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HomeMy WebLinkAboutORD 2017-046 ORDINANCE NO. 2017-046 AN ORDINANCE ISSUING A CONDITIONAL USE PERMIT CU17-14 TO AMEND THE SITE PLAN APPROVED BY ORDINANCE NO. 2012-56 FOR PLANNED COMMERCIAL CENTER TO ALLOW A VETERINARY OFFICE BUILDING (NETVET2) IN A DISTRICT ZONED "CC" COMMUNITY COMMERCIAL DISTRICT LOCATED AT LOT 3R, BLOCK 2R, WESTGATE PLAZA (2700 WEST STATE HIGHWAY 114) ALL IN ACCORDANCE WITH A SITE PLAN APPROVED PURSUANT TO SECTION 47 OF ORDINANCE NO. 82-73 ATTACHED HERETO AND MADE A PART HEREOF AS EXHIBIT "A", AND ALL OTHER CONDITIONS, RESTRICTIONS AND SAFEGUARDS IMPOSED HEREIN; CORRECTING THE OFFICIAL ZONING MAP; PRESERVING ALL OTHER PORTIONS OF THE ZONING ORDINANCE; PROVIDING A CLAUSE RELATING TO SEVERABILITY; DETERMINING THAT THE PUBLIC INTERESTS, MORALS AND GENERAL WELFARE DEMAND THE ISSUANCE OF THIS CONDITIONAL USE PERMIT; PROVIDING A PENALTY NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00), DECLARING AN EMERGENCY AND PROVIDING AN EFFECTIVE DATE WHEREAS, an application was made requesting issuance of a conditional use permit by making applications for same with the Planning and Zoning Commission of the City of Grapevine, Texas, as required by State statutes and the zoning ordinance of the City of Grapevine, Texas, and all the legal requirements, conditions and prerequisites having been complied with, the case having come before the City Council of the City of Grapevine, Texas, and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied: safety of the motoring public and the pedestrians using the facilities in the area immediately surrounding the site; safety from fire hazards and measures for fire control; protection of adjacent property from flood or water damages, noise producing elements, and glare of the vehicular and stationary lights and effect of such lights on established character of the neighborhood; location, lighting, and types of signs and relation of signs to traffic control and adjacent property; street size and adequacy of width for traffic reasonably expected to be generated by the proposed use around the site and in the immediate neighborhood; adequacy of parking as determined by requirements of this ordinance for off-street parking facilities; location of ingress and egress points for parking and off-street locating spaces, Pla and protection of public health by surfacing on all parking areas to control dust; effect on the promotion of health and the general welfare; effect on light and air; the effect on the overcrowding of the land; the effect on the concentration of population; the effect on the transportation, water, sewerage, schools, parks and other facilities; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council of the City of Grapevine, Texas, did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied; effect on the congestion of the streets, the fire hazards, panics and other dangers possibly present in the securing of safety from same, the effect on the promotion of health and the general welfare, effect on adequate light and air, the effect on the overcrowding of the land, the effect on the concentration of population, the effect on the transportation, water, sewerage, schools, parks and other public facilities; and WHEREAS, all of the requirements of Section 48 of Ordinance No. 82-73 have been satisfied by the submission of evidence at a public hearing; and WHEREAS, the City Council further considered among other things the character of the existing zoning district and its peculiar suitability for particular uses and with the view to conserve the value of buildings and encourage the most appropriate use of land throughout this City; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that there is a public necessity for the granting of this conditional use permit, that the public demands it, that the public interest clearly requires the amendment, that the zoning changes do not unreasonably invade the rights of those who bought or improved property with reference to the classification which existed at the time their original investment was made; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that the conditional use permit lessens the congestion in the streets, helps secure safety from fire, panic and other dangers, prevents the overcrowding of land, avoids undue concentration of population, facilitates the adequate provisions of transportation, water, sewerage, schools, parks and other public requirements; and WHEREAS, the City Council of the City of Grapevine, Texas, has determined that there is a necessity and need for this conditional use permit and has also found and determined that there has been a change in the conditions of the property surrounding and in close proximity to the property requested for a change since this property was originally classified and, therefore, feels that the issuance of this conditional use permit for the particular piece of property is needed, is called for, an is in the best interest of the public at large, the citizens of the City of Grapevine, Texas, and helps promote the general health, safety and welfare of this community. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS: Section 1. That the City does hereby issue a conditional use permit in accordance with Section 48 of Ordinance No. 82-73, the Comprehensive Zoning Ordinance Ordinance No. 2017-046 2 of the City of Grapevine, Texas, same being also known as Appendix"D" of the City Code, by granting Conditional Use Permit No. CU17-14 to amend the site plan approved by Ordinance No. 2012-56 for a planned commercial center, to allow a veterinary office building (NETVET2) in a district zoned "CC" Community Commercial District within the following described property: Lot 3R, Block 2R, Westgate Plaza (2700 West State Highway 114) all in accordance with a site plan approved pursuant to Section 47 of Ordinance No. 82-73, attached hereto and made a part hereof as Exhibit "A", and all other conditions, restrictions, and safeguards imposed herein, including but not limited to the following: None. Section 2. The City Manager is hereby directed to amend the official zoning map of the City of Grapevine, Texas, to reflect the herein conditional use permit. Section 3. That in all other respects the use of the tract or tracts of land herein above described shall be subject to all the applicable regulations contained in said City of Grapevine zoning ordinance and all other applicable and pertinent ordinances of the City of Grapevine, Texas. Section 4. That the zoning regulations and districts as herein established have been made in accordance with the comprehensive plan for the purpose of promoting health, safety, morals and the general welfare of the community. They have been designed with respect to both present conditions and the conditions reasonably anticipated to exist in the foreseeable future; to lessen congestion in the streets; to secure safely from fire, panic, flood and other dangers; provide adequate light and air; to prevent overcrowding of land, to avoid undue concentration of population; facilitate the adequate provisions of transportation, water, sewerage, drainage and surface water, parks and other public requirements, and to make adequate provisions for the normal business, commercial needs and development of the community. They have been made with reasonable consideration, among other things, of the character of the district, and its peculiar suitability for the particular uses and with a view of conserving the value of buildings and encouraging the most appropriate use of land throughout the community. Section 5. This ordinance shall be cumulative of all other ordinances of the City of Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of said ordinances except in those instances where provisions of those ordinances which are in direct conflict with the provisions of this ordinance. Section 6. That the terms and provisions of this ordinance shall be deemed to be severable and that if the validity of the zoning affecting any portion of the tract or tracts of land described herein shall be declared to be invalid, the same shall not affect the validity of the zoning of the balance of the tract or tracts of land described herein. Section 7. Any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum not to exceed two thousand dollars ($2,000.00) and a separate offense shall be deemed committed upon each day during or on which a violation occurs or continues. Ordinance No. 2017-046 3 4 Section 8. The fact that the present ordinances and regulations of the City of Grapevine, Texas, are inadequate to properly safeguard the health, safety, morals, peace and general welfare of the inhabitants of the City of Grapevine, Texas, creates an emergency for the immediate preservation of the public business, property, health, safety and general welfare of the public which requires that this ordinance shall become effective from and after the date of its final passage, and it is accordingly so ordained. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS on this the 18th day of July, 2017. APPROVED: • i William I. Tate Mayor ATTEST: �GRA oPiyF 11, 1 R1 Tara Brooks . \ g' 4"?( ra City Secretary ,.' o APPROVED AS TO FORM: r' ' � ie '27 j,... John F. Boyle, Jr. • City Attorney ( i Ordinance No. 2017-046 4 AUSTIN OARS ADDITION 8' - SOLID BLOCK CAB. 'A', SLIDE 408 MASONRY TOP COURSE P.R.T.CT. SCREENING I j GRAY COLOR 5 89'14.19' E 450.96' WALL , ?-200.00• L-29.41' P» 'v Se9'41'09'FJ'2938"p CONCRETEEBL (BOTHSIDES) R:20000' L=41.14' LOTS 1-39 S 8914'19' E 8711' �Q�L l J _, _ _ _ _ �, I ' 815'OS'I8'E 41.67' LOTS AA,, 8 & C I UMESTONE WHITE COLOR BLOCK I ^\'y TOWNHOAIES OF WESTGATE R=20000 Lm243.0a -� � so N55'563 'E 228.15'� 1 T J4' 48,5_' BEING A EP MORTAR JOINTS MOCK 4 2UT OF AB. & TE PLAZA WEEP HOLES a"' \ " CAB. A. AIDE 8848 T�\ �". � \ P.R.T.C. T. DUMPSTERt Oi 6+ + ` ~ \ CONCRETE F0071NC of s�U,- - _ m \ \ 3 4F z,• p A?r;� ,T; �.. RA DUMRsEn 7 Ugtf _ TYPICAL SECTION -SCREENING WALL �r �i J t.%. C q�s� S Az, NOT TO SCALE L ..L /7 fN 5 SD A FBS, y'r DVMPSTER a�2oo.w' L=210.25' M71- / EXISTING / %.' 'd .� �,�1. .. ,�' silo` 4 35'E 2oa 11• __ �-•"� LOS t ��J BUILD NG y.• LOT 3R_�t t�: Al 895514' W 8263' "` OyyC6p KG / % ~/ } (CUT 2'-.39) BLOCK ZR rem `�•tl &/ f { r (�+ O 0 i�78 '• :� �`y i 4• o.� 4 LiI,L � r „ 3 74 .,. �14 "V �� 78 A" •jf ll'! ...�t f" .m j /g•� � ,..1 / ) ® ; 0� � \ \ © J �� ay, o so oe NOTES. ~ 1. Proposed uses include Retail, Restaurant with Drive thru service, and Professional Office. 2. Architectural elevations of proposed structures will be provided on individual Site Plans and are subjectto approval by the Planning and Zoning Committee and City Council. 3. Building constriction materials shall meet the min`mum standards of Section 54 of the Zoning Ordinance and are subject to approval by the Planning and Zoning Committee and City Council. 4. TxDOT permits for access driveway facilities on highway right-of-way shall be obtained and provided to the Department of Public Works prior to any construction. 5. Outdoor signoge will be provided with individuof Site Plans in accordance with Section 60 of the Zon na Ordinance and are subject to approval by the Planning and Zoning Committee and City Council. 6. Detailed Landscape Plans and Irrigation Plans will be p:^ovided with individual Site Plans and shall be provided In accordance with Section 53 of the Zoning Ordinance and are subject to approval by the Planning and Zoning Committee and City Council. 7. All regulations of the City of Grapevine Soil Erosion Ordinance shall be met during any construction. 8. Off-street parking and Loading shall be in accordance with Section 56-58 of the Zoning Ordinance and are subject to approval by the Planning and Zoning Committee and City Council. 9. All refuse storage areas shall be screened and landscaped in accordance with Section 50.b.3 of the Zoning Ordinance and are subject to approval by the Planning and Zoning Committee and City Council. 10. All utilities shall be desicned and constructed in accordance with the standards of the Department of Public Works. 11. Building heights shall not exceed 30 feet. 12. Mechonc equipment i of and electrical e u men n' nose shall create m mun aOC becompletely screenedd from public view. 13. Deta.led lighting PlanS will be provided with individual Site Pans and shall be designed to reflect away from adjacent property and are be to approval by the Planning Ord Zoning Committee and City Council. 14. Buffer yard shall comply with Sections 53 and 25.M.4 of the Zoning Ordinance. 15. Density a. LotSize - 30,000 min. b. Min. Open Space - 20% min. c Bldg. Coverage - 60% min. d. Impervious Material - 80% min. 16. Area Regulations: a. Let Width - 120' ruin. b. Lat Depth - 120' min. c. Front Building Line - 25 d. Side Building Line - 10' c. Rear Building Line - 25' Parkingwithin setbacks shell be in accordance with the approved Concept Pion PROPOSED V( l^ r BUILDING �- 7'• LOT 2A�- �� BLOCK 2R �.. _ \. (CU2)13 ,f Tyy j r w / EXISTING a _ 4...,,,., 3•'R 6y 3g '� �j _ J� ; , w r Jl.. / f BUILDING 1 J/v 1_ _". f_-� JIL•_'.1� �E [ BLOCK 2R (CU06-31/C7-04) I e 7� EXISTING ( 24' I I BUILDING 1_.. ...... I E . s c8 Ii I i I t I n `� �. ,,,,�1 HGR9B 11 ti i" .-T✓`�.-�...ti a. "-J ��.. S�'-1 i I { E 18 / 1 17. Tree Preservation Permits shall be in accordance with Section *�. 52.E of the Zoning Ordinance. `� 5' ADEwAL.K t,'7 .. J i 18. Refer to Preliminary Plat for setback information. 19. Lots shall provide Mutual Access Easements with eoch separate Fincl Plat. 20. All on-site electrical conductors associated with new construction shall be located underground. 21. Screening 'Nall - An 8 foot screening wall will be constructed by the Master Developer in conjunction with the development of the primary roadway (Public Access Easement) and public utilities. Thewall will be constructed of double -sided, split -`aced concrete block with a limestone white color. A continuous concrete footing will be constructed and weep holes will allow for normal drainage.. Screening wall construction plans will be approved by the City of Grapevine prior to any construction. The Screening wall will be constructed 5 feet inside the existing property line in Zone "A". A 5 foot " Wall Maintenance Easement" will be provided between the wall and the residential property line to allow for construction end maintenorce of the wall. Master developer wilt constructtruct the extensions of existing residential within the 5 feet Wall Maintenance Easement to the Screening Wall. 22. Land=scape Buffer - Open Space buffers will be provided adjacent to all residential uses in Zone "A" and Zone "B". Within Zone "A" the buffer will vary in depth between 30 and 90 feet as per the Concept Plan. Within Zone "B" a 20 foot depth will be provided. Within Zone "A" landscaping will provided adjacent to the wall. Upon completion of the screening wall, the Master Developer will instal' Live Oak trees with a minimum size of 3 caliper inches at 30 feet on center. Trees will be maintained by the Master Developer for a period of 2 years or until ultimate landscaping is installed by individual lot deveiapers. Trees will not be planted cs to interfere with existing trees. Ultimate landscaping will include a continuous evergreen hedge and an underground irrigation system.. All dead plant material will be removed and replaced per the City of Grapevine regulations and approved Concept Pion. 23. Public Right -of -Way Dedication - A right-of-way dedication of 10 feet well be provided at the southeast corner of Bonham Trail and Alamo Trail. Placement of the screening will be along the east line of the proposed dedication. w � f 24. Building Heights - All structures shall have a maximum height of 1 story. 25. Restricted Uses - Lots 7-11 will be restricted to "CN" Neighborhood Commercial District uses (Retail, Professional Office, etc.). Restaurants or Restaurants with drive-thru service are excluded from these uses. 26. Restaurants with Drive-Thru Windows - Drive-thru restaurants will not allow outdoor dining or outside auditory speakers. Drive -up windows will be placed away from residential uses. 27. Outdoor Dining - Outdoor dining on restaurants will be structurally covered and located away from residential uses. 28. Lighting- Westgate Plaza lighting shall be designed to provide light levels accept obi e by the City of Grapevine. They shall be low level, directed downward, and pointed away from residential uses. Light poles within Zone "C" ore not to exceed 10' in height. Lighted signs on building facades shall not be visible from single family homes and shall be turned off at closing. 