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HomeMy WebLinkAboutCOMM1999-0328i 74!5T OF TQw4e. 1 L{ 4.LoOt]>,S Scp*r I F J t L titt1G S LOT 4Q - 1A, SOUTHWEST OWNER: SALYER & ASSOCIATES 207 N. DOOLEY GRAPEVINE, TEXAS 76051 CONTACT: PHIL SALYER 817 -329 - -9014 Gi-'APEVINE R C�MI�- 1]ERCIAL PA"'K ,TEXAS `76051 —ra :& l�&�Te� ��.L —re Aoy Tau P.Cw.NYL, ARCHITECT: TERRY R. CUNNINGHAM, ARCHITECTS FoJ w ookarl0a I U 4.M4T o d 4 • 1903 CENTRAL DRIVE SUITE 4 01 BEDFORD, TEXAS 76021 �� �� 124 to CONTACT: TERRY CUNNINGHAM 817- 354 - 4289 �) & j q. � er OFRCE COPY STRUCTURAL: MECHANICAL OF GRAPEM ELECTRICAL ENGINEER j� ®�j��ID DON 111INGWORTH AND ASSOC, INC. DEW CONSULTING GROUP INC. 2401 AVE. J SUITE 211 8,110 STERLING swa� OF A'PR6VAL DOd NOT AUTHORIZE ANY WORK IN CONFLICT ARLINGTON TEXAS 76006 IRVING, TEXAS 75062 WITH THE BUILDING CODE OR ZONING ORDINANCE CONTACT: DOUG REEVES 817 - 649 - -1544 CONTACT: W.L. McCULLOCH 972-929-1198 EX 306 THIS PLAN TO BE KEPT ON HE OB AT A�,[, TIM '1 ,^^ DAT 4 PE BY!I�...�. 11A.tI.�Fs. 6m,ty� a4li tlovfl W/ BUILOING INSPECTION DIVISION sk"RovAL DOEs NOT APPLY To CONSrRUCrION IN EASE M6NTS OR ON PUBIIC RIGHT- OFWAY. ALLCHMX" MUST f4 APPR wo. - CIVIL ENGINEER: LANDSCAPE ARCHITECT: -L�o� �� �s��� � Sojor0weypr JDJR ENGINEERS INC. DAI,TCNT INC,. Gz.1Qr psejI 512 PRAIRIE STREET 2205 TEXAS DRIVE SUITE 109 ARLINGTON TEXAS 76010 IRVING, TEXAS 75062 CONTACT: ERIC DAL.PON 817 -- 265 -6036 (�t',lt�Pts�G�► CONTACT: JIM DEWEY JR. 972-5722­5351' CITY APPROVED PLANS SHALL BE KEPT ON JOBSITE AT ALL TIMES. CONTRACTOR SHALL CALL FOR ALL 1 INSPECTIONS �U 41� 1 /� '' JJ SEPARATE PLUMING, MECHANICAL. M J5► i►l LiAGT La 2�fLSQI' S 5 �1.,t14� S ELECTRICAL AND SIGN PERMITS SHALL BE REQUIRED. �T'O � 20► w1,rc. 1Gl'�F'�L -T�J� . �t�l S SIB D►L 1- �-� ici�AQ GENERAL,MECHANICAL,ELECTRWAL, PLUMB04G CONTRACTORS SHALL BR: REGIS C •rw REGISTERED WITH THE CITY OF GRAPEVINE. RE TION i► t I,iC. I ti l I �i ��� • FEE IS— WATER HEATERS ARE NOT ALLOWED IN ATTICS. TEMPERATURE i PRESSURE RELIEF VALVE LINES ARE NOT ALLOWED IN THE SLAB, WATER LINES ALL ON-SITE ELECTRICAL ARE NOT ALLOWED IN ATTICS OR FLOOR CONDUCTORS ASSOCIATED WITH CEILING ASSEMBLIES W/O PRIOR APPROVAL OF rrEw coNSTRUCTION SHALL -- _ - -- - - .- - - - - -. _... a>:• I nraTED UNDERGRbUND. SHEET INDEX NUMBER SHEET TITLE TI TITLE /ER_ SHEET 5P1 _CO` GENERAL_ 57E PLAN CI piMEN510N CONTROL PLAN GRADING/ PAVING PLAN_ C2 C3 C4 G5 — C6 ------------- �T Om; 51TE DRAINAGE PLAN ERO51ON CONTROL PLAN JOINT PATTERN PLAN - UTILITY 5ERVICE5 PLAN - ----- - - - - -- DETAILS LANDSCAPE°LAN - -- - -- LI I IRRIGATION PLAN _ LI -2 IRRIGATION DETAILS _ - MEP I PLUtvlB_r ELEC_ 51TE PLAN Al 42 FLOOR PLAN BUILDING I CLEVATIONS A3 44 __ FLOOR PLAN BUILDING 2 ROOF PL 4N5 I d 2 A5 REFLECTED CEILING PLANS I E 2 __ A6 l RE5ER'vED J Al WALL 5ECTION5 I 51 FOUNDATION PLAN / D_ETAIL5 52 FRAMING PLAN 53 -ROOF STRUCTURAL DETAILS _ C~ MEP 2 ROOF PLAN- M.E.P. PE I FLOOR PLANS- PLUMBING /ELEC. MPI DET4IL5/ 5CUEDULE5/ 5PEC5 _ E 1 ELEG. 5PEC5. E 2 BUILDING I POUTER SYSTEMS w u N [� L ro Sm w d U p R' w wz II ptw I II (4� 1 m N I a n .. co I N m n o T , v I �u O U 7 � a � C~ U w u N [� L ro Sm w d U p R' w wz E,-,,4W W Lo � � O O cn W � E-I o � _z > W�a 00 WEmmm, r---I E"I tw�-I I--� -a F E- w w cn DATE: 12/21/98 REVISED: REVISED: REVISED: SHEET: T1 ON yOGA��© MUSTA Ws OR H t LOCATION I" iAF' NCR PROPERTY OWNER SALYER 4 A550CIATE5 201 N. DOOLEY GRAPEVINE ,TEXAS 16051 NO TWK V4' PER 12' PRCN 4' CONCRETE WALK W1 BROOM FIN15W CONTROL JOINTS AS SWOIW ON PLAN FLUSW rzee� '3 REBARS IS'OCEW SEALANT EJ FILLER --•- — --:-- -y- '�-•• CURB OR I — -- li;','FCUNDATION V SAND CUSWION 5101.05 WALKWAY DETAIL CONCEPT PLAN NOTES I. REFER TO CIVIL PLANS PREPARED BY JDJR ENGINEERS FOR ALL DIMENSIONS, GRADING AND UTILITIES. 