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450 HIGHLAND AVENUE - ZONING n y - a.p w �6` M k � e r 1 p M .�- & Highland Ave 450) . ,.. S R BPD �r. Mart... t un UPC 15330 auto- No. 153C HASTINGS. MN __ _ --- �� ,� 0 `/ �� ,�, ,� .��' ,r � �` t �F r �� CCC �� r � / i t a.cawrl, Ctu of tt1Erit, f asoadju.5r##s y 3 Pt!. 91 - ltttminuttril ire �r� CIiY Gf- SIII-H. MASS "'°"` Mm $alrm (Srecit ClFRR'S �FFICF DECISION Site Plan Review Special Permit Wal-Mart Stores East, Inc. C/O"Attorney John Serafini, Sr. 63 Federal Street Salem, MA 01970 RE: Wal-Mart- Highland Avenue, Salem On Thursday, July 24, 1997, the Planning Board of the City of Salem opened a public hearing regarding the application of Wal-Mart Stores East, Inc., under Section 7-18, Site Plan Review of the Salem Zoning Ordinance, with respect to property located at 450 Highland Avenue. The proposed project involves the take-over of the existing Rich's store by Wal-Mart. The public hearing was closed on September 18, 1997, and at a regularly scheduled meeting of the Planning Board held on September 18, 1997, the Board voted by a vote of seven (7) in favor, none opposed, to approve the application as complying with the requirements of Section 7-18, subject to the following conditions: 1. Conformance with Plan Work shall conform with set of plans entitled, "Site Improvement Plans for Wal-Mart Store No. 2640, Highland Avenue/Route 107, Salem, MA", dated July 1, 1997, revised through September 2, 1997, containing seven(7) sheets, prepared by Sain Associates, 185 Harlow Street, Suite 8, Bangor, Maine 04401. 2. Amendments Any amendments to the Site Plan or waiver of conditions contained within shall require the approval of the Planning Board. 3. Utilities Utility installation shall be reviewed.and approved by the City Engineer prior to the issuance of a Building Permit. 4. Site Lighting 1 All new site lighting shall be installed and maintained in such a wa�N�b 91 to not reflVSyt cause glare on abutting properties, or which adversely affect safe visi upto vehicles moving on nearby streets. �� 5. Landscaping The Applicant shall be responsible for the clean-up and maintenance of the existing landscape beds throughout the site. 6. Signage Proposed signage shall be reviewed and approved by the City Planner and the Sign Review Committee. 7. Proposed Access Road The Applicant agrees to diligently pursue, with the owners of the adjacent shopping center, a mutually satisfactory plan for an access road connecting the two shopping centers. Final design plans for the construction of the proposed access road shall be reviewed and approved by the City Planner. 8. Board of Health All requirements of the Board of Health Decision shall be strictly complied with. 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 City of Salem Building Inspector. 11. Clerk of Works The City's Clerk of Works shall be on site as deemed necessary by the City Planner. The Applicant shall be billed by the Planning Department at a rate of$20 per hour for this service. 12. Maintenance A. Refuse removal, ground maintenance and snow removal shall be the responsibility of the Applicant. B. Winter snow in excess of snow storage areas on the site shall be removed off site. 13. Construction Practices 1?77 All construction shall be carried out in accordance with Tlig Jglo i g conditipns: CI-1y CI ',H.- M oS A. No work shall commence before 8:00 A.M. on weekdayir hAa4urdays. No work shall continue beyond 5:00 P.M. There shall be no work conducted on Sundays and holidays. Inside work of a quiet nature may be permitted at other times. B. All reasonable action shall be taken to minimize the negative effects of constriction on abutters. Advance notice.shall be provided to all abutters in writing at least 72 hours prior to the commencement of construction. Notification shall also be submitted to the Planning Department. C. Maintenance of all landscaping shall be the responsibility of the applicant, his successors or assigns. D. All construction shall be carried out in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all riles, regulations and ordinances of the City of Salem. 14. , Violations Violation of any condition of this Decision may result in revocation of this permit by the Planning Board. I hereby certify that a copy of this decision and plans have 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 County Registry of Deeds and is indexed under the name of the owner of record or is recorded on the owner's Certificate of Title. The fee for recording or registering shall be paid by the owner or applicant. Walter B. Power, III Chairman bd/Walmartdec. SANITARY SEWER NOTES= GENERAL NOTES: 1. CONTRACTOR MUST NOTIFY THE REGULATORY AGENCY FOR SEWER INSPECTION 1. ALL WORK SHOWN SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND DEMOLITION NOTES: WAL-MART SITE NOTES: PRIOR TO STARTING WORK. NOTES= SITEWORK SPECIFICATIONS. 2. ALL STUB-OUTS AND WYE LATERALS SHALL BE PLUGGED WITH A STANDARD TYPE 1- Contractor shall provide and employ an acceptable method of removal of 2. ALL NECESSARY PERMITS AND APPROVALS FROM AGENCIES GOVERNING 1. THE CONTRACTOR SHALL SAW-CUT EXISTING PAVEMENT AS 1. ALL NEW PARKING LOT LIGHTING POLES AND FIXTURES WITH LAMPS PLUG- CONTRACTOR IS RESPONSIBLE FOR BUILDING LATERAL CONNECTIONS, IF NOT construction waste. Said method shall limit waste storage areas and shall be THIS WORK SHALL BE SECURED PRIOR TO BEGINNING CONSTRUCTION. NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS WILL BE PROVIDED BY WAL-MART AND INSTALLED BY IN PLACE, THEN BUILDING CONTRACTOR IS RESPONSIBLE. GRADE. THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE WAL-MART acceptable to the City of Salem. 3. ALL DIMENSIONS SHOWN TO BUILDING ARE TO OUTSIDE FACE OF BUILDING. A ONE-YEAR WARRANTY CERTIFICATE. ALL INCURRED COSTS 3- SANITARY SEWER PIPE OF DIFFERENT MATERIAL SHALL BE JOINED BY A RUBBER SLEEVE WITH STAINLESS STEEL COUPLING, MADE FOR TRANSITIONS FROM ONE ALL DIMENSIONS AND RADII SHOWN TO PAVING ARE TO EDGE OF 2. ALL EXISTING STRUCTURES AND/OR UTILITIES INCLUDING FOR RECEIVING, STORAGE, LIABILITY AND WARRANTY LABOR SHALL, MATERIAL TO ANOTHER. 2. Contractor shall control dust accumulation and clean entire site of debris PAVEMENT UNLESS OTHERWISE SHOWN. SIGNS, UTILITY POLES, ETC., SHOWN OR NOT SHOWN BE INCLUDED IN THE INSTALLATION CONTRACT PRICE. and garbage immediately prior to completion. WHICH REQUIRE RELOCATION OR REMOVAL UNDER THIS 4. COORDINATES OR DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING 4. EXISTING UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. CONTRACT SHALL BE DONE AT CONTRACTOR'S 2. SITE LIGHTING CIRCUITRY, PHOTOMETRICS, AND FOUNDATION OR TO CENTERLINE OF MANHOLE. 3. On site storm/sanitaryes, storm/sanitar manholes, and catch basins THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LINE DESIGN PROVIDED BY WAL-MART. pipes, Y EXPENSE. I w shall be completeLY cleaned of silt, gravel, and other materials. LOCATIONS PRIOR TO ANY CONSTRUCTION- ANY DEVIATIONS FROM THE 5. SANITARY SEWER PICK-UP POINTS SHALL TERMINATE FIVE FEET OUTSIDE THE FACE 3. ALL EXISTING LIGHT POLES SHALL BE PAINTED BLACK PER o DESIGN LOCATIONS SHALL BE REPORTED TO THE OWNER AND ENGINEER OF BUILDING UNLESS OTHERWISE NOTED. 4. All work performed shall be in accordance with ALL Cit of Salem, State of PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL KEEP STORE MANAGER INFORMED SPECIFICATIONS. ALL EXISTING LIGHT POLES BASES AND GUARDPOSTS p y OF CONSTRUCTION ACTIVITIES WHICH COULD INTERFERE WITH SHALL BE PAINTED YELLOW PER SPECS. 6. THE TOP ELEVATION OF ALL MANHOLES IN PAVED AREAS SHALL MATCH FINISH Massachusetts, and federal regulations. 5. CONTRACTOR SHALL REFER TO ARCHITECT'S PLANS AND SPECIFICATIONS GRADE- THE TOP ELEVATION OF ALL MANHOLES IN GRASSED AREAS SHALL BE 6" DAILY STORE OPERATIONS. ABOVE FINISHED GRADE. FOR EXACT LOCATIONS AND DIMENSIONS OF RAMPS, FENCED AREAS, BOLLARDS, ETC. 5. Existing on-site pavement shall be thoroughly swept clean of dirt, gravel, etc., prior to application of sealcoat. Entire limits of existing on-site 6. THE SITEWORK CONTRACTOR SHALL COORDINATE THE INSTALLATION OF 7_ THE MINIMUM HORIZONTAL SEPARATION BETWEEN THE CLOSEST TWO POINT OF asphalt paving shall be sealed in accordance with specifications. ALL UNDERGROUND UTILITIES WITH HIS WORK. ALL UNDERGROUND UTILITIES THE WATER AND SEWER LINE IS TEN (10) FEET. THE MINIMUM VERTICAL SEPARATION (WATER, SANITARY SEWER, ELECTRICAL CONDUIT, ETC.), SHALL BE IN PLACE BETWEEN THE CLOSEST TWO POINT OF THE WATER AND SEWER LINE IS 18". Pavement cracks shall be completely filled prior to sealing. Ail pavement PRIOR TO THE APPLICATION OF THE SEAL COAT. cuts/replacement as required shall be completed prior to sealing. 8. SANITARY SEWER PIPE NOTED D.I. SHALL BE DUCTILE IRON PIPE, CLASS 52, 40 20 0 40 80 120 7. LIMITS OF POTHOLE REPAIR SHALL BE 1'MIN. OUTSIDE EXISTING POTHOLE. CONFORMING TO ANSI STANDARD SPECIFICATIONS FOR DUCTILE IRON. 6. Light standard bases which remain shall be stripped of paint and repainted LIMITS SHALL BE SAW-CUT AND EXISTING PAVEMENT, LOOSE BASE 666?! yellow in accordance with specifications. Existinglight poles shall be MATERIAL, AND OTHER MATERIAL REMOVED- EXPOSED BASE SHALL BE 9. THE SANITARY SEWER PIPE MATERIAL SHAL BE S.D.R. 35 SEWER PIPE UNLESS OTHERWISE p g SCARIFIED AND RECOMPACTED. POTHOLE SHALL BE FILLED WITH BITUMINOUS NOTED ON PLAN. SCALE IN FEET painted black per specifications. ASPHALT TO MATCH EXISTING GRADE. 