29. Signs - All signs on site (Grapevine or Southlake) must be turned off at closing. Signposts shall not exceed 40' in height as measured from ground to the top of the sign, 30. Dumpsters - Trash receptacles, as constructed by future lot development, shall be setback a minimum of 120' from any single family property line and sholl be fenced and gated on all sides, and landscaped on three sides. Landscaping shall consist of evergreen shrubs. 31. Grease Traps and Kitchen Vents - Traps and vents items shall be located away from residential uses. Maintenance shall occur during daytime hours. 32. Truck Traffic - Westgate Plaza supply deliveries and trash pick-up shall occur during the hours of 7:00 AM to 6:00 PM. Sunday truck traffic shall be prohibited. 33. Construction Traffic - Traffic associated with any construction activities sholl be prohibited through any residential uses. All construction activities and deliveries shell be limited to 8:00 AM - 5:00 PM, Mon. -Sat. 34. AC and Electrical Units - These units and other noise generating units shall be screened from view whether roof rnourted or ground level. Ground level units Shall be located away from all r fence and or n screening residential uses and surrounded with sc nin evergreen hedge material, 35. The proposed revisions to the Master Site Plan conform to the previously approved Master Site Plan. FaZERM UEST CL117-14 IS A REQUEST TO AMENO THE'VEO SITE PLAN OF CU12-39 (ORD 2012-56)MERCIAL CENTER, SPECIFICALLY TO ALLOT! FORARE FOOT VETERINARY OFFICE BUILDING .`r:' Will. CU_RTIS BC ..�. 105892 14 CIL PROJEC SOU, „ LOCATIO Vicinity hfap 1"=1000' BLOCK 2R LOT 14 3.018 AC. (131,464 SF) TOTAL FLOOR AREA 17,724 SI FLOOR AREA RATIO 1:0.13 LOT COVERAGE 14% (BLDG.) 170% (BLDG. & PAVING) 73% (BLDG. & PAVING) OPEN SPACE 27% LOT 2A 1.594 AC. (69,451 SF) TOTAL FLOOR AREA 8,325 SF. FLOOR AREA RATIO 1:0.12 LOT COVERAGE 12% (BLDG.) 707 (BLDG. & PAVING) 54% (BLDG. & PAVING) OPEN SPACE 46% LOT 3R 3.153 AC. (137,323 SF) TOTAL FLOOR AREA 27,545 SF. FLOOR AREA RATIO 1:0.20 LOT COVERAGE 207 (BLDG) 76% (BLDG & PAVING) OPEN SPACE 24% CU06-31/CU07-04 BLOCK 3 LOT 1 10.924 AC. (40,214 SF) TOTAL FLOOR AREA 1.3,500 SF./2,585 SF. FLOOR AREA RATIO .1:0.1 LOT COVERAGE X10% (BLDG.) 170% (BLDG. & PAVING) OPEN SPACE 130% LOT 2 11.34 AC. (58,454 SF) TOTAL FLOOR AREA 0,000 SF./3,642 SF. FLOOR AREA RATIO ;1:0.14 LOT COVERAGE 110% (BLDG.) 707 (BLDG. & PAVING) - -OPEN SPACE 130% -- - M -,a,006 \ Z : ❑ 0Z W,nN ❑ � ZF--�N W WUlwoI 3 Ww�az 2Nm Z2'.'m 0 N10 )< ZpW❑T inta W�om IL U) Q N z W N 0 d W W ~Lu,,QZ m < U 0 0 zF- (n - LL Q OF - OW �Q Q CL Q W 0- H W to 0 F- W 0 W F- F- C7 Q W DRAWN: WCB DATE: 06/05/2017 HEI #: 17-115 SHEET NO: MSP CASE NAME. NEIV'E12 CASE NUMBER: CU1; 14 LOCATION: 2700 W. STATE HWY. 114 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: i N% i SHEET: 1 OF 10 ¢i APPROVAL DOES NOT AU"HORIZE ANY WORK IN CONFLICT WITH ANY CODES On ORDINANCES. .ri i t DEPAR-MENT O: DEVELOPMENT SERVICES M -,a,006 \ Z : ❑ 0Z W,nN ❑ � ZF--�N W WUlwoI 3 Ww�az 2Nm Z2'.'m 0 N10 )< ZpW❑T inta W�om IL U) Q N z W N 0 d W W ~Lu,,QZ m < U 0 0 zF- (n - LL Q OF - OW �Q Q CL Q W 0- H W to 0 F- W 0 W F- F- C7 Q W DRAWN: WCB DATE: 06/05/2017 HEI #: 17-115 SHEET NO: MSP S 89°74'19" E 450.96' AN 17 1 , t , .ms,n PROP; FDC EXIST. 2' WATER (DOM) S 89'13'34' E 46.5 S' a :114, 4? PROP. 6 WA 'R (FDS),. EXIST. PVMT. i 14*01 PROP -DUMPSTER W/8' MASONRY, / P /! ENCLOSURE TO MATCH BUILDINGb / / PROP. 7 SF�� DUMPSTER ✓/ /`V! / a PAVEMENTPROP. 5' / //� / %t / a��. SIDEWALKPROP. BFR W/IiANDRAiLS 1 `li PROP. 6' / Il i, ,�^�,- sy ? 1'• �.•'. - SIDEWALK -� 238 LE FIRE PROD'. CONC. PAVING HOSE LAY ADA PARKING SIGN /r, �. // \ ,� S>T PROP STAIRS 19-6" RISERS) �-` W/HANDRAILS BOTH SIDES PER TAS / \ l Abu' \ t 0 y'.r PROP M CH AREA W yXX_ f_ SCREENING BU HE � �•� t.=ti EXIST 2RCP 4' /PROPOSED 2 -STORY BUILDING F.F.E.=626.50 IST STORY --13.702 SF !?% 2ND STORY=2,765 y TOTAL=16,467 SF LOT 3R BLOCK 2R ZONED "CC" COMVUNITY OMM F.RC. A;. U STRICT PROP S:DEWAI..K -EXIST. 1' WIDE ROCK RETAINING WALL ADA PARKINGSIGN PROP. CONC V1iY PAG >\ , FIRE HYDRANT FXiST. 8" WATER EXIST 5' SIDEWALK EXIST 8" - EXIST 6" WATER. (FIRE)^~ 71 ! F i EXIST. SSM EXIST 8 SS eklST �i - : ,p l BARRIER FREE RAMP REQUIREMENTS / / ' //°7.• " 30 /t \Y/ (RETAINWALLS TINGO BE DESIGNED BY ," / LAND AREA (AC) q J., .• STRUCTURAL ENGINEER) PROP. 6' ry SIDEWALK papa 4 _ 1g, •-./ �21 BLOCK 2R ZONED "CC„ COMMUNITY 27,465 67,993 OPEN SPACE (7) - PHASE 1 EXISTING 0 OPEN SPACE (SF) - PHASE 2 27,465 '-STORY BRICK / 20 &STONE .c ✓ tyL"i 1 1 r BU I. DING, F.F E=62201 :j , Q / /'1?.�:� \ 1 13,843 SF `' I BUILDING COVERAGE (SF) - PHASE 2 N. \ 213 08 • , / \ l Abu' \ t 0 y'.r PROP M CH AREA W yXX_ f_ SCREENING BU HE � �•� t.=ti EXIST 2RCP 4' /PROPOSED 2 -STORY BUILDING F.F.E.=626.50 IST STORY --13.702 SF !?% 2ND STORY=2,765 y TOTAL=16,467 SF LOT 3R BLOCK 2R ZONED "CC" COMVUNITY OMM F.RC. A;. U STRICT PROP S:DEWAI..K -EXIST. 1' WIDE ROCK RETAINING WALL ADA PARKINGSIGN PROP. CONC V1iY PAG >\ , FIRE HYDRANT FXiST. 8" WATER EXIST 5' SIDEWALK EXIST 8" - EXIST 6" WATER. (FIRE)^~ 71 ! F i EXIST. SSM EXIST 8 SS eklST �i - : ,p l BARRIER FREE RAMP _C •?l , ^�...;� � 6 "S" ° ^7 PROVIDED LAND AREA (AC) LOT 2A 3.153 PROP. 6' ry SIDEWALK papa 4 _ 1g, •-./ �21 BLOCK 2R ZONED "CC„ COMMUNITY 27,465 EXIST FIRE / / 1 HYDReN D , �\ EXIST. 24- gft ,� RCP STORM i� 0 3.92% , J '- -BARRIER- FREE -' ll�J / RAMP EXIST 1' WIDE ROCK ?- /' RETAINING WALL r s- -01, \238 _F FIRE \-C IRE\ Ii05� LAY HYDRANT \ u _ EXIST ---ROP. ,PROF 6' ON PREIA ISFa ....�. \ - \ .., ;` SIDEWALK MONUMENT SIGN-_,, ARCIIITECT Cross Timbers Architects, LLC 4315 Windsor Centre Trail, Suite Flower Mound, Texas 76205 Contact: Shannon Pearcey Phone: 972-355-7754 ENGINEER Horneyer Engineering, Inc. P.O. Box 294527 Lewisville, Texas 75029 Contact: Steven R. Homeyer, P Phone: 972-906-9985 Lp ( , i / J,•T l. T'' l r� /5 , ^�...;� EXISTING BUILDING IRON ROD SET REQUIRED PROVIDED LAND AREA (AC) LOT 2A 3.153 LAND AREA (SF) 30,000 137,323 BLOCK 2R ZONED "CC„ COMMUNITY r s- -01, \238 _F FIRE \-C IRE\ Ii05� LAY HYDRANT \ u _ EXIST ---ROP. ,PROF 6' ON PREIA ISFa ....�. \ - \ .., ;` SIDEWALK MONUMENT SIGN-_,, ARCIIITECT Cross Timbers Architects, LLC 4315 Windsor Centre Trail, Suite Flower Mound, Texas 76205 Contact: Shannon Pearcey Phone: 972-355-7754 ENGINEER Horneyer Engineering, Inc. P.O. Box 294527 Lewisville, Texas 75029 Contact: Steven R. Homeyer, P Phone: 972-906-9985 Lp ( , i / J,•T COMMERCIAL DISTRICT IRON ROD FOUND [R. S. IRON ROD SET REQUIRED PROVIDED LAND AREA (AC) 0.689 3.153 LAND AREA (SF) 30,000 137,323 OPEN SPACE (SF) - PHASE 1 27,465 67,993 OPEN SPACE (7) - PHASE 1 J 49 OPEN SPACE (SF) - PHASE 2 27,465 32,285 OPEN SPACE (%) - PHASE 2 54 ;T. FIRE- op YDRANT ,. 7Fj CONDITIONAL USE REQUEST CU17-14 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN OF CU12-39 (ORD 2012-56) FOR A PLANNED COMMERCIAL CENTER, SPECIFICALLY TO ALLOW FOR A 16,467 SQUARE FOOT VETERINARY OFFICE BUILDING NOTES: 1. THE PURPOSE OF THIS SITE PLAN IS TO CONSTRUCT AN 16,467 SF OFFICE BUILDING WITH A FIRE SPRINKLER SYSTEM AND ALARM. 2. CITY OF GRAPEVINE CONSTRUCTION STANDARDS APPLY WHETHER INDICATED ON THESE PLANS OR NOT. 3. THE PROPOSED TRUNCATED DOMES SHALL BE INSTALLED ON THE SIDEWALK AT ITS INTERSECTION WITH THE DRIVEWAY TO IDENTIFY THE POTENTIAL CONFLICT IN ACCORDANCE WITH RAMP SPECIFICATIONS. RAMPS IN RIGHT-OF-WAY SHALL MATCH (IN COLOR) TO EXISTING RAMPS. 4. ALL ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND. 5. ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW. 6. USE CITY OF GRAPEVINE DETAILS FOR ADA RAMPS WITHIN PUBLIC RIGHT OF WAY. T ALL THE REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. 8. TI -IE LIGHTING LEVELS AT THE SOUTH, EAST, AND WEST PROPERTY LINES SHALL NOT EXCEED 3.0 FOOT-CANDLES AND NOT EXCEED 0.5 FOOT-CANDLES AT THE NORTH PROPERTY LINE. NBOUGH CLUNG PROJECT LOCATIO' PAVEMENT LEGEND i LIGHT DUTY PAVEMENT PROPOSED 5" 3,600 PSI CONC. 0 28 DAYS WITH #3 BARS 0 18" O.C.E.W, SIDEWALK PAVEMENT PROPOSED 4" 3,600 PSI CONC. 0 28 DAYS WITH //3 BARS 0 18" O.C.E.W. PAVEMENT NOTES 1. ALL PAVEMENT SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 6" AND COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY AT OR ABOVE OPTIMUM MOISTURE. 