2. REFER TO LANDSCAPE PLANS PREPARED BY DALTON INC. FOR ALL LANDSCAPING AND IRRIGATION, 3. REFER TO PLANS PREPARED BY DFW CONSULTM GROUP INC. "ALL SITE PLU'1BING AND ELECTRICAL . EXISTING FIRE WY094NT / EXISTING Qq SS MANWOL oar f� / �P Y 3 / � U i 15 FT BUILDING LINE CC ZONING / l'/ i/ I p - / 12 _ 12 _ MONOLITH - -- - - - SIGN - - -- -- -- / SEE SPI O22� ' i / / BARRIER FREE / SIDEWALK RAMP 68 pr BARRIER FREE SIDEWALK RAMP I ' / 7 i j I-_�- V WIL✓uL L ^V- NEW 6 FT CITY WALK SW OFFICE SITE DATA -LOT 4R-lA, BLOCK A SOUTHWEST GRAPEVINE COMMERCIAL PARK, ADDITION CURRENT ZCNING LI I 4?� EX1$TBJG STORM INLET EXISTING 6 FT WALK o0 0 20 40 FACE BRICK CAVITY WALL PROPOSED ZONING CE PRECAST CONCRETE CURB STOPS YRO►ADED FeaRRED MINIM" LOT SIZE 98,982 SF 30,000 OF MINMLM OPEN SPACE 39,091 SF (39910 20% MIN. STL. GALV. POST ^ MAXIMUM BUILDING COVERAGE 20110 SF (205%) NOT MORE THAN 60% MIND 120 24' FIRELANE — "�'0 2 'R ✓EFtcR- c�G.IS b �1 L� 12 0 8101001 CONCEPT SITE PLAN 1' = 20' 2 -3')W OPENINGS 12 2 i-8m AT BOTTOM OF WALL 61 1X4 CEDAR PICKETS OVER STL. GALY. GATE ASSEMBLY .� en - _ _ STL. GALV. POST - — — - 5' CONCRETE SLAB 9 • BUILD9VG USABLE SF 20,000 °F u'ocEw c VEHICULAR PAVING SURFACE 40'01 SF 140.1 %) OV4ER CEDAR INCs I� _- _7� i L - - - - -= -1004 20' GRADE BEAM MAXIMUM IMPERVIOUS SURFACE 60511 SF (612 %) NOT MOW TWAN 80% GATE ASSEMBLY a� � PLAN L PIN FASTNERS FOR BOTH f FRONT 2.�4 T 1$ CLOSED OPEN POSITIONS SIDE PApCAJI"s SPACES REMIRED 12 (3 WDCAP) 5 SP., 20,0008F,3008F. - 5I°1.04 TRA51 -� ENCLOSURE PARKING SPACES PROVIDED 80 (3 WDCAP) PID ZONING �IANDICAP PARKING SIGN PER T.A.S. SEC. 41b.4 RIBBED TEXTURED CONCRETE .�J 1/10 PITC�' -0 Cj'- �0'�' 140 PITCH I I I �'�i ibul A!111�15LOPE':llll it Alli .1 II 1 j �i jf , I� _J SPIM HC PARKING PAINTED STRIPES 4 I-IC LOGO i- L L_ n� L(l O 1� 0 0 HANDICAP HANDICAP PARKING SIGN PER TAS. SEC. 4.6.4 SIGN PER T.A.S. SEC. 4b.4 RIBBED TEXTURED CONCRETE 1/10 PITCH l'-0l -j' -( I0' -D' 1120 PITCH PAINTED STRIPES i WC LOGO 13 I. 9' -0' wit SPI22 SIC PARKING djI L Im A u p m O 1� 0 0 HANDICAP HANDICAP PARKING SIGN PER TAS. SEC. 4.6.4 SIGN PER T.A.S. SEC. 4b.4 RIBBED TEXTURED CONCRETE 1/10 PITCH l'-0l -j' -( I0' -D' 1120 PITCH PAINTED STRIPES i WC LOGO 13 I. 9' -0' wit SPI22 SIC PARKING djI Im A u p m cc ccr z z .. z U ' s� u H a v E"i m4 W z W zap W o W� (=4 U) w �T' x �" E-+ C o c z E > w O E=*4 0 E-4 O z a W w DATE1 12 f�1 f 98 REVISED: REVISED: REVISED: SHEET. P'l, J yS'SE GV F+ %1 •: .. JAMES DENEY. JR. ..................... 81480 x a a w� �a o� U a. ww X55 xww a�� 5 L) �HFw 0EN,�D:zl� a �aulY)0 LO 0 a z a J LO Cn Z O V Ed m Q �yWJ Z m 2 W Q ca 0 c, c, 0 m m m 0 CID u 0 :)- (LLB 2 0 a U N m O CO c, cn cc CL Cc a REVISIONS: DATE REVISION 12/18/98 PARKING REVISIONS SHEET TITLE SITE DIMEN90NAL CONTROL PLAN DATE: DEC. 16, 1998 SCALE; 1' 20' DRAMIN BY J.N.M. CHECKED BT: JDJR SHEET NO. Cl oF 7 J)Ji FILE N0. 98062 � Yy 4� pYT Y 1• j T• X� VAS / Ay i� V y MF( T VM 1 a, { 1� I a. M `N yS'SE GV F+ %1 •: .. JAMES DENEY. JR. ..................... 81480 x a a w� �a o� U a. ww X55 xww a�� 5 L) �HFw 0EN,�D:zl� a �aulY)0 LO 0 a z a J LO Cn Z O V Ed m Q �yWJ Z m 2 W Q ca 0 c, c, 0 m m m 0 CID u 0 :)- (LLB 2 0 a U N m O CO c, cn cc CL Cc a REVISIONS: DATE REVISION 12/18/98 PARKING REVISIONS SHEET TITLE SITE DIMEN90NAL CONTROL PLAN DATE: DEC. 16, 1998 SCALE; 1' 20' DRAMIN BY J.N.M. CHECKED BT: JDJR SHEET NO. Cl oF 7 J)Ji FILE N0. 98062 M1 1 tV d Ak<�,tNfic_ ac a 'Y 4 t k` i erKa• I VI. r w St i�1k v V. L , l' • At tI `.�kf T � Y� R. 1 l 1x d SE OF T y yr�p JAMES DENEY. JR 11480 � � x a a d �w� a o� u va ww X55 C) axc�w aa�r.