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Floodplain- PT160309FLOODPLAIN DEVELOPMENT PERMIT PERMIT NO.Zv Ko 0 _K o 3 HT NAME OF PERMITEE: ac,,t4Q!�j /I -T— f JOy>,k tx t, -m The above named permitee applied for a FLOODPLAIN DEVELOPMENT PERMIT on j(eq N , Pt- -[ o n` p The application has been reviewed by the FLOODPLAIN ADMINSTRATOR and it has been determined that the proposed development is located within an identifiable floodplain of: Ctrl C( -f-- rz )L The FLOODPLAIN ADMINISTRATOR has reviewed plans and specifications of the proposed development for conformance with the development standards required by Floodplain Management Ordinance #2001-952. You are hereby authorized to proceed with the following described work: n AA To maintain compliance with the development standards of Floodplain Management Ordinance #2001-952 and to eliminate or minimize flood damage potential to the proposed development, you are hereby directed to construct your proposed development in accordance with the following special provisions: Compliance with the development standards of Floodplain Management Ordinance #2001-952 including but not limited to: • For residential structures, the lowest floor (including basement) must be elevated to two (2) feet above the 100 - year base flood elevation or one (1) foot above ultimate condition whichever is higher. Certification of the lowest floor must be submitted from a registered professional engineer, architect, or land surveyor. • For non-residential structures, the lowest floor (including basement) must be elevated or flood -proofed to two (2) feet above the 100 -year base flood elevation or one (1) foot above ultimate condition whichever is higher. Certification that the flood -proofing methods are adequate to withstand the flood depths, pressure, velocities, impact and uplift forces and other factors associated with the base flood must be submitted from a registered professional engineer or architect. • For fill activities, the permittee must submit certification from a registered professional engineer or land surveyor that the level of the compacted fill materials is at or above the elevation of the Base Flood. J,-)'- )'- Certified copy of all final plans or As -Built Drawings must be submitted to the FLOODPLAIN ADMINISTRATOR. () OTHER ions by Permittee Printed Name Date ADMINISTRATOR Printed Nar e ` Date V E L 0 a C) OD c� Z L U O O C7 C1 C1 6c,� N d N ++ R R C O � Ly N C N �: — N—x-� > E a 3 S. Q: =0 0 O y 0 O O a � •V r C:) C) —1� a(aM� W V Y 0 C a3 a a- E O N LO r N J cn C co O ( U V7 O O i l y J C) OD c� Z L U O O C7 C1 C1 6c,� N d N ++ R R C O � Ly N C N �: > > E a � o O m C � T hC v CD C U O N m N N r � (6 N � C U J � C U) (u E J N � O 00 Q C O C: CCU C cu C C m — c -0 O M C � a O (B U C 4- C O L N Q E (B Z — � � N M ui c E c .O_ m O N Z Q. cn CL o 0MIi ki O OD M O) M N N ■E O L) E E O a) >, Q O O L y. C c 0 V7 O y 0 O O a) C) 0 Q � •V r y (D L a n Q. N c m 0 O N a) a) a .O cn C co O ( 0 V7 O O Q C CC N L ` co a) O 0 0) N � a) E Y >> > O to a) O c E a) O 3 =' L 0 0) 0 3 0 m Q- O V U) O O C C a (6 N O N .Q y a) Q O a) c A cu a) m O fA > MCa - 'r �rY OO _ >� V LO LU O ' 0 E�O 0) U 3 c R 0 O Y D CU L a) C C a) 'C N Q T 7 Q s ''"' 7 O' Z c Q O E N '> .Q a ,�, O O V > p +, y a5 a) O N > c V) C O 0 c a N Q N a) C� O O a U N 0 0 'U �. a3 0 a3 N` C a O a C (6 O a O) a c> 00 O 7 O ap O a cQChtO o0)0 30 a N C) o °? c=rn° > 0 CE o 00 a U O (A c a) C 'C c0 U > ` O a3 C o a p Q a) O (n V 0) N E cu N N..T, OC -p N O 0 E cu E Q, a) c O t O a) O 2 � � N d o. E U) a) cp N a) a y i- o rn v a Q 3 cn A January 27, 2016 Ms. Kathy-Zibilich GRIFFIN HARRIS, PLLC 8150 N. Central Expwy, Suite 1475 Dallas, TX 75206 RE: ORDINANCE: 5 -1195R4 -TC, Verizon Wireless Dear Ms. 71� bills ; � On Tuesday, December 8, 2015, the Coppell City Council approved a zoning change from S- 1 -195R3 -TC (Special Use Permit -1195 Revision 3 -Town. Center) to S -1195R4 -TC (Special Use. Permit -1195 Revision 4 -Town Center), to amend the Special Use Permit to allow a telecommunication tower (being relocated from Andy Brown West) and expansion to the concession/restroom facility to house telecommunication equipment on property located approximately 150 feet east of N. Denton Tap Road and approximately 1,050 feet north of Parkway Blvd. (Andy Brown Central). Enclosed you will find a copy of Ordinance No. 91500-A-683 which was approved by City Council, and signed by the Mayor on Tuesday, January 12, 2016. If you have any questions, please contact the Planning Department at (972) 304-3678. Sincerely, Marcie xamond, AICA Assistant Director of Planning MD/jam ENCLOSURE cc Building Inspection Engineering File A FAMILY COMMUNITY FOR A LIFETIME 265E PARKWAY BLVD * P.O. 60X.947$ #. COPPELL TX 7501 9 *TEL 972/304 3678 * WWW,COPPELLTX.GOV AN ORDINANCE OF THE CITY OF COPPELL, TEXAS ORDINANCE NO. 91500-A-683 AN ORDINANCE OF THE CITY OF COPPELL, TEXAS, AMENDING' THE COMPREHENSIVE ZONING ORDINANCE AND MAP OF THE CITY OF COPPELL, TEXAS, AS HERETOFORE AMENDED, BY GRANTING A CHANGE IN ZONING FROM S -1195 -TC (SPECIAL USE PERMIT -1195' TOWN CENTER) TO S -119584 -TC (SPECIAL USE PERMIT -1195 REVISION 4--TOWNCENTER), TO AMEND THE SPECIAL USE PERMIT TO ALLOW A TELECOMMUNICATION TOWER AND EXPANSION TO THE CONCESSION/RESTROOM FACILITY TO HOUSE THE, TELECOMMUNICATION EQUIPMENT ON PROPERTY LOCATED APPROXIMATELY 150 FEET EAST OF N. DENTON TAP ROAD AND APPROXIMATELY 1.,050 FEET NORTH OF PARKWAY BLVD. (ANDY BROWN CENTRAL), AND BEING MORE PARTICULARLY DESCRIBED IN EXHIBIT "A" ATTACHED HERETO AND INCORPORATED HEREIN; PROVIDING FOR THE APPROVAL OF THE SITE PLAN WITH TOWER ELEVATION, DETAIL SITE PLAN, EQUIPMENT COMPOUND ELEVATION, ATTACHED HERETO AS EXHIBITS "B".1 "C" AND "D" PROVIDING FOR SPECIAL CONDITIONS PROVIDING A REPEALING CLAUSE PROVIDING A SEVERABILITY CLAUSE; PROVIDING A SAVINGS CLAUSE; PROVIDING A PENALTY OF FINE NOT TO EXCEED. THE SUM OF TWO THOUSAND DOLLARS ($2,000.00) FOR EACH OFFENSE; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the City Planning and Zoning Commission and the governing body of the City of Coppell, Texas, in compliance with the laws of the State of Texas and pursuant to the Comprehensive Zoning Ordinance of the City of Coppell, have given requisite notices by publication and otherwise, and after holding due hearings and affording a full and fair hearing to all property owners generally, and to all persons interested and situated in the affected area and in the vicinity thereof, the said governing body is of the opinion that Zoning Application No.S-119584=TC should be approved, and in the exercise of legislative discretion have concluded that the Comprehensive Zoning Ordinance and Map should be amended. NOW, THEREFORE, BE 'IT. ORDAINED BY THE CITY' COUNCIL OF THE CITY OF COPPELL, TEXAS: SECTION 1.. That the ,Comprehensive Zoning Ordinance and Map of the City of Coppell, Texas, duly passed by the governing body of the City of Coppell, Texas, as heretofore amended, be and the same is hereby amended by granting a change in zoning from S -1195 -TC (Special Use Permit - 1195 -Town Center) to S-119584 TC (Special Use Permit -1-195 Revision 4 -Town Center), to amend the Special Use Permit to allow -a telecommunication tower, antenna and expansion to the Coppell Pg'l TM 74695 concession/restroom facility building to house telecommunication equipment on property located approximately 150 feet east of N. Denton Tap Road and approximately 1,050 feet north of Parkway Blvd. (Andy Brown Central), for the property described in Exhibit "A" attached hereto and made a part hereof for all purposes. SECTION 2. That the Property will be used and developed' for Town Center purposes as provided in the Code of Ordinance and to allow the construction and maintenance of an eighty (85') foot high telecommunication tower, in accordance with to S-1I95R4-TC (Special Use Permit -1195 Revision 4 -Town Center), is hereby approved subject to the following special conditions and regulations: A. The development 'shall be in strict ` compliance with the Site Plan with Tower Elevation, Detail Site Plan, and Equipment Compound Elevation, as set forth in Exhibits "B", "C" and "D", respectively as adopted in Section 3 of this Ordinance. B. The construction and maintenance of the tower, antenna and equipment building shall not interfere with use and activities in the park. C. That all vehicle, equipment and materials for construction and maintenance shall be prohibited from use or access of the game and/or athletic fields. D. That any and all damage to the park facility or utilities, including but not limited to parking lot, landscaping, irrigation system, athletic or game fields, fencing,. other 'city improvements, sidewalks and/or concession buildings shall be repaired solely by the telecommunication facility owner, its agents and/or contractors subject to the approval and acceptance of the City of Coppell Parks Department; any such repairs or renovation shall be at the sole expense of the telecommunication owner. Coppell Pg 2 TM 74695 S SECTION 3. That the Site Plan with Tower Elevation, Detail Site Plan, and Equipment Compound Elevation, attached hereto as Exhibits "B", "C", and "D", respectively and made a part hereof for all purposes, are hereby approved. SECTION 4. That the above, property shall be used only in the manner and for the purpose provided for by the Comprehensive Zoning Ordinance of the City of Coppell, as heretofore amended, and as amended. herein. SECTION 5. That the development of the property .herein shall be in accordance with building regulations, zoning ordinances, and any applicable ordinances except as may be specifically altered or amended herein. SECTION 6. That all provisions of the Ordinances of the City of Coppell, Texas, in conflict with the provisions of this ordinance be, and the same are hereby, repealed, and all other provisions not in conflict with the provisions of this ordinance shall remain in full force and effect. SECTION 7. That should any sentence, paragraph, subdivision, clause, phrase or section of this ordinance be adjudged or held to be unconstitutional, illegal or invalid, the same shall not affect the validity of this ordinance as a whole, or any part or provision thereof other than the part so decided to be unconstitutional, illegal or invalid, and shall not affect the validity of the Comprehensive Zoning Ordinance as a whole. SECTION 8. .An offense committed before the effective date of this ordinance is governedby prior law and the provisions of the Comprehensive Zoning Ordinance, as amended, in effect when the offense was committed and the former law is continued in'effect .for this purpose. SECTION 9. That any person, firm or corporation violating any of the provisions or terms of this ordinance shall be subject to the same penalty as provided for in the Comprehensive Zoning Ordinance of the City of Coppell, as heretofore amended, and upon conviction shall be punished by a Coppell Pg 3 1TM 74695 fine not to exceed the sum of Two Thousand Dollars ($2,000.00) for each offense and each and every day such violation shall continue shall be deemed to constitute a separate offense. SECTION 10. That this ordinance shall take effect immediately from and after its passage and the publication of its caption, as the law, and charter in such cases provide. DULY PASSED by the City Council of the City of Coppell,'Texas, 'this the ! •7-rk� day of .. , s 2016. 1, ROBERT E. HAG , CITY ATTORNEY WH) ATTEST: STEL PETtI. d , CITY SECRETARY Coppell Pg 4, TM 74695' Legal Description PARENT TRACT DESCRIPTION BEING a tract of land situated in the Clarinda Squires Survey, AbstractNo. 1327 and the S.A. &M. G.R.R. Survey, Abstract No. 1430 in the City of Coppell, Dallas County, Texas and also being part of a tract of land as described in deed from Good Financial Corp. to M. Douglas Adkins, Trustee, as recorded in Volume 76188, Page 2355 of the DeedRecords of Dallas County, Texas and being more particularly described as follows: BEGINNING at a point of intersection of the east line of Denton Tap Road (a variable width right--of-way) with the centerline of Denton Creek, said point also being the most southerly southwest corner of a tract of land as described by deed to .Pure Ice and Cold Storage Co. and recorded in Volume 65694, Page 1496 of the Deed Records of Dallas County, Texas; . THENCE along the said centerline of Denton Creek, and the said South line of the Pure Ice and Cold Storage Co. tract thefollowing courses and distances: N.79°07'25".E.,14Z77feet; Thence N..18°31'25"E.,171.67feet Thence N.48107125"E.,160.00 feet; Thence S.61 °5235"E, X85.00 feet; Thence S.85052135"E., 600.00 feet; Thence N.88°07'25 "E., 340, 00 feet Thence N. 77'07'25"E., 300.00 feet; Thence N.2710725"E., 380.00 feet; Thence N.72°07'25"E.,180.00 feet; Thence S.55°5235"E., X 71.70 feet to a point for a corner, Thence leaving the said centerline' of Denton Creek, and the south line of the Pure Ice and 'Cold Storage Co. tract, S.00°52'35"E.,1437.15 feet to a point for'corner'in a curve running in a southwesterly direction and having a central angle of 13°19'34" a radius of 2200.00 feet and a tangent bearing of S, 7502653"W. - Thence along said curve 511.69 feet to the end of said curve; Thence N.270S2141 "W., 7X0.40 feet to a point for corner in a curve running in a southwesterly direction and having a central angle of 7°57'25" a radius of 3342.11 feet and a tangent' bearing of S.73049'41 "W.; Thence along said curve 464.X4 feet to the end of said curve; Thence S 65°52'.16"W., 885.24 feet to the beginning of a curve to the right having a central angle of 18°00'54" and a radius of 600.00feet; Thence along said curve 188.65 feet to the end of said curve, same being on the said east line of Denton Tap Road; Thence along the said east line of Denton Tap Road the following courses and distances; X.02°01'02"E., 388.26feet to the beginning of a curve to the left having a central angle 02°53'00" and a radius of 5789.70 feet; Thence along said curve 291.36 feet to the end 'of said curve; Thence N.00°51'58"W., 342.88 feet to the Point of Beginning and containing 53.398 acres of land. (SPECIAL WARRANTYDEED RECORDED IN VOLUME 86051, PAGE 1829, DEED RECORDS OF DALLAS COUNTY, TEXAS) Exhibit "V' (1 of 4) Legal Description )LESSEE'S LEASE SITE DESCRIPTION A tract of land tying in and being apart of a 53.398 acre tract of land lying in the Clarinda Squires Survey, Abstract Number 1327, Dallas County, Texas, being further described in Volume 8605.1, Page 1829, OffwialPublicRecords of Dallas County, Texas; Said tract being more particularly described as follows: Commencing at a Chiseled "X"found for the southwest corner of said 53.398 acre tract of land, Thence N 02°3924" E on the West Parent Tract Boundary line, a distance of 388.26 feet to apoint on said West fine; Thence on a curve to the left with a chord bearing of N 01'3248 11 E a chord length of 224.35 feet, an are length of 224.36 feet, and a radius of 5,789.70 feet; Thence N 89°50104" E a distance of 2X2.40 feet to a Cut "X "set for the Southwest corner, on the East wall of an existing brick building, and being the Point of Beginning; Thence N23°11'41"E a distance of 12.00 feet to a Cut "X" setfor the Northwest corner and being on the East wall of an existing brick building; Thence S 66°48';19"E a distance of 16.00 feet to a 112" iron rod with cap set for the Northeast corned Thence S 23°11141" W a distance of 12. 00feet to a 112" iron rod set for the Southeast corner; Thence N 66148119" W a distance of 16.00 feet to the Point of Beginning, containing 192.00 square feet, or 0.004 acres, more or less. LESSEE'S TOWER SITE DESCRIPTION A tract of land lying in and being apart of a 53.398 acre tract of land lying in the Clarinda Squires Survey, Abstract Number X327, Dallas County, Texas, being further described in Volume 86051, Page 1829, Official Public :Records of Dallas County, Texas; Said tract being more particularly described as follows: Commencing at a. Chiseled "X"found for the southwest corner of said 53.398 acre tract of land; Thence N 02°3924" E on the West Parent Tract Boundary line, a distance of 388.26 feet to a point on said West; Thence on a curve to the left with a radius of 5,789.70 feet, and a chord beating of N 02104'26" E, with a chord length of .X17.79 feet, an are length of 117.79 feet; Thence S 88°30'32" E a distance of 138.35 feet to a 112" iron rod with cap set for the Southwest comer, and being the Point of Beginning; Thence N22°56'32" E a distance of 10.00 feet to a X12" iron rod with cap set for the Northwest corner, Thence S 67°03'28"E a distance of 10.04 feet to a 112" iron rod with cap set for the Northeast corner Thence S 22°56'32" W a distance of 10.00 feet to a 112" iron rod with cap set for the Southeast corner, Thence N'67°03'28" W a distance of 10.00 feet to the Point of Beginning, containing 100.00 square feet, or 0.002 acres, more or less. Exhibit "A" (2 of 4) Legal Description (LESSEE'S A,CC ESSIUTILITY EASEMENT #1 DESCRIPTION(" A 20.00 foot wide easement for ingress, egress and utility purposes crossing apart of a 53.398 acre tract of land lying in the Clarinda Squires Survey, Abstract Number 1327, Dallas County, Texas, being further described in Volume 86051, Page 1829, Official Public .Records of Dallas County, Texas; Said easement being .10.00 feet on each side of the following described centerline: Commencing at a Chiseled 'W"found for"the southwest corner of said 53.398 acre tract of lana; Thence N 02139124" E on the West Parent Tract Boundary line, a distance of 388.26 feet to a point on said West line; Thence on a curve to the left with a radius of 5, 789.70 feet, and a chord bearing of N 01'56'10" E with a chord length of 145.68 feet, an arc length of 145.64 feet to the Point ,of Beginning; Thence N 79°05 158" E a -distance of 80.26 feet to a point for a'corner; Thence N23°03'11 "E'a distance of 162.91 feet to a point for a corner; Thence S 67110'51 "E 0 distance of 52.90 feet to the point of termination on the West side of an existing brick wall; Side line of said easement to be shortened or extended such as to begin on the East Public right-of-way line of N. Denton Tap Road, and terminate on the Westside of an existing brick wall LESSEE'S ACCESS/iTILITY #2 EASEMENT DESCRIPTION A 10. 