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HomeMy WebLinkAboutItem 04 - CU00-10 America's Service StationITEM P i 2- * � TO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION FROM: ROGER NELSON, CITY MANAGER H.T. HARDY, DIRECTOR OF DEVELOPMENT SERVICES MEETING DATE: MARCH 28,2000 SUBJECT: DEVELOPMENT SERVICES TECHNICAL REPORT OF CONDITIONAL USE APPLICATION C000-10 F -7 I I Grapevine g? Lake APPLICANT:Kitina Gilstrap 0 I i I.H.1635 Northwest PROPERTY LOCATION AND SIZE: co The subject property is located at 2059 West State sy oFw x � Highway 114 and is proposed to be platted as Lot Hall -Johnson iso Airport a 2R, Block A, Storeguard No 1. The site contains 1.4144 acres and has approximately 172.08 feet of i----� o ? Glade Fd. ;, _� frontage along the West State Highway 114 Service Road. REQUESTED ZONE CHANGE/CONDITIONAL USE AND COMMENTS: The applicant is requesting a Conditional Use Permit to allow the establishment of a 3,920 square foot automotive repair facility. The applicant is proposing the development of a 3,920 square foot automotive repair and service facility to be operated as America's Service Station. The facility will have three service bays and the applicant is not requesting any outside storage. PRESENT ZONING AND USE: The property is currently zoned "LI", Light Industrial District and is undeveloped. Olzcu/C000-10.4 1 March 22, 2000 (10:25AM) N HISTORY OF TRACT AND SURROUNDING AREA: The subject property and the property adjacent to the West Side of State Highway 114 West were rezoned in the 1984 City Rezoning from "I-1" Light Industrial to "Ll" Light Industrial. The Grapevine Industrial Park Addition was rezoned in the 1984 City Rezoning from "1-2" Heavy Industrial to "Ll" Light Industrial. Conditional Use Permit CU95-14 (Ordinance 95-44) was approved on June 20, 1995 to allow mini -warehouse with outside storage on the property to the south. The property to the north was developed as Craig's Collision through administrative review. SURROUNDING ZONING AND EXISTING LAND USE: NORTH: SOUTH: EAST: WEST: AIRPORT IMPACT: "Ll" Light Industrial - Craig's Collision Specialists "Ll" Light Industrial - Storeguard "PO" Professional Office and "CC" Community Commercial - State Highway 114 West and Baylor Hospital "Ll" Light Industrial - Warehouses and a 100 -foot telecommunications tower The subject tract is located within "Zone B" Middle Zone of Effect as defined on the "Aircraft Sound Exposure: Dallas/Fort Worth Regional Airport Environs" map. In Zone B, the following uses may be considered only if sound treatment is included in building design: multi family apartments, motels, office buildings, movie theaters, restaurants, personal and business services. Single Family residential and sound sensitive uses such as schools and churches should avoid this zone. The automotive repair facility is an appropriate use in this noise zone. MASTER PLAN APPLICATION: The Master Plan designates the subject property as Industrial land use. The proposed development complies with the Master Plan. HTH/sdk 0:/zcu/C000-10.4 4 March 22, 2000 (10:25AM) U f7r— FEB G 7 20 0 CITY T & X A S .��i. O ViCONDITIONAL USE APPLICATION Form "APART 1. APPLICANT INFORMATION Nar.,e of applicant/ agent.�--,� ��� I� &nStreet address of app icant /agent:''1400 oY ri � e 50C City/State /Zip Code of applicant/ agent: Telephone number applicant/agent: Fax number of applicant/agent:- 7 7� - 5 0 3 - 5 e Y- - Applicant's interest in subject property: StY noLL PART 2. ROPERTY INFOR ATION Street address of subject propertyeg i description of subject p pebounds must be escribed on 8 1/2" 11"sheet) e ofa subject propertylXAcres tl3 Square footage Present zoning classification: Proposed use of the property: �' Z Minimum/ maximum district size for conditional use request: Zoning ordinance provision requiring a conditional use: PART 3. PROPERTY OWNER INFORMATION Name of current property owner Gra evine-Mak J.VStreet address of property owner.2300 Airport Freeway, Suite 230 City / State / Zip Code of property owner.B4dford, Texas 76022 Telephone number ofproperty owner. Fax number of property owner (817) 571-4114 (817) 540-1583 ❑ Submit a letter describing the proposed conditional use and note the request on the site plan document ❑ In the same letter, describe or show on the site plan, and conditional requirements or conditions imposed upon the particular conditional use by applicable district regulations (example: bufferyards, distance between users) ❑ In the same letter, describe whether the proposed conditional use will, or will not cause substantial harm to the value, use, or enjoyment of other property in the neighborhood. Also, describe how the proposed conditional use Mil add to the value, use or enjoyment of other property in the neighborhood. Application ofsite plan approval (Section 47, see attached Form B' . The site plan submission shallmeet the requirements ofSection 47, Site Plan Requirements, and Section 45.E. j `E B a 7 2000 F ❑ All conditional use and conditional use applications are assumed to be complete when filed and will be placed on the agenda for public hearing at the discretion of the staff. Based on the size of the agenda, your application may be scheduled to a later date. �t, .. J ❑ All public hearings will be opened and testimony given by applicants and interested citizenry. Public hearings may be -continued to the next public hearing. Public hearings will not be tabled. ❑ Any changes to a site plan (no matter how minor or major) approved with a conditional use or conditional use permit can only be approved by city council through the public hearing process. ❑ I have read and understand all the requirements as set forth by the application for conditional use or conditional use permit and acknowledge that all requirements of this application have been met at the time of submittal. PART 4. SIGNATURE TO AUTHORIZE CONDITIONAL USE REQUEST AND PLACE A CONDITIONAL USE REQUEST SIGN ON THE SUBJECT PROPERTY Print Applicant's Name: Applicant's Signature: The State Of a�'f`YP CARS' ANDERSON a NOTARY PUBLIC { County Of �� State of Texas ��t�' Carni>;. ;',.,; ;.,;:..