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Home My WebLink About1314 RED CEDAR CIRCLE CRICKET EVERGREEN PARK REPLAT - Filed T-TELECOMMUNICATION PLANS - 2011-03-22.Q (V m R a s s 42 .rt ARCHITECT AMERICAN TOWER ENGINEERING SERVICES 900 CIRCLE 75 PARKWAY, SUITE 300 ATLANTA, GA 30339 PHONE: 770-308-1947 FAX:770-952-4999 CONTACT: JAMES R. JUSTICE A&E MANAGER APPLICANT: CRICKET COMMUNICATIONS SEATTLE 5680 GREENWOOD PLAZA BLVD, SUITE 500 GREENWOOD VILLAGE, CO 80111 PHONE: N/A CONTACT: RANDY JONES ZONING & BUILDING PERMIT: BUILDING PERMIT CONTACT/AGENT: NINA MARQUIS PHONE:206-683-3572 LANDLORD: AMERICAN TOWER CORPORATION 10 PRESIDENTIAL WAY WOBURN, MA 01801 PHONE: 781-926-4500 FAX: 781-926-4555 GROUND OWNER: JERALD H. RUSSELL 1314 RED CEDAR CIRCLE FORT COLLINS, CO 80524 PHONE: N/A ELECTRIC FORT COLLINS LIGHT & POWER 970-212-2900 TFI rn QWEST 800-777-9594 CONSULTANT TEAM SITE NAME: JOSH AMES SITE NUMBER: FNL-385 ATC SITE NUMBER: 302435 NEW EQUIPMENT AND NEW ANTENNAS ON AN EXISTING MONOPOLE CUSTOMER SITE NAME: FNL-385 JOSH AMES ATC SITE NAME: JOSH AMES ATC SITE NUMBER: 302435 SITE ADDRESS: 1314 RED CEDAR CIRCLE FORT COLLINS, CO 80524 LARIMER COUNTY PARCEL ID: 97012-14-004 ZONING JURISDICTION: CITY OF FORT COLLINS ZONING CLASSIFICATION: I-1 INDUSTRIAL LAT. 400 36' 17.415" N LON. 1050 4' 26.789" W GROUND ELEVATION: 4977.8' AMSL CODE BLOCK: BUILDING CODE: 2006 INTERNATIONAL BUILDING CODE 2008 NATIONAL ELECTRIC CODE PROPOSED EQUIPMENT OCCUPANCY: B (UNMANNED TELEPHONE EQUIPMENT AND ANTENNA) WATER SUPPLY: NONE WASTE WATER: NONE PLUMBING: NONE USE GROUP: U (UTILITY) CONST. TYPE: IIB SQ. FOOTAGE : 105 THE PROPOSED PROJECT INCLUDES: NEW 4' x 13' EQUIPMENT PLATFORM NEW ELECTRICAL SERVICE NEW TELEPHONE SERVICE NEW ANTENNAS AND ALL ASSOCIATED PARTS THIS FACILITY SHALL MEET OR EXCEED ALL FAA AND FCC REGULATORY REQUIREMENTS PROJECT SUMMARY SHT. NO. DESCRIPTION T-1 TITLE SHEET S-1 SURVEY 11 A -I COMPOUND PLAN A-2 ELEVATION A-3 PLATFORM, ICE BRIDGE, & GPS DETAILS A-4 RF, ANTENNA & TRENCH DETAILS A-5 COAX AND ANTENNA DETAILS A-6 SITE DETAILS E-I GROUNDING PLAN E-2 GROUNDING DETAILS E-3 PPC CABINET DETAILS E-4 ELECTRICAL DETAILS GN-I GENERAL NOTES GN-2 GENERAL NOTES GN-3 GENERAL NOTES GN-4 GENERAL NOTES SHEET INDEX QN 1 } F yj E Ej )MtaW 6� � u A KfM a ' � L �Ma.. ui W W,II6,N kYI,IW.In AblY.01G3 � FEfalfl�ll, Hz„isu mwW*,or Eimv 'hp, F.P."Y- <i' a »ass,noarw y' Ba b(, �, Pm Ccffi�Cx 4u• � ,Yr� 1Wafy LYitlrnrwtl z [4eJ �ep z,� Y . 'EI Ev,ne g, Or; a LL ptl. � � :• � Wl,nglam9 , W t OYctln911.m � 4N*re ia�p H eunaa„A.e � _.!WMwnWnAre _;ENoun[aM A.c ^ }3 J� �i C011ka aFOrt w��Yx 'Y+ pw.e,ea M'�Eu S b EMry1nn11a 51 LOCATION MAP I-25 EXIT 269. GO WEST ON SH14/MULBERRY ST. FOR 4 MILES, NORTH ON COLLEGE, EAST ON CONIFER, NORTH ON RED CEDAR CIRCLE. TOWER IS INSIDE TOY SHED STORAGE. SITE DIRECTIONS �Qo 60 j j N 90 MAGNETIC DECLINATION THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS. CRICKET R.F.: CRICKET ZONING: CRICKET SA: CRICKET P&T: CRICKET CONST.: 161,004M 01MR0001411019 PROPERTY OWNER.: APPROVALS DATE: DATE: DATE: DATE V7!r14 DATE: DATE cTicVet corlcm unicatious,TNC 7100 Columbia Gateway Drive, Suite 120 Columbia, IVID 21046 410-872-0078(0) 410-872-0442(F) AMERICAN TOWER® OLJ V�J�LI VOOLI �VJLJ V�J 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 �972 999-8900 Tel. 972 999-8940 Fax NYSE AMT THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AMERICAN TOWER 440225K4 PROJECT NO.: DRAWN BY: CHLE CHECKED BY: SAE SUBMITTALS NO. DATE DESCRIPTION BY 0 10/10/09 PRELIM FOR REVIEW SK 1 10/20/09 REVISIONS/STAMPED DH ATC- 302435 FNL- 385 SITE ADDRESS 1314 RED CEDAR CIRCLE FORT COLLINS, CO 80524 SHEET TITLE: TITLE SHEET SHEET NUMBER: T4 M2 - 24 q1W N 200A FUSABLE SAFETY SWITCH TO METER LOCATION 6'-0" 3" SCH. 40 — PROPOSED GALV. PIPE METER (N) CRICKET (N) ICEBRIDGE (N) CRICKET 0000000000000aaooao BTS CABINET WB—K110—B GPS ANTENNA o O ,oe (N) CRICKET GENERATOR PLATFORM RECEPTACLE e CRICKET CD DRIP LOOP C=D o w J L PPC/TPC w o✓ o 0 2 1/2" Z U O CONDUIT :2 zi30" CLEAR Q W- 10TO OPEN n DOOR LU w o o I W ° 3 0 0 O 0 0 O 2.5" PVC CONDUIT - N GRADE ° FOR TELCO 0I FINISH GRADE IN N I I c I a io o a RIGID CONDUIT TO TERMINATE 24" °I FROM EDGE OF BTS CABINET, UTILIZE CABLE Ua . ° U THEN TRANSITION TO 2" LIQUID ENTRY VIA PORT ° io SEALTITE CONDUIT. STEEL GRATE LOCATION ON REAR ON PLATFORM TO BE MODIFIED PANEL (SEE DETAIL TO ACCOMODATE POWER/TELCO 3/A-4) "12-0 ENTRY INTO CABINET PLATFORM ELEVATION 3 BACKBOARD DETAIL 2 NOT USED NOT USED 1 cTicl<et COnllnUfikatlOnS, INC 7100 Columbia Gateway Drive, Suite 120 Columbia, MD 21046 410-872-0078(0) 410-872-0442 (F) AMEMCAN TOWER® �S'4G3MC��r'MG3�d o LJ V L�J � IJ V o o LRYJ LJ�J�J 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 972 999-8900 Tel. 972 999-8940 Fax NYSE AMT THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTfTUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AMERICAN TOWER 4402251<4 PROJECT NO.: DRAWN BY: CHILE CHECKED BY: SAE SUBMITTALS NO. DATE DESCRIPTION BY 0 10/10/09 PRELIM FOR REVIEW SK 1 10/20/09 REVISIONS/STAMPED DH ATC- 302435 FN L- 385 SITE ADDRESS 1314 RED CEDAR CIRCLE FORT COLLINS, CO 80524 SHEET TITLE: SITE DETAILS SHEET NUMBER: A-6 GROUNDING VAULT 13"x24"xl 2" PART# MTC97C (2) #2 COPPER TINNED SO STINGERS WITH TWO HOLE t BARREL COMPRESSION LUGS #6 GREEN THHI` LEADS FROM CC KITS WITH TWO BARREL COMPRE (MTC 976715 — N MTC 976720 (IF REQUIRED) C 10' FROM TOWEI I I I I A- ----- GROUNDING PLAN FINISHED GRADE AGGREGATE SURFACE GROUND RING DETAIL EXISTING TOWER —� GROUND RING #2 AWG SOLID BARE TINNED COPPER EXTERIOR GROUND RING EXOTHERMIC WELD TO GROUND ROD GROUND ROD (TYPICAL) FINISHED I— (0 0 0 a- 3:w 0� � J Mw m UIRE GROUND E CAD WELD FIELD VERIFY. V GROUND RING RIED BELOW 0E (SEE DETAIL k 2 FOR MORE DRMATION) CRICKET PLATFORM #2 AWG SOLID TINNED - COPPER WIRE (EXTERIOI GROUND RING) I I GROUND TEST WELL GROUNDING NOTES: 1. ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 780 (LATEST EDITION), AND MANUFACTURER. 2. IF THE AC PANEL IN THE POWER CABINET IS WIRED AS SERVICE ENTRANCE, THE AC SERVICE GROUND CONDUCTOR SHALL BE CONNECTED TO GROUND ELECTRODE SYSTEM. WHEN THE AC PANEL IN THE POWER CABINET IS CONSIDERED A SUB —PANEL, THE GROUND WIRE SHALL BE INSTALLED IN THE AC POWER CONDUIT. THE INSTALLATION SHALL BE PER LOCAL AND NATIONAL ELECTRIC CODE (NFPA-70). 3. EXOTHERMIC WELDING IS RECOMMENDED FOR GROUNDING CONNECTION WHERE PRACTICAL. OTHERWISE, THE CONNECTION SHALL BE MADE USING COMPRESSION TYPE-2 HOLES. LONG BARREL LUGS OR DOUBLE CRIMP CLAMP "C" CLAMP. THE COPPER CABLES SHALL BE COATED WITH ANTIOXIDANT (COPPER SHIELD) BEFORE MAKING THE CONNECTIONS. THE MANUFACTURER'S TORQUING RECOMMENDATIONS ON THE BOLT ASSEMBLY TO SECURE CONNECTIONS ARE TO BE FOLLOWED. 4. THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP AND BOTTOM OF THE VERTICAL RUN FOR LIGHTING PROTECTION. THE ANTENNA CABLE SHIELD SHALL BE BONDED TO A COPPER GROUND BUSS AT THE LOWER MOST POINT OF A VERTICAL RUN JUST BEFORE IT BEGINS TO BEND TOWARD THE HORIZONTAL PLANE. WIRE RUNS TO GROUND SHALL BE KEPT AS STRAIGHT AND SHORT AS POSSIBLE. ANTENNA CABLE SHIELD SHALL BE GROUNDED JUST BEFORE ENTERING THE CELL CABINET. ANY ANTENNA CABLES OVER 200 FEET IN LENGTH SHALL ALSO BE EQUIPPED WITH ADDITIONAL GROUNDING AT MID —POINT. 5. ALL GROUNDING CONDUCTORS INSIDE THE BUILDING SHALL BE RUN IN CONDUIT RACEWAY SYSTEM, AND SHALL BE INSTALLED AS STRAIGHT AS PRACTICAL WITH MINOR BENDS TO AVOID OBSTRUCTIONS. THE BENDING RADIUS OF ANY #2 GROUNDING CONDUCTOR IS 8". PVC RACEWAY MAY BE FLEXIBLE OR RIGID PER THE FIELD CONDITIONS. GROUNDING CONDUCTORS SHALL NOT MAKE CONTACT WITH ANY METALLIC CONDUITS, SURFACES OR EQUIPMENT. 6. PROVIDE PVC SLEEVES WHERE GROUNDING CONDUCTORS PASS THROUGH THE BUILDING WALLS AND /OR CEILINGS. 7. INSTALL GROUND BUSHINGS ON ALL METALLIC CONDUITS AND BOND TO THE EQUIPMENT GROUND BUSS IN THE PANEL BOARD. 8. GROUND ANTENNA BASES, FRAMES, CABLE RACKS AND OTHER METALLIC COMPONENTS WITH #2 GROUNDING CONDUCTORS AND CONNECT TO INSULATED SURFACE MOUNTED GROUND BARS. CONNECTION DETAILS SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS FOR GROUNDING. 9. GROUND COAXIAL SHIELD AT BOTH ENDS USING MANUFACTURER'S GUIDELINES. GROUND FIELD TEST PROCEDURE: A. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A "FALL OF POTENTIAL" TEST ON THE NEW SUPPLEMENTAL GROUND FIELD PRIOR TO FINAL CONNECTION OF THE GROUNDING SYSTEM TO EQUIPMENT. THE TEST SHALL BE PERFORMED BY A QUALIFIED AND CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. THE GROUND SYSTEM RESISTANCE TO EARTH GROUND SHALL NOT EXCEED FIVE (5) OHMS. IF THE GROUND TEST EXCEEDS THE MAXIMUM OF 5 OHMS THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ADDITIONAL GROUND CONNECTIONS AS REQUIRED TO MEET THE 5 OHMS MAXIMUM. GROUNDING NOTES GROUNDING LEGEND: —5/8"x8'—O" COPPERCLAD GROUND ROD AT EACH CORNER ® —GROUND TEST WELL AT ROD 8"x 36# DP. INSPECTION VC OR SOIL PIPE ' OR EQUIVALENT e—XIT GROUND ROD ■ —MECHANICAL CONNECTION - —EXOTHERMIC WELD (CADWELD) 13"x24" GROUNDING CADWELD CONNECTION VAULT WITH LID AND (TYPE—GT) LOCK BOLTS (MTC 97681324) 1 " WIDE SLOT FOR GROUND WIRE EXTEND 2" ABOVE GROUND WIRE — — — #2 AWG BCW #2 STRANDED INSULATED (FROM EQUIPMENT TO MGB) 5 3 #2 TINNED SOLID COPPER STINGERS, QUANTITY DETERMINED BY CABINET CONFIGURATION SPECIFIC TO MARKET 3/4" CRUSHED STONE OR EQUAL FILL TEST WELL TO WITHIN 2" OF v % / \// TOP OF GROUND LOOP WIRE XXI ;. \\ \ 5/8"OxlO' LONG COPPER \/ ��/ /' CLAD GOUND ROD / , /./i -/ '/'/ . ,/ , 2 1 EQUIPMENT GROUNDING ON SLAB cor i c et C1i111111U111Cati011S, INC 7100 Columbia Gateway Drive, Suite 120 Columbia, MD 21046 410-872-0078(0) 410-872-0442(F) AMEMCAN TOWER® �4G3MC�4MG��d O LJ V �J�IJ \.JOOLJ �VJLJ V �J 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 972 999-8900 Tel. 972 999-8940 Fax NYSE AMT THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AMERICAN TOWER 440225K4 PROJECT NO.: DRAWN BY: CHLE CHECKED BY: SAE SUBMITTALS NO. DATE DESCRIPTION BY 0 10/10/09 PRELIM FOR REVIEW SK 1 10/20/09 REVISIONS/STAMPED DH ATC- 302435 FN L- 385 SITE ADDRESS 1314 RED CEDAR CIRCLE FORT COLLINS, CO 80524 SHEET TITLE: GROUNDING PLAN & NOTES SHEET NUMBER: E4 M2-24 q1q. N N a GROUND RING #2 AWG BCW CABLE TO CABLE CADWELD CADWELD GROUND RING #2 AWG BCW #2 AWG BCW VERTICAL POST CONNECTED TO RING VERTICAL POST NOT CONNECTED TO RING NOTE: 1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND AT EACH GATE POST. AS A MINIMUM ONE VERTICAL POST SHALL BE BONDED TO THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE. 2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. 3. BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO EACH VERTICAL POST THAT IS BONDED TO THE EXTERIOR GROUND RING GATE GROUNDING DETAIL I ••••♦ p�•�p APPLICABLE SEE NOTE 3 & 4 CADWELD #2 AWG BCW —w CABLE TO CABLE#2 AWG BCW CADWELD (TYP.) — NOTE: RING GROUND #2 AWG BCW (36" MIN. BELOW GRADE) 1. THE #2 AWG, BCW, FROM THE RING GROUND SHALL BE CADWELDED TO THE POST ABOVE GRADE. 2. BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO EACH VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING 3. GATE JUMPER SHALL BE #4/0 AWG WELDING CABLE WITH SLEEVES ON EACH END DESIGNED FOR EXOTHERMIC WELDING. 4. GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE SUBJECTED TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER DIRECTION. FENCE GROUNDING DETAIL (IF APPLICABLE GROUND LEADS #6 AWG FOR COAX GROUNDS DIRECT BOLT MOUNTING BRACKETS (SUPPLIED WITH GROUND BAR) H 2 31 ICEBRIDGE ELEVATION #2 TINNED SOLID COPPER GROUND WIRE CONNECTED TO GROUND RING WITH EXOTHERMIC CONNECTION, TYP. 13"x24" GROUNDING VAULT WITH LID AND LOCK BOLTS (MTC 97681324) 3" SCHED 40 PVC CONDUIT PPC T(-1 TFPKAINIATF COAX GROUNDING KITS TYPICAL (6) MTC 976715 — 15' MTC 976720 — 20' COPPER TY DETERMINED 1GURATION <ET DINED SOLID =R TO BE CTED VIA 1 " TIGHT 3" FLEXIBLE CONDUIT 1/4" THICK x 2" x 10" COPPER GROUND NOTE: �0000 BAR (KOPR—SHIELD COATED). O O REVISED STANDARD O A( � = = = � = TO REQUIRE GROUND D O INCLUDE PLACEMENT WELD AND OR LUG ANDREW PART No. MTC9674TS CONNECTION. FIELD (OR APPROVED EQUAL) MOUNTED O VERIFY. 0 0 3" SCHED. 40 PVC TO TOWER TOP, IN A NON —INSULATED (� TWO HOLE LONG BARREL #6 INSULATED GROUND WIRES 0 0 MANNER. COMPRESSION LUGS, TYP. EXTENDING DOWN FROM COAX ° ° CONTRACTOR TO UTILIZE GROUNDING KITS, TYP. (6) 0 0 CONTRACTOR TO UTILIZE KOPR—SHIELD (THOMAS & KOPR—SHIELD (THOMAS & BETTS) MTC 976715 — 15' TWO HOLE LONG BARREL BETTS) ON ALL LUG MTC 976720 — 20' COMPRESSION LUGS 00 CONNECTIONS ON ALL LUG CONNECTIONS °O TOP TOWER GROUND BAR DETAIL 61 GROUNDING VAULT 51 COAX GROUNDING 11 41 caricl<et cowtimiiications. ixc 7100 Columbia Gateway Drive, Suite 120 Columbia, MID 21046 410-872-0078(0) 410-872-0442(F) AMERICAN TOWER® �S4G3NXs`%�MG3�d 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 972 999-8900 Tel. 972 999-8940 Fax NYSE AMT THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBUCATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AMERICAN TOWER 440225K4 PROJECT NO.: DRAWN BY: CHILE CHECKED BY: SAE SUBMITTALS NO. DATE DESCRIPTION BY 0 10/10/09 PRELIM FOR REVIEW SK 1 10/20/09 REVISIONS/STAMPED DH ATC- 302435 FNL-385 SITE ADDRESS 1314 RED CEDAR CIRCLE FORT COLLINS, CO 80524 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: E-2 0.2-24 m I � a ra- tT N ZE 1 11 51, 16 SPECIFICATIONS: PHYSICAL: CABINET TYPE: UL TYPE 3R CABINET MATERIAL: 125" 5052—H32 ALUMINIUM WIRE CONDUIT KNOCKOUTS SIDES — 3 PER SIDE © 2-1/2"0 CONDUIT TRADE SIZE (2.97" 0 ACTUAL) BOTTOM — 4 ® 2-1/2"0 CONDUIT TRADE SIZE (2.97" 0 ACTUAL) OUTER CABINET DIMENSIONS: 64" X 30" X 12" MOUNTING HOLES (BOTTOM): 4 Q 0.44" 0 MOUNTING HARDWARE/GASKET INCLUDED WEIGHT: APPROXIMATELY 150 LBS. (68 KG) POWER CENTER: UL: LISTED TO UL 891 SERVICE: 120/24OV, 1 PHASE, 200 AMP GENERATOR & UTILITY BREAKERS: SQUARE D, Q FRAME, 200 AMP FEATURES: FACE MOUNT MECHANICAL INTERLOCK TRANSFER MECHANISM C A T S 0 00 O O _ —0 2'-3" r- N O TELCO COMPARTMENT SURGE ARRESTOR 2 29.9 GENERATOR RECEPTACLE: 200A, 2W/3P APPLETON ADR1023 LOAD CENTER: 200 AMP, 24 POSITION SQUARE D, QO STYLE BRANCH BREAKERS (1) 20A DUAL POLE (TVSS) INCLUDED (1) 15A SINGLE POLE (GFI RECEPTACAL) INCLUDED (1) 1 CA VENTILATION FAN INCLUDED SUPRESSION: 120/240V TRANSTECTOR MCP120TA-10M SUPPRESSION PRIMARY TECHNOLOGY: SILICON AVALANCHE SUPRESSOR DIODES (SASD) SECONDARY TECHNOLOGY: METAL OXIDE VARISTORS (MOV) TELCO CENTER: GROUND 12 POSITION MASTER COPPER GROUND BAR BACKBOARD: NOMINAL 3/4" CDX GRADE PLYWOOD RECEPTACLE: 15A GFI DUPLEX TERMINAL STRIP: 12 POSITION PUNCH DOWN BLOCK: 66 POSITION, CAT 5 SUPPRESSION: (1) TRANSTECTOR SYSTEMS TSJ-48—CLT TECHNOLOGY: SILICON AVALANCHE SUPRESSOR DIODES (SASD) (UL 497A) 03 MOUNTING HOLES 3/8" BOLTS (4) PLACES in STANDARD T-1 (4 PAIR) CAT-5 COLOR CODING AS FOLLOWS: (1) ORANGE/WHITE (2) WHITE/ORANGE (3) SKIP (4) BLUE/WHITE (5) WHITE/BLUE OVER/UNDER CABINET 64x30 OUTDOOR AS MANUF. BY TRANSTECTOR SYSTEMS, INC. APPLETON ADR1023 inn AkAn mAl /zn AL.0.125 THICK SAT FINISH NCLOSURE MCP SERIES SUPPRESSION 200 AMP POSITION SQUARE D LOAD CENTER 200 AMP INTERLOCKED SQUARE D MAIN BREAKERS GFCI CONVENIENCE OUTLET 12 POSITION TERMINAL BLOCK CAT 5 PUNCH DOWN BLOCK SURGE ARRESTOR SJ SERIES UPPRESSION NT GROUND BAR • c T c 1<0et Loinin unications. INC 7100 Columbia Gateway Drive, Suite 120 Columbia, NID 21046 410-872-0078(0) 410-872-0442 (F) AMEMCAN TOWER® �S' u'GC�MM�4�G3�d oG�]C OGv]ooG�3[]G� 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 972 999-8900 Tel. 972 999-8940 Fax NYSE AMT THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AMERICAN TOWER 440225K4 PROJECT NO.: DRAWN BY: CHILE CHECKED BY: SAE SUBMITTALS NO. DATE DESCRIPTION BY 0 10/10/09 PRELIM FOR REVIEW SK 1 10/20/09 REVISIONS/STAMPED DH ATC- 302435 FN L- 385 SITE ADDRESS 1314 RED CEDAR CIRCLE FORT COLLINS, CO 80524 SHEET TITLE: PPC CABINET DETAILS SHEET NUMBER: E-3 M 2 - 2 4 ► WTA WITITT-Wky,a Wok (3) #3 W/ (1) #2 GRID 200A FUSABLE DISCONNECT SWITCH 200/2 200A iln"912i 11216 M A / � "POWER SOURCE" lost[C L GROUND PER NEC250-24 (3) #3 W/ (1) #2 GIRD 4"OSCH. 40 PVC CONDUIT (OR AS REQ'D. BY LOCAL ELECT. CODE) 200A EMERGENCY GENERATOR RECEPTACLE /AN - 3 I / MTS 200A — 200A 24 POSITION LOAD PANEL "LP-1 " PPC CABINET (3) #3 W/ TRANSTECTOR MODEL- 1 2 GRID TTOR-200-24-CC-08 POWER 8 6 1 CABINET (PWR) LIQ TIGHT ---- J7 TO EXISTING UTILITY SOURCE "T1 " TELEPHONE SERVICE TELCO L 4" 0 SCH. 40 PANEL PVC CONDUIT GROUND PER NEC250-24 MODULAR CELL CABINET (MCC) #1 2 1/2" PVC (2) CAT5 CABLES 8 n6 lO ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL LOCAL AND STATE CODE, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC. O2 CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS OF POWER SERVICE LINE TO THE METER BASE. POWER SERVICE REQUIREMENT IS COMMERCIAL AC NOMINAL 120/208 VOLT OR 120/240 VOLT, SINGLE PHASE WITH 200 AMP RATING. O3 CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR REQUIREMENTS OF "T1 " SERVICE LINE TO TERMINATE AT THE PPC CABINET. O4 CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A DISCONNECT SWITCH PER SITE PLAN AND DETAIL DRAWINGS. THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE BY THE LOCAL POWER COMPANY. OLOCAL POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC METER. CONTRACTOR SHALL COORDINATE INSTALLATION OF METER WITH LOCAL POWER COMPANY. O6 UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT EXPOSED ABOVE GROUND SHALL BE RIGID GALVANIZED STEEL UNLESS OTHERWISE INDICATED. POWER CONDUIT LINES SHALL BE SIZED AS REQUIRED PER CABLE SIZING AND NEC REQUIREMENTS AS SHOWN IN TABLE BELOW. OALL TELCO CONDUIT LINES SHALL BE 4" SCH. 40 PVC CONDUIT UNLESS OTHERWISE INDICATED. THE TELCO CONDUIT FROM THE PPC SHALL BE ROUTED AND TERMINATED AT DESIGNATED TELCO DEMARCATION OR 2-FEET OUTSIDE FENCED AREA, NEAR UTILITY POLE (IN FENCED AREA), OR END CAP OFF AND PROVIDE MARKER STAKE PAINTED BRIGHT ORANGE WITH DESIGNATION FOR TELCO SERVICE. O8 CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL BE STUBBED AND CAPPED AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE LINES CAN'T BE INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS. O9 THE PPC CABINET, INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL, SHALL BE PROVIDED BY OWNER AND INSTALLED BY THE CONTRACTOR. CONTRACTOR IS TO INSTALL BREAKER(S) NOT PROVIDED BY MANUFACTURER. SEE PANEL SCHEDULE ON THIS SHEET FOR BREAKER REQUIREMENTS. 10 LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE COORDINATED BY ELECTRICAL CONTRACTOR AND FIELD CONSTRUCTION MANAGER. 11 #2 WIRE TO BE UTILIZED IN ELECTRIC SERVICE RUNS EXCEEDING 100'. POWER & TELCO DISTRIBUTION & INTERCONNECTION SINGLE LINE DIAGRAM TYPE NC TYPE GR TYPE VS TYPE XA TYPE GL LUG TYPICAL CADWELD TYPE CONNECTIONS I I 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 2. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH -IN. 3. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. 4. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. 5. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE 346-10. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER. 6. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING BUSHINGS. 7. ALL WIRE SHALL BE TYPE TH WN, SOLID, ANNEALED COPPER UP TO SIZE #10 AWG (#8 AND LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C, (167 DEGREES F), 98% CONDUCTIVITY, MINIMUM #12. 8. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J-BOXES, EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED EQUAL. 9. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. 10. CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED 11. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. ELECTRICAL NOTES N POWER CABINET Ll L2 CIRCUIT #1 w (1) #4 NEUTRAL a a ozw n NEUTRAL 15A GFI RECEP. C 1 3 20A 5 TVSS 7 1\ 41 POWER PANEL SCHEDULE 12. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULLBOXES, AND ALL DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. 13. THE CONTRACTOR SHALL PREPARE AS -BUILT DRAWINGS, DOCUMENT ANY AND ALL WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION. 14. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM (NO EXCEPTIONS.) 15. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH (ADA) AMERICANS WITH DISABILITIES ACT AS ADOPTED BY THE APPLICABLE STATE. 16. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL. SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FILL FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. 17. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN OF CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON 18. THE EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN AS SHOWN ON THESE DRAWINGS). LOCATION OF ALL OUTLET, BOXES, ETC., AND THE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. C GROUND F 40A 2 4 6 8 Ito', 12 POWER CABINET FEEDER CIRCUITS 1,2,3 (1) #6 GROUND TELCO GROUND #2 GROUND ROD AND GROUND RING BY CONTRACTOR CMOe 21 3 ciricl<6t communications, iNc 7100 Columbia Gateway Drive, Suite 120 Columbia, MD 21046 410-872-0078(0) 410-872-0442(F) AMEMCAN TOWER® �S4G3�4MG3�d o LI�.1`J�� o o Lt�SLJ Ll V �J 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 �972 999-8900 Tel. 972 999-8940 Fax NYSE AMT THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AMERICAN TOWER 440225K4 PROJECT NO.: DRAWN BY: CHILE CHECKED BY: SAE SUBMITTALS NO. DATE DESCRIPTION BY 0 10/10/09 PRELIM FOR REVIEW SK 1 10/20/09 REVISIONS/STAMPED DH ATC- 302435 FN L- 385 SITE ADDRESS 1314 RED CEDAR CIRCLE FORT COLLINS, CO 80524 SHEET TITLE: ELECTRICAL DETAILS SHEET NUMBER: E-4 M 2 - 2 4 IMPORTANT NOTE 16. THE CONTRACTOR SHALL NOTIFY THE RF ENGINEER FOR C. SOIL STABILIZER FABRIC SHALL BE MIRAFI OR EQUAL — 500X AT THE CONTRACTOR MUST PROVIDE CLOSE—OUT DOCUMENTS AT THE ANTENNA AZIMUTH VERIFICATION (DURING ANTENNA INSTALLATION) ACCESS ROAD AND SOAK AT COMPOUND. FINAL INSPECTION WALK BEFORE PAYMENTS WILL BE MADE. PRIOR TO COORDINATING SITE SWEEPING. D. GRAVEL FILL; WELL GRADED, HARD, DURABLE, NATURAL SAND 17. THE CONTRACTOR SHALL SUBMIT, AT THE END OF THE AND GRAVEL, FREE FROM ICE AND SNOW, ROOTS, SOD RUBBISH, AND PROJECT, A COMPLETE SET OF AS —BUILT DRAWINGS TO CRICKET'S OTHER DELETERIOUS OR ORGANIC MATTER. MATERIAL SHALL CONFORM TO THE FOLLOWING GRADATION REQUIREMENTS. GENERAL REQUIREMENTS PROJECT MANAGER. U. S. SIEVE NO. % PASSING BY WEIGHT SITE WORK AND DRAINAGE 4" 100 1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH 1 /2" 50-85 ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS EARTHWORK, EXCAVATION, AND GRADING OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY #4 #10 40-75 30-60 SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES PART 1 GENERAL #40 10-30 BEARING ON THE PERFORMANCE OF THE WORK. THE WORK #100 5-20 PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL 1.01 WORK INCLUDED: REFER TO SURVEY AND SITE #200 0-8 BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, PLAN FOR WORK INCLUDED. REGULATIONS, AND ORDINANCES. 2. THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FORM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) CRICKET'S REPRESENTATIVE OF ANY CONFLICTS, ERRORS, OR EMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED THEREIN. 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT. 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 8. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS AND ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY OR LOCAL GOVERNMENT AUTHORITY. 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 12. THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FORM PLAIN SPOTS, DUST OR SMUDGES OF ANY KIND. 13. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT SECTIONS OF THE APPLICABLE BUILDING CODES AND ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. 14. THE CONTRACTOR SHALL NOTIFY CRICKET'S REPRESENTATIVE WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT UNTIL CONFLICT IS RESOLVED BY CRICKET'S REPRESENTATIVE. 15. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC. ON THE JOB. 1.02 RELATED WORK A. CONSTRUCTION OF EQUIPMENT FOUNDATIONS B. INSTALLATION OF ANTENNA SYSTEM 1.03 DESCRIPTIONS A. ACCESS ROAD, TURNAROUND AREAS, AND SIRES ARE CONSTRUCTED TO PROVIDE A WELL DRAINED, EASILY MAINTAINED, EVEN SURFACE FOR MATERIAL AND EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL ACCESS. 1.04 QUALITY ASSURANCE A. APPLY SOIL STERILIZER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION (USE AS NEEDED) B. VEGETATION LANDSCAPING, IF INCLUDED WITHIN THE CONTRACT WILL BE PLACED AND MAINTAINED AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS. 1.05 SEQUENCING A. CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND CONSTRUCTION STAKING. B. GRUB THE COMPLETE ROAD AND SITE AREA PRIOR TO FOUNDATION CONSTRUCTION OR PLACEMENT OF BACKFILL OR SUB —BASE MATERIAL. C. CONSTRUCT TEMPORARY CONSTRUCTION ZONE ALONG ACCESS DRIVE. D. THE SITE AREA WILL BE BROUGHT TO SUB —BASE COURSE ELEVATION AND THE ACCESS ROAD TO BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. E. APPLY SILT STERILIZER PRIOR TO PLACING BASE MATERIALS. F. IF REQUIRED, GRADE, SEED, FERTILIZE AND MULCH DISTURBED AREAS IMMEDIATELY AFTER BRINGING THE SITE AND ACCESS ROAD TO BASE ELEVATION. WATER TO ENSURE GROWTH. G. REMOVE EXCESS GRAVEL FROM TEMPORARY CONSTRUCTION ZONE. H. AFTER APPLICATIONS OF FINAL SURFACES, APPLY SOIL STERILIZER TO THE STONE SURFACES. 1.06 SUBMITTALS A. BEFORE CONSTRUCTION 1. IF LANDSCAPING IS APPLICABLE TO THE CONTRACT, SUBMIT TWO COPIES OF THE LANDSCAPING PLAN UNDER NURSERY LETTERHEAD. IF A LANDSCAPE ALLOWANCE IS INCLUDED IN THE CONTRACT, PROVIDE AN ITEMIZED LISTING OF PROPOSED COSTS UNDER NURSERY LETTERHEAD (REFER TO SITE PLAN FOR LANDSCAPING REQUIREMENT). 2. SUBMIT FOR APPROVAL 1/2 CUBIC FOOT OF THE PROPOSED SURFACE COURSE MATERIAL. 3. LANDSCAPING WARRANTY STATEMENT, IF REQUIRED. PART 2 PRODUCTS 2.01 MATERIALS A. ROAD AND SITE MATERIALS; FILL MATERIAL SHALL BE ACCEPTABLE, SELECT FILL SHALL BE IN ACCORDANCE WITH LOCAL DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION STANDARD SPECIFICATIONS. B. SOIL STERILIZER SHALL BE EPA REGISTERED OF LIQUID COMPOSITION AND OF PRE —EMERGENCE DESIGN. GRAVEL FILL TO BE PLACED IN LIFTS OF 9" MAXIMUM THICKNESS AND COMPACTED TO 95% DENSITY. 2.02 EQUIPMENT A. COMPACTION SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. LARGER AREAS SHALL BE COMPACTED BY SHEEPS FOOT, VIBRATORY OR RUBBER TIED ROLLERS WEIGHING AT LEAST FIVE TONS. SMALLER AREAS SHALL BE COMPACTED BY POWER —DRIVER, HAND HELD TAMPERS. B. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS GRUB ORGANIC MATERIAL TO A MINIMUM OF 6" BELOW ORIGINAL GROUND LEVEL. C. UNLESS OTHERWISE INSTRUCTED BY CRICKET COM. REMOVE TREES, BRUSH AND DEBRIS FROM THE PROPERTY TO AN AUTHORIZED DISPOSAL LOCATION. D. PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, ROLL THE SOIL E. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, LINE THE GRUBBED AREAS WITH STABILIZER MAT PRIOR TO PLACEMENT OF FILL OR BASE MATERIAL. 3.03 I N STALLATI O N A. THE SITE AND TURNAROUND AREAS SHALL BE AT THE SUB —BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. GRADE OR FILL THE SITE AND ACCESS ROAD AS REQUIRED TO PRODUCE EVEN DISTRIBUTION OF SPOILS RESULTING FROM FOUNDATION EXCAVATIONS. THE RESULTING GRADE SHALL CORRESPOND WITH SAID SUB —BASE COURSE, ELEVATIONS ARE TO BE CALCULATED FORM FINISHED GRADES OR SLOPES INDICATED. B. CLEAR EXCESS SPOILS, IF ANY, FROM JOB SITE AND DO NOT SPREAD BEYOND THE LIMITS OF CRICKET INC. LEASE PROPERTY UNLESS AUTHORIZED BY PROJECT MANAGER. C. THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE ELEVATION PRIOR TO FOUNDATION CONSTRUCTION. D. DO NOT CREATE DEPRESSIONS WHERE WATER MAY POND. E. THE CONTRACT INCLUDES ALL NECESSARY GRADING, BANKING, DITCHING AND COMPLETE SURFACE COURSE FOR ACCESS ROAD. ALL ROADS OR ROUTES UTILIZED FOR ACCESS TO PUBLIC THOROUGHFARE IS INCLUDED IN SCOPE OF WORK UNLESS OTHERWISE INDICATED. F. WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE THE EXISTING ROAD TO REMOVE ANY ORGANIC MATTER AND SMOOTH THE SURFACE BEFORE PLACING FILL OR STONE. G. PLACE FILL OR STONE IN 3" MAXIMUM LIFTS AND COMPACT BEFORE PLACING NEXT LIFT. H. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND A MINIMUM OF 12" BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED. I. RIPRAP SHALL BE APPLIED TO THE SIDE SLOPES OF ALL FENCED AREAS, PARKING AREAS AND TO ALL OTHER SLOPES GREATER THAN 2:1. J. RIPRAP SHALL BE APPLIED TO THE SIDES OF DITCHES OR DRAINAGE SWALES AS INDICATED ON PLANS. K. RIPRAP ENTIRE DITCH FOR 6'-0" IN ALL DIRECTIONS AT CULVERT OPENINGS. L. SEED, FERTILIZER AND STRAW COVER SHALL BE APPLIED TO ALL OTHER DISTURBED AREAS AND DITCHES, DRAINAGE, SWALES, NOT OTHERWISE RIP —RAPPED. M. UNDER NO CIRCUMSTANCES SHALL DITCHES, SWALES OR CULVERTS BE PLACED SO THEY DIRECT WATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATELY ADJACENT TO SITE. IF OWNER DESIGNS OR IF DESIGN ELEVATIONS CONFLICT WITH THIS GUIDANCE ADVISE THE OWNER IMMEDIATELY. cTicl<et communications, ions, TNC 7100 Columbia Gateway Drive, Suite 120 Columbia, MD 21046 410-872-0078(0) 410-872-0442(F) AMEMCAN TOWER® 54G3�4MG3�L� oLl\J�J�IJVooI nV I� 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 972 999-8900 Tel. 972 999-8940 Fax NYSE AMT THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBUCATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AMERICAN TOWER 440225K4 PROJECT NO.: DRAWN BY: CHILE CHECKED BY: SAE SUBMITTALS NO. DATE DESCRIPTION BY 0 10/10/09 PRELIM FOR REVIEW SK 1 10/20/09 REVISIONS/STAMPED DH ATC- 302435 FN L- 385 SITE ADDRESS 1314 RED CEDAR CIRCLE FORT COLLINS, CO 80524 SHEET TITLE: GENERAL NOTES 1 SHEET NUMBER: GN- I M 2 - 2 4 N. IF A DITCH LIES WITH SLOPES GREATER THAN TEN PERCENT, MOUND DIVERSIONARY HEADWALLS IN THE DITCH FOR 6'-0" ABOVE THE CULVERT ENTRANCE. 0. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE CONDITIONS WHICH WILL ENCOURAGE ROOTING. RAKE AREAS TO BE SEEDED TO EVEN THE SURFACE AND TO LOOSEN THE SOIL. P. SOW SEED IN TWO DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE SEED PRODUCER. Q. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROWTH OF SEEDED AND LANDSCAPED AREAS BY WATERING UP TO THE POINT OF RELEASE FROM THE CONTRACT. CONTINUE TO REWORK BARE AREAS UNTIL COMPLETE COVERAGE IS OBTAINED. 3.04 FIELD QUALITY CONTROL A. COMPACTION SHALL BE 90% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557 FOR SITE WORK AND 957. MAXIMUM DENSITY UNDER SLAB AREAS. AREAS OF SETTLEMENT WILL BE EXCAVATED AND REFILLED AT CONTRACTOR'S EXPENSE. 3.05 PROTECTION A. PROTECT SEEDED AREAS FORM EROSION BY SPREADING STRAW TO A UNIFORM LOOSE DEPTH OF 1 "-2". STAKE AND TIE DOWN AS REQUIRED. USE OF EROSION CONTROL MESH OR MULCH NET SHALL BE AN ACCEPTABLE ALTERNATIVE. B. ALL TIRES PLACED IN CONJUNCTION WITH A LANDSCAPE CONTRACT SHALL BE WRAPPED, TIED WITH HOSE PROTECTED WIRE AND SECURED TO STAKES EXTENDING 2'-0" INTO THE GROUND ON FOUR SIDES OF THE TREE. C. ALL EXPOSED AREAS SHALL BE PROTECTED AGAINST WASHOUTS AND SOIL EROSION. STRAW BALES SHALL BE PLACED AT THE INLET APPROACH TO ALL NEW OR EXISTING CULVERTS. CHAIN LINK FENCE PART 1 — GENERAL 4.01 SEQUENCING A. IF THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE COURSE ELEVATION PRIOR TO FENCE CONSTRUCTION, FENCE POST EXCAVATION SPOILS MUST BE CONTROLLED TO PRECLUDE CONTAMINATION OF SAID SURFACE COURSE. 4.02 APPLICABLE STANDARDS ASTM —A120 SPECIFICATION FOR PIPE, STEEL BLACK AND HOT —DIPPED ZINC COATED (GALVANIZED) WELDED AND SEAMLESS FOR ORDINARY USES. ASTM —A123 ZINC (HOT —DIP GALVANIZED) COATING ON IRON AND STEEL PRODUCTS. ASTM—A525 STANDARD SPECIFICATION FOR STEEL SHEET ZINC COATED (GALVANIZED) BY THE HOT —DIPPED PROCESS. FEDERAL SPECIFICATION RR—F-191—FENCING, WIRE AND POST METAL (AND GATES, CHAIN LINK FENCE FABRIC AND ACCESSORIES). PART 2 — PRODUCTS 4.03 FENCE MATERIALS A. ALL FABRIC WIRE, RAILS, POLES, HARDWARE AND OTHER STEEL MATERIALS SHALL BE HOT —DIPPED GALVANIZED. B. FABRIC SHALL BE 8'-0" HIGH X 2" CHAIN LINK MESH OF NO. 9 GAUGE (0.148) WIRE. THE FABRIC SHALL HAVE A TWISTED AND BARBED FINISH FOR THE TOP EDGES AND A KNUCKLED FINISH FOR THE BOTTOM EDGES, FABRIC SHALL CONFORM TO THE SPECIFICATIONS OF ASTM A-392 CLASS 1. C. BARBED WIRE SHALL BE DOUBLE —STRAND, 12 GAUGE TWISTED WIRE, WITH 14 GAUGE 4 POINT ROUND BARBS SPACED AT 5" O.C. D. ALL POSTS SHALL BE SCHEDULE 20—GALVANIZED STEEL PIPE AND SHALL BE TYPE 1 ASTM A-123 AND OF THE FOLLOWING DIAMETER (OD PER FENCE INDUSTRY STANDARDS). LINE. 2 3/8" CORNER 3" GATE 3" E. EXTEND GATE AND CORNER POSTS 12", INCLUDING DOME CAP, TO PROVIDE FOR ATTACHMENT OF BARBED WIRE. F. ALL TOP AND BRACED RAIL SHALL BE 1 5/8" DIAMETER SCHEDULE — 20 MECHANICAL — SERVICE PIPE. FRAMES SHALL HAVE WELDED CORNERS. G. GATE FRAMES SHALL HAVE A FULL —HEIGHT VERTICAL BRACE AND A FULL —WIDTH HORIZONTAL BRACE, SECURED IN PLACE BY USE OF GATE BRACE CLAMPS. H. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE ADAPTER WITH MODEL 6409, 188 DEGREE ATTACHMENT, OR EQUAL. I. THE GUIDE (LATCH ASSEMBLY) SHALL BE TAMPER PROOF. J. LATCHES, STOPS, AND KEEPERS SHALL BE PROVIDED FOR ALL GATES. K. ALL STOPS SHALL HAVE A FULL —HEIGHT PLUNGER BAR WITH DOME CAP. L. DOUBLE GATES SHALL HAVE A FULL —HEIGHT PLUNGER BAR WITH DOME CAP. M. A NO. 7 GAUGE ZINC COATED TENSION WIRE SHALL BE USED AT THE BOTTOM OF THE FABRIC, TERMINATED WITH BAND CLIPS AT CORNER AND GATE POSTS. N. A 6" X 1 /2" EYE —BOLT TO HOLD TENSION WIRE WILL BE PLACED AT LINE POSTS. 0. STRETCHER BARS SHALL BE 3/16" X 3/4" OR HAVE EQUIVALENT CROSS SECTIONAL AREA. P. ALL CORNER, GATE AND END PANELS SHALL HAVE A 3/8" TRUSS ROD WITH TURNBUCKLES AND BE BRACED WITH ONE 1-5/8" HORIZONTAL COMPRESSION MEMBER, SECURELY ATTACHED WITH IRON FITTINGS. R. PROVIDE OTHER HARDWARE INCLUDING BUT NOT LIMITED TO TIE CLIPS, BAND CLIPS AND TENSION BAND CLIPS. S. BARBED WIRE GATE GUARDS SHALL BE FITTED WITH DOME CAPS. T. BARBED WIRE SUPPORT ARMS SHALL BE CAST IRON WITH SET BOLT AND LOCK WIRE IN THE ARM. U. ALL CAPS SHALL BE CAST STEEL. V. INSTALL REDWOOD SLATTING IN BETWEEN ALL FABRIC WIRE — FULL HT. PART 3 — EXECUTION 4.04 EQUIPMENT: EXCAVATE POST HOLES WITH MECHANICAL AUGER EQUIPMENT 4.05 INSPECTION: EXCAVATE POST HOLES PER CONSTRUCTION DOCUMENT CONFIRM PROPER DEPTH AND DIAMETER OF POST HOLE EXCAVATIONS. 4.06 INSTALLATION A. POST FOUNDATIONS SHALL HAVE A MINIMUM 6" CONCRETE COVER UNDER POST. B. ALL FENCE POSTS SHALL BE VERTICALLY PLUMB WITHIN 1 /4" IN 8' —0". C. AT CORNER POSTS, GATE POST AND SIDES OF GATE FRAME, FABRIC SHALL BE ATTACHED WITH STRETCHER AND TENSION BAND —CLIPS AT 1'-3" INTERVALS. D. AT LINE POSTS, FABRIC SHALL BE ATTACHED WITH BAND —CLIPS AT 1'-3" INTERVALS. E. ATTACH FABRIC TO BRACE RAILS, TENSION WIRE AND TRUSS RODS WITH TIE CLIPS AT 2'-0" INTERVALS. F. A MAXIMUM GAP OF 1" WILL BE PERMITTED BETWEEN THE CHAIN LINK FABRIC AND THE FINAL GRADE. G. GATES SHALL BE INSTALLED SO LOCKS ARE ACCESSIBLE FROM BOTH SIDES. H. GATE HINGE BOLTS SHALL HAVE THEIR THREADS PEENED OR WELDED TO PREVENT UNAUTHORIZED REMOVAL. 4.07 PROTECTION: UPON COMPLETION OF ERECTION, INSPECT FENCE MATERIAL AND PAINT FIELD CUTS OR GALVANIZING BREAKS WITH ZINC —BASED PAINT COLOR TO MATCH THE GALVANIZING PROCESS. CONCRETE CAST —IN —PLACE CONCRETE PART 1 — GENERAL 1.01 DESCRIPTION WORK INCLUDES CONSTRUCTION OF CAST —IN —PLACE CONCRETE FOUNDATIONS, INCLUDING FURNISHING AND INSTALLING READY —MIX CONCRETE, REINFORCING, FORMWORK, AND ACCESSORY MATERIALS AS SHOWN ON THE DRAWINGS. CAST —IN —PLACE CONCRETE INCLUDES ALL SITE CONCRETE, INCLUDING FOUNDATIONS, SLABS ON GRADE, EQUIPMENT PADS, AND GUARDPOST FOUNDATIONS. 1.02 RELATED WORK A. COORDINATE UNDER SLAB CONDUITS. B. COORDINATE WITH GROUNDING. 1.03 APPLICABLE STANDARDS A. ACI-301 — SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS. B. ACI 347 — GUIDE TO FORMWORK FOR CONCRETE. C. ASTM C33 — CONCRETE AGGREGATES. D. ASTM C94 — READY —MIXED CONCRETE. E. ASTM C150 — PORTLAND CEMENT. F. ASTM C260 — AIR —ENTRAINING ADMIXTURES FOR CONCRETE. G. ASTM C309 — LIQUID MEMBRANE FORMING COMPOUNDS FORMING COMPOUNDS FOR CURING CONCRETE. H. ASTM C494 — CHEMICAL ADMIXTURES FOR CONCRETE. I. ASTM A615 — STEEL WELDED WIRE FABRIC FOR CONCRETE REINFORCEMENT. J. ASTM A185 — STEEL WELDED WIRE FABRIC FOR CONCRETE REINFORCEMENT. 1.04 QUALITY ASSURANCE CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND INSPECTED BY THE ENGINEER. 1.05 TESTS CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND INSPECTED BY THE ENGINEER AS THE WORK PROGRESSES. FAILURE TO DETECT ANY DEFECTIVE WORK OR MATERIAL SHALL NOT IN ANY WAY PREVENT LATER MATERIAL REJECTION WHEN SUCH DEFECT IS DISCOVERED NOR SHALL IT OBLIGATE THE ENGINEER FOR FINAL ACCEPTANCE. A. FIVE CONCRETE TEST CYLINDERS SHALL BE TAKEN OF THE TOWER AND PIER FOUNDATION. TWO SHALL BE TESTED Q THREE DAYS, TWO @ TWENTY—EIGHT DAYS. THE FIFTH CYLINDER SHALL BE KEPT SEPARATELY. IF REQUIRED TO BE USED IN THE FUTURE. B. ONE ADDITIONAL TEST CYLINDER SHALL BE TAKEN DURING COLD WEATHER AND CURED ON SITE UNDER SAME CONDITIONS AS CONCRETE IT REPRESENTS. C. ONE SLUMP TEST SHALL BE TAKEN FOR EACH SET OF TEST CYLINDERS TAKEN. PART 2 — PRODUCT 2.01 CONCRETE MATERIALS CONCRETE SHALL BE COMPOSED OF PORTLAND CEMENT, WATER, FINE AND COARSE AGGREGATES, AND ADMIXTURES AS SPECIFIED BELOW. ALL WELL MIXED AND BROUGHT TO PROPER CONSISTENCY. A. CEMENT: CEMENT SHALL BE TYPE II, GRAY COLOR, LOW —ALKALI PORTLAND CEMENT CONFORMING TO ASTM C150. B. FINE AND COARSE AGGREGATES: AGGREGATES FOR USE IN CONCRETE SHALL COMPLY WITH ASTM 033. C. WATER: WATER FOR MIXING AND CURING CONCRETE SHALL BE FREE FROM SEWAGE, OIL, ACID, ALKALI, AND SLATS AND SHALL BE FREE FORM OBJECTIONABLE QUANTITIES OF SILT, AND OTHER DELETERIOUS SUBSTANCES. 2.02 ADMIXTURES A. AIR ENTRAINMENT: AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C280. THE ADMIXTURE SHALL BE ADDED AS PART OF THE COMPUTED MIXING WATER REQUIREMENTS. AGENTS PREPARED IN SOLUTION SHALL BE MAINTAINED AT A UNIFORM STRENGTH AND SHALL BE BATCH BY MEANS OF RELIABLE MECHANICAL DISPENSERS. B. CHEMICAL ADMIXTURES: ASTM 494, TYPE A —WATER REDUCING AND RETARDING. • crI c1,s6et C0i1i1ffiJ liCati011S, INC 7100 Columbia Gateway Drive, Suite 120 Columbia, MD 21046 410-872-0078 (0) 410-872-0442 (F) AMEMCAN TOWER® 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 �972 999-8900 Tel. 972 999-8940 Fax NYSE AMT THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AMERICAN TOWER 440225K4 PROJECT NO.: DRAWN BY: CHILE CHECKED BY: SAE SUBMITTALS NO. DATE DESCRIPTION BY 0 10/10/09 PRELIM FOR REVIEW SK 1 10/20/09 REVISIONS/STAMPED DH ATC-302435 FN L- 385 SITE ADDRESS 1314 RED CEDAR CIRCLE FORT COLLINS, CO 80524 SHEET TITLE: GENERAL NOTES 2 SHEET NUMBER: GN-2 y2-24 2.03 CURING COMPOUND: ASTM C309, TYPE 1, CLASS B; TRANSLUCENT. 2.04 ACCESSORIES A. NONSHRINK GROUT: PREMIXED COMPOUND CONSISTING OF NONMETALLIC AGGREGATE, CEMENT, WATER REDUCING AND PLASTICIZING AGENTS; CAPABLE OF DEVELOPING MINIMUM COMPRESSIVE STRENGTH OF 7,000 PSI IN 28 DAYS. B. JOINT FILLERS BITUMINOUS TYPE, ASTM D1751 OR NON -BITUMINOUS TYPE, ASTM D1752. C. ANCHOR BOLTS: ASTM A307. UNPRIMED. 2.05 CONCRETE MIX A. CONCRETE SHALL BE PROPORTIONED FOR WORKABILITY, MAXIMUM DENSITY, STRENGTH, AND DURABILITY REQUIREMENTS IN ACCORDANCE WITH ACI 301, THE 28-DAY DESIGN COMPRESSIVE STRENGTH OF CONCRETE SHALL BE AS SPECIFIED ON THE DRAWINGS. CONCRETE FURNISHED MAY BE A COMMERCIAL READY -MIX PROVIDED THAT DELIVERY TO THE PLACING LOCATION IS SATISFACTORILY ESTABLISHED AS OCCURRING NOT LATER THAN 45 MINUTES AFTER ADDITION OF WATER TO THE MIX. SLUMP OF DELIVERED CONCRETE SHALL NOT EXCEED 5". B. THE FOLLOWING STRENGTHS SHALL BE USED: 1. FENCE POSTS FOUNDATIONS - DESIGN COMPRESSIVE STRENGTH AT 28 DAYS OF 2,000 PSI. 2. EQUIPMENT FOUNDATIONS - DESIGN COMPRESSIVE STRENGTH AT 28 DAYS OF 4,000 PSI. 3. ALL OTHER CONCRETE NOT SPECIFIED - DESIGN COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI. 4. CONCRETE SPECIFICATION FOR MONOPOLE OR TOWER FOUNDATION SHALL CONFORM TO MANUFACTURER'S RECOMMENDATIONS. C. USE ACCELERATING ADMIXTURES IN COLD WEATHER ONLY WHEN APPROVED BY THE ENGINEER. USE OF ADMIXTURES WILL NOT RELAX COLD WEATHER PLACEMENT REQUIREMENTS. D. USE SET -RETARDING ADMIXTURES DURING HOT WEATHER ONLY WHEN APPROVED BY THE ENGINEER. E. ADD AIR ENTRAINING AGENT TO CONCRETE MIX FOR CONCRETE WORK SUBJECT TO OR EXPOSED TO EXTERIOR. PART 3 - EXECUTION 3.01 INSPECTION THE CONTRACTOR SHALL VERIFY ANCHORS, SEATS, PENETRATIONS, PLATES, REINFORCEMENT, AND OTHER ITEMS TO BE CAST INTO CONCRETE ARE ACCURATELY PLACED, HELD SECURELY, AND SHALL NOT CAUSE HARDSHIP IN PLACING CONCRETE. 3.02 PREPARATION A. THE CONTRACTOR SHALL PREPARE PREVIOUSLY PLACED CONCRETE BY CLEANING WITH STEEL BRUSH AND APPLYING BONDING AGENT. APPLY BONDING AGENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3.03 PLACING CONCRETE A. THE ENGINEER SHALL BE NOTIFIED NOT LESS THAN 24 HOURS IN ADVANCE OF CONCRETE PLACEMENT. UNLESS INSPECTION IS WAIVED IN EACH CASE, PLACING OF CONCRETE SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE ENGINEER. CONCRETE SHALL NOT BE PLACED UNTIL ALL FORMWORK, EMBEDDED PARTS, STEEL REINFORCEMENT, FOUNDATION SURFACES, AND JOINTS INVOLVED IN THE PLACING HAVE BEEN APPROVED, AND UNTIL FACILITIES ACCEPTABLE TO THE CRICKET REPRESENTATIVE HAVE BEEN PROVIDED AND MADE READY FOR ACCOMPLISHMENT OF THE WORK AS SPECIFIED. CONCRETE MAY NOT BE ORDERED FOR PLACEMENT UNTIL ALL ITEMS HAVE BEEN APPROVED AND CRICKET HAS PERFORMED A FINAL INSPECTION AND GIVEN APPROVAL TO START PLACEMENT TESTING. B. PLACEMENT OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301. C. THE CONTRACTOR SHALL ENSURE THAT REINFORCEMENT, INSERTS, EMBEDDED PARTS, FORMED JOINTS, AND VAPOR BARRIERS ARE NOT DISTURBED DURING CONCRETE PLACEMENT. 3.04 SURFACE FINISHES A. SURFACES AGAINST WHICH BACKFILL OR CONCRETE SHALL BE PLACED REQUIRE NO TREATMENT EXCEPT REPAIR OF DEFECTIVE AREAS. B. SURFACES THAT WILL BE PERMANENTLY EXPOSED SHALL PRESENT A UNIFORM FINISH PROVIDED BY THE REMOVAL OF FINS AND THE FILLING OF HOLES AND OTHER IRREGULARITIES WITH DRY PACK GROUT, OR BY SACKING WITH UTILITY OR ORDINARY GROUT. C. SURFACES THAT WOULD NORMALLY BE LEVEL AND WHICH WILL BE PERMANENTLY EXPOSE TO THE WEATHER SHALL BE SLOPED FOR DRAINAGE. UNLESS ENGINEER'S DESIGN DRAWING SPECIFIES A HORIZONTAL SURFACE OF SURFACES, SUCH AS STAIR THREADS, WALLS, CURBS, AND PARAPETS SHALL BE SLOPED APPROXIMATELY 1/4 FT. D. SURFACES THAT WILL BE COVERED BY BACKFILL OR CONCRETE SHALL BE SMOOTH SCREENED. E. EXPOSED SLAB SURFACES SHALL BE CONSOLIDATED, SCREENED, FLOATED, AND STEEL TROWELED. HAND OR POWER -DRIVEN EQUIPMENT MAY BE USED FOR FLOATING SHALL BE STARTED AS SOON AS THE SCREENED SURFACE HAS ATTAINED A STIFFNESS TO PERMIT FINISHING OPERATIONS. FLOATING SHALL BE CONTINUED THE MINIMUM TIME REQUIRED TO PRODUCE A SURFACE UNIFORM IN TEXTURE AND FREE FROM SCREENED MARKS OR OTHER IMPERFECTIONS. THE FINAL FINISH SHALL BE PRODUCED BY USE OF STEEL -BLADED FINISHING TROWELS. STEEL TROWLING SHALL COMMENCE ONLY AFTER THE SURFACES TO BE FINISHED HAVE BEEN BROUGHT TO CORRECT ELEVATION AND ALL SURFACE IMPERFECTIONS CORRECTED, AND SHALL BE CONTINUED ONLY UNTIL THE SURFACE IS SMOOTH AND UNIFORM IN TEXTURE AND APPEARANCE. IF FREE WATER IS BROUGHT TO THE SURFACE DURING THE FINISHING OPERATIONS, IT SHALL BE REMOVED BY SPONGING. FINISHING SHALL BE TIMED AND PERFORMED SO THAT EXTRA WATER NEED NOT BE APPLIED TO THE SURFACE BEING TROWELED. 3.05 PATCHING THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY UPON REMOVAL OF THE FORMS TO OBSERVE CONCRETE SURFACE CONDITIONS. IMPERFECTIONS SHALL BE PATCHED ACCORDING TO THE ENGINEER'S DIRECTION. 