00foot wide easement for ingress, egress and utility purposes crossing apart of a 53.398 acre tract of land lying in the Clarinda Squires Survey, Abstract Number 1327, Dallas County, Texas, being further described in Volume 86051, Page 1829, Official Public Records of Dallas County, Texas; Said easement being 5.00 feet on each side of the following described centerline: Commencing at a Chiseled 'W"found for the southwest corner of said 53.398 acre tract of land; Thence N 02°39'24" E on the West Parent Tract Boundary line, a distance of 388.26 feet to a point on said West line; Thence on a curve to the left a chord bearing of N 01 036139" E, a chord length of 211.36 feet, an arc length of 211.3 7, and a radius of 5,789.70 feet to the Point of Beginning; Thence S 76°04'44" E a distance of 194.57feet to the point of termination; Side line of said easement to be shortened or extended such as to begin on the East Public right-of-way line of N. Denton Tap Road, and terminate on the centerline of the 10.00 foot Lessee's Utility Easement. ]Exhibit "A" (3 of 4) Legal, Description (LESSEE'S UTILITY EASEMENT DESCRIPTION Al 10.00 foot wide easementfor utility purposes crossing apart of a 53.398 acre tract of land lying in the Clarinda Squires Survey, A(bstractNumber 1327, Darras County, Texas, being further described in Volume 86051, Page 18290 Official Public Records of Dallas County, Texas; Said easement being 5.00 feet on each side of the following_ described centerline: Commencing at a Chiseled 'W"found for the southwest corner ofsaid 53.398 acne tract of land; Thence N 02°39'24"E on the West Parent TractBoundary line, a distance of 388.26 feet to a point on said West line; Thence on a curve to the left with a chord bearing of N 02°02'.19" E, a chord length of 124.94feet, an are length of 124.94feet, and a radius of 5,789.70 feet to the Point of Beginning, Thence S 88°35'41 "E a distance of 147.03 feet to a point far a corner; Whence N45°04'18"E a distance of 68.69 feet to a point fora corner; Thence N29°30'08" E a distance of 56.18feet to the point of termination; Side line of said easement to be shortened or extended such as to begin on the North and r, ast lines of the 0.002 acre Lessee's Tower Lease Site, and terminate on the South line of the 0.004 acre Lessee's Lease Site. Exhibit "A" (4 of 4) R!R SIM Td PPOP Of 11RSI111M AM IMMMR. PM=I RMY. Wee-cs[ Or MW 0 -AWLS WMVr ntPaPiP35 errrtx CIMS P ■ r5 RURIR S8 0 z COPPEL NORTH REPL aP i�A m m�aP� room o^ -i -ipz a^ok �O av a z snllbAb13 Or, iCCayp np NDEN70NTAPRD go z n in m¢1 d A COPPELL, GALLAS COUNTY, TX p Z A m (301659) EXHIBIT "B" SEE r 9 a n J'- Rigm 0 (N) lY-O' LEASE AREA 1• p. M zip M M THI Exuma M P7 P 1 ee I= TH 4.l s 0 nvs fff 7EH [q OP r> s$ y r n a s z �. COPPED. NORTH REPL ¢ 9tITi0 a n J'- Rigm 0 (N) lY-O' LEASE AREA 1• p. EXHIBIT "C"` M xz1ffi-: RLP- M M THI Exuma M P7 P 1 ee I= TH 4.l s 0 nvs fff 7EH [q OP s$ y COPPED. NORTH REPL ¢ 9tITi0 * S 14. .A z O.. z faux �tn—z h0 NDENTONTAP Ra a r z COPPELL, DALLAS COUNTY, TX G) O z F ` (301558) EXHIBIT "C"` 0 0 E T 0 C Z ❑; m r l sag ZR x 6L 6 ARE ggT FWM 1 1180.69. Togy APF WDM FOR TRI owislyl ISL OP Cd-LLfC rOr THESE PIMP irr m mms Imm CMENT 7...TMMV im o 7'iSGbb T �. U D E `z ZSO z Z COPPEL. NORTH REPL O :io`pr 00 :tn2D0OMG�,Z z � _ ♦ � � � a � z � � � � �T z M OENTON TAP RD W ?xr- G o a -DI 0.0 COPPELL, DALLAS COUNTY,,TX ��m. m (301559) EXHIBIT "D"' 0 E a v C' C' 0 ry 3 7 W W U1 LU 0 W SITE NAME COPPELL (301559) W NORTH REPL PROJECT DATA PROJECT INFORMATION: APPLICANT: JURISDICTION: DALLAS COUNTY VERIZON WIRELESS SITE PHOTOGRAPHS 1-2 1301 SOLANA BLVD. LANDLORD: VERIZON WIRELESS BUILDING 2, SUITE 2400 SITE PLAN Al -1 WESTLAKE, TEXAS 76262 CONSTRUCTION TYPE: UNMANNED TELECOMMUNICATIONS CONTACT: TIM FELTON TOWER, ANTENNA S CABLING DESIGN DATA A3.4 PHONE: (214) 629.5179 LATITUDE: 32° 58'47.006" N D1 LONGITUDE: 96° 69'34.009" W PROJECT PARTICIPANTS ARCHITECTS I ENGINEERS ELECTRICAL ENGINEER ARCHCOMM LLC. TECHNICAL ADVISORS 1006 BECKETT 1002 N CENTRAL EXPRESSWAY#301 SAN ANTONIO, TEXAS 78213 RICHARDSON, TEXAS 76080 PHONE: (210) 305.8905 PHONE: 972.437-9999 FIRM NUMBER: F-16569 CONSTRUCTION MANAGER SURVEYOR TRACY REEVES H&S SURVEYING, INC. (682) 831-3245 201 N. BICKFORD EL RENO, OKLAHOMA 73036 PHONE: (406) 262.0249 CONSTRUCTION ENGINEER TIM FELTON (214)629.5179 SITE ADDRESS 364 N. DENTON TAP RD. COPPELL, DALLAS COUNTY, TEXAS 75019 LANDLORD: CITY OF COPPELL 265 E PARKWAY BLVD COPPELL, TX, 75019 CONTACT: BRAD REID, PARKS DIR. PHONE: (972)462-5100 UTILITIES ELECTRIC COMPANY TELEPHONE COMPANY TBD TBD DRIVING INSTRUCTIONS CITV,t SFT MUST 10--UAIN ON JOB SITE AT ALL TIMES CITY OF COPPELL Approval of any plans and or specifications shall not be construed to mean approval of construction in direct conflict with the City of Coppell codes and ordinances, i FROM 1-35E & 1.635 (DALLAS, TX): TRAVEL NORTH ON 1-36E TO SR421. TURN LEFT AND CONTINUE TO DENTON TAP RD. TURN LEFT AND FOLLOW TO SITE LOCATED ON LEFT SIDE OF ROAD. SCOPE OF WORK THIS IS AN APPLICATION TO DEVELOP AN UNMANNED WIRELESS FACILITY CONSISTING OF COMMUNICATION EQUIPMENT, CONNECTING CABLES, DIRECTIONAL ANTENNAS AND GPS. THE SIZE, HEIGHT, AND DIRECTION OF THE ANTENNAS SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS. THE WIRELESS ANTENNAS WILL PROVIDE CLEAR AND RELIABLE WIRELESS COMMUNICATIONS WITHIN THE EFFECTIVE OPERATIONAL AREA. THESE INTERCONNECTS WILL ALLOW FOR AN INDEPENDENT COMMUNICATION NETWORK THAT CAN CONTINUE TO FUNCTION IF THE TELEPHONE (WIRE) SERVICE IS DISCONNECTED DURING AN EMERGENCY OR NATURAL DISASTER. THESE FACILITIES WILL ENHANCE THE GENERAL HEALTH, SAFETY, AND WELFARE OF THE COMMUNITY AND SURROUNDING AREAS BY PROVIDING RELIABLE WIRELESS COMMUNICATIONS AT THIS LOCATION. TEAM SIGNOFF Site Accqulsition Const Supervisor RF Engineering Equipment Telco Const Manager Date Received: 2 o� Checked in by: Approve Approv Resub Bldg. Insp.: Fire Prex.: 'SP1 Review is limited to the content of the plans submitted and any errors Or Omissions contained herein shall not be construed as permission to allow any conditio to exist rn violation of the codes of the City of Coppell. PROPRIETARY INFORMATION NOT FOR USE OR DISCLOSURE OUTSIDE VERIZON WIRELESS EXCEPT UNDER WRITTEN AGREEMENT SHEETINDEX T1 TITLE SHEET P1 SITE PHOTOGRAPHS 1-2 SURVEY N1 GENERALNOTES Al SITE PLAN Al -1 DETAIL SITE PLAN A2 SITE ELEVATION A3 TOWER, ANTENNA S CABLING DESIGN DATA A3.4 TOWER, ANTENNA & CABLING DESIGN DATA A3-2 TOWER, ANTENNA & CABLING DESIGN DATA D1 GENERAL DETAILS 02 NOTES MASONRY 02-1 MASONRY WALL PLAN & SECTIONS D2-2 GATE DETAILS D3 UTILITY FRAME DETAILS D4 EROSION CONTROL 31 FOUNDATION PLAN & DETAILS G7 GROUNDING PLAN G2 GROUNDING DETAILS G3 TOWER GROUNDING DETAILS G4 CONNECTION DETAILS E1 SITE PLAN E2 DETAIL SITE PLAN E3 PARTIAL ELECTRICAL POWER RISER DIAGRAM E4 ELECTRICAL SPECIFICATIONS verizonl a. W pay' �... a a O* o= •tc 1— 0 Z * W to O og J z-1 J �o W M� 0. W a. a O ° v 0 APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION 02.12.16 IL D Arc % T W 1k" EXP. DAT 08/30/16 4, ^2 ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 (210) 306-9905 TBPE NO. F-15659 SHEET TITLE TITLE SHEET SHEET HISTORY 01.26.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION T'1 0-- CL 0 E a &TIE PHOTOGRAPH NOTE: REFER TO SHEET Al AND/OR AI -1 FOR LOCATIONS FROM WHICH PHOTOS WERE TAKEN &TIE PHOTOGRAPH verizonv a.W _ �U.1 � a 0. 0 z Wu o og J z� J �o W M� a. W a. IL O ° V V APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION 02.12.16 W >If' �a i EXP DAT s`06/30/16 A L^.— ) ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 (210` 308-9905 TBPE NO. F-15659 SHEET TITLE SITE PHOTOGRAPHS SHEET HISTORY 01.26.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION p 1 e PARENT TRAP DESIXOPTWN {. Kutile R. Webb. a Registerad Professional Land 5urVdy9r licensed under file low$ of the State of TWA. hereby certify lhal ' -' .. -. Abstract N' 4 he cil'i a-0 0 situated in the Ciwndu S :req Survey. AbsVaaf Na 1327 and Ino SA,dM.GR.R Sarvw}C Abs1 act No, .- - - a{ `o a d'in -tied Ir G " 1430 rn till G+iYPf Gep pail. ➢ogos'C4adly 7axaq anU tdav ;icing Part it al land o dsszn-4a d 4m- sad his serve i :woo (trade. on. Jhe round on Jul ' 23. 2015 foie Vo on': W Goss and. Grillm Hoofs 'PLL(; it : ea - etl 'sf,o`s 1 Y () Y 1> (.), re Y Ub caul al propert and-tin Iota 10n of 46hsrynonts, ROW and At bacii-_lines Ther.4on that ata He'hie.,.Or Tafieclad OR � Y , .a Pt .. FoanaWr Corp,O hl au Tdtr palfreys Trye�oe as recorded Mralumtr 741 $C, Pa q 7355 al lt+s Dead Rasardq al Dallas cfP , ¢ g. 9 , AbalractoVa Cerlt9wie, Number 717ft396ii, rilFiun elfec[ivt dote of Au�ial 11, 2tl,15, ii) reflects the armd;ttara fr�ynrd 94 (M = , , d 6 a _ lltdtarl dor _ b € f9A t; t ' '-Goan Y. Tefrgaadlt bdMgrn9r Y g�i..ld a P'y :', the lunt uf' aorve• N) otce t as * 6o `horoon- rsgects An en Ode en 9 _. h ( )... P 44 � f : ra " i and .hof -, Sa d1rn,, t! of..1'utPPP .7-9. ?f'R 'MmQn P,. +7_d (v) file .pore _ a MG' . _.t` 1. ler eco' n:- he s'lint, of Dt tort T a-vari.wo widih r t-cfi wo :wi1R the canttrM BE NN at a ram o in s rd of the eiY t b n- op J1ood ( tgh yy) 7 s tract dtaerAr64 by dead Aura , ... thi o ` t a rl h r'.. s.. - t - Prole ' t .. is s awvaY .�! inn ,file the Our mt Ttrrlo :.otic y at t aklta! Sl+rvey�aC4 egory �, Cm+411krrt U:sitruty utlivto of Denton Crook, told p_ovft also being, the most loulhpttl, iraitthwell doroor of a 91 Ionil. 44 to Ica, and Gold=Sloeogr Ca and reeorddd 'at V41um,4 66494, Page t446 bl Ihb Dood- Records of Dallas County, lams; TRENCE along. :tho sold 4onterflne of Donlan CrooK and fam said Swath :lilts of tire.. Prim Its and; Cold Storage ,ir0. Ir99:.l .the Jollo+el4,courses and Alsionces: {1.793r726E.r 147,'x7'taet;-.liximcs N:1@�t`29"E...:171.67 feel;.. llterlap k.4B'0725 �..lfLRptl ..feet; Thence SXI=,5vWr,r 185,00 beat, Il,a4ce'S'.85'S4'35`E,�-60D,Otl fedi; Thence N,l3Bitrwf,i i4mmfea11 Thence' N7707`25 T; 300,00 106li ihencs 9-21'07'2M, 380.60 tOst TniAN N 7Y 7725E., 188 00 feet: Than a 5=5552`.35'L. Y 1,10 roll_ to a pan( to, a aornaf.-> Thrace idoYArq d [t the told of Dannon r1doK and the saIMa * lilt N(e las and Odd Storage Co- .trust, S tltl";2'J5`E, 1437.,5 feet 14 a: pahll fdf comer M a:.surva rt,nnin _...hY 4 south;esflrly dkeclidn yy r 6b'W.t ltttneo along saIl hatv,1g. f3'1F 22t11f:R0': f4sf- (angaat baeeln9' _ -. Kids R_ 7ebb TX diPLT� ;4125 Rata _ =r .Diad o; oentrd angle of 14"doodles-of and a. of .75'26 rsifWt `�tf itg look to (Ko find of said lak'vejt thea ,a N,;27 74i"W., .75Y)40 #pCt % h p9fnt for £{timer kf u,s7flva ru4nMg u, o stn .. - 'AC .. i ,. eaulhweptorly dhatlion and having a:tagtrat olrgV of 7'5)x25' a m1fus of 334V fee( and _d ton Vent bdgling at 5aIttI 8.73'49'4i"W,i T11i4e4 along Yard Gave 464.14 [sal 46 the ol{d of edict curvet Thenal ursi'J6`W. WL74 IW to the 10n said cuts. be Ing of .-d curve to iha r[ght having a confrtojangle of Al14f054 aifd a radius:of 6tltl.Da' lost, lhenca 010", .144.65 flat::to the ". a of-said Ourvl,�'sama vein" an dills' avid` Mask ling of Donlon T. Road 'Thinea along iha 101d east PP -- - -; NOTES C0M4;.ERNINa SURVEY, .... ., , .. _. ,.:5 ,.. , . .. ..: line, of Donlan Top Road the following courser and dt4Wncev.-N.R4 Q1 O2: E.. 38628 feel. to the brgimsM9 411,9 Nrba to the -li 1frie 49rva9-1?4eod 4^ a;'REPORI,CF Ttt Vfirawlded by' iGHICADO T1.11E_ lf9SURAHC{r,CDMPANY left having 'o, coh" ohgim 672'53'60' and 0 rO"O Of 5789;70 tall; _140 o rdMg-eald ".,ixrva 091.38 fast, to. the,odd of-sald 71,74 Qalf DQ S1dfe +stye; Tatna4':N.ItO"51'8$'1Y,r,p42,0, fest t0 thePotnl Pt Degfanirg 9no topldMing 43.390 etres:ai forte- ._. VA Z - Rkhmand. VA 23240 (SPECIAL WARRAfITY DEW 4CORDE6 IN Vki.I dE• 9$051, PAGE 1829. DEED RL`MOS d1f DALLAS Ct11{HTYr TEXAS,) PNanr. (oil 100 LEWES LEASSITE DESCRIPTION' -`In9 FPa fNd,V; 21 83440 DATE-011/11/2015 /2015 l.t al fond-tacre trot( o{ landI to the prtndo S . „a9 in and bafrq a;part of 0533+40 quite* Survey, Abstract ;'(eYrl Pu 1aAa2ards'c tor 7,comt'ri ,gth r ::.. Numar a SiDai afng lurlhbr.dsryr 29 ... . : -, ., BgarMla-v shown h ranare Oared or�1ha Ttxas state Plot,' COCRdfinoto tystom, TeAmF North Control XaoF. H113,0o umCounty Tewde;SalW Iroelbeing more .particularly daetrr_od.n fpilPwr,..,...,. Cd ylmana:k 41 o m 4afYd R" fauhd far lite 4Puthwegl .Carney 41 sold X3.398 ove boot a! land; Than".N 07'39'24' t an 4. the Waal Parent TraetBaunllary floe; a dtstantea( 3iL4,28.;feat to u pate€ cvt so1dWest I{n>li,lT,mce err a curYo ta,tirq tali .510-0 -y:, � o : er art based -f ,: inti slerOtinne shown h Dan 0 ad rsr the NAV➢SB Da um. with a:. -d f ocirk. :. f N 013it�x : £, o d}tdl'd' led lh.4f'224.tfr7 fes{,' err bra .r1t file 4r 'i2A 1 ";feet, arid. a Tadt4e of ... t �rPr 9 4- . _ . 4 , .. „_ 1- r . ,, _ T 'ate C. Tho latitude and f ode. dwn,harean ora board as hfe 61 tl o d meet 9f 9 e adfill,`mil :am rE h .. a 1. Pf _ ap+>sl_„ shown -- , NfID . . SIl T iPr _. it 4 . „- m 4v:. ern4n t .. :.. +:. .7 - a 1 o. t' � ar She'Esl ad 6.748.70 fs*t,."Ri4ltte ll.>393]'OI E.,p alliance of tee t a:Cu. K Tot. ohm SORIhrVist.4um. , on .._ p: tr - r ar b FCC AA- to curve Icrl is defined wi or 'plus 2D ae horhtanlW.ond plus ar minus 7 fart: Mlleot- This` ' t /f Y lril 4s P. PI t .- of at:tis1s4i4g txltk building, and being fila Pofn4'9f Bm9"grnvr9; ,TlrrnceN 23`1253 .E a dis3antC of t'L➢0.:1aek td..o Cut k .: cif off 'tfaaeslablkst{y and delerminsd b`6P5 On'07/2 4415. $ Y sit for Hid. Norilrwest corner arto bit. 4 on leg: East rrgik Of on esistbi9 5r`rck buYdi{fq; lhenco: Si: 86'¢9';249::-t a distance. of ' I4.00 fart to 0 1 2' trap rad +rd4 .cep sal {ct lila Natheaet adrrleri Thence :S 231236 W o dhmtance or t7.tlD sot. to 0 S,: The 4rYeoas Leasco alio shots on this, rurv0 flt)ES 119 .dlirM"11)0_ it,Sj dr Ilaaa tyln add It ,oaattd with1h file Flood d 2` k r oh,s*( far lila IhoosL oar lhencs N 66'47 4 W a dttikan 4 01 1$. aef t0 the f5a{rI{ 04 11e ktnbr , a>s 4d t Sal.dr-O,004.:Ea# , 7 c . OQ ( 1 1 mar* loss:: a AE- Basa O d EIe liar - 4 ShY FedaW n*.:Mwo ernOnt Agency fEAf On ehawrY On dile Road Z4n : (,._ ao - ba 'y`) par. ErC'01 y 9 gen ( A) _ "rD41, conlor�rkr 992.08 a uora leylt acres, at 4 9InsurOna4 LESSEE`S TOM ffatb, Map (fIRM)i GamMunlly, PonL4 NLimbmr 4;;1130 8155!!, tiikkh bears as effective data alt duly 7, flood 2rna de[aninalton Is made through graphic plotlin only and no other- rpsponsibility'is her4ln ossni ad tar OCO rosy of the 060d ARI SII DESCRIPTION A -iroal gl;'Mid �rIg M and being r{, Pur€. 61 a 53398 ocii tract Or land IV64 In the C4otinda 5qu4ec Sum AOalfocl, t14m6s~ 1321"p; el4eCa4at. laza>,-pmn furlhlr:.daseY,bid.:rn Volume r16Dsl, PP9d1824i pfr`sil4i puhbcjtgt�m of Dallas, bane hood s1.0Uon oe ;rale' 4ifae $hoevt on file 6..: datenneloHan Ilhgt. 1atic wdslCa County, Taxes„ Sold tract GaM9 Mora wiculany dasctibed its follows, Till}.ourva +k enol_ _avHfy on Cdercemm¢waklands,..fault an alharerrvrraalmenF01 Itq,1Ls, Suth ryflo{fors tai Rid4 be diraited to, on; p iphi KaadufltWt y Commando at v chtsefee 'x" (salad for (be 4outKoeel corner Ot sed'.*s3,398 alfa tragi of land; lhotte 4-9'24' E On 9 _. thei ant. r a distance of �c6 fast Irc,a arnl sa al anaa.an a tier g to the aN wile t WA. l Por T oc4Daunda ibra, .l..... !f8-... _ ... p.,. pn id We .lir,..: „ _ i 7, There ma o oddllilonai bur ed 4e undo awe ufAlllsg in lny d.wl lcn the suave unaware_af,ard no twblllf ;for .... :Y p ..gf , d af4 f4r.1S ,. Y a- chord. boarin of N 02`04'20 EE a-chard length Of 417.74feat, -an Ore fralgth at 1117.73 feet, and 0 rmlius,of 9;789,70. ivdi to owned detain, 7Ea 4 Cfti CAIrL SYSTEM f1-8QQ g45�iS43) (vet. ihomc -;;98$'30`32° E a dist'once of {38:35 f"I to a 1/2' If" rtrd with foo 4ot for I1re S"Wilgt; tomer. ond'buing the Paint of-6Qo�rf9k Thoma N 2'2'6¢'32" E o[ 0Iton, of-16,0 feet to b 1/2" Iran too with 'tray eel lof lila 1`101"qsl !h' THIS; IS N➢f *BOUNDARY 50RVEY,f3 THE PAP,tiNT TRACT< torpor, thence S 61VA"B"t d dfetOnseof 10.00 feet ta'o:'i/2` Ira (ad both top met lar itre'Northeast cotnerr .. it'rsreee,S 24z't6'32" W a:d(afWtaa of 10.00 feat to 0 V2 at rue with mf sol; for the Soulti004 tante, :... Thence 'LN $7`D328" W O dlolonca of 1800 feet to.the Point of 8eginnL'lg, coMe,minq 100.00, equate feet, of OW2 acral, EASEMENf,NOTES: more or [ash CNlCAVI 1 300, LESSEE'S ACCi55,/ MUTY.it F,AsmorkT DESCRIPMA ForaINSd1RANCE-ite 7t3Q Eden FOrfAt'Dt1w. Sulfa 300 Rkhmood, VA..:2326 :-A 20,LI0 -foot. nide Jas: ant for MgrYpa.: egrpm prod uIAIty, Imposes cto'aa4ig a port at 0, 53,398 o'ev, batt 4f luno t log in ' tire.*arindO,.:Sstrfhao- ityaY. Abslra0l;N{uab4r. IS17, QoM)ii C.ouhtY, To-ms, being described 10 VPhlrmj.400-41. Pagge :Phange (817)1180-2100..... ..(urther 1629, pttlskl:pyfdtt Records tll ➢dlaz County, Tdsaa; Said e6reemenC being 18.ft8 reef err #ace tilde ar'the =fdlosltq il4saihN -dlntetline: FAA Nd,: 2121Y.4"9A9 - ErftplVE DAi� OB/11/29t5 Cam niandlo of b Coleetia 'l' found far the southWest caner at told $1.4398 arra trrrl of John. 'Ilnolud, Ff 0239'34 E on (lit R W . 1114n curve ' u .ratan Trac Boundary line, dl an�'of 8:26'( t .lo'a- oilstone sold as4.4ne tie an a'eu 's�#o:1he hfi the l 4"Y �,.: sl 3fS - it+f4lt Y gr+ P 7 0B 19J7; 2-:.EaaQmsnk and 1 of Way M -favor ah, Texas Porarak 4r f ids a+i. ¢afad=t14 0+1 plh,':fteaOrdad,tMu-67/68/1931,- Y / ✓1 / / ,1 _.. _ a ' bo"kit N 01 '!4 L 0 ehatO ran ih' AI 14r5,it lflet 4n arc Irnglh of (41,1,1, and'p rodrivs of; S, 0.i(l feet a1Hld tat (, 4 o O . , R_+t:ardod tril, Veld dodo 200, Pyo, 6 7 , t '. � - .. '. lel fa Ila t T'.:" r-`-. ;gat to thl.pahl of Degsrnhlg, Thence H 72'Q55@ E a d ,alto at 44.24 et Post orvase. '..04E$'AFT'E0T-the Rarant�Tract"as aftlohhsl dtkumant m nature and If,a "act location lt'nal'iOttahta.)'..; ( p ,a menta 5 6T0$4t1" E a &41opci ,of 9$35 feet to Iho pilot of, tgrudnallani " fere of said OaxOmehl 1b bo shortanad or _ , . - ," art elf e 6 begin, ,ir,. the dsOPa ,e- r t- Ot , i,n o fl:-.Gen on T -and tan loots YO.f>9 lest on :ooh rut 4 1. s� E Public 19h WPY A t k Tali Rood. tt -X,- of f _ w - t -at oto&: I 4 9 •acs d pk• t• I9 9� Easement and ;tight WaY M faYor 0 . Taxol{. Po,ord€ Ugh C nPany,. A. ..1.18 /f P dad a§. 0 /1Lf/,9d , tl c t thio of sold tanlYrlMe. Retarded M; :Dred gook 2109, Pagt 463. {O6E3 AFFECT iha !Jaren{ Tract as d blepirol documadt M nature dnd rile It laaolton is oat plollo4lY.) f.ESSEE:S ACC S9 TYUTY. 2 £ASI:M131T DES PTIDN OTI X ;A t r 0 w o. o4 '. for 10 lea- ! oOt- u tt y. yr es: s,r, a T of n.. 3.3 A acr& 4,07! of Idnd' {� m a 9r v4r.. r .Gros _par, .. YU64 d 1s,yeu . ... lClarida 4. as dnti M i wr of:: 1frr County tit"los;Dafrdt. (l6 .'t:. 