., ��� - _ -- -. - - -- - -- -' -- -- -- - _ __ - - -1 _ . - - -- - -- _ -- - - _ _ - - - __ - ---f- -- --- _ - - _.__ -. __ / / - 1 - - - -- I -- - -- --- - - -- - - -- -- - TO M - .- - -_ -- - - - - - _ _ BE ACHINE PLACED - - -- - - - - - -- - - -- - _ - - - 1 i _ _ - -- --- - - - - _ - - -- -- -- -_ - - _ -- _ - --- - - _ -__ - _ _- _ - - - '-- - - - -- - -- -- - _ - __ - x-� - _ - _ _ \ - - -- __ - _ _ _- - - - - - - _ - - __ - - --- _- r __ -- - - - - - - _ _ �- _ - - _ / r - - - __ - - - - - - - -- - - - - -- _ _ 1 . - - - - - -- - - - - - - -- - - - - _ _ -- -' - - . ._ - - - -- - - - - - - -_-- -. - -__ _-. - �4 -- -. _ - - - - _ -- - - - - - _ - - - --- C CLEAR VEGETATION _� - --- - - _ -_- - - ':;� -- - - -- -' - - - -- - - _ - r , - _ USE _15 DI PIPE _- -- -__-=:_ _ (SEE DETAIL - -- -.- __ - ._ _ _ __ - ' -- 130 - -- - - - - _ - - - - _ - _ _ f �� -- --- - _ - _ - -� - xI - REQUIRED TO PROVIDE _­ _.=�_�_�__ O -- �' �� -- -- -: _ _- -_ _ _ - __ _ ADEQUATE INTERSECTION '' 6 � - - .- 22 - - - _ - 128 » 132 134 136 3�_____X _ " -- ?3$_ x-_X x x x- x y I _ � �� �. I - SIGHT DISTANCE. -CBI f -- � 124 126 _---24 D- , _ - -g„ -X_ J_ ,�=_=�-- -- , - - - - - - -� - - - ,q2-1 -1 _ I O 0 umm I 41x3 -139- - 140 I -- - RD RD I \� \ I _ _ VT _.__--- - 1. MENT D R w I A2-2 - �' 130 118 X l l -- - 1 '. I I , �-• - - -I V �11 I F2D RD I x I I- _ - t I I 4h � I I cc A2-3-1 I I 132 - :-- _ -F - ��� _ __---_ - __ -__ - - - - - --- - -- -- - - 39x8 - �' 1x1 - -139.71 c j_,I 11 � = DMH I 134 _ -- l C0 - I XRT --- __ - -- 1- - _ - - - ��= RD - �,, I - • 14 136 _ _ - _ _ ^I_ - -- - - - I =139.71 �i I - - - -- - - -- - - - RD c CRs A2 3 0 o x x_ - --_ 01 RD - -1.39_ __ -�- _ - I{: I - 9 I I k I°° I . CB ! = - - - - - 1x3-8- cn = -. - _ - -_ - iF: .88 =140.33 - � . .___. -- - - ---.: 138x8 _ I �' _- _ - - R;D - . RD _ _ d 1=139 -- - I w - A2-3-2 4 - ----g RD - - - - I - CO:. I __. .._ c _ - 1 - ITS (0 / - - - o - - - =138.21 4 UN ) _ .r - 1 I EV. 41 .8-- x8 RD RD _ . - - - - I' EL ^a CB 13 _ � -- o --138.83 _ _ L.L - co „ - - x __ _ _ - _ x I I - - - 4 / I ,- o RD RD - - _ - - _ __ - C - I_ I - - - _ - __ .- - ___ - - - A2-1 -2 �.8�, - - I ' - - - - - -- - - - BLDG. 4 uD - I I -- - _ _ - _ _ _. - - _ ---4 UD-_ ��- -ST - R 1 - _ / ° .- '- RD _ - �'7 �- 1=138.2 - _ - - - I - -- - - _ � , _ o 1 I- .� 1- - - - - .46 -139.88 � _ ' RD __ - - . - _ __ -- _ _ _ .� i � _ . __ - _ - - =140 1 3 - - I 138. 3 =140.33 PROPOSED BOULDER I ! - _ -- __ - - _ __ - _ I __ _ _ I: - - - - __ -_ 7 _ - _ - I - { I I PLACED RETAINING WALL SEE ` / I / G . _- 38x8 __-4_ - - Al -1 I I - - _ - - ' -- - -- --- - - - -- __ I _ - -oo- - -4 UD- , ( �` 106 I - ; 3, - �� DMH : I T - 1-138.38 -_ -- _ - - - -- I 4 UD I BOULDER DEATIL BY MCPHAIL PROPOSED 4 FT. FENCE ° - '- I.r�2- - - 1=137.38 - - - = - - _I. 1 ---- L.L,- ELEV. 3 -(4 UNITS] _ ;co - » I co Co I 1-14_ x I / - _ -- - 1 = ' - � -' / _ _ - f_ _ - - __ - - I _ _ - - :� - „ _ - -4 1=140.17 - I \ SLOPE ASSOCIATES, INC. ABUTS VERSA-LOK 6 _ =137.83 1 - co Y B LD G. UD t I IT I 1 { '� � I 1=137.21 , _ 7 4 Y OW � _ - I 3 cn - --� 1 .21- = r - I 151 8 T - R w u© ST (26 L . 3� 0 ET. ALL S - I - - _ UN S ( EE LSCP. - _ _ / - �, - - - I-138.96 I I--138.38 142 V.=152.5 11 1 / ° _ _ (4 UNITS_ - 4 - .F. \ ELE PLANS I . I - = L.L. IELEV. - .139:3 - co _. - - - �`8 , » I F - 1=140.08 ) I , Co - - .- - 4 UD, _1 ,,-1 - • �4 „UD_ -oo- - -4 UD- _ = 40.08 I YD �, PROPOSED. 4 FT. I I r PROPOSED EDGE - 1 . I I" � -4»UD_ _ STORY BLDG . -- �- 4 - I - 1 1 rn 3I -- -1- p �,i Co co - _) _ - 00 . 15 .38 Al-2B- 152 38 151 . I I FE S OF PAVEMENT 1 r~!X /- / - - - 14 �� I 1 = - 146 '\ , I-�cn 1=1 7 j _._ 1 % l � �l�c� N ITSI II 138.67 - ,' 1 1 x. x I VERSA-LOKT I ;h - / ,� i I=137.38 - -- _ I I =138.58 - ; �,• (28 / -_ - _ I „I 1 U 1 RD \ _ _ c _ - - E - 4 UD- - --�o- - -4 UD --- -_ _ - , - - _ - . I e ' I �`� I � �� F.F.- -ECFV 15.1__..0 1 I 138.58 � - � 1151x8 0 �_- / RET WALL (SE \ \ / \\ I _ I - - ----- DMH Al -2 - _ - - - - - CP. PLA ) I co- co- - I _ _ _ 3 44 1501.88 -137.8 - 1 1 I YD -- - - ._ -- // - I I 1=137.58 I 1150.88 7 ?7 I _�-.-- --- - 8 RD-- C I . . PICAL 11 O / - 6 UNITS I 1=138.6 I - -;y: 0 x ° 2 ) I i1 -2-2 _ ___ �-_ A RD _ 6 :1= •.i :s4: :: DMH 10' u 1 \ 4 : : 2 ( ) 1 1 - ," l =137.58 I 1 += PICA I - _ - S GRASSPAVE 9 TY I FAL 0 1-' cK -150 , o x V. 9- E 4 F. D _ I F. R 1 , x 3 � .- - 1 VT Al 15 A o NE I � i A2 3 z / 7 I � ; DETAIL) L .� (SEE DET R OC K 1 C o ( X - wAL � I - - 50 ,. __ 49x5 _, ,' DMH /S .----+ I _ I-137.67 J 148.9 � cro ._ - _ 1 �`. i 7 __ d'J 150 _ 1 - CUT ,� 1-137.6 I / 7 1 _ .....--- - .151x3 -1 RD L - -- - 1 r D Al -2 I _ _ 15� 1_5_2x -,:•:•:•:•:•:: _ _ 151 .8 TOW / I I 0 - _ - --- - 8 RD- .•:.•:•:- _ _ _ - / . W X _��- - .- _ - 11 i :12. c,�' r,, RD _ - --a - - � .\. . r_ _ - 15T- ti ' - 1 I x x 1 -14 CO y 1 - / 150 / _ 149x3 CO 9� , / o o CCL 149.8 .TOW -- I o o '- -- _ 152. s ° ° , PROPOSED 1 - _ I „ 1149.88 _ i s (�- HLAND AVE. l -- - .k 3.3 _ _ � \- L 207 HIG �\ I - 14 --1 I 14 .5 _ _ a i 1 X 14 -4 uD - 1=141 .6 \ GUARDRAIL-20.28 `�' - - / oL� I "- _ I I sp CB / ''Ai -i L. Q / - - , o; i ��� ../ CO - �,, - i - I p i 1=138.0± STORY BUILDING W/ FENCE �,,, , ,- i c/ 149 :75 \ 148.0 p ( Al -4A-2 • • RD \ r, ; r? I ;- 114 10') r - \ 148.5 I �`� ?� i �'�i?CO x 154 .0 I _ r I _ I- 19.9%- ( F ,�o��� CB \ 1 5 > :.:. ,15 .9 \ - C� �\ If,/ ----' , ,I SLOPE R0 ONE+ - 1 DMH li 149.5 �� 150.70 - -- _ _ FLUSH IRE 1 - I - I / Al \ 'I r I` 9 I 11DMH ' I w s �i w' -4- / DMH CB I 65 ( - / - .. __. ,CURB I I `, / . . \ A2-4 ,'' �- I rn Al -4A A1 -�4A-1 , ,,: W 149.5 I ? x 150 Al -4 / I TOC 150.15 '`� .� -r `y LANE 1153:75 TO 1=141.71 11 ' \\\\.\\ C,, 1 / / BO / ,1 151 .1 '� T53.4 o I I 16 N 150.35 \ i o 149.3 , J. / , I l i 18. 72' °?L-,- 1 I TOC 149 \ / 149.6r 4.4 TRANS. � i ' � � 6 TRANS - -4 UD- - - 1141 .88 I 0 I .��6 / CB - _ - / I o .70% \ CURB / CURB h�i� I ( l 11 / I �s .. BOC149:20 149.2 / A2-4-1 \� � 3DMH 2' TRA ±'� ' ``� {=142.08 154.38 1=142.331 // (�' . _ � I O Al -5 2 I �� r- ,-I /' \ 1 I, I CURB - - - - - w Q l ,O` I I 1000' \ I /,`f,�r��^: -� I -4"UD F I I 1, / / - 18 CB I V I \ I � x 15 4.0 I I / �. / I Z \ \ i ! / : I ° 1149.4 / -- ` / / - , I _ _ I' / TOC 154.25\ o A -P rr-- _".� / / I �`' ,, i i Al 5 1 MAIL / s _ . \ � / 1 .66 off/ I 11 f, ' ( ° *11 I KIOSK \ / BOC153.75 1 142.17 �t c m . I. / , 0 , I I 1 \ /: I h,: y , 'I,'` ,, _ T 7 149.2 \ _C \ r �, I - � I � rri I CB I / 120 % i - ,49 X / ,y � I �;, rTl o O c: o - d- i l � , , I' / I x 0 iTJ � �,, I J �] \ i A2-4_2 i/ / V � � / ` - / n, ! �� - - I \ 1 / II z 11 0 I I / i / -- -- -- . `)� dC STOP ' o _ 51 .5 - - i. ! / i. / , ` _u o I -� i r I SIGN \ I x 151 .25 ? I Cn � N I / - I Q- \ / I` / " _ !/� cxn o Sp i \.. `� N 1 C _ _ YD A1 -,`2B-1 I P I � � _-� \ - I; � � / I \ N o I 8 2 / I cn� rn 17- c I r Ii ' 1. �' J;,,'� 12;x', v, - I ?4. 75'\ '' n "8 ' \ ;- - _- pp N I h�L , I n 1 4.0 ( D z ► r i I x s I ! �.5 / 1. / ,, -� / \ \ ,.-..O +� x I'` 1=142.17 0 _ - _ -4"UD G7 I II Tp - - \ \ \\., \ ./ - i;j',�� ,, �, . �,° E ,! ,� , .1 >. / I � I / 46.5 F; ;r; o / , \ N II TOC 154.25 1.54.38 I i �. 2 r"22.60 �% / trl4,�i � ; ��, ,' I / V C j ,1\ BOC 153.75 I I I o I / I 1=142.33 /I .1 / ;. 12411 / ' .7. . ;\ r, a t.-,- o� 1 �� 1=142.08 4;'UD- - - _._,Q� 1=141 .88 I I /� `' : I { �// y I ' 1 L CB DMH I j \ cn N' 1 '� �' I// ` .'-- _ ' _' _ �. \ i 153.4 1153.75 l o III ° PROPOSED 4 FT. �, / ' I-, I I `; I ,'��, ;, ,,/(� _ _ _ _ Al -6 2 Al _6 I \\ a� 1 `<-1, � �`J _ - I 1 1=141.71 I 1 FENCE ABUTS r• - I I ,.4 II v� I I ) V - <; C ��r �`, / / ;_ �I I - _ I _ - - -- - -_ -- - \ 2 -t'I o ERSA LOK _,, ; c, - 12 0 0 / , ;' / + , ; I , r.- - 51- _ _ \ v I \\ 1 - -- - -- I �I I I I RET. WALL - - J ! 6' j t - 1 I . ,� 6 I 151 .2 - _ \ Qs , �s v 1 /. I 153.9. I 143.5 I: I I SEE LSCP PLANS ' r 1 I , , 2 I - - j s " I 4.15 154.0 - x I ( ) 11 19.8 _ �' ! 1r3 I° �� i 1 CB s a v� DMH ss 1� I - I RD U \ \ ,.�2 30 !, 3.23 %` r��r / ,/ ��" I �� Al -6-1 = - ° �` \ I Al -8 �-_ RD _ - - _ - 0 1=140.00 _ ;, ��� -151- - 146.8 \ \ I 53 -4 UD- \ ?21,6-- _-' ,-=' = '=ti.`�� '` , • �o O S C]C E S // �---- I I \ '4� CO J/ .� ` I ° o T O w 14 0 Q gara 4 l / _ _ � � @ P 150 +h � 11� � ° ° 9• +-_(./,/uu � ` _ _ - c "i r _ s� 150 F�.G. - 151 .2 TOW �` I F- - - - - / 153.8 154.4 / �� � - _ - -- -.fL o TOW 149.0 \ r / f � 153.9 /I*- 1 �� I ' ..