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INDEPENDENCE HILL FIRST STREET - ZONING -inQependen-e -wo 0- fo m c OeUSkof,\ ` CluS�2 SUbdiviyD�1 I i (l I r I'i r r Ci-1 y OF SALEM, MA CLERIK'S OFFICE " C to of $akin, gassurll115101#s 3,3 }`.., gI�xnktingIIttrD 1998 QEC 15 A 11: 40 One �afrm (15ran December 15, 1998 Elaine Hart Salem Housing Authority 27 Charter Street Salem, MA 01970 RE: "Independence Hill"—First Street Cluster Residential Development Special Permit and Definitive Subdivision Plan On Thursday, September 3, 1998,the Planning Board of the City of Salem opened a Public Hearing regarding the application of the Salem Housing Authority under Section 7-14, Cluster Residential Development Special Permit and a Definitive Subdivision Plan for the development of approximately 10 acres (425,600 square feet) to allow the construction of eight single family homes, a roadway, and associated utilities to service the homes at 17 First Street. The Public Hearing was continued to October 15, 1998, November 19, 1998 and closed on December 3, 1998. At a regularly scheduled meeting of the Planning Board held on December 3, 1998, the Board voted by a vote of nine in favor, none opposed, to approve the application as complying with the requirements of the requested permits, subject to the following conditions: 1. Conformance with the Plan Work shall conform with the set of plans entitled, "Definitive Subdivision—Independence Hill, Salem, MA", sheets L1, A3-01, A3-02, C1-C9, prepared by HKT Architects, Inc., dated August 14, 1998, revised September 24, 1998, and December 1, 1998. 2. Amendments Any amendments to the plans or waiver of conditions contained within shall require the approval of the Planning Board. 3. Utilities 1. Utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. 2. All site utilities shall be installed underground. 4. Lighting a 1. The Applicant, his successors or assigns shall coordinate with Massachusetts Electric and h 4. First Street Decision December 15, 1998-2 the City Engineer on the installation of street lighting within the Subdivision. The street lighting shall be the responsibility of the applicant, his successors or assigns, until such time as the City accepts the street. 2. First Street, including the entrance to the subdivision should be well illuminated. The proposed lighting for the area will be subject to review and approval by the Planning Department. 5. Landscaping 1. Trees shall be a minimum of 3 %" caliper, planted 30 feet on center on each side of Independence Drive. The trees shall be planted in accordance with the recommendations of the Salem Planning Department. 2. A five-foot sidewalk will not be constructed on the southern side of Independence Hill Drive, but will be constructed on the northern side of Independence Hill Drive and around the cul-de-sac. A three-foot planting strip and vertical granite curbing shall be constructed around Independence Hill Drive, including the cul-de-sac. 3. Maintenance of landscape vegetation shall be the responsibility of the developer, his successors or assigns, in accordance with the City of Salem Subdivision Regulation Right of Way Improvements Policy. In addition, the applicant will be responsible for the maintenance of the trees for at least two seasons, in accordance to the recommendations made from the Planning Department. 4. After all project landscaping is completed, and prior to the issuance of a Certificate of Occupancy, the applicant, his successors or assigns, shall be required to add further landscaping if such is required by the City Planner. In addition, the City Planner may require that landscaping be restored in any adjacent areas which are disturbed due to the construction of the project. 5. A planting circle shall be included in the approximate center of the cul-de-sac with final design details to be approved by the City Planner and the Fire Department. 6. The landscape architect, which is employed by the City Planning Department shall review all of the landscaping for the subdivision and determine the appropriateness of the tree types shown on the landscaping plan. 7. The applicant shall assure that adequate signage is provided at the entrance of the site at First Street. 6. Security The applicant, his successors or assigns, shall provide adequate security with the Planning Board prior to the release of the lots to ensure completion of the improvements required I` under the City of Salem Subdivision Regulations, and as required by this approval. Such security is subject to the review and approval of the City Solicitor. If a bond is posted, the Planning Board will have the authority to determine the appropriateness of the amount First Street Decision December 15, 1998 -3 requested for release. 7. Clerk of the Works A Clerk of the Works shall be provided by the City, at the applicant, his successors or assigns' expense, as is deemed necessary by the City Planner. 8. Board of Health All Board of Health requirements shall be strictly adhered to. 9. Fire Department All work shall comply with the requirements of the Salem Fire Department. 10. Building Inspector All work shall comply with the requirements of the Salem Building Inspector. 11. Zoning Board of Appeals The applicant shall comply with all requirements of the decision for variances to the side and rear setbacks. The decision is dated November 19, 1998. 12. Water Test The water system shall be tested by the City of Salem Clerk of the Works for pressure and bacteria prior to the issuance of a Certificate of Occupancy. U. Construction Hours All construction shall be carried out in accordance with the following conditions: 1. No work shall commence before 8:00 AM on weekdays and Saturdays. No work shall continue beyond 5:00 PM. There shall be no work conducted on Sundays or holidays. Inside work of a quiet nature may be permitted at other times. 2. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction of the project. 3. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00 PM. There shall be no drilling or blasting on Saturdays, Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations. 4. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they leave the site. 5. A street sweeper shall be employed during construction as deemed necessary by the City Planner. 6. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the First Street Decision December 15, 1998-4 City of Salem. 7. All construction vehicles left overnight at the site, must be located completely on the site and not on First Street. 14. As-built Plans As-built plans, stamped by a Registered Professional Engineer or Land Surveyor, shall be submitted to the Planning Department and Engineering Department prior to the issuance of the final Certificate of Occupancy. 15. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the Planning Board. I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board. The Special Permit shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The owner or applicant, his successors or assigns, shall pay the fee for recording or registering. V�6.f Walter B Power, III Chairman a g Citp of 6afem, Aagoarbuzeto i . planning 38aarb One 6aCern green Amended Decision N April 25, 2000 Carol Macgown r r Salem Housing Authority =rnr- � 27 Charter Street Salem, MA 01970 n C D a- RE: Time Extension for the Independence Hill"—First Street, Cluster Residential Development Special Permit and Definitive Subdivision Plan, decision dated December 15, 1998 Dear Ms. Macgown: On Monday, April 24, 2000, the Salem Planning Board, during its regularly scheduled meeting voted by a vote of eight(8) in favor, none opposed,to allow a three year time extension of the original cluster residential development special permit and definitive subdivision plan decision for Independence Hill. The original decision is dated December 15, 1998. The Salem Zoning Ordinance states that such approval shall lapse within two years if substantial construction has not commenced, except for good cause. The Salem Planning Board has determined that there is good cause as to why substantial construction has not commenced at the site. Based on the vote of the Salem Planning Board, the Site Plan approval date is now December 15, 2003. All of the conditions included in the site plan approval decision dated April 24, 2000 still apply to Independence Hill. I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board. The Special Permit shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The owner or applicant, his successors or assigns, shall pay the fee for recording or registering. hti Q& Walter B Power, III Chairman One Salem Green, Salem, Massachusetts 01970 (978) 745-9595 ext.311 Fax (978) 740-0404 71 lab it SILTATION 4"x4" POSTS FABRIC FENCE Number Revision Date t t SILTATION FENCE I HAYBALE RIP-RAP 3$-On I STONE M2.02.3 tt Iltt tt 11 tt tt tt tnt t1 FLARED END --•�_. ��;=�'"�� H--441+ _---I•+---�-I— +I--i+-- -H— 41+1­- —14 SECTION 11 II11 II II It tl tl Illt II 1+-0" 1 1 1/ / 1♦I i 1 1 / / 1 .��= ,< �;- t,, v � „- �rL I I 11 11 1 1 I I 1 I 11 11 I - �_.,i-��. �f•�� •,i..-+.t.:,./ - d. /:.-�-.-.--r -�• �i 29-0" I I I t I 1 ♦ 1 1/ 11 1 1 / / 1 ;� �_,�;'°:_ " .� �t �~� �.. cx I �' Registrations V 1 IV V V I I V V VI 1 V 1 / f 1 / �.a ` =:� t �,y/`�/ t _ t I I t I t t 11 1/ 11♦I /I 111 ♦ 1 12 '` „y 9 :.� 1,x;1. . „ � �: r-= _. f� �:_ :, + LA FLOW -r' 4-';;t;,-:tr�;`- 15 EXIST. GROUND 1 1 1/ / 1/�/1 1 1 / / 1 -._�_,�, �,,.-t.r. N, :,_ L` or nr 1 1 1 / � Y 1,11 1 /1 >�J--'._ �-t{ ., r �- �--�� � r';i• } -q SECTION FLOW n3 -I'VIL 1 1 1 I♦ � 1 �\..,�` '`�.;:•`-;;� .t�'"`•:i i/� : :7••�--�; (t:c: anz? 'r HAY BALES r (2 STAKES/ BALE) - y _ r'~i � `�{�`•,., crony-. I 1 t i 15+ e ■ ■ 0 I I �Y y:. Architects and Planners ---- ---- - - CRUSHED l J NOTES FLOW STONE 1. RIP-RAP TO BE A MINIMUM HKT Architects Inc. OF 2 FEET THICK PLACED ------------ ---- ,_,,... ._.�--� �--,- - DIRECTION OF RUNOFF ON 12-INCHES OF CRUSHED STONE. ,�x ;• "��' �,. �_ ,; ,; h; ,�-� -�_ -y , � . _ ••,--rx;-.-, :� 35 Medford Street PLAN DETAIL .� ,� ,�� ,� COMPACTED SUBGRADE Somerville, Ma 02143 617 776-6545 Consultants 17SLC16 RAPRON_ ENGINEERS. INC. FABRIC FENCE HAY E R 0 S I 0 N CONTROL 739 CENTRAL AVENUE, JOHNSTON, RI 02919 PHONE: (401) 943-3339 FAX: 943-5524 C9 C9 >1 > 0 MIN. TRENCH WIDTH _ 0 � Q O.D. + 2 FEET(MIN. OF 3 FT.) SURFACE AND SOIL EROSION AND SEDIMENT CONTROL_ NOTES (1) (1) 0) CROSS COUNTRY PAVED AREAS PAVEMENT U U GRAVEL BASE COURSE AS N Q in y SPECIFIED 1. Prior to any disturbance of exterior soils or surfaces, a silt fence will be installed and haybale check dams shall be installed around 0 Q 1✓,{�, ,.: ; , \ ,� all cah basins on site as shown of the Demolition and Site preparation plan. _ 2. All roads and areas not to be vegetated shall be stabilized with stone immediately after grading. BACKFILL PLACE - Do PLASTIC MARKING TAPE o- a E E E AND COMPACTED Da < (PER SPECIFICATION) 3. All areas to be vegetated shall be immediately sown with a rapid growth seed after grading in addition to the specified seeding. N AS SPECIFIED a � ` UNDER PAVEMENTS, — a) N a p }'�,� BURY TAPE 6 BELOW 4. Wherever possible, existing vegetation shall remain undisturbed until such time as proposed grading is to be performed. 0 0 Do TOP OF SUBGRADE — — (n (n (n 5. All swales shall be provided with stone check dams to provide temporary sediment traps until vegetation is fully established. Check dams shall remain in place for one full growing season. bi Q H .j` � 4" MIN. > Y z INITIAL BACKFILL:'­-­'-':. XK a ? S RINGLINE �: :�� w � vI°° L 0 w y O O �'.; _.'` _ HAUNCH ` ....•. ,. - ,' .a Vii:-�'i - -j HAUNCHING EARn ROCK W COMPACTED BEDDING MATERIAL (6" MIN.) DUCT BANK W/CONCRETE ENCASED CONDUITS W m I-- V) • 18ELECTRIC TRENCH 0 C9NONE Scale PG EJM Drawn by Checked by Drawing Number 8-12-98 ' Date 1149 % 9 Job Number DEFINITIVE Drawing Set I l DRAW NGS8-12DET3.dwg . f . r.. _ 12 � s GURg `' p•Ns\�O CVRB • RPO\V N\� P� E 5 W RP W op E • DoE oR\vE s�Xl �c,c� 12 12 Number Revision Date 00ONE WAY— J 1 1/2" BITUMINOUS CONCRETE TOP COURSE 2" BITUMINOUS CONCRETER BINDER COURSE GUZ o ° Registrations 00 NO J ° 1b" SQUARE - - GV- PERFORATED �l ' GALVANIZED STEEL POST ° SET SIGN 18" FROM Q t.ich �0 3 ca NEW OR\ PARK NG FACE OF CURB. �._,.a ; ..'.!i2" COMPACTED GRAVEL •:''• . t, � 9F C;t.►L o t BASE COURSEsdT 4 NUT AND BOLT 2 1/4" X 2 1/4" ° COMPACTED SUBGRADE ANCHOR SLEEVE.JTOP OF GROUND CURBCUT DETAIL 1" OR PAVEMENT Architects and Planners 8 ° TYPICAL PAVEMENT DETAIL C 8 N.T.S. H KT Architects Inc. CN.T.S. 2" SQUARE SIGN ° N " 35 Medford Street POST ANCHOR d. Somerville, Ma 02143 1/4" WIDE x 1" DEEP BROOM FINISHED 617 77626545 SAWN OR TOOLED CONSTRUCTION .JOINT 4" CEMENT CONCRETE W/ 6x6x10/10 WELD WIRE Consultants C MESH J"NGINEERS, INC. a.. �_ . • ' .••� 739 CENTRAL AVENUE. JOHNSTON. RI 02919 •. � 77-- '. ,,. PHONE: (401) 943-3339 FAX: 943-5524 •� � 12 LOAM AND SEED BITUMINOUS BINDER PAVEMENT : .t..' . SIGN POST 2-BINDER, 1 1/2" TOP SURFACE °�. :' 8" COMPACTED I 4 GRAVEL BASE VERTICAL GRANITE CURB s; C 8 (5" MIN. X 18"t W/6" REVEAL) UNDISTURBED SIDE OF TRENCH CEMENT CONCRETE 2500 PSI) COMPACTED SUBGRADE X� EXISTING SUBSURFACE MATERIA CONCRETE / EXPANSIONI JOINT AT 30' O.C. ,::..41`,%'9 . r . .. ... .. .. .. . . .. .. .. .. . .. .. .. L /�. \,� THRUST BUOCK `� x >1 . 12 COMPACTED GRAVEL \� -+- t :; •— /��� ��/ / •� i 6'-0" (TYP.) _ �;� 12 �. CONSTRUCTION JOINT D •— -� COMPACTED BORROW 10 .A• ;.� ��;! PLAN AT TEE v v VERTICAL GRANITE CURBCn C 8 CONC. CURB ;,.:, X .