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Home My WebLink About2012-06-05 Planning Board Supplemental Materials (71) GENERAL NO TES LEGEND S1 TE �� ]fir 1 . PROPERTY LINES SHOWN FROM ACTUAL FIELD SURVEY. SEE ESSEX NORTH DISTRICT 1 � `y REGISTRY OF DEEDS BOOK 7478, PAGE 199 AND SEE TOWN OF NORTH ANDOVER ASSESSORS MAP #71 LOT #26 FOR SITE. SB DH STONE BOUND DRILL HOLE � �� BANK FACILITY OWNER OF RECORD IS PARK STREET REDEVELOPMENT, LLC IP IRON PIN 231 SUTTON STREET-SUITE 1B NORTH ANDOVER, MASSACHUSETTS 01845 SMH SEWER MANHOLE 2. THERE ARE NO WETLANDS ON OR WITHIN 100' OF SITE. CB CATCH BASIN LP LIGHT POLE 3. TOPOGRAPHIC DATUM BASE IS U.S.G.S. M.S.L. (N.G.V.D.) TB TELEPHONE BOOTH LOCATED IN BENCHMARK IS INVERT OF SEWER MANHOLE STATION 7+72.8 PARK ST. • MW MONITORING WELL ELEVATION=125.61. RIM ELEVATION AT THAT MANHOLE IS 134.91. • B BOLLARD PROPERTY IS IN ZONE X FROM FEMA FLOOD INSURANCE RATE MAP 9 WG• RW ROOF DOWNSPOUT NOR ANDOVER, MASSACHUSETrT.(5)'GATE COMMUNITY PANEL N0. 250098 0003 C DATED JUNE 2, 1993. • CO CLEANOUT 4. UTILITIES SHOWN FROM EXISTING PLANS AND RECORDS AND FIELD SURVEY. UP UTILITY POLE HYDRANT 5. ATTENTION OF THE CONTRACTOR IS CALLED TO THE "SENSITIVE USE RESTRICTION" 132X12 SPOT ELEVATION RECORDED IN BOOK 11072 PAGE 215 ESSEX NORTH DISTRICT REGISTRY OF DEEDS - - -132- - - ELEVATION CONTOUR DEVELOPER (AND MADE A PART OF THE PROJECT SPECIFICATIONS) FOR THE "SENSITIVE USE D EXISTING DRAIN PIPELINE RESTRICTION" CONDITIONS OF SITE WORK AND OPERATIONS. ALL WORK SHALL BE S EXISTING SEWER PIPELINE �� WELLF[ � IN ACCORDANCE WITH THAT RESTRICTION AND THE OPERATIONS AND MAINTENANCE ss EXISTING SANITARY SEWER SERVICE PIPELINE PLAN PREPARED BY THIS FIRM DATED MAY 1 , 2012, FOR THE PROJECT. W EXISTING WATER PIPELINE WS EXISTING WATER SERVICE PIPELINE ONE MERRIMACK PLAZA G EXISTING GAS PIPELINE LO WELL, MASSACHUSETTS 01852 GS EXISTING GAS SERVICE PIPELINE — D — — PROPOSED DRAIN PIPELINE CONSTRUCTION NO TES ss— PROPOSED SANITARY SEWER SERVICE PIPELINE - - -WS- - - PROPOSED WATER SERVICE PIPELINE Gs PROPOSED GAS SERVICE PIPELINE 1. UTILITIES SHOWN HAVE BEEN COMPILED BASED EXISTING PLANS AND RECORDS, -UTE & CATV- PROPOSED UNDERGROUND TELEPHONE, ELECTRIC ACCURACY, LOCATIONS AND COMPLETENESS IS NOT GUARANTEED TO BE AND CABLE TELEVISION CORRECT IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ASCERTAIN