1135•- Recorded on,, 01/16 Ig`W $f@g6rasd. lo%.Oeed aaak f; ofn d �..y /. � F % ., ,9r... .. m ,1, u urvey, sty. ,o 1i+s Clarinda Squires Si,rvey, AtrialrOetHumber,1327, adios County,,Teaaa, 4autq Wither dascflaed H Vahime 8485,, Foga e 1929, Othcla Records of Daher Covrity, Texas, Sold eaaananl being 600'(60( an tach,aid0' of the faupwhig ;five rived l�fre . 4300, P a 38, og ( DOES AFFECT the F'4renf Tract DD01-100 WE0life taaseaa Lyase is L,sssea roost Si[e,ar its aawhants) +uanterteta -:-4'ommanoin at Chiseled X' foetid for the voulhwsst cariir a sol 53.34fl care irdct al randy Teases N' 0219'14` Eon 9 rr .t municipal t a a rmant- in, tavar Of•,.�. C Nk:Muni Utility Digtnct q- 1 'its euecgos is and.: as s:: D led .011 .23 SeSEr oc dad se . PPP No , d n9n P K / / k yr . p o MY Well, Patent Tract soundaryline, O,dlalanse,O! 388.26{taE l9 a posit an 3sid WIAI Ihrs; :Thence ori it 4rirw to ins sR _ .. anE 07/9J/I97!4Rgtardsd M: Osya AOdi 751{ Pago 1372_ , , . d hadrie fN: f• 9 E; eNa{d 1 t . of 2i1` Tire. n am on (h of 2f1. 7 bnd a ra lee al 5,789.70'feol io 0 Q.>3 ,,.a...: -. prq.ha .. g 3 . ... d ... - ..._ .9 '..¢DEsAcfECT-:iha Pa,gnl.Teoe1::SNOT AFFE6T the :Lesaaas,Ledaq S7e,.lpsya4FPw#.Sit* lta,rasarYrRr1s.).: (.: I -...... ide-roti or gold .;Jif@ P91ni of,-Deg".tatng+. Thollta 'S 7644'+!4` E a-fUslonea 9f._'24.5'7 ;Ecol':. td tha,pd7aE 4f •larmHidttOnt, Side .Or `.. P - , .fin - ,- s i .. l` . ;77 -: :m noon: ..Road nnd. saeanink 9a tea sh4rtgnna qr s+tendilF aI!Oh ng it be4ght au. tae Fa l 1i11d a steel .n xay nr. of N .4 Top , � _ = .`-� 6, Easornont. M favaT oF,: Cil at L ppeR Tasae,- O4tad, OB f5 !gift; Roco?ded.-on. 64/13/197$; Recorded ;'Deed beak Y r / % lirmfn4ka paha cenkrltna Of the 1¢,08 foal Lesslc+s UtAI{y.E4semenLd (ODES AFFECT the Parent Treat, DSAS 040T AFFECT Iho LAesee's, Lobsd 'Slit,• Lonsee s Tower Site or its easamet.ta al spowo) LE 'S VAUTV EASEMOAT DESCRIPTION;-7_ £OHMOAL, in fayar at City of Coptaly Toxos;' Da€ed: 07/30AMI kecoided on; ' 12109 1199;; Rewarded h,, Dead !took 'A-16. fool: wido 4064modt tor. utA1Ly w esY er6u' , 9 1r�art al o $3:'398 acro '(fact of fund:.Iyeig 1n the CiaiTrda Sgi{kty _, ., ..Po r '� . - ere fn , . _ -.. fie 1.. rOf cid.. public as.lr[ a Page 110, !I NumOa 1327, Dallas (wont S4 9r, lfe.00 '$1Zde,; P_"I, 1515, .l Parent, ar 1 :- ' 4DDES NDT 1FfE? , lhpT as i C4eea4A Laoes Stta, Laaeae s,FgW#e Silo Or Its E7se0mmUL) Rican , f Doat , - t too ,0.eea,ls of D_ aAg1 Cdipk , Toxa� :$old eoserign€ ��e{ng 5.00 (eat' an Raalf mlda at too faAiisirip'deslcribed Eaklartiga:... (at' No*IA0 .horn got d Gt{ s- la- "X' found for Ore 79tithwesl 'oarner or sold _53.3+78 acre iraal of imd; 7harice4l 07'3g'z0 E On m4rEta d ' B,. Plot Yeeowsri an 02/24/1284 to (weed 000 84.840, P'oge 30§3 - Po tt a a: Deli en e9ld: Wgm1 Line, Thlnco , : 9: tor'ra to :rhe tell h Wool oost i 1Po 9... n-l4rg-:a df fan eq 328 I .e_Imo .9t art dots';...;,, q ..rte.. y 1 p. _ .. �, , _ T F CT L - Paten T ac,(1 :Lease 1 ss:se a T o Sit or Its _..E " emNr ..... aa4to'a ( HO AF E the t ,a Site, L . ow [ 1 as t4 ) with o t?�ord bearing of N 02,0219 :F, a chard it 19th at 124.44 feet, ran Carr length..4f 12444 {ser, and p r4d7ftw-ar 1 _. .. , .,. ret ... f -'-9.784.74 feet to thfloiil of B fnnar Th4nta,568354).. E a dlitance of 147.07, last I. a Point ld atom i, z9 .- 9, .,.. . , ._._;. .,.. Thence N 45,0418, E a-dlslance *1 84.64 toot to a-Writ for a darner,: lhanca N' 2434 t18 E a distance: ar A5.62 toot to _, ..,:. .. 9,; Eoaem nt¢sdlOoOdn M-favor al, Cit of Ga. sal; lrxos doted, D9 4 1984, Recorded ort,. 04/09 1185, Rep9raad:Int : _ ! Y Pp . , .. /I -/ / Died Book 85Q7Q Page 2878. :.thR suit Of terr0WQfld$S Side line of: sold easgn+ent In be, eharlenad q[. astdniied such at to tiagin an lief N6M 4hd East P ., ' ,.. t d: ` ' .ale' r -1 t- }� t. � a tm Laosa' sr Isles' of the 9.G01 acro Leteeas Tvwer Lowe SI a, an lermin ori kir Sa,dh Inc at ha O DD as Lys a 1r ➢� CT'{ha. - ren'Tagt-L es DIA � da sol 1'. "• "s`':i a "cal s d- a ai'oAmass, (_. DES hFFE. Aa . t r ass. s RYE m �► .. Coes s U ;lily � Hn f3 n lh Lori - Ensarirent, dOf NOT AEhOAhs Losses'! Logo* Site, 1,964eee Towar'Sito or Lha les"t'i Ulally Tasemrni/ 2 pi shown:) To Mimarordnrl 01 Agraemarttl UC0101: City of Cappoll; Liconsoa; Yofcesttaam DSM I 00pr0tfng Cohtpdny, LL C; Dote b3/25%28f)d, f€dcordrd al: 62/22%2DU7; ;Recorded M: InakrumorL No 200780115889: (DOE$ AfTjCT.-to. Paronl firoct and Lessee's' Easements DOES N➢T AFFECT iha Lolsfa's Lass! 1910 or Litote's T4rho--5it10 ORAPHIC SLAW rl{1Ass NoNd. Alf Dela to reseed to { 403 alt t4AV8i14 ,f.,. � '0 tell UDE L{t LSU➢ - ELLYATIQN'. 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P ,L:.1 L,Ll.� N R H 11 FiELG WDRKt 5.G� OFFICE WUHKt �.6, 3. d-^ -CN UN$ .Irl TEt,EPHQK RESER o/fl-OviRfrK�ft. ll=mc 0 'ytRiaR1 aEWEft i7AldtLhE ELEL{RiC ArN SdrVeyink and - tslssmuamtitsatfoR C6raplay _,,11,rEP �V% C.f�D 8; K.K,W: JpH/G NU:.301U.dA7.3 --K= f'L77Gf Lott- irhA1RMIE{[R s tUHDiCltiNklf#i- 4 ­11, FOUM Wsbb Bur�y�r�_,.. start fpsb'uka Imsaf6RVtIfGIftLCdtTltiLt-ft.8, Val It rtTaa.e n c C�[�Pl OwtreleSS FI}l;'PAFa'I? AOR'- f' {t `t 1 ERIZUN vvik ■ SCALE: 16 4C!' At 11, Dal WA16( y4yE O ltAB .1wt. SET I_D—, STORta SLUR ufre r curt,„ ekm; 7K 9drad - tic :alt ams-s•+ae 4r» -,talk O t4dfl s!6-alae - tut (f4el efs-ales wur mmilvrllerYYearnovw fL�,ss 7 VILLAGE CIRCIZ . SUITE4i00 WESTLALfE ' T`�`rXAS-'76262 1s 1 N 0 0 E 1. FOR THE PURPOSE OF THESE CONSTRUCTION DOCUMENTS, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR - GENERAL CONTRACTOR OWNER - OWNER OF THE SITE PROJECT MANAGER - NEW CARRIER'S PROJECT MANAGER 2. CARE SHALL BE TAKEN TO PROTECT THE SITE AND THE SURROUNDING AREA FROM FIRE HAZARD DURING 'HOT' OPERATIONS. ADEQUATE EQUIPMENT, PERSONNEL AND EMERGENCY COMMUNICATIONS SHALL BE PROVIDED TO PROTECT LIFE AND PROPERTY IN AND SURROUNDING THE CONSTRUCTION SITE. 3. ALL EXCAVATIONS SHALL BE BARRICADED FOR PERSONNEL PROTECTION AND IF CONCRETE PIERS ARE DRILLED. THEY SHALL BE FILLED BY END OF DAY. 4. VERIFY REQUIREMENTS OF OTHER TRADES PRIOR TO PROCEEDING WITH FABRICATION OR INSTALLATION OF MATERIALS. 5. COMPLETE SHOP DRAWINGS SHALL. BE PROVIDED FOR ALL FABRICATED ITEMS FOR REVIEW PRIOR TO FABRICATION. DRAWINGS CONTAINED IN THESE CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR SHOP DRAWINGS. S. THE BUILDER/SUBCONTRACTOR SHALL BE RESPONSIBLE WITH NO ADDITIONAL COSTS TO THE OWNER/LESSOR/PROJECT MANAGEMENT TEAM FOR ALL FEES, PERMITS, INSPECTION FEES RELATED TO THIS PROJECT, OR SEE THAT ANY AND ALL SUCH CHARGES ARE PAID BY THE RESPECTIVE SUBCONTRACTORS ASSOCIATED WITH THIS PROJECT. 7. DIMENSIONS NOTED AS '+/-' OR 'VERIFY' ARE BASED ON MATCHING EXISTING CONDITIONS AND MAY VARY SLIGHTLY FROM THE DIMENSIONS AS SHOWN. NOTIFY THE ARCHITECT / ENGINEER AND CARRIER'S PROJECT MANAGER IF SIGNIFICANT VARIATIONS ARE ENCOUNTERED AT THE SITE. S. THE NATURE OF THE SITE RELATED ACTIVITIES REQUIRES THAT ACCESS TO THE SITE MUST BE MANAGED AT ALL TIMES DURING HOURS OF OPERATION AND WHEN THE SITE IS UNATTENDED. WORK WITH THE OWNERS REPRESENTATIVE FOR SAFETY AND SECURITY AT ALL TIMES. 9. CONTRACTORS SHALL BE REQUIRED TO PICK UP ALL OWNER SUPPLIED EQUIPMENT AS DIRECTED BY THE PROJECT MANAGER WITH NO ADDITIONAL COST TO THE JOB. 10. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 11. CONTRACTOR SHALL HAVE A PRECONSTRUCTION MEETING WITH THE CARRIER'S PROJECT MANAGER TO DISCUSS ALL ASPECTS OF THE SCOPE OF THESE DRAWINGS TO ENSURE HE IS FAMILIAR WITH AND UNDERSTANDS ALL REQUIREMENTS AND INTENT OF EACH ACTIVITY. 12. THE CONTRACTOR SHALL REVIEW, BE THROUGHLY FAMILIAR WITH AND UNDERSTAND ALL DOCUMENTS CONCERNING THIS PROJECT INCLUDING, BUT NOT LIMITED 70, THIS SET OF DOCUMENTS; TOWER AND TOWER FOUNDATION DRAWINGS; SHELTER AND/OR PLATFORM DRAWINGS; STEALTH DRAWINGS (IF APPLICABLE) AND ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES & ORDINANCES. 13. NO WORK OF ANY KIND SHALL BE ACCOMPLISHED BY ANY TRADE IN FRONT OF ANY OPERATING ANTENNA. 14. UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL FABRICATED STEEL ITEMS SHALL BE HOT DIPPED GALVANIZED PRIOR TO SHIPPING TO THE SITE. EXISTING TOWERS: 1, CONTRACTOR SHALL ATTAIN AND VERIFY 'STRUCTURAL ANALYSIS REPORT" OF EXISTING TOWER FOR STRUCTURAL ADEQUACIES AND EXACT PLACEMEN OF ANTENNAS AND COAX CABLES. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE STRUCTURAL ANALYSIS REPORT AND NOTIFY ARCHCOMM LLC IN THE CASE OF A DISCREPANCY. ANY STRUCTURAL MODIFICATIONS, IF REQUIRED, SHAT BE DONE PRIOR TO THE INSTALLATION OF NEW ANTENNAS & OTHER EQUIPMENT. 2. THE EXISTING TOWERS CAPACITY TO SUPPORT NEW EQUIPMENT IS IN PART BASED ON THE ASSUMPTION THAT R WAS BUILT AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATION (REFER TO STRUCTURAL ENGINEERS ANALYSIS & REPORT). THE CONTRACTOR SHALL MAKE A VISUAL INSPECTION OF THE EXISTING TOWER PRIOR TO THE START OF ANY NEW CONSTRUCTION AND REPORT TO THE PROJECT MANAGER ANY CONDITION THAT HE BELIEVES IS NOT IN KEEPING WITH TUA-222-G ANNEX J: MAINTENANCE AND CONDITION ASSESSMENT. EXISTING CONDITIONS: 1. DEMOLITION AND CONSTRUCTION ACTIVITIES SWILL BE ACCOMPLISHED IN SUCH A MANNER THAT NO DISRUPTION OF EXISTING FACILITY OPERATIONS WILL OCCUR. 2. THIS BUILDER/SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO EXISTING FACILITIES AND SHALL REPLACE OR REPAIR TO THE ORIGINAL CONDITION AS DETERMINED BY THE PROJECT MANAGER. 3. CUT AND PATCH ANY AREAS WHERE REQUIRED BY THE SCOPE OF THIS PROJECT. MATCH EXISTING WORK AND MATERIALS EVEN IF SUCH WORK FALLS OUTSIDE OF THE LIMITS OF THIS CONTRACT. 4. THE OWNER OF THE SITE RETAINS SALVAGE RIGHTS TO ALL MATERIALS AND EQUIPMENT REMOVED FROM THE EXISTING WORK. MATERIALS AND EQUIPMENT NOT CLAIMED BY THE OWNER SHALL BECOME THE PROPERTY OF THE BUILDER/SUBCONTRACTOR WHO SHALL ASSUME COMPLETE RESPONSIBILITY FOR THE REMOVAL AND APPROPRIATE DISPOSAL THEREOF. 5. VERIFY ALL EXISTING SITE CONDITIONS, QUANTITIES AND DIMENSIONS BEFORE STARTING WORK. NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK. 8. ALL BIDDERS SHALL VISIT THE SITE BEFORE BIDDING TO FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS. 7. CARE SHALL BE TAKEN TO LOCATE ALL EXISTING UNDERGROUND OBSTRUCTIONS, UTILITIES AND/OR EASEMENTS BEFORE DIGGING OR DRILLING ON THE SITE. S. UTILITY CHECK - BEFORE COMMENCING ANY WORK AT THE SITE, CONTACT THE ONE CALL SYSTEM IN THE STATE IN WHICH UNDERGROUND WORK IS BEING DONE. REFER TO ONE CALL NOTE ON SITE PLAN. 1. ALL WORK SHALL BE ACCOMPLISHED AS PER ALL APPLICABLE CURRENT STATE, LOCAL AND NATIONAL CODES. THESE CODES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: INTERNATMAL BUILDING CODE (OR LOCAL ACCEPTED CODE) NATIONAL FIRE PROTECTION ASSOCIATION- NFPA 70, NATIONAL ELECTRIC CODE THE AMERICAN INSTITUTE OF STEEL CONSTRuCnON- SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. BUILDING CODE REQUIREMENTS OF REINFORCED CONCRETE. AMERICAN WELDING SOCIETY - STRUCTURAL WELDING CODE- STEEL TDWER DESIGN -STANDARD PER 06,4U- 2 2 6,4U222 0 SPECIFICATIONS. TIA 607 GROUNDING & BONDING REQUIREMENTS FOR TELECOMMUNICATIONS. TIA 568 COMMERCIAL BUILDING TELECOMMUNICATION WIRING STANDARD. TIA 569 COMMERCIAL BUILDING STANDARDS FOR TELECOMMUNICATION PATHWAYS AND SPACES. -FOR ICS QIMNEER OEEE) IEEE 81 - GUIDE FOR MEASURING EARTH RESISTIVITY, G OU D IMPEDANCE & EARTH SURFACE POTENTIALS OF A GROUND SYSTEM. IEEE 1100 - RECOMMENDED PRACTICE FOR POWERING & GROUNDING OF ELECTRONIC EQUIPMENT. IEEE C82.41 - RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS. ANSI 7`11,31111 FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION. HANDICAP REQUIREMENTS. THIS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. ADA ACCESS REQUIREMENTS DO NOT APPLY. OTHER REQUIREMENTS: THIS FACILITY HAS NO PLUMBING OR PARKING. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS 2. REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. 1. ALL SITES LOCATED WITHIN A FLOOD HAZARD ZONE SHALL HAVE TOP OF SLAB AND/OR TOP OF GRATING RAISED TO BE AT LEAST 12' ABOVE THE BASE FLOOD ELEVATION. THIS INCLUDES SHELTERS, RAISED EQUIPMENT PLATFORMS, GENERATORS, FUEL TANKS AND ALL ELECTRICAL EQUIPMENT. 1. DIGGING AND EXCAVATION - HAND DIG ALL EXCAVATIONS AND TRENCHES IN AREAS SUSPECTED TO CONTAIN EXISTING GROUNDING CONDUCTORS, GROUND RODS, POWER/TELCO CABLES OR OTHER BURIED UTILITIES. 2. COLLOCATION SITE FINISHING - UNLESS OTHERWISE DIRECTED BY THE NEW CARRIER'S PROJECT MANAGER, AREAS OF COMPOUND EXPANSION OR SPACE LOCATED WITHIN THE LEASED AREA SHALL BE FINISHED TO THE SAME STANDARD AS THE BALANCE OF THE EXISTING COMPOUND OR AT THE SOLE DISCRETION OF THE NEW CARRIER'S PROJECT MANAGER, THE FINISH STANDARD OF THE NEW CARRIER SHALL BE PROVIDED. REFER TO REM f3 BELOW. 3. NEW CARRIER'S SITE FINISH STANDARD - PROVIDE A MINIMUM 4" THICK LAYER OF CRUSHED STONE (APPROX. 1' DIAMETER W/O FINES) OVER 6 MIL. WEED BARRIER, OVER 6" COMPACTED BASE. FILL MATERIA- SHALL BE EQUAL TO CRUSHED LIMESTONE CONFORMING TO STATE DEPARTMENT OF TRANSPORTATION REQUIREMENTS FOR TYPE 'A', GRADE 2 MATERIAL COMPACTED TO 95% PROCTOR DENSITY OVER A COMPACTED SUB -GRADE THAT WAS SCARIFIED AND RECOMPACTED TO 95% PROCTOR DENSITY. 4. REPAIR/REPLACE - AT NO ADDITIONAL EXPENSE TO THIS CONTRACT, ANY CONSTRUCTION RELATED DAMAGE TO ANY EXISTING SITE ELEMENTS OR FINISHES WITHIN THE COMPOUND, IN ADJACENT AND/OR ALONG ROUTES TO THE WORK AREA, HOWEVER INCIDENTAL TO THE PROSECUTION OF THE WORK, SHALL BE PUT IN A PRECONSTRUCTION CONDITION TO THE SATISFACTION OF THE NEW CARRIER'S PROJECT MANAGER. 5. BACKFILL - ALL BORROWED FILL MATERIAL SHALL BE EQUAL TO STATE SPECIFICATION FOR TYPE A. GRADE 1 OR 2. COMPACTED TO 95X PROCTOR DENSITY. WHERE TRENCHING IS REQUIRED BACKFILLING WITH MATERIALS EXCAVATED FROM THE TRENCH WILL BE PERMITTED UNLESS OTHERWISE DIRECTED BY THE NEW CARRIER'S PROJECT MANAGER. ALL TRENCH BACK FILLING SHOULD BE COMPACTED IN LIFTS NOT TO EXCEED 8' COMPACTED DEPTH AND TO 95X PROCTOR DENSITY FLUSH TO THE SURFACE OF THE FINISHED COMPACTED SUB -GRADE. S. UNLESS INDICATED OTHERWISE, SITES SHALL NOT HAVE SLOPES GREATER THAN 1/4' PER FOOT AND THE AREA IMMEDIATELY AROUND NEW EQUIPMENT SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE EQUIPMENT. 7. SITES COVERED WITH EXISTING ASPHALT AND/OR CONCRETE - UNLESS NOTED OTHERWISE ON THE SITE PLAN, SAW -CUT & REMOVE ALL EXISTING ASPHALT AND/OR CONCRETE WITHIN THE LEASE AREA ONCE ALL COMPONENTS OF NEW CONSTRUCTION ARE IN PLACE, FURNISH & INSTALL NEW ASPHALT AND/OR CONCRETE (AS NOTED IN SITE PLAN) TO MATCH EXISTING SO AS TO SEAL ENTIRE BASE AREA AGAINST WATER INTRUSION INTO SUBGRADE. BASE MATERIAL BELOW PAVING SHALL COMPLY WITH NOTE 5 ABOVE S. SITES REQUIRING RETAINING WALLS - UNLESS NOTED OTHERWISE ON THE SITE PLAN, ALL RETAINING WALLS SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER AND BE EQUAL TO 'KEYSTONE RETAINING WALL SYSTEMS", A CONTECH COMPANY, 4444 W. 78TH STREET MINNEAPOLIS, MN. 55435 (952) 897-1040). UNITS SHALL BE KEYSTONE STANDARD UNITS INSTALLED ON AN UNREINFORCED CONCRETE OR CRUSHED STONE LEVELING PAD (AS SPECIFIED BY ENGINEER). SYSTEM SHALL BE COMPLETE TO INCLUDE DRAINAGE TILE (IF REQUIRED), DRAINAGE FILL, KEYSTONE CAP, SOIL STABILIZING & REINFORCING FABRIC GRID. ETC., ALL AS DESIGNED BY ENGINEER. RETAINING WALL DESIGN SHALL BE SUBMITTED FOR APPROVAL verizon✓ AJ 1.1. W NN ti ILL a O omW) HV W) Z'k wNCD In 5 v J Z J D Lu j a. W 0. a O ,♦ V V APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION 02.12.16 5 �A"q s y Tyq rr i u w EXP. DAT t' 08/30/16 L^2 ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 (210)308-9905 TBPE NO. F45659 SHEET TITLE GENERAL NOTES SHEET HISTORY 01.26.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION N1 X (E) LIGHT POLE I\- (E) BASEBALL FIELD (E) COVERED WALKWAY (E) FENCE TO REMAIN (E) CONCRETE PAD & BENCH (LENS) LEASE 'AREA(192 S.F.) X X X (E) CONCRETE J� PAD & BLEACHERS J I / P1 ' I I (E) LIGHT POLE J D (E) 5'-0' UTILITY EASEMENT r(E) CONCRETE WALK -1 I I 2/Al 1 (E) TOWER/LIGHT POLE \\_(E) CONCRETE DRIVE —(E) CONCRETE WALK- \ (E) WATER VALVE - TYPICAL. I I (E) LIGHT POLE ROUTE OF (N) UNDERGROUND CABLING \ � (E) GRASS 7/ / g�_0� — _ \ \ / NuL — �� (E) ELECTRICJIL BOX EASEMENT — \(E) CONCRETE (E) ELEC. / / /�WC1Jl P1 / PAD & BLEACHERS / \ PULL BOX -X— (E) // �� �� X (E) FENCE TO REMAIN & UTILITY EASEMENT / (E) CONCRETE BENCH / \ (E) ELEC. PAD /--------------- \ / / (LF�EE, LEASE'AREA(100 S.F.) \ \ / (N) TOWER/LIGHT POLE(E) LEACHERS PAD / (E BE REMLIGHT OVED ED 1 Al -1 (E) BASEBALL FIELD (N) 20'-0" ACCESS / x \ / � & UTILITY EASEMENT %�p / -E / (N) = NEW LESSEE (E) 10'-0" WATER / (E) = EXISTING LINE EASEMENT / x (F) = FUTURE / Call DigTESS dial "811" WffL0000 Know what's b@)OW. CSII before you dig. LE PLAN/� 1" - 30'-0" •, NORTH verizonv/ J W� o li ~ 0 0:3 W) T �7Qrn � a o F z * V In (A M og J 2i _j J �o W "'J a W a. a O ° V V APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION 02.12.16 4C� b ARC s y TK .� w 4� D EXP. DAT t'08/30/16 ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 (210) 308-9905 TBPE NO. F45659 SHEET TITLE SITE PLAN SHEET HISTORY 01.25.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION A 1 A, (N) 10'-O"x10'-0" (100 S.F.) LESSEE LEASE MEA � (N) - NEW LESSEE (E) = EXISTING (F) - FUTURE y � / I / LACCESS MENi�/ / ROUTE OF (N) / UNDERGROUND / CABLING / / (N) 10'-0" LEASE AREA / 5'—O" 5'-0" / / (N) TOWER/ LIGHT POY 4-3" CONDUITS TO ENTER INSIDE POLE THROUGH FOUNDATION (E) LIGHT POLE TO BE REMOVED—` .' �(( CONCRETE PAD de�BIFACHERS 7 TOWER PLAN NORTH (N) 16'-0" LEASE AREA 2' -Or '-*--(E) RAISED CONCRETE I CONCRErE TO REMAIN (N)MATCH D CONCRETE��—(CTRBEXISTING I I N SAW -CUT & REMOVE PORTION OF (E) CONC. CURB AT (N) EQUIP. COMPOUND — ENCLOSURE ALL BRICK W LrryGPS TELCO (IBER FR)AM�E _ MUX MOUNTED TO ()SWALL I Ur 0000 OPENING IN (N) SLAB Z I I(N) CABINET (N) CABINET � c� I (N) METER FRAME (N) PAIR SOLID / METAL GATES - REF. C 2/D2-1 - PAINT TO MATCH BRICK COLOR 4'-0" N) 12'-0"x16'-0" N 12' CMU &BRICK 192 S.F.) LESSEE I W TO MATCH EXISTING LEASE MEAI ADJACENT ENCLOSURE IL-7ROUTE OF (N) UNDERGROUND \ CUXBONCRErE REMAIN CABLING - 4-3" PVC CONDUITS BOX un� I I I LE) AUTILITY SEMENT I I I I I I I I I I I I \ (E) 51-0" \ UTILITY EASEMENT I N) 10'-0" ACCESS -- — I t U11LIlY i EMENT I-- (E) CONCRETE SIDEWALK 1 I EQUIPMENT PLAN 4 SCALE: 1/4" - 1'-00 NORTH Call DigTESS dial "811" Know whaPs T)eIOW. Gall before you dig. verizon� J a W N N ti ~ p Z N O Z v 'k w InO og J z3 J coo W M� a W �. IL O ° V �♦ V APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION 02.12.16 AAS 1r ARA' v W lk D EXP. ` DAT : "06/30/16 Z^2 ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 (210) 308-9905 TBPE NO. F45659 SHEET TITLE DETAIL SITE PLAN SHEET HISTORY 01.25.