-, � 149.0 - 210.6 7 X 8 8 _ �, I 153.5 I / 1 N � - ; , -Z ,,, F' - _ - � ° \ \ I '1 _ l 1 `�, l l PROPOSED y'-`� �,;� / AL2 � ? I \\ _ - - - - �p�0 +4 1 ° \ 53.3 l = i `--- \ I - � . , ! r` GUARDRAIL _ _ - - t I j \ ��`� " 43X 142x0 144x0 l i - � ;' ,�� / / ? TOW 154.5 I PROVIDE 4' : '3 �"� ` I 1 =.\ C' 141 Y, ` 22 � I Q ; J E ,�,�, _�. 35 � - o X Q , r \,S --- P '5 OPENIN N / co ,� �� _ DMH / III I _-, • v'� ;' .- GUARDRAIL*:_ - ; i \ l _ _ _. . z - // -,� 7 r /�� i ' "` -. � " �\\\` ,�^o�' N Al -_7 I \ - , Q s I �5�, i \\ / I n , ' "__ FOR SNOW_ " i�l..;n, 22. ;J l . �. N' ; ,,`\' \,. �r i O I l �. )" ; REMOV i r - .--- - - - T -- - - ---- - �'r �, I _-r--- - :_ o - - - - ao d. 51 .5 h - ,� ,`> 1 - i Ji �� „�� - ---- -- ----- �- Z-� -- ---I----- -- / - - - f _ - -- - _ - -! I - , , 1 , �� �` �` I 1, _ I / _ _`�: > _ _ " / � -153.9 I ;' � L • � / 1. I -� 1 Q ,6. - - - � I o-• \ - O _ ' °I �y ,/ ,/ , - .: 1 , \ - - - - i \ - C _ - _ - - - - _ q - - - _ / ,• . 12 1 - - - --- - - _ .. .- 148 Q ' D ,� _ - - _ „ - 12 0�� Oho ODS -, -- _ _._ __- - - - -- - _- 46 PLACED - - - -- 0. - _ - 146- _ - 1 ,, - • 13 0 - i 00� - - - - - - - - _ ___ ----- • _ i R a� 144 -' -- <<�_. --� a o - - - - -/-42.6 - - , - - - ( SLOPES - � . - - j .� / _. - moi �'. - w _ _ _ O�� 00T'o 1 _ - Q - ---- / �- _.S �-�- - - - - , , 1=____ -�-- ._��1 <_- k; , .1 - 40 -i - �- - -- -.1 L J .� - -- :.: _ -. i 34 _�__.. _ r �� 1 r D 13 _ --- - . 73 lg� o •� X42 PROPOSED . . . - ; f/-,r" / -,.. _ 1 _._ �__ _� �� / v , , v. �fec r -_ __ _ __ - -_ - -_- -- ._-_. - GUARDRAIL , �.� J -' _. -----_____--------- - - - - _ '� �.� 1 t l 0.67 -T _,_._-- ...___. _. _ _ - - 1 G-•�9 �� 4 INSTALL CB Al 7 2 �' 1 �` 11 ,:38.6.2 I L.___ _._,,,_ _. . ►� AND DRAIN PIPE TO �•, DMH Al 7 UNDER NIll OF .-- - ;. - �- - ---- - -- ' � y_> PLACED THIS CONTRACT F °� 4( \ \\\\\ \ \ '\ BOULDER HARD U \\ \ \ \ \ \ \ \\ \ \ , \ ' � SLOPE THE SECOND PI CKWI CK TRUST • E N o. 19315 O LEGEND SURVEY NOTES: �� S /STF-vk `� PROPOSED CONDITIONS G 1) BENCHMARK INFORMATION: GENERAL NOTES: GENERAL NOTES (,CONT. �onALEN 52 INTERMEDIATE CONTOUR PRECAST CONC, CURB FRAMING NAIL SET IN SOUTHERLY FACE OF 1.) PROPERTY LINE AND EXISTING CONDITIONS TAKEN FROM -T-OPOGRAPHIC 7.) ALL STANDARD PARKING SPACES ARE 9' x18'. TYPICAL DRIVEWAY AISLES 50 INDEX CONTOUR --------W-------- WATER LINE U.P # T 330/2 AT MARLBOROUGH & ORLEANS STREET PLAN OF LAND, 205 HIGHLAND AVE., SALEM, MASS.", DATED DE(CEMBER 21, ARE 24' WIDE. SEE DETAIL IFOR LAYOUT OF HANDICAP SPACES. ELEVATION = 141.74 SALEM CITY BASE 2001., PREPARED BY HARRY R. FELDMAN, INC. H AWT H O R N E COMMON S 110.6 x SPOT GRADE �.. FIRE HYDRANT 8.) CURBING TO BE PRECAST CONCRETE. 11 --- - D ---- DRAIN LINE GATE VALVE & TEE 2) TEMPORARY BENCH MARKS SET: 2.) ALL DRAIN PIPES TO BE 12" RCP AND ALL SEWER PIPES AND ROOF DRAINS TO BE 8" PVC UNLESS OTHERWISE NOTED. 9.) ALL WALKS TO BE 5' CEMENT CONCRETE. ----RD---- ROOF DRAIN LINE WALL TBM 1 TOP OF PK, TRAVERSE POINT # 2 AS SHOWN SALEM, MASSACHUSETTS ON PLAN ENTITLED "ALTA/ACSM LAND TITLE SURVEY, SITE CONSTRUCTION SHALL COMPLY WITH SALEM DEPARTMENT OF 10.) CONTRACTOR TO BE RESPONSIBLE FOR THE REMOVAL OF OVERBLAST E CB CATCH BASIN o 0 o- DECORATIVE FENCE 205 HIGHLAND AVE, SALEM, MASSACHUSETTS" BY PUBLIC WORKS STANDARDS. MATERIAL BELOW THE PROPOSED FOUNDATION BEARING SURFACES AND ITS HARRY R. FELDMAN, INC. DATED MAY 21, 1999 REVISED YD YARD DRAIN x x x x CHAIN LINK FENCE REPLACEMENT WITH LEAN CONCRETE OR SUITABLE FILL. UPON COMPLETION OF GRADING & DRAINAGE PLAN THROUGH 6/13/00. ELEVATION =96.56 SALEM CITY BASE 4-) ALL DISTURBED AREAS NOT DESIGNATED TO BE PAVED SHALL HAVE FOUR1. BLASTING, ROCK FACES SHOULD BE EXAMINED CLOSELY AS THEY ARE EXPOSED 0 DMH DRAIN MANHOLE ^ GUARDRAIL TBM 2 TOP OF SB, TRAVERSE POINT # 3 AS SHOWN INCHES OF TOPSOIL AND BE SEEDED. FOR INDICATIONS OF INSTABILITY WHICH MAY NECESSITATE REMEDIAL MEASURES. ON PLAN ELEVATION =102.03 SALEM CITY BASE EXISTING STORE ALONG THE PROPOSED DRIVEWAY, THE ROCK REMOVAL AREA SHOULD BE 4 3/19/04 BOULDER RETAINING WALL AT ENTRANCE HAL FAK HWM Q SEWER MANHOLE -u- SIGN 5.) ALL BUILDINGS ARE HANDICAP ACCESSIBLE. PRE-SPLIT TO CREATE A FRACTURE PLANE WITH A UNIFORM EXPOSED FACE. 3) ELEVATIONS REFER TO SALEM CITY BASE GRADING FOR H.C. ACCESS 9-24-03 3 2/03/04 HAL FAK HWM S SEWER LINE WALK IN FRONT OF BUILDINGS H .W. M 0 0 R E ASSOCIATES INC . DATE: 4) CONTOUR INTERVAL EQUALS ONE {1) FOOT. 6.) THE DEVELOPMENT WILL BE SERVICED 8Y THE FOLLOWING PRIVATE UTILITY 11.) EXACT LOCATION AND NUMBER OF ROOF DRAINS ARE SHOWN ON � COMPANIES: BOSTON GAS, MASSACHUSETTS ELECTRIC, VERIZON COMMUNICATIONS ARCHITECTURAL PLANS. 2 12/22/03 MAIL KIOSK HAL FAK HWM ENGINEERS & PLANNERS SCALE: • • • > > HAYBALES LEDGE FACE 1 "=20' e�.7.9 97--� 5) PROPOSED ROUNDING SHOWN ON PLAN RECORDED AND THE LOCAL CABLE COMPANY. 1 10/6/03 CONSTRUCTION DOCUMENTS HAL FAK HWM Aso*) SNOW STORAGE AREA T TRANSFORMER IN PLAN BOOK 123 PLAN 25 12.) SEE SHEET C8 FOR DRAIN AND SEWER SCHEDULE. mmmmpISSUE DATE DESCRIPTION BY CHKD. APP. BOSTON, MASS. SHEET C5 OF C9 ' I C:\2239\2239s36.dwg 03/22/2004 01:56:29 PM EST I` __ IL .- -- __J .. . _ - �_ - -- ...._.. Ili EXISTING 12" DRAIN'S TO BE „ ; , :�= -y-;`;;, _ 12 X 8 TAPPING �,__ - °- REPLACED W/ 15" DRAIN - _,�-- ____ ` SLEEVE, 8 GV&B _ -;: - % . (SEE DRAIN PROFILE, SHEET C9) - _ _ - ---" 1 �� EX. DMH -- - ; 3.�, --- n 1 - Cb J - _ _ - =- __ _ EXISTING SMH SEE i '' -- ��` _C\- i ADD NEW - - _ - ----- - _ STREET LIGHT FIXTURE ONTO -THIS - - - = _ = - - - • - SEWER PROFIL - - - - - T 7 39 20 W -- - _/ - - - - V n 3 - - -- - '` - _T , _ { E, r - - - - POLE. AD _ -- - - J - __ _: ._- ORE FIXTURE TO ANOTHER - - / EX. DMH POLE WHICH IS 300' SOUTHEAST OF THIS _��- -f1. SH C9) ___._; I I_ _ ` _ I - - ---------- _ - - - - - r•- z �.0� - -- _ --- ---- , ' _ - _ J ! �- ; ( 96.7 ION. 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"C --_-------- - - - (ABLE WIDTH) Cn- =- --`� T?--- `�- _ .� -_ -=-�- K� _ f. ;,; ;'- - - t 20,=;-_- J�.r� A2 5 UBLIC VAR STS - --- rte, -�- _ _ _ � <. _ - = _. - --� - CB CC 21246C „ i N! __ __� �, _ _� - - J- , - - -. - .--- T - _ . - - -- -- a_, \ / DMH � - 3 L _ _ ,~ ., - - / O -, :J -- - \ ;,; LOT # ,--�;✓ 1• ,--'�._ I SMH`_]_- '- - _''. ; � i ,. -Z---%'_ .-1 _ - - _ _ - _ ,- __ - ..�J '. - - _ _ -/// .;�..- pp - - - _ - - - - _ - - --- - - .e FII�'ST A2-1 A2-5-, ._ - - --_ - - -- - - _ - __ __ _ - - - - - - - _ - 00 p I_I_�.5 i ___ _-_ - - - _ -• ..�-- _ _ _ -- - - '02.9E _ - -_- -- r- _�='t" ____ __ - - _ - - - r, -' ' - '/i ' - - - I=136.0 - N _. - - - _ _ _ _ --- - - - -- - - - - - - - - - y{ J D M H - - - - - -- -- - _ _ -. _ --- _ - _--____-___---- - - - - - - -- - _ - - -- - - - 4 - r- ^E J _. _ _-.- - .� _ - _._. - - -_ ..� - - - - - _ -- -- _ _..___-._.---- -- - - -• - - _ _ _ - - - - - - _- - - - _ ---- 1 A2 6 _- -- __ _ -- -- - - - - --- _ - - - -- - _ -- - - - - - _ _ _ - - --- -- - - _ - . - - - _ - -- - - - - ---__------- ------_ _- - - - - - - - .. -_ - - - - -- _ - _ - - - -- - --- _. _ -- __ -- -_�__._ �Ty------ - _ �._.. _ - - - _ _ _ _ - - I - 135.0 - _ --- -- I 136.0 _ __ _ _ _ _ -------- • . � h -_ - -- -.- _ _ .- ____ - - _ - - -- __ _ •- - - _ _- _ _ _ _ , , �� _ _ - -- -- - - - -- - - - - - -- _ -- - _ - - - - - - _ _ _ - - _ - - - - - - -- - - - __ _..� � .- - - - - - - - - -- --- - --- _ - _ _ _ _ _ _ - - - - - - _ - - - - _ _ - - - - - - = _ ---- - - -- - -- -- -- -- -- - - _ _ - _ -- -- _. -- - - - _ �� _ - - _� - r. _�..�� -- _ ._ - _- -- -- - -- -- - - _.. - -- _ - - _ - - --- - -_- _-._ - - _- - _ - .-` '�-''4 - -�--� _ •- "_ ii -_ _ I - 1 .� �. _- __ _. -_ --: - - '- - -- - - _- - _ _ _ - TT - -- - - - _ _ _ - - - - - - - - _ -- - - - - -� __ - - _ - - - _ - -- - - - - _ - - _ __ .__ -- - -- _ - �...�� - _ - _ - - -- -- ---- - - -_ -- .--_ ._ ---. _ --_ _ -' -- -- - .- - - - - - -- - -- -- --_- �--� _ - ../L. . - _ _ - - _ _ - - -- - - __ _ _ - _ _ . _ -- -- - _ - _ _. _ r - _ - - - ___ --' x _ i -- - �- -- - - --- -- _- - - __ �` - - _ __ _ _ -x r _ _ _ �_ _ _ i - - - -_ - _/ - -- - -" --- -- » - - - _..._ - - -- __ - _- -_- _ '-r-,�-r mac-- - '- _ -- I / - - - - -- --- - -- - -- - ._ _ __ - -- - _ - - - - _\i �___ - , - - _ - -. - - - - - -- _ _ -- - _ _ - ' /�- - -- -- -- _ _ - - _- - - - -- - DMH r_ _ - ___-_ _ -- - - - - - - -- - _ _ - - - -- - __ _ _ _ - -_ .. - - - - -- -- -- - _ - - _ - -- _ r r I -__- - - - - _ __ �1 _ -- - - - - - _ _ DROP SMH 2 - _ - - - - -- - _ - - - - _ - SE 15 DI PIP - - _.