247°28'59" _ _ _ _ _ _ _ _ _ _ _ 200°9,-8„ _ _ 7. Existing light fixtures shall be removed and replaced with Ccrdce per 8. PROPOSED PLANTINGS SHALL BE 3.5" MIN. CALIPER AND MATCH SPECIES o detail. If necessary contractor shall coordinate base bolt spacing and pole OF THAT REMOVED. NEW PLANTING AREAS SHALL RECEIVE 4" MINIMUM ♦ G LEGEND adapter requirements with lighting consultant. Contractor shad contcct LOAM AND SEED. 16 0 lighting consultant (Malmstrom-White, 11610 Kanis Road, Little Rock, 9. EXISTING PAVEMENT, CURBING, ETC., REMOVED TO ACCOMMODATE DptO AR 72211, 501-224-2775) to coordinate delivery and installation of materials;. SITE FEATURES (LIGHTING CONDUIT, UTILITIES, PLANTED ISLANDS, 203'41'48" 10 -W N❑ AV CONVERTED (TO GARDCO) LIGHT STANDARD 0 ETC-, SHALL BE REPLACED WITH BITUMINOUS PAVEMENT TO DEPTH " 8- Contractor shall provide trenching, backfill, conduit wiring, REQUIRED AS NECESSARY TO PROVIDE A SMOOTH SURFACE. BITUMINOUS p g, g etc., as 219°25'47•' \ ♦♦ YELLOWD2'O.C. EXISTING STREET LIGHT necessary to provide adequate power to light standards. Light pole bases PAVEMENT SHALL MATCH EXISTING IN TYPE/QUALITY_ ♦ R5, cTYP.) for relocated light standards shall be demolished/removed per specifications- t0. REFER TO BUILDING PLANS FOR SIDEWALK INSTALLATION. ♦ p i L PROPOSED LIGHT POLE CONDUIT/WIRING Excavated area shall be replaced with materials identical to the surrounding WATER NOTES -_ 7 (APPROXIMATE LOCATION) area. (Match existing thickness, quality, compaction, etc.) _ g 15 EXISTING CATCH BASIN �s 1. ALL SPRINKLER AND DOMESTIC LEADS TO BUILDING SHALL END 5'-0" �' 16 - 9. Curbing shall be replaced and/or repaired as shown on plans to provide OUTSIDE THE FACE OF BUILDING WALL, UNLESS NOTED, AND SHALL BE PROVIDED 24 \ \ continuous curbir within paved areas. See detail for schematic sloped granite WITH A TEMPORARY PLUG AT END (FOR OTHERS TO REMOVE AND EXTEND AS 12 *I / ♦ EXISTING MANHOLE _ curbing installation. P NECESSARY). \ TRUCK A 17 ROUTE 2. ALL VERTICAL BENDS ON WATER MAIN SHALL BE RESTRAINED WITH A MECHANICAL ♦♦ TRIKIc REPLACE EXISTING CURBING 10. Excavation shall be limited to the smallest area possible to install items JOINT FITTING SUPPLIED WITH RETAINER GLANDS. ANY JOINTS 25 FT. OR LESS FROM ROUTE \ �' ' shown. EITHER SIDE OF VERTICAL BEND SHALL BE RESTRAINED WITH A RETAINER GLAND. �- �, NEW PLANTING o 3. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING. 0 0 11. Boundary information taken from Existing Conditions-Rich's Plaza plan by - T \ 10 AV 16 / CURBING TO BE REMOVED Bryant Associates dated June 11, 1997. 4. ALL VALVES SHALL BE INSTALLED IN A CAST IRON VALVE BOX WITH COVER. AV O 17 : / ♦ E ELECTRICAL CIRCUIT 5. THRUST BLOCKS SHALL BE PROVIDED AT ALL HORIZONTAL BENDS, TEES AND FIRE 148°42'32" --- 10 ✓ �? �? r 12. Pavement crack filler shall conform with all requirements contained HYDRANTS. within ASTM D-5078-90. Existing crack (3/8'' minimum width) shall be ♦ Z throughly cleaned of loose/deleterious materials prior to application of filler. 6. THE MINIMUM COVER ON WATER MAINS SHALL 5'-0". -' Crack faces shall be dr at time of application. Filler shall completely ` Y PP P Y 7. PIPE SIZES 3" AND SMALLER SHALL BE TYPE-K COPPER. FITTINGS SHALL BE RELOCATE i00 fill crack, with no air voids, etc. After application, filler shall be BRONZE. SEE SPECIFICATIONS- CONTRACTOR SHALL (p•� EXISTING 9 A A screed off to provide a smooth, continuous surface across crack. REMOVE EXISTING & '� LIGHT POLEGATE AND FOUNDATION > 8. PIPE SIZES 4" AND LARGER SHALL BE PVC C900, CLASS 200, WATER PIPE WITH 200 COMPLETELY PER ' 44 PSI PRESSURE RATING. ALL FITTINGS 4" AND LARGER SHALL BE CAST IRON (PUSH ♦ SPECIFICATIONS �`� 1 �p0 S� °� Z O W TYF,= 1 OR MECHANICAL JOINT) CONFORMING TO ANSI AND AWWA STANDARD 13 .I ?" o �n 9 p >~ H SPECIFICATIONS. v' STOP \ ♦ G A ♦ Z �+ 9. GATE VALVES Y4" THROUGH 3" SHALL BE BRONZE WEDGE TYPE GATE VALVE. �- �O� AVF1 SIGN y _ �� O AC) VALVES SHALL HAVE NON-RISING STEM WITH SOLID TEE HEAD OPERATING NUT. 159°11'54" q9 1 ``� S �j°' STOP / Q �1 3� S� 4" SOLID YELLOW 1 BAR < �� N 0 Z 10. GATE VALVES 4 AND LARGER SHALL BE CAST IRON GATE VALVE WITH PARALLEL 1�� i I.�� - TRUCK O Z z O v DOUBLE DISC. VALVES SHALL HAVE MECHANICAL JOINT ENDS AND NON RISING �1 Q'� REPLACE ROUTE G Z '' O STEM WITH SQUARE OPERATING NUT. ♦ x ]Z1 EXISTING ^1� ,Si. CURBING REPLACE x ��`_ 3fj9 O ' AV ♦ 4" SOLID YELLOW EXISTING *A V CURBING Q _ / 0 5,1 �� WAW � � 13 k 1 �1s�. of V v �� AA � Wpa NEW LIGHT POLE 175°05'4 1 O AND BASE (SEE DETAILS) REPAIR POTHOLE /` G k SEE GENERALE 7 17 \ ♦ �� pq ♦ Z REPAIR POTHOLE 2'HIGH YELLOW vCAF 4 \ / SEE GENERAL NOTE 7 14 LETTERS \ \ (5�t CORRAL „cTAL) \ V / C M \ 19 EXISTING SMH 8, �' \ 16 / ~ NEW PLANTING (TYP.) 4" INV.-115.26 `i o �\ SEE GENERAL NOTE 8 \ f� / 4" D.I.Q -/-11.6/ SLOPE AVF2 t6 EXISTING / ♦ p mri \ \ o \\ PYLON SIGN R/5. INV.•117.00•/ �•a C7 &OREMAIN / cV V J °q A � � z 44" SOLID YELLOW PROPOSED SMH �\ W W Q AVF2 45° 2 O.C. p (BUILD INVERT / w c/� W Ln M,,+T CH EXISTING),, j m 1 FQ NEW PLANTING O_ g� 17 Z �p�� V' Rhd••/-117.22` \ 1 G `4 ) /CURB ISLAND Er!ST6" CLAY. INV,• / 4. �OJ L /t �ptl 6� P IN .•11 28 �� ♦ Q' x cn _XD 15 Jcti'E' ► � Q fTGEO l X06.� � d EXISTING CURB V� O \ EXI TING CU & Z \ ��6 \" TO BE REMOVED GUTTER SHALL BE 18 / 1 EO REMOVED & REPLACED O 0- \ IN LOCATIONS SHOWN / z Q AA O_ PAVEMENT SHALL w o N 6" PVC 0 •/-2.OZ SLOPE O MATCH IN GRADE & THICKNESS \ Vol / PROPOSED SMH BALE RAMP 8 R 10' (REF- ARCH. PLANS RIM••/-118.45 (MATCH EXISTING) Zd L A 11 FOR LOCATION & rQ4" C.L INV.-116.04 006 6INSTALLATION) OC �V g, 6" PVC INV.•115.84 I (`� t r f\�`? E 4" D.I.o /-2.0/. SLOPE ti� T�14 . �4 B 0-- \ INV.-116.5•/- APPROX.REPLACE o COMPACTOR C, _ 11 EXISTING CURBING o a 84°48'47 (REF. ARCH. PLANS � � �3 O � � ° FOR LOCATION & �� 254°20'12" R 10' INSTALLATION) �C REFER TO BUILDING PLANS FOR • • T� BOLLARDS IN THIS LOCATION X0.2�� Z �, AND ELSEWHERE 9 ♦ r� • • 5 � a a_ Qs� S�Qt tA' w • • I I 9 9v'X ATTACH WEATHERPROOF �" o 43' a •Q v'_ v 'i vDUPLEX RECEPTACLE (48" 5 5 W • • 222°19,599 66, 27. q6 \ \ ABOVE GRADE) TO EXISING • _. 1 Q1. � FOR INSTALLATION AND ♦ •� � • • 208'37'50" _ CIRCUITRY REQUIREMENT X /INSTRUCTIONS) • • ROCK ROCK a 19 o b SURFACE SURFACE G U o b AP X.REPl SITE DATA LIMITS OF NEW FENCED o EXISTING CURBING (TYP GARDEN AREA. REFER TO BUILDING PLANS FOR �'^ V SPECIFIC INFORMATION. RELOCATE 0 EXISTING RICH 'S PLAZA 109,124 SF 478 PARKING SPACES 4.4/1000 ''�L BLOCK- EXISTING U Q I` LIGHT POLE -- --- --- - SITE PLAN REVIEW / BUSINESS PARK DEVELOPMENT SPECIAL PERMIT NON-FREEZE (INCLUDING EXIST. RICH'S STORE 96 730 SF AND \ YARD HYDRANT 0 CITY OF SALEM PLANNING BOARD DATE NEW PLANTING (SMITH FIG. 5912 SHOPS 12,394 SF) REFERENCE ARCHITECTURE PLANS FOR ALL /CURB ISLAND AVF2 OR APPROVED) v� REF.DETAIL SHEET UTILITY SERVICE CONNECTION LOCATIONS 11/4" WATER AFTER WAL -MART TAKEOVER 109,124 SF 448 PARKING SPACES 4. 1/1000 LINE EXIST.PLANTING -, TO REMAIN (INCLUDING WAL-MART STORE 96,730 SF AND (INCLUDING 9 STANDARD HANDICAP PARKING O> AND 2 VAN ACCESSIBLE PARKING ) M NEW PLANTING SHOPS 12,394 SF SPACES Cr /CURB ISLAND EXISTING CURB 1'0 BE REMOVEDV) T SITE STATISTICS ^ G ZONING DISTRICT : BUSINESS PARK DEVELOPMENT CAUTION - NOTICE TO CONTRACTOR REQ'D PROVIDED THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE PRINTED & ISSUED MIN. LOT AREA (SF) 40,000 +� 606,490 VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE, AUG 15 � THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 MIN. LOT WIDTH (SF) 150 337 (MIN.) HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT 1 , TTT7 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES S;JNi ASSO+CIpTES MAX. LOT COVERAGE (%) 45 18 WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. OPEN SPACE PB N/A S FOR COORDINATE AND ORIENTATION SEE PLAN C A (14' TYP.) WAL-MART W2 Lighting ScheduleN D = 1 + W.P. RECOEPTACLE R(OPTIONAL) , TYPE QTY. CATALOG NUMBER DESCRIPTION , A (14' TYPJ AV 11 W2-194VS-480-400MH-BLP 4-WAY (MS 400 BU) MANHOLE TO BE FURNISHED TOP COVER 24" DIA.MIN. , WITH WATERTIGHT RUBBER AVF1 1 W2-194VS-480-40OMH-BLP 4-WAY (MS 400 BU) BOOT ALL PIPE OPENINGS (U SFC-67NH-480H SINGLE FLOOD (MS400HOR (2)010-32 PAN HD. H PER GOVERNING ATHORITY B AVF2 3 W2-194VS-480-40OMH-BLP 4-WAY (MS 400 BU) SCREWS O (2) SFC-67NH-480H TWIN FLOODS (MS400HOR> DRILLING FOR Q PLAN EACH LUMINAIRE � MANHOLE FRAME AND COVER G (TYP) KV W2-193VS-480-40OMH-BLP 3-WAY (MS 400 BU) —� NEENAH MR-1610 OR SLOPE M.H.COVER TO APPROVED BV W2-192VS-480-40OMH-BLP 2-WAY (MS 400 BU) FITTER _� o MATCH PAVING SLOPE GROUT FRAME IN PLACE 72" CV W2-191VS-480-40OMH-BLP 1-WAY (MS 400 BU) 03/8-16 SET SCREWS TOP ELEVATION PAVING SURFACE g D W2-191FM-480-40OMH-BLP 1-WAY (MS 400 HOR) �-- "ID" — -� "x" m SEE PLAN '"OD" F E W2-1921-480-40OMH-BLP 2-WAY (MS 400 HOR) NOTES + F W2-1911-480-40OMH-BLP 1-WAY (MS 400 HOR) ALL PIPE MATERIAL SHALL BE ASA SCHEDULE IE G 3 W2-1913-480-40OMH-BLP 1-t^IAY (MS 400 HOR) MIN. "P" HT 40 STANDARD STEEL TUBING. D� ALL STEEL PLATE MATERIAL SHALL BE ASTM A-36. J W2-1923-480-40OMH-BLP 2-WAY (MS 400 HOR) POLE WPH T O VARIES L. LIFTING HOLE OR NOTCH TOP PHOTO (GROUT HOLE AT INSTALLATION) ALL WELDED ELD D CONNECTIONS SHALL BE FULL J-MOD W2-1923-480-40OMH-BLP 2-WAY (MS 400 HOR) POLE TOP TENON FITTER "OD" "ID" "X" "Y" "H" CONTROL ADJUSTMENT RINGS o AND GROUT AS REQ'D. 2,-0„ ALL RISER AND CONE SECTIONS WAL MART SHALL PROVIDE ALL MATERIALS AND TENON SIZE HEIGHT SIZE DIA. DIA. DIM. DIM. HEIGHT RECPTCL. MAX.B" (MIN.) TO CONFORM TO ASTM CONTRACTOR SHALL INSTALL. DESIGNATION C-478 GFCI FESTOON TYPE 3i I i I I I 112" z ASSEMBLY INSTRUCTIONS 2 ,/g DIA. 3 /2 PTF 2 3 /2 3 /2 2 /2 9 /2 10 o z n O 116" (TYP.) PARTS LIST 7 SFC-67NH-480H FLOODLIGHT x 4HIGH 1. SELECT FLAT AREA TO PLACE CORRAL ICY_ co i ALL JOINTS TO HAVE "0" RING ITEM QTY. DESCRIPTION 2. LAY PART (B)BOTTOM PLATE APPROX.14 FT. 1- WGD-TRS-39-11-DM-BLP ROUND TAPERED 1 I I 3 3 w w RUBBER GASKETS IN ACCORDANCE FROM HEADER PART (C) 3 TO 3 /2 DIA. 5 PTF 3 4 /2 4 /2 4 12 /4 13 /4 c WITH ASTM-C-443.CEMENT A 6 14'SIDE RAIL 3. STAND HEADER UP VERTICAL AND SANDWICH STEEL POLE x 6i" HIGH c MANHOLE STEPS GROUT EXTERIOR OF JOINTS. B 2 W BOTTOM PLATE HEADER FRAME.PART (C)WITH 2 SIDE RAILS G, „ PART (A).BOLT WITH PARTS D,E,F AS SHOWN 1 WGD-TRS-39-X-MO80-BLP PCLE W/SGL. BULLHORN 1 ,� 112'; I 1, w NEENAH 1982 F C I HEADER FRAME w/ SIGN 3 //2 TO 4 DIA. 5 PTF 4 5 4 /2 4 12 %q" 13 %q" r„ 4. REPEAT STEP 2 FOR ALL SETS OF SIDE RAILS. (R APPROVED 3 WGD-TRS-39-X-2M080-BLP POLE W/DBL. BULLHORN x E6" HIGH (REQUIRED FOR DEPTHS D 6 BOLT I/2- 13 UNC X 3-i/2 5. SLIDE SIDE RAILS (A)OWER SLEEVE ON BASE GREATER THAN 4') E 6 LOCK NUT %2- 13 UNC PLATE (B). D1016 TOUCH UP KIT In"n F 12 FLAT WASHER 1/2 6. SECURELY TIGHTEN ALIL FASTENERS_ w G 10 SAFETY REFLECTORS 7 SATTACH SAFETY HOWN BY SHADED AREAS. 