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HomeMy WebLinkAbout10 Old Hyannis Road - 02 - Enlarged Partial PlanSCALE: 1=10 W:\SPRINT\7472\CAPECOD\73\RNA663C3.DWG 6/16/99 JRH ti. `• COORIDINATE LAYOUT TABLE '�^•• •2C CERTIFICATION LAT..~•41-41-34.3'`N.. -••" _.- _ ._" LONG: '70-14-46.4 , EQEV.- 121.3 POINT # NORTHING EASTING AZIMUTH 180 DESC. 1 2715625;25 998513.65 BL 2 2 2715541.43 998656.86 BL 4 3 2715540.88 998663.49 N. FENCE CORNER 4 2715519.99 998649.74 W. FENCE CORNE 5 2715514.49 998658.10 S. FENCE CORNER 6 1 2715535.38 998671.84 1 E. FENCE CORNER i1 k "„ • ` 4r `` NOTE: SEE SHEET RNA663C2 FOR BL#2 •:•_ - _. \_ 4 FIBERGLASS' SCREENED WALL C6 MOUNTED AROUND ANTENNAS RR `• AT TOP OF TANK. SCREENED \ WALL BY PACIFIC CELLS/TE j SYSTEMS INC F 0 TYPICAL ANGLE BETWEEN ir z SCREEN WALL POSTS ,' .... TMP/CAL D/STANCE TO N 5 �v SCREEN WALL POST ¢ F 2 SPRINT ANTENNA FRAME \ 30 0 64 C6 MOUNTED TO TCP OF WATER / BMJ R N �•,' �' TANK (T)P) �\ 60 0" , S� SPRINT PCS ANTENNAS 1 i AZtmu HON EXISTING 771 SECTQR 3280 WATER TANK RAD CS t ACCESS DOOR 11V ; FLEXWELL PREMIUM JUMPER MPER-DINM/PNM 3FT.-PREMIUM _�L @>(TOP GROUND BAR OF TOWER) GROUNDING KIT-/ �CABLEWAVE 916201). TYROF 6) 22 E3 GROUND BAR BOTTOM OF TOWER)- &E3 ROUND BAP, AT ACCA) BY OTHERS ACCESS 11.5' HATCH SCREENED WALL BY PACIFIC CELLST£ s , 5W1Nc cATE� NOTE: CONTRACTOR TO CERTIFY ANTENNA AZIMUTHS ARE WITHIN SYSTEMS, INC. C4 , f 2' OF INFORMATION SHOWN WITH REGISTERED LAND SURVEYOR CCESS HATCH 3 TYPICAL DISTANCE TD ANTENNA FACE CARL£ TRAY MOUNT£O 3 TO TOP OF WATER TANK SPRINT PPG` MINI ON a 1 s ANTENNA CABLE CONFIGURATION NL2715541.43 CONCRETE PIER C6 I C e E 998656.86 ! SITE WORK GENERAL NOTES: CNI SILT F£NC£ 901 1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWING AND 0 2 C4 STIPULATED IN THE SPECIFICATION PROJECT SUMMARY. / 806 CPS ANTENNA MOUNTED M I - E4 TO ANTENNA FRAME ¢ N 10 SPRINT SPECTRUM 2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL = O 1O X25'LEASE' AREA BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. T�0' I ` 6 3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW • 5 AWAY FROM THE PCS EQUIPMENT AND TOWER AREAS. 76 COAX CABLES MOUNTED .. .,- CS TO OVERFLOW PIPE 4. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN `•.5. GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED ,} _ 4� �^ I SPR/NT£OU/PM£NT IN ANY FILL OR EMBANKMENT. LADDER CABINETS ON PIER1 -'"" a FOUNDATIONS C6 5. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. \ \ 5 ^.\ 6. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER OVERFLOW PIPE ''` . UITLITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN \,_ `•\ `.. --- --�' / 343 EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CHAIN UNI( FENCE C4 CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING \ \ r-...:5; 341 345 CREW. \ C4 C4 � , 1 _-________•,._.-_-.-.- , 7. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, INSTALL CRUSHED SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE j STONE SURFACE i DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE THIRD PARTY BILL OF MATERIALS AZIMUTH 60 ANTENNA TYPE: TYPICAL GPS ANTENNA AZIMUTH 180 1 DOWNTILT= 0' AZIMUTH 280 DOWNTILT= 0' GPS ANTENNA AZIMUTH 60' - PCSS090-16-0 COAX LENGTH FT • COAX LENGTH FT * AZIMUTH 180' - PCSS090-16-0 GPS ANTENNA KIT LUCENT COX LENGTH RX/TX Q RX Q AZIMUTH 2804 -PCSS090-16-0 407517689 OR 407479336 FOR RUNS RX/TX Q , RX © FROM/TO CABLE TYPE/SIZE CABLE TYPE/SIZE LONGER THAN 300 FT. TYPE/ GPS Qj TOP 815414-003P 7/16" DIN FEMALE CONNECTOR (ANTENNA) N TYPE FEMALE CONNECTOR (ANTENNA) 815414-003P N/A 3 815414-003FN/A N TYPE MALE CABLE CONNECTOR CABLEWAVE 73480 GRAPHIC SCALE - JUMPER CABLE D 3 3 1/2" 3 3 6E4 GROUNDING KIT CABLEWAVE 3 MAIN CABLES: N FEMALE CONNECTOR TYPE 916198 _ (CABLEWAVE 738863). 1 FIELD 225' CABLEWAVE 81092 - FLC 158 CABLE TYPE 810920-001 CABLEWAVE FLEXWELL FLC 12 CABLE TYPE 810918-00 N/A CUT N/A GROUNDING KIT CA3LEWAVE 810920-001 6 ANTENNA CABLE COVER ASSEMBLY TYPE 916198 195' = N TYPE FEMALE CONNECTOR 210' 210' 1/2" CABLEWAVE 738863 ' TO ANTENNA CABLE1-5/8" 200' 1-5/8" 1 N/A ANTENNA CABLE COVER ASSEMBLY EXIT 4' PREMIUM FLEXWELL JUMPER. N/A N/A COVER ASSEMBLY N TYPE MALE CONNECTOR CABLEWAVE 734803 18 N/A N/A PRIMARY RADIO CABINET CONNECTORS - UNATTACHED FOR GPS AND MAIN CABLES: SECTOR (T)P.) ANTENNA CABLE CONFIGURATION • ESTIMATED LENGTHS FROM AVAILABLE INFORMATION. N/A N/A FIELD ENGINEER TO UPDATE ON AS -BUILT DRAWINGS •FEMALE "N" 1/2" (CABLEWAVE 734806) ACCESS 11.5' HATCH SCREENED WALL BY PACIFIC CELLST£ s , 5W1Nc cATE� NOTE: CONTRACTOR TO CERTIFY ANTENNA AZIMUTHS ARE WITHIN SYSTEMS, INC. C4 , f 2' OF INFORMATION SHOWN WITH REGISTERED LAND SURVEYOR CCESS HATCH 3 TYPICAL DISTANCE TD ANTENNA FACE CARL£ TRAY MOUNT£O 3 TO TOP OF WATER TANK SPRINT PPG` MINI ON a 1 s ANTENNA CABLE CONFIGURATION NL2715541.43 CONCRETE PIER C6 I C e E 998656.86 ! SITE WORK GENERAL NOTES: CNI SILT F£NC£ 901 1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWING AND 0 2 C4 STIPULATED IN THE SPECIFICATION PROJECT SUMMARY. / 806 CPS ANTENNA MOUNTED M I - E4 TO ANTENNA FRAME ¢ N 10 SPRINT SPECTRUM 2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL = O 1O X25'LEASE' AREA BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. T�0' I ` 6 3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW • 5 AWAY FROM THE PCS EQUIPMENT AND TOWER AREAS. 