- _ = -- - _'- -- - _ __ x - - - - - - I, _ - x - - _ _ 0 a �-z- - - - - r i t6.c - - _ - _ � / DMH '`� - ?- � �,: .C. __ , - 1x� I - - _ - x- x i 5 ,• ,- ,� '- � ;' = , S.W.M Q I x=-x J_ - - --�-- __ �'`-x X_1x x�- x , �I �. - - CB t - 'r _ - 24 D- ®40, l' X 9' - - - - - - __��L __ -- - _-) -- - - -1� I I RD I I _\ _ ,I / A2_1 _] DMH R o X 1 X I RD I_ / ~- I �- � _ ENT HAM B E - I I -- _ G EM tl I __ A2 �: 8 A f' N x � I VT MA _ _ I I RD „ W TER � � l• SMH 5 RD �; I IG / 15 RCP STORM I I I x-1E-x I I I A2-2 r . t l . ' 118' X 11 X 9 1 x -x--x _Mfi 4 _ - 8"S. --,1--- --I-1-- I RID RD I I I--- CB 1 " { o ® I x \x DR H 3 ---8"S- v ` - - _ - - - S ® __ - ,,.J __ r t ,. 9P x ---'- -" -I 1 1 I 8 SEWER /, �I , �`' DMH A2-3-1 I -X - _- - - - - -- - - -- _ _- - ao_ -- -- - -- - -139. CD �, _ - _ SM 36.5 71 C X _ - - _ ,� fi. S � A2 3 c� ° - �._-. D= . -_ _ $ _... _''. -- - -- 1 . --x$-R R RD I - 1-139 D - t x - , 1RDR -- _ - o I X I ��._ Cg :� I x' x .- ,� x x x _ _ ___.. rI -- _ -- - - -- • _ __ - _- __ - -- _ -- ---- _ I I: GAS =140.33 I - I x _ - " _ _ - a-x - - - -- _. _ - - _ -- 1 ____ _ _- - - - _ - - - - _._ - A2-3-2 - _._....8 RD :-- - _ -- _ 0 _. ..._ I- - -- - - _ - - ._ _._ - NITS v� _ _ � _ - 39. 8 ) I -- / - - _ - _ - C -- - - o " I - RDI - - 1=138.21 1' _ - 4 U _ RD I 1=1 I r I CB i ° - - _ _ - _ - _ - - - =138.83 -- - _ _ _- - L.L. LE co - RD - - _ __ - -- - __ __ - _ . , 1 _ 4 U - R _ `� I 1 - - _ _ _ -- _ - _ .-- - --- --- - �. J E V 141 8 A2-1 -2 i 8� - I / RD RD _ - - -"� - - - _ _ _ _;_ - c0 BLD G i , I c - o -` - RD- - _. - �� -- = �_ I t,; -_ - AS =_138.21- --- - --- - . - - -_ - - RD _ - ' a - : G _ _ - - _ -. _ I - - -140.46 1-139.88 I I , , ; - - - - _ _ -- - - - - -- - - --- - -- - _ - - -- - -'I38. '__ _ _f - -- -- - �I ;, ' - .- _ - _ - SEWS R5 - _ - - I__ - - - - _ - I.---I 8 - -- -- - __ _ - _ �r _ I xl . _ i- •� � - I 2 1 J c� y I , , -- >4 _. - _1 _ _ _ -, I - - _ _ _- 1__ vi 0 �- 5 „ _ -oo- - U D- _ S .� - 83 1 l - - i - . _- _ � U - _ - - MHA _ -138.38 - t-- - _ DOM D -1 _ - - , -, - FIRE I UD _4 I \ / ,1 - ° - - 'f ;_ :_),,.��- . _ 1= - __ - _ -' - -- � - - • - - • -- - co ; - I co =140. "I i - ,� i _ - - - 137.38 L L. 4 -U - _ _ _ - GAS _ - - ^4„�D I 1=140.17 I .I - { o0 ---- _ �o -. - (� c - - _ _ I .,Co I . 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LEV.- =138. - I - C�0 - 1 co H • • - --oo- U D \ \ -- co co I DM Al 2 I ELE --, I `�'�, I1r �� F F E 151 .0 I � I 58 _ �, �- L YD I - __ �- _ I __L_ % \ 1=137.83 1 I 1=137.58 _ I i I 1' = 8.67 r- I __ _ _ _ _ -'8„RD__ - - CO II '36. / I I I 13 :�: I ° / -- (2 6 U N ITS) I i Al -2-2 I RD SMH 6 _ ._.. I :ShH. . ::::::. .:.:.:. xl �. DMH 1 / =137.58 I 1= \ _ ELEC I , I I .:C:.:.: i 2 i 8 , / , 1 - 150.0 1 I I L i L „ . .•. .` GRASSPAVE �_ 7. i F.F. ELEV. 1 RD 5 : : : : . . . . . - 11 i - --- I I 1 VT Al -3 1 , - F -- ---8 7 A2 3A 1 __ t I - 59 5 / / _ � i x SE DETAIL I / - o C ) �_ C r i ! 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N ,-ter- " �-, -,r'. -- Y .=-�-�•--�._��__>�.__.r"i� i - I. . �1 I v.___ -J ---- `_ - ? /r :r l r.D - -- - - -- _ Y7 _"J : -_�� r -� 7. , r, i. / J 0)I; `, �!� ----- _= ' 7 Q>< _- -- i �y t ! ._}n' - -- ---- __ / _ -7- _-_- - r -� � - i, f _. fir. //�; �-r-., J. •V ( \,- 1 4 I - - 4 __ - ---_ -`, - _ - ._ -,.-� s -_ -.+. i __. 1� l i 4 i " 1,r_ t__ . - I t , _. __ - - - -- -� - � -�� --- '�? �'h �_-____ -^�_ - �� �� is L ��. �. -- _ _"'� - - � ... �'�. -'� - - 1 T , .- __ ' . 1 ., ,r �r•� fir_` Jar.. r '-r V - �- ! ._/U.'`T l� _ _ C L INSTALL _ � 7 r - 1 =0.67 CB Al 2 � ' •\ I I _ 14 SL5 AND DRAIN PIPE TO _� 7b.�2 - - DMH Al -7 UNDER n c ,�., Y PROPOSED THIS CONTRACT 1 .�/1 --, - �� 0 j . , - . �, 1 40i �, t ` 0. ...; .., PROPOSED ��,�� � 1z7 � ? \ _- \ v \V�\ \ � .v Lv v 'v , v •. v WALKWAY 20 WIDE " \ \ EASEMENT THE SECOND PI CKW I K TR T GRADING o oR s _; � C US EASEMENT No. 19315 F��'�sTE,,�C I EG E N D sURvt�' IvorEs: F �s`oFt�L Elly PROPOSED CONDITIONS 1) BENCHMARK INFORMATION: GENERAL NOTES: GENERAL NOTES (CONT.): 52 INTERMEDIATE CONTOUR - -- - PRECAST CONC. CURB FRAMING NAIL SET IN SOUTHERLY FACE OF 1.) PROPERTY LINE AND EXISTING CONDITIONS TAKEN FROM "TOPOGRAPHIC 7-) ALL STANDARD PARKIPVG SPACES ARE 9' x18'. TYPICAL DRIVEWAY AISLES 50 INDEX CONTOUR --------W-------- WATER LINE U.P # T 330/2 AT MARLBOROUGH & ORLEANS STREET PLAN OF LAND, 205 HIGHLAND AVE., SALEM, MASS.', DATED DECEMBER 21, ARE 24' WIDE. SEE DETAIL FOR LAYOUT OF HANDICAP SPACES. ELEVATION = 141.74 SALEM CITY BASE 2001., PREPARED BY HARRY R. FELDMAN, INC. H AWT H O R N E COMMONS 110.6 x SPOT GRADE ..�... FIRE HYDRANT 8.) CURBING TO BE PRECAST CONCRETE. - - - - D - -- - DRAIN LINE GATE VALVE & TEE 2) TEMPORARY BENCH MARKS SET: 2.) ALL DRAIN PIPES TO BE 12" RCP AND ALL SEWER PIPES AND ROOF DRAINS TO BE 8" PVC UNLESS OTHERWISE NOTED. 9.) ALL WALKS TO BE 5' CEMENT CONCRETE. SALEM, MASSACHUSETTS - - - -RD- - -- ROOF DRAIN LINE gy==m->�>�>. WALL TBM 1 TOP OF PK, TRAVERSE POINT j 2 AS SHOWN ON PLAN ENTITLED "ALTA/ACSM LAND TITLE SURVEY, 3.) ALL SITE CONSTRUCTION SHALL COMPLY WITH SALEM DEPARTMENT OF 10. CONTRACTOR TO BE RESPONSIBLE FOR THE REMOVAL OF OVERBLAST 0 CB CATCH BASIN 0 0 o- DECORATIVE FENCE 205 HIGHLAND AVE, SALEM, MASSACHUSETTS" BY PUBLIC WORKS STANDARDS. ) HARRY R. FELDMAN, INC. DATED MAY 21, 1999 REVISED MATERIAL BELOW THE PROIPOSED FOUNDATION BEARING SURFACES AND ITS R YD YARD DRAIN x x x x CHAIN LINK FENCE - REPLACEMENT WITH LEAN CONCRETE OR SUITABLE FILL. UPON COMPLETION OF UTILITY PLAN THROUGH 6/13/00. ELEVATION =96.56 SALEM CITY BASE 4.) ALL DISTURBED AREAS NOT DESIGNATED TO BE PAVED SHIALL HAVE FOUR BLASTING, ROCK FACES SHOULD BE EXAMINED CLOSELY AS THEY ARE EXPOSED ® DMH DRAIN MANHOLE ■ ■ ■ � GUARDRAIL TBM 2 TOP OF SB, TRAVERSE POINT // 3 AS SHOWN INCHES OF TOPSOIL AND BE SEEDED. FOR INDICATIONS OF INSTABILITY WHICH MAY NECESSITATE REMEDIAL MEASURES. ON PLAN ELEVATION =102.03 SALEM CITY BASE EXISTING STORE ALONG THE PROPOSED DRIVEWAY, THE ROCK REMOVAL AREA SHOULD BE 4 3/19/04 BOULDER RETAINING WALL AT ENTRANCE HAL FAK HWM Q SEWER MANHOLE = SIGN 5.) ALL BUILDINGS ARE HANDICAP ACCESSIBLE. PRE-SPLIT TO CREATE A FRACTURE PLANE WITH A UNIFORM EXPOSED FACE. 3) ELEVATIONS REFER TO SALEM CITY BASE 3 2/03/04 LOCATION OF 8"RD SOUTH OF BLDG. 8 HAL FAK HWM H .W. M 0 0 R E ASS 0 C I AT E S INC . 9-2 4-03 S SEWER LINE WALK DATE: 4) CONTOUR INTERVAL EQUALS ONE (1) FOOT. 6.) THE DEVELOPMENT WILL BE SERVICED BY THE FOLLOWING PRIVATE UTILITY 11.) EXACT LOCATION AND NUMBER OF ROOF DRAINS ARE SHOWN ON � COMPANIES: BOSTON GAS, MASSACHUSETTS ELECTRIC, VERIZON COMMUNICATIONS ARCHITECTURAL PLANS. 2 12/22/03 RELOCATE UNDERDRAINS HAL FAK HWM o o HAYBALES LEDGE FACE 1 "=20' ,r�_T�jr-� 5) PROPOSED ROUNDfNG SHOWN ON PLAN RECORDED AND THE LOCAL CABLE COMPANY. 1 10/6/03 CONSTRUCTION DOCUMENTS HAL FAK HWM ENGINEERS & PLANNERS SCALE: SNOW STORAGE AREA T TRANSFORMER IN PLAN BOOK 123 PLAN 25 12.) SEE SHEET C8 FOR DRAIN AND SEWER SCHEDULE. ISSUE DATE DESCRIPTION BY CHKD. APP. BOSTON, MASS. SHEET C6 OF C9 C:\2239\2239s36.dwg 03/22/2004 02:02:12 PM EST II ■�I�t Ips I I j0 X �--- \� b > 00 O / J \ �\ 1 1 000 �. W \ J , I I N X 1 f-- \ __j W I Cf / 1 I , J 1 > I _- - g� _ I \ W\ o \ - -- -- — o I Ono C-) \LL \ J J I� o0 \ � no \ \ I �-� (O 1 ' If I I N I \ \ - o 00 0 i 1 sa � � ds X = -°z i I M J `� J J 0 � i it ; , I I j • C2 ;I { t c� c� > > I I I —' III ' I / cJ' ' � � � � � � s � Dds . ; -�� I N �.(\ o ...... � \,J''' .. ` er�i o >- i f S1 I i I/ I , I O ILn 1 OW 127. °V� - { ! I f 0 O 1 O C.t 1 6 / o 720, � 136 ,� Ln \ ., • l; ,, l / TOW 11 T 12 .3 O O T W 14 \. I 1 I \ - - - - -- - --- ✓ - - - — _ 0 O O O 0—u— 0 -- �\ / �� TO 1 4 1 TO 150.0 , i I 1 I / v _ \ \ \ouw 136.2 BOW 0.0 1 TOW 1] .0 `�, ' TOW 1 9.5 `TOL 126.5 " TOL 136.0 I a TOL 140.0 � I� � '103.5 I BOW gp 105.0 g0b.0 \ BOL 121.5 _ - x �. - - - _ I \ \ I I V / \ \ \ \ 1/\ \ ✓` \moi _i% Q\_ cl j ti> i / r. r� E 1 r (� o \ O N \ -\ \,O - ` e 0 F G - - - 1 - _` Ir I 1 0 2 e 1. / / ` \ 0) \` r 1 i 1 I —.