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION Al =1 (N) SECTOR MOUNT (A— REFER TO SCHEDULE—OF MOUNTS OR APPENDIX FOR APPROVED MOUNT— (N) ANTENNA REFER TO ANTENNA DESIGN (N) ANTENNA CENTERLINE (N) RRH UNIT MOUNTED BEHIND ANTENNA (N) ANTENNA JUMPER BETWEEN RRH UNIT & ANTENNA (N) HYBRIFLEX CABLE FROM OVP BOX TO RRH UNIT — VERIFY SIZE— L-2 WER ELEVATION 2 N.T.S. (N) OVP BOX WITH MOUNTING BASE AS PER RF DESIGN (N) MONOPOLE TOWER (N) HYBRIFLEX CABLE BETWEEN OVP BOXES — VERIFY QUANTITY AS PER RF DESIGN (3)SECTOR SCHEMATIC SCALE: N.T.S. (N) = NEW LESSEE (E) = EXISTING (F) = FUTURE (E) TELECOMMUNICATION EQUIPMENT ENCLOSED AREA (N) BRICK WALL MATCH (E) FINISH OF ADJ. WALL TOP OF (N) BRICK WALL t8'—O" MATCH TO ADJ. WALL HEIGHT N) DOUBLE METAL DORS PAINT TO MATCH (E) BRICK WALL COLOR �(N) UNDERGROUND CONDUITS N 85'-0" AGL TOP OF TOWER (N) ANTENNA SUPPORT SYSTEM — REFER TO SCHEDULE OF MOUNTS(S (BELOW) FOR MINIMUM STANDARDS 77'-0" AGL IV ANTENNA CENTERLINE ��4 N) ANTENNAS — REFER TO RF ADDENDUM SHEET FOR ANTENNA QUANTITIES, MOUNTING HEIGHTS, MODEL NUMBERS, AZIMUTHS, ET( N 67'-0" AOL RELOCATED PARK LIGHTING RE—USE (E) LIGHT TTOP52'-0" AGL OF LIGHT (N) PARKING LOT LIGHT (N) MONOPOLE TOWER/ LIGHT POLE k FOUNDATION DESIGNED BY TOWER MANUFACTURER -- (N) METER AND DISCONNECT FOR BASEBALL LIGHTS--\ SITE ELEVATION ZSCALE: N.T.S. verizon,wl J a W 0 T X F- IL * z� LO 0p La F Z V r' 'k w rn O og J z -j J �o W mJ a W aIL IL O ° V ♦♦ V APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION 02.12.16 ti C< A# C k Ty4� 4u 7 9rE' 0 EXP. DAT t` 06/30/18 L^D ARCHCOMM, L.L.C. 1006 Beckett San Antonio, Texas 78213 (210)308-9905 TBPE NO. F-15659 SHEET TITLE SITE ELEVATION SHEET HISTORY 01.25.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION A2 L 0 O z aL CL CL 0 O z z O 8 w i 2 1. TYPICALLY ALL ANTENNA DIRECTIONS WILL BE SET TO 0', 120P & 240' FROM 0' TRUE NORTH, BUT BEFORE THE ANTENNA INSTALLATION IS PERFORMED THIS DIRECTIONAL INFORMATION MUST BE CHECKED AGAINST THE MOST CURRENT INFORMATION ISSUED BY THE RF DEPARTMENT BY IMPLEMENTATION. 2. DURING FEEDER INSTALLATION ALL FEEDERS WILL BE MARKED WITH VINYL TAPE COLOR BANDS ACCORDING TO THE CABLE BINDING CHART BELOW. THESE BAWDS SHOULD APPEAR AT BOTH ENDS OF THE FEEDER RUN AND BE VISIBLE FROM THE GROUND WITH A DIRECT AND CLEAR LINE OF SIGHT. BOTTOM BANDS TO BE INSTALLED OUTSIDE OF CABINET PORT. TOP BANDS TO BE 2" WIDE AND BOTTOM BANDS TO BE 1" WIDE. 3. TYPICALLY ONLY THREE (3) ANTENNAS PER SECTOR WILL BE INSTALLED BUT SPACING ON THE DELTA FRAME SHOULD BE ALLOWED FOR A FOURTH SHOULD THE RF PLAN INDICATE THE NEW FOR A 2nd TX ANTENNA. CABLING NOTES 1 SCALE: N.T.S. COAX SIZE I MIN. BENDING RADIUS 0 TO 100 LONG 7/8' DIA 10 INCHES 100- TO 150- LONG 1 1 4" DIA, 1 15 INCHES OVER 150' LONG 1 5/8- DUA 1 20 INCHES HYBRIFLEX SIZE MIN. BENDING RADIUS 1 X 1 5TV–D—A, 5 8-D- 5 INCHES 1 X 2 4 X 4_ 1 1/4- DLk 8 X 6 1 5/5- DUI. 24 INCHES 8X8 158"DIA, CABLE BENDING RADIUS 2 SCALE: N.T.S. EEsSI�'. IF rov.a liitro"m 3 Orange IIirowr= 1 a AW po5ilion raterenced from behind the sector looking ;fit the bests of the onto direction of the propagation CABLE/COAX COLOR CODE 3 SCALE: N.T.S. CENTRAL TEXAS is in the H&S SURVEYING, INC. "Surveying and Mapping Professionals" 201 N. Bick£ord El Reno, OK. 73036 Ph: (405) 262-0249 Fax: (405) 262-5107 August 03, 2015 Verizon Wireless 1-A CERTIFICATION Site Name: Coppell North Rept H&S No.: 3010.1423 This is to certify that the natural ground of a proposed tower lying within the subject site has the following geographic location within a 1-A tolerance. Latitude & Longitude (to within Twenty (20) feet) Latitude: 32058'47.006" (NAD 83) Longitude: 96°59'34.009" (NAD 83) Natural Ground Elevation — (to within Three (3) feet) Elevation: 458.50 (NAVD 88) And that the above information is true and correct to within the given specifications. r F. 5 8/03/2015 Kurtis R. ebb RPLS # 4125 Date 1 a 4A LETTER SCALE: N.T.S. NOTE: CONTRACTOR SHALL VERIFY INFORMATION ABOVE BEFORE ORDERING OR INSTALUNG ANTENNAS. verizonw/ AJ z z a) W 0 �y li ~ QXN W Om z zU a U � W U) og J Z J J �o U CL W IL O ° V ♦♦ V APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION 02.12.16 y 7y4 w EXP. ` DAT : ' 08/30/18 4 L^ ARCHCOMM, L.L.C. 1006 Beckett San Antonio, Texas 78213 (210) 308-9905 TBPE NO. F45659 SHEET TITLE TOWER, ANTENNA & CABLING DESIGN DATA SHEET HISTORY 01.25.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION A3 T OF HOMELAN FEDERAL EMERGENCY MANAGEMENT ICY ELEVATION CERTIFICATE OMB No. 1660-0008 FEDERAL EMERGENCY MANAGge1FNTAGENCY Natlmal}IoadloweuwHagma IMPORTANT: Follow the Instruction aon pegas 1-9. Expiration Date: July 31, 2015 SECTION A- PROPERTY INFORMATION FOR_INSURANCECOMPANY USE... Ai. Building Owner's Name Verizon Wireless Paliry A2. Buil 64 N g ra ssy drencluding Apt., Unit, Sults, and/or Bldg. No.) or F.O. Route and Boat No. Company c umber: �enton Tap Fid City CO II State TX ZIP Code 75218 A3. Property Desodpuon (Lot and Block Numbers, Tax Parcel Number, Legal Descripton, etc.) Parcel Number #6513271551000NO, Part of the Clarinda Squires Survey Abstract No.1327 A4. Building Use (e.g„ Residential, Non-Realdential, Addition, Accessory, etca Cellular FWulnment Comneund AS, L.atitudii/L.ongltude: Lat, 32 5A dA nnA fig, go SA 33.IM Horizontal Datum: ❑ NAD 1927 (M NAD 1983 A6. Attach at least 2 photographs of the building If the Certificate Is being used to obtain good Insurance. A7, Building Diagram Number MIA -- A8. For a building with a crawispace or enolosure(s): A9. For a bulking with an attached garage: a) Square footage of crowlspaos or enclosureNIA s) eq ft a) Square footage of allached garage N/A Sq ft b) Number of permanent flood openings In the crawl��ce b) Number of permanent flood openings In the attached garage or anclosum(s) within 1.0lbot above adjacent gra ed NIA whhln 1A toot above adjacent grade NiA c) Total not area offlood openings in Aa.b RA sq in c) Tata) riot area of flood openkhge In A9.b ,NIA aq in d) Engineered flood openings? ❑ Yea Cj No • d) Engineered flood openings? ❑ Yea ONO, SECTION B;- FLOOD INSURANCE RATE: MAP (FIRM) INFORMATION B1. NAP Community Name 6 Coniftnity Number BZ County Name NIA , B8, state City of Coppell 480170 Dallas ❑ feet I TX B4. Map/Penal Number 06. Suffix B6. FIRM index Date BT. FIRM Panel Mecthre/ Be. Rood Zones) B9. Base Flood Elevation(s) (Zone _ 458 . 18 M feet - ❑ meters Revised Date ®feet AQ use base flood depth) 4811300155 K 07/07!2014 07/0712014 AE 458 B7A.Indicate the source of the Base Rood Elevation (BFQ data or base flood depth entered In Item 89: ❑ R8 Profile H FIRM ❑ Community Determined ❑ Other/Source: 1311. Indicate elevation datum used for BFE in Item 09, ❑ NGVD 9929 ® NAVD 1988 ❑ OthWSotaoe: 812.19 the building located Ina Coastal Border Resoumea System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes I@ No Designation Date: / / ❑CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION•(SURVEY REQUIRED) C1. Building elevatlone are based on: ❑Constmctlon Drewingow IM Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building Is complete. C2. Elevations - Zones Ai -A90, AE, AH, A (with BFE), VE, V1 VSO, V (with BFE), AR, AR/A, ARAE, AR/A1-•A30, AR/AH, ATVAO. Complete Rams C2A-h below according to the building diagram specified In Item A7. In Puerto Moo only, enter meters. Benchmark Utilize(k Trimble R8 GPS Control Static Session Vortical Datum 88 Indicate elevation datum used for the eTevations In Items a) through h) below. ❑ NGVD 1929 iN NAVD 1088 ❑ 0ther/Sauna: Datum used for building elevations must be the same as that used for the BEE, Checkthe measurement used. a) Top of bottom floor (Inducing basement, mawispece, or enclosure floor) _ ❑ feet ❑ melets b) Top of the next higher floor _ A . ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones onto WA . ❑ feet ❑ meters CO Attached garage (top of slob) NIA . ❑ feet ❑ maters e) Lowest elevation of machinery or equipment servicing the building WA . ❑feet ❑ meters (Describe type of equipment and location In Comments) 1) Lowest acgacent (llnlehed) wade next to building (LAO) 459.06 ®feet - ❑ meters g) Highest acUacent(finished) grade next to building (HAG) 461 . 89 IN feet 13 meters h) Lowest aclacent grade at lowest elevation of deck or stairs, Including NIA . ❑ feet ❑ maters structural support SECTION D -SURVEYOR, ENQINEER, OR -ARCHITECT CERTIFICATION This certification is to be signed and scaled by a land surveyor, engineer, or arctiltect authorliod by. jew to cerUry elevation Inforrotlon. I certify that the Information an this Certlilcate represents my best efforts to I"Arat the data available. I understand that arty falea aMtemarrt may be punishakie by fine or Intpliaonment under 18 US. Code, Sown 1001 ❑ Check here tf oomments are provided on back of form. Were latitude and longltude In Section A provided t y a QJ* �C' ❑ Check here if attachments. licensed land surveyor? ® Yes [3 No 'r,+. 6TE +' FEMA Forni 086.038 (RQlad 7112) see reverse aide for continuation. Replaosa all previous editions. U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY Notlead Rood Imam Fq= Verizon Wireless ELEVATION CERTIFICATE IMPORTANT: Fallow the instructions on pages 1-9. or TX OMB No. 1660-0008 Expiration Date: July 31, 2015�T FOR;INSURANCECOtVIPANY;USE ... , ;' Fungi Nunt,er:. - 'mpany.NAI.G N,! d !r. ZIP Code 75219 .~ A4. Building Use (s,g., Residential, NoRRealdantial, Addition, Accessory, eta) Plillular Toyyer LoceBon A5. LgdtWWL.orWWda: Let '49, Aft AT nna Long, qfi 59 34.nn9 Horizontal Datum: ❑ NAD 1927 © HAD 1983 A6. Attach at least 2 photographs of the building if the Certmcate Is being used to obtain flood Insurance. A7. Building Diagram Number huA A8. Fbr a building with a crawlapace or enalosure(s), A9. For a building with an stteahed garage: a) Square lbotoge of crewispace or enclosure(s) N/A sq ft a) Square footage of attached garage NIA aq It b) Number of parmnerlt flood openings in the ctswispaoe, b) Number of permanent flood openings In the attached garage or nolosure(s) within 1.0 foot above aclacent grade NIA within 1.0 foot above adlacent grade PIfA C) Total net area of flood openings In A8.b N/A aq In a) Total net area offlood openings In A9,b NIA aq In d) Engineered flood openings? ❑ Yles ®No d) Englnsered flood openlnW. ❑ Yee ®No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP Community Name & Community Number B2. County Name NIA , B3. state City of Coppell 480170 Dallas ❑ feet TX B4. Map/Panel Number B5. Suffix 86. FIRM Index Data B7- FIRM Panel Effective/ 88. Flood Zone(s) DO. Base Flood Elevations) (Zone _ 458 . 18 M feet - ❑ meters Revised Data ®feet Ail, use base good depth) 48113CO165 K 07/07/2014 07/07/2014 AE 458 B10. Indicate the source of the Base Rood Elevation (BFE) data or basa Good depth entered In Item B9: ❑ RS Pronle 11 FIRM ❑ Community Determined ❑ other/Source: B11. Indicate elevation datum used for BFE In Item 139: ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: B12. is the building located Ina Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)7 ❑ Yes ®No Deslgnatlon Data: / / - ❑ CBRS ❑ OPA SECTION 0 - BUILDING! ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Conshrictlon Drawings* N Building Under Construction* ❑ Finished Construction `A new Elevation Certificate will be required when construction of the building Is complete. C2. Elevations - Zones At -1690, AE, AH, A (with BFE). VE, V3-V3O, V (with BR'.), AR, AR/A, ARAE, AR/Al-A30, AR/AH, AR/AR Complete Items C2.a-h below according to the building diagram specified In Rem A7. In Puerto Mco only, enter meters. Benchmark Utilized: Trimble R8 GPS Control Static Sesslon Vertical Datum: 88 Indicate slevatlon datum used tlor the elevations In Items a) through h) below. ❑ NGVD 1929 ® NAVD 1986 ❑ 01her/Source: Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, erawispace, or enclosure floor) b) Top of the next boor floor c) Bottom of the lowreet horizontal sttdOtural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location In Comments) 1) Lowest adjacent (finished) grade nod to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest a4acent grade at lowest elb%allon of deck or stairs, Including structural support NIA - Check the measurement used. ❑ feet ❑ meters NIA , ❑ feet ❑ meters N/A , ❑ feet ❑ maters N/A , ❑fast ❑meters NIA , ❑feet ©meters _ 458 . 18 M feet - ❑ meters 459. -22 ®feet ❑ meters NlA . ❑•feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification Is to be signed and sealed by a land surveyoS engineer, or architect authorized by law to certify elevation information. i oerOry that the Information On this dsrtlfioets repreoonto my bast offotts to Interpret the date avellable. i understand that any false statement may be punisheble by rine orimprWnment under 18 U.& Code, Section 1001 OF T. El Check here If comments rl e Provided on back of form. icensed land surveyore latitude and r® Section ❑A dad by a E3 Check there If attachments. FEMA Form 086433 ELEVATION CERTIFICATE 1 SCALE: N.T.S. 101!0612016 1072Y781-6800 I I Sae reverse side for continuation. Replaces all previous editions, CONTRACTOR SHALL VERIFY INFORMATION ABOVE BEFORE ORDERING OR INSTALLING ANTENNAS. 1 n v riz v/ e o J a W La OC li '1c n O O N Z R LU M .� z g W M� IL W IL a 0 O �I V (i i APPROVAL SIGNATURES LANDLORD i LEASING CONSTRUCTION 02.12.16 ttia D A q W EXP.' DAT "06/30/16 49^D ARCHCOMM, L.L.C. 1006 Beckett San Antonio, Texas 78213 (210) 308-9905 TBPE NO. F45659 SHEET TITLE TOWER, ANTENNA & CABLING DESIGN DATA SHEET HISTORY 01.26.16 ISSUE FOR REVIEW 02.12,16 ISSUE FOR CONSTRUCTION A3 -'I <-bsrlaxiy6W Copy of CTX_pntenna Design_COPPELL NORTH REPL 11132015.xisx � COPPELL NORTH_REPL �= �faua4llN x.wr.,,was+m. j�p�pih%,E 'IPw4rtx/eU/�. ti - -�}J ' VANIob vmalxwwn.= uNmsn xo 1 r ODirFa`NdnH RFlL-A <-bsrlaxiy6W _ �' 11113-0$ "- - � �= �faua4llN x.wr.,,was+m. j�p�pih%,E 'IPw4rtx/eU/�. ti - -�}J ' VANIob vmalxwwn.= uNmsn xo Optlondl SJreeffs?� - An►earrp � _ � � jr�(ar_e� � _ _.� 3�_�__, _ �_1 ��� ��— � 8ti 0 PE�rd 168S16ar.s 1B&5.19a7.6 PCeCa F� lz— s PCSC-eentl 1 1676-1960 1 1 INS.t9fo 21452155 01SCALE: RF ADDENDUM SHEET N.T.S. W Build Installation: 3 x antennas per sector, 9 total (Model 5111111111WL) 60W RRHs; 3 for LTE, 3 for LOP; 3 x 9OW RRHs for AWS; 9 Total Tower -top fi-circuit OVP box Maln/6-circult OVP box on the ground/equipment side ets of 6 g 12 Hybrid Cable Trunk = 6 pairs x 96 AWG OC Cables and 12 pairs %liber, 6 ndal Lines i S/8" for CDMA r: LTE RRH & AWS RRH on Tower No SCU needed No Home Run Cables needed No RET Cable Ughtning Protectors needed Connect AWS RRH to LTE antenna using RET jumper able for each; Setup RET control the SAM Daisy chain all remaining RET Input ports on antennas within the same sector so that all znnas and bands have RET connectMty within each sector, Do not daisy chain between `event sectors CONTRACTOR SHALL VERIFY INFORMATION ABOVE BEFORE ORDERING OR INSTALLING ANTENNAS. verizon✓ J a W Ii ~ I.L. -1Cp ? W.A _/ H Z(, T wU) o og J ZJ J wo W M J a W aIL O v V APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION 02.12.16 iia $ ARC 5 V TH Lu ' 60 EXP. DAT : 06/30/16 i 49^2 i I ARCHCOMM, L.L.C. 1006 Beckett San Antonio, Texas 78213 (210)308-9905 TBPE NO. F-15659 SHEET TITLE TOWER, ANTENNA & CABLING DESIGN DATA SHEET HISTORY 01.26.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION I i A3-2 01 y� Optlondl SJreeffs?� - An►earrp � _ � � jr�(ar_e� � _ _.� 3�_�__, _ �_1 ��� ��— � 8ti 0 PE�rd 168S16ar.s 1B&5.19a7.6 PCeCa F� lz— s PCSC-eentl 1 1676-1960 1 1 INS.t9fo 21452155 01SCALE: RF ADDENDUM SHEET N.T.S. W Build Installation: 3 x antennas per sector, 9 total (Model 5111111111WL) 60W RRHs; 3 for LTE, 3 for LOP; 3 x 9OW RRHs for AWS; 9 Total Tower -top fi-circuit OVP box Maln/6-circult OVP box on the ground/equipment side ets of 6 g 12 Hybrid Cable Trunk = 6 pairs x 96 AWG OC Cables and 12 pairs %liber, 6 ndal Lines i S/8" for CDMA r: LTE RRH & AWS RRH on Tower No SCU needed No Home Run Cables needed No RET Cable Ughtning Protectors needed Connect AWS RRH to LTE antenna using RET jumper able for each; Setup RET control the SAM Daisy chain all remaining RET Input ports on antennas within the same sector so that all znnas and bands have RET connectMty within each sector, Do not daisy chain between `event sectors CONTRACTOR SHALL VERIFY INFORMATION ABOVE BEFORE ORDERING OR INSTALLING ANTENNAS. verizon✓ J a W Ii ~ I.L. -1Cp ? W.A _/ H Z(, T wU) o og J ZJ J wo W M J a W aIL O v V APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION 02.12.16 iia $ ARC 5 V TH Lu ' 60 EXP. DAT : 06/30/16 i 49^2 i I ARCHCOMM, L.L.C. 1006 Beckett San Antonio, Texas 78213 (210)308-9905 TBPE NO. F-15659 SHEET TITLE TOWER, ANTENNA & CABLING DESIGN DATA SHEET HISTORY 01.26.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION I i A3-2 01 N 0. 0 E v tf 0 z w Q CL 0 G x z O z z 0 MATCH EXISTING SITE SITE FINISH mss, n 1 1/4' SCH. 40 GALV. STEEL PIPE \\%\\/\\/\\%\\% \% #6 INSULATED GROUND CABLE FROM GPS TO ' /\ /\\ /�//\\�/\\/j�j o Ed I PIPE SUPPORT WARNING TAPE / // //\\j/\\j/v/�\\j N MOUNTING HARDWARE a COMPACTED FILL\\\\� AS REQUIRED BY EQUIPMENT INSTALLER — CONDUITS - — VERIFY SIZES & QUANTITIES • Klli 4' SCH. 80 0 S GALV. PIPE1 N - — _ GRAVEL FlLL 3/8' LMR 400 COAX IN 2' PVC CONDUIT -' 4" INSTALLED BY OTHERS - MIN1. -0 MIN. TO DEI MIN. . f 2'-0' VERIFY G1 SCALE: GPS MOUNTING DETAIL 1 /2" - UTILITIES TRENCH 2 SCALE: 1/2' - 1'-0' LL AND HBASE) ° a°' =I� =11MATC $ Z ? MASONRY WALL ° I . III III= ONVERED CONC. -I — n — � (N) CONC. SLAB R TRENCH RUN GROUN ONDUCTORDIN ONE I I I—III I I I I IIII I ° CONDUIT W/ CABLING I I -I I I=III- io (E) GRADE a ° ° d I a ° BACK FILL TRENCH W/ SAND AT 4-4' PVC CONDUITS %\//\//\//\ d DRW WAY ONLY 8" 1'-8" 8' USE 2x4 TREATED WOOD STAKES TO ALIGN 3'-0' CONDUIT AS REQUIRED \/j\//\//\/ PROVIDE DRAIN HOLE IN BOTTOM OF EACH CONDUIT AT LOWEST POINT IN CONDUIT RUN FROM TOWER TO EQUIPMENT - REFER TO SITE ELEVATION q X CABLE TRENCH yiy9l_/4' - 1'-0" G SITE EDGE DETAIL SCALE: 3/4' - 1'-0" AT WALL verizonl AJ W N ti I.I. Ua) W W F.. a Z Z 0) 0 OZ) W) 'ic F- O W) V * WH M J 2i _J a W mo fi W (INa O V 0 APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION 02.12.16 p ARC 5 `I TH w I EXP. DAT : 06/30/16 I I ARCHCOMM, LLC. 1006 Beckett j San Antonio, Texas 78213 (210( 308-9905 TBPE NO. F-15659 j SHEETTITLE GENERAL DETAILS SHEET HISTORY 01.26.