-;',•-'-+:`��3 Before Me 7cG rsonaliy appeared (notary (applicant) known to me (or proved to me on the oath of caul or other document) to be the person whose name is subscribed to the forgoing instrument and acknowledged tome that he executed the same for the purposes and conside 'on therein expressed. (Seat) Given under my hand and seal of office this day of i A.D. Notary In And as Print Property Owners Name: Prope ner`s Signature: The State Of -0_ � County Of ��1L til h.Pc� Before Me , ° U l Lcon this day personally appeared (notary) (property owner) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal) Given under my hand and seal of office this day of 1 L5_ c x A.D. O a TERM ROBERTS FAY COt+w,!, _1'.ON C6XFi{rj `=rid. E'}"i.l_� ^ ` f-✓ tx�tir �t r 10 1 `�Notary In And For State Of Texas legal FEB 0 7 2000 FIELD NOTES BEING a tract or parcel of land situated in the Ambrose Foster Sury ey, Abstract Number 518, City of Grapevine, Tarrant County, Texas; and being all of Lot 2R, Block A of Storguard Number 1 Addition, an addition to the City of Grapev ine recorded in Cabinet A, Slide 3419, Plat Records, Tarrant County, Texas; said Lo t 2R beingmore particularly described as follows: BEGINNING at a 1/2 inch iron rod found at the northeast corner of s aid Lot 2R, Block A Storguard Number 1 Addition, and at the southeast corner ofLot1, Block 1 Van Cleve Addition, an addition to the City of Grapevine recorded in Cabinet A, Slide 2237, Plat Records, Tarrant County, Texas; said also point being in the west 1 ine of State Highway 114 (variable -width Right -of -Way); z" THENCE South 33,Y"1413211 East along the east line of said Lot 2R, Blo ck A Storguard Number 1 Addition and the west line of said State Highway 114 a dis tance of 172.08 feet to a 1/2 inch iron rod with cap marked MCCULLAH SURVEYING set at the southeast corner of said Lot 2R, Block A Storguard Number 1 Additio n and the northeast corner of Lot 3, Block A of said Storguard Number 1 Addit ion; THENCE South 843515511 West departing the west line of said State H ighway 114 and along the common line between said Lot 2R and Lot 3, Block A Storgu and Number 1 Addition a distance of 473.06 feet to a 1/2 inch iron rod with cap marked MCCULLAH SURVEYING set at the southwest corner of said Lot 2R, Block A Storg uard Number 1 Addition; said point also being in the east line of Lot 1, Block A of said Storguard Number 1 Addition; THENCE North 00111312111 west along the common line between said Lot Page 1 legal 2R and Lot 1, Block A Storguard Number 1 Addition a distance of 144.58 feet to a 1/2 inch iron rod found at the northwest corner of said 2R, Block A Storguard Number 1 Addition and the most northerly northeast corner of said Lot 1, Block A Storguard Nu tuber 1 Addition; said point also being in the south line of said Lot 1, Block 1 Van Cleve Addition; THENCE North 893515511 East along the common line between said Lot 1, Block A Storguard Number 1 Addition and said Lot 1, Block 1 Van Cleve Addit ion a distance of 379.29 feet to the POINT OF BEGINNING and containing 1.41 acres of land, more or less. Page 2 E t4� ti )suiting inc. FEB 0 7 2000 PAT ATKINS February 7, 2000 99110 President Mr. Stephen D. Kindrick Development Services/Planning Division 200 S. Main Street KPA consulting Inc. Grapevine, Texas 76051 RE: America's Service Station 14800 quorum Dr. Grapevine, TX Suite 500 Dear Mr. Kindrick; Enclosed you will find the following for submittal on the above referenced Dallas, Texas 75240 project for a Conditional Use Permit: 1) Form "A" Application 2) Form "B" Application 3) Filing Fee tel 972.503.5300 4) Legal Description on 8 %2 x 11 5) Acknowledgement Form w/ Signatures 72.503.5488 6) Two (2) Folded 2436 Bluelines of Complete Site Plan 7) Three (3) Folded 2436 Bluelines of Site Plan Only 8) One (1) Folded 2436 Blackline of Final Plat 9) Letter from Public Works 10) Three (3) Rendered Drawings of Proposed Building The proposed Conditional use of this property is an America's Service Station. America's Service Station offers minor automotive repair service to the public such as oil change, tire repair, etc. All applicable site and landscape requirements will be met. The conditional use will not cause harm to the value of the property, however the value will increase. This conditional use will offer a needed service to the public, and will increase the value of surrounding properties. Instead of a vacant lot the City of Grapevine will have a public service with a beautifully landscaped site. Please contact me at the office if you have any questions. Sincerely, KPA consulting inc. ti Kitina Gilstrap Project Manager enc AN ORDINANCE ISSUING A CONDITIONAL USE PERMIT IN ACCORDANCE WITH SECTION 48 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 CONDITIONAL USE PERMIT C000-10 TO - DEVELOP AN AUTOMOTIVE REPAIR FACILITY IN A DISTRICT ZONED "LI" LIGHT INDUSTRIAL DISTRICT 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 CONDITIONAL USE PERMIT; PROVIDING A PENALTY NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00) AND A SEPARATE OFFENSE SHALL BE DEEMED COMMITTED UPON EACH DAY DURING OR ON WHICH A VIOLATION OCCURS; 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 & 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 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, 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 ORD. NO. 2 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 of the City of Grapevine, Texas, same being also known as Appendix "D" of the City Code, by granting Conditional Use Permit No. CU00-1 0 to develop a 3,920 square, foot automotive repair facility (America's Service Station) in a district zoned "Ll" Light Industrial District within the following described property: Lot 2R, Block A, Storguard No. 1 (2059 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 "N', 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. ORD. NO.. 3 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. 