64 PART (G)AS 3 MS 400 HOR HCRIZ. LAMP 64 MS 400 BU VERTICAL LAMP POLE TOP FITTERS Q 4'-0" DIA. CART CORRAL All Catalog Numbers shown are 480 Volt.Other voltages are available,please INV.EL. PRECAST specify (120,240,208,277). d z (SEE PLAN) BASE SECTION N.T.S. Gardco Optical Systems are protected by U.S.Potent 03746854 REV.5/96 12 CONCRETE GROUT INVERT CONTRACTOR SHALL VERIFY/CONFIRM QUANTITIES, CATALOG NO.S, �1 AND VOTAGE REQUIREMENTS. j (TY P.> * (EXISTING LIGHT POLES SHALL BE RE-USED AS NECESSARY) G A R D C O LIGHTING o ° TREES OF SAME SPECIES TO BE mi DO NOT CUT WAL-MART W2 LIGHTING SCHEDULE INSTALLATION INSTRUCTIONS ' MATCHED IN GROWTH CHARACTER CENTRAL LEADER U U r V-0" COMPACTED AND UNIFORMITY. N.T.S. N.T.S. U U m CRUSHED STONE THIN BRANCHES BY 25'1 TO RETAIN NO.12 WIRE SECTION NATURAL SHAPE OF PLANT.PAINT FASTEN TO WOOD DST STAKES.PLACE 2YS H ALL CUTS OVER 1/4" IN DIAMETER PLY RUBBER HOSE ON WIRE AT ALL j I WITH APPROVED TREE PAINT. POLE-TO-BASE PLATE WELD PRECAST SANITARY MANHOLE POINTS OF TREE CONTACT. 12" x 18" x .080" STD.HANDICAP SIGN. SHALL COMPLY WITH AWS SPECS. 12 %2" BOLT 5/e" x 10'COPPERWELD GROUND ROD RESERVED FASTEN W/2 - %" DIA.BOLTS,NUTS AT TOP & BOTTOM OF BASE PLATE. CIRCLE CONNECTED TO EQUIPMENT GROUND WMPCMH (03-16-95) N.T.S. MINIMUM 2x2x6'TREATED WOOD ATTACH TWO ORANGE, PLASTIC GUY _ PARKING AND LOCKWASHERS. WIRE AT GROUND LUG IN POLE q ca STAKE,2 PER TREE.DRIVE STAKE AT WIRE INDICATOR FLAGS. IF 45° (TYPICAL) 5 ANGLE AND DRAW VERTICAL. TIES A ra W POLE BASE PLATE 8" STANDARD STEEL PIPE 4" TALL,36" DIAMETEIR EARTH SAUCER �♦ VAN ACCESSIBLE SIGN AND BOLT PATTERN CONDUIT AS v ' FILLED WITH CONCRETE. 7 TO RETAIN MULCH.MINIMUM 3" DEEP SEE PLAN FOR LOCATION VERTICAL REINFORCING BARS. ca z �" z I LAYER SHREDDED BARK MULCH. VAN /a INSTALLATION IN CONCRETE REQUIRES o 0 g PAINT WITH YELLOW 12" x 6" x .080" SIGN W/2 - 3 o RECOMMENDATIONPER . REQUIRED w w o z DIA.BOLTS,NUTS & LOCK WASHERS. CONTINUOUS REFLECTIVE TRAFFIC 1,_0., / ACCESSIBLE BOLT COVER TYPICAL -- 1 'C — %2" EXPANSION JOINT x a. v v"i � _� COLOR SAME AS ABOVE SIGN o BASE PLATE BOLT HOLE MATERIAL ALL AROUND.SEAL WITH w w JOINT SEALER PER SPECIFICATIONS C.) � � FINISH GRADE ,� � A ""' BUILDING c PAINT,SEE SPECIFICATIONS. o � •3 GALVINIZED CHANNEL PROVIDE TWO (2) %"DIA.COPPER 24 DIA.CONCRETE POST 2 LBS./FT. TUI$ES THROUGH GROUT AND FLUSH FOUNDATION. z 2'-0" FINISHED PAVEMENT GRADE " — I - WITfH TOP OF CONCRETE BASE TO SECTION A-A A (:PAVEMENT THICKNESS VARIES) I Ili' REMOVE BURLAP FROM TOP III) PROVIDE RELIEF FOR LIGHT FIXTURE ORIENTATION 39'STEEL TAPERED POLE °�5 z A OF ROOT BALL. II I I CONDENSATION BUILD UP. ORIENTATION(SEE SITE PLAN TO BUILDING.) SHALL MADEPLUMB HAND BASE OFOLE POLEI 4H x06'E MINIMUMROM H p _ I _ (III 6' DIA.GUARD POST C ' - BASE V I I I M FILLED W/CONCRETE WITH LEVELING NUTS. i" • , __I I I I REMOVE BURLAP FROM I I I I SECTION B-B ELINCONNECT ALL EQUIPMENT GROUND N o II_I I TOP OF ROOT BALL.. II II CONDUCTORS TO GROUNDING LUG q i12 VIII TOP OF PAVEMENT DETAIL C IN POLE. 3 A cn SCARIFY SIDES BEFORE PLANTING IIII TEMPORARY CAP B B iii <r CONCRETE 9 BALL 9„ II II 1'14" z (III HANDHOLE WITH LEVELING NUTS II II COVER REMOVED THICKNESS,NONSHRINK GROUT THICKNESS MIN. � , THICKNESS,2" MAX.THICKNESS BURNDY COPPER # KPA4C WITH SIDES SLOPED AT 45°. �-�-- SMALL TREE PLANTING DETAIL _ I I I I SCRULUG & TIN PLATED NUT 3 „ o LI II PROVIDE TWO (2) /e DIA.COPPER00 e (4)ANCHOR BOLTS,1"DIA.x 36" LONG - „ GROUNDING LUG WELDED AND BOLT OR BURNDY COPPER h TUBES THROUGH GROUT AND FLUSH PLAN 18" DIA SMALLT (12-14-91) N.T.S. 1 I� 3000 P.S.I.CONCRETE TO INSIDE OF POLE #KC20 SERVIT ATTACHED TO WITH TOP OF CONCRETE BASE TO III I� II x 4" HOOK,WITH 2 NUTS,2 FLAT ;IIIE GROUNDING LUG - AL �I A WASHERS AND i LOCK WASHER EACH �- -� PROVIDE RELIEF FOR UP II I� SECTION IIIf CONDENSATION BUILD UP. n, rJ � 8-N0.5 x 8'-0" LONG BARS EQUALLY z d GUARDPOST DETAIL NOTE FINISH I I I o SPACED. o HANDICAP PARKING SIGN SHALL N0.4 GROUND CABLE ATTACHED GRADE c: 0 6-NO.3 x 18" DIA.TIES WITH CONFORM WITH CURRENT STATE AND TO GROUND ROD I¢ �O 1' 4 LOCAL CODES AND REGULATIONS. BOLT COVER =I I I I= I I I l =I I(= GUARDP (3-11-94) N,T.S. 1 1'-6" LAP (TYPICAL)ON 19" O.C. Z z " REQUIRED 5 MIN FROM _ I II�= Q W (4 PLACES) NUT BACK OF CURB z _ > � ►a o 41/4" Cn BOLT PAVEMENT OR EDGE F — I I I _ 5/g" x 10'COPPERWELD GROUND ROD V LOCKING WASHER _ M W HANDICAP PARKING SIGN DETAIL PROJECTION ;' CONNECTED TO EQUIPMENT W °' WASHER ° 3" (TYP) GROUND WIRE AT GROUND C/� V 2 LEVELING NUT ° �� LUG IN POLE U p HSIGNI (03-09-95) N.T•S. ANCHOR BOLT BASE PLATE PER a SPECIFICATIONS ' O U NON-SHRINK GROUT 11/4" MIN. CONDUIT AS 1 H WHITE THICKNESS 2" MAX.,THICKNESS RE UIRED — �-+ z m w it :ii Milk BLUE PARKING DETAIL C WITH SIDES SLOPED AT 45° Q ° '� 4" DIA.STEEL PIPE.FILL TRAFFIC (3/4" MIN.) e H oa o 6" SEE PLAN FOR YARD W/2,000 P.S.I.CONCRETE. LANE W 3 U e •O I W z W Ila-2 PAINT ALL POSTS YELLOW. NOTES: ° q 30" x 30" HYDRANT TYPE 5' 0" 5 0 , I o I,I 1. 3500 P.S.I.MIN.28 DAY COMPRESSIVE STRENGTH CONC.WITH GRADE 60 REINF.STEEL. I „� CQ 0 2. IF WATER IS PRESENT IN HOLE,REMOVE BEFORE POURING CONCRETE. M E- 2'-0" PEDid U l" 6" THICK 2, 0„ 3. FOUNDATION EXCAVATION SHALL BE BY 24" AUGER IN UNDISTURBED OR PROPERLY �1 XING '. .' COMPACTED FILL PER SPECIFICATIONS. .. A.• :... :, W/2,000 PSI 450 = - °'• ° '• '• '° ' ► - 4., FOUNDATION SHALL HAVE A MIN.ALLOWABLE END BEARING OF 2000 PSE. VERTICAL AND HORIZONTAL BARS o 11 IF ,, cc CONCRETE PAD c 24" DIA. SHALL BE FIELD TIED. WELDING z W Ila-2P r_ o ' . '. '. 900 5. FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MIN NOT PERMITTED. SUPPORT REINFORCEMENT �~- o 24" x 18" I _ 4 ur: o I I call 1111A Mill _ °.' COHESIVE VALUE OF 1000 PSE. 11111111 oil IN ITS PROPER LOCATION FROM 77- FORMWORK DURING CONCRETE OPERATION DESIGNED FOR A GRANULAR SOIL BASED ON A MIN LATERALSOIL �'I ti � I Iti 6. FOUNDATION HAS BEEN NOTE _ :• , PRESSURE OF 1000 PSF,UTILIZING AASHTO FIGURE 1.8.X(4),OF "EMBEDMENT OF POSTS O .•' . ..•' .•' °•' ..•' . °•' WITH OVERTURNING LOADSd. ". �-+ PROVIDE .080 ALUMINUM BASE STANDARD L IRA SIGNS PER MANUAL ON UNIFORM TRAFFIC �' °•' ' : ° O �� • ' �•° �• '� •°'�• •�•°'►• '�• t� 7. ALL EXPOSED CONCRETE AND GROUT SHALL BE PAINTED TRAFFIC YELLOW. � `� CONTROL DEVICES, BOLT TO •3 GALVANIZED TYPICAL LIGHTING POLE BASE DETAIL M CHANNEL POST 3 LBS./FT.WITH BOTTOM ° ' 4'_0„ NOTE:SEE SITE PLAN FOR 8• DETAIL FOR 39'POLE W/MAX.FIXTURE EPA 4.6 SQ.FT. OF SIGN C 6'-0" ABOVE GRADE. 4" 4" � 6'-4" 6'-7" ° 2'-0" 2'-0" YELLOW REFLECTIVE LOCATION.USE ONE ARROW 9.. THIS LIGHTING POLE BASE DETAIL IS APPLIED ON WAL-MART PROPERTY ONLY. � FOR ONE WAY DRIVE. N.T.S. \ v PEDESTRIAN CROSSING 7'-6" TRAFFIC PAINT, SEE SPECIFICATIONS y c� SIGN DETAIL PEDX (12-19-90) N.T.S. PAVEMENT MARKINGS WAL-MART TRAFFIC ARROWS e YARD HYDRANT W/PROTECTION W N c N.T.S. N.T.S. V) T.S. ..y O a � 63' 63' � CURB ISLAND V c SEE PLAN FOR LOCATION ♦ �� V 19' 19' 25' 19' 19' 19' 19' ;"'., EDGE OF ADJACENT 4" YELLOW LINE VAN ACCESSIBLE PARKING DRIVE OR CROSSWALK NOTE 45° SEE PLAN FOR LOCATION FINISHED OR SUBGRADE FINISHED OR SUBGRADE T WHITE 1. GROUT JOINTS PER SPECIFICATIONS. w Q w 6 SLOPE TRENCH SLOPE TRENCH--_ GRANITE CURBING SIDES PER SIDES PER 2. CURB RADIUS LINES OF 8'OR LESS WHITE OSHA REQUIREMENTS v, OSHA REQUIREMENTS SELECT FILL SHALL CONSIST OF CIRCULAR SECTIONS. < z (SEE SPECIFICATIONS) a F zo o CURVES GREATER THAN 8'SHALL BE a� 1 6 'a zcocj&� 0 C SELECT FILL z MADE UP STRAIGHT TIONS. �+ OF SEC (SEE SPECIFICATIONS) --- F 1 U z 6" MIN. INITIAL BACKFILL Cd z m LOAM / TO)PSOIL o, TRAFFIC ARROW SEE � N R1-1 F H w DIA. OSA DIA. ao 45• SITE PLAN FOR LOCATION 20 O> V� (STOP SIGN) w 12" p14 IZ" �% �,, \� ��,— ,,, / rn HAUNCHING 6" + " Q" \ �\,�� 4" WIDE m \ BEDDING ~— /�\ a' HANDICAP BLUE ♦ �d 4 SOLID YELLOW LINE— ✓ BEDDING �., �� (TYP.ALL STOP BARS) BITUMEN PAVING STANDARD HANDICAP PARKING 4.. I (DIA.•VMA _I 90° PAVEMENT MARKING SEE PLAN FOR LOCATION 4" WIDE � (SEE DETAIL) HANDICAP BLUE g; SEE PLAN REINFORCED CONCRETE PIPE FLEXIBLE PIPE INCLUDES CORRUGATED METAL PIPE,CORRUGATED 4000;.PSI :. w POLYETHELENE PIPE AND/OR POLYVINYL CHLORIDE PIPE CAST IN.PLACE;,; 4" YELLOW LINE �o 1. BEDDING SHALL BE COMPACTED - CONCRETE,CRUSHED STONE OR AS PER HANDICAP PARKING �. CRUSHSITEWD SPECS.AND SHALL BE L BEDDING SHALL BE COMPACTED — SIGN (SEE DETAIL) NOTE +S NOTE CRUSHED STONE OR AS PER BASE / SUBBASE m NOTE SHAPED TO THE BOTTOM OF THE slTEwoRx SPECS.AND SHALL BE STRIPING FOR PARKING SPACES 1. "STOP" LEGEND MUST-BE UTILIZED IN CONJUNCTION PIPE' SHAPED TO THE BOTTOM OF THE AISLE AND BAY SPACING SHOWN SHALL BE PAINTED YELLOW UNLESS WITH EACH "STOP BAR" SHOWN ON PLAN,IN EACH 2. SELECT FILL SHALL BE SELECT PIPE. ��i SHALL BE PER NEW PARKING AREAS Q O OTHERWISE NOTED ON PLANS �-4" MATERIAL FREE OF LARGE ROCKS \��\��\��\ ONLY. RESTRIPED BAYS SHALL TYPICAL J O PARKIN G LANE. (IE:BLUE FOR HANDICAP AND 6'-8" (3"•)AND SHALL BE PLACED IN 2. HAUNCHING AND INITIAL BACKFILL �� MATCH EXISTING LOCATION. WHITE FOR EMPLOYEE PARKING) 6" MAX.LOOSE LIFTS AND MATERIAL SHALL BE CLASS I IOR II �\ �\� 90PKVN (10-22-93) CENTER IN LANE COMPACTED PER SPECIFICATIONS. SITE WORK MATERIAL AND SHALLNULARBE COMPACTED N.T.S. PER SITE WORK SPECIFICATIOINS SUBGRADE [(� Q_ ISSUED 3. SELECT FILL PLACEMENT AND COMPACTION ��/�� MUTED CK Ia3t UED SAME AS FOR RCP. C 1997 STOP BAR & STOP LEGEND DETAIL AUGFi ll 1 eJ JI STOPL (08-11-94) N.T.S. TRENCH AND BEDDING DETAILS + N.T.S. SLOPED GRANITE CURB DETAIL N'� So �AI�s N.T.S. - - - - - I FOR COORDINATE AND ORIENTATION SEE PLAN C WAL-MART W2 Lighting Schedule W.P. PHOTO CONTROL TYPE QTY. CATALOG NUMBER DESCRIPTION RECEPTACLE (OPTIONAL) MANHOLE TO BE FURNISHED A (14' TYP.) AV 11 W2-194VS-480-40OMH-BLP 4-WAY (MS 400 BU) TOP COVER 24" DIA.MIN. i i WITH WATERTIGHT RUBBER AVF1 1 W2-194VS-480-40OMH-BLP 4-WAY (MS 400 BU) BOOT AT ALL PIPE OPENINGS O PER GOVERNING ATHORITY (U SFC-67NH-480H