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HomeMy WebLinkAboutSP2005-09Jul 12 05'12:02p DEVELOPMENT SERVICES 8174103018 1. APPLICANT/AGENT NAME role] T15 T P. JUL1405 CITY STATE ZIP PHONE# A' FAX# 2. APPLICANT'S INTEREST IN SUBJECT PROPERTY T 3. PROPERTY OWNERS) NAME "TW AD] CITY STATE ZIP '� S: PHONE# Zc%-!qb1 FAX 2D-- - *377'2. 4. ADDRESS OF SUBJECT PROPERTYF` r LEGAL DESCRIPTION: LOT - BLOCK ADDITION; = (( SIZE OF SUBJECT PROPERTY ACRES SQUARE FOOTAGE METES & BOUNDS MUST BE DESCRIBED ON 8 1/2" X 11" SHEET 5. PRESENT ZONING CLASSIFICATION' 6. PRESENT USE OF PROPERTY_(,( 7. GIVE A GENERAL DESCRIPTION OF THE PROPOSED USE OR USES FOR THE PROPOSED DEVELOPMENT �-'` ( ' L 8. ATTACH A FINAL PLAT, OR REPLAT, OF THE APPROVED SUBDIVISION BY CITY COUNCIL SHOWING PROPERTY BOUNDARY LINES, DIMENSIONS, EASEMENTS, ROADWAYS, RAIL LINES, AND PUBLIC RIGHTS-OF-WAY CROSSING AND ADJACENT TO THE TRACT (1 BLUELINE COPY ONLY). o:zcuiformslapp-sp 2 g/gg www.ci.grapevine.tx.us Jul 12 05 12:02p DEVELOPMENT SERVICES 8174103018 m JUL 1 4 2005 9. IF A MASTER DEVELOPMENT PLAN IS REQUIRED, ATTACH A STATEMENT SHOWING THE PROPOSED USE SUBSTANTIALLY CONFORMS TO THE MASTER DEVELOPMENT PLAN. 10. SUBMIT A SITE PLAN SHOWING ALL INFORMATION REQUIRED BY SECTION 47.E., SITE PLAN REVIEW REQUIREMENTS (SEE ATTACHED REQUIREMENTS). 11. PROVIDE ALL REQUIRED INFORMATION DEMONSTRATING COMPLIANCE WITH ALL CONDITIONS IMPOSED ON ANY CONDITIONAL USE, SITE PLAN ZONING, OR SPECIFIC USE ZONING. EFFECT OF SITE PLAN ALL SITE PLANS MUST CONFORM TO THE APPROVED CONCEPT PLAN. ANY CHANGES TO A SITE PLAN, APPROVED WITH A CONDITIONAL USE OR A SPECIFIC USE, CAN ONLY BE APPROVED BY CITY COUNCIL THROUGH THE PUBLIC HEARING PROCESS, 12. SIGNATURE TO AUTHORIZE THE FILING OF A FINAL SITE PLAN. I N'Tojam-R roT.'", I M m OWNER (PRINT) OWNER SIGNAT 3 Jul 12 05 12:02p The State of "PX 1--T— % County of I AXAAA--If- DEVELOPMENT SERVICES 8174103018 P.3 JUL 14 2005 Per .... — Before me i on this day personally appeared known to me (or proved to me on the oath of or through (description of identity 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. Given under my hand and seal of office this day of A. D. SEAL gers Debbie Ro 'a Pu li State xa Notary Public, State of Te S Sion Expires- mis Com My June 30 . 2008 My Commission Expires: June 3 0,2008 The State of County of NA "2'TULL Notary ! ary Signature Before me ZN1 IL—�4 on this day personally appeared known to me (or proved to me on the oath of or through (description of identity 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. Given under my hand and seal of office this day of i L)UM A. D. 2.Q i2S - SEAL M 07,13/05 14.42 °$972 252 8958 JDJR ENGINEERS Metes and. Bounds Description _..._.....----................._._...._. J ot.5R-1-A, BIock 1, Southwest Grapevine Commercial Park Z 0002/0003 Being a 1.099 acre tract or parcel of land situated in the A. Thompson Survey, Abstract No_ 1532 in the City of Grapevine, Tarrant County, Texas, and being all of Lot 5R -1-A, Block 1, Southwest Grapevine Commercial Park, an Addition to the City of Grapevine, Tarrant County, Texas, according; to the plat recorded in Cabinet A, Slide 9554, Plat Records, Tarrant County, Texas, and being more particularly described by metes and bounds as follows. COMMENCING at a 5/8 -inch steel rod found in the northeast right-of-way line of Southwest Grapevine Parkway (a 68 -foot right-of-way), same point being the northwesterly corner of Lot 5R-2, Block 1, Southwest Grapevine Commercial Park, an Addition to the City of Grapevine, Tarrant County, Texas, according to the plat recorded in Cabinet A, Slide 8192, Plat Records, Tarrant County, Texas, same point also being the southwesterly corner of Lot 5R -1-B, Block I of the aforementioned Southwest Grapevine Commercial Park recorded in Cabinet A, Slide 9554, plat Records, Tarrant County, Texas; THENCE, North 26 degrees 32 minutes 37 seconds Nest, along the northeast right-of- way line of said Southwest Grapevine Parkway, a distance of 161.45 feet to a 5/8 -inch steel rod with yellow cap stamped " J'DJR" set forthe northwesterly corner of said Lot 5R -1-B and also being the southwesterly corner of the aforementioned Lot 5R -1-A and the PLACE OP BEGINNING; THENCE, North 26 degrees 32 minutes 37 seconds West, continuing along, the northeast riot -of -way line of said Southwest Grapevine Parkway, a distance of 197.55 feet to a 1/2 -inch steel rod found for corner at the southwest end of a corner clip located at the southeast intersection of the northeast right-of-way line of said Southwest Grapevine Parkway, and the southeast right-of-way line of Mustang Drive (a 90 -foot right-of-way)? THENCE, North 18 degrees 27 minutes 23 seconds East with said corner clip, a distance of 28.28 feet to a 5/8 -inch steel rod found for corner in the southeast right-of-way line of said Mustang Drive; THENCE, North 63 degrees 27 minutes 23 seconds East, along the southeast right-of- way line of said Mustang Drive, a distance of 186.39 feet to a 5/8-1-nch steel rod found for corner at the northwest corner of D.F.W. Airport, same point being the northeasterly corner of said Lot 5R -1-A; THENCE, South 41 degrees 10 minutes 39 seconds East, along the southwest line of said D.F.W. Airport Tract and the northeast line of said Lot 5R -1-A, a distance of 185.13 feet to a 5/8 -inch steel rod with yellow cap stamped "IDYR" set for corner, same point being the southeasterly corner of said Lot SRA -A and also being the northeasterly corner of said Lot 5R. -1-B; L 1 ti 2005 °,bn.........d 07,'13/ 05 10:42 X972 252 8958 JDJR ENGINEERS �jUUQ3%0003 ~' JUL 1 4 2005 Per—,...,.__._y �__._..,. Ti EN ' .Y long.the_cox Qzx��t.lfAo.of said Lots 5R -1-A and 5R-1-$, the following two G4i2i'�05; South 48 degrees 49 minutes 21 seconds West, a distance of 152.09 feet to a 5/8 -inch steel rod with yellow cap stamped "JUJR" set for corner; South 63 degrees 27 minutes 23 seconds West, a distance of 106.01 feet to the PLACE OF BEGINNING. Containing a computed area of 47,859 square feet or 1.099 acres of land. I,0e7 ACNE -5 �. N _ n r �z"IRr R15' aVflar � � NC 1gVF y ``L iD> 55 �,fjrv_ _-` �M1anYEE-' f /// !�•/_rj/W N2fi ;32.37,. as"firs pinrrrrrNr 7-f�- �� J59.Op= tsi,as f h�APEyI�� J� \_ N71'3! sN E 8 RIGMr OF A, / 5/D"IRF � - WA Y LOT I u SOUTttY£SL.G€iphEV€NE S-S]I'1I!igctnL Ppi "> VOL, :1ne-19x, PC. 2r 25 Pn1CC N ffj ZONED c -c ! 2 AVIGATION RELEASE THE STATE OF TEXAS COUNTY OF TARRANT l9hERAS, GRAPEVINE PARKWAY REALTY, L.P., herein after called "Owners is the 00iner of that certain parcel or land sltualed in the Ci ty of Grapevine, TormnL County. Texas, being are ficolkuiarfy, described as shown on Gtls plot, NOW THEREFORE, in coneidemtlon of in. sum of ONE. AND 00/100 (#1.00) DOLLAR and other good qndvaluable co.ifd".ti.ru Lha receipt and sufficiency of which is hereby fully acknowledged and confessed, Owner does horehy rcrive, release, remise and quitclaim to the City of Grapevine. Tarrant County, Teras, the Dallas -Fort WoOln €nternatianai Airport Eoard, the cities of Dalioe, Texas and Fort Worth, Texas, their successors and assigns, heroinnder called "Cities', for the use and banefil of the public and its agencies, soy sad cl[ claims for damages of any kind to poreans or property that Owner may sgffer by reusan of the passage and flight of oh oircroft In the oir space above Owner's property above 01 height reslric6o,1 as presont€y estobllehad by Ord! ­No. 73-5n far the City of Grapevine known os the A;rport Zoning Ordinance of the ilal€as-Fart Worth €nternalianol Airport, to an infinite height above some, whether such domuge shall oHgir,ace from raise, vibration, €umes, dust, fuel and €uhriwnt particles, and all other effects that may be doused by the apeiratlan of aircmll Eondiag at, or taking off from, or operuling of or on the Dot!ns--Fort Worth InUlnetionoi Alrport. This 'nstrumanl door not r'eteaae the owners or the operators of ah'crofi from liability for arr-ge or injury to persons or property caused by falling arcrafl er falling physical objects from aircraft, except as stated herein filth respect to Hors , fames. dust, fuel and lubricant particles. It Is agreed tltut life release shall be bind€ng upon sold owner rad He heirs and a signs, and suFoessore In interest to acid property; and it Is further agreed that this instrument shall be a covenant running with the land, and shell be recorded in the Deed Records of the county or cauntles in which the properly is,Vit-ked. EXECUTED at __,',-3a 1-• 7exae, this..11= .i' date of fs> <'7 ZODA. I AP�Fj,RN Pf�iKWAYREALTY, L.P. T44' !l11� JJ f 11 \\\\ PHILIP P. SALVER. PRESIDENT NOTARY PUBLIC )( STATE OF TEXAS )( 117ORE NE, the undersigned, o Nalary Public in and for said County and State, or. thio day persona€ly appeared PHILIP P, SALYER. PRESIDENT OF GPiAPEYINE PARKWAY REALTY, L.P., known to ma. to be the person and officer v:hose the is ^uhscribsd to the foregoing instrument and acknow€edged to me Hurl the same wos We act of the sold GRAPEVINE PARKWAY REALTY, L.P., inj he wos duly outhorlze6 to perform the some by uppropriato resolution a the hoard of direatars of coal+ a-Iii—tion for the purposes and cansidsrelion III asprassed, and �n �he c Fac%1 therelp stated. GIVEN UNDLR MV HAND AND SEAL OF OFFICE thla L -'f day of LI-_r:'c,;,,{- 200A t/ oY Notary Iris Ac lin and for ttjis State of Texas-� y i �tiw r t"xit MAD SC8'J2' 73 E I:Ai f .i-�L .11 F11 I t C i I I � r3u1DNG 1,N.1 - P VI ! I I j accurate survey on the ground and that the corner monuments shown II 1 LOT 5R 2, BLOCK 1 ' SOOT°'.54n5T GRAPE,LiI� I fQjAb4EEC PORK 4f.'.? 33 cCCIRUUNIC.S N REGISTERELT PROFESSIONAL LAND SURVEYOR N0. 4630 -- l 7_ON£O C -O N I I tl E' d U wet F, 2,397701.9 NOTARY PUPLIC )( - STATE OF TEXAS )( 1 BEFORE M=, the i derslgned, a HoLury Public in and said State an ,his date personally appoored HEATHER LYNN LEMONS, known to ma personally to be the parson s/>YIFr foregoing instrument and acknowledged to me that she executed cansideratlon therein expressed. /,vi. Cil Uf DER MY HAND AND SEAL OF OFFICE this _ _�, day 143.51' of , -,.S d , 20C4 9 fl, ICf vtr 1 J t 0 �y`f NO'iAR p;tiRL€C IN AN FOR THE STATE OF TEAS 2!5' OJ LAIN milt �c M t �l o LOT 5R -1-A s r.r 4r I N3 1 0 47,fl5n So.rT' l.o9s ACRLS N - h T^ ZONED C -C u II , '- I �LQT SR -1 -IT - 41,300 IR FT tOI 0 04 ACRES h N18'27'23" E,... 