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HomeMy WebLinkAboutFENCE2017-4291 DATE OF ISSUANC {� - E � t S k_1 PERMIT#}: I ?4;z BUILDING PERMIT APPLICATION (PLEASE PRINT LEGIBLY—COMPLETE ENTIRE FORM) JOB ADDRESS: 317 5- 13&-5 S Pro Dr {{ SUITE # LOT: 3A BLOCK: ;SUBDIVISION: VC-1- We S T BUILDING CONTRACTOR(company name): �^ �/ _ ' / S W-0 r) „ re$ .�Ne pa CURRENT MAILING ADDRESS: /0� G S- K e1�tf ('J✓� V 9 5 7c 3 00 CITY/STATE/ZIP: P eA Ve r Co eo;_3 7 PH: # 303' GYo-914P0Fax# 30 3 -906-81$3 PROPERTYOWNER: Fei10w5k.•P ChdrCh Trver CURRENT MAILING ADDRESS: 44 s[7 N H uJ y t 9- CITY/STATE/ZIP: 7(p05 'Zl9QZ PHONE NUMBER: PROJECT VALUE: $ , , �� ,�. FIRE SPRINKLERED? YES NO WHAT TRADES WILL BE NEEDED? (Check ones that apply)ELECTRIC PLUMBING I rMECHANICAL DESCRIPTION OF WORK TO BE DONE: /y1Q/t/-&I 1310CR ASE 2 tc d''d'� L eL t (,,'5' USE OF BUILDING OR STRUCTURE: rt,!�4f a 9 r _ 46r NAME OF BUSINESS: Total Square Footage under roof: Square Footage of alteration/addition: ❑ I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to the Building Department(required for new buildings, alterations and additions) • I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: (Not required for 1&2 family dwellings) D I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. (REQUIRED FOR DEMOLITIONS,ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY,AND THAT THE DESIGN PROFESSIONALIOWNER IS RESPONSIBLE FOR OBTAINING SUCH APP OVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: Fu 11140 S K r SIGNATURE PHONE#: 3 d 3 34- fQ 5- 7 EMAIL: ❑ CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: \1)3 Permit Valuation: S 1 S 7 dco-06 Setbacks Approval to Issue Occupancy Group: 1J Fire Sprinkler: YES -- NO — Front: Electrical Division: Building Depth: Left: -- Plumbing Zoning: cc Building Width: -- Rear: w- Mechanical Occupancy Load: Right: — Plan Review Approval: Date: t' 1 (6 • 1-7 Building Permit Fee: - Site Plan Approval: t)114C" v�()1 e•1# Date: 1 &• 1 jr PIan Review Fee: 11 Fire Department: M4r14 1 --*e0 5 Date: 1 1-•1 11 Lot Drainage Fee: Public Works Department: PetW Lee Date: J• Sewer Availability Rate: Health Department: Date: Water Availability Rate: Approved for Permit: Date: Total Fees: l 5`�• �/ i11� Lot Drainage Submitted: pa u I L eel Approved: 1 $ • 1 g Total Amount Due: r F P.O.BOX 95104,GRAPEVINE.TX 76099(817)410a165 O-FORMSIOSPERWAPPLICATIONS 1102-R-11104,5106,2107.11/09,4 11���� .r FENCE, SCREENING & RETAINING WALLS A�P- .vjl C Issue Date:January 18,2018 q F* X A 5 PROJECT DESCRIPTION:Construct Stone Segmental Concrete Block MSE Retaining Wall"DCT Freeport West II" PROJECT# (817)410-3010 WWW.mygov.us FENCE-17-4291 Inspections Permits City of Grapevine P.O.Box 95104 LOCATION TENANT LEGAL Grapevine,TX 76099 Building 2 DCT Freeport West 11 DCT Fellowship West Bilk 1 (817)410-3165 Voice 3175 Bass Pro Dr. Lot 3a (817)410-3012 Fax Grapevine,TX 76051 No.586James Gibson Survey Tr 3a CONTRACTOR INFORMATION Slaton Bros Inc "*FENCE&SCREENING WALL 9025 E Kenyon Ave Ste 300 SUBMITTAL list Denver, CO 80237 *APPLICANT NAME Dustin Zuloski (303)806-8160 Phone `"APPLICANT PHONE NUMBER 303-434-1057 (303)806-8183 Fax County Tarrant (303)434-0691 Mobile FENCE& SCREENING WALL HEIGHTS 8-FEET OWNER TYPES OF CONSTRUCTION OTHER{Specify in description box} Fellowship Church Inc VALUATION 157000 2450 N Hwy 121 Zoning LI-Light Industrial Grapevine,TX 76051-2002 FEES TOTAL=$ 1,934.21 AVAILABLE INSPECTIONS ► Building Setback(required) Building Permit Fee $ 1.172.25 ► Building Foundation/Footing(required) Building Plan Review $761.96 ► Lot Drainage Inspection(required) PAYMENTS TOTAL=$1,934.21 ► Building Final(required) CONTRACTOR to[REGISTER OR RENEW] (City of Grapevine Contractor) ($761.96) Other on 1110812017 Note:CC4982 Slaton Bros Inc(Joseph Diesslin) Other on 0111812018 ($1,172.25) Note:CC4982 NOTICES ALL work must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE.Section 50 of the City of Grapevine Zoning Ordinance. and the City of Grapevine Code of Ordinances. READ AND SIGN I HEREBY CERTIFY THAT THE.FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND THAT SAID WORK WILL BE DONE IN CONFORMANCE WITH THE INFORMATION HEREIN SET FORTH AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING FEN Ad 5 2 ffLe' gll'q Signature Date MYGOV_US City of Grapevine I FENCL,SCREENING&RETAINING WALLS I FENCE-17-4291 i Printed 01/18118 at &32 a.m. Page 1 of 3 3175 Bass Pro Drive ---- Retaining Wall 1) Drawing submitted to Planning Department does not match with drawings submitted for the permit in Building Inspection Department. Drawings with Planning Department shows curb up to the retaining wall while drawing with Building Inspection shows 2'6" distance between curb and the retaining wall. If there is room between curb and retaining wall revised landscape drawing is required and shall be approved by the Planning Department, contact Albert Triplett at 817-410- 3155. 2) Show and label distance of retaining wall from the property lines on each wall section and on the site plan. The construction of complete retaining wall including foundation work, oversize excavation shall be within the property line. Label dimensions of oversize excavation and headwall on the drawing. 3) Label depth of foundation below grade level. Label height of wall from bottom of the foundation to top of the wall. 4) Provide guardrail on the retaining wall, provide guard rail detail. 5) Drawing shows "Head wall by others".This permit is for complete construction of retaining wall. Clarify for head wall construction. N ®p END -- - �� PROP. ip / I 19 I I I w4LL I IL FDC IN I 1.3' 356' OPOSED 468 LF OF I I N 28'0- R30 - - R30' R 0' y ass' R30 PROP 287.7'12'CURe 'P76, J PROPOSED 105 LF OF RETAINI WALL TO BE DESIGN +Qe' - J L g P '- 1 RETAINING WALL TO BE SIGN Fl BUILD BY GENERAL - �',P �roq• '_+ PROP. S.S. BUILD BY GENERAL 'TRACTOR. PROPOSED I I s• I - I ---- p---m p ---- ----------- MANHOLE R R2gg.5' CONTRACTOR.PROPOSED ,M GU D RAIL ALONG WALL I I L - GUARD- (REFER ARCH FOR DETAILS) I I �� --- PROP.FIRE HYDRANT W/ PROP. I (REFER T01 ARCHNFOR AD AILS) 0 15 30 So 90 BOLLARD PROTECTION PER,-� rn c R50 s• ---- -•CITY DETAILS -IRR. METER- \• 34.4'CONTRACTOR TO 11 - ROTECT POWER POLE R30' N PROP.S.S. R +•o' BEGIN GRAPHIC SCALE IN FEET RING CONSTRUCTION I +°• 2.7' I I I MANHOLE I MATCHLINE-SEE SHEET C2.2 I 4 IW ` /• I / L_E G E 1V o m � �_Pin �I 1 _ Im ��1M 11r 1� W�mas7 111� o III 1��m 1�1a ® �o®�or *>� I•twoI� Q BOLLARD I I I L, o-' PROP. 10. 25 I &f R3o0.0 I E m ELECTRIC METER .' ' 9x o-� I PP• POWER POLE GRATE PROP. PROP.-`` t.N EN INLET GRATE GRATE GRATE I 31.11,WA ''' LIGHT STANDARD P P.FIRE mvo WATER METER INLET INLET PROP.DUMPSTER I $ INLET H AN IRRIGATION CONTROL VALVE I 1n'. WATER VALVE ® ENCLOSURE (REF TO I I I icv ARCH. AND STRUCTURAL 1.2' 30.6, F.* FIRE HYDRANTPLANS FOR DETAILS) I t W% CLEANOUT RETAI NG WALL DIMENSIONS I I 5.0' n Ii Nx@ MANHOLE E APPROXIMATE PROP.RAMP(REF TO I PROP. I 'moo TRAFFIC STRAFRC IGNAL GNAL CONTROL MEA REMENTS.REFER TO I I ARCH.AND STRUCTURAL L FDC 8 I 1 LAN CAPE SETB, +moo TELEPHONE BOX POLE ANCH WALL ENGINEERING, I o PLANS FOR DETAILS) a2t.a' - I IN N 201600117 FLOOD LIGHT C PLANS FOR I iI q _ I + ( FLAG POLE S ifgqAFFlC SIGN CO STRUCTION OF WALL i I w4 1 22-INCH IRON ROD 6. PROP.FIRE I 1 _ �yr".i' i:l o' I I I m IRS W,-PACHECH KOCH'CAP SET N. HYDRANT J - 1.4' 29.5' ! (DAL) CONTROLLING MONUMENT DRAINAGE ENT 10. ze' I I PROP.SAN.SEWER_ ' Rz ---- PROPERTY LINE (INST.NO - I I'Oi - - --- PROPOSED 240 LF OF x FENCE p'b -'DOUBLE CLEANOUT I IRETAINING WALL TO BE I I PROP.SAN. SEWER I PROP.RAMP (REF TO IDESIGN BUILD BY ® COORDINATE DESIGNATION I DOUBLE CLEANOUT �p ARCH.AND STRUCTURAL I G'GENERAL CONTRACTOR, x PROPOSED FENCE WARNING!I! N- 2a.0` PROPOSED 15.7 LF OF PLANS FOR DETAILS) PROPOSED GUARD RAIL RELA RETAINING WALL TO I EXISTING OVERHEAD/UNDERGROUND I o ALONG WALL(REFER GENERAL NOTES BE DESIGN BUILD BY TELEPHONE,ELECTRIC AND UNDERGROUND PROP.TRANSFORMER-/ n- TO ARCH FOR DETAILS); s GENERAL CONTRACTOR GAS AND FIBER OPTIC UTILITIES IN THE AREA. LOCATION 13 I 1. REFER TO SHEET CO.1 FOR GENERAL NOTES. I I I I CONTACT UTILITY 48 HOURS PRIOR TO (REFER TO ELEC.) ®-I Ss CONSTRUCTION AT 1-800-DIG-TESS. j Iq-I c I I�. R PROTECT POWER P I m II u I = _ _DURING CONSTRUCTION - I o I _ l PP(a) 10. m:I I I PROPOSED BLDG.-2 -_ I • W/TRANS. (111.012 .5' 16.0 gas' &L!CONDUIT 10.9, 30.5, 19.5 4�0• R I mum I 1.7' Z7' I I N. ILM AU'O(94W5» 10.0' i i�L 11.3. c 4 PART OF - GRATEF I I I FELLOWSHIP OF LAS CO11NA5 FIR aELANE - F,EINPaV. (VOL 94091,PG 1650) LA 27.8' • I V CP' LE WIDTH I (VOL 11578.PG.1111) r INLET I ON Exa-�--m-.4 PROJEC LOCATION / R2.5'I 85,PC.2220) I TYP II _ I g' INSET 2 -I I I TARRANT COON1 0a0PUIN I b I - I ® (REF DFTAL 2 ®-I to' WLL I BETHEL 1NAPSCO 11A EASEMENT I I 'R SHEET C2.3) p' 27.3' it (INST.NO. I I 7� wT3 I VICINITYMAP D204303185) I i I I 0 I I I (NOT TO SCALE) INSET 1 10 SEWAGE LIFT STATION I I v ---- (REF.DETNL 1 - --- - AND uT1u1r EASEMENT-�-f• �� , gIEET C23) _"__ _ _ I I RI I I ALL DIMENSIONS ARE TO (VOL tas8a.Pc.35s) NI BACK-OF-CURB UNLESS d unun EASEMENT I I III I R2 I PROP 15' WAI'�` I I I¢Ig I I OTHERWISE NOki (INST.NO.D204303185) I 11. 1Y I I s I _ EASEMENT_ "I _ -- -_ _ _ I I s N - _ 92 25'XSO'ACCESS EASEMENT _ •. ~! _ L f.• I I I R (INST.NO.D204303185) I p�p p�s fI I 1 m I y1 ¢¢ 1 P PROP. STORM !R R ! 8 SPACES O 9'-725' I 8.0' B•SPALF3 9'=725 m 9.0'8.0'9.5'8.0'95'9.0'B.G.� Q 9 PACES O 9'=81. 8.0' 9 SPACES O 8'=81.5 R P RyTO'I Ty19� I I. PROP SEWER MANHOLE 12• I, R3 1 4.2' ja�W1�t BEGIN ' 1.0' _ 26.6' I I COFJCRETI: - OF TE•L-111 �- WALL ------ -- - -- ----- ---- ----- --- -- + -- - 9'� ( I PROP.FIRE + R2.5' I PROP. PROP.FIRE I R2.5' HYDRANT S' I TYP HYDRANT :d °', e CONNECT TO EX. TYP _ I z L-_- yl. mW� CLAYfON J.STROLLE PAVEMENT I• I I HYDRANT- ---- ---- - - --- ---*^ -- -- ---- - LL 11 � I 108906 L----- I I R30 a I 12 SPACES o I S R30'I 1 0' CONTRACTOR TO 9'=IOg.O' I 8.0' 11 SPACES O 9' 100.0' 8.0' SPACES O 9' f09.0' 8.0' 12 SPACES O 9' 109.0' 71.5' I Ie a V I m PROTECT POWER POLE b I I I I ?4s• c r I _ �L -- I A DURING CONSTRUCTIONPROP. ---".J- ---- --- ae umno siarol - - `---- m I: (NE THE SEAL APPEAWNG ON THIS DOCUMENT WAS - --- -- "11• I I ° I AUTHDRIM BY CLAYTON J.STROL E,P.E.108906 ON (8 I �Dfr.MMEIER----- I PROP. PROP. PROP.TYPE 7 BFR a6-os-2ED7 ALTERATION of A SEALED DOCUMENT I41. CURB INLET CONTRACTOR TO CURB INLET (REFER TO SHEET 119. I- WITHOUT PROPER N011FlCARDN ID THE RESPONSIBLE 50'PRIVATE ACCESS PROP. CONTRACTOR TO EASEMENT ;.a IRR.METER PROTECT POWER POLE PROTECT POWER POLE PED-12A FOR TXDOT R1a,3. •I R7 ENGINEER IS AN OFFENSE UNDER THE TExAS �J q ENGINEER PRACTICE ACT. (INST. 0.D20504B i47) I I a` DURING CONSTRUCTION I PP W/ DURING CONSTRUCTION •+u+ I O H a (INST. O,0207195380) I�' ti PROP. "PANS. = 7.s' CURB RAMP DETAILS) - - -- Le conO IIT _ any _ SaU� w•-- -wu PROPERTY CORNER - • - "` 2 --97�-- - -- a SIGN ,. PROPOSED 6'r SIDEWALK PP _te `==q..�--- ^-"------ - --- - ----r L1 I 'LF OF 7S PROPOSED 6'SIDEWALK. PROP 6 B LF OF N- �- '- -- ���• 110.J• -- L21- +"at . 1 CONNECT TO EX. (REFER TO CITY CONC.CURB&GUTTER A-601W •=536.1t BASSPRO DR/l/E I 1 -� -- .- . RM' • RELOCATE POWER a 'e' _ s HE PAVEMENT .SIDEWALK DETAILS) -i= POLE,CONTRACTOR �< INSTALL RELOCATED n ._ 1s - �"00M�• CURB INLET TO COORDINATE WITH .0"M • e ELEC �.,� FRANCHISE UTILITY W ^ p��T T� }.ENO ALIT _ ---Y°- I StO7�IF1•IC 17T7 I�VILY ' - - SINGLETON ON ". ' 1 ✓OHN GIBBON S!� x E O ZONING 7HOMPS ti G ORDINANCE.. I E}..y. I `? ® m/1o/tote RETAINING WALL DIMENSIONS(fiOlunBc mSPEcnox COMMENT) 4. ' CITY A PROVED •. E .4 'A --- � I +0/O8/2017 RAISE SITE 6- a PLANS TO B NO. DATE REVISION T • THE JOB SITE AT KEPT ON CONTRACTOR ShALL CA" FOR ALL CHANGES REQUIRE 7557 RAMeIER ROAD,SUITE 5.30 0 ALL TIMES I7�p Pacheco Koch DALLA6.TX 7523, 972235.3031 w APPROVAL -"." __ TX REG.TX REG.SURYEI7NGNEENG FIRM LS-10793805 INSPECTIONS: 5 DATE: 1 ' f��1 BY. p (817) 410-SD1D REVISED PLANS DIMENSIONAL CONTROL PLAN D DCT FELLOWSHIP WEST PHASE 11 BUILDING INSPECTION DIVISION: ***#*'*'`**'`******'`*****'�'�*****`` WAREHOUSE ADDITION RELEASE DOES NOT APPLY TO CONSTRUCTION IN CONTRACTOR REGISTRATION BASS PRO DRIVE <� EASEMENTS OR PUBLIC RIGHT-OF-WAY, APPROVED WILL BE REVOKED UPON PLANS SHALL BE lTYOFGRAPEVINE, TARRAN,tCptllYrr,.T ALL CHANGES MUST BE APPROVED PERMIT EXPIRATION. ON 4IOBSITEfTALL11i1lIES DESIGN DRAWN DATE SCALE ND i1 �Ry �'3 CJS AJC AUG 1--30' SAN ��� .?ri s� A.3/g� i.� _ r1Wv t "DcT � 1yw o I (� a 98c3 PROP VARIABLE Y RETAINING WALL DIMENSIONS INSTALL TYPE"B"HEADWALLL "x WIDTH DRAINAGE ZONE "AE" ARE APPROXIMATE WITH 150 SF OF 8"ROCK RIP. EASEMENT "I (SEE NOTE 2) MEASUREMENTS.REFER TO RAP ON FILTER FABRIC(REF PROPOSED 454 LF OF , INSTALL TYPE"B"HEADWALL I' ANCHOR WALL ENGINEERING, TO SHEET C4.9 FOR DETAILS PROP VARIABLE RETAINING WALL.TO BE DESIGtJ U I LLC PLANS FOR WDTH DRAINAGE BUILD BY GENERAL ` WTH 920 SF OF B"ROCK RIP I� CONSTRUCTION OF WALL EASEMENT CONTRACTOR. PROPOSED - - RAP ON FILTER FABRIC(REF LOT GUARD RAN ALONG WALL TO SHEET C4.7 FOR DETAILS WATER OAKS BLOCK T CENTER I§ N PRIDPOSm�100-YRWN -C;>i-r; I o 15 3o sa 90 ® ® REFER TO ARCH FOR DETAILS P. 20' WIDE DRAINAGE (9Nsr.110.D215o415sx) I I I ( } RACT 2 pRGPOSED GRAPHIC SCALE IN FEET 11 i- 96.a' m I m :y ®®k�550.1' -Iw7 - ' f"i-'/■N�rsD ct 7T.9' /-IP.F EASEMENT AGREEMENT L_EE=cs IE=r-1 0 IRE -- - BEGIN I ' BOLLARD _ .. I BEGIN pp. ELECTRIC METER LL PROPERTY CORNER i END -- F ---- ----_--- ------ -= BEGIN BEGIN TRANSITION PROPERTY CORNER r, POWER POLE U l BEGI TRANSITION p e 18"CURB - - 5LIGHT II WALL 4 0 1B"CUw u a A A 309.0'LF OF IB'CURB PER DETAIL 1,SHEET c3.0 �yo TO 18"CURB I I WATER STANDARD RD pp(a) I __?- _--- - -----4'LANDSCAPE_ ----�---� ----- ZONE 'X� "• WATER VALVE _ emnn=scre.ae� END 1B'CURB-J---- �}-- 1n - --- AREA __85.a' -- - >5 I ia. IRRIGATION CONTROL VALVE R30' �-- - - - ---- -- R50 I (SEE NOTE 2) co. CFIRE LEANOUT v PROP.DUMPSTER R30� - y I i ImOO MANHOLE END 12" RB ENCLOSURE (REF TO I may. isco TRAFFIC SIGNAL CONTROL P FIRE I ! ARCH.AND H4.5• I �. TRAFFIC SIGNAL POLE APPROXIMAIE'LJMIiS OF YDRANT 1 _ _ CITY OF GRAPEMN'�>�R i II I I, STRUCTURAL PLANS I Y.. FLOOD LIGHT BOX FLOOOP ULTIMATE PER 00-YEAR f I . I ,Ati' I FOR DETAILS) a5.o' 32.0' 1a.s' PROP.FIRE a PROP 15' WATER a6' HYDRANT I 'P FLAG POLE KOCH STUDY DATED I I I -_- ,1%2FINCH SIGN ROD 07-25-2017 I i I I I NgT S EASEMENT I I IRS) W/"PACHECH KOCH"CAP SET (REF:DETAIL 5 PROP.RAMP(REF TO (GN. CONTROLLING MONUMENT 4" I SHEET C2.3) ARCH.AND STRUCTURAL I PROPERTY LINE LOT 1,am 1 I I I I I PLANS FOR DETAILS) WATER OAKS ELEtNT CENTER s I I I I I I x FENCE MST.N0.0215041572) ® COORDINATE DESIGNATION trrr��� __JJ__ Ja x PROPOSED FENCE 5 I �T PROP. { GRATE INLET I z d p 201.22' ® II I I I 1 0'Z Z z GENERAL NOTES _ _ __ V _- INSTALL 195 SF OF 0 I m `D ANA E,EASEMENT a a N 1. REFER TO SHEET COA FOR GENERAL NOTES. ----_----- .12"ROCK RIP RAP REFERO DETAIL 1- _ - I n N ON FILTER FABRIC SHEET C5.4 FOR' I N I {IN T. N ¢m (REF TO SHEET 1j ECIFICGRAV L I I Ir C4.8 FOR DETAILS Lr I I PROP. SAN.SEWER I I I I I LI _ DOUBLE CLEANOUT I I } 10'UTIUTY EASEMENT 1 I V., NST.NO.0207195455) I r PROP.CURB ^ O. e INLET Fti'PROP SLOPED END 24.0' 1, I' 230.0'. 10&0, 24.0' 55.5' q I N a L_ * 1®� TREATMENT RELq E RELAN a m m o DRAINAGE EASEMENT INSTALL 175 SF OF - I I G o z ®�-(INST.NO.D207195455) I 12"ROCK RIP RAP I I I o I �'�.o ON FILTER FABRIC- U ® m m , PROJEC LO (REF TO SHEET ! 201E"I� 0. I I C4.8 FOR DETAILS Ie (SE NOTE 2) PROPOSED BLDG.-3 PROP. (82,923� GRATE INLET I PP(8 I I I 1. I ROP 15' WATER I 128M A TRACT(seam*7 1+ I EASEMENT I ( PART OF I n ■ I FELLOW911P OF LAS COLINAS I ,-BII I I c I (VOL 940 91.Pa 1680) (VOL 11578,PG 1111) I op.cuRe I I I I I V/CINITYMAP y® I I fl i I INLET a I o I I I (NOT TO SCALE) ,® I (PROP SLOPED END , 'l �sI I I I ALL DIMENSIONS ARE TO TREATMENT - I m ( BACK-OF-CURB UNLESS 11 INSTALL 1200 SF © OF I f OTHERWISE NOTED 12"ROCK RIP RAP I I MI WARNING!!! LEFT5.BLOCK 2 I J I ON FILTER FABRIC I I EXISTING OVERHEAD/UNDERGROUND GENESIS ADDITION I I I (REF TO SHEET C4.7 w TELEPHONE,ELECTRIC AND UNDERGROUND I (MSf.N0.D2071G5455) I 15 I I FOR DETAILS I I g I ' PROP.SAN. SEWER GAS AND FIBER OPTIC UTILITIES IN THE AREA. ,o DOUBLE CLEANOUT CONTACT UTILITY 48 HOURS PRIOR TO LArV 11 CONSTRUCTION AT 1-800-DIG-TESS.M1 1-I END WALE �"' BEGIN 12"CURB GRATE INLET ta.6' III�s• u -Kid PROPERTY CORNER + i ..-'`ti•'s. ,,•• , I PROP.RAMP(REF TO I tat' r _ �T C2.3 4 ARCH.AND STRUCTURAL _ _ ._�) {L4YRDN d.41HOLIN PROP SLOPED END';"�+;y;<:, . PROP.S I ) PLANS FOR DETAILS) pR .FIRE T 1 'TREATMENT 't ` MANH E I I PROP 15' WATER PROP.- T HYD NI I h ( PROPERTY CORNER • I EASEMENT TRANSFORMER ao.0 ¢° 1_PROP 15' WATER SIO t�;�.vs 7w BLOCK q PROP. PAD t.3' o_-Ss.O' MmT -IRON IRON R' - (NST.N0.DADDITION S) ® I I I I ®I I �'T -'DOM.METER �� E. I Yt/PACHECO K 'r THE SEAL APPEARING ON THIS DOCUMENT WAS ,\ PROP. I CAP FOUND AUTHORIZED er CLAYWN J.snBxSE,P.E.I08906 ON END ` I t tl I OB-03-201z ALTERATION OF A SEALED DOCUMENT (B I m 2604LL I I R30 - FDC 4N R30' 1.3' .6` ENGINEERRIISEAN OFFFEENSE UNDER THE TEXAS0TEXAASS PROPOSED 468 LF OFTLS' R30 P - L 'Pi� R O' R RETAINING WALL TO BE DESIGN 10E' PROP 287.Y 12'CURB s, J OPO'ED 1 5 IF OF ENGINEERING PRACTICE ACT. q J e - '+ s PROP S RETANINI$!-WALL V BE DESIGN BUILD BY GENERAL 4roe CONTRACTOR.PROPOSED GUARD RAIL ALONG WALL I ' / I I _L-- m---m o MANH-- --. RS R299.5' +COsulN DOWSED (REFER TO ARCH FOR DETAILS) I -- PROP.FIRE HYDRANT W/ -- - -------- s, _ _ BOLLARD PROTECTION PER m PROP._ ARD RAIL A ��ETE !�+ oETA1ss] Ii R -- CITY DETAILSt.daB GIN `- CONTRACTOR TO•-� I CITY R3 I PROTECT POWER POLE R30' PROP. S.S. I DURING CONSTRUCTION I ri00.. 2.7 i MANHOLE T 4' ZONE -AE' I R CONSTRUC I I 4 Iwo /' I /� 1 0 E RETAINRNC WMi dNEMSNM -G_w w Iee�IIII�IIII�I1I�I11I� y e to 1/05/2018 RETAINING WALL DIMENSIONS PROVIDED IN RELATION TO PL y (SEE NOTE 2) I gl ° �p PROP. !I MATCHLINE-SEE SHEET C2.1 R3�' 1 T 12/15/2017 SHIFTED CURB SOUTH 0.5' a 10.4 1tj"" I `� GRATE c Pkur.- + I 1.0' EN Ir 10/20/2017 INCREASE SIZE OF RIP-RAP(d1Y COMMENT) INLET S E B Or: GRATE GRATE 31.1'WA 10/00/2017 RAISE 11 6" y ROP. DUMPSTER ��L INLET ' HYDRANPROP RE 3 CLOSURE (REF TO RELEASE OES NOR--AUTHORIZE ANY S 09/OS/2017 INCREASED CURB 70 18'IN HEIGHT 08/J1/2017 ADDED GRAVEL AROUND LIFT suns+ NL NO. DATE REVISION CONFLICT WITH THE BUILDING CODE OR ZONING 11C*14 E Pacheco Koch 7551 RAMBLER RDA➢ SLIDE 1. DNLAS,TX 75231 972.235.3031 0 c6 ---TX REG ENgNEEftINC FIRMF-14a39 -N CITY APPROVED PLANS TO BE KE ON =UR4[TN(G RRM IS_,D,9y05 THE JOB SITE AT ALL TIMES DIMENSIONAL CONTROL PLAN p DCT FELLOWSHIP WEST PHASE 11 WAREHOUSE ADDITION j DATE: 16 ' _ __- BY: BASS PRO DRIVE BUILDING INSPECTION DIVISION: CITYOFGRAPEVINE, TARRANT COUNTY, TEXA wo RELEASE DOES NOT APPLY TO CONSTRUCTION IN DESIGN DRAWN DATE SCALE NOTES FLE NO. s EASEMENTS OR PUBLIC RIGHT-OF-WAY. GJS AJC AUG 1•_3D' c2.2 ' • w 4,152- �.. - PRovily� Redls'cErt Et•14 )w1C-L:R Se.taLE� 1N f — 1 s 526 AN►fl StGcNC� 2�'1f�1Y41hlCr WALL iv450eetlIv>~i NocRCli� _ #"1.�� �= Pop-t At4 Y L��� JG OF FULL- D 25 SD ,DD ,5D T �. LOT 1,N acT1 1 '•,\\Ir wt 524 � /P # 1 } {1 1FR oaa EvaNr,n+TET:N l "Am'"• 0 454 LF aF wau . _ 9 :P �_� pNST.N0.DM6041532) a' [����rry,�j7r L - �t 1� _` /� +{ GRAPHIC SCALE IN FEET � - � �/ Y[£NE&AL CONTRACTOR - / .� I ups--.i ME \7"'+[,7V 1 K%Cr Lj 1 J I-L CO N%G • J p 1 I�P ,�� __ ® �� /l ' I5 x°=� _ _ —1-Qa=— — °� 1 A���D r7 • E: ELECTRIC METER 9!e Q� — — — vv BOLLARD ice[ N JF POLE WOC—1.GRAPEVINE,LLC I — • (SEE N ITE LIGHTRSTANDARD 7 ,! (INST.N0.D21 4 203 6 9 4) I n ) �"-r W! / (9�N07E 4) u5 r� _—� r !I!WARNING!!! .+o WATER METER Y 1 Mpl•IAT[rule v - ,l NDERGROUND WATER CITY Q F Lu His°AND UNDERGROUND �• RR GATIONLVE ENTREE VALVF� 1 ° T•e P I e C U71UTIES IN THE AREA. x+0 FIRE HYDRANT ct I I P I � i / s RELEASED FOR _ G TO x o MANHOLE ANHOCLEAN E 0 Y® N J _o IG S. 1scO iRAFFICESIGNAL CONTROL , l I! xzr TRAFFIC SIGNAL POLE 1 _1 N •+J°I ,• aq9 /�a ` >` v 1FED TELEPHONE BOX l I � >� v SHEET: OF: � FLAG FLOOD LIGHT � s/0*a�g Bm_z /" 2 okiaR �ce•r�, �'. D .a • P1� TRAFF COSIGN y _ 20T_2z' 1 • — I PROPOSED 0 -- �� 91R5 1/2-INCH IRON ROD o RELEASE DOES NOT AUTHORIZE ANY WORK IN W/"PACHECH KOCH"CAP S = TRACT 1 , . r (C.M.) CONTROLLING MONUMENT a (66a�5�,�j + CQ iCT WITH THE BUILDING CODE OR ZONING ORDINANCE. ——%0 FROPERTY LINE `. a` r PART Or- v,+ �`_ e�.� FELLOWSHIP OF LAS COLINAS FaLGWSHIP LA5 couxa5 "' I a (VOL 04091.PC.1680) 6 OVERHEAD UTILITY LINE 13 (wL.Lt 578,PG.1Ion) ~�-�f— �'ff� ('�'L 5 17t 6�,zze EXIST SPO— EXIST TUELEVATION l 1 lluu .I-� s:��--a- UR G� bPPROVED PLANS TO BE KEPT ON •— E%IST TOP OF CURB ELEVATION / BLDG.F.F.E�S41.60�' l'n• v \ ." I �/ �r � � EXIST GUTTER ELEVATION �� I _� THE JOB SITE AT ALL TIMES ~•�� PROPOSED CONTOUR r• A�1 /I •/pJ r TC 614.50 PROPOSED TOP OF CURB ELEVATION j• ,� �� N ������A� / f j) ! 4�' � �,^ G 614�.00 st PROPOSED GUTTER ELEVATION ry/� ( ` EL 614.25 �_ DATE: 1 I &t O PROPOSED SPOT ELEVATION 5 ff p N�: q I •�., , ( -� 54- I , i I PROPOSED 277 LF BY: �k BUILDING INSPECTION DIVISION: MAODH EXISTING GRADE • 7W 614.50 PROPOSED GROUND ELEVATION AT DOLE 9C•AIDED� �'."�a ^ �" > �a EL 61� BOTTOM OF WALL (SEE NDIE� . j I !� I . �I i RELEASE DOES NOT APPLY TO CONSTRUCTION IN PBOP08ED FWA L ' ,:em t / •1 tF �N - r! I ,' / -F56 >� x PROPOSED FENCE ICI�J��iN l l f l I EASEMENTS OR PUBLIC RIGHT-OF-WAY.1' j r,J • I i I � j� �•� PROPOSED DRAINAGE FLOW DIRECTION y , 556 ,� `�. �. "` ALL CHANGE.. - ST BE APPROVED ®= PROPOSED 100-YR FLOOOPLAIN OMITS PRO 315 LF I '1 REPOSED 105 LF CF -� PROPOSED WALL POSED � PROPOSED 12"CURB ADDIMS BLDCIf 2 '6 OF 12"CURB 1 WALL BY GENERAL (REF DETAIL 3,SHEET Cfi.1) yti �L'[//,fl0.�D/,2/0'7��1:9�f5){4��5�-5(-3' • -_ / ,�(. 5 CONTRACTOR f hryy~�iry�IL 4 Il Yisfi• ln 1 `a r f �I - �...—' .. `.�^•• 'I`�1` � �� ,I.. - __ �. f ii ++ �{�. � (INST.ND, Stu / F S } GRADING&DRAINAGE GENERAL NOTES �SaE°VT•I / `U ,jgE 1 'Ir I"�• 1 a �g,.� a !'{, �.,�i,I ..' ' ,�«'' ty 1 1. REFER TO SHEET CO.1 FOR GRADING&DRAINAGE GENERAL NOTES. L I co. IF D WALt ��cs, { .x ." <' } rANDxnve ' ( Hd]D60J1-! _ � Lori DRf�Ir1C �f�pQcvC-s� �.?1^tH �w,L PLfln1S NL�� � J•!lr C e WIT' PGR P uL L%-e I 14• t1) A,nrrlrl•Te riffs v " - _ - '+ PROPOSED 240 LF OF"1 �k`' �'r* f� I J ) ' ^',1Jet / r LL r /� WALL BY GENERAL f/���� - •j - - ao-,cw nmm�rw�- �5 •• t�' -ate' • PROPOSED BM-2 - CENITFACTCNt - -•• -- y �d �+ (111,012 SF) )�]�/,� ��` �Po 108906 \/� /".K �, / 11F OE - 47 -� —yam . / IYLQ7a ACRES(6s4n6 sO �,rf ~F� a T.xa a rN.) J 11 1 OF' yy rt. 'L FETIAWSHIP OF LAS COLINAS -3 7 +• 2 THE SEAL APPEARING ON THIS DOCUMENT WAS I E - - ) is -) AuhIORIhD fir f1AYRx,d S,F l7 t�Ali W L 94091,PG.I660 I J ✓ DUE P.E 108906 LOT _ (VOL 11578,PC.1111) ' e - 08-03-2017.ALTERATION OF A SEALED DOCUMENT f' ) V I+ r + P .d I , I 11 1 11111-•. I f ENGINEERING LNG PR CTICE ARg1 TO THE R6PON9ENT BUIE BLDG.F.F.E=541.80 T 1 WEST LLC ENGINEER IS AN OFFENSE UNDER THE TEXAS �• 1� arssl7 $ I .f' I " •� - NST.NO-20150022<807) ExgNEERING PRACTICE ACT. YYY {V/ �� rl -j D 6 RE'tfl1Nh.14 WALL co,+1�5^IQt�c-tlont wl"tN1�.1 "c}1C fit.' ( —A — -t c WALL —1 C 5L-t�l C N P+�.1 E�1 c Ro A N�1C-�•1•t S c�F riG�U �• ' md*.