2. THE CONTRACTOR SHALL DOWEL & EPDXY #4 X 24" SMOOTH BARS 0 24" CENTERS ALONG ALL PROPOSED TO EXISTING CONCRETE EDGES W/ 3/4" EXPANSION JOINT & SELF LEVELING JOINT SEALING COMPOUND. 3, THE CONTRACTOR SHALL PROVIDE A Y^2" EXPANSION JOINT W/ SELF LEVELING JOINT SEALING COMPOUND BETWEEN THE PROPOSED CONCRETE PAVEMENT AND THE PROPOSED BUILDING 1 SITE INFORMATION LEGEND ZONING: COMMUNITY COMMERCIAL (CC) IRON ROD FOUND [R. S. IRON ROD SET REQUIRED PROVIDED LAND AREA (AC) 0.689 3.153 LAND AREA (SF) 30,000 137,323 OPEN SPACE (SF) - PHASE 1 27,465 67,993 OPEN SPACE (7) - PHASE 1 20 49 OPEN SPACE (SF) - PHASE 2 27,465 32,285 OPEN SPACE (%) - PHASE 2 20 24 BUILDING COVERAGE (SF) - PHASE 1 82,394 13,843 BUILDING COVERAGE (%} - PHASE 1 60 10 BUILDING COVERAGE (SF) - PHASE 2 82,394 27,545 BUILDING COVERAGE (7) - PHASE 2 60 20 MAXIMUM IMPERVIOUS (SF) - PHASE 1 109,858 69,330 MAXIMUM IMPERVIOUS (7) - PHASE 1 80 51 MAXIMUM IMPERVIOUS (SF) - PHASE 2 109,858 105,484 MAXIMUM IMPERVIOUS (%) - PHASE 2 80 76 BUILDING HEIGHT (FT) - PHASE 1 50 33.92 BUILDING HEIGHT (FT) - PHASE 2 50 33.08 STANDARD PARKING - PHASE 1 51 90 HANDICAP PARKING - PHASE 1 4 2 STANDARD PARKING - PHASE 2 106 121 HANDICAP PARKING - PHASE 2 5 6 ANY F01 Y Q d l Z J VICINITY MAPI.. �. o ti Uj SCALE- 1'•-1000' W1 w a a'�! :.., WM...CURTIS BOULDIN-j A 105892 W J � % i CASE NAME; NE'I'VET2 CASE NUMBER: CU17-14 LOCATION: 2700 W. STATE HWY. 114 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION I CHAIRMAN'i, DATE: SHEET: 2 OF 10 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES Uqw •lam' LyN� am O W p ZO f ZWO WNCI ZO�t-o H-mN QN•5 W�0_W_ W Ln WJ0 f�W W El •IL zd'Nm in M L9r1 4 N 0 LJ O ZWOT amN WF(aoa, a F) 12�N z� NUdWa- F- W�Qz >WO�U�D F — m<<CDOU ZpF— z o w z Q J J QW Z O� z O U 1 DRAWN: WCB DATE: 06/05/2017 HEI #: 17-115 SHEET NO: SP LEGEND I R. F. IRON ROD FOUND [R. S. IRON ROD SET X CUT X IN CONCRETE FOP. FENCE CORNER POST ASPHALT QT TELEPHONE MANHOLE tal POWER POLE LIGHT POLE WATER VALVE 0SSMIi SANITARY SEWER MANHOLE -5 FIRE HYDRANT 0WM WATER METER EXISTING PARKING COUNT ® PROPOSED PARKING COUNT a'�! :.., WM...CURTIS BOULDIN-j A 105892 W J � % i CASE NAME; NE'I'VET2 CASE NUMBER: CU17-14 LOCATION: 2700 W. STATE HWY. 114 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION I CHAIRMAN'i, DATE: SHEET: 2 OF 10 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES Uqw •lam' LyN� am O W p ZO f ZWO WNCI ZO�t-o H-mN QN•5 W�0_W_ W Ln WJ0 f�W W El •IL zd'Nm in M L9r1 4 N 0 LJ O ZWOT amN WF(aoa, a F) 12�N z� NUdWa- F- W�Qz >WO�U�D F — m<<CDOU ZpF— z o w z Q J J QW Z O� z O U 1 DRAWN: WCB DATE: 06/05/2017 HEI #: 17-115 SHEET NO: SP F PARKING LOT TOTAL PARKING AREA: LANDSCAPE AREA REQUIRED: LANDSCAPE AREA PROVIDED: TREES REQUIRED: TREES PROVIDED: Proposed per Previous Submittal: Existing (Mature) Trees to Remain: TOTAL SITE TREES: PERIMETER LANDSCAPE TOTAL PERIMETER LENGTH: TREES REQUIRED: TREES PROVIDED: Proposed per Previous Submittal: Existing (Mature) Trees to Remain: TOTAL SITE TREES: 137,323 SF 13,741 SF (10% OF PARKING AREA) 19,625 SF (14% OF PARKING AREA) 35 TREES (1 TREE PER 400 SF OF REQUIRED LANDSCAPE) 19 TREES 17 TREES 36TREES 1,453 LF 29 TREES (1 PER 50 LF OF FRONTAGE) 21 TREES 18 TREES 39 TREES N6 ` IV 63 gBs9. SITE LANDSCAPE TOTAL SITE AREA: LANDSCAPE AREA REQUIRED LANDSCAPE AREA PROVIDED AREA IN NON -VEHICULAR OPEN SPACE OPEN SPACE TREES REQUIRED: OPEN SPACE TREES PROVIDED: NOTE: EXISTING TREES. 60 30 D 30 60 Feet SCALE: 1'= 30' 137.323 SF 27,465 SF (20% OF SITE AREA) 32,285 SF (24% OF SITE AREA) 27,465 SF (20% OF SITE) 11 TREES (1 TREE/2500 SF) 25TREES TREE TOTALS SHOWN ABOVE INCLUDE BOTH PROPOSED AND PLANT SCHEDULE CODE COMMON NAME /BOTANICAL NAME - TREES COD` COMMON NAME/ 150TANICAL NAME CONT CAL 512E QTY EXHIBIT 3'Cal 8-10' ht. I Page 1 ' J CC Ceras caradensl5 / E.Tetem Redbird CONT. mm. 3 hunks total 3`; parking lot tree mm. ProPosed w.th Phase I Landscape Plan 0 OTX Quercus texana / Texas Red Oak CONT. 3'Cal mm. mn. 6' 2 parking ee lot tr GA Glossy Abel./ Abel. grand,flora 5,3.1 { ( k CE Uimus cra—folo / Cedar Eim CONT. 3'Cal mm. min. 6' 3 street tree WX DwarfWax Myrtle / Mynca pusula 39.1 55 EX I Ex,sbng Tree To Remain 30" o.c. Proposed wth Phase I Landscape Plan CODE .............. COMMON NAME / BOTANICAL NAME ._.........._..__..._....__.............___..._......____._............... COM SPACING ........_._ ..._.... OTY .......... Ref. Phase I Plans for sae, species, 4 quantity LA Aztec Grass / Lmope In— 'Aztec' I gal I5' o.c. 173 Reference T5 5heets this set for protection methods tnanguUr spaang GROUND COVERS CODE COMMON NAME / BOTANICAL NAME CONT ' Y. EX2 Existing Mature Tree to Remain CD Bemn da Grass / Cynodon dactylon 'bf 419' sod Reference Phase I Tree Prosection Plan Install n all ew5ting, proposed, and disturbed Reference T5 sheets this set for protection methods landscape areas to achieve 100% coverage. SNRUBS CODE COMMON NAME /BOTANICAL NAME SIZE QTY EX3 Existing Mature 5hrubs To Remain EX4 E—brg 5hrvb5 To Remain ProPosed w.th Phase I Landscape Plan Ref. Phase 1 Plans for Sae, speoes, 4 parbty X41 GA Glossy Abel./ Abel. grand,flora 5,3.1 37 36" O.C. WX DwarfWax Myrtle / Mynca pusula 39.1 55 30" o.c. SHRUB ARFA5 ........ ______._______ CODE .............. COMMON NAME / BOTANICAL NAME ._.........._..__..._....__.............___..._......____._............... COM SPACING ........_._ ..._.... OTY .......... ' ) LA Aztec Grass / Lmope In— 'Aztec' I gal I5' o.c. 173 tnanguUr spaang GROUND COVERS CODE COMMON NAME / BOTANICAL NAME CONT CD Bemn da Grass / Cynodon dactylon 'bf 419' sod Install n all ew5ting, proposed, and disturbed landscape areas to achieve 100% coverage. GENERAL LANDSCAPE NOTES 1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN). BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL LANDSCAPE AREAS ARE WITHIN A/-0.1' OF FINISH GRADE. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. 2. THE LANDSCAPE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT. THESE NOTES, AND ACTUAL CONDITIONS. THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND OWNER. 3. CONTRACTOR SHALL ENSURE THAT THE GRADE IN SOD AREAS SHALL BE I* BELOW FINISH GRADE BEFORE INSTALLING SOIL AMENDMENTS, AND 2' BELOW FINISH GRADE )N SHRUB AREAS BEFORE INSTALLING SOIL AMENDMENTS. MULCH COVER WITHIN 6" OF CONCRETE WALKS AND CURBS SHALL NOT PROTRUDE ABOVE THE FINISH SURFACE OF THE WALKS AND CURBS. MULCH COVER WITHIN 12' OF WALLS SHALL BE AT LEAST 3" LOWER THAN THE TOP OF WALL. 4. INSTALL 5OUNCE. WOVEN, NEEDLE -PUNCHED POLYPROPYLENE FABRIC UNDER ALL MULCHED AREAS AND INDIVIDUAL TREE RINGS. 5. INSTALL SHREDDED HARDWOOD MULCH TOPDRESSING IN ALL PLANTING BEDS (2" DEPTH)AND ALL TREE RINGS (3DEPTH). DO NOT INSTALL MULCH WITHIN 6" OF TREE ROOT FLARE 6. INSTALL 14G. GREEN STEEL EDGING BETWEEN ALL PLANTING BEDS AND TURF AREAS, AND BETWEEN GROUNDCOVERS AND OTHER PLANTS (WHERE INDICATED ON THE PLAN). 7. HYDROMULCH ALL DISTURBED AREAS OUTSIDE OF PROPERTY LIMITS (UNLESS SHOWN AS SOD). S. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (LE., MINIMUM PLANT QUANTITIES. PLANTING METHODS, TREE PROTECTION METHODS. ETC.). 9. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE 10. NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED. IF ANY OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE DESIGNER IN WRITING (VIA PROPER CHANNELS). 11. PLANTS MAY BE INSPECTED AND APPROVED OR REJECTED ON THE JOSSITE BY THE OWNER OR OWNER'S REPRESENTATIVE. 12. THE LANDSCAPE CONTRACTOR SMALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWN ON THESE PLANS FOR 90 DAYS BEYOND FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE OWNER. LANDSCAPE MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THE FOLLOWING ACTIONS (AS APPROPRIATE): PROPER PRUNING. RESTAKING OF TREES. RESETTING OF PLANTS THAT HAVE SETTLED, MOWING AND AERATION OF LAWNS, WEEDING, RESEEDING AREAS WHICH HAVE NOT GERMINATED WELL, TREATING FOR INSECTS AND DISEASES,REPLACEMENT OF MULCH, REMOVAL OF LITTER, REPAIRS TO THE IRRIGATION SYSTEM DUE TO FAULTY PARTS AND/OR WORKMANSHIP, AND THE APPROPRIATE WATERING OF ALL PLANTINGS. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON TO MAXIMIZE WATER CONSERVATION. 13. SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHAL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL STAND OF GRASS AT NO ADDITIONAL COST TO THE OWNER. 14, TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING CONDITIONS MUST OCCUR: A. THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR SEASONAL DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BY HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE. B. ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE. C. SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 112 INCHES BEFORE FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY GROWTH, BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE RESODDED OR RESEEDED (AS APPROPRIATE) PRIOR TO FINAL ACCEPTANCE. ALL SODDED NRF SHALL BE NEATLY MOWED. 15. SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. 16, THERE ARE EXISTING TREES ONSITE; CARE SHALL BE GIVEN TO PROTECT AND PRESERVE ALL EXISTING TREES DURING CONSTRUCTION. PLANTING AND IRRIGATION GUARANTEE THE LANDSCAPE CONTRACTOR SHALL GUARANTEE THAT ALL NEWLY INSTALLED AND EXISTING PLANTS SHALL SURW VE FOR ONE YEAR AFTER FINAL OWNER ACCEPTANCE OF THE INSTALLATION WORK. THE CONTRACTOR SHALLALSO BE RESPONSIBLE FOR APPROPRIATE WATERING OF THE LAN05CAPE THROUGH INSTALLATKXN OF A PROPERLY DESIGNED IMR IINN SYSTEM THE OWNER SHALL APPROVE THE SYSTEM DESIGN BEFORE WSTALLATION OF PLANTS OR IRRI(IATION_ EVERGREEN DESIGN GROUP (800)6866670 519 1 30 Ramage Rd Sx 121 R *a A TX75087 xww.lmdnapcso Iw4xpm LANDSCAPE PLAN CASE NAME:NETVET2 CASE NUMBER: CU1744 LOCATION: 2700 WEST STATE HWY. 114 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 3 OF 10 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES M Z° 1m 0 W �Zf-N D Z W N D Z9 Q�mj WrVIY'NW_ W WUU))WO1 �ww�IL IxNin3 Z2Ig, 0 ,D NC4 jI�LLLp vv X D ZWD° a(aN Wf-'00 o: C U) LL]Q Q Z W Z NydL�U W� �I' w0WUQZ m < `L (DO LIJ L0 LL o Z`'�_'­r01- O LLLLLI Z 4 Ute, o�pt'Dscgga �AEL AFF °m 0 S 7-10-17 DRAWN: WCB DATE: 06/05/2017 HEI #: 17-115 SHEET NO: LP -1 ! _ _ _ ... LANDSCA _ EXHIBIT PE CALCULATIONS PHASE 1 PARKING LO7 TOTAL PARKING AREA: 53,075 SF LANDSCAPE AREA REQUIRED: 5,308 SF (10% OF PARKING AREA) " + TREES TREES PROVIDED: 12 TREES REQUIRED 8 TREES ( EE PER 400 SF OF REQUIRED LANDSCAPE) LANDSCAPE AREA PROVIDED: 5,855 5E (11.0% OF PARKING AREA] mom \ 1 v 1U au m PE ' - `�♦ i Scale 1 - 20 / J PERIMETER LANDSCAPE � � r i`,� 0 y TOTAL PERIMETER LENGTH: 1,453 LF _. �"1 ! r - - t-- . •' "" -� • ..'� i�� \- TREES REQUIRED: 29 TREES (i PER 50 LF OF FRONTAGE) TREES PROVIDED: 36 TREES 1 n \ �l ��` _ TOTAL SSITE N7�E AREA CAPE 137,323 SF y f 01LBU (EXISTING)v,; �, ` LANDSCAPE AREA REQUIRED: N 27,485 SF (20%OF SITE AREA) .•f' R, .� - _ LANDSCAPE AREA PROVIDED: 57,993 SF (49.5% OF SITE AREA) .., ( !) � -", '"�- - ! — -y , , ; • `�% 2 LECA '"'� \ \i: �`:\ AREA IN NON -VEHICULAR OPEN SPACE: 28,185 SF (20.5% OF SITE OPEN SPACE TREES REQUIRED 11 TREES (1 TREE/2500 SF) OPEN SPACE TREES PROVIDED: 25 TREES 6' %( - - NOTE TREE TOTALS SHOWN ABOVE INCLUDE BOTH PROPOSED AND EXISTING TREES. , „ - r T-_ 1 !, 75119U (EX1$TJN,F,+{ , - / ti r O EXISTING TREES TO BE PROTECTED IN PLACE (TYP) SEE SHEETS TP1 AND TP2 ij 12 ]LBO (EXISTING : '1 3/ �.h C \\ ! 10ECA 2CECA ';� /� ). i , 16ILBU EXISTING K EXISTING BUILDING V 2 CECA t OUTEt 9ILBU "ISTIpi (EXISTING)_ ti. I e ' QUTE ._ :::_ I L i E L_ r'. -...__.. ILBU- 'z 55 1 I Jx ! $ i t , DESIGN EVERGREEN UP SEE SHEET TP2 FORS. sTEELE 'ING • PLANTING LEGEND AND LANDSCAPE CALCULATIONS ( _ I REMAIN (TYP.) irg z Q J W a z W Q 0- lLl Q 0 U Q U)S D IL Z Q J E L� ty N9 1541 +p 1002012 I DRAWN: LML I I DATE: 07/17/12 1 I HEI #: 12-133 1 CASE NAME: NETVE12 SHEET NO: CASE NUMBER: CU17-14 LOCATION: 2700 W. STATE HWY. 114 SHEET: 4 OF 10 L P 1 -dq b Of Iy COM PO591 ION COMP051-,011 --M 5H - NGL -5 A5 5EL, SHINGLF_A-5 5fl- Y" 2755 0. DEC. AFT IC DEC. CORBE VENT A5 5EL. TIT, AS 5 5it.11CCC TRIM PRCK A5 Jcco TKIM. Ttr1T A' , 5Q. rYl. 5EL. TYF, STONE A,15 rn T COM PO591 ION DEC. CORBELS --M W -t (R-) SHINGLF_A-5 5fl- 1- Facade S.F. 2755 0. 125 -iUCCo 4 Y, RMILOC� COMP05MON 5it.11CCC TRIM PRCK A5 ShiNGLE At, 5EL Ttr1T A5-� lyP. 5EL. TYF, STONE A,15 rn T COMFOEilTION Wi- K TADL I! DECATTIC 5nINGtf5 A5 5ft. 3. '-.F. 1. TYF DEC CC°5fi_5 339 5J, 125 0. 4 P-. MA—y T-Uk, A5 52. TYP. VSTONE ASJ 7A� /DIJCI, A5 V A -,j 5rOKE BA51! RIC L5:-LNf-DA--3,t LSTONE BA51! j 5TO'` L,C- IWCY,ET Tl?. --CO TRII 5,�, T�p.- 5' �, TYP. w1l DEC. W`OOD P W/ DEC. WOO EEL C DEC. WOOD IN DEC. CORBELS --M W -t (R-) 5-h (LOQ 1- Facade S.F. 2755 0. 125 1904 s.f. RMILOC� F -a 5.r. .. . ...... .... r Ttr1T 2269 5EL. TYF, STONE A,15 rn T COMFOEilTION Wi- K TADL I! 5nINGtf5 A5 5ft. 3. '-.F. Ll 339 5J, 125 0. 4 P-. MA—y T-Uk, 2043 51-190% c4 2 VSTONE ASJ 7A� /DIJCI, A5 V A -,j 5rOKE BA51! RIC L5:-LNf-DA--3,t LSTONE BA51! j 5TO'` L,C- IWCY,ET Tl?. 1 ll� �T 5N.. BRACK- Fal. I TY" 5,�, T�p.- 5' �, TYP. w1l DEC. W`OOD P W/ DEC. WOO EEL C DEC. WOOD 5EL -c1r. STONE A��-- BRICK .45 . j 'EL. ro,,,r ABV POS' ADV PO"T ADV 1404 Om .0 62%,l 2 "I. Frfl. 5EL ?YP. 5OLDIER RO61-OCK RCMILOCK —W`XT1 STONEA, AS DffK 'CONCRETE PADS FOR MECHANICAL 5'L, TYP, �EADEP� TYP. WATERITAB., ff - -o I M. -1 2 226�4 STONE AS "VADER Typ, WATtVA511-f! HvAv.-R 0, urd ICF, 0 2 Tyr, 99 s.1. and G'% ot 2 5EL tyr. lyfl. MATFRIAI TABULATION CHART IN DEC. CORBELS --M W -t (R-) 5-h (LOQ 1- Facade S.F. 2755 0. 125 1904 s.f. 1251 50f, F -a 5.r. .. . ...... .... STUCCO TRIM VENT 15 5EL. -P. -*4A5 2269 5EL. TYF, STONE A,15 2G COMFOEilTION 5fl, T�f 5nINGtf5 A5 5ft. 3. '-.F. 4900. 339 5J, 125 0. 4 P-. MA—y T-Uk, 2043 51-190% c4 2 971 0, a,w eO'l of 2 1466 >.L aw 94%0.2 992 s.l. -,165% of 2 do%' L,C- IWCY,ET Tl?. 0. 639 ,J. a,0 245% of 2 273 tJ. - 2 ,% c:2 Wq 53. -1 52% cq .1 290 s 4. -4 WS of 2 FFc---j ',W DEC, WCVYJ 'EL. P05T ABV STCNF A'�—"ROA EODER,.=K/ 1404 Om .0 62%,l 2 698 s.f, mW 63% &. 2 C!,,' and 42% 0 2 702 J. and 62% ci 2 ias'IFF+Kat:eJ —W`XT1 STONEA, AS 'CONCRETE PADS FOR MECHANICAL 5'L, TYP, 5EL Ty?, 5EL TYF, 2 tix.226 - -o I M. -1 2 226�4 134 12%c1 2 99 93 of 2 134 ;. -a 121� C94 0, urd ICF, 0 2 134 0. -d 12% f 2 99 s.1. and G'% ot 2 134 0. and 12%.I 2 -F F`11'J HEADER TYP F -'-0 A, N LB CK A5 PRJU, A5 5EL. r,?. 'WATEKTADLE DE(l, WOOD NATIPJAVLt BRACKET T)1. WEST REAR) ;�R) ELE ATION I "NOTE: ALL ROOF PITCHES TO BE G:1 2 IJIJLE55 NOTED OTHERWISE. METAL ROOFS TO BE 4; 12 PITCH. **NOTE: EXTERNAL ELECTRICAL PANELS TO BE PAINTED/ TEXTURED TO MATCH MATERIAL AND COLOR Of BUILDING **NOTE: "THE CITY OF GRAPEVINE CONSTRUCTION STANDARDS APPLY, WHETHER INDICATED ON THESE PLANS OR NOT." BRICK ROWLOCK CAP TO MATCH BUILDING BUILDING Imm BRICK TO MATCH CONC. FILLED ED 8* 51L. BOLLARD METAL GATI!5 ........... ...... .......... .... 1,4'1 . ........... NOTE: MATERIALS AND CONSTRUCTION TO MATCH MAIN BUILDING 2-GO70 METAL GAI f5 P,' DIA. CONIC. (TYr. OF 2) FILLED DOLLARD 9DY45Tf-P\ f-NCL05UU -12-17 MATERIALS • ROOFING COMPOSITION 5HINGU5 TO MAIC I tXI5rINGbULD't MEAL. PCOF-NC TO MATCH FXI51`114C BUILDING • STONE STONE' 5TY11 AND COLOR TOMATCHLXi5llNG V.-UILDNIG • BRICK t BRICK ACCENTS CRICK SIZE AND COLOR TO MATCH EXI .TING 5;JI1D,Nr • STUCCO4 STUCCO ACCENTS 5TUCCO AND STUCCO ACCIUM! TO MArCII rx5TING eult.034G • FASCIA AND SOFFITS 5hERVON WILLIAMS: 6 z 41 50FIEK' I • DECORATIVE WOOD BRACKETS COLOR: CEDAR • WINDOWS ANDfR50N : DARK BRONZE CONSTRUCTION V-A 5FRiNKI. EKED OCCUPANCY/ U5f- O-OFFICE/ GENERAL 5LJ51Nt55 17-0341 REVISED JULY 12) 2017 1 F & Z I EXHIBIT SE NAME: NEIVET2 CASE NUMBER: CU17-14 LOCATION: 2700 W. STATE HA'Y. 114 MAYOR SECRETARY DATE: I PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 5 OF 10 APPROVAL DOES NOT AUTHORIZEANY WORK IN CONFLICT WITH ANY CODES OR OROINANCE S I i DEPA.R'M ENT OF OEVELOP.ENT SERVICES i Lk-, ,N' 60 LLJ-6 6 T, . Zoo z 7 9' NG W — 14 ry af - w Im JOI 6 Z W W 57 w Z2,1 ly 0 2,1 L9 �, -. x 0 ZWOT IL T W in 0) EL I ED] c/) Lu < z W' IN C\l < v c\j 0 0- W D - w 1— 0 Lli cr F-- (5 1 z < < o o W (D Lr) LL (-) F- �— cf) z 0 w —j < c� F- 0 LLJ L < > r LIJ U _j W DRAWN: WCB DATE: 06/05/2017 HEI #: 17-115 SHEET NO: L ELEV-1 DEC. CORBELS DEC. AT TIC; A5 5E,_ Tr*VE NT A-9 5EL.DEC. CORBEL -1 _L A5 5f -,)'F NC DEC. ATTIC5EL STUCCO TRIM VENT 15 5EL. -P. -*4A5 5EL. TYF, STONE A,15 COMFOEilTION 5fl, T�f 5nINGtf5 A5 5ft. Tyr, ONE A5 5r.L TYF. ............ . .. L,C- IWCY,ET Tl?. HEADER IYP. STONE BnS: BRICK AF, ',W DEC, WCVYJ 'EL. P05T ABV STCNF A'�—"ROA EODER,.=K/ 5OLOIEFJ/ ROVIOCI J IL5TONF AS \BRICK A5 —L, TYF. WATERTAbLE MEADER TY!', HEADtt TY?. KTADLE. 