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HomeMy WebLinkAboutORD 2022-006 (2) ORDINANCE NO. 2022-006 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS ISSUING PLANNED DEVELOPMENT OVERLAY PD22-02 TO DEVIATE FROM THE PERIMETER LANDSCAPE AREA REQUIREMENT IN THE LANDSCAPING REGULATIONS ON BLOCK A, DALTON ADDITION (323 WEST NORTHWEST HIGHWAY) ALL IN ACCORDANCE WITH A SITE PLAN APPROVED PURSUANT TO SECTION 47 OF ORDINANCE NO. 82-73 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 PLANNED DEVELOPMENT OVERLAY 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 planned development overlay 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, after all legal notices requirements, conditions and prerequisites having been complied with; 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 planned development overlay 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, 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 planned development overlay 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 41 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 planned development overlay, 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 planned development overlay 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 planned development overlay 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 planned development overlay for the particular piece of property is needed, is called for, and 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: L Ordinance No. 2022-006 2 Section 1. That the City does hereby issue a planned development overlay in accordance with Section 41 of Ordinance No. 82-73,the Comprehensive Zoning Ordinance of the City of Grapevine, Texas, same being also known as Appendix"D"of the City Code, by granting Planned Development Overlay No PD22-02 to deviate from the perimeter landscape area requirement in Section 53, Landscaping Regulations within the following described property: Block A, Dalton Addition (323 West Northwest Highway—Old Dalton Building) 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 L. 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. 2022-006 3 Section 8. That this ordinance shall become effective from and after the date of its final passage. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS on first reading on this the 18th day of January, 2022. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS on second and final reading on this the 15th day of March, 2022. APPROVED: William D. ate Mayor ATTEST: gRApF` rr pF �2 , Tara Brooks ik m City Secretary r . ;y APPROVED AS TO FORM: Matthew C.G Boyle City Attorney I Ordinance No. 2022-006 4 WEST NORTHWEST HIGHWAY NOTE: ,. THIS PROJECT ISLOCATED IN THE MOREHEhDBRANCHSTREAMLOCAL SL"ATERSHEDAND THE PROJECT WILL DISTURB LESS THAN 1 ACRE OF LAND 2 FULLY DEVELOPED RUNDOF FROM THE PROPERTY TO THE SOUTH OF THE SITE HEW CURB ANDeUITIM —� WO.LBEACCEP'TEDONTHESM f PUBLIORIOHTOFWAY FM HNCRAHT BTAUOpBTIIE GRABS -- - -- - AGA 323 W NORTHWEST HWY GRAPEVINE: TX 76501 LOCATION MAP SITE DATA SUMMARY TABLE REQUIRED PROVIDED LOT AREA .............. I ............. 5.1m SF MIN ................ 17,168 SO. FT. TOTAL BUILDING AREA NET.............................NA.................... 2,694 NET $0. FT. HEIGHT IN STORIES ................................ MAX ................. 1 STORY HEIGHT IN FEET ............ I ................. 35W MAX ................16W TOTAL IMPERVIOUS AREA ................... ........14,593 SF MAX ............ 11,830 SO FT TOTAL IMPERVIOUS AREA PERCENTAGE OF LOT .............85% ................ 69% TOTAL OPEN SPACE ............................ 2,95 SF MIN .............. 5,338 SO FT LANDSCAPING AREA PERCENTAGE OF LOT .................16 % MIN ................ 31% PARKING SPACES (5+1 PER 300 SF OF NET S.F. OF BLDG .......14 ... . ................. 14 8DE8RLK To REMABr--' _- — PP CONTINUOUS H" GU ZONING GNr USE DISTRICT f EXG�. P.P. I r MOOD FENCE . S� tY l O z� SWING GATE _.. --- NOTE MECHANICAL ANDELM I' EOMMENT INCLLOINOA.C. § WTS SHALL BE DESIGNS) AND OPMTED TO MNIMM NOISE IMPACT OF SURROUNDING �I PRDPERW CONTINUOUS HEDGE LANDSCAPE BUFFER —�1t r WOOD FENCE EXISTING ELM _. S 89d 560(r E 116'00 EXIBTINO CURB AND DNNE NEW CURIB CURB RAID GRASS LANDBCAPEBUFF$t ' - }—(}. LWITBOLLARD _ -' CONTINUOUS HEDGE AMINO a0188 �I p�,pOg® ..�1DASHED) GRASS m _ HC ZONING DISTRICT r.-N9MFNME88#1 �II ENTRY I MWET—,' D' HOMY COMMERWIL �v BRCX te& TELDVERFVI A. HUM ROOF OURt auzn k BRIM r4r 0 , I 601 � (ROOF ♦ CONCRETE ,. W-V �l EXISTING DALTON OIL BUILDING 1,528 NET SF evnER - NEW ADDITION 1,168 NET SF TOTAL OROSS SQUARE FOOTAGE Z994 of v xrre ti Dx rrTr� 20M DOWN SPOUT g �r �o b LIGHT BOLLARD - DRAIN WI M CASHED) 110LIGHT BOLLARDlie c VAN II F PARKMGIISHO'NN DASFB� Conditional use request CU22-05 is a request to allow a twenty -foot pole sign in conjunction with an office building. Planned Development PD22-02 is a request to allow but not --� be limited to deviation for the perimeter landscape area O [i requirements * Board of Zoning Adjustment request is a special exception to be limited '—� ` ` TIRE IGHT include but not to minimum open space, maximum impervious area, front yard landscaping, perimeter area, iandscaping and buffer requirements. o Refuse and disposal areas shall be landscaped and screened } �- from view. o Mechanical and electrical equipment, including air conditioning units shall be designed, and operated to minimize, noise O1, impact of surrounding property. All such equipment shall be screened from public view. FE Approved with the following conditions: {��:C *.j� O I C:�) o Lighting shall be designed to reflect away from residential levels to line --- 1) The 20-foot sign is restricted to eastern side of the front of Block A, Dalton areas. Lighting adjacent the west property may footcandles 3.0 pole yard not exceed o.2 and may not exceed Addition, between the existingcanopy and the access drive, as depicted on the site plan py p footcandles adjacent the west, north and south property lines. of Exhibit "A" of Ordinance No. 22-005 and meeting all applicable setback requirements o The masonry requirements of Section 54 shall be met. for signs in Sec. 60 of the Zoning Ordinance. o All requirements of the Grapevine Soil Erosion Control 2) No li hfixtures lighting methods shall be used within Block A, Dalton lights, lighting or Ordinance shall be met. Addition to illuminate trees on -site. Si .