28.28` BLOCK1 s/s"IRF es Ise sari zGN:D c -c I,0e7 ACNE -5 �. N _ n r �z"IRr R15' aVflar � � NC 1gVF y ``L iD> 55 �,fjrv_ _-` �M1anYEE-' f /// !�•/_rj/W N2fi ;32.37,. as"firs pinrrrrrNr 7-f�- �� J59.Op= tsi,as f h�APEyI�� J� \_ N71'3! sN E 8 RIGMr OF A, / 5/D"IRF � - WA Y LOT I u SOUTttY£SL.G€iphEV€NE S-S]I'1I!igctnL Ppi "> VOL, :1ne-19x, PC. 2r 25 Pn1CC N ffj ZONED c -c ! 2 AVIGATION RELEASE THE STATE OF TEXAS COUNTY OF TARRANT l9hERAS, GRAPEVINE PARKWAY REALTY, L.P., herein after called "Owners is the 00iner of that certain parcel or land sltualed in the Ci ty of Grapevine, TormnL County. Texas, being are ficolkuiarfy, described as shown on Gtls plot, NOW THEREFORE, in coneidemtlon of in. sum of ONE. AND 00/100 (#1.00) DOLLAR and other good qndvaluable co.ifd".ti.ru Lha receipt and sufficiency of which is hereby fully acknowledged and confessed, Owner does horehy rcrive, release, remise and quitclaim to the City of Grapevine. Tarrant County, Teras, the Dallas -Fort WoOln €nternatianai Airport Eoard, the cities of Dalioe, Texas and Fort Worth, Texas, their successors and assigns, heroinnder called "Cities', for the use and banefil of the public and its agencies, soy sad cl[ claims for damages of any kind to poreans or property that Owner may sgffer by reusan of the passage and flight of oh oircroft In the oir space above Owner's property above 01 height reslric6o,1 as presont€y estobllehad by Ord! ­No. 73-5n far the City of Grapevine known os the A;rport Zoning Ordinance of the ilal€as-Fart Worth €nternalianol Airport, to an infinite height above some, whether such domuge shall oHgir,ace from raise, vibration, €umes, dust, fuel and €uhriwnt particles, and all other effects that may be doused by the apeiratlan of aircmll Eondiag at, or taking off from, or operuling of or on the Dot!ns--Fort Worth InUlnetionoi Alrport. This 'nstrumanl door not r'eteaae the owners or the operators of ah'crofi from liability for arr-ge or injury to persons or property caused by falling arcrafl er falling physical objects from aircraft, except as stated herein filth respect to Hors , fames. dust, fuel and lubricant particles. It Is agreed tltut life release shall be bind€ng upon sold owner rad He heirs and a signs, and suFoessore In interest to acid property; and it Is further agreed that this instrument shall be a covenant running with the land, and shell be recorded in the Deed Records of the county or cauntles in which the properly is,Vit-ked. EXECUTED at __,',-3a 1-• 7exae, this..11= .i' date of fs> <'7 ZODA. I AP�Fj,RN Pf�iKWAYREALTY, L.P. T44' !l11� JJ f 11 \\\\ PHILIP P. SALVER. PRESIDENT NOTARY PUBLIC )( STATE OF TEXAS )( 117ORE NE, the undersigned, o Nalary Public in and for said County and State, or. thio day persona€ly appeared PHILIP P, SALYER. PRESIDENT OF GPiAPEYINE PARKWAY REALTY, L.P., known to ma. to be the person and officer v:hose the is ^uhscribsd to the foregoing instrument and acknow€edged to me Hurl the same wos We act of the sold GRAPEVINE PARKWAY REALTY, L.P., inj he wos duly outhorlze6 to perform the some by uppropriato resolution a the hoard of direatars of coal+ a-Iii—tion for the purposes and cansidsrelion III asprassed, and �n �he c Fac%1 therelp stated. GIVEN UNDLR MV HAND AND SEAL OF OFFICE thla L -'f day of LI-_r:'c,;,,{- 200A t/ oY Notary Iris Ac lin and for ttjis State of Texas-� y i �tiw r t"xit MAD SC8'J2' 73 E I:Ai f .i-�L .11 F11 I t C i I I � r3u1DNG 1,N.1 - P VI ! I I j accurate survey on the ground and that the corner monuments shown II 1 LOT 5R 2, BLOCK 1 ' SOOT°'.54n5T GRAPE,LiI� I fQjAb4EEC PORK i CAD, A. SLIDE 8192 P91'CI N REGISTERELT PROFESSIONAL LAND SURVEYOR N0. 4630 -- TAnita LmR-lLdalfS 7_ON£O C -O N I I tl E' d U wet NOTARY PUPLIC )( V1 i V1 STATE OF TEXAS )( {3 I BEFORE M=, the i derslgned, a HoLury Public in and said State �1 3a'c ! T_ _. � Ga hnn�ac g tin Rrcr '"Carr 1 _� _ ung sls2n�tAsc o -place of 1( �'2a.4y. Ig2pIllFElrk98 NCTEST I. BASIS OF HEARINGS: TI IL BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF MUSTANG DRIVE RECORDED IN VOLUME 388-194, PACE 25, P.R.T.C,T. 2, ALL STEEL RODS SET (SRS) ARE 5/8" V47H PLASTIC CAP STAMPED "JDJR'. 3. ACCORDING TO SURVEYOR'S INI'LRPRETATTON DF INFORMATION SHOWN ON INE NATIONAL FLOOD INSURANCE PROGRAM {FFIP) "FLOOD INSURANCE RAVE MAP" (FIRM), COMMUNITY PANEL No, 480598 45439C 0215H. DATeD AIIGUSI' 2, 1995, THE PROPERTY APPEARS '10 UIL WJI-IIN ZONE "X" AND NU PORTION OF THIS PROPERTY LIES WITHIN A "SPECIAL FLOOD (HAZARD ARTA (SFHA) INUNDATED BY 700 -YEAR FLOOD" ZONE AS DEFINE© BY THE U.S. DILPARTMEN1 OF HOUSING AND URBAN DEVELOPMENT, FEDERAL INSURANCE ADMINISTRATION, OR THE FEDERAL EMERGENCY MANAGEMENI' AGENCY. 1 HEATHER LYNN LEMONS, of JDJR ENGINEERS & CONSULTAN'ES, Inc., a Registered PrcfessianGI Land Surveyor of the Stale of Texas, do hereby declare that 3 prepared this plat from an actual and accurate survey on the ground and that the corner monuments shown thereon were praperlc= placed under my personal npervislan in accordance with the platting rules and regulations of lhu _:tate of Texas annnd� the City of G p InO P _y YNA k 5 HEATHER tl.E qs REGISTERELT PROFESSIONAL LAND SURVEYOR N0. 4630 -- TAnita LmR-lLdalfS 5712 NOTARY PUPLIC )( STATE OF TEXAS )( BEFORE M=, the i derslgned, a HoLury Public in and said State an ,his date personally appoored HEATHER LYNN LEMONS, known to ma personally to be the parson Aimee name is subscribed to the foregoing instrument and acknowledged to me that she executed the some for lite Purpose and cansideratlon therein expressed. /,vi. Cil Uf DER MY HAND AND SEAL OF OFFICE this _ _�, day of , -,.S d , 20C4 9 fl, ICf vtr 1 J t 0 �y`f NO'iAR p;tiRL€C IN AN FOR THE STATE OF TEAS SCALE 1`40' 0 20' AO' BUS 129' CRAPHIC SCAUF SUBJECT LOCATION MAP11 i NT= I PLAIT AND ZONING COMMISSION: I DATE APPROVED: _ j Y� DK CHAIRMAN: , 414Ms GRAPEVINE CITY COUNCIL! DAVE APPRA "V l p_l n MAYOR; ��— CITY SECRETARIf._ +ldur;Fft'S f]L0lCAflON 7HE STA'fe. OF 1UXAS X CITY CF l=RAPLVINE_ )( COUNTY OF fARRA,NT )( WHEREAS vr', GRAPEVINE PARK'1JAY REALTY, L.a, by the deed recorded 11, Volume i6T 8fr, "age 0026, Deed Records, Torrnni County, Texas, are the owners of ail of Lot SZ -1, Southwest Grapevine Comrnerclul Park, an oddition tc the City of CrapeAtio, according to the plat recorded in Cabinet A, Slide 8192, Pint Records, Toriorit County, Texae, and being more particularly described by metas and bounds as follows: Heg[rning at a 9/8-4nch Iron rod found tar cornu' at the northwest corner of LoL 5R--2, Slack 1, Southwest Grapevine Commercial Park, same point also being In the northeast €Ina of Southwest Grapovho Parkway (a lid --foot right--of-way); Thence North 26 degrees 32 minutes 37 seconds West with said noriheosl line of Seuhtwezt Grapevine Parkway, a distance of 359.00 feet to a 1/2 --Inch Iron rad faurd at the southwest end of a corner clip located ai the southeast intereaction of the northeast €€ne of Southwest Grapevine Parkway, and the southeast iihd Mustang Drive (a 90 -foot right--of-way); Thence North 18 degrees 27 minutes 23 seconds East with sold corner clip, a distonco of 28.28 feet to a 5/8 -Inch irdn rod found in the sold southeast line of Mustang Drive; Thence North 63 degrees 27 minutes 23 seconds East with sold southeast the of Mustang Drive, u distance of t86.39 feet to a 5/f lash steel rod found at the northwest corner of D.F.W. Airport for corner; Thence South 41, degrees 10 minutes 39 seconds East, with the southwest line of sold D.F.W. Airport tract, a distnnc4 of 328.64 feet to a 5/8 -inch steel rod with plastic cap stamped "JDJR" set far corner; Thence South 48 degrees 49 minutes 21 seconde West with the northwest line of said Lot 5R-2, a distance of 241.52 to a 5/8 --Tach iron rod with plastic cap stamped "JDJR' set far corner; Thence South 63 degrees 27 minutes 23 seconds East with the northwest line of sold Lot 5R-2, a distance of 55.73 feet to the PLACE OF BEGINNING. Containing a coRtputod area of 89,159 square feet or 2.047 acres of land. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS WE, GRAPEVINE PARKWAY REALTY, L.P., do hereby adopt this plot as LOT 59-1-A do 5R-1-8, BLOCK t, SOUTHWEST GRAPEV€NE PARKWAY, an addit€co to the City of Grapevine, Tarrant County, Texas, and do hereby dedicate to the puthc's use forever (ta rights-of-way and easements shown HGFCon. The easements shown hereon are hereby reserved for the purposes as indicated. The utility easements shall be open for all City or franchised pu6llc utilities fur each particular use. The maintenance of paving on the easements aro the responsibility of the property owner. No buildings or auxiliary structures shad lie constructed, reconstructed, or placed upon, over, or across aasomants as shown. Said easements being hereby reserved for the mutual ues and ocoommodutlon of all public utilities using, or dea€ring to use same. Any City or franchised utility shall have the tali right to remove and keep removed all or part of any fences, trees, shrubs, or other Improvements or growths which in any way endanger ar interfere with the construction, maintenance, or efficiency of its respective system on the easements and ail City or franchised utilities shall at all Limns have the full right of fngress and ogress to and from and upon said casements for the purpose of constructing, reconstructing. Inspecting, patrols€ng, maintaining, and adding to or removing all or parts of its respective system without line necessity at any time of procuring the permission of anyone, This plat approved subject to all platting ordinances, miss, regulations, and resolutions of the Clty of Grapevine, Texaj. Witness my hand this the U//A day of m�,•.+-� 2004. RAPEY11) {NTi�WAi REALTY, L.P. PHILIP P. SALYER, PPRESIOENT. NOTARY PUBIIC X - STATE OF TEXAS )( BEFORE ME, the undersigned, a Notary Public in and for said County and State, an this day personally appeared PHILIP P. SALYER, PRESIDENT OF GRAPEVINE PARKWAY REALTY, LP., known to me to be the person and officer whose name is subscribed to the foregoing instrument and acknowledged to me that the same was the act of the said GRAPEVINE PARKWAY REALTY, L.P., that he was duty authorized to perform the same by appropriate resolution of the board of dlreclors of such corporation for the purposes and consideration thereli exprssseki,] Ord In the capacity therein stated. GIVEN UNDER MY WAND AND SEAL. OF OFFICE this !n day of +.1� S.