3.06 DEFECTIVE CONCRETE THE CONTRACTOR SHALL NOTIFY OR REPLACE CONCRETE NOT CONFORMING TO REQUIRED LEVELS AND LINES, DETAILS, AND ELEVATIONS AS SPECIFIED IN ACI 301. 3.07 PROTECTION A. IMMEDIATELY AFTER PLACEMENT. THE CONTRACTOR SHALL PROTECT THE CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT OR COLD TEMPERATURES, AND MECHANICAL INJURY. FINISHED WORK SHALL BE PROTECTED. B. CONCRETE SHALL BE MAINTAINED WITH MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE FOR PERIOD NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF CONCRETE. C. ALL CONCRETE SHALL BE WATER CURED BY CONTINUOUS (NOT PERIODIC) FINE MIST SPRAYING OR SPRINKLING ALL EXPOSED SURFACES. WATER SHALL BE CLEAN AND FREE FROM ACID, ALKALI, SLATS, OIL, SEDIMENT, OR ORGANIC MATTER. SUCCESSFUL CURING SHALL BE ASSURED BY USE OF AN AMPLE WATER SUPPLY UNDER PRESSURE IN PIPES, WITH ALL NECESSARY APPLIANCES OF HOSE, SPRINKLERS, AND SPRAYING DEVICES. i•Iiarm PART 1 - GENERAL 1.01 WORK INCLUDED A. THE WORK CONSISTS OF THE FABRICATION AND INSTALLATION OF ALL MATERIALS TO BE FURNISHED, AND WITHOUT LIMITING THE GENERALITY THEREOF, INCLUDES ALL EQUIPMENT, LABOR AND SERVICES REQUIRED FOR ALL STRUCTURAL STEEL WORK INCLUDING ALL ITEMS INCIDENTAL THERETO AS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. INCLUDING: 1. STEEL FRAMING INCLUDING BEAMS, ANGLES, CHANNELS AND PLATES. 2. WELDING AND BOLTING OF ATTACHMENTS. 1.02 REFERENCE STANDARDS A. THE WORK SHALL CONFORM TO THE CODES AND STANDARDS OF THE FOLLOWING AGENCIES AS FURTHER SIGHTED HEREIN: 1. ASTM: AMERICAN SOCIETY FOR TESTING AND MATERIALS, 196 RACE STREET, PHILADELPHIA, PA 19103, USA AS PUBLISHED IN "COMPILATION OF ASTM STANDARDS IN BUILDING CODES". 2. AWS: AMERICAN WELDING SOCIETY INC., 2501 NW 7TH STREET, MIAMI, FL 33125 USA AS PUBLISHED IN "CODE FOR STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES": "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." PART 2 - PRODUCTS 2.01 MATERIALS A. STRUCTURAL STEEL: SHALL COMPLY WITH THE REQUIREMENTS OF ASTM A36 AND A50 FOR STRUCTURAL STEEL. 2.02 WELDING A. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. CERTIFICATION DOCUMENTS SHALL BE MADE AVAILABLE FOR ENGINEER'S AND/OR OWNER'S REVIEW IF REQUESTED. B. WELDING ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING SHALL CONFORM TO ASTM 1-233, E70 SERIES. BARE ELECTRODES AND GRANULAR FLUX USED IN THE SUBMERGED ARC PROCESS SHALL CONFORM TO AISC SPECIFICATIONS. C. FIELD WELDING SHALL BE DONE AS PER AWSD1.1 REQUIREMENTS VISUAL INSPECTION IS ACCEPTABLE. D. STUD WELDING SHALL BE ACCOMPLISHED BY CAPACITOR DISCHARGE (CD) WELDING TECHNIQUE USING MIDWEST FASTENERS, INC. CD100 CAPACITOR DISCHARGE STUD WELDER OR EQUAL. 2.2 PROVIDE STUD FASTENERS OF MATERIALS AND SIZES SHOWN ON DRAWINGS OR AS RECOMMENDED BY THE MANUFACTURER FOR STRUCTURAL LOADINGS REQUIRED. 2.3 FOLLOW MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS TO PROPERLY SELECT AND INSTALL STUD WELDS. 2.03 BOLTING A. BOLTS SHALL BE 3/4" (MINIMUM) CONFORMING TO ASTM A325, HOT DIP GALVANIZED OR ASTM A153, NUTS SHALL BE HEAVY HEX TYPE. B. ALL BOLTS SHALL BE INSTALLED IN SLIP CRITICAL CONNECTIONS CONFORMING TO AISC METHOD, CONFORMING TO THE 1/4 TURN METHOD. 2.04 FABRICATION A. FABRICATION OF STEEL SHALL CONFORM TO THE AISC AND AWS STANDARDS AND CODES. 2.05 FINISH A. STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. 2.06 PROTECTION A. UPON COMPLETION OF ERECTION INSPECT ALL GALVANIZED STEEL AND PAINT ANY FIELD CUTS, WELDS, OR GALVANIZED BREAKS WITH ZINC BASED PAINT, COLOR TO MATCH THE GALVANIZING PROCESS. 3.01 ERECTION OF STEEL A. PROVIDE ALL ERECTION EQUIPMENT, BRACING, PLANKING, FIELD BOLTS, NUTS, WASHERS, DRIFT PINS, AND SIMILAR MATERIALS WHICH DO NOT FORM A PART OF THE COMPLETED CONSTRUCTION, BUT ARE NECESSARY FOR ITS PROPER ERECTION. B. ERECT AND ANCHOR ALL STRUCTURAL STEEL IN ACCORDANCE WITH AISC REFERENCE STANDARDS. ALL WORK SHALL BE ACCURATELY SET TO ESTABLISHED ATTACHMENTS TO THE CONSTRUCTION OF THE BUILDING. C. TEMPORARY BRACING, GUYING, AND SUPPORT SHALL BE PROVIDED TO KEEP THE STRUCTURE SET AND ALIGNED AT ALL TIMES DURING CONSTRUCTION, AND TO PREVENT DANGER TO PERSONS AND PROPERTY. CHECK ALL TEMPORARY LOADS AND STAY WITHIN SAFE CAPACITY OF ALL BUILDING COMPONENTS. SPECIAL CONSTRUCTION ANTENNA INSTALLATION PART 1 - GENERAL A. ANTENNAS AND COAXIAL CABLES ARE FURNISHED BY CRICKET UNDER SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPERTY. B. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND CRICKET COM. SPECIFICATIONS. C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS. D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE AS INDICATED ON DRAWINGS. ciricVet COMInuraiC atiOnS, INC 7100 Columbia Gateway Drive, Suite 120 Columbia, MD 21046 410-872-0078(0) 410-872-0442 (F) AMEMCAN TOWER® �S4G3M�4MG3�d o LI�.I�J�LIV o oLl\1LIIJV�1 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 (972) 999-8900 Tel. (972) 999-8940 Fax NYSE AMT THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AMERICAN TOWER 440225K4 PROJECT NO.: DRAWN BY: CHILE CHECKED BY: SAE SUBMITTALS NO. DATE DESCRIPTION BY 0 10/10/09 PRELIM FOR REVIEW SK 1 10/20/09 REVISIONS/STAMPED DH ATC- 302435 FNL-385 SITE ADDRESS 1314 RED CEDAR CIRCLE FORT COLLINS, CO 80524 SHEET TITLE: GENERAL NOTES 3 SHEET NUMBER: GN-3 112-24 N c%j E. CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP TEST UNDER ANRITSU ANALYZER. SUBMIT FREQUENCY DOMAIN REFLECTOMETER (FDR) TEST RESULTS TO THE PROJECT MANAGER. TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICE AND BE BOUND AND SUBMITTED WITHIN ONE WEEK OF WORK COMPLETION. F. INSTALL COAXIAL CABLES AND TERMINATIONS BETWEEN ANTENNAS AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF ALL CONNECTORS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S REQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF ENTRY PORT LOCATION UNLESS OTHERWISE STATED. G. ANTENNA AND COAXIAL CABLE GROUNDING: 1. ALL EXTERIOR #6 GREEN GROUND WIRE DAISY CHAIN CONNECTIONS ARE TO BE WEATHER SEALED WITH ANDREWS CONNECTOR/SPLICE WEATHERPROOFING KIT TYPE 3221213 OR EQUIVALENT. 2. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF COAXIAL CABLE (NOT WITHIN BENDS). 1.02 RELATED WORK FURNISH THE FOLLOWING WORK AS SPECIFIED UNDER CONSTRUCTION DOCUMENTS, BUT COORDINATE WITH OTHER TRADES PRIOR TO BID: 1. FLASHING OF OPENING INTO OUTSIDE WALLS. 2. SEALING AND CAULKING ALL OPENINGS. 3. PAINTING. 4. CUTTING AND PATCHING. 1.03 REQUIREMENTS OF REGULATOR AGENCIES A. FURNISH U.L. LISTED EQUIPMENT WHERE SUCH LABEL IS AVAILABLE. INSTALL IN CONFORMANCE WITH U.L. STANDARDS WHERE APPLICABLE. B. REQUIREMENTS OF REGULATORY AGENCIES AND STANDARDS: INSTALLATION, MATERIAL, EQUIPMENT AND WORKMANSHIP SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE NATIONAL ELECTRIC CODE (NEC) — APPLICABLE STATE ELECTRIC CODES, THE NATIONAL ELECTRICAL SAFETY CODES (NESC), AND THE TERMS AND THE CONDITIONS OF THE AUTHORITIES HAVING LAWFUL JURISDICTION PERTAINING TO THE WORK REQUIRED. ALL MODIFICATIONS REQUIRED BY THESE CODES, RULES, REGULATIONS, AND AUTHORITIES SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL CHARGE TO THE UNDERWRITER'S LABORATORIES (UL): ALL MATERIALS, APPLIANCES, OR DEVICES SHALL CONFORM TO THE APPLICABLE STANDARDS OF UNDERWRITER'S LABORATORIES, INC. THE LABEL OF, OR LISTING BY: U.L. IS REQUIRED. C. MATERIALS: ALL SIMILAR MATERIALS AND EQUIPMENT SHALL BE THE PRODUCT OF THE SAME MANUFACTURER WHERE NO SPECIFIC MATERIAL APPARATUS OR APPLIANCE IS MENTIONED. MANUFACTURER MAY BE USED PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTS AND MEETS THE APPROVAL OF THE OWNER. MATERIAL AND EQUIPMENT SHALL BE THE STANDARD PRODUCTS OF MANUFACTURER'S REGULARLY ENGAGED IN THE PRODUCTIONS OF SUCH MATERIAL AND SHALL BE THE MANUFACTURER'S CURRENT IN STANDARD AND DESIGN. D. EXECUTION: FABRICATION, ERECTION, AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER BY QUALIFIED PERSONNEL EXPERIENCED IN SUCH WORK AND SHALL PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD UP PROGRESS OF THE PROJECT. E. PERFORMANCE TESTS: THOROUGHLY TEST FEEDERS, EQUIPMENT AND ALL CIRCUITS FOR PROPER OPERATING CONDITION AND FREEDOM FROM GROUNDS AND SHORT CIRCUITS BEFORE ACCEPTANCE IS REQUESTED. ALL EQUIPMENT, APPLIANCES, AND DEVICES SHALL BE OPERATED UNDER LOAD CONDITIONS. F. AS —BUILT DRAWINGS: DURING PROCESS OF THE WORK, MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF THE SYSTEM, LOCATING EACH CIRCUIT PRECISELY BY DIMENSION. UPON COMPLETION OF THE INSTALLATION, TRANSFER ALL RECORD DATA TO BLUE LINE PRINTS OF THE ORIGINAL DRAWINGS. RACEWAYS, BOXES, AND FITTINGS B. INSTALL ANTENNA, ANTENNA CABLES, GROUNDING SYSTEM IN A. CONDUITS, ELECTRICAL, METALLIC TUBING (MET): MILD STEEL, ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS IN EFFECT AT ZINC COATED ON THE OUTSIDE AND EITHER ZINC COATED OR COATED PROJECT LOCATION AND RECOMMENDATIONS OF STATE AND LOCAL WITH AN APPROVED CORROSION RESISTANT COATING ON THE INSIDE. BUILDING CODES HAVING JURISDICTION OVER SPECIFIC PORTIONS OF MAXIMUM, SIZE 2 ELECTRICAL TRADE SIZE UNLESS NOTED ON THE WORK. THIS WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: DRAWINGS OR SPECIFICALLY APPROVED FOR EQUIPMENT CONNECTIONS. SIZES NOT NOTED ON DRAWINGS SHALL BE AS REQUIRED BY NEC. 1. EIA — ELECTRONIC INDUSTRIES ASSOCIATION RS-22. STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. 2. FAA — FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR AC 70/7480—IH, CONSTRUCTION MARKING AND LIGHTING. 3. FCC — FEDERAL COMMUNICATION COMMISSION RULES AND REGULATIONS FORM 715, OBSTRUCTION MARKING AND LIGHTING SPECIFICATION FOR ANTENNA STRUCTURES 4. AISC — AMERICAN INSTITUTE OF STEEL CONSTRUCTION FOR STRUCTURAL JOINTS USING ASTM 1325 OR A490 BOLTS. 5. NEC — NATIONAL ELECTRIC CODE — ON TOWER LIGHTING KITS. 6. UL — UNDERWRITER'S LABORATORIES APPROVED ELECTRICAL PRODUCTS. 7. IN ALL CASES, PART 77 OF THE FAA RULES AND PARTS 17 AND 22 OF THE FCC RULES ARE APPLICABLE AND IN THE EVENT OF CONFLICT, SUPERSEDE ANY OTHER STANDARDS OR SPECIFICATIONS. 