--_ —PROPOSED PAVEMENT iJ /_t74PAR INGSPACESA DUMPSTER I I i I VAN ACCESSIBLE SPACE RECYLING , W4r StA20 $ ; POLE LIGHT 09CONCRETE O FQOTING 89d 5600' W liv.v STORAGE I SHED �) F. r WOOD FENCE LANDSCAPE BUFFER CONTINUOUS; HEDGE HC ZONING HIGIMAYCOMMERGUIL DISTRICT 0-ININ DIMENSION CONTROL SITE PLAN 1,•.,D� 10 5 0 10 20 25 v LLJ — r wom FENCE CASE NAME: DALTON OR .l CASE iNU0n7 B?3 wesT -UM' L000.iNORTFMVEBT HYIY MAYOR SECRETARY DAT>; PLANNING AND ZDNNG COMMISSI N CHAIRMAN — DATE a , W a APPROVAL DOES NOT AUMORIMANY WORK W CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES f AD01MI41b AITERATIDkS 323 WEST NORTHWEST He., GmpevimTEXAS 76501 4310 WmWty AW. DW4 ba ]S!M — _vim EXISTING SITE PLAN PROPOSED SITE PLAN A. 1.0 DF B Approved with the following conditions: 1) The 20-foot pole sign is restricted to eastern side of the front yard of Block A, Dalton Addition, between the existing canopy and the access drive, as depicted on the site plan of Exhibit "A" of Ordinance No. 22-005 and meeting all applicable setbaclK requirements for signs in Sec. 60 of the Zoning Ordinance. 2) No lights, lighting fixtures or lighting methods shall be used within Block A, Dalton Addition to illuminate trees on -site. rTERAGO SCN - EINACOTA CLAY TILE ROOF U l I _ -- -- — _ - -- FIBRE REINFORCED CEMENTOUSBOARD ---==----- - -- ----- (PAID PIANO WING) - - --� - S�CO D&Lr, (DR OIL BLDG. _ 111110000 ESTABLISHED 1937 I §—iRASHtREDYCI.f i§P - I STUCCO EXISTING SIGN TO BE RELOCATED METAL FL/18HN0 sruxo EASTELEVTRASHISTORM�E EEEVS70RAGE HOLLOWMETALDOOR NORTH ELEVATION ALLIM. ENDOWS 9 sue: ur rd 10 eDrs v4• - V W ALUM wBlDows 11 BBdc +M - ra• to s a +D FIBRE REINFORCEDC13EWOUS BOARD DOWNGALVANIZED PETAL D+ARDI PIANK 8DIN G)0 10 - . - _. -_ -- -- — METALRJ1810N6 -1`, FIBRE REINFORCED CBu@dIWSBOARD TENSILE NE8N FABRIC CANOPY (HARDI PLANK BIDING) STEEL 8TRUCTIIRE - EXISTING SIGN TO BE RELOCATED TERADOTA CLAY TILE ROOF-- - WOOD FASCIA - --- FIBRE R13FOFDMCEMENTOU8BOARD - I STUODD MAMPLANKSIDING, § C 7-V L } 2'.F —TF` 'l 5TO0A1X­__TAASH I RE".'YCLE _ - --,-- MGABPULP TOREMMIN I-0 WIOWHDASHED) —` NORTH ELEVTRASH Sow 1LW -11-M 0 6 10 FENCEATCDURIYARD 7 MR ELEV TRASH STORAGE odic-1A• -1.4. FIBRE REINFORCED CEMENfOUS BOARD (FI M PLANK SIDING) GUTTERS TENSILE MESH FABRIC CANOPY - STEEL STRUCTURE 4— FENCE AT PROPERTY LINE BEYOND 1 XBCEDILRPICI(ETS � r � 4 EAST ELEV AC ISCREEN eor.c1M•V0(RISTSIM)0 s w AC ENCLOSURE BEYOND -t6CEDARSIDING t ACCOWR�SORSBEYOND- --(SHOWN DASHED) , g NORTH ELEVSCREEN 3 S_k 1Y4• - V4, 0 6 110 TENSILE MIEESH FABRIC CANOPY STEEL STRUCTURE - GREAL DOWNSPOUTS FENCE AT CWIRT BEYOND 1XBCEDARSIDING FBICEAT '�— T PROPUNE-- i WOND y 4'-r i ra• r4Y ,t SOUTH ELEV AC SCREEN D e +D 1 STWOD ; FIBRE REINFORCED CEMEN OUS BOARD kMRDI PLANK SING) _ - --- ALUAL WINDOWS - - METAL PIASHIN G r6 WEFT ELEVATION _ GALVANIZED METAL {"-' Sukt •w1'4r to 5 C 10 -� DOWNSPOUTS r _ ---- B'z F STUCCO DOWNSPOUTS FIBRE BOARD INFDICED PLANKSIDING) e � EAST ELEVATION BOARD{HARDIPIANK SIDING) STUCCO - 5 Bu c 14• -1'4r 1D s 0 f0 --- - ALUM. WINDOWS STANDING SEAM METAL ROOF - STANDING SEAM METAL ROOF GUTTER GALVANIZED METAL -- - DOWNSPOUTS HARDIE PLANK SIDFAT ' - ALUM. WINDOWS HAROIE PLANK SIDING 'v ORE REINFORCED DEMENTOI1S 1 SOUTH ELEVATION BOARD WRDI PLANK BIDING) 8erc 1M • 1'-0' 10 B O 10 ALUM. WINDOWS ---.......r-• i L.Off POLE ELEVATION i 12 sarB:1le . ra ADDITIONS & ALTERATIONS 323 WEST NORTHWEST HW Grapevine, TEXAS aay>amm,taL A1011pa 431a wk-th md. DwIK 75m x..oa.a EXTERIOR WALL IOD%MASONRY CA NMIE DAL —TON OIL — -- --- ICASE "BER 42 I LOCATION 823 WESTNORIHWrST HWY I_ -L41YbR — - 8ECNETARY PLANNING AND ZONING COMMSSION --__ a�Tl� CH/JRNVJJ DATE &EET _L OF 0 APPROVAL DOES NOTAIRHORDE ANY WORK IN CONFLICT WGN ANY CODES DR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES ELEVATIONS A- 2.0 LANDSCAPE DATA SUMMARY TABLE REQUIRED PROVIDED TOTAL LOT AREA ................. NA ........... ........ .... 17,168 SF GROSS PARKING................... NA ........................ 7,607 SF INTERIOR LANDSCAPE ..............10% ........................ 761 TREE CALCULATION INTERIOR LANDSCAPE .............. 2 TREES ........ , .......... 2 TREES PERIMETER LANDSCAPE .......... 11 TREES ...................11 TREES NON VEHICULAR OPEN SPACE ...... 2 TREES ................... 2 TREES TOTAL TREES ......................15 TREE5 ...................10 L Kcc0 W NOTE: SHRUBS SHALL BE A WOW OF TWO M FEET IN HBGHT WHEN MEA8UREOIMMEONTELYAFTERPLANRM HEOGEB.WHERE80TTALLED. SHALL BE PLANIEDANO 1WA86�80A81O FORMA CONTOlOUIL MIND KEN BOUD WBLULL StX M WHICH WILL BE THREE M FEET IBOH W JNONE(1)YEARAFTERTIMEOFPIAMIM LEGEND NOTE: ALL LANDSCAPE AREABTOBEAUTOMATICLY IRRIGATED ANDKWAINED Approved with the following with the followingconditions: 1) The 20-foot pole sign is restricted to eastern side of the front yard of Block A, Dalton Addition, between the existing canopy and the access drive, as depicted on the site plan of Exhibit "A" of Ordinance No. 22-005 and meeting all applicable setback requirements for signs in Sec. 60 of the Zoning Ordinance. 2) No lights, lighting fixtures or lighting methods shall be used within Block A, Dalton Addition to illuminate trees on -site. WEST NORTHWEST H I G HWAY PUBLIC RIMT OF WAY STAUGUSTOE i PAW szAUWeTNE ---- -- '1 S 89d 56VE 11000 DMARFBURFORDHOLLY/ — — I , E—W0SCAPE BUFFER � b SANTARYBEWER _ STAUGUME IODNPW=I STAUDUBTINE aRAWM -- �� DRIVE t 'N POLE SIGN i .... Bsa• — W4r �I IBMj EXISTING DALTON OIL BUILDING vl �e WMERROOF 11 1,678 NET SF �I eo LANDS PEBUFFM TWOODFs EXI8TINISW EL 0 m ` eras caner r NEW ADDITION U16 NET SF IURr L"._ TOTAL ORD8680UMIEFOOTAGE2 sf esa ue NNMEUN GRA88 - "!, '�! __ - A -1 :�% i 6orB0A8ULNJABMwE - AC I' PiffLELEAF 118MCREEPER 1 VAN �, ------------ -- 11 DUMPSTER RECYLING "I . I � I 'I i 6SHED j� LANDSCAPE PLAN -- " 5'®k:1' 10R io O 10 2 sw 60/60AMMBMM PUAPLELXXXX WDHERCREEM KNIMM GRAW ADDIMNS b ALTERATIONS 323 ;EST NORTHWEST HIN Grapevine. TEXAS m, iooCitlO,AMbR aLnur,.eywa. invk ]f,.lmbidl•^Yae. i001MM1lsvY v LU Q H m z e •�' I b ' }r t` OF 6 DEC 2021 i'. HAMEUNOPPA TWOOD FENCE -- D-ASE NAME: WTONOIL — CASE NJAtBHtG�j LoeAnoH ydWEITNORITMVEBT HWY1_ -ww w SECRETARY --- — - �DATE PL&N MANDZDNING COMMISSION ---- _ _— -VOL CHAiiMAN DATE LANDSCAPEPLAN ,,EEI S , e APPROVAL DOES NOT AUTHOR12E ANY WDRK N CONFLICTS OR ^S ESWDES A V.0 DEPARTMENT OF DEVELOPMENT SERVICES I OF B s-z THE PUR06E OF THIS PLAN IS TO SHON THE FLOW OF DIWIUfi AND LOCATION OF CITY URUTIES. PLEASE SEE SHE PLAN FOR SIZE DETAILS. REMOVE EXRING WEST DRIVEWAY APPROACH. Abr M�/F REPLACE CURBING AND 5' WIDE SIDEWALK TO ►APSL'0 (27Y CITY OF GRAPEVINE STANDARDS AND 15A REOUIREMENIS. UTILITY POLE /GUY WIRE/OVERHEAD LINE -1 FIRE HYDRANT 6215 INLET ..... itW +_ M.H. MANHOLE T ®MAP METER 1UlFR 822J8' a22S' . EXISTING 18' VA10 LIVE -HT POLE COO GAS METER 49' YDRANT .YR FEET WEST �•1 .....,.,.,..,,.. GAS LINE GE NW R. 2' LIPS. %24JE4' ALL SPOT Zu 70 PRDPOSEE 6 CIFINWT.