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 28th day of March, 2000. ATTEST: F.111:1:100"y :110N.064-SKOOMPUTIM Ell 7 ENGINEERING SITE PLAN MAR 14 2000 For AMERICA"S'la"ERVICE STATION State Highway No. 114 Lot 2R, Block A An Addition to Th.te City of Grapevine, Texas SHEET INDEX COVER SHEET C-1 SITE PLAN C-2 DIMINSION CONTROL PLAN .C-3 GRADING PLAN C-4 DRAINAGE AREA MAP C-5 -LANDSCAPE PLAN C-6 .LANDSCAPE DETAIL SHEET C-7 IRRIGATION PLAN C-8 PAVING PLAN C-9 SITE DETAIL SHEET 'C-10 EROSION CONTROL PLAN C-11 UTILITY PLAN PREPARED BY: Ar IIIIIIIIIIIIIIIL ..moulting Inc. 14800 QUORUM DR. -SURE 500 DALLAS. TEXAS 75248 CONTACT: PAT ATKINS 972-503-5300 MARCH 14, 2000 m SOUTHLAKE I WALL STREET BLVD. .rL 8 L V1 _\D. am"IrIm a OWNER/DEVELOPER: THE MAKENS COMPANY 2300 AIRPORT FREEWAY, SUITE 230 BEDFORD, TEXAS 76022 (817) 571-4114 CONTACT: JIM MAKENS 0 j ,j I POINT OF BEGIN 1/2 N 89-35'55" 379.29' - IR I/ .Project Name America's Service Station Zoning District L1 Address 2059 W. SH 114 T Reg. Min. 20,000 sq. ft. 1sT: 61,613 sq. ft. Buldi-n-g—Tr—ea Req. Max. 50% _rTu—ilding Prov. 15.71 % –74 1, Max. 50ft, Prov. 20' ft. .Imperviou-s Space Reg. 1 co [,j < RIO 52% Parkin q Reg, 31 Spaces Prov. 42 Spaces N, T 01 CL < < L— — — — — -- IRS� �� Q EXISTINC 20' UTILITY EASEMENT CAB. A, SLIDE 2339 /2" IRF SITE SUMMARY TABLE .Project Name America's Service Station Zoning District L1 Address 2059 W. SH 114 Site Area Reg. Min. 20,000 sq. ft. Prov. 61,613 sq. ft. Buldi-n-g—Tr—ea Req. Max. 50% _rTu—ilding Prov. 15.71 % He 1, Max. 50ft, Prov. 20' ft. .Imperviou-s Space Reg. Max. 85% Prov. 52% Parkin q Reg, 31 Spaces Prov. 42 Spaces - - --S 819 -*3 -9 -29 -n -W- -5&7-&4'- NOM 1) CUOO-10 IS A REQUEST TO ALLOW THE ESTABLISHMENT OF A 3920 SQUARE FOOT AUTOMOTIVE REPAIR FACILITY. 2) ALL ON-SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE UNDERGROUND .y 20 10 0 20 40 %mmmmIIIIII SCALE: 1" =20' rrLAKE WALL STREET BLW* rm 4 - RSC m tit CASE NAME: CASE NUMBER: LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE' SHEET: OF: APPROVAL DOES NOT AUTHORIZE AN� WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. OIEPMfUENT OF DEVIXOPMENT SERVICES CU00-10 AMERICA'S SERVICE STATION 2059 WEST STATE HWY 114 LOT 2R, BLOCK A, STOREGUARD NO. I REVISEE"U, =ENGINEERING SITE PLAN THE p- DOMA"T WAS . G W� FT �2/poiko 13al0 [PROPOSED DIMINSION CONTROL PLAN lot srob-7 4'-. now viu G.W.F. K,C.0 2/7/001 1,- eel az:wv>�`T r18 5 !' • y 1/2L IRL ' s 1 NI.Ylt (.u.x7 ' a1x1- 1 �► I ([NF1 (.v11d • • �� i I' .� �j , RYF1 1.Fi.x1 II, I,� I♦ FYt.F Y "r,u ,�! �1 � U � pi - 0.2 :y 2.40 -57, � 20 Ta o 20 40 .72 \ 7.52 / SCALE: 1" -20' DRAINAGE LEGEND 1 C - 0.90 RUNOFF i - 11.6 in.Ar (for 10 min.) \\ IN o \ A . Area In Acres o \ i ACRES Ip DRAINAGE DIVIDE \ A ^ ® UNE \ \Nt o- FLOW ARROWS \ 1 S ( \RSC 1 1 \ f \ N 8P°35'55"\E \473.06'\� 1 1 ! ( \ \ \ \ FRGRSAROAMERICA'S SERVICE I 1`STATION SIGN. ( E IN TING D2 I ! ( \ -ss UNbERGROUN �` 14.7 117.2 \ `� 03 i i 1 660 UNDERGROUND ` 2.06 r14. 77 -11,- '` �;\ �� 21.51 1 \ I( 1 117.2 ,� � `.- • � ( EXISTI\NG 20' UTILITY EASkMENT CAB. A) SLICE 2339 -- - -- -- �- -- 39'29"W-- Amin Nil No No \w lN` on up No No ft = -7 1. '.. DRAINAGE DATA y 1 AREA N0. ACRES C t, MR 1, w/NR 0, 'THIS OUTFLOW IS DETAINED TO 78 CFS AS SHOWN ON APPROVED PLANS DONE BY GOODWIN AND MARSHALL ENGINEERS. .CASENAME: 'CSE ANUMBER: LOCATION: MAYOR ,- SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: OF: - APPROVAL DOES NOT AUTHORIZE AN WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES 16.7 ICA'S SERVICETA�PI 2059 WEST STATE IIY 114 LOT 2R, BLOCK A, STOREGUARD NO. 1 REVISED 'RING ON ENGINEERING SITE PLAN INE SEAL WAS APPEARING ON D B DOCUMENT WAS AUiHOR12ED BY 0W. "�MWA 13010 PROPOSED DRAINAGE AREA MAP T- T r-ry TIF l7p4OpvTrr Icn,r- ntn n crs �"lea X100 Q t�Fs C 1 N PIPE AT 1.14 0.7 ID 6�6 5.3 11.6 9.3 A2 0.71 0.9 10 6.6 4.2 11.6 7.4 16.7 81 1.45 0.7 10 6.6 67 11.6 11.8 82 0.42 0.9 10 6.6 2.5 11.6 3.4 B3 1 0.34 0.9 10 6.6 2.0 11.6 3.5 B4 ' 10.6 0.7 10 6.6 49 11.6 78 117.2 BS 0.43 0.9 10 6.6 2.4 11.6 4.5 86 0.84 0.9 10 6.6 5.0 n.6 8.8 87 0.69 0.9 10 6.6 4.1 11.6 7-2 C 0.36 0.9 10 6.6 2.1 11.6 3.8 3.8 DI0.37 0.9 10 6.6 2.2 11.6 3.86 D2 1.69 0.9 10 6.6 4.5 fi.6 7.84 11 DS 1.45 0.9 10 6.6 3.6 116 6.7 5.22 'THIS OUTFLOW IS DETAINED TO 78 CFS AS SHOWN ON APPROVED PLANS DONE BY GOODWIN AND MARSHALL ENGINEERS. .CASENAME: 'CSE ANUMBER: LOCATION: MAYOR ,- SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: OF: - APPROVAL DOES NOT AUTHORIZE AN WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES 16.7 ICA'S SERVICETA�PI 2059 WEST STATE IIY 114 LOT 2R, BLOCK A, STOREGUARD NO. 1 REVISED 'RING ON ENGINEERING SITE PLAN INE SEAL WAS APPEARING ON D B DOCUMENT WAS AUiHOR12ED BY 0W. "�MWA 13010 PROPOSED DRAINAGE AREA MAP T- T r-ry TIF l7p4OpvTrr Icn,r- ntn n nDat+ All TRBES FRAU BE A MWIMUM DP S' CAE/PIR IN DIAMETER ` MEASURED Bl% WIM ABOVE °RADE AT TDB TIME OF PEANTTNO. N ' 20 10 - 0 20 40 SCALE: 1' -20' \\ (1 unnwnr .y POINT OF BEGINNI G — r/2" IR — — N 89°35'55" 379.29' \ -'] CASE NAME: 'I Z" IRFCASE NUMBER: LOCATION: MAYOR SECRETARY - - -...