`::: X � 11 PLAN AT TEE 0- 0- E TYPICAL CEMENT CONCRETE SIDEWALK a) a) E E N.T.S. D� -0 � — —C8 A C C- IN UNPAVED AREAS INSTALL a — — V) V) 0 AN 18" X 18" X 4" CON C. —12" .a i /2 PAD AROUND VALVE BOX H - 12 VALVE BOX ,\f \;�.. ��\\ \` " 1" GOOSE NECK -N SEALER 2" CLASS I BITUMINOUS D/2 SECTION Y—Y J WYE CONCRETE PAVING TYPE 1-1 Q ' EXISTING PAVEMENT „ I „ UNDISTURBED EARTH SECTION X—X 1 ELBOW 2 CURB COCK W 2" TYPE K COPPER TUBING NOTE: 1" CORPORATION COCK �\ .` 12" COMPACTED GRAVEL DIAMETER TEE 1/4 BEND 1/8 BEND 1/16 BEND LiJ \j 1. 3,000 PSI CONCRETE m I— \\j`�� D H L H L H L H L F V) /\\j „ „ „ " „ „ 2. THRUST BLOCKS SHALL BEAR o+ \��\\ : ON UNDISTURBED EARTH. a /j r 4 12 24 12 18 12 16 12 12 COMPACT INSITU SOILS PRIOR „ „ „ „ „ „ 3. CEMENT MIX SHALL NOT BE \jj\�' TO PLACEMENTOF GRAVEL 6 18 24 18 30 16 22 16 18 y\\;.. ALLOWED TO RUN INTO .� » » » » PIPE JOINTS EXISTING WATER MAIN 10 24 36 24 36 24 24 20 24 - NONE 4. DIMENSIONS FROM PIPE .TO TRENCH Scale 14 WALL IS MINIMUM PG EJM SAWCU T EXI STING P AVEM EN T 1 � Drawn by Checked by WATER SERVICE CONNECTIOR 15 Drawing Number _ CS TYPICAL THRUST BLOCK ON BENDS 8_120_98 /1 Date C8 !C 1149 C8 Job Number y > go DEFINITIVE Drawing Set P DRAWINGS 8-121 DET .dwg I MUELLER OR AMERICAN DARLING OR Y v ` EQUAL OPEN RIGHT HYDRANT FACE STEAMER CONNECTION TO ROADWAY " FINISH GRADE IN UNPAVED AREAS INSTALL AN 18 X18" X4" CONC. " 1" WASH PAD AROUND CURB BOX FLOW 1" WASH € MIN. TRENCH WIDTH i O.D. + 2 FEET :4 . � - � (MIN. OF 3 FT.) Number Revision Date • HEAVY DUTY CAST IRON FRAME AND COVER I D SURFACE AND A MINIMUM INSIDE CLEARANCE OF 24". i I 3 PIECE CROSS COUNTRY PAVED AREAS PAVEMENT GRAVEL BASE PLAN / I COURSE SPECIFIED VALVE BOX 10 C.F. OF 3/4" TO 1 1/2" WASHED CRUSHED STONE I I ., .�� ' 6.. CAST CASTING TO BE SET IN F WATER MAIN w',.> :j FULL BED OIF CEMENT MORTAR TOP OF STONE 3" ABOVE IRON BACKFILL PLACE Dp /�. FINISH GRADE DRAIN OPENING AND COMPACTED �, p ' 00 p �'� PLASTIC MARKING TAPE AS SPECIFIED 00 (PER SPECIFICATION) NOTE: 5'-0" MIN. \ 0 �' , UNDER PAVEMENTS :: {It • COVER OVER0 f f� g Re istrations • , . , + • ,}�}r <: #pp BURY TAPE 6 BELOW TOP OF ALL ADJUST TO GRADE W COURSES CONCRETE `� CONCRETE WATER LINES < DO Op 0ell�p TOP OF SUBGRADE .g•nt 2' DIA. OF BRICK & MORTAR (2 COURSES THRUST BLOCK ^` THRUST BLOCK ^^''nn pp ' MIN 4 COURSES / s MAX.) Q ,� • - fC1� g TO 12 IN. NO TO 300 mm) REINFORCING SUFFICIENT TO '` o < . �!' ;�c zX/ ' ��� z % INITIAL BACKFILL .:�. 3/4 TIE ROD W �• o s_ S RINGLINE WITHSTAND H-20 LOADING TIE ROD AND CLAMP AND CLAMPS EL m MANHOLE TO CONFORM TO ASTM w : ~ PIPE ZONE SPEC. C-478 FIRE HYDRANT INSTALLATION' 12" MIN:'' ' HAUNCH 5" MINIMUMLLJ ii, ? 5 MIN. r ?-1,- ls Architects and Pionners 4 MIN. •_ 0 RING CONFORMING TOBBER GASTM SPEC.ASKET TC-443 (TYP.) 2 FIRE HYDRANT HAUNCHING EART ROCK HKT Architects Inc. COMPACTED BEDDING 2' MIN. TO 0.8' DIA. . ' MORTAR FILL AROUND PIPE C7 MATERIAL (6" MIN.) 4 MAX. _ OUTFALL PIPE 35 Medford Street MONOLITHIC , Somerville, Ma 02143 BASE/RISER ' .,.'. . . . PROVIDE "V" OPENINGS .• :� . c ,�< •Y.a FINISHED GRADE U TI L TY TRENCH 6" �'6-6545 SHAPED CONCRETE INVERT PAVEMENT Consultants 12 CRUSHED STONE MAC << • C7 NGINEERS INC. UNDISTURBED MATERIAL �//)(\\� /�\� �//�\� N 739 CENTRAL AVENUE, JOHNSTON. RI 02919 SECTION AD,AISTABLE VALVE BOX PHONE: (401) 943-3339 FAX: 943-5524 DRAIN MANHOLE- C)fGATE STEM FOR 7 WRENCH NOTE: 1. FOR INVERTS SEE UTILITY PLAN "' GATE VALVE/BUTTERFLY VALVE 2. MANHOLE SHALL CONFORM TO CITY OF SALEM STANDARDS. WATER MAIN 4 FLANGE FRAME AND GRATE MIN. WEIGHT = 480 LBS. ' ,- MIN. WATERWAY PASS AREA F; OF GRATE = 225 SQ. IN. 3 GATE VALVE DETAIL. -� y a o000O SCALE : NONE _ > _- _ 00000 �OD Y s FINISHED GRADE 24" C.I. FRAME & COVER " GAS TIGHT � N � , PLAN U U PLAN ! / f FINIISH GRADE HEAVY DUTY CAST IRON FRAME AND Q (n € SET FRAME IN FULL GRATE. � Q FINISH GRADE HEAVY DUTY CAST IRON FRAME AND MORTAR BED O GRATE HAVING A MINIMUM _ INSIDE CLEARANCE OF 24" /i... y/ /• �' O ADJUST TO GRADE WITH 4 •• , PRECAST REINFORCED CONC. ._ ..._..... ._...... `�. TO BE SET IN Q � E ✓/ , ; �� SEWER BRICK , ' ; =� MANHOLE CONE SECTION �;; — -- --- CASTING TO OF CEMENT MORTAR CASTING TO BE SET IN (2 COURSES ONLY -`� -- O N FULL BED OF CEMENT MORTAR . ALUMINUM SAFETY STEPS a 0 0 O O s STAGGERED VERTICALLY ------ (� 3'-0" ECCENTRIC CONE , 2' DIA' '•` , :°..: T .° • 2'X4' COURSES OF REDADJUST TO ECLAYi BRICK a_ (FLAT SLAB OPTIONAL) , . ADJUST TO GRADE WITH - . 1 "' MAX. ' r.. PROVIDE TWO COATS OPN G AND MORTAR (2 COURSES COURSES OF RED CLAY BRICK ,z .!�BITUMINOUS WATERPROOFING MIN., 4 COURSES MAX.) AND MORTAR (2 COURSES { MIN., 4 COURSES MAX.) : • -� 5'-0" 1.D. RISER SECTIONS CATCH BASIN _ __ — ____ _— _ _ _ PRE—MOLDED 0—RING SEAL CATCH BASIN MORTAR FILL AROUND PIPE (AS REQUIRED) TRAP _ � TRAP 'W\ CLEANOUT MORTAR FILL AROUND PIPE F OUTLET PIPE 0 RING RUBBER GASKET JOINT o OUTLET PIPE o CONFORMING TO ASTM SPEC. C-443 (TYP.) PRECAST REINFORCED J .. n- I CONC. BARREL SECTION ___— ——— — — 0 RING RUBBER GASKET JOINT s. a CONFORMING TO ASTM SPEC. C-443 (TYP.) Q f- 2' MIN., TO 4' MAX. I N REINFORCING SUFFICIENT TO _ Lij BASE SECTION `V z WITHSTAND H-20 LOADING �`. 4'—O" �I i PRECAST CONCRETE " 'd CONFORMING TO ASTM C-478 MIN. 4' I.D. L LiJ r PRECAST REINFORCED CONC. REINFORCING SUFFICIENT TO LI PRECAST CONCRETE MONOLITHIC MANHOLE BASE WITHSTAND H-20 LOADING =- CONFORMING TO ASTM C-478 (� L' 5, t,;;,•: '� v � . 12" CRUSHED STONE 3 . :A 12" CRUSHED STONE ° 6 UNDISTURBED SUBGRADE UNDISTURBED SUBGRADE ° z •° NONE < FOR INVERT SEE UTILITY PLAN SECTION FOR INVERT SEE UTILITY PLAN 12 SECTION Scale 6 PLACE ON UNDISTURBED NATURAL EARTH OR ON CRUSHED PG EJM Drawn by Checked by `5 CATCH BASIN STONE WHERE OVERCUTTING OCCURS (TYP.) - Drawing Number . _ 6 SANITARY MANHOLE PRECAST DOUBLE CATCH BASIN 8-12-98 C / -7 -7 Date C / NOTE: 1. FOR INVERTS SEE UTILITY PLAN C7 1149 2. MANHOLE SHALL CONFORM TO CITY OF SALEM STANDARDS. Job Number C7 DEFINITIVE Drawing Set - Q J 114 DRAWINGS 8-12DET1•dwg ' � `: PVI STA = 0+46.20 r ,. PVI ELEV = 137.60 v A.D. _ -18.98 K = 1.32 35.00Vp STATION 0+00 EASEMENTWATER GATE 0 PROFILE RIM=139.75 pl; fn to 17 TOP OF PIPE=135.75 00 o UNumber Revision Date m m m co • 14 g w w Registrations STATION -0+03 EWER MANHOLE J. RIM=139.75�\ �� o f+�c�CenyE� r.��•, INV.=131.75 ,.. �. No 30 c;�t; 130 o �F CIVIL � FSS�Oi:IiL•��•`it/�• - GAS MAIN ENTERING EASEMENTAT STATION 0+10 NOTE: CAUTION TAPE TO BE INSTALLED ABOVE GAS LINE , FOR ENTIRE LENGTH OF PIPE y BEFORE BACKFILLING TRENCH Architects and Planners STATION 0+30 HKT Architects Inc. WATER GATE XCN RIM=138.35 TOP OF PIPE=134.35 J'F� 35 Medford Street F� 120 Somervflle, Ma 02143 STATION 1+58 617 776-6545 SEWER MANHOLE Consultants RIM=108.62 F' l INV=103.84 MACNGINEERS, INC. •6' 739 CENTRAL AVENUE, JOHNSTON, RI 02919 PHONE: {401) 943-3339 FAX: 943-5524 Nil STATION 1+84 SEWER MANHOLE RIM=107.96 INV=103.08 110 1 40' i CONSTR. 1$ � -_ 0 5'-0" 3'-0" 12'– 8" SEWER MAIN 0 12 0 8 0 0 � SLOPE=3.0% ` WALK _ _ ,� 100 � � _ Q 1 v v °' TOP AND BINDER COURSES VARIES VARIES Q 2% 8" SEWER MAIN MAX SLOPE 3:1 '0 'a � 0 :2 TO TIE IN TO EXISTING CZ SEWER MANHHOLE PLANTING STRIP .. (SEE PLAN VIEW) MAX SLOPE 3:1 GRAVEL BASE COURSEE INV.=--- E STATION 2+41 N 0) () 90 WATER GATE _ t3 6 RIM=98.58 a — _ En En TOP OF PIPE=94.58 TYPICAL R 0 W CROSS SECTION W STATION 2+50.21 SCALE: 1"=4'-0" 4" GAS MAIN Li � 90' ELBOW (SEE SHEET C3, LAYOUT) O Z 0 Z W W to DATUM FJA7 80.00 W N 09 :tib X00 0 ;� V) �.. 04 aD Ld r- cLAJ04 ICY� o 0+00 1+00 2+00 LEFT EDGE OF EASEMENT GRAPHIC SCALE 40 0 20 40 80 160 AS SHOWN i i s , , Scale I E3 E3 1�11 ..� RIGHT EDGE OF EASEMENT �.I �; ( IN FEET ) EJM HSCDrawn by Checked by 1 inch = 4.0 !t. VERTICAL IN FEET Drawing Number i 1 inch = 4 !t• 8-10-98 Date 1149 C Job Number 6 . DEFINITIVE Drawing Set - DR WINGS 8-11EASE—PRO .dwg -- - v ROAD PROFILE r :1 j REFER TO C6 FOR CROSS SECTION HIGH POINT ELEV = 140.45 LAYOUT SHOWN ON C3 HIGH POINT STA = 7+06.24 PVI STA = 7+00 €I PVI ELEV = 141.00 Number Revision Date HIGH POINT ELEV = 137.55 LOW POINT ELEV = 136.63 A.D. HIGH POINT STA 4+26.19 LOW POINT STA = 5+00 _ PVI STA = 4+00 PVI STA = 5+00 K = 222..5050 PVI ELEV = 138.50 PVI ELEV = 136.00 I 100.00' VC A.D. = -10.50 . A.D. = 5.00 K = 9.52 K = 20.00 j I ( I o 'n U Mo TYPICAL ELECTRICAL 100.00 VC 100.00 VC to+ + CONDUIT TIE-IN (C M .-- /-- / Registrations to 04 CINI ^ to+ w STATION 0+11 M ,n M °° m / DRAIN MANHOLE - A�� RIM=111.39 - - in INV. IN=108.10 ----- 0 > > w > -• - - _ t, m -. McX^n-ie ' 140 INV. OUT=108.0 / + m id� \ Z �`�' -le 1{ TYPICAL WATER ..• CIVIL STATION 0+21 , ' Ni ti._.. EL�RICAL CONDUIT v, w j` TIE-IN LOCATION STATION 6+49 ° m � : - : CATCH BASIN (L) ! PH NE LE & ELECTRICITY >' > `'- __.- '- WATER GATE V LVE ~` ° ,, "�""` RIM=111.22 "'C' ) ml m "' ---- -._ STATION 6+37 _ (auJ -r� 4 vcmr'P INV.=108.17 IN LLED AT 3 BELOW GRADE. _, _ - _ CAUTION TAPE TO BE WATER GATE VALVE = _ TYPICAL GAS IN TALLIED 6" ABOVE CONDUIT i - TIE-IN DURING BACKFILLING _ STATION 0+29 �' - Architects and Planners CATCH BASIN (R) HKT Architects Inc. RIM=111.36 INV.=108.28 8" SEW R PIPE 2� SL j m 35 Medford Street � / 8 SE R PIPE 2% 0 E + r , GAS LINE 130 - � 1✓ ° GAS LINE NOTE: 1 FT. CLEARA CE Z PVi STA 0+75 Somerville, Ma 02143 r / 00 i NOTE: 1 FT. CLEARA BELOW WATER LINE 0 617 776-6545 PVI ELEV = 112.50 ;;� �' J �, % / BELOW WATER LINE CAIUTION TAPE SHALL F A.D. = 6.27 ` � $° ( " Q Consultants `' �� 1" 4� / p� � � / CAUTION TAPE SHAL BE INSTALLED 6 AB VE STATION 7+92 � K = 15.96 i / P �ce� / STATION 3+75 0000 BE INSTALLED ABOV GA`.S LINE DURING SEWER TIE IN N MAC ,I� ��� �R' F.% DRAIN MANHOLE � GAS LINE BEFORE BAICKFILLING INV.=131.49 j a ENGINEERS, INC. 100.00 VC �� 4 RIM=136.17 �� B CKFILLING 739 CENTRAL AVENUE, JOHNSTON. RI 02919 v PHONE: (401) 943-3339 FAX: 943-5524 Gtr QG /�� INV. IN=132.17 z STATION 5+10 INV. OUT=132.17 j a CATCH BASIN I o STATION 8+68 0 'n u7 O `� I ; RIM=136.31 TSTATION 7+33 WATER GATE VALVE 0 STATION 3+80 ¢ INV.=133.38 v WATER GATE VALVE SEWER MANHOLE � � � (2) INV. IN=131.41 � �, STATION 5+00 INV. •OUT=131.31 120 / p LLI j z DRAIN MANHOLE w z ' RIM=136.38 w U_ CIS / SITATION 3+86 1 o INV. IN=132.90 _j / / / CATCH BASIN (L&R) o INV. OUT=132.80 STATION 6 HO / RIM=136.35 SEWER MANHOLE w INV.=132.35 y� (2) INV. IN=130.52 z INV. IN=131.25 'z/0 U STATION 4+09 z INV. IN=130.52 w / WATER GATE VA4VE - STATION 4+82 INV. OUT=130.42 r - CATCH BASIN3(L&R) Z RIM=136 53HOLE / STATION 4+21 _,0oo -SEWER - � STATION 4+21 SEWER MANHOLE SEWER MANHOLE „>` / RIM=123.20 _ w INV. IN-130.85 r` RIM=137.36 INV.=119.20 001 INVI N=131.76 z 137-36 INV. OUT=130.75 + s- w INV. IN=131.76 • INV.IN=131.66 �� STATION 6+29 Z INV. IN=131.66 _ > 0 110 I SEWER TIE IN i C" INV.=130.58 1- LjjjSTATION 2+50 STATI N 4+26 Q DRAIN MANHOLE WATER GATE VALVE � v~i RIM=136.17 0 STATION 1+24 INV. IN=118.501 I� STATION 5+91 Z STATION 3+80 CATCH BASIN (L&R) INV. OUT=118.50 N SEWER TIE 1N w WATER GATE VALVE RIM=116.08 INV. =130.66 TAPPING SLEEVE INV.=112.08 TO WATER MAINU U I -a -a 0Q STATION 1+12 _ (; DRAIN MANHOLE j RIM=115.54 �- INV. IN=111.54 N DATUM ELEV INV. OUT=109.71 _0 _ N N a 0 100.00 © Nco osO �o cVo �o po o rn ^� prn pin cp0 �.� ^d- r7 p� ao a cov) � �N �� �� �� D0� �� ^� �.- SON ^cp ON N`n Nr Nd- No pp ai0 ..-= ..cV ..d' tV00 I+�N h�c0 el-o �� �rj �M �M �M �M �d0 �d�- �M 00 M 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 CZY N: LEFT EDGE OF PAVEMENT co N moi; cd p •� 47 ^ of " o oi€ ai' W li. 0 . p�' �i tc�f cV ►.� p tV a0 �� V•I to: 00' ^ N1 ►� RIGHT EDGE OF PAVEMENT �:; .w= col N`. of ^i3 o ^M �' �I A �i Ni �! �j �1•? �' �' ' Ji �i V'i �•0 �i �• �i �j �•I nz F N- 0 � GRAPHIC SCALE � W _ 40 o so 4o so neo 1"=40 HORIZONTAL N a . . 1"te 4' VERTICAL p Scale FEET _ HSC EJM W a 1 inch = 40 & Drawn by Checked by . ( VERTICAL IN FEET ) . 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DH(FND) 5 z Q) Q) WATER _W_ I x z u :3 WATER GATE VALVES LA UA Ld S39'05'1 8"W 11 11 1 LR - UA 0 7 WF#131 0 FIRE ALARM PULL BOX Lp t-) Ln CS N MANHOLE 14.12' GAS F.) — JE- T-.) WF# UNDERGROUND ELECTRIC < EW HYDRANT EDGE F BORDERING VEGETATED WETLAND of OVERHEAD WIRES OHW- C7 E LIMIT OF WORK b 2 E E rn Q) Q) Q) 'sit04 WF SILT FENCE ------SF— 7 #1 3H WF#13 as IIWW�F#i�,_, WF#13 0 1 (L V) V) PROP. Rrf. CONC PAVEMENT WF#3PWF#1 3Q WF#13G EXISTING UTILITIES LEGEND { \ 8 Ge. C8 D H. ca D.M.H. H. ` j 1: h. C-CrI57STRUCTON BASELINE WF#13F t t (D ,4 W. 1. I'D,R A I N Ir SAWCUT EXISTING PAVEMENT V 0 - D .B D.C.13 �WF#1.3X G ...... .......... it AS S t D. • •WF/13Y 0 D.C. WF/1R .............. D.C.13 0 < V) 200 WATT HIGH PRESSURE SODIUM / wF�uA 14B NEW DO LE 5AS IN COBRA HEAD LUMINAIRE MOUNTED Lj ---— —----- T-—-——--------- 0. T E�:_L EDD I 01N T ON 25 ' ALUMINUM POLE. WF#13C STOP SIGN SF -SF (STAs 50, 175, 300) 11-11 WF#1 4C z 0 ............... C7 624.71 ' LLJ 11 FND) DH(FND) _j V) �:: 5t / N35o42'51 "W WF#13B 7 - - - -_ - 0- 0 :D MWF#14D 0- LjoQk-V; WF#13A W, WF#12____LX WF#1 4GH x _ i It N/F N /F A `! 'rRUST —MYIF#1 10 XWF#15WH 111 G I I L A."N D Pr.IL 'Y ("Al'Y OF SALEN-1 1 99 40s Scale PG EJM GRAPHIC SCALE Drawn by Checked by 40 0 2 1 0 4 1 0 8 1 0 160 Drawing Number 12-1 -98 Date IN FEET 1149 1 inch 40 ft. Job Number C 3 DEFINITIVE Drawing Set C:\EMAC\PROJECTS\l 1 49\ DRAWINGS 12-1-98SI TEPLAN S.dwg 1< LOT # (TYP.) % ie I ' 1 � 3 / N/F ASSESSORS ASSESSORS MAP# (TYP.) CITY OF SALEM S36°43'05"E 641.08' N/F 269.44' �' 371.64' '1 i qcf HIGHLAND REALTY TRUST ZONING DATA PARCEL A _ I Number Revision Dat '33'03DISTRICT R3 ' AREA=60,700 S.F.t ) _N �26.80' 46.61' N24'39'34W r 22.01 En 133 "E I` jof MINIMUM SETBACKS: O I d�o� 2 �! .