76 COAX CABLES MOUNTED .. .,- CS TO OVERFLOW PIPE 4. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN `•.5. GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED ,} _ 4� �^ I SPR/NT£OU/PM£NT IN ANY FILL OR EMBANKMENT. LADDER CABINETS ON PIER1 -'"" a FOUNDATIONS C6 5. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. \ \ 5 ^.\ 6. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER OVERFLOW PIPE ''` . UITLITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN \,_ `•\ `.. --- --�' / 343 EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CHAIN UNI( FENCE C4 CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING \ \ r-...:5; 341 345 CREW. \ C4 C4 � , 1 _-________•,._.-_-.-.- , 7. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, INSTALL CRUSHED SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE j STONE SURFACE i DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE THIRD PARTY BILL OF MATERIALS AZIMUTH 60 1 DOWNTILT- 0' AZIMUTH 180 1 DOWNTILT= 0' AZIMUTH 280 DOWNTILT= 0' GPS ANTENNA LENGTH COAX LENGTH FT • COAX LENGTH FT * COAX LENGTH FT ' COX LENGTH RX/TX Q RX Q RX/TX Q RX Q RX/TX Q , RX © FROM/TO CABLE TYPE/SIZE CABLE TYPE/SIZE CABLE TYPE/SIZE TYPE/ GPS Qj TOP 815414-003P MECHANICAL DOWNTILT KIT - XSL50976 6 815414-003P N/A 3 815414-003FN/A GRAPHIC SCALE - JUMPER CABLE 1/2' 3 3 1/2" 3 3 1/2" 3 3 MAIN CABLES: •1/2' DIA. FLEXWELL COAXIAL (CABLEWAVE 810918-001) 1 FIELD 225' •7/8" DIA. FLEXWELL COAXIAL (CABLEWAVE 810921-001) N/A CUT N/A FROM TOP JUMPER 810920-001 6 200' 810920-001 195' 195' 810920-001 210' 210' 1/2" 195' TO ANTENNA CABLE1-5/8" 200' 1-5/8" 1 N/A 1-5/8" •7/8' CABLE (CABLEWAVE 916199) N/A N/A COVER ASSEMBLY •1-5/8' CABLE (CABLEWAVE 916201) 18 N/A N/A 6 CONNECTORS - UNATTACHED FOR GPS AND MAIN CABLES: ANTENNA CABLE 2 N/A N/A •FEMALE "N" 1/2" (CABLEWAVE 734806) N/A N/A N/A *MALE DIN 7/16' (CABLEWAVE 734737) N/A COVER ASSEMBLY TO RIMARYCABINET N/A 4 4 1/2" 4 4 1/2„ 4 4 N/A - RADIO 1/2" 1 N/A N/A NORTHERN TECHNOLOGIES, MODEL # N2101-WDI 8 ACCA: PROVIDED BY LUCENT (BY OTHERS) N/A N/A ACCESS 11.5' HATCH SCREENED WALL BY PACIFIC CELLST£ s , 5W1Nc cATE� NOTE: CONTRACTOR TO CERTIFY ANTENNA AZIMUTHS ARE WITHIN SYSTEMS, INC. C4 , f 2' OF INFORMATION SHOWN WITH REGISTERED LAND SURVEYOR CCESS HATCH 3 TYPICAL DISTANCE TD ANTENNA FACE CARL£ TRAY MOUNT£O 3 TO TOP OF WATER TANK SPRINT PPG` MINI ON a 1 s ANTENNA CABLE CONFIGURATION NL2715541.43 CONCRETE PIER C6 I C e E 998656.86 ! SITE WORK GENERAL NOTES: CNI SILT F£NC£ 901 1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWING AND 0 2 C4 STIPULATED IN THE SPECIFICATION PROJECT SUMMARY. / 806 CPS ANTENNA MOUNTED M I - E4 TO ANTENNA FRAME ¢ N 10 SPRINT SPECTRUM 2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL = O 1O X25'LEASE' AREA BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. T�0' I ` 6 3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW • 5 AWAY FROM THE PCS EQUIPMENT AND TOWER AREAS. 