-- --------------- ----- -- -wn� . ,mss -- -'- — — — — — — - ^� —" -\ `� T DATE: 00 3cbPLANNING AND ZONING COMMISSION - EXIS(ING ' TT�� l—pp 0—ppENINC 10UTILITY EASEt!EN\ \ �, IN CURB CAB. A, SLIDE 2333 � (1 D. �r �/ CHAIRMAN �1 ------- -- ------------- - �9j G1 1` � �qo % DATE: ^001 _ SHEET: _. OF. _. C14I-- r' I /-J I C APPROVAL DOES NOT AUTHORIZE AN In 'a c WORK IN CONFLICT W TH ANY CODES o o Q o 0 o PROPOSED BLDG. 9 `6 j� e \ � o �\ OR ORDINANCES. o I ~ ( - -- 3920 SF. t^ \ G �QpENING o (!t FF=657.G0 ( Vi / ��� 4P ` IN CURB (n DEPARTMENT OF DEVELOPMENT SEANCES J _ -_ 111 LOCATION OF GARAGE DOORS ----—— — — I .,ICJ o .—.•_.._ -- -----9y�t - y J, or— o 000000000c 00 — — — — L-- ------ ---------------- ' — — — L SIDE SETBACK DCOO \ O - - -- — - � -\ IRs — — — — N 89°35'55" E 1.73.06' — \ IRsc \/ PROPOSED LOCATION FOR AMERICA'S SERVICE \ '% I STATION SIGN. ILANDSCAPE CALCULATIONS \ N (� 0" o, z� I � I m -2s, \\ \ U00 0 �ti AM iCA \S ERV E STATIQN 2059 WEST STATE HWY 114 LOT 2R, BLOCK A, STOREGUARD NO. i REVISED ARON ENGINEERING SITE PLAN THE SEAL APPEWO AUTM Ctl MIS IMcuMEHr WAS AUTHowaD BY °w "ON o "°'° PROPOSED LANDSCAPE PLAN ••••••,� City of GRAPEVINE. TARRANT COUNTY, TEXAS � G1 I� n `I SUMMARY TABLE LOT .AREA 1.41 AC (61,613 S .FT. T _ LOT•-,CUVERAGE 15.71% LANDSCAPE -BE RED OVERALL 15% LANDSCAPE PROVI (OVERALL) 43% BUILDING SQUARE FOOTAGE 3,920 SQ. FT, BUILDING HEIGHT STORIES & FEET 1st 20 MAX TOTAL SQUARE FOOTAGE OF IMPERVIOUS SURFACE 31 415 SQ. FT, GENERAL LANDSCAPE NOTES: I . All proposed landscaping Is to De Installed as per local city ordinances and codes. 2 An unm derground outoolic pop—up type Irrigation system shall be Inst oiled to water all landscape areas, Including right—of—way area, ,Unless noted otherwise. Adjustments to system will limit oversproy onto ad)ocent roadways and conserve water to the greatest extent possible. 3. Additional plant material will be Installed an site by owner In accordonce with the City of Grapevine Iondecape standards. Material epecified on this plan is to meet minimum Iandscape ordinance requirements. Owner may elect to provide additional plant material above and beyond the material shown on these plana. 4. All plant mat"" shall be maintained by owner in a healthy and growing condition. 5. Plant materials which die shall be replaced by the owner within a (6) six month period with plant material of similar variety and size. 8. The Property owner Is responsible for regular weeding, mowing of gross, Irrigation, fertilizing, pruing, and other maintenance of all plantings as needed. 'l. Landscappe areos shall be kept free of trash, litter, weeds and other materials of plants not a part of the original landscaping. 8. All landscape areas shall be protected from vehicular traffic through the use of concrete curbs, wheeletope or other permanent barriers. 9. All landscop0 areas sholl be constructed, Installed and maintained so os not to obstruct view of motorists between the street and access drives. Vlelbllfty triangles shall remain unobstructed at all times. 10. All permeable surfaces not occupied by trees, shrubs, planting beds, signs, -and other permitted items or fixtures shall be Bermudogross or St. Augustine gross, unless noted otherwise. IT. Ail trees are to be located, whenever possible, outside fire hydrant, sonitary sewer and utility easements. 12. Non—residential adjacentcy—reference engineering plans for zoning cloaslRcotion of lot and adjacent properties. a O XAT412 � STAKES, SPACED EQUALLY O1 EARTH SAUCER GALVANIZED GUY PARE, ADD TURNBUCKLES IF NECESSARY TO STABILIZE TREE PLAN L'1 RUBBER CHAFING GUARD L'5 WARNING FLAGS 20.. 10 0 20 40 © REMOVE BURLAP TIES AND TOP OF BURLAP O7 t' COMPOST AND J" MULCH AS SPECIFIED SCALE: i" =20' J � ROOT BALL 6 O BACKFILL W/SOIL AS PER SPECIFICATIONS 1/2 WIDTH / T ROOT BAIL 10 UNDISTURBED EARTH f 4' MIN. 1 1 B 11=1 SECTION (MULTI—TRUNK TREE PLANTING DETAIL `` �� — N.T.S O 2' MULCH LAYER 0 "SHOVEL EDGE" TYP. WHERE BEDS MEET LAWN O3 3" HIGH EARTH SAUCER 2 O BACK FILL W/PREPARED SOIL J MIXTURE MATERIAL 0 g8pT BALL' REMOVE FROM X CONTAINER. GENTLY SCARIFY GIRDERED ROOTS AS NEEDED. :II \ 5 REMOVE ALL TAGS & TWINE SOIL BACKFILL MIX RE: SPECS SCARIFY BOTTOM AND SIDES T OF PLANT PIT 1/2 VAOTH WW O UNDISTURBED EARTH ROOT SALE JJJ NOTE: ALL PI.AiS SHALL BE X' DEPRI OF / INSTALLED w/ TQIANGUTAA hNnWG SPACING (Mix MI S� H�LANTING DETAIL 1/8'X'SEELENOM wG MSr �LLGD2'(Mw., �. OR X .` STEEL EGGING DEPTHMOLGiMI OR DTHFA EDGE DEPTH (Mw.) RESiRAIHT s¢ PLAN N.T.S. ANro mEcs reN5HED CRAGE j j X �4 GROUNDCOVER PLANTING N IS. (D DIFFERENT PLANTING [" MAX. TREATMENTS. .� (�) SHOVEL EDGE I(-1 IF L I-IlF STEEL EDGING ! -� 5' MIN. CiJ00-10 _II -0 2 AMERICA'S SERVICE STATION ;� r A. PROVIDE SMOOTH CONRNUOUS EDGE AS 2 - MIN MAX. 2059 WEST STATE HWY 114 SHOWN. DIG EDGE TWIN COMMON SPADE OR STRAIGHT BLADE SHOVEL. LOT 2R, BLOCK A, STOREGUARD NO. I 3 STEEL EDGING SHOVEL EDGE REVISED3RINGON ENGINEERING SITE PLAN �� �j THE SEAL WAS APPEARING ON THIS pa(o w, Fl WAS AUTHORIZED BY N.T.$ — _— N.LS O.W. FlNDL /7/00 17810 LANDSCAPE DETAILS NOTE: AN IRRIGATION SYSTEM YALE BE PROVIDED TO ALL LANDSCAPE AREAS. THE IRRIGATION SYSTEM SHALL INCLUDE BOTH RAIN AND FREEZE SENSOR CONTROLS WHERE NECESSARY. NOLE5 I ALL 24 VOLT LEAD AND C(WMGN VALVE WIRING SHALL BE A M1N4UM OF OF -14 OA, SINGLE C*MCTOR. WE ER TO MAMIFACRRER'S RECOMMENDATIONS FOR PROPER WIRE SZE. WIRE SPUCES SHALL BE PERM- ANENT ANO WATERPROOF 2 CJXRCNATE INSTALLATION OF Ip "TWN SYSTEM MIN "NETSCAPE CONTRACTOR TO ENSURE ALL PLANT MATERIA. ANLL BE WATERED N ACCORDANCE WITH DE INTENT OF THE PLANS AND SPECIFICATIONS. 3 LATERAL PIPING SHAH HAVE A WWMUM OF 12. OF COKE. MAINLINE AND PIPING UNDER PAVING SHALL HAVE A YRRWIAE OF IB' G. COVER 4 PIPING AND VALVES N PAVING SHORN 1111 CLARITY, INSTALL IN ALUACENT -TING BED OR LAWN AREA. ! CwWCT LAWN AM HIGH -POP SPRAY HEADS TO LATERAL PIPING MM 1/2' FLEXIBLE PVC AND 1/2' SCH 40 PVC ntiNGS AS REOURED, PER DETAM SHOWN. USE WELO-ON E 795 S0.KNT AND 4P070 PRIMER ON THESE CONNECTINS I CONNECT 1O1AR1 NEARS 10 LAIERAL PPE WITH LASCO •IRUTIIID•. O-RING SWING JOINTS PER DETAIL SHOWN, /1722-312. 