�H �V)Y w W �FHaw.a o H��� 000� a av)(1)c7 z 0 a REMONS DATE I REVISION 12/18/98 PARKING REVISIONS z a J (/ 1 Z O U 211 N Q W W Z r-) U Z W Q 7 0 com m 0 v O L ll s 0 a U N cD O m - 01 co cri CD CL 0 %M TITLE GRADING & PAVING PLAN DAIS: DEC. 16, 1998 SCALE: 1" = 20' DRAWN BY: J.N.M. CHECKED BY: JDJR %M NO. C2oF 7 JDJR FILE NO. 98062 I.. LOT 2 e1 e m 0000' 1 N e SWIIIIIIIIIII =woman .mma N ®�a 0 ep e DFW AIRPORT 0 I e ♦ / DRAINAGE DATA (EXISTING) AREA NO. ACRES C TL. MIN 125 IN/HR Q25 CFS 1100 IN/HR Q1� At 0.81 0.3 10 6.6 1.60 11.6 2.81 A2 3.0 0.3 10 6.6 5.94 11.6 10.44 3 1.26 0.3 10 6.6 2.49 11.6 4.38 DRAINAGE DATA (PROPOSED) AREA NO. ACRES C Tc MIN I251N/HR Q25 CFS I100 IN/HR Q100 CFS Al 0.81 0.9 10 6.6 4.82 11.6 8.46 A2 3.0 0.3 10 6.6. 5.94 11.6 10.44 A3 1.26 0.9 10 6.6 7.48 11.6 13.15 i OF \tih ,o ��E lF•1, it C7 �s1I *: :* 1'$'• -811x0 •W / si tiA /ENGt a d Od Ua W d55 o�� arxxw a1Z70Emq F E� .--� in U] z U �xxw o E4 af °ulV� REVISIONS: DATE I REVISION x U w 0 0 w Z 5 w Q 0 SHEET 7111.E OFF -SITE N DRAINAGE AREA MAP o DAM 9/17/98 Q SCALE: 1" = 40' Y U DRAWN BY: J.N.M. OJ m CHECKED ft JDJR SHEET N0. Q r C3oF 6 O W FILE NO, 98062 j 0 R ~ CID W awo ti OF \tih ,o ��E lF•1, it C7 �s1I *: :* 1'$'• -811x0 •W / si tiA /ENGt a d Od Ua W d55 o�� arxxw a1Z70Emq F E� .--� in U] z U �xxw o E4 af °ulV� REVISIONS: DATE I REVISION x U w 0 0 w Z 5 w Q 0 SHEET 7111.E OFF -SITE N DRAINAGE AREA MAP o DAM 9/17/98 Q SCALE: 1" = 40' Y U DRAWN BY: J.N.M. OJ m CHECKED ft JDJR SHEET N0. Q r C3oF 6 O W FILE NO, 98062 j wnh• DATE: DEC. 16, 1998 ML DRAWN BY: J.N.M. " X. SHEET NO. C4DF ! x. ,A,R FILE NO. . `. V f.'.r. K a. •. r t' . f, r ,:. 4. > y P a'r " of ai x n>s t e tE OF 7' ��l ,7 ....., *: ... ....................... JAMES DENEY, A. ......... a ....... a..... 61489/ ; t vo x Ix a a d �x o� �a ww X55 oac7oH �E'Elw w `I HHa o H�D �D� a 4 V) ul m w Z 0 a LO ,n z 4 J In N Z O V Ln cc W W Z .r V' Z w O co a, b N m m ti REVISIONS: DATE REVISION 12/18/98 PARKING REVISIONS m 0 Mal LL U) 3c 0 a N } OMa cn O1 01 b Q a cr cl 0 0 Slam TITLE EROQON CONTROL PIN PLAN DATE: DEC. 16, 1998 SCALE: 1 ¢ 20' DRAWN BY: J.N.M. CHECKED Blf JDJR SHEET NO. C4DF 7 ,A,R FILE NO. 98062 )X d , 16, 1998 SCALE: 1" : 20' DRANK BY, J.N.M. CHECKED BY: JDJR SHEET NO, C5oF 7 %" FILE NO. X Al elJ } d[ � 6 F 1 Lt,R J� .l V r y �y. y y r CIO J yl / JAMES DENEY, A / Ao /..........8/480 .....: '% r fyd, x Ix a a ad �x �a o <c oa ww X55 C) arxxw ,4z L) x W W HE-.w 0 E..4 of CL oaU)U� REVISIONS: DATE REVISION 12/18/98 PARKING REVISIONS SHEET TITLE JOINT PATTERN PLAN DATE; DEC. 16, 1998 SCALE: 1" : 20' DRANK BY, J.N.M. CHECKED BY: JDJR SHEET NO, C5oF 7 %" FILE NO. 9sos2 INSTALL $� 1 — 8" PLUG 1 — 2" GATE VALVE a,.. Top OF BANK / N� / 1 IN METER BOX VALVE -G, OF TEMPORARY / / / (OUT OF WALKWAY) CHANNEL = , FIRE HYDRANT /// INSTALL SEWER HEADWALL ! / / PRIVATE MNm GRADE, SERVICE ON 24' RCP / 54' RCP . -T - - - -- r Y4 -- -- -- -1 -- 8"SS—L -- � SS FOUND 3/4" I \L ?4" _ Rtp STD. CURB INLET \ \�� SS i / CONNECT 6" SEWER ! �'•\ \ " INLET TO EXIST. MANHOLE WATER MAIN TO BE LO ED AT \ \ T r 36" RCP STORM DRAIN CROSSING \ / SEE DETAIL THIS SHEET ! / r LOT 2 INSTALL CONSTRUCT CLEANOUT / \ / / 8" WATER I \ /I F L / INSTALL WATER RVICE TAPS / / / 1 - STD. 1 1/2" WATER SERVICE RS GATE VALVES / AND METER IN STD. METER FOU D 1/2" I.R D = 06"0114" R= 744.79' L= 78.04' T =39.0 ' C= 78.01' CB =N 9 "32'44 W II I I 1 I I I I 1 I I I I 1/2" CAPPED FOUND I.R. I I 1 1 I I I I 1 I I 1 I 1/ IFIR BOX. (DOMESTIC SERVICE) STD. RB INLET ! // 1 - STD. 1 1/2" WATER SERVICE AND METER IN STD. METER BOX (IRRIGATION SERVICE) N 66108 ae ! .00 R. W.. ly ! •� ! / / / /r /INSTALL PRIVATE 2" WATER LINE FOR DOMESTIC SERVICE II l ! / 15' UTILITY ! j / CONTRACTOR TO INSTALL EASEMENT / / UNDERGROUND CONDUITS ! FOUND FOR TELEPHONE SERVICE ! 1/2' I.R. TO BUILDING (SEE ELEC. ' PLANS FOR SIZE do NUMBER OF CONDUITS.) 