� J� —. '19W 1r 11A1FR � --. __- : V h _ _ , z. —_ �, 1r • - i t-410 A 2�J A c Ew-t p2om-OT-1 )%PP'2aycD la PAVE Cl'" ILL - - — 6 — LCL )ePt1f3uc WDRY_S SPAM le - I •f; ��+ _ ••w �TM PAC `r —— K�T ^' ND. DATE REVISION 1 '�� _ -• �- �•• ——— —�— DYST�N3 2a1�•:fi�q— 7557 RAMBLER ROAD.SUITE 140D a® 5 �• _ Pacheco Koch o /y }538 539 OALLAS�TX 75231 972235.3031 OL �pp i•s r •N 1 4. r i° �#'+' �• ' - �{_.. _ - - _ - I' T%REC.ENGINEERING FIRM F-14439 N —i— Y s,Tg mist ac•ex� ssBEs�"b>msD ' r �A -� fM;i•K - - ••`p ,r-� BENCH MARK LIST Tx REG.SURVEYING FIRM LS-, 5 m co Q. - zr asa h.r cv-E W7TN'- IRAM1SSPRO R/VE sx, -t'' <<- f I sY P•c •536 s`p rT•i 8 11V - '•- �, � GRAPEVINE CMA 3 9'ALUMINUM ROD PATH CAP SET,0.8'BELOW ACCESS 0 0 aE�X 1 m'-- - .T-- �� �• qrY f c •• f� - COVEN, ACCESS COVER IS STAMPED CITY OF i ��-�- •g ^N --� iz.. s17 RM R141,7 • GRAPEVINE,MON.3".MONUMENT IS LOCATED AT THE �V INSI ESTHE GRAPEMN E'URLIC WORK FAIRLY. BROOK E]EW590.51 CRAPEMNE CM!7 12'ALUMINUM ROD NTH CAP SET 0.8'BELOW ACCESS o mo I COVER.ACCESS COVER IS STAMPED, CITY OF /�f���J{-� 4 iy�/ /��[� /fi (��\ �y ��\.� { c [`�( 2 GRAPEVINE,STATI MON. OF THE C PS OF 7'.MONUMENT 15 LOCATED AT THE R. A QQ ROVAL L/F L, t 7 V T (31RAMN%ME �I�' rJ�"7 Q { CiT{ \s ■ VS-1 'V� •���1�� �� �����' TTHHETMGWLMNE NLAKE HEADQUARTERS ON N FAIRWAY DESl6N DRAWN SCALE NOTES FlLE d�� DRIVE.(I10 FAIRWAY ORIVE) 1 t�1 ^G•C 10 1�1 D Q�N1 1J••t RE 2 11.1 1.L F 1 �- E l L 1 1t� EIEV=585.76 CJS AJC zii 1•-so' C3.0 I C OF G PEVINE PR01- S �i'- D S1- �' - NTAL RETAINING W s L S OR C STRU TION J1ViFEms: J M _ _ RELEASE DOES NOT AUT (fR ORK IN CONFLICT WITH THE BUILDING C FELL W HIP WPHA,SE I NCI ORDINANCE. _ FST CITY APPROVED PLAN 1 B EPT ON THE JOB SITE A 46-�Rmi S _ XAS DATE: 1 a !6 1 cc J R o Gl �A` PEVINE z a BUILDING INSPECTI DIVISIO BACKFILL PLACEMENT NOTES l'I `'r'P0`'61t0"'"� - `• RNJ t' L C ON Rn ST I{ 1. Segmental -i _ ,- • - ---- FW TION IN 1 Place reinforced backfill.spread and compact in a manner thatwill minimize Slack the re nforcement r' " � -. ..... _-��n f�, 1. Segmental Concrete Facing Units: Anchor Diamond Pro Retaining Wall Units"as manufactured by Jewell Concrete Products under license 2, Place fill within the reinforced zone and compact in lifts not exceeding 6 inches(loose thekness)where hand-ep-ted compaction equipment is used,and not exceeding fI - - - - -'S\tl:-.a•-- '` I �"(� from Anchor Wall Systems. Inches loose thickness where heavy, propelled compaction cis used. •-Tr_-r---cr=-_ - =r�.: ------ -- - "'1' '- --- GHT-0OF Y. 2 Geosynthetic Soil Reinforcement:Mimgrid 3XT,as shown on the Drawings. ( ) y prop. p equipment a. Only lightweight hand-operated compaction equipment is allowed within 4 feet of the back of the retaining wall units.If unable N achieve minimum comp.dion ?. - - l ,�yA, 3. Leveling Pad Base 1 I - ------- --------------- - U BE APP a. Aggregate Base:Crushed stone or granular fill meeting the following gradation as datem fined In accordance with ASTM D448: requirements replace the reinforced soil in this zone with drainage aggregate.aerial. __ - - - -r ---- OVER pa quiremen t Sieve Size Percent Passing 3. Minimum Compaction Re his Fill 95erinthe Reinforced Zone: 1 Inch 100 Walls less than 15 fast high:Compact W 95 percent of the soil's standard Procter maximum dry density(ASTM 0698)for the entire wall height I .J !;U!)/f r •r/ �WALL 7 ` 1' - b. Walls at Let 15 feet high but less than 30 feet high:Change compaction requirements to 98%ofthe soil's standard Proctor maximum dry density(ASTM D698)for or EEp??/(/)lJ I - - No 35 W 70 depths bet-15 feet _ ' -�-�-�-� -_IT j S DESIGN ENGINEER: ' IN JUE C.tRRSON No.40 10 to 35 Compaction requirements far Till laced behind the reinforced wit zone shall be specified b the Project Geotechnixal Engineer but al no time should be(ass than 95%of _-_pat quiremen p p y j g No.200 310 10 c. - - - - .y.-r the standard Procer density(ASTM D698). /J nR I '"'' ) rx.svr r - _ I _ TEXAS REGISTRATION: b. Base Thickness:6 inches(min ompacled thickness), d. Increase com ction requirements for mterin Its with Slope heights at the back of the reinforced soil zone ter than 5 feet above file to (wail.Verily coon 1 - 1 S'--+Y �9� - I - pa quiremen 9rva pe 9 Brea Po dY cempa Ij( �J1"%r I 1121110 4. Drainage Aggregae:Clean crushed stone or granular fill meeting the following gradation as determined in accordance with ASTM 0448. requirements with the Project Geetechnical Engineer. 'I - It--�1 I ss I ty°•'i"�,-i ) 5,1 •' r. I Sieve Size Percent Passiry Utility Trench Backfill:Compactutilitytrench backfill in,balm.orin frontline reinforcedsoil zonate 100percentofthe wil'sstandard Proctormaximumdir density 1 r� 7 Inch 700 a (ASTM D598),or as recommended by the Project Geotechnical Engineer. It (ASTM ': _ - �•� I e -_ -=(�OF 7'E v1y 3141nch 75 to 100 f. Moisture Content Withm2 percentage is of then moisture content for all wall heights. - _ J / r ( - I - qP:•'^""•.;1,Q 11 percen fie points optimum coos g __ No.40 Old 50 N.4 Otero g These notes may be changed based an recommendations by the Project Geatechnica]Eng need. ____ r I I� = - t y: No.400 Olds 4. At the and of ea eh days operation,slope the last level of compacted backfill away from the interior(concealed)face of the wall to direct surface water mnoff away from the t' ��/// -,'�I i - _,__ - - 1-,j __ ................ .'.�� 1-. / r. S. Reinforced Backfill:"Select Fill"wit free of o d debris and consistin f either GP,GW,SP,SW,SM,SC,or CL wall face. ' ' LARSCff rgan cs an go type classified In pens g fie s y retainingsystem.The General Contractor Is responsible for ibl, that the finished,Site dire at directed adja from the retalnln II I ! 1 __ 11 I ccodance with ASTM 02487 and the USCS Classification Sysem. b. In addition,the General Contractor is res tale for ensunn that surface water runofttrom adjacent construction areas not allowed to enter the retainin wall area of a.a The firre fraction of the reinforced fill shall have a plasticity Index less than 15(PI<15). ponsi g 1 g we Ia_.._ (,'I the construction site. _ ! b. Unsuitable sells are organic so Is and those w fe d-Ified as CH OH MH,ML,OL or PT .{ I 6. Iraervlies Mated.'CIS sot(Permeability of Man lOac rother barrier Sell revert rwlaho into wit S. Ifaonshuction ofthe segmental retaining wallist,take place when the Sell is susceptible to freezing allsn-,c.and frozen sell must be removed below the foundation of - _ _ _ \tux` A Z ny y (p rm dy f nJsep)o p pe n n the wall system prior W placed any structural fill.Once clear of frozen sofls,the feund,11-sells must be protected from subsequent freezing.The foundation -id ad zone of the retaining wall. a extend from the front of the black W the rear ofthe reinforced cog zone.The ezcavation will need W be properly oversized(per General Note/R3)to provide lateral support i ' •-� J _ _,-_ _ _ )'-I 7. Drainage Pipe:PerforzWd or slotWd PVC or corrugated HDPE pipe manufactured in accordance with D3034 andlor ASTM F405.The pipe shall for the new,unfrozen strudurel NI soils.Providin d a safe backs for const.ction will si ficantl the size ofthe exeav28on.The entire 1 'L_ii t - g oversizmg an pe gni y increase ( l I -I'-1 isu�si s r be covered withaknitled or non-woven geotextile flterfabric to function as afilWr, 111 U� -- �,ea-oeo,o�._e '- 8. Construction Adhesive:Exterior grade adhesive as recommended by the retaining well manufacturer, excavation,inclutling side walls,will require protection against freezing. )•_I -- _ I S9 6. Any structural fill placed must be kept from freezing,requiring the use of frost blankets and good winter construction practices.Generally,winter constwo✓'on requires th .�s L;1yF��TS t..., import ofnon frost susceptible roils typically dean sand andlorgravel.Any structural fill found Wbe frozen on subsequentdays of construction must be removed and I t, , Fri replaced prior to placing additional fill. 1 i - J 6 1 11jjj 4 4 FOUNDATION SOIL NOTES ' I I RI 1. Excavate foundation wit as requ red for rooting or base dimension shown on the Drawings,or as directed by the Project Geotachn cal Engineer, CAP UNIT INSTALLATION NOTES l I I 1 J} 2. The Owner shall retain the services of a geotechnical engineer W examine foundation soil to ensure that the actual Wunchdi. soil strength 1. Apply adhesive b the tap surface of the unit below and platy the cap unit into desired position. meets or exceeds that indicated on the Drawings.Unsuitable soils are defined as any soil that does not have suffii,nt bearing capacityor will 2, Cutaaphil3eto the top y to obtain the Proper.low causewall settlement Remove soil not meeting the required strength.Oversize resulting space sufficiently from the front of the block 3. Backfill end cam c[W b f cap C fir - pa p o p unit W the back ofthe reinforcement,and backfill with approved compacted material. 3. The Owner shall retain the sorvices life geotechniml engineer W determine if the foundation soils will require special treatment or correction to control total and differential settlement WALL CONSTRUCTION TOLERANCE MOTES 4. Fill over-excavated areas with approved compacted material,as recommended by the Project Geotechnical Engineer. 1. Wall Construction Tolerances: i I ��/ I I I - - zr _. , I• 1 f_r Vertrcal A i gnment Plus or m nus 1-114 inches over any 10400t distance,with a maximum differential of 3 inches over the length of the well. WALL 3 b. Horizontal Location Control from Grading Plan' __ ,t�-/- // - /1 b.1. Straghti-nes:Plus xs1-114 inches any ID-footdslance witha maximum dfferental of 3 inches over the lerglhofthewell. I - t BASE COURSE NOTES or m n over p Drawings,upon undisturbed prepare y Immediate Post Construction Wall Batter.Within 2 degrees ofthe design batter of the concrete retaining wall units. - nS-tee« �'•- _ .J 1. Place base materals to the depths shown on Drawrn disturbed soils or foundation des directed the ci '-•�" �: - �4 \ Oi- Project Geofachn cal Eng near. d. Maximum O fferenhal Settlement l',00 ns r� -f-- - - � �� -� I`�5 Z Z a. Extend the leveling pad laterally at least 6 inch-in front and behind the lowermost central.retaining,.If-it. I -•`�����•_i � ` ��'-` \ "'io \� b. Provide aggregate bow compacted to 6 inches thick(minimum). FIELD QUALITY CONTROL NOTES _ _ \ + 2. Compact egg base material to provide a level hard surface on which to place the first course of units. 1. Installer is responsible for qualiy control of Installation of system components.Owner to employ a qualified independent third party to verity tiro cortectins411ation of System 't '_i',•t \L<> -1' _ /� 3. Prepare base materials to encore complete contact with retaining wall units.Gaps are not allowed. t In accordance with these Ecotone d the D2win a q s o s m®®� __m� .�•'m m®®-aa,m ..5®® m _ m 9= r 2. The Owner.al their expense will retain ao qualified professional a perform quality assurance checks of the Instagar work. .� ""'I t�19 ♦` in 3 Correct-rkwhchdo.snothn-Ithes.specifications or the requirements shown on the Drawingsat the lnsellees expense ' 1 _ _- enretain -J1'- - •_ - - �--- J 7. 4 The Owner or Owner's Represtative shall reta n the sew on c.s of a geotechnical engineer to perform compacti testing of the reinforced backgjl placed antl compacted in -� °j y = - OU M ERECTION NOTES the re nfemed backfig zone 3 > J t. Excavation Support,f required is the responsibility of the Contactor,including the stability of the excavation and its nfiuenc¢on adjacent a. Testing Frequency(or as directed by Project Geotechn'cal Engineer) WALL 2 properties and stmdures. b. Onetestforever 2feet vertical ffill laced and compacted.for eve 501inealfeetal retainingIL 2. General:Erect untlsi accordance withmanufacturer',instructions and recommendations,and ass Specified herein. c P Vary compaction test locations to cover the entire area of the reinforced soil zone,including the area compacted by the handoperated compaction equipment 3. Plow first course olce Crete wall units on the prepared base.aerial.Check units for level and alignment Maintain the same elevation at the � byof each _fwithin oath section of the base course. i T • _� ` ° l ' l t D 4. Ensure that foundation his am lull contact With the leveling pad SITE DRAINAGE NOTES 5. Place concrete wall units sde-0ysdefor full length ofwall alignment.Alignment may be done by using a string line measured from the back of 1. This design does not accoxnt for any hydrostatic forces on the retaining wall system.It is Imperative the finished ste grading diverts water away from the block facing and the the block.Gaps are nrot allowed between the foundation co crete well units. einforced wit zone of the retaining-11 system.All buildings located above retaining walls must implement gutter systems with downspouts that direct water through solid 6. Place 12 imches(mini um)of drainage aggregate between and directly behind the concrete wall units,Fill voids in retaining wall units with PVC pipe to the ate storm sewer System or to.lecation below and away from the wall.Building sump pumps should else direct wstar away from the wall in the same f u WALL4 J K 4 drainage aggregate.Provide a drainage zone behind the wall units to within 9 inches of the final grade.Cap the reinforced zone and drainage manner.Concentrated discharge of water above the retaining wall and the minforoed soil zone is not allowed. I., y _ - i- aggregate cone with 12 inches of impervious material 7. Install drainage pipe Sifts le-stelevation possible,to maintain gravity flour ofwater to outside of the reinforced cone.Slope the main Ir i1 I _ _'� - W M collection drainage pipe,located just behind the concrete retaining wall units,I percent(minimum)to provide gravity flow to the dayrighted areas. UTILITY NOTES ''mot I _ - _I II O fin u Daylight the main collection drainage pipe to an appropriate location away from the wall system at each low point or at 50 foot(maximum) 1. Utility information based on the uNity plans prepared by Pacheco Koch,dated December 7,2017 has been provided to Anchor Wall Engineering and has been Included in - _ U:iuxx�,' -�c f 5 - !� Z Q Q Z intervals along the wall. the. lane.lf other utilities,not shown,are located within or unckmeath the d reirf-d!zone Anchor Wall En ';�s^ - _s p propose gineering must be notified priortu corrsWction of the _I'!� �j Z 2 fin ; 8. Remove excess fill from top of units and install next course.Ensure drainage aggregate and backfill are compacted before installation of next mental retainin wall to review the des ddr plans.Modificetions 4o the design and/or plans ma be required,and me take u to ten business do s. - -_ - rA__i - - _-_ d Sag gwa fin an p 9n an P y quire Y P Y •,-1�• - _ ���^+ _ � + Q D D d eta a units reinforced sot and surcharge loads fish 2, Utilities mustbe properly designed(by others)W withstand all forces the Segmental I retaining wall (mass, g I ( Y) 9, Check each course for level and alignment Adjust units as necessary with reinforcement shimsto-Inlaln level,alignment,and setback prior 3. Storm drains are prone W leaking.Therefore.if a joint in a storm drain is located within 100 feet behind the retaining wall the storm water pipe must be water tight Neoprene ,"-i -- - I �..-•,_,._ W U) W _ M M to proceeding with each additional course. O-rings mustbeinstalledotallstor.pfpejointsaseminfmum, 1,1 I _ ,-, W F =' 10. Install each succeeding course.Backfill as each course is completed.Pull the unite forward until the locating surface of the unit concepts the q, Waterlines,including irrigation systems,must be water lightwtlhtn 100 feet behind the retaining wag.Leakage behind a retaining wall will increase the horizontal pressure t -'J _ J _ ^ w W locatin rtace of Me unis in the din InWrleckwallse tsthatmeetatcernersb ria rses.Adach j- I;I-= _-_ Q d W lie G C gsu prece gcourse. gmen yeve Aping Successive cou or wZin5 act of adngnfwagfailure.For this reason,wbsurfaw wateriines and irrigation systems should not above the reinforced zorres of retaining wall, :j _ wale retainingwall unitsatexteriorwrners with adhesive specified. or within Sfeet of the reinforcedmne. 1.A 11. Install geosynlheticreinforcememin accordance wiN geosyMhetic manutacturer's recommehdationsand the shepdrawings. S. Utility Contractor and Wall Contractor be coordinate installefion of underground utili5esand other improvements with wall installation.'. 'I, -- _ y I• w > M- Orentgeosynthetic reinforcement with the h'gheststrength axs perpendicular to the wall face. 'F ------, /MilY- -I y� �- II ,� I H- M a LIU b. Prorbgeosynthehc,,nto,c,mmtpl,wment,pl,.eth.b.ckfil..d compact to the elevation of the top of the wall units atthe elevation of GENERAL NOTES g 'j-� the geosynthetle reinforcement 3 - "'} _ i I Q c. Place theticrentarcementaltheeleveUonsantlWthelen thsstwwnontheDrewin 1. Inprepara4o-f-Ildes'gn ablstrengthp-melersforthefoundatonandretanedwrlswomp-idedmth.ProjectGeotechncalReport(No.19890)preparedbyRead J -.r ;1, V= - f � I I is j �=i.1 LIU - K geosyn g Drawings. - (� .. ._ d. Lay goesynthehe reinforcement horizontally on top of the concrete retaining wall units and the compacted to-kfill Soils.Place the Engine On Group LTD dated August 42017.Its the responsibility of the owner or owners representative to verify the provdedwl strength parameters are I ) l _ W O representative of the Mile available for wall construction.lithe Mil strength parameters are found W be'nconslstentw th them provided to Anchor Wall Engineering,this geoSynthetic re nfhrcement mthn one inch of the face of the concrete retaining wall units.Place the next nurse of concrete retaining wall - z -` O LL po geosyn de sign is no longer veld and the responsibility of the owner or owners representative W notify Anchor Wall Engineering so the retaining well system can be redeagned. L_- __ I I - - _ II W units on to (the thetic remtarcemenl I I - �l "/��1 e. The thetic renforcement shall be I,IS and free fire.wrinkles to lacemenlofthe backfill soils.Pull thetic Mum to no Anchor Wall Engineering may result in failure of the retaining wall. - - - 1 --__--- -- ---- - --_----- _ s ��/I (J) ~ geosyn prior p geosyn U reinforcement hand-taut and secure in lace with Staples,stakes,or hand-tensionin until he thetic reinforcementis coveredb 6 Z. Anumad Design Sol Parameters. O p p y gun geosyn y O inches of Iowa ill. Reinforced soil: phi=28 degrees gamma=125 pef. d 112 e geosyn g g p geosyn b. Retained Sell: phi=23dogreas gamma=,25Ptt KEY PLAN O I. The thetic retniomementa shall be continuous three tout theirembedment ten ths,6 lices in the thetic reinforcement 7 strength direction ere not allowed, Foundation sail: phi degrees gamma=125 of. c=200 psi (N.T.S.) Q' 13 g, Do not operate tracked contact-equipment directly on the geasynthatic reinforcement At least 6 inches of compacted beckfll soil is 3.c Any excavation below the wall should have proper 1:1 lateral oversizing.Excavation overstzing should be measured from the front of the gravel leveling pad and the back of d K d 1 operation f tracked vehicles over the thetic reinforcement Kee timing f backed construction. ttoa the lowest reinforcement layer.Refer W detail 6 on sheet W5. a required prior a opera ono geosyn p g o equipment 4. Wall stationingshown on sheets W2 through W4 is not related W an other stationing shown on the din plans.Station D+00 is on the left end of the wall as seen from the du i aany g. grading SHEET INDEX h. Rubber-tired equipment may pass,the the o rgeesynthent.reinforcement et speeds of less Nan lO miles par hour.Turning of rubber-tired front oft he wall. Ij c equipment is mtallowed on geosynthetic reinrarcement. 5. This set of segmental retaining wall plans are based on Lie gracing plena prepared by Paarcco Koch,dated O,.tober 6,2017.1(other grading plans are proU°..ed that K i. Changes W 9-yrill reinlorce.en1Ii including,but net limited W,length,geosynthetic reinforcement type(strength),or elevation, contain different information than that referenced,this plan may need to be revised andlor the walls may need to be redesigned. Z nee may be made subject be approval of Anchor Wall Engiring, G. This set of segmental retaining wall plans are based specifically on the walls being constructed with Anchor Diamond Pro block and Miragrid 3XT reinforcement products, PAGE DESCRIPTION U Absolutely no substiNgans allowed. 7. Locations of the segmental retaining walls to relation to property lines,utility easements,watershed easements,or any other type of easements are the responsibility of the „ ma ris 0 or the site civil engineer.Anchor Wall Engineering assumes no liability for the locations of the segmental retaining walls,or if construction of the proposed segmental W 1 TITLE PAGEIKEY PLAN 3€ retaining walls encroaches any property lines or easements. W o0 e B. It is imperative that Na site surveying of the segmental retaining wags be done by the site civil engineer or surveyor and must be based on computer generated sital9rading plans and not pmTilo plans done by Anchor Wag Engineering.Surveying of the segmental retaining walls most take into account the design batter indicoe W2-WQ WALL ELEVATIONS d on the enclosed a: In and de tails.Failure to take into account wall batter for segmental retaining wall surveying will produce incorrect locations of all top of walls and shall be corrected at no SHEET OF cost to Anchor Well Engineering or the segmental retaining wall contactor. W5-W6 SECTIONS&DETAILS W1 6 9. Wall geometry,locations,slopes and surcharge loads for the segmental retaining wanswere measured from the site grading plan referenced above,and partially reproduced W the right If conditions vary in the field from those shown on this plan,Anchor Wall Engineering must view,be notified prior In construction of the segmental retaining walls to TITLE PAGE/ review the design andlor plans,Modificalons W the design andlor plans may be required afterthe re and may take up to tan business days to complete. 10. If there are discrepancies between any information on these plans and information in the prajed[Madifications,the more re inetys information takes precedence. KEY PLAN ALL LAYERS OF GEOGRID ABOVE EL 531=MIRAGRID 3XT-15.00 ft ±STA 1+10 TO±STA 3+90 GRADE BEHIND WALL - TOP OF ILL 544 ______ __ _-__- _-__-- - __ ___ _ ______ ____ -___- __-_ :-::--T:::__-_ ___-_ 544 T______r_____-I______T___ r_____,______T_- _r_____,______T__t�-. _ ___1______T______r_____,____ I r_--__]______T___ �� , Y ] T ____] _r_____1 _T 543{------ -----]------�--- -- ------------�--- -- -----]------T-- - ---]------T------L----- '----- 1------ --- r-----1----- - -- _------ ----- ------ ------ -- ---- � ----_ ---- ---_ _- 5421-_____L_____J-_-__-1___ __L_____J______1___ __L__ __-___1__ _ ___J__---_1_-__-_L--_--J_�.