��. _ FRONT 15 FEET r P J #21 OOD "'1 o I R� WOOD ; �° !} SIDE 20 FEET 1 r17- 5� #�9 S65'14'34"W r- `� I 0 REAR 30 FEET '- --`- / 711 TIONC Registrations CONSERVA MAX. BLDG. HEIGHT:A=31°20'27" e _ I f _ AREA 45 FEET L=158.63' p0 S24'39'34"E I i6�•$IO AREA=270,026 S.F.t _ R=290.00' ' �° \ Bi T. 18.73' 20 03'- 1 1`° Ln ERjAgS, � \ CONC. _-2�l n �E�� L-- -- ,�� \ f USN *FOR FURTHER INFORMATIONCALL w1 CITY OF SALEM BUILDING INSPECTOR. 05 11 1)1 35' 7EM� �µEt� (978)-745-9595 229 95 0l Icv. ,OC11_C`'� _ UPUGd517-IA \ BIT. 14 1 1 / \ u�l __ , �\ cave.BiT _ �5 $1 1 1 zil 43 49 E CoNc. _ 45',2 c,i1' W 1�� , 1 \ 118, , �' W 1 1 Iw1 ��` DH(FWO) -- - Architects and Planners 10 1 ,� �,, Int m' o / '30'�, 87 93' r PARCEL DATA 1� �, 1 Alw 1 - ,` \ UP�s,�_,o �o - HKT Architects Inc. 2 �LOT # 4 ,� a, �% �3 �� [ A=20.10'32" 1 2's�' 11s , w ,c0 �_ _ co L=20.42' 1 CIVA �, A N ` DEED REFERENCE(S): 35 Medford Street / R=58.00' ��1�. 1 L_ m °' o J 'Go' i BOOK 5959 PAGE 471 ` CV LOT # 3 w Somerville, Ma 02143 " LOT # 5 1, _ 1 `C �/ r O m* t` I �g4.07'23" 617 776-6545 \, 0 1 ,� PLAN REFERENCE(S): 'rc TAL e =42.19'03' �� i, `l 'Sn u6` w L-gd g= BOOK 1 23 PAGE 25 �� ' R=58.00 Consultants 0=38"51'44" �, a=07431'17" L=42.84 ! ,5 f p L_196.70� \ L_38.07 1-4 =58.050' OTAL___ S'21.43' �8 98 \ S °� --- -- T R-290.00 R=290.00 i 43 48 _ �� ✓ �1 4 PROJECT AREA: O LOT SUMMARY 49 E L_63.26 98. 10 2'j0"E r Z + B.E. °M. \' \ � �.► 8 '04' ! R-58.00' _ " 08' \'�. 96 78, 435,578 S.F. - i N C o R F o R e T E D AREA S.F.f '� �, I /� d ' - , 0-55.2!4'28" L=27.60 - , 8.E0 M PROJECT 980313. AutoCAD file 9D VXI.C.q _ L=26.4 - LOT # 1 7,993 ' R-58.00' 0-34025'26 R=58.00' \� LOT2 ........................................... 8,391 0 / 1L=34.85' LOT �# 2 ; # LO"I' # f� -- ............... R=58.00 _ " LOT # 3 8,049 el�c. � e-90°30 25 LOT # 4 ........................................... 8,032 I _ , *�. =25.27 - / co w� UP#1v. LOT # S ........................................... 8,776 - B7 b N =16.00 �� os � � 0 1 LOT # 6 .............................. 8,049 �E 98' 2j•44' •, m iS2j•4p S LOT 7 ........................................... 8,404 r N2j• ��0 28 10008` • _ 2 L, ,�, F # 43 48„A i \ ` ze 88, i\ . j - `` acv 8� "�..,�. ! \ CITY SALEM LOT 8 ........................................... 8,369 / J - '� RIGHT OF WAY 38,789 CONSERVATION PARCEL A........................................... 60,700 AREA //LOT # 7 / AREA TO BE DEEDED ~ +� / / LOT # 11 / AREA=270,026 S.F.t �� / CV / I ! r / FOR CONSERVATION 270,026 / - / o - TOTAL AREA .................................... .. 43 ,578 1\ x Z L , oo LOT # / / / m W'''" Q� Z 41.9,�5 n1P `I cons` 11 S3�4.12 8"W Q i� i J ^^� 8814' ' Q) Q) CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMA CE N _ 'fir' � WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEE S. 43"49-N, 69.300 =06°12'51" n U U jS L=27.11' I i - C C Q 3,3y, R=250.00' ( P4 f,3,i Wf3W / �� Q� Q !r O AUGUST 10, 1998 �F&'AS,S UP118-12 'ten ^ 0=23°58'06" � / - *n3o � �a . �n' _ �`� L=87.72' W#13P , y Q CHARLES \ A=75040'15"15" TOTAL G� f 1- - T. L-33.02' o=74"55'20" R=210.00' i � - - - - LEGEND I- Q No L=2'lb 609 BIT. m , R-25.00 L-274.60 �i 1 4) 4) Q) Q) 9 �Q /fir CONC. 1 R=210.00 PROPOSED - o U O CHARLES T. CAMP PLS 377 'a `"o s�;~x�� ` +� ', �� / Q�G4 PAVEMENT -'• O j y - cB�H---CONCRETE BOUND WITH DRILL HOLE o - ` ° „ Ac ° , " W / - - s E] sBUP STONE BOUND WITH LEAD PIN �- S35 42 51 E ms_ l 0=76 03 17 I L_ CONSERVATION f y 0 P IRON PIN AA ' L=331.85 ! _ - - R=250.00' o m AREA `�rn3F - - - - Oce CONCRETE BOUND z -0- -PROPOSED LIGHT POLE -PROPOSED 0 AREA=270,026 S.F.t \ - - - - J - �MFn37c ° -� - LIGHT POLE (OVERHEAD) 0 _ n SIGN 1 SEE DETAIL o=50°59'14" �'°� - ,,�� ""13Z e coNc - BITUMINOUS CONCRETE > z O •6 L=186.88' �� CDNC. - CONCRETE _ '� I _t35 42'51"11 - CB To SET (tra) R=210.00' ,�-n3C , cc - CONCRETE CURB m Q Q NITE CURB 624.71' \\ / nom Gam/ WETLAND FLAG ~ J � ) N35 42. 51 W �,.D \ O t, S 4=104°19'45" c ° � " W Z � m L=29.19' � � � �/ i -- LLJ �=85�----- �r3 1 � R=16.03' � ,n �� > z 1 FL _- - N35.42'51"1► nz _ 1 / / BIT. 1 � �.,. 'Fn� L�4wrn.a - � W inuTs aF % CONC. �� i w �' � � DEFINITIVE SUBDIVISION PLAN z °� < RETURN CURVE 1 I 13 c4 Z W S - 1 N/F I sar�r�,D �c �' _.•- ' ' SUBDIVISION . INDEPENDENCE HILL SUBDIVISION P LLJ ---FL------- �W#15M" INDEPENDENCE STREET NAME : INDEPENDENCE DRIVE 0 m -- ( -- ) ---- -- -- ---- HIGHLAND REALTY TRUST - ` iP FND - 13 OWNER SALEM HOUSING AUTHORITY REG.LAND SURVEYOR : B.E.O.M., Inc. c 90° N/F HILL SCALE - HOR 1"= 40' ADDRESS : 4 FIRST STREET 1 CITY OF SALEM SCALSUBDIVISION DATES: 08-12-1998 4 S SIGNATURE : MA ------------- UTILITY -- -------- UTILITY LEGEND 1" = 40' UP#13 1 PROPERTY CORNER I BENCH MARKS USED: X-CUT ON BONNET BOLT, ON HYDRANT Scale �I REFERENCE ONLY _ ____ ___ VF CTC N29'28'22"B ELECTRIC E , SALEM PLANNING BOARD APPLICATION FILED: Drawn b Checked b FINAL PLAN FILED : _` _- -_0.74 r r -- PROPERTY LINE------- TELEPHONE T - CHAIRMAN HEARING DATE : ------------- Drawing Number 1 PLAN APPROVED : ------------ B-14-98 DETAIL - NOT TO SCALE OVERHEAD WIRES OHW A- DETAIL - NOT TO SCALE �L�I~;� ------------ Date ' PROPERTY CORNER �- 7 C2 ENTRANCE DESIGN --------------------- --- ------------------- 9 b3 IP FOUND Job Number -------------------- DEFINITIVE Drawing Set - C:\PROJECTS\1149\EXISTSURVEYnTLE\ w Ell / 59.50 . 10 64.17! ' 62.01 -r-'-'- 1 11 69.39 57.11 1 13 _ Il I , 58.38 --i/i --'� I 58.76 59.tr-' ----- OT d (TYP.) _ e&8p 1 J 1 5p,67 9B.t8 59.69 ___/ A � NIF ___ - -__-__-__ - 70-------------- - _69.16 =k,,-- `----- _ -- - / _ 1.95 \ _- �_- Q� / i / OfAS�ESSORS CITY OF SALEM 70.39.--___------ �_� ---- _,_ - `------------------ - ,- --- 60.55 _5fv7 1;10 `-E' -------- ---- _-- "�.1 _ `� 61.14 -./ /., -, ,MAP/ (TYP.) _ /�? ���«� �•��a� � �e ��r��.� �c�.��r .u�wsrRfrt=,_--------- --- ` _ `-3:-------------�s �r -_ -.`.-'' r' �•-___�"'- -_____.-/ /'/ J �/// �Aqc N�F i "_: - -_ --------- -< < _ ,_ __._---------__ � - `��.�_-- ----_ „\ DATA F HIGHLAND REALTY TRUST - ^8 0 641 .08'_ - _ _-_-______-____- - ,r2o7 ea.6o___ -------------- _-- ` - - ---------- r-------:--- _ -_` `_ = pp -`."-`-_._,,, �\ �.�`� � _ ' 7171 �-' - r /''1/ ///s�Q=I --- --- ea.S3�-- _------,SL--- _ ;948 - _ '-- -------- ---' ���' _r-- _''- __-'i'//�� 2 1 8y•zk '=� ----' .71,,2 ' i'' r'•74.74✓''y31 '�i"% i, 71 "o _O CD CA LD - - s:-x: , V v .r. Cn N O. X to CD o. a c Number Revision nate N 07 �. (31 1 1111 fill I M tD111111111 1 111111111 1 111 t0 M C_ CD r ! t i d - - ,r I Registrations CD : ! ;: , I. I _ _ - J; ;, ; LL ILL IT I till [III 11Hfifilif I III I I LLJ LL Lu T I I - r = _....L__l. U_.�..L.._I { , : ,I I it 5EGONCP FLOOR ' ii L I U _Lj I I I III I I I I I I fill IEL. 8'-9 1/21' I I I fill U L.1 11I' 1 1111111it } } } '} } j: { t Architects and Planners : : { { HKT Architects Inc. J.._a. � l _ LT-0 1_0 rLO t { - i , , i I ; 11 } } i ! 35 Medford Street _.LLI_..L�_C 1_ _ FIRST FLOOR Somerville, Ma 02143 } } } 11: 1 EL O—O : • ! t Lj t a ' _LA .._.._. }_.._ _ . 1�.... I ..._1. 677 776-6645 .111 1 1 fill Ill Consultants MIN 11 1 6 ELEVATION FRONT ELEVATION ELEVATION SIDE E.EVAUON a _ LM 3: 0 Q V � lilt 02>c >c Q •N W W w CL CL E E Q) W W E IIIIIIII Hill 111 11 lilt I 1 11 cc ca Co Co CD i FM L Il 11 lilt IIiIII !IIl Hill lilt Ill ; I 1 11 it )Ill I I miiliiii . : t -...{ }_ �_{ 1. 1 ' j' , , } } , j ' 1 } -F V1_ i _ L _ , �� Z I Ill SECOND FLOOR _ fill IllIll I IlItHil I �=l I I I I I lilt Ill I illO } } IJTYFLFTI I _j I �-IrY > -'-� _U LLLT Ill LLIA L_ .11111 t#ft� 111111 W } } } I Ill J :U�mI11 1 W LLJ. 11 1 LI -Li '_1 J_ ; { j : iii I IF 0 till I 1 11111 1 1 fill lilt I I IIIIHIIIIIIIII, 11 1 1 It i fill I Hill I IIIIIIIIII I Ill Ill 1 11111 Ill 1 11111 ill I IIIII ill IIIIIIIII I fill I I ' m o FIR5T FLOOR : : ,t 'ri I I r L� i ; .. Ui iEL. O'-O• aJ.=_U.Li. '_I !.1,I. I i I_. ! =�.t_ I 1 3 o �fryW 1/4w O 1'-0111111 Scale ELEVATION BACK ELEVATION ELEVATION SEE ELEVATION JDL JMS 1411 = I�_O11 I/411 i�_��1 Drawn by Checked by = Drawing Number 8-14-98 Date 9737 A3 , 02 Job Number Drawing Set IF:\PROJECTS\9737\MASTER\737MFLR-2B _O n fi to .• (D W ;. U) ' 0 o. to CD CL a c r17 Number Revision Date i` I A W I ILLIm I r CU CD Registrations LiI ifill III I I ' SECOND FLOOR *. 1/2" C IVEMM ID ® Architects and Planners , _ I i it I lilt I I IIHIII . I 1 11 HKT Architects Inc. IT- - - - 35 Medford Street FIRST FLOOR Somerville, Ma 02143 ' +j EL. Ill ! `, k 617 776-6545 MINIMUM Consultants RUN ELEVATION FROW ELEVATION r= - ELEVATION ENTRY ELEVATION 1/4" = I'—oil 1/4+1 � Il-oil L O �ITM s" LM .�.d W aD02 Q -a 1, SECOND FLOOR w ji i. �- Q E E I _0 0 LL 11h ' �/� vo Clio co Z G FIRST FLOOR LI I f 1 1.1 Lil IJ JQ EL. O'—O" 11111 1111111 1 1 1 111111 111111111 11111 fill if RONNIE '-- Hill Q W J W OC ELEVATION BACK ELEVATION ELEVATION SIDE ELEVATION 1/4+1 S Il+—011 Q II4" = Il_0ll y W a Z X 0 :Dw 1/4" = T-W Scale JDL JMs Drawn by Checked by Drawing Number 8-14-98 Date 9737 A3v01 Job Number Drawing Set F:\PROJECTS\9737\MASTER\737MFLR-28 L f•) y CD cn tD CD ZE to O \ ' n ca f CD i' ° ' Cn / / Number Revision nate -01 CD � CL cv / \ ` Registrations / 00 � ,� \ NORTH U:) \ •� / co L / CD � / / \ \ / ♦ ) y CD L ` Architects and Planners HKT Architects Inc. 35 Medford Street Somerville, Ma 02143 \ 617 776-6545 • ` Consultants /• /-- _ `' ♦`f . ` ' SCHREIBER ASSOCIATES \ 370 Washington Street Brookline, Ma 02146 -A4 •t \ \ 617 739-8425 x216 t, j Jr - -- i ` k - — Q \ i < . _ U - • • 0 \ a CL Q V E E CDV] uIiiUN1 - �_ 3 00 \ 2 — _ 7 Q + o0o- �/ / z _ a CL w 000 � -���>3-�-- --_ -- - Subdivision Plan ` - % ---• -•—- : SUBDIVISION e-ndM � 1-- ------------- STREE? NAMES -------------- --- _ U Landscape_.__ A ���_ REG. LAND SURVEYOR� � ------------ � Z �••�-- �,t �,1 A 645 SCALE - HOR. � -�-- ------ A-D-DR-ES-S--- ----------- Jl � SCALE • VER --------------_ \ DATE- •j89%5-------- SIGNATURE---------------- E \ ,yo _ BENCH MAR USED -- -------------- a = 3O' SALEM PLANKNG BOARD APPLICATION FILED-----.-------- Scale ---- ----------- FINAL PLAN FILED------------- \ t avnN -------------------- NG DATE --- HEARING -Drawn by Checked by j CUMK ---- ------- Drawing Number ----------------- ----- PLAN APPROVE ------ ------ \ -------------------- ---------------- ---- Date ---- 9737 Ll Job Number Drawing Set CTS 9 73-/MnA-2B L s — _ - B I i i all . - Atithorit independence flill- Salem I tousi.ng r i' EIndependenceDrive ., Salem , a I .LIST OF DRAWINGS ftT 11' ' A-0 TITLE SHEET ` Ll LANDSCAPE PLAN A2.01 UNIT A FIRST & SECOND FLOOR PLANS & DETAILS Pt A2.02. UNIT B FIRST & SECOND FLOOR PLANS & DETAILS xi A3.01 UNIT A EXTERIOR ELEVATIONS �w • _ ' A3.02 UNIT B EXTERIOR ELEVATIONS ' Cl EXISTING CONDITIONS SURVEY C2DEFINITIVE SUBDIVISION PLAN, LOT AND EASEMENT LAYOUT C3 PROr-CSED LAYOUT AND UTILITIES 3.; .. C3-A LAYOUT PLAN y. t i { N' C4 PROPOSED GRADING • 'P�.B,C- T ''tet 2� •4 C5 ROAD PROFILE � C6 ?' EASEMENT PROFILE AND CROSS SECTIONS C7 SITE DETAILS - 1 r� SAL Lh'I C8 SITE DETAILS - 2 x Jlosfl,4rl � � ra C9 SITE DETAILS -3 FII t� Scl..o)JcS%% C F; a O _ � SITE s Pf4�Y�. 114 0 1000 2000 3000 4000 5000 60M Feet LOCUS MAP Subdivision Plan 1 Mie • SUBDIVISION __1» t�� -�]L--_----------- Title I V S ' IVet STREET-.NAMES __�NS�-F����1G��-��y —----------- OWNER _ft1121 NCA-,&)jDbC= REG. LAND SURVEYOR_-----__---_ SCALE - HOR. ____--- ADDRESS_________________ SCALE - VER._- ��---------- --------------------- DATE SEa-25 �Owner Architects Civil Engineers Landscape Architect • BENCH MARKS USED__________ Salem Housing Authority HKT Architects, Inc. EMAC Engineers, Inc. Schreiber Associates - ----------------------- Elayne Hart, Executive Director 35 Medford Street 739 Central Avenue. 370 Washington Street SALEM PLANNING BOARD APPLICATION FILED--__---- ----- 27 Charter Street Somerville, MA 02143 Johnston, RI 02919 Brookline, MA 02146 -__________________- FINAL PLAN FILED-____________ Salem, MA 01970 (617) 776-6545 (401) 943-3339 (617) 739-8425 x216 `MRMM _____ _____ _____ CLERK HEARING DATE -___________-- (978) 744-4431 x 111 --------------------- PLAN APPROVED------------- - -- - -- ---- --------------------- -------------------- -------------------- I s Y L N SILTATION 4"x4" POSTS RIP-RSTONE AM2.02.3 FABRIC FENCE FLARED , �... >... `r` , END ��.� -%°; - � <�� � . �, �y: Number Revision Date SECTION SILTATION FENCE h HAYBALE 31-011 Ac AA,..�•Y' � y_y'— moi/ II 1111 II II 11 II l A FLOW / w- ,.-;! r:-::, . l 7 15 44 F -14 +-1- 4 I -1•f- H- 4 HF I- -1-+ � ` � � I I I I I I 1 1 11 I I I I n r ,..i v.�. .,,-.:•s:..: %.,t..,�,.J,..:••....,..i"/"�%'-•.... r.. Std#1'�.. I I "I I I I I I " I I I I I I" I I 1 —0 1 1 1 � ' 1/��1 1 1 �,' 1 .- „ ..a�.���^,.. ��^--•.'%”y` ,�..,�}-s'(.:�� ��`y~..f'~�`: 20-091 I I I I I I I I I 1 t '�:s° { y ;- •h;:._. `:x ., , Registrations V I I V V V I I V V V I I V 1299 f" i ' •.: x� i /�' %�/,-% !a" U V V �.�`�- ,,ti_�,... ,_-,..sof t•�,C �"' 1 1 1 � 1 �i Y I l i ,.��•;�, , EXIST. GROUND I ► I ' 1�;ISI 1 1 1 -y y,. i ft `• ` :,w.-. �; 1 1 1 ' 1 , V 1 1 � •'.,r ,��,��, lYG SECTION FLOW XZX\ 15 HAY BALES ,� NOTES STONE CRUSHED (2 STAKES/ BALE) I , - - FLOW I , 1. RIP-RAP TO BE A MINIMUM - - _ _ - - - - ' I OF C LACED 2 FEET THI K P �, y � � ;� /'y �` ;,`•. ../: .. ON 12-INCHES OF CRUSHED STONE. ■ ® ® ® ® ® ® ® I Y,, Y,. - j.. 1 I / 1 �• •♦ k\ :�`\ �`� � ,,,, ', COMPACTED r l � SUBGRADE Architects and Planners HKT Architects Inc. DIRECTION OF RUNOFF 1RIP — RAP DETAIL APRON_PLAN35 Medford Street Somerville, Ma 02143 C9617 776-6545 Consultants 16ENN'GAIcNEERS, INC. FABRIC EROSION CONTROL. 