THE - --6"RD-- - PROPOSED ROOF DRAIN PIPE (WITH SIZE) LOCATION AND ELEVATION OF ALL UTILITIES WHICH MAY AFFECT THE WORK. CALL, TOLL-FREE, THE DIG SAFE CALL CENTER AT 1-800-J44-72J,3 SEVENTY- TWO X CLF CHAIN LINK FENCE DESIGNER: HOURS PRIOR TO EXCA VA TION. WSF WOOD STOCKADE FENCE N/F NOW OR FORMERLY MERRIMACK ENGINEERING SERVICES 2. ALL EXISTING UTILITY GATE BOXES, MANHOLE FRAMES AND COVERS, CATCH FIND FOUND 66 PARK STREET BASIN FRAMES AND GRATES AND OTHER CASTINGS TO BE RETAINED SHALL BE CEM. CONC. CEMENT CONCRETE ANDOVER, MASSACHUSETTS 01810 ADJUSTED TO LINE AND/OR GRADE. ANY WORK REQUIRED ON ELECTRIC, GAS, BIT. CONC. BITUMINOUS CONCRETE CABLE TV OR TELEPHONE STRUCTURES AND LINES SHALL BE CARRIED OUT BY SC SUPPORT COLUMN THE OWNER. GC GRANITE CURB BCB BITUMINOUS CONCRETE BERM BCS BITUMINOUS CONCRETE SIDEWALK J. PUBLIC OR PRI VA TE PROPERTIES, BEYOND THE WORK LIMITS, SUCH AS MAIL CI CAST IRON BOXES, LIGHT POLES, SIDEWALKS, SHRUBS, FENCES, STREET SIGNS, ETC. DI DUCTILE IRON DAMAGED OR DISTURBED DURING CONSTRUCTION SHALL BE FIXED OR REPLACED BR BRASS A T THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER. CP COPPER (R) RECORD DIMENSIONAL AND DENSITY S UMMA..R Y 4. PRIOR WRITTEN NOTICE OF AT LEAST 48 HOURS SHALL BE GIVEN BY THE RET. RETAINING CONTRACTOR TO AFFECTED MUNICIPAL WATER AND FIRE DEPARTMENTS, WITH WCR WHEELCHAIR RAMP ZONE DISTRICT- GENERAL BUSINESS DISTRICT (GB) A COPY OF SUCH NOTICE SUBMITTED TO THE ENGINEER, BEFORE ANY WATER GFE GARAGE FLOOR ELEVATION USE: BANK (3, 159 S.F. FOOTPRINT) MAIN IS SHUT OFF AND IN NO CASE SHALL A GATE OR HYDRANT BE OPENED OR TC TOP OF CURB BC BOTTOM OF CURB ITEM REQUIRED PROPOSED SHUT WITHOUT PROPER AUTHOR/ZATION. TW TOP OF WALL 5. IMMEDIA TEL Y PRIOR TO PLACING NEW BITUMINOUS CONCRETE ADJACENT TO BW BOTTOM OF WALL MINIMUM LOT SIZE 25,000 S.F. 36, 75 9 S.F. EXISTING BITUMINOUS CONCRETE, THE VERTICAL FACE SHALL BE CLEANED AND FG FINISH GRADE LOT FRONTAGE 125' 251. 12'/124.05'/238.39' PROP. PROPOSED COA TED WITH BITUMEN FOR TACK COA T. L.F. LINEAR FEET MINIMUM LOT SETBACKS: SS SANITARY SEWER SERVICE 6. TOP OF CURB SHALL BE 6 INCHES ABOVE GUTTER GRADE UNLESS OTHERWISE TE TELEPHONE & ELECTRIC SERVICE FRONT 25 (5 MIN. FOR PARKING) 28. 77/74. 12/98.84 NOTED. 