—•-tel --- ' I I I I L - j -�C-- - _ _ I i (\ Ems, ,_y �t�. - LEGEND 150 - - - - - - _ _ _ - -- -_ - - . - -- --- - -- - - - - - - - - - - _ -- PROPOSED CONDITIONS INTERMEDIATE CONTOUR 4 _ - PROPOSED - _ > > _ _ ... _ , _ _, : __• _ ___ __ , .. .. C�FZ��DE TYP) f ROf O.�f[) clo _. - - _ - I GRADE , - - - - - :._ :- -- - - - 9 VERSA L K i - 140 I E -13.3.3 :_ , , z -. . c� l ------ -------- EL 1 3 3. . INDEX CONTOUR c� WALL _ _ _ _D(, 6 -3 i' VERSA-LOK Z 1 BI UG 6 1 PROPOSED II II : - FROST `NAI_L 5 _ FROST W.41_L_ --- --------- - J ao c� o_ _ _ __ _ _ ------____-- ------____-- VJAL.L o X SPOT GRADE _ GRADIS 1 �(TYP) - 5� <ISTING 1 6' VERSA-LOK - 8' VERSA LOK GRADE '-- -_ _ 30 _ ., --- - _ Z' WALL _ -_ ._. ._. . .-- --- ._ _- _ ._._ _ �._ - -- ..__: . _ _. -- - _ _-- '--- - WALL -. - ___ _ __ - -. _ - -- I�ROUND1 w - -- - _ . 1 ----------------- ---------- -- w __ _- -- - - - - --- - -_ --- -- - _ - -- - _--- - -- _. __ - D DRAIN LINE P) _ - — — 7 5, Z Z _ -- - : ---------- EXISTING (TYP ' ,�• � o E>(ISTING 1O' 3' _, - -- - _ _ -- ) _7 VER LEDGE GROUND� r --- --n CATCH BASIN S.�N,ti1.C. (,I�OUN� - - C B ------------- � II 12 BOULDER z II - -- - -- --�_13,DF LEDGE 3' WALL Z _ - 120 -- -- -- - - —11I % - - - -- -- -- -- - ` w w - -- - LL w � WA � _ 10, 3, - - - - -- -- -- - --- ------ C)RI'�E1NA1' ----- ® DMH DRAIN MANHOLE LEDGE G RAU E '- - 2 4------------I 3 -----------DRIVEWAY----------- DRIVEWAY1 ------- '�-- --- l VERSA-LOK WALL 110 -- 1 _ 6 BOULDER -�-- --- - WALL' ,__ B.O.W. - - - _ 6' B.O.W. --' 105.0 �------------- ---"- - —0-0 o- CHAIN LINK FENCE 103.5 ------- ----------------------------- -------L-----------------------r---- 100 ® ® ® GUARD RAIL SECTION 1 SECTION 2 S EICTI O N 3 — — 2' BEDROCK CONTOUR GUARD RAIL GUARD RAIL GUARD RAIL 10' BEDROCK CONTOUR ' /W 4' FENCE 4' W/4 FENCE %W/4 FENCE Z / PROPOSED N PROPOSED TYP) � PROPOSED � N GRADE � SECTION LINE PARKING LOT 3, GRADE PARKING LOT 3, GRADE �, , PROPOSED / 10' VERSA-LOK z II PA ELN1G5103 3 EL=150.0 GRADE EL= �1 ' EL=150.6 x'11 ' w w 1' 11' VERSA-LOK z o 3 4.5 VERSA-LOK WALL U 1 - - WALL -. 00 � N 1 WALL EXISTING EXISTING � II REFERENCE: BLDG 6 5 z 13 VERSA-LOK w - - - - - _ - - LEDGE 5 GROUND ` - - - - - - - - - --LEGE- - �, GROUND 1 w J (TYP) N _ _ - - - , WALL z - - - -GRAD€ - - - r{�11P - - - - GRADE - - - - - - - - _ _ -;1- v w 8' VERSA-LOK w = — — -- LEDGE — — _ _ 5 �' -- _ _ — — — — — _ _� _ �— (n'P) — — — _ _ _ _ _ _ BEDROCK CONTOURS TAKEN FROM A PLAN ENTITLED 140 EL=139.3 - - — - 3 WALL z II GRADE TY7}) - EXISTING II — -- " J _ HAWTHORNE COMMONS II BEDROCK CONTOUR PLAN LEDGE -�11 ' 5 w w GROUND z J — 1 �- _. GRADE ;��. U �- L \ 1 _ ' \ EXISTING —_ w — _ —�— —_ 4 FOR JOHN M. CORCORAN COMPANY BY McPHAIL GROUND — � - - _ _ LEDGE -..� � _ DRIVEWAY ASSOCIATES, INC. CONSULTING GEOTECHNICAL --a- - 14' LEDGE 1 ENGINEERS" DATED AUGUST 2003. 130 - 1 LEDGE — 4, 4' _ ------ LEDGE DRIVEWAY LEDGE -'' — � _ 24' DRIVEWAY 24' 120 DRIVEWAY HAWTHORNE COMMONS 11 SALEM, MASSACHUSETTS -1° RETAINING WALL SECTION 4 SECTION 5 10 0 5 SECTION 6 °� 1H0 ��� PLAN & SECTIONS 0 20 40 � SECTION 7 o IL I 77-::: ' 15 H .W. MOORE ASSOCIATES , INC . DATE: 9-24-03 0 HORIZONTAL & VERTICAL c� 2 3/19/04 BOULDER RETAINING WALL AT ENTRANCE HAL FAK HWM � 37- SCALE IN FEET o�FSS/QHA ENG1 10/6/03 CONSTRUCTION DOCUMENTS HAL FAK HWM ENGINEERS 8c PLANNERS SCALE: AS NOTED ISSUE DATE DESCRIPTION BY ICHKD. 1APP. I BOSTON, MASS. SHEET C7 OF C9 C:\2239\2239s36.dwg 03/22/2004 01:45:58 PM EST BRICK LINED WALL OF 3' 0.D. BRICK LINED GENERAL NOTES: MANHOLE oo ALTERNATE TOP SLAB � �- ALTERNATE TOP SLAB SHAPED INVERT WALL OF REINFORCED MEET 0 LOADING I � REINFORCED TO MEET H-20 LOADING MANHOLE 1. REINFORCED STEEL CONFORMS GENERAL NOTES: MORTAR MANHOLE FRAME & COVER • FRAME & GRATE ( LEBARON SET FRAME IN FULL TO LATEST ASTM SPEC. MORTAR 0.12 SQ.IN./ LINEAR Fr. 1. REINFORCED STEEL CONFORMS LF 248-2 ) AND 0.12 SQ.IN. BOTH TO LATEST ASTM SPEC. 2'-O"±1 BED OF MORTAR ~ ADJUST TO REQUIRED GRADE 0.12 SQ.IN. LINEAR FT. Z w/MIN. OF 2 OR MAX. OF 5 1"' DIA. DROP FRONT2'-O"t1" WAYS) BASE BOTTOM. / cv o DIAMETER 2. CONCRETE COMPRESSIVE I w I- BRICK COURSES. FRAME TO BE TYPE M.H. STEPS DIAMETER ADJUST TO REQUIRED GRADE AND 0.12 SQ.IN. (BOTH uj_ ao w SET IN FULL BED OF MORTAR. " STRENGTH-4000 PSI MIN. WAYS) BASE BOTTOM. _ �v 8 MIN. 3. MANHOLE DESIGN SPECS CONFORM 2• CONCRETE COMPRESSIVE BRICK SHELF V) SEE JOINT DETAILS Z 8 MIN. w/MIN. OF 2 OR MAX. OF 5 ° TO LATEST ASTM C-478 SPEC FOR STRENGTH-4000 PSI MIN. SLOPE 1"/FT. 4'-0"t1" DIAMETER PROVIDE "V" OPENINGS I-_ o BRICK COURSES N� 4=� BRICK SHELF "PRECAST REINFORCED CONCRETE 3. MANHOLE DESIGN SPECS CONFORM w v PLAN VIE1�J * C.I. HOOD +OUTSIDE OF PIPE 0 N PRECAST REINFORCED CONCRETE SLOPE 1 FT. MANHOLE SECTIONS." TO LATEST ASTM C-478 SPEC FOR OIL TRAP W o "PRECAST REINFORCED CONCRETE SECTIONS ITEM NO WEIGHT ( ) - +2" CLEARANCE = Z I 3 MANHOLE SECTIONS." i 1 CLEAR o w M.H. CONE SECTION o ❑PTI❑NAL 36 C❑VER " o �i STANDARD MANHOLE PLAN W/18' OPENING 1 �-0" RISER MC-MCB1 R 320 � MIN. 0.12 SQ. IN. STEEL PER �. 0 4 -0"t1" MIN. 0.12 SQ. IN. STEEL PER PLAN FRAME & COVER 2�-0~ RISER MC-MCB2R 640 = ACCORDING TO AASHTO IN " � " ACCORDING 0'AASHTO 1 CLEAR DIAMETER VERTICAL FOOT, PLACE FINISHED g 2 _0 8 CAST IRON FRAME & COVER 3 -0 RISER MC-MC63R 960 HEIGHT OF RISE DESIGNATION M199 GRADE -i- � 2'-0" BASE MC-MCB24B 820 5" MIN. I DESIGNATION Ml 2 CLEAR I.D. FINISHED RAD 3' 1'-6' 2'-0" BARREL MC-MCB24BS 640 d SECTIONS VARY GROUT � I� � # FROM 1 TO 4 . / MORTAR ALL JOINTS '_0~f1~ _ USE 2 TO 5 BRICK COURSES AS GROUT USE 2 TO 5 BRICK COURSES> 18 CONE MC-MCBC 3924 MORTAR ALL JOINTS \ DIAMETER NEEDED TO BRING MANHOLE AS NEEDED TO BRING MANHOLE •' MIN.- ' * OUTSIDE OF PIPE =1 RIM TO REQUIRED ELEVATION RIM TO REQUIRED ELEVATION T * HEIGHT OF RISER SECTIONS 5" 2'-s" MAX. +2" CLEARANCE of PRECAST REINFORCED PRECAST REINFORCED PIPE " BARREL VARY FROM 1'- 4'. SEE BASE DETAILS 1 LEAR DIAMETER PROVIDE 'V OPENINGS �- CONCRETE MANHOLE = CONCRETE MANHOLE EL --I�--- 1 CLEAR �� C " CONE MORTAR DAM CONE ~ ~ 1 CLEAR TWO COAT HEA I SECTION 0 NOTES: 5" MIN. -- 5 MIN. CEMENT CONCRETE CLASS A S VY BODIED TWO COATS HEAVY BODIED 1-#3 BAR AROUND OPENINGS INVERT ~ 3 000 PSI MINIMUM AFTER 28 DAYS. #3 BAR 5" MIN. o L #3 BAR FOR PIPES 18" DIAMETER COAL TAR EMULSION (SEE 8 •'• COAL TAR EMULSION 1. CONCRETE: 4, 0-RING RUBBER GASKET PRPOF� PLUG 0-RING RUBBER GASKET N N OVER, 1" COVER AT JOINTS AT JOINTS PRECAST UNIT T- AND 0 E , Al, z 6 2. FLAT COVER WITH CLEANOUT CAN BE USED IN � 1-1 2" MIN. y. -- 1-1/2 MIN. DUCTILE IRON WYE 2/-p• ' "" / PRECAST REINFORCED PRECAST CONCRETE REINFORCED SUMP PLACE OF CONE. Z PIPE OPENINGS TO BE PRECAST CONCRETE MANHOLE CONCRETE a Sgt i A 3, OPTIONAL ROUND CONCRETE COVER CAN BE USED IN � IN RISER SECTION BARREL ° .° �, BARREL "-' � } �. o ENCASEMENT " 5 MIN!590 . - 5 MIN. !- "� 5 MIN. i- 6 fi„ STEEL REINFORCED PLASTIC 3 ;. . ; PLACE ❑F CAST IRON FRAME AND COVER, �,� 04 N 48" 2!1 48" TYPE. MANHOLE STEPS AT 12" Z DROP CONN. ON CENTER � PRECAST BASE � PRECAST UNIT STEEL REINFORCED PLASTIC " ELEVATION OF BRICK SECTION VIEW TYPE CENTER LE STEPS �4T 12 5 MIN. ABOVE INVERT TO BE �� M JOINT DETAILS BASE DETAILS BRICK CHANNEL 1" C AR 0.8 DIAMETER OF PIPE YAR® DRAIN � "O MINI CATCH BASIN JOINT DETAILS BASE DETAILS ELEVATION OF BRICK P NF N DUCTILE IRON CAST R INF ED CONCRETE ABOVE INVERT TO BE MONOLITHIC SLAB MANHOLE BASE 1/4 BEND A': ; MONOLITHIC MANHOLE BASE (NOT TO SCALE) PRECAST CONCRE'T'E CATCH BASIN PRECAST CONCRETE DRAIN MANHOLE 0.8 DIAMETER OF PIPE4- GROUT BRICK CHANNEL GROUT LAB (NOT TO SCALE) (NOT TO SCALE) 6" WASHED GRA�STO E L OR 6" GRAVEL OR WASHED AS APPROVED BY 8" INLET PIPE 15" INLET PIPE 8" INLET PIPE SEAL w CAULK STONE AS APPROVED THE ENGINEER UNDISTURBED FROM ROOF DRAIN FROM DMH Al-1 FROM ROOF DRAIN INSIDE & OUTSIDE - BY THE ENGINEER EARTH OVERFLOW SPILLWAY UNDISTURBED EARTH 1 FT INSIDE CLEARANCE SEAL SEE 6" CONC. 8" INLET PIPE NOTE BELOW (TYP.) SECTION FROM ROOF DRAINS B f SECTION TYPICAL OUTSIDE ®ROES SEWER MANHOLE TYPICAL SEWER MANHOLE (NOT TO SCALE) A 12' �_ A • 1'-10' 1'-9"� 1'-9" . (NOT TO SCALE) (SMH & S .3) t 1 ' ' 0 C) ' ' rr , 6'I I 1/4" _ J ALUMINUM PLAPI VIEW EXTEND DTO FINISHED RADE 5" OUTLET PIPE ; TO DMH A2-8 1 8" x 8" POST ROTONDO LWT 8x10-20 ROTONDO LWT 8x10-60 WATERTIGHT TANK WATERTIGHT TANK . . . ' ..1. . SEE DETAIL BELOW END RAIL CENTERLINE OF INLET SEAL SEE 4" CONC. STEEL REINFORCED PLASTIC & ALUMINUM CHAMBER NOTE BELOW) (TYP.) TYPE MANHOLE STEPS AT 12" OPENING TO MATCH ON CENTER 39'-11" 117'-8" SECTION B-B ~ " 11'-4" 8"PVC OVERFLOW SPILLWAY 4 X 10 RAIL 1.