739 CENTRAL AVENUE, JOHNSTON, RI 02919 PHONE: (401) 943-3339 FAX: 943-5524 C9 SOIL EROSION AND SEDIMENT CONTROL NOTES 1. Prior to any disturbance of exterior soils or surfaces, a silt fence will be installed and haybole check dams shall be installed around all catch basins on site as shown of the Demoilition and Site preparation plan. 2. All roads and areas not to be vegetated shall be stabilized with stone immediately after grading. 3. All areas to be vegetated shall be immediately sown with a rapid growth seed after grading in addition to the specified seeding. >. 4. Wherever possible, existing vegetation shall remain undisturbed until such time as proposed grading is to be performed. •L- O 5. All swales shall be provided with stone check dams to provide temporary sediment traps until vegetation is fully established. - •� } MIN. TRENCH WIDTH Check dams shall remain in place for one full growing season. = Q O.D. + 2 FEET Q (MIN. OF 3 FT.) 0 SURFACE AND 0) CROSS COUNTRY PAVED AREAS PAVEMENT U U II GRAVEL BASE � � Q •� COURSE AS SPECIFIED AW5 M CL E i 00 0 0: PLASTIC MARKING TAPE > D0 00V (PER SPECIFICATION) O�o Z Oo 0 UNDER PAVEMENTS, 0 0000 . .. '� '� BURY TAPE 2" BELOW o00 0° K, II 00 0 � o ,,pct PROPOSED GRADE. >•` 0� w Q 00° �` a . °�o o > U EXCAVATED IN SITU SOILS OR BORROW COMPACTED AND BROUGHT TO 6 A BELOW FINISHED GRADE, THEN IK) 00 : y LOOSENED TO A DEPTH OF 4�� (10 INCHES BELOW FINISH GRADE). ..12.':.MIN: \ 00 •, ��f SIDE SLOPE AT 1:3 MAXIMUM 6' LOAM WITH SPECIFIED SEED EARTF ROCK /�� / / /�. / / .. W COMPACTED BEDDING MATERIAL (6" MIN. DUCT BANK W/CONCRETE ENCASED CONDUITS u F V) 1819 0 ELECTRIC TRENCH WATER QU ,ALI TY TREATMENT SWALE 0 Cg C9 CROSS SECTION NONE Scale PG EJM Drawn by Checked by Drawing Number 8-12-98 Date 1149 Job Number C9 DEFINITIVE Drawing Set D S 8-12DEwg I 1 12" ON PL CURB N5�� RP �Asa IN 5 R Rp,N ►S!�Op�� 00STO _Tr ONE WAY Number Revision Date J 1 1/2" BITUMINOUS CONCRETE TOP COURSE �I 2" BITUMINOUS CONCRETE BINDER COURSE Gv-� R L\NE o a0 Registrations J n 10" SQUARE CVS PERFORATED GVRB GALVANIZED NOTE: ��U�� STEEL POST » 912" COMPACTED GRAVEL NEW V SET SIGN 18 FROM 00o BASE COURSE - FACE OF CURB. PARK G° 0 NUT AND BOLT 2 1,/4" X 2 1/4" g ° COMPACTED SUBGRADE ANCHOR SLEEVE TOP OF GROUND CURBCUT DETAIL 1 OR PAVEMENT ` 8 r Architects and Planners TYPICAL PAVEMENT DETAIL C8 N.T.S. ° -� � HKT Architects Inc. to N.T.S. C8 2" SQUARE SIGN N o 35 Medford Street POST ANCHOR I Somerville, Ma 02143 1/4" WIDE x 1... DEEP 617 776-6545 SAWN OR TOOLED BROOM FINISHED CONSTRUCTION JOINT 4" CEMENT CONCRETE W/ Consultants 6x6x1O/10 WELD WIRE MAC MESH ENGINEERS9 INC. .• : ' a 739 CENTRAL AVENUE, JOHNSTON, RI 02919 e o v PHONE: (401) 943-3339 FAX: 943-5524 1 1 2 LOAM AND SEED BITUMINOUS BINDER PAVEMENT `'� •t," " � .:� SIGN POST 2-BINDER, 1 1/2" TOP SURFACE 8" COMPACTED < GRAVEL BASE „ VERTICAL GRANITE CURB : G C8 (5" MIIN. X 18"f W/6" REVEAL) UNDISTURBED CEMIENT CONCRETE 2500 PSI COMPACTED SUBGRADE SIDE OF TRENCH EXISTING SUBSURFACE M E IAJ<'`/ EXPA I N CONCRETE `. NS 0 JOINT AT 30 O.C. ; , ,�/`y . .. ::' L .j y.\ THRUST BLOCK \ \ �. .i \ `;� \ice \ 12" COMPACTED GRAVELIT71 �% V. » 12 . 6'-0 0j 0 A_ CONSTRUCTION JOINT D COMPACTED BORROW �/ ' � � " �' `���' L — p10 VERTICAL GRANITE CURB CONC. CURB �! �+ '' '�� PLAN AT TEE U V D Q .� C8 � � � � Q X �.,,.. X 0 1 PLAN AT TEE TYPICAL CEMENT CONCRETE SIDEWALK N.T.S. D� .. N E C8 � � � � 00 IN UNPAVED AREAS INSTALL a _ _ N cov) AN 18" X 18" X 4" CONC. 12„ ° �. s /2 a_ PAD AROUND VALVE BOX H ff H /.: . . CV VALVE BOX \;\ `` , *\ ", ' 1 GOOSE NECK SEALER 2 CLASS I BITUMINOUS D/2 SECTION Y—Y .I WYE CONCRETE PAVING TYPE 1-1 Q �� EXISTING PAVIEMENT SECTION X—X I UNDISTURBED EARTH 1 ELBOW 2 CURB COCK LiJ 2" TYPE K COPPER TUBING NOTE: D 1" CORPORATION COCK %' �/ 12" COMPACTED GRAVEL LLJ�jj \\ DIAMETER TEE 1/4 BEND 1/8 BEND 1/16 BEND Lit \/ 1 . 3,000 PSI CONCRETE E— %�% D H L H L H L H L (� 2. THRUST BLOCKS SHALL BEAR » » » » ,� » » ON UNDISTURBED EARTH. j�/j 4 12 24 12 18 12 16 12 12190 COMPACT INSITU SOILS PRIOR TO PLACEMENTOF GRAVEL 6" 18" 24" 18" 30" 16" 22" 16" 18" 3. CEMENT MIX SHALL NOT BE ALLOWED TO RUN INTO EXISTING WATER MAIN 10" 24" 36" 24" 36" 24" 24" 20" 24" PIPE JOINTS NONE 4. DIMENSIONS FROM PIPE TO TRENCH Scale 14 WALL IS MINIMUM 1 SAWCU T EXI STING PAVEMENT PG EJM I 3 Drown by Checked by WATER SERVICE CONNECTION 15 C 8 TYPICAL THRUST BLOCK ON BENDS Drawing Number 8-12-98 C Date C8 1149 Job Number C8 FE( Y:l DEFINITIVE Drawing U. \tMAk;\MUJLGTS\1j4V\ DRAWINGS 12-29D dwg • MUELLER OR AMERICAN DARLING OR EQUAL OPEN RIGHT HYDRANT FACE STEAMER CONNECTION TO ROADWAY FINISH GRADE IN UNPAVED AREAS INSTALL AN 18 X 18, X 4 CONC. Fn i PAD AROUND CURB BOX 1" WASH 1° WASH O.D. + 2 FEET (MIN. OF 3 FT.) Number Revision Date U SURFACE AND HEAVY DUTY CAST IRON FRAME AND COVER I CROSS COUNTR PAVED AREAS PAVEMENT A MINIMUM INSIDE CLEARANCE OF 24". 3 PIECEGRAVEL PLAN VALVE BOX COURSE AS E 10 C.F. OF 3/4" TO 1 1/2" SPECIFIED CASTINIG TO BE SET IN WASHED CRUSHED STONE I 6"' CAST WATER MAIN `` TOP OF STONE 3" ABOVE I FULL BED OF CEMENT MORTARIRONBACKFILL PLACE y' 0� DRAIN OPENING 01)(3 - 0 Obi`% PLASTIC MARKING TAPE FINISH GRADE AND COMPACTED ' AS SPECIFIED :.Oa 00 (_i / 00 00 !. (PER SPECIFICATION) NOTE: 5'-0" MIN. 0 0 O ' { • - COVER OVER 0�let UNDER PAVEMENTS, Registrations ,,x TOP OF ALL 00�P00 00 OQ BURY TAPE 6 BELOW ADJUST TO GRADE W\COURSES CONCRETE CONCRETE WATER LINES ;�,000 000 OO l TOP OF SUBGRADE �p 2' DIA. I . OF BRICK & MORTAR (2 COURSES THRUST BLOCK �= • THRUST BLOCK MIN 4 COURSES MAX ` - �) LuJ L Z' Z ♦. . �: ( TO 12 I 0 or ;( ;�rhi/ ��/`�/ /moi �lri j y (150 TO 300 mm) REINFORCING SUFFICIENT TO '�"' �''��� ' ` 3/4" TIE ROD wy INITIAL BACKFILL �I WITHSTAND H-20 LOADING TIE ROD AND CLAMP S RINGLINEf AND CLAMPS wa o : , a m :: `/ HAUNCH PIPE ZONE MANHOLE TO CONFORM TO ASTM FIRE HYDRANT INSTALLATION %` 12�� '% SPEC. C-478 5" MINIMUM w 5., MIN. • Architects and Planners � ' • 4 MIN. �• �� 2 , � fi `; 0 RING RUBBER GASKET JOINT �/ e i f CONFORMING TO ASTM SPEC. C-443 (TYP.) FIRE HYDRANT HAUNCHING EARTHX�:ROCK HKT Architects Inc. COMPACTED BEDDING ` MORTAR FILL AROUND PIPE C7 MATERIAL (6" MIN.) 2' MIN. TO 0.8' DIA. 35 Medford Street 4' MAX. OUTFALL PIPE ' MONOLITHIC :11 , ' Somerville, Ma 02143 BASE/RISER ' - ' ': • • PROVIDE V OPENINGS ... . . . . .: .. ... . • . -. . :.: 4 UTILITY TRENCH • 6,7776.654 tp 12" CR(ISHD STONE SHAPED CONCRETE INVERT FINISHED GRADE PAVEMENT Consultants UNDISTURBED MATERIAL ��/ \� i \\ �i/)(�\\ C 7 ENGINEERS, MAC INC. SECTION `�' ADJUSTABLE 739 CENTRAL AVENUE, JOHNSTON, RI 02919 VALVE BOX PHONE: (401) 943-3339 FAX: 943-5524 DRAIN MANHOLE GATE STEM FOR "T" WRENCH C 7 NOTE: 1. FOR INVERTS SEE UTILITY PLAN "' GATE VALVE/BUTTERFLY VALVE 2. MANHOLE SHALL CONFORM TO CITY OF SALEM STANDARDS. WATER MAIN r / \ J h 4 FLANGE FRAME AND GRATE MIN. WEIGHT = 480 LBS. ` s � MIN. WATERWAY PASS AREA r OF GRATE = 225 SQ. IN. 3 DETAIL. ❑o ❑ _ ° GATE VALVE ❑01000 `, SCALE : NONE > O ❑0000 C7 ❑❑❑ /y ' _ r 24" C.I. FRAME & COVER ` U U • " � FINISHED GRADE GAS TIGHT PLAN U U FINISH GRADE HEAVY DUTY CAST IRON FRAME AND Q U) PLAN SET FRAME IN FULL GRATE. U U MORTAR BED 0 Q FINISH GRADE HEAVY DUTY CAST IRON FRAME AND O � GRATE HAVING A MINIMUM r _ INSIDE CLEARANCE OF 24" _ . .. %J�t:y U U ADJUST TO GRADE WITH :. PRECAST REINFORCED CONC. _. _._ CASTING TO BE SET IN !� E SEWER BRICK . n MANHOLE CONE SECTION — — � FULL BED OF CEMENT MORTAR U U U CASTING TO BE SET IN (2 COURSES ONLY) ALUMINUM SAFETY STEPS n a FULL BED OF CEMENT MORTAR a U p Q STAGGERED VERTICALLY __..-_..........._.......�...__ ' ADJUST TO GRADE WITH a. — — V) M .. 3'-0" ECCENTRIC CONE 2 DIA. 2X4 COURSES OF RED CLAY BRICK ADJUST TO GRADE WITH PROVIDE TWO COATS OPN G (FLAT SLAB OPTIONAL) , ` COURSES OF RED CLAY BRICK V 12" MAX. `1 �� BITUMINOUS WATERPROOFING AND MORTAR (2 COURSES . AND MORTAR (2 COURSES MIN., 4 COURSES MAX.) MIN., 4 COURSES MAX.) z a 5'-0" I.D. RISER SECTIONS CATCH BASIN ' ° -._.._.. _ __ PRE-MOLDED 0-RING SEAL CATCH BASIN (AS REQUIRED) TRAP MORTAR FILL AROUND PIPE A ti'W TRAP W\ CLEANOUT ' OUTLET PIPE • ; . I MORTAR FILL AROUND PIPE OUTLET PIPE 0 RING RUBBER GASKET JOINT (n o ; CONFORMING TO ASTM SPEC. C-443 (TYP.) b PRECAST REINFORCED J ' a 1 CONIC. BARREL SECTION 0 RING RUBBER GASKET JOINT. Q CONFORMING TO ASTM SPEC. C-443 (TYP.) 2' MIN., TO 4' MAX. V) REINFORCING SUFFICIENT TO Lij BASE SECTION N z WITHSTAND H-20 LOADING ; 4'—O" N PRECAST CONCRETE " CONFORMING TO ASTM C-478 MIN. h 4' I.D. REINFORCING SUFFICIENT TO Ltd .' PRECAST CONCRETE PRECAST REINFORCED CONC. (— CONFORMING TO ASTM C-478 MONOLITHIC MANHOLE BASE WITHSTAND H-20 LOADING F n =` �` ` ;; 12" CRUSHED STONE o >... 12 CRUSHED STONE <,, 0_ � ,�.;:: 60 X. �ti ..., '\ i1,.\` f� �\\ ' UNDISTURBED SUBGRADE \y/1 UNDISTURBED SUBGRADE " 12" .s e Y' SECTION FOR INVERT SEE UTILITY PLAN NONE SECTIOIN Scale FOR INVERT SEE UTILITY PLAN f>" PLACE ON UNDISTURBED NATURAL EARTH OR ON CRUSHED PG EJM BASIN- Drawn byChecked by CATCH STONE WHERE OVERCUTTING OCCURS (TYP.) Drawing Number 6 SANITARY MANHOLE PRECAST DOUBLE CATCH B ASI N 8-12-98 C 7 Date C / NOTE: 2 MANHOLE FOR RTS SEE SHALL CONFITY ORMPLANTO CITY OF SALEM STANDARDS. 7 1149 C7 Job Number DEFINITIVE Drawing Set C:\EMAC\PROJECTS\1149\ DR WINGS 8-12DET1.dwg 1 PVI STA = 0+46.20 PVI ELEV = 137.60 A.D. _ —18.98 K = 1.32 EASEMENT PROFILE4 EASEMENT CROSS SECTION 35.00 V� �!�� STATION 0+00 SEE PROFILE THIS SHEET WATER GATE o GRAPHIC SCALE RIM=139.757 0 0 0 0 0 0 NOT TO SCALE TOP OF PIPE=135.75 M 0 ++ Number Revision Date Cl M Ld U (HORIZONTAL IN FEET ) , > m o n 1 inch — 000 ft. 20 � 'd' ( VERTICAL IN FEET ) 14 `4 0 1 inch = 4 tt g w 50 5' CONSTR. @ 5 5' 3 w 0 (4' MINIMUM) (4' MINIMUM) (4' MINIMUM) (4' MINIMUM) wo C� � Registrations Li STATION —0+03 PROPOSED GRADE TO MATCH EXISTING < SEWER MANHOLE RIM=139.75T VARIES w w VARIES INV.=131.75 �,,.� MAX E 3: 1 Q a MAX SLOPE 3:1 1 a 130 \ Z w o GAS MAIN ENTERING EASEMENT "�' w w > AT STATION 0+10 �: o > 0 -- PROPOSE - NOTE: CAUTION TAPE TO �\ o0 > a 8E INSTALLED ABOVE GAS LINE \\ y !` 0 Architects and Planners FOR ENTIRE LENGTH OF PIPE 0 -'X of BEFORE BACKFILLING TRENCH t5z z N UJ _ HKT Architects Inc. STATION 0+30 WATER GATE spy `t M O 35 Medford Street RIM=138.35 Z iTOP OF PIPE=134.35 �O� Somerville, Ma 02143 N 120 617 776-6545 STATION 1+58 Consultants SEWER MANHOLE MAC 11 INV=104.75 RIM=109.40 ENGINEERS., INC. -9� S (EXISTING GRADE = 109.2) RAISE GRADE OF END OF FARRELL 739 PHONE•NTRAL(401) 943-3339 0HNSTO . R1 . 919 FAXN943-8524 COURT TO MATCH PROPOSED RIM ELEVATIONS AND TO PROVIDE 4 OF 8 SDR SEWER MAIN 6 DUCTILE IRON WATER MAIN GAS MAIN COVER OVER PROPOSED SEWER PIPES. STATION 1+84 SEWER MANHOLE RIM=109.20 I INV=104.50 (EXIE TING GRADE = 7.5) 110 `�. ly 1 8 SDR 35 SEWER MAIN \q SLOPE= 1.0% ;i ROAD CROSS SECTION = o 100 Q SEE SHEET C5 FOR PROFILE SCALE: 1"=4'-0" Q N El -0 -0 Q O 8" 35 SDR SEWER MAIN TO TIE IN 40 (1) Q) TO EXISTING SEWER MANHOLE EXISTING INV. OF 104.29. �" �' E E E SLOPE CONNECTING PIPE AT 1%. � » � N N � (SEE PLAN VIEW, C3, C4) 3 a CONSTR. I@ o c— 0 STATION 2+41 w " w 90 WATER GATE 0 5 -0 3 -0 12 -0 12 -0 8'-0" 0 a RIM=98.58 H- TOP OF PIPE=94.58 WALK _W_I STATION 2+50.21 O V) 4" GAS MAIN Z 90' ELBOW (SEE SHEET C3, LAYOUT) � 0 TOP AND BINDER COURSES !— VARIES GR VEL BASE COURSE VARIES Z W �-- 2% 27 MAX SLOPE 3:1 LiJ V) w _ PLANTING STRIP Q W ('0 DAYUM ELEV MAX SLOPE 3:1 ~ (n V) 80.00 > w 0 r•) m ^ •- 0 0 0 ov � z LTJ N Q . oA . d •o N of 0 cis 06 cz 104 D Ir Z_ Z_ > > F Ld F-- Q 0+00 1+00 2+00 00 ` .1 Z > v W p LEFT EDGE OF EASEMENT 0,1 N o,' •�; �' o �- .:i w - AS SHOWN 0 cr Scale i I 10 -----w 1.�N� _ _I F z_ EJM HSC Drawn by Checked by N Drawing Number RIGHT EDGE OF EASEMENT N ►� � v�j N 6" DUCTILE IRON WATER MAIN r� p UNDERGROUND ELECTRIC IN CONDUIT B-10-98 Date 12" RCP STORM DRAIN 11 49 Job Number C6 DEFINITIVE Drawing Set DRAW S 12-29EAS —PR F.dwg ROAD PROFILE REFER TO C6 FOR CROSS SECTION HIGH POINT ELEV = 140.45 LAYOUT SHOWN ON C3 HIGH POINT STA = 7+06.24 PVI STA = 7+00 HIGH POINT ELEV = 137.55 LOW POINT ELEV = 136.63 PM ELEV = 141.00 Number Revision Date HIGH POINT STA = 4+26.19 LOW POINT STA = 5+00 A.D. _ -4.45 PVI STA = 4+00 PVI STA = 5+00 K = 22.50 PVI ELEV = 138.50 PVI ELEV = 136.00 100.00' VC I A.D. = -10.50 A.D. = 5.00 K = 9.52 K = 20.00 I 100.00' VC I 100.00' VC I LO U TYPICAL ELECTRICAL + vi + CONDUIT TIE-IN tD M r- N / Registrations STATION 0+11 , 0° LC) K) m DRAIN MANHOLE _........ .. .. ._. , RIM=111.39 r, v3 N .. _...._..._ _ INV. IN-108.10 + d; m m w mss_' L2 140 INV. OUT=108.0 �` r' J�� � TYPICAL WATER I I STATION I0+21 cii •• ELE R1CAL CONDUIT v w TIE-IN LOCATION 5D% ��.95 CATCH BASIN L U I .- `Z• STATION 6+49 O IAM LE & ELECTRICITY) m m �._. WATER GATE V LVE ` RIM=111.22 - ""� STATION 6+37 INV.=108.17 �� JIN� TALLED LED AT 3' BELOW GRADE. _ _ - - WATER GATE VALVE CAUTION TAPE TO BE _ TYPICAL GAS /_ 6" ABOVE CONDUIT i TIE-IN DURING BACKFILLING- STATION ACKFILLING STATION 0+29 _ % _ - Architects and Planners CATCH BASIN (R) HKT Architects Inc. ' RIM=111.36 � ��P/ / 0 INV.=108.28 8" SEWER PIPE 2% SL ( � 35 Medford Street 1 r I 8 SEWER PIPE 2% 0 E + 130 II GAS LINE Somerville, Ma 02143 {`• GAS LINE NOTE: 1 FT. CLEARA CE PVI STA = 0+75 ��v O'�° I I NOTE: 1 FT. CLEARA BELOW WATER LINE PVI ELEV = 112.50 ti / v , �� % o s17 77s-x545 f I BELOW WATER LINE CAUTION TAPE SHALL � A.D. = 6.27 � f #� t Ppb �// / CAUTION TAPE SHAL BE INSTALLED 6" AB VE STATION 7+92 Consultants K = 15.96 ,� / � ��,0/ STAT ON 3+75 I 00^ BE INSTALLED ABO GAS LINE DURING K, SR DRAIIN MANHOLE GAS LINE BEFORE BACKFILLING SEWER TIE IN MAC I 100.00' VC 'I ��;� QI r- INV.