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175-183 LAFAYETTE STREET - ZONING SPR oeuscon C� CITY OF SALEM PLANNING BOARD Site Plan Review Decision Li;„ November 18, 2011 AL Prime Energy Consultants, Inc. 219 Salem Street Wakefield, MA 01880 RE: 175 and 183 Lafayette Street — Site Plan Review On Thursday,June 16, 2011, the Planning Board of the City of Salem opened a Public Hearing under Section 9.5 of the City of Salem Zoning Ordinance, Site Plan Review, at the request of A.L. Prime Energy Consultants, Inc., for the properties located at 175 and 183 Lafayette Street. The proposed plans show the demolition of two existing buildings and the existing gasoline pumps, replacement of fuel storage tanks, and construction of a new convenience store and three new double-sided gasoline pumps with a canopy. The public hearing was continued to, July 7, 2011, July 21, 2011, November 3, 2011, and November 17, 2011, and closed on November 17, 2011. At a regularly scheduled meeting of the Planning Board held on November 17, 2011, the Planning Board voted by a vote of eight (8) in favor (Chuck Puleo, John Moustakis, Tim Ready, Tim Kavanagh, Randy Clarke, Helen Sides, Mark George, and Nadine Hanscom), none opposed (0), and one abstaining (Lewis Beilman) to approve the Site Plan, subject to the following conditions: 1. Conformance with the Plan Work shall conform to the plans titled, "Site Improvement Plans for A.L. Prime Energy at 175 Lafayette Street, Salem, MA 01970," prepared by Ayoub Engineering, Pawtucket, RI, dated May 24, 2011 and last revised November 8, 2011. 2. Transfer of Ownership Within five (5) days of transfer of ownership of the site, the Owner shall notify the Board in writing of the new owner's name and address. The terms, conditions, restrictions and/or requirements of this decision shall be binding on the Owner and its successors and/or assigns. 3. Amendments Any amendments to the approved site plan, elevation plan, and landscape plan shall be brought to the Planning Board for review and approval. Any waiver of conditions contained within shall require the approval of the Planning Board. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 • TEL: 978.745.9595 FAx: 978.740.0404 ♦ WWW.SALEM.COM 4. Construction Practices All construction shall be carried out in accordance with the following conditions: a. The operation of tools or equipment used in construction or demolition work shall occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blasting and between the hours of 8:00 AM and 5:00 PM on weekdays and Saturdays. No work shall take place on Sundays or holidays. The Planning Board will agree to changes in the starting time, at the request of the applicant and if approved by a formal vote of the City Council, as per the ordinance. b. Any blasting, rock crushing,jack hammering, hydraulic blasting, or pile driving shall occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blasting and be limited to Monday-Friday between the hours of 8:00 AM and 5:00 PM. There shall be no blasting, rock crushing,jack hammering, hydraulic blasting, or pile driving on Saturdays, Sundays, or holidays. c. Blasting shall be undertaken in accordance with all local and state regulations. d. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided by the applicant to all abutters in writing at least 72 hours prior to commencement of construction of the project. e. All construction vehicles and equipment shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they exit the site. f. 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 City of Salem. g. All construction vehicles and equipment left overnight at the site must be located completely on the site. h. All staging of materials and equipment shall be on-site. i. No street shall be closed without prior approval of the Department of Planning and Community Development, unless deemed an emergency by the Salem Police Department. j. A Construction Management Plan and Construction Schedule shall be submitted by the Applicant prior to the issuance of a building permit. Included in this plan, but not limited to, shall be information regarding how the construction equipment will be stored, a description of the construction staging area and its location in relation to the site, and where the construction employees will park their vehicles. The plan and schedule shall be submitted and approved by the City Planner prior to the issuance of a Building Permit. All storage of materials and equipment will be on site. The Construction Management Plan is to be reviewed by the Traffic Division of the Salem Police Department. -z- k. All sidewalks, roadways, utilities, landscaping, etc. damaged during construction shall be replaced or repaired to their pre-construction condition, or better. I. The applicant agrees to secure the site with a temporary fence during construction. 5. Fire Department All work shall comply with the requirements of the Salem Fire Department. 6. Building Inspector All work shall comply with the requirements of the Salem Building Commissioner. 7. City Engineer All work shall comply with the requirements of the City Engineer. The applicant shall obtain any required curb cut permit from the Engineering Department, and approval of the site plan is contingent upon receipt of this permit. 8. Board of Health The applicant shall comply with all requirements and conditions of the Board of Health. A separate application must be made to the Board of Health and all required plans and documents must be filed 30 days prior to the start of construction. 9. Utilities a. Utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. All on site electrical utilities shall be located underground. 10. Department of Public Services The Applicant shall comply with all requirements of the Department of Public Services. 11. Signage a. Proposed signage shall be reviewed and approved by the Sign Review Committee in accordance with entrance corridor requirements, Section 8.2.6 of the Zoning Ordinance. Approval of the site plans does not represent approval of the proposed signage. 12. Lighting a. No light shall cast a glare onto adjacent parcels or adjacent rights of way. b. A final lighting plan shall be submitted to the City Planner for review and approval prior to the issuance of a Building Permit. c. After installation, lighting shall be reviewed and approved by the City Planner, prior to the issuance of a Certificate of Occupancy. 13. HVAC -3- The HVAC unit located on the roof shall be visually screened prior to the issuance of a Certificate of Occupancy. The method for screening the unit, including colors and materials, shall be submitted to the City Planner for review and approval prior to installation. 14. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Maintenance of all landscaping on the site shall be the responsibility of the Applicant. The Applicant, his successors or assigns, shall guarantee all trees and shrubs for a two (2) year period, from issuance of the Certificate of Occupancy and completion of planting. c. Any street trees removed as a result of construction shall be replaced. The location of any replacement trees shall be approved by the City Planner prior to replanting. d. Final completed landscaping, done in accordance with the approved set of plans, shall be subject to approval by the City Planner prior, for consistency with such plans, to the issuance of a Certificate of Occupancy. 15. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the Applicant, his successors or assigns. b. Winter snow in excess of permitted snow storage areas on site shall be removed off site within forty-eight (48) hours. c. Maintenance of all stormwater structures and bioretention areas shall be the responsibility of the Applicant, his successors or assigns. 16. As-Built Plans a. As-built Plans, stamped by a Registered Professional Engineer, shall be submitted to the Department of Planning and Community Development and Department of Public Services prior to the issuance of Certificates of Occupancy. b. The As-Built plans shall be submitted to the City Engineer in electronic file format suitable for the City's use and approved by the City Engineer, prior to the issuance of Certificates of Occupancy. c. A completed tie card, a blank copy (available at the Engineering Department) and a certification signed and stamped by the design engineer, stating that the work was completed in substantial compliance with the design drawing must be submitted to the City Engineer prior to the issuance of Certificates of Occupancy; as well as, any subsequent requirements by the City Engineer. 17. Special Conditions -4- a. Applicant is to make a request to the appropriate City department to have signage installed on Palmer Street near the Lafayette Street intersection prohibiting parking 20 feet from the corner. 18. Violations Violations of any condition contained herein 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. 1 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 Decision 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 Southern Essex District 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. Charles M. Puleo Chair -5- AYOUB ENGINEERING EXPRESSLY DISCLAIMS ANY RESPONSIBILITY FOR' MONITORING, INSPECTING. OBSERVING, OR SUPERVISING CONSTRUCTION SERVICES, OR THE MEANS. METHODS, SEQUENCES AND TECHNIQUES OF CONSTRUCTION OR FOR JOB SITE SAFETY AND PROGRAMS FOR THE PROJECT DEFINED BY THE PLANS FOR V0fCH THIS CERTIFICATION IS AFFIXED. AYOUB HAS NOT BEEN RETAINED FOR NOR SHALL IT HAVE ANY CONTROL OVER OR BE IN CHARGE OF ACTS OR OMISSIONS OF ANY CONTRACTOR, SUBCONTRACTOR, OTHER AGENTS OR EMPLOYEES OR OF ANY L AAm OTHER PERSONS PERFdRMING PORTIONS OF THE WORK. hll, 1PRU) ENT N IE IM I FOR dc, a r3 7 Al to i ZO 5 W d; AT Q N z 0 Z p O O N II J > C7 W Z !r O Q W CJ O Q coI CLr- i N M d iA cD OD Of O r- N M d gn to t' n0 r co (V o0 O � HO INDEX OF DRAWINGS UJ U WZ W < tr) W u- _j tr) -r 0 Li- V) — 0 z n 0 — 0 0 V) W H W tL C) � 0 Q V ~ W N m = W Q = i SHEET NO. TITLE DATE REV DATE ? a o W o CLIENT. A. L . PRIME ENERGY' _� Z O W \0 W � Z 310 B . SALEM STREET ., . W W U 'j = W 0-0 COVER SHEET 5/24/11 (1) 11/8/11 W �- MA ( ) Z X WAKEFIELD , 01880 ' 091068 EXISTING CONDITIONS (SURVEY) 1/28/10 r Q w C-1 SITE IMPROVEMENT PLAN 4/6/10 W (7) 11/8/11 (781 ) 246-0201 C-2 SITE GRADING PLAN 4/21.10 (1) 9/6/11 C-3 SITE UTILITY PLAN 5/24/11 (1) 9/6/11 L-1 LANDSCAPE PLAN 5/23/11 (1) 11/8/11 SD-1 SITE DETALS 5/24/411 (2) 11/8/11 SG-1 SIGN AND GRAPIHICS PLAN 5/24;11 (1) 11/8/11C) >— o0 ENGINEER/ TK-1 TANK & PIPING PLAN 5/13/11 (1) 9/6/11 o N Z TK-2 TANK & PIPING DETAILS 5/13/11 <n O ARCHITECT. AYOUB ENGINEERING FS-1 FIRE SUPPRESSIION SYSTEM PLAN 5124/11 (1) 9/12/11 O W w W T-1 TRUCK TURNING PLAN 4/15/10 1 9/6111 u- W ° "' a 414 BENEFIT STREET O zWC o � W _ W T-1 B AUTO TURNING PLAN 4/15, �0 (1) 9/6/11 (,],j >L o � � w � RL-0080 LIGHTING PHOTOMETRIC PLAN 9/15/11 W � o a "W v U) PAWTUCKET, RI 02861 W Q A-1 PROPOSED FLOOR PLAN 6/9/09 (3) 5/19/11 w `n A-2 PROPOSED BUILDING ELEVATIONS 6/9/09 4 11/8111 a W �/ O a _ ter � W ¢ o A-3 PROPOSED CANOPY ELEVATIONS 5/19/11 W --j L` W W � � � ,� aC W O v♦C) .J H- > (n ^ d Q ice-LOW (y) • (�} W tt 11 Qrn cn M LANINING OA APPROVED SHEET NO. PROJECT N0. 