7 INSTALL QUICK COUPLING VALVES OF TEN (10') INCH AMETEK VALVE BOX PER DETAIL SOWN. CONNECT QUICK COIFPLING VALVES TO MAINLINE PPE WITH LASCO 'UMnZED", 0 -RING SONG JOINTS PER DETAIL SHOWN, / S 2-312 SUPPLY OWNER MTH OHE (1) COUPLER KEY WITH SWIVEL. HOSE ELI. /33OK AND /SN -0 SPECTI'.EL.Y. 8 INSTALL REMOTE CONTROL. VALVES N TEN (IOL) AMETEK VALK BOXES PER DETAIL SHOWN. 9 PERFORM ELECTRICAL WORK N ACCORDANCE WITH LOCAL (PRICING CODE. POWER (12OV) SHALL BE LOCATED IN A JUNCTION BOX WITHIN FIVE (S') FEET OF CONTROLLER LOCATION BY OTHER TRADES. 10 SIEVES SHALL JBI CUSS 200 PVC, %ZED AS NOT® ON PLANS AND INSTALLED BY OTHER TRADES. It . ROUTE COMMON WIRE FROM CONTROLLER TO REMOTE SENSORS IN SERIES PRIOR TO CONNECTING TO REMOTE CONTROL VALVES. 12. TEN DAYS PRIOR TO START OF CONSTRUCTION, VERIFY STATIC PRESSURE. IF STATIC PRESSURE IS LESS THMI 70.0 PSI, 00 NOT START WORK UNTIL NOTIFIED TO PROCEED BY OWNER. DESIGN PRESSURE IS 57.4 P%. 1/2" IR_ 13/4' 1' 64 1 FR IRRIGATION LEGEND: SYMBOL DESCRIPTION MANUFACTURER MODEL NO, • LAN SPRAY READ RAINBIRD 1804 W/ 13F, tSH, OR 150 UNLESS NOTED OTHERWISE ROTARY HUNTER POP W/ /t0 NOZZLE PART-CRCUE K COUPLING RANBIRD 3RC VOUII ' 101 REMOTE CONTROL RAINSIRD PES SERIES. RUM TO PLAN FOR SIZE VALVE LOT 2R, BLOCK A, STOREGUARD NO. 1 RADIUS LEGEND ® CONTROLLER RAINSIRD RC SERESW/ RAINCIIECK AND PENN A-19ANC-1 ENGINEERING SITE PLAN TEMP. SENSOR -++�-- MAINLINE PIPING RETIA TO SPEC, CLASS 200 PVC IRRIGATION PaN LATERAL PIPING REFER TO SPEC. 3/4' h LARGER - CLASS 200 PVC H - 190 e . ITS C sell 1/2' - CLASS 315 PVC City Cit of GRAPEVINE, TARRANT COUNTY. TEXAS BACKFLOW FEBCO FMY PREVENTER 0 - 90 wnl-TacR. cowaoRAnoHN ® WATER METER REFER TO SPEC. PER LOCAL BUILDING CODE p , 20 10 0 20 40 `\ SCALE: 1" -20' STATION NUMBER ` VALVE SRE \ )twimw GPM (APPROX.) \\ V --POINT OF BEGINNING \ IRF 1-i 1/2 1 1/ 3/4' CASE NAME. 2' 4" SLEEVE 1/2; Y SLEEVE /2 \\ \ CASE NUMBER: LOCATION: A 1�22 1(2)10Q 4 2 1 2 /2'q''aMAYOR SECRETARY RC -1260 CONTROLLER 1 (2)I OH ®� 9 9.^ ! DATE: PROPOSED BLDG. W.(j 2 (2 PLANNING AND ZONING COMMISSION 3920 SF.. 6 ¢FF=65%.00 ® 11-1 9 / \ MCHAIRMAN 2�DATE:oa LOCATION OF GARAGE DOORS 3/4/2" SHEET' - OF'15C tf2" 2H - �� APPROVAL DOES NOT AUTHORIZE AN 3 4 WORK IN CONFLICT WITH ANY CODES 12H / OR ORDINANCES. 1-1 Y TAP AL SERNCE, (MPA FEE$$$'''. 9�qs, l' /V DEPARTMENT OF DEVELOPMENT SERVICES AD METER BOX BY 01)iERS I III i -i/2; WATER METER BY LI.C. 6S'� -1/2 DOUBLE CHECK ASSEMBLY NV.C. 12H 2'� Ill' �a 2SLEEVE ) 1 2' SLEEVE 3)1 tt155FF 1/' ILII \ 9 \ y I o 0000 I olio I�000l�E� 312 1/ 3 ' -• \ \\ 1 C 15C 2 L2' 2" 1-1/4" \ O -)/4 1' i' 4 a TIT a 7/2_ 1/ 1 IRSC PROPOSED LOCATION \ � �-,�-��- FOR AMERICA'S SERVICE 1 STATION SIGN. NCHMARK - ! \. Benchmark No. 1 ,a' Ramo wEra .w eox iARvor Hua �o+xEn� Lvol Mose co`a'l"_ eia Wmi • "L ." �I, 10•rRJAiO nNERIX v vN epx (PERW W �K MI9w1 aMf�` � CW�CT � ,,nNlw mAa rlxlLl MID[ ro PIS RaIKNM'I' ELL NM WwE �E� \\\ F•AiCObIW [[ rN40R3 ]/4` uxW VRTIIO o -s -o ,nxr �_` s¢n me °ww�a'"ir2F1 ry �a a.m. "e• WM - A N":xov ExfpPW: QUICK COUPLING VALVE REMOTE CONTROL VALVE IiRU ro uwiFnCnwN'f NARUM upuARG MAdtr 1 MSrwt Wnl'ixC HMR l UL EWE) IRORn JA G+0.o7uR i x1Rl N9t+Y v/ MCP j'' WRmOLLY N rrtlHpS IAD hu'MgC / y BOx R' PLC CCNOWY [a vKxf NRwO � CONVAi v/ 9UCV! vmi HIRE cowux rtA `Xio'v/ a wi xcu iaLL car _ E_ I urro"ca'"'••xaM,i WALLMOUNT CONTROLLER TEMPERATURE SENSOR vR�rc LAWN SPRAY HEAD �.-RwSn d10I ,fMa �we roR .r a"�E [arz RAR, ROTARY HEAD (`rTY!1F' (:V`4T'V17V1 I­rV`. /,'/1 I T,'+ CU00-10 AMERICA'S SERVICE STATION 2059 WEST STATE HWY 114 LOT 2R, BLOCK A, STOREGUARD NO. 1 RADIUS LEGEND F - 350 ENGINEERING SITE PLAN E - 270 Dm 2'V `{SE OF rf+ s IRRIGATION PaN C >< 225. H - 190 e . ITS C sell City Cit of GRAPEVINE, TARRANT COUNTY. TEXAS A - 120t+W,NSfD IR0.V0r ICPA CONSULTING, INC. 0 - 90 wnl-TacR. cowaoRAnoHN 14800 DMOrum DrIw r- S4RI 500 - Balm Tan 75248 R=CN MIN DlfT 8C11d NOIL4 Illi ft `..: ...-....."" G.W.F. K.C.G. 2/7/00 1'-20' K.P.A. 99110 (`rTY!1F' (:V`4T'V17V1 I­rV`. /,'/1 I T,'+ 0 PSAAv.tW 1 nhf;5 ' ND 4 woc., c6M, W. 1a' CENIFAS l4' c, rK co—c' it I. POURED "KIT iy /a' NII N 7 ANT sr. NG COMPOUND ,r st-c CYPAN4DOW--. T�a'1 j' N( NM CIEMANGE _tl -$I £E(I TO FIT �~ DOWEL A. qF SLCURID To OE 0 (17 r00f CENTER 1D CCN P PF,.. M'IYI ffvAN. N JFiNI fhI.EA DITN S."RO1 SHALL BE 0f A [MW . MAPPROVED BY EN[NLER EXPANSION JOINT NOT TO Sf ALE SAWCUT FULLDEPTH & CURB 6 GUTTER 18" u24- 24• SMOOTH NO 4 (//2") DOWEL. BAR VERTICAL SA HUT POURED RUBBE CUT 3/8` (M N. JOINT SEALING CotPOU IOP J4` NO SEALING COMPO --T 1/4 T PROPOSED _ - EXISTING ' PAVEMENT PAVEMENT 1' - 3' MINIMUM----�-�- S LINE LTABY17ED suecAADE DOYrE'l SPACED ON TWO 2' FOOT CENTER TO CENTER. NOTES I. DOWEL BARS SHALL BE URILLEO INTO PAVEMENT HORIZONYALL.Y BY USE OF A MECHANICAL RIG. OR ILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEt. BARS INTO GREEN CONCRETE NOT ACCEPTABLE, 2. COMPACTED SELECT -MATERIAL MAY BE USED IN PLACE OF "B" STABILIZED SUBGRADE, IT MAY BE I.OW P.I. MATERIAL < 12. 3, 5/8" DIA. HOLE INSIDE, BLOWN CLEAN AND COATED WITH EPDXY RESIN BEFORE INSERTING DOWEL. LONGITUDINAL BUTT JOINT NOT TO SCALE 5/e• VIA. MOLE INSIDE. BLOWN CLEAN AND COATED WITH EPDXY T " PAVEMENT THICKNESS _ HOT POURED RUBBER LETTERING TO BE JOINT SEALING COMPOUND VERTICAL SAW CUF PARKING 3/8" WIDE (LAIN) — — -- -- — — --- -- COLORS 2" BLACK LETTERSO VAN SP A CEPµTMENT RECLR.AIKN 1/4 D ' ®D N0, 3 BARS ON 24 a SAWED DUMMY JOINTS SHALL BE PLACED CTRS, BOTH WAYS `" ON 18" MAXIMUM SPACED JOINTS. JOINTS SHALL BE CONTINUOUS. SAWED DUMMY JOINT NOT TO SCALE NOT TO SCALE T s PAVEMENT THICKNESS (_ MIN WIDTH 22.0' 0 ~ J. �— —!. _w_ F• �2' RADIUS 3800 PSI CONCRETE AT 28 DAYS WITH ^2` 4%-6X ENTRAINED MI ,T RAaUs e / .REINF-3 BARS 24" O.C. BOTH WAYS 1. DOWELS & REBARS SHALL. BE SUPPORTED BY AN APPROVED DEVICE. 