=131.49 I o ENGIINEERS.)RIM=136.17 + B CKFILLINGINC. Glv Iv 739 CENTRAL AVENUE, JOHNSTON, RI 02919 INV/. IN=132.17 I o STATION 5+10 PHONE: (401) 943-3339 FAX: 943-5524 COQ INV. OUT=132.17 I Q CATCH BASIN STATION 8+68 f I N RIM=136.31 WATER GATE VALVE Z '��' �� STATION 3+80 STATION 7+33 0 �P ¢ INV.=133.38 SEWER MANHOLE •- WATER GATE VALVE � / I (2) INV. IN=131.41 w w / STATION 5+00 INV. OUT=131.31 120 LUrc� IIQ TCH BASIN I W DRAIN MANHOLE ? ,l RIM=136.38 w / STATION 3+86 I INV. IN=132.90 STATION 6+57 / / CATCH BASIN (L&R) o INV. OUT=132.80 /f / LE RIM=136.35 I (2) IEINVM N1 F= 0.52 / INV.=132.35 I c„ INV. IN=131.25 Z �f I � w STATION 4+09 INV. IN=130.52 / WATER GATE VA4VEI z STATION 4+82 INV. OUT=130.42 STATION 2+63 z SEWER MANHOLE II r CATCH BASIN L&R STATION 4+21 _, Do STATION 4+21 ( ) RIM=136.53 SEWER MANHOLE 00 SEWER MANHOLE •� r "` / RIM=123.20 INV. IN=130.85 r +- f RIM=137.36 I_ RIM=137.36 / INV.=119.20 INV.IN=131.76 Ilczw, INV. OUT=130.75 INV. IN=131.76 STATION 6+29 O INV.IN=131.66 INV. IN=131.66 _ � II SEWER TIE IN z •- �, s 1110 i STATION 2+50 STATION 4+26 co INV.=130.58 < DRAIN MANHOLE WATER GATE VALVEI c**' N = Q RIM=136.17 STATION 1+24 INV. IN=118.50 I o z � STATION 5+91 STATION 3+810 CATCH BASIN (L&R) INV. OUT=118.50 ;¢ 0 SEWER TIE IN V V WATER GATE VALVfE RIM=116.08 Cnw •- TAPPING SLEEVE INV.=112.08 INV. =130.66 Q y TO WATER MAIN -0 -� 0 Q STATION 1+112 _ DRAIN MANHOLE RIM=115.54 CL CL E E E INV. IN=111.54 (1) (1) (1) N N DATUM ELEV. IINV. OU T=109.71 _0 _0 - 100.00 O O Nco Oo r�o cN0 opo po ., O .. rn NLO OM OV) ho 10. to ^ d- ., M O� .. 00 a � u7 ul u) u) �- N IR N � n O O O e1: of h 4i .� co r� o N N N ni O of N N ao r.� N "�co e1 0 r r.1 r ca �, r: ao of �, o e1 0 �, of r.� od .. Imo.- w � ^ .- ^ N .4N M ^ M ^ M est Amt ^ M M 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 .... ....................._.... ... .. ... .. ..................................................._....................«...._......................«............ .......... ......... «.......................................................................................«............................................................._..................,...._..........................................................................................._..... .......................... ._. .. «. . .... ... r _._. _.... ... _.._...._..__.._.._.. ___._._._.... __. . jI ? 1+ N? N 1+ o NI 1+ ~` oh{ LEFT EDGE OF PAVEMENT O `�� ^ `� Opi Oji �I �E `�' O1 W - O O to h N ' O N to to h N N af RIGHT EDGE OF PAVEMENT rid to r,j Qil rj "Sf rj p a• N 0 ce- 0 � a � J GRAPHIC SCALE w ,o ° x 40 s0 160 1"=40 HORIZONTAL 0 1"=4' VERTICAL d Scale 0 IN W FET i inch 40 )it. HSC EJM Drawn by Checked by ( VERTICAL IN FEET ) Drawing Number 1 inch = 4 !t. 8-12-98 Date „49 C5 Job Number DEFINITIVE Drawing Set DR WINGS 12-29ROAD-PROF.dwg _ __ _ ___ __ _ _ _ ____ _ - - F .I 0\., Asti 11_1I%' moo / -^.. / 82.tt _.._... .k 4.:. CITY* OF `�J�.I:.I IM � ;u.: ,> -1, r 4t sspp / -...,_,-,,,,,,,,,,,,,,,_ ,.,,,,...,.._............. 11 F t "h g�� '4 t g y, { _,...-..-.......................... ......,,.....c$;..:J Z.s.,,s:7 .)Iy:23:.1. ,,.A`.' 1.' ; w.`"^' ....,...,. �...,.•.,.,. _ " ,...,-„tet w.,,....._,. 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A t l IY OF I 'tI _. ,moo_- {snsw�i _ I Vs ; :" Iii II E.! ti:I) Edi.; i' ..._.,.,,. .. f '� _ , I. . , I� }JO.C8i3w I�\�T E,�€`yI tlt Y'3i't iI ft:,..;,r,'3.` • A. �S• POND `l 40 ,I , = f..s . , i h: i I fi. .9:5,6,,3 µ'ms W � /' / '� ,, I; t'J .Ouif� I\)f' ti,E4N"• I ' x" Scale I \, Ai �.,� SCALE EJM �_.'' LANDSCAPEDr:':..,11 ,; t ( f::l GRAPHIC .�1 i PG r \• `,i:i Drawn by Checked by Dr. cone' i�IDUM-INOUS C0NC R(.. E., 40 0 20 40 so }� c0%C. - - . . . . , t INC'R`':'E '��, Drawing Number t, ( p 12-29 98 ;C ;ij:,1,I k,,�i�v; i I h itr':.: Is. iii 1':-1.A(`, Date IN FEET ) D t C :: ......._.__ , y_...__.................................................. "..«.«...._.._..-_-__._.__............-i I I 1 inch = 40 ft. :: _ « .....«._.....I............,.-._................................."........ ___.._..._.._ . .. 1149 - C4 Job Number DEFINITIVE Drawing Set DRAW 12-29SI PLAN .dwg X� ...Ell moo ,._. 1,ur rf ( I'Y,P.) N.I I. CYrY € F SALEMill.3 R3 ZONING � ..I / FRONT SETBACK = 15' SSESS€)aS MI A.x'; (rrY ,) / SIDE SETBACK = 20' -1`'1/I4 REAR SETBACK = 30' HIGHLAND REALI'Y `I'RUST _ _S36'43'05"E � Number Revision Date 641 .08' - - - - - - -- - - - - - - -� 1 9-24-98 I iCD / o CN iR^1 OQ ~€~ ~ .Vi'�j. ~~~~KV ?J'i ?° i?iiiti?tf •'i 'f: ii fii Cby ~. 1 .,,--•r ;t t i ? Registrations r � ///✓�//,/j/ /"..-if;�,...,.-,e•,r,t r•"' i`r"'!,ftif i•tj 1 i(t f!r1 l f i `f t1 i° }q'ft 7:; :f2% SfTLJ Y V/ j/J Y~� tAJ tiV* iA tfi :i f{ 0slL ` 0 jI LOAy"ON N07 #4 I NOj I V Qp ~ Q?5. Gf' \ / /✓ � i� .iT + j r S.a•t•'" "{:,.A 1 ,it > ';.J� .• ~ i;.'t(JR CORE V _..L , 4 i .:V )' unfdY v '. * ./ l,� \/��: r`'••..� j s� Y'�"® 1Y /r.r,� V , 1.`.t..� 'vv,T'•C'. ? 1 ~ � P. _.......... �........----- -3F 8;T. e'ONC. 3 I ,.t*.....•1 t.:.t.V:?lCh ri^" ';?sJ'.7•, \ / / ,r • i rf \ S. S.M. , A, {\(S� LIMIT OF WORK � ' �� . {, :y"v �. r/g•�M1 Architects and Planners di 3,• ;;,,\ ti5,7_1ht�IT. /~ , 1 G ` \� � `..� r :~_ (:( f;. // — `SF _ HKT Architects Inc. \ `' .#max /> ' '� i SF DH(FND) 35 Medford Street Somerville, Ma 02143 � 617 776-6545 1 I 00 Consultants —HEADWALL I 0 �, MAC NEW HYDRA T LAI 411. ENGINEERS.) INC. 739 CENTRAL AVENUE, JOHNSTON, RI 02919 Yr \ �i<7 PHONE: (401) 943-3339 FAX: 943-5524 0 I' r' � R=290.00 CO.) / L=19 6.70' \'` `� ;'r• ,. A-38'51 '44" �"'� / c NEW SANITARY MANHO $ �` tttI ,`i ;\i M. , �/ (TYP.) 6 Eli s / H. " { ON G ;tt ' 7 / \\ ,i I lib d B. \ 4 / W l , � iii `� � � S.M.H. i t r .. I C8 GRANITE t p PROPOSED UTILITEES LEGEND :i t i, 3; �� 2s °.> €'I' `' €i ' SALEM t, �96�= �\ P H. / O STREET LIGHT 100 WATT HIGH PRESSURE COBRA HEAD ��p. SEWER MANHOLE ; `', MOUNTED ON 14 ' ALUMINUM POLE _ s'M.". ; ' (2 DOUBLE AT STAs 4+65 AND 7+ 35 8" DIA. SEWER PIPE S l 2 SINGLES AT STAs 5+75 AND 7+90). o e 0 �'/ O Lp Q 12" RCP DRAIN D i !_ 0 m 7 Q� DEEP SUMP CATCH BASIN C e Q i \ o STOP S / WF 13J WFN13K �Z 0) DEEP SUMP DOUBLE CATCH BASIN D.C.B. ❑ i '° 1 Z DO NOT E TER r U V DEEP SUMP DRAIN MANHOLE D.M.H.Q D.M. y t \ ', fi`':.� 1 ONE WAY SIGN NEW CATCH BAS'N / .— _ i i E': I WATERWATER GATE VALVES D4 % —W �i \ ', Z Z 12 / (TYP.) 5 \; DH(FND) Q (n .. ' 11 w 8 / S39'05'18"W � O Q FIRE ALARM PULL BOX ® �c! ` t '.� N C8 �7 WF#131 14.12' c GAS G ft J iD N MANHOLE = L UNDERGROUND ELECTRIC UE— — i 'N a P') J wFg13� OVERHEAD WIRES OHW— — ;i j wA EW HYDRANT EDGE F BORDERING VEGETATED WETLAND .. UMIT OF WORK -- cn� o > 2 / C7 , �-� o— I- E <: 1 N 94 E E SILT FENCE SF �' �� WF 1 x / /�7 / WFb13H WFM13M�\ � �Q W W W W W �/ `t iVt o f Q ►� r ;VF 1 0 W WF1y13R U �r a st t• / �� ` # ., WF,p13 '�` C C: PROP..Bf`. CONC PAVEMENT wFJ131d v / VI UI ii 1 Vi WF�y130 .. EXISTING UTILITIES LEGEND `0I 8 °e � WF�,3y ` 1 C8 I ItC(:•N(;. 1 ' H.OGO' � . r r r r . r . !`• �D M'' •..;-i ii ,1 GC1I9STRUCTION BASELINEO' a;...Jv1:::•. � J y DRAIN • i SAWCUT EXISTING PAVEMENT 00 _~ ._ _ A� ... _... ................. . D.C.B D.C.B .,` / / ' y Y 1 O D.C. / O � ? W#13 - D.C.B � SF / WF�13Dy14A M L• :✓j '1.Y.7,t" ............... ......._..... w ~._....... _.—.._. �� WF t3Z W. NEW DO T 6ASIN COBRA HEAD LUMINAIRE RE SODIUM Q N _ 200 WATT HIGH PRESSURE -- - ,.,:- ` R.0• (� _S� MOUNTED J W I"( -Pi'•?L i�E � ON 25 ' STOP SIGN c S �' ALUMINUM POLE. wF,y13c _._... _.' ......._......................... i \ _ _ TAs 5 , 175, 300) / ~ I S� (S 0 wFNlac Z Q ;:t�1''.t?' :.i:( Yv'1'rf: — �,..it�.4f 12 1'` — — — C7 / 624.71 ' Q W J C8 N35'42'51 "W -- — — — WF#1 — O / XWFM14D r�i'.'. 1 1 •'�' a I WFNt2_ Ml nn ( ; .:C;NH_ �V (� :i. / ♦ WFM1 acH ifp ! \ HI€7A'1LA..,tD Ri:s:"A?..P 'il'LS.iST t �l � �WFlltp— INFMIt— '<WFg15WH if r t.-1 I Y €)I` SALEM � 1 = 40 rY�•`� Scale ,t GRAPHIC SCALE PG EJM Drawn by Checked by ; 40 0 20 40 BO SBO Drawing Number 12-29-98 ( IN FEET ) Date 1 inch = 40 ft. 1 149 Job Number C3 DEFINITIVE Drawing Set � DRAWINGS 12-29Si PLAN .dS wg ll;111t�L_ - -- .__&Eel i.. 1 / SD.so � 1 O 62.01 84.17 / 11 I 59.38 59.39 57. / / I / I - - __- 1 69.18 1 / I\ ,59.57 __ LOT # (TYP.) i 68.80 ,59.49 SD.BD 58.75 58.4fi----'_-_-_/'1 181`95 ---- - �_-__ 0 _-,' /�/ o N/F _______________------------70---____ -------------------- - 6 _ _ / 3 j/ CITY OF SALEM 7x39.-- _____- ------ -----_`-- _ 114 Bo.sb s93z SQ•92_ - ___---- _____---'`/`t, �Df // 13 ASSESSORS MAPLE (TYP.) i -------- - _ _`--'---S36•43 05"E---------` ,, ------ `` - -----' '/' - ----/ /'/'1 //� .81.30 _ _ ___ N/F - --_ ___ _ - -80---641.08'--------- = _`---_--__-_-_-_-_--_-_-_- Bz99�,.- - ---- ,-- ,'/;-r ;%'- ,'�07 ZONING DATA <` 1 HIGHLAND REALTY TRUST 84.tw-__ ___ __- ---------------4 4---- ---___ --------- _ '-'' //'-' --- __'/'�,-----% /.:oQ4=' 11 O ti __9D- -- _--- -___� -- =7605 _-----__ _ `.71.12----' .'// ,'.i474,/^1�31 '/ii e1'' \\ r, rr Number Revision Date O ---_-_---- - �_^ ,1'a` ___ - zz�--96.44�_�---- _ ----. rr/ 'r/ /,.�/, -,\ Y", i' L E D G `;6636 DISTRICT: R3 G` _ __ _ - -�'��` - --- -- - - - --� ±_ ----_ -•.` ------ '' ,' , 781.46/ \ . \ 17 _ - 10291/^--- -_- - - � _-_ �� % -.�_ ` --74.83 r- ' / / \\\\ �'-- ------- -- - ,�I� ---, -is - __ = ;_ =- 90.43 -----_ - ! ' \ `\9 _�_ _ / \ \ ------ '"-=�)>Bi41= -=__= ___- - ,-, \\ \`�\`; _ - / 0 U M SETBACKS: iao ee� :``163 e / _ __ r \ \ \ s 2.9 "�' W--- --�„✓' /' ' ' BEOM-15 _ \ rax3 % � \\ \\ \♦� - - --- _ _ ,' ./ / / / MINIM �-6 W R/"�- - I -i►--W 6'_WATER_�,04.58 G ,/ // /' DH-SET \ I\3` '�-"' \\`\\\\`�\\- -"_ti_ ��__ 1` `-7&83 p ,/ ,/ /' tt-- -- " �" �, ' /' ___--- ,' EL=109.32 `\ \ \ \ ,-' \\\\ e0.19-_ �� \. 60,6------ ---" '� ! 64.47 , se I FRONT 1 5 FEET 0vI '�-iG y- •S•YO __ - / /'�� \ \ `\ \ \ \\\\� �klt � `" \ �,�__ �� -- / / ' I OD I - / 105.42 / \ \ \ 63.41 _ t� / \ I j ;106.52 ,07.42 / ! \ \ \ \ \ _ " _ _ \ 6,, 1 /' -� 105.D4 ' BE ,----- ,, �a \ \ \ \ \ \ _\ \ _1,_` �` _` 7 I / 1 I I .z 0 ,'/- - 2 STORY OD ,0593- �- NAIL_9ET _ , _ \\ \ \\ , \ 63 es ----_ •O O / , 1 WO -' 1e 07.sa ,'- --____�__ ` �_ 10"s \, %\ `1 \ 1` .\\\\\\\$`�, 11 `:-_ - ' II f I SIDE 20 FEET 01O �O Gy1� OD 7f 21 106.6, `-f` ,i' -' '_ -__ -_11,_25 .211.53-----------_ _ " \` \` `` ,`, \� \"\ `\`\ 90`-1,-9C0-- / / 1 � ,�/ Y WO 06.07/ - " - =-_-- _ _ -, `\ -- // / N �� 1 REAR 30 FEET ,07.31 __ 07.89 / , / -r 11081 - ----_--- - , -, 10� -, " \ _ / STO _ _ _ APPROX. LOCATION SEE NOTE 4 / �110.0D r > 117�7L•_�` - -_--_�j14.53 -� -, � \ � � ` - �� 84.76-- �,/ / Q / -_�-_,- /,/ 2 1(, 107.93__-_ - 108.16 / ' ' , - ' -- - .-__ ----- 115. \ \ �\ \\ �` JO�\ ♦ �\-`_ -� �\ _• _ / 01 • 8&88 -_- 10&15 10&17 '� \ 06.95 �� / /' /-' i' _ --____ - \ \ \ `� Q \ `� -�� _`� ` 1 /(jl `\ Registrations _�- / / 4B7e RAVEL // ,/ ,- r' -''- 121.43 \\ \ \ \ �, �� �� �`� -� 6s 4d\ I'� i \ 107.39 // r r ' \ \ \ \ -;0&26 I _. - - i 07.5, --- 120' __ --_--;-, \ \ --- �'= o MAX. BLDG. HEIGHT: '�% / ,/ / t0&31 �, _ __" 107.26 r/ / �/ �. ,�� 1 � _ - R=108.20(RECORD ' /�' ' - _ ♦ \ \ \\ 4 -�=`__ \_ ; \ \ \858 -\\ _ \ ` ORD)- // /,1158 -, - \ \ \ \ \ \\ �\ �` _ -� �\ \` *-W-60-- 11 E __ ) l 12,.1. '' ' _ 1 ,Z3�; ` ` ` 3.65 ` 45 FEET ,�` 1 �-//j' 107.18 10,19 -1 ..- - 8"P ( FL=104.29 RECORD / / / ,�. .- � -_ ( ) „; / �9.,1 _, _, \ \ \ \ � � � ,19__ �-_- � �\ \ 68.58 �k _ // /113.47 T 06-BfT. _ _-__ ♦ \ \\ ---:ZR n _-_ � ,,\ C'.1 ' + �, R=108.50(RECORD) 10&44 - -R=107.97 1 6.23 \ \ \ \ \ _ -,_ \ / _�� \ \ - \ \ \\\ I 68.8, \�� `\` Q /'/ FL=103.18(RECORCi) BIT. /\ �_ - NO PIPES VISIBLE _ / / /L ' / ' - --_ - _ \ \ \ \ \ ` \ _ _ -_ X10.7 - "\` \ \\\ �_-_ _ ! �� �\ �'�/ �OQ 10)129 / + ) �`CONC.,,t- ) ELEVATION p®gBOTT M=105.77 u G�' r' '12277 - 126.03-- 12&� `\ 1�>�ti\ \\ \ \\ \� ��___ - - _``\\\\ \\ �� 1� 8&83 ! �I /� ` 1 10&e5 r - - `-/i �O& _.i0 ��/f//-_/ �r ,- / - i'- _ -_�:Z:-.\ ,13�_` ---- _r-`*N+ \\\ \\ \ ,�N�� --B_. I `� '�/ �l PARKING CURB'-'""'D� pggg -- ":�_�T� ~11 /11 -'t E D G E` '`'------�-';-- - ------ -� \4:\:�`�'� �____-__- -�3; .67.53\\ *FOR FURTHER INFORMATION CALL _--- `� �. / / \ 3gg�� ]OD.297BRM 8� _ i zt.�i /. , . / ---__ 1 1 1246�1`�\\�_ -_,,___ \ - --- ` \ \ 1 �� . �P� 0 0,&93 STOP(TYP.) 1�:SS1HRA1 t�-r�� -max -� --r / /-_i - _ �____ - `�� `- ` \\ _ - \ seoH Fro) -_ :mow /',-/ S� 11 0&76\/ .,025;- 188:x, ----`�_ = r�967 ' _ - //' ,'--_--- ---13063 -- --'\ _-- `\N� --'f4� 311_; --\♦� :.`;_� c ac _ `�`\ CITY OF SALEM BUILDING INSPECTOR. D_ G. /---;- t} - - . - - ' _ - _\\ 'M6 =\ \ . (9 ) 5-9595 ��� \ Y ,0&66 N 109.89 i,7rss i . / �,3 /1• ' -r \ \ \ _� __ , �.. _---\ / / z co / / , - , - __ _ ,24.64 / 0-' / L \ i. �e- --- _ \ �\ `�` `� �:J �1=101.27 J \ 109.6811 " -2.w ice-- ,� - - ,i 127.21 / / , 1328D �� _\___r -� `\ -1���` `/ --__ --i'tA7;---_ \\ +i\` L1 72 - \1 \\\\\\ \\, 21 2l � / � �- x117.4 i; r r / -\` r / / , __-r \ 129.60 \J_ _ _ \ _ __ 0100.4 R=107.95 1 _ +" _�. , _ /-_ / \ -_/ \: -i \ :�' \` `� OC,/1\? 1 12"GONG. \rSQ`l `L�' '\ OQ9Z_i=�_=_'1r 417.02 „118.74 ,/ _ _--' -` --_ -�__,' ! /' / _ ' / I \ �� `�i�It 11-, /_ _ / \\, - ,- W� -�� \,-\\\ \ 1 `� �'9Y / 1=101.12 1491 g OHO G. �• /- / , 7.85__ 7 - - , ,-- ' �� \ / , / _/ / ,,V34,1b _/\ _\ \ \ _ -- \ --\\ - �'` ` ` =_ I \ \ \ \ \ �� \y 20"CONC. O&87�'' \1 G� T1�.'--'1 ,1}7_ -_ / ' r ' '/,•' \\___- 12&35•/_ -/ r / _ / I� \> _ \ ` \ -J, \ - - \ \ \ ` -� ` B&� �� p' O /--/i. /, - , / , '_-_-� "129.20 `I _ , / / ,,� / // - \ ` _ - _=` _ J \ 11 1 \\ \ \ \ \ \ t!34J \ B M- \ l \ L // _-- _ - 129.37 / / / , \134 /-- \ ♦ 8.20 L \ ' �� 5` ,07.e0lL� D 0&b9 ' ' , � ' ' / - ., rr 30.,8 / -' ,3536` / 1 \ 4.2), 1.22 \ IL> E • _ \1 1 ♦ ♦ \ - \ 78UPUG 5�7-tA / / r, / / / / ' r -"� / 134.32 / 1!089 \ \ _ -_ r----- -,,'\1i\ ` y _ !