4169.109 SITE:, PLAN CAD /FILE N0. 4169 CS SCALZ DWN., BY: AC -0 DATE:: 5124/11 REV1 11/8/11 st M L6 .0D 0� Uj x 96,66 \ a' 56.00' LEGEND 0X246 m < C. 9 98.89 i 99.29 101100 x 910T ELEVA710N 88 V FIRE HYDRANT \\ " OD V) 3 i SIGN \ ON / t U71UTY POLE O MANHOLE LIGHT POLE ct) 16 a m M CATCH BASIN o� BIT. PAVEMENT � � GUY WIRE \ 0I r3Q TREES 7,839 S.F. �� G G GASH UNE K FENCE U x 99.09 s S SEWER 0 99. / PROPERTY T T TELEPHONE ax 98.66 w WATER VW8147 99. x CONCRETE pNp� ��. i •p BLOCK \ m C� O GARAGE OVER 0.3' W -''fib 99.7 t L� ` V4 2 a; 0 9.76 � \ � 56.00' .4 97.3 (U �. -- a , 98.97 ----- ELEVATION DATUM IS ASSUMED \ 20` -rn 5, 180 S. F. xg g �9� x 98.8 GRASS x 98.9 98.2 V J %Q 5995 2-18' 8.7 N -- c+� I '0 °� a a 10__ c 8117 ZONING - 81 - BUSINESS NEIGHBORHOOD w 9 0i ,�=99. t4' I wsn_ 98.0 .2 0 w � w - W o m `D PLAN REFERENCES - \ O Q W ONE STORY 3 / CONCRETE BLOCK PLAN BOOK 393 PLAN95 ' / o AND BRICK v x 9 67 m N , / cp 11.0 98.1 PLAN BOOK .�Q3 PLAN 51 -J o D ° o No. 175 m - ° PLAN -236?,/454 CL Q 0 i 10 VENTS 100.33 �. i x 100.08 00.4 OVER o.s' aj i 100.3 ONE STORY DEED REFERENCES - � ONM m / ANDCBRICK RETE BLOCK SOg � '.:52 SMH BIT. PAVEMENT BOOK 15 � ' R=99.96 O` 100,2 100.17 i w / BOOK 15362/524 o o x o 14Q No. 183 W o �, 100.45 Ip 0 No. 183A „' \\ pgl CONCRETE �e % gs BOOK 2922 .��.0 a x 3ro F.F. ELx 1OL68 100.42 q LOL04 1=7 1 3 100.48 100.4 z�a �0gyioLi100.4c 100.20 O - p LIJ m m 100.53 g CD 2.8' Ld t� 100.09 ry 00o 0 0 O. 1 CD CD PUMP BITUMINOUSCONCRETE O ISLAPUMPND O O ISLAND j r r0 ✓� O BIT. PAVEMENT a d- OQ6 Qs ' O 10' 1 UILDING LI E ` FENCE 0 100.70 c o CONCRETE AS DESCR BFJ1N BOK 2369/4 100.07 99,89 0 1010.16 100.15 100.27 L m 100.81 100. t 234.63' .�' g99.05 _ 100,91 100 7 N 99.88 3�0�03 x 100.15 56.00, z 778,20 D.H./S.B. 100. 9 fa Cpl 0 99.48 EMH - E E c F BIT. PAVEMENT �� SIDEWALK 99.28 C E --99,46 E d` - --- ----- `'-- 98.93 - - � 98.81 � - 'lOp �_� 99.518 - - x 100.70 •�j .19 100.13 99.8 gg 98.78 `� x 9113 98.6 61t6'�--- -----7 9 45TC 100.51 9.91 GRANITE CURB 99.43 `, wbac R=100.87s s s \ s s ` 99 sM �, I= 93.2 s R= 0 1=93.8 ,` R=99.37 \ 1=93.0 _--- - .100 EXISTING CONDITIONS PLAN m� UNDERGROUND STRUCTURES AND UTILITIES HAVE BEEN 'o/ ` ` COMPILED FROM AVAILABLE PLANS do RECORDS AND ARE I N SAPMATE. ELEVATIONS SHOWN ARE ED ON FIELD MEASUREMENTS. OTHER UNDERGROUND SALEM , MA AFAYETTE (P U B L I C� V ARI ABLE WIDTH) STR E T � UTILITIIES MAY EXIST WHICH ARE UNKNOWN M THE ` \ UNDERSIGNED. SIZE. LOCATION AND DEPTH OF ALL FOR UNDERGROUND UTIUiIES MUST BE VERIFIED BY THE � 11.05 ` \ APPROPRIATE EXCAVATION.PPPRIEACIES PRIOR M ANY CONSTRUCTON A. L. PRIME ENERGY x 101.39 . x99.99 99.60 O G G GAS G G G DIG-SAFE CALL CENTER 1-888-344-7233 » > W 20' WATER EXACT .00ATION UNKNOWN w w W W SCALE 1 = 10 JANUARY 28, 2010 D D D D R=99.60 LANDMARK LANNING ENGINEERING & SURVEYING, INC. TMH 099.31 SIC>'"0. D 583 CHESTNUT STREET , PPV LYNN, MA 01904 R=99.46 (781)592-7016 SITE: PLAtq w 100'0 DATE: REVISIONS: JOB. NO. 081008 _ __ _ - _ ____� . . , � ------ � --- � � y `sPny r 3 , w R�� '-fo",ee''.. 3 :yv�*,s +a %II �.-,:x z 7.r a� ,:F c a :�'t�»"'� y c� c ?+, " °;�,' W,; >` � ,-Tm °� 5 AYOUB ENGINEERING EXPRESSLY DISCLAIMS ANY RESPONSIBILITY �;. ti _.. G. INSPECTING, OBSERVING, OR SUPERVISING f, } FOR MONITORING. :" ,.*} `.,.'"tc -aC' ne" ', , ' i a, ,� .u,.,'�, v -r '^•�r�r ..� �„^s- 'r'� '{;Y _ 4> , n3 , :, z� ,� , CONSTRUCTION SERVICES. OR THE MEANS, METHODS. SEQUENCES A �3 •"'`= :.1�tadg�S �� 1 «3 AND TECHNIQUES OF CONSTRUCTION OR FOR JOB SITE SAFETY �+ /h' ?�� t "' 5t ' AND PROGRAMS FOR THE PROJECT DEFINED BY THE 4 -e+ . LIQ 4. r ';:t ,. .: a body St r r',p � -'s PLANS FOR MAP 34 '� z' ps r* x:., r ', :,t ;, WHICH THIS CERTIFICATION is AFFIXED. AYOUB HAS NOT BEEN I'' T ��jy� 4 ' x ZA ��( t � � � ". � � RETAINED FOR NOR SHALL IT HAVE ANY CONTROL OVER OR BE 1,111.:: LOT 125 :;kh sh;- ,- =' " IN CHARGE 0 a„ �f . , Qx 4 , 4.+ + ,i FACTS OR OMISSIONS OF ANY CONTRACTOR, :•1.111..: �+ k x t+'J r SUBCONTRACTOR, OTHER AGENTS OR EMPLOYEES OR OF / 5 tial, ;s, ANY / % Q on:.. - ; 'NaebtarSt F:� OTHER PERSONS i2 PALMER STREET REALTY TRUST :fix , r ,, !�. 'u y , n ERSO S PERFORMING PORTIONS OF THE WORK. RAMSEY, QA VID T 7R �` �" " ,a 11C�i Vit; � . � f RAMSEY. JEAN E TR r _t� ?Cts t tL�yt &- c� �s ' i i" , ,' �'IN „�e. t /,7 r �o11 c7 `^” !(},< a; cI h. }z I'Y "{ �. ^"r ''."'p, i`tw.at'.7 c. ",v `T" x �' 't '..tF? vx h S i �+ f £ } 6 �. iso M �., ro ' pl tk �f'. $ Y,.� ?:a 1 a,t sViT� ss A #L�, �zF r `� Shy ? �� rt ;:` ,,, f, `, t .� G "a,>[, . NINE (9) 10 HIGH ARBORVITAE -m co r ' ,. .+ REPLACE EXSTG CHAINLINK - _ -' rg rn k D = ,;,.,r4wh et 5t, r//////////, PER AGREEMENT WITH ABUTTER ,� �< WITH NEW EIGHT FOOT TALL b„ ro ��, r s :. ` WHITE VINYL FLAT AR I WOOD FRAME OPEN DECK AND STAIRWELL( ' p SCREENING FENCE ALONG !____.J St ' ' 5e q �. learviSt t EAST PROP LINEclm��5- 1 -�;.�,x I-_u, , �. 4+`"_�1111i.l "i �y .a.0. fi••£��°,"it, +n ter- x 1,71 2 e " ,' a 3 t {, e1 ? .ax L11 '� 1 i ^rte c4 �".{ '• sp w.v ", ; 6e� (;� NEW FOUNDATION6Zce� ff aam 11 ak r I ► i %p H RETAIN EVERGREEN 'ICY ..,. > . t �,a r, �� ',�-� , ^' .6 LANTiNGS ALONG X: w t„ v GAS.. moi•. .-,: ;.a .. .. -,� ,- ^.' ?` .%' <,,. ,:..�N Ni,K $£ a:. c +ars -'-_. .:...- ,........ 1111 ,. .. 9.{ ....:1 11,11 1,11;1.., Y.- t .5,:k _1111_.., PLANTING A T TOP OF .. Rt ,, ° .r i / NORTH AND EAST _1111 ,..__.. ..._.. ., sy x OF BUILDING 3 SOUTH PROP LINE N NG WALL, TRIM 1 . rh ��{1 11 z gh$r © BACK FROM NEW I (:::11 .' BUILDING �U�EPti M #,�� tL 1 � . F '. '` $B[��C L 0. Y 4 L It } �' 1 y '- 1-11 A J - - .:.fi _ ,"� t-, I. IN 9d`L� 4 �1'.` £.., . M MAP 34 {lm' rl �tt _ a EXISTING WALL SECTION � LOT 124 ALONG SIDEWALK TO BE ;; a o a REMOVE E W EANES, LOLA h 8 , 'ta �� r <}, 0 0 v U U D C STOR 1n.' Q E & PIZZA , :,s ; , � Q cr / �' EANES. RICHARD E '�. h Y i R 5t IQ 1 Q R r 2 V 47.5 x 42 ._. . � .�. _ i, .:: x.,_�� -A�.._N Y_. �',x . . M �.. NEW CONCRETE WALK - 13 7�o// LOCUS MAP 0 ca NEW CONCRETE' WALL ,j MAP 34 ROOFTOP HVAC EQUIPMENT NOT TO SCALE 4 LOCATED IN SW CORNER OF OUTLINE OF PARKING SPACES TO BE USED cn a- : ' LOT 249 FOR SNOW STORAGE DURING HEAVY SNOW 3 w w ROOF AND ENCLOSED WITHIN ZONING INFORMATION LOCKE, LINDA EXTRUDED ALUMINUM LOUVERED EVENTS - SNOW TO BE REMOVIED FROM o a EQUIPMENT SCREENING THE SITE AND PROPERLY DISPOSED WITHIN � N u 0 48 HRS OF THE CONCLUSION OF THE ASSESSOR MAP 34 LOT 126 PARCEL ID 34-0126—OILOT 127 PARCEL ID 34-0127-0 w 0 Z NEW CURB UG TANK VENT O STORM, EACH SPACE PROVIDES' FOR 1.8" ZONE: B1 BUSINESS NEIGHBORHOOD F- Q z I,< cn w d- STORAGE HEIGHT o z � z Q OF SNOWFALL FOR EVERY SIX FT OF a I o RISERS A T O BOOK: 393 PLAN: :95 In z Q U o w o BOOK: 308 PLAN: .51 Z U Z Q o w �n BUILDING CORNER o w � v O EXTEND TRASH ENCLOSURE SCREENING TO PLAN: 2369/454 p � z J a Q Lu 5 f I OVERLAP ABUTTING GARAG BUILDING z o Q l 4 m PETITIONER: A.L. PRIME ENERGY — o N o (n a � . o A13UT�ER sr 319B SALEM ST. WAKEFIELD, MA 01880 N c z a �KADE } b FENCE (781) 246—0201 — ¢ _j o /// "3 ui tri U NEW PIN OAK 4" CALIPER o ~ w o w w W � QZ — Qp = Z o � REQUIRED EXISTING PROPOSED RELIEF REQ. N j5 W o a ¢ w MAP 34 :r NEW TRASH ENCLOSURE WITH 8 FOOT MINIMUM SETBACK: FR.ONT.• � z A U } � Q ,� HIGH FLAT BOARD SME FENCE PALMER STREET c� w '� LOT 248 0 `-' SCREENING 40 GARAGE 26' 5 C-STORE 35 0 0 "� 0 3 Y o SOARES, FLORIEL � I * MAP 34 3' CANOPY 3T m ►v o a � Q SOARES, ALIClA M w LAFAYETTE STREET • 0 4 o N o -j 40' GARAGE 50 94 C-STORE NONE w w LOT 127 RETAIL 30' 22' CANOPY 18' S o w S ' o �-- ;; o _ SIGNORE. SHAWN W - ---- J SIPPOLA-SIGNORE, ANNA S©LITH SIDE: GARAGE O' 3' C-STORE ¢ a Q -- - ' RETAIL 2' 35' CANOPY NONE W I - _ a, REAR: 30' GARAGE 44' 3' C-STORE 2T ^ = ^ ^ �' LOT REQUIREMENTS: MIN. AREA: 14,000 S. 13 019 S.F. 13 019 S.F. 981 S.F. a N Q, \ \ ,n cc ° 2 NEW f 0 DIA. DOUBLEWALL FIBERGLASS \ \ ry ' 8.;0' 8.0' 9.0' TYP. ( . o _ O MIN. LOT WIDTH: o \ rn I; �`- UNDERGROUND STORAGE TANKS (1) 20K ^ ^ � ,n NEW CONC. WALL `\ // GAL. REGULAR & (1) SPLIT COMPARTMENT PALMER STREET 140' 140' 140' NONE 12K GAL. DIESEL/ 8K GAL. SUPER o 0 0 0 0 Q 12K DIESEL_ 8K SUP , 3 EXISTING GARAGE BUILDING -------�----�' LAFAYETTE STREET 140 112 112 28 a Q '¢ Q ¢ Q Q Q `' TO BE REMOVED---- MAP 34 :o NEW CONC. WALL MIIN. FRONTAGE: • o LOT 126 , ---—� PALMER STREET 60' 140' 140' N fn 'r '� �° co °f i NONE 7,839 S.F. / \ � SEVEN (7) 10' HIGH ARBORVITAE LAFAYETTE STREET 60' 112' 112 NONE L J ,� - EXISTING U/G STORAGE a n I TANKS TO BE REMOVED I - , PER AGREEMENT WITH ABUTTER DRIVEWAY DISTANCE TO SIDE 20' 0' O' 20' - 3 ,H � � I Z 7M / y# / BUALDlNG LOT COVERAGE: 40% 25.9X BOTH 15.4% NONE 000 N O 04 00 ' , NEW 72 0' CANOPY \� 20K REG / PUMP ISLAND SETBACK: ;..__. --------- --- �.� PALMER STREET 15' 9� 15' NONE W p O . ! U Ill Z W �l� - - - - � � � � — ' �� - LAFAYETTE STREET 15' 14' 30' NONEQ N MAX DRIVEWAY WIDTH - - MAP 34 PALMER STREET 24' 39'/34' 35' 11' � Z OW !j 2 0 O m LOT 127 PARKING REQUIREMENTS: LAFAYETTE STREET 24' 79' 60' 36' H W f- N m Uj MAP 34 p=„ o I I 5,180 S.F: WI = F- w N _ "0 _ _ _,..., N i RETAIL: 1 SPACE/150 S.F. GFA Z, Z i LOT 247 I e o I �# 0 0,01, EkCCLUDING STORAGE AREA f0 9 10 �1 Q m . O W O 173 LAFAYETIE STREET o S 0Q p 1,4178 S.F. GFA/150 S.F=10 NONE O Z, cd O W n- Z �0 16 r to SALEM LLC w 3 ( I CURRENT REQUIRED W� U U N w ? W 0 W o z r..-_ _. _1111.__. 1. ,..-.. - _111.1. . 1__111._ __ _11.11,. 3.369 S.F. GFA/150 S.F.=23 W F- . i Z 3 W W :_ _ ,.: __ .., o 10 W 24.0' (TYP) _ _,._ I. _.__ --11 11 - . _.., VARIANCE REQUESTED I (L W EVERGREEN SCREENING Z J . W - , i FOURTEEN 14 EACH TEN >- � — — — — — ® .�.�.._+.