�,,,. _ _ ___-_ -_-_-_1_____ L___--J_-_--_1_ _ __ _ -J_ _1_ _L_ -J_ -____L r ______1___ __ y___ __ _-_-_.-I______y___-__L-__ J__-___ L____ J 541 __ D3%T-S.00ft M RID XT-150D MIR GFdb3Xf 15.Dk MIRAGRID3X.T-15.00R L11PR D3 'T-oDk 541 -_� AG M ACRID 3XT-1 50ft I RA 3X .00H MIRA RID 3X 1.W IR GR103 T-15.Ok MIRAGRI�3 -1�OOft MI AGR D3XT-1 V O Lp LL _ __- _ __-_ 539r------h-------I____--t--- --r-- "^'--' X�7-900ft --r__-_-y-----MI AGR-jOR --- MI+RAGR03XT-1 .50ft ----- h�l GRID 3XT-�.00k y------t------r---MIRZaC�RID 3XT-15.00Tt -MIR GRID 3XD15.Ok TdIIRAAF�RIt)3yf-15.008-t- rMIRAGR D3%1-15DDft L539 - �O 01r_____ - -- - --T-- --- - -- 7 � '� - r -r• -'� T _-_ 538 W 0 538 ______ _____ ______ - __- ______ _-- -_ -_-__ -_____ _- _ ___ __-___ __ _____ _____ _-_-__ -__-- -_--__ ____-- ___ -_-_- -__-_ ____ _ _-__ -_ _ ____ ______ -_____ _-_ _ _ _-_T______r_____I R GA RID 3X -9.00ft r -I MIRAGRI� 0k -I MT2 GRID 3XT-1�SOft 1 ARID 3XT-♦5.00 1 T r -1RAf�. D 3XT 1500Tt r MIR?7TGRT03XT-15ROk MIRAGRID 3X-If-15.00ft T r MIRAGRID 3%f 1500 kT 'sal{ -C - --- ------- I --L---- -- - - --- ----T ------ --- �t -M - --1LJ �537 ~ Q 536 ---- :- -6.00k _- MIRAGRID3 9 I -- MIRAGRIUh �_ REAGRID 3XT-1P.50 fi-J RAGRID 3XT 15.00 -_I -MIRAGRID 3X7�15.00k --- _ MIRAGRID 3XT- . Tt_- MIRAGRID3 -i5.00R I _I MIRAGRID 3XT-iR-ODftl�6 I-L� C) IV ___J _ -_L_____J_ _ _-_J____-_ ___ -J_--_-_1_-__-_L-__ _ ______ _ _ L_____ ___ _ _ Z 535 �0 MTI�GRr03 T 6.00 MTRAGRI03 T 9.00)Zt MIg1AGR1DSSk'{-1 Dft GR(03XT-1 L. IJRAG I 3 T-S.�R MIRA RID 3XT-15.001ry MIRJgGRI03XT-15 OR h11 ID -15.�OR �- MIRAG'RIDy'%f T�.00 ft.-535 - N --+- X+ - �-J, -"-____�_^-- -�--_ A�25b1$--1- B.P = -- ---T-- --T--- --- --F-�' In 534• ______ _ _I ___-- - _ __F_____-_MTRAGRTD3 T-9.0_ __F_=-_i ___ -I A R 3 T _F_ ___ � _M 2AGRr 3XT-1.sOk _ ____ / WEITT 3%i 15.SDft___�-_-___.H_--_-_�-__ _. r__ _____ F.--___ ______ ______ _____ ______T__ _ _ -Is 00 H 534 V Q z o 533 ---_s1=s3z _- _.,__r-----� MIRAGRID3XT7-9T1Dk --i MIRP.GRID3XY-11 r$OR -7 -WN9 R(Q3XT-1�t� --1 I .ID 3XT-1 It - r----MIf2 GR11 3 T-131tiDry IRAGRID 3X1f-15.00k -T -r MIRAGR 03%T-1 532 Ljf - 532-r__-_--r__--=-I-_ ---T-__ __r- _ _9a ___ __ - - T_ T�_ _ L8"= 32.55 -=T_ ___ �_- _T T- - r_ - --_r532 ___--- ____ _ _ _________ _ ___ _____a____ _ -_ _ _ -IRAGRID 3XT- .00-IE___ ___ _ - ___ - �_-__---MIRA�l,R�6dXT-21.50 k�531 J W a 531{_____-r----_]------I__-_-_[_-_-_]_ - �T --_2sw.aL - �_- I - r MIR RD3XT-15.00R _ - MIRRt.GRID3XT-20.00k MRAGR03+_2�3�Oft 53U1-____-L___-_J-_----1_____ L_____J______1_____-L____1J--1--_ �-_L_ _-_ -_ - _ __-_J______1______L__-_-J-- _1___ _ ---_ J - 1 __-_ ___--J _ 1_____-L-----J__-- 153p Q ..LU w- L------L-----J------y------L-----J------y-------------J--1---j----__ -- --__ ___ IRAG D-�1'-2.30R I G I 3 - -� - MIRAGR-itmiz5.ODH M1R.pGR1-b 3XT-F.DOR_ MIRAGRI03%T-21.50R -_-I MIRAGRID 3XT-213Dk1 Y O Z p 529�______�_ _ } ��_-_-_ 1%�3_ _ {__- -_-_.�-- _ } ---_�_-_ -___ _ __ _ *w_____ � }______�-____ _r529 Q I- O _ IRA RID 3XT-150 MIRAGRID3%T-2150R �- MIRA RDDX21.sOft m W W 528-F------F- -�- +- --F --I- --+ - --1- -- -- ~ ----� + T--F------'R`szaw---+---- - - - F52e 527r .I. ry .r__-___r__�� ,^ ___t-_ ___r_____ ______ ______ _ y_-_ __ -__-__r____-y_-__--t_-_-1- -_---yfLu33 ---�-Msa MIRAGRI031f-21.S0H _-_ - - 527 Q Fr � __ ______ _____ ______ ______ __ -___ -BRBE9E -__- _11. 3____ ____- ___-_- _ - �' C7 Z 4. 526 ------ AP ROXIMATELO�TION OF30"AUp STDRM OR/IIN�O_25%TH OUGN WALLF CE_FL9_5 SOSr-----"I------7 -r- -1---- AiE1 uDw 4F 7-€R@43A 22•B€W w0.VJAllr-----1------T--- _-r------1------T------• Ey= '-- 03X 526 U -_ T r-----1------ --- 1------ r----- F7RrsF1ED-GwcoEATEasE-r-----1---- r-----1------T--- r------1------T------ ------I------T------r--- Nlu X r O_- _ VEB7FL-531 {SEF�ETB 10 RN.S6'EEL SYP�'A' OWALLINE ALL____ -_ - __ _ __FIRE) E ;cpH 9Fyyq REfSEiAENF 7iBEHl _ _ _ LL 525�_-_ - - ___ __-__ __ _ ______ _____ ___ __ __-_ -___ ___ _ ___ ___ ___ __ _______________I_ _- _____-r---- r -' 525 ------�- ------ --- L�1�YwuHs)s EctvsLANswRRsu4ReR+aA �----I-- - �- --]-- I------C- ]------1----- -----J--- --- --- ]------1--- - L----J------------�----J------I---------------- s24o------sn----- -----�-------L----- ------y------L--------------------I------ y J ---y 0 0 �- m R � ----+- ---� ---� � N � --'�------�------ -----�-----o----- o --g------�---�-�-----4------ ----�-----�----- -----�-----�------1sz4 z w r r Ia- la- Ia- d d d d d d d d F F F F I<- d d r d d d d F d d r Q U DIAMOND PRO®-ELEVATION VIEW m m m nIaPROxIMATE LOCATION OF 8"WATER 12%±22'BEHIND WALL. 1 WALL 1' MAXIMUM APPLIED BEARING PRESSURE=2 800 PSF APPROXIMATE LOCATION OF WATER EASEMENT±17'BEHIND WALL. ❑EVGN ENGINEER: IN JUE C.LARSON ALL LAYERS OF GEOGRID ABOVE EL.531=MIRAGRID 3XT-15.00 fl ±STA i+1p TO±STA 3+90 TEXAS REGISTRATION: __ __ _ APPROXIMATE LOCATION OF CATCH 9ASIN±10' 121110 544T------r_____, ___T___-_ r-____,______T___-_-r-_---,_--__-T--___ ___-,__-__ HIfT I�VALrL DEYA_IL90NN3H�cYN5i T______r___-_,_--_-_T______ ____________T______r____-,---TOP O=__ --r - RADE;EHIND WALL T-_-___r_____--------T543 "AFT}i 543' - _____ _ ____ ______ _____ ______ ______ _____ ______ ______ _____ ____ __-__ __-- 43 ZE OF' ,E,(•1L __-_-_ -____ ____-- -----_ _-__- --�� L--- -- -�- '- - 1----C-----7-----1---- - - - - _ --- --- - -- -- - -----�--- T - --- -1------L-----]----- T------L--A ]-- --- _----- ----J------ ------ -----J------J-------1------J------1------L-- J � 't. 541-L_MIQAGRI 3XT-TS.00k M�AGRID 3XT-15.00ft L I - j_ L I MIR7tG12 D3XT-1500 k: TIARA-GR163 T-15008 _ J_ J ��MIRAGRID 3XT-15.00R J I_- I MIRAGRID 3XT-75.00k I J_ J I -RAG R77�3XT-15.00R F541 j. M�IAGRI 3XT y5. I 3XT-15.ODft I---MIRA R ---1�.00-- M:FAG 03 T-1.O�Ok I MIf2AZaRID 3XT-15C�k MIRAGRID 3XT-i5.00k TRID 3XT-15.ODk '-" --""'---'---'/ -}- -� -1 - - �- I---- -1 :-- { L540 :�J.IUE C.URSON ___ _ _E------ -------------�_____� _____ _}______F.___-_-___ __}__ ___F_____�______+____-_ -____�____-_}_--__-F.-____ -__-}-_-_-_F_____..{______}---___F___ ___H 539- MIRAGRI 3XT-1500fr MIRAG31 3XT--1 MIRAGR D3Xi•15.00k MIRAGRID3 T•15.00k MIRAGRID3%T-1500k MIRAGRI 3X(T-15.00k MIRAGR 3X fi 15.ODH 539 /� ••j - ------•-� - r- --- rr- - - r- -r- -I - 1 -r- r--- r---r--1 +---�- y t1Ta . 53e ---- ---- - --- - ----- T------r------1--- --#-- ---r----- --t------ ------1------t------r- -----t------r-----7------t------r-- -- --- 538 '°•. - a::4g;' T MIRAGRI�3XT-15.00 It MIRAGRIITI 3XT-15.00ft r----- ------T------r------1---I.71)F�1GR�IJ SJZT 15.00Tt MIRAGRID yT-15.00ft MIRAGR11�d'y.T-7$.b0ft Ml11AL`RTlh3XT-15.00k 1RAGRIb 7XT-15.03 kt -t5�- 537JT- _ T_ r_I-_-__ T-__ r_ r_-_ 'r- -- -----_( -_-_T_____-I___ -- __ __--_-1T-__ _____ _�_____ -__ _T_-1-_�____ -__-_T_-____"l______T-__-_T_-____ S r MrAGR163% -5 tt1 MIRAGRIR3XT-15.00k _ 536--- - - T- r 1 - MIRAGRT03XT 15.00tt MIRAGRID3%T-15.OpH T_ r 1 T r MIRAGR113XT-15.00k T 1 r I_MIRAGR�3XT-15.00kr r 1 T r MIRAGRIM3XT-15,0081536 k0 NI L-- --L--- J- ----1------L-----J------�-------I -----J------')------- -----J---- -1-----L-----J--- ---L- - -'I------- - . - __ __ __ _J _ _____ ______ ______ _____ 535- -MRAGRID 3XT-1S'-03ft MIRAGRIIS 3XT-15.OpH L J_ L I _ MIRAGR03XT-1500tt MIRAGRID 3.T-15'�- _ - _ - 535 534 _ -_ ----- ------ ------ ----- -- __--- -__ __ -- ___ _ __ -_-_-4-_--__.I.______L-_-__ +-_ __+_-___�__--__-______ �-$34 M G 3' -15.COft MIRAGRI 3XT-15.DOk MIRAGRI 3XT-1�OOH MIRAGRI 3XT 15.00k 53 __ _ _ _ -F- �-�-- _ - j__-__- - _- - --_ 534 •-> samu- 3, ____ _____ -� r MIRAGRI XT-1i 0Dki MIRAGRI L�3Xr-15.00R F- 1------+------F-----i---MIRAG 03X3 13 DT' MR G 3 F-15.00ft -+------r-----i--- - - ---r-MIRAGRI�3XF-1n +------ ------+------F- MIRAGRI[3XT-15AOk+-- ---r-----1------t------r--MIRAGRI 3XT-15.00R{532 A o 5321-- _ -I--r __ r'--'I---1'--1-- - -� y --1T-- ___ -I_ ----Y 531�MIIFAGR163%Y-3�7361r1 MIR�RI 3XY-23:OO f[r-- --i------T------r-----r_-MlrtiA 3RT- ITO ft MIRATnR163%Y-23.ODfr-T------r------I--- - - ---r-M1RAGRa3TXT=E3.OSAT------ - -I -T-- r-MIRAGR133XT-23.00R T_ -r------1------T-- I---MIRAGR5XT-23.00ft1531 T- r_ r_-_- _ D 1 �---r-1_ I--_ -I�_ _T__ 1 r' _ r- -I_ -- -r--�--� 53D-_- _ _ _ _ _ _-__[ -_ _ _ - __ ___-__ _ __-_ ___-_ __ _ ___ __-_- _-___ - _ _-___- _ �30 �M�AGRID 3%T-21561[ MIRAGRI =23b5k L -I _ j_ L I _ MTRAGRLT-2300 ft MrRAGRID �'fD05ft I_-J__] I MIRAGRI�3XT-23.00ft T_ I_ r MIRAGRI03XT-23.00 ft I_ -I - _ I I MIR4GRZZ�3XT-23.00tt I 529-i______L_____J_ ____1___ __L_____J______1______L_____J____-_ _ _ I ___ _1LJ_-___ 1 _____L_____J______1______ _-___J______1______L-_---J-_____1__ ___L_____J______ ____.Ysa9 526 MIRAGR3XT-21.SOR MIRAGRI#3XT-2300k MIRAGR D3XT-2300R MIRAGRIO .T-2DODft _- MIRAGRI 3XT-23.Opk _- M_ -RAGRID 3XT�.O11H I_ MIRAG 3%i-23.00k - ___ 1- 1- L - I � :- _ -1- �--�- _ -1528 k- 37 �- ---- ------I ----- ------+------ ----- --- -- --- - - ----+------ ----- ----- + -----I -- - -- - +---- - ------+------F----- +-- ---I ------I------+------�-- a 527 I- T-23.00k M-(RA 3XT-2300H MrRAmu3 T-23.00ft MIRAGRI 3XT-23-b08 MIRAGRI 3XT-23.00tt I 3XT-23.00T 527 �MIRAG ) - 1 t F" r_ F- -F- -I -h- 'h-- _I- F--- _F---F-"-Y@ ---__ 526- -e�sn.s1 ---- --__-_r_____ _ ._- -._--_ MIRAGRIG3RT-300 fF--7-__-_-_r_-_-_�_____ t -___-r_MIRAGRIt73XT-23TOOR t_____- ___-_y______t______r_ MIRAGRI 3XT-23.00H t-_ _--r____-y-____-t-____-r-_, GRlb 3XT 23.00kt526 A ItT13XT-21-W -- 2. szs-r- _r---_--I- -r- _ �i--1-7 - --==-r- r�--MlhAa 3 - -I I 1� I-�--T �- T-1 r--T-1�525 ___ _ _ 01 r r-----]------T -524--__ -- --___-J______1_____-L---- '�-- a a e--.nn SE OF JLYALL___J__FINISHEDjGRADE AT BAS€-__--J--__--1------L_-___J______1______L_____J______1_-----L____-J_---_-1_-__-_ ____-J__-___1____-_L_____J______1__ ___L_____J______1______L_____J-__--_t522 oy L_____ 1___--_ o__� 1_____- -_-_ J._-_-_-4__-_-�---__- _--N-____N______N-____fL__--_J�___--_0522 LINE"STS" DIAMOND PRO®-ELEVATION VIEW APPROXIMATE LOCATION OF 18"RCP STORM DRAIN @ 44.55%THROUGH WALL FACE.INVERT EL=525(SEE LI NE'I" DETAIL10ONSHEETWS).CAREFULLY TRIM GEOGRID AROUND PIPE(SEE DETAIL 9 ON SHEET W5),PLACE 2 WALL 1 ICONTINUEDI 5 APPROXIMATE LOCATION OF S"WATER@11.2%±22'BEHINDWALL. FREE-DRAINING AGGREGATE IN AREA BETWEEN BACK OF BLOCKAND CATCH BASIN UP TO ELEVATION 531. WZ (1°=5'-O"� APPROXIMATE LOCATION OF WATER EASEMENT±IT BEHIND WALL. N TYPE"B"HEADWALL IN FRONT OF WALL(BY OTHERS)-SEE CIVIL PLANS FOR MORE INFORMATION. f 2 0 D tC m = WJ J C ; ALL LAYERS OF GEOGRID ABOVE EL.531=MIRAGRID3XT-15.00ft n = ±STA 1+10 TO±STA 3+90 3 D TOP OF WALL GRADE BEHIND WALL H C 544 ----------__ ,______T r____-,---___T r_--__, T ____r_____-1 T r- __I-_____T_____ ____-_T _-_-r_____,-___ T______r_____,__ __T__-___r_____T543 543 '_____ _____r_____7__--_-T_'•_-_-r_____�______T______r_- --1------T______ _____7______T_-- --r_____,------T_ ____r-____,__-__ T_____-r___-_,___ --T__-___r_____�543 (/) N F saz------------ ------- - .-.----r- ------T-----(--- �-----T----- --,-----T--- r-_- _-I------T_ ---r----_-I-_---- T_-__-- _r- --_-_-I--- T- --_-_r_-__----1 rMY______________ _________ ____ ___ _ __--542 J ----L----- ------ ---- - -_ ------ ------ ----i ---T - --�----- 1------ -----J------1--- --C-----7------1------L-----J---- 1-----C-----�--- -1-----L-----J J p W 5414 MIRAGRI013X-1500R 1 -1_ IMfRAGRID3X -15.0 ft �- I --J_ MI GR 0ILL-15.1fl L-----J _--- -_-_ •` 541 - 54U-I MIRp'GRID 3OOft I �_ IMIRAGRI�X�-15.Opj�� I �_ MIR GRID 3XT-1._ tt I MIRA IR D3XT-15.0 R _ '±-13r_____1______ J______1___ __L_____J______1_ ____L-____J_____ 1______L_____J___ __1______L_____J- Q W � F _ �___-__}_-_--_F_____ -- _ _ _-_-H.---_- .m_ __--_�__--__}___ _______________}_ ____F_____A_____ }---_--I._____A--_ --}--____-_____� W = � 539- MRAGRID 3%T-15.00k MRAG D3%P-13.a0ft MIR GRI03XT-i5:.:tt MIRA RID 3XT-15,OOk MIRAG ID -_-___+------r-------------- ----r------I----- +------r------I--- --+------r------f = "�L--f-_--{--_1--- -----F�----h--__-1---t--1- - -'t 0----_)In _ -_1..]. _ rt 539 < 536y-_---D _ _ MIRAGRI03X - _ y_-_---.I._-____r____ - __-_-�__ Imo., - MIRAGR13xlr 1B00R__.1.___-- r_____y______t__-__1r15.DOft M•T Z3R103X1-15.00 _-__-r-__MIRA�RID3XT-15.00tH- ' --�.'IIRAGRID 3XT t15.p0 tr--i _... 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W2 (1,�_5'4') NOTES: LEGEND m 1)LOCATIONS OF CORNERS SHOWN ARE Ws - INDICATES APPROXIMATE LOCATION OF W z APPROXIMATE AND SHOULD BE VERIFIED e - DETAILNUMBER WDEGREE OUTSIDE CORNER €@u IN THE FIELD PRIOR TO CONSTRUCTION WX _ SHEET NUMBER OF THE SEGMENTAL RETAINING WALLS. 3 - INDICATES APPROXIMATE LOCATION OF SHEET OF 2)LOCATIONS OF UTILITIES SHOWN ARE W6 90-DEGREE INSIDE CORNER APPROXIMATE AND SHOULD BE VERIFIED X " INDICATES LDCATION OF SECTION CUT W2 6 INTHEFIELOPRIORTOCONSTRUCTION WX - INDICATES REINFORCEMENT LENGTH WALL OF THE SEGMENTAL RETAINING WALLS. 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I _�- MIRAGRIDa%r_16.00k I -J--�- I MIRAGRID 3Xff-16.00k� Z d I- MIRAGRID XT- _--- - - __ 27 Z ¢ sn�------ ------I------"I------- ------I------4------- ------a---I = -�- "a T- �'-- -I------1------ ----- ------+------ - �------ -------------I-- - ----- - - ------ - ---- 0 m 526+______'r_____ ______}______�_____�______-F______FMIRAGRIT3%T_16.00ft I -�--�_- MI AGRr 3XT-16 Dn - MIRAGIF(63'--16.ODk � U I v@a __ACRID XT-iS.OTN L _ -.--�-_'- _�_ -_{__4 -F528 O ------r----- I------t------r----- ------ ------ ----- ------ ----- - - ------ ------ ----- --- -- - ------+------r-----1------ ------r -- -1- --+-- szst �_� - M ARID 3XT-1 Dk ¢- I__ 25 _ _ __ r_____ yt _y______t______r_____y______.1-______r___ _ _ ___ -�_t-- -_y_- _y______ r _y__ ___t______I..._____y______1 � 524 I S_ _MIRAGRIDT 15.0 -_ - _____ ______ ______ _____ __ _ a-�^m ,21F I __-I______T______r_____•1______T______r_____1______7 �r 1 _ T €svaa3r1T_Ir , T______r -I______T__�A6�gj� LL -,_____NIST---40_E_AT_$Ns_E____-I______T'24 Z w s22{------I-----,------T-----r-----,------T------C----- ------i------C----- ------i------C-----,-_----T------r----- ------T------r-----,------T-----r------1-----T--------A----- -----T------I----,-------OL23 W szzo------�------------ ------a-----J------o------L-----o------�------o----- ------o------�-----�------ ------o------------o------L----- ------1------o----- ------ ------L-----J-------------L-----J------1szz Q U Z E o 0 0 0 0 $ Y R Y Z � F DIAMOND PRO®-ELEVATION VIEW ` ' 'WALL 2 LMAXIMUM APPLIED BEARING PRESSURE=2,300 PSFI DESIGN ENGINEER: W3 (1"=5'-0"� IN JUE C.LARSON TEXAS REGISTRATION: 12111D GRADE BEHIND WALL-S TOP OF WALL P\@ 0 F rfX T7 542-i r------ r------r----- ------- 1•---r'--•-- -----_T------ ----- ------r------ ----- ------ - 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AND/OR ELEVATION CHANGE ELEVATIONS J � J cl) o LL z w ' m O Lu P- - H Lu 5 M m Z ri) 'o M mo Z O N F I J CK -. 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IN JUE C.LARSON W4 (1 =5�-D°J TEXAS REGISTRATION: 121110 ..gPjE-DFTpk�111 ul jk. I� I ----_ _ ----- ----- -- _-_--_-__- _____ ------ -_--- 545 Sas-r r_____,______T______r_____.,______T______r_____,______T--r-_F_A � T Tr , Tr � T ,____ 544 oy _ Ell V%ELi_ -- _Ts2�1Nu. 7I C7IC7IC � I 7 C7IC7 } 1------L---__J----__ __-L-----J------1----- L-�r__J------1------L__-_-J_-----1------L-----J__---_1--_--- 543 5454 _--_-_-.T _ 14 5553442 +------------I--------_----I-------I----_--54091RTS50 f ----- --- ----- ------------- N s37OI----_------- -- --3_---_--_--- --_--__-_-�-------_- -_-_-_II------ - --__--_ ---- 540 -------t------ -_----- ------ ----- ------ - MIRAGM AGIx o - n ------7------ _ 539 535 BASEOF ---Z -- ---__ __--9538 ----- I ry------S------L----J-----1------L-----J------1------ - — — --__ -_____ ______ ._---_ -____- --___-------�37- 1------oL-----m------1------mL- -- ------ ~ on m m n Y T N 0 W > - W � DIAMOND PRO®-ELEVATION VIEW WALL 4-MAXIMUM APPLIED BEARING PRESSURE=700 PSF) x D a � N H J � � J tt a — W IL 5 a f U w - n Z In W TOP OF WALL GRADE BEHIND WALL z d (n sasT------ - _1- -- -T- _-_- -_-_-_--_-I------T------r_------ 1..... ..... 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ANDIOR ELEVATION CHANGE ELEVATIONS E. GEOGRID(TYP) DIAMOND- J 6* PRO BLOCK 3'(MIN.)SOIL COVER J c`'1 a 11 MINIMUM REMOVE PORTION OF ADJACENT UNITS BETWEEN PIPE&GEOORID 4'TEE LL O I TO ALLOW DRAIN TILE THRU FACE -' 1I7 4'DIA.PERILE FORATED I z U) m Z ®O DRAIN 1%MI.VARIES, 7 iF r PIPE BY OTHERS W O SLOPE 1%MIN.) II W F u" co TOP VIEW .9 EXTEND GEOSYNTHETIC DAYLIGHT DRAIN FACE 2'CUi �f Z O z N = REINFORCEMENT TO WITHIN I' I __� z Q. i OF THE LOWER BLOCK FACE `Lq T 2ND COURSE ABOVE GRADE 3•(MINE BOIL COVER I I I I I I BETWEEN GEOGRI05 W Z W LL 1ST ABOVE GRADE I Y O Z O 11'MIN. -' L2X PIPE DIAMETER(MIN.) ? Q ~ 3 W +� 1ST COURSE BELOW GRADE ? m z EL I I I I I DIAMOND PROP FINISHED �-�- 1---� 2ND COURSE BELOW GRADE ® CD Z D_ I 4 REINFORCEMENT CONNECTION DETAIL DIAMOND PRO I~n• I t j 11 UTILITIES IN REINFORCED ZONE N LL W5 (NOT TO SCALE) SPACING VARIES W5 = H FRONT VIEW SIOEVIEW 50'MAXIMUM (NOT TO SCALE) V Ix z W DIAMOND PRO® DIAMOND PRO® Q V 1 3-WAY BLOCK VIEWS r8,-�DAYLIGHT DRAINTILE THROUGH WALL W5 (NOT TO SCALE) M ` ]C {A� (� }/.�/M� [� r w WS (NOT TO SCALE) r ( (� 'I� S I •I �+ 9 c- q,-`� 1 r7 l�l G v j 9-c-D J o A �w rr ` r 60 _` /- i' ���Li If.�.��1�'� � �� FENCE DR RAILING / E�� . ��r+ �� N 1)���+� O (DESIGNED BY OTHERS) DESIGN ENGINEER: ` r �+ AlSLEEVE AND NON-SHRINK IN JUE C.LARSON S H ALL �� p YZ b-41 D E Y) p D Q 'THE Ey A it T O Qt 9�-tA N I A r I :��IL V-)tap1 GROUT AROUND POST TEXAS REGISTRATION: Cry H/ � 1211I0 CAP BLOCK DEPTH 5:' Y�j�_._ ;r 11 �� LEVE MpRO.I'7 PRO BLOCK 1Y 7R ,C NQP '_1T9 [7 //-GEO,RID(TYP) �•IN J U E C.LARSON / Mr�OR 7- r OAV 77 i CUi SL I I IN GEO GRID TO ALLOW MAT ERLKL I �A�(Pp5��•.�: 6Ep:� � \ q ON TO LAY DOWN BEKNb STRUCTURE 70' ----omewcr- 1725' _ xey DIAMOND-- -, -_ -•>a PRO BLOCK� - PA01E0 - - _ _ __ GO _ --�^ ii_.:_ CAP BLOCK CAP UNIT 6'MI uRgABE _ -—_,,=,' 'I 1*9LEEVE AND g` 125' GRAN GppO _ - 1 GROUT AROUND POST \ LE`1EiN L1 _; SLEEVE INSTALLED DURING }\ /y NATI�50IL _7-0' - DIAMOND WALL CONSTRUCTION r� PRO ,..` DIAMOND PROF -•- .., BLOCK s `•� �" � � '.. \T �51 TYPICAL BASE PREPARATION - - 12' W5 (NOT TO SCALE) ? 9' ,6• ,6' ;�'�' E UTG _-_ CAREFULLY CUT GEOEOGRID Y AROUND STRUCTURE CITY OF GRAPEVIN 3'MIN FROM RACK OF y STRAIGHT UNIT CORNER UNIT RELEASED FOR CONSTRUCTION BLOCK TO STRUCTURE 4 DIAMOND PRO® DIAMOND PRO® 9 DROP STRUCTURE IN REINFORCED ZONE DIAMOND PRO0 y r2�ISOMETRIC BLOCK VIEWS WS (NOT TO SCALE) 12 FENCE BEHIND WALL WS (NOT TO SCALE) SHEET: OFF W5 (NOT TO SCALE) i RELEASE DOES NOT AUTHORIZE ANY WORK IN R 4 CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. m = FENCE BY OTHERS-MUST SLEEVEANDNON-SHRINK C U CITY APPROVED PLANS TO BE KEPT ON BE ILL CONSTRUCTION GROUT AROUND POST WALL CONSTRUCTION SLOPEMAYVARY _ cy) n r THE JOB SITE AT ALL TIMES CAP BLOCK J p J ) a W N a TYPE 8 HEADWALL(BY OTHERS) DIAMONDit to 1 1 yI�' PRO BLOCK -'—'-- ' cb W RSAVICUTASEGVIRED TO DATE: • _�• V HAND CUT BLOCK UNITS- 4 FT MINIMUM EMBEDMENT Z= < Z BY CAP BLOCK SLOPE MAY VARY f�j.. - _) (L 3 TOU TO WITHIN�'OF PIPE .Ir_� F W CONSTRUCT BUILDING INSPECTION DIVISION: 7°1 MITERED I I DIAMOND co 12 INCHES OF FREE __ i w w F CORNER RELEASE DOES NOT APPLY TO CONSTRUCTION IN RO BLOCK DRAINING AGGREGATE J o ¢ a SPLIT FACE EASEMENTS OR PUBLIC RIGHT-OF-WAY. 7 z= W rz e m �e /��( GEOBYNTHETIC REINFORCEMENT h - Z AND ENO ALL CHANGES MUST �/E APPROVED .__; I _GEOBYNTHETIC I � � CL • m a RE�ORCEMENT "<1,�"' I ( WRAP PIPE IN FILTER FABRICT REDUCE w in-J o N ......, WALL FACE -; ",'•' :'•. FINESWASHINGOUj THE FACE CAPBLOCK w W LLSLEEVE _ N cn 1.ALWAYS START CAPPING WALL FROM THE LOWEST ELEVATION. '.,}' GROLITAOUNDPND HRINK 0 V 2.LAYOUT CAPS PRIOR TO USING ADHESIVE - _ SLEEVE INSTAL POST O +„ ;.__ �..: •.-` ____ _ PRO BMOND SLEEVEINSTALLED DURING n. U N WALL CONSTRUCTION O 7 DIA.DRAIN TILE(EL VARIES) Q' p 3.CUT CAPS TO FIT.VARIOUS COMBINATIONS OF LONG AND SHORT CAP FACES ,c_ n. O WILL BE NECESSARY FOR RADII GREATER THAN THE MINIMUM. ' ' I �r ILL, r 4.ALTERNATE SHORT AND LONG CAP FACES EVERY OTHER CAP TO ACHIEVE A �-6"MINIMUM COMPACTED u STRAIGHT ROW OF CAPS. I SCOUR PROTECTION AS REQUIRED.USE RIPRAP OR GRANULAR BABE LEVELING PAD 0_� U 5.USE EXTERIOR-GRADE CONSTRUCTION ADHESIVE TO SECURE CAPS. f.t, PRECAST SLAB OUTLET BRACE BOND .�•.�.�..y-:y ��,, � AREA(DESIGNED BY OTHERS) BREAK AT WALL 6.REFER TO DETAIL 2 ON SHEET W5 FOR ADDITIONAL INFORMATION. ?r'S'!1(;(£4� U „ Li NATIVE r} �'�' ,-�`� r FACE VIEW SECTION VIEW bo w m z 6'MIN.COMPACTED 3 .f DIAMOND PRO® solL a CAP BLOCK DESIGN DETAILS �� DIAMOND PRO® Le�vE�NGPAoLAR aE DIAMOND PRO® DIAMOND PRO® WS (NOT TO SCALE) ! 7 1 TYPICAL STEP-UP DETAIL 10 THROUGH WALL PIPE OUTLET 13 FENCE DIRECTLY BEHIND WALL SHEET OF W5 (NOT TO SCALE) W5 (NOT TO SCALE) W5 (NOT TO SCALE) W5 6 SECTIONS AND DETAILS ,© �.. . ;�{.. ���:�= �:�= -• �°•�• - - I r:.-.� � �n�m::*�:�� riri�r:�rr:��:n�� • �':::;.:::aEiseiei'seeiErEBeeEeir.:9E3 ^��,'�;.: •�_.." 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Jf•.�`� /lxd:J�fl.�1 � .GG-%r.� J�,.G.L I �'li' �'f •' �: [11= ••1[=� = - — —C 'li=J— — �Tr-.7� �r:::l r /�?'i�i�J`i ✓ �:�. � �—n— — �r�. .�l;;'Ili :Ji.`EJix`✓i i?Ji`��'� •T � f `-,.._.-.�..-.�,.,.-,.-_��_ __._'__ _- .. ....�.-..-�-.-'v-•--•..-.�w,.-....-_._�-.-_ .._-.. r_ _ .� -.--.. �y � .- .. PROP VARIABLE -. WIDTH DRAINAGE RETAINING WALL DIMENSIONS INSTALL TYPE"B"HEADWALL EASEMENT ZONE "AE" ARE APPROXIMATE NTH 160 SF OF 8'ROCK RIP_ MEASUREMENTS. REFER TO RAP ON FILTER FABRIC(REF ,r"' PROPOSED 454 LF OF INSTALL TYPE " "HEADWALL (SEE NOTE 2) PROP VARIABLE RETAINING WALL TO BE DESIGN --- W17H 920 SF OF 8"ROCK RIP ANCHOR WALL ENGINEERING, TO SHEET C4.9 FOR DETAILS WIDTH DRAINAGE BUILD BY GENERAL LLC PLANS FOR �,\ RAP ON FILTER FABRIC(REF vu CONSTRUCTION OF WALL EASEMENT CONTRACTOR.PROPOSED 7O SHEET C4.7 FOR DETAILS D t5 30 60 LOT I,BLOL7(t PROPOSED 100-YR _ GUARD RAIL ALONG WALL WATER OAKS EVENT CENTER I if FLOODPLAIN (REFER TO ARCH FOR DETAILS) - GRAPHIC SCALE IN FEET (INST.N0.O2I5041532) P7 , ]7.9' L_E G E-T-7 [� _ - BOLLARD METER m BEGIN PRO CORNER c"0 POWER POLERIC BEGIN WALL PERTY o, - PROPERTY CORNER I „-�� --- e --- - BEGIN TRANSITIONLIGHT END BEGI TRANSITION !.� _ -- -- ET C3,0 a 18'CURB `' TO 18"CURB x., WATER STANDARD WALL d q O 1B" CU "- `- '' - A:- - LAN PE _ 1 Z E •)( °a WATER VALVE ® 309.D.LE OF 19•CURB PER DETAIL 1.SHE \ --- F. g' 4' DSCA - - -- ------ �- -•.r-- CONTROL VALVE I PP:(6)I - _- END Is" CURB ----- -z -------..-`------- AREA - - - I a N y�ewcwc ssre.c=, -- _ .. - TR50�� ($EE ��"2) d FIRE HTYDRAN '. _ ....... R5 ... _ _:..