1/ I/I /1 T l/ I/1 1I I II 1► I EXISTING BLO OFF VALVE 1Z — TO BE REMO D " ! I�IL T II / _ REMOVE PLU , CONNECT \ PROPOSED" WATER TO \ EXISTING 8 MAIN. �• \\ I ICX. SIDEWALK I ! I \\ I I \\ I I \\ PROPOSED I WV z � 34• I I 2' CAPPED OUNO I.R. E HYDRANT rd 34' 9� 3� I ml z F R W I a LOT 5 CONSTRUCT CLEANOUT UTILITY CONTRACTOR TO INSTALL UNDERGROUND CONDUITS FOR TELEPHONE SERVICE TO BUILDING (SEE ELEC. PLANS FOR SIZE & NUMBER OF CONDUITS.) 25' BUILDING SETBACK LINE to' DRAINAGE CONSTRUCT CLEANOUT 15' BUILDING—/ UTILITY EASEMENT SETBACK LINE T T� r�E E E I PROPOSED ? a EXISTING 8" WATER MAIN z 36" RCP +I I z F.L. 805.00 (FROM PLAN) N INSTALL 8 "x45' VERTICAL BENDS (MATH MEGA LUG RETAINER FLANGES) TEMPORARY BENCH MARK: SQUARE CUT ON TOP OF EXISTING CURB INLET. ELEVATION = 616.01 5' 5' INSTALL PRIVATE 1 -1/2" WATER FOR DOMESTIC SERVICE LOT 4R -1 A, BLOCK A INSTALL PRIVATE 4" SEWER SERVICE ON 2% MIN. GRADE. ss ss CONSTRUCT CLEANOUT INSTALL PRIVATE 1 -1/2" WATER FOR DOMESTIC SERVICE I PROPOSED 8" WATER MAIN WATER MAIN LOWERING DETAIL (AT STORM DRAIN CROSSING) NOT TO SCALE CONTRACTOR TO INSTALL UNDERGROUND CONDUITS FOR SECONDARY ELECTRIC SERVICE TO BUILDING (SEE ELEC. PLAN FOR SIZE & NUMBER OF CONDUITS). CONSTRUCT CLEANOUT W I I E E T 15' BUILDING 10' UTILITY SETBACK LINE EASEMENT yo W— 41 J.vY' CONTRACTOR TO INSTALL UNDERGROUND CONDUITS FOR LOT 4R -1 B SECONDARY ELECTRIC SERVICE TO BUILDING (SEE ELEC. PLAN FOR SIZE do NUMBER OF CONDUIT'S), UTILITY CONTACTS 8 "x45' VERTICAL BENDS (WITH MEGA -LUG RETAINER FLANGES) w z z z 9 m J -, 1 TU ELECTRIC TO INSTALL NEW POWER POLE WITH POLE — MOUNTED TRANSFORMER (V M ca N 15' DRAINAGE k UTILITY EASEMENT FENCE W M M ° DFW AIRPORT Voob TU ELECTRIC TO INSTALL POLE — MOUNTED TRANSFORMER ON EXIST. POWER POLE BENCH MARK: CG -27X -4 D.F.W. AIRPORT MONUMENT 52 -A., WEST SIDE OF WILLIAM D. TATE 300'+ NORTH OF S.W. GRAPEVINE PARKWAY. ELEVATION 611.52 CAPPED ) I.R. FENCE �:i`aT3QI�7!6: OF T4ll *: JAMES DEM'EY, JR. W444 U W z w w 1 x oaa� W0UE -4 z U x x W 0 E -1 CL �C!JmLi REUSIONS DATE NOTES: GTE TU ELECTRIC 1. ALL CONSTRUCTION SHALL BE DONE IN STRICT CONFORMANCE TO THESE PLANS AND ALL 3/19/99 MIKE COOK SONNY RHODES SHEET NOT C6. APPLICABLE MUNICIPAL CODES AND STANDARDS, GTE SOUTHWEST P.O. BOX 1329 402 S. BARTON GRAPEVINE, TEXAS 76099 2. THE CONTRACTOR SHALL MAKE APPLICATION FOR SERVICES, OBTAIN ALL PERMITS, AND PAY GRAPEVINE, TEXAS 75061 817 -858 -2569 ALL CHARGES FEES AND CONNECTION COSTS R H THESE , , OEQUIRED FOR EACH UTILITY SERVICE. ( 817 - 481 -8520 COSTS AND FEES SHALL NOT BE INCLUDED IN THE BASE BID), SWBT LONE STAR GAS 3, SEE PLUMBING AND ELECTRICAL PLANS FOR EXACT LOCATIONS AND DETAILS OF SERVICES BILL BOHENBLUST (BEDFORD SERVICE CENTER) INTO BUILDING. 400 W. SOUTH STREET MR. MELBA SMITH/MR. SHAWN MICHIE 4. CONTRACTOR TO VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO ARLINGTON, TEXAS 76010 2000 RELIANCE PKWY. CONSTRUCTION, PHONE: 817 - 882 -5225 BEDFORD, TEXAS 76021 CONTACT: RON POOL 817- 571 -9496 5, PLUMBING CONTRACTOR SHALL MAKE ARRANGEMENTS FOR GAS SERVICE INSTALLATION BY LONE STAR GAS COMPANY, PARAGON CABLE BOB MACIOCH 6, PUBLIC WORKS INSPECTORS WALL ONLY INSPECT UTILITY SERVICE CONNECTIONS. THE 820 W. NORTHWEST HIGHWAY BUILDING DEPARTMENT HALL INSPECT THE UTILITY SERVICE LINE FROM THE CONNECTION TO GRAPEVINE, TEXAS 76051 THE BUILDING. �:i`aT3QI�7!6: OF T4ll *: JAMES DEM'EY, JR. W444 U W z w w 1 x oaa� W0UE -4 z U x x W 0 E -1 CL �C!JmLi REUSIONS DATE REVISION 12/18/98 PARKING REVISIONS 3/08/99 CITY COMMENTS 3/19/99 CITY COMMENTS %DA SHEET NOT C6. 7 JDdt nu W. 911062 SHEET 1111.E UIun PLAN DATE DEC. 16, 1998 SCALE: 1" = 20' DRAWN BY: J.N.M. CHECKED BY: %DA SHEET NOT C6. 7 JDdt nu W. 911062 6' MAXIMUM SPACING OF 2x4 ANCHORS ANN. ` 4- NON 20 STONE FILTER CLOTH • - Od • NOTES SAND BAG OR ALTERNATE WEIGHT 2' MIN. LENGTH OF 2x4 2x4 WEIR 2" STONE FILTER CLOTH WITH - WIRE MESH BACKING p. 2x4 SPACER • CURB INLET 1, WOODEN FRAME IS TO BE CONSTRUCTED OF 2x4 CONSTRUCTION GRADE LUMBER. 