� ... ---''— �: • ( ) REFERENCE: Q FEET (10') :HIGH ARBORVITAE CITY OF SALEM ZONING ORDINMANCE SEPTEMBER 10, 2009 i L) . AT SIX FOOT SPACING TO 0 3'f1. I EXISTING RETAIL BUILDING CREATED E SCREEN NOTE. �"� O 1. ENS I .: I i 11 TO BE REMOVED ,. �, ROVED BY CITW OF SALEM ZONING BOARD OF APPEALS — n o0 PLAN APP `;J _ " '6 NEW TRASH RECEPTACLE. AMENDED DECISION DATED MAY 12, 2011 0 z EXISTING ISLANDS TO '`� TO BE MAINTAINED ' �'�/ N O O BE REMOVED H � NEAR CORNER OF LOT � Of Q I - .I ` N FENCE W i NEW ID SIGN N � : I FW-Z//"/" CL I NEW PLANTINGS TO TIE TO 2 11:1.1. ., EXISTING HEDGE AT ROW L NEW CURB SIDELINE INTERSECTION w W LL, O cn 0 I 56:oo' ,ea W _ �' �''� 56.00' W Q cfl ce Q w 40.00 � W W EXTEND SIDEWALK CONC -t* NEW HCAP EXTEND CONC � � N 0 � � d ACCESS RAMP SIDEWALK 1� � tom- 0 � Ir 2 Ii r L �-�•4 r co 4 1 1 jNEW CURB z F'71, , — $"?-."EX. U/P e .! 5.,"�e..v OZ.,..);,..) w 0. J 2 F- N U Q 13 O EXISTING 79' DRIVEWAY TO BE MODIFIED TO 60' 10.0' 1. �, ' ' , Hov , W .j 00 W J LL J NEW CURB 0- l M O �/) I� W 0. fY T- W G @' a =LAFAYETTE (PUBLIC — VARIABLE WIDTH) 6 N LLQ STREET � 0P=::, � REFERENCE: PROPERTY LINES AND OTHER TOPOGRAPHIC INFORMATION rn SHOWN ON THIS DRAWING WERE TAKEN FROM A PLAN ENTITLED: *+ EXISTING CONDITIONS PLAN IN SALEM, MA FOR A.L. PRIME ENERGY - SCALE: 1"=10' DATE: JANUARY 28, 2010 PREPARED BY: LANDMARK ENGINEERING & SURVEYING, INC. 583 CHESTNUT STREET LYNN, MA 10 0 10 20 ABUTTING BUILDINGS OUTLINES SHOWN ARE TAKEN FROM THE PROJECT N0. 4169.109 SHEET NO. CITY OF SALEM GIS INFORMATION CAD FILE NO. 4169MPREV7 GRAPHIC SCALE SCALE: 11"=10' DWN. BY: RCD C- 1 • DATE: 4/6/10 REV711/8/11 - —' - - -- ----------7-- AYOUB ENGINEERING EXPRESSLY DISCLAIMS ANY RESPONSIBILITY FOR MONITORING, INSPECTING, OBSERVING, OR SUPERVISING CONSTRUCTION SERVICES, OR THE MEANS, METHODS, SEQUENCES AND TECHNIQUES OF CONSTRUCTION OR FOR JOB SITE SAFETY AND PROGRAMS FOR THE PROJECT DEFINED BY THE PLANS FOR WHICH THIS CERTIFICATION IS AFFIXED. AYOUB HAS NOT BEEN RETAINED FOR NOR SHALL IT HAVE ANY CONTROL OVER OR BE IN CHARGE OF ACTS OR OMISSIONS OF ANY CONTRACTOR. SUBCONTRACTOR, OTHER AGENTS OR EMPLOYEES OR OF ANY j OTHER PERSONS PERFORMING PORTIONS OF THE WORK. d (y) U7 00 0� Lr) l CfVw. Nam m La 9 Li 56.009QQ ,46 o C A \ I \ If 100.30 TOW 99.33 BOW CID ON to u \ NEW C-STORE & f IZZA 1, 995 S.F. 47.5' x 42' x 99.09 9 cr _ x 98,66 / ON / x \ 100.80 TOW N z F.F. = 10.30 \ Z 99.00 BOW 101.30 TOW \ / p 98.00 BOW 0 � L / � o ss f� o ABUTTER STOCKAD U / 7.4 FENCE > W 9 6 97.3 cu w x 98,97 CT" \ I 100.20 Y 100.80 x 98.8 x 989 . 98,2 S x9 ,89 m .0o I HCAP 99.5 \ -� �^ C ON I ' 98.7 I=98.0 0 x to W M 99.70 -- ----�-----� wao °' xR=99.70 9 \ 9e.0 1916 cl (3 1 (E� I - \ Q�9 30 °`YSI� ss.N32 12K DIESEL � �� (C40 0 Q 99.50 /0'- p r' • / ---------------� - � N M 1* IntC f� 0 0O � N M tl� 0 two Is CD 0 / �\ 100.50 TOW 98.00 BOW TANK TOPS AT APPROX 98.1 d'j 100.25 96.50, APPROX 3.5 FT COVER O O 00 K) c\J 00 d" � o o ` , / O r 0 0 In �.� °° .-� 0 100.54 O m 0 100 33 ------------ u w Q x _ - - - - -- - - - - 0"0'8 x34 00,4 M Z n L � K) o U 100. 100.10 1 _ �'r'�1 - w In X F- w m \ 00 '100W I P I.- p � m m m - 100,17 ( 100 W a Z = = I. CL Q> I CO 6 PVC ROOF DRAIN Z � W ►� v \ I (L m F' O tLZ \p 0p / ( 101.25 101.00 100.45 100.10 TOW Z O �_ Y p J ( 100.75 10045 100.50 1O�y,7 33 99.95 I 9 99.60 BOW W W U W i \ W F- 101.68 1 2.8 (�/ 3 x t_L I r� Ol 3 , 101.04 101.17 101 � Z � W O, o W w o 0 -N$ 'i ,10�` 10 �p x 100.4 x 100.5 x 101.12 100. 0 100.70 100.97 100.6 .0b,5 C) 99.60 0 ❑ ' --- -co- - - Z ,o F clllO Lr) o Wco Q o O ti O o �n co o v CD ��o fpo jp0 ,�o F :03z CE w I A r / C5 O INFILTRATION SYSTEM WITH 21 100.07 99.89 L w N Z CD � CULTEC 33OHD CHAMBERS (3 ROWS - � x 7 UNITS EACH). INV IN=97.83 w LL O � O ' � 0,81 --- - -- 100 x1 9°'1 - _- - - SYSTEM BOTTOM AT 95.00 O Y o w I- - a' _ 100 71 56.00' 99,g8� x 100,15 ,� .00" 9 �2 �'- W Q (6 w w a � N 0 -oo- / o _ goo � o c/) z_ ,� w LL WOO 4 w v cl CL w N 1� 100,13- 99,82 S99,58 l 98,78 - - # :,", - , w 00 1 99, 9 000p 5 1r 8.45Tc w' 1�`'', � ¢ Q �" W y. Q 1 9,91 99,43 s � v Q �8C / r ` �.s J ' m w 99 c j toH- R 00,87 \ \ S�T0- (/) 1*,- w n� r 111 -10/ � VJ LAFA �ETTE (PUBLIC VARIABLE WIDTH) S TR IE E T \ \ \ REFERENCE. \� PROPERTY LINES AND OTHER TOPOGRAPHIC INFORMATION \ \ SHOWN ON THIS DRAWING WERE TAKEN FROM A PLAN ENTITLED: \ EXISTING CONDITIONS PLAN IN SALEM, MA FOR A.L. PRIME ENERGY SCALE: 1"=10' DATE: JANUARY 28, 2010 PREPARED BY: LANDMARK ENGINEERING & SURVEYING, INC. 583 CHESTNUT STREET LYNN, MA 10 0 10 20 ABUTTING BUILDINGS OUTLINES SHOWN ARE TAKEN FROM THE PROJECT NO. 4169.109 SHEET NO. CITY OF SALEM GIS INFORMATION CAD FILE N0. 4169MPREV7 DMH GRAPNC SCALE SCALE: 1"=10' D D D DowN. BY: RCD - C-2 ,^ R=99.60 DATE: 4/21/10REV1 9/6/11 AYOUB ENGINEERING EXPRESSLY DISCLAIMS'ANY RESPONSIBILITY FOR MONITORING, INSPECTING, OBSERVING, OR SUPERVISING CONSTRUCTION SERVICES, OR THE MEANS, METHODS, SEQUENCES AND TECHNIQUES OF CONSTRUCTION OR FOR JOB SITE SAFETY AND PROGRAMS FOR THE PROJECT DEFINED BY THE PLANS FOR WHICH THIS CERTIFICATION IS AFFIXED. AYOUB HAS NOT BEEN RETAINED FOR NOR SHALL IT HAVE ANY CONTROL OVER OR BE IN CHARGE OF ACTS OR OMISSIONS OF ANY CONTRACTOR. --�" SUBCONTRACTOR. OTHER AGENTS OR EMPLOYEES OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. NEW ELECTRIC METER I I ' L— ! NEW GAS METER _J x m NEW 1I-I" TYPE K COPPER ' WATER SERVICE FROM 56.00 . MAIN PER WATER DEPT. REQUIREMENTS uo C W W 0 Ile NEW OVERHEAD ELEC. m NEW C—S TORE & PIZZA U SERVICE FROM EXIST. Q POLE TO NEW BLDG T, 9 9 5 S.F. 4 7.5' x 42' m o c N o 91 c_ z f ir \ x- 0 0 0 w \\\ ov a a VAto aeuoy� o N • \ 0j4ABUJTTER STOCKADE U w \ W COco s Y o ;t O 0 \ < LA \ , W - ---- -- � ao o I oo i � s ' ^ W W W W 12K DIESEL——I'____ // C v , �' —DISCONNECT AND ELIMINATE EXSTG sp fpr, WATER SERVICE PER CITY OF SALEM 'P� DPW AND WATER UTILITY RFO,!!RE•MENTS s� / ——————————————` \ N M .r a �c �. ao a, a ^ N M •r �n �c i. ao n 1 W NEW GT-500 OLDCASTLE r,?.-'CAST TOPS AT APPROX:CAST 'P x CONCRETE GREASE TRAP (OR EQUAL) ; 96.50, APPROX 3.5 FT COVER Qo Q / N K) O I) -------------��/ .. I- p O qt o W W Z W Ir� �■ �� U 0 LL U) � L LnU) o m ! F• p I- W 1 X 7- In W 00 p Q \p < Lu QSMH I CO 6" PVC ROOF DRAIN s I W Z m v R= - CL I Q O W p(L ca 10 e Z O F- O 11 W \0 NEW SEWER SERVICE TO W Z I I CONNECT TO EXIST. IN NEW W Ir U � L) � MANHOLE PER SEWER DEPT. W REQUIREMENTS -CONTRACTOR TO CONFFIRM INVERTS PRIOR TO Q X x i o 0 o I CONSTREUC77ON Z W c' EXISTING OVERHEAD WIRES W m l TO BE FREMOVED =- - - - - - - - - - - - - - - = no 00 0 0 _ b' 0 � o o / I I g tfr FENCE W � z INFILTRATION SYSTEM WITH 21 ' z W N z — CULTEC 33OHD CHAMBERS (3 ROWS DISCONNECT AND ELIMINATE — T m x 7 UNITS EACH). INV IN-97.83 EXSTG WATER SERVICE PER CITY ce W N N O SYSTEM BOTTOM AT 95.00 OF SALEM DPW AND WATER 1 O w N 56.00' o x 6.00, UTILITY REQUIREMENTS Il W W d . `t Q: 0 40.00' 14EMH L N O 0 coQ w w E E 1` _ E }�' ' W ... E E � � w E— J X Ei H 0000 �y �„^ a Q ~ 0 0.0 ♦�I/1� Q �� m W 1 '- "� J 00 LL SMH lz < S S S ---5 I=93..0 rn R= a _ ~ Q _ m c Ul y LAFAYETTE (PUBUC — VARIABLE WIDTH) S REE o©W REFERENCE. NEW GAS SERVICE FROM EXISTING GAS PROPERTY LINES AND OTHER TOPOGRAPHIC INFORMATION MAIN TO NEW BUILDING PER GAS CO. SHOWN ON THIS DRAWING WERE TAKEN FROM A PLAN ENTITLED: REQUIREMENTS EXISTING CONDITIONS PLAN IN SALEM, MA FOR A.L. PRIME ENERGY o SCALE: 1"=10' DATE: JANUARY 28, 2010 PREPARED BY: LANDMARK x x x x K x ENGINEERING & SURVEYING, INC. 583 CHESTNUT STREET LYNN, MA ABUTTING BUILDINGS OUTLINES SHOWN ARE TAKEN FROM THE PROJECT NO. 4169.109 SHEET NO. G G G G G G 10 0 10 20 CITY OF SALEM GIS INFORMATION CAD FILE N0. 4169MPREV7 W 20" WATER EXACT��OCATTON UNKNOWN W W W GRAPHIC SCALE SCALE: 1"=l 0, C-3 D D D D DWN. BY. RCD R DATE: 5/24/11 REV1 9/6/11 - AYOUB ENGINEERING EXPRESSLY DISCLAIMS ANY RESPONSIBILITY FOR MONITORING, INSPECTING, OBSERVING, OR SUPERVISING CONSTRUCTION SERVICES, OR THE MEANS, METHODS, SEQUENCES AND TECHNIQUES OF CONSTRUCTION OR FOR JOB SITE SAFETY AND PROGRAMS FOR THE PROJECT' DEFINED BY THE PLANS FOR WHICH THIS CERTIFICATION IS AFFIXED. AYOUB HAS NOT BEEN RETAINED FOR NOR SHALL IT HAVE ANY CONTROL OVER OR BE IN CHARGE OF ACTS OR OMISSIONS OF ANY CONTRACTOR. SUBCONTRACTOR. OTHER AGENTS OR EMPLOYEES OR OF ANY j OTHER PERSONS PERFORMING PORTIONS OF THE WORK. PLANT LIST KEY BOTANICAL NAME COMMON NAME QUAN. SIZE ROOT IC ILEX CRENATA 'COMPACTA' COMPACT JAPANESE HOLLY 12 2'-2 11/2' HT. 2 GAL. TO PJ PIERIS JAPONICA 'DOROTHY WYCOFF' JAPANESE ANDROMEDA 3 2'-2 11/2' HT. 2 GAL. HS HOSTA 'DEVON GREEN' PLANTAINLILY 16 15"-118" HT. 1 GAL. 16 SA SEDUM TELEPHIUM 'AUTUMN JOY' STONECROP 8 12" HT 1 GAL. HS TO THUJA OCCIDENTALIS NIGRA DARK GREEN AMERICAN 30 10' HT: B + B / 3 J ABRBOR VI TAE 0 IC QP QUERCUS PALUSTRIS PIN OAK 1 4" CAIL. B + B �r RETAIN EVERGREEN 3 PLANTING AT TOP OF PJ ` SOUTH PROP LINE $ RETAINING WALL, TRIM A, BACK FROM NEW • BUILDING 4 0 NEW C-STORE & PIZZA 1, 995 S.F. 4 7.5' x 42' Q. LOOSENED GRADE AT MIN. OF 4-(MIN.) SHREDDED CEDAR MULCH 12 AROUND BALL, BACKFILL EARTH SAUCER FOR WATER ��- MIX TO BE COMPOSED OF A THOROUGH MIXTURE OF ONE RETENTION (2-3') a PART PEAT, ONE PART HUMUS # FINISH GRADE o & ONE PART PARENT SOIL CL N � N O Q 9 14 = SYNTHE71C ROPE REMOVED AND Z Ir o IC TO of BURLAP FOLDED 2" BELOW GRADE p o 0 UNDISTURBED SUBGRADE10 lo o Q ABUTTER STOCKADE i PREPARE BACKFILL AS SPECIFIED N Z ' FENCE _ • ~ UNDISTURBED SUBGRADE TO HOLD > w LIIMIT OF BARE ROOT BALL AT NURSERY LEVEL W e e o '�J 1 SHRUB PLANTING DETAIL OP NOT TO SCALE Y bi W O /1 O I I NIO TES: Lu oO OO OO 1.. ALL PLANT MATERIALS ARE TO BE FIRST QUALITY NURSERY STOCK, FREE G FROM DISEASE OR OBJECTIONABLE DISFIGUREMENTS, AND PLANTED IN CONFORMANCE I-- WITH SOUND NURSERY PRACTICE. 12K DIESEL__�I ____ // 2?. ALL NEW TREES ARE TO BE STAKED WITH TWO 6 FT. CEDAR STAKES, a Q GUYED WITH ARBORTAPE. • _—____________ 7 3T'. AREAS SHOWN MULCHED ARE TO BE MULCHED WITH A MINIMUM 4 INCH l 04 M d• a m n m os o � N M •d � son m T /� �� Y Ix TO DEPTH OF SHREDDED HARDWOOD BARK. j / 4. ALL PLANT MATERIALS ARE TO BE GUARANTEED FOR ONE YEAR TO BE IN HEALTHY _ [] ,. AND VIGOROUS CONDITION. IT IS UNDERSTOOD THAT THE OWNER WILL PROVIDE ADEQUATE AND TIMELY CARE DURING THE GUARANTEE PERIOD. N 10 5. ALL PLANTING PITS ARE TO RECEIVE 3 AGRIFORM TABS O I` d' ------ (3-YEAR FERTILIZER) AT TIME OF PLANTING. H- O W W z W S. PLANTS ARRANGED IN CONTINUOUS GROUPING ARE TO HE SET IN MULCHED BEDS. i° MULCH WILL BE A MIN. 4 INCH DEPTH OF SHREDDED HARDWOOD BARK. (g m IL F_ Q NV? — = O U 1 F IL tI1 p 7. ANY TREES OR SHRUBS DISTURBED FOR NEW WORK ARE TO BE ? O 0 i W X PROTECTED AND OR REPLACED. � llW I_ i OLn M I I 8. ALL EXISTING TREES AND SHRUBS INDICATED ON DRAWING W Q W = 0] 2 r- v ARE TO REMAIN UNLESS NOTED. Z z W O E3 0 0 � Z 96 01k, m w � z \0 ° - Y W U W U W W �_ I-_ W W J � 00 Co 0 Q z j FENCE � J 8 z W � N z ^ SA W u_ O (n O Q. 56.00' —x " � Y � W Q w H- W W � � W 56.00 c6 a 40.00' .. _ LLI k1A PI: VIN V) °°°° a U) v J Q o LjA i ca w LLI 0) z Of Q g Ch O to ~ a ti IW rr �' W = ui a (PUBLIC - VARIABLE WDT ) WLAFAYETTE _ 0© ^ ' REFERENCE: E v PROPERTY LINES AND OTHER TOPOGRAPHIC INFORMATION C] SHOWN ON THIS DRAWING WERE TAKEN FROM A PLAN ENTITLED: EXISTING CONDITIONS PLAN IN SALEM, MA FOR A.L. PRIME ENERGY SCALE: 1"=10' DATE: JANUARY 28, 2010 PREPARED BY. LANDMARK ENGINEERING & SURVEYING, INC. 583 CHESTNUT STREET LYNN, MA 10 0 10 20 ABUTTING BUILDINGS OUTLINES SHOWN ARE TAKEN FROM THE PROJECT NO. 4169.109 SHEET NO. CITY OF SALEM GIS INFORMATION CAD FILE N0. 