-- _ -- -- ---- -- �`'°h I "6 CLEANOUT - -= 4- R3 • R30 y MANHOLE H _ PROP.DUMPSTER. - � n TRAFFIC SIGNAL CONTROL TRAFFIC SIGNAL P r'°`^ AND: POLE _ �^a P .FIRE ^" -H s I TELEPHONE BOX YDRANT STRUCTURAL PLANS; y FLOOD LIGHT APPROXIMATE LIMITS OF I.I . I - FOR DETAILS) 45.a 32.0 u.e PROP. FIRE I `• FLAG POLE CITY OF GRAPENNE EXISTING I 1 I, - r --'-- va" TRAFFIC SIGN ULTIMATE 100-YEAR I ; �ti`' ('j• �xPROP 3.6' HYDRANT I / FLOODPLAIN PER PACHECO -^'^'-"`"= I EASEMENT WATER I IRS W%P CHECHOKOCH- CAP SET KOCH STUDY DATED I 5 - M+�T 5 I (c.N.) CONTROLLING MONUMENT 07-25-2017 I (REF-DETAIL 5 PROP. RAMP (REF TO I - PROPERTY LINE ' _' ARCH. AND STRUCTURAL II - I I ��C2.3) PLANS FOR DETAILS) I x FENCE COCRDINATE DESIGNATION WATER OAKS EYMErIT CENTER JIm 1k'' dd m � x PROPOSED FENCE (INST.N0.0 21 50 41 5 32) I I� s. _ I m IJ PROP. I F i T y GRATE INLET z z GENERAL NOTES __- ��( �~ r• - 1. REFER TO SHEET COA FOR GENERAL NOTES. INSTALL 195 SF OF r K" Q REFER TO DETAIL 1_ 12'ROCK RIP OF I l [ a m SHEET C5.4 ON FILTER FABRIC- IRAVER I I :� REF TO SHEET ( Q SPECIFICATIONS I - PROP. SAN. SEWER I I r r C C4.8 FOR DETAILS �• `.{ I IN DOUBLE CLEANOU V -- - -- J i I y` T m .� PROP.CURB I 4g - -.. 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PHASE If PROPOSEDSEGMENTAL DOT RET WALl3 I _�,. _° ANCHOR WALL ENGINEERING,LLC $ FFELLOWSHIP WEST P PHAS tt 1R t1i GRAPEVINE TFXAS 5909 BARER ROAD.SUITE 550 MINNETONKA.MN 55396.5998 al� '}.� PHONE:(953)9334865 CERTIFICATE OFAUTHORIZATION:F17394 September 11,2018 r�n1� Project JC 17-50 Sip Ce1I Stuart Bentley Project Manager Slaton Bros,Inc. 9001 Airport Freeway, Suite 830 North Richland Hills,TX 76180 Re: Engineering Conformance, Segmental Retaining Walls,DCT Freeport West Phase II, Grapevine,TX As you requested,Anchor Wall Engineering,LLC(AWE)has reviewed the information you sent pertaining to the construction of the segmental retaining wall systems at the referenced site. Background Information AWE prepared final design and construction drawings for the retaining walls on this project using Anchor Diamond Pro retaining wall units.The plans are titled"Proposed Segmental Retaining Walls,DCT Fellowship West Phase 11,Grapevine,Texas"with a final revision date of January 4,2018.The project number for the plans is JC 17-50.The retaining walls were subsequently built by Slaton Brothers in winter and spring of 2018. AWE was not retained to be on-site and observe the construction of the retaining walls.Therefore,we are relying on a review of photographs and compaction testing reports provided,to form an opinion on the construction techniques used and if the walls were constructed in general accordance with the approved plans. Construction On July 31,2018,AWE received photographs taken during construction of segmental retaining walls 1 through 4.We also received the retaining wall backfill compaction test reports prepared by Rone Engineering,Inc. (Project#1722349),dated between January 31,2018 and April 12,2018. The following observations can be made for walls 1 through 4 from the photographs and the test reports: 1) All retaining wall units used in construction were the Anchor Diamond Pro units. 2) The leveling pad appears to be placed according to the plans,the leveling pad dimensions appears to meet or exceed the minimum requirements in the approved plans. 3) Geosynthetic reinforcement appears to be installed correctly.The actual installed type and strength matches the correct product as shown in the approved plans. By observation,the vertical spacing and length of geosynthetic reinforcement appear to be in conformance with the approved plans. 4) The compaction tests provided meet or exceed the minimum specified requirement in the approved plans. Anchor Wall Engineering,LLC. main 952-933-8855 '� ❑ � 5909 Baker Road,Suite 550 toll free 800-473-4452 ^ N C 'H Minnetonka,MN 55345-5996 Fax 952-933-8833 , BUILD SOMETHING BEAUTIFUL 5) The draintile appears to have been placed according to the plans,near the base of the wall with outlets through the face of the wall. Conclusions It is our opinion,based a review of the photographs and compaction test reports provided,that the segmental retaining walls at the above referenced site were constructed in general accordance with the approved plans and the 2006 International Building Code, and we approve what has been done. General Engineering services provided by AWE engineers for this project have been conducted with that level of care and skill ordinarily exercised by members of profession currently practicing in Texas under similar time restraints. No warranty,expressed or implied,is made.Thank you for using the services provided by AWE. If you have any questions regarding this letter,please call Injue Larson or Jon Huyck at 952-933-8855. Sincerely, In Jue C.Larson,PE Senior Engineer September 11,2018 Registration Number: 121110 Certificate of Authorization: F-17394 IN JUE C. LARS N i0 7ue C. Larson, PE �, :••1211.10 1B42D893D14A42A... ,CENS .G���'�11/2018 3:28:34 PM PDT ``pN,A``EN.r Anchor Wall Engineering,LLC. main 952-933-8855 klIANCHOR 5909 Baker Road,Suite 550 toll free 800-473-4452 Minnetonka, MN 55345-5996 Fax 952-933-8833 BUILD SOMETHING BEAUTIFUL Manda Pancholy From: Paul Lee Sent: Tuesday, December 05, 2017 10:59 AM To: Chad Jones; Deborah Wood Cc: Alexander Camunez; Clayton Strolle; Curtis Bergthold; Daniel Steinshouer; Manda Pancholy Subject: DCT Fellowship West Phase II Expires: Wednesday, December 05, 2018 12:00 AM Chad, I received your phone call yesterday. The retaining wall submitted for permit has a few issues. The largest from my perspective is that it requires geogrid tie backs within the waterline easement. This issue was brought up before the project was approved. We will not permit this. There is no way to maintain the utilities within the geogrid. The penetrations of the storm line through the wall does not match the detail called for on the civil plans. Paul M. Lee,P.E. Sr.Civil Engineer Office:817-410-3144 Cell:817-564-6649 I 1 Manda Pancholy From: Paul Lee Sent: Tuesday, December 12, 2017 9:54 AM To: Chad Jones Cc: Clayton Strolle; Alexander Camunez; Curtis Bergthold; Daniel Steinshouer; Paul Lee; Manda Pancholy; Deborah Wood; John Robertson Subject: RE: DCT Grapevine-Wall permit revisions Attachments: SKM_C55817121208360.pdf Expires: Wednesday, December 12, 2018 12:00 AM - a-o Detail 10 on the attached plan from the retaining wall permit set shows the headwall placed in front of the retaining wall with a piece of exposed pipe. This is not what was shown on the approved civil plans and is not acceptable. Provide a dimension from the property line to the face of the bottom of the wall. Show the thickness of the wall including batter to determine the length the geogrids penetrate the site and distance from the top of wall to curb for fence and required landscaping. The water line increases in depth at 7+00 and appears that the bedding will penetrate the area of the Geogrids used to support the wall. I need to be able to maintain the water line without impacting the wall after the wall is constructed. The inspector is very interested in the construction sequence that will allow all of these to be constructed per the requirements of the plans. I am not sure that clear communication is happening between all of the involved parties(Retaining wall engineer,Civil Engineer, Contractor,owner, Building Dept.,and Public Works). Please reach out to Deborah Wood to set up a time we can meet so we can try to get this back on track to a solution. Paul M. Lee,P.E. Sr.Civil Engineer Office:817-410-3144 C-II:817--564-6649 From:Alexander Camunez[ Sent: Monday, December 11, 2017 3:39 PM To: Cc:Clayton Strolle< Subject: DCT Grapevine-Wall permit revisions Mr. Lee, Attached is the revised utility sheet shifting the proposed 8" water line south 3.5'to maintain adequate separation from the geo-grid. I have also attached a profile of the portion of the 8" water line in question. I spoke to the wall subcontractor and they are submitting their revised plans this afternoon which shows the proposed water line overlaid on their plans. Please let me know if you need hardcopies or any additional information for your wall permit review. Thanks, Alexander Camunez, EIT 1 _Manda Pancholy From: Manda Pancholy Sent: Tuesday, December 12, 2017 10:19 AM To: ' Subject: FW: DCT Grapevine-Wall permit revisions Attachments: SKM_C55817121208360.pdf Expires: Wednesday, December 12, 2018 12:00 AM Dustin Zrilkosk, Please provide drawings in three hard copies sealed and signed by the engineer in response to Public Works Department comments send to Chad today by Paul Lee. Thanks Manda Pancholy From: Paul Lee Sent:Tuesday, December 12, 2017 9:54 AM To:Chad Jones< Cc:Clayton Strolle< ;Alexander Camunez< ; Curtis Bergthold < ; Daniel Steinshouer< ; Paul Lee < ; Manda Pancholy< ; Deborah Wood < ;John Robertson< Subject: RE: DCT Grapevine-Wall permit revisions Chad, Detail 10 on the attached plan from the retaining wall permit set shows the headwall placed in front of the retaining wall with a piece of exposed pipe. This is not what was shown on the approved civil plans and is not acceptable. Provide a dimension from the property line to the face of the bottom of the wall. Show the thickness of the wall including batter to determine the length the geogrids penetrate the site and distance from the top of wall to curb for fence and required landscaping. The water line increases in depth at 7+00 and appears that the bedding will penetrate the area of the Geogrids used to support the wall. I need to be able to maintain the water line without impacting the wall after the wall is constructed. 'The inspector is very interested in the construction sequence that will allow all of these to be constructed per the requirements of the plans. I am not sure that clear communication is happening between all of the involved parties(Retaining wall engineer, Civil Engineer, Contractor, owner, Building Dept., and Public Works). Please reach out to Deborah Wood to set up a time we can meet so we can try to get this back on track to a solution. Paul M. Lee,P.E. Sr.Civil Engineer Office:817-410-3144 Cell:817-564-6649 1 Manda Pancholy From: Albert Triplett Sent: Monday, January 08, 2018 12:35 PM To: Alexander Camunez Cc: Manda Pancholy Subject: Re: 3175 and 3193 Bass Pro Drive Hello Mr. Camunez, believe I have a more clear understanding of what is proposed for the site. 1 . Retaining wall #1 is being pushed north. 2. A four (4) foot landscape area between the curb and the wall will exist 3. The approved site plan and landscape will need to be revised. 4. A portion of retaining wall #1 encroaches on the adjacent lot. 5. An approval letter from the adjacent property owner to allow the encroachment has been requested from Public Works and Building Inspections and is forthcoming. 6. Planning is anticipating a revised dimensional control site plan and landscape plan as a result of the retaining wall relocation. If there are any details which I omitted or need correcting, by all means please do so. Thank you for your help. Albert L. Triplett Jr. Planner II City of Grapevine 200 S. Main Street Grapevine TX 76051 817.410.3155 1 Manda Pancholy From: Manda Pancholy Sent: Monday, January 08, 2018 2:10 PM To: ' Subject: 17-4291,4292 3175,3193 Bass Pro Dr(Retaining walls) Dustin Zulkoski, Response to drawings submitted to Building Inspections Department on January 5,2018 for above permit provide required information in response to following comments in 3 hard copies. 1.Provide City of Grapevine address in address box and not city of Fort Worth address. 2.Site plan showing and labeling distance of retaining wall from the property lines.See dimensional control plan submitted to Public Works Department for detail dimensions. You can submit dimensional control plan for all retaining walls, high light retaining walls, label leaner feet of walls on it. Provide detail sections showing height of retaining wall from bottom of the footing,foundation depth below grade level. 3. Provide an approval letter from adjoining property owner to allow the encroachments as discussed in the meeting on January 5, 2018. 4. Planning Department has requested revised dimensional control plan and Landscape plan, provide same to Building Inspection Department. Manda Pancholy Plans Examiner City of Grapevine 817-410-3150 Manda Pancholy From: Paul Lee Sent: Tuesday, December 05, 2017 10:59 AM To: Chad Jones; Deborah Wood Cc: Alexander Camunez; Clayton Strolle; Curtis Bergthold; Daniel Steinshouer; Manda Pancholy Subject: DCT Fellowship West Phase II Expires: Wednesday, December 05, 201812:00 AM Chad, I received your phone call yesterday. The retaining wall submitted for permit has a few issues. The largest from my perspective is that it requires geogrid tie backs within the waterline easement. This issue was brought up before the project was approved. We will not permit this.There is no way to maintain the utilities within the geogrid. The penetrations of the storm line through the wall does not match the detail called for on the civil plans. Paul M. Lee,P.E. Sr.Civil Engineer Office:817-410-3144 Cell:817-564-6649 1 Manda Pancholy From: Paul Lee Sent: Tuesday, December 12, 2017 9:54 AM To: Chad Jones Cc: Clayton Strolle;Alexander Camunez; Curtis Bergthold; Daniel Steinshouer; Paul Lee; Manda Pancholy; Deborah Wood; John Robertson Subject: RE: DCT Grapevine-Wall permit revisions Attachments: SKM_C55817121208360.pdf Expires: Wednesday, December 12, 2018 12:00 AM Chad, Detail 10 on the attached plan from the retaining wall permit set shows the headwall placed in front of the retaining wall with a piece of exposed pipe. This is not what was shown on the approved civil plans and is not acceptable. Provide a dimension from the property line to the face of the bottom of the wall. Show the thickness of the wall including batter to determine the length the geogrids penetrate the site and distance from the top of wall to curb for fence and required landscaping. The water line increases in depth at 7+00 and appears that the bedding will penetrate the area of the Geogrids used to support the wall. I need to be able to maintain the water line without impacting the wall after the wall is constructed. The inspector is very interested in the construction sequence that will allow all of these to be constructed per the requirements of the plans. I am not sure that clear communication is happening between all of the involved parties(Retaining wall engineer, Civil Engineer,Contractor, owner, Building Dept., and Public Works). Please reach out to Deborah Wood to set up a time we can meet so we can try to get this back on track to a solution. Paul M.Lee,P.E. Sr.Civil Engineer Office:817-410-3144 Cell:817-564-6649 From: Alexander Camunez[mailto:acamunez@pkce.com] Sent: Monday, December 11, 2017 3:39 PM To: Paul Lee< Cc:Clayton Strolle< Subject: DCT Grapevine-Wall permit revisions Mr. Lee, Attached is the revised utility sheet shifting the proposed 8" water line south 3.5'to maintain adequate separation from the geo-grid. I have also attached a profile of the portion of the 8"water line in question. I spoke to the wall subcontractor and they are submitting their revised plans this afternoon which shows the proposed water line overlaid on their plans. Please let me know if you need hardcopies or any additional information for your wall permit review. 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Thanks Manda Pancholy From: Paul Lee Sent:Tuesday, December 12, 2017 9:54 AM To:Chad Jones<chad@fapeinado.com> Cc:Clayton Strolle< ;Alexander Camunez< ; Curtis Bergthold < ; Daniel Steinshouer< ; Paul Lee < ; Manda Pancholy< ; Deborah Wood < ;John Robertson < Subject: RE: DCT Grapevine-Wall permit revisions Chad, Detail 10 on the attached plan from the retaining wall permit set shows the headwall placed in front of the retaining wall with a piece of exposed pipe. This is not what was shown on the approved civil plans and is not acceptable. Provide a dimension from the property line to the face of the bottom of the wall. Show the thickness of the wall including batter to determine the length the geogrids penetrate the site and distance from the top of wall to curb for fence and required landscaping. The water line increases in depth at 7+00 and appears that the bedding will penetrate the area of the Geogrids used to support the wall. I need to be able to maintain the water line without impacting the wall after the wall is constructed. The inspector is very interested in the construction sequence that will allow all of these to be constructed per the requirements of the plans. I am not sure that clear communication is happening between all of the involved parties(Retaining wall engineer, Civil Engineer, Contractor,owner, Building Dept.,and Public Works). Please reach out to Deborah Wood to.set up a time we can meet so we can try to get this back on track to a solution. Paul M.Lee,F.E. 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Retaining wall #1 is being pushed north. 2. A four (4) foot landscape area between the curb and the wall will exist 3. The approved site plan and landscape will need to be revised. 4. A portion of retaining wall #1 encroaches on the adjacent lot. 5. An approval letter from the adjacent property owner to allow the encroachment has been requested from Public Works and Building Inspections and is forthcoming. 6. Planning is anticipating a revised dimensional control site plan and landscape plan as a result of the retaining wall relocation. If there are any details which I omitted or need correcting, by all means please do so. Thank you for your help. Albert L. Triplett Jr. Planner II City of Grapevine 200 S. Main Street Grapevine TX 76051 817.410.3155 i Manda Pancholy From: Manda Pancholy Sent: Monday, January 08, 2018 2:10 PM To: ' Subject: 17-4291,4292 3175,3193 Bass Pro Dr(Retaining walls) Dustin Zulkoski, Response to drawings submitted to Building Inspections Department on January 5, 2018 for above permit provide required information in response to following comments in 3 hard copies. 1.Provide City of Grapevine address in address box and not city of Fort Worth address. 2.Site plan showing and labeling distance of retaining wall from the property lines.See dimensional control plan submitted to Public Works Department for detail dimensions. You can submit dimensional control plan for all retaining walls, high light retaining walls, label leaner feet of walls on it. Provide detail sections showing height of retaining wall from bottom of the footing, foundation depth below grade level. 3. Provide an approval letter from adjoining property owner to allow the encroachments as discussed in the meeting on January 5, 2018. 4. Planning Department has requested revised dimensional control plan and Landscape plan, provide same to Building Inspection Department. Manda Pancholy Plans Examiner City of Grapevine 817-410-3160 i Manda Pancholy From: Albert Triplett Sent: Tuesday, January 16, 2018 6:40 PM To: Manda Pancholy Cc: Alexander Camunez; Bobby Pross; Art Barkley( Subject: FW: DCT Freeport West II -3175 and 3193 Bass Pro Drive Attachments: 14087 DCT FPW - 18.01.09.pdf; C2.0 SITE PLAN.PDF Manda, the Dimensional Control Site Plan and Landscape as depicted are acceptable. Thank you. Albert L. Triplett Jr. Planner II City of Grapevine 200 S. Main Street Grapevine TX 76051 817.410.3155 From: Bobby Pross [mailto:bpross@pdgarch.net] Sent:Tuesday,January 16, 2018 5:03 PM To:Albert Triplett< Cc:Alexander Camunez< ; Art Barkley( < Subject: DCT Freeport West II Albert See attached revised Landscape plans and Civil plan. Let me know if you need anything else. Thanks, Bobby Pross Pross Design Group Inc. 5310 Harvest Hill Rd. Suite 180 Dallas TX 75230 972-759-1400 From: Kori Haug [ Sent:Tuesday,January 16,2018 4:59 PM To: Bobby Pross< Cc:Alexander Camunez< Subject: FW: DCT Freeport West Bobby, Per your discussion with Arron. Let us know if you need anything else. Thanks, 1 / i PZ ITEM # 11 I { I(�AW.TON EASEMENT'-✓ ? /// ,I �/' /• NOTES I� ,T (vu.73as.!m.zzzcl I / 001 1. Cwt,*systwn b based on nt Sf. 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I ! fl 2014.Atb,bef p vjy 6 Wso shorn an Me Naf/md Flmd III-Pogrom Pood/nwronn Rote MOP tw J at F--^15•.AGE UFI STALON I TRJCT A / //�� emme re en T Mcwyerofed AM=,Atop No,484"CIL rlpr,Cwn"+:mify Ponof No 4480598 aND K.CROON.Date: GRAPHLC SCALE IN FEET AND UTUTY EASEMENT i FART OF VA""LE W10IN / S.Pldlneer 7$2009.AR of Me mbiect PaFerty it aePen to be facatad n Imo'X'and Zn4 AC n sob mopes fELLOWSHIP CF LAS COLINAS DRAINAGE EASEMENT �• // Tne bcatim P7 NRr saN neadranar h bored an soi0 mop, h oop-Anole ne 1.not-Wd n IA.9rmnd EMS:.NG.02002A2925) �I I (vOL.94576 PG,1111) (VOL6%42.PG 99[•} Rd%ewnt 2nar an d f..d n..V moo,ar Idlorr LOT 1, BLOCK t � BONE'AE' (TRA PG. D 6 �` `' WATER OAKS EVENT CENTER I TRACT N.S.NOS 5 AND 6 ✓ / z e £ - Spccd Frood Natu e A ea Mandated by 100 Swr eed Bare F and E ew4ans ar«aM.d (INST. NO. D215041532) I { I ( NOTE 2) JAPES GtB50N SURVEY. ,� / 1 I L WOt EVENTS GRAPEVINE,LLC �( I TRACT A ABSTRACT NO.586 // I zme'y'-aMr Ar.oa:Arepa daremrMtdd to e.aafsida M.D.zs nnua lnnw nood. / (INST.NO. 0234203694 I VARIABLE WIDIN ZONED CC I/ Zma'A'{Shaded)-VOW Rand A,-Armor of o.2s ooOat-1 aoex-of TS O"Ito diner woad ,/F 8. ` ( ) ^'DRAINAGE EASEMENT / I I ar�{a Ig (L'JL 8792,PG 996) F-I -2D'WIDE I1R-101.7-EASEMENT -,%oran to- el ha than I/t of 4-0oinage Arcot few Mm f aquarc mir,nd aem PROJECT L ATIOtt t3 a ZONED CC I ( � �-/ Nvaiaeead"by Newer o-am rx ewluar dlnu flood. � _ `N 0918'30" E 627.96 i __ _ oxsT x0.Ox+)07879J Ff I � ..�/''��J jAr J.The s✓,ay mseraet 1»u and city r ib Gnu sAo:m nwen wa ovIDorimob one ore net JpeatW m Ma grwnd. (! ; 201.22 `T / _ J I Nt7,034,373.87 J' � N 8R18'}i E ]49.08 G- )y I fhia pfof>s!b er4ela One N hit eom mot of n np;efled tract of Mnd. E:21-10,616.12 4.The µopoas o () P ZONE"X' No to AOo i- Durum of ]110 S:953(2 1f) sh96d ors 7vAar 01.o Povra Coo�'nele Sydtam, NOrM Cnfra'7nA N 4"'1'17'E 30'BV!tDNC SE1BwFK 5 451YSR' I I I (SEE NOTE 2) r98J(201 f)m 9nd wWaa na soda nd na Ixaparlon. � � 0•)�ETH L[ r I 37.26' IR.88 3, PART OF d i- APRtO1IfA7E L]WT5 I i { f �•p` I I (FELLOWSHIP OF LAS COLINAS .1 1'NlX09D UpLTTMWP�7C (VOL 94C91. ) •,;�"�� tR PG.i680 FLpODPUJM P7:T vAEMEW KOET I 1 { 'R I I 4�'Y% I R(VOL.:.578,PG. 1111) SiLIDT DARL 07-2�2017 9 DRAINAGE EASEMENT I o TRACT It— 5 ANC 6 1 - - (BY TNIS PLAT} I I , ig 'APES G!BSO.N SURVEY, ABSTRACT NO 566 �+si;f yDALLAS COUNTY zm_az I I s sovsnr w CC '.€i i{` MAPSCO LTA I T Sm'}a'31 W T�14.}E' ��•� I I { I f 16.9a': �`5-WATER EASEMENT I ! _ I, ' IN VICINITY MAP BY WATER E S i ar l; •�,• PART OF (NOT TO SCA:E) TO'UTILITY EASEMENT I I E i� -' 5 Dra033' I Io n "pp 'ELOWSHIP CF LAS COLINAS \ (INST N0 0707195a55) �m I I4a.9a' nI ^ dCa! VOL.51091,PG.T660) (VOL. 11578,PC. 1111, \ I ( �'I t ar TRACT NO. 3 �� tW �qp.8, JAAIES F c !BSOa..OR:'EY, 1 s Dfi'4015T5 ZONE"X" W� I , °$ ABSTRACT NO. 1716 SHADED ZONED LI PD-191 (SEE NOTE 2) (SEEN 07E a 2} ^� Ig s:l (CITY OF COPPELL) {.^ S 00.31'30' E t- r=.a" E� � f 360.30' LANE BEAR/NG LENG7N FOL;.AR;, }J 9 RINAGE EASEMENT C AN Ig I IS'WATER EA%PENT--y f ! I Cn EuCTRIC 6L% ///�w5•NG CEASE c55j f K' I lBY 0415 PIAr) I i ji } LI :585'3t It'W 4C.13 -b RRE OEPT,:CnN, f JN 89'26'JO'E L2 S U012-36'W 2.28' l'�FR[NYORAf:T LOr LC- { N 0031'30" W� ( i f k �.