SINGLE FLOOD (MS400HOR (2)'10-32 PAN HD. „H„ �10111l� ' BSCREWS� AVF2 3 W2-194VS-480-40OMH-BLP 4-WAY (MS 400 BU) o (2) SFC-67NH-480H TWIN FLOODS (MS400HOR) DRILLING FOR PLAN o MANHOLE FRAME AND COVER G (TYP) KV W2-193VS-480-400MH-BLP 3-WAY (MS 400 BU) EACH LUMINAIRE �_ NEENAH #R-1610 OR „Y„8V W2-192VS-480-40OMH-BLP 2-WAY (MS 400 BU) FITTER _� o SLOPE M.H.COVER TO APPROVED Y MATCH PAVING SLOPE TOP ELEVATION CV W2-191VS-480-40OMH-BLP 1-WAY (MS 400 BU) • GROUT FRAME IN PLACE 72' (3)3/8-16 SET SCREWS SEE PLAN PAVING SURFACE B D W2-191FM-480-40OMH-BLP 1-WAY (MS 400 HOR) �-- "ID" "OD„ F E W2-1921-480-40OMH-BLP 2-WAY (MS 400 HOR) NOTES: + F W2-1911-480-40OMH-BLP 1-WAY (MS 400 HOR) ALL PIPE MATERIAL SHALL BE ASA SCHEDULE E 40 STANDARD STEEL TUBING. D� G 3 W2-1913-480-40OMH-BLP 1-WAY (MS 400 HOR) MIN. "P" HT -LIFTING HOLE OR NOTCH ALL STEEL PLATE MATERIAL SHALL BE ASTM A-36. J W2-1923-480-400MH-BLP 2-WAY (MS 400 HOR) POLE W/OPTNL. VARIES ALL WELDED CONNECTIONS SHALL BE FULL TOP PHOTO (GROUT HALL RISER ANDLCONE SECTIONS PENETRATION WELDS. J-MOD W2-1923-480-400MH-BLP 2-WAY (MS 400 HOR) POLE TOP TENON FITTER "OD" "ID" "X" "Y" "H" CONTROL ADJUSTMENT RINGS I AND GROUT AS REQ'D. WAL MART SHALL PROVIDE ALL MATERIALS AND TENON SIZE HEIGHT SIZE DIA. DIA. DIM. DIM. HEIGHT RECPTCL. MAX.B" MIN') TO CONFORM TO ASTM CONTRACTOR SHALL INSTALL. DESIGNATION C-478 GFCI FESTOON TYPE ASSEMBLY INSTRUCTIONS; 2 3/8"' DIA. 3 I/Z" PTF 2 3 /2" 3„ /Z" 2 �2" 9 �/2" 10 Y2" 16" (TYP.) PARTS LIST 7 SFC-67NH-480H FLOODLIGHT x 4"' HIGH o z 1. SELECT FLAT AREA TO PLACE CORRALCl- ALL JOINTS TO HAVE "0'" RING ITEM QTY. DESCRIPTION 2. LAY PART (B)BOTTOM PLATE APPROX.14 FT. 1- WGD-TRS-39-11-DM-BLP ROUND TAPERED 1 I I o z RUBBER GASKETS IN ACCORDANCE FROM HEADER PART (C) 3 T 0 3 /2 DIA. 5 PTF 3 4 /2 4 /2 4 12 %q 13 %qUJ WITH ASTM-C-443.CEMENT A 6 14'SIDE RAIL 3, STAND HEADER UP VERTICAL AND SANDWICH STEEL POLE MANHOLE STEPS GROUT EXTERIOR OF JOINTS. x 6'" HIGH B 2 s'BOTTOM PLATE HEADER FRAME.PART (C) WITH 2 SIDE RAILS w NEENAH '1982 F PART (A).BOLT WITH PANTS D,E,F AS SHOWN 1 WGD-TRS-39-X-MO80-BLP POLE W/SGL. BULLHORN U3 OR APPROVED C 1 HEADER FRAME W/ SIGN 4. REPEAT STEP 2 FOR ALL SETS OF SIDE RAILS. 3 Y2"' TO 4" DIA. 5" PTF 4 5" 4 �I/2" �I/2" 4" 12 %q" 13 %4" (REQUIRED FOR DEPTHS D 6 BOLT I/z- 13 UNC X 3-1/2 5. SLIDE SIDE RAILS (A)OVER SLEEVE ON BASE 3 WGD-TRS-39-X-2MO80-BLP POLE W/DBL. BULLHORN x 6"' HIGH GREATER THAN 4') E 6 LOCK NUT %2- 13 UNC PLATE (B). D1016 TOUCH UP KIT rMn _ F 12 FLAT WASHER I/2 6. SECURELY TIGHTEN ALL 1 FASTENERS. 3 MS 400 HOR HORIZ. LAMP G 10 SAFETY REFLECTORS 7. ATTACH SAFETY REFLECTORS,PART (G)AS SHOWN BY SHADED AREAS. m 4'-0" DIA. 64 MS 400 BU v POLE TOP FITTERS d VERTICAL LAMP g [NV.EL. PRECAST CART CORRAL All Catalog Numbers shown are 480 Volt.Other voltages are available,please 0 (SEE PLAN) BASE SECTION N.T.S. Gordco opspecify �ca45ys08ms7are protected by U.S.Patent•3746854 REV.5/96 z �1 CONCRETE GROUT INVERT' CONTRACTOR SHALL VERIFY/CONFIRM QUANTITIES, CATALOG NO.S, AND VOTAGE REQUIREMENTS. •n N w (EXISTING LIGHT POLES SHALL BE REUSED AS NECESSARY) o GARDCO LIGHTING o 0 WAL-MART W2 LIGHTING SCHEDULE INSTALLATION INSTRUCTIONS TREES OF SAME SPECIES TO BE DO NOT CUT u ' MATCHED IN GROWTH CHARACTER CENTRAL LEADER 1'-0" COMPACTED AND UNIFORMITY. N.T.S. N.T.S. U U U U CO CRUSHED STONE THIN BRANCHES BY 25/. TO RETAIN TWO - GALVANIZED NO.12 WIRE GUYS. SECTION NATURAL SHAPE OF PLANT.PAINT ALL CUTS OVER 1/4" IN DIAMETER FASTEN TO WOOD STAKES.PLACE 2 PRECAST SANITARY MANHOLE WITH APPROVED TREE PAINT. PLY RUBBER HOSE ON WIRE AT ALL POLE-TO-BASE PLATE WELD POINTS OF TREE CONTACT. 12" x 18" x .080" STD. HANDICAP SIGN. SHALL COMPLY WITH AWS SPECS. WMPCMH (03-16-95) RESERVED FASTEN W/2 - %" DIA.BOLTS,NUTS AT TOP & BOTTOM OF BASE PLATE. CI ICL BOLT 5/e" x CT IO'COPPERWUIP GROUND ROD N.T.S. CIRCLE CONNECTED TO EQUIPMENT GROUND MINIMUM 2x2x6 TREATED WOOD ATTACH TWO ORANGE,PLASTIC GUY � PARKING AND LOCKWASHERS. WIRE AT GROUND LUG IN POLE STAKE,2 PER TREE.DRIVE STAKE AT WIRE INDICATOR FLAGS. r. 45° (TYPICAL) W ANGLE AND DRAW VERTICAL. 8" STANDARD STEEL PIPE 4" TALL,36" DIAMETER EARTH SAUCER POLE BASE PLATE TIES Q j VAN ACCESSIBLE SIGN A FILLED WITH CONCRETE. TO RETAIN MULCH.MINIMUM 3" DEEP ~� AND BOLT PATTERN CONDUIT ASS-► v PAINT WITH YELLOW f� SEE PLAN FOR LOCATION VERTICAL REINFORCING BARS. A z Vn LAYER SHREDDED HARK: MULCH. 12" x 6" x .080" SIGN W/2 - 3/e" PER MANUFACTURER'S REQUIRED ° � ° REFLECTIVE TRAFFIC VAN o RECOMMENDATION. ,..� p •- o DIA.BOLTS,NUTS & LOCK WASHERS. INSTALLATION IN CONCRETE REQUIRES O x �n BUILDING - PAINT,SEE SPECIFICATIONS. 1 1'-0" ACCESSIBLE COLOR SAME AS ABOVE SIGN BOLT COVER TYPICAL -- ' 1 ' °C - CONTINUOUS 1 /2" EXPANSION JOINT a• v -- FINISH GRADE BASE PLATE BOLT HOLE ° JOINT SEALER PER SPECIFICATIONS e w w MATERIAL ALL AROUND.SEAL WITH '3 GALVINI./F CHANNEL PROVIDE TWO (2) %"DIA.COPPER 24" DIA.CONCRETE of o VIII=VIII- o POST 2 LBS./FT. TUBES THROUGH GROUT AND FLUSH FOUNDATION. 2'-O" FINISHED PAVEMENT GRADE °?' �' I I _�' l I'I WITH TOP OF CONCRETE BASE TO SECTION A-A (PAVEMENT THICKNESS VARIES) III' REMOVE BURLAP FROM TOP IIII PROVIDE RELIEF FOR - LIGHT FIXTURE ORIENTATION > A 39 STEEL TAPERED POLE Q OF ROOT BALL. IIII CONDENSATION BUILD UP. (SEE SITE PLAN FOR _ „ z PER SPECIFICATIONS.POLE HAND HOLE WITH COVER V-6" FROM H O W BASE 6" DIA.GUARD POST ORIENTATION TO BUILDING) SHALL BE MADE PLUMB BASE OF POLE,4" x 6" MINIMUM. A • =VIII =II REMOVE BURLAP FROM FILLED W/CONCRETE WITH LEVELING NUTS. • 1 III-III TOP OF ROOT BALL. �" IIII SECTION B-B • .........- CONNECT ALL EQUIPMENT GROUND O CONDUCTORS TO GROUNDING LUG q Ell ta ;• SCARIFY SIDES BEFORE PLANTING VIII IIII TOP OF PAVEMENT DETAIL C IN POLE. 3 A vi CONCRETE 9„ PLANT g„ IIII -��.:`• $ $ •'•. BALL TEMPORARY CAP LEVELIN NUTS G IIII Ur HANDHOLE WITH IIII COVER REMOVED NONSHRINK GROUT 11/4" MIN. Z SMALL _ (III BURNDY COPPER KPA4C THICKNESS,2" MAX.THICKNESS ALL TREE PLANTING DETAIL # WITH SIDES SLOPED AT 45°. ' .. o SCRULUG & TIN PLATED NUT 3 .......... -' -IIII PROVIDr^^. TWO 12) /8 DIA.COPPER '-•. PLAN SMALLT (12-14-91), GROUNDING LUG WELDED AND BOLT OR BURNDY COPPER (4)ANCHOR BOLTS,1"):lA.x 36" LONG on j 18" DIA. N.T.S. - II I� 3000 P.S.I.CONCRETE TO INSIDE OF POLE TUBES :NROUGH GROUT AND FLUSH I II SECTION II I� ROUNDING LUG ATTACHED TO WITH TOP OF CONCRETE BASE TO - A l I �I x 4" HOOK,WITH 2 NUTS,2 FLAT 1 II If PROVIDE RELIEF FOR ;r, >� �I II I� A WASHERS AND 1 LOCK WASHER EACH CONDEI SATION BUILD UP. 8 N0.5 x 8'-0" LONG BARS EQUALLY o G U A R D P 0 S T DETAIL I I�" ,;;'' NOTE: FINISH I . SPACED. m e GUARDP 13-11-94) N.T.S. CONFORM WITHHANDICAP ING SIGN CURRENT STATE AND ° I d- o NO.4 GROUND CABLE ATTACHED GRADE 3' o C TO GROUND ROD I¢ 6 N0.3 x 18" DIA.TIES WITH LOCAL CODES AND REGULATIONS. _ ° _ 1'-6" LAP (TYPICAL)ON 19" O.C. N U BOLT COVER I fI 1' 4° REQUIRED NUT 5'MIN.FROM (4 PLACES) BACK OF CURB -- OR EDGE OF z =_ _ LOCKING WASHER _ 41/4" BOLT PAVEMENT 5/g" x 10'COPPERWELD GROUND ROD V i� HANDICAP PARKING SIGN DETAIL WASHER t I \- PROJECTION � ° 3" (TYP) CONNECTED TO EQUIPMENT W xco HSIGNI (03-09-95) LEVELING NUT z ° ° �� )` GROLUG WIRE LE AT GROUND U N.T.S. �/ �� Q � I. N ANCHOR BOLT ° BASE PLATE PER SPECIFICATIONS F z U NON-SHRINK GROUT 11//" MIN. 1 +� �--i Q�, O WHITE - CONDUIT AS I a , z r THICKNESS 2" MAX.,THICKNESS \ _ BLUE = PARKING DETAIL C REQUIRED 4" DIA.STEEL PIPE.FILL WITH SIDES SLOPED AT 45° TRAFFIC (3/4" MIN.) ° ° Q; W as z � 6" SEE PLAN FOR YARD W/2,000 P.S.I.CONCRETE. LANE W Ila-2 171 , POSTS YELLOW. 30" x 30" HYDRANT TYPE PAINT ALL P NOTES: ;° ;° • Q �a�++ Z 5'-0" 5'-0" o 1. 3500 P.S.I.MIN.28 DAY COMPRESSIVE STRENGTH CONC.WITH GRADE 60 REINF.STEEL. " PE171 IA� = I 2. IF WATER IS PRESENT IN HOLE,REMOVE BEFORE POURING CONCRETE. �, F o ° '.: 6" THICK XING I 3. FOUNDATION EXCAVATION SHALL BE BY 24" AUGER IN UNDISTURBED OR PROPERLY •' 2'-0" a ;li e• W/2,000 PSI 4ro COMPACTED FILL PER SPECIFICATIONS. r ,'i " r. � ' �'' ' •�' ' •�°'>�' ' •� ► '•� �•� CONCRETE PAD V W Ila-2P m i• .: e o 4. FOUNDATION SHALL HAVE A MIN.ALLOWABLE END BEARING OF 2000 PSF. VERTICAL AND HORIZONTAL BARS o w d• M. - J 24" x 18" • • ' ' : g00 24" DIA. SHALL BE FIELD TIED. WELDING W z � � Q ��,� u Ilil LI 11 1 o 5. FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MIN NOT PERMITTED. SUPPORT REINFORCEMENT - _ COHESIVE VALUE OF 1000 PSF. IN ITS PROPER LOCATION FROM _ 6. FOUNDATION HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MIN LATERA -,111 14 11 1 111 IN 1 All I I • F N E D S L SOIL FORMWORK DURING CONCRETE OPERATION uA ik 2'-0" o NOTE :• PRESSURE OF 1000 PSF,UTILIZING AASHTO FIGURE 1.8.X(4),OF "EMBEDMENT OF POSTS PROVIDE .080" ALUMINUM BASE STANDARD o . • ' WITH OVERTURNING LOADS". SIGNS PER MANUAL ON UNIFORM TRAFFIC W ,', I �;:;'" •' •' �-r CONTROL DEVICES.BOLT TO •3 GALVANIZED -i- �o a • • • • s•' °•' •s•' ° 7. ALL EXPOSED CONCRETE AND GROUT SHALL BE PAINTED TRAFFIC YELLOW. TYPICAL LIGHTING, P 0 L E BASE DETAIL M o CHANNEL POST 3 LBS./FT.WITH BOTTOM 4 0 8. DIETAIL FOR 39' POLE W/MAX.FIXTURE EPA 4.6 SQ.FT. M OF SIGN C 6'-0" ABOVE GRADE. �4„ 4„ .° NOTE:SEE SITE PLAN FOR �4 5' 9" 6'-4" 6'-7„ LOCATION.USE ONE ARROW 9. TMIS LIGHTING POLE BASE DETAIL IS APPLIED ON WAL-MART PROPERTY ONLY. 2 0 2 0 YELLOW REFLECTIVE FOR ONE WAY DRIVE. PEDESTRIAN CROSSING 7'-6" TRAFFIC PAINT' I N.T.s. SEE SPECIFICATIONS SIGN DETAIL PAVEMENT MARKINGS WAL-MART TRAFFIC ARROWS •� e PEDX (12-19-90) N.T.S. YARD HYDRANT W/PROTECTION - N.T.S. N.T.S. N.T.S. o p, 63' 63' CIURB ISLAND o S]EE PLAN FOR LOCATION �„ 1 19' 19' 25' 19' 19' 19' 19' '- I EDGE OF ADJACENT 4" YELLOW LINE F DRIVE OR CROSSWALK VAN ACCESSIBLE PARKING FINISHED OR SUBGRADE FINISHED OR SUBGRADE NOTE 45° SEE PLAN FOR LOCATION WHITE I. GROUT JOINTS PER SPECIFICATIONS. w za w c O SLOPE TRENCH SLOPE TRENCH 2. CURB RADIUS LINES OF WOR LESS GRANITE CURBING WHITE SIDES PER SIDES PER SELECT FILL E �, OSHA REQUIREMENTS U, OSHA REQUIREMENTS V O z z (SEE SPECIFICATIONS) SHALL CONSIST OF CIRCULAR SECTIONS. a' o CURVES GREATER THAN W SHALL BE a z w _ z SELECT FILL z MADE UP OF STRAIGHT SECTIONS. CO z > °' x - - E- o z (SEE SPECIFICATIONS) x 6" MIN. N - Z r4 z " INITIAL BACKFILLam E_ o. � a s TRAFFIC ARROW SEE co O •Cz RI-1 AM F �' e-U' DIA. �A• D[A. � 45• LOAM / TOPSOIL �' SITE PLAN FOR LOCATION (STOP SIGN) 12" HAUNCHING .. 