4169MPREV7 GRAPHIC SCALE SCALE: 1"=10' 1 DWN. BY: RCD ■ DATE; 5/23111 REV1 11/8/11 i i I 1.50"-r--f--3.90°-j AYOUB ENGINEERING EXPRESSLY DISCLAIMS ANY RESPONSIBILITY BLADE - 0.081" THICKNESS TYPE FOR MONITORING, INSPECTING, OBSERVING, OR SUPERVISING 6063-T5 EXTRUDED ALUMINUM CONSTRUCTION SERVICES, OR THE MEANS, METHODS, SEQUENCES AND TECHNIQUES OF CONSTRUCTION OR FOR JOB SITE SAFETY FRAME - CONCEALED AND PROGRAMS FOR 'THE PROJECT DEFINED BY THE PLANS FOR 12'-0" CONE PAD THICKNESS TYPE 6063-T5 EXTRUDED WHICH THIS CERTIFICATION IS AFFIXED. AYOUB HAS NOT BEEN ALUMINUM RETAINED FOR NOR SHALL. IT HAVE ANY CONTROL OVER OR BE IN CHARGE OF ACTS OR OMISSIONS OF ANY CONTRACTOR, DESIGNED FOR 100 MPH WIND LOAD SUBCONTRACTOR, OTHER AGENTS OR EMPLOYEES OR OF ANY 8'-0" HIGH VINYL TYPE FENCEOTHER PERSONS PERFORMING PORTIONS OF THE WORK. SIZES 12" WIDE X 12" HIGH UP TO 96"XC LADE (ENTIRE w UNLIMITED SIZE AVAILABLE HEIGHT) W 3" DIA. CONC. FILLED POSTS W/ V DOME TROWELED TOP TO PROTECT N REAR FENCE EXTEND POSTS S-0' 0 0: OPTIONS: ABOVE CONC. PAD. i = HIGHER WND LOAD RATINGS 6" CONC. PAD REINFORCED W/6" �C z X 6" #10 W.W.M. w O ARCHITECTURAL FINISHES oLo afo PROVIDE W EXPANSION JOINT W BRACKETS (AT SUPPORT WHERE PAD BUTS CONC. RET. NOTE: WALL STIFFENER LOCATION ONLY) STRUCTURAL FRAMING TO SUPPORTING STRUCTURE (ROOF DECK, WALLS, CONCRETE PAD, ETC.) BY OTHERS. Z STRUCTURAL FRAMING IS REQUIRED o EVERY 96" OF WIDTH OR HEIGHT TO `I1 i�•'' ° ® A{ •' :: o co MEET 100 MPH WIND LOAD. 1 ,I I I 1 0 o CONC. FOOTING W/ 14 REBARS N kWWTOP AND BOTTOM. 6" COMPACTED GRAVEL BASE r-iso"-� BLADE (ENTIRE I I I I HEIGHT) I I 10" DIA X 3'-0" DEEP CONE LADE SUPPORT L_J L_J L_J BRACKETS (AT FOOTING FOR BUMPER POSTS I I I I i t 0 0 0 0 o O p o FRAME LOCATION v v a SECTION THRU TRASH ENCLOSURE o ; ; ; ; ; ; 60*A•�' I ONLY) a 12'-0" CONE PAD N ; ; ; ; ; ; SECTION VIEW SECTION AND ELEVATION VIEW LJ LJ LJ 8'-0` HIGH VINYL TYPE FENCE SCREENING FENCE ROOF HVAC SCREENING Tir 3" DIA. CONC. FILLED POSTS W/ DOME TROWELED TOP. EXTEND POSTS NOT TO SCALE NOT TO SCALE 3'-0" ABOVE CONC. PAD. •.O - O ; , . . 4" CONC. PAD REINFORCED W/6" ' X 6" 110 W.W.M. (,O z Z O v Q ; • ,• • DISPENSING !BLAND � z PROVIDE 1/2" EXPANSION JOINT W Ld 1.1 v a WHERE CONE SLAB MEETS CURBS, PUMP ISLANDS; OR ANOTHER CONC. V) SLAB. MAINTAIN A MAXIMUM o DISTANCE OF 50'-0" O.C. BETWWEEN z z $ LLJ a JOINTS Lj L ^1 CONCRETE SLAB W/6" X 6` UJ � 16 W.W.M. - o ASPHALT SURFACE COURSE `n o 0 a. 6" ISLAND o N LOADING MAT w 8" TANK - LOADING MAT in . ,. ASPHALT BASE COURSE N oO �p c c BOO o0 I' C:llob l's s SLEEVE IN CONC. PAD FOR Ld KANE BOLT BUILDING EXTERIOR WALL CONE SLAB fill %%% VINYL GATES MOUNTED ON Iii" EXPANSION JOINT z 0 STEEL GATES HINGES OMPACXD GRAVEL " POCK BASE � 0 BASE 4 CONCRETE SLAB W/ w C4 V) CONC, PAVING s 6x6-10/TO W.W.F. lo N w U VARIES—SEE SITE PLAN p N(OT TO SCALE m I" RADIUS SLOPE TO DRAIN ro a co r0 PROPOSED BIT. N OD cavc. PAVEMENT �.x --ax x---` x x � \�� % \��\�� GEOTEXTILE FABRIC O p �� \�� / (IN AREAS w Z Lu o n n e A. , 0 00 0 oa0$ o°0 0. a' a:. 4" 2 ��\ \\\� \\\ �j SUBJECT TO _ � - �j�/� ��\, . • ��\ �� FROST EFFECT) L7 III � f- J r0 - = O PREPARED SUBGRADE \ Z u 0 in O CONCRETE CURB (POURED- 4" COMPACTED � \�/\� /�\�� W ~ p L I X F Lo IN-PLACE) W/DOWELED ,�3 REBAR (70P do BOTTOM) TRASH ENCLOSURE EXPANSION JOINTS @ 24'-0' CONT. AND 13 REBAR (VERT.) GRAVEL BASE � - (� _ � E 00 Q "0 w -- 0.C. MAX @ 3'-0 O.G W O Q W � N m S I� NOT TO SCALE t Ifi" COMPACTED HOLT MIX Z W - O ? f� ROUND ALL EXPOSED Q O — CORNERS (I-RADIUS) WEARING COURSE C) z � 1- m O W O 21�i" COMPACTED HOOT MIX 3" 5' 3" CONIC. SIDEWALK ASPHALT SECTION 0 '1 Y Z '° BITUMINOUS BASE CtOURSE W W U 11 V CI ASPHALTIC CURB !NOT TO SCALE NOT TO SCALE ® ® (MACHINE FORMED) 2 W n Q X ,' �'A1.,4:.r+.,. ..h. t tt:.• a1. •••� . - --- +'ML•,' 4,y Z IL to ---- -- - - _NI ---- -- ------- PLAN VIEW oo° 0\. °°°° ° 00 oo° o o°� °°. °� 00 0 °• ° °° ° 000 °O O O O o 0 0 000 0°O 000 0 000 0°O 6" 6" COMPACTED CRUSHED 6" COMPACTED BANK RUN GRAVEL BASE GRAVEL BASE CURBING CONCRETE' CLEANI-OUT BOX WITH METAL FRAWE AND FINISH GRADE BIT. PAVEMENT -- COVER FOR INSPI£CTION O NOT TO SCALE 6" SCHED-40 PWC RISER (ELEVATION VARIES) co (TYPICAL) FINISH GRADE VARIES c:) N Z BRACKET WELDED TO POLE — O 18 MIN. 85% COMPACTED FILL O t` W Yr 2 DIA. ROK fY R BROKEN VE TICAL ,:��' `:. Lt.. � :4 :: a STONES J ;,t:. A R GRANITE CURB D SURFACE N P —► S S CE A D SLOPE VARIES ARI ':'• III* N COURSE 14 WEARING COU W t CULTS 4 0 FILTER F '•:� C LTE FABRIC A A RC R N OU D TOP AN t AS R DSDEOF STONE = PROPOSED BIT. 214" BASE COURSE ',," W O _t P M W CONIC. AVE ENT •;' N Q v . W 0 o p° - ':'• _ TOP OF SYSTEM _ W O C � , o0° W Q> 6 G N W REFER TO LIGHTING °0 00 °; 0 0°� I.J. oro 00 �� OooQ) o o " " " ^ ~ >- % D oc EDGE OF EXCAVATION ICS > ,t W ° o ° °° o . ,g o ° 6" COMPACTED CRUSHED o Q MANUFACTURER'S SHOP p o0 g o��0 0°� °p O o0 8 0 ° GRAVEL BASE " , 1 hr -2 DIA. BROKEN STONES a •- U J 211 DIA. HAND HOLE °° °° 4-101 O LL DRA WINGS FOR SIZE OF o ° FOOTING, AND BASE PLATE 16" (MIN.) ° g o g o o P.O. oo°0 0 O ° `O RECHARGER 330HD BED W ,� .�.� 7 W AND ANCHOR BOLT LAYOUT O o0 ° ° ° °° OO ° cO p o° 6" COMPACTED BANK RUN iv p ' a J O r f'� Lo W ANCHOR BOLT ° 0 p o w°O ° o 0 p o p�o GRAVEL BASE cl .N INLET j �o°°O Oo gop°o iv BASE PLATE �, °,o g o�� g° ' BOTTOM OF UNITS O CONCRETE FOUNDATION o 0 ° °0 0 6" STONE SEPARATION � � PROJECTION NOTE: STREET CURBING IN RIGHT OF WAY o M MUST BE INSTALLED TAW CITY 0 4 � BETWEEN ROWS i2" STONE BASE , GRADE COMPACTED SALEM DPW AND ENGINEER'S OFFICE 4'-4" ° 6" Q 1'-0w SUBGRADE REQUIREMENTS " j� 1 -6- 3" 6" COMPACTED (CRUSHED _ BOTTOM OF SYSTEM FRONT ELEVA TIO SIDE ELEVATION (MIN.) GRAVEL BORRROW (NHDOT 304.13) NOTE: SEE LIGHTING PLAN FOR NUMBER AND LOCATION YARD LIGHT AND HEIGHT OF FIXTURES GRANITE CURBING TYPICAL CUL TEC CHAMBERS 'F `,,'�4 . PROJECT NO. 4169.109 SHEET No. NOT TO SCALE CAD FILE NO. 4169, CS - NOT ro SCALE 330HD CULTEC CHAMBERS (RATED FOR H-20 LOADING) F� �� ,; � , ,+�� NOT To SCALE (SEE SITE PLAN) �. " ,c SCALE AS NOTED -. DWN. BY: AC SD- 1 DATE: 5/24/11 REV2 11/8111 i _ � AYOUB ENGINEERING EXPRESSLY DISCLAIMS ANY RESPONSIBILITY FOR MONITORING, INSPECTING, OBSERVING. OR SUPERVISING CONSTRUCTION SERVICES, OR THE MEANS, METHODS, SEQUENCES AND TECHNIQUES OF CONSTRUCTION OR FOR JOB SITE SAFETY AND PROGRAMS FOR THE PROJECT DEFINED BY THE PLANS FOR WHICH THIS CERTIFICATION IS AFFIXED. AYOUB HAS NOT BEEN RETAINED FOR NOR SHALL IT HAVE ANY CONTROL OVER OR BE IN CHARGE OF ACTS OR OMISSIONS OF ANY CONTRACTOR, { SUBCONTRACTOR. OTHER AGENTS OR EMPLOYEES OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. MAP 34 LOT 125 NAWDu►A[l!7!sm7rr REwtrr must se%amIw NOW Howe GKN 9M AID SrAIR M PROPOSED SIGNAGE LOr 124 NEW C—STORE & PIZZAemn IMARK DESCRIPTION SIZE AREA QUAN. SQUARE FT. INT. ILLUM'D. REMARKS 1,995 S.F. 47.5' x 42' la I.D. SIGN 7'-0" x 9'-0" 63.0 S.F. 1 63.0 S.F. YES PROPOSED W 34 L012'0 NEW I© CONVENIENCE STORE BANNER SIGN 5'-6 1/2" x 3'-2" 17.5 S.F. 2 35.0 S.F. YES PROPOSED LOM UVA BANNER g C ROUND CONVENIENCE STORE WALL SIGN 4'-0" DIAM. 12.5 S.F. 1 12.5 S.F. YES PROPOSED � SIGN � � � r © ----+------ g ❑D CANOPY SIGN 6'-10 3/4" x Z'-7" (IRREG.) 17.8 S.F. 3 53.4 S.F. NO PROPOSED � C TOTAL PROPOSED SIGNAGE: 163.9 S.F. MAP N tar 24D �� MAP lOARfi AUOA M � LOT 1?7 n W W 1 srwa' X9#Q AWM 6d Rd R rim ROUND BUILDING j No w WALL SIGN « ee / Z v) W 0'CANC" \ sac my W 72O vo 13U MAP 34 N Q W MAP 34 LOr 127 — N LOT ue Alm S!. Q MAP 34 ?AM 3f. LOT 247 r71� ( W uc •l NEW 5 Y W CANOPYa z SIGN Q 0 Ewsnnrc srcN TO BE NEW CANOPY � CL REPLACED WITH NEW 3t SIGN I.D. & PRICE SIGN d co o � 40.40. YELLOW FLAT FASIA Rd . d 4d Q DOff„ n. EMSIM 7r ORIKWAY TO K MOMED TO Iad (-J �' fr 0 N a0 O, O N e0) d iA to N00 L� LAFAYETTE wm- II STREET °— – to e D 00 20 0 20 40 ON co 0 O Io Ln1� o cV O SI TE LA YT GRAPHIC SCALE O Energy v Q 4 � _ 0 SCALE: 1 "=20' Z n p U) 2 Lo Lo (f) 0 w o ICC) o Z Lo W n Q W -r m = � �j�0 CSC BLUE LETTERING Q o ELM o w o O 66 Ir wj (LZC Z o � Y W UIt v a W F- Z W X 0 63 S.F. OF SIGN z Lu i SPACE b- CN 0 CANOPY SIGN SCALE: 318"=I'-O" z o Q I > .-.� Lo V N z nL/ w O o v, n LW � W H- ' a F � o to 0:❑ 0 W � O a ccw W U NQ Q u- ^ H W >- W Energy D_ Y c0 U If O M O � � 0) - F- V 0- O U) ti w o: v W rV z FA-1 PROPOSED I.D. SIGN [ EJ BUILDING SIGNS <C N (D SCALE: 3/8"=1'-0" SCALE. 3/8"=1'-0" V) PROJECT NO. 41169.109 SHEET NO. CAD FILE N0. 4169 SG-1 sCALE: AS (NOTED OWN. BY: AC SG- 1 �` DATE: 5/24/11 REV111/8/11 AYOUB ENGINEERING EXPRESSLY DISCLAIMS ANY RESPONSIBILITY FOR MONITORING, INSPECTING, OBSERVING, OR SUPERVISING CONSTRUCTION SERVICES, OR THE MEANS, METHODS, SEQUENCES AND TECHNIQUES OF CONSTRUCTION OR FOR JOB SITE SAFETY AND PROGRAMS FOR THE PROJECT DEFINED BY THE PLANS FOR WHICH THIS CERTIFICATION IS AFFIXED. AYOUB HAS NOT BEEN RETAINED FOR NOR SHALL IT HAVE ANY CONTROL OVER OR BE IN CHARGE OF ACTS OR OMISSIONS OF ANY CONTRACTOR, GENERAL NOTES SUBCONTRACTOR, OTHER AGENTS OR EMPLOYEES OR OF ANY 1. THIS UNDERGROUND TANK INSTALLATION SHALL COMPLY WITH ALL APPLICABLE OTHER PERSONS PERFORMING POR'T'IONS OF THE WORK. REGULATIONS AND ALL REQUIREMENTS OF FEDERAL, STATE, AND LOCAL CODES INCLUDING, BUT NOT LIMITED TO MASSACHUSETTS 527 CMR 9.00, TANKS AND CONTAINERS AS WELL AS ALL APPROVALS AND CONDITIONS OF APPROVALS FROM CITY OF SALEM BOARDS AND CONDITIONS AND ANY DEPARTMENTAL PERMITS. 2. THE CONTRACTOR WILL BE RESPONSIBLE FOR UST INSTALLATION PERMITS FROM THE LOCAL FIRE MARSHALS OFFICE AND ELECTRICAL/MECHANICAL PERMITS FORM THE LOCAL BUILDING DEPARTMENT AND ALL ASSOCIATED TESTING & INSPECTION REQUIREMENTS. I 3. THE CONTRACTOR SHALL CONTACT DIG-SAFE PRIOR TO ANY CONSTRUCTION EXCAVATION. 4. THE CONTRACTOR SHALL FIELD VERIFY THE FOLLOWING ITEMS PRIOR TO CONSTRUCTION: A. LOCATION OF STRUCTURES, BUILDINGS, AND DRIVEWAYS DEPICTED ON THE PLAN. 56.00' B. LOCATIONS, SIZES, AND DEPTHS OF EXISTING UNDERGROUND UTILITIES, PIPING, STRUCTURES, TANKS, ETC... C. ALL EXISTING AND PROPOSED CRITICAL ELEVATIONS. ° 5.. WHERE CONFLICTS ARISE BETWEEN THE FIELD CONDITIONS VERIFIED AND PROPOSED CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUANCE OF WORK. VEEDER ROOT 6. THE CONTRACTOR SHALL ACCERTAIN WHETHER DEWATERING WILL BE REQUIRED FOR THIS TANK MONITORING PROJECT. A PERMIT MAY BE REQUIRED FOR THE TEMPORARY DISCHARGE OF • CONSOLE LOCATE GROUNDWATER. THE CONTRACTOR SHALL OBTAIN ANY REQUIRED PERMITS PRIOR TO IN BUILDING PROCEEDING. 