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION D 1 00 GENERAL NOTES: GN -1 THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (2012) AS AMENDED, AND APPLICABLE INDUSTRY STANDARDS (AISC, AG, EIC.). GN -2 DESIGN CRITERIA: DEAD (AADS - THE WEIGHT OF THE MATERIALS FORMING THE PERMANENT PART OF THE STRUCTURE. A SUPERIMPOSED DEAD LOAD OF 5 PSF HAS BEEN APPLIED FOR MECHANICAL DUCTS, CONDUITS, CEILING, ETC. WIND LOADS - PER IBC SECTION 1809 ULTIMATE DESIGN WIND SPEED (3 SECOND GUST). V-uR ..... 115 MPH NOMINAL DESIGN WIND SPEED, V-aud ................89 MPH EXPOSURE CATEGORY ................... ....... C RISKCATEGORY ............................. II GN -3 THE STRUCTURE HAS BEEN DESIGNED TO RESIST DESIGN LOADS ONLY AS A COMPLETED STRUCTURE. CONTRACTOR SHALL CONSIDER ALL LOADS APPLIED TO THE PARTIALLY COMPLETED STRUCTURE AND PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS ARE MADE ANY PROPOSED APPLICATION OF CONSTRUCTION LOADS WHICH EXCEED THE DESIGN LOADS WILL REQUIRE REANALYSIS AND PROBABLE REDESIGN. GN -4 PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND FABRICATOR SHALL VERIFY ALL QUANTITIES, DIMENSIONS AND CONDITIONS AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. GN -5 VERIFY REQUIREMENTS OF OTHER TRADES PRIOR TO PROCEEDING WITH FABRICATION OR INSTALLATION OF MATERIALS. GN4 UTILITIES PENETRATING BUILDING SHALL BE STRUCTURE, USING SLEEVE JOINTS, BENDS, LOOPS, ETC. TO PERMIT MOVEMENTS DUE TO EXPANSIVE UNDERLYING SOILS. GN -7 THE ENGINEER SHALL NOT HAVE CONTROL OF, AND SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. GN -8 ASSUMPTIONS HAVE BEEN MADE BY THIS OFFICE REGARDING EXISTING CONDITIONS. ACTUAL CONDITIONS MAY VARY FROM THOSE ASSUMED. THE CONTRACTOR IS TO REPORT ANY SUCH DISCREPANCIES TO THE ENGINEER FOR POSSIBLE MODIFICATIONS NEEDED TO THE CONTRACT DRAWINGS BEFORE PROCEEDING WITH FURTHER WORK. REINFORCED CONCRETE MASONRY NOTES: MN -1 ALL CONCRETE MASONRY SHALL CONFORM TO THE "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES; ACI 530. MN -2 CONCRETE MASONRY UNITS (CMU) SHALL BE HOLLOW, LOAD BEARING LIGHTWEIGHT UNITS CONFORMING TO ASTM 090 GRADE N. TYPE 1. UNITS SHALL BE FEATHERLITE UNITS OR APPROVED EQUAL REFER TO MASONRY WALL DETAIL SHEET FOR TYPE OF MASONRY UNIT. MN -3 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. HORIZONTAL JOINT REINFORCING SHALL BE TRUSS TYPE CONFORMING TO ASTM 82. HOT DIP GALVANIZE JOINT REINFORCING AFTER FABRICATION TO COMPLY WITH ASTM A153, CLASS B2. MN -4 MORTAR Stall CONFORM TO ASTM C270, TYPE V. MN -5 GROUT FOR FILLING CELLS SHALL CONFORM TO ASTM C476. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. MN -6 REINFORCED CMU SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF f m-1,500 PSI. COMPRESSIVE WALL DESIGN STRENGTH (fm) SHALL BE VERIFIED BY INDEPENDENT TESTING LAB BY PRISM TESTS BEFORE MASONRY CONSTRUCTION BEGINS. MW7 PROVIDE GROUTED REINFORCED VERTICAL CELLS AND HORIZONTAL BOND BEAMS AT WALL TOP EDGES, CORNERS, FREE ENDS, AND OTHER LOCATIONS WHERE SHOWN ON DRAWINGS. REINFORCE EACH GROUTED CELL AND BOND BEAM WITH 1-14 BAR CONTINUOUS (REINFORCE LINTELS AS SPECIFIED BELOW). PROVIDE MATCHING DOWELS IN FOUNDATION FOR VERTICAL REINFORCEMENT WITH 40 DIAMETER EMBEDMENT AND 40 DIAMETER LAP SPLICE. MN -8 BASIC VERTICAL REINFORCEMENT FOR EXTERIOR WALLS SHALL BE /4 O 24'o.c. (EVERY 3rd VERTICAL CELL). REINFORCE EVERY OTHER HORIZONTAL MASONRY JOINT (VERTICAL SPACING OF 18"o.c.) WITH JOINT REINFORCING (3/18 INCH SIDE RAILS AND 3/18 INCH CROSS TIES), OVERLAP 8' AT SPLICES. CONCRETE NOTES: CN -1 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 'SPECIFICATION FOR STRUCTURAL CONCRETE BUILDINGS' AND ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.' CN -2 CONSTRUCTION TOLERANCES SHALL CONFORM TO ACI 117 'STANDARD TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS.' CN -3 CONTRACTOR SHALL DESIGN, CONSTRUCT, ERECT, SHORE, BRACE AND MAINTAIN FORM WORK ACCORDING TO ACI 301. WOOD FORM WORK SHALL BE 12 COMMON OR BETTER PLYWOOD, EXPOSED SURFACES SHALL BE NEW OR LIKE NEW MOISTURE RESISTANT FIR FORM PLYWOOD. LIGHTLY COAT FORMS WITH NON -STAINING FORM OIL, REMOVE SURPLUS OIL FORM EXPOSED FACES 6' MINIMUM BELOW FINISH GRADE CNS REINFORCING STEEL SHALL BE DOMESTIC NEW BILLET STEEL CONFORMING TO ASTM A615 GRADE 60, EXCEPT TIES AND STIRRUPS MAY BE GRADE 40. BARS DESIGNATED AS CONTINUOUS SHALL BE LAPPED 40 BAR DIAMETERS. WELDED WIRE FABRIC SHILL CONFORM TO ASTM A185 AND SHALL BE LAPPED 8" MINIMUM AT SPLICE POINTS OR 1 1/2 MESHES, WHICHEVER IS GREATER. CN -5 PORTLAND CEMENT SHALL COMPLY WITH ASTM C-150, TYPE 1. FLY ASH SHALL CONFORM TO ASTM C-818. NORMAL WEIGHT AGGREGATE SHALL COMPLY WITH ASTM C33. WATER SHALL BE POTABLE AND COMPLY WITH ASTM C94. CN -6 CONCRETE SHALL BE NORMAL WEIGHT, LABORATORY DESIGNED TO DEVELOP MINIMUM SPECIFIED 28 DAY COMPRESSIVE STRENGTH AND PROPORTIONED AS FOLLOWS: SLAB ON GRADE: 3ODD PSI, 5 SACKS OF CEMENT PER CUBIC YARD, 1 1/2' MAXIMUM AGGREGATE, MAXIMUM SLUMP OF 5". FLY ASH IS LIMITED TO A MAXIMUM 20% CEMENT REPLACEMENT BY WEIGHT. CN -7 ALL REINFORCING STEEL SHALL BE FREE OF RUST, SCALE, AND DRIED CONCRETE, AND SHALL BE ACCURATELY BENT AND SECURELY TIED INTO POSITION TO PREVENT MOVEMENT DURING CONCRETE PLACEMENT. RAISING REINFORCEMENT DURING POUR WILL NOT BE PERMITTED. CN -8 CONCRETE COVER SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: A. CONCRETE CAST AGAINST EARTH - 3' B. CONCRETE EXPOSED TO EARTH OR WEATHER: BARS 3/4' AND LARGER IN DIAMETER - 2 INCHES BARS SMALLER THAN 3/4" DIAMETER - 1 1/2' C. CONCRETE NOT EXPOSED TO WEATHER OR GROUND: SLAB ON GRADE - 1 1/2' FROM TOP OF SLAB CN -9 SET AND BUILD ANCHORAGE AND OTHER EMBEDDED ITEMS INTO FORM WORK AS REQUIRED FOR OTHER WORK THAT IS ATTACHED TO OR SUPPORTED BY CONCRETE. COORDINATE WITH OTHER DISCIPLINES. CN -10 CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM 0-94 "STANDARD SPECIFICATION FOR READY -MIXED CONCRETE" CH -11 CONCRETE WHEN DEPOSITED SHALL HAVE A TEMPERATURE NOT BELOW 50'F OR ABOVE 9717. APPROPRIATE MEASURES SHALL BE TAKEN TO MAINTAIN TEMPERATURE RANGE AND PREVENT WATER EVAPORATION FOR 5 DAYS AFTER PLACEMENT. SALT OR OTHER CHEMICALS SHALL NOT BE ADDED TO PREVENT FREEZING. CN -12 CONCRETE SHALL BE CONVEYED TO AND DEPOSITED IN FORM WORK NEAR ITS FINAL POSITION, WITH A FREE VERTICAL DROP NOT EXCEEDING 3 FEET. PLACE CONCRETE IN 12 INCH MAXIMUM LAYERS AND COMPACT EACH LAYER BY MECHANICAL VIBRATING. CH -13 SCREEDING, RE -STRAIGHTENING, AND FINISHING OPERATIONS SHALL COMPLY WITH ACI 302.111. COORDINATE ALL FINISHES WITH ARCHITECTURAL DRAWINGS AND FLOOR FINISH REQUIREMENTS. CAREFULLY TOOL ALL EXPOSED EDGES. CN -14 CURE CONCRETE FOR AT LEAST SEVEN DAYS BY MOISTURE CURING, SEALED MOISTURE RETAINING COVER CURING, OR A CLEAR WATERBOURNE CURING COMPOUND CONFORMING TO ASTM C309. CN -15 SIDE FORMS MAY BE REMOVED AFTER CUMULATIVE CURING AT NOT LESS THAN 57F FOR 24 HOURS AFTER PLACING CONCRETE. CN -16 PATCH HONEYCOMB, TIE HOLES, AND MINOR DEFECTS WITH ONE PART CEMENT AND TWO PARTS SAND IMMEDIATELY AFTER REMOVING FORMS. verizonv/ J ar W 6i. ~ � a a O 0:3 W) O W) F Z 'k w V U) o og J z� J �o W M a.W IL a O O V V APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION 02.12.`16 OF' qr *� x r DARRELL J. I EHWIN ........... .y- 87 4i .► ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 (210) 308-9905 TBPE NO. F-15659 SAM TITLE NOTES MASONRY SHEET HISTORY 01.25.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION D2 (EWEQUIPMENT I �— $AW–CUT & REMOVE (E) CONCRETE SIDEWALK A I. (N) CONC. FOUNDATION I I (N) PAIR 111:1METAL GATES — 0 DD O DD D 3/D2-2 5'-4' MASONRY OPENING 4'-0' MASONRY WALL PLAN 1 SCALE: 1/8" - –0' REINFORCED FIRST TWO CELLS 1/2' SEALED EXPANSION EACH SIDE OF JOINT W/ 1 #4 JOINT W/ SHEAR KEY VERTICAL AND GROUT FlFILL :1 El 0 w... L�j J a SEALANT J MASONRY WALL REINF. O 24' O.C. VERT'L FACE BRICK AS ACROSS BOTH SELECTED BY OWNER MASONRY WYTHES n ALL EXPANSION JT. 7 E: 3/4" - t'-0" FACE BRICK AS SELECTED BY OWNER 0 �a GROIN\L-AEI FARCE CELLS W/CAVITY FULL – 4 4"O SCHED. 80 GALV. POST 8" REINF. CMU N GROUT FULL EMBEDDEDEL SIN FOUNDATION MASONRY WALL REINF. m 18" O.C. VERTICAL D6GATE JAMB DETAIL SCALE: 3/4" – 1'-0' REFER TO SITE PLAN FOR GATE WIDTH POST IN INSIDE BORE 3"x1"TURNBUCKLE HOLE FOR ROD N CONTRACTOR MAY SUBMIT ALTERNATIVE GATE PLAN FOR OWNER'S CONSIDERATION. BIDDERS SHALL BASE BID ON DETAIL SHOWN ABOVE qyffA�TE/e DETAIL ' - 1'-0' REFER TO SITE PLAN FOR QUANTITY do TYPE OF GATE OR GATES REQUIRED GROUT CAVITY FU/� LL / SMR EA. SIDE MASONRY WALL REINF. O 18' O.C. VERT'L 8" REINF. CMU -TYP. KEYED CMU -REINFORCE CELLS W/ FACE BRICK AS SELECTED BY OWNER CORNER DETAIL 5 SCALE: 3/4' - 1'-0' 0 GATE POST BEDDED IN 11 FOUNDATION 18'x1 4" STEEL BE ED AME – PAINT m1 -SAG RODS rH TURN BUCKLES PULLS W/ CHAIN LOCK ON OTHER )E OF, GATT 11/2 PR. HINGES BRICK TO MATCH EXISTING - ( COMP0EQU1 UNDO k 0 a 0 F-1 SEALANT dt I BACKER ROD BOTH SIDES F & TOP PLAN AT EXISTING WALL 4 SCALE: 3/4' - 1'-0" BRICK CAP TO MATCH EXISTING e' BOND BEAM – REINF. W/1–#4 BAR CONTI. PROVIDE BRICK TIES O 18' MASONRY WALL JOINT O.C. VERT. 5e REINF. O 18' O.C. c 32" HORIZ. I VERTICALLY 1 NOTE: IF MORE THAN : " 4' OF CONCRETE TS' t ` FOUNDATION WILL -11111=�j- SHOW, CONSTRUCT III�J1= BRICK LUG DEPTH AS REQUIRED CONCRETE FOOTING – SEE S1 DWALL SECTION 3SCALE: 1/2' - 1'-0' verizonv/ J W 0 T QXrn .i. Lu N�. a Ii OD N O N H V Z LU u) M J z-1 J �o Lu m J li W CL O ° V 0 APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION 02.12.16Or I 40 1 .......... ZO DARRELL J. LEHMANN 87794` 1 ONALF i ARCHCOMM, L.L.C. 1006 Beckett j San Antonio, Texas 78213 (210)308-9905 TBPE NO. F-15659 SHEET TITLE MASONRY WALL PLAN & SECTIONS SHEET HISTORY 01.25.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION i i D2=1 8" REINF. CMU WALL PROVIDE #4 CONTI. VERTICAL BAR WEEPS 4" Im 11 REINF. O 2'-0" O.C. SET WIDE x 1 I IN GROUTED CMU CELLS BRICK COURSE & UP INTO BOND BEAM HIGH O APPROX. 48' O.C. GROUT II #4 DOWELS TO MATCH BETWEEN VERT. WALL REINF. WITH BRICK & CMU 2'-0" LAP SPLICE 49 AT Ek WEEP H'Ill ttfl CONCRETE SLAB REFER TO STRUCTURAL TOP OF SLAB NOTE: IF MORE THAN : " 4' OF CONCRETE TS' t ` FOUNDATION WILL -11111=�j- SHOW, CONSTRUCT III�J1= BRICK LUG DEPTH AS REQUIRED CONCRETE FOOTING – SEE S1 DWALL SECTION 3SCALE: 1/2' - 1'-0' verizonv/ J W 0 T QXrn .i. Lu N�. a Ii OD N O N H V Z LU u) M J z-1 J �o Lu m J li W CL O ° V 0 APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION 02.12.16Or I 40 1 .......... ZO DARRELL J. LEHMANN 87794` 1 ONALF i ARCHCOMM, L.L.C. 1006 Beckett j San Antonio, Texas 78213 (210)308-9905 TBPE NO. F-15659 SHEET TITLE MASONRY WALL PLAN & SECTIONS SHEET HISTORY 01.25.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION i i D2=1 MASONRY TIES O 16" O.C. VERT. AND 32' O.C. HORIZ. 5'-4" OPENING ( WELD BOTH SIDES 3'x4'xi 4'x8'-4' GALV. STEEL ANGLE CLOSURE GALV. GATE HOOK BOLTED & SPOT WELDED TO GATE POST - 4' 0 SCHED. 80 GALV. GATE POST WELDED TO BASE PLATE - CAP TOP 2'x8"x1/4" STEEL TUBE GATE FRAME 1'-0'x 8'x 1/2' GALV. STEEL BASE PLATE —\ W!A`�7Ia1 GALV. BASE PLATE BELOW WELDERS CABLE CAD WELDED TO GATE POST do GATE —J JT. REINF. AT 16' O.C. VERT. STONE FACE TO MATCH EXISTING BUILDING L— 4"X 3 8" " STEELL PLT 3 1' CHOR CLS Fl;ST r6LTSCBAR ELLS FULL GATE POST DETAIL - HIGH SCA WALL REINF. AT 16' O.C. VERT. STONE FACE TO MATCH EXISTING BUILDING STONE CAP COURSE w2 1/2* .� WELD ALL BOLTS CHO AROUND --Ilk f4 T- ter-- r--- Oo •• •� •• l: I• •1 •• I •1 I • 1• 1• f LL CMU WALL " 3/8' ANCHOR BOLT AT FI DEBAR AT 12't O.C. VERT. FlELD CELLS 1" 3" GROUND WIRE CAD WELDED TO GATE POST GATE POST DETAIL - LOW 3 SCALE 1 1/2" - 1'-0" STEEL PLIMYS' ,,,,,,,,,,,,,,•,,,,,,, v STONE IRY ATCrH NG TO M :,�IW 1pml M TO GATE �I I I WELD DO: K1 f WELD DE I li I I III ..• I ATE / WALL DETAIL -HIGH �)—! LE: 1 1/2' - 1' 3" PVC PIPE ° p ° ° p 3/8" ANCHOR BOLTS p ° (4 PER PLATE) GATE / WALL DETAIL -LOW 4 SCALE:1 1/2• - 1'-0' CMU WALL 7 CONC. SLAB I 13 4 WELDI , EE I I STONE MASONRY 1 TO H EXISIIN9 1 p I� Dp BUILDING D I n GAL SlTL DE I II I I I I " ( I STTL3 CL URE 11 WELDERS GATE H K II WELI,D I I I GA GATE II II 3416' STL HINGE �-- 2'X3'X1 4' II 1ER LEAF REQ.11 f STL GATE FRAME I GROUND WIRE CAG I— L WELDED AT GATE I f IED GR R w I STL. BASE PLATE PVC PIPE ° p ° ° p 3/8" ANCHOR BOLTS p ° (4 PER PLATE) GATE / WALL DETAIL -LOW 4 SCALE:1 1/2• - 1'-0' CMU WALL 7 CONC. SLAB verizonv J a W ti OC �, _ wW o� W) O �° 0 Lu U) J z -J! J coo W M� aW CL IL O 0 V APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION 02.12.16\1tr OF Its, w 'Z�, • ri 0 DARRELL J. LEHMANN � 87794 II� ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 (210) 308-9805 TBPE NO. F45659 SHEET TITLE GATE DETAILS SHEET HISTORY 01.26.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION I i D2-2 D D p p Dp i D verizonv J a W ti OC �, _ wW o� W) O �° 0 Lu U) J z -J! J coo W M� aW CL IL O 0 V APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION 02.12.16\1tr OF Its, w 'Z�, • ri 0 DARRELL J. LEHMANN � 87794 II� ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 (210) 308-9805 TBPE NO. F45659 SHEET TITLE GATE DETAILS SHEET HISTORY 01.26.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION I i D2-2 a 0 E N ^l 0 0 r -i FRONT ELEVATION 1 SCJILE:3/8" - 1'-0" O NORTH WALL (N) CMU WALL (N) BRICK FACE MTS P1000 HS UNISTRUT aSCJPLAN VIEW ILE:3/8" = 1'-0" O NORTH WALL NOTE: REFER TO DETAIL THIS SHEET FOR BOX SIZE 3/4" PLYWOOD INSTALLED BY CONTRACTOR 0 QUADRAPLEX ° OUTLET ^ 8 88 :0 0 08 TEL00 CABINET GROUND EXHAUST VENT ISOLATED BUS BAR MOUNTED INSIDE TELCO BOX TELCO GROUND BAR GROUND TELCO BOX DETAIL 5 SCALE 3/4" - it -ON REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL & TELCO PANELS de CONDUIT SIZES. REFER TO GROUNDING PLANS FOR CABINET GROUNDING FRONT ELEVATION 3 SCALE 3/8' -0" O EAST WALL i.A ........... i..� ...,...-. �...� aSCALE: PLAN VIEW 3/8" = 1'-0" O EAST WALL IMAGE BELOW WAS TAKEN FROM ADVANCED LIGHTNING TECHNOLOGY, INC. (A.LL) PRODUCT GUIDE (VOLUME 3) Telco Box All Telco Boxes carry a NEMA 3R rating and come with a hinged cover. Catalog Dimensions options Weight No. (in.) (lbs.) 5950-24x24.-16 2.i x24 x16 Includes mounting 6$ studs and installed ; locking Thandle -' backing'plelu not incluthl. 5950-3006x12 30 x 36 x 12 Includes mourning IIA studs and installed h?ckiag `1=haidie - backing plate not incluikd. 5950-36x36x12 36 x 36 x 12 Includcs hxkine T ' 122 handle and waxl backboard. 5950-36x4Ax12 16 x 48 x 12 includes mounting 160 studs and Installed loekhig'Fhaulle - backing plane not inhaled. NOTE: CONTRACTOR SHALL VERIFY THE REQUIREMENTS 6 4NC LCO BOX SCAN FOR A TELCO BOX AT THIS SITE WITH THE PROJECT MANAGER BEFORE ORDERING. PROVIDE TELCO BOX ALE ONLY AS REQUIRED. verizon'll, J a W OC �, � a � a O o' 1-0 Z LU u) C 5 ,. J 2i -1 J �o W M .; a W 0. IL ♦O V APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION 02.12.16 °e w Q EXP.' DAT :`08/30/16 I i i ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 (210) 308-9905 TBPE NO. F45659 i SHEET TITLE UTILITY FRAME DETAILS i SHEETHISTORY 01.25.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION I I I ®3 I Mqh 1. SET T—POSTS AND EXCAVATE 4' x 4' TRENCH UPSLOPE ALONG UNE OF T—POSTS. (SEE NOTE 1) 2. SECURE VNRE FENCING TO T -POSTS (SEE NOTE 2) 3. ATTACH FILTER MATERIAL TO WIRE FENCE AND EXTEND IT INTO THE TRENCH. (SEE NOTE 3) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL SE+ )VOTE 4 PLAN PLAN 3' (� Npyk y I POINTS• 1 BE HIGHER THAN POINTOR AT TOP ll JL ll IIa1L ll--11-1L-IL I. 1!c_ 1 4 i t -I s S',`1 •Ss •;f �, �%- FIS ay♦sf, 8. SC MIN. f� ? CONSTRUCTION NOTES 1. SET STEEL T -POSTS SPACED A MAXIMUM OF 6 FEET APART AND EMBEDDED A MINIMUM OF 12 INCHES. 2. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO T -POSTS WITH WIRETIES. 3. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24 INCHES AT TOP AND MIDSECTION. 4. MINIMUM HEIGHT OF FILTER SHOULD BE 18 INCHES AND A MAXIMUM OF 36 INCHES ABOVE NATURAL GROUND. 5. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED 6 INCHES AT THE T -POSTS AND FOLDED. REINFORCED FILTER FABRIC BARRIER SCALE. N.T.S. 1. SET T -POSTS AT REWIRED SPACING 2. EXCAVATE A 4'x4' TRENCH UPSLOPE ALONG THE LINE OF T—POSTS. 3. ATTACH FILTER MATERIAL TO T -POSTS AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE 1) T -POSTS SHALL BE MEDIUM DUTY, 13 GAUGE STEEL WITH GREEN POWER COAT FINISH. 14 GAUGE 'LI' POSTS MAY BE SUBSTITUTED FOR T -POSTS. 2) THE CONTRACTOR SHALL UTILIZE THESE DETAILS AS APPROPRIATE TO THE INDIVIDUAL PROJECT. GENERAL NOTES 4 SCALE: N.T.S. EXIST'G GROUND 50' MIN. PUBLIC GHT—OF—WA SEPARATION GEOTEXTILE e' MIN. FABRIC FOR FULL VNDTH GRADED TO PREVENT AND LENGTH OF EXIT RUN—OFF FROM LEAVING SITE PROFILE EXTENSION INTO TRENCH. FLOW .ILTER FABRIC III VIII •,,y�i, ►i.yiii,i. EXTENSIONALTERNATE V -TRENCH INTO TRENCH. FILTER FLOW VIII III e M 1;�ANr J_ rl 1. STEEL T -POST TO BE SET AT MAXIMUM SPACING OF 3 FEET AND EMBEDDED A MINIMUM OF 8 INCHES. IF PREASSEMBLED FENCE WITH SUPPORT NETTING IS USED, SPACING OF T -POSTS MAY BE INCREASED TO 8 FEET MAXIMUM. 2. ATTACH FILTER FABRIC TO T -POSTS. FILTER FABRIC FENCE SHALL HAVE A MINIMUM HEIGHT OF 18 INCHES AND MAXIMUM HEIGHT OF 36 INCHES ABOVE NATURAL GROUND. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHOULD BE OVERLAPPED 6 INCHES AT THE T -POSTS AND FOLDED. FILTER FABRIC BARRIER 2 SCALE. N.T.S. EXISTING GROUND PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT -OF -WA 50' M COARSE AGGREGATE CONSTRUCTION NOTES 1. LENGTH SHALL BE AS SHOWN ON THE CONSTRUCTION DRAWINGS, BUT NOT LESS THAN 50 FEET. 2. THICKNESS SHALL BE NOT LESS THAN 6 INCHES. 3. WIDTH SHALL BE NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS. 4. STABILIZATION FOR OTHER AREAS SHALL HAVE THE SAME AGGREGATE THICKNESS AND WIDTH REQUIREMENTS AS THE STABILIZED CONSTRUCTION EXIT, UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION DRAWINGS. 5. STABILIZED AREA MAY BE WIDENED OR LENGTHENED TO ACCOMMODATE A TRUCK WASHING AREA. AN OUTLET SEDIMENT TRAP MUST BE PROVIDED FOR THE TRUCK WASHING AREA. STABILIZED CONSTRUCTION EXIT SCALE. N.T.S. verizonv J ar W N Y7 Ii ~ IL o MW) O N f- Z V * Lu M o g ... J Z J J �o W M� a. w IL O V APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION i 02.12.16 � a b A# 1 W 1 1 Q I D EXP. DAT :08/30/16 i i i i ARCHCOMM, LLC. 1006 Beckett j San Antonio, Texas 78213 (2101308-9905 TBPE NO. F-15659 SHEET TITLE EROSION CONTROL SHEET HISTORY 01.25.