66. 4" SOLID YELLOW LINE- WIDE �\ �/ - Y �\\\/\\ �' HANDICAP BL BEDDING 6" ,i BEDDING \/� UE (TYP.ALL STOP BARS) BITUMEN PAVING Ba STANDARD HANDICAP PARKING 4" IE (DIA. 4'MAX.) I 90° PAVEMENT MARKING SEE PLAN FOR LOCATION 4" WIDE SEE PLAN REINFORCED CONCRETE PIPE FLEXIBLE PIPE :INCLUDES CORRUGATED METAL PIPE,CORRUGATED '4000,PS[ (SEE DETAIL) HANDICAP BLUE POLYETHELENE PIPE AND/OR POLYVINYL CHLORIDE PIPE CAST IN.PLACE„ 4" YELLOW LINE z ja V) 1. BEDDING SHALL BE COMPACTED do NOTE CRUSHED STONE OR AS PER 1. BEDDING SHALL BE COMPACTED Sit CONCRETE- HANDICAP PARKING �, % 1 SITEWORK SPECS.AND SHALL BE CRUSHED STONE OR AS PER m SIGN (SEE DETAIL) NOTE o SHAPED TO THE BOTTOM OF THE BASE / SUBBASE NOTE U 1. "STOP" LEGEND MUST-BE UTILIZED IN CONJUNCTION PIPE. SITEWORK SPECS.AND SHALL BE STRIPING FOR PARKING SPACES WITH EACH "STOP BAR" SHOWN ON PLAN,IN EACH 4„ 2. SELECT FILL SHALL BE SELECT SHAPED TO THE BOTTOM OF THE AISLE AND BAY SPACING SHOWN TYPICAL 9 0 PARKING SHALL HE PAINTED YELLOW UNLESS LANE. � MATERIAL FREE OF LARGE ROCKS \�/��/��/\ SHALL BE PER NEW PARKING AREAS � OTHERWISE NOTED ON PLANS 6"-81, (3"-)AND SHALL BE PLACED IN 2. HAUNCHING AND INITIAL BACKFILL � � ONLY. RESTRIPED BAYS SHALL (IE BLUE FOR HANDICAP AND 6" MAX.LOOSE LIFTS AND MATERIAL SHALL BE CLASS I OR lI MATCH EXISTING LOCATION. WHITE FOR EMPLOYEE PARKING) CENTER IN LANE COMPACTED PER SITE WORK (REF.ASTM D2321)GRANULAR / ��/ 9OPKVN (10-22-93) N.T.S. SPECIFICATIONS. MATERIAL AND SHALL BE COMPACTED / 3. SELECPER TTE FILLORK PLACEMENTCATIONS AND COMPACTION SUBGRADE STOP BAR & STOP LEGEND DETAIL pRIT�.U � St��fl SAME AS FOR RCP. I fe STOPL (08-11-94) N.T.S. TRENCH AND BEDDING DETAILS AUG 151997 N.T.S. SLOPED GRANITE CURB DETAIL s , « A ►CIA ' S ., N.T.S. W I SITE DATA EXIST. RICH 'S PLAZA 91 ,844 SF 364 PARKING SPACES 4 .0/ 1000 TAKEOVER 91 ,844 SF 378 PARKING SPACES 4 . 1 / 1000 o i x :J 40 20 0 40 80 120 I NNW SCALE IN FEET NOTES' 1. EXISTING PARKING LOT LIGHT POLES SHALL BE PAINTED AND HEADS REPLACED i WITH 11/4-MAY GARDCO LIGHT i I 2. PARKING LOT TO BE SEALED AND RESTRIPED ' 4 � � to LEGEND SD - STORM DRAINAGE . i SS SANITARY SEWER W WATER ---- ♦ ♦ OHP OVERHEAD POWER LIST OF CONTACTS t!GP --- --- UNDER GROUND POWER G _ GAS CITY OF SALEM CITY OF SALEM BUIDING INSPECTORCITY ENGINEER CITY PLANNING DEPARTMENT ♦, �� 9 ' 1 SALEM GREEN i SALEM GREEN I SALEM GREEN ;�-, ♦ z SALEM. MASSACHUSETTS 01970 SALEM, MASSACHUSETTS 01970 SALEM, MASSACHUSETTS 01970 LEO TREMBLAY STANLEY BORNSTEEN CRAIG WHEELER PH 508-745-9595 EXT 385 PH 508-745-9595 EXT 321 PH. 508-745-9595 EXT 311 ♦` �� O�Q RE(4�A TF �G � I ELECTRIC PHONE GAS \ MASSACHUSETTS ELECTRIC NYNEX BOSTON GAS z 170 MEDFORD STREET 459 MAIN STREET 100 COMMERCIAL STREET MALDEN, MASSACHUSETTS 02148 SAUGUS, MASSACHUSETTS 01906 MALDEN, MASSACHUSETTS 02148 ROBERT PENDRAKE PH 617-743-9800 PH. 617-723-5512 EX. 6333 ♦ GATE PH. 617-388-2266 ♦ �ow SIP S F c ✓GZ E�X19,s F Al 1p 171 1 � oe ».. PLYLON SIGN '� 1 MAXIMUM TRUCK ° (, :; . y (11 LOCATION Q TURN AROUND - .. cl / TRANSFORMER ;'+ s p. loll �S -114 - t / ��. 1� `JAS � �' ':�"�3 'O ,• •• rn 1� It JA , � �x ♦ �,. t - .♦ Z' 3 7--LIMITS OF NEW FENCED GARDEN AREA ISSUED: Q MAY 14 1997 SEWER PUMP STATION -- b SAIN ASSOCIATES, INC.. PRELIMINARY MEMNON NOT FOR CONSTRUCTION PR I N t 0 & l c"M', MAY 1 21997 CONCEPTU A, ETI, 1 I n r 0 v I Y O C f P fp O v Y O 6 SITIF IMPROVEMENT PLANS FOR 1 70 - 0 26 0 STORE 4 4 EN t 0 7 1i1G11LA -\-- D AV LE ROUTE SALE --\4 , --\4ASSACIIUSETTS APPLICANT PREPARED BY * WAL - MART STORES , INC . 2001 S . E . 10TH STREET . s BENTONVILLE , AR 72712 - 6489 ain assocnLes Sain Associates, Inc. /Consulting Engineers PHONE - 501 - 273 - 8210 1 .229 BROADWAY # 317 BANGOR , MAINE 04401 PHONE ;? 07 - 942 - 0675 FAX 207 - 942 - 0579 CONTENTS �TO DRAWING NO . DESCRIPTION �� SALEM LIST OF CONTACTS w N c�> co 13: N v CITY OF SALEM CITY OF SALEM ^i n Q+ �O BUIDING INSPECTOR CITY ENGINEER _ in I SALEM GREEN 1 SALEM GREEN �01 SALEM. MASSACHUSETTS 01970 SALEM. MASSACHUSETTS 01970 �v 4� LEO TREMBLAY STANLEY BORNSTEIN EXISTING CONDITIONS PLAN ( BY ETHERS , FOR APPROVAL PURPOSES ONLY ) I PH. 508-745-9595 EXT 385 PH. 508-745-9595 EXT.321 SITE EXISTING CONDITIONS PLAN ( BY BRYANT ASSOCIATES ) CITY PLANNING DEPARTMENT PHONE 1 SALEM GREEN NYNEX C 1 . . . . . . . . • • . . . . . . . . . - • . • • • . . • . • . . . . . SITE PLAN SALEM. MASSACHUSETTS 01970 459 MAIN STREET CRAEG WHEELER SAUGUS,MASSACHUSETTS 01906 CLIARK PH. 508-745-9595 EXT. 311 PH. 617-743-9800 SAL T. C 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DETAILS AND SECTIONS CORP �'}� T T ELECTRIC GAS 01? q q A 1 . . . . . . . . . . . . . . . .. . . . . . . . . . . . • • • • • • • . FLOOR PLAN ( BY OTHERS , FOR APPROVAL PURPOSES ONLY ) MASSACHUSETTS ELECTRIC BOSTON GAS � N E80 v� 170 MEDFORD STREET 100 COMMERCIAL STREET R r ROBERT PENDRAKE SETTS 02148 OE SAIAMA�SACHUSETTS 02148 '�e' 6 A, Y A 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXTERIOR ELEVATIONS ( BY OTHERS , FOR APPROVAL PURPOSES ONLY ) sk PH. 617-388-2266 PH 617-723-5512 EX. 6333 +e�•��r ®� �� e� r �o Y TO A. LYNN ST NAL L VICINITY' MAP NOT TO STALE PRINTED & ISSUED FOR APPROVAL JUN 301997 SAIN ASSOCIATES SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE "WAL-MART" STANDARD SITEWORK SPECIFICATIONS. 1 � S \C GLASSMAN ASSOCIATES, INC. 121 1 h4c)hland ave p o box 0249. needham.ma 02192-0249 ARCHITECTS AND ENGINEERS WATER MEAS. r \ RIM Z[UV IN =N 3 ZWV* EL• DEPTH C.B-A 9b.-To 015.70 4567 9 5.85 X96 LY�N,MASSINC g- 47 _ - - - - - -- - \� cee- 9G.Lc_� ; 91. 23 - 95c� 9310 - F c LION OF � � �� \ 0 C.e� � 9!3.7 93.E � 1 23 -71- 7.3 4 5 Uo 9 z g3 CAMS C tSo 1T.a8 4 t 1 95.88 O 2 ;� �' �� C.ex '18!6. 3 7. 37 too.g9 0 s} 3 0� \ � �� j Cf>.F 99. 19 9G TO 95.59 95.49 1',111'CIAT. NnTFS : CB ►. 98.(-9 9609 9559 - 9( Go 1 ABSO1,11'1'17,Y NO BIJIIA)lNr, C')hIPONLr7T c is z I OI 2 9 6 QO (i• I - ---- S11(11�1'J THIS DRAWING SHAI,I• (il; r \, L}Q. C.t5. T 100 Col 97 li `1 751 9 T. - t ;i�.�-lfll'� 1RA'T F.(:� [NTS I'111. WORK IgV'I'll, E 3� O 1 c-1,5 99.04 9T.C4- 97-04- 97.04 97 14- Sli(1I' DRAWINGS, SAI`tPI,I:S , BROCHURF,S OR ()TllIAZ :�[113MIT'I'1�LS (J\I,Li:1) FOR IN Till: ,( Q c 13 99.98 9(. 9 �f%,9 Si'I;C11'[CATI�)::S HAVE HIJ:N AMIROVED PY \G1 ;6t- \' c 6 019 9(. 1 E51 q(o. ik T111: ARCI!I'l'1;C'(' ()R f:,'VG I NI:I:IZ . YA \ • G y` �A � C.B 9$ 9(0 9L lG 96 TC. - - \ 2 . THE ','I.CIINICAI, SI'1:C i1�ICA'1'InP;S CONTAIN i,rv'I Ir,1.N'I , DI-TA11,1A) INf•ORHATI1)N ON Tiil: hb','['f:R I AI,S , : l 1' IlZ I CA'T'I().';S N41) z / @ I`:5'fAI.I,ATIf)N ('i' I.ACII IIUII,i)IIJC; O / / �' / C'' .`,1'' Tlil: Si'I'C I F I CAT 1 ONS ARE A 1 I'AIZ f i)f' Tlif: C11N'!'fZAC"T' IX�Cllhl(:NTS ANN) Ca ATER MEAS RIM �.lV �.YV� i DJ �J* EL DEPTH MI'S 1' lil: I1S1:I) [ C1)':JI�':C T [ 1:J wITH Till: Fa S.Mk,� 99.82 92. 72 9(i.'7. - - Z 9 31 9 2 of - -- - --- - - 9 9z SOL ' . 1 !i 15 I)itl+,w I']G Ar:11 ACCOFI['A:iY I riG ' SM �9 93 97 R3197•PIS `:I'I:C: I 1'iCAT1�'Is �1RI: riji: I'I2opl'lt'CY OF -- -- _ f:I.ASS'-IAN A!iS1)C: [ATi:S , INC. , AND ARE V�� _ - - - -� --- ------t-- - - ---- -- `:( 'T .1't) L'1.: C;1I' lI'11 OR RI:t'SI:I) F'OR ANY � Q G - 954.z .. - �.� J ✓` �� 9 QMH . 99.1 z 9 5-+z � \�• �' � � CMN 99 .t 7 � q4. 94.84 ' 9_05.1+ S•'}� 1�'f'.nJ I:C"I' . 6. - D4 -- --- � CIN H . .19 - t -1-4. 73 94 715 94.7 3 N MASS , INC \ ' \ - bMHo I(X�.OS 95. +0 940 9T.1o5 1.005 515 97 ' CAMP LION OF LYNN , _ _ _ H p t UU 7o 9 T TO 9 r J --- 1 �Q \ G \ �• C, �. 1' 0 t / 3 G / GTS / \ �7 cp• y. V • P �/ � '� �\L9* 10 op '1� NOW A\ S .,i P--- 10 ��' LEGEND 9 � \��` - ' �:��J � � GOb 0 --- WATER SEWER - -O ELECTRIC a TELEPHONE O>HW- -- 1 `''1 I(,, -- (PLO A� � -- - DRAIN D - \01 ' GAS o� --- SEWER MAN HOLE OSMH O SMH - DRAIN MAN HOLE EIDMH 0DMN 1 WATER GATE \oft -- GAS GATE o GG ` O �P Q HYDRANT -15- EXISTING EXISTING SPOT ELEV. (DO 0 CONTOUR LINES CATCH BASIN ®c.0 0 c.0 , UTILITY POLE \l \ " " - '• -- GUARD RAIL u� �� -- f•1 hg�- �1, \o3 CITY OF SALEM 4 2. 00 N- DATE DESCRIPTION _ NOTE : ATLANTIC ENGINEERING a SURVEY v` IS EXISTING UTILITIES SHOWN ON THIS PLAN ARE FROM EXISTING � CONSUI.TAN15, INC. EX ISTI NG CONDITIONSPROJFCT AVAILABLE INFORMATION AND ARE APPROXIMATE LOCATIONS . THERE MAY 257 BROADWAY LYNN , MASS • BE EXISTING LINES OTHER THAN THOSE INDICATED HEREON BEFORE PLAN OF LAND ALTERATIONS SI ADDITIONS" PLANNING FUTURE CONNECTION S,THE PROPER UTILITY COMPANY SHOULD BE I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN TO NOTE ' CONSULTED. CONFORMANCE WITH THE PAWEDURAL,TECHNICAL AND IN ' OUR FIRM DOES NOT WARRANT OR GUARANTEE THE LOCATIONS OF ANY ETHICAL STANDARDS OF THE PRACTICE OF LANG �� RICH ' S DEPT. STORE ELEVATIONS SHOWN ARE ON A RANDOM DATUM UTILITIES AS SHOWN HEREON. Ej MASS BASE. ADD 18 . 57 TO CONVERT TO THE CITY OF SURVEYING IN THE. COMM. OF MA33. r CAMP LION OF LYNN , MASS , INC SALEM DATUM TO OUR KNOWLEDGE, NO OTHER UTILITIES EXIST. }� I'+s /G �v��a>� /98 �"" L HIGHLAND AVE SALEM MA. DATE PA+VLSON OWNER DATE 046. 31725 DRAWING TITLE ? _ JERRY ' S DEPT. 8 / 1 / 85 INC. SITE SURVEY 0 *° SCALE : I " - 40' ( PERMIT SUBMITTAL PRINTED & ISSUED DATE DRAWING NUMBER 8. 19.85]FOR APPROVAL " JUN 30 1991 S C A L E I" = 40�- 0" , TBR - a�� T 4 SAIN ASSOCIATES SHEET oaT,E GR :µ'+ 0•F4 J 08 4.0 .~ {013 _f' t t i • SIGN `�' •meq LP 9'MAPLE i 0, 118.24 APPROXIMATE PROPERTY LINE ---- 14 PARKING SPACES - ,6 2 119.18 1\$ S ,g rl3 orw �� G SQ PGE , •,�9' o� -7-O v P ov* A i MAPLE ,,�► 0 �,,1 .° -- 1` 118.6 g, $K:N 66 SP PGS ,Ns ,,1 y, `` f �. mG � v. Pq,G Q100 a 4 11 g1 t�65 O Go GAS -10 0 Z �Q -7- r VI 0, N j • g p s 0 z Ir NN a. °r o� rjQ1p ' b PPG HYD • S • °r ,9 1 \NG `,9 62 ° SPG o+ �• '\ �� o S, t 1 s.3s :'� P P�`l`\NG �`'o °'� 5` ', o� Ce { , 'o'er 0,11 11,5 �� qC crR-120.07 _y N/F J o a;a ® 'o�' 153 UP CAMP LION 3 ° , y� �;� GAS m � 1 �MAPLE �� 14 0 4V % W SQ P O`► � pP�O�o REE 'D f OF L YNN MA., INC. �'� �►Sao o ' PP�y,�\NG s >> t,� 0- 'lei O A ,► ,o o1 \NG SPPQ E.G , a COR �� ,Ag G o y� m �'' `�p.R� PPG `�� cam' , o,`a9 3► ,,9 05 o' ,,�$8 �0 P 5 , �• �' g, col �, ,1c 1'? y o+ ' ,fig �� ,,��6g ,,,��'° e-0 < /� y , a Oa ♦' oo`o SQ PG..