1 7. FOLLOW SAFETY PRECAUTIONS DUE TO SAFETY HAZARDS CREATED BY AIR TESTING, NEW C-S TORE & PIZZA FAILURE OF TANKS OR PIPING UNDER AIR TEST MAY CAUSE SEVERE PERSONAL INJURY OR DEATH. TESTING IS DONE ENTIRELY AT THE RISK OF THE CONTRACTOR, AYOUB 1, 995 S.F. ENGINEERING IS NOT RESPONSIBLE FOR ANY RESULTING INJURY OR PERSONAL PROPERTY 4 7.5' x 42' 8. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY CODES AND --------�- REGULATIONS, INCLUDING OSHA STANDARDS REGARDING EXCAVATION. SHEET PILE SHORING SHALL BE INSTALLED IN ALL CASES WHERE DISTANCES BETWEEN BUILDINGS, SVREET LINES, CANOPIES, SIGNS, ISDS SYSTEMS, OR OTHER SUCH ITEMS, IS LESS THAN 10'. SHEET PILE SHORING SHALL ALSO BE REQUIRED WHERE SOIL MATERIALS AND CONDITIONS ARE SUCH THAT SOIL STABILIZATION DURING EXCAVATION AND TANK INISTALLATION IS DETERMINED BY THE OWNER'S ENGINEER TO BE CRITICAL WITH RESPECT ATTENDANT AREA 2" VENT 0 0 TO CONSTITUTING A DANGER TO EXISTING STRUCTURES OR PERSONS. WITH EMERGENCY o RISER 9. THHE MANUFACTURERS TESTING RECOMMENDATIONS AND CHECKLISTS SHALL BE USED STOP FOR ALL 3" VENT t DWRING THE INSTALLATION OF THIS FACILITY. FOLLOW ALL MFGR INSTALLATION N o GWIDELINES AND REQUIREMENTS FOR EQUIPMENT HANDLING, INSTALLATION, STARTUP Z FUEL DISPENSERS ; RISER Alt`tD TESTING. - AND PUMPS tr----------- ------------- O u W 10. ALLL TANKS MUST BE RETESTED PRIOR TO INSTALLATION IN ORDER TO VERIFY THE - o j AEBSENCE OF SHIPPING AND HANDLING DAMAGE. THE TESTER IS RESPONSIBLE FOR N o ABUTTER 3rOCKADE VERIFYING THAT ALL OF THE TEST EQUIPMENT IS IN GOOD WORKING CONDITION, AND IS a FENCE PFROPERLY CONFIGURED AND CALIBRATED. ` I ; W 11. PIIPING WILL BE TESTED PRIOR TO BACKFILL IAW MFGR RECOMMENDED PROCEDURES, w TEST PRESSURES AND DURATIONS. REFER TO MOST CURRENT PIPE MANUFACTURER ¢� 3" VENT 1NISTALLATION MANUAL, LINE-_x 12. STAGE I AND STAGE 11 VAPOR RECOVERY WILL BE INSTALLED IN ACCORDANCE WITH z 2" VENT MASS DEPT REQUIREMENTS, CONDUCT ALL NECESSARY TESTING AND CERTIFICATIONS. Q LINE '' 10 I...� O o 8K SUPERCo _ o •�, O O + BED AND BACKFILL MATERIAL NOTE: 1F MFGR SPECS DIFFER USE MFGR SPECS INSTEAD OF FOLLOWING � 1. GFRAVEL: STANDARD BED AND BACKFILL MATERIAL SHOULD BE A NATURALLY ROUNDED AGGREGATE, ( � 12K DIESEL �. / ,� CLLEAN AND FREE-FLOWING, WITH PARTICLE SIZES NOT LESS THAN 1/8" NOR MORE THAN 3/4" IN �j a L/ / --- - -""�' DIIAMETER AND CONTAINING NO MORE THAN 59p (VOLUME) FINES PASSING THROUGH A #8 SIEVE. THIS CL INTERSTITIAL _ .- .- . IS COMMONLY KNOWN AS ASTM C-33 PEA GRA-v L BUT MAY HAVE OTHER DESIGNATIONS - -_^ DIEPENDING UPON LOCAL AREA CUSTOMS. •- N M t a co r• ao os o cm e� .t o ID n co • MONITOR �� ? - �� 2. STONE OR GRAVEL CRUSHINGS. STONE OR GRAVEL CRUSHINGS WITH ANGULAR PARTICLE SIZE NOT r w LESS THAN 1/8" OR MORE THAN 1/2" IN DIAMETER, WASHED AND FREE-FLOWING, IS ACCEPTABLE NEW 8" REINF CONCRETE I O U AS AN ALTERNATE MATERIAL. THIS MATERIAL MUST MEET ASTM C-33 PARAGRAPH 9.1 - REQUIREMENTS LIMITS ON FINES CONTENT AND FOR SOUNDNESS AND QUALITY. OVERHEAD MAT OVER TANKS, MIN I / co CANOPY TWO FEET BEYOND TANKS 3. CMUTION: IN FREEZING CONDITIONS, BACKFILL MUST BE DRY AND FREE OF ICE DO NOT USE N co IN ALL DIRECTIONS �� _-20K REG _ ^_ _,� OTIHER BACKFILL MATERIALS. IN AREAS WHERE SPECIFIED MATERIALS ARE NOT AVAILABLE, 0 --�•- CONTACT THE SHELL ENGINEER FOR INSTRUCTIGIvS. DO NOT ALLOW BACKFILL MATERIAL TO INTERMIX W 0 O W11TH ANY EXCAVATED SOIL AT THE SITE IF PI'SSHOULD OCCUR, MECHANICAL COMPAC710N OF Z W N WE BACKFILL WILL BE REQUIRED. THE MINIMUM PARTICLE SIZE OF 1/8" (NO. 6 SIEVE) IS CRITICAL U Ly Q IO � � - (� I - FOR "SELF-COMPACTING" BACKFILL Z O � O - cL 2" VAPOR 3" VAPOR I NCILUD S STP,ATG, FILL W = 1. w 0Lo m Q �O 0- I AND VAPOR RISERS AND Wu Q w r N = v +�+ —r —. —v —r —+ —. —v • —v —v —• + —r —. —r —v —r SUMAP SENSOR (TYP) _ - -r Z o W I LU 0 g g '� EL m Q- z � Z w � W of o �/ UL-9171 DW W U Y w L.J._ PRODIUCT LINE i W I o o I o 3 X W CANOPY COLUMN (TYP) CONCRETE FILLED STEEL W C W DISPENSING ISLAND TIP DIESEL J � - - - - - - - - - - - - - - -= AT THIS DISPENSER LOCATION o ❑ z U-SHAPED >- co o OUTLINE OF CONCRETE DISPENSING AREA BUMPER POSTS 6" REINF CONCRETE PAVING - SEE (Do APPROVED FIRE SUPPRESSION PLAN FOR REQUIRED MIN/MAX DIMENSIONS AND :0) z LOCATION OF PLB PERIMETER GROOVES FENCE W Q ZJ W N Z 0: W wN (f) O 4 CL 56.00' o x 0 W Q � Ld w - 56.00 Q W -00 S' N D � 0_ V c/) cl) z Oo Q w W V i� A--l\ T` W ~ V) noc° a. Q Q W W w0 0 /" a U m Q o CL w � m w . � �, < 06 Ir th Lr) ~ a. O I` w D: r" a. W z a N Q LAFAYETTE (PUBLIC — VARIABLE WIDTH) STREET16, �-- REFERENCE: �Lj,; PROPERTY LINES AND OTHER TOPOGRAPHIC INFORMATION SHOWN ON THIS DRAWING WERE TAKEN FROM A PLAN ENTITLED: `L\1 i r�E- . , s_ EXISTING CONDITIONS PLAN IN SALEM MA FOR A.L. PRIME ENERGY SCALE: 1"=10' DATE: JANUARY 28, 2010 PREPARED BY. LANDMARK ENGINEERING & SURVEYING, INC. 583 CHESTNUT STREET LYNN, MA 10 0 10 20 ry ABUTTING BUILDINGS OUTLINES SHOWN ARE TAKEN FROM THE PROJECT N0. 4169.109 SHEET NO. - CITY OF SALEM GIS INFORMATION CAD FILE NO. 4169A\APREV7 GRAPHIC SCALE SCALE: 1"=10)' DWN. BY: AC TK- 1 DATE: 5/13/111 REV1 9/6111 AYOUB ENGINEERING EXPRESSLY DISCLAIMS ANY RESPONSIBILITY FOR MONITORING, INSPECTING, OBSERVING, OR SUPERVISING CONSTRUCTION SERVICES, OR THE MEANS, METHODS, SEQUENCES AND TECHNIQUES OF CONSTRUCTION OR FOR JOB SITE SAFETY AND PROGRAMS FOR THE PROJECT DEFINED BY THE PLANS FOR WHICH THS CERTIFICATION IS AFFIXED. AYOUB HAS NOT BEEN RETAINED FOR NOR SHALL R HAVE ANY CONTROL OVER OR BE IN CHARGE OF ACTS OR OMISSIONS OF ANY CONTRACTOR, SUBCONTRACTOR, OTHER AGENTS OR EMPLOYEES OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. IFIBRELITE H-20 RATED MANHOLE COYER MANHOLES CROWNED TO SPILL CONTAINMENT FILL PREVENT WATER BUCKETS AT EAICH FILL INFILTRATION .t..,..,..,.,:..ti,.• ,.,. . ..s,`s s.,,. ...,_ . . :.. •�. i.... . .. .5 FILL RESER 2=0'M►N STAGE ONE RISER t & NEW FIBERGLASS STP SUMP VEEDER ROOT SUMP x SENSOR UL-971 DW PIPE SLOPED VEEDER ROOT DUAL '� TO STP SUMP FLOAT WET INTERSTITIAL UL-971 VAPOR 3'-D" MIN SENSOR PIPING 2'-0" MIN 2'-0" MIN z SHORE PER OSHA HYDROSTATIC WET 360'DOUBLEWALL FIBERGLASS CODE ANNULAR FG SUMP COLLAR VAPOR UNDERGROUND STORAGE TANK 12" BONDED TO TANK EXTRACTOR PEAGRAVEL I I I PEAGRAVEL I I I i STP PIPING OPW 6150 OVERFILL DEVICE SET TO NATURAL SOIL } NEW DOUBLE WALL NEW DOL/BLE WALL NATURAL SOIL INSTALL FIBERGLASS HOLD I NOTE I I COMPLETELY SHUT OFF m FIBERGLASS TANK FIBERGLASS TANK AT AREAS MARKED ONDOWN STRAPS OVERANKS TANKS I TANK FGR SHOP DWGSTAW FITTINGS AREEFOR ACTUAL I I TO AT 95X ' 36' ONLY(TYP. 4 PLACES) FITTING AND TANK STRAP LOCATIONS AS 36• µ1N REFER TO MFG TANK DWGS—.. I WELL AS TANK DIMENSIONS CLAP WRE-,,*,\ PROPERLY PROPERLY TURNBUCKLE RATED RATED TURNBUCKLE i CUT AT 45'ANGLE 4'MIN.-6' MAX TO BOTTOM OF TANK i'MIN .�• .�..�• .�. 'fit .(•t.t:.•:•!• �! •: � e♦ • •'•• •• •• .N. ! '•,ftj �[•••1•i; c� a •�. a �� :•fi::•'•: vt ..-' �• 't.•• 'y• �__ f. .i.• •t•'•��• •�• •! r.b••• •wr;._�j f. •� .��. ♦"•.. •.Lim •l' 'gyp"�• 1d"/•�.�''f• '• l.••�•• •{' w.7+..•�;• ,:•.• 'r• 'r� :: •i.. . 1r;• •;� !�'.? Y.., rl,^,.e !. . a' '�•`+'!'i.: •J •f•� A� .j� { N z PEAS7ONE BACKFILL LAW MFGRS SPECIFICATIONS Z SHADED AREAS SHOW WHERE PEAGRAVEL OR APPROVED) ALTERNATE BACKFILL MATERIAL WILL NOT CONCRETE DEADMAN EXTEND ONE — LINE EXCAVATION FLOW AND COMPACT NATURALLY UNDER TANKS. BACKFILL MUST BE WORKED INTO VOIDS UNDER FOOT BEYOND TANK EA DIREC71ON O SHADED AREAS SHOW WHERE PEA GRAVEL OR APPROVED ALTERNATE WITH FILTER FABRIC SIDES AND ENDCAPS FOR APPROXIMATELY THE FIRST 118' TO 24. OF FILL ABOVE THE BASE LAYER. LIME EXCAVATION WITH FILTER FABRIC p BACK FILL MATERIAL WILL NOT FLOW AND COMPACT NATURALLY UNDER TO INSURE PROPER BEDDING OF THIS CRITICAL AREA, PUSH A POLE OR SHOVEL. HANDLE THROUGH TANKS. BACK FILL MUST BE WORKED INTO VOIDS UNDER SIDES AND DEADMAN THE BACKFNL AT A 45 DEGREE ANGLE AT 18' INTERVALS AND ROTATE TO WORK THE MATERIAL cn ENDCAPS FOR APPROXIMATELY THE FIRST 18" TO 24" OF FILL ABOVE THE BASE LAYER. TO INSURE PROPER BEDDING OF THIS CRITICAL AREA, PUSH A POLE OR SHOVEL HANDLE THROUGH THE BACK FILL AT A 45 DEGREE ANGLE AT 18" INTERVALS AND ROTATE TO WORK THE MATERIAL W TANK CROSS SECTION TANK SECTION (TYPICAL) NOT TO SCALE NOT TO SCALE TORP OF RISER TTERS7171AL SPACE TOP OF TAWS " N M w O !D n OD 01 O N M Iff to n !n 0.r �- r r r r r FIBRELITE FILL COVER 'U'BOLTS (TVP) SJ 140 ANK INRNER CO 10 DOUIBLE POPPET FIBRELITE MUL77PORT MANHOLE WALL. (V CO SHEAR VALVE COVER do FRAME ASSBLY z O 1`0 NNWFIBRELITE VAP0 COVER ../ Z O (NOT REQUIRED ON DIESEL) FRP ELBOW ac BF11 x SPIGOT W Z � W W •t#;. •�,�•:��' THREADED ADAPTER (TVP) _ DISPENSING ISLAND -`"�. •: . ' o 'f'.:; ��' t: H (y F- V) K) =Lr) O _ 3" GASOLINE VENT UNEron ^-':'::�•, •1, •,:r; ';;`'; 'S �� VENT RISER (TVP) 2'DIESEL VENT LINE(IF APPLICABLE) Z W _ LlfCL 7 �.e••. W I X "''.et'..�4M+•�;1•';.�.f.,;,�,•'a: '�:;:i;.:f"'.�',.t'.'4r'r:•! ® e � SET OVERFILL 6'x0'ABOVE GR0 S SET N CONCTS•R TE PROTRUDING W E- W LL p � � � ® MANUFACTURER'SDEVICE PER PLAN VIEW FREESTANDING VENT RISERS � W v Q LU � m = SPILL CONTAINMENT DRAIN (Yl •0 • W O CONCRETE VALVE INSTRUCTIONS AND AT MAX Z Q fy o W 1 0 IL DISPENSING AREA 95% TANK CAPACITY PAVING FIBRELITE 2' OPEN VENT CAP 3" STAGE I P/V VENT CAP Z O W C- Z \0 It CORBEL O — Y TESTABLE SECONDARY STP MOUNTED LINE W W U W TERMINATION FITTING LEAK DETECTOR. W I- I- VEEDER ROOT SUMP Z 3 W UL-971 DW PIPE SLOPED SENSOR SUBMERSIBLE m Q X TO MONITORED SUMP IAW 45'CUTE W a" MASS REQS TURBINE PUMP (STP) Z wNEW DISPENSER SUMP STEP• WEAR pLA� UNDER EACH DISPENSER •• TANK INNER wALL SET PROP TUBE 6' ►AW MASS KEGS STEEL VENT RISM FLEXING EZFIT 2" ;o OFF BOTTOM OF TANK PAINTED (GASOLINE) w STAINLESS FLEX FITTING 2' STEEL VENT RISER, PAINTED o (DIESEL) V U-Bar(TYP) DISPENSER SUMP CROSS SECTION COVERA"WAY OVERFILL SHUTOFF Cn NOT TO SCALE FIBERGLASS NOT TO SCALE � ---j STP SUMP INSTALL THREADED TEST NIPPLE AND PWG AT O CC) MFGR INSTALLED SUMP 48' ALL GAS VENTS i n _� ® COLLAR (n t..� I � f3 REBAR /4 KEBABS 10 ON CENTER (2 SEPARATE MATS) STEEL SUPPORT PIPE (D Q zr 4" ASPHALT DW FG TANK BOTH DFEMM TYPICAL ON le=M 1/2'CROWN 0: Q N0 IN LOWER TFfILD ru�Nc 2" 8' CONC SLAB 0 W W w OF STAB STEEL CHANNEL 1° LL (� W Q j. — �' . 