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION I s D4 I I 0 N v 0 0 E CA 0 t16'—O" VERIFY (E) SIDEWALK TO REMAIN (E) CMU & BRICK WALL &!2FUNDATION PLAN m 1 /4" • 1'-0" 4 NORTH In CHAMFER OR/—MASONRY DOWELS TO MATCH TOOLED RADIUS AT ALL VERTICAL WALL REINF. EXPOSED CORNERS 2 +4 HORIZ.IN CENTER OF FINISHED GRADE BEAMS DEEPER THAN 3'-0" iv SITE FINISH I /3 O 12" O.C.E.W. I ----------T---------- II i I I I a ° REINFORCING 2 #5 HORIZ. TOP dt BOTTOM W/ I I I I i I I —4#5 BARS (2 TOP 02 J3 STIRRUPS O 18" SPACING, TYP I I BOTTOM) W/ 40 BAR Z W % /// // // a 1 I 11 DIAMETER LAP AT CORNER \\ \\/\\/� ° / /\\/\\/\\/ BUILD UP TO BOTTOM OF SLAB I II a 3� 'i//\//\//�/ % ///\//\// / W/ SELECT FILL (EQUAL TO CONNECTIONS SPECIFICATION TYPE 'A', I3 BEAM STIRRUPS AT L —.T- — — — — GRADE 1 OR 2) COMPACTED TO I I 1 B" O.C. —EYP. —I I= I- I I III—I I—I I—I I 90% MOD PROCTOR DENSITY, I—I III—III=III— ASTM D 1557. IN B" MAX. LIFTS. I BEAM REINFORCEMENT: 2 1/2 IT J= III—I —III—III—I I (2) ¢5 BMS AT TOP AND BOTTOM —LAP SPLICES THE AREA OCCUPIED BY THE FOUNDATION I I CLEAR EYP. 1'-0" IN I i SHALL BE 24" MIN. PLUS 2'-0-. REMOVE A MINIMUM OF 8" TOPSOIL INCLUDING ALL ORGANIC MATERIALS. �pTII ROOTS. ETC. SCARIFY SUBGRADE 6' AND RECOMPACT TO 95% STD. PROCTOR ASTM D 698 CORNER DETAIL FOOTING DETAIL 2 SCALE:3/4' • 1'-0' SCALE 3/4" - 1'-0" 4 SECTION SC1LE:3/4" — 1'-0" verizoml . W u/ I.f. ~ T !QN � a p?W O W) F V r Z D a cz c J Z J J wo W M j 1i W a. IL O ♦1 V V APPROVALSiGNATURES LANDLORD LEASING CONSTRUCTION 02.12.1 6��X : din io DARRELL J."LEHfuIANN 00 $7%94 AQ 'rk aPJAI.- ARCHCOMM, L.L.C. 1006 Beckett San Antonio, Texas 78213 (210) 308-9905 TBPE NO. F-15659 SHLET TITLE FOUNDATION PLAN & DETAILS SHEET HISTORY 01.26.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION S1 N M I CONCRETE AND REINFORCING STEEL NOTES: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST—IN—PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. REPLACE 20% CEMENT CONTENT BY WEIGHT WITH FLYASH. ASTM C-618 \ F__ — — I 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60 FOR PRIMARY REINFORCING AND GRADE 40 FOR STIRRUPS AND TIES, DEFORMED. SPLICES SHALL BE CLASS 'S' AND ALL HOOKS SHALL BE STANDARD. ALL UNLESS NOTED OTHERWISE. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS- -on CONCRETE GIST AGAINST EARTH 3 IN. 4/S1 _ — I 5/89x1'-6" DOWELS O 24' O.C. I — I 1/2' SETTLED EXP. IT. 3/S1 CONCRETE EXPOSED TO EARTH OR WEATHER: 08 AND LARGER 2 IN. 5 AND SMALLER do WWF CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT GIST AGAINST THE GROUND: SLAB ON GRADE 1 1/2' FROM TOP 5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. — (EE CSURE D �N SAW—CUT do REMOVE I- (T) SIDEWALK AT (N) CNC. FOUNDATION I S. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL. O O 7. FOUNDATION DESIGN IS BASED ON SOIL WITH 2000 PSF BEARING CAPACITY. IF EXISTING SOIL DOES NOT HAVE A MINIMUM 2000 PSF BEARING CAPACITY, CONTRACTOR SHALL EXTEND PERIMETER BEAM TO REACH SOIL WITH MINIMUM 2000 PSF BEARING CAPACITY. (E) SIDEWALK TO REMAIN (E) CMU & BRICK WALL &!2FUNDATION PLAN m 1 /4" • 1'-0" 4 NORTH In CHAMFER OR/—MASONRY DOWELS TO MATCH TOOLED RADIUS AT ALL VERTICAL WALL REINF. EXPOSED CORNERS 2 +4 HORIZ.IN CENTER OF FINISHED GRADE BEAMS DEEPER THAN 3'-0" iv SITE FINISH I /3 O 12" O.C.E.W. I ----------T---------- II i I I I a ° REINFORCING 2 #5 HORIZ. TOP dt BOTTOM W/ I I I I i I I —4#5 BARS (2 TOP 02 J3 STIRRUPS O 18" SPACING, TYP I I BOTTOM) W/ 40 BAR Z W % /// // // a 1 I 11 DIAMETER LAP AT CORNER \\ \\/\\/� ° / /\\/\\/\\/ BUILD UP TO BOTTOM OF SLAB I II a 3� 'i//\//\//�/ % ///\//\// / W/ SELECT FILL (EQUAL TO CONNECTIONS SPECIFICATION TYPE 'A', I3 BEAM STIRRUPS AT L —.T- — — — — GRADE 1 OR 2) COMPACTED TO I I 1 B" O.C. —EYP. —I I= I- I I III—I I—I I—I I 90% MOD PROCTOR DENSITY, I—I III—III=III— ASTM D 1557. IN B" MAX. LIFTS. I BEAM REINFORCEMENT: 2 1/2 IT J= III—I —III—III—I I (2) ¢5 BMS AT TOP AND BOTTOM —LAP SPLICES THE AREA OCCUPIED BY THE FOUNDATION I I CLEAR EYP. 1'-0" IN I i SHALL BE 24" MIN. PLUS 2'-0-. REMOVE A MINIMUM OF 8" TOPSOIL INCLUDING ALL ORGANIC MATERIALS. �pTII ROOTS. ETC. SCARIFY SUBGRADE 6' AND RECOMPACT TO 95% STD. PROCTOR ASTM D 698 CORNER DETAIL FOOTING DETAIL 2 SCALE:3/4' • 1'-0' SCALE 3/4" - 1'-0" 4 SECTION SC1LE:3/4" — 1'-0" verizoml . W u/ I.f. ~ T !QN � a p?W O W) F V r Z D a cz c J Z J J wo W M j 1i W a. IL O ♦1 V V APPROVALSiGNATURES LANDLORD LEASING CONSTRUCTION 02.12.1 6��X : din io DARRELL J."LEHfuIANN 00 $7%94 AQ 'rk aPJAI.- ARCHCOMM, L.L.C. 1006 Beckett San Antonio, Texas 78213 (210) 308-9905 TBPE NO. F-15659 SHLET TITLE FOUNDATION PLAN & DETAILS SHEET HISTORY 01.26.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION S1 CL E a GENERAL NOTES 1. ALL GROUND WIRES SHOWN SHALL BE #2 SOLID TIN PLATED COPPER UNLESS OTHERWISE IDENTIFIED. 2. ALL EXPOSED GROUND LEADS TO BE IN 1/2' SEAL TIGHT W/ SILICONE. 3. PROVIDE CHEMICAL GROUND RODS WHEN DRIVEN RODS ARE NOT PRACTICAL OR WHERE A STANDARD 5 OHMS RESISTANCE CANNOT BE OBTAINED AT THE SITE. LOCATION SHALL BE DETERMINED ON SITE BY PROJECT MANAGER. 4. AFTER SITE GROUNDING IS COMPLETED THE GROUNDING INSTALLATION SHALL TEST AT 5 OHMS OR LESS. GROUNDING LEGEND —o— CRIMPED CONNECTION — GROUND WIRE/GROUND RING �— EXOTHERMIC CONNECTION WELD 0 MECHANICAL CONNECTION (TWO HOLE LUGS TYP.) 4-0 5/8'0x8'-0' GALVANIZED STEEL GROUND ROD TO BE MIN. 8' TO MAX. 12' RUNNING WIRE LENGTH APART. CAD WELDED TO GROUND LOOP 4@ GROUND RING INSPECTION WELL C _ 20' CHEMICAL GROUND ROD IN AN INSPECTION WELL, PLACE VERTICALLY OR HORIZONTALLY 7-111� TINNED COPPER GROUND BAR 1'-6" MIN. TOP OF SITE FINISH TOP OF COMPACTED BASE =LBACK FILL W/ NATIVE SOIL FROM TRENCH #2 AWG BARE SOLID COPPER (TINNED) WIRE GROUND RING GROUND RING TRENCH 2 SCALE:3/4' - Call DigTESS dial '811" [au Know what's 17e)OW.9 Call before you dig. (N) EQUIP. GROUND BAR 1 GROUND TO GROUND RING & 1 GROUND TO TOWER GROUND BAR --\ (N) GROUND ROD BE MIN. 8' AND MAX. 12' RUNNING WIRE LENGTH APART (N) GATE JUMPERS TYPICAL GROUND TO GATE POST EQUIPMENT GROUNDING PLAN SCALE: 1/4" - 1'-0" 4 NORTH (N) TOWER GROUND RING 2 (N) GROUNDS AT4 TOWER BASE PLATE 1 / r 1 � PROVIDE DEDICATED;GROUND TO GROUND ROD FMETER — REFER TO.DRAWINGS FOR LOC r � (N) TOWER GROUND RING \ '� IN) GROUND NSPECTION POIRT (N) TOWER GROUND BAR — 1 GROUND TO GROUND RING & 1 GROUND THRU ICE BRIDGE TO SHELTER GROUND BAR I PGROUND ROD BE MIN. AND MAX. 12' RUNNING WIRE LENGTH APART TOWER GROUNDING PLAN 2 scALE: 1/4' - —0" 4 NORTH verizon-V/ AJ W N� a Q O* o = W)V W) z 'k w rn O og J Z J W m� (LW a. a O V 0 APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION 02.12.16 Apr u w EXP. ` DAT :`" 08/30/16 A ^2 ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 (210) 3084905 TBPE NO. F45659 SHEET TITLE GROUNDING PLAN SHEET HISTORY 01.25.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION G 1 / T PROVIDE GROUND TO O2 — — — �— GROUND LEADS PER EACH— EL ELECT. DRAWINGS FOR TO NUMBER & LOCATIONS EQUIPMENT CABINET NEW AND FUTURE PROVIDE DEDICATED GROUND TO GROUND ROD FOR TO EL. I I I rel rel r.l rmm)I I DER RAWINGS FORK LOCATION I I I l I I (N) GROUND RING INSPECTION PORT CHEMICAL GROUND ROD AS REQUIRED (N) GATE JUMPERS TYPICAL GROUND TO GATE POST EQUIPMENT GROUNDING PLAN SCALE: 1/4" - 1'-0" 4 NORTH (N) TOWER GROUND RING 2 (N) GROUNDS AT4 TOWER BASE PLATE 1 / r 1 � PROVIDE DEDICATED;GROUND TO GROUND ROD FMETER — REFER TO.DRAWINGS FOR LOC r � (N) TOWER GROUND RING \ '� IN) GROUND NSPECTION POIRT (N) TOWER GROUND BAR — 1 GROUND TO GROUND RING & 1 GROUND THRU ICE BRIDGE TO SHELTER GROUND BAR I PGROUND ROD BE MIN. AND MAX. 12' RUNNING WIRE LENGTH APART TOWER GROUNDING PLAN 2 scALE: 1/4' - —0" 4 NORTH verizon-V/ AJ W N� a Q O* o = W)V W) z 'k w rn O og J Z J W m� (LW a. a O V 0 APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION 02.12.16 Apr u w EXP. ` DAT :`" 08/30/16 A ^2 ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 (210) 3084905 TBPE NO. F45659 SHEET TITLE GROUNDING PLAN SHEET HISTORY 01.25.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION G 1 d PREFAB COVER/BOX SIM. TO ADVANCED LIGHTING TECHNOLOGY #3110 FINISH GRADE CONDUCTOR TO GROUND RING VERTICAL OR HORIZONTAL CHEMICAL GROUND ROD - REMOVE ALL TAPE FROM VENT HOLES & TURN OVER TO PROJECT MANAGER BENTONITE BACKFILL AROUND ROD IN TRENCH CHEMICAL GROUND ROD/ INSPECTION WELL 1 SCALE 3/4" - 70- 0 0 z rLa 0 U r 0 Z z W &2 AWG BARE, TINNED, SOLID, COPPER CONDUCTOR TEST LOOP A.LT. MODE. 3160 PVC GROUND TEST WELL & COVER PARALLEL TYPE EXOTHERMIC WELD TO GROUND RING AT GROUND ROD SOAWGRE LED COPPER WIREED EXTERIOR GROUND RING II I III 1- WIDE SLOT IN PVC PIPE FOR GROUND WIRE EXTEND _I 2- ABOVE GROUND WIRE (BOTH SIDES) CRUSHED ROCK INSIDE BELOW L AND AROUND SLEEVE - EXOTHERMIC WELD SHALL REMAIN VISIBLE FROM ABOVE —REMOVABLE COVER r -TOP OF SITE FINISH M .m dr I 5/8'x8'-00 GALV. STEEL GROUND ROD GALVANIZED STEEL GROUND/ ROD INSPECTION WELL 2 SCALE -1 /2- - 1'-0' GATE POST TO GA ASND POST( )-- � J I BURNISH, CAD WELD M_POF do FINISH W/ GALV. PAINT SOUDNCTEPLA— -.j' --- GROUND WIRE TO LOOP - ------T -- PVC SLEEVE --4-- 1 .I 7T TO GROUND LOOP _ I I I i TE POST GROUNDING &G 1. - 1'-0- 14-6- o o NOTE! ALL ELECTRICAL WIRING AND GROUND BARS AT THIS SITE ARE GALVANIZED STEEL OR ALUMINUM - NO COPPER USED! O O SITE "GROUNDING" SIGN 3SCALE: 1 1/2• - 1'-0- verizonl J a W 0 Y� ~ T N a .� c � W) O Z W) F- V_ Z V � o og J z� J �o W M li W a O ♦i V V APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION 02.12.16 1 1< 6,AgC w lT EXP. DAT 06/30/16 4 ^2 ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 (210) 308-9905 TBPE NO. F45659 SHEET T= GROUNDING DETAILS SHEET HISTORY 01.26.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION G 2 ..j NOTE: ADD APPROPRIATE TOWER / ANTENNA AIR TERMINAL IN ORDER TO OBTAIN 45 CONE OF PROTECTION OVER NEW ANTENNAS. TOP OF AIR TERMINAL SHOULD NOT EXCEED MAXIMUM ALLOWABLE BY GOVERNING AUTHORITIES. ON EXISTING TOWERS, DO NOT INCREASE OVERALL HEIGHT WITHOUT WRITTEN AUTHORIZATION. COAX TO EQUIPMENT BELOW COAX GROUND TO TOP OF TOWER GROUND BAR (N) ANTENNAS TOP OF TOWER 1 BAR BONDED TO (N) COAX CABLE GROUND WIRES 7T0 LOWER GROUND BAR 01/0 AWG ALUM. CONDUCTOR IN FLEX -PVC FROM GRADE TO GROUND BAR -TOWER STRUCTURE - VERIFY TYPE (N) COAX CABLES GROUND WIRES BOND TO TOWER EVERY 75'-0" I H ANTENNA TO COMMUNICATIONS EQUICOAX CABLE FROMIPPMENT COAX CABLES EQUIPMENT 2 LUG BOLT CONNECTIONS TYPICAL AT LOWER GROUND BAR IN) LOWER COAX GALV. STEEL GROUND BAR BONDED TO TOWER AT BASE PORT (EXTERIOR MOUNTED) EXOTHERMIC COPPER/STEEL WELD WHERE LIDS THAN 18" TO FIN. GRADE FINISH GRADE #2 AWG SOLID COPPER (TINNED) WIRE - - — EXOTHERMIC WELD TO TOWER BASE & GROUND RING - 2 PER MONOPOLE, MECHANICAL ALUMINUM/ ^i 1 PER LEG ON SELF-SUPPORT & COPPER SPLICE RATED FOR GUY TOWERS DIRECT BURIAL - SEE 6/G4 i^ �2 AWG SOLID, TINNED, COPPER EXOTHERMIC WELD COPPER PART �` GROUND RING & LEADERS W/ OF CABLE TO GROUND RING 6 G4 EXOTHERMIC WELD CONNECTIONS TYPICAL BELOW GRADE TOWER _ EQUIPMENT GROUND RING ` GROUND RING COPPER CLAD STEEL GROUND RODS TYP.� — — — � 1 — � — — — — — 2 CONNECTIONS BETWEEN TOWER & EQUIPMENT GROUND RING VERIFY THE EXISTENCE AND VIABILITY OF ANY EXISTING TOWER GROUNDING SYSTEMS. CHECK FOR THE EXISTENCE OF VARIOUS ELEMENTS AS SHOWN HEREIN. WHERE THE EXISTING GROUNDING IS INADEQUATE, PROVIDE ADDITIONAL GROUNDING ELEMENTS SIMILAR TO THAT SHOWN. WHERE EXISTING CONDITIONS SIGNIFICANTLY DIFFER FROM THAT SHOWN CONTACT THE PROJECT MANAGER/ARCHITECT FOR ADDITIONAL INSTRUCTIONS PRIOR TO PERFORMING ADDITIONAL WORK. BEFORE COMMENCING ANY ADDITIONAL WORK THAT WILL AFFECT THE CONTRACT PRICE CONTACT THE PROJECT MANAGER. TOWER GROUNDING DIAGRAM 1 SCALE: NONE 1. IN SO FAR IS PRACTICAL AND TO AFFORD MAXIMUM PROTECTION TO THE SITE, ALL ELECTRICAL CONDUCTORS PROVIDING POWER TO AND THROUGHOUT THE SITE AND GROUND CONDUCTORS SHALL BE ALUMINUM. ALL GROUND BARS SHALL BE GALVANIZED STEEL. WHERE ACCESS IS SECURE (I.E., BURIED GROUND RINGS, LEADS, AND INSIDE SHELTERS & EQUIPMENT CABINETS, ETC.) COPPER MAY HAVE LIMITED USE. 2. ABOVE GRADE GROUNDING CONDUCTORS SHALL BE ALUMINUM AND GROUNDING CONDUCTORS INSTALLED BELOW GRADE SHALL REMAIN COPPER. 3. COPPER JOINTS, SPLICES OR CONNECTIONS SHALL BE AS INDICATED IN THE CONSTRUCTION DOCUMENTS. COPPER TO COPPER AND COPPER TO STEEL CONNECTIONS SHALL BE EXOTHERMIC WELD OR MECHANICAL AS DESIRED. ANY CONNECTIONS THAT ARE BELOW GRADE (I.E., GROUND RINGS. LEADS, ETC.) OR OTHERWISE NOT ACCESSIBLE SHALL BE EXOTHERMIC WELDS AS ARE PRACTICAL. HOWEVER, NO EXOTHERMIC WELDS SHALL BE MADE TO ANY GALVANIZED STEEL TOWER ELEMENT WHERE THE SIDE OPPOSITE THE WELD IS NOT ACCESSIBLE FOR INSPECTION (I.E.. MONOPOLE, PIPE OR TUBE SECTIONS). 4. ALLUMINUM-ASSOCIATED CONNECTIONS SWILL BE APPROPRIATELY RATED MECHANICAL CONNECTIONS. THE DISSIMILARITY OF ALUMINUM WITH COPPER AND STEEL MAKES THE USE OF EXOTHERMIC WELDS IMPRACTICAL WHERE ALUMINUM CONDUCTORS ARE CONCERNED. 5. ANY ALUMINUM CONDUCTORS LOCATED CLOSER THAN 18" TO GRADE SHALL BE PROTECTED BY WATERPROOF INSULATION. ANY ALUMINUM CONDUCTOR CONNECTIONS LOCATED CLOSER THAN 18" TO GRADE SHALL BE TREATED AS A WATERPROOF CONNECTION RATED FOR DIRECT BURIAL. ELECTRICAL CONDUCTORS 2 SCALE: NONE IMAGE WAS TAKEN FROM ALLTEC CORPORATION PRODUCT CATALOG N NOTE: DELETE ISOLATORS ON TOP OF TOWER GROUND BAR & LOWER GROUND BAR 1/4"x60x20" GALV. STEEL GROUND BAR - ALLTEC PART NO. TB-76GO2-20 (OR APPROVED EQUAL)` 3 GALV. STEEL GROUND BAR SCALE: NONE PROVIDE SHRINK WRAP 24" LONG FOR SECOND WATER TIGHT COVER TO ABOVE GRADE Fig' 1 LAYER SHRINNKK�WRAPISECOND F,g 2_ MUM OF 20" ABOVE FINISHGRADE. FSE USIT WATERTIGHT/ Ca1�ogffom u� UNDERGROUND SPLICE KITS VwdW Rambff I hbxlmm I Mh mum For all Aluminum or 9 Copper/Aluminum zo 1 1 CtOIY binc`111oT15 'IIf1,.41i�d ttr l%t t WATERTIGHT/UNDERGROUND SPLICE KIT SCALE: N.T.S. BURNDY TYPE UGSKIT verizon,ol J 0. W o ti IL 0* O? wA I—O Z* V LU u) 95 Z.. J za J �o W M� liLU I. IL 0 ° V 0 APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION 02.12.16 4 IL p Ae, 11' EXP.' DAT :`08/30/18 ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 (2101308-9905 TBPE NO. F-15659 SHEET TITLE TOWER GROUNDING DETAILS SHEET HISTORY 01.25.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION G 3 D 1. CLEAN SURFACES TO BE WELDED OF ALL PAINT, DIRT, MOISTURE, TAP ARES CORROSION AND OTHER FOREIGN MATTER. 2. MAKE APPROPRIATE WELDED CONNECTION REFER TO DETAILS).— USE MANUFACTURER'S WRITTEN RECOMMENDATIONS. 3. IF WELDED MATERIALS HAVE A GALVANIZED FINISH. APPLY A PROTECTIVE COLD GALVANIZE COATING. GROUND RING (00"UOUS) GROUNDING CONDUCTOR GROUND RING R DUND / ; \ (CONTINUOUS) I TWO HOLE LONG BARREL DETAIL -A DETAIL- B / LUG PRESSION GROUND RING TEE OF HORIZONTAL RUN CONNECTION OR AND TWO TAP CABLES PLICE EXOTHERMIC — — WELD JOINT, GROUND RING (COMINUO" GROUND ROD — GALV. STEEL PIPE EXOTHERMIC WELD JOINT - FIN. GALV. STEEL BEAM, CHANNEL, PLATE, WELD EXOTHERMIC TAB OR OTHER WELD JOINT\ FRAME MEMBER— APPLY COLD GALV. COATING AFTER INSTALLATION GROUND WIRE DETAIL -C TEE OF HORIZONTAL RUN DETAIL -E PIPE CONNECTION GROUND RING (CONTINUOUS' EXOTHI WELD , APPLY COLD GALV. COATING AFTER INSTALLATION DETAIL -G TAP CABLE TO GROUND RING DETAIL -D MISC. STEEL CONNECTION DETAIL -F GROUND BAR CONNECTION T1WELD CONNECTION DETAILS SCALE: NONE MINIMUM GROUNDING CONDUCTOR RADIUS 2 SCALE: N.T.S. ANTENNA CABLE � 12� TO 24� WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT 6 AWG STRANDED Cu WIRE WITH REEN, 60OV, THWN INSULATION (GOROOUUNDEDD TO GROUND BAR) (SEE NOTES: 1. DO NOT INSTALL CABLE GROUND KR AT A BEND AND ALWAYS tE DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE (TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) CABLE GROUND KIT 3 SCALE: N.T.S. 8 AWG STRANDED Cu RE WITH GREEN, 600V, THWN INSULATION GALV. STEEL GROUND BAR ON WALL, FLOOR OR ON ANTENNA TOWER 0 0 2 LUG CONNECTION 2 LUG CONNECTION ALUMINUM GROUN CONDUCTOR. EXOTHERMIC W TO BURIED GROUND RING COAX CABLE GROUND BAR 4 SCALE N.T.S. TWO—HOLE LANG BARREL HEX BOLT COMPRESSION LUG LOCK WASHER 06 OR #2 GROUND FLAT WASHER TO MATING WIPE EXCESS GROUND BAR FLAT WASHER �— LOCK WASHER HEX NUT INSTALLATION NOTES: ALL BOLTS, WASHERS AND NUTS SHALL BE STAINLESS STEEL SELECT BOLT LENGTH TO PROVIDE A MINIMUM TO TWO EXPOSED THREADS. BURNISH MOUNTING SURFACE TO REMOVE ALL FOREIGN RESIDUE IN THE AREA OF LUG CONTACT. APPLY ANTI—OXIDANT COMPOUND TO MATING SURFACES OF LUG AND WIPE CLEAN EXCESS COMPOUND. USE 1/4" HARDWARE FOR ATTACHMENT TO METAL ENCLOSURES do 3/8" FOR ATTACHMENT TO GROUND BARS. GROUND CONNECTION DETAIL 5 SCALE: N.T.S. FINISH GRADE #1/0 AWG ALUM. EXTEND SECOND LAYER OF c� WIRE CONDUCTOR SHRINK WRAP TO 20" ABOVE FINISH GRADE MINIMUN H m x COMPRESSION METAL MECH. SPLICE KR SIM. 0. SCREWS TO BURNDY TYPE UGSKIT COMPLETE W/ SHRINK—WRAP SLEEVES FOR DIRECT BURIAL - - INSTALL PER MANUF, RECOMMENDATIONS 2 LAYERS SHRINK— WRAP SLEEVES — %2 AWG TINNED COPPER WIRE WATERTIGHT/UNDERGROUND 6 SPLICE DETAIL SCALE: N.T.S. FINISH GRADE #2/0 AWG COPPER GROUND CONDUCTOR TO FENCE POST — TYPICAL- NOTE - CONTRACTOR WILL LEAVE CONNECTION EXPOSED UNTIL INSPECTION BY PROJECT WALL OF MANAGER IS COMPLETE. STEEL PI EXOTHERMIC WELD TO PIPE WALL CONNECTION AT POST DETAIL 7 SCALE: N.T.S. verizon� AJ W n rn 2 �Lu LL c m W) o �o W) * W V N M og „ J z� J �o W m J IL W I a O ° V ♦♦ V APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION 02.12.16 D ARC 4 Y THa r u w' EXP.' DAT 08/30/16 4&^2 ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 (210) 308-9905 TBPE NO. F-15659 SHEET TrFLE CONNECTION DETAILS SHEET HISTORY 01.26.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION G4 (E) CONCRETE DRIVE \ �(E) GRASS (E) ELEC. 2 1 PULL BOX (E) ELEC PAD (N) - NEW LESSEE (E) = EXISTING (F) - FUTURE 3 (E) COVERED WALKWAY (E) BASEBALL FIELD (E) FENCE TO REMAIN r—(E) CONCRETE PAD & BENCH BUILDNG 1AI _ 4 (E) 5'-0 UTILITY — J EASEMENT—/---, ASEMENT _ I _— d0'-0" ACCESS o VIUTY EASEMENT LESSEE LEASE ,AREA---\ ) i (N) TOWER/LIGHT POLE (E) LIGHT POLE�— f— TO BE REMOVED / SITE PLAN 30'-0" NORTH (N) 12'-0"x16'-0" (192 S.F.) LESSEE LEASE AREA (E) CONCRETE PAD & BLEACHERS ROUTE OF (N) UNDERGROUND CABLING (E) FENCE TO REMAIN (E) CONCRETE PAD & BENCH / / (E) BASEBALL FIELD —\ KEYED NOTES 0 -4 1. ELECTRICAL CONTRACTOR WILL VERIFY THE EXACT SIZE, VOLTAGE, PHASES, ETC. WITH THE ELECTRICAL POWER COMPANY. NO WORK WILL BE STARTED UNTILL THE ELECTRICAL REQUIREMENTS ARE CONFIRMED. 2. COORDINATE WITH POWER COMPANY FOR UTILIZE EXISTING 150 KVA, PAD MOUNTED TRANSFORMER TO FEED VERIZON EQUIPMENT. REFER TO SHEET E3 FOR DETAILS. 3. APPROXIMATE ROUTE FOR UNDERGROUND COMMERCIAL POWER FROM EXISTING PAD MOUNTED TRANSFORMER TO VERIZON EQUIPMENT. REFER TO POWER RISER DIAGRAM FOR WIRE AND CONDUIT SIZES AND DETAILS. 4. COORDINATE WITH VERIZON FOR EXISTING TELCO LOCATION. 5. APPROXIMATE LOCATION FOR NEW CHEMICAL GROUND ROD. REFER TO ARCHITECTURAL SHEET FOR DETAILS. 