� d.Y2D04. r /A No�aryi PJ611c la and foY he State of Texas THIS PLAT FILED IN CAB. -A—_ SIDE. t5.LL. PRTCT DATE: JUL 7 4 2OG5 eerxf cox Per ........ wwl x .I GI ASI��� Vif+l� 9,:EEr� CIN-1-ly AP"Ll cGES NOT WnHMIZE AN1'ElfiRfi IN nMt'LICT or", ANY cOOEs (,`R CfaJINAVCc"5. cEf=Mtnt-err es pevecormrelvr sERv;c�e N+PfnTrcD, 1�lCe:-�� �£R FINAL PLAT OF LOTS 5R -1—A & 5R-1-6, BLOCK 1 SOUTHWEST GRAPEVINE COMMERCIAL PARK BEING A REPLAT OF LOT 5R-1, SOUTHWEST GRAPEVINE COMMERCIAL PARK, AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS, OUT OF THE A. THOMPSON SURVEY, ABSTRACT NO. 1532, TARRANT COUNTY. TEXAS. JULY - 2004 SCALE: 1"=40' 2.047 ACRES, 2 LOTS ZONED C -C (COMMUNITY COMMERCIAL) v I OWNERS: GRAPEV€NE PARKWAY REALTY, L.P, 2557 SOUTHI GRAPEVINE PARKWAY SUITE # 200 GRAPEVINE, TX 75061 (817) 329-9014 D J R ENGREERS AND CONSULTANTS, INC. IGIE9i3 • LANO PLANNERS • CAA DESIGNS 28W Tears fibre Nis WV hw,2, Teau 78082 _ Tel 972-262 0157 49dAI Far 972252$A8$ 182-21-04 6 S�ZC YusTANc nN, up�l� W -0 I elnlx �AEa oxx /.' NORTH vmq,YTE Ont NNl R�:lr moi As muRn xT xRawl xl rftua Intik, r — s ,+� rnxarr vxlwc 'ow€ s,t. rxv. a mes !R eARs a 14" 6nw CAiF AS�1B.Y \..a PLAN /�kor� wlnx amclr vkaccn°k All 'Jj u Y (pT k 9AX Bf1M m v9EImts rw Y6ni J FRONT SIPF r _ 6091 R 6f]I ^Y9i1�6 -- C2 IR,,"i! Ecl'C t IFS cAsl Smxe c7r - ... G51 Six SW _. '"f S1Efl LIXTFA 51"rs\'%R-o rAa Ycr>i oox 90l �kp�i�s T�6P R,YOr,ae {3 snnlsuvs a I2 Y.c 12' qA COfKRE,F,�t x-yy�� RAI,S wlncuir RIFMO N70 YAS[RNY 5-V lu-6" ai'f.0 SAiJ I�._E`JI'�TEC31'-I 5 1,0 ::i1 iJ I EtiSTliih-I moa m RIB ci.L�sio bar 7 PHA' L _ I G I I J ) 2-04 N 11411 ,,. -H m NBBCALLY �rAF �'- A" tllIXllq ROCO - 175 WAIT - W4 -u' YEr11 96R sa _._. ., i �, fr sCivlt ZZ -Iso WAR - WMT 60NY,01T - 156 WATT - 11 1 ; 1 i PLAN 1-M-9141-192GE� `k DFW NRPOR f s .. 51 ii PRpm 2b F` § 26' K6 SVV i4 l! a NEW SW OFFICE €V a"r a.rOFEIII r+ � FlC ,3 pp °SF 5F Mdl' AL�:Ni00+jl-... r� • INR Nk w { W sv`Il r o pAI?E��JAY ........... - C) 0 i0 66 ,20 240 11"W OfIICl- 4 SII[. Ola n, CURRENT ZONING CC LOT SIIE 47,959 SF Awo Sr wN. BUIDING GROSS 7.302 SF (152%) BUNING USABLE 7.OIO sr TUDOR AREA RAPD 14.7 % 60 % YA1r LANDSCAPE AREA 17.205 SF 760%) 20 % YW. WALKWAY a GA2EDO PANED AREA 2812 SF 59 Xj 205!0 SF K29 % €YPERVIM1OE S AREA 70.654 SF (54.0 %) 70 % MAX PAWAG SPACES REQUIRED OFRCE 5 SP. +7010 SF i 700 SF = 29 (2 HDcAP) PARKING SPACES RROYWED 37 (2 HMP) w SIM PIAN CI?rAPPROVEDEVRaE DATE'. 09/02/05 REVSSLD A2aRavu Docs wr Au,YrAea AIFERO'IX REUSED: O OR 10MIKA s Rk;VISkll� �n S P I )(, Nz: 'L IN =11\15�I JALK __14LV _.._. x _GA5T 5' A2,1-03 HEAV'f' TIMBER ARBOR pRA55 VANF CUFOLA BRICK & IO FT pLATF _ _ ,42.1-01 WEST ELEVATION 5/16' - 1'-0' ROOF �4rTT, 34-3' AFF NARDI£ 510I 6 31/4' PAMiE TRIM tA4��i,E�FRIIIB ITEMS ARE TO SE PAINTEDCOLOR A5 SELECTEDE77 BdCLr NOT LIMITED TO F'IPIWS, CONDJIIS, ELECTR,C CCNDIIIT, RIC PANa6L GA5 METEF:. 5TE;_L 60LLAFOS, Dftzh5P .('11T5 AAN[) METAL fT. — PIN. FLOOR I "'I u.' -- - i -ACF �RCK !RO GNT 12CN GoLUi'NS RAIL a 5A'LU5TER5 ,42.1-04 GAZE50 ELEVATION A2.1-02 SOUTH ELEVATION GAS; S"ONE AppRE55 fiT3ERSY CODE AREAE AGEA OF AECYE awzE IL'ALL5 e,'nT5 5F 3/16. E' -O' ..... ............ AREA OF WIti,G9kJ a4SED PWR5............... 69E St AREA Q- iETAL DC";�5. ........................63 ^� FERCEnTCFGLAZEDAREA------------------ AREA CP RCCi........ ........... J �ERTY iai~VELOPER 5.ALYER 145SGY.'. 753, SLGRAPEVINE PARCWAY VJ17 2" GRAFEVENE iExAB 76mID' 917-329-°-314 pjut 4 2005 CTTYSOF GR4.VINE APPROVED e T—a_cf1-7-- A"-Fl.OVAL DOES NOT AUTWR€ZE 4NYI€.Y,K !N CLPf0CT LIN ANN CODFS OR'RPlNA';: S PEPdf��tmJi of P�LO�t ��Ec99 P_ N E" E" Z LfJ W Z c0 � 5 � W CO P; W F4 E, W � a D � U1 D E- F -4 W GFS a S W Tl DATE: 7/12/05 REVISED: REVISED: REVISED: SHEET: A2.1 Ia F 12 F7 FLA1 LIQ 10 FT PLATE Lei FI4I5i; FLCCR E ?<COF IGT..,- l Z iALL ExTERIOR METALS ITE -5 ARE TO DE a41TE2 COLOR A$ SELECTED 5Y coc"tNCWT%II'"G BLT NOT UM;TED TO rlRNa. (:ONDWT6, ELECTRIC CGYDU>T. EL G RC FANFL GA5 NETER.. STEL MO.LARD6 . DM$FN &JTS AhIS'i PETAL 7 A2.2-01 EA6T ELEVATION 3llh' I'-ra' ROOF HC -T. 34-3` AFF ,42,2-02 NORTH ELEVATION 31tC" I' -m' PROPERTY DEVLi-� i R 6ALYER As'soG. 795; $U GRAPEVIKZ PAWWAT 51:YE 2Ud G,^!APEY#E ,7r7cA9 W61 e€7-37699!4 :M 511)1% RLIE TRIM Ra JUL r 4 2065 Pet...._.., .... CITY 6OF GRAPEVINE APPFWVE0 BNEET_'!�_ � _[?�_ AFFROVAL ODES NOT AUWF4�'ZE AKrXRK IN CLFFL[CT STA ANY =9$ CR plZ7KNza6. .E ARTIY�5�af GP OCVELOrR4'4T BEl3 =6 A'FForo =Y4..� �1 I DAM _C91 1 o. w� Lo W 0 w � w z w�12, O �- co !-� Cfl —A UO 0 C\2 m z 0 H E- F a w DATE: 7/12/05 REVISED: REVISED: REVISED: SHEET: A2.2 PLANT Le:51 CITY,5 1 r Ivt �._ caw ti a -- ------------- w�I c 1 TLC 3 T) 3' 6HUTIARD OAK 21 5HVARD OAK ORO) WN 3l C� 14 ewdels-ofr - .�.r"DB.?NP-iOltiK M4iGHIW 7 GuucuB a,msrda: SN;d`iA.�d7 OAK (FOS Cti IE I7 Id' B a 15 9 -LE 5 I fi6x vcmltald E TRT.E YAU1 o, 6'-E' H7., H E 5, MVV-TFyL< , HAZTti f r -e. calid'ye¢r '5,8drard' ERdDROR� PEAR [0f? V LAL. &'-10' 4T. 5 i D, 5L4Ct'_>: ?oast Il QUE a Vfrgml i IVE OAK UO1 V GAL.. 5'-12' NT, B i B. 6T�E Tfd'W E 4 taxcdi:a, dte�!ch;a 040 GYPRIIIA =G1 9' CA-', V-2, PT_ I. t 5, 5mLE ':'e3':,Y'. —4 120 Ilan ccrryta 'SvTa d:l Nana' PLAN 1311 HOLLY 5 GAL. 3a' OC. NLL TO 5451! I 'Im Ilax votnitar3a Nara' GI%AFF YAIIPGN I 3 GAL, 30, O.C, i"ATCF w, 1 69 hlaf vCtliwld 9Jcra' 11 nandma cwsnnilcn PUAW YAIJPO.4 -Th1AhtlJs4A 7 GAL, 18' 0�, M.ATCFh`M: AL 3 G, 30' O.C; WLL hATC41NG ITS NsMs�e do3es:tca PFam' "ARBOR txtl w NANDI1aA I I GAL, Id' OL, FULL TO BAE 34 ftpla �.I. ll&. k pip. Koi w 14AUTHOR, 3 aAL. 30' OL, RILL iO 5A9E 9 MJhlanbPFg.A wp:lhar:e atIT" 01.1394 MIWLY rR �3 G4L. 36' OL, FULL TO 84-M GROLNDCOVER ( TUR- _ 14Ra3 cL cf vn n daatoh i LLi^'ICTJ BEia%DA GRASS 90LIT) F:OD 2 Loaf ae r pavlrens CORAL 140IErW_KLE D GAL -OPG To A�0¢ 335 TredwlosFarswa, dalatfcvE A61M IA6114-E i 4' P0;8 a 10' -IV OCEW. ' TURs"- 4 MISCELLANEOJ5 � 419Al le &EA&0h1G. LCLOR 4' POTS • T 01:EW- 943 1y. 110.1 Ec gN STEEL EDGINS Ile' x 4', a5 EN IK COLON & 12' &TAKES 553 Bq. ft Rak ROCK SITE NOTES: . 51GNg: ALL 51SNAGE TO CC'IPLY WITH THE ORDINANCE IN EFFECT AT THE TIME OF PER"1IT.6V5 NS ARE TO BE GROUND 6€G43 ONLY. • ALL EXISTING SANITARY 5EUER MAIN LINES AND EA5EMENT5 SHALL BE FIELD VERIFIEP AND TIED TO PROPERTY LINES. PLEASE CONTACT F[ELD OPERATION5 DIVISION PRIOR TO CONSTRJCTION TO LOCATE LINES. • ALL WATER METERS, FIRE HYDRANTS, VALVES, MANH01:E5, AND CLEAN -005 ON OR ADJACENT TO TILE 6UEJECT PROrERTY MUST REMAIN EASILY ACCESSIBLE FOR MAINTENANCE DURING CONSTRUCTION AND UPON THE COMFLETION of THE NECESSARY GRADING AND LAN05CAFING. THE ExISTNa FACILITIES SHOULD BE ADJUSTED TO F4NAL GRADE, A50YE TIME FINISHED GRADE OF THE LANDSCAPING, PRIOR TO THE COMPLETION OF THE WORK TREE FRESERVAT€ON PROTECTED TREES REMOVED n CANOPY TRE£& UNDER570RY TREES 0 CANOPY TREE INCHES 0 UNDER57ORY TREE INCHES PRESERVED AND PLANTED NEW TREES TREE INCHES P E VED TREE INCIkE$ TRE 11) V LIVE OAK 33 0 0 T) 3' 6HUTIARD OAK 21 5HVARD OAK ORO) WN 4) 3' BALD CYPRE65 12 BRA#ORP PEAR (BP) 1) 3' BRADFORD PEAR 3 69 0 LAND5CAFE CALCULATIONS: TREE RECJIREMENII` _ PERIMETER LANDSCAPE: 13 TREES REClAR IE) t TREES FROVIOED PARKII LOT TREE5: R TREES REO1IRED T TREES PROVIDED DEMOLITION NOTES: CONTRACTOR IS RE5PON515LE FOR THE WELL-BEING OF ALL THE TREES TO REMAIN ON 51TE DURING CONSTRUCTION CONTRACTOR IS TO DISPOSE CF OEMOLITIG N M'tATERIAL OF SITE IN A T?I`tE Y AND ORPERLT FASHION, CONTRACTOR 15 TO VERIFY LOCATIONS OF ALL UTILITIES ON TILE SITE PRIOR TO CONSTRt:CTICK CONTRACTOR 15 TO NOTIFY THE A"OFRIATECOMPANY BEFORE ANY DIGGING 15 TO TAKE PLACE. TREE LEGEND ( LIVE OAK (LO) 5HVARD OAK ORO) WN BALD CYPREE$(BCS f7JLy BRA#ORP PEAR (BP) L..ANDCJ'`irahFE F! AN NORTH SCALE: V•20' THE PROPERTY OWNER IS FULLY RE5PON51I FOR REGULAR WEEDING, MOWING 00 GRASS, IRRIGATION, FERTILIZING, F IRLINING, AND OTHER MAINTENANCE OF ALL PLANTINGS, INCLUDING PARKIWAY5, A$ NEEI7ED.THE REQUIRED LANDSCAPING MIJIST BE MAINTAINED IN A HEALTHY GROWING CGNDINTION AT ALL TIMES. ALL LANDSCAPING WITHIN THE VISIBILITY MANGLES SHALL C MPLY WITH THE VISIBILITY 7RIAW4E REWIREMENI AS STATED IN CHAPTER €X OF THE CITY COPE. TRITE FLA( ING: ALL TREES TO BE FRESERVED SHALL BE FLAGGED BY THE DEVELOPER WITH BRIGHTLY COLORED TAPE WRAPPED AIRO ND THE MAIN TRUNK. PROTECTIVE FENCING ALL PRESERVED TREES REMAINING ON-SITE SHALL HAVE FROTEC71VE FENCING, INSTALLED BY THE DEVELOPER, LOCATED APPROXIMATELY AT THE TREE'S DRIP LINE, THE PROTECTIVE FENCING MAY BE COMM5ET) OF BRIGHTLY COLORED VINYL CONSTRUCTION FENCING, CHAIN LINK FENCING OR OTHER SIMILAR FENCING WTH A 4' APPROXIMATE HEIGHT. CUT 1 FILL: A MIN MUM OF 15% OF THE CRITICAL ROOT ZONE (UNTHIN DRIP LINE) MST BE PRESERVES AT NATURAL GRADE WITH NATURAL GROND COVER NO DISTURBANCE OF THE SOIL GREATER THAN 4' CAN BE LOCATED CLOSER TO THE TREE TRUNK THAN IR THE DISTANCE TO THE MP LENS. AUTOMATIC UNDERGROUriD IRRGATICN TO BE PROVIDED WITH ALTOfAT€C CONTROLLER WITH RAIN AND FREEZE GUARDS. IRRGATICN: THE DESIGN AND TRENCHING FOR IRRIGATION 5Y57EM5 SHALL NOT CROSS THE CRITICAL ROOT 204E5 OF THE PRE$ERVEP F�!4 1 4 iaL TREES. THE IRRJGATION TRENCHES SHOULD BE LOCATED OUTSIDE Per OF THE CRITICAL ROOT ZONE AND DESIGNED TO THROW WATER INTO THE AREA WITHIN THE DRIP LINE OF THE TREE. ANY TRENCHING 4;;PiN MUST BE DONE WITHIN THE CRY SHALL BE 04 5Y HAND AND ENTER THE AREA IN A RADIAL MANNER SUCH A5 M A BICYCLE SPOKE COFIGURATION. ' ON- 517E DUMIP5TER SHALL COMPLY WITH ALL 5CREEAW, REOUREMENT5 SET FORTH BY THE CITY OF GRAPE^E SCREENING ORDINANCE$. WIP$TER ENCLOSURE WILL BE OF MASONRY WALLS THE HEIGHT OF THE CONTAINER WITH OPACLE GATES, IF CMU'S ARE USED THEY WILL BE SPLITFACE OR DECORATIVE THIS LANDSCAPE PLAN MEETS OR EXCEEDS THE REQUIREMENTS SET FORTH IN THE L SCAPE AND SCREENING STANDARDS, ERIC N. D LANDSCAPE ARCHITECT PROPERTY C)EVELOPER BALYER 4 ASSOC. 2651 SW GRAPEVINE PARKWAY SUITE 200 GRAPEVINE ,TEXA5 1(o D l 817-329-9,914 SITE PLAN CET -T' OF GRAPEVINE APP2CVEO 514EET_ OF -12t— APPROVAL DOES NOT AUTHORIZE ANYWI IN CCWLICT WITH ANY CODES OR ORDINANCES, DEPARTMENT OP DEVELOPMENT SERVICES APPROVED: pLA1NNER DATE : 0 cv 00� tr W ¢0aom � cr N�OLL. ©L� U W p ZZ LLI (D j Cl. ciz a tr I F, rrTI�[) u tm- G aadmd db OATE EhI7 ion go. 050"7 9MEEf jj L I OF 2 swzm W4 8°27'p23"E 28.28' GRAPEVINE PARKWAY (68' RIGHT-OF-WAY) 47' BACK TO BACK CONCRETE PAVEMENT `�C,Tta�G Ess � i .TesE Pi+� _ �nsE5lftacS hOgTH SCALE 1"=20' O 10' 20' 40' 80' GRAPHIC SCALE .... NOTES: 1, ALL. CONSTRUCTION T'O BE DONE IN STRICT ACCORDANCE TO THESE PLANS AND ALL APPLICABLE MUN€CIPAI- CODES AND STANDARDS. 