-_ - GFiADES SHOWN AND 6' SS UNE TO BULKING. ARE EXISTING. TO FIBSTNG SS UNE .� DOSING 8' SA4:ARY SEALER < NOTE IEASIIREMENTS ARE TO BAIL OF CURB. GENERAL NOTES 1. ALL CONSTRUCTION TO BE N ACCORDANCE WITH THIS PLAN, CRY STANDARDS, AND NL.EC.O.G. SPECIFICATIONS FOR PUBLIC WORKS. 2. BVRCAONC•, TRAFFIC COMOL AND PROJECT SIGNS SHALL CONFORM TO 'TEXAS DEPARTMENT OF TRANSPORTATION- W AL ON UNIFORM TRAFFIC CONTROL MACES'. 3. IT 6 THE CONTRACTOYS RESPONSIBILITY TO NOTIFY THE Ott AND ONIERS REPRESENTATIVE 48 HOURS PRIOR TO BEGINNING CO NSIRUCTON. 4. R 6 THE OONFRACTOKS TO CONTACT PUBLIC UTaTI' CCMPADES FOR FIELD LO KTOI OF EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS. 5. TRENCH SAFM SYSIE6 SHAL BE PROVIDED BY THE CONTRACTOR AS PROVIDED N SUBPART P - EXCAMTON, TRENCHING AND SHORING PART 1926 BE THE COOS OF FEDERAL REGULATIONS WN 41H DESCRIBES SAFETY AND HEALTH REGULATIONS AS AfMEN51ERED BY THE U.S DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH AOMN6TRATON (OLSHA) THE STANDARDS SPECIFIED IN THE OSHA. RECMATU6 SMALL BE THE MINIMUM AILOWED ON THIS PROJECT. IT SCULL BE THE RESPONSIBILITY OF THE CONTACTOR TO DESIGN AND INSTAL AIEOUATE TRENCH SAFETY SYSTEMS FOR ALL TRENCHES DEAMITED ON THIS PROJECT. 6 BEFORE BEORANNG CONSTRUCTION THE CONTRACTOR SHALL FURNISH TO THE CITY FOR APPROVAL A TRENCH SAFETY PLAN FOR THIS PROJECT. THE TRENCH SAFDY PLAN PART OF LOT 14. STAR ADDITION MUST BE PREPARED AND SOLED BY A F4IOFM04AL FNGNEFT REGISTERED N THE HOUSING 0J*IORTY OF THE CITY OF GRAPEVINE STATE OF TEXAS. IN ADDITION. AL TRENCH SAFETY SYSTEMS UTILIZED N THIS PROJECT VCAIME 4.417. PAGE 462 MJSI BE DESIGNED BY A PROFESSIONAL ENGINEER FEW, EREO IN THE SATE OF TEXAS. THE CONTRACTOR SHA L BE TOTALLY RESFONSHIE FOR THE SUETY OF ALL PERSONS ZONED GU INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. (GOVERNMENT ENT USE) 7, CONTRACTOR SHALL VER FY ALL DOSING INVERTS AND RIM ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY VARIANCES. B THE COMRACEOR SHALL BE RESPONSIBLE FOR GUMMING ING THE NOTICE OF INTENT (N.O.L) AND NOTICE OF TERMINATION (N.O.T.) TO THE EPA 9. THERE ARE NO 0851RUC IONS/SIGNS LOCATED WNTDN THE VISIBILITY TRAW.E5 PER CITY S[NDADS F1 000 PLAIN DESIGNATION - SO DESCRIBED PROPERTY 6 LOCATED WIM AN AREA HAWNG A ZONE DESIGNATION 'X' BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FOMA). ON FLOOD INSURADE RATE MAP No. 48439C0105K WITH EFFECTIVE DUE OF SEPIEMBER 25. 2DO9, FOR LCONMUNITY PANEL N. 48051A IN TARRANT COUNTG STATE OF TEXAS. WHICH 6 THE CURRENT FLOOD INSURANCE RATE MAPS FOR THE COMMUNITY N WINCH SAID PREMISES 6 SITUATED. THIS FLOOD SfAMIEM SHALL NOT CREATE UABJUIY ON THE PART OF THE SUINEMR. THIS PROJECT 6 LOCATED N THE MOREHEAD BRANCH STREAM IDGL SUB -WATERSHED MID TFE PROJECT WILL DISTURB LESS THAN 1 ACRE OF LAND. sLrr.a.L�aRE P.1�^ID IARa: YONUAENT IB (FAR) 15' ALUMINUM ROD WITH CAP SET 05' BELOW ACCESS COVER. ACCESS COVER 6 STAMPED CITY OF GIMPEWNE, MONUMENT Jr. MONUMENT 6 L.ODUED APPROXILA7ELY 1D0 FEET EAST OF THE 1IMMECTION O AWN STREET AND MUNICIPAL BWLLVAD N GRASS MEDIAN. ELEVATION=M97' (NGVD 1229) SITE, TOP OF SANITARY SEWER MANHOLE FOUND 27 FEET NORTH OF THE SOUTH RIGHTY-OF-WAY UNE OF NORTHWEST HIGHWAY APPROXIMATELY 10 WEST OF THE PROPERTY LINE FOR THE SITE. ENLYATIO".823.3Y (MAVD88) N W E TWTNf•: S LOW AI OF Au 0611M unms MIN TIE IYtlAWN fa m,NE sowr Ns CT1aT OWW IN aNl WWIOAIElY 0 DL OF D* oW toID - S 1110 HIl 07KAY.TA 10 5 0 10 20 25 _ ' APO OEM VMM Pon M'0 SCALE IN FEET L-� Mwi NMru¢ tlWv u t1eA�awl DP��L�' TIE TOPE TIM Cer�H'a* of RagistmtioA NO. F-002M TBPLS Fkm d Re*trar*n No. 1004200 COPYRIGNT Tjry 2021, BY HENNESSEY ENGINEERING, ;NC. ADJOINING PROPERTY 6' TALL META FENCE ARCHITECT: GARY SKOTHCO PH 214ABA442 OWL gc pk°McMOgow1. CITY OF GRAPEVINE ERICA WRONNIC, AICA PH 817.410.3155 OWL enlvoMi40grapevVateANN.gpv BEING ALL BLOCK A OF THE DALTON ADDIRIDN, AH ADDITION TO THE CITY OF GRAPEVINE BY TIE MAP OR PUT THEREOF RECORDED WEST NORTHWEST HIGHWAY IN VOLUME 388 119. PAN el, MAP RELOADS rARRAN uN LroY, _ - TEXAS. -_-----_-_-_-_-_-_-_-_-_-_---_-_-_-_ N (100' FLOW.) Approved with the following conditions: APPARENT CENTERLINE APPARENT 1) The 20-foot pole sign is restricted to eastern side of the front yard of Block A, Dalton Addition, Ordinance N . SAWCNT AND REMME WEST PORTION OF EXISTING W 22-005 and meeting all applicable setback requireme s REPLACE WADI DRIVEWAY ro CITY STNDARDS (SECTION 20-44) for signs in Sec. 60 of the Zoning Ordinance. REPLACE CURBING CITY AND 5' WIDE TO CRY OF N�}11 � �� RAws PER CITY of GAMINE S INSTALL BARRIER FREE RAMPS 2) No lights, lighting fixtures or lighting methods sha g g g g g be GRAPEVINE GRAPEVINE STANDARDS AND TA5 REOUREMDi15. Al 1EEOODUIEDµ PER Litt O CAACol AND EO SEANOANDS A5 RFOUOED __ REPAIR CURBING DI DOSING SHARED DRNETIE MEDIAN ro CITY OF GRAPEVINE 50.0' used within Block A, Dalton Addition to illuminate t es STUDS' on -site. • l--�.• B22S' Mo NSU1L COMING /% DRIVEWAY APPRO 15~WIOE MLM {1 tA"'-wNEXIISLOT DRAMI ' TDCAE AND USE EXISTING METER UNE TD BUILDING.W. - LANDSCAPE 0 62322' TilNGNESS/EGRESS TOP EXISTING E WARY SEWER CURB L3a' 2500 623.69'r / LNG e ----- � I NC;. PAAgNG -- - --- - �� ; INROPOSED - - -----------Nr- ----- �iPFN SPACE/NO PAa(ING) ------y--- / GEOTEXTUE WITH GRABCLEANOUT EXISTING HORESS/EGRE55 / '�'Tn BE REMOVED AND LANDSCAPING W 6 �. 25' BULDINC UNE 117' BACK A ETOSTINO TO BE REl4T . .IStI"f °823.76' / CE EXISTING DALTON D WH ADDITION OIL BUILDING VOLUME 388-11), PATE III T NEVI 17,168 90. FT. OR 0.394 ACRE 24. - BFC. JDA DRUG DALTON, JFANNE DALTON CFEAFAII, AND HICAFL LYNN DALTON, INDI DUALLY, IN EQUAL SNARES, AS t THEIR SOLE AND SEPARATE UNONDED PROPERTY INTERESTS (l IIpiRWFM Nn 2210=1 ZONED HC (MAY COYYERDA 061PoCT) 1 1 f _ LOW RETWA E L OONORIGEIE WALL NEW ADDITION 624 DOSING 18' VDT 1-R BLOCK 13 STARR ADDITION VOUNE 386-182, PAGE 27 ZONED NO (HIGHWAY COMMERICAL DISTINCT) DOS11INIC PAR" DOSING FIE HYDRANT THIS PROJECT 15 LOCATED N THE YOIEHFAD BRANCH STREAM LOCAL SUB-WAIiFSHEJ AND THE PROECT WILL DISIM LESS THAN 1 AGE OF LAD. BRACE PORCH E �*lY f #( � E785THNG BNIDID WALKWAY & J1 ° 624.54' 6 Cp 624.94'O'3 MONITORING OF Wal. r TALL Q4 10 a� NC WOODEN PER E ..9. 