+' -- BIT. //" , , - V i ,r -i' -, -- �_r / r BEOM-9 I 1 \ _ _ '` EL3.11 .40 1 \ \\ \ ``� R=108.07 / ' / / r . \----- _ / I \;Y�� -w �-\ \ _ \ -I- \ 1\94 ♦ \9372\ , 10& �' ��, CONC. // /r' - / �I - - i' ,2&58 /' 130.71 130.06 / X34.21 ( DH-SET -' \ \ \ \ _� ,1.63 ,- � 1 \ ~ \ \ \ \ / / R- 8.57 pg / / /' - , , / l \ - t \ \ �,\ "s �. \ }_ D_%� F 0.82/ OD ' - ' ' ' �� -/ ,' / __ _/ 5 13524 - 135_58• \ EL=137.43 1 1 \ X3203 \ \ \ ` )2410` �� � I , \ \ \ \\\ \ /'• \ I �, / �// , / - '\//-- - ,' /' . ' I \__1 1 \ `\ \I / \ \\ 12 �3`` -`--- / / 111\ \ \ \ `\ \ `\`\ ,' , c c G' ' /--_ / V 12786 111.31 \ \ _ r t ``\ ' '`_,} \ \\\/ 07 \Di /'/ y1650 . /1 L - ,25�- j-' r ' 13oso - ---'/ 13330/ / 133.45 \ \ 1� 13 �' 11 i 1 11111 ` `\\\ \ \\ \ \_. / BIT. 1 ,09.01 / - - ' CONIC ��� Q) 108.91 !//,i,//,/ /,/ - - ' ,' ,-' , _ / 13820 `\ \ I \1t a -_ I \ 94.94/ `,\ ` \ SW FL 08.91 /!/, -' - - -,-' ,' -- �K - ,' " ! \\ I\ ` \\ I �j \ I / / / t '11 D�(FMD) \\`\\�\t/' Architects and Planners v \ _,12i�97 / / 1 1 \ \ `I S \ `�% GUY BEOM-1 /// /' /' /' '' ,' --------'/ ,'' ,3351, /• ,,' / \ \ \\ ♦ j ! I f 10.36 l I 1� \ \ -I ` -- ,/ /r / \ 137.84 ,37.39 \\ \ \ �\ I � u I 11 / / \`5 ` \ `�\' -II\, ; PARCEL DATA `(y ` N,RE, PK-SET // / ,' /' /'1' -/' - , ! CW 1 / HKT Architects Inc. ` ,• .11 L=109.13 ��%41/5.42 // ,' ,' -,''� / � , ' / \\ \\ \\ `\ 0 1 1 11 I 1 1 1 0 \ I✓ --1GZ.2,1I1\ / / , ' 131.22 , 13314 7 3 , 1 \ 107.J0� _ 1 PROJECT BENCHMARK: - -----` - _ I 1 \ - ` ,o&at 09.03 I #oI / , / , / r . �- ! � ► 1 I 1 \ I \% \/ �p UP 17-10 / I 1 -1 / r / ' - __ _ r r'r3Z3B' - --_ - _ \ \ \ _ 1 I 1 / \ 1 It` (�; / / / I I / / / ,' , - ,, `"_-_ !' - __`` \ \ 133.12 `11132.04 1 129.07 1 ,21.48 1 1204 N I 1 / L4 /-_1\\ ,. R`- 08. O /' /414x71 / 1 ' ' /' __ --13p .' - - / /'-- \ \ 1 17 1 / I \ \ \ o I \i12.7�W ' / 1\ \\-' DEED REFERENCE(S): 35 Medford Street 1{21.9W / _ - , 137.61. / i \ / / ,08.DB �`���s� •"0�';�i'��'�14i i F3a,6 ;3256 !''---------- .',3e.,5 ; 1s9.J5 1 .27 \\ i i `\ \\\ `\ \\ `\ '\ oo °D" 1117 1\\\`_''/ BOOK 5959 PAGE 471 \, c \ 1 / I r / I I I / _-- �' , 13&97 r I I / / I I \ \ I \ \ . N I , \ \ _, Somerville, Ma 02143 X-CUT O N BONNET BOLT CROSSWALK `.\ I I / / I I - / � 1�- - - - ---I /I i I1 i i `\ 11 '\ `\ `\ O + \ \\` �]\ . __-' ------ 130.89 i � . \ `� 109.22+ 4\ .-, Pb w//M1 L B X I I ,, r- / / --'- - --- 1 1 I I \ \ \ \ // \\ I l 1 I I 1 / / - - 188: 53 I ! I i l l I I I I ,404 \ / l I I I I 1 11 \ \ , \ G' \ 617 776-6545 ON HYDRANT *�! // ¢ ' I - -- ---------- -_--` --'" ,-- ` ' / I I I I I \ \ \ \ \ ,\� PLAN REFERENCE(S): 11 / / / , 134.22 / , __- - \ r % 124.53 / I l l 1 , - r 144.07 \ -- I 129.74 1 127.15 \ \ 11 389 / ` '. , a `,\ ./ ! /n1&�4 I / / 1 / / -/ / / 40 ---" ---- -"- 143.50 i \ 1 '-- 1 133.33 / / I \\ \ \ / 115:29', BOOK 123 PAGE 25 Consultants % \ \\ / / //• / ! / / / /,3207 ,/ ,' // ____-- 1 --__- 143.56 \ \\\ I ,_1 , \ 131.53 / / 1 \ \\ \\ \I I 1 /' r--r ELEV. = 110.77 (N.G.V.D.) \ 1� ! ! / ' ! ! ! ! I 1 ,---------- _--- ,43.88 \ / / / , 1 . / R=290.00 t �4 / / 1 / ! / ! I I I 11 - ,/ ,/ 140.73 14 54' /-- l / I \ 1 \I I Iy , L=196.70 \ \ , /t21 , I , , / , ' , 1 / \ I 111 PROJECT AREA: t " \\ . \ l I / ! / I I I I / / / X13&68 , / / / 143.48 r' _ \ 139.!16 % I/90 I I 1 I I / /\ \ \ ♦ I I I I / / / / /- • % \ 109.7 , \ \ \ )• I 1 ! I / / 137.3, - ., _---- / ,,' r' / I I 1 130.28 \ I B3E 73• \ I I I / / / 121.56 �v E v®o s 0=38 51 44 1 s 1=103.37 I I , - ,30.35 \ t \ 120"CONC. I 1 I I I 1 137.54 ` ' r' �_ ' ' r 134.49 134.27\\ `\ \ 1 ' /' /' % \ 127.45 SET 1 1 1 I N C O R P O R A T E D / / / , - 435,578 S.F.f ! _ , / / 126.86�_ - I 1 / \ 111 L I l / I t \ \ / ��: 1 11 / 11105. 5 1 1 I / 1 / 14307 \ / _, ,, / ! \ tsyby 13,.48 t3 ___- --_-`, E L=131.05 \ 1 I / / ! \, ,09 E I I / \ , \ I �• ' l 1 1 / / eoSTREE cMcID EWAc ov IA D23 4 (50,INC. Z 1 1 \ / 142.97 _ 1-- / / / ---- / 1.30.961 1 1 / / s Fwsr rnt¢r �eroce.�leR.w oxaxa (soe)eel-e•11 1=105.06 2109.8 1 m.8z Ir105. 0 I I I l 1 / / \ , 14096 / , / \ l 1.38«�;�\- i 1 1 1 I I / / ! 5, r,j_ I I 13&031 / / ^141.88 ,/ ,/ \ \ /-\4 / ) 1 1 1 / 1 B.E.O.u. PROJECT 980313, AutoCAD fib 980613C1.dwq 12"GONG. l ,-�- 1 \ l I I I i 1 / / Q / / \ 7 , / 1 \ \ / 12&60. r- / 1117 4 ! / / , I 1 \\ 1 I I I /' / / BEOM-6 ,/// \ ,' ,' 131.74\ 1 \ / //V�&� /////;124,x/ /- 1, 1Y7.488w/ % / =109. 103111 I I ► /- '- , 1 \0 1 I I I I I 1 / / / NAIL-SET / / \ 13 /' ,, \ I \ / / _ A-1 E E /, , �/ 9.-_./ 12Y•09 / 23 \ 1 \ I I / / \ , , 1 134.32 \ 130.36/ -_. L� / 1 1 - LB�1 `\ u' 111 `\\ I I I I I I 137.24 ' ! ! EL=143.54 / / \ / / I 1 \ / / !` \ -: ! / ! / , / / _ / ! CITY OF SALEM R=109.71 f, \ \\ \,\ \ I I i I \ / ! / , / \ ! / ' ` ' .' ! \ \. / / / ' / 1„&68/' - - ' N F M 1+` ` \\�\11 \\\\\ 1 I I I I 1\ \ !/14269 /'% \\ / 139.46 / / 134.75 \ ' / ,/ / I \ - r�/P�*l II I 1 / /, / _ ---/ / \ / , \ 1111 \\\\\ I I I 11 I \ / ! I f' I I // //\ \\ \\ ,30.k3/ /12¢.64 I I! I ,-,/ 28.13 _ / 110.05 \ \ I 1 \\\\\ I 1 I 1 r \ \ - / / \ / 1 I 1 / , , I 1,28.481 / ! , / , / BI,T�,.1 IMaISI / / / AREA 4 3595x'78 S.F./ f I / / , ', ' ,'� \. I // 11 , r -_/ \ \ C�C• \ \\\\ \I\ I I L-.� L_ 1 136.62 \ \` ``�- '/ / r\ O R \\ 1 O O / I I 1 /' /' / j / I I I / i// / U-' /' /' I , 1� \\\\ I L. \ , ♦ �` --' / / \\ C_ ��jRES � 1 1 134.58 / / ' / 1 ' ' i r \ \Q»ma,\\` I_ _131.62\ I \\ \_ 141.74/ / \ ` • I I ) / / /' /' ,' / \I I 1 '�' /! /1227b Lr' // /� i--'128.52 Q 110.44 \ U y11 1 1\1\ l\\127.0 - \\ \\ \-_` _-'3y9b `\ `� / ! \ ------- I 134.78 / ' / , / \ 127.24 / / ' ' J �} \ \ 1 134 98 1 / / , / \ t 12161 , / / , \ `i \ 11 1 \\ \ \ \ 1 \ -� / �� \ / / �� \ \ 13&31 1 I , / / / / 1 1 S / / ri .2•126.56 1 , UTILITY LEGEND BEOM1-5 \„0.79 GUY I\ , 110/ I ili52� It3,.5j1 ' / 137.67• 14507 . \ ,40.32 ,3430 ! / % / , 120.,2♦ \ -_-- / _, / HT-S&ET \ t 1 �1 ,1 \ / 1 ! \ \ \ / / / --- 1 / i EL=1112.31 ir,` \ r IIiN2 44 \ I , ' / / / ' ' ___ --- / / /�\ ` \ /^\ \ \1 , /,` / % / I // /' // \` \\ \�_� 139.82 !I \` ^`� 1 1 1 I Il I I / \\ _`--- 12298 \ 123&3' / !! 1 11/ 1 / I � 1 � \ \ 1 ]Il�jl //''125.19! i / / ' 137.63,1 Y..1 ` CI J I 1 !/ !! !`` \`\ \-- `_.`\` �. 1 ^___..,-_-\\\ \�\ I ! I I! I 1I J, 1 / !�'_ \'1191 \�\\ \\_-_ 1 i ;1 .59/ --- "�+ \ � `\ 1111111,,127.99,/ � / / 135.35 I__ I / / / -- S� ,.:Y r -- --- ; -- --- ;` 1 , 1111111E \ / , , -_- -_\ , I I / / '��\` `\ �- - �\ `\•\ ``'�-_` ,3&80 `.\\ r ; ; lI \'` �O \, `\ ;1�09f , ; LEGEND 1 ' \000 7. \ / \ \ I I, 66 1 �\ 144.41.'-' `` \ \ _ `\ 1 1 1 / / r_ \\ \ \ \\ `\ 1 \_ _/ 27.29 / _ \ I '� \ \ _ 137.80 ) I / / / \ DRAIN - D- - 110.77 � ; 11 1\\\W \\ \ J31.21t\ ` ' I / ` - _ _ -_ \_------, I I ! / / , \ \ \-\ \ \_-- -{� \ \ ' _ -\ I 1 I / / \ / \ \ \ �\ 1 1 I , 1 / \ \ \ \ tze.3o .66 \\\110 \ \ \ I I I l / \ \ \ ------'- `� /' 1 I I I I I 1 / l l I \ \ 11924 \ 1'124.16 �• \ , \IYIC'"` \ _ _\ _\_ \ I I I ,// / 147.89 \) / /. \\ \\ \\ \\ 13&79 ,/ 1 1 1 � I ! / / / / / \ \\ ,/ 121.55/I I r � 0 BEM-1 WATER W , * ,1 \ >*�`•\ \ ---,\ \ / ' --- ----. / ' \ \ I 1 i I 1 / / / l I /- \\ / 12&07 BOSTWICK EOM STATION MARK ' ♦ ` I / I1 / ' ' v - 1 / / / \ \ \ 141.68 ' ; I I i I I / r / / // 1 86\ \16 / ".111 / I W w, ❑ CBDH CONCRETE BOUND WITH DRILL HOLE ,, ,- 1 I `\ \\ \�_ \`\ 130.16 \\ \\ 1 /11 1 1 !/ '` \ \' //' / /' ) \ 1/ , I )12'5.52/ / / \ �' / / I 1 -�-J I ' ?25 '' ' ' ' + '242' °' STONE BOUND WITH LEAD PIN / , / N / I] SBLP 'n ,4913 , 1 1 1 / 1 1 , O Ul ,.. 1 1�\\Y `_ �\ Y /^-_ \ 1 ! / / // ' /' \1 /' /' % \141.86 141.42 ' I 1 /'' I 1 I I / / GAS G I �\e, \ I ff 2.41 /�144yr / 149.96 /_ / / --- , 1 1 I I I l 1 / -< / / / o er '1 , 1112JW��\ \ 1 /- ` \ / 142331 I I / 1 \ \ 1 I I \ / / 1 1 I I 1 ) ) I r / 1 1 I / / o IP IRON PIN Q) ,y. , 1 11 \\\ \ I I I I /13&A� 1 I \\ \ \I / /, ♦\ I I1 I ! 1 1 1 1 1 1 1 1 1 1 1 1 ! '9710.79 ' ELECTRIC E C 1 I \\\ . I \ \ 1 I / 1 \ . \ / \ 1 I I 1 1 _ ' i - 1 I ) I r r l )\\ � HYDRANT \ ` I 14&59 / 1 / I 1 ) \\ , . .-- �--J ,,,. 1 \12089 1 \ 1 1 1 / % / 1 \ \ \-_ _ -.-1147.73 ! , ,4323 \ \ I I I I ' I I I I I I I 1 / / NF/tIJK/ N\\ : ,, / , - 1 I 1 \I \ I I ) I x33,¢ / / / 1 \ ♦ ! ! / 1 1 / 1 I MFItI1�1 \\ LIGHT POLE - + 1 \\ \ ! ! / 42.40\ \ \_-- ,fi.n ! \ 144 4e/ 1 I I ) ) I ) I 1 . .l \ \ \ / ' ,- \ I \ \ , 561 I I / 140.94./- \ \ / / / \ •, I 1 I I I i I r I I I I *01 I \` \- -__' ,' / TELEPHONE - - T- - - ,,,.2.e s I� I i�\`.\\\\\` I I i I i i i ' ;+5 / v 1 1 i ) I ,s2e':r 1 I \�\ -- ts,.+6 LIGHT POLE OVERHEAD ! i \ , / I 1 I I I ) I I I \ \ \\\\ 12293 ` / , -_ij2&16 I I I I I I 14&ooe/ I / \ / I I 1 I I I I I I 1 1 1 1 1 \ vZ.oe� � _ �3.40� l DH(FNop-- �--{ TRAFFIC SIGNAL OVERHEAD I O I . •06 I I \ \ \ I I I I r \ 127.07• / b \ I \\ \ \ 1 I I / I I I 1 I i II / i i i / i i i i \ \\ "\ \ \ ----- - _ OVERHEAD WIRES OHW W \ \ i i / ''e 14293 / \ /' I / /' 11 / i 1 1 i i � ` \\ \\ -1 N - i _ -- UTILITY POLE 4 1 I III , ss / / r 11��° ,09.,9 ,7 \ . , ra S39 05 18 W - I I ,_ .` 11 \ ) i 1 1 I I I / \ , I . / I I / / I ) I • \ \ I r \ 1 `�\ \ \ . 1 1 1 \ 1 I I / / / \ , / ! / , I ) 1 14.1\2 `� 0 U U '� R=111.231 `, 1T AJ\ \ \ I \ ` \ ``\ \\ I I I 1 1 1 / \445.94 / / \ / / /� ,' /' I t / ) / / I / I D n31 \\ `\ ` , �.\ . \ I 1 _ _ ❑� CATCH BASIN Q� Q� \ / .137.4)/ / l / 1 1 101 \ ,� 1 l CD t� FL=98.83\ k 1•�\ I.'1165,k \\ \ \\ \ \ \ I I I I \ / / \ / , / / / l , 1 ) 1 i \ \ \ % \ I I _ MH ,r• I \ \ \ \ \ \ I 1 . I / \ / / / / / / / / / \ o rs \ \ 131s 0 MANHOLE (� 1 1 I I\`\ \\ ` \\\ \\ - - \ , / , / l! l 11 < < / \127.ef2 DH- T �_ \ \ , `\ , 1 1 I I r , P. \)1 \\ \ \\ \ \ \ \ \ \ \ \ 1 I I L--''- \ \ / ! __ "/ \, ,x/39.92 / / (\\\__ \ \ \ 0 / 1 , 1 ) 1 r_ - / ! : / / 1 / I� wFp3l \ \ © CABLE TV MANHOLE P. J \ \ \\ \ \ \ \ \ \ \ \ \ 1 1 \ I , ! - / , , / / / / / I I I 1 1 1 / I \ \�\�\ `E�128.99 ��) \ \\ /'/ /�,/,I �iS71 Qp DRAIN MANHOLE C C \ \� 1 1 \ \ \\ \ \ \ \ \ \ 1 \ \ / / 139.38' / ' ! Q) / t e I I I / I I / ` I \�\\`__� ,26*. \, / , , / \ \ \\\ \\ I \\ ,43,0 146.50 / BEOM-7 ) / ! / / / / ! i�1S 1 I 1 I / I \�\\ 11.1""e / . Q SEWER MANHOLE Q 1 \ \ \ \ \ \ \ \ \ \ 14148 \ \ ! / l ) I /. \\ LEDGE \ , , / , , ! \ \ I 4 \ \ \\ \ \ \\ \ \ \ , \ \__ / NAIL-SET 11 1 141.24 /' /' ' % i / /' /' 1 1 yt 1 I 1 *0&59 4�^`\ `I I \\�- -^-- `\ \- i / ,�' / ! /-11291 \ \ \ \ _/ 146 25 / DV1 0A \ \ �\ 1 \ 1111\\\\\\\ \\\ \ \ \\ \ ♦``_--- ,45.x• , / 14,.bo / / /' / ! ! ! / / / ' i / 'r3H / Vk 3M I ,s­4\';\. - \ ' / q>`"F / °wc WATER GATE O \ 1 1 \ \ \ \ EL=145.3 / / // ' / / / A \_ \ \ \�, , j / -^ O UP 1 1 \ \ \` \ \ \ \\ \ \ \ \ I 144.70 �° // ,-4139.96/ / / / / / / / / / / / / / y -- \ _ / , , • Y 1 1 \ \` \ \ \ \\ \ \ \ \`\ 1,/ \\ \ _ _ ,, , -, , / / / // // !/ / / / / / / / I f I \ 11&n­­-1-11 2_ - _ \\ r/! - ' 11,.41 \ 112.W'\-\_,\ \ \ _ _ x. . --__.,44.8,• / l , / , , , •1 I - .-. _ ,2,-r. r .r- ' J,I SIGN ^ -- \ \ L \ . __, ,4052 r- . / / / _ _ - \ 1 1 �\♦ \ _ 1 ,- \ / 140.34- / / / / ! / / ! r ) 1 r 1dY.24 rj�•_ - _ \133.83 - 4 \\ `��:0` _�-1 1 � ___ / // I I ___ ,_ - - - 'L, ,Mvjp esw BACK OF SIDEWALK Q� i 111 47 \ , I \ _� _� _ I ^ \ _ / 140.84 'r' / , / / / / / / / I \ _ _� i ^^ \ \ ',-_ \\ /'/" ``- ,/ /' ' / ! ' 115. I 1 .. `` i / / I x CIL E - P,' \ I ) I \\ \ \� __-'1 �J7.3S, --- / ,/ // , / / 9y i I/ i 106.63 ,06.65' -- �F 3�-�'_-i ''1 I 1 SPOT ELEVATION LOCATION \ 1 \ \ I I I \ \ I 1 _ 1\1\ \ \ �' , \ �� �� J� iM0.45 - \ 1 / / f24.o6 / / // / ' wl�,a0 _ ,o7as ,07.02/ 1 ELEVATION E E 11 \ I 1 \ \ _-r . - - ' , ' , ' / ` / / / r 1 100.00 NOTES: .I 1 `\ - ,' / /' / /' / /27.16 '-'/'//'' / �a 106.96• 106.86 1 1 ) 100.GOBBRM - - .� \ � 0-------- - / !'1 1 BOTTOM OF BERM -� O \ tt. 1 , 3� I \\ . .1 ' '- , .' /' / / ' 106.86 I I I .+ \ I I I I I I I \ \ \ \ \ _ `_ \\ - r-_ ,' /' /' / •/'/' '' ,." r / / 1' ,08.b3 (A �) 100.50TBRM U o C) BIT. \ \ \ \ \131.23 _ \ _ 13751 - r' / , / / r ,--, , r I y 1 J ` 1 1 1 I 1 ` \ ` ' ' / / / / / � I I 100.00BC BOTTOM OF CURB 0 1 . ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM 'CONC. ` , k I \ 1 I I \� \ \ ,x•62 _ - - / ' ,- E ;� _ . _ - / / , / , ! ! ! , / /114.32 , ! ! � r + ,06.78 / ) � i 1 11354 1 1 I 1 \ \\ _ ` .` _\` \_ _-'--_.-- ,-_- , / / , / / / / / / / , / / • / 100.50TC TOP OF CURB a- - OF 1929 (N.G.V.D.). TO CONVERT TO CITY OF SALEM DATUM \ 1 \ ! ! , / / /r ! / W-TLMD AREA v +� I I I N G7 \\ 11 / I 1 \` \\\ \\ `\ `_ �- �_ \_ 138.^40. .. ,,--- --- -' , , , // / / / / / / ' 1 1 I PLANE ADD 4.36 FEET. / I I \ ___ r�wv�nJF . / I too.coBw BOTTOM OF WALL '1 \ \ / I 1 \ \ \ \ _ _ _ , , -,_` / / ' / ' 120.03/ ) ! , 1259/ /Q 1 r + / 1 111.25 r ! _ � �- --� 13&64 1; / , BEOM-8 , / / , / / -, / , a +� (►1 11351 ` \ \ \ \ \ _ \ \_�3 _�\ _` _- /' / -�_ DH-SEJ/ /' /' / / ,' / 1 I 1 / ,, I r J I ,05.DOrw TOP OF WALL 4 \ , ! 1 \ \ \ _ _ i , r / / I 1 I 1 , BE, -11 / I „ �I 1 I f 2. LOCUS PARCELS SHOWN HEREON ARE LOCATED WITHIN "''23 1 ! < t10.35 \ \72+•+7 \ _ 0. 7 _ \ - `E•�� .05 , / ' I I I NAIL-SET / 106.60 Y ) I I Ls LANDSCAPED AREA FLOOD ZONE "C" (AREA OF MINIMAL FLOODING) AS SHOWN � \111: - _-_---- I I I EL=tos.ls , i •• r \ \ \\ \ -_` -_ _` ,i�---.133.89-- _-,\( ' ,- - �\ , ' ' , ' ,122.75/' / 'i l / ' r l I BB - ,ts.o � \ �_ _ � � \ r-___ r ,. I r BITUMINOUS BERM (� , \ \ \ \ `\ 12176 _ _` _\ _` __-- /' -\_\\\/ _ ,' / / i'_' r'117.84 -..� I 11 , _, + ,r r. r 10&'61 111.44 , 11.48 ., \ \ \ _ �__ __ . ___'IN '���. __ ___ .' ,/ --, , . , l I I ,' da A, I I I BIT. CONC. - - BITUMINOUS CONCRETE z ON F.E.M.A. FLOOD INSURANCE RATE MAP FOR COMMUNITY 1 I \ \ \ \ '\ __-_-_-_/ _ / , / 1 wv/,3E 105.7581K Q7.79TM(_ I \ . ♦ \ _ \ _ , /- --_ `- 724.4 ,--_-;1, / / r ► 1107.10 I O 1 \ _ ---- _�' ¢_==== 3� /' /' ! ) 1 \' 107.