6. APPROXIMATE LOCATION FOR NEW EMERGENCY POWER PLUG. REFER TO SHEET E2 AND E3 FOR ADDITIONAL INFORMATION. `TECHNICAL ADVISORS 610 James Drive Richardson, Texas 75080 Voice 972 437-9999 Fax 972 437-6338 10221 Desert Sands Suite 200 San Antonio, Texas78216 Voice 210 375-1000 Fax 210 375-1001 TA Project Number TA32.1 Registration # F-3964 verizon/ J ar W IJP cn a O o' 0 Z * WU o J Z J J �o W a LU a. a O V APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION M*4 Vii a +R 9 � DATE: 02112/2016 Z^2 ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 (210) 306-9905 TBPE NO. F45659 SHEET TITLE SITE PLAN SHEET HISTORY 01.25.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION E 1 -.*'—(E) RAISED CONCRETE TELCO BOX GPS I TELCO I IN N) SLAB (N)2"C I 0000 TELCO 4 TELCO (N) CABINET (N) CABINET (N)2"C I 3 POWER Ol POWER I I 5 2 (N) 2"C TELCO { FROM (E) TELCO FFlBERME (N) UTILITY MUX I _,JOr FR UT KEYED NOTES 0 DISCONNECT MTS PANED BOARD 'P' TVSS 0 (N) 2'C 1 EMER ENCY POWER i ) II- EMERGENCY PLUG 00 (N) 2„ I \ \ COMM TIAL POWER I __ I� ROUTE OF (N) UNDERGROUND \ CU)RBOTO REMAIN NCRETE \ 1 CABLING - 4-3" PVC CONDUITS � I I � I � I (E) UTILITY f I (E 5'-0" I \ U LITY EASEMENT (E) 5'-0" UTILITY I \ EASEMENT I I (N) 10'-0" ACCESS-_ -_ -_I \ I & UTILITY i EMENJ�I� \ I I I I I (E) CONCRETE SIDEWI4LK I EQUIPMENT PLAN 1/4" = 1'-0" 4 NORTH (N) = NEW LESSEE (E) = EXISTING (F) - FUTURE 1. REFER TO SHEET E3 FOR RARTIAL ELECTRICAL POWER RISER DIAGRAM. 2. REFER TO ARCHITECTURAL SHEETS FOR EXACT TELCO ROUTING. 3. COORDINATE AND VERIFY ALL FINAL LAYOUT OF EQUIPMENT WITH VERIZON. 4. NEW UNDERGROUND SERVICE ENTRANCE. INSTALL 2" CONDUIT WITH CONDUCTORS FROM EXISTING PAD MOUNTED POWER TRANSFORMER TO NEW VERIZON UTILITY METER. CONDUIT SHALL BE SCHEDULE 80 PVC FOR ABOVE GROUND LEVEL (BOTH ENDS) AND UTILIZE SCHEDULE 40 PVC ENCASED WITH RED -DYE CONCRETE FOR UNDERGROUND PORTION. 5. NEW UNDERGROUND 2" SCHEDULE 40 PVC ENCASE WITH RED -DYE CONCRETE TELCO CONDUIT WITH PULLWIRE FROM EXISTING TELCO PED TO NEW TELCO BOX ON UTILITY FRAME. REFER TO SHEET E3 FOR ALL WIRING AND CONDUIT CONNECTION SIZES `TECHNICAL r ADVISORS` 610 James Drive Richardson, Texas 75080 Voice 972 437-9999 Fax 972 437-6338 10221 Desert Sands C Suite 200 R San Antonio, Texas78216 p Voice 210 375-1000 Fax 210 375-1001 TA Project Number TA32.15 9 R Registration # F-3964 verizonl J 0. W r 0 ti CL . oZo L0 O L0 Z * W v U, o Ck* o� J zJ J ;G W a ILI 0. a O ° v V APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION #4 f44 IST DATE; 0211212016 4 ^2 ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 (210)308-9905 TBPE NO. F-15659 SHEET TITLE DETAIL SITE PLAN SHEET HISTORY 01.25.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION E 2 N EXISTING 150 WA. POWER TRANSFORMER. CONNECT TO SECONDARY SIDE OF TRANSFORMER DISC. SWITCH (N) 2#3/0, 1#3/ON, 1 #6G, 2"C (N) 2"C - SCHEDULE 40 PVC UNDERGROUND - POWER WITH 2#3/0, 1#3/ON, & 1#6G, AWG CONDUCTORS GENERAL NOTES: 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST NATIONAL ELECTRICAL AND BUILDING CODES AND ALL OTHER CODES HAVING JURISDICTION. ALL WIRE SHALL BE TYPE THWN COPPER, MINIMUM SIZE #12 AWG, EXCEPT CONTROL WIRING. OR OTHERWISE NOTED. ELECTRICAL CONTRACTOR SHALL CONNECT GROUNDS FROM ELECTRICAL EQUIPMENT ENCLOSURES TO EXTERNAL GROUND LOOP. CIRCUIT GROUNDS SHALL BE ISOLATED FROM EQUIPMENT GROUND AND SHALL BE ROUTED ISOLATED THROUGH TO THE GUTTER. REFER TO GROUNDING SHEETS FOR DETAILS. ELECTRICAL CONTRACTOR SHALL PAY FOR AND COORDINATE ELECTRICAL SERVICE UPGRADES WITH LOCAL UTILITY COMPANY. CONTRACTOR SHALL FILL TRENCH EXCAVATIONS AS NOTED IN TRENCHING NOTES OF THESE DOCUMENTS. REFER TO ARCHITECTURAL SHEET FOR DETAILS. STUB UP LOCATIONS FOR ELECTRICAL AND TELEPHONE SHALL BE COORDINATED WITH LESSEE. CONTRACTOR SHALL PROVIDE ALL TEMPORARY POWER ON JOB SITE INCLUDING ENTRY CONDUCTORS, METER AND DISCONNECTS AS REQUIRED. IF POWER COMPANY TEMPORARY SERVICE IS NOT AVAILABLE, CONTRACTOR SHALL PROVIDE A 1OKW MINIMUM SIZE GENERATOR TO SUPPLY DEMAND. COORDINATE EXACT ROUTE OF UNDERGROUND CONDUITS WITH LOCAL UTILITY COMPANY PRIOR TO INSTALLATION. IF NECESSARY. TELCO CABINET, PANEL 'P', TVSS, EQUIPMENT PLATFORM, EQUIPMENT ON PLATFORM ARE PROVIDED BY OTHERS AND ARE SHOWN FOR REFERENCE ONLY. CIRCUITS P-5 AND P-11 CIRCUITED TO PANEL V. SPOT ALL UNDERGROUND UTILITIES AND SPECIALTY ITEMS SUCH AS GROUND RODS AND GROUND RINGS PRIOR TO DIGGING. ITEMS ARE NOT LIMITED TO THE ABOVE. DAMAGED ITEMS SHALL BE REPAIRED AT NO ADDITIONAL COST TO OWNER. BACKFILL AND PATCH TO MATCH EXISTING CONDITIONS, REFER TO 'TRENCHING' IN THIS PROJECT'S DOCUMENTS. CONTRACTOR SHALL COORDINATE ELECTRICAL EQUIPMENT BONDING WITH EXTERNAL GROUND RING WITH CONTRACTOR PERFORMING THE WORK ON THE GROUNDING PLANS. REFER TO "G" SHEETS FOR ALL GROUNDING DETAILS (N) - NEW LESSEE (E) = EXISTING (F) = FUTURE (N) 200A MTS (N) 1#2G (N) #2/COPPER STDED, SHIELDED PANEL 'P' TVSS (N) 3#1, 1#6G, (N) GFCI W/P J 2"C - POWER RECEPTACLE (N) 3#3/0, 1#6G. 2"C EMERGENCY POWER L J--► I ` / (APPLETO N#AR2 04U 4R ON OUTSIDE LESSEE WALL TORK #502HH 60 MINUTE TIMER IN WP ENCLOSURE LEVITON # 4925-2 (N) TELCO (N) MOD BOX COMMUNICATION EQUIPMENT (P-11) (N) 2"C - TELCO 1 TELCO (N) 2"C - SCHEDULE 40 PVC TELCO CONDUIT WITH PULLWIRE FROM (E) TELCO BOARD TO (N) TELCO BOARD Partial Electrical Power Riser Diaaram Scale: KEYED NOTES O 1. REFER TO ARCHITECTURAL SHEET FOR EXACT LOCATION OF TELCO AND CHEMICAL GROUND ROD. 2. REFER TO ARCHITECTURAL SHEET & SHEET E1 & E2 FOR LOCATION. TENANT PANEL NAME; P HUBBELL OUTDOOR LIGHTING MODELW7HB. LOAD ANALYSIS SPAULDING SUPflTTER AASF AND TEN N (N VERIZON HOUSE METER N 200A, 240V, (�p� 3W, S/N, REDUCER 285 -B -4 -GR. DISTRIBUTION IS FULL CUTOFF, DARK SKY FRIENDLY CIRCUIT (P-13). PROVIDE ALL MOUNTING HARDWARE. SEE KVA DEMAND KVA AMPS WSA NEMA 3 .3 PROVIDE A FUSED 0200A ARCHITECTURAL FOR FURTHER DETAILS. 'VERIZON' 1 1.0 LABEL I r- (N) 3#3/0, 1#6G, 2"C N EXISTING 150 WA. POWER TRANSFORMER. CONNECT TO SECONDARY SIDE OF TRANSFORMER DISC. SWITCH (N) 2#3/0, 1#3/ON, 1 #6G, 2"C (N) 2"C - SCHEDULE 40 PVC UNDERGROUND - POWER WITH 2#3/0, 1#3/ON, & 1#6G, AWG CONDUCTORS GENERAL NOTES: 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST NATIONAL ELECTRICAL AND BUILDING CODES AND ALL OTHER CODES HAVING JURISDICTION. ALL WIRE SHALL BE TYPE THWN COPPER, MINIMUM SIZE #12 AWG, EXCEPT CONTROL WIRING. OR OTHERWISE NOTED. ELECTRICAL CONTRACTOR SHALL CONNECT GROUNDS FROM ELECTRICAL EQUIPMENT ENCLOSURES TO EXTERNAL GROUND LOOP. CIRCUIT GROUNDS SHALL BE ISOLATED FROM EQUIPMENT GROUND AND SHALL BE ROUTED ISOLATED THROUGH TO THE GUTTER. REFER TO GROUNDING SHEETS FOR DETAILS. ELECTRICAL CONTRACTOR SHALL PAY FOR AND COORDINATE ELECTRICAL SERVICE UPGRADES WITH LOCAL UTILITY COMPANY. CONTRACTOR SHALL FILL TRENCH EXCAVATIONS AS NOTED IN TRENCHING NOTES OF THESE DOCUMENTS. REFER TO ARCHITECTURAL SHEET FOR DETAILS. STUB UP LOCATIONS FOR ELECTRICAL AND TELEPHONE SHALL BE COORDINATED WITH LESSEE. CONTRACTOR SHALL PROVIDE ALL TEMPORARY POWER ON JOB SITE INCLUDING ENTRY CONDUCTORS, METER AND DISCONNECTS AS REQUIRED. IF POWER COMPANY TEMPORARY SERVICE IS NOT AVAILABLE, CONTRACTOR SHALL PROVIDE A 1OKW MINIMUM SIZE GENERATOR TO SUPPLY DEMAND. COORDINATE EXACT ROUTE OF UNDERGROUND CONDUITS WITH LOCAL UTILITY COMPANY PRIOR TO INSTALLATION. IF NECESSARY. TELCO CABINET, PANEL 'P', TVSS, EQUIPMENT PLATFORM, EQUIPMENT ON PLATFORM ARE PROVIDED BY OTHERS AND ARE SHOWN FOR REFERENCE ONLY. CIRCUITS P-5 AND P-11 CIRCUITED TO PANEL V. SPOT ALL UNDERGROUND UTILITIES AND SPECIALTY ITEMS SUCH AS GROUND RODS AND GROUND RINGS PRIOR TO DIGGING. ITEMS ARE NOT LIMITED TO THE ABOVE. DAMAGED ITEMS SHALL BE REPAIRED AT NO ADDITIONAL COST TO OWNER. BACKFILL AND PATCH TO MATCH EXISTING CONDITIONS, REFER TO 'TRENCHING' IN THIS PROJECT'S DOCUMENTS. CONTRACTOR SHALL COORDINATE ELECTRICAL EQUIPMENT BONDING WITH EXTERNAL GROUND RING WITH CONTRACTOR PERFORMING THE WORK ON THE GROUNDING PLANS. REFER TO "G" SHEETS FOR ALL GROUNDING DETAILS (N) - NEW LESSEE (E) = EXISTING (F) = FUTURE (N) 200A MTS (N) 1#2G (N) #2/COPPER STDED, SHIELDED PANEL 'P' TVSS (N) 3#1, 1#6G, (N) GFCI W/P J 2"C - POWER RECEPTACLE (N) 3#3/0, 1#6G. 2"C EMERGENCY POWER L J--► I ` / (APPLETO N#AR2 04U 4R ON OUTSIDE LESSEE WALL TORK #502HH 60 MINUTE TIMER IN WP ENCLOSURE LEVITON # 4925-2 (N) TELCO (N) MOD BOX COMMUNICATION EQUIPMENT (P-11) (N) 2"C - TELCO 1 TELCO (N) 2"C - SCHEDULE 40 PVC TELCO CONDUIT WITH PULLWIRE FROM (E) TELCO BOARD TO (N) TELCO BOARD Partial Electrical Power Riser Diaaram Scale: KEYED NOTES O 1. REFER TO ARCHITECTURAL SHEET FOR EXACT LOCATION OF TELCO AND CHEMICAL GROUND ROD. 2. REFER TO ARCHITECTURAL SHEET & SHEET E1 & E2 FOR LOCATION. TENANT PANEL NAME; P RATING; 225A LOAD ANALYSIS 22 120/240 2P 3W DESCRIPTION KVA DEMAND KVA AMPS WSA LIGHTING .3 200A MC8 .3 RECEPTACLES 1.0 1 1.0 POWER CABINET 19.2 1 19.2 HVAC 0 1 0 OTHER 1 0 1 1 0 TOTAL 1 1 20.51 85.4 200 NOTES: 1. CONNECT TVSS TO CIRCUIT 2.4. PROVIDE BREAKER AS SPECIFIED BY TVSS MANUFACTURER. BREAKER IS SHOWN FOR BIDDING PURPOSES ONLY. MINIMIZE LEAD LENGTH FROM TVSS TO PANELBOARD. 2. PROVIDE A FEED-THRU LUGS PANELBOARD. NEW CHEMICAL GROUND ROD MASTER GROUND BAR GR. HALO •(N) 1#2/00, 1 1/4"C PROVIDE CAD WELD BOND LTECHNICAL ADVISORS 610 James Drive Richardson, Texas 75080 Voice 972 437-9999 Fax 972 437-6338 10221 Desert Sands Suite 200 San Antonio, Texas78216 Voice 210 375-1000 Fax 210 375-1001 TA Project Number TA32.15 Registration # F-3964 verizonvI AJ I.� as r W o N ti I.L X4� i 1�- IL o�LO O Lf! H (.� r ZLU o G � � J Z -J J�o LU liLU 0. IL O � ♦ V V APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION 41' 1F O ST` d L DATE: 02/1212016 Z^2 ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 (210)308-9905 TBPE NO. F45659 SHEET TITLE PARTIAL ELECTRICAL POWER RISER DIAGRAM SHEET HISTORY 01.25.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION E3 PANEL NAME; P RATING; 225A KAIC; 22 VOLTAGE; 120/240 PHASE; SINGLE MAIN: 200A MC8 ENCLOSURE TYPE NEMA 3R SURFACE MOUNT BUS; FED-THRU LUGS CRC EQUIPMENT INA BREAKER A BREAKER KVA EQUIPMENT CRC NO TRIP POLE TRIP POLE NO POWER CABINET 9.6 100/2 60/2 TVSS 3 9.6 4 5 RECEPTACLE 0.2 20/1 20/1 SPARE 6 7 MAINTENANCE RECEPTACLE 0.2 20/1 20/1 SPARE T- 9 MAINTENANCE RECEPTACLE 0.2 20/1 20/1 SPARE 10 11 QUAD RECEPTACLE TELCO 0.4 20/1 20/1 SPARE 12 13 LIGHTS 0.3 20/1 20/1 SPACE 14 15 SPARE - 20/1 20/1 SPACE 16 17 SPARE - 20/1 20/1 SPACE 18 19 SPARE - 20/1 20/1 SPACE 20 PHASE A LOAD; 10.2 KVA AVERAGE AMPS; 85.4 PHASE B LOAD; 10.3 KVA TOTAL LOAD; 20.5 KVA NOTES: 1. CONNECT TVSS TO CIRCUIT 2.4. PROVIDE BREAKER AS SPECIFIED BY TVSS MANUFACTURER. BREAKER IS SHOWN FOR BIDDING PURPOSES ONLY. MINIMIZE LEAD LENGTH FROM TVSS TO PANELBOARD. 2. PROVIDE A FEED-THRU LUGS PANELBOARD. NEW CHEMICAL GROUND ROD MASTER GROUND BAR GR. HALO •(N) 1#2/00, 1 1/4"C PROVIDE CAD WELD BOND LTECHNICAL ADVISORS 610 James Drive Richardson, Texas 75080 Voice 972 437-9999 Fax 972 437-6338 10221 Desert Sands Suite 200 San Antonio, Texas78216 Voice 210 375-1000 Fax 210 375-1001 TA Project Number TA32.15 Registration # F-3964 verizonvI AJ I.� as r W o N ti I.L X4� i 1�- IL o�LO O Lf! H (.� r ZLU o G � � J Z -J J�o LU liLU 0. IL O � ♦ V V APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION 41' 1F O ST` d L DATE: 02/1212016 Z^2 ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 (210)308-9905 TBPE NO. F45659 SHEET TITLE PARTIAL ELECTRICAL POWER RISER DIAGRAM SHEET HISTORY 01.25.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION E3 ELECTRICAL SPECIFICATIONS: (NOT ALL NOTES M" APPLYI GEML: THE WORK INCLUDED UNDER THIS SPECIFICATION SHALL FURTHER INCLUDE THE FURNISHING OF ALL MATERIALS AND EQUIPMENT IN THE PERFORMING OF LABOR AND SERVICES NECESSARY FOR A COMPLETE INSTALLATION OF AN ELECTRICAL SERVICE AND GROUNDING SYSTEMS FOR AN UNMANNED TELECOMMUNICATION FACILITY, INCLUDING ALL RELATED SYSTEMS AND ACCESSORIES FOR THE CONTEMPLATED SITE, AS SHOWN BY THE DRAWINGS AND HEREINAFTER SPECIFIED. ALL WORK COVERED UNDER THIS SPECIFICATION SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE, N.F.P.A. 70, AND STANDARDS OF NATIONAL, STATE, AND LOCAL AGENCIES AND SHALL COMPLY WITH THE APPLICABLE ORDINANCES AND REGULATIONS. THE CONTRACTOR SHALL SECURE AND OBTAIN ALL PERMITS AND LICENSES REQUIRED FOR THE PROJECT AND SHALL PAY ALL FEES IN CONNECTION WITH PERMITS, LICENSES AND BONDS TO LOCAL AUTHORITIES AS REQUIRED. VISIT THE SITE OF THE PROPOSED WORK AND CAREFULLY EXAMINE THE EXISTING CONDITIONS AND LIMITATIONS THEREOF, INCURRED THROUGH LIMITATIONS OF THE EXISTING CONDITIONS. THE CONTRACTOR SHALL BECOME FAMILIAR WITH ALL REQUIREMENTS OF THE PROJECT AND SITE, AS SPECIFIED IN THE ENGINEERING DRAWINGS, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT/ENGINEER BEFORE INITIATING SITE WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF SPACE AVAILABLE AND THE SPECIFIED EQUIPMENT. RECOMMEND CHANGES TO LOCATION OF THE ELECTRICAL SERVICE, EQUIPMENT AND MATERIALS TO ALLOW THE COMPLETE INSTALLATION OF THE PROJECT. MAINTAIN EXISTING SERVICES AND STRUCTURES IN A SERVICEABLE CONDITION. THE DATA IS SHOWN AS ACCURATELY ON THE DRAWINGS AS THE SCALE WILL PERMIT. EACH BIDDER SHALL INCLUDE ADEQUATE FUNDS IN HIS BID PRICE TO COVER THE INSTALLATION AND CONNECTIONS OF ALL UTILITIES AND THE RELOCATION OF ALL EXISTING ELECTRICAL UTILITIES WHETHER SHOWN ON PLAN OR NOT. TEMPORARY ELECTRICAL SERVICE SHALL BE PROVIDED BY CONTRACTOR. EXACT LOCATION SHALL BE COORDINATED WITH THE LOCAL POWER COMPANY. SHOULD TEMPORARY POWER FROM POWER COMPANY NOT BE AVAILABLE, CONTRACTOR SHALL PROVIDE A MINIMUM IOKW GENERATOR FOR TEMPORARY DEMAND. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND WORK, SUCH AS SERVICE ENTRANCE CONDUCTORS, METER, METER ENCLOSURE, FEEDERS, CONDUITS, DISCONNECTS, PANELBOARD, CIRCUIT BREAKERS, LIGHTING, GUTTER, EMERGENCY GENERATOR RECEPTACLE, CABLE TRAY, TRANSFER SWITCH, TELEPHONE BOX, CONCRETE CORING, WALL PENETRATIONS, TRENCHING AND BACKFILL. THE CONTRACTOR SHALL MAINTAIN A SET OF HAND MARKED, CURRENT AS -BUILT" BLUELINE CONTRACT DRAWING PRINTS ON THE JOB. UPON COMPLETION OF THE WORK. FURNISH THE ARCHITECT/ENGINEER ONE SET OF BLUEUNE PRINTS LEGIBLY MARKED IN RED INK OR RED PENCIL. THE CONTRACTOR SHALL INDICATE ON THE BLUELINE PRINTS ALL THE CHANGES, ADDITIONS, AND DELETIONS TO UPDATE THE ORIGINAL CONTRACT DRAWINGS, THE ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL WORK COVERED BY THIS SPECIFICATION AND TO BE FREE FROM FAULTY, DEFECTIVE, OR IMPROPER MATERIALS OR WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR AFTER THE FINAL ACCEPTANCE OF THE WORK. SHOULD ANY SUCH FAILURE OCCUR DURING SAID GUARANTEE PERIOD, THE ELECTRICAL CONTRACTOR SHALL AT HIS OWN EXPENSE AMEND AND MAKE GOOD ALL SUCH DEFECT SETTLEMENTS AND/OR FAULTS. THE CONTRACTOR SHALL PROVIDE ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES THAT ARE USED AND LABELED AS DEFINED IN NFPA 70, ARTICLE 100, BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, AND MARKED FOR INTENDED USE. COMPLY WITH NFPA 70. PROVIDE WIRES AND CABLES SPECIFIED IN THE DRAWINGS THAT ARE LISTED AND LABELED. THE CONTRACTOR SHALL PROTECT EXISTING ELECTRICAL EQUIPMENT AND INSTALLATIONS INDICATED TO REMAIN. IF DAMAGED OR DISTURBED IN THE COURSE OF THE WORK. REMOVE DAMAGED PORTIONS AND INSTALL NEW PRODUCTS OF EQUAL CAPACITY, QUALITY AND FUNCTIONALITY. EXISTING CODE VIOLATIONS SHALL BE IDENTIFIED AND CORRECTED BEFORE INITIATING PROJECT WORK. ACCESSIBLE WORK: REMOVE EXPOSED ELECTRICAL EQUIPMENT AND INSTALLATIONS, INDICATED TO BE DEMOLISHED IN THEIR ENTIRETY. ABANDONED WORK: CUT AND REMOVE BURIED RACEWAY AND WIRING, INDICATED TO BE ABANDONED IN PLACE 2 INCHES BELOW THE SURFACE OF ADJACENT CONSTRUCTION. CAP RACEWAYS AND PATCH SURFACE TO MATCH EXISTING FINISH. REMOVE DEMOLISHED MATERIAL FROM PROJECT SITE. REMOVE, STORE, CLEAN, REINSTALL, RECONNECT AND MAKE OPERATIONAL COMPONENTS INDICATED FOR RELOCATION. WHERE CONDUIT PASSES THROUGH WALLS, FLOORS, OR OTHER MASONRY SURFACES, STEEL PIPE SLEEVES SHALL BE USED. THE INSIDE DIAMETER OF THESE SLEEVES SHALL BE AT LEAST ONE-HALF INCH GREATER THAT THE OUTSIDE DIAMETER OF THE CONDUIT TO BE INSERTED. AFTER THE PIPES ARE INSTALLED, FILL THE ANNULAR SPACE BETWEEN THE PIPE AND ITS SLEEVE WITH A MASTIC OR WITH SHREDDED LEAD USING PACKING AS REQUIRED. SLEEVES PASSING THROUGH FLOORS SHALL BE SET TO PROJECT ABOVE FINISHED FLOORS AND BE FLUSH WITH THE UNDERSIDE OF THE SLABS, WHERE CONDUIT PASSES THROUGH INTERIOR WALL OR FLOORS, RIGID CONDUITS MAY BE USED IN UEU OF THE STEEL PIPE SLEEVES, PROVIDED THEY HAVE APPROXIMATELY THE SAME INSIDE DIAMETER OF THE SLEEVES SPECIFIED ABOVE. ALL PANELBOARDS, DISCONNECT SWITCHES, CIRCUIT BREAKERS, TERMINAL BOARDS, JUNCTION BOXES AND OTHER SPECIAL EQUIPMENT, ITEMS FURNISHED AND/OR INSTALLED BY THE ELECTRICAL CONTRACTOR SHALL BE IDENTIFIED WITH PERMANENTLY ATTACHED ENGRAVED PLASTIC NAMEPLATES. UL -LISTED BUILDING AND UNDERGROUND WIRE AND CABLES WITH CONDUCTOR MATERIALS, INSULATION TYPE, CABLE CONSTRUCTION AND RATING AS SPECIFIED IN THE ELECTRICAL DRAWINGS, CONDUCTORS MATERIAL FOR ALL INSTALLATIONS SHALL BE COPPER. SOLID CONDUCTOR FOR NO. 10 AWG AND SMALLER. STRANDED CONDUCTOR FOR LARGER THAN #10 AWG. UL -LISTED FACTORY FABRICATED WIRING CONNECTORS OF SIZE, AMPACITY RATING, MATERIAL TYPE, AND CLASS FOR APPLICATION AND SERVICE INDICATED. COMPLY WITH PROJECT'S INSTALLATION REQUIREMENTS AND AS SPECIFIED IN THE DRAWINGS AND THIS SPECIFICATION. FITTINGS AND ACCESSORIES SUCH AS COUPLINGS, OFFSETS, ELBOWS, EXPANSION JOINTS, ADAPTERS, HOLD-DOWN STRAPS, END CAPS, AND OTHER FITTINGS TO MATCH AND MATE WITH WIREWAYS AS REQUIRED FOR COMPLETE SYSTEM. SURFACE METAL RACEWAYS SHALL BE OF GALVANIZED STEEL WITH SNAP-ON COVERS. FINISH WITH MANUFACTURER'S STANDARD PRIME COATING. SURFACE NON-METALLIC RACEWAYS SHALL BE OF 2 -PIECE CONSTRUCTION, MANUFACTURED OF RIGID PVC COMPOUND WITH MATTE TEXTURE AND MANUFACTURER'S STANDARD COLOR, TYPES, SIZES, AND CHANNELS AS INDICATED AND REQUIRED FOR EACH APPLICATION, WITH FITTINGS THAT MATCH AND MATE WITH RACEWAYS. ENCLOSURES SHALL BE FLUSH OR SURFACE MOUNTED CABINETS AS INDICATED. NEMA PB 1, TYPE 1, UNLESS OTHERWISE INDICATED TO MEET ENVIRONMENTAL CONDITIONS AT INSTALLED LOCATION. 