\NGl ,,16 Q J e `�9 ooh' ,• ,s-10 �P��9 ,, Gvg g G Nq Ob Gil N apb rob 6 s ,1e,e � , ' rJa> J yda ,, N a e• 6 or e� ,9 CR o ��! J� 30� eP,N ,` 616 ? 7 o`b vN�g ,1 •'' 6 101 1,1 621 9 \k,-, 11 4 •9j � V APPROXIMATE PROPERTY LINE ``' 4 4190e w dos ++ �C° �'� c4' \ � S ��vM s ,a1 O .r / PGS 0 C8�\'� N 1R fF a0 ``e, 19 a 'S\-°�� ,,1. '' 1 6ti3 G SQ J '� \, soe sWg��`e '��. �. 9 ' ` `�'�p y 9# t RCP /.14-60 �� 3 E GN ob ?P� e►' ov65 � .e j Q�' ,,� °hw e► P :'\ ` PGE S °Pr4� e p,R Q p :6 ..._. _. � O j `,b + 18 \NG ��G .`r> �,6• PNS ♦ • s ` c9 ,6 w 36 f Q PRS Q V\r� �4'1f 1♦ . y S °h l ",a a 9 j1 PGE Gt't O�tom' i tt G G 4. G ohw ,2 59 �S + ��\NG \NG b le., o 3 6• '; .... ..............:.. .._....�fl UP /789 12065 ��0 ��PN�erg ,� P' '� ;ter: ,�4, , ea PPG�S as®s 11�y3 �� eN 6e �e ,, S �,n3 �� 0\LN 50 ,l R ,�g' J .. ,2 .1 45 1ao a. �� P�,�\�� w: . . ... a�� BENCHMARK 21.60 ��\ ,,9'+ �s,,8 �0 \ o ' U KING SPACES � �2 �'1 P � � X—CUT SET FRONT BOLT 5 P ,R o0 6 2 KING ONES \z,�5' ° '' HYDRANT O N HIGHLAND o P A1t'iTEA PPR +,,� N ,, �,� SRR AVENUE. v 9+ A� e 2 A _ o s :m %m SPP s `. 3ORc 7 $ ELEVATION 121.53 ".77'.4 ,`�.o Sao ja '`� �� l y ?P��\N rg��'G J S '°� +��ee �, b '114, > 161 v ,9, .\ACX \ 1 ZZ -Q , 1 0.90 a '� fi+,,k kZ y G;y ! , 1 + 99 e►�e1 NG SQ \�1 e ,so 6ti p N �66 0-� ',\kr' 'f ' \'b` S •Ci i \, P� \. 13 ,' f e� °,� d Tp daySr� 11 Q + 3 , t J 1 g' 1.114.661 < �G 6� Zo O 41 5 12,8 l 'a b 1�a63 • �i G CL a,. , i '� - : r9 EXISTING BUILDING f. 69 ® 10 PG ,0 0 0 o ao o w � c !+N"1 ,e h2l`�•tl/`•► ,`6' \NG SP 121.39 ce �� ty y� ty 9� s ,d� R_120.16 1 STORY BRICKlro 1=117.48 0 �� •o -o 'o+w y Z a ao ^' q �y.9� 0� �' ♦,61� "tT �IR o s '0 0 O i S , .� 15 PEi 5 e l , `G R N,3. � �,c� ° c `� , P ` `�21`�a: \ , .:,oe N GZ n + , c•p Gy�� j �J�� ♦i � =AF pmt t�Q s``�10e a \s1 G�f7 tj 0► ' J\ G ® G 6+ f1 .' Q pN SQ 53 ,M a �� 1,e bb y�"c^ '� ''s`$ G�C� Vl 3 \NC' �`6 r ate• . \t�G o�V y�\� 1189,�y �d QP�N Bj ?O6`9 +!'�� 12°.40 t'c �f'ow ow• �:., \,`` �� Nth ? Y.. `+ p.R� 06 WOODS �� ,1g � ,\6� �o�,a o m 99 O S5 61 G0 1�g6 p fid O 11 .0 �1 119 69-..:.. ' + 116 1 + 111 99 ., �1,a96 `nO 9 0VENG 5 \s ,� 118.25 , ,_� s ♦ n� ik 0 } +'119.09 Ce s ` 10 S 6 27.3 119.09 m R�117. °5o cd� ,9. 63 A 2� 119.15 11 + * 7.59 117.7 ,1 + 6 „8• 119.32 •......... 8.48 t. 11 + 0 � � ,1sg 119. 8 119.49 .,... < 't. 77 ?j W i 119.28 ,' 9 56 (REC) 9 Spp,CEs as o �a6 ,`8• LEDGE 9 25 PARKING-SPACES- ` m SEWER PUMPING STATION 6 NNS PARK�G LINES 119.1 ,� s 1 6 B) 4 119.38 Lp 811703 . '� INACCESSIBLE 118.63 ��A� WARD RAL 119.39, +118.04 Flll-EQ r P GRASS/BRUSH 11x.42 �....r..._._... �1B.7s GP —'CLF cP •. 1 z1 17 119 77 .. :... ....... 119:9 1z261' 12 .o 122.94 - LEDGE RO 11s.o PROPERTY LINE 21.06 APp . . ........... MATE PROPERT 118.72 � APPROXIMATE ,a Y L/Ne 's LEDGE • N/F UTILITY REFERENCES N/F CITY OF SALEM CAMP LION THE SURFACE EVIDENCE OF THE UTILITIES SHOWN HAS BEEN LOCATED WATER CITY OF SALEM (CITY ENGINEER) OF LYNN MA., INC NOTE: BY FIELD SURVEY. THE LINEWORK REPRESENTING ALL UNDERGROUND SEWER 1 SALEM GREEN STREET 1. HORIZONTAL DATUM IS ASSUMED. STRUCTURES AND PIPES HAS BEEN SHOWN HEREON IN ITS APPROXIMATE 2. VERTICAL DATUM 'S CITY OF SALEM. LOCATION BASED ON AVAILABLE RECORD PLANS. THE SURVEYOR MAKES DRAIN SALEM MA 01970 NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. STREET LIGHTING CITY OF SALEM (PLANNING DEPT,) 1 SALEM GREEN STREET NOTE: THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND FIRE ALARM TYPICAL HEIGHT OF LIGHT POLE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH SALEM MA 01970 HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS FROM TOP OF CONCRETE BASE = 28.0 ' ± POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT TELEPHONE NYNEX PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 259 MAIN STREET MALDEN MA 01906 PROPERTY REFERENCE GAS BOSTON GAS 0 20 40 80 160 201 RIVERMOOR STREET PLAN OF LAND AT RiCH'S PLAZA WEST ROXBURY MA 02132 ^ SALEM, MASSACHUSETTS. 1" = 40 FT. ELECTRIC MASS ELECTRIC DATED 10/18/93 170 MEDFORD STREET BY ATLANTIC ENGINEERING & SURVEY CONSULTANTS INC MALDEN MA 02148 PROPERTY LINES SHOWN TAKEN FROM SAID PLAN. CABLE TIME WARNER CABLE 300 COMMERCIAL STREET MALDEN MA 02148 EXISTING CONDITIONS — RICH'S PLAZA IN rr r SALEM , MASS. i PREPARED BY BRYANT ASSOCIATES, INC. . - OFc�sc Engineers — Surveyors NORMAN �� r/ 160 North Washington Street FOR APP 30 r"7 $ fRVING Boston, Massachusetts 02114-1911 LI PS ITZ N' A " NO.2844 Phone (617) 248-0300 Fax (617) 248-0212 G' SCALE: 1 " = 40' DATE: JUNE 11 , 1997 DWG NAME: 9724TO2.DWG - - MA, - I gc)-1 - hSiP GENERAL NOTES= DEMOLITION NOTES ��°` � NOTES: WAL MART SITE NOTES: _441 + 1. ALL WORK SHOWN SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND NVQ 1. Contractor shall provide and employ an acceptable method of removal of SITEWORK SPECIFICATIONS. 1. THE CONTRACTOR SHALL SAW-CUT EXISTING PAVEMENT AS 1. ALL NEW PARKING LOT LIGHTING POLES AND FIXTURES WITH LAMPS \' A. � NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS AND PAINT WILL BE PROVnDEO BY Wk-MART AND INSTALLED BY `r= 9 Pip ��': construction waste. Said method shall limit waste storage areas and shall be 2. ALL NECESSARY PERMITS AND APPROVALS FROM AGENCIES GOVERNING GRADIE. THE CONTRACTOR. THE PROVIDED BY W SHALL PROVIDE Wk-MART B acceptable to the City of Salem. THIS WORK SHALL BE SECURED PRIOR TO BEGINNING CONSTRUCTION. t3,gT ®,,.��\a A ONE-YEAR WARRANTY CERTIFICATE. ALL INCURRED COSTS %sS�ONA1 2. Contractor shall control dust accumulation and clean entire site of debris 3. ALL DIMENSIONS SHOWN TO BUILDING ARE TO OUTSIDE FACE OF BUILDING. 2. ALL EXISTING STRUCTURES AND/OR UTILITIES INCLUDING FOR RECEIVING, STORAGE, LIABILITY AND WARRANTY LABOR SHALL and garbage immediately prior to completion. ALL DIMENSIONS AND RADIISHOWN TO PAVING ARE TO EDGE OF SIGNS, UTILITY POLES, ETC., SHOWN OR NOT DROWN BE INCLUDED IN THE INSTALLATION! CONTRACT PRICE. PAVEMENT UNLESS OTHERWISE SHOWN. WHICH REQUIRE RELOCATION OR REMOVAL UNDER THIS CONTRACT SHALL BE DONE AT CONTRACTOR'S 2. SITE LIGHTING CIRCUITRY, PHOTOWETRICS, AND FOUNDATION i 3. On site storm/sanitary pipes, storm/sanitary manholes, and catch basins EXPENSE. DESIGN PROVIDED BY WAL-MART.. shall be completeLY cleaned of slit, gravel, and other materials. 4. EXISTING UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. I I I THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LINE 3. ALL EXISTING LIGHT POLES AREA SHALL BE PAINTED BACK PER 4. All work performed shall be in accordance with ALL City of Salem, State of LOCATIONS PRIOR TO ANY CONSTRUCTION. ANY DEVIATIONS FROM THE 3. CONTRACTOR SHALL KEEP STORE MANAGER INFORMED SPECIFICATIONS. ALL EXISTING LIGHT POLES BASES AND GUARDPOSTS Massachusetts, and federal regulations. DESIGN LOCATIONS SHALL BE REPORTED TO THE OWNER AND ENGINEER OF CONSTRUCTION ACTIVITIES WHICH COULD INTERFERE WITH WITHIN WAL-MART TAX PLAT SHALLL BE PAINTED YELLOW PER SPECS. PRIOR TO CONSTRUCTION. DAILY STORE OPERATIONS. 5. Existing on-site pavement shall be thoroughly swept clean of dirt, gravel, 5. CONTRACTOR SHALL REFER TO ARCHITECT'S PLANS AND SPECIFICATIONS STORM DRAINAGE NOTES: etc., prior to application of seolcoot. Entire limits of existing on-site FOR EXACT LOCATIONS AND DIMENSIONS OF RAMPS, FENCED AREAS, BOLLARDS, ETC. asphalt poving sroll be sealed in accordance with specifications. 6. THE SITEWORK CONTRACTOR SHALL COORDINATE THE INSTALLATION OF I. ALL PIPES ENTERING STORM SEWER STRUCTURES SHALL BE GROUTED TO Pavement cracks greater than 3/8" in width Shall be completely filed ALL UNDERGROUND UTILITIES WITH HIS WORK. ALL UNDERGROUND UTILITIES ASSURE CONNECTION AT STRUCTURE IS WATER TIGHT. prior to sealing. �40 20 0 40 80 120 (WATER, SANITARY SEWER, ELECTRICAL CONDUIT, ETC.), SHALL BE IN PLACE 2. ALL STORM MANHOLES TO BE PREICAST CONCRETE UNLESS OTHERWISE I PRIOR TO THE APPLICATION OF THE SEAL COAT. NOTED ON PLAN. I 6. Light standard bases which remain shall be stripped of paint and repainted f 7. LIMITS OF POTHOLE REPAIR SHALL BE 1'MIN. OUTSIDE EXISTING POTHOLE. yellow in accordance with specifications. Existing light poles shall be LIMITS SHALL BE SAW-CUT AND EXISTING PAVEMENT, LOOSE BASE SCALE IN FEET painted black per specifications. MATERIAL, AND OTHER MATERIAL REMOVED. EXPOSED BASE SHALL BE I i SCARIFIED AND RECOMPACTED. POTHOLE SHALL BE FILLED WITH BITUMINOUS 7. Existing light fixtures shall be removed and replaced with Gardco per ASPHALT TO MATCH EXISTING GRADE. C detail. If necessary contractor shall coordinate base bolt spacing and pole $. PROPOSED PLANTINGS SHALL BE 3.5" MIN. CALIPER AND MATCH SPECIES �' !! � ' ' - - ''� ,* _ adapter requirements with lighting consultant. Contractor sho l contoct OF THAT REMOVED lighting consultant (Maimstrom-White, 11610 Kanis Road, Little Rock:, � LEGEND 10 AR 72211, 501-224-2775) to coordinate delivery and installation of materiials. j 8. Contractor shall provide conduit, wiring, etc., as necessary to provide f CONVERTED (TO GARDCO) „[GRT STANDARD adequate power to relocated light standards. Light pole bases for relocated AV EXISTING STREET LIGHT light standards shall be removed to 1' below sub rade. Excavated area shall be - � 9 � \y✓� , � s replaced with materials identical to the surrounding area. (Match existing \ �� thickness, quality, compaction, etc.) �► L PROPOSED LIGHT POLE CONDUIT/WIRING 13 16 9. Curbing shall be replaced and/or repaired as shown on piens to provide ` \ - :• - \ � , . \ �/ EXISTING CATCH BASIN continuous curbing within paved areas. See detail for schematic sloped granite , Curbing installation. A 1V\ 17 r , : 16 .r EXISTING MANHOLE \ 17 10. Excavation shall be limited to the smallest area possible to install items � \ shown. i - '\ REPLACE EXISTING CURBING \ \ \ ' ' NEW PLANTING i � 10 V I 11. Boundary information taken from Existing Conditions-Rich's Plaza pion by ` Bryant Associates dated June 11, 1997. AV \ >' 10 �� . ' ► G RELOCATE ♦ '0 = I I CONTRACTOR SHALL -�-� �p•� EXISTING \ g REMOVE EXISTING 4 LIGHT P v E E E S G � � �Q L G T OLE GATE AND FOUNDATION S oda & CONDUIT \ y COMPLETELY "��l� SF a. 13 g� .12�4� a9 C� 4 ` - v 4" SOLID YELLOW �` 10 7Rz \Z\ X 1 - „•a g,.Yc ` \ ( AV 4" SOLID YELLOW APPROX. REPLACE L EXISTING CURBING IV go CD tin REPAIR POTHOLE s C- a M x\ > SEE GENERAL NOTE 7 `D REPAIR POTHOLE \ \ - \ 2 HI H YELLOW > 4 \ CART CORRAL SEE GENERAL NOTE 7 \ ` LETTERS �� \ , �, \ ,. (SEE DETAIL) �' x \ CD \ n !?19 t qv 1 \ \ 4" SOLID YELLOW -� AVF2 0450 Z O.C. �' 16 EXISTING 1 c = o i I6 \ M \ \ PYLON SIGN' COMPACTOR TO REMAIN cv U AV • � � Z - I MATCH EXISTING p � / \ F A : x cWi� INVERT-114.61 •� / 1 �O o_ / 17 z ' m 4 U Q QQ Q NEW PLANTING (TYP.) ? 