„t ' I I1 22.06' L u 5 89']C'44'W 1588' uQ'STAND ! 881.12'{`� `-' 5_'1•-`"1!S x 34!6 E OCT:REEPOfiT WEST PHASE D LLC 1 - - - --- -- ` '� ;s6UGI„SIANDA?D R { 1}•J.CS' La 566'4a'S2 W 1M.95' fJ PP W/LIC+' (INST.NO.021'J098i92) { R� -.PP Wf GUY AvC-.. I I O I ZONED U i ( !Pf-A - L5 5 67'J9'53'W 1 21.36' -P W/CROSS " LOT 5, BLOCK 2 I ¢4 g5�z { �I AT, iLENG H IN FEET) f I F FINISH FLOOR ELEVATIONS 541.rV 171 Lfi' N 83T5'19'W 17}3' r:t.ELECT6!C NETt- GENESIS ADDITION I / J E p IS'-TER EaSEUFNi N e92e'29'E ) L7 N 1913.21'W 27.98' "+•-TNA!T;3 S:CN r (INST. N0. 0207195455) I I t / ! 1 j 1 J ,( I ^• :STORM SEWE9 MA.Nr.CE '" ' j,'I N 89 iI- E 94.1! (6Y M'S PLAT} 5 8]1ti 29 w 377.10' G1� yBG L\ _GWcV 920. L� I r: �b, rr L� '---------------- \1 \ \ -------- •� .:G.OLi 3499"[67) ' w'�- _--) ---I-L-----_-_--------- S a5':e'O]'C' I J•f \�i ( i/l W ["EC:IT•INViArii y`COo.'_AVi•O::UD L r a /� - n aSZB'79 E SDJ.36' - I ' i ---------- BEl1lC/I 1KARK LIST IRI CH-ri ROD ZONED CC If �2N ATV;'S;'E D1�9 J2"x S3' I Sia LN` II 3%: Ea 91'L '� l x�PACHFGO%C-:N CAF sE1 I N 2) I s 77 =2«31 0E' BLOCK 1 1 I GRAPEVNE(7af J 9'A LJMINUY RDMSET,0. PcNcnD'P:FE"U nE (SEE NOTE / LOT t. COVER. ACCESS COWR IS STAMPED, OF u oN,oEY: EAF[NLNT i:NF 5 45V1'la•E 12.878 ACRES { I GRAPEVNE.MON.3%MONUMENT IS LOCA'ED AT THE -;%- -n --- --- A't e2 I I I ` !16.6s' (560.975 5� i I I ! i I INSIDE EME CRAPENINEE PUB C WORN.FA4C,FJ1 BRG9K `� OVERHEAD -D G LI S 25.01'(10"E { 1 I C!FY-590.5t ZZ 1iMii D-A!,C..AS LINE t -^T-"�%STATER U.1 49.35• AREA Td�L{ { ; •C L-SCALE SETBACK -8�'-w4iER LINL I s el3J'J9'W A'G.2O1GCC1t7:E!) FORCE MAN Ut3.6ti' TOTAL PLAT ILL AREA(12.67b A,rES I GRAPEVNE Wf 12�AIUNINUM ROD M•.TM CAP 5_T D.6'BELOW ACCESS -- 133Sf'}6'W\ 'S OP'Ca'M'E -']-Fr:ST SCNi¢.rt I Li 16 `S `1�2}.12' NEF PLATTED AM ACRE$ { < ( CpYER,ACCESS CDb£H?5 STAMPED.'GTE q / 1 ���!!! R!GHT-GF-WAY F + GF/PE`ANE, AR'". 7'. MONUMENT.s LOCATED AT INC ! (C.000 ACRE { w ', 1 WEATNCR S'ARC!I OF THE OGNPS OF ENONEERS AT (ti ('A .{ { 32.96' a I/(f DED1canON Pi { ` I r:�--(.--YAR:aB!E'AIOTa PUq:IC. THE GRAPENtifE NEApOUMTERS ON FNRWAT `tilRj +`,/ i{f. 2J 7 -DRAINAGE EASEMENT 1! ` EASEMENT H", 1 ACC 5 LASEU[NT pgIVE,(I IO FAIRWAY CRIME)nS-31.N0,D2043031¢5� N 25^!'sO'� sD ez.Jo W CATIONI 1.432 ACRES s i �NxeT.ND m L07 1, BLOCK 2taea' s 3D•4z•sr W i S OD-22'07a W GENESIS ADDITION PLANNING ZONING COMMISSION. _ I s j� N ar3D'20,5. �1 6a39'zs'w ,{ S 514.62• (INST. NO_ D204303185) I _� o.65'r am' I Dote Approxd: _ C_O L CREEK I{ Am AroY usfaEY!- I 4'FRELiNE EASEMEN un¢) I I ZO_4 r Chnimon:HODINGS.LP. LOT 1, BLOCK 1 (: 3) I ZONE "X' i OCT FELLOWSHIP MST.ND. D2D514141 I . F (SEE NOTE 2) S WEST ADDITION -:FIRCAE EASEMENT _ ZONED CC M DY in .5-tilay(INST. NO. 0201600117181) YV TOt-^-YR fL00DPLAIK / In I { lVOL.7MS.PG.2220) I 1 M US.MFNT� I I I I I I I OCT FREEPORT WEST LLC I O P TY Nq (asT.No.cz043D316:P; ; I I I (I!iST.NO. 2015002246C7) I I L I 6 m GRA EVINE CY CG(J L. ZONED U CREEKVIEW I ' ' i Ina a---L15'SEWAGE Urr STATION CITY OF COPPELL ; m/n N Date Aparpwd: - _ -" TO'U"LiT EASEMENT 1 { i AND UDLITT EASEMENT f { ( DRIVE I !W ZONE �( (INST.f•0 L12p<J07165 I N51.NO.0200242p25) !+1 I 5 N0.2C 6001.7 L_ Z SHADED I I(7p BE E IN T-JU BY I I I (\ VARIABLE WIDTH PUBLIC SCNE 9TI) -- I 0(r,Z = ! (,.TRNO, -A Ii SEPARATE INSTIYJNENO te'WAiFT EASE-MADLY ( _ (SEE NOTE 2) 25'`'60'ACCESS EASEMFIMT _ ----- _ ---. --------'- -------- Y eCre Y _ _. _ -.. / '45T.No.u2v-m31a5){t I� -- - BY MIS PLAT) S lriZe'29'w 328.00' --- J 1 I L-�-- C[FS5 CASEMENT --- ` ------. I r J F Lit 5 fOr. y _ I t�'`('�_�INST.ND..01 6 0 011 71¢t) ES BU,201 001171K • JP (A J N R as r- N 89RB'29'E 528.00' ----- (1!IS'f.NO_201E091e7!91; Z I� Se I __ _ I --.-- --------- II 1r" 1--- I W -----1- ----f0 28.00E ANO 5 W'31'31'E I f /' 60' W v E L_,_- - 1V WATER EASEMENT PEDESTOAN EASEME T b'BUILDING SETBACK Cry. SHEET 1 OF Z 3 50'FR!vATE ACCESS 4700'JI'Jl W (BY TINS PLAT) __--�8Y THIS PLA �' -�F- I' R.O.W. m EASEINE4T -- L-203.00' ( { __ -- TS'LAN05CAPE SETBACK _ _-i5'VTIy1TY- -ASr�M-fN?_ _-Y i�OGI rAQL� FLAT4 (;NSi.N0.D205v4B]17) 1 I ' S 8 Le! W 325.02 _J I (INST.N0.2016G01%1!1ir \iNST.NO.2 01 6 0 011 71 8!) 1 LOT N0.12P7195380) 1p ------- -Se'457'W 642.18�_ 5.02 D' �� 1 I LOT 1, BLOCK 1 3 H - i4x.s4' -- - IRF Ll S 89'31'it'W 59266' -i_311.sF' L -- 1/2-11 4ilXM RNA PONT OF O -� u d�0'07'07" S 88'S857, W 350_oD' RF b.D'3,46• Rr yLz IR ro�rr OF _ BETHEL ROAD W/TA3DWN MAPSNALL ; COARRA1 M DCT FELLOWSHIP WEST J w�?7.O6Q.H7.- K.Y,tAEQ/MMY'U-- -- - - CAP Pan+u -1 -t w g N:7.CSS.fi97.1T R-11,416.66' B -- (VARIABLE WIDTH RICHT-OF-WAT) HOSE E:a418,19fi.33 L>"T1235' t R L-23.62' (VAJUASU MOTH wart-Cf-WAY) T-106.18 +Psi PANE_aT..etAaa« -- - - - - - - - - - -- P ■1 a Taa11.81 -- - - --- -- -- -- - - - r A-- - -- - - - -aWuzrP:nnrsN - - r - - --- - -- - -T- - - - -- C8-5 9 OT'30' W C8�5 89 I4 50 W { LOCATED IN - CD-23.62' C0-212 35' -___ _ _ _ _ __ __ - - ------ THE CiTY OF GRAPEVINE, TARRANT COUNTY, TEXAS, 4 - - - - - - - - 12.878 ACRES, 1 LOT OUT OF THE � { JAMES GIBS EXISTING ABSTRACT NO. 586, This pie fded m_- 164ift-1 No. /1► p/� /► 7557 RAMBLER 11,SUITE 1400 { OWNER: SURVEYOR ENl7NEER aV eCQ Qty DALLMS.Ty 75231 972.2J5.3077 PRELIMINARY )CT FREEPORT WEST PHASE 11 LLC. PACHECO KOOM k REG lNOx 2PONG DqM r-14439 $� TNIS DOCUMENT SMALL NOT BE RECOFIDED FOR ANY 5310 HARVEST HILL ROAD. 7557 RAMBLER ROAD.SUITE 1400 i%REG SURVETItTG flRN LS-101931fu5 RPURPT) AND WALL NOT BE IUED OR>,EWtn Ga SITE 270 DALLAS, TX 73240 DALLAS, TET AS 752.31 3 pCLEU 17PON As A FINAL sYRKY OOt.11ME1T. 550 PRANIY 8F LMECEm aY SCALE PAFE JOE AYM£A CONNTTACT�JOEE WILLIAMS MS CON ACT: JONATHAIN COOPER !P FICLAW ED a/n/17. RMT JW JEc T'-60' AUt9U5T 2077 2768-i7.228 ; Ys PAy:Oi F(i.LOW$HIP OT (yVL,na001, : / I SITE DATA INFORMATION PerP ,9 EXISTING ZCOMMUNITY COMMERCIAL 1�I `DISTRICT /// O 25 so 100 750 1. PROPOSED USE: I1 INSTALL 160 SF"HEADWALL _4W�s N�Lly OFFICE/WAREHOUSE 5. PARKING KING: D: U I WITH 160 SF of e"ROCK I / CAR PARKING: m i RIP RAP ON FILTER FABRIC ��_� / 2, PROPOSED BUILDING AREA: BUILDING 2(INCLUDING 6 H.C.) =131 GRAPHIC SCALE IN FEET ` N I (REF TO SHEET C6.1 FOR NIA 1 DETAILS / 1 TOTAL WAREHOUSE(go%)_ 184,237 S.F. BUILDING 3(INCLUDING 4 H.C.) =64 INSTALL TYPE'B"HEADWALL � BUILDING 2 - 105,461 S.F. 'NTH 6D SF OF 8"ROCK RIP_ _ R. N I UNITS OF IDD-YEAR RAP ON FILTER FABRIC(REF TO �/ BUILDING(1 789,69 S.F. TOTAL PARKING PROVIDED =195 SHEET C6.1 FOR DETAILS _ TOTAL OFFICE(10%) 9,698 S.F. BOLLARD LOT L BLOLTC 1 I II Foc®- �-� PRGPOSEn wgLL } mA 12 PROPOSED BUILDING 2 = 5.551 S.F. S. SITE COVERAGE: HATER OAKS EVENT CENTER 1 Il �.R BLDG-- 42"HT.WOOD FFfICE - ;' "f�; -BEGIN xD•WOE DRNNACE E po ELECTRIC METER 6NST.N0.D215041532) I 5t:1BncK � FOR SCREENING�® - :�:I IF DF / --I EASWENi AGRFENENT BUILDING 3 4.147 S.F. TOTAL SITE 580,975 S.F.(12.878 AC.) POWER POLE L 40A WALL TOTAL BUILDING 193,935 S.F. BUILDING FOOTPRINT 193,935 S.F.(4.452 AC.) LIGHT STANDARD EXISTING ZONING: I 197.0 I -- �� UILDING 2 = 111,012 S.F. PAVEMENT 240,468 S.F.(5.520 AC.) WA COMMUNITY O+o - w _.. --R50.0' BUILDING 3 = 82,923 S.F. BUILDING COVERAGE 34.6% WATER VALVE R CO STRICT L WALL S G ---aReP.-, �WAiER - PAVEMENT COVERAGE 42.9% CONTROL VALVE DISTRICT - - R@P-B'�rwa� _ - --- T Rso.o'-- 5,. 3. BUILDING HEIGHT: OPEN SPACE PROVIDED 22.5% �� IRRIGATION 1i __ -- - BUILDING 2=45'-6. WDC EVENTS GRAPEVINE,LLC �_ -^ -'�2�'Ol• FxO FIRE HYDRANT (INST. TSO.GRAPEVI E, I F NR30. R30.0' I I BUILDING 3-45'-6" 7. CITY OF GRAPEVINE: $ MANHOLE -- EXISTING: INDUSTRIAL(U) *ScOo TRAFFIC SIGNALCONTROL PROP PH I 4. PARKING REQUIRED: sP, TRAFFIC SIGNAL POLE �v ; I / RAMP PROPOSED BUILDING: B. PR17P00 USE AND OCCUPANCY CLASSIFICATION *ELEo TELEPHONE BOX REFUSE RamArr 11 rPalmo }C, _ WAREHOUSE(1:1000) BUILDING GROUP: B FLOOD LIGHT xaW I T ' PROP.M -{ I I r' - - BUILDING 2 = 106.461/1000 =106 STORAGE GROUP: S-1 4 FLAG POLE UNITS OF 100-YEAR I BUILDING 3 = 78,776/1000 -40 r TRAFFIC SIGN 1 INCH IRON ROD FLOOD%%N PROP.SANITARY- - -.I). ,� �- OFFICE(5+1:300) G IRS W//"PACHECH K CHH"CAP SET sEWv+LIFT 1 - --- - - 57A7I LI 1 P - BUILDING 2 = 5+5,551/300 =24 P PROP.GRATE) BUILDING 3 = 5+4,147 300 =19 (C.M.1 CONTROLLING MONUMENT zolzr (- I PROP, PRIVATE Il I"�T i ? / FENCE PROPERTY LINE D&A EgSEMENi - PROPDsm (W1y �E TOTAL PARKING REQUIRED =189 x PROPOSED FENCE END TREATMENT I 100-YR FLOODPLAIN LIMITS PAOF RT OF PROPOSED 24'FIRE LINE % (�,.nxmonmwi f (VOL940911 PG.680 AS INSTALL TE SF OF. ` }, : I I ( ) I12"NS GROUTED ROCK ••55LL J {- I (VCL.11578,PG.1111) RIP RAP ON FILTER PROP.CURS- I�. PROPOSED SF) FABRIC(REF TO SHEET I INLET (�'°0'2S$F� I F IT C6.1 FOR DETAILS t 1 I (I ... b TRACT 1 { •q Z IUI r• -1 o 112IM ACIl=(aft=9F) N I 5�,�, 1 NOTE: �� I „ 24ANE III- M PART OF I Y o?a CASE NAME: Y 1 FELLOWSHIP OF LAS COLINAS PROP.GRATE Qa P i I - I (VOL 84081.PG 16BD) INLET 2LANEE uu 1 1. ALL ON ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION CASE NUMBER: 1-�I I I I I.4- (VOL 1157&PG.1111) I-:I:: I ,,lo SHALL BE LOCATED UNDERGROUND. ADDRESS/LEGAL: & 2. PARKING LOT LIGHT STANDARDS INCLUDING THE BASE MAY NOT EXCEED i 30-FEET IN HEIGHT. I .II 3. OUTSIDE STORAGE IN CONJUNCTION WITH A PERMITTED USE SHALL REQUIRE/\ SITE PLAN CONDITIONAL USE PERMIT APPROVAL 15'SIDE BLDG. I I ' �.I I 4. SCREENED REFUSE AND GARAGE STORAGE ON A CONCRETE PAD AND CITY OF GRAPEVINE 230.0' s $ETBAC PROP.CURB SCREENED IN ACCORDANCE WTH SECTION 50.8.3. APPROVED /7 PROPosEo sioPeol�J SJI "ET ' � SOP ORAL 5. THE TERM"PROPOSED"OR"PROP."REFERS TO NEW CONSTRUCTION THAT END TREATMENT INUIT 1 IS INCLUDED IN CONTRACT EXISTING ZONING. IOIAI I 1 s END APPROVAL DOES NOT AUTHORIZE COMMUNITY INSTALL.'--RA-F OF 3' PROP.SANITARY 11 19 O• f WALL ■ pim L ANY WORK IN CONFLICT WITH {� COMMERCIAL 12'ROCK RIP P ONI h SEWER MANHOIE I ml. PROP _{ "' __ ANY CODES OR ORDINANCES 1 ' DISTRICT FIL ER FABRIC(REF �, 1RANffORNER 1 TO SHEET C6.1 FOR 2 J -598.02' ' DETAILS) 11 t OP BFR PROP.DOM. PAD PROP.FH LOT 5,BLOCK 2 PROPIOSED"I SLOP 1 .. 'I ) PRO.IRR METERS RAMP �R91.5 - /\\� OFlEAS ADDITION ENO 1REAlA1EN METERS FDc _ R3o.o I --- PLANNER 6NST.NO,D201195455) I - ' PROP PR: rFNO R30 O't� 0 Lr.IL R16.5 ,.� 0 UP OF 455 LF OF WALL - W J L # -.- -R300_ .. R50.0'.CALL Ob -_--- DATE \ LOWEN 1920.LPY _,.-..1�' .. __ - �- 7 / m 12"W, 12'W (INST.NO.D213299287) I /•PROP.PH PR(1P 8 SN{�TARN J_ \ R50.5' / C If�VATf.~ ''- \�\ I 1 I ! Rr- -I PROP.SANITARY �•� SHEET: -- OF --- \ PROP.SANITARY PRWFlRE SEWER MANHOLE R30.0' \yam UNITS OF 100-- IIJJ SEWER MM7 PRW.GRAZE �' \ FLDDDPLNN I 4I R30.0' I PROP CRAZE INLET PRW.GNLET� I... I Ra.5' -INLET DEPARTMENT OF DEVELOPMENT SERVICES \ R276.0' -R300.0' I 1..L■ 34 PROP.6'SANITARYi i WA ( PROP. E ARE PROP.GRATE SEWER PRIVATE ^ Gq�.J TM -J _ 3TGRAGE AREA I INLET 452.5' I 428.02'- 1 PROP.6'Sl1MITARY I -1 uxDsxMf!m0V�''' ��{r COTTONWOOD CREEK HOLDINGS, I rc SEWER PRIV TE ( - al I I (1•T T.NO.MMIOI-7 r) ty LP. I 1 - 1 gym' L0G°^DY CLAttON J.STROLLE Y (INST.N0.D205141413) MC 108906 - PROP• ' pni'n'P oMi m'imU11m) PROP.6' - FIRE 1i TARRANT COINr _�M �` ��, ff---BEMEL MAPSCO YrA THE SEAL APPEARING ON THIS DOCUMENT WAS WA91■Us IYIW a - AUTHORIZED BY CLAYTON J.STROILE,P.E.108906 ON PA too-°�YTA-IAm�IIiAi 1: � 0.0' -I 240 LF OF I I VICINITYMAP 08-03-2017.ALTERATION OF A SEALED DOCUMENT :4'FIRE WgLL (NOT TO SCALE) WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE _ �5 PROPOSES BLDO.-2 >< y0 ENGINEER IS AN OFFENSE UNDER THE TEXAS 455 LF OF LANEI�I `lt W (111.012 w) 1- I ENGINEERING PRACTICE ACT. WALL I 12.878 ACAES(all 6F) •l t_ 24'FIRE I �r PART OF - I LANE 1 1 a, EXISTING !!!WARNING! LL CASE NUMBER: SP17-08 a Ewwn I�.;I g o FELLOWSHIP OF LAS COUNAS I I BUILDING 1] O (VOL.94091.PG.1680) m ' EXISTING OVERHEAD/UNDERGROUND LOT 1.BLOCK 2 J rJ N (VOL 11578,PG.1110 p,�X I - TELEPHONE.ELECTRIC AND UNDERGROUND GENESIS AOdTION / I W 7 S CT EPORT WEST LLC - (NST.Nn 0zw303t8s) L., !% o �^ I (HST.No.eat soo22afio7) GAS AND FIBER OPTIC UTILITIES IN THE AREA. ' CONTACT UTILITY 48 HOURS PRIOR TO I CONSTRUCTION AT 1-800-DIC-TESS. i SIDE FXI DN-ZONING: �#- 482.0' _ 19 0' ����ryI S[T6ACK COMMUNIn I y _;I,_; WRLLI r1 1 w COMMERCIALADDITION -.o-Wt v,NLLI DISTRICT / r OW110pHT81) ZONE CHANGE REQUEST L07 J . I •= WWp�1C0 L•■1>E11WEx PRWOSED 5'3ExuN 1 I I I JI -+ Z17-02 IS A REQUEST TO REZONE 12.67 ACRES FROM P,a, �1 1i1_ 92.5' - I ! ( L "CC" COMMUNITY COMMERCIAL D? DISTRICT TO "LI" LIGHT m I PD � xPx T- _ -• R245 I INDUSTRIAL DISTRICT FOR Y R300 C ': -R2A5 ' 81 a :i t t j 1 I�9J U ` 1 R300 asL 1 -- ------ -- WAREHOUSE DEVELOPMENT _ wooDFENGEro .R19.5' t 2684 SF PROP.OF m �E((II REVISION n WAI{ 5 •. �. -- 6 a^°_ PROP..8 W L'.. /-R24.5' --STAMPED CONCRETE_----B.W- - SCREENING a / _- R145 �R2 0 : 1p�Y1d1 - _--_- ---- -- 'm h 7557 RAMBLER ROAD.SUITE 140D a, K /� c F R245. PROP FH_r -..: ,�.._ a - ' "'- R30.0 I° �•.= Pacheco oC DALLAS,T%73231 972.235A0.11 J I �''�'!I'"'CJ 72 I Id..• v-ABIE W D1x weUc r" Ad TX RE G ENGINEERING FIRM F-14439 �,__I R 0.0' I 112: -- 11 �-) ,1 1 t2'f ) PROP F. 1 ----- T%REG.SUR4EYING FIRM L5-1018380.5 LL DOM. I• (xsr NO 2D16Dmm4G Ir •• m I {P4..' ME�OP.IRR: f -- �D'BUAOum sTe�P[ MONUMENT ?':. _ '- -- w----- - -- - SITE PLAN o -PROP.FH 1PROP PROP.W SIGN L I'• METER ^„ 9GEWALK ' R30.0' � ° -- -- °_��s , SOUTHFIELD PARK 35- BUILDING 5 ' - -W --- - T T�y�Op, - Y'p.GP l BET ROAD - - i _ - _--- 2T RCP. 2T 0.CP. ^r n E ROAD .�_� 30'FROND BASSPROOR/VE ! ' ten' 400 WEST T .III xT _ wa� #emu oL BASS PRO DR/VE , �m+� JOHN GIBSON:SURVEr-Aas_,acrND. sae LINE 3 (CHANGE INSHLEET SET -- - FSINtrPYETN TNOMP90N SSURVEY-ABSTRACT NO. 1555 CITY OF DESO O,DA LAS UN TEXAS - - -- R=W. � T L CO TY, T S DESIGN DRAWN DATE SCALE NOTES FILE NO. 'n - - - - -- -- -- E;� �_ - - - - - -- -_ mi - - - - - -- - -- - - -- -- CJS AJC 2 17 fill Ci2.0 a�� __j. - �___ - - - MATCHLINE- REFER TO L1.02 z' �1. ' "I .'TRANSPLANT NOTES TREE PRESERVATION NOTES .. n rl�;,l, 1 1: _Y nrl>l�rrs :wi�� ��� ^ ��� a �a � � � 9^ � �IrI99r � � � 9Si• rillt Iwo I� =,i o n \ ,1. TREES SHALL HAVE TEN INCHES OF FOOTBALL 1. EXISTING TREES TO REMAIN SHALL BE PROTECTED 3 NO WIDTH FOR EVERY ONE 11 k1NCH CALIPER OF TREE. DURING CONSTRUCTION FROM TREE STRUCTURE O N E%ISTING TREE - `•f �' \, `\ _I - DAMAGE AND COMPACTION OF SOIL UNDER AND L a_=am TO BE REMOVED,TYP. 2. TREES SHALL HAVE ONE-FOURTH I7/41 THE HEIGHT OF AROUND GRIP LINE(CANOPY)OF TREE. Q U.�-O O THE TREE IN FOOTBALL DEPTH. 2. IF ANY ROOT STRUCTURE IS DAMAGED DURING 1 3. TREES SHALL BE DUG EITHER BY HAND OR BY THE USE ADJACENT EXCAVATION I CONSTRUCTION, NOTIFY _ I OF A TREE SPADE. TREE SPADE SHALL 8E A MINIMUM OWNER'S AUTHORIZED REPRESENTATIVE OF 60"_ IMMEDIATELY. IT IS RECOMMENDED THAT A LICENSED ARBO FIST BE SECURED FOR THE TREATMENT OF ANY 4. CONTRACTOR SHALL 'BE RESPONSIBLE FOR POSSIBLE TREE WOUNDS. MAINTAINING ALL TRANSPLANTED TREES IN THE EVENT THEY ARE UNABLE TO REPLANT THEM 3. NO DISTURBANCE OF THE SOIL GREATER THAN 4" 1; IMMEDIATELY AFTER DIGGING, CONTRACTOR SHALL SHALL BE LOCATED CLOSER TO THE TREE TRUNK COORDINATE WITH OTHL'R_TRADES SUCH THAT THAN V2 THE DISTANCE OF THE DRIP LINE TO THE DIGGING AND REPLANTING CAN OCCUR TREE TRUNK. A MINIMUM OF 75%OF THE DRIP LINE SIMULTANEOUSLY. AND ROOT ZONE SHALL BE PRESERVED AT NATURAL GRADE. '5. IN THE EVENT TRANSPLANTED TREES HAVE TO BE HELD ON SITE,IT SHALL BI RESPONSIBILITY OF 4. ANY FINE GRADING DONE WITHIN THE CRITICAL ROOT THE CONTRACTOR TO MAINTAIN THE TREES IN A ZONES OF THE PROTECTED TREES MUST BE DONE HEALTHY AND GROWING CONDITION. WITH LIGHT MACHINERY SUCH AS A BOBCAT OR _ LIGHT TRACTOR. NO EARTH MOVING EQUIPMENT THE FOLLOWING LIST SHALL BE USED AS GUIDELINES WITH TRACKS IS ALLOWED WITHIN THE CRITICAL ONLY FOR HOLDING OF TREES ON SITE: ROOT ZONE OF THE TREES. TREES SHALL BE SET'-ON GRADE WITH THE I + 1 1 _ `II ROOTBALL COMPLETELY COVERED WITH COMPOST S. NO MATERIALS INTENDED FOR USE IN CONSTRUCTION o S .I I AND MULCH. NO FOOTBALL SHALL BE EXPOSED. OR WASTE MATERIALS ACCUMULATED DUE TO a i b.TREES SHALL BE WIRED-AND STAKED SUCH THAT EXCAVATION OR DEMOLITION SHALL BE PLACED I f I THEY WILL NOT SLOW OVER. WITHIN THE LIMITS OF THE DRIP LINE OF ANY TREE. II 1I c.TREES SHALL BE WATERED DAILY BY HAND OR A Q l TEMPORARY DRIP/TRICKLE IRRIGATION SYSTEM 6, NO EQUIPMENT MAY BE CLEANED OR TOXIC II �I I D INSTALLED. SOLUTIONS,OR OTHER LIQUID CHEMICALS,SHALL BE 1 ' I DEPOSITED WITHIN THE LIMITS OF THE DRIP LINE OF A J,I 7. REPLANTING TREES SHALL FOLLOW THE SAME D I TREE,INCLUDING BUT NOT LIMITED TO: PAINT,OIL, PLANTING TECHNIQUES AS OUTLINED IN THE SOLVENTS,ASPHALT,CONCRETE,MORTAR,PRIMERS, m o 0 LANDSCAPE SPECIFICATIONS. ETC. B. TRANSPLANTING SHALL OCCUR IN THE LATE WINTER 7. NO SIGNS,WIRES OR OTHER ATTACHMENTS,OTHER OR EARLY SPRING. TRANSPLANTING IN THE SUMMER THAN THOSE OF A PROTECTIVE NATURE,SHALL BE # o SHALL BE AVOIDED. - ATTACHED TO ANY TREE. S. NO VEHICULAR I CONSTRUCTION EQUIPMENT TRAFFIC — 1 l41 I EXISTING TREE LEGEND OR PARKING IS ALLOWED WITHIN THE LIMITS OF THE DRIP LINE OF TREES. `PROPOSED BLDG.-2" I I S 1 (111.012 SF) I ,t I it 9. BORING OF UTILITIES MAY BE PERMITTED UNDER I _ TRACT I I- I ;I q EXISTING TREE - PROTECTED TREES IN CERTAIN CIRCUMSTANCES, THE { - I 1 1 ' 12878,ACRES 1 915 gI �? TO REMAIN MINIMUM LENGTH OF THE BORE SHALL BE THE WIDTH L _ O OF THE TREE'$CANOPY AND SHALL BE A MINIMUM _ DEPTH OF FORTY-EIGHT 148"l INCHES " I PART OF r1 r410M99P OF LA9 COWAS . ,_.. I- I I I', F: :I ) I_ _ I I I EXISTING TREE VOL 940D1.PG 1980 VARIABLE'MOTH (VOL 11a74 PG HH) - I� 4 I I 'i, ® TO BE TRANSPLANTED 70.THE CRITICAL TRENCHING WHICH MUST BE DONE WITHIN AVIGATION EASEMENT- `J 1' THE CRITICAL ROOT ZONE OF A TREE SHALL BE DUG \P•1101 BY HAND AND ENTER THE AREA IN A RADIAL MANNER. pNN (VOL.]BBS,P.0:-222D) + } _ '9 EXISTING TREE 11.ALL TREES TO BE REMOVED FROM THE SITE SHALL BE m I CI 1 i.,1 I' 1 I�I'(\ TO BE REMOVED FLAGGED BY THE CONTRACTOR WITH BRIGHT RED VINYL TAPE 13"WIDTH)WRAPPED AROUND THE MAIN I I ' TRUNK AT A HEIGHT OF FOUR 14'I FEET ABOVE GRADE. - 1 TREE PROTECTION FENCING I' _ _) 1 1�l.yyl FLAGGING SHALL BE APPROVED BY OWNER'S 9T 'I`. - ,�+'!• TO REMAIN DURING CONSTRUCTION F '(� REMOVAL CONTRACTOR SHALL CONTACT OWNER'S :1 W18 REFER TO 011L1.01 AUTHORIZED REPRESENTATIVE PRIOR TO ANV TREE OF AUTHORIZED REPRESENTATIVE WITH 72 HOURS IF NOTICE TO SCHEDULE ON-SITE MEETING. / I '' 12.ALL TREES TO REMAIN,AS NOTED ON DRAWINGS, - J SHALL HAVE PROTECTIVE FENCING LOCATED AT THE v •I' I I - / I I I I, TREE's DRIP LINE. THE PROTECTIVE FENCING MAY BE A COMPRISED CF SNOW FENCING, ORANGE VINYL i \ \I, CONSTRUCTION FENCING, CHAIN LINK FENCE OR Q) PROP 15, WATER - I k :I OTHER SIMILAR FENCING WITH A FOUR (41 FOOT m f EASEMENT \ jl AP SHALL HEIGHT. THE PROTECTIVE FENCING SHALL BE LOCATED AS INDICATED ON THE TREE Q a P PROTECTION DETAIL 0.� 13.WHEN A LOW HANGING LIMB IS BROKEN DURING THE D v '//I, 1, COURSE OF CONSTRUCTION,THE CONTRACTOR SHALL DNOTIFY THE I= VE IMMEDIATELYO UNDER NO CIRCUMSTANCE WNER'S AUTHORIZED SHALLTHE ---- --I. 121CHINESE PISTACHE y. PRUNE ANY PORTION OF THE DAMAGED TO BE TRANSPLANTED _ °y•`�" J�•t�' a OWNER S AUTHORIZED REPRESENTATIVE. TREE WITHOUT THE PRIOR APPROVAL BY THE o REFER TO LANDSCAPE �'�a` •'� -- - --__--- - "�.// PLAN FOR LOCATIONS \;�. '•1 :V� NTATIVE. 0! I ----------------. --- ---- ---_ �. REFER TO PLAN FOR i • I ',� -. � C• �y EXISTING TREE TO REMAIN — — — --- - - _ - _ �L�FJ�SETBACK—_ - -.` - \� - e=•�. _' of CONSTRUCTION FENCE,OR N I CHAINLINK FENCE AGE VINYL EN 11+ I III II •- II � — \ 1 — __ _ _ --�� �. � __... -s_pl•'.-w1r-, _ �7' � Qo -- -- _`--'�'—+ 1 �- EXISTING GRADE TO eN � REMAIN UNDISTURBED _ METAL T-POST AT BASS ARO DRIVE 3 mTYY"w o EACH OF FOUR CORNERS wavenm" °v....�,..vawwwrawr xxo' a_ m-s eouyr w — W (n Q 1 LIMITS OF DRIPLINE I TREE PROTECTIVE FENCING x O 1 NOT TO SCALE L ? w.I tai SITE PLAN ~ 5 CITY OF GRAPEVINE O APPROVED W � W LLJ APPROVAL DOES NOT AUTHORIZE IY ANY WORK IN CONFLICT WITH W ANY CODES OR ORDINANCES. I— U PLANNER SP17-08 0 BUILDING 2&3 DATE TREE PRESERVATION PLAN job no 4245 North Central Expy SHEET: F OF:13_ A SCALE:1"=30'-0" �F BELLE Suite 501 sheet 'DEPARTMENT OF DEVELOPMENT SERVICES FIRMA Dallas,Texas 75205 • L1•01 0 15 30 60 214.86$.7192 office v rt�r vnrclnoLc �� I TREE SURVEY FIELD DATA•9Xtd462 S S D { WIDTH DRAINAGE �i \I 11 N., DM, 6 w. fth. m lbX ;, ' I I EASEMENT inchog 1LmerlrLlm XxmP1 6i o 11/ 1 ! I 6299 8 CEDAR TO B YcPK9dED EXEMPT:DRIVE ABLE 6 L O I I I PROP VARIABLE _-_ -_-_-� i 630D 20 MULT-TRUNK ELM TO BE I EMOVED EXEMPT:GRADING t0 4 O ❑p I I I WIDTH DRAINAGE / EXISTING TREE ! 1 mm 10 ELM TO BE REMOVED E)EMPT:GRADING I I I EASEMENT / TO REMAIN,TYP. sm 14 CEDAR ELM TO BE REMOVED EXEMIPT'.GRADING - (2)TREE CREDITS I '.�V TREE PROTECTION I TRACT 2 PROPOSED 63M 10 CEDAR ELM TO BE REMOVED EXEMPT-GRADING I TREE PROTECTION 6326 14 ELM TO REMAIN 1 I ! FENCING TO REMAIN I _ -��( J / FENCING TR REMAIN 20 WIDE DRAINAGE r - -. - DURING CONSTRUCTION SEMENT AGREE..1_NT 10 CEDAR BE RE EXEMPT.GRADING I DURING CONSTRUCTION. i , / D IN REFER TO 011L7.01 I ! 10 CEDAR ELM TO REMAIN E REMOVED REFER TO 01lLt.0, �'\5456 \ 1 -- - 63-� 12 CEDAR ELM TO REMAIN 1 I I 6478 ^.../. E U I 6331 12 MULTI-TRUNK CEDAR ELM TO REMAIN 1 A am 10 CEDAR ELM TO REMAIN 84fi8 - - 077 am 10 CEDAR ELM TO REMAIN 1 /6457/ 6411 c-.__-->r��--__--__----._La -�B7 I 633r 6 ".POST AKELM TO REMAIN t TO REMAIN 644 7 (- -_.-- ---�_.\ -_-� —!------------- -------------- 648o L I\ a/ _ _ _ —e 6335 B POST TO REMAIN 1 I I �p LDINC SET r 4 \ \saso EXISTING TREE -- ---- 6374 12 CEDAR E1TO REMAIN 1 _ TO BE REMOVED.TYP- 1 EXISTING TREE`\ t - ,zL -----� --._--'—'---' - T----- ----- .�\ B68 - �75 22 CEDAR ELM TORE TO REMAIN 2._8428-_----- -- -�. 8601 I 1 .a J_l._-+_!--\\ 83T7 7 CEDAR ELM TO REMAIN 1 REMAIN,TYP.- _ '_ . - / - �/- 65621 f 6317 MlIL7HTRUNK CATALPA TOREMAIN 2 ITO Sazs .I r -- 6a2, I 11 I Jl REMOVED EXEMPT GRADING 664413 B ELM TO BE REMOVED EXEMPT.GRADING ;6422 I I I j 18420 131 TREE COEDITS o- I; I I I I 6414 6 HADELM TO BE REMOVED EXEMPT:GRADING PROP 15' WATER 1 1 t 64t6 8 ELM TO REMAIN 1 I `#�6423 _ 11 4 ♦i• ' EASEMENT I ` �- 1 V 8417 '.2 M11L71-TRUN(HACKBERRY NREMAN 1 ' v I I I 641a 16 MULTI-TRUNK CEDAR ELM TO REMAIN 21. 6419 7 CEDAR ELM 70 REMAIN 4 I ! (A I I I F ! I Soo\ 6420 20 CEDAR ELM TO REMAIN 2 0421 7 HACKBERRY TOREMAN 1 6422 6 HACKBERRY TO REMAIN 1 6423 7 MESQUITE TC REMAIN 1 o 1 J 6417 �I I41 I I- - ��9 ZOiOr ILrL� I 8418 XX ! 111 { - W 8 HACKBERRY TO RENNIN 1 I I r U41 l21 TREE CREDITS 1 ! I 1 \ I / 4 o f z z 6426 7 BOSS O ARC TO BE fEMOJE'] EXEMPT'GRADING L T FRIV[,T� \ at iJ c+ �p 815t: 8 CEDAR ELM TC BE REMOVED EXEMPT:GRADING I -y0 < ¢ 6456 73 CEDAR ELM TO BE REMOVED EXEMPT:GRADING k o "�F•t A E EASEMEN' I z rc rc rn �L---------- - I I,. --- -rT-12M£E%" ! ( m i P. 60.4 10 14ULT1-TRUNK CEDAR ELM TO BE REMOVED EXEMPT GRADING 1 r /------- 1 6458 8 CEDAR ELM TO BE REMOVED EXEMPT:GRATING �_ 12 MULTITRUNK CEDAR TO BE REMOVED EXEMPT:GRADM -- fiats Sala l21 TREE CREDITS I �- Y 1 8486 7 CEDAR ELM TO BE REMOVED EXEMPT'GRADING I. 1 >- I 6467 8 ELM TO REMAIN 1 TO REMAIN I Y --�; I I 1 u I 6637 ¢ w 648C e M CEDAR ELMS 7C BE REM(NED L E]EMPT:DRIVE ABLE ! '6379 I 1 I I I' Z \ a FELLOWSHI I 6378 1 .