2. ALL D€M£NSIONS SHOWN ARE TO THE BACK C' CURB UNLESS OTHERWISE NOTED. 3, ALL PARKING SPACES ARE 9' x 16' (INCLUDING ACCESSOLE SPACES), 4. All REQUIREMENTS OF SECTION 37, "PID" PLANNED INDUSTRIAL DISTRICT SHALL RF MET. 5. ALL REQUIREMENTS OF SECTION 53, LANDSCAPING REGULATIONS SHALL BE M£I: 6, ALL REQUIREMENTS OF SECTION 56, OFF-STREET PARKING REQUIREM041S SHALL BE MET. 7, ALL REQUIREMENTS OF SECTION 60, SIGN STANDARDS SHALL BE MET, S, THE PROPERTY 15 CURRENTLY ZONED "C --C" COMMUNITY COMMERCIAL. 9, SHIE LIGHTING SHALL CONFORM TO CITY OF GRAPEVINE ORDINANCE, SECTION ESE. 10, PARKING FOR DISABLED PERSONS SHOULD BE DESIGNATED ACCORDI€4G TO CHAPTFR 23, SECTION 23.64 THROUGH 23,69 OF THE CODE OF ORDINANCES. 11. ALL REFUSE STORAGE AREAS (DUMPSTER ENCLOSURE) SHALL BE SCREENED IN ACCORDANCE WITH SECTION 50.6.3, (5ECT1bN 47.E16.22.). 12. ALL PARKING AREAS AND OUTSIOE STORAGL AREAS SMALL BE PAVED TO THE MINIMUM STANDARDS AS FOUND IN THE SECTION 56.6, FCR EITHER A FOUR INCH CONCRETE SLAB WITH 6"X6"XG GAUGE MESH WIRE OR A TWO INCH HOT MIX ASPHALT OVER 6" CRUSHED ROCK BASE. 13. ALL REQUIREMENTS FOR THE GRAPEVINE SOIL EROSION CONTROL, ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION (SECTION 47.E.1.6.18.). 14, ALL. ON-5!TE ELECTRICAL CONDUCTORS ASSOCIATED WIT l NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND. 15. BARRIER FREE RAMPS TO BE CONS'IRUCTEU ON CONCRETE WALKS AT ALL DRIVE APPROACHES, 16. MINIMUM RADIUS FOR ALL DRIVEWAY ENTRANCES IS 20'. ACCESSIBILITY NOTES 1. ALL ACCESSIBLE PARK€NG AREAS, ROUTES. RAMPS, ETC. SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TEXAS ACCESS€BILITY STANDARDS (TAS)- ?.. ALL SIDEWAIK RAMPS AND/OR CURB RAMPS SHOWN SHALL HAVE A MAXIMUM VERTICAL RESE OF 6" %107H A MAXIMUM RUNNING SLOPE OF 1:12 (8,33X) AND BE CONSTRUCTED IN ACCORDANCE WITH TAS SECT€ONS 4.7 AND 4.0. 3. ALL ACCESSiRI-E ROUTES (EXCEPT FOR THE SIUEWAI.K AND CURB RAMPS} SHALL HAVE A MAXIMUM RUNNING SLUPL OF 1:20 (5%) AND A MAXIMUM CROSS SLOPE OF 1:50 (29). 4.ALL ACCESSIBLE PARKING SPACES AND ISLES SHALL HAVE A MAXIMUM SLOPE IN ANY DIRECTION OF 1:50 (2%). REFER TO ARCHITECTURAL PLANS FOR DETAILS OF MARKINGS, SIGNS, LTC. 1r 1 2CC;7 CITYSOF GRAVINE APrjWVUp AI PROVAL OCE6 ROT A11f1,'DRIIE AVT ow Y Cow-LICF WITH ANT CODES OR OFDWANCES. pgl- TravT c oavrE0Fmzw ee>7vicea ...... B1......4R� ... ]C JZ 2 Z C3 6 S1 R Q �z _ 7 heady N— OsCQd Lu _ w96 Z W 6��z mut � O S88F% 1-- U Lu 0 0-1a RNSIONS: DATE RLYI N4 SHEET TITLE SITE DIMENSIONAL CONTROL PLAN DATE, JULY 11, 2005 SCALE: 1" = 20' DRAWN BY: JDJR UEM BY: JDJR SHEiT N0. kC1 OF5 JR RLE N0. 182-21-04 01 CUN�gF,,( WPlCP4Ai3L�g5y414'pRSrT l � , DRIVE APPROACH, SEE OCTAD ON SKIT 03 S.W. GRAPEVINE PARKWAY (68' RIGHT-OF-WAY) 47' BAGS TO BACK CONCRETE PAVEMENT SCALE 1'r=20' 0 10' 20' 40' 80' GRAPHIC SCALE 6OFGRAFZ AN CITYPEVINE AF'P+RovEp 1 A.-FROY4L DOES NOT AUTHORIZE Au cc ucT mlTa ANY 6GGE5 oR Df�J1NAN:'c5. a�PARmpNT o� asY�Lor=r+exr e�wrcea p AV:E� 1A1_ A OFFSITF DRAINAGE AREA MAP SCALE: V-100' ,[K97E*jv1Imki'w1[1I1*f 1. ALL ACCESSIBLE PARKING AREAS. ROUTES, RAMPS, ETC. SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TEXAS ACCESSIBILITY STANDARDS (TAS), 2. ALL SIDEWALK RAMPS AND/OR CURB RAMPS SHOWN SHALL HAVE A MAXIMUM VERTICAL RISE OF 6' WITH A MAXIMUM RUNNING SLOPE OF 1:12 (8.33%) AND BE CONSTRUCTED IN ACCORDANCE HATH TAS SECTIONS 4.7 AND 4.8. 3. ALL ACCESSIBLE ROUTES (EXCEPT FOR THE SIDEWALK AND CURB RAMPS) SHALL HAVE A MAXIMUM RUNNING SLOPE OF 1:20 (57.) AND A MAXIMUM CROSS SLOPE OF 1:50 (2%). 4. ALL ACCESSIBLE PARKING SPACES AND ISLES SHALL HAVE A MAXIMUM SLOPE IN ANY DIRECTION OF 1:50 (2%). REFER TO ARCHITECTURAL PLANS FOR DETAILS OF MARKINGS, SIGNS, ETC. EXISTING UTILITIES NOTES 1, THE LOCATION OF ALL UNDERGROUND FACILITIES AS INDICATED ON THE PLANS ARE TAKEN FROM PUBLIC RECORDS, JOJR ENGINEERS & CONSULTANTS ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH RECORDS AND DOES NOT GUARANTEE THAT ALL UNDERGROUND UTIUTIES ARE SHOWN OR ARE LOCATED PRECISELY AS INDICATED, 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES PRIOR TO WORKING IN THE AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHEATHER ANY AOUNHONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. 3. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND FACILITIES FOUND. 4. NOTIFY JDJR ENGINEERS & CONSULTANTS IF ANY UNDERGROUND UTIUTTES ARE NOT IN THE LOCATIONS INDICATED ON THESE PLANS (HORIZONTALY AND VERTICALY) OR CONFLICT NTH ANY PROPOSED IMPROVEMENTS ASSOCIATED HATH THESE PLANS. JILL 14 2 85 Per........._.. NOTES: 1. SEE SITE PLAN FOR ALL HORIZONTAL CONTROL DIMENSIONS. 2. ALL CONSTRUCTION SHALL BE DONE IN STRICT CONFORMANCE TO THESE PLANS AND ALL APPLICABLE MUNICIPAL CODES AND STANDARDS. 3. ALL SPOT ELEVATIONS ADJACENT TO CURBS ARE GUTTER ELEVATIONS UNLESS OTHERWISE SHOWN, 4, ALL WALKWAYS TO HAVE A MINIMUM OF 1/4" PER FOOT CROSSFALL SLOPE AWAY FROM THE BUILDING. 5. ALL SITE PAVING TO BE DONE IN ACCORDANCE TO THE RECOMMENOATIONS AS OUTLINED IN THE SOILS REPORT FOR THIS SITE, 6. ALL SITE GRADING AND SUHGRADE PREPARATION SHALL BE DONE IN ACCORDANCE TO THE RECOMMENDATIONS AS OUTLINED IN THE SOILS REPORT FOR THIS SITE. 7, ALL LANDSCAPED AREAS TG BE UNIFORMLY GRADED AS SHOWN, LEGEND 621 EXISTING CONTOUR LINE PROPOSED SPOT ELEVATION AT GUTTER (TOP OF CURB IS 6' OR 0.5' HIGHER UNLESS SHOWN OTHERWISE) 600 PROPOSED CONTOUR LINE -... ...- INVERT OR FLOWLINE hmm mm mm Imm DRAINAGE DIVIDE UNE - PROPOSED CONCRETE PAVEMENT ti'`rFP.'.-9`•:'^�. AND SIEDWALKS. 5" CONC. IN PARKING AN 6" CCNC, IN ALL DRIVES BENCH MARK: BASIS OF ELEVATION, CC -27X-2 CRISELEO SQUARE, ENO OF NORTH CURB OF GRAYSON OR. do YAUJAM D. TATE AW. ELEV 623.46 DEIMEY, JR 04H00 - v €.1 O 0-' 0. REVISIONS: OA1E REN530N SHEET BYTE GRADING, PAVING & OFF-SITE DRAINAGE AREA MAP DATE: SEPT. 3, 2004 SCALE T" = 20' DRAWN BY: JAW O�IECKED BY: JDJR SHEET NO. C2 BF 5 4A FILE NO. 182-21-04 DRAINAGE DATA AREA NO. ACRES C T_. - IS L'm" q, crc i I,00,r,Mk AT 1.06 _ _ 0.70 0,3. D.9 10 10 6.6 6-;6..._ 2„14 4.15 11.6 11,6 3.76 7,310.11 _ A2 0.9- 106.6 0.65 11.6 1.15 B1 0.16 0.9 10 6.6 0.95 �I, 11.6 1.67 B2 0.16 0.9 10 6.6 07 11.6 i.88 - CI 1.52 0.3 10 6.6 3.21 11.6 5.64 C2 0.38 0.9 _ iQ _ 6.5 2.26`_., 1. 3:97 C3 0.54_ 0.9- 10 6.6 3.21 I 11.6 ( 5.64 D1 _ 1.45 0.3 10 6.6 2.57 11.6 5.04 D2 _ 0.86 0.9 10 6.5 5.11 11.6 8.98 E1 0.13 p,9 10 6.6 0.77 11.6 1,36 E1 0.27 0,9 �10 6.6 1.60 1L6 2.82 E3 0.29 0.9 10 6.6 1.72 11.6 3.03 01 CUN�gF,,( WPlCP4Ai3L�g5y414'pRSrT l � , DRIVE APPROACH, SEE OCTAD ON SKIT 03 S.W. GRAPEVINE PARKWAY (68' RIGHT-OF-WAY) 47' BAGS TO BACK CONCRETE PAVEMENT SCALE 1'r=20' 0 10' 20' 40' 80' GRAPHIC SCALE 6OFGRAFZ AN CITYPEVINE AF'P+RovEp 1 A.-FROY4L DOES NOT AUTHORIZE Au cc ucT mlTa ANY 6GGE5 oR Df�J1NAN:'c5. a�PARmpNT o� asY�Lor=r+exr e�wrcea p AV:E� 1A1_ A OFFSITF DRAINAGE AREA MAP SCALE: V-100' ,[K97E*jv1Imki'w1[1I1*f 1. ALL ACCESSIBLE PARKING AREAS. ROUTES, RAMPS, ETC. SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TEXAS ACCESSIBILITY STANDARDS (TAS), 2. ALL SIDEWALK RAMPS AND/OR CURB RAMPS SHOWN SHALL HAVE A MAXIMUM VERTICAL RISE OF 6' WITH A MAXIMUM RUNNING SLOPE OF 1:12 (8.33%) AND BE CONSTRUCTED IN ACCORDANCE HATH TAS SECTIONS 4.7 AND 4.8. 3. ALL ACCESSIBLE ROUTES (EXCEPT FOR THE SIDEWALK AND CURB RAMPS) SHALL HAVE A MAXIMUM RUNNING SLOPE OF 1:20 (57.) AND A MAXIMUM CROSS SLOPE OF 1:50 (2%). 4. ALL ACCESSIBLE PARKING SPACES AND ISLES SHALL HAVE A MAXIMUM SLOPE IN ANY DIRECTION OF 1:50 (2%). REFER TO ARCHITECTURAL PLANS FOR DETAILS OF MARKINGS, SIGNS, ETC. EXISTING UTILITIES NOTES 1, THE LOCATION OF ALL UNDERGROUND FACILITIES AS INDICATED ON THE PLANS ARE TAKEN FROM PUBLIC RECORDS, JOJR ENGINEERS & CONSULTANTS ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH RECORDS AND DOES NOT GUARANTEE THAT ALL UNDERGROUND UTIUTIES ARE SHOWN OR ARE LOCATED PRECISELY AS INDICATED, 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES PRIOR TO WORKING IN THE AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHEATHER ANY AOUNHONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. 3. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND FACILITIES FOUND. 4. NOTIFY JDJR ENGINEERS & CONSULTANTS IF ANY UNDERGROUND UTIUTTES ARE NOT IN THE LOCATIONS INDICATED ON THESE PLANS (HORIZONTALY AND VERTICALY) OR CONFLICT NTH ANY PROPOSED IMPROVEMENTS ASSOCIATED HATH THESE PLANS. JILL 14 2 85 Per........._.. NOTES: 1. SEE SITE PLAN FOR ALL HORIZONTAL CONTROL DIMENSIONS. 2. ALL CONSTRUCTION SHALL BE DONE IN STRICT CONFORMANCE TO THESE PLANS AND ALL APPLICABLE MUNICIPAL CODES AND STANDARDS. 3. ALL SPOT ELEVATIONS ADJACENT TO CURBS ARE GUTTER ELEVATIONS UNLESS OTHERWISE SHOWN, 4, ALL WALKWAYS TO HAVE A MINIMUM OF 1/4" PER FOOT CROSSFALL SLOPE AWAY FROM THE BUILDING. 5. ALL SITE PAVING TO BE DONE IN ACCORDANCE TO THE RECOMMENOATIONS AS OUTLINED IN THE SOILS REPORT FOR THIS SITE, 6. ALL SITE GRADING AND SUHGRADE PREPARATION SHALL BE DONE IN ACCORDANCE TO THE RECOMMENDATIONS AS OUTLINED IN THE SOILS REPORT FOR THIS SITE. 7, ALL LANDSCAPED AREAS TG BE UNIFORMLY GRADED AS SHOWN, LEGEND 621 EXISTING CONTOUR LINE PROPOSED SPOT ELEVATION AT GUTTER (TOP OF CURB IS 6' OR 0.5' HIGHER UNLESS SHOWN OTHERWISE) 600 PROPOSED CONTOUR LINE -... ...- INVERT OR FLOWLINE hmm mm mm Imm DRAINAGE DIVIDE UNE - PROPOSED CONCRETE PAVEMENT ti'`rFP.'.-9`•:'^�. AND SIEDWALKS. 5" CONC. IN PARKING AN 6" CCNC, IN ALL DRIVES BENCH MARK: BASIS OF ELEVATION, CC -27X-2 CRISELEO SQUARE, ENO OF NORTH CURB OF GRAYSON OR. do YAUJAM D. TATE AW. ELEV 623.46 DEIMEY, JR 04H00 - v €.1 O 0-' 0. REVISIONS: OA1E REN530N SHEET BYTE GRADING, PAVING & OFF-SITE DRAINAGE AREA MAP DATE: SEPT. 3, 2004 SCALE T" = 20' DRAWN BY: JAW O�IECKED BY: JDJR SHEET NO. C2 BF 5 4A FILE NO. 182-21-04 I 1r ®r:z ro-'MAx 41, nuLrD v IRU) 3 (3/ 1 I `AJc LC AND RO'r TEU h T6 DIIFCTJN Uf \� IRAN L I SIE 51JHFACE Ur RAASH&I. FE rCONEEU CC i calf (RHE A. re WALK EB FACES .TE! rO THE All'O'NIiC VALK SURI'hCES- -"�ur's ! Imo\ NATE: ACCESSIDLE PARKING AREAS TO BF. IN ACCORVANC"e TU THE PENAS ACCESS'BNTY STANDARDS (TAS) FOR SIGNS, RAMPS, MARKINGS. ACCE5S;80ROUTES ETC. ACCESSIBLE RAMP AT PARKING DETAIL N9 SCALE NOTE: TRANSV'F,RS= SLCPF AT THE ClIR13 VARIES - SEG. PLAN VIES:' INTEGRAL CURB DETAIL NOT TO SCALL INLET SIZE �— ml I - STANDARD ARING s COIR (USS & HAYS FY , INC. PATTERN NO. 11141 B WRG- I I '--BtTren— A I I CUNSTRUCrION .'OIN'I - PLAN VIEW C NOTE: LATERAL PIPe MAY EXIT BOX Al ANY LoCA'110N OR ANGLE 511CHUN A—P, a" CN1 6" CCf Cllr-fE PRVEIhLIJT NO. NARS AT 16 OC, F -A'. 