6. FORM THE WARE MESH AND FILTER CLOTH TO THE CONCRETE GUTTER AND AGAINST THE FACE OF CURB ON BOTH SIDES OF THE INLET. PLACE CLEAN STONE 2. MARE MESH BACKING MUST BE OF SUFFICIENT STRENGTH TO SUPPORT FILTER OVER THE FILTER CLOTH IN SUCH A MANNER AS TO PREVENT WATER FROM ENTERING FABRIC, AND STONE FOR CURB INLETS, MATH WATER FULLY IMPOUNDED AGAINST IT. THE INLET UNDER OR AROUND THE CLOTH. 3. FILTER CLOTH MUST BE OF A TYPE APPROVED FOR THIS PURPOSE; RESISTANT 7. THIS TYPE OF INLET PROTECTION MUST BE INSPECTED FREQUENTLY AND THE TO SUNLIGHT WITH SIEVE SIZE, EOS, 40-85, TO ALLOW SUFFICIENT PASSAGE OF FILTER CLOTH AND STONE REPLACED WHEN CLOGGED WITH SEDIMENT. WATER AND REMOVAL OF SEDIMENT, 8. ASSURE THAT STORM FLOW DOES NOT BYPASS INLET BY INSTALLING TEMPORARY 4. STONE IS TO 2" IN SIZE AND CLEAN, SINCE FINER WOULD CLOG THE CLOTH. EARTH OR ASPHALT DIKES DIRECTING FLOW INTO INLET. 5. THE ASS3EMBLY SHALL BE PLACED, SO THAT THE ENDS OF THE SPACERS ARE A MINIMUM OF 1• BEYOND ENDS OF THE THROAT OPENING. CURB INLET PROTECTION DETAIL 2 i GRADE TO PREVENT RUNOFF • EXISTING FROM LEAVING THE SITE / 0 PAVEMENT u SILT FENCE (MIN. 24" ABOVE EXISTING GRADE) SILT FENCE NOTES: STEEL FENCE POST i, STEEL POSTS FMICH SUPPORT THE SILT FENCE (MAX. 6' SPACING, SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD FILTER FABRIC MIN. 1' EMBEDMENT) THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF ONE FOOT. EXISTING GRADE 2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER. SO NOTES: WIRE MESH BACKING SUPPORT THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW. WHERE 1. STONE SIZE ­0 3 TO S INCHES CRUSHED ROCK. ( 4X4 - W 1.4 x W 1.4) FENCE CANNOT BE TRENCHED IN (•.g. PAVEMENT), WEIGHT FABRIC FLAP WITH WASHED GRAVEL ON UPHILL 2. LENGTH - AS EFFECTIVE. BUT NOT LESS THAN 50, UNLESS DEPTH OF LOT IS LESS THA SIDE TO PREVENT FLOW UNDER FENCE. 150' FROM THE EDGE OF PAVEMENT WHERE LENGTH MUST ONLY BE W. 3. THE TRENCH MUST BE A MW. OF 6" DEEP AND 6' 3. THICKNESS SHALL NOT BE LESS THAN 80. WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFIUED WITH COMPACTED 4. M01H SHALL NOT BE LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS. M1N.L MATERIAL �ON1 ro P' 4. SILT FENCE SHOULD BE SECURELY FASTENED TO 5. WASHING WHEN G - EN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR F EACH STEEL SUPPORT POST OR WOVEN WRE, WHICH TO ENTRANCE ONTO PUBUC ROADWAY. WHEN WASHING IS REWIRED, IT SHALL BE DONE ON IS IN TURN ATTACHED TO THE STEEL FENCE POST. AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAWS INTO AN APPROVED TRAP OR THERE SHALL BE A 6. OVERLAP, SECURELY FASTENED SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAW, 1 WHERE ENDS OF FABRIC MEET. DITCH OR WATERCOURSE USING APPROVED METHODS. TRENCH BACKFILLED ( FABRIC TOE -IN 5. INSPECTION SHALL BE MADE WEEKLY OR S AFTER T MAINTENANCE -THE ENTRANCE SHALL BE PUBLIC ROADWAYS. IN COTHIS MAY WHICH WILL PREVENT AND COMPACTED) \ 6" EACH RAINFALL REPAIR DR REPLACEMENT SHALL BE TRACKING IN FWITH AG OF SEGMENT ONTO PUBLIC ROADWAYS THIS MAY REWIRE PERIODIC MADE PROMPTLY AS NEEDED. TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AND REPAIR AND /OR CFANOUT MAN. OF ANY MEASURES USED TO TRAP SEGMENT. ALL SEGMENT SPILLED, DROPPED, WASHED OR 6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS TRACKED ONTO PUBLIC ROADWAY, MUST BE REMOVED IMMEDIATELY. COMPLETELY STABILIZED SO AS NOT TO BLOCK OR 7. DRAINAGE - ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE SAALE EMPEDE STORM FLOW OR DRAINAGE. TO PREVENT RUNOFF FROM LEAVING T14E CONSTRUCTION SITE. SILT FENCE DETAIL 7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF GO. THE SILT SHALL BE DISPOSED END OF IN AN APPROVED SITE AND IN SUCH A MANNER AS STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE TO NOT CONTRIBUTE TO ADDITIONAL SILTATION. NOT TO SCALE INLET SIZE + 6• INLET SIZE C iD 6" 1 I I STANDARD RING & COVER (BASS & HAYS FOUNDARY, INC. PATTERN NO. 184) B CNI B C4 CURB �- GUTTER A CONSTRUCTION JOINT PLAN VIEW C NOTE: LATERAL PIPIE MAY EXIT BOX AT ANY LOCATION OR ANGLE SECTION A -A I aJ INLET SIZE + 1' -0" INLET SIZE A A. NO. 4 BARS AT 6. O.C. TOP REINFORCING PLAN 6" �t CURB INLET DETAILS NOT TO SCALE SECTION B -B 5 BARS fi" 6" ANGLED BARS 1/2" R T� N W K DRILL, DOWEL & EPDXY NO. 3 BARS (24" LONG) ON 24" C -C INTO EXISTING CONCRETE (MIN. 80) - AND TIE TO REINFORCING IN PROPOSED CONCRETE 6" NEW CONCRETE PAVEMENT 3" N0. 