8. LIFE SAFETY CODE NFPA, LATEST EDITION. ELECTRICAL SPECIFICATIONS GENERAL PROPERTIES A. REQUIREMENTS: FURNISH ALL LABOR, MATERIALS, SERVICE, EQUIPMENT, AND APPLIANCES REQUIRED TO COMPLETE THE INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM IN ACCORDANCE WITH THE SPECIFICATIONS AND CONTRACT DRAWINGS. B. CONDUIT FITTINGS: CONNECTORS AND COUPLINGS: EMT COUPLINGS AND CONNECTORS EITHER STEEL OR MALLEABLE IRON ONLY. CONCRETE TIGHT OR RAIN TIGHT AND EITHER THE GLAND AND RING COMPRESSION TYPE OR THE STAINLESS STEEL MULTIPLE LOCKING TYPE, CONNECTORS TO HAVE INSULATED THROATS, EMT FITTINGS USING SET SCREWS OR INDENTATIONS AS A MEANS OF ATTACHMENT ARE NOT TO BE PERMITTED. BUSHINGS: INSULATED TYPE, DESIGNED TO PREVENT ABRASION OF WIRES WITHOUT IMPAIRING THE CONTINUITY OF THE CONDUIT, IMC AND RIGID ALUMINUM CONDUIT. C. CONDUIT INSTALLATIONS: CONDUITS SYSTEMS, EMT, OR RIGID NONMETALLIC CONDUIT UNLESS NOTED. CONDUIT INSTALLATION: INSTALL CONCEALED CONDUIT AND EMT IN AS DIRECT LINES AS POSSIBLE. INSTALL EXPOSED CONDUITS AND EMT PARALLEL TO OR AT RIGHT ANGLES TO THE LINES OF THE BUILDING. RIGHT ANGLE BENDS IN EXPOSED CONDUIT AND EMT RUNS SHALL BE MADE WITH STANDARD ELBOWS, SCREW JOINTED CONDUIT FITTINGS OR CONDUIT BENT TO RADIUS NO LESS THAN THOSE OF STANDARD ELBOWS. D. CONDUIT SUPPORTS: PROVIDE SUPPORTS FOR HORIZONTAL CONDUITS AND EMT NOT MORE THAN 8 FEET APART WITH NOT LESS THAN TWO ELBOW OR BEND INCLUDING RUNS ABOVE SUSPENDED CEILINGS AND WITHIN 3 FEET OF ALL JUNCTION BOXES, SWITCHES, FITTINGS, ETC. INSTALL ONE HOLD PIPE STRAPS ON CONDUITS 1 INCH OR SMALLER INSTALL INDIVIDUAL PIPE HANGERS FOR CONDUITS LARGER THAN 1 INCH. SPRING STEEL FASTENERS WITH HANGER RODS MAY BE USED IN DRY LOCATIONS IN LIEU OF PIPE STRAPS. CONDUCTORS A. WIRES AND CABLES (600 VOLTS): CONFORM TO THE APPLICABLE UL AND IPCEA STANDARDS FOR THE USE INTENDED. COPPER CONDUCTORS WITH 600 VOLTS INSULATION UNLESS OTHERWISE SPECIFIED OR NOTED ON THE DRAWINGS. STRANDED CONDUCTORS FOR NO. 8 OR LARGER WHERE ELSEWHERE SPECIFIED OR NOTED ON THE DRAWINGS. USE OF ALUMINUM CONDUCTORS WILL NOT BE PERMITTED. INSULATION SHALL BE TYPE THHN/THWN INSULATION 75` C FOR ALL CONDUCTORS, OTHERWISE SPECIFIED CONDUCTORS COLOR —CODED IN ACCORDANCE WITH NEC. CONNECT ALL CONDUCTORS OF THE SAME PHASE CONDUCTOR, COLOR CODING SHALL BE A —BLACK, B—RED, N—WHITE, WITH GREEN FOR ALL GROUND CONDUCTORS. B. CONNECTORS AND LUGS: FOR COPPER CONDUCTORS NO. 6 AND SMALLER: 3M SCOTCH—LOK OR T & B STA—KON COMPRESSION OR INDENT TYPE CONNECTORS WITH INTEGRAL OR SEPARATE INSULATING CAPS. FOR COPPER CONDUCTORS LARGER THAN NO. 6 SOLDERLESS, INDENT HEX SCREW OR BOLT TYPE PRESSURE CONDUCTORS, PROPERLY TAPED OR INSULATED. C. SPLICES: (480 VOLTS AND UNDER): CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES UNLESS APPROVED BY THE BUILDING INSPECTOR. CIRCUIT BREAKERS A. PROVIDE MOLDED CASE, BOLT —ON, THERMAL MAGNETIC TRIP, SINGLE, TWO, OR THREE POLE BRANCH CIRCUIT BREAKERS AS SHOWN ON DRAWINGS. MULTIPLE POLE BREAKERS SHALL BE SINGLE HANDLE, COMMON TRIP, A/C RATING TO MATCH EXISTING OR AS REQUIRED FOR AVAILABLE FAULT CURRENTS. GROUNDING A. ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 780 (LATEST EDITION), AND MANUFACTURER. B. IF THE AC PANEL IN THE POWER CABINET IS WIRED AS SERVICE ENTRANCE, THE AC SERVICE GROUND CONDUCTOR SHALL BE CONNECTED TO GROUND ELECTRODE SYSTEM. WHEN THE AC PANEL IN THE POWER CABINET IS CONSIDERED A SUB —PANEL, THE GROUND WIRE SHALL BE INSTALLED IN THE AC POWER CONDUIT. THE INSTALLATION SHALL BE PER LOCAL AND NATIONAL ELECTRIC CODE (NFPA-70). C. EXOTHERMIC WELDING IS RECOMMENDED FOR GROUNDING CONNECTION WHERE PRACTICAL OTHERWISE, THE CONNECTION SHALL BE MADE USING COMPRESSION TYPE-2 HOLES. LONG BARREL LUGS OR DOUBLE CRIMP CLAMP "C" CLAMP. THE COPPER CABLES SHALL BE COATED WITH ANTIOXIDANT (COPPER SHIELD) BEFORE MAKING THE CRIMP CONNECTIONS. THE MANUFACTURER'S TORQUING RECOMMENDATIONS ON THE BOLT ASSEMBLY TO SECURE CONNECTIONS ARE TO BE FOLLOWED. D. THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP AND BOTTOM OF THE VERTICAL RUN FOR LIGHTING PROTECTION. THE ANTENNA CABLE SHIELD SHALL BE BONDED TO A COPPER GROUND BUS AT THE LOWERMOST POINT OF A VERTICAL RUN JUST BEFORE IT BEGINS TO BEND TOWARD THE HORIZONTAL PLANE. WIRE RUNS TO GROUND SHALL BE KEPT AS STRAIGHT AND SHORT AS POSSIBLE. THE ANTENNA CABLE SHIELD SHALL BE GROUNDED JUST BEFORE ENTERING THE CELL CABINET. ANY ANTENNA CABLES OVER 200 FEET IN LENGTH SHALL ALSO BE EQUIPPED WITH ADDITIONAL GROUNDING AT MID —POINT. 6. ALL GROUNDING CONDUCTORS INSIDE THE BUILDING SHALL BE RUN IN CONDUIT RACEWAY SYSTEM, AND SHALL BE INSTALLED AS STRAIGHT AS PRACTICAL WITH MINOR BENDS TO AVOID OBSTRUCTIONS. THE MINIMUM BENDING RADIUS OF ANY #2 GROUNDING CONDUCTOR IS 8". PVC RACEWAY MAY BE FLEXIBLE OR RIGID PER THE FIELD CONDITIONS. GROUNDING CONDUCTORS SHALL NOT MAKE CONTACT WITH ANY METALLIC CONDUITS, SURFACES, OR EQUIPMENT. 7. PROVIDE PVC SLEEVES WHERE GROUNDING CONDUCTORS PASS THROUGH THE BUILDING WALLS AND/OR CEILINGS. 8. INSTALL GROUND BUSHINGS ON ALL METALLIC CONDUITS AND BOND TO THE EQUIPMENT GROUND BUS IN THE PANELBOARD. 9. GROUND ANTENNA BASES, FRAMES, CABLE RACKS, AND OTHER METALLIC COMPONENTS WITH #2 GROUNDING CONDUCTORS AND CONNECT TO INSULATED SURFACE MOUNTED GROUND BARS. CONNECTION DETAILS SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS FOR GROUNDING. 10. GROUND COAXIAL SHIELD AT BOTH ENDS USING MANUFACTURER'S GUIDELINES. 11. GROUND FIELD TEST PROCEDURE THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A "FALL OF POTENTIAL" TEST ON THE NEW SUPPLEMENTAL GROUND FIELD PRIOR TO FINAL CONNECTION OF THE GROUNDING SYSTEM TO EQUIPMENT. THE TEST SHALL BE PERFORMED BY A QUALIFIED AND CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. THE GROUND SYSTEM RESISTANCE TO EARTH GROUND SHALL NOT EXCEED TEN (10) OHMS. IF THE GROUND TEST EXCEEDS THE MAXIMUM OF 10 OHMS, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ADDITIONAL GROUND CONNECTIONS AS REQUIRED TO MEET THE 10 OHMS MAXIMUM. cTicVet C0111111UniCafi011S, INC 7100 Columbia Gateway Drive, Suite 120 Columbia, MD 21046 410-872-0078(0) 410-872-0442(F) AMEMCA%N TOWER® �S4G3�4MG3�L� oLI�I�JOLIVooI ^� �L1V�J 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 8972 999-8900 Tel. 972 999-8940 Fax NYSE AMT THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AMERICAN TOWER 4402251<4 PROJECT NO.: DRAWN BY: CHLE CHECKED BY: SAE SUBMITTALS NO. DATE DESCRIPTION BY 0 10/10/09 PRELIM FOR REVIEW SK 1 10/20/09 REVISIONS/STAMPED DH ATC- 302435 FN L- 385 SITE ADDRESS 1314 RED CEDAR CIRCLE FORT COLLINS, CO 80524 SHEET TITLE: GENERAL NOTES 4 SHEET NUMBER: GN4 M2-24 i ra- VICINITY MAP LEGEND SET SURVEY MARKER (L.S. # 37910) &UND SURVEY MARKER (L.S. # ILLEGIBLE) CONCRETE W TALL WOOD FENCE (NO BARB WIRE) LIMITS OF EASEMENT EDGE OF ASPHALT G9--ELECTRIC PANEL RPCRED PLASTIC CAP YPCYELLOW PLASTIC CAP (M)AS MEASURED (R) PER RECORDED PLAT o O z U Z N 0' 180, 360' SCALE: 1 /2" = 180' (11 x17) 1 /2"= 360' (24x36) 1A STATEMENT THIS IS TO CERTIFY THAT THE GEOGRAPHICAL LOCATION SHOWN IS ACCURATE TO WITHIN ±15' HORIZONTALLY AND 3' VERTICALLY. NAD83 LATITUDE = 40°36'17.5"N NAD83 LONGITUDE = 105'04'26.7"W NAVD88 ELEVATION = 4990.9' TOP OF TOWER ELEVATION = 5071.6' NAD27 LATITUDE = 40°36'17.5"N NAD27 LONGITUDE = 105°04'24.8"W NGVG29 ELEVATION = 4987.9 LEASE AREA = 1465.22 SQ. FT. ALONG WITH AN UNOCCUPIED 134 SQ. FT. OF ADDITIONAL SPACE, PER THE LEASE AGREEMENT, TO BE LOCATED CONTIGOUS TO THE ABOVE DESCIRBED LEASE PARCEL. NOTE: CORNERS OF ORIGINAL LEASE AREA WERE NOT SET AT TIME OF SURVEY ADDITIONAL LEASE AREA = 732.62 SQ. FT. LEASE AREA FENCE = 1469.35 SQ. FT. TOP OF TOWER ELEVATION = 5068.7 POINT OF COMMENCEMENT LEASE AREA & ACCESS EASEMENT AND ADDITIONAL TOP OF TOWER = 80.7' LEASE AREA BENCHMARK ELEVATION = 4991.01 NE CORNER OF LOT 15, BLOCK 3, REPLAT NO. 1, EVERGREEN PARK TOP OF TOP PANEL ANTENNA = 5076.1' BOTTOM OF TOP PANEL ANTENNA = 5069.9' TOP OF MIDDLE PANEL ANTENNA = 5063.7' BOTTOM OF MIDDLE PANEL ANTENNA=5057.7' TOP OF BOTTOM PANEL ANTENNA = 5049.3' BOTTOM OF BOTTOM PANEL ANTENNA = 5046.1' 77 l CONTOUR DETAIL —4990.5'--_—�JU � RPC *EL1 ZONING DATA (SUBJECT AND ADJOINING PROPERTY) ZONE: "I" (INDUSTRIAL) DIVISION 4.26 OF THE CITY OF FORT COLLINS CITY CODE AND CHARTER USE: WIRELESS TELECOMMUNICATIONS EQUIPMENT AND FACILITIES SETBACKS: BUILDING SETBACKS NOT SPECIFIED WITHIN FRONT: DIVISION 4.28 OF THE CITY OF FORT COLLINS REAR: CITY CODES AND CHARTER AS AVAILABLE SIDE: ON THEIR WEBSITE WWW.F000V.COM HEIGHT RESTRICTIONS: NON RESIDENTIAL STRUCTURES 4 STORIES MAXIMUM RESIDENTIAL STRUCTURES 3 STORIES MAXIMUM PARKING NOTES: OFF STREET PARKING REQUIREMENT NOT SPECIFIED WITHIN DIVISION 4.28 OF THE CITY OF FORT COLLINS CITY CODES AND CHARTER AS AVAILABLE ON THEIR WEBSITE WWW.FCGOV.COM Work Coordinated by: I Surveyor: RPC a Z-a,wo r AA W N N 0033 X Q ino K �`o x moo 3 zz SE CORNER OF LOT 16, BLOCK 3, REPLAT NO. 1, EVERGREEN PARK #4 REBAR FLOOD INFORMATION By graphic plotting only, this property is in Zone(s) "X" of the Flood Insurance Rate Map,Community Panel No. 08069CO977F which bears an effective date OPECEMBER 19, 2006 and is not in a Special Flood Hazard Area. By telephone to the National Flood Insurance Program (800-638-6620) we have learned this community does currently participate in the program. No field surveying was performed to determine this zone and the elevation certificate may be needed to verify this determination or apply for a variance from the Federal Emergency Management Agency. �TM v �� I -- Surveying Company, Inc. A6A&{.d 1.9" 621 24th Avenue S.W. Norman, Oklahoma73069 7800 MILLER DRIVE, UNIT C PH.303-702-1617 405 701-1111 www.FirstAmPLS.com FREDERICK, COLORADO 80504 3-W WWW.PoWERSU2-1486 WWW. EYING.COM Prepared For: Project Nome JOSH AMES American Tower Corporation Project Location — 900 Circle 75 Parkway FORT COLLINS COLORADO Suite 300 Project Address 1314 RED CEDAR CIRCLE Atlanta, GA. 30339 Client Number 302435 BEGINNING EASEMENT, S 82°32'p7"� S 82.2T25^ E LU J Q a LLI U a w 0 W yLU METALFRAME BUILDING SURVEYOR'S NOTES: THERE WAS NO VISIBLE OR DISCERNIBLE EVIDENCE IN CHANGES OF STREET ROW LINES, COMPLETED OR PROPOSED. THERE WAS NO EVIDENCE THAT THE SITE WAS BEING USED AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL. THERE WAS NO DESIGNATIONS FOR PARKING SPACES AND PER COUNTY ZONING, NONE ARE REQUIRED. THERE WAS NO EVIDENCE OF WETLANDS, STREAMS, LAKES, RIVERS PONDS OR OTHER WATER BODIES ONSITE ENCROACHMENT STATEMENT: NO APPARENT ENCROACHMENTS BLOCK 4, REPLAT NO. 1, EVERGREEN PARK 0 1 STORY WOOD FRAME HOUSE 1207 1 STORY METAL FRAME BUILDING S 00°00'00" E 22.78' , TDIRT DRNEWAV S 88°00'48" E 39.9T (M) S 88°02.34" E 40.W (R) 588'13'37" E 73.89' BENCHMARK POINT —I .A= -ADDITIONAL LEASE AREA ALTA/ACSM LAND TITLE SURVEY LOT 2, BLK 4 JERALDH RUSSELL PARCEL NO 97012-14-W2 REC. NO 98067082 LOT 3, BLK 4 0.69 ACRES (PARENT PARCEL) JERALD H. RUSSELL p PARCEL NO. 97012-14-003 REC. NO 2001018740 R° S88°01'35"E 20.011(M) LOT 4, BLK 4 RPC 13' ATE RPC RPC 0.69 ACRES T OF BEGINNING 8 3 1 °53'37" E 40.06' (M) S 21°53'37• E 40 W (R1 (PARENT PARCEL) .EASE AREA �\ JERALD H RUSSELL W 40.12''M) /) g GRAVEL NCRETE CAISSON WITH MONOPOLE TOWER PARCEL NO 97012-14-004 W 40ar R 5' c'p' o / 12ETq�' l\M \S 21 °51.53" E 40.06' (M) REC NO. 2001018740 a N 1 N 400' RPC RPC N 88'05'25" W 39.94' (M) SITE LEASE AREA N 88°or3a^ W 40.W (R� 88°00'57" W 19.99' (M) (AS SURVEYED) "AREA LEASED BY OTHERS" 732.62 SO. FT. �R� �'� 153.5' 'V10 3 'o m of OPEN -SIDED METAL FRAME BUILDING A 153.5' 6'EASEMENT O NORTH SIDE OF 75' TRANS. LINE EASEMENT 40' 30' 20' 10' 0' 40' 80' SCALE: 1 /2" = 40' (11 x17) 1" = 40' (24x36) SHEET 1 of 1 Dwn By ROBER TSHA W Aprvd By MAXWELL Dwq. No. 501-08-113 Pro% No. 01 2008 REVISIONS DESCRIPTION. CATe. FAPLS COMMENTS 3-20-08 FAPLS COMMENTS 4-11-08 FAPLS COMMENTS 1 4-17-08 40' LOT 16, BLK 4 DANIELA BLINDA R. VOGEL PARCEL NO 97012-14-016 REC. NO. 98026" LOT 15, BLK 4 N LOTS 14 & 15 FOOD BANK OF LARIMER COUNTY PARCEL NO 97012-14-014 REC NO 2001085568 LOT 14, BLK 4 LOT 5,13LK 4 0.96 ACRES JERALD H. RUSSELL PARCEL NO. 97012-14-005 REC NO 94081923 SURVEYOR CERTIFICATION I HEREBY CERTIFY TO: AMERICAN TOWER CORPORATION, ITS SUCCESSORS AND ASSIGNS UNITED GENERAL TITLE INSURANCE. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS" JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 2005, AND INCLUDES ITEMS 2, 3, 4, 6, 7(a), 7(b)(1), 7(c), 8, 9, 10, 11(a), 13, 14 AND 16 OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, THE SURVEY MEASUREMENTS WERE MADE IN ACCORDANCE WITH THE POSITIONAL UNCERTAINTIES RESULTING FROM THE SURVEY MEASUREMENTS MADE ON THE SURVEY DO NOT EXCEED THE ALLOWABLE POSITIONAL TOLERANCE. DATED THIS 7th DAY OF MARCH 2O08, PROFESSIONAL SURVEYOR # P.L.S. # 37910 NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A COLORADO LICENSED SURVEYOR. LEASE PARCEL & ACCESS EASEMENT DESCRIPTION (AS PROVIDED). PARCEL ONE: (LEASE PARCEL) A LEASE PARCEL SITUATE ON LOTS 3 AND 4, BLOCK 4, REPLAT NO. 1 OF EVERGREEN PARK, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE WESTERLY RIGHT-OF-WAY OF RED CEDAR CIRCLE, SAID POINT ALSO BEING THE NORTHEAST CORNER OF LOT 15, BLOCK 3, REPLAT NO. 1 EVERGREEN PARK, THENCE S 82 DEGREES 27'25" E A DISTANCE OF 122.46 FEET (S 82 DEGREES 32'07" E A DISTANCE OF 122.43 AS MEASURED), TO THE NORTHWESTERLY CORNER OF THE LEASE PARCEL, SAID POINT ALSO BEING THE POINT OF BEGINNING OF THIS LEASE PARCEL; THENCE S 88 DEGREES 02'34" E, A DISTANCE OF 40.00 FEET (S88°00'48"E, A DISTANCE OF 39.97' AS MEASURED); THENCE S 21 DEGREES 53'37" E, A DISTANCE OF 40.00 FEET (S21°53'37"E, A DISTANCE OF 40.06' AS MEASURED); THENCE N 88 DEGREES 02'34" W, A DISTANCE OF 40.00 FEET (N88°OS'25"W, A DISTANCE OF 39.94' AS MEASURED); THENCE N 21 DEGREES 53'37" W, A DISTANCE OF 40.00 FEET (N21°54'08"W, A DISTANCE OF 40.12' AS MEASURED); TO THE POINT OF BEGINNING OF THIS LEASE PARCEL, FROM WHICH THE SOUTHEAST CORNER OF LOT 16, BLOCK 3, REPLAT NO. 1, EVERGREEN PARK BEARS S 28 DEGREES 33'58" W, A DISTANCE OF 253.79 FEET (S 28 DEGREES 31'53" W, A DISTANCE OF 253.90 FEET AS MEASURED); 0011111 PARCEL TWO: (ACCESS EASEMENT) AN EASEMENT 25.00 FEET IN WIDTH OVER AND ACROSS LOTS 3 AND 4, BLOCK 4, REPLAT NO. 1 OF EVERGREEN PARK, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OFCOLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: SAID EASEMENT BEING 12.5 FEET ON BOTH SIDES OF THE FOLLOWING DESCRIBED CENTERLINE WITH SIDELINES TO BE EXTENDED AND/OR SHORTENED TO ELIMINATE GAPSAND OVERLAPS: COMMENCING AT A POINT ON THE WESTERLY RIGHT-OF-WAY OF RED CEDAR CIRCLE, SAID POINT ALSO BEING THE NORTHEAST CORNER OF LOT 15, BLOCK 3, REPLAT NO. 1, EVERGREEN PARK, THENCE N 81 DEGREES 53'03" E, A DISTANCE OF 60.61 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY OF SAID RED CEDAR CIRCLE, SAID POINT ALSO BEING THE POINT OF BEGINNING OF THIS EASEMENT DESCRIPTION; THENCE S 88 DEGREES 13'37" E, A DISTANCE OF 73.89 FEET; THENCE S 00 DEGREES 00' 00" E, A DISTANCE OF 22.78 FEET; TO A POINT ON THE NORTHERLY LINE OF THE LEASE PARCEL, SAID POINT ALSO BEING THE POINT OF TERMINUS OF THIS EASEMENT, FROM WHICH THE NORTHEAST CORNER OF THE LEASE PARCEL BEARS S 88 DEGREES 02'34" E, A DISTANCE OF 27.49 FEET. THE ABOVE DESCRIPTION DESCRIBES THE SAME PROPERTY AS IN SCHEDULE A OF UNITED GENERAL TITLE INSURANCE COMPANY'S COMMITMENT FOR THE TITLE INSURANCE NUMBER 1003000961/CO2194 DATED MARCH 25, 2008 ADDITIONAL LEASE AREA (AS SURVEYED) ADDITIONAL LEASE PARCEL: A LEASE PARCEL SITUATE ON LOTS 3 AND 4, BLOCK 4, REPLAT NO. 1 OF EVERGREEN PARK, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE WESTERLY RIGHT-OF-WAY OF RED CEDAR CIRCLE, SAID POINT ALSO BEING THE NORTHEAST CORNER OF LOT 15, BLOCK 3, REPLAT NO. 1 EVERGREEN PARK, THENCE S 82 DEGREES 27'25" E A DISTANCE OF 122.46 FEET (S 82 DEGREES 32'07" E, A DISTANCE OF 122.43 AS MEASURED), TO THE NORTHWESTERLY CORNER OF THE LEASE PARCEL ONE, THENCE S 88 DEGREES 00'48" E, A DISTANCE OF 39.97 FEET, TO THE NORTHEASTERLY CORNER OF LEASE PARCEL ONE, SAID POINT ALSO BEING THE POINT OF BEGINNING OF THIS LEASE PARCEL; THENCE S 88 DEGREES 01'35" E, A DISTANCE OF 20.01 FEET; THENCE S 21 DEGREES 51'53" E, A DISTANCE OF 40.06 FEET; THENCE N 88 DEGREES 00'57" W, A DISTANCE OF '19.99 FEET TO THE SOUTHEASTERLY CORNER OF PARCEL ONE; THENCE N 21 DEGREES 53'37" W, ALONG EASTERLY LINE OF PARCEL ONE A DISTANCE OF 40.00 FEET (40.06 FEET AS MEASURED); TO THE POINT OF BEGINNING OF THIS LEASE PARCEL, SAID POINT ALSO BEING THE NORTHEASTERLY CORNER OF PARCEL ONE. PARENT DESCRIPTION (AS PROVIDED) LOTS 3 AND 4, REPLAT NO. 1 OF EVERGREEN PARK, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. NOTES CORRESPONDING TO SCHEDULE "B": UNITED GENERAL TITLE INSURANCE COMPANY COMMITMENT NUMBER 10030009611CO2194 EFFECTIVE DATED 3-25-2008 (a) 2007 real estate taxes are due in the amount of $4,667.26 by April 30, 2008 (for lot and building) and 2007 personal property taxes were paid in the amount of $1,015.57 (for communication equipment); Parcel #97012-14-004. Not plotted, monetary in nature. (b) Subject to Deed of Trust from Jerald H. Russell to Wells Fargo Bank West, National Association (trustee: Public Trustee of Larimer County) as set forth in Reception #2002139435 in the original principal amount of $310,000.00, dated 12-12-02, recorded 12-23-02 and Assignment of Rents recorded 12-23-02, Reception #2002139436 and Modification recorded 3-21-05, Reception #2005002 1956. Covers lots 1,2, 3,4 and 5. Not plotted monetary in nature. (c) Subject to Deed of Trust from Jerald H. Russell to Wells Fargo Bank West, National Association (trustee: Public Trustee of Larimer County) as set forth in Reception #20050023511 in the original principal amount of $106,000.00, dated 3-7-05, recorded 3-25-05 and Assignment of Rents recorded 6-8-06, Reception #20060042875. Covers lots 1, 2, 3, 4 and 5. Not plotted monetary in nature. (d) Subject to Deed of Trust from Jerald H. Russell to Wells Fargo Bank West, National Association (trustee: Public Trustee of Larimer County) as set forth in Reception #20060042874 in the original principal amount of $80,000.00, dated 5-25-06, recorded 6-8-06. Covers lots 1, 2, 3, 4 and 5. Not plotted monetary in nature. (a) Subject to the terms of the Memorandum of Agreement between John C. Dixon, a married man as his sole and separate property (lessor) and Nextel West Corp., d/b/a Nextel Communications (lessee) as set forth in Reception #2000054596, recorded 8-10-00. Blanket in nature. Not plotted hereon. Does affect the subject property. (f) Subject to the terms of the Short Form of Lease between Jerald H. Russell (landlord) and Owest Wireless, LLC (tenant) as set forth in Reception #2001055314, recorded 7-9-01. Not plotted hereon. Supportive doccument not supplied. (g) Subject to the terms of the Assignment of Leases between Nextel West Corp., d/b/a Nextel Communications and Tower Parent Corp. as set forth in Reception #2001112475, recorded 12-10-01. Blanket in nature. Not plotted hereon. Does affect the subject property. (h) Subject to the terms of the Assignment of Leases between Tower Parent Corp. and Tower Asset Sub, Inc. as set forth in Reception #2001112476, recorded 12-10-01. Blanket in nature. Not plotted hereon. Does affect the subject property. (i) Subject to the Declaration of Covenants, Conditions and Restrictions as set forth in Reception #91046385, recorded 9-24-9 1. Blanket in nature. Not plotted hereon. Does affect the subject property. 0) Subject to Notice for approval of Final Project Development as set forth in Reception #99008852, recorded 2-1-99. Not plotted hereon. Supportive doccument not supplied. (k) Subject to covenants and restrictions, easements and right of ways for streets and utilities, and building lines, if any, as contained in plat of subdivision and as contained in all other documents of record. Not plotted blanket in nature does affect the subject properly. • coric Vet COillIII HfliCati0I1S, INC 7100 Columbia Gateway Drive, Suite 120 Columbia, MD 21046 410-872-0078(0) 410-872-0442(F) AMEMCAN TOWER® �4G�MC�4MG3�1� oLIV��J�LIVooI nil ILIXJV 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 W2 999-8900 Tel. 2 999-8940 Fax NYSE AMT THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AMERICAN TOWER 440225K4 PROJECT NO.: DRAWN BY: CHLE CHECKED BY: SAE SUBMITTALS NO. DATE DESCRIPTION BY 0 10/10/09 PRELIM FOR REVIEW SK 1 10/20/09 REVISIONS/STAMPED DH ATC- 302435 FN L- 385 SITE ADDRESS 1314 RED CEDAR CIRCLE FORT COLLINS, CO 80524 SHEET TITLE: SURVEY SHEET NUMBER: S-1 M2-24 '4 N 5 CIVIL LEGEND: (I)PROPOSED CRICKET 7'-0"x15'-O" LEASE AREA O2 PROPOSED CRICKET 4'-0"x13'-O" PLATFORM O3 PROPOSED CRICKET BTS CABINETS ®PROPOSED CRICKET PPC/TPC CABINET ON H-FRAME SOPROPOSED CRICKET 1'-0"x22'-1" ICEBRIDGE D rn - K r, p rn Z -i (VERIFY AZIMUTH AND MECHANICAL DOWN TILT IN FIELD WITH CRICKET CONSTRUCTION MANAGER PRIOR TO INSTALLATION) POWER AND TELCO CONDUIT ROUTING TO SITE TO BE COORDINATED WITH UTILITY COMPANY AND ATC CONSTRUCTION MANAGER (REFER TO SHEET A-4) COMPOUND PLAN CEDAR FENC 1.0 20'-0" ACCESS EASEMENT 60'— 0" LEASE AREA 3 OHT/OHP X NOTE: LEASE AREA = 1600 SF (40' X 40') *ADDITIONAL 800 SF LEASE AREA CONTINGENT ON ISSUE OF NTP TO AT&T MOBILITY. LEGEND CHAIN LINK FENCE PROPERTY LINE LEASE AREA OVERHEAD TELEPHONE/ OVERHEAD POWER UNDERGROUND UTILITY LINES UTILITY EASEMENT SCALE: 1 " = 5'-0" (24X36) 1" = 10'-0" (11X17) • conc et coniam ,ications,iNc 7100 Columbia Gateway Drive, Suite 120 Columbia, MD 21046 410-872-0078(0) 410-872-0442(F) AMEMCAN TOWER® �4Q�4�Q�d oG�OGv]ooG3[]G� 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 �972 999-8900 Tel. 972 999-8940 Fax NYSE AMT THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AMERICAN TOWER 440225K4 PROJECT NO.: DRAWN BY: CHILE CHECKED BY: SAE SUBMITTALS NO. DATE DESCRIPTION BY 0 10/10/09 PRELIM FOR REVIEW SK 1 10/20/09 REVISIONS/STAMPED DH ATC- 302435 FN L- 385 SITE ADDRESS 1314 RED CEDAR CIRCLE FORT COLLINS, CO 80524 SHEET TITLE: COMPOUND PLAN SHEET NUMBER: A- I u2-24 �� G •47 N l'V TOP OF MONOPOLE WITH 20' EXTENSION ELEV. 100'-0" A.G.L. NOTE: VERIFY MOUNT AND ASSOCIATED HARDWARE AGAINST APPROVED CRICKET B.O.M. TOP OF EXISTING MONOPOLE ELEV. 80'-0" A.G.L. NOTE: EXTENSION TO BE INSTALLED PER ATC MOD DRAWING #44022537. COAX TO BE INSTALLED PER ATC STRUCTURAL 44022526 DATED 10/16/09 NOTE: TOWER AND DESERT TAN, EXTENSION TO BE PAINTED COLOR CODE TBD. PROPOSED H—FRAME UTILITY RACK PROPOSED CRICKET ICE BRIDGE W/ GPS PROPOSED CRICKET EQUIPMENT EXISTING 8' CEDAR FENCE NOTE: ANTENNA MOUNT: ANDREW MTC9651S96 EAST ELEVATION PROPOSED CRICKET PLATFORM TOP OF PROPOSED ANTENNAS rIlIlk ELEV. 101'-0" A.G.L. Y PROPOSED (3) CRICKET ANTENNAS WITH RAID CENTER © 98' A.G.L. WITH AZIMUTHS 60`. 