17E IEI [111111 .(II II�II: TC(Iljkr ORAD£ PI F., AR -1-1 SHALL BL IN ACCL�i NCE WTH PTE CEDTFCEI REPO, I FOR THE SITE, CONCRETE PAVEMENT SECTION DETAIL NOT 10 SCALE. DRILL, ➢U`+,'k:L & EPDXY ND. 3 EARS (24" LONG ON 24" C -O INTO "`5DNG CONCRETE (h41N, a- - AND TIE TO REINPORGING IN PROPOSED CDNCREIc 6" NEW CGi1CHETE PAVEMENT t " I— / ,..._ NO. 3 BARS AT 18" O.C. F..14. NEW CONCRETE : NEW CONCRETE TO EXISTING CONCRETE DETAIL NET TO 5CA1.E TOP REINFORCING PLAN SECTION B—B CURB INLET DETAILS NOT TO SCALE 3ARS Hi9igD BARS 1/2" N in Cuw5l Ruu nuv � 1 PIiGPaSED ��- JOIHT I PIP£ it N0. 4 BARS ATI F J EACk3 WRY, EACH AE: SECTION C—C .ulslsrwaM £AIT TRENCH INSTALLATION DETAIL sr I T TaF GI ✓, u� sly L �!+ -k Nth GEPI - Lk CC P F011 Ll TI„h I C SSI (I II 3:lf E I Er IJ J f S1P 2 '.f OAFFG P C C,. {OR IN TA-.Lh ON OF CRM F:1.. IC PI FOR SN, R AVD PTHER CR4VITf "UYi iC P A Fb P3 W LE Ri,AllvE 'I, D T THE J fBEfiCN Df iN 1 ER rHL R JC DCTIL A IA y B- 5 Af) ILLD L IiG 11 15UVEN UTLI,'IILL FP3R- .V IAJi hid,lk','A 11 II GR Na 51(� kS REOUR U IN ASTu htAL BAEKI:ilL 112 21 LATEST EDIT OJ. III,3.F - V4 r. iWkSi.:d EGIFIFD Ftt - - zNO HP,KR. 4 INDIA IE'DO'10 TFIICKNES SN/� B_ FOR 4'- 24" IGfI-600:n:n A1-0 p"(1 USC-120Orr m} CORROOATCG P L1'E7 MEN F L (OPER); 6' (I 0-) S.R 311"-�38" iT-1C_m6r CPEP J. teJ14.d9iif�PiiE:_I1 OR OR c- 233.1 KO 3. H+1.4 AE INAS I, 13 In uE ',r 1)1710£. AS c - Is' (15ua6o�n�) ;veculNEc IN As1u D2321, IATESr erIITON. AoDVE TOP o% PIPE- 'I UN'_t$5 O11:ER,,,4 SPKGIE: c LE;' 1R[ L>:UI:,'EER, MINIMUM 1W C4i PPDIHS 5HALL BE AS IDILLOWS: NAuwcRING. TO ."R'uEA'di. a thNi:. RPCA5EMC,'�Dc"P SPRINGLI3eE OF PIPE 'L'..(�.Ti T ­T11 + 1 W 21 539 GEDOINC MAfERLu G . 23 SBU B 260 ss n3o 16 25B) xB rla 12 300 11 '1Ya 15 3]51 34 860 18 450 39 99U 24 SOC +a 122,7 30 ]50 66 1E80 3c soo �a Isao 2 ( 450) AS )2. +8 1200 89 22bC GG 506) :02 (2590) S u1NINVy COQ ;;- MII11k VN REC1kkLNDED DE'IHS OT COVER W R VARIOUS LIVE LOADING. C0rW:l . ARE SUNAS,IZED iN TME Fp3N TME FOLLP'N'�`!G TABLE. UN ESS OTHERWISE :101 EC, A" DIMENSr0�l9 ARE TAKEN FROM 1HE TOP OL PIPE TO THE GR31RD SURFACE NOTE TO TNe eNGINe£9: WkEw TI315 DEME IS TO He INCORPORATED 'TR, cF rV UA gf;Ul!1 VI IMTO fA1RRA£T 06CVhtENTS, PIRATE REFERENCE SECTION X-2, "ftECOM3AENOAIloN5 -L'L IO%111tif, (�s>^`D1!srw rrrvrg,_,C�(Ty�j FOR INCORPORATION WTO WNTPACr DOCUMENTS" OF ASRA SPEGFICATIDN D2321, "STANDARD PHOTIC£ FOR UN6ERGROUNO w25 {FLEKIBI PAV{}AEwI } 12 (300)' iIPuT'ALLAryDw OF TFiEPhWP1ASDC PIPE F'tlR 5EwEPa PNif OTMkW GRAW11'- Fi.01Y APPLt IONS SO THAT APPROPRLITE MODIFICATIONS CAN BE MADE H2.5 (RIGID PAVFh1ENT) E80 RAILWAY 12 (5W) 2+ (610) TD ACCOlAHODgiE SITE SPECIFIC 1:EED5- :IFA- CPNSINLC IOw Se {1229) 'IOP 01 PIPL TO DUTTOM Oi DIIBMINOUS PAVEUCITI SECTION CITY 1 //JJ > Vr=C> INE 5AEETG W C>F� APFROV.AL cOE5 MIT AIITNORIZE AAI) d4 7W N CaW:ICT WITH ANY .=E5 OR ORDNA4CE5, DEPM3'R1F}iT LIF DEI OMVIMO �`- R cAIE � b I CAST IRON FRAME & GRATE VFG 20%20" 2� 2' & 3' DEPTH AVAILABLE /8• os 4 WT. 2'' --SOD# 3--1100 _ 2— #4 ADDED TO EACH CORNER 1. CONCRETE: 4500 PSI 2' & 3' DEPTH 2. REINF.: GRADE 60 AVAILABLE 3. MAX. PIPE SIZE 12" I.D. R.C.P. 4. 4 THIN WALL K.O.'S r 4» 1,_6,. 4 04698 CATCH BASIN NO. 20 American Industrial Pre ---Cast Products, lna. P.O. BOX 385 ALVARADO, TEXAS 76009. METRO: 517--477-5258 501 EAST BAYTER SEQUIN. TEXAS 78155 210-405-0555 .................. as4eD Q _ a W Z 5>- 5; ?^5 Q O LU w �! Z gm $�;� Im "-I IM CLuWm D U_r coo ,AWES U O CL CL REMSIONS: DATE I REVISION SHEET TITLE PAVING AND STORM DRAIN DETAILS DATE: JULY 11, 2005 $CAL£ 1" — 20' DRAWN BY. JDJR OHECKED BY. JDJIR SHEET N0. C3 o 5 OJR FILE NO. 162-2I—o4 wv 8'27'23"E 28.28' S.W. GRAPEVINE PARKWAY (68' RIGHT-OP–WAY) 47' BACK TO BAC% CONCRETE PAVEMENT ' GOKGREtETp�13NGa P4, pRTCT C11 ExI STIN. COMCCETE P,1' I �3II U�A�NACE EASFAtE cAs. n. sung e555. I SEE SHEETS C48 AND C4C FOR EROSION CONTROL DETAILS. clTr$a�o VINE I' APF OVAL COE5 N07 .AUTFIO, M ANTL'F5'K, IN CG14LtT UZA ANY COL'E5 OR OF'PNM70 PEPAF�M>FaT CK Pk�ELbH'IBiT gER�GE6 �R DACE, b 99 .......... LEGEND —474 - EXISTING CONTOUR LINE PROPOSED SILT FENCE PROPOSED STABILIZED CCNSTRUCTION ENTRANCE PROPOSED INLET PROTECTION (SILT FENCE CONSTRUCTED 5' AROUND INLET– USE CMU AND GRAVEL TYPE AFTER INLET IS CONSTRUCTED 94;1 BE'FarY. Ai. d Z 5a UJI = Y v cc 0 0 °° � I.-(.) &��� O Ll.d cn Q °Doo& v w P a REVISIONS; DATE REVIswN SHEET nu EROSION CONTROL PLAN DATE: JULY 11, 2005 SCALE: 1" = 20' DRAW BY: JEIJR CHECKQ0 8Y; JDJR SHEET ND. NA oF 5 JDJI? FILE NO, 192-21-04 Nevnnbs:r 2D03 hl(A"[ Dust Control DESCRIP'rInN Dust con:'dinclfdcs 0 ri ,sur_ ba aol 1. ole cI1 hJ,r,'•Igor n, dull E n dull 'sad = E - fill a.,I..: [Jmo Io'sr'way � €' Inafle wry„ and stiacc wales, PRIMARY D5r Uusl c h.I i5 apolad lei stems (including roadt:etys) sub{eul la sudeeu avid or rent to dull whorl nn P -site and k-elia impasls to roadways, dminaga wsysna, suchen waiem aro 1111, DESIGN CRITER ❑ Veyelute cr comet areas t1no vill nut ....1'. vob[G]e furl €n arae. whim planing, muitly g. or I'll is Impruc€teas apply gravel or IandsGaping 'PCR, ❑ Limlr w,[ generation by clearing only those areas where immedia€e `,Il ty .Ii lake place, fir.wig the remaining e(ab(s) In the anginal condifil If stable. kla lee n the onglna] caval as lung as praclicable- ❑ Coa0ed natural Cr arhi'IGinl wlndb ask. all w1untiCSeens. These may be designed as a'"cbsums far small dust sotlrGas. ❑ Sprinkle the site vdth wafer until Surface Is vas. Rapaat a5 needed. ❑ lull .lion water can be and tar duel control. hAi anon s stems should be g g Y inslaPad as a €rust step orI sues where dos[ central Es a concern. SPECIFICATIONS No specifil for wribI ache of lhts Item is currently availaipla in Ina Standard Spec.Ebcalio, for Public Warks ConstructionNorthCunt Tarns Councilor Governments. ISWM Dedgn Mamul cur Cuerauctlon ____4 T _ 431 M -O her 2D03 DRAFT Inlet Protection — Appllaatlons PednaterCnrdrn! I'k1uh ell 2003 l)RAFT C�[L^.11319 Mocks ordlllerdam dev� .a Scope Pmlectim, A�a?�' ndilnunf Tr. mg Cheal©e Pr.Mflin,I Appllc-arta+is I Slit Fence IspnEtCsEk n., } WastN.b.ge .d IIYet £Alden -..0eekeepinn Practices I:l:t /"."-_ _...sem iinrl{5 0 j U uto 5 1 I SeC aa,t T-ed(.::g Q Sediment A SFW Chun'' P 1 l O NuIllarr Toxic A S y 5 of pe„caw. �' - I e�.1l:a my S'xL:gunO O 17118 Greask �+' �'”-n, r'�y I Telytnnry 5'ab:hxaf�at er-rmannnt Slut r,i lior.:' SIISIillfa;uS Araa ;.. Plnha'nartl Sl..blliznllon rre-le kietrportcd VVici ea 5.pp Pp 'fJgsla fdroan writ Haucukaepieg pfaclEces safety, end malnterlanoa problems, Inlet pretrc4sin con mduca srdlari l In Reyulrocum e t1cer k.ttning Fall i Capital Costa reducing sadlmenl loads from solwith fimied effederenass DESCRIPTION T'ergotad Conslituer1amm Targeted ConstRum,ts eStltlnlent leilferenl inlet pr[pm,T. i Variation$ are used loll thereto .... Iton. as iol€ows: d !• A s E aria' consists of <nutOxliEe latrlc 5a n.tl b v J Ypo y tiro ntosh nellldg 0r ether ® SadimcnE O SUllabil'ny for Slope's appropdrle when bre dmi,el area [s less Than one ace and in. basin ha ba(waan.Ithar warden r ekiri sireEcnad g a molal posts ,slit tie lower edge of stop. L• less Ihnn ti,, Ib) percent. Thus type of protectant is oat apprmabt' O 3Vuldanis/(oxlc In paved e,..s- the labrlc saeumly embedded hie"InchR$ in Ike titlll, The fence is ly Scally b lduttanl5 Tp>tia #serous€a o h4rol Impact iooal0tl dawns€ream lir CIEstarbod areas to intercept run.H In the farm of sheet me adals O 01€ & Grease G Law Impact flow- A silt rence provides both Ill and rima roll l e llmanl self€trig by U nit & Grease .rain comp€iody. Ili. impoundm'nl shall be sized such that the v Hast o; including the Velocity of the mnnil- Ph.pe117 designed, R silt fence is abOACIM10al questionable Impacl 7 Palatable Materials FFe=o. s7-n.7s since €I can bo re -located during C a do,cNo o nand roEaniially r. -used an other c Flbatabie Manders prafecls. Nonh Central Tex.. D Other Construction I 0 Other Can5isuston Wastes PRIMARY USE Sill fanca Is n It used a r is y s perimeter control located If.wnmream of Wastes Implashisho €en I Implaman Reyuiremenls disturbed areas. Itis only feasible for n0n-cpnhe,. shalt dew conticy trod. 0.Ryuiremenls can, b. tl It tletmnes necessury to place a silt ianw whack ckncenvratad f€owl may do o Capllal Coeds expuro, ..d (e.g. hero to'. sdt tent's ]run .1 anangle, or across minor w CalAlal Coals channels fix gulll'sl, t will be necuaaary to reinforcathe silt lance sl that are. o Maintenance by a ruck bem, a, sand bag be-, or other strucbj,,d mosso'.. that wili supped • Malnlanarb. tha sill fanca Training D Training APPLICATIONS rl Sa€tabifil for Slo y pE5 Sklt lance la an Ru.nomical I..a, to Ileal —Ilund, nomconcemmfotl flow$ tat v Suilabdil 5fo S, y for pas a y 5 Y { all types of Prolocis, Silt 1`011I are used as pedne.fur control devloes ler both Sita devalaper5 an6 #:near (roadway) type pr'jecls. Theyere inoef eflecllvR with eoaree to silly I types, Due to the pof rtmal of ciagging, silt lances 5houltl be Legend ---' Legend T • significant Impacl used hAll, caut., Irl areas that are prRdnminanlly clay loll [,Pas. In Itis €offer • SurtrI cenl InlpaGi Inslance a sots engineer Or soil scientlsl should Cnnhrm the suitabi€ity of the o Medlual Impact fence, for that appli-im. a Madrum lmpsot O Low brtpacl DESIGN CRITERIA G Low Il 7 Linknowr lir C] Fences are to be cousur,cvad g1Png a Ione of constant r:layloipii lalrng a it Unttnnwn all Oaeetionab€e Impacl _r lick,where possible - FJ Maximum Slaps adjacent io the (once Is 1:1 ❑ Me"laOno d}slaiue of floor to silt lento should he 200 las Or Iese. Our:ndlno.lite lain -I Fey 75 CA M. h=1 doncenEraled low snail be 1 CFS per 20 feel length of silt fence. ❑ If 5t)% or less soil, by wall pabses Pin U.S. Standard slave NO. ego: select fit- appafenl ap.o ty size (A.0.5.) to retain 8556 of the sob- E'$ cJM I E ❑ if a!t or more of step by wa€ym, prestos the U.5- stand'urd sprue No, 20D, ---'------ ;t e, 'i{_ .i` sill fences $rutl 501be used un€ass Iha sok' mass 13 eve€gated and dearned suArtbie by a sail sclaniisl all geotechnical ang€oaer carrce 11119 the emt(iftily of the soil mass, dispersiv' claraclarlst[cs, and then potential {EE Iladh Canbal T.. gmir-silm rharaGtOFIStlea'ufth, meitwist ilial is Ill to be eroded, North Crnlrur T<... G.unc3l 0 Govern s-ce ! Co' ll0 Grosims rota ISWM Dedgn Mamul cur Cuerauctlon ____4 T _ 431 M -O her 2D03 DRAFT Inlet Protection — Appllaatlons PednaterCnrdrn! C�[L^.11319 Mocks ordlllerdam dev� .a Scope Pmlectim, A�a?