=124.00 ELEV.=124.60 6" CONCRETE REINFORCED g" PVC FOR H-20 LOADING MANHOLE FRAME & c SECTIONS 0 8-PVC MANHOLE FRAME & PERFORATED COVER �,� I 15"RCP 1.=124.00 12" DIA. PERFORATED COVER WEIR & (TV. OF 2) g PLAN I /� ^I 1.=124.00 1.=123.30 15 OPENING 1.=117.00 a RIM ELEV.= ORIFICE RIM ELEV.= w N C,41 1- U-�'V "v, 0.5� SLOPE 24"RCP SECTIONS 0.5% SLOPE�00 15" RCP PLATES EL=117.90 FULL HEIGHT END SECTION ROADWAY e ° c� BARRIER ONLY (SEE PLANS) EL=117.70 EL=117.60 3" BED OF 9" BED OF _ `V SECTION B-B SECTtO�! A-A PEA STONE CRUSHED SEAL J --t I I = i I ~ STONE N _j I I I RAIL �n I I c� 3 S�O �� � �Ci � T C � � 1; B ---- _ , B ►� o -L I I I I ENp (NOT TO SCALE) i' 1=86.2 VT Al-2 3'-O'� N N w RAIL 4~ X i 1=89.2 VT Al-8� _ cV I of 1/2 CHAMFER Nf 10 I I POSTS o CAULK SEE rn _ POST I I o NOTE oo It o I SECTION B M >' ABOVE) N i� I I I I I I FINISHED GRADE N r I I 1 I ca I I I I I I DAMP PROOFING TO 'a " Q I ( "I I I I I MATERIAL VARIES I I SECTION A SEAL w STRIP FINISH GRADE 1 -O 0 I I I I I I I I FINALPROPOSED DE TOP OF BUTYL RUBBER 6" CRUSHED STONE BASE I I wl I I I I ALL WOOD TO RECEIVE I I BASEMENT f COMPOUND CSMOSE K-33 I I SLOPE LOWER LEVEL SECTION A-A FOUNDATION SLAB ON GRADE SUPPORT NET I I I I I I PRESERVATIVE TREATMENT I - ' SLOPEOR STABILITY ED WALL 6" MIN. 3/4- CRUSHED COUPLER » PREFABRICATED DRAINAGE �; STONE AROUND PIPE OR WIRE 1.5 TO 2'STAKES VORTEC�S GRI ■ CHi�1`F�WBER I I I I ( I I I COMPACTED ORDINARY FILL COMPOSITE MIRADRAIN FILTER FABRIC 0 GROUND 6000 OR EQ.) TO 4' DIA. PERFORATED " SPOSTPACED P S�G�\0� .(OR APPROVED ALTERNATE " I- -J L- - J L - -1 L_ - J OUTSIDE BUILDING & COMPACTED FINISHED GRADE VAPORPVC PIPE STRUCTURAL FILL INSIDE BARRIER ® 12"O.C. A �GwO (NOT TO SCALE) BUILDING BETWEEN UPPER V-0" & LOWER LEVEL._- MIN. .• . VT Al -2 MODEL 5000 x 7'W " MIN s" MIN VT A2-2 MODEL 1000 �13'1_ ' � I SINGLE FACE WOO® GUAR® RAIL DETAIL ,� FILTER FABRIC y - _- '� '•' BACKFILL ® ! e e i MIRAFI, 140N, OR EQUIV. T ®RA16� .SCE-IEDULE -� FILTER FABRIC (NOT TO SCALE) 6" MIN. 3/4- CRUSHED �' -- - ON UNDISTURBED STONE AROUND PIPE , SUBGRADE SOIL CRUSHED STONE NATIVE SOIL STRUCTURE RIM ELEV. INVERT ELEV. STRUCTURE RIM ELEV. INVERT ELEV. DO NOT EXCAVATE 2 4" PERFORATED UNDISTURBED NATURAL HA SEE SHEET C8 FOR CHAMBER I & 11 DETAIL EX. DMH 101.5 96.70 - 15"IN BELOW THIS LINE 1 �� DIA. PER 0 PVC PIPE GLACIAL TILL DEPOSIT DMH A2-1 101.9 8.4 i OR STRUCTURAL FILL JOINING SECTIONS OF SILTATION FENCE DMH Al-1 138.6 135.00 - 15" IN CB A2-1-1 103.0 98.80 PERIMETER & UE�DERSLAB DRAINAGE DETAIL24.50 - 15„ OUT VT A2-2 102.0 98.50 (NOT TO SCALE) HAYBALES & SILTATION FENCE DMH AlAl-2 147.0 137.60 - 15 VARIES 144.00 - 8" RD DMH A2-3 102.8 98.80 (NOT TO SCALE) DMH Al-2A 152.0 147.00 CB A2-3-1 102.7 99.00 CB A2-3-2 102.7 99.00 2 OR 3 WAY ROTATE HYDRANT VT Al-3 148.0 137.70 DMH A2-3A 109.0 105.00 - IN CONNECTION AS REQUIRED DMH Al-4 148.6 143.50 - 12"(CB, DMH Al-4A) 104.00 - OUT AS REQUIRED 138.30 - 15" OUT DMH A2-4 117.0 113.00 - CB's HYDRANT TO BE ADJUSTED 138.05 - 12-(DMH Al-5) 110.00 - 12" OUT �+ Q �CB Al - -1 148.6 143.80 CB A2-4-1 117.5 113.30 ADJUSTABLE VALVE TO GRADE AS REQUIRED NEW PAVEMENT OR SEWER SCHEDULE MH A.1-4A 1 .8 144.00 CB A2-4-2 117.5 113.30 BOX & COVER PAVEMENT REPLACEMENT CROSS COUNTRY CB Al -4 A-1 148.5 144.40 DMH A2-5 101.6 98.00 - 12" �p SEE SITE PLAN AREA BUILDING 5 ,I I PAVEMENT SEE PLAN FOR FINISH ROOF CLEANOUT PLUG ~ STRUCTURE RIM ELEV. INVERT ELEV. B Al -4A-2 149.8 144.70 97.75 - 15" FINISH GRADE MIN, SURFACE MATERIALS FINISH GRADE 12 X 12 CI FRAME DMH Al-5 149.3 144.50 - CB CB A2-5-1 101.7 98.20 DRAIN AND COVER EX SMH 103.75 95.90 138.60 - 12" IN, OUT CB A2-1-2 102.5 98.60 ��� IIIII�III GRAVEL SUBBASE - - 3" SMH 1 103.6 96.50 CB Al-5-1 149.2 144.80 DMH A2-6 104.0 98.50 - 15" STT=ll�-I I�-Ijll- I 1 -I I-I-JJ_ I I-I I I AS SPECIFIED EARTH BACKFILL PLACED DROP SMH 2 127.0 121.00 IN DMH Al-6 146.4 142.30 - CB DMH A2-8 128.0 116.25 & COMPACTED IN 12 111.00 OUT 139.65 - 12" IN, OUT YD Al-2-1 148.5 145.50 > _ UNDISTURBED AND - I LIFTS, NO STONES FOR LOCATION UNYIELDING - LARGER THAN 6" SEE SITE PLAN o 2"x4"x8" MORTARED DROP SMH 3 138.5 129.50 IN CB Al -6-1 146.8 142.60 YD Al-2-2 149.5 145.50 4 . 124.50 OUT CB Al -6-2 144.4 140.20 YD Al-28-2 150.5 147.50 U - MATERIAL CONTRACTORS A TUAL EXCAVATION I r SEWER BRICK ) ~ TRENCH WIDTH --� BUILDING N BLDG 6 - 134.50 DMH Al-7 145.5 141.30 - 12 DMH Al-8 YD Al-28-1 153.0 150.00 -i UNDISTURBED = a CLEANOUT " _ BOX 2 -6 SMH 4 138.3 132.00 139.85 - CB's, 12 OUT I I - EARTH 4 BLDG 7 - 132.80 CB Al -7-2 143.9 140.20 Z SPACE M.J. FITTINGS z _ LINE OF NARROW . a SMH 5 139.3 133.00 DMH Al-8 152.1 147.00 (TMP.) TRENCH LIMIT w 2 w 2 6" BLDG 8 136.50 CB Al -8-1 151.5 147.30 NO LEDGE OR UNEXCAVATED WATER o - SHEETING IF USED SHALL BE MATERIALS SHALL PROJECT PVC CONCRETE SMH 6 149.4 136.10 CB Al -8-2 151.5 147.80 " BEYOND THIS LINE . to Z , SMH 7 151.5 139.20 DMH Al-9 139.0 130.30 - 8 , I •' LEFT IN PLACE BELOW THE I FILL �- MAIN i';. •,;,.;.� ~ ~ UNE OF NARROW TRENCH �,, ;,� BLDG 9 - 139.80 5 DMH Al-10 139.8 132.50 II TEE ; . CLASS C CONC. LIMIT EXCEPT WHERE ZH OF OTHERWISE INDICATED OR D = PIPE DIAMETER BACKING AGAINST _I •``d:'`• :. :� ' DIRECTED SEE UTILITY PLAN 6" PVC WYE �o ''- .+ UNDISTURBED EARTH `:;'•.;: �' - COMPACTED SELECT M H AWT H O R N E COMMONS -I I '.::'`•,i'.,`.::•::` •` '';!'; BACKFILL ems,. PVC RE ' ;;';',�, • \16" GATE COMPACTED CRUSHED co P ' .:�';:. •;�•� ;.. VALVE o STONE LUG INV. . 193150 i VA V _ _ SEE PLAN �isr�aSALEM, MASSACHUSETTS �l Ir I r 1i1iiluT l ml l IJ1T� I N1 IIT11 I - -} PROVIDE 7 CU. FT. LIMITS OF EXCAVATION LIMITS OF EXCAVATION 2 TIE RODS TMP. I - 1/2" TO 1 " CRUSHED FOR EARTH EXCAVATION FOR ROCK EXCAVATION -II mll-lm-1�11� STONE OR BANK RUN & BACKFILL HALF SECTION & BACKFILL SITE (1 EACH SIDE) GRAVEL GRAVEL TO AT LEAST IN EARTH RAIN R CKON UNDISTURBED D BEDDING 6" ABOVE DRAIN HOLES MATERIAL 5 2/03/04 DRAINAGE SCHEDULE HAL FAK HWM CLASS "C" CONC. 'TYPICAL TRENCH DETAIL ROOF ®RAMI 4 10/15/03 CONSTRUCTION DOCUMENTS HAL FAK HWM BACKING AGAINST 3 10/6/03 CONSTRUCTION DOCUMENTS HAL FAK HWM I--I.W.MOORE ASSOCIATES INC. DATE: 5-13-03 UNDISTURBED EARTH TYPICAL HYDRANT & VALVE FOR SEWER & WATER CONNECTION DETAIL DRAIN & SEWER CLEAMOU'T (CO) 2 9/24/03 CONSTRUCTION DOCUMENTS HAL FAK HWM (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) ENGINEERS & PLANNERS SCALE: AS NOTED xx 1 7/7/03 SEWER & DRAIN SCHEDULE JPG RAT HWM ISSUE DATE DESCRIPTION BY CHKD. APP. BOSTON, MASS. SHEET C8 OF C9 C1\2239\2239covr4-DET6.dwg 2/3/2004 2d140 PM EST J _.___ . _. _ _ �, i � ,_ W SEE PLAN U UNDISTURBED CAP UNIT Z W 4 CEM. BROOM W \\t Z CONC. WALK FINISH EARTH ADHERE .TO TOP UNIT Li- BOULDER SLOPE �, �\\�\�\� a W GRADE W/VERSA-LOK CAP UNIT ADHERES L1_ 6x6 WW MESH FINSIHED FIN/ TYPICAL DETAIL ;fir \� CONCRETE ADHESIVE W/VERSA-LOK MIN. 12" THICK " C IMPERVIOUS FILL S- 1/4 /FT 2 3 D IMPERVIOUS FILL � "-' -"- F SN RAD \� / CONCRETE ADHESIVE -ILL-11 l,;�l�i OR SPECIFIC CSEE PLAN ,� \\� (8 MIN.) \\ \\//\\//\� MIN. 12 THICK •GEOSYNTHETIC REINFORCEMENT i�h��lll�llll=i III_I� �I t. ONDITION \..." , . \\\ , \V% /\ \\/\\ \\ SEE PROFILE DRAWINGS IIT _ _ _,I-' _ - - _ -ail=i_i�liI=III=III-III-IIIA S Y \i �i\\\% \ \/\/\/ Ir r = - - - - I I-I I 1=1 T�=T-I7= 1 - - - _JET-I I I-II III-I I f TI I I • � � / / / / VIII II•i••,II I I � I•• . \ i r :' \ , � -ctrl BLASTED QUARRY STONE �\ :.•:•_ .. .. :.. � � ��.�.�� r\� \ \ FOR LENGTH, TYPE, AND SPACING II��r-t \ - \ MIN. 0.5 TO 1.0 C.Y. EACH �r :"'.'... \\ �\r\��\ �� �\r\\, ,\i\ . ,,, / . \ Y \\� \ \\ ' GRAVEL BORROW \ �\ _ \\\ X VERSA-LOK MODULAR / j\\j\/j\ NOTE• \ - '», CONCRETE UNITS y� , t-t �� -I I I- 1. CONTROL JOINTS EVERY 6' MIN. \-\\ \r\��\\ / - RETAINED BACKFILL _I 1 _ I I I-- 2. PREMOLDED JOINT FILLER EVERY 30' r PLAN - HORIZ. & VERT. BEND " , CHINKS AS REQUIRED �\ ♦ DRAINAGE FILL -III-I I \ VERSA-LOK "' 12 THICK MIN. I I(=I I .'