� I---�11 8478 6 DEAD TREE TO BE REMOVED EXEMPT \`L. o (VOL. 9 qq3 8 VULTF7RURK CEDAR ELM TO BE REMOVED EXEMPT:GRADING } 6538 mo m 40 (VOL (638 !0 CEDAR ELM TO REMAIN 1 W41 12 CEDAR 9 CEDAR ELM TO BE REMOVED E)EMPT:PARKING +14,• 6377 ` x ELM 121 TREE CREDITS .! ! Y I V p 0 66%� 7 MULRTR NKRCEDAR ELM TO REMAINTO REMAIN 1 �x PNN 37 I II I EXISTING TREE— ! TO REMAIN,TYP.—Tp I 8861 10 CEDAR ELM TO BE REMOVED EXEMPT GRADING I I � B%2 12 CEDAR ELM TC BE REMOVED EXEMPT:GRADING * tF 1 I 63,75 �I I �- I PROPOSED BLDG.-3 I L .Tj 666E 8 CEDAR ELM TO EE REMOVED EXEMPT.DRIVE AISLE (82.923 SE) I I q] I 688'7 8 CEDAR EIM TO BE REMOVED EXEMPT.DRIVE ALSLE tRr 27. 6674 8 CEDAR EL.M TO BE WMOVED EXEMPT:ORME AISLE E OF�E I 2838 A i65 i-x.S s T I Ii677 12 MULTITRLWK(FDA,ELM TC REMAIN t t it S3PAt! 15 NrA FEE' I I I I 1l I I+SEM•EN7 �- PEILON9i OF LLAAS L'WNA6 Tall Gllprr ltKM4XtRt silt I$ 6 s Ps.168D) I I 6338, 1 I I (YOL 11575 POL 1117) II TaraL G e r UdW j wo"I TaNI lrA�Cratllh'lTWO l2 iletllb prnpowd 10F D•n i8-dkrenrkr�0d 41pLtl I I- � 8334 II I 1 I6333 I I I ! s I I„ I • 1 I I i i I EXISTING TREE LEGEND m F 16330 I 16332 TO REMAIN,TYP. I I I I I EXISTING TREEt , i is Q s 9 E%ISTING TREE 63 I) 2 I I I I TO REMAIN a! I I I { — i I 1 ! I -;,6328 _ II I ! I ll 1 J ® EXISTING TREE�� I 1 I � TO BE TRANSPLANTED I I I I 7 — •I 1 —I ! I1i I O.n \\ fl Q $ ` I ---III / EXISTING TREE TO BE REMOVED p e TREE PROTECTION FENCING p f •11 I 1 { 1 _ I �� TO REMAIN DURING CONSTRUCTION I I I I —.III 1 PROF IS' WATER I I ,1^^-1.. P.R 1 WATER —— REFER TO 01/L1.01 ,I 6302 EXISTIN TREE I I EASEMENT I I I FyvA S1tME T I G ro- II TO BE REMOVED,TYP. I ! •`9. I l6303 ! I 1 1 I I 10 o ( p I\\ II 104 MATCHLINE- REFER TO L1.01 ,L a 4 � �I al- $ SITE PLAN CITY OF GRAPEVINE APPROVED ® W i APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. U SPT 7-08 Q PLANNER BUILDING 2&3 DATE TREE PRESERVATION PLAN • 4245 North Central Expy job no BELLE '�`�0 S,IEE-.6 5F�1� SCALE:t-=30•-0• Suite Dallas.T sFteat F I R M A 214. Texas 75205 L 1.02 DEPARTMENT OF DEVELOPMENT SERVICES 1 214.865.7192 A D 76 30 60 --- - LANDSCAPE NOTES GENERAL LAWN NOTES y n MATCHLINE- REFER TO L2.02 _ y =__M____M�__'_ ` ■ 1. CONTRACTOR SHALL VERIFY ALL EXISTING AND 1. CONTRACTOR SHALL COORDINATE OPERATIONS AND ; U m M 540 /� ------ - - -- - 10 PROPOSED SITE ELEMENTS AND NOTIFY LANDSCAPE AVAILABILITY OF EXISTING TOPSOIL WITH ON-SITE I / 25 It ARCHITECT OF ANY DISCREPANCIES. SURVEY DATA L�_C S D WC f/ T CP CONSTRUCTION MANAGEq. a Q tb Vre I y / OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS. -D Q()Y p -I 1 it / ALIGN PROPOSED TREES / �•• / A. 13 f � WITH EXISTING TREES 4 /-. 2. CONTRACTOR SHALL LOCATE ALL EXISTING 2• CONTRACTOR SHALL LEAVE LAWN AREAS 1"BELOW I I f FINAL FINISHED GRADE PRIOR TO TOPSOIL I ON ADJACENT PROPERTY UNDERGROUND UTILITIES AND NOTIFY LANDSCAPE NRS �' 'I INSTALLATION. RETAINING WALL LAWN SOLID SOD I ARCHITECT OF ANY CONFLICTS. CONTRACTOR SHALL ( 1 I 1, EXERCISE CAUTION WHEN WORKING IN THE VICINITY •• WITH WOOD SCREEN BERMUDAGRASS,TYP. 1. (2)TRANSPLANTED t OF UNDERGROUND UTILITIES, 3. CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FENCE,42"HT. CHIN ESE PISTACHE FINAL CONTOURS AS INDICATED ON CIVIL PLANS. _ O ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE I 4 1 - 1•I 3. CONTRACTOR SHALL PROVIDE A MINIMUM 2%SLOPE I f�• I EH \I I HARDWOOD MULCH BED, ERC _ AWAY FROM ALL STRUCTURES. AWAY FROM BUILDINGS- PROVIDE UNIFORM r I I I 2"SETTLED THICKNESS, ..-r. ROUNDING AT TOP AND BOTTOM OF SLOPES AND I'( I HARDW000 MULCH BED, CENTER TREES IN TYR. 4. CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES 12"SETTLED THICKNESS, I TYP' _ FINAL CONTOURS AS INDICATED, LEAVE AREAS TO AND AREAS WHERE WATER MAY STAND. ( CENTER TREES IN 8E0, I RECEIVE TOPSOIL 3"BELOW FINAL FINISHED GRADE IN • } :"-:: I PLANTING AREAS AND 1" BELOW FINAL FINISHED 4. ALL LAWN AREAS SHALL BE FINE GRADED,IRRIGATION TYP' I LAWN SOLID SOD j GRADE IN LAWN AREAS. TRENCHES COMPLETELY SETTLED AND FINISH GRADE BERMUDAGRASS,TYP. it; O I •• I 1 TS I - 5. ALL PLANTING BEDS SHALL RECEIVE 6"OF IMPORTED APPROVED BY THE OWNER'S CONSTRUCTION I •r J I _ t I MANAGER LANDSCAPE ARCHITECT PRIOR TO LAWN TS TOPSOIL.REFER TO SPECIFICATIONS. I r•;" Q I I - TS I INSTALLATION. 4 6. ALL PLANTING BEDS AND LAWN AREAS SHALL BE S. CONTRACTOR SHALL REMOVE ALL ROCKS 314" SEPARATED BY STEEL EDGING. NO STEEL EDGING DIAMETER AND LARGER, DIRT CLODS, STICKS, SHALL BE IN TALLIED ADJACENT TO•I ^' I OM WALKS,OR CURBS.CUT STEEL EDGING AT 451 DEGREE CONCRETE SPOILS.ETC.PRIOR 70 PLACING TOPSOIL 11IF I ly AND LAWN INSTALLATION. •••1 I I 1 y� ! ANGLE WHERE IT INTERSECTS WALKS AND CURBS. o Ly 3 0 CO I BO 1 1 I 7. TOP OF MULCH SHALL BE 1/2"MINIMUM BELOW THE S. CONTRACTOR SHALL PROVIDE AN ADD ALTERNATE a o a TOP OF WALKS AND CURBS. PRICE TO INSTALL 12^1 TWO INCHES OF IMPORTED TOPSOIL ON ALL LAWN AREAS IN LIEU OF USING •^ •,� l _ __ S. ALL LAWN AREAS SHALL BE SOLID SOD EXISTING TOPSOIL ON-SITE. IMPORTED TOPSOIL (•" w LAWN SOLID SOD ,� �� BERMUDAGRASS,UNLESS OTHERWISE NOTED ON THE SHALL BE NATURAL,FRIABLE SOIL FROM THE REGION, BE LAWN HYDROMULCH I RMUDAGRASS,TYP. DRAWINGS, KNOWN AS BOTTOM LAND SOIL,FREE FROM LUMPS, BERMUDAGRASS CLAY, TOXIC SUBSTANCES, ROOTS, DEBRIS, WITH CURLEX 9. ALL REQUIRED LANDSCAPE AREAS SHALL BE VEGETATION, STONES. CONTAINING NO'SALT AND m •.7 ! -( I TS `;-�',, .', "'� PROVIDED WITH AN AUTOMATIC UNDERGROUND BLACK TO BROWN IN COLOR. O On - IRRIGATION SYSTEM WITH RAIN AND FREEZE SENSORS n o 0 0 I '••' ( I "F_�._ I AND EVAPOTRANSPIRATION (ET) WEATHER-BASED 7. CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS o 0 • I _ _ I I' .'>t`li'. TM� CONTROLLERS AND SAID IRRIGATION SYSTEM SHALL UNTIL FINAL ACCEPTANCE. THIS SHALL INCLUDE,BUT I BE DESIGNED BV A QUALIFIED PROFESSIONAL AND f NOT I LIMITED A MOWING,WATERING,WEEDING, INSTALLED BY A LICENSED IRRIGATOR. >< o m a -I I I'_I I �..•I I I -I g, _ CULTIVATING. CLEANING AND flEPIN A DEAD OR 10.CONTRACTOR SHALL PROVIDE BID PROPOSAL LISTING BARE AREAS TO KEEP PLANTS IN A VIGOROUS, I "• I I 4 ``ii<�''.I``••,I I UNIT PRICES FOR ALL MATERIAL PROVIDED. HEALTHY CONDITION. I "'NnI 8. CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF _ •2,- _ 11.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PROPOSED BLDG.-2 I ALL REQUIRED LANDSCAPE AND IRRIGATION PERMITS. ACCEPTABLE TURF AREA AND SHALL PROVIDE (111,012 SF) LAWN SOLID SOD 1 1' - REPLACEMENT FROM LOCAL SUPPLY IF NECESSARY. I I I 11 TRACT 9 BERMUDAGRASS,TYP. t0 AU OF 'M �y`•I I CO 72878 Psao,eis sh 'QIW MAINTENANCE NOTES LANDSCAPE TABULATIONS n ..-Y1 aJ�1IIItI THE CITY OF GRAPEVINE TEXAS �I I•' I FF11D1191P a LAS O0111AS I - •Iw1 I 1. THE OWNER, TENANT AND THEIR AGENT, IF ANY, (4OL."0111.PG 1680) I _°:, SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR I•• VARIABLE stDTH I (NOL 11578,PG 1111) �- -_ -�C �' I THE MAINTENANCE OF ALL LANDSCAPE, INTERIOR LANDSCAPE REQUIREMENTS AMGATION EASEMEN• 1. 10%el the gross parking area shall be landscape. (VOt.7385,PG 2220) I }I 2. ALL LANOSCAPE SHALL BE MAINTAINED IN A NEAT 2. On. 1 tree,3'cal.,per 400 s.f.of interior landscapePNN AND ORDERLY MANNER AT ALL TIMES. THIS SHALL m.. ?M, _ INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING,WEEDING AND OTHER SUCH ACTIVITIES Grose Parking Area:62,628 s.f. (196 spaces) a^ �• I - I I COMMON TO LANDSCAPE MAINTENANCE. •�• ` ( `�_f �•- 6,263 s.f.(10%) 6,833 sJ.111%)it Pmi,ic.d NT E OF•1(G ALL LANDSCAPE AREAS SHALL BE KEPT FREE OF 'N• I 1 quire TRASH,LITTER,WEEDS AND OTHER SUCH MATERIAL 116)trees,3'cal. 1181 trees,3"cal. 1-08'B OR PLANTS NOT PART OF THIS PLAN. �s�r I I d. PERIMETER LANDSCAPE REQUIREMENTS 14 WC j _ 4. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A 1, All kin 18"HARDWOOD I Parking lots and vehicular use areas shall be screened If, _ HEALTHY AND GROWING CONDITION AS IS I +.9 from abutting properties and/or R.O-W.with a 36'ht I I 5 MULCH STEPOUT,TYP- _ - 2 3cOreen. t landscape b I G�• 54 -.J I APPROPRIATE FOR THE SEASON OF THE YEAR. $ I SG WC - I and o(f-street parking/veh culerus use right-of-way I.^. 38 - Y� S. ALL PLANT MATERIAL WHICH DIES SHALL BE LAWN SOLID SOD I ::.1-t+ I I BERMUDAGRASS,TYP. TS TS REPLACED WITH PLANT MATERIAL OF EQUAL OR 3. 10'perimeter landscape between parkinghehicular use g • I GM TS _ BETTER VALUE. • T 18"HARDWOOD LAWN SOLID SOD 50 44 1 area and adjacent property line. N 1 9 I PROP 1$ W 7 5 Ifa, BERMUDAGRASS,TYP. 9 5 B5 A-: 1 F.w I I TS MULCH STEPOUT, WC ur _ 6. CONTRACTOR SHALL PROVIDE SEPARATE BID 4, One 01 tree.3"cal.,per 50 Lf. TYP rEASEMENT IH SG 4 a6 CO IH I -_ -•�I PROPOSAL FOR ONE YEAR'S MAINTENANCE TO BEGIN d e 17, I AFTER FINAL ACCEPTANCE. Base Pro Drive:828 I.f. p F:y MFG - - - Required Provided a� _ - I �h' `�1--~" I 30'perimeter landscape 30'+perimeter landscape Ts SOLID SOD NOTES 36"ht.screen 36'ht.evergreen shmba D e � (13)trees,3'cal. (1 3)trees,3"cal. �f • �1 :- � S 7 PLANT SOD BY HAND TO COVER INDICATED AREAS -• - - -- '--- 1 -- --- Rerth uirProPartY Line:6281.f.Provided - I-F -iJ -�� COMPLETELY. ENSURE EDGES OF SOD ARE TOUCHING. Required --------- -------'------------ CO -J Vrh / TOP DRESS JOINTS BY HAND WITH TOPSOIL TO FILL and 10 land BERMUDAGRASS,TYP.---- _ _____ a J Z_.Aw, CO -- - CS BERMUDAGRASS,TYP------ '- --CO _�__- -----_ CO CO _- -_-_--_--- -- µC ROLL (1 h..n.a,tee"l..1. Pe 3)ex.eet crditssc"c �0 J _LAWN SOLID SOD - I- -LAWN SOLID SOD 1 _ e}) 1131 trees,r 3"cat 131)I .,nun.well and railing s I- 1s 2. ROLL GRASS AREAS TO ACHIEVE A SMOOTH,EVEN credits,3"cal.+ O_ DW - 'TS 38 SURFACE,FREE FROM UNNATURAL UNDULATIONS. e3"cal. II m I W TS TS - 1 aG ICI 3. WATER SOD THOROUGHLY AS SOD OPERATION East Property Lme:896 I.f. 3 Required Provided _ q PROGRESSES. 10'per meter landscape 70' perimeter landscape =_ WC ' _ _ - r.hs 4- 118)tr. 3 cal 3 cal+ -+-<- -- V,C IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 "� ;EALMEFER4ATJdbCAP.E J I � 38"ht evegreen sh bs �I LAWN SOLID SOD ANDWITH MARCH 1. OVER-SEED BERMUDAGRASS SOD 11411rees,3'cal. BERMUDAGRASS, r � I WITH WINTER RYEGRASS,AT A RATE OF FOUR t41 es rt POUNDS PER ONE THOUSAND 000W SQUARE FEET. West Property Line:881 Lf. k �. sr�.'IY a•at5 Required Provided 0 e I II II t ': __. _ _ HYDROMULCH NOTES 1D perimeter landscape 10'perimeter landscape p, I evergreen shrubs evergreen shru LL _'�•'. �.. _ - _ ..... 1, 131/rees.3 cal. . n - .. 36"ht.a 36'ht.a bs CONTRACTOR SHALL SCARIFY,RIP AND LOOSEN ALL 118)trees 3'cal 11I t ex.tree credits 3"cal+ -- - '- AREAS TO BE HYDROMULCHED TO A MINIMUM DEPTH ---LAWN SOLID SOD 4 2 .-,a-rwwy .._--._.. q p 3 3 ..--- BERMUDAGRASS,TYP. LO SO t6m' OF 4' PRIOR TO TOPSOIL AND HYDROMULCH NONVEHICULAR OPEN SPACE REQUIREMENTS so s0 Lo BASSPRO DRIVE s mriC Is INSTALLATION. tr]Yalf �• 1. 15%of the total site to be landscaped. -_ • itssrsew�awr4t�s 2. BERMUDAGRASS SEED SHALL BE EXTR HULLED AND 2. 50%of the required front yard,minus drive aisles, ----- ! A shall be landscaped. LIJ Las ep16tW I TREATED LAWN TYPE,SHALL BE DELIVERED TO THE S. Trees shall be planted per the following ratio: SHALL MEET STAGE LAW REQUIREMENTS, Is 30%INAL UNOPENED CONTAINER AND % she in Trees required _ - lase then 30% 7 tree,3"cal.12,500 s-f. Q 3. FIBER SHALL 8E ONE HUNDRED PERCENT (100%) 30-49% 1 tree,3"cal,/over 50% 1 tree,3"cal./4,3,000 a.f000 s..f. I WOOD CELLULOSE FIBER,DELIVERED TO THE SITE IN tJ a_ PLANT LIST ITS ORIGINAL UNOPENED CONTAINER AS Total Site: 560,875 s.f. SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS - MANUFACTURED BY'CONWEB'OR EQUAL. < ass Vehicular space: 560.975 s.f.(21%) TREES 4. FIBER TACK SHALL BE DELIVERED TO THE SITE IN ITS Front Yard: 16,046 s.f- F L J BC noted-distiehum Bald Cypress 23 3'cad. contener grown,72'M.,4'spread 4'Mandring hL,matching ORIGINAL UNOPENED CONTAINER AND SHALL BE Required Provided M CO Orteroae eweM b g. CHn&apbt Oak 32 3'cal. con tairor grownn,l2'M.,4'spread,4'brandi g Im.,meWh' 'TERRO-TACK ONE', AS MANUFACTURED BY m9 84,146 s.f.(15%total site) 155,135 s.f.128%) GROWERS,INC.OR EQUAL Dj Cis Pwtaria chiroroia CNrose Putetdte 10 3'rill. ivltairw grown,?2'M.,4'spreed,4'hrenMirg ht.,matching 8,023 s.f.(50%from yard) 14,052 s.f.(88%) Z ERC J-Pa".-9-- Eastern Redgeda1 8 3'_L B&B er eameiner groom.,full to base,3'spread SITE PLAN 5. HYDROMULCH WITH BERMUDAGRASS SEED AT A RATE (48)trees,3"cal. 1121 ex.tree credits,3"cal.+ z ~ S LO ihsnae,tairoa ro Live Oak 11 3'sal, cmlainer grovrrL 92'ht.,4'epraed.4'Meelddng M".metchinp CITY OF GRAPEVINE OF 7W0 (2) POUNDS PER ONE THOUSAND 110001 1361 trees,3'cal. Z a SO atemous shunardu Shuoterd Red Oak 0 7 3'sal. cameiner grown 72'M.,4'spread 4'brenctdng M.,matcldrg APPROVED SQUARE FEET. Summary Q G Required Provided SHRUBSIGROUNDCOVER 6. USE A 4'X8'BATTER BOARD AGAINST ALL BED AREAS. (126)trees,3"..L (341 ex.tree credits,3"cal.+ LJ_I OBH 11­rade di Nero' Dwarf Burford Hilly 314 5 gel_ egrntsiner full,24'spread.30'c.c. 1921 trees,3'cal- w DWM Mpare pudpe Dwarf Wax Myrtle .6 5 gal. Cwltailnw full.24"apraed.3s'C.C. APPROVAL DOES NOT AUTHORIZE 7. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 10 GM Middanda capon- GUHMuhly 75 5 get cwrtanw full.36'a.c. ANY WORK IN CONFLICT WITH AND MAY 1,ALL HYDROMULCH AREAS TO BE WINTER � IH R p/i[lwpee,ir.&-'CAID, Ind'un Hawthorn, e' 32 5 gel. ergt :ftd,20'spread,36'o.c. ANY CODES OR ORDINANCES. RYEGRASS,AT A RATE OF FOUR(4)POUNDS PER ONE THOUSAND (1000) SQUARE FEET. CONTRACTOR MFG lYsasMa tim(N _ Meldsen FeelMrgress 365 1gel. eonto,It }t9.18'ou, SHALL BE REQUIRED TO RE-HYDROMULCH WITH NRS //-.A.'Naka R Stevero' Nelfie R.Stevens Holly 15 79.1. container full to base,36'M.,36'ac. BERMUDAGRASS THE FOLLOWING GROWING SEASON U SC SeaaortsI Color 100 4'pots emteiner full,12'a.e.,selection by OW- AS PART OF THIS CONTRACT. p SG S`ot.Yhis�9ra_wi The Salvia Greggii'Red' 191 5gal. eondainer full.20•spewed 24"o.s. PLANNER SP17-08 WC `•••^,!".•�•fwturse wakarahn' WintI cresper 1545 4•pots corltauter(3112"rumors min..12't. 8. ALL LAWN AREAS TO BE HYDROMULCHED SHALL BUILDING 2&3 C07061217 dectylm C-.n Bwmudewase refer to owes DATE HAVE ONE HUNDRED PERCENT (100%) COVERAGE LANDSCAPE PLAN PRIOR TO FINAL ACCEPTANCE. MISCELLANEOUS 4245 North Central Expy job no TS Imported Topsoil Pro-Bedding Mix,6'depth refer to apeofficeticns BELLE Smte501 see SHEET:Z OF:13_ SCALE:1'=30'-0" sheet B t NOTE:ALL TREES S SHALL HAVETOSTRAIGHTBIDDERS TRUNKS AND REMATCHING WITHIN VARIETIES. FIRMA Dallas,Texas 75205 PLANT LIST IS AN AID TO BIDDERS ONLY.CONTRACTOR SWILL VERIFY ALL QUANTITIES ON PLAN. DEPARTMENT OF DEVELOPMENT SERVICES 'IF L2.01 ALL HBGHTS AND SPREADS ARE MINIMUMS.ALL PLANT MATERIAL SHALL MEET OR EXCEED REMARKS AS INDICATED. A 0 15 30 60 __ 214.865.7192 WIDTH DRAINAGE 1 11 G EASEMENT I I I lj 1 Lo 00 PROP VARIABLE -_-- < 5 I I -WIDTH DRAINAGE Y '' �r/ EXISTING TREE I I T]a EASEMENT l TO REMAIN,TVP. I I I -121 TREE CREDITS l ITRACT 2 PROPOSED 2.0' WIDE DRAINAGE 9ASEMENT AGREEMENT RETAINING WALL - - 10 PERIMETER-- �T WITH WOOD SCREEN i� LAWN SOLID SOD I... I �: I':. JIL©lN, SE'T. .,• LANDSCAPE �FAHRIL.TY>• __-- FENCE,42'HT. _ BERMUDAGRASS TYP - BC I ... .... s»•1 �_ __ �._ ___ »EXISTING TREE':'.' • s --_- --- --- - -- - ------ 1 I _ 7 25 -- :. CC MfG LAWN HYDROMULCH 8422 6 B BERMUDAGRASS c I' } I I8420, 121 TREE CREDITS+ 1r CO •'M PROP 15• WATER WITH C E8 -1 W UAL r i - I I 25 EASEMENT 6423.• 18'HARDWOOD I -, { iSl. a. ••• llIII I . 1 MGDURBALH MULCH STEPOtT --- LAWN HYDRO NPI;k BERMUDAIC ITS Ts S - am ' I 6416 12 TREE CREDITS T. !MPif:GT7� - Y z- z cu EAS�LIENT ED IL 121 TREE CREDITS I 12)TREE CREDITS �I I L- I T y •o- �9 I EXISTING TREE I. ' LAWN HYDROMULCH I - _BERMUDAG HASS 1 III k TO REMAIN,TYP. T WITH CURLS%I ' PROPOSED BLDG-3 923 SF) - LAWN HYDROMULCH '{ TRACT 1 BERMUDAGRASS I } { ,r {c 45: Wy'E:�• 'I I I 12.878 ACRES(51A 75 8D I f x 1 1 I I§ }} I EAfpk Nz- - "ji 1 FIELOW9F OF IA5 COLIN S I LAWN HYDROMULCH Y: (yOI.94M.m 155� I BERMUDAGRASS -- I I .I 633RI 8336 .. Cif - �. (YOL 11578.P0.W. . I8333 21. I CO . EF 4 'I r EXISTING TREE 1 I , m`n W330 TO REMAIN,TVP. 1 I a I :.5332 I 1 f. .. •• 24"MULCH BED. TYP.AT B.O.C. TI I i Q.c BC I 0 '8C -I I I <I I { 1 MIT OF DROMU I cis� LIMIT OF SOLID SOD LC I ` —r C t I t wD PROP 15' WATER LAWN SOLID SOD45 1 I II 1 7 W e I I i I `� EASEMENT BERMUDAGRASS,TYP. 4 WA.Ff1 E91 I I. 15 1 \ 10 TS I MIT I 0 7 12 I 1 I i tin GM SG 4 ✓r- I �.b1,..1 1.•.•.4 6•[. � ❑ J r I � s Y. � I fle LAWN SOLID SC_ _/___-J 1". L I.. i:;1 �Y••.•.••. ,� BE MUDAGRAS' __ .. _ _. _ 4,\ a s w m m IWa s.! I� t�arl_� MATCHLINE-REFER TO L2.01 w UII PLANT LEGEND Q SYMBOL COMMONNAME 8C B.M Cypress J CD Clilkepin Oak CP Chinas Piatacha DBH Owed=d Hay L DWM Dwarf Wax Myrtle F wI ERC S ar.Rmi ceder dI GM GW Muhly IH Indan Hawthuna'C... z LO Live Oak c) O S SITE PLAN MFG M-ic-F-thmpraa ` Q CITY OF GRAPEVINE NRS NaFia R.S'--HdIv Q K APPROVED SC Color S.M.Gr CL c°C.a sU s■N1,creov'Raa• W s0 Sh—rd Had Oak W APPROVAL DOES NOT AUTHORIZE WC WiMrerespw 10 ANY WORK IN NOT WITH LI'" ANY CODES OR ORDINANCES. REFER TO L2.01 FOR PLANT LIST F- SP17-08 WANNER BUILDING 2&3 DATE LANDSCAPE PLAN _ 4245 North Central Ex job no py y7Do SHEET:-R OF: 13_ SCALE:1"=30'-0' BELLE . Suite 501 sheet FIRMA Dallas,Texas 75205 DEPARLMENT OF DEVELOPMENT SERVICES I 214.865.7192 L2.02 I A 0 15 30 60 a SECTION 329500-LANDSC APE 1. Trees,shrubs and period er shall be guaranteed for do net measure from branch or root tip-to-tip. specified at no additional cost to the Owner. F. Decomposed Granite: Base material shell consist of a natural percolation teat fails. C 0 ..\ twelve (12) month period after final material, acceptance. The materiel mix of granite aggregate not u exceed 1JB"diameter in 3 U M PART i-GENERAL Contractor shall replace all dead materials as Ivan as 5. Owner's Authorized Representative shall inspect all plant E. Trees shall be healthy,full-branched,well-shaped,and shall meet and shell be composed of various tee of decomposed I. Backfill I with 5 N +'� Bather permits and notification of the Owner.oPlants, material with ze stages e pose only parts existing soil D sandy loam and il part 13 p upon requirements for genus, species,cuhivar J the minimum$milt and diameter requirements of the plant earth baee. bed preparation.When the hole is du r s lid rock,b L-zt=O to 1.1 REFERENCED DOCUMENTS including trees,which have v � gin so topsoil from a g partially died so that shape,size, variety size and quality. schedule.uburl shall be firm, ,at,slightly tapered and well the same area should not he used. Carefully settle o wateringor symmetry have been damaged, shell be considered wrapped in time o Any tree loose in the ball o with l broken PART 3-EXECUTION b prevent air pockets..Remove the burlap from the lop Ys of the A. Refer to Landscape Plans,notes,details,bidding requirements, subject to replacement. In such cos s,the opinion of the 8. Owner's Authorized Representative retains the right to root bell at time of planting will be rejected. Bells shell be ten ball,as well as all nylon,plastic string and wire.Container trees special provisions,and schedules for additional requirements. Owner shall be final. further inspect all plant material upon arrival to the site and (10")inches in diameter for each one 0'1 inch of trunk diameter, 3.1 BED PREPARATION&FERTILIZATION will usually ba root bound,if so follow standard nureery practice during installation for size and condition of root bells and me red six IB")inches above ball. Nomenclature confirms to of'root scoring'. 1.2 DESCRIPTION OF WORK a. Plants used for replacement shall be of the am size root aymemo,limbs, in habit,insects,injuries and theascustor nureery, usage. Far clarification, the term A. Landscape Contractor to inspect ell existing conditions and and kind as those originally planted and shall be planted latent defects, multi-trunk"define,a plant having three(3)or more trunks of report any deficiencies to the Owner. J. Do not wrap trees. A. Work included:Furnish all supervision.labor,materials,services s originally specified. All work,including materials, nearly equal diameter.) etquipment and appiances required to complete the work covered labor and equipment used in replacements,shall carry a 7. Owner's Authorized Representative may reject B. All planting areas shall be conditioned as follows: K. Do not over pin conjunction with the landscaping red In these twelve 112)month guarantee. Any damage,including satisfactory or defective material at any time during the F. Pruning:All pruning of trees and shrubs,as directed by the prone. specifications and landscaping plans,including:: ruts m lawn or bed areas,incurred a result of making process work. Remove rejected materials immediately from Landscape Architect prior to fine)acceptance,shall be executed 1. Prepare new planting beds by scraping away existing grass L. Mulch the top of the bell. Do not plant grassall the way to the replacements shall be immediately repaired. the site and replace with acceptable material at no additional by the Landscape Contractor at no additional cost to the Owner. and weeds ary. Remove existing topsoil to a trunk of the tree. Leave the area above the topof the ball and 1. Planting(trees,shrubs and grasses) oat to the Owner. Plants damaged in transit or at job site depth of six(5"t)inches and place imported topsoil mix. mulch with at least two(2"1 inches of specified mulch. b. At the direction of the Owner,plants may be replaced shall be rejected. 2.2 SOIL PREPARATION MATERIALS Apply fertilizer as par Manufacturer's r...o me dations. 2. Bed preparation and fertilization at the start of the next year's planting season. In such Apply organic fertilizer such as Smom,or Green Sense at M. All plant beds and trees to be mulched with a minimum settled s,dead plant,shell be removed from the premises 1.8 PRODUCT DELIVERY,STORAGE AND HANDLING A. Sandy Loam: the rate of twenty(20)pounds per one thousand(1,000) thickness of two(2"1 inches over the entire bad or pit. 3. Notification of sources mmediately. square lent. A. Preparation: 1, Friable,fertile,dark,loamy aoil,free of clay lumps subsoil, N. Obstruction below ground: In the event that Ilk,4. Water and maintenance until final acceptance c. When plant replacements a made,plants,soil mix, atones antl other extraneous material and rea-mbly free of 2. All planting a shall receive a two(2")inch layer of underground construction work o obstructions a "roared fertilizer and mulch are to are utilized as originally 1. Balled and Burlapped W&W Plants: Dig and prepare weetle end foreign grasses. Loam containings Dallasgrese ar specified mulch.aa any plant pit excavation work to be done under thi.asection, 5. Guarantee specified end re-inspected for full compliance wrth the shipment in a manner that will not damage roots,branches, Nutgress shall be rejected. alternate locations may be selected by the Owner. Where in Mont requirements. All replacements are to be shape and future development. 