�' ndilnunf Tr. mg Cheal©e Pr.Mflin,I Pflremsrlt (g presBM1p Ten Struns _ $ed ht {10AgIA& '�gl°I �.a a �lt Bfeg 1' YMax unity ition 5labi%izallon Pt } WastN.b.ge .d IIYet £Alden -..0eekeepinn Practices Cross Section Targeted Const0.uonce DESCRIPTION Q Sediment Il psotedion consists of a variety of melhods of Intercepting sediment al low point inlets thm,agh the us.of liana, filler Fabdc, and other nhalarials. Thls is O NuIllarr Toxic maEly located st the 'Iproviding ado., d.Ishf.. or 1111I to reduce Matelots j sediment and Iloatsil a mlibir la En slknn wale'. O 17118 Greask PRIMARY USE a Pmatahle trial p[o(eclian ks normally used as a secondniy tlQtense In Sita moslob . mal due loth. limned effactiveuow and appGcebility of the boahrlit- It Is rlmmally O Other Constmchnn used En new dav'lopma.ls that melede new Enlats or roads wRh rimy curb Inlet, VVici ea or during ma}m repalrs to exlSling mad -lays. Inlet prediction has limited use In EaipiRmantatiori t dkvaloped anon, due to the polliI mr flooding, traffic safety, padesblaq safety, end malnterlanoa problems, Inlet pretrc4sin con mduca srdlari l In Reyulrocum e storm newer systems by serving as a hack up system le onsite c.,m is or by i Capital Costa reducing sadlmenl loads from solwith fimied effederenass • Mdrht.nancr APPLICATIONS leilferenl inlet pr[pm,T. i Variation$ are used loll thereto .... Iton. as iol€ows: D Training ❑ Filter barrier prnlacllon 1•almil r I a eb[ (erne hauler around the inlet) Is O SUllabil'ny for Slope's appropdrle when bre dmi,el area [s less Than one ace and in. basin ' S -... stop. L• less Ihnn ti,, Ib) percent. Thus type of protectant is oat apprmabt' Legend In paved e,..s- ❑ mock and grave€ (crushed stone, mcyclad cn crepe is alar apptopoi le) paoted€on iS USed whir flows exceed n5 C fs� and it is n...k.ry to .bow 0 SigAnIOrml Inflect !rix ov.nopping In prevent headingr o h4rol Impact la Excavated inlpolmdm.nl pralachor, around a drop Inlet may be used €all protection against sediment entering a slam draht system, With this G Law Impact mediad, it is necessary to llweep holes to ailow the irepatlndmant to y Lfnknown or .rain comp€iody. Ili. impoundm'nl shall be sized such that the v Hast o; venom aha' be equal 10 1i In Ic 3600 cubic feet per auto of dlbtur tad questionable Impacl area -meddle the Intel fm full effectiveness. FFe=o. s7-n.7s S-4 Nonh Central Tex.. caanrd of G.vewn a dt ISWM Design Manvat (all C.rnmcs.n 447 ISIVM Usibrn Manual far Can V.h 4:33 November 2007 DRAFT 11 Inlet Protection DESIGN CRITERIA ❑ Filter trick pmlactiom shall I, dIcil d and meintalnkd ie a manner alms€ar to sill ran". ❑ What. so"b"ablel, filler fabric, pasts, and wive backing shall meet the material r,quiasa els specified In DMP Pact Sheet 5-i, Sill Fence. L7 Filler goWu, shall be Y In 2III ralural grave, washed and screened, and shell ..I cuballu of -holo or sandstone, ❑ Concrete blocks shall be starldurd 8" x S•' k 16" concrels masonry units - ❑ Maximum depth flow shall be - € 4 l inches or less depending Vehicular ani+ Ra€din hal - p () on a ed u [ q P U P ❑ Pearl d -r a !s alilcal In the bear f iNal rolect an- f kvedo r ed t r a Ono 'taro tag I}j E I W ]e ant !ay d R t t P P g nail ax dei f the info! .need the Cap Y n R prnlecnon system shall be roand Through eche p bed s treats, all other wa1Rr a mmimuae damage due In ponding and to provide the pub§r• s [at' ❑ Filler Barrer Protect— Silt Fonda shall consists( nylon gaot'vtllb 5uppaded by wire mesh. W 4.4 X W 1.4 and galvanized sled posts se[ a minimum of 1 fault depth and spaced oat more than 6 feet an coater. A 6 unch wide hunch is Im he cut 6 inches dee al tie lar of the [.an. 1k all the f bdc In be laid III P. p a sudare and backfilled with compadud Radii or gravel This antranehm,nl prevents any bypass of runoff undertha fence. ❑ Block and Gravel Prolacilon (Curb end Drop lnlets) Concrotr blacks are to bo placed on their sides in a sn,glG hour around the perimeter of the inlet. whit ands abul6n . Openings in the blocks should face outwaad out it ward. Wlrc mesh shall that 9P lie placed ave: the nulsEtls fare of the blocks epov0rin0 Rte tapas, Flllar spank shell then be pi:en against the wpm ma,h to the tap of Pie 1111 with the babe Of the Starr. bablg o mlmnum of 10 Inches from the blacks. Periodically, when the steno filler becomes c€egged. the stone must be removed and drum ed In a proper Mand all replaced with new slope and pried bark againel wire mesh. ❑ ExcaVated Impoundment Pmlaclion An excavated impoundment shall he sized to pmvldo a storage umume nl butw... 1660 and 3606 cubic fact par a 01 dlstrnlwtl aro.The trap shah have a rniolmun, depth of one foal and a m depth *121101 as measured Irom Iha tap of the inlet and shall bav¢ ire.saters al2',1 or }I'dem W.ep holes are la pa= e Inslallad in the Inlet wails to allow for the rnmplele da-wat'ring cf the III trap, When the storage cepachyof Ina impaundmenl has been reduced by one-haIt, We sill shall an rumnved and dlsposad in a proper manner. LIMITATIONS Plendinp aril occur at the role[ wllh passible 6roding as a beaue- Inlet protection is only viete al law point inlets. Ill Vier. era oa . step. cannel ria effectively prolected beaauao storm water wilt bypass lice inlet and contlnue downstreem, causing en overload condilion at inlets downatreant. NaY'{:ruder Klf)3 I)II[AF.I' Slit Fence -11I I aVIL aha.- on ed I", p0I11S ol,!hH f�,pc' ell e 1Y.316 palet f E t parent I, "l)OIt;{. Slit le pr's hitni: st It - i it ' l l_ 'nn rhoru ,,IT, Gila i' Tensile Slt'arlu'd 4 T M D4E32 Teyt y&llh C `ur G.1, Bl -t, nq Load ono Eroay ion of C9oiezil€ s, sn-se PU!l-IIII e Rat nr .i ALTNii Da 83:1 Tast I ofur P lnuraLni Ge1r1&nbYinat E:nn Retried Pratuc{a, sO-• Gr=, k[u xt il es Fulton Surd 'renin AgTM Elati 6tontl h,r Tost Method 28d foe Hydraulic &ursting Snenglh of 7ez111¢ - Fabrica-I]irrphragrn BFlrsting StrergEh Tesler Melhad, 260eget. o Appa,ont Oponing Stec. ASTM 04751 Test jt4athod for Dahroalning Apparent Opening Size of a Coe ax lila, F1.5- Sieve NO 70 (mss) to Nh. 160 (min) Ugravialal RrOlvenoe. ASTM 34355. fr ialmum 70 peccant. Ca Fence Postashall be gals rt ad steel and may be T -section all L -section, 1.3 pounds poll linear ficial mirtimtnil, and 4 peal ill EengEli minimum. Wood Posts friss be mead depending Rn araleipatad length 01 sonrire and provided they are A (eat In length mirllmorn and have a nominal Glues SaGlnn 012 inches by 4 Inches for puna or 2 lnchas by 2 Inches for hardwoods. D Silt #erre- shaft on supaorAd bygalv.mi d s[ae{ Was fanca fabric as €el{nulls: n 4' x 4' mash size. W to IEA, taimmum 14 -gauge wiry; fsylr'.a fabric', a nO HR 9Wife. 12 UsIw{a sn allopeuinps Installed at botom of sll fnce;Gialtdrd 2" x 2"1m linkiacfabricor other WeEdcd all wove n .,mel fabrics consisting of -411-1 or smaAer spaGEn9 as that barren sort uppropdala gouge wire !o pravlda support. 3 A& -incl' wide hunch is [1 6. cut 6Indies deep al the (GS of the fence to allow the fabric to be laid below the surface slid backfilled with conipacled earth or gravel to ell rril bypass Of runoff under the fenc., Fabric shag over+ap at abutting ends a minimum of 3 fee[ and -hail be joinad such that no treillage or bpnsa occurs. CI8 ffEcien: rcom for Iha operation ofsadlmant removsl aqutpmenl Shall bb provided for wrium the sift fence and 01her abslruc'ons In ord.r to properly maintain the fence. is The ends of Iha fence shall be burned upstream p io mvanl hypassnf stn- wales. LIMITATIONS M4nor flooding will likely crier' al the upstream Slee of pr' sill fanca, which could rebull In minor eros lzed hooding. Sin 1-nc's may be runs;coded In swales or law areas suhjast Eo son .,,Int ed flaw are pmnnhouble I if Row ham m, design sperm is )ass than 1 If, Slit fences shah not be used where soil dondlimus prevanl a minimum tie-in depth of 6 Inches or installslion of srippad posts to. depth of 12 Al Sig mace can interfere with ucnstrudeth operation.; therefore planning o4 ..as. rout., ante the I is - itak- Silt len:;. oen fail 01-1umstorm flows. under heavy stflows. creating maintenance plloms nband abducing 5,i. aV-U,.n-e of U,e system - MAINTENANCE RFQUIRrMENTS Ir p,- oona url be Inaaected as required by the TPDES blI or t>n a regular hasls end Roar each sigruliranl Io.S inch or greater) rainfall. If the fabric tutorial, clogged, it should be armaed or, Ir necoesery, replaced. Sedimenl should be removed wham it reaches approximately one-half Ira height rthe fence.. SPECIFICATION Specificelions fur conetr4cllrin of Ihle item may ba €aund in the Standard Spe6ficalltln9 lar Public. Works UA -If -h-- North L'er,Iba Texas COum:i101 Goy'm,,W,., San(,_ 201,5 SIR Fence. 4.34 ------....._..---' ISWM Dulgn Manml far C—alaa N-vember 2003 DRAFT Inlet Protection MAINTENANCE REQUIREMENTS Inspections should be inspbcted asrequired by the "€'PDES parmil all as s regular balls and - e her ach signibgsof (Q.5 inch or gloater) rainfall. When sift fence Is used and the fabric becomes clogged, It should he I ur, i[ nacessery, ropleet d, Also, sediment 5holltd be femoved when it reaches approximately ora" half the height of Iha irdet Put":lum d-11- U a sump IS used, seulmonl 1I be removed when the voiumacl the bash is reduced by 50%, Fara stain u Irritants s n elan_ Niers when Ena std Y g lie filler bepco s I me clogged 1-y sediment the atones muss gg he awe from the inert and clearwa all Ill pulled Y & � awd, Sin I I ge caanl of ravel it a and [-It e€w s ng 9 fc m3 be th flcult. an altemabv-a, eoa Jry y 1 p rould as to use the dogged spans as till maredai and pup new slkne around the Inlet, SPECIFICATION Speuficahans car construction of this item tray, be found in the Standard Specifications for Public Works Constmotibn - Nonh Cenbal Taxes Council .1 Gnvemments, Section 251,15 Inlet Pmlaclion. ISWI De fSh Manual In, Comtmt'Ifon Tw_ M Uetrgn M_1 for 445 -A i'-1- prim. Hri4h1 < F3wxu Ed. G ­i IN Corta.3aod a t, Or Rn J: aackfR Nnvembcr280S DRAFT' Per..,. rG lCpa_-v,re, MrR- nmimannJn -1' Will N.J, uaussd sx Sun. Silt Fence 5torla Overflow Slluciune i "Mln. Tay d scone, ram SM. Or silt F_ ISWM Design Mdnud jar Consrmcllon _ -"�� 4 35 November 2003 DRAFT 11 Inlet Protection - Filter harrier t Sh Fe-FahrPo -trip weer slate or sinal '.Poll All I € k..,' 7� 1. ;j Febn.Mcnme a'xa"Trrnch Us,'"cF- �@F'4•xr.utrwt�Stake Fred Will,Or Stee4T I Cvn+rAped 'Pks EaM 4 I. Standard Inslattal)on stake 2� c.a Frarna H. I.Gn. Eleneen Or Sh"A,M Fehrb Gdecarban hal Pear"'. Via. pmpla. will Gmtn GmcGSr. crw:lc firm: _P'an'e Thnmall III door. ssaclbnisrwPll�,ble y 1Iroce asIllhol.r1h 594),ith-Oreill 1arae � 4 tsmpa no gra,!