624.44' 1) j) 4y' \•Y 624.76 I + 624.3; b COVEREDPARIONG .Do HSTALL HANDICAP ' 15.50 \ PARKING. !d E f GRADE PAVING To DRAIN PER TAS RECRa6A 4�. AT t% MINIMAL SLOPE 1.8 % MAX SLOPE ALL DIKOWAS PETER HEN NFSM TRANSITION CUABINfi%R RAIPINO f A 240E N� / %24.85' �'�' 625.05' 1L18tLAA° JY GRADE PAVING TO DRAIN qMA�. n A,, ,�`A: 1% MNM4L AD�o - THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY: U f ` PETER HENNESSEY, P.E 33295 ON DECEMBER 20. 2021. U7 / 1j 50/ 0625.05 / ' C45E NAME: DALTON GL ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER I CASE NUMBER: CU22-M/PD22-02 j25.15 NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE LOCA7KNE 32J WEST NORTHWEST NGHWAY UNDER THE TEXAS ENGINEERING PRACTICE ACT. } t6. _ la ao j I I DATE: - 1 �, � }3gyqq : SHEET 4 of �` +^g c PUANHIYC AND ZONING COMMON /` 12.2721 TENSED PER C.V COMMENTS. _ - DATE: PRELIMINARY GRADING & UTILITIES BLOCK A. DALTON ADDITION -- f0' IANDYtNAPE �BIFT�4. ,� TIRE FOCT CURB CHAT ��. THREE FOOT WRB CUT SHEFJ__4_ OF FOR COINAGE FGR oPUHAGE 323 W. NORTHWEST HIGHWAY HENNESSEY ENGINEERING, INC. APPROVAL CO DOS NO AU0T0)aZE PINY WORK 1417 W. NCH. MINE ROD, CARR)U.TOH N CONING WITH ANY GOOFS OR TEM. 7WOM (MM-24S-M478) hmw4t0oe4om d O N89.55'00"W 116. I D DNw+Gs L 1 PAW OF LOT 1 , TARPAM B ADDITION �IK DEM 1 rO� � DEPA(TMENT 0P DMOPMENE SUMCES GRAPEVINE, TEXAS 1 map WC i264035173 I DESIGN DRAWN DATE SCALE NEJTES I FILE N0. 1 (HGFRAY COMMERCIAL oos Ico H-E I JB IOM.21 1'-10' 1 J210B.106 I C l MI'AA/Y MAP n� BROOK + . N WT-- --ft— UD.RY POLE /GUY CORE/0YEM[AD LINE :� FIRE HYDRANT MANHOLE WATER METER LIGHT POLL OCO GAS LEER OAS LINE PRE -DEVELOPED DRAINAGE AREAS SCALE I • - 20' PRE -DEVELOPED HYDRAULIC CALCULATIONS a= CfM-A Lc C '� MU (ACMES) MN. COEF. RUrxx� Iw I m Q1a Gm ORANS TIT A 0.394 10 0.9 8!8 3.15 NW HWf B 0.5m 15 0.4 i e 88 2.01 NW C 0.064 15 OA ' 6.8a 0.23 WEST - .r L 11A23 AI., _.i .. _ 5.39. 1 ALONG �— A47r M SCALE MMSCO 127M 1� I N I ' I I / En y l� 1 N� �� t �P / 1 � i f1) 14 I i GENERA. NOTES / \ I 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THIS PLAIN, CITY STANDARDS, AND N.C.T.C.O.G SPECIFICATIONS FOR PUBLIC WORKS. 2, BAWaCADIND, TRAFFIC CONTROL. AND PROJECT SIGNS SHALL CONFYRM TO iElUS DEPARTMENT OF TRANSPORTATION- MWUAL DN UNIFORM TRAFFIC CONTROL DMCES'. / 3 IT isTHECONr A:ToR•S RESPosa IEfi' TO Natty THE any- ARD OWNERS REPRESENTATIVE 48 HORS PRIOR TO BEGINNING CONSIRUC110N. / 4. 0 IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT PUBLIC UTIJTY COMPANIES FOR FEND LOCATON OF CONTRACT UTIUTIES BEFORE C04STRUCFION BEGINS. 5. TRENCH SAFETY SYSIE•AS SHALL BE PROVIDED BY THE CONTRACTOR AS PROVIDED IN AMA SUBPART P - EXCAVATION, TRO O44G AND SHORING, PART 1926 C THE CODE OF FEDERAL REGULATIONS WHIC DESCRIBES SAFETY AIID WALIN REGULATIONS AS HDEPARTUENT VJ LA ADMINISTERED BY THE UA LABOR OCCUPATIONAL SAFETY AND HEALTH \ ADMINISTRATION (O.S.FTA) THE STANDARDS SPECIFIED BY THE O.SAA REGULATIONS t \ I � f j BE THE MINICTORJT AESIGND ON THIS PROJECT. ET SFULE BE THE TIES STEMS M OF THE OF THE CONTRACTOR i0 U61CN AND INSTAll ADEQUATE TRENCH SAFELY SYSTEMS MR \ I �/ ��N �'1 / ,���� I��I�Y MAN AL TRENCHES EXCAVATED ON THIS PROJECT. 1V��`�I� 1 I Y 1 /lam 6. BEFORE BECRMNMG CONSTRICTION, ME CONTRACTOR SHALL FUINNISH TO THE CTIY FOR APPROVAL A TRENCH SAFETY PUN FOR THIS PROJECT. THE TRENCH SAFELY PIk4 02=Mm AIMNA6 N M AFIk COMIC! 9"1 FRED ME UXAWII OF ALL DZIP0 UP50 Mn M PPXW � MUST BE PREPARED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE Prom To M I ma or COUR I■ RO RIML "A M I BIONMt a ARV oo.w:rs oawVtRm, pa4mrooR Rf5P01dBIE UNIR STATE OF TEXAS. IN ADDITION, ALL TRENCH SAFETY SYSTEMS UTEIZED IN THIS PROJECT MUST BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STALE OF TEXAS. 20 10 0 20 40 50 a WOEYA4MAG woa 19MM FmNe unms (4MM OR M rNVOLVED THE COKMK70R SWll. BE TOTALLY RESPON98LE FOR THE SAFETY OF ALL PERSONS SCALE IN FEET gtexEISAnTAAa M � � IN THE CONSTRUCTION OF THIS PROJECT. (CON yy nd A aw E Yt6 7 CONTRACTOR SHA10 NOMTNY ALL NEER OF NV MAM WFCERIM ELEVATIONS PRIOR TO IIC8 ENGEXISTING THE CONMCTDR LBE RESPNSIBLE SUBMMIING THE NOTICE C INTENT (NLOM) AM NOTICOF TERMINAATION (N' O.T�O THE EPA 9. TIERE ARE NO OBS1RUC110NS/SGSIS LOCATED WITHIN THE VISIBILITY TRMAILXES PER MY STANDARDS. TBPE Firm Cer�f a of RegbtVioEn N0. F-OON56 TBPLS Frm of Regietrction No. 1004200 COPYRIGHT Tp 2021, BY HENNESSEY ENGINEERING, INC. POST -DEVELOPED DRAINAGE AREAS SCALE 1' - 20' DEVETOPED HYDRAULIC CALCU ATIOHS a= CFC•IVA AREA I Ic 'C' INTENSITY RUNOFF L'EA ((ACRES) MIN. COFF- Iw Iwo Ow 4 0.324 10 O9 8A8 _� 1 7..99 NW HWY MW HWY STALE. WEST ALONG WALL ST ^g I b j s'� i ,� ir' ■IEF'I EI'Tr i i i i �i gg■ �Ly9 FLOOD PION DESIGNATION gqG 3ip SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA g �� HAVING A ZONE OESIGNATION 'X' BY THE FEDERAL EMERGENCY € MANAGEMENT AGENCY TEMA), ON FLOOD INSURANCE RATE ` MAP No, 48439COVOSK' MATH EFFECTIVE DATE OF SEPTEMBER 9 25, 2009,-FGR COMMUNITY PANEL No. 480598, IN TARRANT COUNTY, STATE OF TEXAS. WHICH IS THE CURRENT FLOOD INSURANCE RATE MAPS FOR THE COMMUNITY IN WHICH SAID PROMISES S SITUATED. THIS FLOOD STATEMENT SOW. NOT CREATE LABILITY ON THE PART OF THE SURVEYOR. CITY OF CRAPFVHE P MONUMFM p (FAIR) 15' ALUMINUM ROD WTM CAP SET 0.5' BELOW ACCESS WAR ACCESS COVER IS STAMPED 'CRY OF GRAPEVINE. MONUMENT j8'. MONUMENT IS LOCATED APPROXIMATELY 100 FEET FAST OF THE INTERSECTION OF MAN STREET AND MUNICIPAL BOULEVARD IN GLASS MEDIAN ELEVATIONw53 G7' (NM 1929) SITE BEKHMARK, TOP OF SANITARY SEWER MANHOLE POUND 27 FEET NORTH OF THE SOUTH RIGHT-DF-WAY UNE OF NDRWWM HKHWAY APPRODMAIELY 10 WEST DF THE PROPERTY LINE FOR THE SITE. EUEWTIDN_623.33' (HAMM) CITY OF GRAPEVINE ERICA YAROHNIC, AICP PH 817.440,3155 EMAIL emorahricOgraPer.mtaom.gTry ARCHITECT., CAJTY SKOTNNOO PH 214A1MS02 EMAIL goryPkotkk4gmai1.com CASE NNE! DALTON OIL CASE NUMBER: CU22-OS/P022-02 LOCATION, 323 WEST NORTHW, HIGHWAY MAYOR SECRETARY DATE PLANNING AND Z04K COMMISSION DATE: VHET_5__ 4W-RCKAt DOES Nit 4011`7PIIE AM WDI IN ownKi WIN AN, CW_ OA OPcwAxcES DEPARNMEI,T OF DEW-SWNT STRNLES BEING ALL BLOCK A OF THE DALTON ADO ON, AN ADDITION TO THE CITY OF GFMBAE BY THE MM OR PUT THEREOF RECORDED IN VOLUME 3M-119, PAGE 81, MAP REOM, TARRAH COUNTY, few. I THIS PROJECT IS LOCATED IN THE MORINE40 BRANCH STREAM LOCAL SUB -WATERSHED AND THE PROJECT WILL DISTURB LESS THAN 1 ACRE OF LAND. Annroved with the following condition 1) The 20-foot pole sign is restricted to side of the front yard of Block A, Dalto, Addition, between the existing canopy access drive, as depicted on the site pla) Exhibit "A" of Ordinance No. 22-005 ai meeting all applicable setback requirerr signs in Sec. 60 of the Zoning Ordinan( 2) No lights, lighting fixtures or lightin shall be used within Block A, Dalton Addition to illuminate trees on -site. PFIER HERNFS4EY aria THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY. PETER HENNESSEY, P.E. 33295 ON DECEMBER 20, 2021. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE. ACT. SHEET 5 O C AREA DRAINAGE BLOCK A. DALTON ADDITION 323 W. NORTIIREST HIGHWAY HENNESSEY ENGINEERING, INC. t 417 W. AWN, ".AIDE T00, C AMOLLTON, TOLLS, 75W5 (RN2-245-s47$O a,: S2owl.w DATE SCALE I NOH5 FILE I NO. 0.25.21 J2106AD6 c9 ad the of 1 nts for methods WEST NORTHWEST HIGHWAY _-______ 822.59 CIR�Taw.) -_-_ 622D1 6229}• APPARENT CENTERU NE r -- 51213- AMr - scE�E INSTALL IT MAPSCO 127M INLET UTILITY POLE IGUY WY�/OYGHE/D LINE dl -162 PROTECTION O •F FIRE H1)RAVIT 9lFT u F"' S2221' tw MANHOLE 6C 1. WATER METER 622.38 6225 }`T®W EXLSTING 18' WATER LINE LIGHT POLE Cr»nNG 1 000 GAS METER <�.EXLSRNG H;FW AF WUWTELT�21' FFFT M£JT r--g622,gg ` �� EXISTING NGRESS CRDS_ 5�2t GAS LINE OF NW CCA R. %24.64' Ali SPOT GRADES SHIM OWN 622 2' 617 ARE EXISTING. (REF) 10 DO NOTE i E05D : 8' WAN ARY SEWER EXLSDNC MEASUREMENTS ARE TO BACK OF CURB. - - EROSION DOK[RDL NOTES, I DD51AG 6' SERER TOP 1. ALL EROSION AND SEDIMENT CONTROL CONSTRUCTION SWU CONFORM TO THE STATE STANDARDS AND SPECIFICATIONS, AND SHALL BE WIALED N PROPER SECUE'NCF AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. THE %$A18TARY I 15 CONTRACTOR SHALL 8E RESPONSIBLE FOR SUBMITTING THE NOTICE OF INTENT (N.01) AND NOME OF TERMINATION (N.O.T.) TO £ EXISTING 18 UK r Y 2 EXhING IEGRE55 CONNECTS TO AVIAN J^ _D05TNG SLOT DEAN I � �� -> "r 1283 FY 9 '0 ' A� 62. •89'} TEMPORARY y CONSTRUCTION ENTRAFCE I EKISONG 8' SANITARY SERVER b2 B• fKCORANElHISTDRICN. 623.58' . . GAS U 00 (OPEN SPACE/NO PARKWC) f i 1 THE TEXAS COMMISSION ON ENYIROMIENGL OUATIY'. I - _S?4 25' BURDW LINE 2. ALL SDIL EROSION AND SEDBBNT CONTROL PRACTICES WILL BE wSEALED N ACCORDANCE WITH NG.r.C.o.G. SPECS 3.12 623.844'EROSION & SEDIMENTATION CONTROL GUIDEVNE% AND WILL BE N PROPER SEQUENCE AMID MAINTAINED UNTIL /. OXADDI PERMANENT PROTECTION IS ESTABLISHED TO MEET COUNTY STANDARDS. {.64 ` / � EXISTING DALTON DLLTWI ION 3. CONTRACTOR SHALL WALL SILT FENCE, PEA GRAVEL BAC DIKE AND INLET PROTECDWI AS SHOWN AND AS REQUESTED BY IQ BUILDING FORM CONSTRUCTION TRAILER VOLUME 386-719, PACE B, OWNEn ENGINEER OR COUNTY F ADDITIONAL EROSION PROTECTION IS NEEDED. •X�" �CNNN22E�WWWMETER USE DURING CONSTRUCTION 17.168 SO. FT. OR 0.394 ACRES 4. ALL RAVED STREETS SI,NRQLDNC THE PROJECT SHALL BE KEPT CLEAN AT ALL TIMES. NO MUD ACCUMULATION MU BE JOEL CRAG DLLTON. JEANE DALTON C EATHAM, AND ( ALLOWED N PUBLIC STREETS A CRUSHED STONE, VEHICLE WHEEL MIA" BLANKET WILL BE INSTALLED WHEREVER A ! ALAI MICHAE. LYNN O&TON, PDIVIOUALLY, IN EQUAL SHARES, AS CONSTRUCTION ACCESS ROAD INTERSECTS ANY PAVED RUMMY. SAID BLANKET WILL BE COMPOSED OF 6'-8' THICK CRUSHED THEIR SCLE AND SEPARATE UNDIVIDED PROPERTY INTERESTS STONE (N.TC.O.O TIEN 2.1.&(8) -I= FOR FOUNDATKNY) AND BE AT LEAST 15 FEET WIDE BY 50 FEET LONG. INSTRUMENT ND 221052521 5. AL SMI ENENION STRUCDFS WILL BE RSPECTED AND MAINTAINED ON A REGULAR BASS DURNG CN61RUCMN TO ANY 8LOCI0Mi5 FROM AGCNJutLARED SEDIMENT ADDITIONAL ELISION BARRIERS MAY RE REQUIREDDIAtwG (HIGHWAYZCOCOYNEDERUMUAL DISTRICT) CONSTRUCTION AS SPECIFIED BY ENGINEER OR COUNTY INSPECTOR. CJ42,' 6. INSTALL SILT CONTROL FENCE FABRIC WITH 2'X 2'X 4' STAKES AT 6' ON CENTER WITH 2 X )/Y LATHES TO ATTACH THE 5 s FABRIC TO THE STAO:S IDCJOE SILT CONTROL FENCE TO MINIMIZE SURFACE SON EROSION. o 7FILTER FABRIC TO BE BEL7ECH 751 OR APPROVED E'O,ML AND INSTATED N ACCORDANCE WITH YANUFALTURER'S NEW ADDITION RkiaETDATDNS /fJJJJ 1 1 8. THE SITE STALL AT ALL DIES BE GRADED AND MAINTAINED SUCH THAT ALL STORY WATER RUN OFF ISDIVERTED TO SOIL i 1 EROSION AND SEDIMENT CONTROL FACITTIM. 1 p�rvunrx•u 9. CONTRACTOR SIWl INSTAL PPE COVER OR FILTER MATERIAL OVER THE END OF STORM SNEER PIPE IMMEDIATELY AFTER + I J INSTALLATION OF PPE AND PRIOR TO CONSTRUCTION OF INLETBOX AND INLET PROTECTION.r 1 / 10. CONTRACTOR SHALL ENSURE THAT. DUE 70 ANY STOPPAGE N CONSTRUCTION, ALL EKPO= ENDS O STORM SEWERS ARE � o WAL KW'k COVERED WITH ACCEPTABLE NATERNL THAT WILL PREVENT SEDIMENT FROM ENTERING SYSTEM. � CD 624.W' ° 11. ANY DISTURBED AREA THAT WILL BE LEFT EXPOSED FOR MORE THAN SIXTY (60) DAYS AND NOT SUBJECT TD CONSTRUCTION TRAFFIC SHALL IMMEDIATELY RECEIVE A HFIDROMUICH SEED14 WITH A MIXTURE OF BERNJM AND RYE GRASS 6 k' CONFORMING TO TEXAS NOW WAY DEPARTMENT 1995 STANDARDS. Lo -7 TALL 12. ALL SWORN DRAINAGE OUTLETS WILL BE STABILIZED BEFORE THE DISCHARGE POINTS BECOME OPERADONA., DUE TO ANY O C Yt000a E ) UNf i _.5C STOPPAGE IN fOFSTRIICTION OR AT CWLFnON OF LINE, CONTACTOR SALL INSTALL 1/2' PLYWOOD OVER FWD OF PIPE AND 1 BU5(F1LL TO SECURELY FOLD N PLACE 10 PREVENT SEDIMENTFORM ENTEUNG PPEOF61 •TE \ ' 624.756 K `_- 13. ALL MO105ED PARKING AREAS TO BE PAVED AS SOON AS POSSIBLE E AFTER SUBGRADE PREPARED. a f COVERED PARKING 14. STOCII AR NOT TO BE LOCATED WPM 50 FEET OFA FLOCOPWN, SLOPE, ROADWAY OR DRAINAGE FACILITY. THE tO.W-? RAff OF ALL STODIP E5 SHOULD BE PROTWEED BY A PEA GRAVEL BAG BARRIER OR SEDIMENT FENCE j -P6.00 15. THE MAXIMUM SIDE SLOPES OF AL EXPOSED SURFACES SHAU NOT EXCEED 3:1 UNLESS OTHERWISE APPROVED BY THE / COUNTY, ARMING PROPERTY_ 29 16. EXISTING TREES SHALL BE PRESERVED W4EREVER POSSIBLE. ALL FILL MATERIAL IS TO BE FREE OF BRUSH, RUBBISH. 6 TALL METAL FENCE • - TIMBER. LOGS. VEGETATIVE NATTER AM STUMPS N AMOUNTS THAT WILL BE DETRIMENTAL N CONSTRUCTING STABILE FILLS. 17. ROCK RIP --RAP SMALL BE INSTALLED IN ACCORDANCE WITH TEXAS HIG MAY DEPARTMENT 1995 SPECIRGTII THE MINIMUM THICKNESS OF RP -RAP UNNC BALL BE 12'. STONE SIZES SHALL VARY FROM 6' TO 8' N DVAETER. 18. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND SEGMENT CONTROLS ONLY WHEN THERE IS A SUFFICIENT GROWTH OF GROUND COVER TO PNEYFM HURTER EROSION . rW.15 I N _ \\wIM IR E %� INSTALL TREE W4rlIIA E LOW NGFFS N 1kF - fAVW1n }AIL M 7� 4 WAEY 111E LWOaaA 1X YL 0¢.1No AWn6s rix nF NIALlA PROTECTION S' rAaL T° TIE sWWr 1F mWSMA21an "° SAIL tuLW1°0.r TIolsio om Id wcMe LaI' ON FM OWr w UTILITY B IF7UNSW F011 WOOWMY uiUM IF{DWRIN AS NEEDED. -i - 10 5 . .... _ -_.2 (.'10 O '^a INfi15SNt' uo mOnCTWw DmWc It U X & M tWe Tar OR N F MW DOSING UUB AIN MYIOEA THE = WretaW 20 25 /' ARCHITECT: GARY SKOINICKI PH 214.M.844 EMAA goryAlwtricNHigmoi.com i SCALE IN FEET CITY OF GRAPEVINE QOCA MNEONIC, AN7 PH 877.410.3155 \ TWE IT" Ct9kcte M Ro9ishvWn W. F-002956 TOPS FM of Regi:LmUon No. 10042W FOWL emarahnicOgropevinelum.9pv COPYRIGHT 2021, BY HENNESSEY ENGINEERING, INC. 31 10'LMIDSCAPE BUFFER ° 624.54' O ` 0624.44' C� DNc � °823.76' 0 6 I 1 I 1 °623.86' 62 25.OD .0 624.17• - II rc MONITORNG O WELL 24.25' Co r/ -�� 0625.05'` N PORT -A -POT -� N89'55'00'W 116 0 PART O LOT 14. STAIR ADDITION CTIO VOLUME 5TO. PAGE 582 = if. ZONED HC l',f20- (HKGIW'AY COMYERCNL DIS�UCT) 10' LANDSCAPE BUFFER N� BUNG ALL BLOCK A OF THE DAL70N ADDITION, AN ADDITION TO THE CITY OF GRAPEVINE BY THE MAP OR PLAT THEREOF RECORDED N VOLUME 388-119, PAGE 81, MAP RECORDS, TARRANT COUNTY, TEM EXIM 1B' TR LINE 1/2-LRF. _ E>DS4JG SL UOT _ITN f f (NIT m EXISTING FIRE HYDRANT Approved with the following conditions: 1) The 20-foot pole sign is restricted to east) IrIO PARING front yard of Block A, Dalton Addition, t existing canopy and the access drive, as d site plan of Exhibit "A" of Ordinance No. meeting all applicable setback requiremel CONCRETE WASHOUT STATiON Sec. 60 of the Zoning Ordinance. 10fsr;� A BLOCK t3 2) No lights, lighting fixtures or lighting me VOLUME 388-IOZ PAGE 27 used within Block A, Dalton ZONED � (HIGMgY NWEHCUL DISTRICT) Addition to illuminate trees on -site. INSTALL SILT FENCE LOW 1-2' TALL CONCRETE COAL EDSTNG BUILDING CASE NAME: DAION ON CASE NUMBER CU22 OS/PO22 02 LOCADON:321 WEST NOROFWES' HIGHWAY MAYOR SECRETARY' '((( DATE: _ PLANNING AND ZONING COMMISSION DATE: ` SHEET-6_ OF -8- APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONRICT VIDM ANY CODES OR ORDINANCES DEPARTMENT O DEVFIAPMEM SERVICES THIS PROJECT IS LOCATED IN THE MOREHEAD BRANCH STREAM LOCAL SUB -WATERSHED AND THE PROJECT WEL DISTURB LESS TRAIN 1 ACRE OF 4c r PFTEW N�Y6i>tY a710M THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY: PETER HENNESSEY, P.E. 33295 ON DECEMBER 21. 2021. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT, SHEET 6 OF 8 323 W. NORTHWEST HIGHWAY HENNESSEY ENGINEERING, INC. 1417 W. MIN. SUITE IM. CARIOLLTON. TMAS. 750H (972-24!I W"16) MnanW2p9ol.c°m GRAPEVINE, TEXAS DATE I SCALE I NOTES I FILE I NO. 2.21.21 V=10• 1 1 J2106.106 1 C3 side of the Teen the cted on the •005 and for signs in shall be 4 AREA OF SOEWWIK TO BE REPLACED -COLD MIX ASPHALT TRANSTKN 15' WIDTH _._....... __...._..._. GOD MOI ASPHALT 12' MN. TRANSITION DOSTNNG XNADEJ J 7i ALTER FARBG / 5'-7' STONE OR RECYCLED CONCRETE FREE /' PAVED SURFACE OF RENF RCEWENT STEEL AND TRASK 3' 10 5' DIA AGGREGATE 10 BE INSTALLED ON ALL SURFACES TO BE USED FOR PARKING M STAONO OF MA7MALS SECTION A -A NOTE: 1. INSTALL SAT nal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t91Q (NTH HE1OR 24' ABOVE OOSi. RipNO) 4 LENGTHINN*) FENCE POST MAX. IF SPACING. 101 OMMENT-1' VARE MESH LIAONNG SUPPORT 40-111.400(1.4 MINIMUM ALLOWABLE, TIP. CHAIN UNK FENCE FABRIC IS ACCEPTABLE ALIEY PAYING / AND/OR PUBLIC WALK 2' METAL POST M' wA\ O 6' CENTERS IY REOMM OFT -SET O6TANCE (Re NOTE a ON SD-2YB) STONE OVERFLOW STRUCTURE NOTE: STONE OVERFLOW STRUCTURES OF OTHER OUTLET CONTROL DEVICES SHALL BE INSTALLED AT ALL LOW POINTS ALONG THE FENCE AT A MINIMUM OF EVERY 30D FEET. Ln'11Yi23lra1 1. POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE POST MUST BE EMBEDDED A MINIMUM OF 1 FOOT. STEEL POSTS ARE REQUIRED W/ PLASTIC CAPS. 2 THE TOE OF THE SILT FENCE SHALL BE TRENCHED N WITH A SPADE OR MECHANICAL TRENCHER. SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW. WHERE FENCE CANNOT BE TRENCHED IN (E.G, PAVEMENT WEIGHT FABRIC FLAP WITH ROCK ON UPHILL BIDE TO PREVENT FLOW FROM SEEPING UNDER FENCE. 3. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND B INCHES WADE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACOILLED WITH COMPACTED MATERIAL 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH SUPPORT POST OR M WARE BACKING. WHICH IN TURN IS ATTACHED TO THE FENCE POST. THERE SHALL BE A 3 FOOT OVERLAP, SECURELY FASTENED WHERE ENDS OF FABRIC MEET. 5. INSPECTION SHALL BE AS SPECIFIED IN THE SWPPP. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 6, SILT FENCE SHALL BE REMOVED WHEN FINAL STABILIZATION IS ACHIEVED OR ANOTHER EROSION OR SEDIMENT CONTROL DEVICE IS EMPLOYED. 7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF HALF THE HEIGHT OF THE FENCE. THE SILT SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER AS TO NOT CONTRIBUTE TO ADDITIONAL SH_TARON. 8. SILT FENCE SHALL BE SET BACK A MINIMUM DISTANCE OF IS* FROM ALL TOWN SIDEWALKS AND 3W FROM PAVED ALLEY(S). NO SILT FENCE OR EROSION CONTROL DE-ACE/SYSTEM SHALL BE INSTALLED IN AN EASEMENT. UNLESS PRIOR APPROVAL IS ISSUED FROM TOWN. 9. IN THE EVENT OF A STRUCTURE DEMOLITION/RAZE, A PRE -DEMO AND POST -DEMO EROSION CONTROL PLAN WILL BE REWIRED PRIOR TO A DEMO PERMIT BEING ISSUED. SILT FENCE NOTES TRIPE Rrm Certificate of Reglstmtion No. F-002956 Dec 23, 2021-12:13pm C:\Users\HE010-1\Desktop\nw highwoy\J2106-106\civil\J2106-106 C3 EROSION CONTROL PLAN.dwg Ir 30' (MIN.) FRIIUNCE -TI EXISTING PAVED_ ROADWAY p ROADWAY ¢ OR DRIVEWAY - AMXCO SILT SLOPE-�-���`p o o_ pro 0 0 0 0 o�-Y`o'o 0 0°0 0 / SF28 FITTER FABRIC `p°oop cpop0000C, "- 'a00 Op _o-.p_ J OR EQUAL ON WIRE MESH BACKING FILTER FABRIC SECTION y� RO DC E ROCK COHSE COMPACTED BACKFTLL EXISTING OR FINISHED GRADE 6' K 6' TRENCH 4 FILTER FABRIC TO iv 6^ EXTEND INTO TRENCH EROSION CONTROL SILT FENQE 3 DETAIL \DRAMlNw1DC-i 050E r SILT FENCE FILTER (---------, FABRIC PER DETAIL CURB INLET I O OPENING -- ----- o' _II i CURB INLET PRO TION PRIOR TQ. PAVNNG DETAIL \ORAKN65\ETA Ob02 RECORD OF CONSTRUCTION ACTIVITY 1. NSTA . SILT FENCE 2 INSTAL SVEIU ZED ENTRANCE 3. ESTABLISH CONPNYEM AREA C CIFM STE, AS REWL@D r. NSVIL NEW CONSRUCOON 6. REMOVE SII FENCE -- 36 (MAN) po. .000l °r 12' THICK ROOK loos 3 COURSE I p ON FILTER FABRIC a pogo PLAN VIEW LENGTH - 30 FEET MINIMUM WHERE THE SOILS ARE SAN'TA OR CMVEIS. OR 50 FEET WHERE SOILS ARE CLAYS OR SLTS EXCEPT WHERE TRAVEL LENGTH 6 LESS THAN 30 OR 50 FEET RESPECTIVELY. A STABBJZFD CWSTRICTJON ENTRANCE APPLIES TO POINTS OF CONSTRUCTION INGRESS AND EGRESS WHERE SEDIMENT MAY BE TRACKED OR FLOW OFF THE CONSTRUCTION ME $TABI _lU_l QONSTRUCTT9N AC-M-5 DES INSTALL MIRAR "ENVIROFENCE' FILTER FABRIC OR APPROVED EQUAL OVER INLET OPENING. EXTEND FABRIC V-6"BEYOND OPENING ON EACH SIDE. 2'-6" / PLACE SAND BAGS TIGHTLY ENO TO END ALONG PERIMETER OF FAWC -� AND ADJACENT TO CURB 2'-6- FINISHED PAVING - Yam'- FILTER FABRIC 'CURB INLET i I I I I CURB _1NLEI._PROTECTION AFTER_ ILL P.QYIN ROTE DETAIL INSIALL SAFETY CONES. DICAVATION PROTECTION, SNORING. AND RMBNNG SONS IN ACCORDANCE WITH THE CITY OF GRAPEVINE, TEXAS REDAAIIONS ARCHITECT: GARY SKOTHICKi PH AKAA1a.