76 COAX CABLES MOUNTED .. .,- CS TO OVERFLOW PIPE 4. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN `•.5. GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED ,} _ 4� �^ I SPR/NT£OU/PM£NT IN ANY FILL OR EMBANKMENT. LADDER CABINETS ON PIER1 -'"" a FOUNDATIONS C6 5. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. \ \ 5 ^.\ 6. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER OVERFLOW PIPE ''` . UITLITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN \,_ `•\ `.. --- --�' / 343 EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CHAIN UNI( FENCE C4 CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING \ \ r-...:5; 341 345 CREW. \ C4 C4 � , 1 _-________•,._.-_-.-.- , 7. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, INSTALL CRUSHED SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE j STONE SURFACE i DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE THIRD PARTY BILL OF MATERIALS SITE NAME: YARMOUTH WATER TANK I SITE NO.: BS23XC6638 A E FIRM: CLOUGH HARBOUR do ASSOCIATES LLP ITEM DESCRIPTION QUANTITY LENGTH TOTAL NO. ENGINEERING. I 2. ITEMS 3 AND 4 A IE FABRICATED BY CONTRACTOR RE LD (EACH) (FEET EACH) LENGTH 1 ANTENNAS: �•' SENCH MAR1<^ "x `e11T" ANCHOR • ..:. -- .. \ .RSI WIRELESS PCSS090-16-0 6 N/A N/A 76 *CPS - LUCENT / 407517689 1 N/A N/A 2 MECHANICAL DOWNTILT KIT - XSL50976 6 N/A N/A 3 JUMPER CABLES: GRAPHIC SCALE ` • FLEXWELL COAXIAL JUMPER ASSEMBLY (CABLEWAVE 815414-003P): 6 3 N/A 4 MAIN CABLES: •1/2' DIA. FLEXWELL COAXIAL (CABLEWAVE 810918-001) 1 FIELD 225' •7/8" DIA. FLEXWELL COAXIAL (CABLEWAVE 810921-001) N/A CUT N/A AND COORDINATED WITH THE TOWN/COUNTY CODE ENFORCEMENT OFFICE. •1-5/8' DIA. FLEXWELL COAXIAL (CABLEWAVE 810920-001) 6 LENTOTIi 1400' 5 GROUNDING KITS NTH 60" GROUND CABLE AND 2 -HOLE LUCS FOR 1 inch = 10 1L THE FOLLOWING: •1/2' CABLE (CABLEWAVE 916198) 1 N/A N/A •7/8' CABLE (CABLEWAVE 916199) N/A N/A N/A •1-5/8' CABLE (CABLEWAVE 916201) 18 N/A N/A 6 CONNECTORS - UNATTACHED FOR GPS AND MAIN CABLES: •MALE »N' 1/2» (CABLEWAVE 734803) 2 N/A N/A •FEMALE "N" 1/2" (CABLEWAVE 734806) N/A N/A N/A *MALE DIN 7/16' (CABLEWAVE 734737) N/A N/A N/A -FEMALE 'N" 7/8' (CABLEWAVE 734837) N/A N/A N/A *FEMALE "N" 1-5/8" (CABLEWAVE 738863) 12 N/A N/A 7 PPC MINI (200 AMP), IN UNE TYPE AS MANUFACTURED BY 1 N/A N/A