&s �,�i. w)msx CONIC. CONCRETE PANEL N0. 250102 0005 B, WITH AN EFFECTIVE DATE OF �,, , ,,,.29` `>,,7;2e\__ `\ `\ _ --------' , ,--, „D.DD , / „226 \ , y � ) 1 cc CONCRETE CURB AUGUST 5, 1985. 0 1 \ 11\ \\ ` `___ na2z_ ---------'/ --/ // ,! \ \ , 107.22 ,�. ;?07.12. �.� wF,n3r 1 \ \ \\ - --- _ - _ / - - - _ \ \ - \ \ _ 114.001 \_ \ \ 121.12 '11/,,--- - /'`-- __----' '' le ,/ / \ \ WF/I3D t)� 11 I ,/r \� ` ��. ) � \ , ,, , ,1267/- \ \ /'�I � �� � � �06.58 ���` 0-' ',, i I cc GRANITE CURB � ,t2�4I „504-, - _ ``~------ __--------'' - , , / \ / 1 ----11 1o�Y4 I SwF WETLAND FLAG Q 3. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ON \ _ ~� J - .1 - -- / \\ .' . .�a(FjF4e-_ ,, 110.6, ,,,.�, I \ \_- I : ,17.- ---__ . /---_-_��_ =-� -iii ^----------''--- 174.72 '-��^'1,3.66!/' //,' ,0&79.2 .io'S"76-3 tos61 - � ` //) ! THIS PLAN ARE APPROXIMATE ONLY AND ARE BASED UPON \\ �oq.+,�\ 1, ' 6 =`� ,_ ` ` `\20 -_______--' -__ --117.71- ,----_--�_-'- -- 2 / ' /io,., / /0331 ( / 10°67 11 071 - z A FIELD SURVEY AND A COMPILATION OF PLANS OF RECORD 110.97 \ '•-t \ 1 `- `\ `- p� 4c \ 1 \ _l- I 1 BEOM-10 , 11281 O FROM THE VARIOUS UTILITY COMPANIES. THE INFORMATION too. __�` _ _ _ _ „a4, 113.71. 624.71 ,--- ,1&W / ! ! • f _ 1 NAIL-SET , ( l 11 S IP(FND) �\ - -__11260 _ \--\7&27--- ,/ 1 505-___---- � ' / 1/---/ 105.97 ' 7 5.12 , _-, \ 1 EL=112.06 ,' v PROVIDED IS FOR THE USE OF THE CONTRACTOR. NE17HER , `i � --_ - : / --_ _ N35.42'51"W - � ` I 1 DH(FD) s , 1 � \ t11.3s' _ ______1,&4a , , --,'' ----- --- , ,! ! /' jwFlnse \ -`---_ ------ -- - 7t0.p4 10& _ WARRANTY NOR GUARANTEE OF THE INFORMATION IS PROVIDED. BEOM-a �� 'i X1098--% ,09.0.2 �- - ________----'-' -'� -- --- - / ' / /----/ (-- - �'+o_ I \ 113.53 PK-SET 110.99', U 3 1 ,, 8.--_ --_ `�-_-` , - --111.40 -- ! / / 10292 _ __ \. 1 1 I THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL /,o7.6e - -f -- .---' -- !! ,/ / __ ___�__y \\ 104.ee 1 I 1 ,\ CD }- EL=101.35 \ , d ,06.63 �` - _- _ - -------- + /\ \ 1 1 UTILITIES BY CONTACTING THE RESPECTIVE UTILITY COMPANIES 0 v �� \ ) --- _________________--�----110 � _______ _ ---_______ // //104.79/ ! 0#''` __ 103.2+ \ \ \ 110.87 ,' L1J 1 ' 1 - •,0913 +- -~~ `-'_ 10839 --- / / / 100.36 --10U \-_ \ \ \ ) / \ , 1 ,87.1080 / , n --_ -- -- , _ -_` _ , / _ �\ ♦ \ \ t / I- AND DIG-SAFE (1 -800-322-4844) PRIOR TO CONSTRUCTION. �4 I 11 , ,8�, __ - _ - / , •----- 1'--_ \ ' 1,+49 BIT. �, I / --___-_--- ' _- 10&98 ! / /' /' WF 2 IRS 9638 \ 101.1, -_ ,035,\ ) 1 CONC. I 1 ) I l --- -----------10502_ _. -' / , / I" �.z�4' - 4GH \ �\ .) II / 1111.52// (� �/ + \, i , l 1 I -------_- -i _ 107.93 _ -- ,/ / / -/ ,� \ t I II 1 1u.,79w� � X � BE OBTAINED BECAUSE OF PARKED CARS. 10.16 �\, 1/ I - _ _-,' ,ro- ______r'�r'` /' /-- -- �+ ' ,6\`\ �`) i i - p I . I \/ I 7 1 - ,04.02 ___---_ --- ,,---------- - ,, ,/ / -94.29- \ \\ � _1, I I `__ � W V) ` , / 9 ---_ _ .' --c W#10r'' a .- --------- - \. \\D4wF/,5wN 1 ` c 5. WETLAND DELINEATION DONE BY WALTER HEWITSON PH.D.-BOTANIST. R=110.33,; x,' 0�1 � 13 �� --r`'� IN �_ "THE UNDERSIGNED HEREBY CERTIFIES THAT THIS PLAN WAS o 7 FL=99.63 , Lk) e _------ • ,,a ' °/ \ 1 0 45 CRESCENT DRIVE, BRIDGEWATER, MA 0234. � \\1'Y N/F --- -/,r ,'9*07 � ,. 387- PREPARED ACCORDING TO THE BEST PROFESSIONAL STANDARDS 1 \ HIGHLAND REALTY TRUST --- ,-',_ ,..-��' POND 8 BASED ON FIELD SURVEYS AND INSTRUMENTS OF RECORD AND 13 IS SUBSTANTIALLY CORRECT." 7- \, J,y,a,�.�.A" \ N/F ��► IN G.f•^- "41' Scale CITY OF SALEM II AUGUST 10, 1998 , o<\�'� \p JF CTC �r CH�^,RLES , .? C T .;, Drawn by Checked by / / EI o I if <I " �' 1. i' Drawing Number �/' _ a A e.;:3 77 l,� . /" 1, "-s. ��,r,",I % 8-14-98 ,ffCHARLES T. CA PLS #38377 �� ,,� Date �',vvv'� 9737 Job Number DEFINITIVE Drawing Set C:\PROJECTS\1149\EXISTSURVErnTLE\ =�� m / I LOT # (TYP.) j 1 3 ; F NSI 13 _ A`�tie ASSESSORS MAP# (TYP.) / CITY OF SALEM S36043'05"E 641.08' _ I o N F f i 269.44' i 371.64' A�cF HIGHLAND REALTY TRUST /� ZONING DATA PARCEL A _ I I "R3" 12/30/98 Number Revision Date •i N31'33 03"W DISTRICT: / AREA=60,700 S.F.t J cif` - - - - f , �. 410 / N24.39'34"W 40!Q1�26-80'46.61' o 22.01' Nis L•3 6� IOD; MINIMUM SETBACKS: �000 j°! I CQ FRONT 15 FEET \ 'q Com. 2 STORY OOD � _tnl o -,I �! , \ oRY WOOp #21 'Coo }-�'I �'� �r SIDE 20 FEET S65 14 34 Wi o 1 REAR 30 FEET 1000 - - , . ' ® f I / I o / I CONSERVATION CO � . � ,� Registrations � =31°20'27" _ i _ AREA MAX. BLDG. HEIGHT: L=158.63' O S24.39'34"E / �� `� 0' 45 FEET* R-290.00' I �10'd 18.73' 1 11 �,, . ,61'8 M�ENT AREA=270,026 S.F.t Al � \ Blr. 20.03 , pER MEN Q, 0 E s6DHTFliU)_--` \ '� ��p �1 coNc.� ! �Z�UN FAS *FOR FURTHER INFORMATION CALL C TY OF SALEM BUILDING INSPECTOR. � / \ 12 1 � 3S, ZEM�EMEN1 (978)-745-9595 � t 1„48. 22'95 X11 11 1u►. - \ �, 1 UPUG!V7-1a / coNcIIZI I ✓\ 1�1 o , 96 _ E 173.89 _ BIT. I `\ \ CONC. it \ �s�ll3�E WI 1; v+l ; ��� I • ` DH(FND) Architects and Planners GUY j 10 el w_I ' �U Q co 30' �-.� "=R� o I `'8�s'�--�.. 1 1 111 °D / �� 1 w PARCEL DATA HKT Architects Inc. o uP#517-10 Q Q �., \4 �aQ ti1* /�e=2o•10'32" 1 122.5 . 1�6 '' NLOT #4� lm, / 30q, , ��; o� \ `' ~ o / L=20.42' 1 1, 1 o �, ,V , N DEED REFERENCE(S): 35 Medford street `�' o °' / "' + BOOK 5959 PAGE 471 R=58.00' � 1�.� \ � L, � � � � � �� � W NLOT 3 ° Somerville, Ma 02143 / LOT 5 1 5 # co N 3 # �1' -� ' / N Co 0 0=63°4925" � PLAN REFERENCE(S): 617 776-6545 TOTAL �� \ .� A =42'19'03" 1� X5559 L / L=64.61' 0=38°5144" A=07'31'17" L=42.84 / i -75, R=58.00' BOOK 123 PAGE 25 Consultants L=196.70' \ L=38.07", S 58.0 ` OTAL,- s21° •3`. �� o 21 '49 A_62°3m 20 44 28�\\_ $6��, �� s21°4z,1oh R=290.00 =4 R=290.00 i 43 „E L-63.27 98, E i PROJECT AREA: 1p°�� ��°1� T° LOT SUMMARY �;' �� ;� , 87.03 / R-58.0 ' �- Ol `��`• 96.78, 435,578 S.F.f B M _. =2 39'09 INCORPORATED \ ^I i , " , BOS,MCN 040M ERRM OF 1MSWHUSMS,W. ♦FIRST S,REE, BRCOEWA,ER,4A 02724 (SOB)897-8911 \ ( �� " ` \ ` / 11 A-55°24"58" '� A-26o 5 \`•\ \ ` / B.E.O.M. PROJECT 980613, AutoCAD file 980613C2.dwg AREA S.F. '� �� e ,co o / I R=58 00 L=26.4 \ _ _ 10 LOT # 1 7,993 ` / � R=58.00" A=34°25'33 R-58.00 / LOT # 2 ........................................... 8,391 1 �� / \ L-34 85 LOT #2 / LOT #6 \ - o ........................................ BiT. \ / R-58.00I 8,047 LOT # 3 c. \ - A=90030'25" t / ca eco i LOT # 4 ........................................... 8,031 L=25.27 ` , I �• � i ' ` �'�. ' w � � �� ` '''� ,r o / LOT 5 ........................................... 8,775 UP „ i I'i _ _ -16.00 IV LOT # 6 8,049 �' E\� N .---99' Gj��ti ��� _. N21.4 '28f'1► _�" O I\ 621.4 2Q"�' "'v \\ N �' LOT # 7 8,404 21 43'49„� i 26.8 100,p1, - �w 9y 80� / \ CITY OF SALEM LOT # 8 ............................. 8,369 / 6 1 C\2 RIGHT OF WAY ..............................• 38,793 �� CONSERVATION w / i _ 73.15' ` ,,� c►� l _� _ PARCEL A........................................... 60,700 AREA '. AREA TO BE DEEDED �, /LOT #7/ ���' / / D 7 AREA=270,026 S.F.t �� z. // # / / �: , / / LOT #1�/ FOR CONSERVATION 2 0,026 . o / n o / o 'ems TOTAL AREA ....................................... 435,578 wo L / /"� oo / LOT #81 L n o m �„� �- r� Wry O _l ( _ _ -C 17 1r21041'2 I A 1 S3V05'18"W = 0 � o a, i ••t`p7, / 89,14,5 l �I : II ,," 1 14.12' 1� I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMANCE -A � c11 N21°43~49»1P " / WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. X 69,39, 0-06°12'51" / / r C 1.53. „ L=27.11 / E _ R=250.00' ( pdwFr3H �a Q 3 (n Wr3w � �� (D Q) UP B-12 DECEMBER 3 �'. c,� / A=23056'06„ I / - ##130 ` ca . MF013 GRA-SILLS ��`, TOTAL L=87.73' I ( r3P _ ` A=75°40'15" a .eoa �' L-33.02' 0=74°55'20" G� R=210.00' blav+Fr3+ - - ` LEGEND Q ^ � .sa;, f. R=25.00' L=274.60', �j� I I o�'P. C Q) N Q) Q� ..r . � �d 1 .,. '•�►' CONC. I R=210.00 C1 PROPOSED z r - - ` ` ,.• ,P 0 — — � 1 CHARLES T. CAMP Py 7 4� �� PAVEMENT -- I 1�4v�rsF C; � �o Q E7 CBDH—CONCRETE BOUND WITH DRILL HOLE o — — 0-69'50'26" I / . �l SPBLF STONE BOUND WITH LEAD PIN (p S35"42'51"E �1`� - ! CONSERVATION 1 IRON PIN - ' L=304.74 I m AREA - R=250.00 o I `ter - ce CONCRETE BOUND z - LIGHT POLE O --- —PROPOSED / o AREA=270,02(5 S.F.t - _ , - '�"`"�` LIGHT POLE (OVERHEAD) — SEE ,DETAIL i'"� 0=50'59'14" \ r3o� " ` *Fr3Y °S SIGN V) 54.65' --� \ 1r3Z BITUMINOUS CONCRETE � z O _ _ _ _ � L=186.88 \ � °�r4A BIT. CONC. OILD r+e CaNC. CONCRETE >- --- -------_- N35 42'51"W R=210.00 W013c� /� cc CONCRETE CURB Q Q -CL 1 � I, ce To BE SET (ty�) \ / r,a Gc GRANITE CURB m \, 1 S F(FND) 624.71' ` �f WETLAND FLAG � O 1` A--104019'45" i N35042'51 1911111, wr% 40 /99 Fr oH(FND) __j13 z 10 11 54.65" UP#,3 o R=16.03' VFr3A / / W W 1 wFr3 LLJ N35.42 51 if CIS 1 / � BIT. 1 I "Fri — aa' C�4v�r,cf, —1 CONC. WFp DEFINITIVE SUBDIVISION PLAN z a_ Q LIMITS OF '� '1/ � `..-.._..' LL - SUBDIVISION SUBDIVISION : INDEPENDENCE HILL SUBDIVISION i= W RETURN CURVE 1 Di . �. Li S \ N/F ` _ ' °° r0 INDEPENDENCE - o ------- -------------- `wFrsSTREET NAME- INDEPENDENCE DRIVE - --- HIGHLAND REALTY TRUST 8 0 1� IP(FND) 13 OWNER SALEM HOUSING AUTHORITY REG.LAND SURVEYOR : B.E.O.M., Inc. o N/F SCALE - HOR 1"== 40' ADDRESS : 4 FIRST STREET O ,` r ,1� 1 HILL S CITY OF SALEM SCALE - VER 1" 4' BRIDGEWATER, MA 02324 0 SUBDIVISION DATE : 08-12-1998 SIGNATURE : ________________ 1 " = 40' 1 UTILITY LEGEND BENCH MARKS USED: X-CUT ON BONNET BOLT, ON HYDRANT UP#13 1 PROPERTY CORNER Scale REFERENCE ONLY � N29°28'22"E SALEM PLANNING ARD APPLICATION FILED: ___________ Drawn b Che ked b VF CTC � 1 0.74' ELECTRIC E �,fa(, r.LvC�._k& FINAL PLAN FILED : ___________ y Y ---- PROPERTY LINE------- C RMAN Drawing Number TELEPHONE T HEARING DATE _____________ g 1 -- -- -- PLAN APPROVED : ___-__-_-__----- ------------------------_ 8-14-98 DETAIL — NOT TO SCALE DETAIL — NOT TO SCALE OVERHEAD WIRES OHW - K• Date - C2 ENTRANCE DESIGN PROPERTY CORNER _ _--- ------------------------ 9737 IP FOUND - - - --� Job Number DEFINITIVE Drawing Set C:\PROJECTS\1149\EXISTSURWYTITLE\ It � . � 1" X 1" X 3' WOODEN STAKES /11-0--'\ !L_�_._j . % $ I , \� �, 190. . i ,2, " Of- .,\...../. 1.,,11:� . ,,,,,�� 1 4" DIA. WIRE TIES OR 1/8" WIRE 11/...... 1r€ T # (T Y P,) .,p,oi . ' ; ,F ; i � ,�?'J-1.0 I _.­._­,_..._--­ if" ('1TY OF SALENI .1;9.314 -"-..-. ... � _.."Oe / � - .............................. 11 i \ .,5�­11-* � /'3`\ ,-,--*,--7-..-..-,-"*-"-*,-,"*", 11 ! I . _Z� f I " ,r;8.-1i.-, -.- - SILT FENCE �_­­­.......i ___ _ _._.._.._.__1-1_-_..........-.----.....---,,.,�'...--..-.-�--- $; f; i �,*.:,F? ..�'i:il-019 .il , I / ___.__. 03, I— ­­ � I ., 9�69 I - ­­­­ I - __ 61 1_� _.­_­_, _ �, , , - �'m-.�.., _,�_ I, 11 / 1 12 x ' 'Y ` —70— — — ... .. ...1�...._. j�,.'�?r, — _�i;W ___ DRIVE STAKES 300 PSI MIN. \I. _--­­--.- / , -,,. __ -- — �_ 7_1_1.. 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REMOVE AND DISPOSE OF TREES AND STUMPS WITHIN THE LIMIT OF WORK. \ ""I" - -,, __ I -�J .— �--4000e_--- ....�........ : / : : < — 11 1.11_3� ^-...., - - _ _3111! .z ......._._ N35*42'51 W -.11.11 I 1-11 / / --iW113B - PQ '17 Al�% " .. I -;r _. �1. - i15A2. . .Jr '0,0000 . .... -I.."...... _­-- 1 04/1 / I........./ f M Ios.e ...,\ � \ e..r,.�� 0- --116 - . .-....:.- _", I 1�1, . " - I .�I'1,-� % :11 -t 11 " ...... -': ......I__ .. ............. j., - I B(-.*�(W­4. 1 . x." . I I — "" -..-. ........ . ­ .i NE�,Mlk -0119,0; - / �Q2",;z � V. .1.1 , ­m,A, _-11 -I---- ___ ........- ._,_ I .0 11-, . Io"'r'a i i '.." "I 0 o- LLJ 0 - PK...SE1 \ 11").%T� 6%�,;,ti4 ­'.. __.. ,,�- -_ --- , .,,,I,, ____ -11., 4. , \+ 11 ll �1_ - 4. FURNISH, INSTALL AND IMPLEMENT A TRUCK WASH AS APPROVED BY THE OWNER TO REMO , N. , . .....-_­__ a;-;:;,. rl-*...58",-"-;,) ;��....... '­­_ - ___... i� - /� / -W- .Oz.2 E:_:::I0,6 I ,P1 .6-53 ___1: rVe ,_ __ "�� , — -­­-� 3A .. SITE. - , "" , - — __� — 104.7 ; ? . 4MAV • < I A k "."i 8 1 I��,�,�,�,�,�"--.-.-.-.-.-Ii�%r,vI ­--­ij�,;�_,.. . V I— , .. e. SOILS ANDD FROM EQUIPMENT LEAVING THE Sl zn.1:11, - .� ,,,,,, — -- , - -_ __� y , �Z­- ", / , %­_."_�-- ,-, — — — I __­ ./ / / ,or'.W ,_ - " \ ;I, a . __.�,-- - _/ � / I 1i ; -.�� f3,,-,,,,, ......­_ , ­­_ &,-q i � 1, .1. "' ,,,-t v ,:11 .... ......­1� _­­- / ; � — �� \ 11 i , __1. ­.__ --.-... ---­- -_­ I \, 1� r Im , . I �__, : id; ­., . -w__. __­ / / � " ! , `­`;*f­`�4, , i 8 A.-1 4's;-----, ­­ ­._ . \ .9 F- 11 ; ,­-, ,,, - - -.-..-- , WF#14", �4...... �, \ , \ I - .11114-1 .1 - STRIP AND STOCKPILE TOPSOIL FOR REUSE' ON SITE. , / 1.�� ....- ,---,... 101.'131fff� 1/­WF#12 C?;,�p -.�I.I I ­113___,� 1 , �? / �: — Lj ILL. I 8 r � I 11'�*il, I ,,, ........1_ _­_ .....__.. _ �- "'I'm I - � . 11, . , I i06.0*'*� _­­­ ._-41 -, , " � ., � -...-" I... .-, ..,........ X x ------------------ ..e . `_,'�. - I� i: ?,P.. 0 .'__A "I ___­-­ ", ; �!.­ ! L_ I ; , "" - , � . i IA.I?TUW 0 STOCKPILE WITH IL � I *,-, - �...__j ­_­­ I .,-.-... 11.1 , 1// .1-111, I \ I 1 t. __� 11 . ..\ `�­­_-­__ .---.--- __-,102.25___-_ .......-I ...-.1-11111 __­ � , �/ _­ � s COVER THE . 11 I., ­\_-, ".., \ ; 5. ; ("I \ , I---------- .......- -----..*, ......... ...�*;, / / 11 4�>l _. IMMEDIATELY SURROUND STOCKPILES WITH SILT FENCE AND HYDROSEED AND MULCH STOCKPILES. 0 N,(" i I; I /'f3 - I I'm ,.-"-., `11__�", i t .. _I- (A W 0 PLASTIC AND SECURE IN THE EVENT THAT SEEDING IS NOT "I I 18311,wv ­­-­ I �w...... �& Ii*;s�z\ I ,.---. EFFECTIVE DUE MINED BY IFHE OWNER. I , "I IUV I . � . --- `i.; -------. _­... ...-­ ­­­­ .. ( I , .1-\ ..-- / -- It i � I , ""­ . 11 I I ..., ._­` ' I " �rl- ­...­_ --- ) I'll -.-- I 1 "I N/F . 1o4.o2. ___ #"-- .4 2R , ..' ; I F - 1�___. -..