5EL. TYT. 5EL. rw. [BRICK BRICKAj —W`XT1 STONEA, AS 'CONCRETE PADS FOR MECHANICAL 5'L, TYP, 5EL Ty?, 5EL TYF, fQUIPMEN r TO BE PLACED ON TH15 ELEVATION,* SIDE OF BUILDING. 5CRIffN G5�44,ff) MECHANICAL EQUIPMENT WITH 3' HT. HEDGE AS REQUIRED. HEADER TYP F -'-0 A, N LB CK A5 PRJU, A5 5EL. r,?. 'WATEKTADLE DE(l, WOOD NATIPJAVLt BRACKET T)1. WEST REAR) ;�R) ELE ATION I "NOTE: ALL ROOF PITCHES TO BE G:1 2 IJIJLE55 NOTED OTHERWISE. METAL ROOFS TO BE 4; 12 PITCH. **NOTE: EXTERNAL ELECTRICAL PANELS TO BE PAINTED/ TEXTURED TO MATCH MATERIAL AND COLOR Of BUILDING **NOTE: "THE CITY OF GRAPEVINE CONSTRUCTION STANDARDS APPLY, WHETHER INDICATED ON THESE PLANS OR NOT." BRICK ROWLOCK CAP TO MATCH BUILDING BUILDING Imm BRICK TO MATCH CONC. FILLED ED 8* 51L. BOLLARD METAL GATI!5 ........... ...... .......... .... 1,4'1 . ........... NOTE: MATERIALS AND CONSTRUCTION TO MATCH MAIN BUILDING 2-GO70 METAL GAI f5 P,' DIA. CONIC. (TYr. OF 2) FILLED DOLLARD 9DY45Tf-P\ f-NCL05UU -12-17 MATERIALS • ROOFING COMPOSITION 5HINGU5 TO MAIC I tXI5rINGbULD't MEAL. PCOF-NC TO MATCH FXI51`114C BUILDING • STONE STONE' 5TY11 AND COLOR TOMATCHLXi5llNG V.-UILDNIG • BRICK t BRICK ACCENTS CRICK SIZE AND COLOR TO MATCH EXI .TING 5;JI1D,Nr • STUCCO4 STUCCO ACCENTS 5TUCCO AND STUCCO ACCIUM! TO MArCII rx5TING eult.034G • FASCIA AND SOFFITS 5hERVON WILLIAMS: 6 z 41 50FIEK' I • DECORATIVE WOOD BRACKETS COLOR: CEDAR • WINDOWS ANDfR50N : DARK BRONZE CONSTRUCTION V-A 5FRiNKI. EKED OCCUPANCY/ U5f- O-OFFICE/ GENERAL 5LJ51Nt55 17-0341 REVISED JULY 12) 2017 1 F & Z I EXHIBIT SE NAME: NEIVET2 CASE NUMBER: CU17-14 LOCATION: 2700 W. STATE HA'Y. 114 MAYOR SECRETARY DATE: I PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 5 OF 10 APPROVAL DOES NOT AUTHORIZEANY WORK IN CONFLICT WITH ANY CODES OR OROINANCE S I i DEPA.R'M ENT OF OEVELOP.ENT SERVICES i Lk-, ,N' 60 LLJ-6 6 T, . Zoo z 7 9' NG W — 14 ry af - w Im JOI 6 Z W W 57 w Z2,1 ly 0 2,1 L9 �, -. x 0 ZWOT IL T W in 0) EL I ED] c/) Lu < z W' IN C\l < v c\j 0 0- W D - w 1— 0 Lli cr F-- (5 1 z < < o o W (D Lr) LL (-) F- �— cf) z 0 w —j < c� F- 0 LLJ L < > r LIJ U _j W DRAWN: WCB DATE: 06/05/2017 HEI #: 17-115 SHEET NO: L ELEV-1 DEC.ATi1C VENT As Sft- 50LD'ZAD HEER TIP. iTONI' A5 .SEI.. TYP. STONE A SEk. rep "NOTE: ALL ROOF PITCHES TO BE 6: 12 UNLE55 NOTED OTHERWISE. METAL ROOFS TO BE 4:12 PITCH. NOTE: EXTERNAL ELECTRICAL PANELS TO BE PAINTED/ TEXTURED TO MATCH MATERIAL AND COLOR OF BUILDING 'NOTE: 'THE CITY OF GRAPEVINE CONSTRUCTION STANDARDS APPLY, WHETHER INDICATED ON THESE PLANS OR NOT." A5 SE_. TrP. S UCCG, ASS ,YP. 0 MATFR I AI TARIII AT I nN [HART �a,' i`ra,;; FC CO BEL5 Wit ika.r• ..o',:Ge if,;f.i :OV.4OCK ERACKET TYP. i.1. 1904 s.t, 174, s.i. _ f oad 51. SpLDiERAD —I ILI ertx r 4M L01Cr, 57011E A5 f f 2269 "V 1 105 5 . `. I ti s .i 1; 26 nJ, STi;000 5a n•E? WATERTAB tFCAGER. T•'P, A5 5EL TYF. STUCCO TRIM .900. _ SEI.. TYF'. 4--,_ DEC. ATTIC A5 5EL TVP. rot t 971 v f, vd W% N :' tEd'V=.f AS 5EL COMP051. ON (M 80%1 TYP. iVATERTl.BLE. per. STONE. r5 SHIN'j , 5 A5 `_E... 'd 639 5 f and 28-P� 4 2 8 TYP. r" x>Piv.at+k) �LDIFR 404 , f —I 62`€ N 698 5i a,d r3% of 2 z • eM 42% ,12 STONE A5 - — SEI. P _ .* A' -Y To"' M 226 .f ,d 10%142 1345 12&of2 9'1. ad 6%02 ,a:ncf+ 22C 9f. n :0%of7 134 s., aM 129k, :0. 2 ..9 -f. -d 6%of'r. 134 of a6 1213%c17 s .alp: Wit; 5TONff G fIF FO✓T AFN - - - - - __ _ _. 51011;1 STCNtEA F. Ui:IOCti L.ER 604,Oxf 5CL 711 A.ATF.:[A5LP HEAG�€'. TYr'. l:. T"P, H.ALCK `:r'. lfRiC", T)'F. BRICK AS STONC A`a 5EL TW . SEL. T"F. 51*L. T"F. NORTH (RIGHT) ELEVATION a DEC.ATi1C VENT As Sft- 50LD'ZAD HEER TIP. iTONI' A5 .SEI.. TYP. STONE A SEk. rep "NOTE: ALL ROOF PITCHES TO BE 6: 12 UNLE55 NOTED OTHERWISE. METAL ROOFS TO BE 4:12 PITCH. NOTE: EXTERNAL ELECTRICAL PANELS TO BE PAINTED/ TEXTURED TO MATCH MATERIAL AND COLOR OF BUILDING 'NOTE: 'THE CITY OF GRAPEVINE CONSTRUCTION STANDARDS APPLY, WHETHER INDICATED ON THESE PLANS OR NOT." A5 SE_. TrP. S UCCG, ASS ,YP. 0 MATFR I AI TARIII AT I nN [HART S,roc_o: 5T.,wi) TRI A5 5EL. TYP COMFOSlTION �a,' i`ra,;; N M =Tvy,:l Wit ika.r• ..o',:Ge if,;f.i :OV.4OCK ERACKET TYP. i.1. 1904 s.t, 174, s.i. _ f oad 51. SpLDiERAD 5EL. TYP 5_ a_ ATTIC _ L01Cr, 57011E A5 f f 2269 "V 1 105 5 . `. I ti s .i 1; 26 nJ, d don 5a n•E? WATERTAB tFCAGER. T•'P, TCO. 3. G 1 W."jo 5.r .900. 14-; SEI.. TYF'. 4--,_ 25 s i. 4, M - ry TUC's 2043 5f —I �,%ui 2 971 v f, vd W% N '46C 949E of 2 992 5J, Z,4 8P>% of 2 (M 80%1 TYP. iVATERTl.BLE. per. 5EL TYP, HtADERTYP. 8vk 5 639 5 f and 28-P� 4 2 273 ^: f 59k of 2 909 >.f i nd 52%ct 2 290 . A. and 2G% of 2 x>Piv.at+k) �LDIFR 404 , f —I 62`€ N 698 5i a,d r3% of 2 z • eM 42% ,12 702 s f aM G2% of 2 . _ .* A' -Y To"' M 226 .f ,d 10%142 1345 12&of2 9'1. ad 6%02 1344,0 and 12%c:2 22C 9f. n :0%of7 134 s., aM 129k, :0. 2 ..9 -f. -d 6%of'r. 134 of a6 1213%c17 s .alp: Wit; S,roc_o: 5T.,wi) TRI A5 5EL. TYP COMFOSlTION 5iNGLE5 AS 5EL -I I DEC. VAJOD :OV.4OCK ERACKET TYP. DEC. CORE7•R.5 MCK AS F55E_. TYF. 5EL ".DE0 SpLDiERAD 5EL. TYP 5_ a_ ATTIC _ L01Cr, 57011E A5 V1. :G; SLL iY1 [.SDLP 5EL, ttP 5EL TIT. R,OVhOCK rr AS 5a n•E? WATERTAB tFCAGER. T•'P, TCO. BR CK A5 BRICK AS A�LOCK WARKTAB.[ SEI.. TYF'. 4--,_ KC F OCK FGVtLO.'K Rowl-OCK SR�IER -ICK A5 STONE BvE WA.TFRTAEt.` ttP, TYP. iVATERTl.BLE. per. 5EL TYP, S,roc_o: 5T.,wi) TRI A5 5EL. TYP COMFOSlTION 5iNGLE5 AS 5EL -I I t5 ONE A :OV.4OCK STUCCC k LSOLT,,_JP.OV,+,OGK J —5TUI-CO TRIM E4DER A55EL T. P SpLDiERAD 5EL. TYP 5_ a_ HEER M , 50.L TYP. BRICK A6, HEAG_R TYr' WATERT.'+B.E 5EL R,OVhOCK rr AS g>, WATERTAB TCO. HEADER TIF. ELEVATION AT CORNER ENTRANCES DEC. ATT1C VENT AS 5EL TYF. DEC. CORBELS (A5 EEL. ttP, o:c. coRa.LS STUcw a 57U' CG TRIM' 15 SEL. RP, :w MATERI O ROOFING COMP051TION 5HINC+LE5 TO F.4ATC14 EXISTING BUILDING METAL ROOF7iG TO MATCH ERtSTING BJILDING • STONE STONE STYLE AND COLOP TO MATCH EXISTING EVLDING • BRICK t BRICK ACCENTS BRICK. 5t2E AND COLOR TO MATCH FYITING BUIi.DING • STUCCO 4 STUCCO ACCENTS ;n1CC AND SUCGO ACC"Iftl ;O MATCH E,(i IMI, BUILDING, • FASCIA AND SOFFITS HEP.VAN ib GJAIMS: 6 1 4 1 50FTER TAN • DECORATIVE WOOD BRACKETS COLOR. CEDAR • WINDOWS ANUPR ICN DAR[. CONSTRUCTION V-A SPRINKLEP,ED OCCUPANCY/ USE OFFICE/ GENERAL BUSINESS STUCCO A 6; OCCO TRIM A, 5EL TYP. .j D:C /0(.,!.15 DEC.ATTIC 'VENT AS SEI, TYP SOLil1EK HEADER T',P. :TONE AS STa. FIT - Gia. -I I t5 ONE A :OV.4OCK ✓TONE A5� LSOLT,,_JP.OV,+,OGK J �_STONF A`✓ E4DER 5111. TYr. '. 5EL. TYP 5_ a_ SE-. ttP. 50.L TYP. 5EL TYP. HEAG_R TYr' WATERT.'+B.E 5EL TW. g>, TYP [19 BRICK AS A�LOCK WARKTAB.[ ,(71 UI K KC F OCK FGVtLO.'K 50t9iER 50tCIEK SR�IER -ICK A5 STONE BvE 5EL, TY". (FRONT) ELEVATION ttP, H:AD:;R t'0'. iVATERTl.BLE. per. A'ATERTr.B F -... HtADERTYP. HEADER TY.r. HEADER TTY. SEI.. Tyr. Wi DEC. WG00 vu:>r A0V BEAST 1! 6" = `-0` xate �LDIFR REVISED JULY 127 2017 17-0341 PBZ EXHIBIT Page CASE NAME: NEIVET2 CASE NUMBER: CU17-14 LOCATION: 2700 W. STATE HWY. 114 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 6 OF 1O APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 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FENCE CORNER POST ASPHALT QT TELEPHONE MANHOLE 0 POWER POLE LIGHT POLE WATER VALVE 00 SSM" SANITARY SEWER MANHOLE -0� FIRE HYDRANT (9WM WATER METER rc TOP OF CURB G GU'TER rF TOP OF PAVEMENT FG FINISHED GRADE rw TOP OF WALL Bw BOTTOM OF WALL 7R TOP OF RAMP BR BOTTOM OF P.AMP ..... xx-. -.. EXISTING CONTOURS -xxx- PROPOSED CONTOURS ------ HIGH POINT BENCHMARK INFORMATION TBM #1: ELEV = 632.87 600 NAIL IN THE GROUND APPROXIMATELY 67 LF NORTH OF THE SOUTHEAST PROPERTY CORNER. TBM #2: ELEV = 627.26 60D NAIL FOUND IN THE GROUND APPROXIMATELY 73 LF SOUTHWEST OF THE NORTHEAST PROPERTY CORNER. TBM #3: ELEV = 634.46 "X" CUT FOUND IN TOP OF THE CURB INLET APPROXIMATELY 73 LF NNE OF THE SOUTHEAST PROPERTY CORNER. NOTE: THE BOTTOM OF WALL ELEVATIONS IDENTIFIED ARE TO TOP OF PROPOSED GROUND AND DO NOT INCLUDE ANY REQUIRED FOOTINGS. THE DEPTH OF FOOTING SHALL BE DETERMINED BY THE STRUCTURAL ENGINEER DESIGNING THE WALL. CASE NAME: NETVET2 CASE NUMBER: CU17-14 LOCATION. 27DO W. STATE HWY. 11a MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 7 OF 10 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WTH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES LN ..... o u rn"zea UZWnjO �J[.0 ZQ�m� WrvINW- W WU1Jw0 17.