2, EXPANSION JOINTS TO BE THE SAME AS USED FOR CONCRETE STREET PAVING. FIRELANE PAVING & JOINT DETAIL NOT TO SCALE Opf a.oT wa.0 coulx _ Au canwac0 rn•E%PJwruATTA1N a,.nxc" ,�-—ai+—+L" RESIN BEFORE INSERTING DOWEL FULL DEPTH R ilpf = ZZ SAWCVT UNE wHrzxT L%ST CONC. P4M� —NEW PWT. Y Ma%. 1/2'2' OOWELS 40 24' O.C. EPDXY IN PLACE. DOWELS TO BE DRILLED INTO EXISTING PAVEMENT HORIZONTALLY. ANCHOR JOINT DOWEL -ON DETAIL NOT TO SCALE HOT POURED RUBBER JOINT SEALING COMPOUND VERTICAL SAW •CUT TOP //4" NO 3/8" (MIN) SEALING COMPOUND (FIRST POUR) /fi--(SECOND POUR) N T/a LAP BARS 30 DIA. & TIE NO 3 BARS ON 24 1-1/2' DEEP KEYWAY CENTERS BOTH WAYS CONSTRUCTION JOINT DETAIL FOR PAVEMENTS NOT TO SCALE SEPARATE CURB AND ASPHALT PAVING NOT TO SCALE A /v PAINT TRAFFIC YELLOW. 6" DIA. STEEL PIPE BOLLARD FILLED W/ GONG. PAINT TRAFFIC YELLOW. PROP. PAVEMENT W/ SUBGRADE. #6- 14" LONG BARS EACH WAY THRU PIPE. i I �L r /3 ON 24' O.C.E.K 1'-6" DIA. CONC. BASE BOTH WAYS T.7` DUMPSTER PAD T�6" FIRE LANES T-5" ALL OTHER PAVING �- LACE STABILIZED SUBGRADE COMPACTED TO BS% STO. PROCTOR DENSITY CURB & PAVING DETAIL NOT TO SCALE i A.0' 4.0' 4.0' rvV. vAm <a RESERVED LETTERING TO BE BOLT SIGN TO POST (TYP,) LlIM-A01, SHALL cpiOFtN CSALLBRITYSIGN AS TMENTOf a PARKING 3' MN. HEIGHT — — -- -- — — --- -- COLORS 2" BLACK LETTERSO VAN SP A CEPµTMENT RECLR.AIKN LTO WHITE BACKGROUND ..... . SIGN DELETE VAN VAN SIGN AT STD. ACCESSIBLE�� ''HANDICAP "c¢As"saE STALLS)m _p• ADDITIONAL VAR ACCEESSMBQfW''AED 2"x2"x .188" STEEL TUBE EXTENDED LOCATION DEE SITE PLAN FOR aunW (REF BHT C-3, 1) INTO CONC. FILLED PIPE 2'-0", - PROVIDE WELDED WATERTIGHT CAP PAINT P&L #6188 BLACK COFFEE DISABLED SIGN DETAIL TROWELED CONC. CROWN NOT TO SCALE T s PAVEMENT THICKNESS (_ MIN WIDTH 22.0' 0 ~ J. �— —!. _w_ F• �2' RADIUS 3800 PSI CONCRETE AT 28 DAYS WITH ^2` 4%-6X ENTRAINED MI ,T RAaUs e / .REINF-3 BARS 24" O.C. BOTH WAYS 1. DOWELS & REBARS SHALL. BE SUPPORTED BY AN APPROVED DEVICE. 2, EXPANSION JOINTS TO BE THE SAME AS USED FOR CONCRETE STREET PAVING. FIRELANE PAVING & JOINT DETAIL NOT TO SCALE Opf a.oT wa.0 coulx _ Au canwac0 rn•E%PJwruATTA1N a,.nxc" ,�-—ai+—+L" RESIN BEFORE INSERTING DOWEL FULL DEPTH R ilpf = ZZ SAWCVT UNE wHrzxT L%ST CONC. P4M� —NEW PWT. Y Ma%. 1/2'2' OOWELS 40 24' O.C. EPDXY IN PLACE. DOWELS TO BE DRILLED INTO EXISTING PAVEMENT HORIZONTALLY. ANCHOR JOINT DOWEL -ON DETAIL NOT TO SCALE HOT POURED RUBBER JOINT SEALING COMPOUND VERTICAL SAW •CUT TOP //4" NO 3/8" (MIN) SEALING COMPOUND (FIRST POUR) /fi--(SECOND POUR) N T/a LAP BARS 30 DIA. & TIE NO 3 BARS ON 24 1-1/2' DEEP KEYWAY CENTERS BOTH WAYS CONSTRUCTION JOINT DETAIL FOR PAVEMENTS NOT TO SCALE SEPARATE CURB AND ASPHALT PAVING NOT TO SCALE A /v PAINT TRAFFIC YELLOW. 6" DIA. STEEL PIPE BOLLARD FILLED W/ GONG. PAINT TRAFFIC YELLOW. PROP. PAVEMENT W/ SUBGRADE. #6- 14" LONG BARS EACH WAY THRU PIPE. i I �L r /3 ON 24' O.C.E.K 1'-6" DIA. CONC. BASE BOTH WAYS T.7` DUMPSTER PAD T�6" FIRE LANES T-5" ALL OTHER PAVING �- LACE STABILIZED SUBGRADE COMPACTED TO BS% STO. PROCTOR DENSITY CURB & PAVING DETAIL NOT TO SCALE i A.0' 4.0' 4.0' rvV. vAm <a SIE ELEVATION IDEWALK CONTROL JOINTS SHAD. BE 91001H DOWELS ROD" 3/6' DEEP W 4' CENTER GNC, LUBRICATED j IY O.0 a, rSP'AONG LTO BE MIN, D. PSL ..... . 1- -11 WAY INTERVALS OR AS OINERWSE SPECIFIED AND JOINTS SHALL BE FILLED MM PREMDLDED BIIUMINWS, EXPANSION JOINT FILLER OR REDWOOD. PLAN SHALL BE FILLED WITH PRELIDLDED 811UMINWs CONCRETE SIDEWALK NOT TO SCALE SIGN COLORS BACKGROUND -WHITE SYMBOL BLUE NOTE. PROVIDE SIGNAGE AT END OF STALL AT LOCATIONS W/ ACCESSIBLE DESIGNATION TO ACT AS BUMPER STOP 1' -0"x1' -6"x .080" ALUM. HANDICAPPED PARKING SIGN. SIGN TO READ "RESERVED PARKING" W/ IDENTIFICATION SYMBOL, BOLT TO STEEL TUBE W/ 3/8" CADMIUM PLATED BOLTS, NUTS Sc WASHERS. NOTE: HANDICAPPED PARKING SIGN SHALL CONFORM WITH ALL CURRENT AND LOCAL CODES AND REGULATIONS. 1,-6" 2" DIA. 'HANDICAPPED PARKING' SIGN ND7 TO SCALE SAWCUT AND REMOVE 1'-6' CURB AND GUTTER -EXPOSE REINF.. UNLESS ALLEY OR DRIVE IS BUILT WITH STREET. 6 — 6' CURB ` FUTURE CONCRETE WALK �••' EXPANSION JOINT NO EXPANSION-/ aye MATERIAL d i WALKWAY 6'-0" 4'-0" 6'-0" Q 1' WIDTH PER PLANS _J — (3'-0" MIN.) 3: a o ~� BACK OF CURB 6" CURB 0" CURB FACE OF CURB DRIVE AREA \',,TAPER CURB FROM 6" TO 0" IN 6'-0" RAMP SHALL BE CONSTRUCTED OF 4" THICK, 3000 PSI CONCRETE WITH 6"4" W2.9xW2.9 WELDED WIRE REINF. BARRIER FREE RAMP DETAIL NOT TO SCALE TRANSITION TO 6" CURB 2'R 6" CURB / FLUSt HANDICAP RAMP WITH RETURNED CURBS NOT TO SCALE TRANSVERSE GROOVES 2' APART 1/4' WIDE BY 1/8' DEEP SHALL EXTEND 3' LIP FRUM DRIVE OR ALLEY. BARRIER FREE RAMP AT DRIVE OR ALLEY NOT TO SCALE CASE NAME: CASE NUMBER: LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: __ OF: _ APPROVAL DOES NOT AUTHORIZE AN WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES CU00--10 AMERICA'S SERVICE STATION 2059 WEST STATE HWY 114 REVISED 3-13-00 LOT 2R, BLOCK A, STOREGUARD NO. i THE SEAL APPEARING ON TNS ENGINEERING SITE PLAN DOCUMENT WAS AUTHORIZED BY °W FI Ti7//00 "°'° SITE DETAIL PLAN rFli,u;h LCN-R.X Nc*r; 6. THE SILT FENCE SHALL BE STAPLED TO ME STAKES WIN 8' (MIN.) OF FABRIC / 1 Z,� .rdry o W ♦Ni m+. ., „ .,, -.+End n o w A'.++.. •^,c +A preoral c•M M1+ �+,tv 1 MMIILNANCL - Lroelon c .,,',A, .hAll N pov.d Or rvlo-4 o inapectkn fAcepmWat•d yy r ��.M,« p,r, rmxlw� erp rrndl .psis d GFped e•rN,•d t• W o P'++^ `�•'dwnY oat N •amov. rvnadl„t.ly. MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING d•em• orY or n Cir•eted by the Orn.r' r Pr•fenlaliv. 1.3 M trW N •n,•n w+M^yy ,w,.ed Ir, + . ,ab naM p a to •n •u�re b o paM,r. .a.ry o•ffq N dantn w -A FF=657.00 Iron c davka shall r wd onto it he. a depth DI 6-. and fhoA be ditrWdihr — Ad. it O lltel 1. fiNOlionN waHvN> ,pApro✓ I 4 1— = 1f a 0 N by IN coni•Ocix B The Cont•octor f pon fb• lo, r ..intic— on� • +on conirot dMc• which rr.praaKbirvel p.