1. OUTDOOR LOCATIONS: NEMA250, TYPE 3R. 2. WET OR DAMP INDOOR LOCATIONS: NEMA250, TYPE 4 3. HAZARDOUS AREAS INDICATED ON DRAWINGS: NEMA250, TYPE 7C. THE BUS SHALL BE HARD DRAWN COPPER OF 98 PERCENT CONDUCTIVITY. THE MAIN AND NEUTRAL LUGS SHALL BE OF THE COMPRESSION COPPER TYPE, AND THE EQUIPMENT GROUND BUS SHALL BE ADEQUATE FOR FEEDER AND BRANCH -CIRCUIT EQUIPMENT GROUND, COPPER CONDUCTORS AND BONDED TO BOX. PROVIDE OVERCURRENT PROTECTIVE DEVICES AS INDICATED TYPES AS INTEGRAL COMPONENTS OF PANELBOARDS, SWITCHBOARDS, AND ALSO AS INDIVIDUALLY ENCLOSED AND MOUNTED SINGLE UNITS. BRANCH -CIRCUIT BREAKERS: WHERE OVERCURRENT PROTECTIVE DEVICES ARE INDICATED TO BE CIRCUIT BREAKERS, USE BOLT -ON CIRCUIT BREAKERS, EXCEPT CIRCUIT BREAKERS 225-A FRAME SIZE AND GREATER MAY BE PLUG-IN TYPE WHERE INDIVIDUAL POSITIVE -LOCKING DEVICE REQUIRES MECHANICAL RELEASE FOR REMOVAL. OVERCURRENT PROTECTIVE DEVICES SHALL BE MOLDED -CASE CIRCUIT BREAKER, NEMA AB 1. HANDLE LOCKABLE, AND CHARACTERISTICS SHALL INCLUDE FRAME SIZE TRIP RATING, NUMBER OF POLES, AND AUXILIARY DEVICES AS INDICATED AND INTERRUPTING CAPACITY RATING TO MEET AVAILABLE FAULT CURRENT. ENCLOSED, NONFUSIBLE SWITCH: NEMA KS 1, TYPE HD, WITH LOCKABLE HANDLE. ENCLOSED FUSIBLE SWITCH, 800A AND SMALLER: NEMA KS 1, TYPE HD , CUPS TO ACCOMMODATE SPECIFIED FUSES. ENCLOSURE CONSISTENT WITH ENVIRONMENT WHERE LOCATED. HANDLE LOCKABLE WITH 2 PADLOCKS, AND INTERLOCKED WITH COVER IN CLOSED POSITION. ENCLOSURE: NEMA KS 1, TYPE 1, UNLESS OTHERWISE SPECIFIED OR REQUIRED TO MEET ENVIRONMENTAL CONDITIONS OF INSTALLED LOCATION. 1. OUTDOOR LOCATIONS: TYPE 3R. 2. WET OR DAMP INDOOR LOCATIONS: TYPE 4. 3. HAZARDOUS AREAS INDICATED ON DRAWINGS: TYPE 7C. CONNECT DISCONNECT SWITCHES AND CIRCUIT BREAKERS AND COMPONENTS TO WIRING SYSTEM AND TO GROUND AS INDICATED AND INSTRUCTED BY MANUFACTURER. TIGHTEN ELECTRICAL CONNECTORS AND TERMINALS ACCORDING TO MANUFACTURER'S PUBLISHED TORQUE -TIGHTENING VALUES. WHERE MANUFACTURERS TORQUE VALUES ARE NOT INDICATED, USE THOSE SPECIFIED IN UL 486A AND UL 4868. TESTING: AFTER INSTALLING DISCONNECT SWITCHES AND CIRCUIT BREAKERS AND AFTER ELECTRICAL CIRCUITRY HAS BEEN ENERGIZED, DEMONSTRATE PRODUCT CAPABILITY AND COMPLIANCE WITH REQUIREMENTS. INIMMAMIM ELECTRICAL CONTRACTOR SHALL MOUNT METER SOCKET AND METER ENCLOSURE IN AN APPROVED MANNER USING GOOD WORKMANSHIP. METER SOCKET AND ENCLOSURE SHALL BE MOUNTED PLUMB, LEVEL AND BE FASTENED DIRECTLY TO THE BUILDING OR STRUCTURE USING REMOVABLE STEEL FASTENERS THAT DO NOT RELY ON PLASTIC OR SIMILAR NON-METALUC EXPANSION COMPONENTS. WOODEN BACKERS MAY BE USED WHEN THEY ARE A PERMANENT PART OF A BUILDING OR STRUCTURE, AND WHERE THEY ARE NOT EXPOSED TO THE WEATHER. PENETRATIONS TO METER ENCLOSURE SHALL BE NEATLY DRILLED OR PUNCHED AND DRESSED SMOOTHLY. METER SOCKET SHALL BE OF A SINGLE POSITION, SINGLE PHASE, AS FURNISHED BY THE LOCAL ELECTRIC UTILITY. THE ELECTRICAL CONTRACTOR SHALL SELECT A METER SOCKET TO COORDINATE WITH AN ESTIMATED DEMAND LOAD OF 200 AMPERES AND A SINGLE PHASE SERVICE ENTRANCE VOLTAGE FOR AN OVERHEAD OR UNDERGROUND SERVICE. TRANSFER SWITCH SHALL BE RATED FOR ELECTRICAL SERVICE, VOLTAGE, AMPERE AND ENCLOSURE AS INDICATED. echm 1 SPECIAL SYSTEMS CONDUIT CONSISTS OF TELEPHONE CONTROLS 5 OR ALARMS AND SHALL BE PROVIDED WITH PULLWIRE AND SIZED AS INDICATED ON DRAWINGS AND SHALL BE SCHEDULE 80 PVC UNLESS NOTED OTHERWISE. ALL ROUTING AND STUB - UPS SHALL BE COORDINATED WITH LESSEE. F CONTRACTOR SHALL DO ALL EXCAVATING REQUIRED FOR BURIED 'a LINES AND AFTER THE WORK IS IN PLACE SHALL BACKFILLED AND THOROUGHLY TAMP THE EARTH AROUND LINES AND SHALL BRING THE EARTH TO THE REQUIRED LEVEL TO PREVENT FUTURE SETTLEMENT. ALL BACKFILLING OF TRENCHES WHERE UNDER CONCRETE FLOORS, DRIVE OR WALKS SHALL BE DONE WITH SAND, CRUSHED ROCK OR GRAVEL AND IN A MANNER THAT WILL PREVENT ANY FUTURE SETTLEMENT. ANY STREET OR SIDEWALK SURFACE DAMAGED MUST BE REPAIRED TO THE SATISFACTION OF THE LOCAL AUTHORITIES. TECHNICAL ADVISORS 610 James Drive Richardson, Texas 75080 Voice 972 437-9999 Fax 972 437-6338 10221 Desert Sands Su ite 200 San Antonio, Texas78216 Voice 210 375-1000 Fax 210 375-1001 TA Project Number TA32.15 Registration # F-3964 verizonl J a W LL ~ I.I. . o MIIA O I0 F IJ %_Z w 1n CD � z Q v J .._JJ a W� a LU CLam IL O V �♦ V APPROVAL SIGNATURES LANDLORD LEASING CONSTRUCTION or"" III t4 r O AL DATE; 0211212016 Z^nD ARCHCOMM, LLC. 1006 Beckett San Antonio, Texas 78213 (210) 308-9905 TBPE NO. F-15659 SHEET TITLE ELECTRICAL SPECIFICATIONS SHEET HISTORY 01.25.16 ISSUE FOR REVIEW 02.12.16 ISSUE FOR CONSTRUCTION E4 Pole Section Data 85'— onrM 52.75' X39' — 0' _ uiu.w REV I 13Y DATE 9 qF 5/22/2015 _ImTfT 052 112 in FLANGE OD (8) rA2 5/8 in NC....... ON A 46.5 in DIAMETER BOLT CIRCLE' ,Overlap BASE FLANGE DETAIL F Top Jacking NutAo `'�•'"��, Distance to Top Jacking Nut • , Tower Reactions (See Table for Minimum LAMB ��JASOta Mf�f�44 ti W and Maximum Values); Pr« ....47 . • I No Icel �F ......,•• Shear: 25.1 kips Moment: 1564.3 ft -kips - Weight: 21.0' kips A jacking nut is placed near the top of each section which will have another section placed on top. The distance from this nut to MAY 2 6 2015 th Ice the bottom of the next section mush not exceed the value given in Shlear: 2.9 kips the column labeled "Maximum Distance to Top Jacking Nut." TITLE:. Moment: 184.8 ft -kips Verizon Wireless Weight: 47.5 kips' Pole Splice Detain m 1e .% NTP 391X85' COPYRIGHT NOTICE: 211 W, Washi This drawing is the property of ORIG. DATE: 5/21/2015 DWG NO: 307436 Coppell North Repl 2i Nello Inc. It is not to be reproduced, South Benndd, 1IN DESCRIPTION , Dallas Co. , Tx Bus: (574)2. copied or traced in whole or in part, DWG. PROG v2.05 SHEET: 1 OF 4 Fax: (674)21 Revised port hole height to 44.5' without our written consent. ID in THICK FLANGE Design Maximum Minimum Bottom Top Length. Number Bottom Top OD Wall Thickness. Material Approximate Design Overlap p Minimum Overlap P Maximum Overlap p Distance to To p Distance to To p Distance to To p Section Height Height (ft) of OD (in) (in) (in) Weight (Ib) (in) (in) (in) Jacking Jacking' Jacking (ft) {ft)> Sides Nut (in) Nut (in) Nut (in) 35 18 27.1043 18.0000 0.1875 A572-65 1750 45 40 491/2 15 20 101/2 1 49 2 01 52.75 139,2879 125.6664 1 0.2500 1 A572.65 6070 0 _ImTfT 052 112 in FLANGE OD (8) rA2 5/8 in NC....... ON A 46.5 in DIAMETER BOLT CIRCLE' ,Overlap BASE FLANGE DETAIL F Top Jacking NutAo `'�•'"��, Distance to Top Jacking Nut • , Tower Reactions (See Table for Minimum LAMB ��JASOta Mf�f�44 ti W and Maximum Values); Pr« ....47 . • I No Icel �F ......,•• Shear: 25.1 kips Moment: 1564.3 ft -kips - Weight: 21.0' kips A jacking nut is placed near the top of each section which will have another section placed on top. The distance from this nut to MAY 2 6 2015 th Ice the bottom of the next section mush not exceed the value given in Shlear: 2.9 kips the column labeled "Maximum Distance to Top Jacking Nut." TITLE:. Moment: 184.8 ft -kips Verizon Wireless Weight: 47.5 kips' Pole Splice Detain m 1e .% NTP 391X85' COPYRIGHT NOTICE: 211 W, Washi This drawing is the property of ORIG. DATE: 5/21/2015 DWG NO: 307436 Coppell North Repl 2i Nello Inc. It is not to be reproduced, South Benndd, 1IN DESCRIPTION , Dallas Co. , Tx Bus: (574)2. copied or traced in whole or in part, DWG. PROG v2.05 SHEET: 1 OF 4 Fax: (674)21 Revised port hole height to 44.5' without our written consent. ID in THICK FLANGE Portholes Elevation(it) Qty ' Slze (in) Azimuth, (deg) 77 13' 6 x 12 60, 180, 300 62 3' 6 x 12 60, 180, 300 44.5' 3 6 x 12 60,180, 300 7.5 1 9x24 0. 7.5 1 9 X,24 90 7.5 1 9 x 24 180 I Antenna Loading Height Qty. Description 01-80, 4 1 5/8" 80' 12 CWX063X25 80' 12 Alcatel -Lucent RRH240'AWS 78' 1 RR -RM 1560 - 6 Sector Ring Mount 80' 1 Low -Profile Platform 12` 65' 12 CWX063X25 78' 2 Alcatel -Lucent RRH2x60'AWS 65' 8'. Alcatel -Lucent RRH2x60:AWS 63' 1 RR-RM1560 - 6 Sector Ring Mount 65' 1 Law -Profile Platform 12' 50' 12 CWX063X25 50' 12 Alcatel -Lucent RRH2x60;AWS 48' 1 RR -RM 1560 -6 Sector Ring Mount 50' 1 Low -Profile Platform 12' 63' 2 Aloatel-Lucent RRH2x60 AWS 78' 4 Alcatel -Lucent RRH2x60 AWS 63' 4 Alcatel -Lucent RRH2x60 AWS 48' 6 Alcatel -Lucent RRH2x60 AWS 65' 4 Alcatel -Lucent RRH2x60 AWS 801 1 Low -Profile Support Rail 12' 65' 1' Low -Profile Support Rail_ 12' 50' 1 Low -Profile Support Rail 12' REV BY DATE 1 DF 5/22/2015 DESCRII Revised port hole Feedline Loading Height Qty: Description 01-80, 4 1 5/8" 0'-90' 3 3/4" Cable 01-651 4 15/8!' 0' . 65' 3 3/4" Cable 01-51 4 1 5/8" 0, - 50' 1 3 3/4" Cable 1801 0' Step Bolts on This Side of Pole Note: The azimuths referenced here are only to illustrate where the pole features are in relation to each other. The azimuths are not to indicate which cardinal direction the anchor bolts or the pole should be positioned; Pole Reference Azimuths Pole Base Flange � .�'(ti,:'::.!F,r� 1 j�,:............ . .... p p r..JA014 MARK LAMOE ................. ........, .,9947 ' Anchor Bolt Holes 1+ts`ON Are on Either Side of the 0 Degree Azimuth Anchor Bolt Azimuth MAY 2015' TITLEY Verizon Wireless NTP 391IX85' IU Is. ..L,,. COPYRIGHT NOTICE: Coppell North Repl 211 W. Washing This drawing is the property of ORIG. DATE: 5/21/2015 DWG NO: 307436 Suite 200 Nello Inc. It Is not to be reproduced, Dallas Co . , Tx South send, IN 46 copied or traced in whole or in part r Fax: (574)21)9 o 44.5' without our written'consenL. DWG. PROG; V2.Oa; SHEET; 2 OF 4 Fax: (674)29s REV I BY —DATE 1 DF 5/2212016 PLAN VIEW 2,25" dia, x 72`' ASTM A616 grade 75 anchor bolts on a 46,50" bolt circle PIN 108742, 8 total, 3 318 Max. Tap of concrete S11— I Embedment plate PIN 307439: Remove top plate before erecting pole, w %r w w. ANCHOR BOLT DETAIL Revised port hole height to 4 TITLE: Verizon Wireless NTP 391IX85' ORIG. DATE: 5/21/2015 DWG NO: 307436 Coppell North Repl Dallas Co.,Tx DWG, PROD: V2.05 SHEET: 3 OF 4 .�a MARC LAMBERT � I V Y 'f • � �.�. %V- 6 2015 St" Tower Notes: 1, Tower is designed per TIA-222-G, "Structural Standard for Antenna Supporting Structures and Antennas," for the following loading conditions; 90 mph 3 -second gust basic wind speed with no ice (Equivalent to 116 mph 3 -second gust ultimate design wind speed) 30 mph 3 -second gust basic wind speed with 314 inch basic ice thickness Structure Class: Il Exposure Category: C Topographic Category: 1 2. A tower field inspection shall be performed in order to verify that design exposure and topographic parameters are consistent with the existing tower site conditions. 3. Tower design includes the antennas, dishes, and/or lines listed in the appurtenance loading tables on sheet 2. 4, Antenna mounting pipes may need to be field cut to match the lengths listed in the appurtenance loading tables on sheet 2. 5. Tower member design does not include stresses due to erection since erection equipment and procedures are unknown. Tower Installation shall be performed by competent and qualified erectors in accordance with TIA-222-G and OSHA standards and all applicable building codes. 6. Field connections shall be bolted. No field welds shall be allowed unless otherwise noted. 7. Structural bolts shall conform to ASTM A325,, except for 112 inch diameter and smaller bolts, which shall conform to ASTM A449 or SAE J429 Grade 5. 8. Structural steel and connection bolts shall be galvanized after fabrication in accordancewith TIA-222--G. 9, All high strength bolts shall be tightened to a, "snug tight" condition as defined In the RCSC;"Specification for Structural Joints Using ASTM A325 or A490 Bolts."` 10, Tower shall be marked and lighted in conformance with local building codes, FAA regulations, and TIA-222-G. 11, Tower shall be grounded in conformance with local.building codes and TIA-222-G;. 12. Allowable tolerance on as -built tower steel height is plus I% or minus 1/2%. 13. Maintenance and inspection shall be performed over the life of the structure in accordance with TIA-222-G;. 14. Material specifications:; NTP 18 -Sided Pole - ASTM A572 Grade 65 Pole Flange - ASTM A572 Grade 50 Pole Porthole Rim -ASTM A572 Grade 65 15. A jacking nut is placed near the top of each; section which will have another section placed on top. The distance from this top jacking nut to the bottom of the next section- must not exceed the value given in the column labeled "Maximum Distance to Top Jacking Nut." Jacking ,may be required to achieve the proper overlap. 16, The horizontal distance between the vertical centerlines at any two elevations shall not exceed 0.25 percent of the vertical distance between the two elevations. Measure early in'the morning before the sunward side of the pole expands. 17. Sections must be erected with the 0 degree azimuth lined up to ensure proper fit. 18, Remove anchor bolt template before erecting pole. Non -shrink grout may be placed under base flange after leveling pole. Drain holes must be provided if grouting. 19, Concrete contractor shall be responsible for properly aligning anchor bolts and materials before and after placing concrete, regardless of whether an anchor bolt template is provided; 26 2015 Verizon Wireless NTP 391IX85' COPYRIGHT NOTICE: ORIG. DATE: 5/21/2015. DWO NO 307436' Coppell North Repl This drawing is the property of REV BY DATE DESCRIPTION Nello Inc. It is not to be reproduced, Dallas Co . , Tx copied or traced in whole or in part DWG. PROD: V2.05 SHEET; 4 OF Q' 1 DF 5/22/2015 Revised port hole height to 44.5' without our written consent. GRADE _ 0 0 0 0 PLAN VIEW ment`plate 7439 (CONCRETE VOLUME 32.1 CU. YD. TOTAL) REV I BY I DATE I DESCRIPTION EMBEDMENT PLATE DETAIL 51.5 in EMBEDMENT PLATE O.D. (8) 2»5/16" HOLES ON A 46..5 in DIAMETER BOLT CIRCLE 41.5 in EMBEDMENT PLATE I.D. #9 Reinforcing bars, 432" long. Equally spaced around inside of ties. 34 Total. #4 Reinforcing ties, 2020' long before being bent into circle with 60,00"outer diameter and 15.00" overlap., Top 2 ties spaced at 5" O.C. Bottom2 ties spaced at 5" O,C. Remainder of ties equally spaced at 17,56" O,C. 27 Total. 2.25" dia. x 72" A57M A61 grade 75 anchor bolt, P/N 10874 8 tota ANCHOR BOLT DETAIL Pole Base Flange O O 9I 0' Anchor Bolt Holes Are on Either Side of the 0 Degree Azimuth Anchor Bolt Azimuth Concrete Compressive Strength, fc = 4500 psi JUL 16 2015 Verizon on Wire10SS NTP 39"X85' L 0 Coppell North Repl 211 W Washington St of ORIG. 'DATE:7/1012015 DWG NO: 307437 Suite 2000 iced, Dallas Co . , Tx South Bond, IN 46601-1705 art' Bus: (574)288-3632 I DWG. PROG: v1,05 SHEET: 1 OF 2 Fax: (574)288-5880 0 0 )) 0 0 PLAN VIEW ment`plate 7439 (CONCRETE VOLUME 32.1 CU. YD. TOTAL) REV I BY I DATE I DESCRIPTION EMBEDMENT PLATE DETAIL 51.5 in EMBEDMENT PLATE O.D. (8) 2»5/16" HOLES ON A 46..5 in DIAMETER BOLT CIRCLE 41.5 in EMBEDMENT PLATE I.D. #9 Reinforcing bars, 432" long. Equally spaced around inside of ties. 34 Total. #4 Reinforcing ties, 2020' long before being bent into circle with 60,00"outer diameter and 15.00" overlap., Top 2 ties spaced at 5" O.C. Bottom2 ties spaced at 5" O,C. Remainder of ties equally spaced at 17,56" O,C. 27 Total. 2.25" dia. x 72" A57M A61 grade 75 anchor bolt, P/N 10874 8 tota ANCHOR BOLT DETAIL Pole Base Flange O O 9I 0' Anchor Bolt Holes Are on Either Side of the 0 Degree Azimuth Anchor Bolt Azimuth Concrete Compressive Strength, fc = 4500 psi JUL 16 2015 Verizon on Wire10SS NTP 39"X85' L 0 Coppell North Repl 211 W Washington St of ORIG. 'DATE:7/1012015 DWG NO: 307437 Suite 2000 iced, Dallas Co . , Tx South Bond, IN 46601-1705 art' Bus: (574)288-3632 I DWG. PROG: v1,05 SHEET: 1 OF 2 Fax: (574)288-5880 Foundation Notes 1. This foundation has been designed for the following reactions. Shear: 25.1 kips Moment; 1564.3 ft -kips Weight: 21.0 kips 2. Foundation design is based on the Geotechnical Report dated 07/08/2015, by Terracon Consultants, Inc.; Project No. 95155071, 3. A field Inspection shall be performed In order to verify that the actual stte soil parameters meet or exceed the assumed soil parameters and that thedepth of standard foundations are adequate based on the.frost penetration and groundwater depth. Locale. frost depth must be no deeper than the bottom of the base foundation. 4. Reinforcement shall be deformed and conform to the requirements of ASTM A615 Grade 60 unless otherwise noted. Splices in reinforcement shall not be allowed unless otherwise noted. 5. Welding is prohibited on reinforcing steel and anchorage. 6. Backfill mustbe compacted in 8 loose lifts to a 95% of maximum dry density at optimum moisture content in accordance with ASTM D698. Backfill must be clean and free of organic and frozen soils and foreign mateeriaIs. Fill should be compacted at water content within 2 percent of optimum 7. Foundation designs assume level ground at tower site. 8. 'Loose material shall be removed from bottom of excavation prior to concrete placement. 9. Concrete cover from exposed surface of concrete to surface of reinforcement shall not be less than 3". 10. Concrete and reinforcement installation must conform to ACI 318, "Building Code Requirements for Structual Concrete," 11, Concrete shall develop a,minimum compressive strength of 4500 psi in 28 days, 12. Concrete shall be placed as soon as practical after excavating to avoid disturbance of bearing and side wall surfaces. 13. Concrete contractor shall be responsible for properly aligning anchor bolts and materials before and after placing concrete, regardless of whether an anchor bolt template Is provided. 14. Positive drainage shall be maintained during construction and throughout the life of the facility to minimize the potential for surface water infiltration. 15. It shall be the contractor's responsibility to locate and prevent damage to any existing underground utilities, foundations or other buried objects that might be damaged or interfered with during construction of the foundation. 16, Groundwater may be encountered at 12 feet bgs at this site based on the geotechnical investigation, Dewatering techniques should be anticipated below this depth, 1`7. Temporary steel casing or drilling slurry may be required for installation of the drilled pier. A clean-out bucket should be used to remove any cuttings and loose soils in the bottom of the shaft excavation, 18. Concrete shall be placed by tremie methods if there is more than 1 inch of water or drilling fluid at the bottom of the shaft excavation or if, water infiltration exceeds a rise of 1/4" per minute. 19. Gray shale was encountered about 32 feet below the existing ground surface. Difficult drilling will be encountered, and rock coring equipment will be required below this depth. of or traced in ORIG. DATE: 7/10/2015 DWG. pROG: v1.05 DWG NO: 307437 SHEET: 2 OF 2 ' 1!' . *� JMON MARK LAN!B��fT �r ................. ......o.... JUL 16 TITLE: Verizon Wireless NTP 391IX85' Coppell North Repl Dallas Co., Tx 211'W. Washington St., Suite 2000