200° AND 310° EXISTING SPRINT NEXTEL ANTENNAS ELEV. 80'-0" A.G.L. EXISTING ELEV. 7( T—MOBILE ANTENNAS Ijk —0" A.G.L. IRV EXISTING SPRINT NEXTEL ANTENNAS ELEV. 60'-0" A.G.L. EXISTING AT&T MOBILITY ANTENNAS ELEV. 48'-0" A.G.L. EXISTING SPRINT NEXTEL CPS ELEV. 25'-0" A.G.L. EXISTING 8' CEDAR FENCE EXISTING (6) 7/8" AT&T COAX CABLES )O o0 300 EXISTING (9) 1 1 /4" SPRINT COAX CABLES TO BE REPLACED BY 7/8" AND RELOCATED FROM EAST PORT TO WEST PORT AT 12' A. G. L. EXISTING (9) 7/8" NEXTEL COAX CABLES OO(0 oOC)?� OOOOC)�� OOOOOO 0000©3 0000 000 0 0 CO) co// 000 COAX DISTRIBUTION ENLARGED EQUIPMENT ELEVATION EXISTING (24) 7/8" T—MOBILE COAX CABLES CRICKET PROPOSED (6) 1 5/8" COAX CABLES AT EAST PORT, 3' A.G.L. EXISTING (13) 7/8" AT&T COAX CABLES • cricl,4cet communications, iNc 7100 Columbia Gateway Drive, Suite 120 Columbia, MD 21046 410-872-0078(0) 410-872-0442(F) AMEMCAN TOWER® S�4G3N�4MG3�d oL1�J�J�IJVooI nV IU�:J�J 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 �972 999-8900 Tel. 972 999-8940 Fax NYSE AMT THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AMERICAN TOWER 440225K4 PROJECT NO.: DRAWN BY: CHILE CHECKED BY: SAE SUBMITTALS NO. DATE DESCRIPTION BY 0 10/10/09 PRELIM FOR REVIEW SK 1 10/20/09 REVISIONS/STAMPED DH ATC- 302435 FN L- 385 SITE ADDRESS 1314 RED CEDAR CIRCLE FORT COLLINS, CO 80524 SHEET TITLE: ELEVATION SHEET NUMBER: A-2 M 2 - 2 4 �� aEE $ w o � D a � � 8 0I W I ca Z a Q. D NOTE: 1/ w VERIFY MOUNT AND ASSOCIATED HARDWARE AGAINST APPROVED CRICKET B.O.M. "I TOP OF PROPOSED ANTENNAS ri TOP OPOLE WITH 10' EXTENSION ELEV. 89'-6" A.G.L ELEV. 90'-0 .G L. PROPOSED (3) CRICKET ANTENNAS WITH RAD CENTER O 86'-6" AG.L WITH AZIMUTHS A02, ZQT PN12_3.1(r N Y TOP OF EXISTING MONOPOLE EXISTING SPRINT NEXTEL ANTENNAS II A ` ELEV. 80'-0" TGL ELEV 80'-0" A.G L 17 EXISTING T—MOBILE ANTENNAS ELEV_ 70'-0" A_G L EXISTING SPRINT NEXTEL ANTENNAS NOTE: ELEV 60'-0" A G L EXTENSION TO BE INSTALLED PER ATC MOD DRAWING #XXXXXXXX. COAX TO BE INSTALLED PER ATC STRUCTURAL 440225212 DATED 11/17/09 NOTE: TOWER AND EXTENSION TO BE PAINTED DESERT TAN, COLOR CODE TBO. EXISTING AT&T MOBILITY ANTENNASrik ELEV. 48'-0" A.G L Ir EXISTING SPRINT NEXTEL GPS ELEV 25'-0" A.G L PROPOSED H-FRAME UnUTY RACK PROPOSED CRICKET ICE BRIDGE W/ GPS PROPOSED CRICKET EQUIPMENT1. -EXISTING 8' EXISTING 8' CEDAR FENCE / CEDAR FENCE NOTE: ANTENNA MOUNT: ANDREW MTC965IS96 EAST ELEVATION PROPOSED CRICKET PLATFORM EXISTING (6) 7/8" AT&T COAX CABLES EJ(ISTING (9) 1 1/4' SPRINT COAX CABLES TO BE REPLACED BY 7/8- MD RELOCATED FROM EAST PORT TO WEST PORT AT 12' AG.L EXISTING (9) 7/8" NEXTEL COAX CABLES PROPOSED CRICKET ICE BRIDGE W/ GPS �000000000 COAX DISTRIBUTION ENLARGED EQUIPMENT ELEVATION �Z_2q 0 EXISTING (24) 7/8" T—MOBILE COAX CABLES CRICKET PROPOSED (6) 1 5/8" COAX CABLES AT EAST PORT, 3' A.G.L. EXISTING (13) 7/8" AT&T COAX CABLES criceet communications iN 7100Columb3aGue Dnve Sui,170 Columba. MD 21046 410-872-007810) 410-8T_-0442(T) ANININCANTCANMO 8505 FREEPORT PARKWAY SUITE 135 IRVING. TX 75083 972 999-89M TM. 972 999-8940 Fax Ins NW RRNN1� WIE NXaMPW sRM WT s J9NIJ As aF WE ERXM511RE PAJMAIY a A1ERfJN CWMTO1 WS WEN os M SNWL S: RaIL'IFD A SHE 9E WIN WMRI THEY ARE PROARIM, ISaE 111 R 1101 OR P191CVpN S NW JEIINO. M MOLE OR N FART. a PO/_ f1E4lf 9Y WRITER MONSOON M AN RCW PIFl�G911 cWN+aRMN1N WILE TO THESE A 9PH%WNX6 SIWL REYW NEAMM TOES OORWw 10N Wrnw PIFARRE AID WON. 0W319CT WITH THEN N1aIlI1E PRIM RLi SLFll¢ ADISRI CE OF THESE SSIRCRI¢ TOWER 440225K4 PROJECT NO.: moan 9Y: CHILE CHECKED EY: SAE SUBMITTALS No DATE I KE 1104 91' 0 0/10/O9 PRELIM FOR RENEW SK I 0/ZO/09 N119OJ5/5'tANPED DX 2 11/19AS REVISIONS WE 12/1/09 STM a9JE CH 1 2 �SSIONAL E� \A Rx\t\WJS""� ATC-302435 FNL-385 SITE ADDRESS 1314 RED CEDAR CIRCLE FORT COWNS, CO 80524 SHM DIE: ELEVATION s NUWNQJ. A-2 c et llimunications, INC Gateway Drive, Suite 120 z i r.. re TYPICAL EOUIPMENT LAYOUT ®® 1212 1 1212 F®® 7 10"-17" PLATFORM DETAIL r')onr')ncrn nM1r111 r LJ E-RAME 'OWER I) 2„ 1 1\VI VJLV `C/ 1 YV VVI\V VII...I \ FOR TELCO & (1) 2" FOR POWER FROM PPC (ELECTRICAL DISTRIBUTION PANEL) TO BTS ON rd ANDREW WB—CY100 1'-0"x10'-0" SAFETY GRATING WAVEGUIDE BRIDGE DETAIL MINIMUM OF 75% OR 270° IN ANY DIRECTION GPS MINIMUM SKY VIEW REQUIREMENTS NOTES: 1. THE ELEVATION AND LOCATION OF THE GPS ANTENNA SHALL BE IN ACCORDANCE WITH THE FINAL RF REPORT. 2. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1-1/4" DIAMETER, SCHEDULE 40, GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. 3. IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA IS WITHIN 2 DEGREES OF LEVEL. 4. DO NOT SWEEP TEST GPS ANTENNA. GPS DETAILS MA p OBSTRUCTIONS MUST VAULT #2 AWG BCW TO GROUND RING ANDREW WB—TK12D TRAPEZE KIT, BOTTOM RUNG 7'-0" MIN. ABOVE GRADE ANDREW WB—K110—B WAVEGUIDE BRIDGE KIT W/3"03'—O" POST GPS ANTENNA —1 1/4"0 SCH. 40 STAINLESS / STEEL OR GALV. PIPE II / I I / PIPE CAP III II II III II II I I 3 1 /2" DIA. ICE I I BRIDGE SUPPORT I I PIPE III III II II >_3"1 1/4" PIPE TO PIPE CLAMP GROUNDING KIT 1/2"0 COAX CABLE 8" MINIMUM BENDING RADIUS PER MANUFACTURER'S STANDARD #6 AWG GROUNDING KIT CABLE (PROVIDED WITH KIT) I 3 C To i c e t C0111111Ui111.'.a fi0na, INC 7100 Columbia Gateway Drive, Suite 120 Columbia, MD 21046 410-872-0078(0) 410-872-0442(F) AMEMCAN TOWER® �4G�3�4dG3�L� 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 �972 999-8900 Tel. 972 999-8940 Fax NYSE AMT THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AMERICAN TOWER 440225K4 PROJECT NO.: DRAWN BY: CHILE CHECKED BY: SAE SUBMITTALS NO. DATE DESCRIPTION BY 0 10/10/09 PRELIM FOR REVIEW SK 1 10/20/09 REVISIONS/STAMPED DH ATC- 302435 FN L- 385 SITE ADDRESS 1314 RED CEDAR CIRCLE FORT COLLINS, CO 80524 SHEET TITLE: PLATFORM, ICE BRIDGE AND GPS DETAILS SHEET NUMBER: A-3 M 2 - 2 4 YELLOW BROWN (TX1 /RX1) ti�Mv�N 200 �� 13 � O p � 2 ANTENNA ALIGNMENT YELLOW WHITE (RX2) NOTES: r_1 ANTENNA ORIENTATION DETAIL GAMMA FREQ A MAIN (TX) �AMMJ FREQ B MAIN (FUTURE) GAMMAIFREQ A IV (RX) GAMMA IFREQ B DIV (UTURE) 511 330 300 Q o 60 _ � o 270 90 i 240 120 210 1 150 180 \��\ MAGNETIC DECLINATION 1. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS, PRIOR TO ORDERING CABLE, CONTRACTOR TO VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 2. CONTRACTOR SHALL VERIFY THE DOWNTILT OF EACH ANTENNA WITH A DIGITAL LEVEL. 3. CONTRACTOR TO CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. 4. COLOR BANDING SHALL BE 2" WIDE ON THE MAIN LINE (5 WRAP MIN.). SPACING TO BE 1" BETWEEN COLORS. COLOR BAND ON JUMPERS 1" WIDE WITH 1" SPACE. START COLOR BANDS 2" BEYOND WEATHERPROOFING. START SECTOR COLOR NEXT TO END CONNECTOR. BETA FREQ B DIV (FUTURE) BETA FREQ A DIV (RX) - BETA FREQ B MAIN (FUTURE) BETA FREQ A MAIN (TX) Z CABINET to COAX CONFIGURATION DETAIL LOAM AREA PAVED AREA MICROWAVE BACKHAUL ALPHA FREQ B DIV (FUTURE) ALPHA FREQ A DIV (RX) ALPHA FREQ B MAIN (FUTURE) ALPHA FREQ A MAIN (TX) FWO COURSES OF 1-1/2" BITUMINOUS PAVEMENT 3 ML YELLOW WARNING TAPE 'HIGH VOLTAGE" SAW —CUT TO STRAIGHT EVEN _DGE BEFORE PAVING 8" GRAVEL BASE \CKFILL RAVEL, 1 SIDES 3 SCHEDULE 40 CONDUITS FOR NEW ELECTRICAL AND TELEPHONE SERVICES SEE UTILITY AND SITE PLANS. PROVIDE APPROVED PULL BOXES AS REQUIRED, AND COORDINATE INSTALLATION W/ ALL UTILITY COMPANIES FOR INTERFACING AT TERMINATION POINTS. PROVIDE FULL LENGTH PULL ROPES (TYP.). TYPICAL UTILITY TRENCH DETAIL 5 2 1 ANTENNA MOUNT DETAIL RF CONFIGURATION (VERSION 1 DATED 1 /28/08) SECTOR 1 SECTOR 2 SECTOR 3 AZIMUTH 60 200 310 ANTENNA Ht (ft) 98' 98' 98' # OF ANTENNAS 1 1 1 ANTENNA MODEL CMA—b6521 CMA—b6521 CMA—b6521 ANTENNA MODEL —OTHER — — — ELECTRICAL DOWN —TILT 0 0 0 MECHANICAL DOWN —TILT 0 0 0 CABLE LENGTH (ft) 122' 122' 122' CABLE TYPE (inches) 1 5/8" 1 5/8" 1 5/8" TOP JUMPER LENGTH (ft) 6 6 6 BOTTOM JUMPER LENGTH (ft) FIELD CUT FIELD CUT FIELD CUT RF CONFIGURATION INFORMATION Li PIPE ORDERED SEPARATELY I MC—RM1030-3 NT I • cT'icl<et Cf)IIIYY ajuications,INC 7100 Columbia Gateway Drive, Suite 120 Columbia, MD 21046 410-872-0078 (0) 410-872-0442 (F) AMEMCAN TOWER® oG�OG�ooG3[]� 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 �972 999-8900 Tel. 972 999-8940 Fax NYSE AMT THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AMERICAN TOWER 440225K4 PROJECT NO.: DRAWN BY: CHLE CHECKED BY: SAE SUBMITTALS NO. DATE DESCRIPTION BY 0 10/10/09 PRELIM FOR REVIEW SK 1 10/20/09 REVISIONS/STAMPED DH ATC- 302435 FN L- 385 SITE ADDRESS 1314 RED CEDAR CIRCLE FORT COLLINS, CO 80524 SHEET TITLE: RF ANTENNA AND TRENCH DETAILS SHEET NUMBER: A-4 M2-24 PER SECTOR RX1/TX1 RX2 I RX1/TX1 BTS CABINET RX2 NDING (D FYP. DR GROUND BAR 2 ANTENNAS) DETAIL 2/E-4 COAXIAL E GROUND BAR OF TOWER GROUND BAR OF ICEBRIDGE EST TO EQUIPMENT EQUIRED) GREATER 10' FROM TOWER ANTENNA SCHEMATIC DIAGRAM ANTENNA COMPONENTS ITEM No ITEM DESCRIPTION TOTAL QUANTITY 1 ANTENNA 3 2 TOP JUMPERS 6 2a ATTACHED MALE DIN CONNECTORS 12 3 MAIN COAXIAL CABLE 6 4 UNATTACHED FEMALE DIN CONNECTOR 12 5 BOTTOM JUMPERS 6 5A UNATTACHED MALE DIN CONNECTORS 12 6 COAX GROUND KIT 18 NOTES: A. REFER TO SHEET A-4 FOR ANTENNA MAKE AND MODEL. B. WEATHERPROOF ALL GROUNDING CONNECTIONS AND CONNECTORS, RE: 2/A-5 C. CONTRACTOR SHALL NOTE ANTENNA SERIAL NUMBERS AND ACTUAL COAX LENGTHS ON RED —LINES. D. FOR COAX RUNS OVER 200' IN LENGTH, PLACE AN ADDITIONAL GROUNDING KIT AND GROUND BAR MID WAYS UP THE TOWER. GROUNDING CLAMP N TGROUNDIP CLAN ASSEMB FIGURE 1 FIGURE 2 TYPICAL ANTENNA DETAIL F FOR ADJUSTABLE D CLAMP '4"-20 �RDWARE 6 GROUND LEAD FIGURE 3 2 1 TYPICAL WEATHERPROOFING DETAILS 'UTTY TAPE FIGURE 4 CMA-b6521 ELECTRICAL TAPE OVER MASTIC TAPE FIGURE 5 2 3/8"0 ANTENNA SUPPORT PIPE. PIPE WILL EXTEND A MIN. OF 4" ABOVE ANTENNA (N) DOWNTILT BRACKET SUPPLIED WITH ANTENNA ANTENNA 1/2"0 JUMPERS ELECTRICAL TAPE OVER MASTIC TAPE GROUNDING CLAMP FIGURE 6 3 116 GROUND LEAD 2 BARRELL HYDRAULICALLY CRIMPED CONNECTION F REQUIRED BY ANTENNA IONFIGURATION, EXTEND _EAD W/#2 CONDUCTOR TO ROUND BAR I coricl,4 et CE1111111U11iCafid1C1S, INC 7100 Columbia Gateway Drive, Suite 120 Columbia, MD 21046 410-872-0078(0) 410-872-0442(F) STRUCTUR/�L =NGIN==RING 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 972 999-8900 Tel. 972 999-8940 Fax NYSE AMT THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBUCATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AMERICAN TOWER 440225K4 PROJECT NO.: DRAWN BY: CHILE CHECKED BY: SAE SUBMITTALS NO. DATE DESCRIPTION BY 0 10/10/09 PRELIM FOR REVIEW SK 1 10/20/09 REVISIONS/STAMPED DH ATC- 302435 FN L- 385 SITE ADDRESS 1314 RED CEDAR CIRCLE FORT COLLINS, CO 80524 SHEET TITLE: COAX AND ANTENNA DETAILS SHEET NUMBER: A-5 M 2 - 2 4