44. IRON SUPPORT J � d 8 MIL (MIN) FTS ' I CONCRETE FOOTINGA Z Lu 0 4• '.' ' II I ! SHEET BETWEENPOLYETHYLENOVERLAP MAT AND BARS W LL p o U) �, f•� VAPOR PIPING 3" SW l WATERTIGHT BACKFILL AND BY 12" MIN ALL EDGES W Y 0 Q �W 0 " ENTRY FITTINGS CONC SLAB z 18 COVER PREFERRED FOR ALL z ,• `• NUPI 2 SMAR711EX I I i HDPE PRIMARY VEEDER ROOT 4-5 DESIGN NOMINAL " F ( ) TANK 4�0" MINIMUM I FINISH GRADE < (O 2 (n z 7'_0' MAXIMUM ( ( I I � ' W PIPING. INSURE ALL PIPING MEETS ao SUMP SENSOR UL-971 DW PIPING FOR N i ' , La MFGR MIN COVER REQUIREMENTS 3 NUPI SMARTPLEX � Q . .-. W >" CL HDPE SECONDARY ALL PRODUCT LINESO F'- U p MAINTAIN 2' SEPARATION ALUMINUM TUBE LL I I "' I W n/ 0o0 W LL BETWEEN ALL PIPE RUNS (,L 4' SO #BO EBVS 10 ON CENTER U U Of ^ L!D H WAYS) IN ' L.L. J O � (�. W TAW fLE(CTRONIC / UPPER THIRD OF SLAB a• Q 2 FOVERFILL LAPPER -T+ 4. \ Al2-, MI DOUBLE 90*ELBOW ■ U) a r W PRE-GRADED PEA GRAVEL BED. 4 VALVE 8' 48' DIA FRP 'SUMP ■ 0) _ SLOPE MIN 1/8" PER FOOT TOWARD r (n z M TANKS (SEE BACKFILL NOTE) I _ 36' DIA ACCESS BOX A8LL�PONENTS ABOVE GROUND LEVEL SHALL 8E PAINTED PER PAINT SPECIFICATIONS. VENT RISERS TO EXTEND A MINIMUM OF 12'ABOVE GRADE WHEN LOCATED IN REMOTE AREA OR A MINIMUM OF 18" ABOVE NEAREST ROOF LINE IF ATTACHED TO BUILDING. VENT LINES SHALL SLOPE 8' X 8' REINFORCEMENT MATS OVER ALL TANK SUMPS DOWN M'PER FT MINIMUM TO TANKS, VENT LINES SHALL BE LOCATED A MINIMUM OF 4' BEHIND 6' MIN. 4" MIN. 4" MIN. 6" MIN. CURBS AND PROTECTED BY BOLLARDS FROM VEHICLES AND SNOW PLOWS. TRENCH DETAIL TYPICAL TANK STP SUMP SECTION CONCRETE SLAB REINFORCEMENT FREE STANDING VENT SECTION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE PROJECT No, 4169.109 SHEET NO, cAD FILE No. 4169MP sem: AS NOTED TK-2 D". BY: AC DAM5113/11 L• At,' , i I AYO GINEERING ANY UJEXPRESSLY DISCLAIMS � ugSELF SERVICE ISLAND FOR MONITORING, INSPECTING, OBSERVING, SUPERVISING CONSTRUCTION SERVICES, OR THE MEANS, METHODS, SEQUENCES AND TECHNIQUES OF CONSTRUCTION OR FOR JOB SITE SAFETY AND MWHITE LETTERS ON IN. 1" IN HEIGHT PROGRAMS FOR THE PROJECT DEFINED BY THE PLANS FOR WHICH RED BACKGROUND THIS CERTIFICATION IS AFFIXED. AYOUB HAS NOT BEEN RETAINED CANOPY DECK)MAY BE INSTALLED ON TOP OF 4 FOR NOR SHALL IT HAVE ANY CONTROL OVER OR BE IN CHARGE R IB��AND �TO OMPMB!O F'ORiABE C01RAF8i8 OF ACTS OR OMISSIONS OF ANY CONTRACTOR, SUBCONTRACTOR, TYPICAL.MAIN ISLAND NO F1<IL 5 � FUSOLM M� MIN. 1/2" IN HEIGHT OTHER AGENTS OR EMPLOYEES OR OF ANY OTHER PERSONS PROTECTION SYSTEM N OR ON A 1101 YEHME OR TIII RED LETTERS ON PERFORMING PORTIONS OF THE WORK. K=CWA M ON 6FAW FLUN& WHITE BACKGROUND I L BY CM CR STATE FM MAFAM LEGEND SIGN SPECIFICATIONS 17 —7 1DIMENSIONS: 12"X16" O 190' AUTOMATIC THERMOSTAT (SEE NOTE 10). 16 SAFETY BARRICADE/ BUMPER I ; 1 ; I 1 COLOR: WHITE BACKGROUND W/ RED MASKING O THE STATE FIRE MARSHAL REQUIRES CCN 17 LIGHTING WITHIN SELF SERVE DISPENSING AREA j' 6 2 '� C3�ERAGE ON ALL FUELING POSITfONS (SEE NOTE 18 CONCRETE MAT (AS LEVEL AS POSSIBLE) WARNING SIGN SHALL BE CONSPICUOUSLY POSTED ON THE i i 3 i x i ; FRONT AND BACK OF THE DISPENSER. LETTERING SIZE AND j I I i0 I I LIOCATION SHALL BE AS SHOWN ABOVE. 3 O INTERCOM SPEAKERS (SEE NOTE 15). 19 FACILITY 1 i i i i 1 O DRY CHEMICAL CYLINDERS. Q GASOLINE TRANSPORT IN DROP POSITION DETAIL 1 SIGN O OVERHEAD FIRE SUPPRESSION PIPING TO BE GALV. ©1 APPROACH (ENTRANCE OR EXIT) j I 8 j NOZZLE TO ' ' I ' NOT TO SCALE SCH. 40# (DISTRIBUTION AND SUPPLY). REMAIN WITHIN I 1. I O U.G. STORAGE TANKS 24 PROTECTED i 7 11 7 i ii) I 6 NOZZLE I 19 2AREA i FIRE MARSHAL APPROVED WARNING SIGN (SEF 5 PARKING SPACES I I 14 I 30 8 I I ', O DETAIL 1) 24 CONTROL CENTER �8 HAND OPERATED 101 40-BC FIRE EXTINGUISHER25 DOOR y 912 FIRE SUPPRESSION STRIKE POINT. ©6 WINDOWS 1 ` ® 'rte• 10 COLUMN OR LIGHT POLE Q SIGHT ONES 11 GASOLINE DISPENSING PUMP U/L APPROVED 28 GASOLINE DISPENSER CONTROL CONSOLE EQUIPMENT WITH COMPLETE EQUIPMENT VJ I (Ly _ ...�_ `HAZARD AREA' 6-0"MAX HAZARD AREA' 12 POSITIVE LIMITING BARRIER GROOVES (SEE DETAIL 2) SHUTDOWN EMERGENCY MODE (U.L. LISTED). 01 d� W `� 29 MANUAL RELEASE LOCATED IN CONTROL CENTER r = ^� •• ISLAND ¢ ��. 13 SELF SERVE GASOLINE DISPENSING AREA. CONVENIENT TO ATTENDANT. REMOTE RELEASE I / © ENGINEERED BY FACTORY. (/� - -f- � ; :•, ' 4 APPROPRIATE INSTRUCTIONS FOR USE AT EACH �� O CASH ACCEPTOR (MAY BE a'•':'' O 30 CARD READER, " 22 .,�.•.•.•,,. •. •,�• r•..•.:: SELF SERVE DISPENSER INSTALLED) (SEE NOTE 12) 15 DIRECTION OF TRAFFIC & 'NO PARKING" Q MAY BE LOCATED ABOVE PAINTED ON PAVEMENT (WHERE REQUIRED) CANOPY —— etro / OR BELOW DECK �'�' a r '::• . o , :; , I I I I ,� TO BE INSTALLED 2 2 WL 2 I II I II I I II (MOUNTEDL J L J L J L J GROOVES MAY.. f '•� " FOUR SIDES��AREA(S).SELF NAME OF SYSTEM PYRO CH E k INC■ TME '��DANT II UNDER CANOPY) t, (� '�Q�'� MAY BE SQUARE MEETS UL 1254 hWel A T D- 0 t.: OR 'V" SHAPED 10 10 10 17 THE POSITIVE LIMITING BARRIER TO BE 13 1 13 1 , , �, FIVE CONTINUOUS SQUARE OR "V' GROOVES 3/4' IMIDE BY 13 1 CERT. COMP. N0. © O © 6 3/4' DEEP ON 4 3/4' CENTERS WITH CROSS INSTALLER CERT. IREG. N0. W 16 16 16 7-0 MAX I ' , 7_0 MAX INTERCONNECTING GROOVES, EITHER SQUARE OR 'V', 11 11 it i � EQUALLY SPACED AT MINIMUM lY UP TO MAXIMUM 48' — ", , , ," " CENTERS. THE OUTSIDE GROOVE TO BE TE LIMITS POF FIR PRES N I "HAZARD AREA� � , •HAZARD AREA HAZARD PROTECTION AREA AND THE POTENTIAL SPILL I' i i `,` AREA TO BE WTHIN THIS PROTECTED AREA. DESIGN ISLAND STANDARD END TOTAL PER ISL. Q ENO OF I DETAIL 2 POSITIVE LIMITING BARRIER 30 12'-0" 2 m/ 12 2 12wo=rs 4 24 Q. ISLAND 12 - WAIN SYSTEM SEE NOTE BELOW NOT TO SCALE 8 I 12 c"-/ 72 TOTAL AT FACILITY = N0 L O C A L A P P R O V A L 11 70 9 16 i4 I 9 9 1, 9 I I LAFAYETTE oma`" - STREET - I I CHIEF OF DEPARTMENT OR HIS DESIGNEE, HAVE REVIEWED THE I I I ATTACHED INFORMATION AND HAVE ACKNOWLEDGMENT THERE OF. 20 0 20 40 NOTE: i2 t s AS POSSIBLE NOTE: � CRY/TOWN DATE DISPENSING AREA TO BE AS LEVEL GRAPHIC SCALE SEE DETAIL 3 (NOZZLE AIMING POINTS 3 DISPENSERS, 6 FUELING POSITIONS ) PRODUCT OFFERING INCLUDES DIESEL FUEL FOR NOZZLE AIMING POINT LOCATION DIMENSIONS 00 ' '� F O R S T A T E U S E O N L Y I CERTIFY THAT 1 ELICITED THE VIEW OF THE FIRE CHIEF OR HIS DESIGNEE ON THIS PROPOSED SELF SITE PLAN ; I SERVE MOTOR FUEL FACILITY. x 0a REFERENCE: SCALE: 1��=20' ISLAND ELEVATION NAME FIRE PREVENTION ENGINEER DPS DATE NOT TO SCALE PROPERTY LINES AND OTHER TOPOGRAPHICAL INFORMATION SHOWN ON THIS DRAWING WERE TAKEN FROM A PLAN ENTITLED: EXISTING CONDITIONS PLAN IN SALEM, MA FOR A.L. PRIME ENERGY SCALE: 1"=10' DATE: JANUARY 28, 2010 PREPARED BY: LANDMARK ENGINEERING & SURVEYING, INC. 583 CHESTNUT STREET LYNN, MA ABUTTING BUILDINGS ISLAND OUTLINES SHOWN ARE TAKEN FROM THE CITY OF SALEM GIS INFORMATION NOTE: MINIMUM 6"HIGH HOSE LENGTH FROM DISPENSER IS NOT TO EXCEED THE LIMIT OF SYSTEM DETAIL 3 NOZZLE AIMING POINTS PROTECTION WHICH COVERS THE HAZARD AREA. THIS SYSTEM DESIGN WAS NOTE: SEE SITE PLAN FOR EXACT NOT TO SCALE BASED ON THE PYRO-CHEM TECHNICAL ISLAND AND BOLLARD CONFIGURATION MANUAL DESIGN SECTION. LA- 0 r—n 74'-0" PROTECTED AREAt- » 61-0#1 6 —0 6 —0 TYPE of FACILITY: EXISTING FULL SERVE TO SELF SERVE FACILITY J �+ DESIGN DESIGN +, DESIGN F. f�1 10'-0" MAX. ISLAND 10'-0" MAX. 10'-0" MAX. ISLAND 10'-0" MAX. 10'-0" MAX. ISLAND 10'-0" MAX. �=- IA ,- - - - - - - - - - - - - - - - - - - - - -, GENERAL NOTES. I CANOPY I 1. ALL EXTINGUISHING SYSTEMS, DISPENSING SYSTEMS AND CONTROL 10. 190' (MAXIMUM) ELECTRIC THERMOSTAT DETECTORS SHALL BE INSTALLED ON 15 FOOT EQUIPMENT SHALL BE U.L. LISTED. THE INSTALLATION OF THIS FIRE (MAXIMUM) CENTERS IN A SINGLE LINE OVER THE CENTER OF THE ISLAND, FOR EXTINGUISHING SYSTEM MUST BE IN ACCORDANCE WITH THE PREVAILING ISLANDS UP TO 6 FEET WOE. FOR WIDER ISLANDS 2 ROWS OF DETECTORS SHALL BE MASSACHUSETTS CODE REQUIREMENTS AND THE PROVISIONS OF NFPAlZ THE LOCATED 1 FOOT FROM EACH CURB. IF A CANOPY IS PROVIDED DETECTORS SHALL BE 1 9/12/11 CONTRACTOR SHALL VISIT THE SITE AND BE RESPONSIBLE FOR FIELD LOCATED ON THE UNDERSIDE (15 FOOT MAXIMUM HEIGHT) OF THE CANOPY. IF THERE RELOCATED UG TANKS AND TRASH ENCLOSURE AC Q CONFIRMATION OF ALL ITEMS ON THE PLAN AND SHALL NOTIFY THE IS NO CANOPY, THE DETECTOR(S) SHALL BE MOUNTED TO THE UNDERSIDE OF AN REV. DATE DESCRIPTION BY CHK DESIGNER IN WRI7ING OF ANY DISCREPANCY BEFORE PROCEEDING. THE 18"x18"x2" HEAT COLLECTOR, WHICH SHALL BE LOCATED NO HIGHER THAN THE R E V I S I 0 N S CONTRACTOR. SHALL BE RESPONSIBLE FOR THE INSTALLATION OF THE ENTIRE NOZZLES. 1 p I 2 2 2 SYSTEM AND SHALL COMPLY WITH THE REGULATIONS SET FORTH BY THE 11. NOZZLE AND HOSE FROM EACH PETROLEUM PRODUCT DISPENSER SHALL NOT EXTEND PREVAILING MASSACHUSETTS CODE AND THE EQUIPMENT MANUFACTURER BEYOND POSITIVE LIMITING BARRIER AND NO PETROLEUM PRODUCT SHALL BE P R E P A R E D F 0 R SPECIFICATIONS. DISPENSED BEYOND POSITIVE LIMITING BARRIER. USE OF AND "HOLD OPEN CLIPS' ON A.L. PRIME ENERGY ____ _____, 2. THE SELF SERVE EXTINGUISHING SYSTEM SHALL BE INSTALLED FROM AND IN SELF SERVE DISPENSERS IS PROHIBITED EXCEPT WHERE U.L. LISTED STATE 11 VAPOR WI I I I I I I ACCORDANCE WITH APPROVED/STAMPED PLANS FROM THE STATE FIRE RECOVERY NOZZLES ,ARE USED WHICH WILL AUTOMATICALLY SHUT OFF 1F THE NOZZLE 31198 SALEM STREET Q z I I 8 I I 8 I I 8 MARSHAL. IS REMOVED FROM THE FILL PIPE. ct�Q 3 FAILURE TO CONSTRUCT, INSTALL, OR MAINTAIN ANY EQUIPMENT, DEVICES, 12. AUTOMATIC CARD READING DEVICES OR CASH RECEPTORS ARE INSTALLED AT THIS WAKEFIELD. MA 01880 10 I I 3 10 I I 3 10 I I SYSTEM OR PROCEDURE INDICATED ON THESE PLANS SHALL BE CAUSE FOR FACILITY ARE SUBJECT TO THE FOLLOWING CONDITIONS. (781) 246-0201 Cz (n r7 I I I I 1 I THE REVOCATION OF THIS APPROVAL. A. EACH SALE SHALL BE INDIVIDUALLY AUTHORIZED BY THE SELF SERVE IW- I _'—'�� I �'— --~i I 4. PLANS APPROVED BY THE HEAD OF THE FIRE DEPARTMENT ARE APPROVED ATTENDANT P R O J E C T A D D R ES S I I I WITH THE INTENT THEY COMPLY IN ALL RESPECTS TO 527 CMR. ANY B. THE AUTOMATIC CREDIT CARD OR CASHING DEVICE SHALL NOT BE USED LSI C� O OMISSIONS OR ERRORS ON THE PLANS DO NOT RELIEVE THE APPLICANT OF AS A PHYSICAL AUTHORIZATION FOR THE DISPENSING OF GASOLINE. -I I 13 I I 13 13 I I 13 13 I I 13 COMPLYING WITH ALL APPLICABLE REQUIREMENTS OF 527 CMR. 13. CCTV COVERAGE IS REQUIRED ON ALL FUELING POSITIONS. CCTV MONITORS SHALL A.L.PRIME C� I i I 1 I 1 5. STATE FIRE MARSHAL APPROVAL OF PLANS TO CONSTRUCT/RENOVATE A DISPLAY ALL CAMERA ANGLES SIMULTANEOUSLY ON THE SCREEN WITH A MINIMUM SALEM , MA CII I I I SELF—SERVE FACILITY BECOMES NULL AND VOID ONE YEAR FROM THE DATE PICTURE FRAME OF 5 INCHES BY 6.5 INCHES PER CAMERA. MONITORS LOCATED BELOW I OF APPROVAL IF CONSTRUCTION HAS NOT STARTED. THE COUNTER OR SUISPENDED FROM THE CEILING ABOVE THE COUNTER MUST BE O O 11 I I 1 i 1 I I j 11 1 I 1 6. EXISTING SELF SERVICE FACIUTIES