= WW�a ixNtn m Z2'4Q, O: N WX 10 TTZWON amN 1Wmam a 0<� Lu iV W = F - < U) W i 040- W d h-" > Wo"Qz -m<<(Do. W (D LL. U ZOWmpz' z Q DRAWN: WCB DATE: 06/05/2017 HEI #: 17-115 SHEET NO: GP 1 FOUND .. ..-- .< STA 0-00 LINE "W 2" FD INSTALL) *�=- -FIRE DEPARTMENT CONNEC7ICN \ �` `t% J9 _`•���.. — - - - - - - _ - - BEGIN 6' C900 CL200 PVC WATER PIPE "`_ �"•f.. Ij i zz- EXIST. GAS METER IT STA 0+48 LINE W-2 (FDC)``�� ----_- STA 0+99 LINE W-2 ;FDC) INSTALL: �. , WTs.�r .u=(,� mar INSTALL 1-6"X45' HORIZ BEND-, - cq8/Rti 1 6"X45' HORIZ. BEND STA 1+.3 LINE W 2"(`5•DRAINAGE INSTALL. ' 1 EASEMENT 1-6"X45' HORI2 BEND. - �- y�RPL^T / j ..� STA 1+26 LINE "W 1 (FIRE) __....,-) .. �. 1_6..X45' H0712. BEND, ` \ �' �• STA 0+00 LINE "W-1"(FIRE) STA 1+22 LINE "W 2 (DC) A.. /' T REMOVE EXIST 6"X45' HORIZ. BEND. INSTALLv7 - /CONNECT TO FXi-,T, 6" PVC 'WATFR. - ' l!' 1-6"X45' HCRIZ. BEND...•• STA 2' 29 LItvE STA 0+02 LNF "W-1"(FIRE) / �•, '"_„\ D 1 !/ INSTALL. - CONSTRUCT: C RUC ,•'/ 1-6"X45' HORIZ. BEND FL 241' 6 ♦ 00 • ADJUST FLC'N LINE OF 2 COPPER (DOM) TO ` ` r /r STA 0-65 LINE "W 1 (FIRE}';� 7' \" f00T BELOW FLOW LINE OF LINE "W 1” INSTALL:. / EXIST. DOMESTIC WATER i r•'i,r - CONNECTION POINT - - -'\ 7 1-6"X45' HORIZ BEND' .c -s I� / STA 0+19 LINE "W-i"(FIRE) STA 1+63 LINE "W 2' FDO INSTALL FL 6" PVC=623.18Iy i .t FL '.2" HDPE=620.68 6"X45' HORIZ. BEND 1-6'X45' HORIZ. BEND, NE "W 2"(FDC STA 1+80 L: STA 1+06 LINE 'SD / { 1 / A® �_ �� 1-6"X45' HORiZN ENC � L STA 0+82 LINE "W-1"(FIRE) 'CONSTRUCT: STA 1+88 LINE "W-2"(FDC) / INSTALL: 1-8" SSCC INSTALL:1 1-6"X45' HORIZ BEND 1-6"X45' HORIZ. BEND 7 / STA 0+92 LINE 'W-1"(FIRE) ``-} STA 2+OS LINE "W -2"(. DC) / INSTALL .wW / INSTALL STA 2+07 LINE SD -1" 1-6"X45' HORIZ. SEND ^'0 1-6"Xa5' HORIZ. BEND / CONSTRUCT: 1Tl L 1 '=?. 1 12"X45' HORIZ BEND L ..`:. ._. 274 LF 6" C900 CL200 PVC WATER PIPE STA 2+D"3 LINE "W-2"(FDC) ! _' INSTALL: 1-6"X45' HORTZ BEND. STA 2+74 LINE "W-1"(FDC) ' INSTALL: i, 1-6"X45' HORIZ. BEND END 6" PVC. REFER TO MEP FOR 7 c ' FLOW LINE AND CONTINUATION •fly ' FL 6" WATER=622 00 !� FL 12" SO=( z /J i6 aw EASE ` --PER 5 �. .175 LF' 6" "900 CL200 PVC WATER PIPE F.F.E.-.626.50 LOT 3 BLOCK 2R rL 6" PVC=622.50 �L 12" HDPE=620.00 STA 1+09 LINE "W"(FIRE) INSTALL. 1-6"X45' HORIZ. BEND `-229 L .2 HDPE SO PPE @t% -STA 1+66 LINE 'W -I -(FIRE) INSTALL: 1-6"X45" HCRIZ. BLIND 1+75 LINE W 1"(FIRE) INSTALL' 11-6"X45" HORIZ SEND END 6' FVC REFER TO MEP FOR RCOW LINE AND ONTINJATION. -- FL 6' WATER622.00 FL 12" SD 6 8.00 2 / �• 1 :\ 7 r / c 4 LF 12" PVC PIPE / 1-12" CC O / FL 24"=62'.50 -212 LF 12" HOPE PIPE @ -r �- 1.52%' / f � `1J ' STA 0+00"SD i CONSf 1-24"X`2" TEE 1 -HDPE TO RCP ACA=-OR•�4 �.rcrP ,7s qFISO C 70sN� rL 24"=61&29 v J' , ` .... LOT 2 // Y p. J A/ / G, 1 � � TBMI1 X CUT FOUND / `'. • Fri. i . / / i� T; � 1 . x Know Wha#1s below. Gull before you dig, li THE CONTRACTOR SHALL CONTACT DIG-TESS AT 1-800-344-8377 A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES i EXH BIT LEGEND LRF IRON ROD FOUND IRS IRON ROD SET X- CUT X IN CONCRETE Fc FENCE CORNER POST ASPHALT O TELEPHONE MANHOLE N POWER POLE LIGHT POLE WATER VALVE OOSS'WH SANITARY SEWER MANHOLE -(5 FIRE HYDRANT 0WM WATER METER -SS- PROP. SANITARY SEWER ,S,- EX. SANITARY SEWER -WL- PROP. 'WATER LINE ,.. EX. WATER LINE '.. BENCHMARK INFORMATION TSM #1: ELEV = 632.67 60D NAIL IN THE GROUND APPROXIMATELY 67 LF NORTH OF THE SOUTHEAST PROPERTY CORNER. TBM #2: ELEV = 627.26 600 NAIL FOUND IN THE GROUND APPROXIMATELY 73 LF SOUTHWEST OF THE NORTHEAST PROPERTY CORNER. TBM #3: ELEV = 634.46 "X" CUT FOUND IN TOP OF THE CURB INLET APPROXIMATELY 73 LF NNE OF THE SOUTHEAST PROPERTY CORNER. CASE NAME: NETVET2 CASE NUMBER: CU17-14 LOCATION: 2700 W. STATE HWY. 11 - MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION k. CHAIRMAN 4'"•,9s��y DATE: URTIS BOULDIN y 1058920"W SHEET: 8 OF 10 .�CENSC 0�� APPROVAL DOES NOT AUTHORIZE ANY WORK 'DNA f-� / ! IN CONFLICT WITH ANY CODES OR ORDINANCES. / DEPARTMENT OF DEVELOPMENT SERVICES mN Q� (r���1Z t' O UZ*T2, D j " Lt Ot W-Qm. ��-W- W WNW011 WWU•=$ r L �Nm Z���, —0 D i9iL-N 0 LLJJ X 0 ZWDm amN WI -0a, a x WW Z f- C14vW W►- W�QZ m 0 0 0 0 W 0U -)U_0 zOWcpZ _j3: 0� F- I Z CL i DRAWN: WCB DATE: 06/05/2017 HEI #: 17-115 SHEET NO: UP - STA 0+00 LINE SJ 1 CONSTRUCT ?'� 1-24'X12 TEE \ 711 -HDPE TO RCP ADAPTOR !� FL 24"_-615.1±'- r +tea& t 7 z /J i6 aw EASE ` --PER 5 �. .175 LF' 6" "900 CL200 PVC WATER PIPE F.F.E.-.626.50 LOT 3 BLOCK 2R rL 6" PVC=622.50 �L 12" HDPE=620.00 STA 1+09 LINE "W"(FIRE) INSTALL. 1-6"X45' HORIZ. BEND `-229 L .2 HDPE SO PPE @t% -STA 1+66 LINE 'W -I -(FIRE) INSTALL: 1-6"X45" HCRIZ. BLIND 1+75 LINE W 1"(FIRE) INSTALL' 11-6"X45" HORIZ SEND END 6' FVC REFER TO MEP FOR RCOW LINE AND ONTINJATION. -- FL 6' WATER622.00 FL 12" SD 6 8.00 2 / �• 1 :\ 7 r / c 4 LF 12" PVC PIPE / 1-12" CC O / FL 24"=62'.50 -212 LF 12" HOPE PIPE @ -r �- 1.52%' / f � `1J ' STA 0+00"SD i CONSf 1-24"X`2" TEE 1 -HDPE TO RCP ACA=-OR•�4 �.rcrP ,7s qFISO C 70sN� rL 24"=61&29 v J' , ` .... LOT 2 // Y p. J A/ / G, 1 � � TBMI1 X CUT FOUND / `'. • Fri. i . / / i� T; � 1 . x Know Wha#1s below. Gull before you dig, li THE CONTRACTOR SHALL CONTACT DIG-TESS AT 1-800-344-8377 A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES i EXH BIT LEGEND LRF IRON ROD FOUND IRS IRON ROD SET X- CUT X IN CONCRETE Fc FENCE CORNER POST ASPHALT O TELEPHONE MANHOLE N POWER POLE LIGHT POLE WATER VALVE OOSS'WH SANITARY SEWER MANHOLE -(5 FIRE HYDRANT 0WM WATER METER -SS- PROP. SANITARY SEWER ,S,- EX. SANITARY SEWER -WL- PROP. 'WATER LINE ,.. EX. WATER LINE '.. BENCHMARK INFORMATION TSM #1: ELEV = 632.67 60D NAIL IN THE GROUND APPROXIMATELY 67 LF NORTH OF THE SOUTHEAST PROPERTY CORNER. TBM #2: ELEV = 627.26 600 NAIL FOUND IN THE GROUND APPROXIMATELY 73 LF SOUTHWEST OF THE NORTHEAST PROPERTY CORNER. TBM #3: ELEV = 634.46 "X" CUT FOUND IN TOP OF THE CURB INLET APPROXIMATELY 73 LF NNE OF THE SOUTHEAST PROPERTY CORNER. CASE NAME: NETVET2 CASE NUMBER: CU17-14 LOCATION: 2700 W. STATE HWY. 11 - MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION k. CHAIRMAN 4'"•,9s��y DATE: URTIS BOULDIN y 1058920"W SHEET: 8 OF 10 .�CENSC 0�� APPROVAL DOES NOT AUTHORIZE ANY WORK 'DNA f-� / ! IN CONFLICT WITH ANY CODES OR ORDINANCES. / DEPARTMENT OF DEVELOPMENT SERVICES mN Q� (r���1Z t' O UZ*T2, D j " Lt Ot W-Qm. ��-W- W WNW011 WWU•=$ r L �Nm Z���, —0 D i9iL-N 0 LLJJ X 0 ZWDm amN WI -0a, a x WW Z f- C14vW W►- W�QZ m 0 0 0 0 W 0U -)U_0 zOWcpZ _j3: 0� F- I Z CL i DRAWN: WCB DATE: 06/05/2017 HEI #: 17-115 SHEET NO: UP `1J ' STA 0+00"SD i CONSf 1-24"X`2" TEE 1 -HDPE TO RCP ACA=-OR•�4 �.rcrP ,7s qFISO C 70sN� rL 24"=61&29 v J' , ` .... LOT 2 // Y p. J A/ / G, 1 � � TBMI1 X CUT FOUND / `'. • Fri. i . / / i� T; � 1 . x Know Wha#1s below. Gull before you dig, li THE CONTRACTOR SHALL CONTACT DIG-TESS AT 1-800-344-8377 A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES i EXH BIT LEGEND LRF IRON ROD FOUND IRS IRON ROD SET X- CUT X IN CONCRETE Fc FENCE CORNER POST ASPHALT O TELEPHONE MANHOLE N POWER POLE LIGHT POLE WATER VALVE OOSS'WH SANITARY SEWER MANHOLE -(5 FIRE HYDRANT 0WM WATER METER -SS- PROP. SANITARY SEWER ,S,- EX. SANITARY SEWER -WL- PROP. 'WATER LINE ,.. EX. WATER LINE '.. BENCHMARK INFORMATION TSM #1: ELEV = 632.67 60D NAIL IN THE GROUND APPROXIMATELY 67 LF NORTH OF THE SOUTHEAST PROPERTY CORNER. TBM #2: ELEV = 627.26 600 NAIL FOUND IN THE GROUND APPROXIMATELY 73 LF SOUTHWEST OF THE NORTHEAST PROPERTY CORNER. TBM #3: ELEV = 634.46 "X" CUT FOUND IN TOP OF THE CURB INLET APPROXIMATELY 73 LF NNE OF THE SOUTHEAST PROPERTY CORNER. CASE NAME: NETVET2 CASE NUMBER: CU17-14 LOCATION: 2700 W. STATE HWY. 11 - MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION k. CHAIRMAN 4'"•,9s��y DATE: URTIS BOULDIN y 1058920"W SHEET: 8 OF 10 .�CENSC 0�� APPROVAL DOES NOT AUTHORIZE ANY WORK 'DNA f-� / ! IN CONFLICT WITH ANY CODES OR ORDINANCES. / DEPARTMENT OF DEVELOPMENT SERVICES mN Q� (r���1Z t' O UZ*T2, D j " Lt Ot W-Qm. ��-W- W WNW011 WWU•=$ r L �Nm Z���, —0 D i9iL-N 0 LLJJ X 0 ZWDm amN WI -0a, a x WW Z f- C14vW W►- W�QZ m 0 0 0 0 W 0U -)U_0 zOWcpZ _j3: 0� F- I Z CL i DRAWN: WCB DATE: 06/05/2017 HEI #: 17-115 SHEET NO: UP x Know Wha#1s below. Gull before you dig, li THE CONTRACTOR SHALL CONTACT DIG-TESS AT 1-800-344-8377 A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES i EXH BIT LEGEND LRF IRON ROD FOUND IRS IRON ROD SET X- CUT X IN CONCRETE Fc FENCE CORNER POST ASPHALT O TELEPHONE MANHOLE N POWER POLE LIGHT POLE WATER VALVE OOSS'WH SANITARY SEWER MANHOLE -(5 FIRE HYDRANT 0WM WATER METER -SS- PROP. SANITARY SEWER ,S,- EX. SANITARY SEWER -WL- PROP. 