- DRAINIAGE FILL UNDISTURBED \ MODULAR CONCRETE - - I " 1 \ 1 ,:` . -III III 12 TiHICK MIN. CEMENT CONCRETE SIDEWALK 00 PLAN - TEE & PLUG FACING UNITS III-I �/� �APPROX. TOE OF SLOPE J K L M N 0 \/ \/\/ Q � � SIZE OF ., / / // //\ EXCAVATION LIME (NOT TO SCALE) BRANCH t ' /�y/ /,\;� APPROX. "'` \y 4" DIA. DRAIN PIPE �.. 0 �I- 0 4" THRU 8" 10" 10" 1'-0" 2'-0" 1'-6" 10" ;j\/�\j�\\'�/ EXCAVATION LINE OUTLET ® END OF WVALL FINIS GRADE " „ " , :,,, .�. GRADED SLOPE o \\ 10 THRU 16 1 -0 1 -6 1 -8 3 -10 2 -10 1 -6 .•' \\/\\/ OR C� 40 CENTERS MAX. WITH 4"-12" STONE BED L OR Y �\ • .' 24" 1'-4" 2'-0" 2'-6" 5'-0" 3'-6" 1'-8" ' : % //\//\ 0 Qj 2'-0" MIN =� .:: .• \� ,, .��\/\� GRANULAR LEVELING PAD �6� \ '• r z 6" MIN. THICKNESS T� _ �� ',•�' D 4 ::' \�� TEES & PLUGS REINFORCED BACKFILL - • • •• . 0 00 12" DEPTH \\moi \r�\\%\�\\ \i\\�\%\\\�\� COMPACTED 95% OF MAXIMUM .T • • '. ••, . ' . 9 \\i�_%I I ,\ i ter\\ �� , . to 4 4 90' & 45' BENDS 22-1/2 & 11-1/4 _ \/\/ STANDARD PROCTOR DENSITY FOR WALLS 4-FOOT IN IIEIGHT OR LESS `'.a. ao D D _ I•' ,. 1 • FA �� II •• CE 3 TO 5 UNDISTURBED '- \\ \\ . D 4" TO 8" 10" TO 16" 24" 4" TO 8" 10" TO 16" 24" =II //j// 4" DIA. DRA{N PIPE a •I•• ;�. SIDE (VARIES) EARTH " " , " „ - / OUTLET ® END OF WALL VERSA■LOLL UNIREINFORCEED RETAINIM tUALL .' • '` . ''„ TWO No. 3 X 1 -13 3 -4 3 -6 1 -4 2 -0 3 -6 �i ` Y 1'-2" 1'-8" 2'-4" 1'-0" 1'-2" 2'_4" I I I=I „• " OR ® 40 CENTERS MAX. LENGTH/SEE DATA CHART _ 7 REBAR TYPICAL SECTION I I I-I SLOPE TO DRAIN (1/s /FT.) MiGIDULAR CCIZCRETE URUT I - �� .TEES, BENDS & PLUGS BENDS -III=III-III- W/FILTER FABRIC ACE SIDE ELEV. END EL.EV. �'CA� SCIC I I-- 11-- \ NOT TO SCALE f _, , ,. GRANULAR LEVELING PAD PLAC ® B®� .D '� SLOP THRUST BLOCK DETALLS 6" THICK MIN• NOTES: (NOT TO SCALE) FOR WALLS GREATER THAN 4-FOOT IN HEIGHT 1.) CONCRETE STRENGTH Vc 4,000 PSI DATA CHART NOT TO SCALE 6/6#10 WWM ® 28 DAYS. DENSITY 150 PCF. VERSA-LOK REINS ORCED RETAINH�� WAL1. APPGHT VERSA-LOK 2.) CEMENT, PORTLAND TYPE I OR III LENGTH WEIGHT PER ASTM C150-81. 3 -0 365 LBS. wALL 8 CONCRETE COMPACTOR PAD 3.) ADMIXTURES, AIR & PLASTICIZERS 4. -0 487 LBS. MODULAR CONCRETE: URIT x-x-x-x-X-x- x-x-x PER ASTM C233-82. 5 -0 609 LBS. ' SH ) AIR ENTRAINMENT 5%-7%. - NOT TO SC o- I--, --- ALE 1 - - �_ 8 GRAVEL BASE _ _ L __ G , i. 1 ..- n X ' r o ' TOP OF. SLOPE r� - + . -+ _1 ; Y_' -II a u-II I ti � ': r - y - - - PR CAS"1r" COG CRETE CURB ELEV =125 Dt ' , I FIRST STREET , ' o - _ _ � II - 1�34 - I 11 ' '�_, - - . - - - - - - - - - - o - +.._t _ _ (NOT TO SCALE) _.. L_ 1 j. _ - _ f - .. .. I _. _.. L-i- - +.f I 1 1 I 12 :�- L ., 1 - 8" GRAVEL BASE VARIES _ - t _- t 11 4 1 4 1 24 5 CEM. CONC. 4 2 4 ROCKDCUT ,�_ - �_ 2 TO _T 0'. ,Y _._ ?._ _ 1 - - sIDEwALK EE PLA _ a -i- - - - L I�. -1-L ' 1 , E t --- = r - -I - _ _ - TOE F:-SLOP i_ ._ �._ .i- i..!_.; r is - -I' -- ' T- OP COU SEG I PROP: ELEV _104.01 +., :-- B1 M `I I 2 BINDER COURSE - C® IMPAC ®� PA® 1 BIT. CONC. FINISH �. GRADE , t - _ 1 s r.. �1 " - C P I-1 ) r _ + , - I F_ L ; i._ i r i - +__ 6" LO 12' GR I SE TY E -+ a T , + > AM AVEL CHOKE LAYER 6 LOAM _ (NOT TO SCALE) OUR (TYP• i , ;- & SEE i +y., - I ; T_. & SEED BASE COURSE 3 8 CRUSHED - „ ' ..t ?-..,._ 1. _r-+ I f_: , :T t..r .t._ _ ,.� _ + I +_ .. . I T N - IT. CONC. BINDER - - 1 rY T r + i T I � t �� ? F i"_ S 0 E ECCURB ON RESERVED COURSE TYPE I-1 (TYP.) L I-- - 1 ;- I �T : 1 ' , _ r _1_:._ S=1/4" / FT. ,5' PARKING 11Q . �._- I ,---- I_ W;- 11, --- _._ :_U) r r I RESERVED RESERVED I-'_J 0) I i- '�- PARKING PARKING PRECAST CONC. CURB -T-` --' -J I II'--;- -'- -1--; -I ' /XiST -�--' -?--t=- i-T' -�-t. y-__ .r.-_ , , s__ t__. i i r O - I -r ,- +-, - -- _i __._i_ - « ':2 MIN. SHATTE ED ROCK ZONE' -*--- = - - + : TYP. T� + 1 HANDICAP PARKING LOAM & i - __ - �► _ - ;_. ..: _wJ-._4._,_.,_ t_+. ..,_._ ' ;. -6_._.1- _i i.:i-_. _L_._._ L_: , .`. •I L �. �, L - , I , RADE. - - - - - _ (.-1► C,,v SIGN TYP. SEED 0� -- , = 1-i--;- RAMP ® RAMP ® SLOPE VARIES ��.qv► �+ -_ L }- t_ , Q�OsE�'F - ` � - ' *�._ ��- l . �?- �CA� AC�/ S ���® 7.5% MAX. 7.5% MAX. PLAN o-I-,-R'- _ - _ I� _.. 144 - t-I - / (SEE ) _ _ .. N• .. -I - 1 - [fes' ,' wig.] tl T ® ■ ®C �� h �'; 'I -i 'ti t• 1 as 1 - t ,.. - _-I-.... f . 4 1. l I . �._, : , r r ' .i H. _�. _ _ __ _ . . • . t• • I' « . ,,ryry.� 4 1 •I 1, VI+' l 7' I• . S , I , , �:., NOT TO SCALE :.II ' `�'.' t _L� IN i `LEVEL LAND G AREA•. , I •4' t I' T. w. CURB FLUSH TO GUTTER' �, 12 GRAVEL 8 DI SEWER'i , _ __.,_ `e _, _._�._ 5 C M �� �'' E ENT CON . -- =- --- - - C. WALK I r' 1 ♦'. - P BASE TY _ - _ to - - - S O. 46 T M1 �Q _ . ---+ -r - - - - - - - - 1 12 12 ( SEE LAYOUT PLAN 6' TRANS. PARKING LOT SEIVER PROFILE: 2" B NDER COURSE (�> TYPICAL SECTION " � �� CONCRETE CURB " NOT TO SCALE SCALE: 1 =10 6 LOAM & SEED (TYPICAL) 12" GRAVEL BASE COURSE 4 CEM. CONC. i -1/4" PER FOOT 1 4" PER FOOT ---i- I SPECIFICATIONS 4" PAINTf �° 50 CM (19.T) 16.7 CM (6.6') 25 CM (9.8'� UNIT SIZE - 50 CM X 50 CM X 2.5 CM 9'-0" 8'-0" 8 -0" 8'-0" 8'-0" 5'-0" 8'-0" 9'-0" 8" GRAVEL AVAILABLE IN 9 STANDARD ROLL COMPACTED SUBGRADE g,gSE STANDARD SIZE ANDICAIP BA PAINTED ANDICAP BA ANDICAP BA AINTE ANDICAP BA STANDARD SIZE SIZES PARKING ISLAND I AND PARKING � PLCAL ACCSS ®A® SCI®N SPACE SPACE I UNIT WEIGHT - 465 GRAMS (16.4 OZ) OR 1.86 KG (4.1 POUNUDS/M ) STRENGTH - 402 KG/CM (5720 PSI) NOT TO SCALE , COLOR - BLACK (STANDARD) , _- :_ ; RESIN - - r , Ob ; t r _.:_. __ ___. ._:__.. .__.: _._ -- _ __ t__' ;_ __ RECYCLED HDPE LDPE _ . ._ _._. .___, ,__,. v______r NOTE. ALL EELCHAIR RAMPS SHALL MEET ADA RE UIREMENTS �_,..___:__:__ ___ v _ ___ _t_._ i_1_ WH I . , , I : - - - - -- _ ..._ _ __ .__ 'n ---- 1 i N _ __. ._ __.._._._ __,_ _._.. _a_. i , T ' ,^ - - --�..:._... ...._ ......_ - . .. i A - - - . , : - j- - A A ' PLAN _ _ - _s.. _J_- .__L_ i_ i i i - - r' - - - I -- '- + - - -- - - - -1 - i---+ i I i {_,- , r i .. ..- a , i 1 - , _J.. t 1 _ I I j - .._, I . r c I I I I . ; + _ i _ ee _-- --.-- -,'- GRAS PA AR I : II ( I ; , : I T i I t -Y a + i - - - - - - '"t--- - - - t_L , _- - - _J."'1'-i - - i : I� -.� , I , I I �.._..._. .__, __.__..i_r. __,....._.,.. ,..__. _-.__ ._-.,... ._._.__ .._ _. _ _ I -t , FIRST STR I 1 , j( - -- : I - - I , , , i I I••) ; i.. - __:._ - -- ._- T _ _ �, _ y_... __ 0 TO SC -- __ L , N ALE 1 t -i I ; GRADE - _ _ _ _� -- - i r , • T , ADJACENT GRASSPAVE S UARES ; , I : : t v-' r - -, -- - - y . t : : f -r T y ,. _._,..__._.L..._.:--._ :... .__-i--1. _`_-_'�... __ .:�.__ .4-i... -:.__._._-.., i r: -- - - - ? t I r 1C; r - 1_. _ -,. .- . --- - - -- - -_ - - -- i i t ' i I 1 , { I , , ERSA OK ` _ _ _ _ _ _ _ _ _ _ .__ _ _ _ -_ _ _ _ _ _ I I , t : : I r T 11 . i - _., - - -._.,. -_.._ ., .._�.__.-. -- i r 1. _ 1 ._ _ - .,._.._......_ _.._ ._.I._ .. 1 1 , 1 : , r t , , f t t-�- + ! _l.. 4 .J.._.1 l.._-i. _ __i. _�...__.:- .._.._ ___1.:. .>.. _ ...1. r _ . yV A N r 7 ,- - ..;.. - i , � /�� . __._-I , I , { ..r. "i r } . I r 1 r r. L.. - ._�_-' - _ _ t.1_�.�.�--__t_-_y -- _ _ _ _ _-�_.I _ _ -1._.T _ _ ,._ _ .. I I : .._.I .. .1. .. -.._L._.._. .._ .,-____._._... _ I I I : . --- J_ __ _.. _ - t _ I _,_�_. .._T _ _, .. - _._._ .; I J i t 1 i f 1 ' 1 : I . , I .. . ...-..,-. ._.._ _______ ,._.....L L 3 1 I _ ,- -, t- T _ _ _ _ _ _ _ _ _ _ _ _-- _ SEE E LARGE E BELO I t r -1 r - - -- - -? - -r- - ---- - - - 6 0 L.. i 1 1 s- �2� _s .:_ --t r - I - i -1.- , X11-"�^ i 1 - 1 L_ IL_ r t 1 L83CM3.3 _ -- .., 1 - r Cfl _ .L-_ 4 t . Y _._ _._,___.. __.__,_ _. _: . _:_ t_ ' _ HYDROGROW MIX BELOW RING r - - - - - - r --1- -r- j1. _-_ _ --i_L 1 .0 _ 2.3 CM 0.9 I is') I I , I 7 •.fllA rI I c r-- -I - - Vit- - .r .. -t _ �_.-_L. .__: ___. _ _.....1_ _- _:_-__.. ;; SUPPIJED FREE BY MANUFACTURER 1 + qi I T QI. , r - ---: - -- --�-I -, - T - 6 CM LQ _1`<r E -- I I , � (2 \ , I I I I f Z , , IQ : ; I 2 + i r r -i (/I r-' - - - - - -- --�--, ,_ - -r' 1 --•-i + +- - -- - - -- - _'--._ r d a _ _ 1-' -- - rnrn i i t r t + 0- , -i ' -- :.GRAD -' -- '_ • , + . t ,-� - - - - -_ -- - - -+ - : CONCRETE SAND SHARP SAN _. _..,- ....L .... .1._..__.._. _.t._L..a_ _. , 1 . II. II 1 11 r _ -t-. _.._L._.. ....:. -. I - 1 .-t x II II C D U � I _ '_1. ti�' r C T I I I i -r - - - r - �J�1- . __- ---_ .. __. __,_.._ _ __ _ y : t , t r Z f v r 4 - , , . , I 1 , 1 T {- H - - -. - -- t f' r - - - - - -- - - - --i o 0 0 0 0 0 0 0 0 0 0 0 o Z Tl_.' p MPA AN 7" CO CTED S DY GRAVEL t _ -. _ _ __. _.._i_ _._ _._._..... __.. .. .