SHALL BE SUBJECTED TO RESUBMITTAL COLOR. I cy %� I I I 6 5 I I 6 5 I I 6 5 AND REVIEW SHOULD ANY OF THE FOLLOWING ITEMS OCCUR: 14. A MEANS SHALL BE PROVIDED FOR THE CONTROLLING MECHANISM CONSOLE OPERATOR 175 LAFAYETTE STREET A. CHANGE TO THE METHOD OF DISPENSING MOTOR FUEL. TO OBSERVE THE FILIUNG OPERATION AT EACH VEHICLE. THE DISPENSING OF MOTOR N I I I B. ALTERATIONS TO THE PRE-ENGINEERED FIXED EX77NGUISHING FUEL SHALL BE CONTINUOUSLY OBSERVED BY THE CONSOLE OPERATOR DURING THE `--- ----- 4 `--- ---'-- 4 `--- ----- 4 SYSTEM(S) OTHER THAN NORMAL MAINTENANCE PROCEDURES. TIME THAT ANY OF 7174E PUMPS HAVE BEEN ACTIVATED TO DISPENSE MOTOR FUEL. 16 16 16 C. ALTERATIONS TO THE SELF SERVICE DISPENSING ISLAND 15. AN INTERCOM SYSTEIM IS REQUIRED BETWEEN THE CONTROL CONSOLE AND DISPENSING S H E E T D E S C R I P T 1 0 N PQ I I ARRANGEMENT (S) RESULTING IN A CHANGE OF HAZARD AREA ISLANDS. THE INTERCOMMUNICATION SYSTEM SHALL BE MAINTAINED IN PROPER 12 12 12 O — PROTECTION. OPERA TING BUSIN 701N V ALL TIMES. FIRE SUPPRESSION SYSTEM I 16. UNRELATED BUSINESS: VENDING AREAS, CONVENIENCE FOOD MART, AUTOMOTIVE D. ALTERATIONS OR ENVIRONMENTAL CHANGES RESUL77NG 1N THE INABILITY OF A CONSOLE OPERATOR TO CONSTANTLY REPAIR GARAGE, ANO) SIMILAR BUSINESS SHALL BE OPERATED BY OTHERS. I OBSERVE THE DISPENSING OPERATION. THIS ITEM SHALL BE EXCEPTION: FACILITIES OF 1,000 S.F. OR LESS OF RETAIL SALES AREA AND EIGHT OR DETERMINED BY THE LOCAL HEAD OF FIRE DEPARTMENT. LESS FUELING POS117IONS MAY BE OPERATED BY ONE ATTENDANT AT THE DISCRETION P R E P A R E D B Y co 7. THE FIXED FIRE EXTINGUISHING SYSTEM SHALL BE INSTALLED BY "FACTORY OF THE HEAD OF THIE FIRE DEPARTMENT. AUTHORIZED" PERSONNEL HAVING A CURRENT AND VALID 'CERTIFICATE OF 17. THE LICENSED INSTAILLING CONTRACTOR SHALL INSURE THAT THE LIMITS OF THE FIRE SUPPRESSION SYSTEM ARE NOT EXCEEDED. THE INSTALLING CONTRACTOR SHALL TEST AYQUB ENGINEERING COMPETENCY" ISSUED BY THE COMMONWEALTH OF MASSACHUSETTS THROUGH THE STATE FIRE MARSHAL. FIRE THE ENTIRE SYSTEM, INCLUDING ALL CONTROLS AND SHALL CERTIFY TO THE ENGINEERING & ARCHITECTURAL CONSULTANTS ISLANDPLAN VIEW 8. STATE FIRE MARSHAL APPROVED SIGNS SHALL BE CONSPICUOUSLY POSTED OWNER IN WRITING 0)F THE SYSTEM'S SATISFACTORY OPERATIONAL PERFORMANCE AND ON THE FRONT AND BACK OF THE DISPENSER. (SEE DETAIL 1). COMPLIANCE WITH UA APPROVAL. 414 BENEFIT STREET, PAWTUCKET, RHODE ISLAND 02861 SCALE: 3116 -1 # �� 9. THE CONTROLLING MECHANISM CONSOLE SHALL INCLUDE A DISCONNECT 18. A7 LEAST SEMIANNUALLY. ALL DISCHARGE NOZZLES, PIPING DRY CHEMICAL=1 _0 SWITCH WHICH WILL INSTANTLY CUT OFF ALL PUMPING POWER TO ALL MOTOR CONTAINERS, HEAT COLLECTORS, ETC. SHALL BE INSPECTED BY APPROVED AND PHONE: (401) 728-5533 FAX: (401) 724-1110 FUEL PUMPS AT THE SERVICE STATION. THE CONTROLLING MECHANISM CERTIFIED COMPANIES WITH VALID MASSACHUSETTS ISSUED CERTIFICATE OF E—MAIL: INFO@AYOUBENGI NEER ING.COM CONSOLE, SWITCHES AND RELATED EQUIPMENT SHALL BE A DESIGN AND REGISTRATION. REPOIRTS OF SUCH INSPECTIONS SHALL BE SUBMITTED TO THE HEAD OF TYPE APPROVED BY THE FIRE MARSHAL AND SHALL BE UNDERWRITERS THE FIRE DEPARTMEMIT IN ACCORDANCE WITH NEPA STANDARDS (NFPA-17). LABORATORIES (U.L.) LISTED EQUIPMENT, LISTED FOR USE WITH THE 19• ANY ISLAND USED AS FULL SERVICE WILL HAVE AN ADDITIONAL SWITCH WHICH WILL PROJECT NO. 4169.109 CAD FILE NO. 4169FSP DISPENSING DEVICES. ACTIVATE THE OVER94EAD FIRE EXTINGUISHING SYSTEM AND DEACTIVATE POWER TO THE DWN BY: FS- 1 SELF—SERVICE ISLANID DISPENSING PUMPS AND THE SELF—SERVICE ISLANDS. AC DATE: 9/12/11 sCALE: AS NOTED SHT.1 OF1 �I L AYOUB ENGINEERING EXPRESSLY DISCLAIMS ANY RESPONSIBILITY FOR MONITORING. INSPECTING. OBSERVING, OR SUPERVISING CONSTRUCTION SERVICES, OR THE MEANS, METHODS, SEQUENCES AND TECHNIQUES OF CONSTRUCTION OR FOR JOB SITE SAFETY AND PROGRAMS FOR THE PROJECT DEFINED BY THE PLANS FOR WHICH THIS CERTIFICATION IS AFFIXED. AYOUB HAS NOT BEEN RETAINED FOR NOR SHALL R HAVE ANY CONTROL OVER OR BE SUBCONTRACTOR, OTHER AGENTS OR EMPLOYEES OR OF ANY IN CHARGE OF ACTS OR OMISSIONS OF ANY CONTRACTOR, OTHER PERSONS PERFORMING PORTIONS OF THE WORK. I------- ------ NEW C-S TORE & PIZZA 1,995 S.F. 4 7.5' x 42' o o N Z o ; z iz ' o Lu 5't O m ABUTTER STbCKADE FENCE 3 ui - W O /}, C7 �1 N � W w i 1 O �+ f 1 � of I \ 8.0 8.0 (of) � o ------- • — ————— �.� �yj N M •t IA tp I� Of 00 r •N- V) r in go N OD 0 � r W fri 110 z CO N 000 0 to NEW 72.0' CANO O Cl t W W Z W U l N m W ~ JLLw:3O W H W i X Lr) WLL v Q w = N m = � o. Ir Q Z Q O w � i' porn U I o o O Z m w IL Z0 o. O g Ni ( I W m U U W w0 z LLJ F- LL, Y wm 24. 0' (TYP) I W 0 kk 3 $1 1 01 CO ♦n 00 �r v r- z 0 M r FENCE �> W w o 0 ,. C�f z o J - w En z 56.00' o x 56.0 r `'� W w !'1 . �� _ V .: W Q 6 w 40.00 9 � � z .0' W m � Q w U tr LIQ wG w U) 'i a000 �' a < W Q o CL EXISTING 79' D EW < WAY TO BE MODIFIED, TO 60' 10.0' W Q� v- J co F.. d. CD i- W 0� r' Wcn r LAFAYETTE (P (ABLE WIDTH) STR REFERENCE. PROPERTY LINES AND OTHER TOPOGRAPHIC INFORMATION 0 SHOWN ON THIS DRAWING WERE TAKEN FROM A PLAN ENTITLED: EXISTING CONDITIONS PLAN IN SALEM, MA FOR A.L. PRIME ENERGY SCALE: 1"=10' DATE: JANUARY 28, 2010 PREPARED BY: LANDMARK ENGINEERING & SURVEYING, INC. 583 CHESTNUT STREET LYNN, MA 10 0 10 20 ABUTTING BUILDINGS OUTLINES SHOWN ARE TAKEN FROM THE PROJECT N0. 4169.109 SHEET NO. CITY OF SALEM GIS INFORMATION CAD FILE N0. 4169MPREV7 GRAPHIC SCALE SCALE: 1"=10, DWN. BY: RCD T- 1 DATE: 4/15/10 REV1 9/6/11 AYOUB ENGINEERING EXPRESSLY DISCLAIMS ANY RESPONSIBILITY FOR MONITORING. INSPECTING, OBSERVING, OR SUPERVISING CONSTRUCTION SERVICES, OR THE MEANS, METHODS, SEQUENCES AND TECHNIQUES OF CONSTRUCTION OR FOR JOB SITE SAFETY AND PROGRAMS FOR THE PROJECT DEFINED BY THE PLANS FOR WHICH THIS CERTIFICATION IS AFFIXED. AYOUB HAS NOT BEEN RETAINED FOR NOR SHALL IT HAVE ANY CONTROL OVER OR BE SUBCONTRACTOR. OTHER AGENTS OR EMPLOYEES OR OF ANY �. IN CHARGE OF ACTS OR OMISSIONS OF ANY CONTRACTOR. OTHER PERSONS PERFORMING PORTIONS OF THE WORK. ii 3' NEW C—S TORE & PIZZA ' 1, 995 S.F. 4 7.5' x 42' 1 o c� o cn z Ell z o w 5'f ' o O 0 0 m N � ASUMR STOCKADE CE _ U 3 ai w Lu � W � . . O i`#J M + U Z � 2 w i I;; o Ld te, -J r—� 8.0' 8.0' 9.0' TYP. I /1 Q — 12 ESE tJ J 3 CD CL 0 • -- -----�� '� N M O tC � m Os O •- N M N tD f� Op Wui co Lw co NEW 72.0' CANOPY \ __— / O o Z W L7 U Z 0 LL (n to m L- P J 2 to - O 1 w H W 1- � I X to � 0 o ( o I W u Q LL W = ^ %0 (L v 2 Z_ 0 w � i 0 t v Q W1. W O cfF cfF C) ujl Z 0 Nf W 3 I 0o I W W U � W W w F- 1- ILI W o13 < x CD 24 0' (TYP) 0 45 W IL W j Q 0 3'f 0 c ►oi ;H r C3 M © L.L • LL FENCE W W 0 0 0 ® N z o <t Lu - z 'J 2 0 W WNr0 uo' x 5 6.0 J4� kf. .�, L. W Q (6 a: Q w I- rr nn 40.00. N ��. � N o � a V � z_ In 10 000 LLJ W • c� JaISTIN DRIVEWA 10.0 W � W Q cl: e- 7) J 1 M r nLo F' C_ O O 0 W LAFAYETTE tPueuc - VARIABLE WIDTH) STREET o©� Q REFERENCE: PROPERTY LINES AND OTHER TOPOGRAPHIC INFORMATION SHOWN ON THIS DRAWING WERE TAKEN FROM A PLAN ENTITLED: EXISTING CONDITIONS PLAN IN SALEM, MA FOR A.L. PRIME ENERGY s' SCALE: 1"=10' DATE: JANUARY 28, 2010 PREPARED BY.- LANDMARK ENGINEERING & SURVEYING, INC. 583 CHESTNUT STREET LYNN, MA 10 0 10 20 ABUTTING BUILDINGS OUTLINES SHOWN ARE TAKEN FROM THE PROJECT NO. 4169.109 SHEET NO. CITY OF SALEM GIS INFORMATION CAD FILE NO. 4169MPREV7 GRAPHIC SCALE SCALE: 1"=10' DWN. BY: RCD T- 1 B DAs: 4/15/10 REV1 9/6/11 _fir t t + + t t + t t + � + + 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 5 0 . 8 0. 8 0. 8 +� 0 . 8 . 3 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 + + + + + + + + + + + + + + + + + + + + + + 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 2 0 7 2 . 3 1 . 7 2 . 0 1 . 8 0 . 4 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 + + + + + 5§.00 0 . 0 0 . 0 0 . 1 0 . 2 0 . 4 0 . 6 _-____ _ o_ _ rt ------- __-_ _ _ _... _ ;5 0 .1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 it 15 C4 0 . 3 1 . 2 .2 .2 A . 1 0 . 2 0 . 2 0 . 2 0 .2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 NEW C;-STORE & PIZZA + + + + + + 1 995 S . +' + + ~� + + + + + + + + 0 . 0 0 . 1 0 . 1 0 . 4 0 . 9 . 5 . 4 F I ; 2 0 . 4 0 . 6 0 . 6 0 . 4 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 " x 421 16 0 . 0 0 . 1 0 . 2 0 . 4 0 . 9 . 5 x . 3 1 . 5 2 . 3 2 . 4 1 . 5 0 . 9 y 0 . 3 0 . 1 0 . 1 0 . 0 0 . 0 0 y � y � f TYPE A60 CANOPY LIGHT 0 . 0 0 . 1 0 . 1 0 . 4 1 . 3 . 7 + . 1 a '' 5 . 1 5..8 6. 5 4 . 5 2 . 4 0 . 6 0 .2 y0 .� 0 , 0 X0 . 0 fr < tt. r + 1 + - 6. 9 �i3 . 6 0 . 8 0 .2 0 .k r 0 . 0 0 . 0 0 . 0 0 . 1 0 .2 0 . 4 0 . 7 . 2 o ,� . 0 8 . 6 i 8 . 3 7~. 3., -. + + + + + + + + I � + I + + + + + !+ + + 0 . 1 0 . 1 0 . 2 0 . 3 0 . 5 . 9 1 . 6 3 . 1 1 5 . 0 ,�`/ 5i. 1 . 6 4 .2 10 . 6 9 .. 8 9. 9 Co [D '30 .�8 y '0 . 2 0 . 1 0 . 0 0 . 0 C" ----------------------- ---------------- ----- ------------ - - - TYPE C4 t I "ALL MOUNTED + + + + + + + a o + o + + +y + LIGHT 0 . 1 0 . 1 0 . 2 0 . 3 0 . 5 0 . 9 1 . 5 2 . 1 2 . 5 2 .7 3 . 0 4 .� 7 . 5 8 . 5 6. 3 2 . 0 . 8 0 . 3 0 . 1 0 . 1� 0 . 0 - -� + + + + � i + 0 . 1 0 . 1 0 . 2 0 . 7 2 . 1 4 .2 6 . 4 8 . 1 8 . 6 9 . 0 9 . 6 9 . 0 7 . 5 5 . 3 2 . 8 1 . 0 . 8 0 . 3 0 . 1 0 . 1 0 . 0 W ----------------------- + + + + + + + + + + + + + + + + + + + + + 0 . 1 0 . 1 0 . 2 .4 b 1 . 0 4 . 3 7. 8 2 . 6 1 . dJ . 7 0 . 3 0 . 1 0 . 1 0 . 0 + + + + + + + + + + + + + + :L v 35 32 31 27 '�1. m + + + + + + + + + + + + + + + + a + + �6 2 34 38 40 4 42 42 6 42 42 842 42 4010 38 3412 27' + + + + + + + + 0 . 1 0 . 1 0 . 2 0 . 5 ., 1 . 3 6 . 1 0 . A60 A6° A60 o A 6 0 A60 o A60 10 . 8 3 . 1 0 . 9 0 . 5 0 . 3 0 . 1 0 . 1 0 . 0 28 31 34 39 47 45 3 39 45 47 39 31 283 + + + + + 18 23 0 42 4 2 251 +40 42 0 1 265) + + + + + + + + 14 0 . 1 0 . 1 0 . 2 1 . 2 6 0 9. 4 1 0 3 5 0 7 9 0 11 10 . 3 2 . 9 0 . 7 0 .4 0.2 0 . 1 0 . 1 0 . 0 TYPE B4-1 + 80+ + A60I- + + 60 + + A60+ + + 60+ + A6 21A 24 31 29 34 33� 31 31 33 34 2 31 24 o-21 AREA LIGHT 5 All Prime 0 . 1 0 . 1 0 . 2 0 . 9 4 0 11 . 0 18 . 4 21 . 8 22 . 5 23 . 0 23 . 0 20 . 6 14 . 1 6. 4 1 . 9 0 . 6 3 0 .2 0 . 1 0 . 1 0 . 0 175 Lafayette St I ,. 'f Salem, MA 01970, + + + + + + + + + + + + + + + + + + 0 . 1 0 . 1 0 . 2 C . 3 0 . 6 1 7 5. 4 6 . 9 7 .2 7 . 2 7 . 0 6 .2 4 . 4 2 . 6 0 . 9 0 . 4 0 .2 =- 4:-1 --0 . 1 0 . 1 0 . 0 N I - 56.oo ;�,00 Calculation Summary 0 . 0 0 . 1 0 . 1 0 . 2 0 . 3 0 6 0 . 9 1 . 2 1 . 5 1 . 6 1 . 6 1 . 5 1 . 4 1 ,. 1 0 . 7 0 . 4 0 . 3 .2 0 . 1 0 . 1 0 . 0 0 . 0 Label Avg Max Min Avg/Min Max/Min OVERALL 2.27 26.5 0.0 N.A. N.A. + + + + + + _ + + + + + + + + + + + + + + UNDER CANOPY 33.07 47 18 1 .84 2.61 0 . 0 0 . 1 0 . 1 0 . 1 0 . 2 0 . 3 - - --0 .6------ 0.5 0 .4 0 , s - 0 . 0 0 . 0 0 . 