NORTHERN TECHNOLOGIES, MODEL # N2101-WDI 8 ACCA: PROVIDED BY LUCENT N/A N/A N/A IC IA -A-Sprint SN or &14 Sprint Spectrum, LP HARBOUR CL000H, YARMOUTH, PROSPECT HILL WATER TANK Spectrum, LP �• & ASSOCIATES LLP -v 8B "yam ENGINEERS, SURVEYORS, PLANNERS CROSSROADS CORPORATE CENTER /4"4s ISSUED FOR CONSTRUCTION KeK KJW JPs � Ole DRAWING COPYRIGHT YARMOUTH WATER DEPT. 1 INTERNATIONAL BOULEVARD, SUITE 800 6 y ENLARGED SITE PLAN AND ELEVATION © 1999 S L ANOSCAPE ARCHITECTS /2+ ISSUED FOR REVIEW JW K,w JPs c 171 PARK AVENUE - WEST SPRINGFIELD, MA - 01090 OLD HYANNIS ROAD/ PROSPECT HILL MAHWAH, NEW JERSEY 07495 9 - 11R G° NO. DATE REVISIONS er CHK APP'0EgE JOB N0. DRAWING NUMBER REV YARMOUTH, 'MA, 02664 BOSTON MTAN AML. P.O. Box 628 413-746-0796 SITE NO.: BS23XC663B2 SCALE 1' . 10' DESIGNED BR.B. DRAW JRI{ 74725573 RBA663C3 1 CHA Project No. 7472-73 a 3 2 22 z 34 D SIZE rr, __- \''<''� ``" -- -� ,. i•. TREATMENT WITH/N C4 e EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF NOTES 1. ITEMS LISTED IFDB Y OVMER To SUPPLIED U ��`•., _ �w.,'•'� "`' '~r` 1''' ``+.. TOWER YARD \\\\ ENGINEERING. I 2. ITEMS 3 AND 4 A IE FABRICATED BY CONTRACTOR RE LD M �� `w %% 8. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND �•' SENCH MAR1<^ "x `e11T" ANCHOR • ..:. -- .. \ NOT COVERED BY THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO BOLT 6F WATER TANK ` 76 A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH ELEVBOLT = 1WAT SPR/NT ACE BR/DOE AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK. .. CS GRAPHIC SCALE ` 9. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING 10 0 5 10 20 40 t CONSTRUCTION, SHALL BE IN CONFORMANCE WITH STATE OF MASSACHUSETTS GUIDELINES FOR EROSION AND SEDIMENT CONTROL ENLARGED PARTIAL PLAN AND COORDINATED WITH THE TOWN/COUNTY CODE ENFORCEMENT OFFICE. ( 1N FEET) SCALE 1"=10' 1 inch = 10 1L IC IA -A-Sprint SN or &14 Sprint Spectrum, LP HARBOUR CL000H, YARMOUTH, PROSPECT HILL WATER TANK Spectrum, LP �• & ASSOCIATES LLP -v 8B "yam ENGINEERS, SURVEYORS, PLANNERS CROSSROADS CORPORATE CENTER /4"4s ISSUED FOR CONSTRUCTION KeK KJW JPs � Ole DRAWING COPYRIGHT YARMOUTH WATER DEPT. 1 INTERNATIONAL BOULEVARD, SUITE 800 6 y ENLARGED SITE PLAN AND ELEVATION © 1999 S L ANOSCAPE ARCHITECTS /2+ ISSUED FOR REVIEW JW K,w JPs c 171 PARK AVENUE - WEST SPRINGFIELD, MA - 01090 OLD HYANNIS ROAD/ PROSPECT HILL MAHWAH, NEW JERSEY 07495 9 - 11R G° NO. DATE REVISIONS er CHK APP'0EgE JOB N0. DRAWING NUMBER REV YARMOUTH, 'MA, 02664 BOSTON MTAN AML. P.O. Box 628 413-746-0796 SITE NO.: BS23XC663B2 SCALE 1' . 10' DESIGNED BR.B. DRAW JRI{ 74725573 RBA663C3 1 CHA Project No. 7472-73 a 3 2 22 z 34 D SIZE