__. _......_.:_.i__.__._ __,_ _ _.._...__.._..-....;. _ .. _ , : , i O O O O O O O O O O O O O O O O O - O ; r _.._, .__._. _t._._ _.__ .,._._ _, o G . o i r . __-..... ..._.. .._...-._ ...�. A-_ j 1` i I i : i : ' r- i � � I r -r- - - - - - - - - I ,.- - rn�rn��'_ o 0 o a � EPTH OF SE TO BE �- _ , . __- ; , : , , : ; , : , , _ . ' � , ,� , � - ', : ;-_ , .;_,. ,._-: � -__ .� ,-,. ; - ._ - ' : - -'-;'- . �: �...:t�rnry s, ''� o��o �o�o �o 0 0 0 �o ��o 0 0 �o� � �_ (D BASE COUR : , - 1 ; . . : - o 0 0 0 0 0 0 0 0 o t W `GLJC✓ ..-._. - _-_.._... _... -_.-.. _..a ..,__ _ - _- - . -.- _ --,_-.. __ BY ON SITE ENGINEE : I � DETERMINED 1 R i i - Y.t - I - - - - - - _1..- � - _. - . . ._.__• - - - - - - 1. 15 R r I _ 1, f r , -.-.:_--- - :_�-,___-..15 :_ RCP_.:DRA1N _._. _ I__C i. :_ _ _i. .. - - - - - - S_ - - - - -}- - - - - - - - COMPACTED SUBGRADE o r. _ _I I I_I I I_I I I_ _ -- _. I _. ___._ _" - _ ._ : .- ,0 4 r -- ; ' I I III I 1 I-I I _III-1 I I-I I I- , T -- - _ _ _ , I - - - - - , - - . - - - -+ ---I-. -- - 4 7I _.. - 0. 5 - - - - - - - __ _ _..�__ -- __ �. - _' - - - - - » - - - - , PROCTOR DENSITY �_- ______ 95% MODIFl ED : : i r _ - - - 1 II I I II , I _;. r . --- r_---- _. -- - N - -_1 TOP OF GRASS ROOT MASS 6 MM EXIST• 12" DRAINS TO BE 1 4 ABOVE TOP OF RING DRA1� OIL REPLACED WITH 15 DRAINS ( / ,. '- - - - SCALE: 1"=10' », ,. •:, PEG AND HOLE GRASSPAVE ATT H 'd•; .�. - ; •. .�,: PRECAST CONC.: CURB I r---4•-IQH•� ROOT MASS TO FlLL \` .,...1, , o 0 0 0 0 0 0 0 0 0 o GRASSPAVE2 AS SHOWN � - 6' TRANS. CURB COMPACTED SANDY GRAVEL 6" x 0.5" 6.5" LATCH `.•`l;:L 5► ENLARGEiENT BASE COURSE GATE HINGES HARDWARE •+ 32. Grasspave2 •,��, , I CATCH (FLUSH CURB) ASIN 10' FENCE Available from Invisible Structures Inc. 1597 COLE BLVD. ' - I B (SEE LSCP PLANS) SU(TE 310 ... �; ,> t GOLDEN, COLORADO 80401 �;;... : ,1:,:. ',;, :�; :...::' ; GRASS RINGS - - ,,::• •�` :ISI :•+},'«.,',„:r Y•., •,::y,'H s 1•: ,1; •.1.•^ ,/� .,1:• ••�•• 'i.`� i.•�.wJ�1 �� " :� . :4.,. 1:800 233 1510 .�,.'� • .•7'• l.. ••y' ',�•. ••�i ,•. Y. i t. v 4'.. •'.. '..f ' ^. y' •1. N ��•• T T ice': 0 0 SCAL E I~ r• �_ �t� •'1. iw,.. •I• li f' :� HAIN `•��' II _ C AND LOCK =:;'• __� - S ? SEE MANUFACTURES SPECIFICATION FOR TECHNICAL �'��' :I' '--�... i' I F' �`w J3 t �4. •a,-f i j I I I('I -� I : I I f -. .,- ' � ., ,. :.,: 4: `�� <;�' - DETAILS AND METHODS OF INSTALLATION. 2.5 GALVANIZED GATE FRAME ,,:,. .. : -��� j 1 I i� 1= I " :•: -,-, . ,# ; t': - �• ; : ' I� PREC T CONC.. URB a. :..:. 1PREC ST CONC. CURB +� " �:: GRASSPAl� 2 / .>.:;.,:•.:: i %: 8' CHAIN LINK FEN E 6 GALVANIZED GATE POST 8, C AIN LINK ;. - W/ SLAT (EMERGENCY �'I�i� �A�� ®�i�LY� (NOT TO SCALE) ':. SLAT " .; , h- ` BIT. CON a . :`*,., �'° ',},,y RECYCLE AREA r Q NOTE: �f,.. , c CONCRETE SHALL BE 3000 PSI Q I I BIT. ONC. ,,.� a�; (8.5'x :18 ) - H AWT H 0 R N E C 0 M M 0 I: CONCRETE _ _ i �' - EMER ENCY i',; . ��w .' ; o to I I II I~ SPIL KIT AREA RECYCLE BINS SALEM, MASSACHUSETTS M d l PRECAST CONC. 3 spaces PRECAST CONC. CURB �--� . 1-J • CURB - a 10' CHAIN LINK FENCE w/'SLATS SITE DETAILS ����tla o�r''�s� ��� HAROLD G 4 3/19/04 PROP. GRADE OF DRAIN PROFILE HAL FAK HWM T L..1 WILLI H .W.MOORE ASSOCIATES INC. /� �+ -, 3 10/15/03 CONSTRUCTION DOCUMENTS HAL FAK HWM ACCESS GATE DETAIL 1'-6„ " - , < , - 19315 H 2 10 6 03 CONSTRUCTION DOCUMENTS HAL FAK HWM DATE: 5-13-03 SCALE: 1"=2' �sTEa�°�� / / RUBBISH DISPOSAL & RE:CYCLING AREA DETAIL S,o G\�� 1 9/24/03 CONSTRUCTION DOCUMENTS HAL FAK HWM ENGINEERS & PLANNERS SCALE: AS NOTED SCALE: 1"=10' HAL E� ISSUE DATE DESCRIPTION BY CHKD. APP. BOSTON, MASS. SHEET C9 OF C9 CI\2239\2239covr5-DET7.dwg 03/22/2004 03124,37 PM EST ____ _-- -- -- -- .__ _ - _..._ - , - _-_ -- --- - _ --- - __ --_ _ - - . . ._ -.._L_ _ -- ��:. I I l II i — I LAN — I HALL LOCATE AN6VEFttFY EITILITY LINE LOCATIONS PRIOR ' TO LANTIt ORT ANY CONFLICTS TO L.A. NO PLANTING WILL OCCUR DIRECTLY OVER UTILITY LINES I i 2. NO PLANTS SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. ' AL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISH GRADE AS TO ORIGINAL GRADE BEFORE DIGGING.! I 3. AL PLANT MATERIAL SHALL CONFORM TO GUIDELINES ESTABLISHED BY l "T E AMERICAN STANDARD FOR NURSERY STOCK"PUBLISHED BY THE AMERICAN ASSOCIATION OF N RSERYMEN,INC. I l 4. C NTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUANTITIES SUFFICIENT 3' HYDROSEED EDGE: T COMPLETE ALL PLANTINGS SHOWN ON THIS DRAWING. 345 COMPACT BURNING BUSH, PLANT IN DOUBLE STAGGERED ROW, 3'O.C. 5. A L PLANT MATERIALS TO BE INSPECTED BY L.A.PRIOR TO COMMENCING OF PLANTING OPERATIONS. - TIFY L.A.AT LEAST 48 HOURS IN ADVANCE OF ALL PLANNED PLANTING OPERATIONS AND IDENTIFY ! I PECIFIC MATERIAL AND ITS LOCATION. LL PLANTS TO BE BALLED IN BURLAP OR CONTAINER GROWN. I ! LL PLANTS 1L�AINE_ D AS SPECIFIED. i g. ! LL PLANTS SHALL BE GUARANTEED FOR A PERIOD OF ONE FULL YEAR ! AFTER COMPLETION AND ACCEPTANCE OF ENTIRE PROJECT. i 4 JAP.TREE LILAC I ' LANDSCAPE L.O.W. FOLLOWS 9. ! ALL SHRUB BEDS TO BE MULCHED WITH MINIMUM 3"MULCH,NO HEMLOCK MULCH. l BACK EDGE OF CURB 13 1 . ! CONTRACTOR IS RESPONSIBLE FOR DAMAGE INSIDE AND OUTSIDE LIMIT OFWORK DUE TO CONTRACT ' 3 LOW SPR. _ SHRUB PLANTING ON SLOPE OPERATIONS. ALL AREAS DISTURBED SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. 1 YEW 4 ALBUM RHODODENDRON _5 ► CONTRACTOR TO STAKE ALL PLANT LOCATIONS FOR APPROVAL BY L.A.PRIOR TO INSTALLATION. ANNUALS i BY OWNER _ _ - - - - - - - - - - - - - - - - - - - - 4COMPACTBUCi?J'sNGBUSH ► I 1 _ — _ _ _ _ _ _ _ - - - 7 DORA AMATEIS RHOD. ! - - - - - - - - - - - - - - - _ EXISTING WOODED LEDGE SLOPE 4 OAKLEAF HYDRANGEA rl 5 COMPACT BURNING BUSH ! 3 ALBUM .� W� K BY LANDSCAPE CONTRACTOR: + RHOD. 4 BAYBERRY ' 1. LANDSCAPE CONTRACTOR TO PROVIDE DESIGN/BUILD IRRIGATION SYSTEM ` + + ` FOR LANDSCAPE ARCHITECTS TO REVIEW. INCLUDE LOCATION OF CLOCK AND r + ,�'... NUMBER OF ZONES. INDICATE LOCATIONS OF SLEEVES. LIMIT OF IRRIGATION IS 1 S INDICATED ON THE DRAWINGS. ALL PLANTED AREAS TO BE IRRIGATED. .. 2. _ LL VA LYES T _ OBEL OCATE 1 D N VA O LVE C NTR OL BOXES BY LAN DS AP C ECO T :. L . O E S .M . .SSS OP =�- N RA CTOR. . -r I �. ALL IRRIGATION ALBUM TION LIN 5 U OD. P E CONN 6 COM .AGT B RNIN CONNECTIONS 0 U G B H�:�:�•�'.••_��_����:';�:��•::,.:.-:_:•.:- HYDRO Ns T e I G US DR E MAD I O '' EWTHIN INSERT FI '' ` UNI -B"•-•• AN TWO I :-:=::5-Cp R US�FI�.:-�-:��.:�::".:-:�:-•�.:�:•'.:��:��.:�:-'.:�•.�-•-:•:-'.:�••. -.:':�.:-�•�-- :":-..--..'.•:'.:•-:�-.:':'.:�-:.��.:":'.:•-:-•.:":•.:-•:-�.:"_.:-��:-�-. D OSTA M AC;T HYDRO- .-..r t4 STAINLESS CLAMPS. 5 COMPACT EE SEED SEED . P •'4 1 OLY T E HY N _ LE E PIP _ ETOB ! E HIGH DENSITY t00L . B TEST AND SIZED AS ON PLAN. BURNING P N C A A . EW. . .. 5 CONVEXA BUSH WIRING SHOULD BE14GAUGE SINGLESTRAND,HYDR EE AND DIRECT BURIAL. LOW SPR. YEW HOLLY OS D 5 0 C NVEXA HO LLY I 5 0 1 MAIN LINES NES MUST BE MINIMUM M N MUM OF 16"BELOW FINISH NISH GRAD AND ND LATERALS - I 8 10"BELOW FINISH P.A G DE.. 1 - CAPITATA C PI ATA Y EW ..?. PLUMB! NG TO BE PVC POLYETHYLENE MAIN A N BV LANDSCAPE CONTRACTOR,T C ORT PICKED ICKED UP F ;.'f 2 FRCM WITHIN ANNUALS BY OWNER , S OW- LQ - U S 10' F - f O THE BUILDING. RIFT .:FL OWE bWER-- 2 ROSE OF O I "iG �: 3 CONVEXA HOLLY . INSTALLATION: BEST PROCEDURE IS TO BE INSTALL IRRIGATION AFTER SHRUBS,BUT BEFORE SOD. ADJUST H - SHARON 5 DE�E(GE RHO C 4 POLAR BEAR AZ. :SEED = 'I HEADS ON SITE FOR ACTUAL PLANT LOCATIONS. GROUND COVER t $ EED 6 LOW 8O I WORK BY GENERAL CONTRACTOR: PLANTIN + 3 COMPACT IN BERRY 4 CAPITATA YEW SPR. TARDIVA HYDRANGEA 2 BLUE r 1 EE I 2 SN W- r D , 0 L.L. L _ YEW ELEV. 141.8 P 1. RINCES H . . s"PvccoNO IT $ O U SLEEVES VES F R IRRIGATION O RRIG TON A LINES BY GENERAL' ll� � 1 E AL CONTRALTO f 11 � ! HYDRO- 6 BOULE DRIFT D 3/4 STORY BUILDING 1 I R 1 LAT SF 50 A. DE NEIGE RHOD. CRAB c!> 5 COMPACT + 5 DENSIFORMIS YEW ::.►�WORK BY PLUMBING CONTRACTOR: I NG. I Y. SEED 26 UNITS M . F.F. ELEV. = 152.5 , 6 CON I 1. 