3. Backfill for tree pits shall be as follows:Use existing top soil locations cannot be changed,the obstructions shall be removed 1.3 REFERENCE STANDARDS in under"Work"of this section. 2. Physical properties as follows: n site(use mported topsoil as needed)free from large to a depth of not leas then three(3')fact below grade and no 2. Container Grown Plants: Deliver plants in rigid container to Clay-between 7-27 percent clumps rocks'debris caliche,subsoils,etc.,placed in nine less than six(e"I inches below the bottom of ball when plant is A. American Standard for Nursery Stock published by American 2. The Owner agree,that for the guarantee to be effective,he hold ball shape and protect root mass. b. Silt-between 15-25 percent S")inch layers and watered in thoroughly. properly set at the required grade. The work of this section shall p Association of Nurserymen: 27 October 1980, Edition; by will water plants at least twice a week during dry periods c. Sand-lass than 52 percent 'nclutle the re vat(ram the site of such rock or u dargrounot American National Standards Institute, Inc. (780.11 - plant and cultivate beds once a month after final acceptance. B. Delivery: C. Grass Area I betinctions encountered at the coat of the landscape material 3. Organic matter shall be 3%-10%of total dry weight. s, Contractor. 3. The above guarantee shall not apply where plants the after, 1. Deliver packaged materials i sealed containers showing 1. Blocks of sod should be laid joint to joint(staggered joints) B. American Joint Commhtee an Horticultural Nomenclature:1942accept,,,,:,becauseof injury from storms, hail, freeze, weight, r.lysia and n of manufacturer. Protect 4. If requested,Landscape Contractor shall provide a certified after fertilizing the ground first. Roll grossas to achieve O. Treesand large shrubs shall he staked a site conditions require. Edition of Standardized Plant Names. Insects,diases,njury by humans,machine.or theft. materiels from deterioration during delivery and while stored s 1 an Yale conducted by approved ..it testing smooth,ev surface. The joints between the blocks of Position makes to secure trees eg.inot seasonal prevailing winds. on site. laboratory verifying that sandy loam meets the above a dm.hould be filledwith topsoil where they are evidently C. Texas Association of Nurserymen,Grades and Standards 4. Acceptance for all land...pe work shall be given after final requirements. gaped open,then watered thoroughly. P. Pinning and Mulching: Pinning shall be directed by the inspection by the Owner provided the job is t a complete, Z. Deliveronly plant materials that can be planted it a day Landscape Architect and shall be primed i ....directed a whit D. Hortie Third,1878-Cornell University undamaged condition and there is a stand of grass in all unless adequate storage and watering facilities are available B. Organic Material: Compost with a mixture of 80%vegetative 3.2 INSTALLATION standard hodicult.. practice following Fine PNning,Cie..I Imawn areas. At that time, the Owner will assume on job site. matter and 20%animal waste. Ingredient,should be a mix of pruning standards provided by the National Arbo,ht Association. o 1.4 NOTIFICATION OF SOURCES AND SUBMITTALS tenance on the accepted work. course and fine textured material. A. Maintenance of plant materials shall begin immediately after each 3. Protect root ball, by heeling in with sawdust or other plant s delivered to the site and shall continue until all 1. Dead wood,suckers, broken and badly bruised branches A. Samples Provide representative quantities of sandy loam soil, C. Repair Any necessary repairs under the Guarantee must be approved moisture retaining material if not Planted within 24 C. Pre mixed Bedding Soil a supplied by Vital Earth Resources, construction has been satisfactorily ace mplished. shall be removed.General tipping of the branches is not mulch,bed mix material,gravel,crushed stone,steel edging and made,within t nc 110) days after receiv'g notice, weather hours of delivery. Wastewater, Texas;Prof...ional Bedding Soil as supplied by o permitted.Do not cut terminal branches. k v tree stakes. Samples shall be approved by Owner's Authorized permitting. In the event the Landscape Contractor does not Living Earth Technology,Della,,Texas or Acid Gro Municipal Mix B. Plant materials shall be delivered to the site only after the beds Representative before us.on the impact. make repairs accordingly,the Owner,without further notice to 4. Protect plants during delivery to prevent damage to r.ot s supplied by Soil Building Systems,Dallas,Taxes or approved re prepared and areas are ready for planting.All shipment,of 2. Pinning shall be done with clean,sharp tools. Contractor,may provide materials and men to make such repairs balls or desiccation of leaves, Kesp plants moist of all equal. .Pry materials shall be thoroughly protected from the drying 1.5 JOB CONDITIONS at the expense to the Landscape Contractor. times.Cover all materials during transpon. winds during transit. All plants which cannot be planted at once, 3. Immediately after planting operations are completed,all tree 5. Notify Owner's Authorized Representative of delivery D. Sharp Sand: Sharp sand must be free of seeds,sail particles and after delivery to the site,shall be well protected against the pits shell be covered wrth a layer of organic material two A. General Contractor to con-plan the any punch list:Prior to 1.7 QUALITY ASSURANCE schedule 72 hours in advance job sits. weeds. possibility of drying by wind and Balls of earth of B&B plants (2')inches in depth. This limit of the organic materiel for Landscape Contractor initialing y portion f landscape shall be kept covered with sail or ether acceptable material. All trees shall be the diameter of the plant pit. mstallation,General Contractor hall leave planting bed a eas A. General: Comply with applicable federal,state,county and local 6. Remove rejected plant material immediately from job she. E. Mulch:Double Shredded Hardwood Mulch,partially decomposed, plants remain the property of the Contractor until tenet three 13"I inches below final finish grade of sidewalks,drive, aid regulations governing landscape materials and work. dark brown,Living Earth Technologies or approved equal. acceptance.remai Q. Steel Curbing Installation: cu bs as shown on the drawings. All lawn areas to receive solid 7. To avoid damage or stress,do not lift, move,adjust to sod shall be left o e 0")inch below the final finish grade of B. Personnel: Employ only experienced personnel who ere familiar plumb,or otherwise manipulate plant,by trunk or stems. F. Organic Fertilizer: F,r ilaid,Sus[ana,or Green Sense or equal as C. Position the trees and shrubs in their intended location as per 1. Curbing shall be aligned as indicated on plan.. Stake out sidewalk.,drives and curbs. All construction debris shall be with the required work. Provide full time supervision by a recommended for required applications. Fertilizer shall be plan. limits of steel curbing and obtain Owners approval prior to removed prior to Landscape Contractor beginning any work. qualified foreman acceptable to Landscape Architect PART 2-PRODUCTS delivered to the site in original unopened containers, each installation. ge o q,ipmen I bearing the manufacturer's guaranteed statement of analysis. D. Notify the Owner's Authorized Representative for inspection and B. Stara f materials and e 1 et the job site will be at the C. Selection of Plain Material: 2.1 PLANTS risk of the Landscape Contractor. The Owner cannot be held 1. Make contact with euppliere Immediately upon obtainingapproval of all positioning of plant materials. 2. All steel curbing shell be free of kinks and abinpt bends. ble for theft or demo G. Commercial Fertilizer: 10-20-10 or similar analysis. Nitrogen NNN response damage. notice of contract acceptance to select and book materials. A. General:Well-formed No.1 grade or better nursery grown stock. a to be a m 50%slow r,Joe organ,Nitrogen E. Exc vats pits with v cal sides and horizontal bottom. Tree 3. Top of curbing shall he Y" maximum height above final Develop a program of maintenance(pinning and fertilization) Listed plant heights are from tops of root balls to nominal tops of (SCU or UFI with a minimum B%sulfur and 4%I iron, plus pits,shall be large enough to permit handling and planting finished grade. 1.6 MAINTENANCE AND GUARANTEE which will ensure the purchased materials will.eel and/or plants. Plant spread refers to nominal outer width of the plant, mi-nutrients. without injury to bells of anh or roots and shall be of such ~ exceed project specifications, not to the outer leaf tips. Ptools will be Individually approved by depth that,when planted and settled,the crown of the plant shall 4. Stakes are to be installed on the planting bad aide of the A. Maintenance: the 0-are Authorized Representative and his decision as to H. Past: Commercial sphagnum peat moss or partially decomposed bear the same relationship to the finish grade es it did to soil curbing,a opposed to the grass side. NT 224 2. Substitutions: Do not make plant material substitution,. If their acceptability shall be final. shredded pine bark or other approved organic material. surface in original place of growth. a 1. The Landscape Contractor shall be held responsible for the the specified landscape material is not obtainable,submit E OF maintenance of all work from the time of planting until final proof of n vailability to Landscape Architect,together B. Quamitiea:The drawings and specifications ar, S. Do not install steel edging along aitlewalks or curbs. ...puce by the Owner.No trees,shrubs,ground or or with pro ..I for use of omnding as if 2.3 MISCELLANEOUS MATERIALS F. Shrub and tree pits shall be an less than twenty bell d 1, II be ecce t d unless the how health pose quivelent material. At the time Anything called for on one and not she other is as binding as it riches wider than the lateral dimension of the earth ball and six 8. Cut steel edging at 45 degree angle where edging meets grass wi P e y s y growth and bids ar submitted,the Contractor assumed to have show and c lled for n both. The plant schedule is an aid to A. Steel Edging: All steel edging shell be 3/15"thick x 4"deep x B"I inches deeper than it's vertical dimension.Remove and haul sidewalks or curbs. satisfactory foliage conditions. locatedethe materials necessary to c mplete the job as bidders only.,Confirm all quantities on plan. 16'long with 6 stakes per s t,painted black at the factory from site all rocks and stones....three-quarter(%")inch in specified. as manufactured by The J.D.Russell Company and under its diameter. Plants should be thoroughly moist before removing 3.3 CLEANUP AND ACCEPTANCE 2. Maintenance shall include watering of trees and plants, C. Quality and size:Plant materials shall conform to the size given trade name DURAEDGE Heavy Duty Steel. containers. 8 cultivation, weeding spraying, edging, pmning of trees, 3. Landscape Architect will provide a key identifying each tree on the plan,and shall be healthy,symmetrical,well-shaped,lull A. Cleanup: During the work,the f cleaning and all other work n Pa g .premise shall be kept neat and d wing o grass, ning up Ins location o she, Written verification will be required to branched and well doted.The plants shall be free from injurious B. Staking Material for Shade Tree,:refer to details. G. Dig a wide,rough aided hole exactly the same depth as the orderly t all times. Storage s for all materials shall be a of maintenances document material selection,source and delivery schedules nsecm diseases,injuries to the bark or roots,broken branches, height of the rball,especially at the surface of the ground. The organized so that they,too,are neat and orderly. All trash and to site. objectionable disfigurements,insect eggs and larvae,and are to C. Gravel:Washed native pea gravel,graded 1 inch 1,1-1/2 inch, sides of the hole should be rough and jagged,never slick or debris shall be removed from the site as work progresses. Keep " 3. A written notice requesting final inspection and acceptance be of specimen quality. should be submitted to the Owner at least seven 17)days 4. Measurements:Measure tree with branches and trunks orins 9lezed. paved areas clean by sweeping or hoeing them at end of each a prior to completion. An on-site inspection by the Owner's their normal position. Do nat to obtain D. A D. Filter Fabric: L...i Star by Mnc.,Construction Products work day. Authorized Re native will be completed sure Prune parry u All plants which are found unersize a in growth,or are approved o Lane Star Products, Inc., 14891 523-0444 or H. Percolation Test: Fill the hole with water.d the water level does O presen p prior to written ground trees Take caliper m dents c x inches above any unhealthy,badly shaped or undersized condition will re approved equal. not percolate within 24 hours the free needs to move to another ENO OF SECTION acceptance. ground to trees up to and including 4"calipers and rejected by the Owner's Authorized Representative either before location or have drainage added. Install a PVC stand pipe per Q' welve riches above ground far larger s es. Measure main o after planting and shall be removed at the expense of the E. River Rock:'Colorado'or native river rock,2'-4"die_ tree planting detail as approved by the Landscape Architect if the 0 1 B. Guars Mee: ZtVXbody of all plant material of height and spread dimensions, Landscape Contractor and replaced with acceptable plant as U F Cd li o r3 _ TREE PLANTING DETAIL LEGEND 4I - AND NOTES �,a A. TREE: TREES SHALL CONFORM WITH H. BACKFILL: USE EXISTING NATIVE SOIL 0 Z in ame d nment.)WATER THOROUGHLY LATEST AMERICAN STANDARD FOR 70 ELIMINATE AIR POCKETS. O o NURSERY STOCK.www.anls.mg 0.21 MULCH: xxvv�� B. TREE PIT:WIDTH TO BE AT LEAST HARDWOOD DOUBLE SHREDDED MULCH 2 INCH SETTLED 121 TIMES THE DIAMETER OF THE ROOTOOT I. THICKNESS, WITH 2- HT. WATERING ma �'r BALL CENTER TREE IN HOLE & REST RING; ENSURE THAT ROOT FLARE IS -" " ROOT BALL ON UNDISTURBED NATIVE EXPOSED. BELOW GROUND STAKE SOIL. SHOULD NOT BE VISIBLE. _ "r'L C. ROOT BALL:REMOVE TOP X BURLAP J, TREE STAKES: SHRUBS/GROUNDCOVER: LLJ AND ANY OTHER FOREIGN OBJECT; TREE STAKE SOLUTIONS 'SAFETY REFER TO LANDSCAPE PLAN SITE PLAN V) CONTAINER GROWN STOCK TO BE STAKE' BELOW GROUND MODEL CITY OF GRAPEVINE AVAILABLE FROM: INSPECTED FOR GIRDLING ROOTS. TOPDRESS MULCH PER Q /'•n'� APPROVED = D. ROOT FLARE: ENSURE THAT HOOT Tree Stake Solutions SPECIFICATIONS.- THICKMUM NESS L V Q,.17 O n n L�1..(�0•{7 O - ' J ATTN:Jeff Tuley O 0, O J FLARE IS EXPOSED,FREE FROM MULCH, ,d P .�C^n,.P �{ AND AT LEAST TWO INCHES ABOVE jeff0 878-8143 TOP OF MULCH 1/2" ,{1,.G ,I E �� •,{1„/' C^ jeff@lraestakesolutions.com MINIMUM BELOW TOP OF l E_ �/ / �P'JO a¢� ✓ f PJp 3116"X 4"BLACK EDGING, APPROVAL DOES NOT AUTHORIZE N GRADE. TREES SHALL BE REJECTED ,w L_a n, L_.� V n• STAKES ON INSIDE;EDGING SHALL G WHEN GIRDLING ROOTS ARE PRESENT& ww.treestakesolutians.com CONCRETE WALK/CURB ! -., V r� - ti u. ANY WORK IN CONFLICT WITH (n w L L run, BE 1/2"MAXIMUM HEIGHT ANY CODES OR ORDINANCES. F E ROOT FLARE IS NOT APPARENT. OR APPROVED EQUAL.TREES SHALL BE SCARIFY SIDES I�-c-G R�r5L pU�wG T' r�,t ABOVE FINISH GRADE D F. E. FOOTBALL ANCHOR RING: REFER TO STAKED BELOW CONCRETE WALK GROUND WHERE '- - - F NECESSARY;ABOVE GROUND STAKING ,p ',t�6 nJ,5 i "oU�G'� aJ•n?� LAWN/FINISH GRADE MANUFACTURER'S GUIDELINES FOR IS EXPRESSLY PROHIBITED. - _ - - S SIZING. PLACE ROOTBALL ANCHOR Yam• _ RING ON BASE OF FOOTBALL,TRUNK PLANNER K. IT SHALL BE THE RESPONSIBILITY OF III_ POCKET ANTING 0 2 SHOULD BE IN THE CENTER OF THE THE CONTRACTOR TO OBTAIN A COPY - -III- PL -- --- RING. OF THE MANUFACTURER'S - I III-III IJ- � - •'T� NOT ALLOWED DATE •- - SPECIFICATIONS PRIOR TO F. 'U'BRACKET. ' INSTALLATION OF TREE STAKES. O 10 © CONTRACTOR SHALL ADHERE TO NOTE: 1 t _I. r.�Y_ - _ _ G. NAIL STAKE: REFER TO MANUFACTURER'S INSTALLATION NO STEEL EDGING SHALL - �4 IMPORTED SOIL MIX PER SHEET:__9_OF:1.q MANUFACTURER'S GUIDELINES FOR GUIDELINES, SPECIFICATIONS. AND BE INSTALLED ALONG 1 - - SPECIFICATIONS;REPLACE I L-I- SIZING. INSTALL NAIL STAKES WITH SIDEWALKS OR CUR85 5"OF EXISTING TOPSOIL DEPARTMENT OF DEVELOPMENT SERVICES OTHER REQUIREMENTS FOR TREE STAKE i I- I, HAMMER OR MALLET FIRMLY INTO INSTALLATION. WITH IMPORTED SOIL MIX UNDISTURBED GROUND. DRIVE NAIL REFER TO LANDSCAPE PLAN Q - STAKES FLUSH WITHFOOTBALL "U" BRACKET B" FOR SPACING NATIVE SOIL SP77-0$ ADJACENT TO FOOTBALL (DO NOT 1 BUILDING 2&3 DISTURB ft00T8ALL). ( FOOTBALL, �DO NOT DISTURB LANDSCAPE SPECIFICATIONS OTREE PLANTING DETAIL NOT TO SCALE O NOT TO SCALE SHRUB I GROUNDCOVER DETAIL AND DETAILS J ob no 4245 North Central Expy 17 AA BELLE suite sheet WFIRMA Dallas,Texas 75205 214.865.7192 office L2.03 a i7 `J T 1 3/4 3/4' I /I SLEEVlNG NOTES IRRIGATION LEGEND y MATCHLINE- REFER TO L3.02 1. SLEEVES SHALL BE FURNISHED AND INSTALLED BY WEATHERMATIC LX-4 POP-UP LAWN HEAD 3 U N) r i i i i i r i K i i i i i i i i i i i i i i~i ��VALVE i �i ■ GENERAL CONTRACTOR. d •MP HUNTER MP ROTATOR NOZZLE L-�==O m Z. SLEEVE MATERIAL SHALL BE SCHEDULE 40 PIPE,SIZE 1' %/ I AS INDICATED ON PAN. O WEATHERMATIC TURBO ROTARY PC `� O ,/rl�l, n ` // S. CONTRACTOR SHALL LAY SLEEVES AND CONDUITS AT . WEATHERMATIC TURBO ROTARY PC I 4 ffiFEYE/� I TWENTY-FOUR(24"1 INCHES BELOW FINISH GRADE OF eY `�4'SLEEVE 1• /2 1� 3/4 1' THE TOP OF PAVEMENT. l® WEATHERMATIC 108.5 BUBBLER 12 PER TREE,TYP.) �/ I 76 4. CONTRACTOR SHALL EXTEND SLEEVES ONE IV)FOOT + WEATHERMATIC 11000 SERIES ELECTRIC VALVE 1• �` /I/ 1 BEYOND EDGE OF ALL PAVEMENT. TT d/ A WEATHERMATIC QV75 QUICK COUPLER 3/4'J4' 1• _ S. CONTRACTOR SHALL CAP PIPE ENDS USING PVC CAPS.4 lil 13/.'-3/4 1' 3n2 8. CONTRACTOR SHALL FURNISH OWNER AND CONTROLLER,SIZE AS INDICATED e1 7/ e / IRRIGATION CONTRACTOR WITH AN 'AS-BUILT' WATER METER,SIZE AS INDICATED 3/{ -- DRAWING SHOWING ALL SLEEVE LOCATIONS. —� I " 1 1• WITH D.C.A.,SIZE AS INDICATED 1' 4 S PVC CLASS 200 MAINLINE SLEEVE IRRIGATION NOTES _--_ PVC SCHEDULE as NG IQ 3/4 /4• — SFE1E I _ MAINLINE C 1a 1. THE IRRIGATION CONTRACTOR SHALL COORDINATE PVC CLASS 200 LATERAL LINE INSTALLATION OF THE IRRIGATION SYSTEM WITH THE S A� I r.3/4, LANDSCAPE CONTRACTOR SO THAT ALL PANT xxX VALVE SIZE ZO �APWJI�LOFfIRO1.iR MATERIAL WILL BE WATERED IN ACCORDANCE WITH XXX GPM o I / SL-411100 - {' I nZ THE INTENT OF THE PLANS AND SPECIFICATIONS. F ? = 1/Y I /Y 1 IX6N�LT-11 RAN AND 2 - LOCAIRM!AND POWER SUPPLY 1' 2. ALL SPRINKLER EQUIPMENT NUMBERS REFERENCE THE z Z ✓+ 3/4• I /1' — 1• I 1• WEATHERMATIC INDICATnp.IPMENT CATALOG UNLESS NETAFIM TECH PACING,12"EMI (18"® PVC LATERAL SPACING,SIZED EMITTER SPACING) PVC LATERAL PIPING SIZED AS REQUIRED a 1/2• 3. TEN DAYS PRIOR TO START OF CONSTRUCTION, INSTALL ALL EQUIPMENT ACCORDING TO \ IRRIGATION CONTRACTOR SHALL VERIFY STATIC MANUFACTURERS SPECIFICATIONS n 1 1 - WATER PRESSURE.IF STATIC PRESSURE IS LESS THAN p _ 65 F.B.I., NOTIFY THE LANDSCAPE ARCHITECT �+ o 3/4 I /{' — e IMMEDIATELY. DO NOT WORK UNTIL NOTIFIED TO DO NETAFIM TECHLINEITLDLI-1210 rya 1• 1• SO 8Y OWNER. EDUI p (18"LATERAL SPACING, 4. SLEEVES SHALL BE FURNISHED AND INSTALLED BY PVC LATERAL PIPING SIZE12"EMITTER SPACINGI D AS RDING TO k m a /12 GENERAL CONTRACTOR. SLEEVE MATERIAL SHALL BE INSTALL ALL EQUIPMENT ACCORDING TO MANUFACTURERS SPECIFICATIONS SCHEDULE 40.SIZE AS INDICATED ON PAN. REFER /4• TO SLEEVING NOTES. 1 11LIN NETAFIM DISC FILTER pDF0 100-08 1 1 I 1 1 AND I S. MAIN AWN AREAS SHALL HAVE A A P MIN IM UM AOFI I2 X%X NETAFIM PRESSURE REGULLATORATOR DING 15025 e• ,-2 INSTALL ALL EQUIPMENT ACCORDING TO PROPOSED BLDG SF _ INCHES A COVER. ALL PIPING UNDER PAVING SHALL GRIP MANUFACTURERS SPECIFICATIONS 30 111.012 ii HAVE A MINIMUM 18 INCHES OF COVER. 1 1/Y I 1/4 TRACT 1 I :1 CONTRACTOR TO VERIFYFY LOCAL FREEZE DEPTHS AND _— 12.87B ACRES(%D.S75 SF) _ _ _ f ADJUST DEPTH OF COVER ACCORDINGLY. BUBBLER PIPING CHART 1 1/Y 1 4 a FELIDWSIIP OF L(FAS CMMAS p {• � -E 6. LAWN SPRAY HEADS SHALL BE WEATHERMATIC LX-4 910Y1,PG 13C0) iB+ INSTALLED PER DETAIL SHOWN. NUMBER OF BUBBLERS SIZE OF PIPE ��•OF T� cYol 4M..PC.1711) 3/ I - 5 Y" ROTOR HEADS SHALL BE WEATHERMATIC TURBO 6-10 X" * h! 1/L• ! n I n INSTALLED PER DETAIL SHOWN. IWITH BUILT-IN 11-20 1' I NWWY11 CHECK VALVE) 21-30 1 Y" JOHN JAY WINGFIE�D 31-40 y' /It B. NOZZLES SHALL BE WEATHERMATIC 5500 SERIES,NLESS OTHERWISE NOTED. �.851 Op• 1 1 CONTRACTOR SHALL SELECT THE PROPERRA C AND A AI ON FZ IRa`GP -�-I I � SMARTLINE CERTIFIED DESIGN t/4' RADIUS FOR EACH NOZZLE TO ENSURE 100% AND PROPER COVERAGE OF ALL LAWN AREAS AND PLANT 1, THIS IRRIGATION DESIGN FEATURES SMARTLINE TER SHALL SPRAY ON BUILDING. 1, MATERIAL.NO WA CONTROLLER AND WEATHER MONITOR TECHNOLOGY ! 1 1 4' 36 9. ALL NOZZLES IN PARKING LOT ISLANDS AND PLANTING ADU STING SCHEDU LNGED WATER CONSERVATION AUTO BEDS SHALL BE LOW ANGLE NOZZLES TO MINIMIZE D f1 I OVER SPRAY ON PAVEMENT SURFACES. 2. THE IRRIGATION CONTRACTOR MUST PROGRAM THE } —!— - 10.ELECTRIC CONTROL VALVES SHALL BE CONTROLLER BY SELECTING THE PROPER SPRINKLER + 1' 1' _I 1• I WEATHERMATIC 11000 SERIES INSTALLED PER DETAIL TYPE,PANT TYPE.SOIL TYPE,SLOPE AND SUN/SHADE EXPOSURE FOR EACH ZONE. )] 1' 1• 1 SHOWN. SIZE OF VALVES AS SHOWN ON PLAN. " 3/ I /4' 1' a^P 4 SLEEVE _ 0 I VALVES SHALL BE INSTALLED IN VALVE BOXES LARGE 3. THE IRRIGATION CONTRACTOR MUST CONTACT THE OFIP CIO 4 SLEEVE 4'SLEEVE n� 1 ENOUGH TO PERMIT MANUAL OPERATION,REMOVAL IRRIGATION DESIGNER FOR APPROVAL OF CONTROLLER I 4.51 <70 {• R 4' 4 SIFEVE 3/ OF SOLENOID AND/OR VALVE COVER WITHOUT ANY R {•�� -- -— --- --- EARTH EXCAVATION. 4 SETTINGS. Q _ 4 SlFE1iE .. s N I j�_ �� �• i 4• r4T,R [�, _ THE IRRIGATION DESIGNER IS C. �p 0 3 11.QUICK COUPLING VALVES SHALL BE WEATHERMATIC JOHN WINGFIELD 1972)513-3859, S/4 S/�• _ - ---W -� = I P®� ®� I I I _ O 1 QV75 INSTALLED PER DETAIL SHOWN. SWING JOINTS ) 4'SLEEVE pp /6 = P 1` 14 1• SHALL BE CONSTRUCTED USING%" SCHEDULE 80 1 ` P I I _ I <I �I ELBOWS. CONTRACTOR SHALL SVPPLY OWNER WITH 5. ALL EQUIPMENT MUST BE INSTALLED MI SPECIFIED. NO 1— EQUIPMENT SUBSTITUTIONS WILL BE PERMITTED. 2 1/Y /4 - +I II SLO THREE 131 CH75 COUPLERS AND THREE 131 p10HSL 3 Y 1 y I I •LI4'SLFE I 4-g� SWIVEL HOSE ELLS AS PART OF THIS CONTRACT. III III 4• I{ suEve I PD 11• I L4 . 4'SLEEVE G7 114• ! I 12.ALL 24 VOLT VALVE WIRING TO BE OF 14 GAUGE ! 114•sIkEVE I _ - SINGLE CONDUCTOR. ALL WIRE SPLICES ARE TO BE C. PERMANENT AND WATERPROOF. (� S �1 vNj 13.AUTOMATIC CONTROLLER SHALL BE INSTALLED AT m._ P SZIVCI �' 1 •4• E1E LOCATION SHOWN. POWER (12DV) SHALL BE . S/4' `3/4• 1 a1 /4 4 _- - -- 4•SfEVE I LOCATED IN A JUNCTION BOX WITHIN FIVE(5'1 FEET ..