¢rfhws°,i.)wn, bpd F,I.1 '-� sltoM wa•,.r'�anu rWyS jn'r b exceed t c,F.b.l _ Get I... ince l5crold rue rnpthpa after rid al to hdraa At Cwnme x Hud mr-c101eit Mvn eu,9t Be h.-. uypimar mwlane. Parel,ttlhre Vleav li. Aileblal. InstallaYan CITY or G�iil 4�vItJE Av�p 4 46 APPROVAL, POES II AllTNMZE AN?IIKIRK J4 CONFLICT WITH ANY CODE, OR OhJIN.W.rES. oe�nixniEr4r c,» IpEvT1l)PIYp1F eERVIrEa 41'FSLavFL. 15WM Uesl3n r4anual Far Conslrunfon y S£ CF TFx�•rti JAgES CEy.EY, JR , 81480 i, ]G LLI Z C3 YC CL 131. Q cr 0t�T CO V i < LU � Ii.- U 7N O tit-. i LU coo 9991 a RENS O- DATE REVISION SHEET TITLE EROSION CONTROL DETAILS DATE: JULY 11e 2605 SCALE: ill = 20' DRAWN BY: JDJR CHI BY: JDJR SHEET NO, C4B of 5 MJR FILE NO, 182-21-U4 Novenli- 2003 !)€2AFT Inlet Protection Cup Fca,dlap nn'-3�r 14° ❑ram Gra,cJ �� 1 _ } varr i oras Screw P `U� r�. F'n:ar F"enc .�. \'�,' 1•{< or raarad ar f: \., I ` \'adiaa Free 1 2a4 VAwd SW u t. Cnrr:hflarirl Grass Gocdon - Beck 01 Saarnik Gatch i3ask I :gra wvva stud /// aacx plr:mh curb inial mm / _ CPnuere abck S1ya,� L-� iiJ Imo' i Wln Sawn O< / r' CCaG(etP BFsG% S fort :us,• nisi Grad t Plan View 1 ISWM Oertgn Manua{ for Connrvol.n l~ 4.47 November 2003 I)KP FT Check Dams View Looking Upstream la•!n.srn! -- - ! A iA 4'{eLliopmi.;mum ul l6'1a5mllapaved lbw arovrrd dam. Section A -A Flaw � r Spacing Between Cheek Dams L Fes rinlNs equallov�llan,bts F' end POI i .rte. , \ / �h•,,'•�:r?�:•; Sawce: Stonnvratar Marlagemanl Manlulf far Weelern Washinglon. For CouArutrlwl 2C3 DRAFT .. -.... .... ... . __... ., h et Protection Drop Inlet I _u gory,. 2farlr - - a erratic u - _r. rJ;,nnzk cmc.: ` a.", reuN r-.0 r.,hna , VJ sr / I \ I i nna r. Hn.n! I - jn.- � R� l in u,ame \ISG•. q Cross Seclnn {j 1r' i L t 44 # t C t r 1 i -4 k .rein!S • 9 y ?�!�- s. � co.nram e I:R% � - J r �.. k - U J.. t l ' e;hTk 1-rf 3 .._.30 T '+.: rlT1 cravat ,NA� s 8adgrl id NJ, �fj�r� 1 x x c Pr ryr 3 1 �Y rsl3i -4F �z� I t � 1 �x['y�{�df�554,51�yt'i?iF�i 311 �71r�VSliflt�rtJ.' l Pian Via, I 4-411 ISWM Palau Md.uM for Csnatmcdan November 2003 DRAFT Stabilized Construction Entrance APPIIceltnns Fe 3irra:Gr Cotrim! Depth _.__ _ --- ._.._... . . �fO14 16 5ispe PmIacllon i(f I ¢1 rip rze o mdlen r EfRr of WNII" S.f—i Trapping Cluni P,.tgtb.n Tam n:ar Stabitizativn Permanont slathllxcron —•�^�- Waste Matra monl 9e Film, Fabric Housalwepinq Pmcllces �..Y -- Tergaleii Conslitunn[a o£SCRIPTIO o IW ifir,n nt A stahi!ized nslmction entrance consists of a pab consisting .f gravel, crushed stone. recycled_or other rock A. material on tap of gaatexltle filter derh to Iniftala the removal of sediment slid -c, dclrrra from Nutt cots T.A. fdal.rials cunsinlction eq.1r,anl prior to e.'i the Lon I,ciihan sit.. This d€m�[ly a.dd,— this problem of $1 It and —d depoaiil.n inYoadVdaya alld lar O Oil &. Gre— mr.1 LGlicn site a,.. Far added eafaCllYenosd, a wash rack area can Ila Incamomlad into the design la further reduce ¢adiment tracking (Sea Wheel o Fba iti Maiorgals Wash. Feel she.[ &10). I_0 Other Construction levers far othertachnigNaa. WasY.s PR#MARY USE Iruck traffic occ.,a on ,, daily basis. It mdVcas Its, need !o remove sediment Slab0ized cnnstruLl',on entrances are used primarily for sites €n which significantLTrol entallon Fistful, from streets. !used prgpedy, it also dlrecls the majority Oi ialfts to a ongloCoats locahorl r.d,,ODq 01. numh.r anti quantily oI d€—,bed areas — the site and pmviding pmledion forolher ¢th: t,.l Lenirnla through Tell. conhol. APPLICATIONS o Ca fta€Case SIablliznd consvucllan .nuances era a requbed pan oftheplanfor all ens da"air lents larges than one acro and a recommended pmMi farty fon linen, irn'ects. If ossihlaa!€ concla¢ciion sites. II Is Hol suitable f g. i I Pc fm 3€opalor -1.11 d entrances she[ Id be kncnmareted inlds"'IEeo lruct3nn due 0.. the large ps,rentagn of disturbed area os, ore site antl Iha high polontial for Lmund offsite IYecMng of reel antl mud, • Slgnl hi Impact DESIGN CRITERIA p media. Impact ❑ Shibilizod conslydCkipn entrar-it, are to be construd. ! such the[ drainage .pose If. entrance is directed In a conu.11 d, stabitized anti on site wish 0 Lpw Impact provgsions Dar .1 ..... proper Wboniun.and foci Hush aI nosh wafer. ! LJ This enhance ,noel be property graded so that 5iinrm w,J.r }a not allowed to I.... the aide and .War roadways, Unknown or Uueshonablo €mf, cU - �e a �!A ❑ Mlnimdm width a(entranGe shall be 151-L ❑ Slone shall be placed m a lass, of at Lash 64r&.s dudmess. I -re stain, shall, at a mr hmum, to e 3 to 5 inch coarse aOUragata. 5-9 vIlham eausmij. excessive up+lream iEoatlilta V A,i Impact U Check dams itbe users in eonlened.n MIS Heber sad[ menl rel -hear North nonlral Toaae Gde3b pill , to fat... ng Iare![. re IaQ Cnancll 01 Gavernmonis S -ht ISWM PeiIglt Manual N—nnler200 DIM CheckDams Tar c i Ganstil-Ate Ap%ons _.__ _ --- ._.._... . . �fO14 16 - - PpnE fj gl3pu;ci nc .ba Palma r 3 •I I sl p ! t ;i „t � ""B I Chanrnl Prtllr., l'a. j concenlrnlad goers, redua ng poh:nl:al ci,—n. e•ty�y'�tr.. "a. 1 � rmmporary `�ISUi izslr,n PRIMARY USE A� Secilon ,� Psnncrxnl SandlzarlCn velnGides. They areTypically use t in conin3lcitan witkl other channel prat.etor V Other Gr netmGtien teGhrs U.e Such as„li alat!on lilting and turf remfa(aanlanl mals. it dams q y 7 Nfnvlu h1a[reyemenl proved. limned geabttdnt. They era more uselui I, reducing Ifow to acceplaUle Roar m levers far othertachnigNaa. Haasakae r practices P N., November 2003 DRAFT �I Stabilized Construction Entrance W TT, yaotcxtila fabric must meet the Iol3otYing minimum r:dteria; o Tensile Eloar i, ASTM 04932 Test Mehmd for Grab Dmaking Load and Elongation of GeoucAles, 360.111& O Pundi-Strength.ASTM D483%T.,p Methal far 1nd.a Punctum Rael.ter—of Geoteattl95, Ceomemdralwa, and Related Pia -01s, 120-Ibs. o Mult.c Burst Rating, A$TI,11387&6 Standard Test Method for Hydraulic IiursNng SlrangEh of Taste Fabrics-OWPhragrn Eulsung Slrpnlh'I'eM., Method, 600-p.€. o Apparent O enin Sizo..ASTM 04751I.m M¢! for P 9 hod r Ortarmiri ng Apparent Opening Size of a GecEexl!le. U.S. Skov. Nu. 40 {mar]. ❑ W11eo no—nry, vehic ies masa de cleaned to remove sediment priW la Cnimnz,o onto paved roads. sheets e, parking lots. When—slNnry la rerFulred, it shall be done on 8 conslrucicd wheel wash facility that drains Into en apgroved srapm ant trap Or sediment basin .r alher sedimenl.taroffhatlon device. ❑ Minimum dimensions for the onvan o shall be as follows' Tract Anes Tar c i Ganstil-Ate Pk SCREHTIUN V Sudimurn ChHci( darn -S RIP Small dafri&G LAnS Sl Ilg of tock >erltl bag a! ¢.rth b.itns 103 fent15 placed acfucs a dralnags swain W h They reduce ;he vrri of smell o Nahen!S Toxrc corwenlrated doers ray d¢ pa lin II d b f r sadim.ni and €help disperse MatamAr, concenlrnlad goers, redua ng poh:nl:al ci,—n. 6011 > 5 Acres O Oil &Grease PRIMARY USE 7G -ice feat Check dams a sera !or lard drainage swales Pr ddehas to 'i .,.sive V Flaalabie Mulehals velnGides. They areTypically use t in conin3lcitan witkl other channel prat.etor V Other Gr netmGtien teGhrs U.e Such as„li alat!on lilting and turf remfa(aanlanl mals. it dams q y 7 Waste proved. limned geabttdnt. They era more uselui I, reducing Ifow to acceplaUle levers far othertachnigNaa. ImpEamentatlon Raqu}remsnrs APPLICATIONS CI dams are iVakaEy llSfld aa'Y Irin sw[as fat !O[near o Ca fta€Case prajrwis such as roadways. ThFl}' can also be erred kn short swalas with a sl¢¢p � Maintenance slopo Le reduf:e pnaccepkahho w ociliea. Check darns shall Hol be used in live stream channetss 0 Tra!nhlg DESIGN cFu rERIA V 5uilahilily for Slopes, Cl Check dema should be pnlcd at a alstancn and height to .Now sma3! pools 5% Eo form hetemsn ...h nine 7ypicaEly, dam height should be between 46' Legend and 36" Dams should be spacad such that the lop of the dom gordm dem should be attha same alavation as It's Ice of the upsbeam dam. SIynlEicnnt'W'. 11 Mal fl (graaWi 112 year design storm} must pass iho check dam vIlham eausmij. excessive up+lream iEoatlilta V A,i Impact U Check dams itbe users in eonlened.n MIS Heber sad[ menl rel -hear Gde3b pill , to fat... ng Iare![. re IaQ O Law IIIledin QQ.0 g td N finer labrlc under the check dam. The FainiG s!eall meet the ,,Mece! sir—I lar the Slone Outl.t Sad l Twp 5 5. 7 Unknown V Oueo anti lmpacl ❑ Slane start be wed graded Mth size range from 1-1f2 Is, 3-7f2 Inches In Fe=0.40 matin depending en capected frn'— CS -7 iT Rock check d... s=have a marlmum PIN E111ough fate of W gailons per [Pinch, per square loot q Rock check duals, should ,o tnengUlaoro r in sac!iu with side soomr of _ t'.1 or Haller On the upslwm rush., asMo and 2'1 or harf ,A Eho do-gream side. Non11nrra€Texaa 110 Gavernnronry ISWM Ditho 14-1 for Linn—don --� �--- - - �..._...._ 4-54 November 2003 DRAFT �I Stabilized Construction Entrance W TT, yaotcxtila fabric must meet the Iol3otYing minimum r:dteria; o Tensile Eloar i, ASTM 04932 Test Mehmd for Grab Dmaking Load and Elongation of GeoucAles, 360.111& O Pundi-Strength.ASTM D483%T.,p Methal far 1nd.a Punctum Rael.ter—of Geoteattl95, Ceomemdralwa, and Related Pia -01s, 120-Ibs. o Mult.c Burst Rating, A$TI,11387&6 Standard Test Method for Hydraulic IiursNng SlrangEh of Taste Fabrics-OWPhragrn Eulsung Slrpnlh'I'eM., Method, 600-p.€. o Apparent O enin Sizo..ASTM 04751I.m M¢! for P 9 hod r Ortarmiri ng Apparent Opening Size of a GecEexl!le. U.S. Skov. Nu. 40 {mar]. ❑ W11eo no—nry, vehic ies masa de cleaned to remove sediment priW la Cnimnz,o onto paved roads. sheets e, parking lots. When—slNnry la rerFulred, it shall be done on 8 conslrucicd wheel wash facility that drains Into en apgroved srapm ant trap Or sediment basin .r alher sedimenl.taroffhatlon device. ❑ Minimum dimensions for the onvan o shall be as follows' Tract Anes Tract bCorinth oflEm ansa pth oflEnn. trance < 1 Acro 103 fent15 feel 201-1 < 5 A— 209 fel€ 20 twirl 6011 > 5 Acres 200 111 25 feet 7G -ice feat LIMITAT{ONS Selection of the o-Mrlhction enkrence locatian is 61 To he el!eelive, It must be usod axchisivo€y, Slabillzed anaanoes ra rather expensive considering MW it WWI be installed In combinali.n with one or mom ofiwr ebdlmnni comm! lachniques. but it may he cost .gectiva compared la Tabor-3niensive sheet deantng, MAINTENANCE REQUIREMENTS Inciet io!r5 IN.Id ba inspected ea mgni(ed by Th. TPLI permit or On a faghlar baSIS and agar each siynk¢ .nor {� 5 inch ar greater) rainfall. When sedimom has subs€anllady doggod Itis void amu belvreen gla rw.k- Inc .gdle;]alf: dl:it mVst ba Washgtl dnW,r .r fepia4.d. Period. f"D.drig anti lop drrssing with addiuoaa€ se- must be done Io koap the olfrra ay of the eplrer— from diminishing. !f the stabitized euhsmu:don emrance is nal effectively removing sedimem from wheels then s wheal wash shmrk3 be considered, SPECIFICATION Speclfwalians for e-Amruction cf this Nem may W Lound In Lha Standam Spectiicatlons far PubBa Woms C.nelrucl 1pn -North Central Teaoa Council of Governments, Sed'len 231.10 Slat ilEzad Const 'bon Enlrunoa. 