- MAI. garysk*ich*g-lc CITY OF GRAPEVINE ERICA MAOHNIC. AJCP PH 517.410.3155 EMAIL emamWc0yopevinetexae.9Pv CASE NAME CALTON OIL CASE NUMBER: CU22-OS/PD22-02 LOCATION:323 WES NORTHWEST HIGHWAY MAYOR ._-.-SECRETARY DATE PLANNING AND Z(N14C COMMISSION ! DATE SHEET-7- OF _8- APPROVAL DOES NOT AITHDRIZE ANY WORK N CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES EROSION CONTROL NOTES: 1. ALL EROSION AND SEDIMENT CONTROL OO 0MICTION SHALL CONFORM TO THE STATE STANDARDS AND SPECFICATONS, AND SULL BE NSTAL1fD IN PROPER SEQUENCE AND U49TAIRM INTO. PERMANENT PROTECTION 6 ESTABLISHED. THE OONIRACTCR SHALL BE RESPONSIBLE FOR SUBLITTTVG TFE NOTICE OF INTENT (N.OLL) A10 INDUCE OF TERMINATION (N.O.T.) TO THE TEXAS COMMISSION ON DNFO W MAi QUALITY. 2. ALL SOL EROSION AND SEDIMENT CONTROL PRACTICES WIIL BE INSTALLED N ACCORDANCE WITH N.C.T.CO.G. SPECS 3.12 EROSION R SFTXYEMATION CONTROL GUIDELINES, AND WILL BE INSTALLED IN PROPER SUM" AND MABRNIED UHT& PERMAN NT PROTECTION IS ESTABLISHED TO MEET COUNTY STA DARD& 3. CONTRACTOR SHALL PISTALL SLY FENCE, PEA OWL BAD OIKE AND INLET POT09M AS SHOWN AND AS REQUESTED BY OVIER'S ENGINEER OR COUNTY F ADDITIONAL EROSION PROTECTION 6 NEIDED. 4. ALL PAYED STREETS SURROUNDING THE PROJECT SMALL BE KEPT CLEAN AT ALL TUE. NO MUD AAC WLATION WILL BE ALLOWED N PUBLIC STREETS. A CRUSHED STONE, VEHICLE *EEL CLEARING BLANKET WILL BE INSTALLED WHEREVER A CONSTR A71ION ACCESS ROAD INTERSECTS ANY PAVED ROADWAY. SAID BLANKET WILL TE CONFO.SED OF C-1P THICK CRUSHED STONE (N.TS.O.G. ITEM 2.1.&(d) IROC1K FOR FOUNDATIONn AD BE AT LEAST 15 FELT WIDE BY 50 FEET LOW. 5. ALL SFDWIENTATDN SrRIAMRES WILL BE INSPECTED AND MAINTAINED ON A REGULAR BASIS OUMAG CONSTRUCTION TO PREVENT ANY BLOCKAGES FROM ACCUMULATED SEDIMENT. ADDITIONAL EROSION BARBERS NAY SE REQUIRED BURIiG CONSTRUCTION AS SPECFIED BY ENlNEE.R OR COUNTY INSPECTOR S. NSTAL SILT CONTROL FENCE FABRIC WITH 2* X 2 X 4' STAKES AT 6' ON CENTER WITH 21A I/2' lAIM TO ATTACH THE FABRIC TO THE STAKES. LOCATE SILT CONTROL FENCE TO MINNRE SURFACE SOIL EROSION. 7. FILTER FABRIC 70 BE BELIECH 751 OR APPROVED EQUAL AND NSFMLED IN ACCORDANCE TAM LLANUFACIURER'S RECOMMENIATIONS. B. THE SITE SHALL AT ALL TOO BE WAD AND MAINTAINED SUCH TWAT ALL STORM WATER RUN OF 6 DIVERTED TO SOIL EROSION MID SEDIMENT CONTROL FACIUDES. 9. CONM CMR WALL INSTALL PPE COVER OR FILTER MATERIAL OVER THE END OF STORM SEWER PIPE NMEDATMY AFTER INSTALLATION OF PIPE AND PRIOR TO CONSTRUCTION OF NET BOX AND DIET FROIECT N. 1O CONTACTOR SHALL OSJRE THAT, DUE TO ANY STOPPAGE N CONSTRUCTION, ALL EXPOSED DO Of STOMA SEVERS NE COVERED WITH ACCEPTABLE MATERIAL THAT WILL PREVENT SEGMENT FROM ENTERIXH SYSTEM. 11. ANY OESTAMEED AREA THAT WELL BE LEFT EXPOSED FOR MORE THAN MIT (60) DAYS AND NOT SUE ECT TO COS 1MM NN TRAFFIC SMALL IMMEDIATELY RECEIVE A HYINOMULCH SEEDING VM A MOCNRE OF B7MUDA AND RYE GRASS CONFORMING TO TEXAS HIGHWAY DEPARTMENT 1995 12. ALL STORM OUEUGE OUTLETS WILL BE STABILIZED BEFORE THE DISCHARGE POINTS BMW OPERATIONAL. DUE 70 ANY STOPPAGE IN CONSTRICTION OR AT COMPLETION OF UNE. CONTRACTOR SHALL INSTALL 1/2' PLYWOOD OAR ETD OF PPE AND SAWN L TO SECURELY HOD IN PULE TO PREVENT SEDIMENT FORM ENIERNG PIPE 13. ALL PROPOSED PARKING AREAS TO BE PAVED AS SOON AS POSSIBLE AFTER SUB(AAOE IS PREPAED. 14. STOCKPILES AR NOT TO BE LOCATED WTRN 50 FEET OF A FLOOMM, SHAPE, ROADWAY OR DRAINAGE FACILITY. THE BASE OF ALL STOCKPILES SHOIAD SE PROTECTED BY A PEA GRAVEL HAD BARBER OR SEDIMENT FFTNCE. 15 THE MAXIMUM SIDE SLOPES OF ALL DPW SURFACES SHALL NOT EXCEED 3:1 UNLESS OTHERWISE APPROVED BY THE COUNTY. 16. EXISTING TREES SIVL BE PRESERVED EPNEREVER POSSIBLE ALL FUL MATERIAL IS TO BE FREE OF MUSH RUBBISH TIMBER. LOGS, VEKEATIVE MATTER AND SNAPS N AMOUNTS THAT WILL BE OEfBMENTAL N CONSTRUCTING SOW FILLS. 17. ROC( RP -PAP SHALL BE INSTALLED IN ACCORDANCE WITH TTDM HIGHWAY DEPARTMENT 1995 SPDCDICATONS THE MINIMUM THICKNESS OF RIP -RAP UNNG SHALL SE 12'. STORE SIM SHALL VARY FROM 6' TO 8' IN BUTTER. 18. CONTRACTOR SHALL AWK ALL INPORAR! DIDION AND SGMENT CONTROLS ONLY WHEN THERE IS A SUFFICIENT GROWTH OF GROUND CMIIt TO PREVENT FURTHER EROSION. GENERAL NOTES 1. ALL CONSTRUCTION TO BE N ACCORDANCE WITH THIS PUN. CITY STANDARDS, AND M-T.C.OD, SPECFFIC GINS FOR PUBLIC WORKS. 2 BARRCADNCA TRAFFIC CONTROL, AND PROJECT SIGNS SMALL CONFORM TO 'TOMS DEPART" Of TRANSPORTATION- MOM ON INFORM TRAFFIC CONTROL DE:VICW. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTFY THE CITY AND OWLET'S REPRF.SEMATIVE 48 HOURS PRIOR NT BEGINNING CONSTRUCTION. 4. IT IS THE CONTRACTORS RESPOWSIMITY TO CONTACT ROM UTILITY COMPANIES FOR FIELD LOCATION OF DOM UTILITIES BEFORE CONSTRUCTION BEANS. & TREN01 SAFETY S17M SHALL BE PROVIDED BY THE CONTRACTOR AS PROVIDED IN SUBPART P - EXCAVARDN, TRENCHING AND SHORING, PART 1926 OF THE CODE OF FEDERAL REDU ATONS WHICH DESCRIBES SAFETY AND HEALTH RMUU110NS AS ADMINISTERED BY THE U.S. DEPARTMENT OF LABOR OCCPATON. SAFETY AND HEALTH ADMINISTRATION (OSHA) THE STANDARDS SPECIFIED BY THE OSHA REGMAT06 SHALL BE THE MINIM ALLOWED ON THIS PROJECT. IT SHALL BE THE RESPO6191UTY OF THE CONTRACTOR TO DESIGN AND INSTALL ADEQUATE TRENCH SAFETY SYSTDAS FOR ALL TRENCHES DU ATED ON THIS PROJECT. 6. BEFORE BEGINNING CONSTRICTION, THE OWMACTOR SMALL FURNISH TO THE CITY FOR APPROVAL A TRENCH SAEETY PUN FOR THIS PROJECT. THE TRENCH SAFETY PLAN MUST BE PREPARED AND SEALED NIT A PROFESSIONAL E)dNNEER REGISTERED IN THE STATE OF TEXAS. IN ADOWN, ALL TRENCH SAFETY SYSTEMS UTILIZED N THIS PROJECT MUST BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF TEXAS THE C'ONTWMR SMALL BE TOTALLY RESPONSIBLE FOR THE SAM OF ALL PERSONS INNI.YED N THE OMMUCT04 OF TO PROJECT. 7. CONTRACTOR SHALL VERIFY Ali EXISTING WOO AND RM ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF AM VARIANCES. 