15 .14 0 - v II 0 R1j C,�,� M SEE NOTE 8 !�• :=7 E-' Q E-' - - ............... � XISTING I R • S NG CUB & 18 ♦ -.� o \ \ GUTTER SHALL BE A x z REMOVED & REPLACED. EXISTING PIPE SHALL REMAIN �(� �� ° \ PAVEMENT SHALL Q W a MATCH Ex UPSTREAM END SHALL BE - 1`+' C�' AVF2 \, T - �� j p ' MA CH IN GRADE 12 & MATCH SUMP GROUTED SHUT '� o M & THICKNESS _ c \ NEW 12" RCP MATCH EXISTING INVERTS Q� •o_ Zd .� R \ \ A 113 0 •/- 1.4X SLOPE 10' O. - h / 13 � EXISTING CATCH BASIN SHALL BE p'� 4 4 �o \ ♦ .� REMOVED AS NECESSARY TO REFER TO BUILDING PLANS FOR `t•� P ACCOMMODATE BALE RAMP, f B� Yp EXISTING GRATE AND FRAME SHALL BOLLARDS IN THIS LOCATION . 8. REUSED IN REVISES LOCATION AND ELSEWHERE o i t APPROX. REPLACE EXISTING CURBING EXISTING PIPE SHALL REMAIN � Oft UPSTREAM END SHALL BE .2.-,` a \ \ j GROUTED SHUT �4 Rlp. AVF2 g _ NEW 12 RCP MATCH EXISTING INVERTS e •/- 3.2/ SLOPE 0_ C: Q'�Q `�' 02 - -- � • MATCH EXISTING \ INVERT-116.71 6' �Q �` IL o 9, 0 2 �o W 27.3' 4 - RELOCATE o - _ '� b1� \ � - ---.. EXISTING • � - - - _ _ _._._.._.-._. \ _� �,�:'" - 4�1 ." -•'; � � _ 1LIGHT POLE - . . . +.. �; • „. N & ROCK "'""" . .... 191 . i I 1 ♦ p a . ROCK _. SURFACE - - Giz e SURFACE.- - - U a LIMITS OF NEW FENCED APPROX. REPLACESITE - ^ EXISTING CURBING (TYP.) GARDEN AREA. REFER TO y DATA BUILDING PLANS FOR � SPECIFIC INFORMATION. •v MEN" 0 EXISTING RICH'S PLAZA 109, 124 SF 478 PARKING SPACES 4 . 4/ 1000 APPROVAL BLOCK- � SITE PL.A- REVIEW / BUSINESS PARK DEVELOPMENT SPECLU PERMIT (INCLUDING EXIST. RICH'S STORE 96,730 SF AND CITY OF SALEM PLANNING BOARD DATE 0 SHOPS 12,394 SF) V) AFTER WAL - MART TAKEOVER 109, 124 SF 473 PARKING SPACES 4 .3/1000 V) (INCLUDING WAL-MART STORE 96,730 SF AND (INCLUDING 9 STANDARD HANDICAP PARKING _ >> SHOPS 12,394 SF) AND 2 VAN ACCESSIBLE PARKING SPACES) SITE STATISTICS ---- ZONING DISTRICT BUSINESS PARK DEVELOPNIE�'T CAUTION - NOTICE TO CONTRACTOR REQ'D PROVIDED THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION _ OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE MIN. LOT AREA (SF) 40,000 +� 606,490 VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE PRINTED & ISSUED FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 FOR APPROVAL 1 MIN. LOT WIDTH (SF} ISO 337 (MIN.) HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT JUN30 997 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES MA.�. LOT COVERAGE (%) -I5 �'� IS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. AIN A OPEN SPACE PB N/A S ASSOCIATES Gardco OFA'' ''% -A (14' TYP.) Lighting Installation Instructions ��Pw WAL-MART W2 Lighting Schedule �- 26G1 Alvarado St.. Subject-, 4 Ii2" s• O.D. POLE TOP FITTER / g �_�� Phone 415-357-690094577 ) o cb� FOR 2 X 5 ARMS ONLY-19" FHOTO CONTROL _�� MANHOLE FRAME .AND COVER TYPE QTY. CATALOG NUMBER DESCRIPTION � � I ,111 CASKETS FORM la LunIMA1RE � JSTE� RECEPTACLE (OPTIONAL) •�► • A i 14' T Y P J � I �,'� �•� NEENAH 'R 1642-1 Av 11 4`-194VS-480-40OMH-BLP 4-WAY (MS 40G BU) ! _ _Too coven ON " �N f f f I Ilkkll�t SLOPE M H COVER TO HEAVY DUTY OR \ TOP COVER O P' APPROVED ALTERNATE \� AVF1 1 W2-194VS-48O-40OMH-BLP 4-WAY (MS 400 8U) MATCH PAVING SLOPE I ,.H" i I: > rlo-u PAM fW. / (1) SFC-67NH 48011 SINGLE FLOOD (MS40CHOF (2) •10-32 PAN HD. SCREWS TOP ELEVATION 1 BJ SCREWS •� SEE PLAN �, PAYING SURFACE AVF2 W2-194VS-480-40OMH-BLP 4-WA, (MS 400 BU) o MORTOR TWIN FLOODS CMS4,(1QHCFC% ettRRA l M RCL I EF-- GROUT AS REQ'D. (2) SFC-67NH-480H DRILLING FOR l G (TYP) EACH LUMINAIRE P• l KV W2-193VS-480-400MH-BLP 3-WAY (MS 400 BU) j • --� �' ;__ 16" Max BV W2-192VS-480-40OMH-BLP 2-WAY (MS 400 BU) FITTER i I I II cEE "WEEP HOLE" DETAIL 3„e- NLA MUT /'u A/++G IOCKUASnER LONG TIE QOp 4” DIA 72. /X CV W2-191VS-480-40GMH-ELP !-WAY (MS 400 BU) • TrorouE: zs FT•-Ltls•r rED1ur,TtL n00 MIN. / (3) 3/8-16 SET SCREWS SEE PLAN ` B-' D W2-191FM-48O-40OMH-BLP !-WAY (MS 400 HOR) �- "ID" z- x s- ARn 1 z STEPS REQ'D FOR _ C + F �— OD -I wow; oouaLc CHANNEL < L W2-1921 480 400MH-BLP 2 WAY (MS 400 HOR) G101F Top FITTER -� DEPTHS GREATER 4LL .,EC'TIONS TO CONFORM 'VOTE._ � p. eoTTon THAN 4' - NEENAH P 1- n • To ASTMI DESIGNATION c 47B r W2 1911 480 40CMH BL WAY (MS 4�0 NOR) I I I I w •R1981-E 4 I6"CIC 4' DIA. R[I„ER SECTION MAY BE ALL PIPE MATERIAL SHALL BE ASA SCHEDULE F , „8_,6 SOCKET I -- c S 40 STANDARD STEEL TUBING D 7_ w c. SCT SCREWS s'or'T TIE Roo STEPS WEED TO USED WHERE BASE SECTION G W2-191,. 480-400.'AH-BLP ! WAY (MS 400 HOR) m1V P" HT TokcNE- zs F'.-Les-1 ALIGN FROM TOP --- c �unIMA1RE t_EAOS EXCEEDS 4' DIA ALL STEEL PLATE MATERIAL SHALL BE ASTM A-36. / POLE W/OPTNL OPENING TO L FT J '42-192 3-480-40OMH-BLP 2-'WA' (MS 400 HOR) /B- MEA NUT. LopcvASncv ABOVE BOTTOM ALL WELDED CONNECTIONS SHALL BE FULL .� TOP PHOTO _ k FLATWASNER AND ACCESSIBLE ALL JOINTS T(0 HAVE "0" RING PENETRATION MELDS. MOD W2-1923-480-400MH-BLP 2-WAY (MS 400 HOR) , X- DIA (TOR'OUL; 25 fT.-LOS-1 POLE TOP TENON FITTER "OD" ID" !.' 'i "H" CONTROI. RUBBER GASKETS IN ACCORDANCE WAL MART SHALL PROVIDE ALL MATERIALS AND z TENON SIZE HEIGHT SIZE DIA. DIA I-iM 1;1 III HEIGHT RECPTCL FIcuAE 1 if 1NITH ASTM-C-443. CEMENT CONTRACTOR SHALL INSTALL GRO T EXTERIOR OF JOINTS. GFC1 FESTOON TYPE ? %a" DIA { PTF ? 9 10 1f`, roHOTo coWrRcw RFcra-Ac�E tooTla+•�) j ` - PRECAST BASE SECTION PARTS LIST ASSEMBLY INSTRCCTTIONS - SELECT FLAT AREA TO PLACE CORRAL -- _.__ 7 SFC 67NH 4SOH FLOODLIGHT x 4" HIGH BOTTOM VIEW ITEM QTY DESCRIPTION ?- r T LAY PART tB) BOTTO)M PLAT„ APPROX. 14 FT WGD-t RS-39-11-DM-ELP 39'POUND T,APEREG 3" TO 3 U .+ �' PTF '3 1 4' FROM HEADER PARTP (C 1 12 Y4" 13 Y4" oLACX OPENING AROUND PIPE TO BE 6 14'SIDE RAIL 3. STAND HEADER UP VERTICAL AND SANDWICH STEEL POLE pyo INN EL.(SEE PLAN i I :x 6" HIGH R ° -- SEALED WITH ANON SHRINK B 2 6' BOTTOM PLATE HEADER FRAME. PART (C) WITH 2 SIDE RAILS GROUT (TYPI(CAL ALL PIPES) I PART (A). BOLT WITH( PARTS D,E,F AS SHOWN 1 WG0-TRS-39-X-M080-BLP POLE W/SGL. BJLLHORN 0„ I C 1 I HEADER FRAME w/ SIGN c I3 I�2" TO 4" DIA. 5" PTF 1 co.,no,. 4. REPEAT STEP FORt ALL SETS OF IDE RAILS. -�- D 6 BOLT 1 l3 UNC X 3-1,2 WGD Tii'S 39-X 2M080-BLP POLE W/DBL. AULLHOP,"J 81"� n`ACK zI 5 SLIDE SIDE RAILS (A1)OVER SLEEVE ON BASE -- :X 6" HIGH <:1 K6-J2 PA. r.p. ACCESS .,o�_E COVER E 6 I LOCK NUT '/ - L3 UNC ! PLATE (B). t r Linc SCREWS 1 z _ 010.6 TOUCH UP KIT „�fa M,HAIRE l ) cOI- F 12 I FLAT WASHER ' 6. SECURELY TIGHTEN ALL FASTENERS. - G 10 SAFETY REFLECTORS 7. ATTACH SAFETY REFLECTORS, FART (G)AS 2 MS 4'�0 HOR HOR12. LAMP ""`ITE 1 WnITE FIC•UF;_f l SHOWN BY SHADED AREAS b4 MS 400 BU VERTICAL LAMP POLE TOP FITTERS �- V 0" COMPACTED FITTER' "x" usE0 STONE - A T 1 Zlii CART CORRAL 3 ,-1,1. 3" to 3-,/1- °I.. CRUSHED _TONE A.Catalog Numbers shown ore 490 Volt 3tner voltages ore ovoiloole,please . 6-• "1 en .T specify (120.240.208,277) 4 s- 3 -1/2 co 4'• 01.. PRECAST CATCH BASIN ` `- mien Gardco Opticrn5y:tome are protected by U.S.Potent •3�a685a REV 596 (EIIST[NC LIGHT POLES SHALL BE REUSED AS NECESSARY) T �-- l2" x 18" g .080" STD HANDICAP SIGN WAL - MART W2 LIGHTING SCHEDULE GARDCO LIGHTING i RESERVE FASTEN W!2 - 3A" DIA BOLTS, NUTS INSTALLATION INSTRUCTIONS I i PARKIN(, AND LOCKWASHERS � I i �♦ =VAN ACCESSIBLE SIGN / SEE PLAN FOR LOCATION It 12" x 6" x .080" SIGN W/2 - 3/8" DIA. 3OLTS. NUTS & LOCK WASHERS. c =SBL= COLOR SAME AS ABOVE SIGN POLE TO-BASE PLATE WELD SHALL COMPLY WITH AMS SPECS. 12 '/1" BOLT — AT TOP & BOTTOM OF BASE PLATE. CIRCLE i , CONNECTED TO ER OUIPMENWELD OTLGROUNND �— •3 GALVINIZED CHANNEL 45' (TYPICAL) l WIRE AT GROUND LUG IN POLE b POST 2 LBS/FT � r PARKING POLE BASE PLATE ( TIES TRAFFIC LANE AND BOLT PATTERN CONDUIT AS — VERTICAL REINFORCING BARS PER MANUFACTURER'S REQUIRED _ 6" LED GUARD POST INSTALLATION [N CONCRETE REQUIRES 0" 5' 0" FELLED M CONCRETE O a RECOMMENDATION. A A c BOLT COVER TYPICAL ) 'C CONTINUOUS %z" EXPANSION JOINT -_ TOP OF PAVEMENIT o BASE PLATE BOLT HOLE > MATERIAL ALL AROUND SEAL WITH JOINT SEALER PER SPECIFICATIONS 24" DIA. CONCRETE I 45° PROVIDE TWO (2) ,e"DIA. COPPER FOUNDATION I TUBES THROUGH GROUT AND FLUSH SECTION A-A 9O° j -- WITH TOP OF CONCRETE BASE TO LIGHFIXTURE ORIENTATION 39'STEEL TAPERED POLE PROVIDE RELIEF FOR (SEE 'SITE PLAN FOR PER SPECIFICATIONS POLE HAND HOLE WITH COVER l'-6" FROM CONDENSATION BUILD UP' ORIENTATION TO BUILDING.) SHALL BE MADE PLUMB � BASE OF POLE, 4" x 6" MINIMUM ( WITH LEVELING NUTS � 3000 P S I CONCRETE SECTION B -B _.. - CONNECT ALL EQUIPMENT GROUND I CONDUCTORS TO GROUNDING LUG 1 _ ---� DETAIL C - IN POLE ` I r NOTE TEMPORARY CAP B �_ LEVELING NUTS t 4' 0" HANDICAP PARKING SIGN SHALL. NOTE SEE SITE PLAN FOR �____ CONFORM WITH CURRENT STATE AND HANtDHOLE WITH NONSHRiNK GROUT 1'.14" MiN. YELLOW REFLECTIVE LOCATION. USE ONE ARROW 1 LOCAL CODES AND REGULATIONS COMER REMOVED / THICKNESS,2" MAX THICKNESS BURNDY COPPER FOR ONE WAY DRIVE �� TRAFFIC PAINT, # KPA4C MiTH S►DE., SLOPED AT 45° S _ -'{ �SCRULUG & TIN. PLATED NUT PROVIDE TWO (2) j/e"DIA COPPER oc EE SPECIFICATIONS �i GROUNDING LUG WELDED / AND BOLT OR BURNDY COPPER _ (4)ANCHOR BOLTS. 