46s 4 66 _ I5wF1 D.Ith, Manual far Cshsaocdsn 10"+ember 2003 gRAF's Check Dare; 11 r; o I -D Sand bd Il k name Sha: d havo a maurnam 11ow 11 h rai. of 0) cos r. foot cl sue ace: 1 3 g purr &aur th ;, rvirllh ei iB inches ori bolhlnt width tf 4E1 u:I;Y1r;y. Bags shsUla ilF fu ed vpih coarse 1 .and o: Pea gravel a Bag! 9th shall oro is Lobo. io 33 inches, vkith shall 42 tib tW,as to III-indrel: and ihird,nese shall be -n 1 & and h vin a 5-I G les l mG� ee a 9 U eppraaimuW wljlgni al 40 Peerilds U wag rnalorial')fall be pclyPrapyle.o, palyothyleno, pclyarnlda or caftan burlep "la. 11bri0, mxsrmLlm unit l eight l 4 O noes pet' quare yard. niLlia. bonst alrangkh uzcusdI4g egg -psi ac daigrm.ned by FS'I'M r,17P& Int,.-r-f!17.?i1 1.fk[_cJ.4."wJii!It><. �L5LC1Ck4 Shrnukh ul 7cxi lu ran n — B sly �irenrlf 3,: t JItLDLJ,.Ind 0—E lo stablGiy osaeedmg 70-perCcAt t3 Sand Gags shelf ba f3lted Mir 1—ce, grade sand free from duiaismi— mal cal. All sand sh Il p... !hn-y,r h a Na 10so- * PUG ryPes Inn' be maii ihrmklh the sand baa dam Hoar the top to allow for r�nir.ltod Now Ihrrnrgh Itle dam, Pipe shoo d be sshcuulo 0.0 or beau[., ul vin 1 Ni AVG Ravin a nemina3 hrlemal P P } Y g dlamela(.# n inches, LIMITATIONS Minor pomhhg wilt odour upstream .f the check dams- For haevy It.ws of high veia^Ny flews. extensive magna...... or.aplacgm..l of the dams ll be mquirad- CII©ck dams 258 at a ta[aliro need tm bre qu.. MAINTENANCE REQUIREMENTS €.specb.as should be inapecved as requked by the TPOES parmlt or on a ,.diner h.sis end .flu( each signi!tcanl (05 inch dr great.,) rniniah. Si11 must be mmowd when A reaches appro%jmuleiy 113 the height of ri dam .112" we116-1 is los., SPECIFICATION Speciflcali0ns far .1'sftLeU.1 of I114S it.m may ha found in far, Standard Spcuficailons for Petit. Works Conslruclim - Norah Centre€ Texas Chorion cl Govemmensi Section 201.9 Ro h Oam and 111 201.11 sand Ewa Dam. 4.60 ISWM 4nelror Manual for Osmrmeboe November 2003 I)PAFT Lal [—.._._._.._.... WAe $'r rttln Pura JUL 1 s .awns Ta les—itRanoEr For... , Pian L ,rte fila e Mn, ,JZE12- � I ,� EablhB Cvode Fltar FPbna PavedBerf"-- Praflfe View Lai Maio. on Plena -. fiadbaos'Mw. - r shad« SuAA T u1- M Arvar Frwn \ and ss, etc «d soda[,; Onlw sMua[FWw I a a h waYFmn an anw 7r resq To Paved Sulfado Plan vii Ii , �- ISWM laelp I-Woal for euruvucd. m rir;EeT_l1_ �e �'7r AeF{2Gv+s DCEbit75 trlltt7Ri,~: ANI 1CjK Ik C^..hlrL!.^: LoTR PNY GOOE5 OR CRD3NAN(70 vePArefr r � aEylii:-�N7 6E.IzvIGEB ILA IM. �j � 3 t7y w LU [� II Q N LIJ m � LLi N aaaaar� gar � '95,1 i ,(qb[5 DEWEY, a. bti&p , S¢C _ a UJI CL CL t� d M LLICIS V 110C10 OLL a LL o c� W Q CL Q REVi51ONS DATE REVISfON SHEET TITLE EROSION CONTROL RETAILS DATE., JULY 11, 2005 SCALE; 1" = 20' DRAWN BY: JDJR CHECKED BY; JDJR SHEET NO. C4C oF 5 JDJR FILE NO, i82-21-04 �gcftLi wA5k�y0EE�h54Lt4ftTL.T GRAPEVINE PARKWAY (68' RIGHT—OF--WAY) 47' BACK is BACK CaNcRETE PAWMENY NOTES 1. ALL CONSTRUCTION SHALL BE DONE IN STRICT CONFORMANCE TO THESE PLANS AND ALL APPLICABLE MUNICIPAL CODES AND STANDARDS. 2. THE. CONTRACTOR SHALL MAKE APPLICATION FOR SERVICES, OBTAIN ALL PERMITS, AND PAY ALL CHARGES. FEES, AND CONNECTfON COSTS REQUIRED FOR EACH UTILITY SERVICE.. (THESE COSTS AND FEES SHALL NOT BE INCLUDED IN THE BASE BID). 3. SEE PLUMBING AND ELECTRICAL PLANS FOR EXACT LOCATIONS AND DETAILS OF SERV€CES INTO BUILDING. 4. CONTRACTOR TO VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 5. PUBLIC WORKS INSPECTORS WILL ONLY INSPECT UTILITY SERVICE CONNECTIONS. THE BUILDING DEPARTMENT WILL INSPECT THE UTILITY SERVICE LINE FROM THE CONNECTION TO THE BUILDING. 6. WATER AND SEWER SERVICES FROM METER AND STUB ARE PRIVATE AND MUST BE INSTALLED BY A LICENSED PLUMBER UNDER THE INSPECTION OF BUILDING INSPECTIONS. CIT) 5c7ri %V NE ,aPPROv�17 AFFR7JAL POE6 WT NJT40R2E { AHr MTIORK W C \rLtcl IVT =05S GR CfCNlAW_Es, aePraTr rsnl(/c/x/�[oEvsL%\ota-�I,-r s�xvica:e oaiE.� T�I V BENCH MARK: 8JQ5 OF ELEVATION: CG -27x-2 CHISELED SOUME, END Or NORTH CURB OF GRAYSON CR. & MLL1Ai.T D. TATE Ate. ELEY 623.96 OF 7C a LLJ UJ J Z ro t�7 C UJI 3: 11 (L CD � U a CD Z z z.. T la CL CO Lit 5 2 UJI U �ES C) LL. I.- a O �aowo H U Lel O K 4. REVISIONS: PATE REMS1011 SHEET TITLE UTILITY SERVICE PLAN DATE: JULY 11, 2005 SCALL 1" = 20' DRAWN BY: JDJR CHECKED BY: JDJR SHEET No, C5 GF 5 }J — .- -- _- ,DJt FILE NO. 162-26-05 d«Ai A1a� CITY OF GRAPEVINE GENERAL NOTES: SCALE 1"-20' 0 lo' 20' 40' So' 1. The City of Grapevine's Inspector overtime poticy ailows the Contractor to work i from 7:00 a.m, to 7:00 p.m., Monday through Suturday. Any request to work on a Saturday must be made prior- to 5:00 p.m. on Thursday afternoon and will cRnFsae scnis require a minimum four (4) hour charge. The Contractor shall pay overtime Charges of $45.06 per hour to the City of Grapevine for work outs€de the normal work week (8:00 a.m. to 5:00 p.m., Monday through Friday). No work is allowed on Sundays or City holidays without written approval from the Publlc Works Director. 2, The Contractor shall be responsible for submitting a copy of the bid proposal for all public Improvements to the City of Grapevine at the pre -construction meeting. This proposal shall include unit costs, quantities and amounts. 3. The Owner/Contractor shall be responsible for paying a 57 inspection fee to the City of Grapevine at the pre --construction meeting for all public improvements. 4. The Contractor shall be responsible for providing a two (2) year, 259 Maintenance Bond to the City of Grapevine for all water, sanitary sewer, storm drainage, pavement and excavation/fill improvements within right -of --ways or easements. 5. No water jetting is allowed for water, sanitary sewer and storm drainage construction. 6. All trenches that ore excavated to a depth in excess of five (5) feet shall be excavated and maintained In a manner that meets all Occupational Safety and Health Administration (OSHA) standards. Prior to the excavation and construction of the tronch(es), the Contractor shall be responsible for submitting two (2) trench safety plans prepared by a Licensed Professional Engineer In accordance with OSHA standards. 7. All embedment and backfill shalt be wetted to approximate optimum moisture and compacted in twelve (12) inch lifts to 95% Standard Proctor density. Density tests shall be obtained for each five (5) feet of depth and for each 100 lineal feet of trench or increment thereof. The Contractor shall be responsible for submitting a copy of ail geotechnical laboratory reports/test results to the City of Grapevine. 8, The Contractor shall be responsible for contacting the City of Grapevine Building Department at (817) 410-3010 to request a Tree Preservation Inspection prior to any work commencing on the site. 9. There shall be no filling to the floodplain or dumping within the City of Grapevine without an executed *Fill" agreement, iD. The Contractor shall be responsible for recording all field changes to the plans. The project engineer shall incorporate these changes into As -Built" record drawings. 11. The Contractor shall be responsible for providing erasion control in accordance with the Erosion Control Plan prepared by the engineer end Appendix F of the City of Grapevine's Coda of Ordinances. EXISTING UTILITIES NOTES: 1. THE LOCA'RON OF ALL UNDERGROUND FACILITIES AS INDICATED ON THE PLANS ARE TAKEN FROM PUBLIC RECORDS. JD,R ENGINEERS & -- CONSULTANTS ASSUMES NO RESPONS181LITY FOR THE ACCURACY Of SUCH RECORDS AND DOES NOT GUARANTEE THAT ALC UNDERGROUND UTILITIES ARE SHOWN OR ARE LOCATED PRECISELY AS INDICATED. JUL 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE PET...... -...., ARRANGEMENTS WITH THE OWNERS OF SUCH IJNDERGROUND FACILITIES PRnR TO WORKING IN THE AREA TO CONFIRM THEIN EXACT LOCATION AND TO DETERMINE WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. 3. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDFRGROUND FACILITIES FOUND. 4. NOTIFY ID3R ENGINEERS & CONSULTANTS IF ANY UNDERGROUND UTILITIES ARE NOT iN THE LOCATIONS INDICATED ON THESE PIANS (HORIZONTALLY AND VERTICALLY) OR CONFLICT WITH ANY PROPOSED IMPROVEMENTS ASSOCIATED WITH THESE PLANS. NOTES 1. ALL CONSTRUCTION SHALL BE DONE IN STRICT CONFORMANCE TO THESE PLANS AND ALL APPLICABLE MUNICIPAL CODES AND STANDARDS. 2. THE. CONTRACTOR SHALL MAKE APPLICATION FOR SERVICES, OBTAIN ALL PERMITS, AND PAY ALL CHARGES. FEES, AND CONNECTfON COSTS REQUIRED FOR EACH UTILITY SERVICE.. (THESE COSTS AND FEES SHALL NOT BE INCLUDED IN THE BASE BID). 3. SEE PLUMBING AND ELECTRICAL PLANS FOR EXACT LOCATIONS AND DETAILS OF SERV€CES INTO BUILDING. 4. CONTRACTOR TO VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 5. PUBLIC WORKS INSPECTORS WILL ONLY INSPECT UTILITY SERVICE CONNECTIONS. THE BUILDING DEPARTMENT WILL INSPECT THE UTILITY SERVICE LINE FROM THE CONNECTION TO THE BUILDING. 6. WATER AND SEWER SERVICES FROM METER AND STUB ARE PRIVATE AND MUST BE INSTALLED BY A LICENSED PLUMBER UNDER THE INSPECTION OF BUILDING INSPECTIONS. CIT) 5c7ri %V NE ,aPPROv�17 AFFR7JAL POE6 WT NJT40R2E { AHr MTIORK W C \rLtcl IVT =05S GR CfCNlAW_Es, aePraTr rsnl(/c/x/�[oEvsL%\ota-�I,-r s�xvica:e oaiE.� T�I V BENCH MARK: 8JQ5 OF ELEVATION: CG -27x-2 CHISELED SOUME, END Or NORTH CURB OF GRAYSON CR. & MLL1Ai.T D. TATE Ate. ELEY 623.96 OF 7C a LLJ UJ J Z ro t�7 C UJI 3: 11 (L CD � U a CD Z z z.. T la CL CO Lit 5 2 UJI U �ES C) LL. I.- a O �aowo H U Lel O K 4. REVISIONS: PATE REMS1011 SHEET TITLE UTILITY SERVICE PLAN DATE: JULY 11, 2005 SCALL 1" = 20' DRAWN BY: JDJR CHECKED BY: JDJR SHEET No, C5 GF 5 }J — .- -- _- ,DJt FILE NO. 162-26-05