1 1/2"IRRIGATION WATER LINE FROM UTILITY ROOM TO MAX.10'OUTSIDE BUILDING BY PLUMB:'NG i PLANTED 6"O C. 4 DORA AMATEIS INKBERRY I . , 4 DORA AMATEIS RHOD 7 HOLLY ! CONTRACTOR. SEE PLUMBING DRAWINGS FOR EXACT LOCATIONS. WILDFLOWER SEED RHOD. 4 SLENDER DEUTZIA 3 OAKLEAF HYD, r l 5 BLUE PRINCESS HOLLY L.L. ELEV. = 139.3 2. FEBCO 1 1/2"REDUCED PRESSURE BACKFLOW PREVENTER TO BE BY PLUMBING CONTRACTOR. I MIX BETWEEN TOP Q L.L. ELEV. = 140.3 12 PI K :.Ir u 167 ROCKSPRAY 2 MARIESII VIB. 3/4 STORY BUILDING CONVEXA HOLLY S O BU 3 CO O + ' 3 A. W. SPIREA l OF LEDGE AND FENCE 3/4 STORY BUILDING = CON :-! 3. 1 1/2"BALL VALVE MAIN SHUTOFF BY PLUMBING CONTRACTOR. w COTONEASTER 26 UNITS 3 GREY OWL 2 R SE OF TARDIVA HYDRANGEA 28 UNITS v 4 CONVEXA HOLLY FLO I; o F.F. ELEV. = 150.0 JUNIPER 6 AB. ADAMS AZ. ::_1� WORK BY ELECTRICAL CONTRACTOR: 16 PERENNIALBED / I SH RON F.F.ELEV. =151.0 8 HYPERION DAYLILY :r I PLANTING l; 6 CONVEXA HOLLY O 9 CRAN. COTONEASTER 5 DENSIFORMIS YEW 4 MAYFLOWER VIBURNUM 5 POLAR BEAR :::lr 1. ELECTRICAL POWER IN UTILITY ROOM TO SERVICE IRRIGATION CONTROLLER DONE BY ELECTRICAL CONTRACTOR. 3 KENTUCKY I m 2 BLUE FHINCESS HOLLY HYDRO- 1 AZ. 4 A. Ir SEE ELECTRICAL DRAWINGS FOR LOCATION. ` FETREES 2 BLUE PRINCESS HOLLY = SEED 7 BLUE 4 SHASTA VIB. + o 7 CONVEXA HOLLY PRINCESS HOLLY . 1 : ,, 1 4 ABIGAIL ADAMS AZ. 2 MAY- 5 GREYOWL 5 GREY OWL 9 WHITE C ER Y a. 8 C.WOODBURY 2 ABIGAIL ADAMS AZ. FLOWER JUNIPER JUNIPER 6 WHITE CON 4'_ 000 0000 ! 1 TREE PLANTING YDR - I DAYLILY VIB. 4 A.W. 2 BLUE PRINCESS HOLLY 5 �go' 000 000g :u EED BLUE PRINCE HOLLY HYDRO- 10 C. WOODBURY DAYL oo°000000000 0000° °oo °oo°oo° :�r ❑ I I;. / 7 TULIPT 10 PINK 4 CONVEXA HOLLY PIREA A.W. SPIR 0000�00000 CONEFLOWER SEED 000000 0 00000 '00000 = !p I 7 C. WOODBURY DAYLILY I 00000 + HYD - !REDBUD LK 00000004;'00000 + l 3 SEE 7 BLA EYED EWA 0000000 0000000 SUSA 00000000000 1:- 0000000000 Y R - 6 SUMMERSWEET 2 DIVA HY _-__ =_ ! REDBUD 000000000 E D HYDR - 00000000 - ► I I E D SI EW LK 13 USSIAN SAGE 6 DAVID PHLOX 0000000 � MU!_GIi 16 ELEGANS HOSTA I SEE 9 MAY NIGHT SALVIA oo°d°o°o°0° >;- oL 5 WHITE 7 BLACK-EYED SUSAN 0000 0 15 COMPACT BURNING BUSH HOLLY 5 DAVID PHLOX 0000000 ++ 5 HYPERION CONE- 4 REDBUD 10 IN CONEFLOWER 6 MAY NIGHT SALVIA 0000000 YDR 4 CONVEXA 3 INKBERRY ! LANDSCAPE L.O.W. : DAYLILY FLOWER 10 Pr1AY NIGHT SALVIA 0000°0° SED HOLLY 3 BOULE DE NEIGE FIHOD. I.F. + 4 POLAR BEAR 12 RUSSIAN SAIGE LACEBARK ELM 0000 16 AUSTRIAN PINE AZ. 4 SUMMERSWEET 3 BLUE PRINCESS HOLLY � 14 HRUB PLANTING + 8 BLACK-EYED SUSAN __ 4 THUNDERCLOUD PLUM 4 JAP.TREE LILAC 5 GREY OWL JUNIPER 4 LANDSCAPE L.O.W.FOL.LOWS L- 2 BLUE PRINCESS 3 A.W. SPIREA 2 LINDEN 34 SARGENT JUNIPER PLAN PROPERTY LINE HOLLY 10 RUSSIAN SAGE .: + 2 LINDEN 26 SARGENT 12 SARGE 4 DOR 4 POLAR BEAR AZ. _ - 4 CAPITATA YEW AMAT ° Botanical Name Common Name Size Condition Notes I / LACEBP,RK ELM JUNIPER 12 E � JUNIPER -ti 1 EVERGREEN TREES _ + 24 SARGENT JUNIPER RHOD. ,9 Pinus Ill ra Austrian Pine 8'-10' BEB PLANTING i : + 3 CONVEXA HOLLY 9 Pinus strobus White Pine 8'-10' B&B f 1'• STOP II � DECIDUOUS TREES I + - 2 MERRILL LINDENI i �s Cercis canadonsis Eastern Redbud 3 112'-4"cal. B&P ( - 9 31 ARBORVITAE MAIL - 6 A.W. SPIREA '� !r 3 V•mnocladds dlocus Kentucky Coffee Tree 3 1;'2' 4' ral. 41 SARGENT 16 SARGENI7 MAGNOLIA s Magnolia zloebnerieMerrill' MerrIllrMagnolia 3 1/2'-4"cal. B&B y - WHITE PINE i + 3 112'-4"cal. B&B JUNIPER JUNIPER L.L. ELE�= 143.8 i + - 2 GOLDFLAME 4 Malus 'Snowdrift' Snowdrift Crabapple 3 112'-4"cal. &SB + HONEYSUCKLE HDR 4 Prunus cerasifera Thundercloud' Thundercloud Plum 3 112'-4"cal. B&H + 3 MERRILL 3/4 STORY BUILDING 4 BOU 8 Syringe reticulata Ja anese Tree Lilac 3 112'-4"cal. B&n DE NEI E 7 Tilin cordata 'Greens ire' Greens i e Uttleleaf Linden 3 1/2'-4"cal. B3P I J MAGNOLIA 19 ARBORVITAE 28 UNITS I + - F.F. ELEV. = 154.5 RHOD. I 4 Ulmus arvifolia Lacebark Elm 1 SWEET"AUTUMN It EVERGREEN SHRUBS -' I / ! + CLEMATI S 12 Azalea'Abigail Adams' Abi ail Adams Azalea 18" •24" B&B I 1 l 17 Azalea'Polar Bear' Polar Bear Azalea 18"•24" B&B -' 3 CONVEXA HOLLY ! I + 57 llox crenate 'Convexa' Convexa Ja .Holl 2'. 2 1/2' B&B _ / 220 ROCKSPRAY 5 BLUE PRINCESS HOLLY ' + 1 t Ilex labra'Com acts' Dwarf Inkberr 18"-24' E4SB I + COTONEASTER 9 SARGENT JUNIPE W ' 1 Ilex x meservaea'Blue Prince' Blue Prince Hou 2 112'- 3' B&B I V 31 ilex x meservaea'Blue Princess' Blue Princess Holl 2 1/2'-3' B&B i Y 184 Juni rus chinensis sar entii Sargent Juni er 18"-24" BRD Plant 2 1/2'O.C. i 1 ! a + 22 ROCKSPRAY Q 2 TRUMPET CREEPER ' 3 YD 5 ARBORVITAE G 24 Juni erus vir iniana'Gre owl' Grey Owl Junl er 18"-24" B&B + COTONEASTER N 6 GREY OWL JUNIPER 12 Rhododendron catewblense 'Album' Album Catawba Rhod. 18'-24" B&B I i o EE I N D 1 18 Rhododendron'Soule de Nel e' Boule de Neige Rhod. 18"-24" B&B I 1 — to � 22 Rhododendron'Dora Amatels' Dora Ameteis Rtrod. 18" 24" B&B r / ) j + O 2 BLUE PRINCESS HOLL r I 16 Texus cus idata'Capitala' Capitata Yew 3'•4' B&B ' 3 ARBORVITAE + ILL E 3 DORA AMATEI �� ' 1 + If W 1 SWEET AIUTUMN I 10 Texus xumedala'De siformis'fln Densiforms1Yewaw 2'8.2?2' e&8 I < CLEMATIS 4 CONVEXA HOLLY RHO 58 Thu a occidentalis 'Tec hn ' Techn Arborvitae 5'-6' B&g Plant 4'O.C. / + Q I / y + 2 AUSTRIAN PINE 2 GOLDFLAME a 2 OAKLEAF HYD. IN I I DECIDUOUS SHRUBS I HONEYSUCKLE 10 Clethra alnifolia Summersweet 2' -2 1/2' B&B I I OSEED MUL..CH 409 Cotoneaster horizontalis Rockspray Cotoneaster 15"•18" B&B Plan[2 112'O.C. / U _ ( 1 9 Cotoneaster a iculatus Cranberry Cotoneaster f8'-24' B&B / I 10(RUSSIAN SAGE 4 Deutzia racilis'Nikko' Slender Deutzia 18'-24" g&g GARAGE FOR 8 SPACES y I - — 385 Euon mus alatus'Co acts' Compact Burning Bush 2 1/2'- 3' B&B Plant 3'O.C. / \ F.G. =151.1 - _ - - - 6 Hibiscus s iacus 'A hrodite' Rose of Sharon 3'-4' B&B 2 GOLDFLAME SW. AUTUMN _ _ _ 4 Hydrangea niculata'Tardiva' Tardlva Hydrangea 2'•2 112' B&B �•, HONEYSUCKLE CLEMATIS _ -DR 9 H ra ea uercifolia Snow Ousen' oakleaf H dran ea 18"-24" B&B l E 2 ROSE OF SHARON 4 Myrica ens Ivanlca Northern Bayberry 3'-4' B&B I 26 S irea x bumalda'A. Waterer' A. Waterer S irea 18"-24" B&B 1 ` 6 Viburnum carlesii Mayflower Viburnum 2'.2 1/2' B&B 4 Viburnum licalum tomentosem ' Mariesin' Marie's Doublefile Viburnum 2'•2 1/2' B&B _ 20 FLATS OF ENGLISH 4 Viburnum rcatum tomentosem 'Shasta" Shasta Uoublefile Viburnum 2'-2 112' B&B __ I MULCH,TYPICAL- l \ \\\\ FLAME / IVY 50 PLANTS/FLAT I �•. I � � GROUND COVERS PERENNIALS 6 VINES IN ALL SCREENED I 4 'Campsis radiscans'Flava' Yellow Trumpet Creeper 1 al. C.G. HONEYSUC LACEBARK ELM AREAS o l DRO- LLIW 1 2 Ech nacea aulcarea'Magnus' Pink C neata Sweet tumn floweClematis al, C.G. Plant O C. 50 22 SARGENT JUNIPER I u) fff 20 Echinacea ur urea'White Swan' White Coneflower 1 I. C.G. Plant 2'0.0. / SIDEWALK ENG. CS I 33 Hedera helix En lish I flat of 50 flat Phant 6"O.C. 2 SWEET r IVY - LACEBARK ELM 0 I 30 Hemerocallis'C.Woodbury' C.Woodbury Da tit 1 I. C.G. Plant 2'O.C. 3 BOSTON IVY 1 FLAT w AUTUMN CLEMMM UJ 11 Hemerocallis'Hyperion' Hyperion Da lil t I. C.G. Pani 7 QC. I 3 BOSTON IVY f I f� / 10 Loni e al x heckrottii Goldflame Honeys uckle 1 gal, C.G. Plant 2'O.0 / t1 •' � 2 GOLDFLAME _ HONEYSUCKLE 50 ENGLI� WILDFLOWER SEED MIX 6 Parthenocissus tricus idata 'Veitchii' Boston l t al. C.G. l / 1 45 Perovskia atri llcifolia Russian Sae 1 al. C.G. Pant V O.C. I 1 IVY, 1 FLAB t AUSTRIAN PINE 1 2 TRUMPET + ,1 Phlox aniculata'David' David Garden Phlox 1 al. C.G. Plant 2'0.C. / CREEPER 22 Rudbeckia ful ida'Goldstrum' Black E ed-Susan 1 al. C.G. Plant 2'O.C. 25 Salvia nemorosa'Ma Ni ht' Ma Night Salvia 1 al. C.G. Plant 2'O.C. 00 O I D 1 - _ _ - _ _ _ _ _ -��.._..-- �•�_ —_ ---_ LANDSCAPE L.O.W. NOTE: I 1. TO ACHIEVE PERMITTED PLANTING PLAN IT MAY l fl� BE NECESSARY TO OVERBLAST WHERE DEPTH OF SOIL IS LESS THAN 3' l o[x] -- FOR TREES. l I 2. WILDFLOWER SEED AREAS ARE NOT LANDSCAPED AREAS AND THERE- I 1 FORE ARE NOT IRRIGATED. l % 3. PLANTINGS AT THE BACK OF THE BUILDINGS ARE TO BE A MINIMUM i l OF 5 FROM THE PATIO EDGES TO ALLOW FOR EGRESS, TYPICAL. i HAWTHORNE COMMONS II Salem, Massachusetts LANDSCAPE PLANTING PLAN-CONSTRUCTION SET BASE INFORMATION FROM DRAWING TITLED"SITE PLAN FOR HAWTHORNE == COMMONS II "BY H.W. MOORE INC., 112 SHAWMUT AVE. BOSTON, MA 02118 Mary Smith Associates DATE:11/10/D3 617-357-8145. DATED 5-13-03, REVISION DATES OF 7/7/03, 9/24/03, 10/6/03. Landscape Architects and Planners SCALE:t" 20'-0° 30 Chestnut Street i— -- Quincy, MA 02169 NORTH (617)770-4717 L-2 -- A s 8 0 c I A T E s FAX(617)773-7655