3 BARS AT 24' O.C. E.W. NEW CONCRETE ° NEW CONCRETE TO EXISTING CONCRETE DETAIL NOT TO SCALE ED Of U CURB TERMINAL DETAIL NOT TO SCALE 4 SERVICE TO ENTER �. EVEN WITH BOTTOM OF EXISTING MANHOLE O4 , 4 NO. 3 BAR - CONTINUOUS ' MORTAR COATING f I_II I i� I I & BRUSH FINISH °3" • -a 1 1/20R I-" a ° Of N0. 3 BARS AT 240 O.C. E.W. NOTE: TRANSVERSE SLOPE AT THE CURB VARIES - SEE PLAN VIEW INTEGRAL CURB DETAIL NOT TO SCALE 5/8" DIA. x 15' LONG SMOOTH DOWEL ROD SPACED 12. O.C. - PAINT AND GREASE ONE END ONLY 3" 3- JOINT SEALANT 5" OR 60 1/20 2 1/4" (5• PVMT. 3/4• 2 1/2" (6" PVMT.) FIRST POUR SECOND POUR d ° °�- A A ° _ �_ ._ A7 A I I I =1 I r__1 I II I II I IEHI I I T3/40 11 =1 I I„=_I I IT' I LI 1'- I I LI I N0. 3 BAR AT NON - EXTRUDING 24. O.C. E.W. JOINT FILLER EXPANSION JOINT DETAIL NOT TO SCALE PAVEMENT JOINT 0 a 94. 90• CONCRETE PAVEMENT . • J�0 DETAIL OF PAVEMENT JOINT AT CURB NOT TO SCALE 5" OR 6" CONCRETE PAVEMENT NO. 3 BARS AT 24" O.C. E.W. 2 1/4• (5" PV1dT.) 2 1/2" (6• PVMT.) A 1 -w w CONCRETE PAVEMENT SECTION DETAIL NOT TO SCALE 5/8" DIA, x 15" LONG SMOOTH DOWEL ROD SPACED 12" O.C. - PAINT AND GREASE ONE END ONLY SAWED OR TOOLED JOINT 11/2: VATH JOINT SEALANT 5. OR 6" 2 1/4• (5" PVMT.3/4 2 1/2•'(6" PVMT.) ° FIRST POUR e _ SECOND POUR °. d • A I 11 =1 I 7NO. -1 I,I I ICI I I ,III I I I = =1 II I II j ICI I ICI I I- 3 BAR AT BUTT JOINT 24" O.C. E.W. NOTE: CONSTRUCT CONSTRUCTION JOINT WHENEVER THE PLACEMENT OF CONCRETE IS SUSPENDED FOR MORE THAN 30 MINUTES. CONSTRUCTION JOINT DETAIL NOT TO SCALE SAW -CUT GROOVE, FILL WITH JOINT SEALANT A A ° d • A A A d ° 1 ° A NO, 3 BARS AT 24" O.C. E.W. 5" OR 60 CONCRETE PAVEMENT CONTRACTION JOINT DETAIL NOT TO SCALE _NOTES �DBY CRY IN Br OONTIACTOR BREAK -OUT SIDE OF EXISTING I. INSTALL Y P ND PIPE A TAP FOR BOTH METERS SHUT. NUT BE INSTALLED WrNW VALVE BOX MANHOLE AS NECESSARY TO 1 1/20 AND 2' METER INSTAUT04L INSTALL SEWER SERVICE. wHm CoMCRETE 2 OF METER eox CURL Nor EXISTING OR PROPOSED SIDEWALKS OR DRIVEWAYS. (SEE DETAIL 1) ALLOWED IN SKRWWx. 3I. --DOS �I 2• METER Box - CONCRETE ENCASE SEWER SERVICE AT MANHOLE AS SHOWN 7 i SUBGRADE VALVE BOX Z 4- LONG BRASS NIPPLE - PROPOSED WATER 2. ORISEA VALVE & Box 2 2" ANGLE METER VALVE SEWER SERVICE MAIN 1/2• COMPRESSION BO• WITH SLOTTED HOLES M.I.P. THREAD TO COPPER ADAPTER (COMPRESSION TOTING) \ FER SETTING T OR Y / (COMPRESSION METER SANITARY SEWER SERVI JECTION DETAIL (AT MA NOT TO SCALE 3' -6" 2' -6" 6" 12- 1 /2•R eOOO 71/2- I I �P POTS OSED �. •� 1 1/2 "R PAVEMENT i I 7 1/2- 1 JOINT i I PROPOSED PIPE I I NO. 4 BARS AT 12" O.C. EACH WAY, EACH FACE SECTION C -C gig \ 2' TYPE x• HARD COPPER PIPE THRUST \CLASS B CONCRETE USE ONLY FULL JOINTS BLOCK 1 (2000 Pal) UNDER PAYING DOUBLE STRAPPED BRONZE S7AWLE55 STEEL, OR EPOW CONED DUCTILE RON SADDLE WATER SERVICE INSTALLATION 2" do 1 1/2" LINE 1 Yl' 421vu kKC .4i0 rYep. IINLIL I JILL t I -U �.. 16, 1998 6" INLET SIZE DRAWN BY: J.N,M, CHECKED BY ,DJR SHEET N0, C 70F 1/20 R� RAHRt nI N0. N0, 4 BARS AT 6' O.C. 1' -6- 1 E 3_ EACH WAY (TOP ONLY) I I � I I 'k1 •; F F i a Zx`r I i Aj Lo h �} r�.,4 Y S' . r I NO. 4 BARS AT 12" O.C. I ��yY• EACH WAY, EACH FACE N \�- h I I >y' I I t1 -- -�- - -� -- -P ... -� �t CURB INLET DETAILS NOT TO SCALE SECTION B -B 5 BARS fi" 6" ANGLED BARS 1/2" R T� N W K DRILL, DOWEL & EPDXY NO. 3 BARS (24" LONG) ON 24" C -C INTO EXISTING CONCRETE (MIN. 80) - AND TIE TO REINFORCING IN PROPOSED CONCRETE 6" NEW CONCRETE PAVEMENT 3" N0. 