-.- , _', �9ii�llp "' -14W . x WF,r�Wl - I IN/ ___ .-.-- % : 6. BLAST, EXCAVATE, REGRADE AND COMPACT SOILS AND LEDGE ON SITE TO MATCH PROPOSED GRADES. ." 1111(,'-141AND REA1.71Y irl-'UTST ­ ,-,.,,,.. .......�, ,, -t 4�7�, W191 - ; isI CITY OF SA' ....­.­. ,' .,,,N__ / I LE M. ..­ I . = 40' FURNISH AND INSTALL ADDITIONAL FILL MATERIALS AS NEEDED. R-110,33 ---,I. � .il­....... 'jkl , POND I , Scale " �,_; . .,.'J'?,; . ";:- .11....... . I " ", GRAPHIC SCALE __...-1. I", I PG - EJM t- . Drawn by Checked by 40 0 20 40 80 160 I = I I I I - -_IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � Drawing Number 8-25-98 ( IN FEET ) Date 1 inch = 40 ft. . -1149 SHEET 1 OF 1 Job Number DEFINITIVE i // — + , -� Drawing Set - I I F_ . ; '% " , � ____- -1 ! "I z 1. / I x- ! �•I : n I I i : � U.) R- I .1 � X"* , "I , , 'I ­ . "'7.1_­ . 1 - _`�, - j1___ _1 ' -1. ", / 11*2"T, , "' , , , " ­ , �1 ' I" , 11 "- I I. 1, I , 0 I.." - _k,4 .... , ;, ; ".i. - i, :) /�i -".., DRAWINGS 9-24SI TEPLAN.dwg 1" x 1" X 3' OODEN STAKES 1..3 1/4" DIA. WIRE TIES OR 1/8" WIRE # ('[%YP.) 64,17 N/F 57.11 6 // / 82.01 (ATY OF SALE- M ......^-.__.__..-....... SILT FENCE DRIVE STAKES 12'1 ._•_._...._..........__.....-......... 5, 300 PSI MIN. �-j.3, L INTO GROUND x ASSESSORS MAI (T .P.) 70- v BURST STRENGTH -5 N/F ...... . ...... 61 14 ...... HIGHLXND REALTY TRUST - ------ --- ---- Number Revision Date --S36043'05"E------ .......- 652-49+ DIRECTION OF WATER FLOW 80-6 41.08'- 9-24-98 . ........... ............. ............. .14 BURY SILT FENCE A - ----------- MINIMUM OF 6 .......... ;;� ......... ��74.74 90 kqlTT- NVI-0-1 x .4 X W2 9, .83 1.29 -7% EROSION AND SEDIMENT CONTROL BARRIER -7 .......... 6"WATEk ........................................... DH-SET PROJECT ENCHMARK: EL18.56=109132 ....................................................................... ................................- I I it ilrll!777,r 53 �1�.52 Ic7.42at i Registrations X-CUT ON k!0NNt-- E3C;L7 `14 '57 -Z8 S F t ON 1-4YOW-41 • NAIL-BET 2 $TOpy Woo _4N AO D -1i-119 1110 #21 >5 C5 ......................... ....... ............. ...... P0 .10 R T771, \NOOD fill I I I................. lu- 51 OIR L-1 I I I, 1 7/ 00 2 07 9.3 �J4 / ",<0. --:"- --.- '�!5 4, lo 5 95 0-z8t--1 7 -1 -. -- -a. b Lon, lof ool f- - "I --- ---- I \ \ --- " , N-�"I $L.4:5 j RAVE. n4.1 --" ,N ", , 0 107 ?21 107.21 1. - *--- sL6P�-s -L H otomxnl.E'��BRICl (D ------ STEEPER THAN 3:1 SKAL A-, 108 SEEDED V*'�TEEP\�LOPE SE �DMX, .6 21 INSTALLED AND SHALL BE .� \ r 1-&4-4 ............ 7' 1 Yr Tco N C. ------ I I /-, N:) PIPES ViSiBLE I ✓ !25.40 0 K2 -"?' E:-EVATI&) 0 f13 0 7 T,:"v i 7-1- 12 L .,0 1,15 CURB !C8.$W,.917M. 2 1.71%- ------- - 1114\5 I Aq X N. T..... *TT47�n A. N;-- 0878J-w thy, r33 132.80 1W2- N........... -:110. R=I C 1, `772 1=101.12 '134 15 t A-83 Architects and Planners N, �;10'.27 I , :--J� /414,R" 1� .2 % C. 14 1 11 A 111\1 Z' NUI ��i i 3.9\ 149 37 08.59 --<(34.32 400� - �78 BIT REOV-9 R"108.!)•1 .. ............ E- '32.0 03 ✓ HKT Architects Inc. 35.24 92-1- \ R-108.\ / C• f L=1:}C}87 P EL::-t3 37. C % }33.3.1 SF-- CONC. �41 1--*,- 7* OF. %YATER QL*UTY TREATMENT SWALE"SL-016 2% 6M(FND� 0 rM8 s w FL-102.06 5 : f : . I �!1.. 1; 35 Medford Street 1$t 11 A.-pi�-Sa V AZZZ,� Somerville, Ma 02143 4 9.03 .11.3 if .1 \V 617 776-6545 ..123,04 tQ tA M 29.07 f 4-� x 12.7vw • I . 00 \ a 9 8 "(21. e/ A30 ki \ Consultants BALANCE OF PROPERTY DEEDED TO CITY OF FL::!�?.43 -3c Y" SLAB=1 2G,,�' 00 'IP RAP CHECK DAM (1' HIGH 2' 7kX '�4� On ge, 1.18.97 17 0 4n%7 H , . I // . ......... SALEM CONSERVATION COMMISSION. CROSSWAI K r EADWA C9 f 0 ENGINEERS., INC. 1 88 i0fill Y�UL 134X '�W.22 F.= 1.20 739 CENTRAL AVENUE, JOHNSTON, RI 02919 4 �2934 1 +127,15 5,."Ww 1- � 4t 15.29/ PHONE: (401) 943-3339 FAX: 943-5524 A-144 �IMITAOF WORK -2 .2! R 10' 290.00' L-196.70 601'F UF 13-1 GRANITE Cl, i3n 3", FE'R FRO'M WETLANDS -00 9RN71. JRB aR A=38'51 '44" DH SET UMI' O� INORKI \ . �OTJ 41.2 7 sot ro 7 "1131";1LE-�FABRiC SLUPE;S $ HAVE .t WrTH tTEEP,'sLOPE SEED MIX. INSTALLED',,AN A E/S ED F.F.-1 44 2 31 134' % ------- 3.. H.P. SL-AB=13 . SEE E7 ILI GRADING 0 ENTER k 26.13 41- DC 4 rL 1 7.25 61: 1 a 1 I ell. C. "A ✓ 2, 28.52 g5 F.F.=1!4�1.�OO I I f 123.64 -,"2f.55 34 20.12. 31. 138.5-1 12'5.P .22 '2.-�': I - , !- \ ,V >1 PROPOSED UTILITIES LEGEND N/F :27 90 *9 CITY OF SALEM 4,�X6H.P. 11,\1�1.7,29 + VI" 1, EQGE OF BIORDO Vl � ME AT�PL,,WETLANDS 0 > 1 l i 1 �.; ! \ j 1 8 F .-i 3.5q 6bS .80 4 F.F. 141.00' I 12" RCP DRAIN D- B-141 2�!2 ILA :,111. 4 14 1 .5 < DEEP SUMP CATCH BASIN C.B. 44. 12 0 DEEP SUMP DOUBLE CATCH iliv. 2 13 24 41 ce/ 49. 1 - BASIN D.C.B. 4 DEEP SUMP DRAIN MANHOLE D.M.H.0 111.2.'n 1 SLAB I tO 3K I It V�fl 3J I 1 4-00- .47.71 V\ SL =141. 142 NEW C TCH SIN A"14.........- 1.4n 4 1:7-,7� DH(FNDr"-- -<-, . - - < V) Q) a) :3 S39*05'1 8"W 9 -0 -0 21�56 4 o • i it D A LE , / i I \ Lp I I 1 .23 .4",S4 / / / / / i !, 14.12' 0 LIMIT OF WORK I / / 0 P, SILT FENCE SF '25`U .!Q ti 1. '1,41,PR-OF IIIII"k 14348 >mq 41.24 59 E E jz ;p;.3H VF V, V;SF� 10 U % Ak @W,24 0 2A '\,WFf 0 �41 CIL 4' 30 V) 06.S-3 --I!F 7A V�7. /124.08 'i v,6.gf�- 4,107.78 '06.86 UMIT OF 1 ;1/ /" +I I x 1-77. 116.,171 �"Xx + 1,1 01% 4d V AL Ai :32 AL 10678 D.M.H. Z CATCH-BASI WETLANO AREA if '120 REOM 8 j, k% K-1 51 ol NAIL SET .315-9 o D. % AL A, 007 79-W., WF/13X 4, + 2.4 42 VORK D 112 2e, i) I 22, D. Ak _11 Z A. WFil 3Y i D. JN 811 EROSION AND SEDIMENT CONTROL NOTE n - -1�\- W0130 W#13Z 0 D.C.B Y ALE/ ?i ii2-57 j ��#14A A�O 15.04\ -N :09,94 _7 PROPOS FE CE T��, FENCING. ...... 4.0.-7 f 1. PRIOR TO ANY WORK, LOCATE AND STAKE THE UM17 OF WORK WITH CONSTRUCTION V11, It<- i.* - -- SILT FENCE BARRIERS. %, , .<, , K, .... ......;00000....- W#13C INSTALL HAY BALE AND SF �14.72 S F ar W. 10 T." �.` NAI: Z 2. LOCATE TREES TO REMAIN AND SURROUND WITH CO)NSTRUCT10N FENCING. 6 2 4.7 1 kt -- -05.97IP(FND) 5.65DH(FND) -1----e--- ------ N35-4251 "W 3. REMOVE AND DISPOSE OF TREES AND STUMPS WTH11N THE LIMIT OF WORK. 35+ - ---- .�Z, --­ V) 111.0-T Rhl If)f) J ,I:0..xAI3E4 W - .102.92 -1.0 10#00 11,40 ------- . Brom. 4 L-0-4 Ix // TRUCK WASH AS APPROVED BY THE OWNER TO REMOVE 4! 0 4. FURNISH, INSTALL AND IMPLEMENT A A "6A + -7 SOILS AND DUST FROM EQUIPMENT LEAVING THE SITE. q pa 4 7y �T ..... 107'--C '7 10913 0 0? 101.39 44 A. X 7: 5. STRIP AND STOCKPILE TOPSOIL FOR REUSE ON SITE.. 4 ......- I - joE _ / X n�2___ __!, '4� " a _N V) N . ..... 'N 5.73TW IMMEDIATELY SURROUND STOCKPILES WITH SILT FENCE AND HYDROSEED AND MULCH STOCKPILES. 105.02 4.i?8W COVER THE STOCKPILES WITH PLASTIC AND SECURE IN THE EVENT THAT SEEDING IS NOT 3,B- \4.1) EFFECTIVE 3.' DUE TO WEATHER OR AS DETERMINED BY THE OWNER. NO SOIL OR BLAST MATERIAL "% I FEET FROM "THE DELINEATED WETLAND EDGE. N/F -104.02 SHALL BE STOCKPILED LESS THAN 200 0 6. BLAST, EXCAVATE, REGRADE AND COMPACT SOILS AND LEDGE ON SITE TO MATCH PROPOSED GRADES. HIGHLAND REALTY TRUST ary OF SALEM 40' R-110.33 It- POND -, --- . -I- Scale FURNISH AND INSTALL ADDITIONAL FILL MATERIALS AS NEEDED. 7. EXISTING STONE WALLS SHALL REMAIN UNDISTURBED. IF THE CONTRACTOR IS GIVEN PERMISSION TO PIS EJM GRAPHIC SCALE RELOCATE OR MOVE A STONEWALL, WHETHER INSIDE OR OUTSIDE THE LIMIT OF WORK, THE CONTRACTOR Drawn by Chocked by SHALL REBUILD THE WALL TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. 40 0 20 40 80 160 I I I I Drawing Number �A%11 1 10-08-98 ( IN FEET ) Date 1 inch 40 ft. 1149 SHEET 1 OF 3 Job Number DEFINITIVE 10 xe" 7 1 Drawing Set G:\EMAC\PROJECTS\1149\ DRAWINGS 1 0-8SI TEPLANS.dwg 7 TO — T 0 -3 O CD M r1r Cn __ LID -1 L0 __-J U A-) C-t- gti CD C:) X 1 /to 1�w 10 L21 & N/FI I DI) CITY OF SALEM 1� I - . 59.50 Cl CID- /_LOT # (TYP.) 64.'-7 bf;Ql -.--.--- - 1 . Notes / f 1 50.31,11 V:"" -,-- ___::_:1__ - � 519.38 , --i / ---.--.--- - ! / I --a 75 59-Lr- --- - I, =7- ­__ ___- '�R.fi�_ - f 59.57 .5949 59.69 - - - - -- ___ _ - I-- I- li��.iLl - CO.0-1 . .�� .;1�11 . , , " . C� % ASSESSORS MAP# (TYP.) � — --- _� ,__�_� ___,k..95 k-1 — __ ;&__ __ 1, R3 ZONIIHG / 7 - — - - - _ ___ ___� .9 613— — ____� * " '� " , - 15' C_ 70_ --.- -,-- ".�%% ��__ __ 61 14 60.55 __�_591z__�Iw __� - - , __ _1 / FRONT SETBACK - --- ___ -.- -.,..� .� ____ ---_. __ . -, -, - -- - ,. - - ____ -- ____ - __1 -,. _� ­____ -- ,___ _-, - - -_ -- _/ , 11"z", 81 30 1 SIDE SETBACK - 20' HIGHLAND REALTY TRUST - - - - - , I-- __ - - _ �/ , R-) - __ - S36*43'05"E-- ,--- ,-�, ­_----_ - - - _7� - - .-, ­_ , X i..1 W - - — - - — - - — - - ---=- , I __ - __--- -- ---a' .- 62_00__�- _.-� __�.:_ ,_;��' - - - I� 'I, . - .---- 62A.) ­ 1�1' \.A_�.O! . \ ,_ __ `_ ___'--___'1-,-7_--z 77 -�'-- .1 , REAR SETBACK - 30' __ - - . - '. __ / _ _ - .- --80-641.08— — ___ -, '. , - __ — — .-I----' - �_ _ 77 , _­_ ___­ /- _ --_1-<---_ _­_ __- , -A. I CD __ -.-- -I---- __ . ....... ---- __ ____ - - _____ .� 1_� _- _ __ - - .1 ___ - --_13'.5� 84.14 __ I -,,-,-,---__>_� ----. __� - - - -P . ,__1 I // �� �:___. - - - -- �933__,- - __ ,",�'_ _­ ,,- -..- .. - -Z_ -�- - 89_7a� --Z-Z- ___� _ ____ - __- 711'5� �, __-,,, 76..i I I -i - _� ,___ - - .Zm- _; - - ___� ." , -74.7 4 L) ..; �__ - __ _ . _._ _- ____ - - . ". - 0�1_ __.:�, _,!-�_ ___...7__ 7- __� _.Z�._- ____ - - .. "�, A, . Z_ - — - _ ,_ /-",- // �', I 1. (D - --- ____ ___, --- ._� , _ I I r) r - I / (1.47 ACRES) -- __� I�"'..- - - - I - - - , _.-.." ___ '11 _+ - - � - 11, �,_M!�-_ ..;�_,- - _____ -- __ -- 4.P.3 -' ,� " 1�', "I .0 ....---.-- - - __� I- - , _;;;-_-- 102.9' - ,_*�-- .7-- _-�!� ---*!!-- - --!-I-- __- - _�� / - - , (�o / _%__ -1 - - ,,��Z!7�- :��_- I . ---n - I I "" ­ -- ' *-Z . -. - - ----. / C_ ­1------_�__ t"WATF, 1 W"---- __ ­ 11 I /1 '_\ BEOM-115 1 -7- -_'�-_ I --, -T0--- - M _____-_ b�"N p,; .. 11 _11, I DH SEFT \ , ,- \ 1, = , i N -z-2-i- I - I I" ­ , - __ L 'I: --- __1 I - __ EL�1 09.-1 2 \ \ _____11 _�,_1_/ - , 6(i fiI_&!�S i �11 SBDH(FNJ?___ - - 41411 _ _ G__ ['1771 _�_ I J,T.i fl;rl-,-,---1 _L 1% _____ - / �� , \ , .." - ,-- ----. b '.] I cli - (ZI` __�__ ---A, � , " I , \ ­"­'­ ,-.- , � I \1 071PI/T �jl, !. 11.11,Tjn / I--,' - N--�-: �_�L -,,!7,; , / � I , G -11-65_42- ' 107 \ I 1, ":�, -" "'� -_- ; . . --I - ////,O/ N I - - I /q ter 015.52 . .42 ____ I , 8 - , CD ------_ - "Ill---___ \-___ �i1._,0'1 , _-,� ,ri,',.TT' I 11, 2 `105 93 BE --I- __ __ --.,/ \ I " 1 - ------_ " -­ ___ _ - _ 11 - t , NAIL­8ET 00e / Ila, I , ., —1, � I A - -7, - I ------_ , % 111" //I 11_� - , _I 7, r , - /s) x!Z0 , , , /I f ,', --- OM - ,)� I t I- , , C ", � , , , -r'-,�,,/i 11 I 1�� ---- 10-9.60 .00 ,-�, -Ic,�,;�� \- , , "S1171- `1- I ,, - - ,,, - S.F.- ± i -0 .cs ej ' ' S'(')Ry WOOD I" __ -_-,11�_��_,, i "�% I , � ", � - _.)/ c , - I Ll:!�'O . - , I - - J, ,.�� , , T I/ #21 1 1, I, , k ---- 777!� - - - -, . 10 : -----_ 05 0j 'A" 1L;--t-rr,�r, - , 00 / I /I `��F _ ' _25 ,111.53 - _1%11. , I cus ± /I .I K% , I. , I , h It/ i I I I"LJ I ;, 1106.5111 4 �� ___ - _.-�L 'OR �, M", - O , . .� __ __ __ ......I-. � , - \( '14 UJ-1 1," 146.:7% 0 ­__ ____ ,' I ' 00 -, --1, I - O'� � , �..5_F,2 __ - ',L __ , '-,,�_- I r,'7-91 - '-1 '-�, � I- - ,. . - /i .1b. i" I - " ­ _.10A.1 1, 08.1,6 ',Oa.()��j 11 \ - --' 4/ - - �- - " .11. - � ,� � �. .­ "-,_ _84 7F, . 0 oa � U.2, _bIO7.93 � - -4441 _ EE NOTE- # __- ___ -_', ,�� -, , - __ ___ I ------, 0 I/J __ - ` '/ .1 / " -.--____ , , �', �/" _�()?, /A 1 0,7 11 __ I/ _U_Lzc�� .-/"d / 'foo 0-77TI: - -114- _ t') � -l",__1` �i, 1� S 31111:,�W i " I . _.'� ,�,___ � - - I ­- Z �L 30.7-_. 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I BB BIT(-IMINO: S BERIM, YWIrpl­­ ___ __" .:,4-k_J _. % ! /I�9 v-sic -, �?R-1- CONC. � . ,:;-,,,j,,-j, k , , , __ __ - ."N BlTiJMINOI�J(S, CJ­AN"_-,PE!E : - _ W1 `e4_6511 / __ - - --, 11 , ,; 11 _ I , ___ -W ___..�. �i ,1-1 N/F , _',;�.17, - � .1,,� \ E CLIRB I \ '\ _�� :C i 1) 1, __C0 NCRE IF I __ --, ,-- POND / 131C I t � A C,Rk'ANIT-F CliP\13 I I ,-.- \ ��_.. w�14F# � WETLAN11-11 R.-AtO I \ .4..i2 .­' N/F CITY OF SALEM iProject SURM NOTES: INDEPENDENCE HILL I1. E!"AnONS REFER TO THE NAT11ONAL GEODETIC VERTICAL DATUM : INDEPENDENCE DRIVE L_ OF 1929 (N.G.V.D.). TO CONVERT TO CITY OF SALEM DATUM 0PLANE ADD 4.36 FEET. SALEM , MA �2. LOCUS PARCELS SHOWN HEREON ARE LOCATED WITHIN IFLOOD ZONE -C- (AREA OF MINIMAL FLOODING) AS SHOWNDrawing Title ON FZMJL FLOOD INSURANCE RATE MAP FOR COMMUNITYPANEL NO. 250102 0005 B, WffH AN EFFECTIVE DAM OF AUGUST 5, 1M. PRELIMINARY SITE PLAN 3. THE LOCATION OF ALL UNDERGROUND UT11UT11ES SHOWN ON 7M PLAN ARE APPROXIMATE ONLY AND ARE BASED UPON ROUGH GRADING A FIELD SURVEY AND A COMPILATION OF PLANS OF RECORDFROM THE VARIOUS UTILITY COMPANIES. THE INFORMATION PROVIDED IS FOR THE USE OF THE CONTRACTOR. NEITHERWARRANTY NOR GUARANTEE OF THE NFORMATION IS PROVIDED. THE CONTRAC70R SHALL VERIFY THE LOCATK)NS OF ALL1 99 = 40' UTILITIES BY CONTACTING THE RESPECTIVE UTILITY COMPANIES Scale AND DOG-SAFE (1-800-322-48") PRIOR TO CONSTRUCTION. 4. LOCATION AND ELEVATION OF TWO SEWER MANHOLES COULD NOTEJM DM BE OBTAINED BECAUSE OF PARKED CARS. Checked by Drawn by 5. WETLANID DEUNEATION DONE BY WALTER HEWITSON PH.D.-BOTANIST. 45 CRESCENT DRNE, BRIDGEWATER, MA 02324. 6-22-98Drawing Number Date 6. E)(11lSTM CONDITIONS BASED ON SURVEY BY BEOM INC., 4 FIRST STREET. BRIDGEWATER MA 02324, DATED MAY 21. 1W8, 1149 STAMPED BY CH&MM T. CAMP, PLS # M77. - - -k F---,-, 4,_L ,; ,77,�1' T ` �1 43 Y- -- -N"N'\ \\i,o,�e,,-_ � "- ,\ �,, � " 'I, Q114,4,�,� ,"<" ­" ,__ ,I` , -___� �_ _ � _I I - -\ , z% 0--_ ,,I-�I\I-- -11 'll" '>_ _ 1'�x ,.I.,� , , / \ , i, \ . Job Number C 1 . ???? . . . . Drawing Set wg L C: \EMAC\PROJECTS\1 149\DRAW198.dI