1"DIA.x 36" LONG r 1 TO INSIDE 0)F POL.. TUBE,. THROUGH GROUT AND FLUSH -� #KC20 SERVIT ATTACHED TO WITH TOP OF CONCRETE BASE TO 5 x 4" HOOK, WITH 2 NUTS.2 FLAT ri WAL - MART TRAFFIC ARROWS HANDICAP PARKING SIGN DETAIL GROUNDING LUG PROVIDE RELIEF FOR a x a MASHERS AND 1 LOCK MASHER EACH CONDENSATION BUILD UP c, > I ° { �_ 8-NO.5 x 8'-0" LONG BARS EQUALLY HSIGNI (03-09-95) N.T.S. FINISH NO 4 GROUND CABLE ATTACHED GRADE 3" 1� SPACED � © c N.T.S. '--c -- TO GROUND ROD - ° !� y 6-NO3 x 18" DIA.TIES WITH cn U F-6" LAP (TYPICAL)ON 19" 0 C BOLT COVER—., —_ _ I I _l i = 2 REQUIRED 5' MIN. FROM I=' _ — = C z (4 PLACES) -NIT —� BACK OF CURB 'z lilt -. an OR EDGE OF LOCKING WASHER ---4/<" BOLT PAVEMENT — 5 U WASHER / p 0 3" 'TYP.) CONNECTED TO EQUIPMENT ROC Q O x s 1 PROJECTION > 1 GROUND WIRE AT GROUND (-� LEVELING NUT--- Z /� LUG 1N POLE C ANCHOR BOLT _! ° �• BASE PLATE PER o �"'' F"' > - SPECIFICATIONS - x z U ° > Q � —WHITE— - NON-SHRINK GROUT I'/," MIN. I c� � BLUE 2„ CONDUIT AS / > ►..� } DETAIL C THICKNESS MAX ,THICKNESSREOU(RED cc I` `+ WITH SIDES SLOPED AT 45' Q m i i N Ila-2 � � -� �- 6" t3'4" MIN.) > � � •� � 3 30" x 30" ' -- I 1 I NOTES: 3 O crj 1. 3500 P S L MIN.28 DAY COMPRESSIVE STRENGTH CONC. WITH GRADE 60 REINF STEEL PE 2 IF WATER IS PRESENT IN HOLE. REMOVE BEFORE POURING CONCRETE X�NGw, o ° r I 3. FOUNDATION EXCAVATION SHALL BE BY .,4" AUGER IN UNDISTURBED OR PROPERLY COMPACTED FILL PER SPECIFICATIONS V W Ila-2P - 24" x 18" zo I ``I 4 FOUNDATION SHALL HAVE A MIN ALLOWABLE END BEARING OF 2000 PSF -- VERTICAL AND HORIZONTAL BARS o 24" DIA SHALL BE FIELD "'IED. WELDING o I 5 FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MIN , - 3 COHESIVE VALUE OF 1000 PSF. _ I NOT PERMITTED SUPPORT REINFORCEMENT = NOTE IN ITS PROPER LOCATION FROM PROVIDE .080" ALUMINUM BASE STANDARD 6 FOUNDATION HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MIN LATERAL SOIL FORMWORK DURING CONCRETE OPERATION SIGNS PER MANUAL ON UNIFORM TRAFFIC :r PRESSURE OF 1000 PSF, UTILIZING AASHTO FIGURE 1 82C(41.OF "EMBEDMENT OF POSTS WITH OVERTURNIiNG LOADS". s ' CONTROL DEVICES. BOLT TO •3 GALVANIZED '- 'r-- O CHANNEL POST 3 LBS, FT WITH BOTTOM -F-1 7. ALL EXPOSED CONCRETE AND GROUT SHALL BE PAINTED TRAFFIC YELLOW y OF SIGN a 6'-0" ABOVE GRADE. �i �4" , _ 4„ TYPICAL LIGHTING POLE BASE DETAIL " j 5' 9" 6'-7" 8 DETAIL FOR 39' POLE W MAX FIXTURE EPA 4 6 SQ. FT. 6'-4„ f' "1 1 9 THIS LIGHTING POLE BASE DETAIL IS APPLIED ON WAL-MART PROPERTY ONLY. PEDESTRIAN CROSSING N.T.S. \ SIGN DETAIL �� PEDX (12-19-90) . .€ PAVEMENT MARKINGS � A N.T.S. W Q 63' 63' _ -- ----- _ CURB ISLAND NOTE SEE PLAN FOR LOCATION 3 l9' 19' ?5 t 9' 19' 19, 19' 4" YELLOW LINES - -------- �-� ' 1. GROUT J01NTS PER SPECIFICATIONS. �— VAN ACCESSIBLE PARKING \ I ' SEE PLAN FOR LOCATION 2. CORA RADIUS LINES OF B'OR LESS _ - I SHALL CONSIST OF CIRCULAR SECTIONS. — EDGE OF ADJAtCENT ca = I r-Cr CURVES GREATER THAN 8' SHALL BE DRIVE OR CROSSWALK MADE UP OF STRAIGHT SECTION "' I n WHITE FINISHED OR SUBC,RADE FINISHED OR SUBCRADE OTHERWISE NOTED ON PLANS — f 7 (IE BLUE FOR HANDICAP AND a �/ C WHITE—� i SLOPE TRENCH SLOPE TRENCH WHITE FOR EMPLOYEE PARKING) — GRANITE CURBING _ ! o. SIDES PER �` S!DES PER U ! �F OSHA REQUIREMENTS V OSHA REQUIREMENTS SELECT F[LL 2 ASILF. AND BAY SPACING SHOWY 1 z SEE SPECIFICATIONSI ^I o SHALL BE PER NEW PARKING AREAS I TRAFFIC ARROW SEE _ - _ SELECT FILL ONLY RESTRIPED BAYS SHALL ) SITE PLAN FOR LOCATION/ -- SEE SPECIFICAT1ONS =; MATCH EXISTING LOCATION ! D o - - 6" MIN \ o' c-i'm INITIAL BACKFILL i 71 I 4" WIDE I - RIA = �Ia DIA LOAM / TOPSOIL E w �p DIA 45 HANDICAP BLUE O> (STOP SIGN) 1 `� )�" �p t2" � � � i � c 1 HAUNCHING STANDARD HANDICAP PARKING 0 PAVEMENT MARKING " 4" SOLID YELLOW LINE— - ao \� (` �'- i+ y EE PLAN FOR LOCATION 4" WIDE (TYP ALL STOP BARS) ��- - w 7 _ BEDDING �_ 6' i BEDDING (SEE DETAIL) HANDICAP BLUE _4' f (DiA 4'MAXI J ` --BITUMEN PAVING Bs 4" YELLOW LINES' \ 1 SEE FLAN r / \t. HANDICAP PARKING I REINFORCED CONCRETE PIPE FLEXIBLE PIPE INCLUDES CORRUGATED METAL PIPE,CORRUGATEC 4000 PSI SIGN )SEE DETAIL), NOTE POLYETHELENE PIPE AND/OR POILYVINYL CHLORIDE PIPE CAST IN PLACE s a 1 BEDDING SHALL BE COMPACTED = STRIPING FOR PARKING SPACES CRUSHED STONE OR AS PER = CONCRETE SHALL BE PAINTED YELLOW UNLESS NOTE 41TEWORK SPECS AND SHALL BE I BEDDING SHALL BE COMPACTED ` TYPICAL 9 0° PARKING OTHERWISE NOTED ON PLANS SHAPED TO THE BOTTOM OF THE CRUSHED STONE OR AS PER - BASE i SUBBASE `D (IE BLUE FOR HANDICAP AND 1. "STOP" LEGEND MUST-BE UTILIZED IN CONJUNCTION PIPE SITEWORK SPECS.AND SHALL BE _ - --- WHITE FOR EMPLOYEE PARKING) " SHAPED TO THE BOTTOM OF THE I 9OPKVN t10-22-93) �, , � 1 I -- � � X/ N.iV .T.S. WITH EACH "'STOP BAR" SHOWN ON PLAN,IN EACH I - Z. SELECT FILL SHALL BE SELECT PIPE. LANE. f 4" I MATERIAL FREE OF LARGE ROCKS j/��;��. 6'-g" B"•)AND SHALL BE PLACED IN 2. HAUNCHING AND INITIAL BACKFIL: 6" MAX.LOOSE LIFTS AND MATERIAL SHALL BE CLASS : OR 11 COMPACTED PER SITE WORK (REF.ASTM MZI)GRANULAR (•ENTER IN LANE SPECIFICATIONS PERERIAL AND SITE WORK SSPECI SPECIFHALL BE ICATIONS SUBGRADE 3. SELECT FILL PLACEMENT AND, COMPACTION � STOP BAR & STOP LEGEND DETAIL SAME AS FOR RCP. L J8-11-94) PRINTED & ISSUED � N.T.S. TRENCH AND BEDDING DETAILS FOR APPROVAL SLOPED GRANITE CURB DETAIL JUN 30 1991 r SAIN ASSOCIATES - 1 O 3 4 5 6 QQ (Q 8 9 Q 10 11 4 5 6 7 8. 1 8.5 9. 2 288 -10" 66'-8 1/2 33' -4" 141 '•-1 1/2 " 4 ' -B" 1 1'42 '-8" • ,� , „ , „ , „ • , „ , „ • , „ , ., , „ , N „ 6 33 -4 33 -4 33 -4 33#-4" 33'-4" 33'-4" 4'-O' ! 1''1-15'15' -2" 12 -0 -0 22 -0 25 0 8 ----------/- -- ----------------- ------- - --- --- ----------- ------------- 5' 6'1 33 -4' 1 33' -4' 1 33'-4" d' -6 16 ' -8" 1 20' -O" i1. I l -- w I ' Of of — I I 'EXIT BALE I I I w 6�� -- - - - - - - - - - -- -- -- - - ---- -- -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - I I - -RAMP - - -- - - co .! BALE r------ ---------, I FF I I I I I 1 I I t i - ---I COMOACTOR ; ! I I I I I NEW 1 I I �__-- I I - - ---I I I I 1 C) I I I I GUARDRAILI RE iI '----- -- I I of I I ;n N I I I I I I EX I Sj I I NG i i KEEP EXIST �' I I I I I j R P 1 TRUCK-WELL I PARTIAL =_ I I I I I UP I I I I WALL AND _-•- - --- -• - -� - - - - _i" ------- - ---- - -- LADDER N M EE EE - - - - -------------- - --- - - - - - - - - - - - - - - - - - - - - --- - - ----- -- - - - �1- - - - ARD - -�- - - -r - - - - - - � ---I I I I I � I RAMP UP --� j I 1 I I I ------ -- ---------' RECEIVING IKROOF I I I 110'-0" HEADROOM I I RECEIVING R001 i i i HATCH o C) I I I I FIELD VERIFY I I UPC/ 1 1 1 I FLOOR ELEVATION I ABOVE -' ;n I I i I I Im MERCH CASH I i AT 101'-4" 1 I I I N N 1 1 1 1 I I)e I i ! I i 1 c I I I I i 10 I 1 1-i ADV. t1 I EXIT ! I of DD a— D - --- - -- ---------------- - - - ------- ------ - -- - ------ ----------- - ---- -- ---------- ------ - -, ------ - - - - - - - - - �I� 1-- - - - ------�� M I I ri I I tl I w I � I I o I j . 1 j ARCHITECTURAL 11 I CORRIDOR I ! 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I I 1i I CLAIM I GUN I I I I Ij I � i WOMEN i TRAINING t I XFMR I I 1 ' Ix o I I II Ii I i j ,--e - _01. 11- i I I I i i III I < ALCOVE I I I to In N I I I I I I J II j I I I I XISTING N 1 I EXIT II I I i MEN i LECTRICAL i I i I I , BB ---------------------------- ,------------------ ------------------ - - L--- ----- --- BB 1 I i -� -L-1 -J_-J`_1_J 4 _J_-J_- J__J_- 1✓ L 1 J L_J_ _1.- 1-J -1--1 ° ..&- I '�_1 .�-s-� -.�_- _ - . -I -1 -1 -L -1 -1-� t0 I 11 I , s , I I ' F I t I -11 I I I 1 111 r- ,i 1 '1 I , 1 Ii IT IIT I I . - , � II 1 1-- ,- 0 ' II I I I _ _.1 -1 (-I-1 Iq I- O 1 I I -4 I I I I I r r " I I 1 I , I I I , I r t , I 11 "i i-•J - - L ! 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BLUE ILLUMINATED RED WAL—MART LETTERS X Y 1 2 3 4 5 6 • 7 6 O 9 10 11 \ DO NOT PAINT I I DO NOT PAINT NOT—A—PART II I I I I 1 2 I I e � 1 . e o I I WE SELL FOR LESS SATISFACTION GUARANTEEDif I ' 1 j � 1 NEW GARDENF PlWtl Y '-- — -- -- ' � 1 CENTER AREA F. q 1 ' o --------------- =Fll fil PAINT SOFFIT WHITE PAINT RED 4 EAST ELEVATION • 1/16 = 1 .—0. RE. 1/A1 PAINT EXISTING E. I.F.S. BLUE L K J H G F E D C B A AA BB CC DD EE FF DO NOT PAINT I I F I I 1 I i f t I I I i I 1 I I ! I I DO NOT PAINT COLOR SCHEDULE P-1 LIGHT GREYp_4 RED (TO BE PAINTED OVER EXISTING BLUE) 40'x40" OPENING P-2 DARK GREY P-5 YELLOW / •^'� T FOR TRASH COMPACTOR P-3 BLUE P-6 WHITE REFER TO: SPECIFICATIONS FOR ADDITIONAL INFORMATION (09900) GENERAL NOTES 1 . EXISTING WALL PENETRATIONS, NOT REUSED, ARE TO BE PATCHED AND NORTH H ELEVATION REPAIRED TO MATCH EXISTING FINISH. 2. CONTRACTOR IS TO NOTE ALL AREAS 31/160 — 1 —0 RE: 1/Al OF BLOCK AND BRICK DAMAGE AND REPAIR. TUCK POINTING WILL ALSO BE REQUIRED. CLEAN OUT AND REPAIR ALL EXPANSION JOINTS. � 3. AT INFILLS. DOWEL INTO EXISTING 11 10 9 8 7 6 5 4 3 2 1 Y 'V BLOCK WALL 1 '-0" @ 4'-0" EACH SIDE I AND PLACE A $�4 BAR. REBAR IS TO ol •NOT—A—PART EXTEND INTO NEW BLOCK 1 '-0" . IF, I I I ( J I 1 I 1 I ! I INFILL OPENING IS 10'-0" OR LESS A MIN. OF THREE BARS EACH SIDE IS TO BE USED. I i II I 4. WAL—MART CONTRACTOR IS TO INSTALL BRICK TIES AT ALL INFILL LOCATIONS AND WHERE LANDLORD WILL BE REBRICKING AREAS. RE : SPECS FOR 5. SECTIONAL OVERHEAD DOORS TO BE FURNISHED AND INSTALLED BY WAL—MART. DEMOLITION NOTES 1 . EXISTING SIGNAGE TO BE REMOVED. PATCH & FILL ALL ANCHOR BOLT HOLES AND CRACKS. CLEAN AND PAINT PRIOR TO INSTALLATION OF NEW SIGNAGE. WEST ELEVATION 21/160 1 '—O" RE: 1/A1 STIPULATION FOR REISE THIS WAVING,TAS PREPARED FOR USE ON A SPECIFIC SITE AT SALEM, MASSACHUSETTS j=ToPORAIEOUSLT WITH ITS ISSUE DATE ON 0/5/97, AND I1 IS NOT SUITABLE FOR USE ON A DIFT001 PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFETtENCE OR 17fA1 U ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AID ENGINEERS. RBPROMION OF THIS ORATING FOR REUSE ON FF EE OD CC 86 AA A B C D E F G H J K L PAINT EXISTING E. I .F.S. ANOTHER PROJECTS IS NOT AUTHORIITD AND MAY BE CONTRARY TO THE LAW. BLUE EXTERIOR ELEVATIONS I I I i I I I I t I I i 1 I I i DO NOT PAINT I i I I I i I 1 1 I I 1 I I I 1 I I I I I I 1 1 I 1 I i REVISION: NO DATE DESCRIPTION 1 1 1 1 1 1 1 1 1 1 1 1 1-000�1It. POSEM W�M1 ECT OF N )�36-6001 ltoc S. AItlCAt6J►S SALEM , MA TAKEOVER STORE NUMBER: 2640 SOUTH ELEVATION JOB NUMBER: 96-2810 DATE: 8/5/97 1/16" = 1 —0" RE: 1/A 1 DRAWN BY: DMY CHECKED BY: SHEET NUMBER A 2L �I �