� ��: � � _ -F �_• �-+= 4 1' -- - _ OF CONTROLLER,LOCATION BY OTHER TRADES. RAIN I AND FREEZE SENSORS SHALL BE INSTALLED WITH y 1 1 1 1/4 1' 3/4 4 - PO EACH CONTROLLER. _ 1 5 eYs11'M waY _ a 1 1 /� 1 1/4• S7 - �— 14.THE DESIGN PRESSURE IS 65 PSI. 1 1 _ 4• _ 3 4' _ 1• S 4 1• 1'M -- 15.ELECTRICAL SPLICES AT EACH VALVE AND �_ — R CONTROLLER ONLY. 1'WATER IEIE1, IRRIGATION ONLY)�,0.f"• 16.IRRIGATION IN TEXASCOMMISSION O REGULATED NM 1w1rMi AND ppEyrWTpL PER CITY COME BY LLC 4.09paY BASS PRD DR/1/E s miYx• THE TEXAS COMMISSION ON ENVIRONMENTAL �y�4p n.ri�n'rs wrra.w�v QUALITY PO(TCEO) 13087 w 1 BALL VALVE — AUSTINMC-1 78/E BOX 8711- yt 4 - � -y = � � AUSTIN,TEXAS 78711-3087 a►s eou'SD"� cn 17.TCEQ'S WEBSITE IS WWW.TCEQ.STATE.TX.US. M w 93 x ❑? O $ L LLI w 0 SP17-08 BUILDING 2&3 IRRIGATION PLAN job no 4245 North Central Expy BELLEsheet�m SCALE:1^=30•41• Suite 501 FIRMA 214.865.7 92 Texas offzos 1Dallas L3.01 N 0 16 BD 60 � IRRIGATION LEGEND WEATHERMATIC L%-4 POP-UP LAWN HEAD N Q _Y \ •MP HUNTER MP ROTATOR NOZZLE y p OWEATHERMATIC TURBO ROTARY FC -(]'U -0 O ' I s WEATHERMATIC TURBO ROTARY PC ® WEATHERMATIC 106.5 BUBBLER 12 PER TREE,TYP.) ®x E an.w' .� {� WEATHERMATIC 11000 SERIES ELECTRIC VALVE Ar 1 t/Y WEATHERMATIC QV75 QUICK COUPLER �3/4' 3/411. t CONTROLLER,SIZE AS INDICATED 3/r I I ORP J/ ` t WATER METER,SIZE AS INDICATED 1' r �III P �O +� t• + 21 WITH D.C.A.,SIZE AS INDICATED 2 1 F I1 t t6 t@ {•SIEE�III 16 W t+ I —= PVC SCHEDULE 40 SLEEVING t 1/4• r g1EEVE3 1;1/41 '3 1 1 r I PVC CLASS 200 MAINLINE t 1 J/1,~ I ` _ - t� PVC CLASS 200 LATERAL LINE 3/4' _ 27 I 1 t/r � I t• � - � a R - %%% VALVE SIZE eJ I Q ¢° I xxx GPM INETAM TECHLINEpTLDL6-1210 3/4' I. 1 1/' �. I 3 I -Q FI 11 S"LATERAL SPACING,12"EMITTER SPACING) w 3/4' J/r ++ 1' VC_ ® NSTAALL ALL EQTERAL UIPMENT PING EACCORD AD AS CCORDING w < 1 MANU 'fY' A FACTURERS SPECIFICATIONS 2 1/]t'I _rT 22 7 - o NETAFIM TECHLINEBTLDLB-1210 I7 c o f Z 8"LATERAL SPACING,12"EMITTER SPACING) a o _ 02 PVC LATERAL PIPING SIZED AS REQUIRED I2 t/r J/r Sir � F Q U g INSTALL ALL EQUIPMENT ACCORDING TO MANUFACTURERS SPECIFICATIONS _ m �+ F a m < NETAFIM DISC FILTER NDF100.080 �4. - NETAFIM PRESSURE REGULATOR HPRV15025 N TALL ALL EQUIPMENT MANU FACTURERS SPEC F CATIIONS ACCORDING TO el 3/ ( Ir r. - SIEIdE t t _ a Z z o0 BUBBLER PIPING CHART �o m m o NUMBER OF BUBBLERS SIZE OF PIPE 7 7/el I 1+ 3/ 30 I _ - - —r o Z c� r 1 5 Y" .z 6.10 21-30 1 Y" • - _ JOHN JAY WINGFlEVO PROPOSED BLDG.-3 3/4 I 37-40 1 Y"-�� (82,923 SF) 1/2' I R0. I 4• 3/4 I TRACT i �vP 12.676 ACRES(360.975 5r) I PART OF FELLOWSHIP OF LAS COINAS s/rlrl s/4' t (VOL (voL.11574PPr.I) 8 II _ _05 t•I 1 1/2' 1 � '3lEEYE r__ I d J a 1 t //. ++ -- — 3/r I a J6 gI Q n 7 7/4' 1 1/r 1 D 20 71 I 3/r T SL SY� ONIfOR 3/4 •3 I Q o 111.111.T-IN RAIN AND FREEZE SttMM) 3 6 rY LOCAWON AND POWER SUPPLY d" O u .' .- 7 1 t WATER hilEM CATION ow"q BY MC, {. 1/4• W -n sra AHD Ir 6 [L1f1e�Pf t 1/2•SIZE ax OCAVONEx PER CITY CODE BY LLc t lh t t/ BAu vuvE - TERVSRtMffR3/P .y/4' SLE E 3/4•1' 3/4- z 1pY�MY Y +- _ 0_ sv 1 N 30 4 � 2 1/2' .� f 1 3/4 4• BY 1 1 IS _ 4-RREVE _ " 4 _ I 3L r� Y14 72 —_ iNFF- .. 3/4'4MN Q 1 t 4 7. 3/4" 3/r IS a : rJF a .../. m m m m m m m rr m m t1A: M MISS ® ® ISLEA �r r�rWl� MATCHLINE- REFER TO L3.01 2,/'Y SALL VALVE I 4n2 — ro,o . A% w Q J = Q � Eiw w G ❑? O L w w 115 " rJ SP17-08 C) BUILDING 2&3 IRRIGATION PLAN job no 15 North Central Expy 12OA SCALE:1"=30'-0" BELLE Suite 501 sheet FIRMA � Dallas,Texas 7szos A 0 15 30 60 � : 214.BB5.7192 aHiCE L3.02 1 g no ps or wires may be used. A. Clean pi and fittin thorcu hl and lightly and Q irrigation s stem a indicated by the Contractor has submitted the required information. No partial work. Irrigation Contractor guarantees 100%coverage of all Nip I tad standards. No.tam pit g g y g Y s pipe 3 () t7 SECTION 32 8423 UNDERGROUND IRRIGATION SLEEVES AND installation If the irrg Y submittal shell u a tepted and submittals shall be neatly areas to be irrigated. Nipples for heads and shrub risers to be nominal one•heg inch connections to remove eaduerfrom pipe. Attach fittings to p UTILITY CONDORS Drawings. All costs a stated wish this installation, bound into a brochure end logically organized. After the 06"1 diameter by eight(8"1 inches long,where applicable. tubing in an approved m one using 50-50 soft solid core OL 3�=O W tneluding fees for teatings and inapoections of the ,Vera. submittal hoe been approved, substitutions will not be 1.6 TESTING solder. -I]'U�-00 PART 1-GENERAL omponents ere the responsibility f the installer of this B. Polyethylene nipples six l8"1 inches long shall be used on all krigation system. allowed,except by written consent by the Owner Authorized A perform testing required with other trades, including pop-up spray M1eads. 3.5 POP-UP SPRAY HEADS 1.1 DESCRIPTION Representative. Unrthwork, paving, plumbing, electrical, etc., to avoid B. Work includes but is net limited to: D. Shop drawings include dimensions,elevations,constmctim, necessary cutting,patching,entl boring. 2.7 MATERIALS-SEE IRRIGATION PLAN A. Supply pap-up spray heads in accordance mill materiels list A. Provide underground irrigation sleeves as indicated on the details,a m,lor nts,and capacity equipment,as well as n area a and plan.ur Attach sprinkler to lateral piping well a drawings. 1. Trenching and be fifth manufacturer's installation recommendations. B. Water Pressure: This irrigation system has been designed to A. Sprinkler heads in law s specified on plan. mi-flexible polyethylene nipple not less than three 13'1 2. Installation of automatic controlled system. operate with a minimum static water pressure indicated on aches m e than six IB'1 inches long. 1.2 RELATED WORK SPECIFIED ELSEWHERE 3. Upon completion of installation,supply as-built Drawings Drawings. The Contractor shall take a pressure reading at B. PVC Pipe:Class 200,SDR 21 showing details of construction including location of E. Operating and Maintenance Manuals: each water meter prior to beginning construction. Confirm 3.8 VALVES A. Section 32 8424-Irrigation System airline piping,m ual and automatic valves,electrical supply to valves,and specifically the a act location of 1. Provide three 131 individually bound manuals detailing findings to Owner Authorized Representative in writing. If C. Copper Tubing(City Connection):Type A Supply valves in accordance with materials list and sized 1.3 REFERENCED STANDARDS automatic valves. operating and maintenance requirements for the irrigation stark pressure varies from pressure elated on drawings,ed c..rdin to drawin Install valves in o level position in system. not start work until notified to do so at Owner Authorized D. 24V Wire:Size 14.Type OF ac g g,. presen alive. pica)ner with manufacturer's specifications. See plan for A. American Society for Testing and Materials: C. All sleeves as shown on plans shall be furnished by General 2. Manuals shell be delivered to the Owner Authorized Re E. Electric valves: Shall be all plastic construction as indicated typical installation of electric valve and valve box. Contractor. Meter and power sou ce shell be provided by Representative no later than ten 00) days prior to 1 7 COORDINATION on plans. General Contractor. completion of the irrigation system. 3.7 WIRING 1. ASTM-02441 Poly(Vinyl Chloride)IPVCI Plastic Pipe 3. Provide descriptions of all installed materials and systems (SD R-PR) CIFIED ELSEWHERE sufficient detail to permit maintenance personnel to A. Coordinate installation with other trades,including earthwork- F. and f to P Iva_on Device: Refer to drawing with requirements 2. ASTM-D2466 Poly(Vinyl Chloride)IPVCI Plastic Pipe 1.2 RELATED WORK SPECIFIED understand,operate,and maintain the equipment. paving,and plumbing to avoid unnecessary cutting,patching end flow valve. Coordinate exact location wrth General A. Supply wire from the automatic sprinkler controls u the Fittings.Socket Type,Schedule 40. entl valve 4. Provide the(allowing in each manual: and boring. Contractor. valves. No conduit will be required for OF w re unless 3. ASTM-D2564 Solvent Cements for Poly Vinyl Chloride A. Refer to Irrigation Plans for controller, head, a. Index sheet with Contractor's name, address, otherwise noted an the plan. Wire shall be tucked sunder the Plastic Pipe and Fitting.. locations. telephone number,and comact name. B. Coordinate to ensure that electrical power source is in place. piping. guars period. PART 3-EXECUTION B. Section 32 8423-Underground Irrigation Sleeves and Utility b. Duration ees extended t d he Include rranbyc the C. Coordinate System installation well work specified in other B. A separate en required from the.,,ontrol to each electric PART 2•MATERIALS Conduits g anrufacturer of all equipment. sections and c ordinate with Landscape Contractor toe sure 3.1 INSTALLATION-GENERAL valve t c neutral wire a so required from each Equipment list providing the following for each Rem: plant materials uniformly watered in accordance with intent control ntrol to each common the valves s rvad by each particular o 2.1 DEFINITIONS C. Section 32 9300-Landscape °- shown on drawings. A. Staking: Before Installation re started,place a stake where control. 1) Make:cturer'a name each sprinkler is to b be located,in accordance with drawing. nos A within which another pipe is placed fur D. Refer to Landscape Plans, notes, details, bidding 21 Make and model number Staking shall be approved by Owner Authorized C. Bundle multiple w' and tape them together at ten 110') _ A St. water other utilities to be installed. raquir ants,special provisions,and schedules for additional 3) Name and address of local part',representative Representative before proceeding with work.n foot intervals. Install tan 110'1 inch expansion coils M not w trying 41 Spare pads list in detail PART 2-PRODUCTS ore than o e hundred(100')foot intervals. Make splices o ¢ o requirements. 5) Details operating and maintenance instructions B. Wire Sleeves-A pipe used to carry low voltage irrigation for..for equipment. 2.1 GENERAL B. Excavations: Excaf anions are unclassified and include earth, waterproof.n t.3 APPLICABLE STANDARDS loose rack,rock o any combination thereof,in wet or dry canes for operation of the electric solenoid valves. alai ao nc A. Mainline: Mainlines are the piping from w e to state. 8ackf ill trenches with material removed,provided that 3.8 AUTOMATIC SPRINKLERCONTROLS 2.2 GENERAL A. America Standard for Testing and Materials(ASTM)-Latest F Project Record Documents: operating valves. This portion i piping is subject tolsurges, the earth is suitable for compaction and contains no lumps, 1. 1. edition. 1. Comply with Division I requirements. being i closed portion of sprinkler system. Hydra 1 lines are clods rock,debris,etc. Special backfill specifications, if A. Supply in accordance wish Irrigation Plan. Install according to A. Polyvinyl Chloride Pipe(PVC)-Manufactured in accordance p y wi considered a n of sprinkler main. furnished lake preference over this generel specification. manufacturer's recommendations. o with standards noted herein: 1. 02241 Poly(Vinyl Chloride)IPVCI Plastic Pipe ISDR-PRl 2. Locale by written dimension,routing al mainline piping, pa prin 2. D2484 Poly(Vinyl Chloride)IPVCI Plastic Pipe Fittings, to control valves,and quick coupling valves. locate o piping o O Thread Schedule 80 ainlinas by sings dimensions from permanent she B. Lateral Piping:Lateral piping is that portion f from C. Backf ill: Flood or hand-tamp tp prevent alter settling. Hand 3.9 TESTING 1. Markin and Identification-Permanently marked with is Pie Fillings. features provided they run ionsllf rn these elements, operating valve to sprinkler heads' This portion al piping is rake trenches and adjoining area to leave grade in as good or R m a g t A. Sprinkler Mains: Test kler main I for d of SDR number. ASTM standard number, and the NSF 3. D2455 Poly(Vinyl Chloride)(PVC)Plant p 9• Locate valvesi intermediate electrical. nemions,and not subject to surges, being a "open and" portion of better condition than before installation. prin (prin only o period (National Sanitation Foundation)seal. Schedule 40 k sou b two dimensions from a(permanent Site sprinkler system. twelve(12)to fourteen 1141 hours under normal pressure. If 2. Solvent-As recommended by m nufaaturer to make 4. D2467 Poly(Vinyl Chloride)IPVCI Plastic Pipe Fittings, quick couplers y D. Piping Layout: Piping layout is diagrammatic. Route piping leak,occur,replace joint or joints and repeat test. Socket Type,Schedule BO feature at approximately 70 degree,to each Other. round trees and shrubs in such a manner as to avoid damage solvent-welded joints•Thoroughly clean pipe and fittings 5. D2564 Solvent Cements for Poly(Vinyl Chloride)IPVCI 3. When dimensioning is complete,transpose work to bond 2.2 POLY VINYL CHLORIDE PIPE(PVC PIPET before applying solvent. paper n accordance to plantings. Do not dig within bell of newly planted Vees or B. Complete tests prior to,.between Sufficient backfill material Plastic Pipe and Fittings 4. Submit three !31 copies of the completed as-built A. PVC pipe shall be m nuls.tured cprdance wrth shrobs. In areas where exsting trees are present,trenches may be placed p trenches between fittings,a ensure stability 6. D2287 Flexible Poly Vinyl Chloride(PVC)Plastic Pipe drawings, I with a CD with PDF files of the same,to commercial standards noted herein, shall be adjusted pne to provide a m nimum clearance of of line under pressure. In each case leave fittings and PART 3-E%ECUTON 7. F656 Poly Vinyl Chloride(PVC)Solvent Wald Primer gs,along w Representative lour 141 feet between the drip line of any tree or trench. Tha ouplings open to visual inspection for full period of teat. 8. D2855 Making Solvent - Cemented Joints with the Owner Authorized Re tative prior to final B. Markin and Identification: PVC pipe shall be continuously Contractor shell notify the Owner Authorized Representative 3.1 INSTALLATION Poly(Vinyl Chloride)IPVCI Pipe and Fittings coping S.of the work, Merit drawings Record Prints 9 a t u Showing Significant Changes-. Data and sign drawings. and Vermsmantly marked with the following information: writing of a planned change in trench routing from that 3.10 FINAL nutaclurei s n me,pipe size,type of pipe,and materiel, shown on the drawings. A. Coverage-Provide twenty-four inches 124'1 minimum cover 1.4 MAINTENANCE AND GUARANTEE G. Quick Coupler Keys: Provide three 13)coupler keys with SDR number,product standard number,and the NSF INatipnal A. After installation he,been completed,make final adjustment over top of cleave from finish grade. boiler drains attached usin brass reducer. Sanitation Fountletionl seal. 3.2 PIPE INSTALLATION of sprinkler system in preparation for Owner Authorized A. The Contractor shall guarantee materials and workmanship 9 Representative's final inspection. e Extensiolte-Extend(,eves one foot 11'I past edge of for one 111 calendar year after final acceptance by Owner. H. Controller Keys: Provide three(31 Sets of keys to controller C. PVC Pipe Fittings: Shall be of the same materiel as the PVC A. Sprinkler Mains: Install a four(4"1 inch wide minimum trench t�20F„TF B. Sleev ys: and shall be compatible with PVC pipe whh a in of eighteen 08")inches of cover. B. Completely flush system 1, remove debris from lines by pavement or concrete walls. Install 90 degree elbow on each Is pair and replacement of detective enclosurelsl. pipe specified emovin ...1,from heads on end of lines and tun g n sleeve and and add additional length of same size pipe to B. Guarantee limited to ' furnished. inimu 9 n .............. N z o tt extend above finish grade by twelve inches Sall si Cap pipe materials or workmanship. including repair of backfill B. Lateral Piping: Install a four(4'1 inch wide m m trench system, itf .F'L settlement. I. Use of materials differing in quality,size,or performance from deep enough to allow for installation of sprinkler heads and ... and.using duct tape. those specified shall only be allowed upon written approval of 2.3 COPPER TUBING JOHN JAY VNNGFIELD valves,but in no case,with less than twelve(12")of cover. C. Check sprinklers for proper operation and proper alignment far .......................' KFILL C. Provide maintenance of system,including raising and lowering the Landscape Architect. The decision shall be based on r direction of throw. 651 to 3.2 BAC of heads to compensate for lawn growth, cleaning and omperalive ability of materiel er article to perform fully all A. Hard,streigM lengths of domestic manufacture only. Do not f Slid lowering of shrub heads purposes of mechanics and general design considered to be copper tube of foreign extrusion o any so-celled irrigation C. Trenching: Remeva lumbar,rubbish.and large rocks from A. Compaction-Place bacilli over sleeves in six 16")inch lifts. adjustment of heads,ahmbaisiit9 Sli for ong of year alter posseseetl by item specified. tubing(thin well). trenches. Provide firm,uniform bearing for entire length of O. Check each section of spray heads for operating pressure and Tamp firmly into place taking c oat to damage sleeve. c compensate for s growtha each pipe line to prevent uneven settlement Wedging or balance to other sections by use of flow adjustment on top of „IE Complete backfill end compaction to prevent any Future ompletion of installation. J. Bidders desiring to make a substitution for specified sprinklers 2.4 COPPER TUBE FITTINGS blocking of pipe shall not be permitted. Remove foreign each valve. settlement.Compact to 85%Standard Proctor. t Shall submit manufacturer's catalog shear showing full matter or dirt from inside of pipe before welding•and keep r ov 1.5 SUBMITTALS specilicatimt of each type sprinkler proposed as a ,bat Sure, A. Cast brass or wrought copper,sweat-solder type. piping clean by approved means during and after laying of E. Check I ozzay for proper coverage. Prevailing wind PIP. conditions may indicate that arch of angle of spray should be B. Damage - Repair any damage resulting from improper including discharge in GPM maximum allowable operating other than shown on drawings. In this case,change nozzles compaction including pavement repair and replacement A. Procedure: Comply with Division I requirements. 2.5 WIRE or ov pressure at sprinkler. 3.3 PVC PIPE AND FITTING ASSEMBLY m provide correct c .rage and furnish data to Owner END OF SECTION B. Product Date: The Contractor shall submit live l51 copies of K. A I of substitute sprinkler shall not relieve Irrigation A. Type VF with 4/84"thick waterproof insulation which is Authorized Representative with each change. equipment manufacturer's'cur sheets'and shop drawings for pProve d for direct underground A. Solvent Use only Solvent recommended by manufacturer to Tr approval by Owner Authorized Representative prior to Contractor of his responsibility to demonstrate that final Underwriter's Laboratory approve groan joit Thoroughly pipe installation, including, but not limited a the following: installed sprinkler system shall operate according to intern of burial when used in a National Electric Code Class II Circus make solvent-welded ts. Thorou hl clean and 3.11 SYSTEM DEMONSTRATION O SECTION 32 8424-IRRIGATION SYSTEM valves,b 1, low prevention originally designed end specified system. (30 volts AC or less). fittings of din,dust and moisture before applying solvent - sprinkler head,pipe,controller, A. Instruct Owner's personnel in operation entl menttenance of I�o PART 1-GENERAL devices,valve boxes,w onduit,filling,,and all other bllit of the Irrigation Contractor to 8. Wire Connectors: Waterproof splice kit connectors. Type B. PVC to metal connection: Work metal connections first. Use system including adjusting of sprinkler of er heeds. Use operation types of fixtures proposed to be mstalletl the joh. The L. It is the respmuli y ga Ion non-hardening pipe dope such as Permatex No. 2 on and maintenance manual far basis of demonstration. O 1.1 SCOPE submittal shell include the manufacturer's na e, model demonstrate that final installed sprinkler system shall operate DBV by 3M. threaded PVC adapters into which pipe may be welded. a umber,equipment capacity,end manufacturer'stlnstallation ccord ing to iment of originally designed and specified END OF SECTION A. Provide complete sprinkler installation as detailed and recommendations,if applicable,for each proposed item. system. If Irrigation Contractor notes any problems I,head 2.6 SCHEDULE 80 PVC NIPPLES 3.4 COPPER TUBING AND FITTING ASSEMBLY O nclutlea lurnishin II labor,material,tools, n spacing or potential coverage,it is his responsibility to notify V I specified herein, 9 a C. No work covered under this section may begin until the the Landscape Architect in writing,before proceeding with A. Composed of Standard Schedule 40 PVC Fittings end PVC equipment,and related items for the complete and proper SPECIFIED SPRAY NOZZLE&BODYB 2" FINISH GRADE 12 MAX. FINISH GRADE 3" FINISH GRADE 'PVC CAP BO ELBOW SIDEWALK OR CURB SIDEWALK OR CURB ' �. SCHEDULE 90 PAVEMENT 1/2"X 8"POLY NIPPLE QUICK COUPLER PVC PIPE % N ROTARY HEAD - O'- " � 1S"COVER BETWEEN ,.}4' O- .x' __IPA NITAND SLEEVE {+�--GRAVEL SCHEDULE 40 PVC, SWING JOINT CLASS 200 PVC LATERAL LINE IQ .•,- __. ._.__. .. P- - 7 SIZE AS NOTED ON PLANS SWING JOINT S X S X T PVC SCHEDULE 40 LATERAL PIPING OUTLET TEE OR ELBOW MAINLINE PIPING ❑.r POP-UP LAWN SPRAY ASSEMBLY ROTARY HEAD O�QOUI TOK SCALE EPLER O SLEEVE DETAIL _ O 2 NOT TO SCALE 0 NOT TO SCALE NOT TO SCALE W co Q LAG BOLTS OR EXPANSION BOLTS AS REQUIRED J Q � VALVE BOX AND LID N PLAN is WALL(EXTERIOR OR INTERIOR) FINISH GRADE F (n CONTROLLER LLI VALVE BOX FLUSH WITH FINISH GRADE HARD WIRE 117 VOLT A.C.BEHIND CONTROLLER IN FLUSH BOX PEA GRAVEL CONTROLLER AS SPECIFIED I ADLET AND OUTLET IAPTAS RE(JUINIRED) t ' r KEYED LOCK OR PADLOCK 0 REMOTE CONTROL VALVE WITH rr PVC LINE PER SPECIFICATIONS 24"LONG LOOP OF CONTROL WIRE M 0 HARD WIRE 177 VOLT A.C.POWER TO T. TO IRRIGATION SYSTEMS C 45 DEGREE ELL Z FLUSH OUTLET BEHIND CONTROLLER -I'• liJ STEEL MALE CONNECTOR -� LLJ ,"oau• o SCHEDULE 40 PVC FITTINGS a 1 114"RIGID STEEL CONDUIT FLOW 8•°• 3 STEEL SPLICE BOX WITH FRONT ACCESS PANEL T f - - - GATE VALVE MAIN LINE O.-t ZL•- - ,_ _ RIGID STEEL CONDUIT(SAME SIZE AS 7 - - - FEBCO MODEL 850 DOUBLE 1 CONDUIT BELOW GRADE)CONDUIT SHALL eE PLUMB. CHECK VALVE,LINE SIZE U STEEL COUPLING IAS REQUIRED) - WASHED ROCK(1/2"-3/4"DIA.), SP17-08 Q PER CITY REQUIREMENT BUILDING 2&3 ISOMETRIC �-FINISH FLOOR ELEVATION MAIN FROM SOURCE PER a STEEL SWEEP ELL CITY REQUIREMENT IRRIGATION SPECIFICATIONS ELEVATION ���-RIGID AND DETAILS STEEL CONDUIT BELOW FLOOR OR GRADE fob no BACKFLOW PREVENTER 4245 North Central EXpy 1ZQ11 O G REMOTE CONTROL VALVE 0 G WALL MOUNTED CONTROLLER 0 7 BELLE Suite,T sheet J v NOT TO SCALE NOT TO SCALE NOT TO SCALE FIRMA Dallas,Texas 75205 214.665.7192 office L3.03