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Home My WebLink AboutSP1995-46NOTE: THE LIGHJII'L:^ PAGILITIES 014160 AfCg1KaED AS TO BE PFSLECTEQ. MEY6 L pRO,,10EILLIWNNATJOK WITHIN THE Ol* I.ff At &E240 To TtaTD TIMPLI NOMOREN ?ENTA55 C FOOTV N'IDLE� OF LIGHT WON ANY ADJACENT FEOOENTIALLY TONED DISTRICT.. (SECTION E¢EJ DDENOTES PIRELANES DENOTES COVERED PARKING ■ DENOTES MECHANICAL UNIT LOCATIONS TO BE LANDSCAPED a SCREENED PROM VIEW. TYP. SUILDING DIMENSIONS l 112ING TYPE DIMENSIONS I. 8V -S-' x 141'-5" II 52 9 x 190-5" III 46 -II x181.11" IV 52' -9" x 114' -3" PARKING `, T7pOE III TOTAL PARING REWIRED 560 W. PARCMG PROVIDED 536 SP. HMIDICAP PAWING PROVIDED 55 SP, TOT4 PARCING 561 SP: COVERED PARKING PROVIDED 1415P. DRIVES f WALKWAYS TO BE CgtlICRETE TYPICAL WIDTH 6 PARKING SPACE SHALL BE 9' -0 -. ALL 51CA8 WILL BE M ACCORDANCE WITH SECTION 60, SIGN f�Cd,L4TIONS OF THE GRAPEVINE COMPI CHENSIVE ZONING ORDMNJCK, THE PARING WR DISABLED PERSONS SHALL ISE DE51,NNATED ACCORDING TO CHAPTER 33, SECTION 23A4 THRCUCGH 3369 Of THE GRAMN4NE CODE DO ORDINANCE'S. (SECTION 41E.1 29 CORNICES, EAVES, AND SILLS NOT HORR THAN TWO (7)MET INTO ANY REWIRED YARp,(SEC- 430,1 BALCONIES, DAY WIRIPME., MID CHR4NET5, NOT FbRE THAN IHREE T FEET INTO FRONT YARDS OR T O (D {ET INTO SIDE AND READ YARDS. (SEC g3G1} TYPE II TTPE III �.f( � 1 F It ® m I TYPO It BLMx , O I LCT , CJ I ,P., I> FLPE$ TPE IV L— _______ O i - TYPE II ' BUILOINC, CODE: 1991 WIFORM BNILDMG CODE UNTH CITT AI^ENDMENT5 `, T7pOE III OCCOPANOY, APARRipITS GROUP R DMSION I CONSTRUCTION TrpEYR -I - R4TED (wx4 FRa-IE WITH BRICK 4s1D11Wy b 9LL NIF TO CITY OF GRAPEVINE'S % x tDLLC LOCATION GRAPEVINE TEAS TAReANT GGWTI' REF: CIVIL AND LANDSCAPE = 1.07 1 LOT2 TOTAL I . 6. FOR PJBLIC SIDEWALK DENSITY BUILOINC, CODE: 1991 WIFORM BNILDMG CODE UNTH CITT AI^ENDMENT5 ZONING: R -EF -2 - OCCOPANOY, APARRipITS GROUP R DMSION I CONSTRUCTION TrpEYR -I - R4TED (wx4 FRa-IE WITH BRICK 4s1D11Wy TYPE: TO CITY OF GRAPEVINE'S MA C 30'i.T51 AHE�ED CODE9EC.ST eDHEM LOCATION GRAPEVINE TEAS TAReANT GGWTI' e 1.07 1 LOT2 TOTAL SITE ATEA Iz PI AC 0019 Ac -I"S AC DENSITY 15836 WAC B5 u)AC MA,5 WGC TYPES IV 11 TYPE u 'SPACE) 6Q. FT. 6 FT. O RECREATION BPACE PE 1v ) n I REF: LANDSCAPE O D . FOR I POOL AND TYPE It - -� �i n CLUBHOUSE I I F �-- I��Ty:•:' a e rn /II I�TI I I II I I I I CIE TYPE IV II I 0 I a I IN ESMT. CAPE DU $.. VICINITY MAP ��gPyptrt 1�¢ MIST ONiD ? p I � a 6/ r: A `1 Mound L 1 a TTPE I L-1 2 LOi 3 0a3 AU SS ESTORES I I HEIGHT 6 BLDG MAx, S.5• x qY BI➢0. YHE TOTAL BLDG CDyERAGE MA C 30'i.T51 9 It I ow fwmu e I - S 46tl61B" W� g 4N N4'66 22" W - MUSTANG DRIVE _ r, _z1.zi• -� .0.61• -__ ¢ INIFAEELTW OF TANEIEP9GD DPIYE REGiRED PROVID® ]]✓•5>.BD NVSTANC ORK gffApO NG iU PGXS %iEPMEp E II ii HEIGHT W 5-CG, MAX) STOPoE6 ESTORES f - ZCL4P- NL - Fpl ME Clry rt' 6HMMrv., NLY 99], HEIGHT 6 BLDG MAx, S.5• jg' PPGE RB L£ 160 VRGaECT NO )BEGt TOTAL BLDG CDyERAGE MA C 30'i.T51 120A ow fwmu SPACE MIIR 5$.101 1 V - - RECREATION SPACE MIN 56099 56 SITE PLAN IE (NITS G rs (NITS x¢3 224 APPROVED BREW WITS WITH - %IT - IX WIT5 - WITH ANY CODES OR OR- WRC So MI MI IIN1TBG 909 SID PARTIKENT COMNIUFFTy DEVELOPMENT PERMR APPR7,AL . T-4 e 6 BEDROLTIB woo WIT A -1909 MIN. r A- I WIT 0.1099 UNR A ARCI- 41TECTURAL: 517 PLAN - WIT UNIT B' - 3 MIT IS 2 W1TC - 3 MIT C • ] BLDG SEPARATION 5V MIN PACE TO FACE 50' : FACE TO FACE SCALE : 1" = 50' -0" l �TOTALINGMBER.OFEAONWIb 3' MIN. FLD TO ENDI E5 -:END TO END - Wli A. q¢ Dr.