'WATER LINE ,.. EX. WATER LINE '.. BENCHMARK INFORMATION TSM #1: ELEV = 632.67 60D NAIL IN THE GROUND APPROXIMATELY 67 LF NORTH OF THE SOUTHEAST PROPERTY CORNER. TBM #2: ELEV = 627.26 600 NAIL FOUND IN THE GROUND APPROXIMATELY 73 LF SOUTHWEST OF THE NORTHEAST PROPERTY CORNER. TBM #3: ELEV = 634.46 "X" CUT FOUND IN TOP OF THE CURB INLET APPROXIMATELY 73 LF NNE OF THE SOUTHEAST PROPERTY CORNER. CASE NAME: NETVET2 CASE NUMBER: CU17-14 LOCATION: 2700 W. STATE HWY. 11 - MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION k. CHAIRMAN 4'"•,9s��y DATE: URTIS BOULDIN y 1058920"W SHEET: 8 OF 10 .�CENSC 0�� APPROVAL DOES NOT AUTHORIZE ANY WORK 'DNA f-� / ! IN CONFLICT WITH ANY CODES OR ORDINANCES. / DEPARTMENT OF DEVELOPMENT SERVICES mN Q� (r���1Z t' O UZ*T2, D j " Lt Ot W-Qm. ��-W- W WNW011 WWU•=$ r L �Nm Z���, —0 D i9iL-N 0 LLJJ X 0 ZWDm amN WI -0a, a x WW Z f- C14vW W►- W�QZ m 0 0 0 0 W 0U -)U_0 zOWcpZ _j3: 0� F- I Z CL i DRAWN: WCB DATE: 06/05/2017 HEI #: 17-115 SHEET NO: UP S 89'14.19" E 450.96' t S 89'13'34"'E 48 55' ! 9 / meq? r 11 1 1,9 AR EXHIBiTA Page pi F 11 /i tz f r- /// tr•,, / j. / ; / \ /;?- , , ._ 7 �'' /� 'fes,..; __ ,(.. _ r ic\ J.1 11jf / ./ / / l /r f i 1 / A - / �� h� / S�I "/ vp A', �/ 1 ,y1 ly / ac'94y IV � Mc. °s / w�a� r 55.95 / J :`� rl / `OT'm 1 Par / 6.3 TJ �74 , t 4 I^. ( ( / \/ 0s1 / J. 0.52 t, 1 \ \ - / 7 / -,, \ LEGEND PROPOSED DRAINAGE CALCULATIONS DRAINAGE AREA ACRES „C" Tc (ruin) (in/nr) / (infh r) 7 Os (c Fs) Ota (CIS) COMMENTS P1 0.57 0.90 10 6.90 11-60 3.54 5.95 TO EX ST 24" RC' P2 0.35 0.90 10 1 6.90 11.60 2.17 3.65 TO EXIST 10' CURBINLET P3 0.61 0.90 10 1 6.90 11.60 3.79 6.37 TO EXIST. 24" RCP OSI 0.08 0.90 10 1 6.90 11.60 0.50 0.84 TO OS2 OS2 OAS 0.90 1 10 6.90 1 11.60 0.31 0.52 TO PI TOTAL 1.66 10.31 17.33 pi F 11 /i tz f r- /// tr•,, / j. / ; / \ /;?- , , ._ 7 �'' /� 'fes,..; __ ,(.. _ r ic\ J.1 11jf / ./ / / l /r f i 1 / A - / �� h� / S�I "/ vp A', �/ 1 ,y1 ly / ac'94y IV � Mc. °s / w�a� r 55.95 / J :`� rl / `OT'm 1 Par / 6.3 TJ �74 , t 4 I^. ( ( / \/ 0s1 / J. 0.52 t, 1 \ \ - / 7 / -,, \ BENCHMARK INFORMATION TBM #1: ELEV = 632.87 60D NAIL IN THE GROUND APPROXIMATELY 67 LF NORTH OF THE SOUTHEAST PROPERTY CORNER. TBM #2: ELEV = 627.26 600 NAIL FOUND IN THE GROUND APPROXIMATELY 73 LF SOUTHWEST OF THE NORTHEAST PROPERTY CORNER. TBM #3 ELEV = 634.46 X" CUT FOUND IN TOP OF THE CURB INLET APPROXIMATELY 73 LF NNE OF THE SOJTHEAST PROPERTY CORNER. IR ti N62'1814"I W 35.75 U a -' N 63'48'59: W 21.54 "y a. '.F h' may( - • `� ` a� 0� . s. .... ,g„E N. \ . `//y wu CURTI.. BO..... �9.... 105892 fm I CASE NAME. NETVEI2 CASE NUMBER: CU17-14 LOCATION 2700 W. STATE HWY. 114 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN U) N W W z {- NYLLLW�� Lu 0 W q Z �mQ<(D0 WQLoLL0 Z O W m Z J _U W Q Z cc G W O Q O Ql DRAWN: W B C DATE: 06/05/2017 HEI #: 17-115 SHEET NO77: PDAM I LEGEND DRAINAGE AREA NUMBER 0 � 0100 DRAINAGE AREA LIMITS - XXX-- -- EXISTING CONTOURS -XXX- PROPOSED CONTOURS -► DIRECTION OF STORMWATER FLOW BENCHMARK INFORMATION TBM #1: ELEV = 632.87 60D NAIL IN THE GROUND APPROXIMATELY 67 LF NORTH OF THE SOUTHEAST PROPERTY CORNER. TBM #2: ELEV = 627.26 600 NAIL FOUND IN THE GROUND APPROXIMATELY 73 LF SOUTHWEST OF THE NORTHEAST PROPERTY CORNER. TBM #3 ELEV = 634.46 X" CUT FOUND IN TOP OF THE CURB INLET APPROXIMATELY 73 LF NNE OF THE SOJTHEAST PROPERTY CORNER. IR ti N62'1814"I W 35.75 U a -' N 63'48'59: W 21.54 "y a. '.F h' may( - • `� ` a� 0� . s. .... ,g„E N. \ . `//y wu CURTI.. BO..... �9.... 105892 fm I CASE NAME. NETVEI2 CASE NUMBER: CU17-14 LOCATION 2700 W. STATE HWY. 114 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN U) N W W z {- NYLLLW�� Lu 0 W q Z �mQ<(D0 WQLoLL0 Z O W m Z J _U W Q Z cc G W O Q O Ql DRAWN: W B C DATE: 06/05/2017 HEI #: 17-115 SHEET NO77: PDAM I pry E•M Amrgemwx .. Taal la0y l.nuna LLF - ttta Onc'IPN^^ .. s wm ...-NA OSfi- EOv» POS OEDOO PD•MA tYC 3 � NA � �+t- Enm t61EPE asH99 � 503 . i 5 NGLE' - Nw e%a. LymanlAN+� Jtect IN 0 " ' 3 4 ". .. HA Oea+, CN4n xTdiie, 3 ..CakWYen ]tanwry - - LaWI .w 'w- —T— YCTrp lM4a 0. . Ax - - -" .. ^ 3T ACCESS I UTILITY >mwMtw SE Giroa1 nnenu�m - " Hannvme' f >> cl EASEMENT PER PLAT ..��.�FINNeCGrNe. - - — NarO+aze .. E< 6 �r ass rs or F, rA IP 0 N S 1R assn s � PP O� ' ,_ sL.e. SCAI.fDil^' E 1J-18 ,a "•. ow.aT - - - 0.0 TYP• � D••ul£Nal �� ar,.ar.,na aro a+o.mwror a.am•tla, p•wa••nr4r �'•''2 _ PrasO'�F`N .. rvn+s4 0 MWt NIa lw Ce tYCOtnimv comrpaWta 1M 'NE cr+wr �+a�'� Axa�aR«Saza Q Ua 90 aN� ���e Uregr. 0 _ aromWan Nv u+wt Daavin•aFNnaa Oar g EMrxaw Ctccpr _ PMSqu+Fiv Y4tliW - Aa+u M , 9 _ Ai»pr�el Re4M.vx� 9 - �I �y WetCmgtr P=1A0^s'a AsaimuJ NeSeuau J.� uyT tlatsb canktem wpl+eapcfM WM oiMY�ena. Panmama19A409 esexNs,na os 2a3ox sem`' n4 a , - a s 63 'L� MA 5V r z awn Tm t 5 p� Zjs?y.. • ^' �� oTa 4 ., oz s' 2 I n sIz_ OF cENDu1r AND STATE HIGHWAY 11406 i.. ry WIRE TIED .._....._. CONDUCTORS VARIABLE NIIDTH R.O.W. `^*:eN„ti"' TO BASE STEEL a a y. .. .,- . i t 00 •�:•, bi a .y �(�� 24' DIA. CONCRETE \ FOMDAOSOMA P H❑ T IJ M E T R I C J FDRRURIAL 4i. ABOVE GRAD I I SCALE+ 7/16`=1'-0' nt •t� t 01y\CA .t � .. a y rc F F sBTi- r` b4 - " Js 24 i.. 0,2 zoi ALL LIGHT POLES SHALL BE ND GREATER THAN 30 FEET TALL: INCLUDING POLE HEIGHT q• CONCRETE HAS REINFORCE WITH (6) 45 AND BASED HEIGHT COMBINED. BARS AND k3 TIES P 12' O.C. 00 POLE LIGHT LLI C a• '.• !t _ .._. .. _ Ti25 ' Co a O24. _. IS U.E. T pry E•M Amrgemwx .. Taal la0y l.nuna LLF - ttta Onc'IPN^^ .. s wm ...-NA OSfi- EOv» POS OEDOO PD•MA tYC 3 � NA � �+t- Enm t61EPE asH99 � 503 . i 5 NGLE' - Nw e%a. LymanlAN+� Jtect IN 0 " ' 3 4 ". .. HA Oea+, CN4n xTdiie, 3 ..CakWYen ]tanwry - - LaWI .w 'w- —T— YCTrp lM4a 0. . Ax Arg%YN MexMM at5acl+ P19pctY >mwMtw SE Giroa1 nnenu�m - " Hannvme' f >> cl NA Na xi HA :. NA 2 2 ..��.�FINNeCGrNe. - - — NarO+aze .. E< 6 �r ass rs or F, rA IP 0 N S 1R assn s � PP O� ' ,_ sL.e. SCAI.fDil^' E 1J-18 ,a "•. ow.aT - - - �• v la .aa a �a� a �a as aR a TYP• � D••ul£Nal �� ar,.ar.,na aro a+o.mwror a.am•tla, p•wa••nr4r �'•''2 _ PrasO'�F`N .. rvn+s4 0 MWt NIa lw Ce tYCOtnimv comrpaWta 1M 'NE cr+wr �+a�'� Axa�aR«Saza wla•+n.nr+w»mara�n.w ���e Uregr. 0 _ aromWan Nv u+wt Daavin•aFNnaa Oar g EMrxaw Ctccpr _ PMSqu+Fiv Y4tliW - Aa+u M , 9 _ Ai»pr�el Re4M.vx� 9 - a.ntlb�yer uea•uaxq Mia aervks towray WetCmgtr P=1A0^s'a AsaimuJ NeSeuau J.� uyT tlatsb canktem wpl+eapcfM WM oiMY�ena. Panmama19A409 esexNs,na ELECTRICAI'_ FEED TO LIGHT POLE REFER TD aouu •ry nRctrlM mµn mta. HOw..•r, acsuW iaarm Lawl w r z awn Tm ,a"'' au �n.t.awm a »EN+aM eaka cmm w•ny M*4 wwu me.:l.:a w ma mla.;m Lwin wr la„�•>kaaan• 25' POLE HEIGHT STEE _ BASE 'LATE 112, H,rK, wEiD TO COL -611N. N ,S sc FIREL0.NE PER PLA R44 yr 5 c ,a O1 - Al z t - 02(� ,_ Oiti �. � PP O� ' ,_ sL.e. SCAI.fDil^' E 1J-18 ,a "•. Yx cA REQUIRED ) RLI $ 74 3738 Se9=5PSFb�F't9.4r `#G`""..+. fi0 zi7:0- b0 C., O1 .. �`' ,� bo LINE OF GRADE s,ezeso39'..e.12.43' -- --` -- ELECTRICAI'_ FEED TO LIGHT POLE REFER TD N PA EL SC :EDJLL FOR ' - ---. 2 sIz_ OF cENDu1r AND STATE HIGHWAY 11406 WIRE TIED .._....._. CONDUCTORS VARIABLE NIIDTH R.O.W. `^*:eN„ti"' TO BASE STEEL WITH A DIRECT BLUG 24' DIA. CONCRETE \ FOMDAOSOMA P H❑ T IJ M E T R I C J FDRRURIAL 4i. ABOVE GRAD I I SCALE+ 7/16`=1'-0' NOTE: L (REMOVE FORM AFTER SETS r` ALL LIGHT POLES SHALL BE ND GREATER THAN 30 FEET TALL: INCLUDING POLE HEIGHT q• CONCRETE HAS REINFORCE WITH (6) 45 AND BASED HEIGHT COMBINED. BARS AND k3 TIES P 12' O.C. POLE LIGHT DETYAP. SCALE: NTS $ _ •.Ni • � •4 µS;N� L 't� N� f r � Q >: 8 Ld `WJ I 'VI Z V) W a Zo � N � S V5 M Z a W z a z m o Z W g w ¢rxE i S ca J H O a mZgol— e LU Y � � Z o � U' W 6 S?+EEi E0 DATE: 7.10.17 DRAWN OY; DLP .-N- LLB EXHIBIT Paae CASE NAME: NETVET2 CASE NUMBER: CU17-14 LOCATION: 2700 W. STATE HWY.. 114 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 10 OF 10 APPROVAL COES NOT AUTHORIZE ANY WORK :N CONFLICT WITH ANY CODES OR ORDINANCES, DEPARTMENT OF DEVELOPMENT SERVICES �mm Q � �W1p �ZWN° 7 WrymNWW IyjNWo= wwL, N Z2aas rn m L9WX WET IamN WFom n: VJ Q N4 ww L.L. Q -- CN z �- Y0- —1 W0- W> �UWXz ~m < < 0 OU zF— cnc)Oz Z oLij U� D_ I� z O <z zQ J DRAWN: WCB DATE: 06/05/2017 !. HEI #: 17-115 SHEET NO: IP1