3 BARS AT 24' O.C. E.W. NEW CONCRETE ° NEW CONCRETE TO EXISTING CONCRETE DETAIL NOT TO SCALE ED Of U CURB TERMINAL DETAIL NOT TO SCALE 4 SERVICE TO ENTER �. EVEN WITH BOTTOM OF EXISTING MANHOLE O4 , 4 NO. 3 BAR - CONTINUOUS ' MORTAR COATING f I_II I i� I I & BRUSH FINISH °3" • -a 1 1/20R I-" a ° Of N0. 3 BARS AT 240 O.C. E.W. NOTE: TRANSVERSE SLOPE AT THE CURB VARIES - SEE PLAN VIEW INTEGRAL CURB DETAIL NOT TO SCALE 5/8" DIA. x 15' LONG SMOOTH DOWEL ROD SPACED 12. O.C. - PAINT AND GREASE ONE END ONLY 3" 3- JOINT SEALANT 5" OR 60 1/20 2 1/4" (5• PVMT. 3/4• 2 1/2" (6" PVMT.) FIRST POUR SECOND POUR d ° °�- A A ° _ �_ ._ A7 A I I I =1 I r__1 I II I II I IEHI I I T3/40 11 =1 I I„=_I I IT' I LI 1'- I I LI I N0. 3 BAR AT NON - EXTRUDING 24. O.C. E.W. JOINT FILLER EXPANSION JOINT DETAIL NOT TO SCALE PAVEMENT JOINT 0 a 94. 90• CONCRETE PAVEMENT . • J�0 DETAIL OF PAVEMENT JOINT AT CURB NOT TO SCALE 5" OR 6" CONCRETE PAVEMENT NO. 3 BARS AT 24" O.C. E.W. 2 1/4• (5" PV1dT.) 2 1/2" (6• PVMT.) A 1 -w w CONCRETE PAVEMENT SECTION DETAIL NOT TO SCALE 5/8" DIA, x 15" LONG SMOOTH DOWEL ROD SPACED 12" O.C. - PAINT AND GREASE ONE END ONLY SAWED OR TOOLED JOINT 11/2: VATH JOINT SEALANT 5. OR 6" 2 1/4• (5" PVMT.3/4 2 1/2•'(6" PVMT.) ° FIRST POUR e _ SECOND POUR °. d • A I 11 =1 I 7NO. -1 I,I I ICI I I ,III I I I = =1 II I II j ICI I ICI I I- 3 BAR AT BUTT JOINT 24" O.C. E.W. NOTE: CONSTRUCT CONSTRUCTION JOINT WHENEVER THE PLACEMENT OF CONCRETE IS SUSPENDED FOR MORE THAN 30 MINUTES. CONSTRUCTION JOINT DETAIL NOT TO SCALE SAW -CUT GROOVE, FILL WITH JOINT SEALANT A A ° d • A A A d ° 1 ° A NO, 3 BARS AT 24" O.C. E.W. 5" OR 60 CONCRETE PAVEMENT CONTRACTION JOINT DETAIL NOT TO SCALE _NOTES �DBY CRY IN Br OONTIACTOR BREAK -OUT SIDE OF EXISTING I. INSTALL Y P ND PIPE A TAP FOR BOTH METERS SHUT. NUT BE INSTALLED WrNW VALVE BOX MANHOLE AS NECESSARY TO 1 1/20 AND 2' METER INSTAUT04L INSTALL SEWER SERVICE. wHm CoMCRETE 2 OF METER eox CURL Nor EXISTING OR PROPOSED SIDEWALKS OR DRIVEWAYS. (SEE DETAIL 1) ALLOWED IN SKRWWx. 3I. --DOS �I 2• METER Box - CONCRETE ENCASE SEWER SERVICE AT MANHOLE AS SHOWN 7 i SUBGRADE VALVE BOX Z 4- LONG BRASS NIPPLE - PROPOSED WATER 2. ORISEA VALVE & Box 2 2" ANGLE METER VALVE SEWER SERVICE MAIN 1/2• COMPRESSION BO• WITH SLOTTED HOLES M.I.P. THREAD TO COPPER ADAPTER (COMPRESSION TOTING) \ FER SETTING T OR Y / (COMPRESSION METER SANITARY SEWER SERVI JECTION DETAIL (AT MA NOT TO SCALE 3' -6" 2' -6" 6" 12- 1 /2•R eOOO 71/2- I I �P POTS OSED �. •� 1 1/2 "R PAVEMENT i I 7 1/2- 1 JOINT i I PROPOSED PIPE I I NO. 4 BARS AT 12" O.C. EACH WAY, EACH FACE SECTION C -C gig \ 2' TYPE x• HARD COPPER PIPE THRUST \CLASS B CONCRETE USE ONLY FULL JOINTS BLOCK 1 (2000 Pal) UNDER PAYING DOUBLE STRAPPED BRONZE S7AWLE55 STEEL, OR EPOW CONED DUCTILE RON SADDLE WATER SERVICE INSTALLATION 2" do 1 1/2" LINE 1 Yl' 421vu kKC .4i0 rYep. `9 � 1 �.. 16, 1998 SCALE: t 0 = 20' DRAWN BY: J.N,M, CHECKED BY ,DJR SHEET N0, C 70F 4 RAHRt nI N0. 98062 1 E 3_ N`i 'k1 •; F a; a Zx`r h �} r�.,4 Y S' . r ��yY• N \�- 7 >y' t1 1E OF TE4w ..JAMES DEWEY, JR. ........... �..... 61480 ..' x a W w �5 U � 0 E=4 Y. 1 I W E-H O E-+ �D a C) O W a z 5 0 E-+ E"I �W-L ul xw 004 U) 0 REVISIONS DATE I REVISION SHEET TITLE DETAIL SHEET DATE: DEC. 16, 1998 SCALE: t 0 = 20' DRAWN BY: J.N,M, CHECKED BY ,DJR SHEET N0, C 70F 7 RAHRt nI N0. 98062 i? yy GENERA4C'ONTRACTORS ,, s F r LANDSCAPE ARCHITECTS K'NCO mc W PMFdE STAIM OIL , ARUNQTON, TEXAS D. 817- 28581M W-880-2712 PROPERTY OWNER SALYER 4 ASSOCIATES.. 201 N. 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OONTRACrot SHATT F=0 V=Vf DDCRMOM AND $rA=CWAM P22SSU :1: :1:,'• :!; :J ;,' «'11 t 11 11 1 . STAMC WA= :LCC 1 :!: MUn= FOR :,• ' :4 OPERATION IS PSMLND 33 TO :1: «:1:'«.