8. THE CONTRACTOR SH AUL BE FOPMS81 FOR SUBMITTING THE NOTICE OF WENT (111,01) AND NOTICE OF TERLINATION (HO.T.) TO THE EPA 9, THERE ARE NO 0&STBICTORS/SONS LOCATED WTHN THE VISIBEEFY TRIANGLES PER CITY STAMUMS. SHEET 7 OF 7 FAY INC. 1417 W. WTN, SUITE 100, CAMOULTON, 710(AS, 75OD6 (072-M-0476) he g2d-- JFx CNI DRAWN] DATE I SCALE I NOTES I FILE I NO. J2106.106 NORTHWEST H I G HWAY 1 PUBLIC RIGHT OF WAY _ ``\ _rr « r r• n r n r r :� « r �r Y e• � r r• e- r r• r- e• r rr• Jl r r• ExISTINGSIDEWALK r r r r r r r r P r r N F%I$ilNp3lgffWy4Kr r r r r^ r r r• f• r r• r r J' r r• r• r r r• r �I• r r r r r r r r r N J! r r r N r r r �• J r r r r AT r r• i• ." r• r• r• r' �•'• r• J• r• 1�• r r r r N r w r« r r r r r r r r' �� r-'^.1..+••w•..M.•.Ovwn..r`Wy'L4-h'G..<y'.'lnNr-'.. +YM1+L/•�+v � �`��� }• E•.r r• r r r r r• N I• " J' w r r• �•�' f• r �I`` J' r' r r r r a' r r 1' r r •.. + ffTT ({-rW+M�Y�J'v �..r.MM�-'•<`I^r'.Lv�r.wl�.n-+•Y.••'J'.. `YN�M^L✓..l'•.4 /,,.,,tt r r r• r r r+ .• r• r r r r r� � J• r r r r r r« r• N�,�iRF,$SI�GR�SSr. .P1� r r �• I f• r• r r r r r •'• r'L L' ,." r r I' « r r r r i' rr w r r .• r N r r• r a• r' r w r r .i ' r r• r r r f• r r r• r r r r r J r r .• ri• r w r r r r r r r r r r r w r r r r r r' r r r a: Ex13T PARKING rS{t« r r r N n r r• r w r• ««« f� r r r r' w .^ r r r- r r• :fir r r r r r r w r r� 7n r N r r N r r r r r r r r �•� r• r' J• r r r• r r «j\'S� r w r r r' r r'I {15y L. .•• r e' r r r' r r 2� {�• r• r r r r r r r .• r .r r r r .• r r r r !r r 1 9 r r r I r r r r r• a• r r •.•� R� .' i�i r r r• r• r r• r• r' . r J d•i .•• a • r •` w r' r a• r 1' r' r � j\ SSSS EXISTING DALTON OIL BUILDING r r w r J• r r• a• r �i 1,678 GROSS SF r w r .- r• J r { 1/7�L r }» r r r •' r w r r J r r I i • fir• n n r __ -.L j r a' r r r r• r r' ..i`� I'�'j`j r r r r n a' r r r e• r �\ ROPOWLIE-\r NEWADDITION :� r r• r « r .• `• 1 1,316GROSS SF r .�� r r• r r rli •r •�{� I ,. r r _ r 1; —r r! ••• .'• J• r w r r ttt j' t r• o' r- .-r--r�-�•-r-r•-r•�•--r -r - ' rI-r--r--rr-• •' r r r r r ♦' ♦' a• �• .^ � r r:�• r J• r r r•=rr r r r f�W.. rj r' •+-! r .•' ✓• r r r f• r• r' r r• r• � +T.r•-r• +' 1•+ I .i r r' r n J• r r r .•: r• • r' r r r r r• r • r r i .•;+f -i r• r w .' r r r r or p 4r r r r r r e' r w r r r• r r r• f r r w r /« r r r• r r �(j r .- .•• r .•• r r r r• r r r « r !• r .'• ,.:• I r r •^ .•<y' r• r r' .•• r r• r r• � « J' w n ,lR•�ID« J` f• f' n r • • i p • !• J' %•+ r' Y• J• r r r r r r t ✓, �+ n r•' r a rr-r---r+�.' . r.' f r •V•1 �! r• r r r S 4 Ij oVE PARKING .rr' r-r'•-r• r- r• r• r •• r r r� C i• « r r r i' J' n N r n !• !' !' r r 1 r •'• r r• :' r• r' r ! •° .•' r' .� w r J` r �`? • r r r r r• .•• r r r• « r r• r r r• r r' r r' r• r• f- r• e• r' r . .^ . r' r r r a• r ygi! r r N r r• r r r r r r r r r r r r• r• r r r r r r w r .•• r r:N r :.' �y� "'a�r•`�� N' j• •:* r y`• a.. •^ r• r• r e• r r r r r r « r' r :- :• :• :• :• r� w r• ••• .-w r• a• r• r• o-. r• v �}<r; L• « r` 1 ro r r• r r« r r r r r r r r r« r- r' r• ,' r r .' w w :' r r r .% •{c. _ }T` � N rl � a•/r%r r 7' r r r r r r r J• .'t r r• r« r r :• r• r' . r• .•• r• r r r �; GT yl A,y'ri 1 r• r' .^//� �\ r r :' r• .^ r " r r r r .* r : • r r- : r c' r w .V rod¢...•• r -r•;.• u'�r .G• V �jr r/+/r !• r r« r r r r r w r,r w r r r r r !' r �4! r J• r�{y n '!, w J• N I• I' r' •`• .•• r « r• r r W. i' r' r' r r' r r Approved with the following conditions: �. C� • rr •-, Yt-•�r r r r « w r• r' r w r '• r w r r r• r' J• ' r. y. 1) The 20-foot pole sign is restricted to eastern •- r r• r r •• :• .• r « " •• r r• J• r r r r' r " " :• r r• rbryyyr { side of the front and of Block A, Dalton = r " " '^^4 `• " r "• r. " ' r• ' • r• r " r' `' `" `' ` "m " Yr J• :"• e, r l« r r r r w 1 r r •' !• J' r' rr @' :• • r r• r' r r Addition, between the existing canopy and °-��-r �- �� •,-�• J - .�, F�n1— ' r « I' r :' t « v «« Y` r f• J• •" r ••- V J r r r r I' r J' r r , r%;' the access drive, as depicted on the site plan r_, of Exhibit "A" of Ordinance No. 22-005 and xr,�,A.'.w� .-,r r.=ram .�,,rm �.,� rr• :V. meeting all applicable setback requirements ^ for signs in Sec. 60 of the Zoning Ordinance. 2) No lights, lighting fixtures or lighting methods shall be used within Block A, Dalton Addition to illuminate trees on -site. F""M U[ (_j_1SIT7E PHOTOMETRIC PLAN__ SCALE: 1 �=10'—O' Oi ALL sm Ila"m fwt cowLT am aw a QRAPEOM WMIA tll�" cImWIIC6 Ale OTOr O IpI1G6 M70R iIILL wr UitC K-0 t MaIRMG Y-0• MW OPRRE M+ I stotistics— Deswption Symbol(Avg Max Min Max/Min Avq/IBn Cdc Zone I f 1.6 fcIIO.4 felkO.0 k N/A I N/A -D-R N AME; CASE NUMSER: LOCATION' MAYOR SECRETARY DATE' .__ PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET OF _ APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES J OO --I Ln n N Z Zz O LL LL J W 0: WQ _Z C7 00 W W O 12 C4 O Nn N 0 N N ISSUE DATE DECEMBER 3. 2021 REVISIONS I cnv cmueNta t:/V/M SHEET NO. E1 SHEET B Of e 2" retainer with additional _ 2" open channel for LED edge lighting 72u SPECIFICATIONS: D/S Cabinet on Pole sign (w/pole cover) Illumination: White LED Faces: Routed aluminum Vinyl: First surface Addtional: 1/4" Acrylic FCO Cabinet Depth:18" Retainers: 2" Mounting: Pole (Depth TBD) Sq. Ft: 36 Qty:1 Client: Mi Mututal Location: 232 W NW I Contact: Bob Duane Email: 48"W saddle i ! 14" neck ! ! II . I I II II (I II ! I II II Pole j lI I I II Pole CoveI I II r ! I II I I I I ' . II II II it • II II 24" bottom of cover Sales: Curt TX I Designer: Dawne Contact #: 00"00-0000 1 Date: Approval Signature: oauane@mimutual.com 12/03/2021 White cabinet /4" FCO white acrylic Opaque vinyl ish thru white acrylic surface translucent /4" FCO white acrylic Approved with the following conditions: 1) The 20-foot pole sign is restricted to eastern side of the front yard of Block A, Dalton Addition, between the existing canopy and the access drive, as depicted on the site plan of Exhibit "A" of Ordinance No. 22-005 and meeting all applicable setback requirements for signs in Sec. 60 of the Zoning Ordinance. 2) No lights, lighting fixtures or lighting methods shall be used within Block A, Dalton Addition to illuminate trees on -site. Illumination - Simulation Only Colors: Vinyl (Translucent/Opaque) PMS TBD (Opaque) Push thru faces - PMS TBD (Translucent) PMS TBD (Opaque) Paint (Semi -Gloss Finish) ❑ White - Cabinet/Filler/Retainer/Pole cover Revisions: initials/Date. TSCL# 18741 1- - 7►g5 E 5 P N 3 - _ D�gqryry 1 6Y PWO E 5 A N 4_ QR MA N F �NY INTI=RNATOIAL MEMBER PTuvpS ap& L't SIGN ASSOCIATION