6" W WATER SERVICE & SIZE SIDE 25'* (40' FOR THIS SI TE) 49.08' R1-1� STOP SIGN REAR 35'* NIA 7. HORIZONTAL SEPARATION BETWEEN ALL SEWER AND WA TER PIPES SHALL BE A DYSL DOUBLE YELLOW SOLID LINE MINIMUM OF 10 FEET BETWEEN OUTSIDE OF PIPES. WHERE THE HORIZONTAL PROPOSED LIGHT POLE MAXIMUM LOT COVERAGE 35% 8.59% SEPARA TION CANNOT BE OBTAINED, THE SEWER PIPE SHALL BE LOCATED A MISC. MISCELLANEOUS MAXIMUM HEIGHT 45' 1 STORY, 29.56' MINIMUM OF 18 INCHES BELOW THE WATER PIPE (MEASURED BETWEEN THE FLOOR AREA RATIO N/A 1: 0859 OUTSIDE OF THE PIPES). WHERE NEITHER HORIZONTAL NOR VERTICAL PARKING: SEPARA TION CAN BE OBTAINED, BOTH PIPES SHALL BE ENCASED IN CONCRETE. REGULAR 8. EXISTING BUILDING AND ALL DEMOLITION ITEMS AND TREES/DEBRIS WITHIN LIMIT OF WORK FOR BANK BRANCH WITH SPACES: 25 SP TO BE REMOVED SHALL BE DISPOSED OF IN AN APPROVED LANDFILL. DRI VE THRU HANDICAP 5.5 SPACES/1,000 S.F. 3, 159 S.F./1,000 S.F. X 5.5=17.37 SPACES SPACES: 1 SP 9. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY SEWER OR DRAIN STRUCTURE GROSS FLOOR AREA (ROUND TO 18 SPACES) TOTAL = 26 SPACES WHICH BECOMES FILLED WITH DEBRIS DURING CONSTRUCTION. 0 AREA OF DRIVES, SIDEWALKS 10. EXISTING UTILITIES SHOWN TO REMAIN SHALL BE INSPECTED TO DETERMINE CURRENT ncn AND PARKING L D T NONE 19,216 S.F. CONDITION AS ACCEP TIBLE FOR CONTINUED USE OR NEED FOR NEW REPLA CEMEN T = 0 n o LANDSCAPE SCREENING r o (PERIMETER) 6'* 6' MIN. (15' @RES.) v7� TOTAL IMPERVIOUS AREA NONE (PRE-DEVELOPMENT 24,594 S.F.) 22,805 S.F. p o LANDSCAPED OPEN AREA NONE 13,954 S.F. <F�Sq o *ADJACENT TO RESIDENTIAL DISTRICT ADD 15' TO THE SETBACK; THE FIRST 15' OF THE SETBACK �T MUST BE LANDSCAPED. PARK ST. ST SITE PERMIT PLAN RUSSELL ST. SITE PROPOSED BANK FACILITY ALLEN ST. o FRANKLIN ST. �� PLAN OF LAND Mq PARK ST. IN Lo s gcHUSETTS NORTH ANDOVER, MASSACHUSETTS � AVENUE �'� INDEX FOR DEVELOPER SHT 1 TITLE SHEET APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD LOWELLFIVE 00 o SHT 2 EXISTING CONDITIONS AND DEMOLITION ONE MERRIMACK PLAZA LOWELL, MASSACHUSETTS 01852 SHT 3 LAYOUT AND MATERIALS SCALE: AS NOTED DATE: JANUARY 20, 2012 co `� SHT 4 GRADING AND UTILITIES DATE REV.: MAY 30, 2012 0) 1 0 1 2 00 SHT 5 DETAILS V) o LANDSCAPE PLANS & DETAILS FI LED MERRIMACK ENGINEERING SERVICES LOCUS MAP ARCHITECTURAL PLANS 66 PARK STREET 1 "=1,500' ANDOVER,VER, MASSACHUSETTS 01810 TITLE TEL: 978-475-3555 FAX 978-475-1448 SHEET HEARING EMAIL: MERRENG@AOL.COM 1 OF-5