•:,/ AT LRAST 10 DAYS PZOR TO BWOMING THS DMOATION DWAL1�&ON. 1' THE SUTIC L1 1: LOCAnON 1: M&GRAbU= IN ''1 ..1: HARDSICAM ARRAS AND OUTSM OF . AR:. PDX •.f :1 w U - ONLY, IN f• CAN SHAY I PVC KAIN Olt L&TUAL LD= BE lNgrALLRD OUTS= OF TH3 PRUJ= MM ADJ= :1:. t 11 LnM LOCA=ONS ON SM TO ACCObOCODATS :X1: 1 t '1: CONT%kMXV IS RZPMMMX - • " OVrAINDW AIoL PMWM ZSQUn= TO DWAM TEM URIGAnom SYSTME &AMUND=L7?AVlNGSE=MMSHAlT :1: «: :1: ', Vd: • " :1: 1' a :11 •1 1:,1 1:11 AM OF 1. -t .,; • 1' t SR= ;I: SM 40 M 22M OF OBSMWMK MM ACC89=A '1 :,; • 1 t '1' .JI Lt :, :G 1: MATIMPOPOMMUTARANDRMW MCSRGRA=AMS3V24Z=l :1:. Ii SHAM :1: nQMALIJW A NMCMUM UP / «:1:•: PROM THX BACK OF UJ SMXWALK 11 D21VNWAqM 83T ALL •• :.• • 1 «. •• • 1, 1 • / :1 «'1:• «: : MM LW= AND 9= WT171 rMM t• •a OCCUR ON • :'•I•a COIL W= 10 7=9 AROUND 10 PVC PI-' 3vX0 1W IKM WMANSION AND CON72&=ON PURPOSS& EM BRAND W= COTMCTORS SHMA a. Itil:u POaArLV=5FUC8S 1 r. ••• r 1 ... :u.,til., n =wKl A=.lrtlqlTvt C0NDrrTOM IT • til I t :r. SM P=1 TO MM MTAUATION OF TM SY81ME .,. ,: _ 11 11..1 � .•: . •1 • ,. - a. JI 17 "I:n1 :,:.,�:,: t; OI'�t If if if if I� 'r `r I Ir r Ir I if � if r Ir T Ir 'r 1� I 1� .II. — 200 PSI - SDR 21 PVC PIPE LATERAL LI NE t� II 200 PSI SDR 21 PVC PI PE MAIN LINE ^42' DOUBLE CHECK VALVE ® 1 RRI TROL DI AL -11 B CONTROLLER WI TH MI NI -CLI CK RAIN AND FREEZE SENSORS O QUICK COUPLER 8120 WATER METER 9 I RRI TROL 700 SERIES ULTRA FLOW WITH OMNI REG IRRITROL POP UP SPRAY HEADS ® HSN -12F 12' ■ HSN -12F 4' e H &N -12H 12' e HSN -12H 4' e HSN -12Q 12' m HSN -120 4' e HSN -12T 12' e HSN -12T 4' o HSN-12TO 12' NN ■ HSN -12TO 4' a HSN -1277 12' e HSN -12TT 4' m HSN -15EST 4' ® HSN -15F 12' W A HSN -15H 120 C HSN -15H 4' O HSN -150 12' W 0 HSN -150 4' W O HSN -15SST 4' Emmai e H N -1 ' z p HSN-15T 4' W 57 HSN-1 5TO 120 D HSN-15TT 4' �mi7HSN-9EST 120 O HSN-9EST 4' 01HSN-9F 120 A HSN-9H 1350 D HSN - H 4' 0 H N -9 12# O HSN -9Q 4' 0 HSN -9SST 12' eC eHN -T12' '" A HSN -9T 9 120 �W A HSN -9 T 12' 0 Q� Q� V 2' SLEEVE 2' DOUBLE CHECK VAL` 2' WATER METER 2' SLEEVE \ if if —J PROPERTY OUJNER SAL.YER 4 ASSOCIATES 201 N. DOOLEY GRAPEVINE ,TEXAS 1605) 1.P 11• 11• 110 1 r 11 11' 1 P 11' 11' 1 r t r r r r .r r r r r r =GATION NOTES* 1. OONTRACrot SHATT F=0 V=Vf DDCRMOM AND $rA=CWAM P22SSU :1: :1:,'• :!; :J ;,' «'11 t 11 11 1 . STAMC WA= :LCC 1 :!: MUn= FOR :,• ' :4 OPERATION IS PSMLND 33 TO :1: «:1:'«.•:,/ AT LRAST 10 DAYS PZOR TO BWOMING THS DMOATION DWAL1�&ON. 1' THE SUTIC L1 1: LOCAnON 1: M&GRAbU= IN ''1 ..1: HARDSICAM ARRAS AND OUTSM OF . AR:. PDX •.f :1 w U - ONLY, IN f• CAN SHAY I PVC KAIN Olt L&TUAL LD= BE lNgrALLRD OUTS= OF TH3 PRUJ= MM ADJ= :1:. t 11 LnM LOCA=ONS ON SM TO ACCObOCODATS :X1: 1 t '1: CONT%kMXV IS RZPMMMX - • " OVrAINDW AIoL PMWM ZSQUn= TO DWAM TEM URIGAnom SYSTME &AMUND=L7?AVlNGSE=MMSHAlT :1: «: :1: ', Vd: • " :1: 1' a :11 •1 1:,1 1:11 AM OF 1. -t .,; • 1' t SR= ;I: SM 40 M 22M OF OBSMWMK MM ACC89=A '1 :,; • 1 t '1' .JI Lt :, :G 1: MATIMPOPOMMUTARANDRMW MCSRGRA=AMS3V24Z=l :1:. Ii SHAM :1: nQMALIJW A NMCMUM UP / «:1:•: PROM THX BACK OF UJ SMXWALK 11 D21VNWAqM 83T ALL •• :.• • 1 «. •• • 1, 1 • / :1 «'1:• «: : MM LW= AND 9= WT171 rMM t• •a OCCUR ON • :'•I•a COIL W= 10 7=9 AROUND 10 PVC PI-' 3vX0 1W IKM WMANSION AND CON72&=ON PURPOSS& EM BRAND W= COTMCTORS SHMA a. Itil:u POaArLV=5FUC8S 1 r. ••• r 1 ... :u.,til., n =wKl A=.lrtlqlTvt C0NDrrTOM IT • til I t :r. SM P=1 TO MM MTAUATION OF TM SY81ME .,. ,: _ 11 11..1 � .•: . •1 • ,. - a. JI 17 "I:n1 :,:.,�:,: t; OI'�t If if if if I� 'r `r I Ir r Ir I if � if r Ir T Ir 'r 1� I 1� .II. t� II "•0 0 1 1. a ' NN � W W U � Qi W W Emmai W z 7 W a (D E"'i eC W U) '" z W �W � a ©� 0 U� z a z 0 FL�1 C�' �Ft�Ft V �H�yy F+q DATE: 10--2498 REVISED# to -27-gq REVISED:12,- 1898; REVISED:, SHEET: L I SHEET Sr '