-0 t Ao1nK,•ss AR. w^t•Cifd o• v Lw)a N ap•<•'ed oy p• <nnimci0• for •tar.. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE he d+.lurbA. Loch CAnt•oclor Mo. nollfoy fh• Cwn d ny dNic Na in tM .Meb1to- Koton c of m u �f +Ian mora M to afe0imentolion 1,• bc.l.un or onr w N. �M elxoge d therf.d dschorge Iain It” D011ul on the, to rtla poory feed nq o1r,K �+a `d Or Mooftoten fnoY N vntobG +dNn 14 dl..m.. Un IhoI1 A. lMw In I w Erol Nmdcd D i d 11, i coda, e cOn rel duly n' .Moet• r.sidw, fixl s0�da lube a n. Toa s.-h.roaw• o, a d ens .a•. ^•sf Mdnwnal eonftrocl on wylt• Orw f rp•at.d wt*M 11 rdOys or !n• aft dslurbM.ce s, oil painb, aoivenla. gr.Ofn, Dpt cld-f, ony oMOE .osU nwtarols. a M Hegrq •w flxlyA... .p.•i.. Nc:+ N IueMW a h InVI they ..I r,d • B. Igen ndf I storm •e+er pion. atoll N ndequGlelY pro —d At Ihe end of et day by IM enntroelo•. WI•cl a e I•• puOltr Inlen4•, covv:rp Or enc�rcerp .Ill . 'roto �� i m .x Tot n.c..ey a 10 My pipe atd,bW out Irnm omtam drum anon be Plu99ed -01 tthe,i--mq S %."" er.tMh<r+ of ir♦ q•MN.q o. •�,•iGre whet det+ir PeA ."K, a aloe l' to Dip. conn.0iol K.. Nen c plet.d rusboE. v� la loop N p••mvnmY` fiobl�,•d 54ob::. [otrM f o0tm+•d 11 Stobi4ae N nr • d,allMxAo 1 pmpoaad tam few r outfall ditch-. ilh o8lonl..t into IM ole -, fo ••d ♦dn mperv.ou• actor.. pod po.�nq oto%O• an40rm int 9. "Bo T•rro C2 E fon Control by $oulh•rn EEOa,On Control T.cAnoiogy, Mc. c q•lot.f ca • wnnn,oa voq.tat+e <or« my t have o C—Ig. .1 of N+•t >Q perc ell. or de+.•rr,r-d oY tAe .her •epmenlot- SYNTHETIC ALTER FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS ANO R.0 Bo. 80229, Au.nn. I.... 78721-0229. Phone 512-385-6000. 6 F •eu•I • a neva e. may W Meed ,r •,d,uedfr� lege f.yA na dvo-:ted tH +N �ew.ea.tnN+• 12 E.Niun <onUa devkee I. ho»n on the ero n <onlroi plan ler Ili. Project —H (),rK • i-lollM All, to the .tori d Told tlifiurbings GO,, '.I- on the project 13. Al arofion control davkes on to N ilstoAld in occordol-'ththe apprevAd plana « I'd l"OR-011, fw the Kol•cl. Chq ere to be eppro:z IorcMatrucli- by the design engineer Md the City of GrapMne ENLmrinq DW,s 14It the anti n VIA pill opproved c nn f control a nand f -Ade f4dimontollon Irnm th Cp,o'ecl the cr along ntrol PMn +N be mquir.d rte be rev+ old/w additional KOIi.l lid d.vicea viii N NAG.;l d On eit. 15. If M ii I xo1 hwrow w . vR .Iter o u.Ad th o n n witA 'd hi P ct0 I f CE t o )u p InfortA 1M Loan b. a»alasM Ma .lo.n on lh. ` ontroi po n. tX k` bopDrryyow old theil coy o f pGrap.`vine Ked o 'port'^troll t emente ilTlone th.rfor ,,h :.d •lob1'P:.d w perms^.net pound er p6a+to fine. opp'RY.1 Of the —1.0.yreoe 1/2 I BEGIN SIFT FENCE N 89'35'55" 379.29' S ssss`sssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss`s\ �faIRF s?s --- L In EXISTING 10' UTiL17Y EASEMENT CAB. A, SLIDE 2339 100 (I ( (= t I ! la IH .4 c} 01 f r I KE PROPOSED BLDG 6. THE SILT FENCE SHALL BE STAPLED TO ME STAKES WIN 8' (MIN.) OF FABRIC / Q� 3920 SF, MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING MIN.) SHALL BE USED. THE FENCE SHALL NOT BE STAPLED TO EXISTING TREES FF=657.00 REOUIREMENTS (PER ASTM METHODS): ]- LOCATION OF GARAGE DOORS PHYSICAL PROPERTY REQUIREMENTS THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE -- ' s` --^► ---► r—► ---� I F I 1 -1- 1--C- T TI _I r T=T7--i-FT-T-1-i-rte -99M" PROPOSED CONTOURS grin PROPOSED ELEVATIONS -- FLOW ARROW \ SSS SSS SILT FENCE END SILT FENCE `9� E� � � BEGIN SILT FE O OCVIIV JILT fCIVI.CI �O (OIf��0Id10 O O OI OIO D OOIjI CT O G'7 O 15' SID7SETBACK S S S S S S S S s S s S S S S S S S s S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S s S S S s S S S s S S S S S S S S s S Sys IRSF - _ - - - N 89°35'55" E 473.06' I PROPOSED LOCATION sill FENCE FOR AMERICA'S SERVICE I' I STATION SIGN. 1 SCT THE STAKES. 2, EXCAVATE A 4" X 4" TRENCH UPSLOPE ALONG THE LME OF STAKES. CONSTRUC 0) _ MATERIALS 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 20 10 0 20 40 SCALE: 1e -20' CASE NAME: CASE NUMBER: LOCATION: MAYOR SECRETARY', I PLANNING AND ZONING COMMISSION '. 'EET: _ OF: _ PROVAL DOES NOT AUTHORIZE AN DRK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES 1. SYNTHETIC FILTER FABRIC SHALL BE A PERVIOUS SHEET OF PROPYLENE, 6. THE SILT FENCE SHALL BE STAPLED TO ME STAKES WIN 8' (MIN.) OF FABRIC / NYLON, POLYESTER OR ETHYLENE YARN AND SHALL BE CERTIFIED BY THE EXTENDED INTO THE TRENCH. HEAVY DUTY WIRE STAPLES (112 INCH LONG MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING MIN.) SHALL BE USED. THE FENCE SHALL NOT BE STAPLED TO EXISTING TREES REOUIREMENTS (PER ASTM METHODS): ]- PHYSICAL PROPERTY REQUIREMENTS THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FENCE MATERIAL FILTERING EFFICIENCY 759. (MIN.) TENSILE STRENGTH AT 20% EXT. STRENGTH 50 LBS./UN. IN. (MIN) IF A SILT FENCE IS TO BE CONSTRUCTED ACROSS A DITCH UNE OR SWALE. THE MAXIMUM ELONGATION STD. STRENGTH 30 LBS./LIN. IN. (MIN,) BARRIER SHALL BE OF SUFFICIENT LENGTH TO ELIMINATE END FLOW THE FLOW RATE 30 CAL /SO. FT./MINUTE (MIN.) PUN CONFILlIRARON SHALL RESEMBLE AN ARC OR HORSESHOE WITH THE ENDS ORIENTED UPSLOPE I 2 9. Y -Y COM9E SYNTHETIC ALTER FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS ANO SALT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL AIXriEGATE .� STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0' TO 120'. STABILIZED. COETOfTE£ FANRIC 70 STAWM2L fOJNPAMN 1• INSTALLATION MAIN_TLNANCE (ESPECIALLY NPONTANT YAIFRE WETAFss Is ART AM) ) T' RE HEIGHT OF THE SAL FENCE SHALL BE A MINPAUM a 15" AND A MAXIMUM 1' SN.T FENCES SHALL BE AFTER RAINFALL AND INFALL CONSTRUCTION ENTRANCE SLS OF 18" ABOVE FINAL GRADE. LEAST DAILY MIRING PROLONGED LONGED R AM' RAINFALL ANY REQUIRED REPAIRS SHALL LL BE MADE IMMEDIATELY. ID CID00— - � 0 STANDARD STANDARD STRENGTH A SYNTHETIC FILTER FABRIC SHALL BE RIINA RAND CUT TO THE LENGTH OF ALL BARRIER PURCHASED 2. SHOULD [HE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME HEFTECi14E AMERICA'S SERVICE STATION AVOIIN THE USE OF MNTS (AND THUS IMPROVE THE BARRIER'S STRENGTH PRIOR TO THE END Or THE EXPECTED USABLE LIFE AND THE SILT FENCE IS AND EFFICIENCY). STILL NECESSARY. IT SHALL BE REPLACED IMMEDIATELY, CT awl rJ ji P' j 2059 WEST STATE HWY 114 3. STAFOR KESSILL FENCE SHALL BE 2". 2" NDW MIH A MIHn.B)M LENGTH 3 THE ONCE DEPOSITS REACH LOT 2R, BLOCK A, STOREGUARD NO. 1 OF APPROXIMATELY 1/3 THELHE:IGHTT or 4 ANY M PAGE THE SMA AIAD'-NO SITE PLAN_ LO STAKES SHALL RI SPACED A MAXIMUM O S FEET OLIN AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (18' MIN.). AFTER SII i HE E S NO LREMAININGDRE ER REQ RED LONGER REWIRED SHALL RE DRESSED 10 CONFORM WITH THE EXISTING THE SEAL APPEARING ON THIS ON DOCUMENT WAS AUTHORIZED BY _ENGINEERING GRADE, PREPARED AND SEEDED 0.w, F 17 , /00 PROPOSED SED EROSION CONTROL PLAN 5. A TRENCH SHALL BE EXCAVATED A 6' HOE AND 6' DEEP ALONG RC UNE OF STAKES AND UPSLOPE FROM FROM THE BARRIER. ]HERE. SHOULD DE NO GAPS OR SAGS IN THE SILT FENCE �i aYf'�fF Ct1y of GRAPEVINE, TARRANT COUNTY, TEXAS - p1C s .FAA KPA CONSULTMG, INC. CONSTRUCTION OF A FILTER BARRIER .' ..a�KP r INxT __. .. ... , _1 11aoo aM« m o ti. - satA 500 144100 TpoA 1521! C7 m 1 1/2" N 89°35'55" 379.29' Tx- 47VA7FR i POINT OF BEGIN yy 20 10 0 20 40 SERVICESCALE: 1* -20' P y y--�, SWTHLAKE WALL STREET BLVD. ITE sr �.\. y y \ y 1po N o_ y `,��> yISUYWW Im \ 0 yyy���;y y\ �, \x, CASE NAME: CASE NUMBER: LOCATION: ---MAYOR SECRETARY DATE: .� A.—I 1— 1-1-1 1-1111111-11 � SHEET: OF: APPROVAL DOES NOT AUTHORIZE AN WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTWENT OF DEMELOPMENT SCROCES CU00-10 AMERICA'S SERVICE STATION 2059 WEST STATE HWY 114 LOT 2R, BLOCK A, STOREGUARD NO. I EVISED -00 THE RSEAL APK3-AM13G M, THII ENGINEERING SITE PLAN 0=.ENT WAS AUTHORIZED a, D.W. fvvy P.E. 2/7/00 IN PROPOSED UTILITY PLAN 01 0 7 111S'11G All HYDRANT EXISTING 20' UTILITY EASEMENT CAB, A, SLIN 2339 /21, IRF 89°3 L -9 2 9- GENERAL NOTES: 8. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 42'. OR SUFFICIENT COVER TO I ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE CITY OF GRAPEVINE CLEAR OTHER UTKJ71ES AS MEASURED FROM TOP OF PIPE To EXISTING (ROUND LEVEL OR FINISHED GRADE, VIHICHEVER IS GREATS, STANDARDS AND SPECIFICATIONS, EXCEPT AS R01ED HEREIN AND APPROVED BY THE CITY. 9. ALL GATE VALVES SHALL BE CITY APPROVED. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRENCH SAFETY 10. ALL WATER AND SANITARY MAINS AND SERVICES SHALL HAVE A 16 MIN. LATERAL REQUIREMENTS IN ACCORDANCE WTH CITY STANDARDS Tom STATE LAW, AND O.SlH,A- STANDARDS FOR ALL EXCAVABON 04 EXCESS OF FIVE FEET IN SPARAMN. 11. CONCRETE 13LONING SHALL BE PROVIDED ON WATER MAINS AT ALL TEES, FRE DEPTH. 1 THE LOCATION OF ALL UTILITIES ON TIM PLANS ARE TAKEN FROM EXISTING HYDRANTS, AND BENDS PER CITY OF GRAPEVINE STANDARDS. IZ ALL WATER METERS TO BE PLACED IN A NON -TRAFFIC AREA. • PUBLIC RECORDS, THE EXACT LOCATION AND ELEVATION OF ALL PUBLIC UTILITIES MUST BE DETERMINED By M CONTRACTOR, 17 SHALL BE THE DUTY OF THE 13, ACCESS DRIVES AND/OR FIRE LAM SHALL BE STRIPED ON A PAVED SURFACE AND CONTRACTOR TO ASCERTAIN WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. BE CLEARLY MARKED ON THE PAVEMENT WITH A "RED' LINE AT LEAST FOUR (4) INCHES WlDE. 'NO PARKING' AND *FIRE LANE' IF NOT LESS THAN FOUR (4) " 'WHITE' 4. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL PUBLIC UTTERS IN SHALL BE PLACED EVERY OTHER WIEEN (15) FEET ON THE STRIFE UTILITIES IN THE CONSTRUCTION Of THIS PROJECT. WHERE THE FIRE LANE IS ADJACENT TO CURS, THE ENTIRE CURB SHALL BE PAINTED. A LEGEND STATING 'NO PARKING FIRE LANE' OF A MINIMUM EIGHTEEN (18) INCHES PANTED 5. ANY UTILITY INSTALLED OUTSIDE OF AN EASEMENT SHALL BE INSTALLED BY A IN *YELLOW' SHALL BE PLACED AT ALL ENTRANCES TO THE FIRE LANE UTTERING WAY BE PLUMBER AND INSPECTED BY CM ENFORCEMENT 6. BACKFILL FOR UTILITY LINES SHOULD BE CAREFULLY PLACED SO THAT THE UTIUTY LARGER, 18 INCH IS MINIMUM). ALL FIR LANES SHALL CONNECT AT BOTH ENDS TO A DEDICATED STREET OR BE CONSTRUCTED WITH BURN -AROUND AREAS AT THE DEAD-END WILL BE STABLE. WHERE UTILITY ONES CROSS THE PARKING LOT, THE TOP 6- SHOULD BE COMPACTED SIMILARITY TO THE REMAINDER or THE LOT. UTILITY DITCHES SHOULD WITH A MINIMUM RADIUS OF FIFTY (50) FEET. ALL PAINT REFERRED TO SHALL BE A TRAFFIC MARKING PAINT. BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT THE UNDESIRABLE FELL IS NOT USED. WHEN REQUIRED DURING CONSTRUCTION OR OTHER TEMPORARY USE. APPROVED SIGNS SHALL BE PROVIDED AND MAINTAINED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUC4 ROADS 7. IF ROCK IS ENCOUNTERED IN THE TRENCH, ROCK SPOIL SHALL NOT BE USED IN THE AND PROHIBIT THE OBSTRUCTION THEREOF OR BOTH. SIGNS MUST BE SECURED SO T&T THEY CANNOT BE MOVED UNTIL PERMANENT FIRE LANE IS PAINTED. UPPER 1.5 FEET OF THE TRENCH. THE UPPER 1.5 FEET OF THE TRENCH IS TO BE 14. ALL UNDERGROUND FIRE SPRINKLER LINES SHALL BE CLASS 200, DR -14 PIPE AND BE BACKFILUED ONLY WIN TOP QUALITY TOPSOIL INSTALLED BY A STATE LICENSED CONTRACTOR. yy 20 10 0 20 40 SERVICESCALE: 1* -20' P y y--�, SWTHLAKE WALL STREET BLVD. ITE sr �.\. y y \ y 1po N o_ y `,��> yISUYWW Im \ 0 yyy���;y y\ �, \x, CASE NAME: CASE NUMBER: LOCATION: ---MAYOR SECRETARY DATE: .� A.—I 1— 1-1-1 1-1111111-11 � SHEET: OF: APPROVAL DOES NOT AUTHORIZE AN WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTWENT OF DEMELOPMENT SCROCES CU00-10 AMERICA'S SERVICE STATION 2059 WEST STATE HWY 114 LOT 2R, BLOCK A, STOREGUARD NO. I EVISED -00 THE RSEAL APK3-AM13G M, THII ENGINEERING SITE PLAN 0=.ENT WAS AUTHORIZED a, D.W. fvvy P.E. 2/7/00 IN PROPOSED UTILITY PLAN t I'm