0 LAFAYETTE STREET (PUBLIC - VARIABLE WIDTHS + + + + + + + + + 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 .2 0 . 2 0 . 3 0 . 3 0 . 3 0 . 4 0 . 3 0 . 3 0 . 3 0 . 2 0 .2 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 Luminaire Schedule Symbol Qty Label Arrangement Lumens LLF Total Watts Manufacturer Description -® 1 B4-1 SINGLE 16897 1.040 230 BETA LED A DIVISION OF RUUD LIGHTING INC STR-LWY-4M-HT-10-D-UL-BZ-700 12 A60 SINGLE 9211 1.040 1248 BETALED, A DIVISION OF RUUD LIGHTING CAN-227-SL-RM-06-D-UL-WH-525 1.= 1 1ATE: uYourev: PAL PRIME RN E 1"= 10' 9/15/11 DAR AL PRIME 2 C4 SINGLE 3826 1.040 90 BETALED, ADIVISION OF RUUD LIGHTING SEC-EDG-4M-WM-04-D-UL-BZ-350 projctparaIllumination etersshowdedbyLnemangdesign actureartedased,uson 175LAFAYETTEST., Ulf project parameters Provided b1'Une manufacturer listed,used m SALEM,MA contunction with lurrunaue test procedures conducted under }j 2 D3 SINGLE 2566 1 .040 76 Betal-ED A Division of Ruud Lighting. SFT-227-3M-RM-03-C-UL-WH-350 thesedrycondram rsmActayaffeci.eldr sultsons The ftenng DWG DRAWING NUMBER i � these desgn parameters may affect field results The costumer SIZE SHEET 5630 Bridgetown Rd. Ste. 2 responsible for verifying complance with any applicable electrical,kghti g,or energy code. D 1 OF 2 RL-0080-R1 Cincinnati, OH 45248 Ph: 513-574-9500 1 AYOUB ENGINEERING EXPRESSLY DISCLAIMS ANY RESPONSIBILITY FOR MONITORING, INSPECTING, OBSERVING, OR SUPERVISING CONSTRUCTION SERVICES, OR THE MEANS, METHODS, SEQUENCES AND TECHNIQUES OF CONSTRUCTION OR FOR JOB SITE SAFETY j AND PROGRAMS FOR THE PROJECT DEFINED BY THE PLANS FOR WHICH THIS CERTIFICATION IS AFFIXED. AYOUB HAS NOT BEEN RETAINED FOR NOR SHALL IT HAVE ANY CONTROL OVER OR BE IN CHARGE OF ACTS OR OMISSIONS OF ANY CONTRACTOR, SUBCONTRACTOR, OTHER AGENTS OR EMPLOYEES OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. 47'-6' 4 BURNER PIZZA DRYING 0 MOP SINK pri RESTROOM ELECTRICAL REFRIGMTOR o STOVE TOP 3' GRIDDILE OVEN TABLE � o � ! 0 3 COMPARTMENT ° o SINK rl 1ku PREP ! TABLE 5'-0" o N I N ® o SUB STATION HAND SINK STORAGE N Z >2 p W PREP J J TABLE Z PIZZA Y ! RESTROOM BENCH 0 00 4 c Cicl :2 N � W 4 OFFICE W j j �n ii 10 I Wa W iU 1 i '� o1 I i0 N � � N cq ^O � 6'-0" 3'-0` 1 3'-0" 3'-0" 4'-0" g C9 C9 'q a ¢ Q I 11 0008 `- cr r) a fc n co o l I N r� tSALES u� f0I'm WALK-IN COOLER 1 Q N0 .0 u I I I I I II 00 0 I I I I I 1 � N N O Z ! -- -- -- -- 1-- --1 tDW O .. 1- p to O W 0 co N W U W W Z In_ I- CO W Lr) LL cO � � 1 I o ; � ; i CID 0Z p o 0 � �N Q � � o� w I t �1� I Q Z = Q Z = 00 O= 0rr p ?? O. W .Q 0 IIl v" �l W % Q m �dS O - YZQ ZzZX Z rn WALK-IN Q_ Z U =LL m W 2 LL FREEZER O w J _j z Q N Q z w w 0000 OUTLINE OF FASCIA00 rn � OVERHANGV p N Z 6" CONC. BOLLARD TYP. 8 Q In 0 0 W � W QW I- O p W a O PROPOSED FLOOR PLAN W � PR LL. SCALE: 1/4" = 1'-0" W Y o Q ~�Wc�--.. � LL WQ '6cn � W � W d. r U- W W CD W Q �! W CL Q 0 to Ld O ■ � W J m D- _ C13 p QN M 1..1.. At PROJECT NO. 4169.109 SHEET NO. CAD FILE NO. 4169 A-1 REV3 SCALF- AS NOTED A- 1 DWN. BY: AC DATE: 6/9/09 REV3 5/19/11 AYOUB ENGINEERING EXPRESSLY DISCLAIMS ANY RESPONSIBILITY FOR MONITORING, INSPECTING, OBSERVING, OR SUPERVISING CONSTRUCTION SERVICES, OR THE MEANS, METHODS, SEQUENCES AND TECHNIQUES OF CONSTRUCTION OR FOR JOB SITE SAFETY AND PROGRAMS FOR THE PROJECT DEFINED BY THE PLANS FOR WHICH THIS CERTIFICATION IS AFFIXED. AYOUB HAS NOT BEEN RETAINED FOR NOR SHALL IT HAVE ANY CONTROL OVER OR BE IN CHARGE OF ACTS OR OMISSIONS OF ANY CONTRACTOR, SUBCONTRACTOR, OTHER AGENTS OR EMPLOYEES OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. • 4,5-0" ALUMINUM COMPOSITE EXTERIOR PANEL PRE FINISHED YELLOW LOUVER SCREEN FOR HVAC EQUIPMENT ALUMINUM COMPOSITE EXTERIOR PANEL PRE FINISHED YELLOW LOUVER SCREEN FOR HVAC EQUIPMENT 13 , � ? Iljij � , I ii ii , i � illi 1i � 1 lij ' 1 � i i li jlj , � , , I � Il I , ij ' i t � j I I i � I i , I , , i i i A D o � o � D o I ®Energy I ;®En�rpy SMOOTH WHITE DRYVIT SYSTEM SMOOTH WHITE of s'cin ORYVIT SYSTEM w w o NEW 4' DIA. SIGN J � 0 NEW CONC. WALL TO TIE TO BUILDINGL\lL z cc of o 0 0o w II FIN. FL. LINE 100.300 o o I I i i � o0 CASH DRAWER 4W x 1-W ANODIZED ALUMINUM FRAME EXIST. CONC. WALL _ — _— __ —— — En WITH i" CLEAR INSULATED GLASS i i TO REMAIN _ _ — q o _ (TEMP. AS REQUIRED) —L 1 4 4 47'-6" I w EXIST. CONC. WALL � � d W TO BE REMOVED 42'-0" I Wa Lu Q PROPOSED FRONT ELEVATION20 L.Li W -� SCALE: 1/4"=1I'-0" { Q= Q PROPOSED LEFT SIDE ELEVA TION o SCALE: 1/4"-1'-0" W C7 C7 cm N M d In 0 n co im O .- N M .t In 40 P ao Z H `D \0 O 00 O 445'-0" >->- O I� 00 z 48—6 m p F- p if) W O ONO (V W LOUVER SCREEN FOR HVAC EQUIPMENT u W W Z In O I— III ALUMINUM COMPOSITE EXTERIOR--\ w co of u- Q Z i PANEL PRE FINISHED YELLOW I j i I i ! 0 ca — (V U) COZ W N Q � � i I f Ix Z < W = 0p O = 0 � 0 a W X w � �v � 3 ,0 � Q LOUVER SCREEN FOR HVAC EQUIPMENT 0- m :t < 0_ m W Ld m coO YZQ ZZZX LL Z_ D. z LT U h:- TIL m W � L- LU SMOOTH WHITE 0 Lu 3 Q Q DRYVIT SYSTEM ALUMINUM COMPOSITE EXTERIOR z Q N U) PANEL PRE FINISHED YELLOW ILD D- i o Q W W :* :t w w 0 SMOOTH WHITE DRYVIT SYSTEM Z FIN. FL. © O FA •1! 144• co LINE 100.30 ---------------------------------------------- Ir r V D N Z I I co NEW CONC. WALL TO i ! Q N O I I TIE TO WALKEXIST. CONC. WALL ; f I I O W W F- /� -L TO REMAIN W o < W n- W II I I ` J 42'-0" TO REMAIN C. WALL I UJ � v- U) w J �I O W w N Q w w 0 W PROPOSED RIGHT SIDE ELEVATION W a C6 2 W 0 SCALE: 1/4"=f'-0" Q04 PROPOSED REAR ELEVA TION _ 00 W --� W W � W � � Q SCALE. 1/4"= 0:i'-0" ^ ��1 LOa 0.� Q O V) ti w 0 c/) � Jm O T ry PROJECT NO. 4169.109 SHEET NO. •j CAD FILE N0. 4169 A-1 REV3 SCALE. AS NOTED A-2 At; DWN. BY: AC DATE: 6/9/09 REV411/8/11 r AYOUB ENGINEERING EXPRESSLY DISCLAIMS ANY RESPONSIBILITY FOR MONITORING, INSPECTING, OBSERVING, OR SUPERVISING CONSTRUCTION SERVICES, OR THE MEANS, METHODS, SEQUENCES AND TECHNIQUES OF CONSTRUCTION OR FOR JOB SITE SAFETY AND PROGRAMS FOR THE PROJECT DEFINED BY THE PLANS FOR WHICH THIS CERTIFICATION IS AFFIXED. AYOUB HAS NOT BEEN RETAINED FOR NOR SHALL If HAVE ANY CONTROL OVER OR BE IN CHARGE OF ACTS OR OMISSIONS OF ANY CONTRACTOR, SUBCONTRACTOR. OTHER AGENTS OR EMPLOYEES OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. i i 72'-0` 6 U D Energy BLUE LETTERING YELLOW FLAT FASCIA CANOPY COLUMN o o, cn z O ccr� _ Q (n -�— DISPENSER lnl OC BUMPER POSTS PROPOSED FRONT ELEVATION SCALE. 1/4"--1'-0" r- Nin 001,- oo (0rnoo o: i V Z — O Z Q %0 �O u N NOS O00 Z } cc Z O � to (\j r- i Y• F- W O .. t� O O 0 op N W W U III W Z OO ~ w 1 00 W J ( wx < � w � �- u i m Z p 0 U7 - NN Q af. � 0` W W w W F- 0 � 3 co m ix F- v. O 26'-0* .a Z = Q W700 QX ZO = O O 13 m co O %11w of YZQ ZZZX 0 z CO T LL CL a Lr"M 0 Energy O Z Q N Q IL Q z W BLUE LETTERING w YELLOW FLAT FASCIA U) Z CANOPY COLUMN O F O o O n V O V O to Z W 0 DISPENSER W W Q W F- W 3 jL�� w Q W a BUMPER POSTS 0 W ILL " W v O a ^W Wad � � N UJ w Z a 60PROPOSED SIDE CANOPY ELEVA TIONa CL W U) W p SCALE. 1/4" I'-On to 0- w W � m rn < 0 Lk � O Sur- ' ,` At p.. PROJECT NO. 4169.109 SHEET NO. CAD FILE N0. 4169 A-1 REV3 SCALE: AS NOTED A-3 OWN. BY. AC DATE: 5/19111 S�R Decision sv�Sc9�i�iw�f Cha�l�- CITY OF SALFM o DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT Kimberley Driscoll MAYOR 120 WASNINMON SIKFE.1 •SALM,MASSAC HUSrrrs 01970 LYNN GOONIN DUNCAN,AICP TFL:978-619-5685 • FAX: 978-740-0404 DIRECTOR August 1,2013 Mr.Anthony Guba, P.E. Ayoub Engineering, Inc. PO Box 514 Exeter, New Hampshire 03833 RE: 175 Lafayette Street,A.L. Prime Request for Insignificant Change Dear Mr. Guba: This letter is to confirm our telephone discussion regarding the requested changes to the approved project at 135 Lafayette Street. The change from the approved building material of a white Dryvit finish to a white split face block is not deemed insignificant due to the visual change. Further,as we discussed,your client does have the option to request the change through an amendment to the decision through the Planning Board. In terms of the HVAC screening material per#13 of the Planning Board conditions, we discussed that a bronze color to match the window frames would be appropriate and is approved as required. Please let me know if you have any questions. Sincerely, [ � A Ly oonin Dunca ,AICP Director AYOUB ENGINEERING , INC . ENGINEERING AND ARCHITECTURAL CONSULTANTS PO Box 514 Exeter, New Hampshire 03833 603-765-1001 Corporate Office 414 Benefit Street, Pawtucket, Rhode Island 02861 office 401-728-5533, fax 401-724-1110, email: info@ayoubengineering.com June 26, 2013 RECE, p Mr. Daniel Sexton, Staff Planner City of Salem Dept of Planning and Community Development JUN 2 tTj gu 1 City Hall Annex, aro Floor 120 Washington Street DEPT. OF PLANNING g Salem, Massachusetts 01970 -OMMUNITy DEVELOPMEV- RE: 175 Lafayette Street,A.L. Prime Request for Insignificant Change Dear Mr. Sexton, Per our conversations and email sent this evening, I am forwarding the attached revised building elevations plan, photos and manufacturer cut sheet for your consideration and approval of minor change to the building material for the proposed project and also approval of the HVAC screening material per item 13 of the Planning Board approval conditions. The building elevations as approved during site plan review indicated a white Dryvit finish (similar to stucco) but the owner was hoping to substitute a white split face block instead. The color and textured finish of the block would be very similar to the originally proposed Dryvit so we think that this is really a minimal insignificant change. The size, location, orientation, height of the building will all remain the same. Secondly, the Board asked that a final approval be made by the Planning Department for the screening material at the HVAC equipment. It was suggested during the hearings that something similar to the Salem State College Police building would be appropriate.After looking at that site,we incorporated that screening material on our plans and proposed at the hearing to install it with a white finish. Ms. Helen Sides was not fond of the white but rather than waste time at the hearing proposed that we submit a color for staff approval later. We thought that the silver used by the SSC Police is attractive and as it's in use nearby, thought also that it was probably acceptable to the City and that is what is being proposed. Construction of the project is now underway. Please let me know if you need any further information in order to make your decision and I will forward whatever you need as soon as possible. Thank you for your time and consideration. iS nt yGuba, P.E., P.O.E., LEEDAP Pr Manager,Ayoub Engineering, Inc. Enclosures as Stated I