— Hy: RIMS Checked Hp KO DR, - 11/14,'O5 ,mve Tor Permf( li5 /96 TON. for nfanH 11i30/e5 Ixue (an ConehmNm - Revla,me y Par egKeplMeh'Vbc. YE ekhv p<.er:eu rL .Haug ®ema aapEaa - oe, lh and P Pera Of H pWga � Pumwe _ :.Le LL 1u a $. .... a 00, f e p a a' yr an n111 t IY ItRCV p,rpN. j 41r— — rr c O TWA� 1�1 VL w �a a� P. E- �yy w �1 w I•T•I e v IIW L) li a Pl v A x SHEET NO_I. A2.01 OF °I SHEETS #SP95 -46 94103 'F Tax 1 OSnV }' V ow fwmu 3 (¢II¢r '� 5oWhl¢ke Ile III -3 �r SITE PLAN CITY OF GRAPEVINE a APPROVED SHEET._ APPROVAL a DOES NOT A HD- RIZE ANY WORK RYCONFUCT WITH ANY CODES OR OR- DINANCES. DATES.- '✓ / / /9u. BY - EI PARTIKENT COMNIUFFTy DEVELOPMENT PERMR APPR7,AL . T-4 DATEL. V[ Dr.— Hy: RIMS Checked Hp KO DR, - 11/14,'O5 ,mve Tor Permf( li5 /96 TON. for nfanH 11i30/e5 Ixue (an ConehmNm - Revla,me y Par egKeplMeh'Vbc. YE ekhv p<.er:eu rL .Haug ®ema aapEaa - oe, lh and P Pera Of H pWga � Pumwe _ :.Le LL 1u a $. .... a 00, f e p a a' yr an n111 t IY ItRCV p,rpN. j 41r— — rr c O TWA� 1�1 VL w �a a� P. E- �yy w �1 w I•T•I e v IIW L) li a Pl v A x SHEET NO_I. A2.01 OF °I SHEETS #SP95 -46 94103 ORCON0 CAANUNK FENCE 5 89'2829 E 5 894829' E fi M1 XOW FEAR 3'Hi AR. IRON ISMS 1209' I 0 RS' S0' tOD' LEO A. xi. NflouGXi IRdI i£NCE IRRICATION MARINE 60.58' —\ r _ _ _ _ _ � � 9 OWPPF BVRFEMO Xq.LY � IRRIWOOX ..AI C? OII 12 OWMF 6UAFORD NRLY TYPOE IV .', wW GATE G AT WRW4NT TROT RxCE-' 6 DWARE BURFORD XCLLY iG TYPE IV al.Sp D ENTRAFRION Sr /. .. D / McT.1P O TVPE 1 DWARF BURFWD HOLLY TPE II 11 TOLE II ,I __NE J -"' LIANAA00x MANUME �a nm x1n xF J S 46'06'18" W / - -- - - -- .— 16ACmw= 21,27 MUSTANG DRIVE I �m I 14 BLOCK 1 OCR ICT 2 TYPE I RJN3 AUF9 ..NO., 4ry 44'a6'42" w `10' LAIOSCAPE 1161 y 10' xsIDIUTr TxAAru ' I 10 LANDSCAPE BUFFER DEA BJRERND HOLLY BURFORD XOUY HOLY AGATOX MuALWE X7 W0.W iWR AT MWLm IRON FENCE MS'&UTY MANGLE C r lT Fn' LANDSCAPE NOTES: - - - 1. ALL SIDEWALKS ME TO BE 3' WIDTHS UNLESS OTIERMSE Nmm ON THE PUNS 2. WALKS ME TO BE MAXIMUM 5# SI.WE UNLESS ORiER"BE NOWT ON THE PLAN. 3 ALL ABET FLOOR UNITS ARE TO BE NA. ICAP ACCESSIBLE. 4. SIZE TO BE IRRIGATED BY AN AUTOMATIC IMIIGATUV SYSTEM DESIGN TO BE PROMOEO BY UCENSED INDICATION DI USING NONSKID OR EQUAL EQUIPMENT. 5, SITE TO MAINTAINED BY OWNERS MAINTENANCE CONTRACTOR FOLLOWING INDUSTRY STANDARD MAINTENANCE PRACTICES G. ALL PARKING AREAS TO BE CURSED, LANDSCAPE OPEN SPACE 233.427 S0, F. SIZE AREA III 5Q, FT. INTERIM! LMDSCANNG GROSS AREA 69100 - MINIMUM REWIRED (10#) -6910 S.F. PROVDED 14900 S.F. TREES REWIflED (1 /400 S.F.) 22 TREES PROMOEO - 6A ALL PARKING SPACES ARE OPTION 12 PMONC SPACES OF AN 1AAND ALL ISANOS TO HAW AT MINIMUM WE TREE. PERIMETER LANDSCAPING PARKING LOTS TO BE SCREENED W/ 3' NIEGAT BERMS. HON- l£NIWLA4 WEN SPACE SITE TO HAYS GRASS IN ALL WEN SPACES REQUIRED EGYPT YARD LANDSCAPE ' (15%) - 35014 PROMUEO FRORAT YARD LANDSCAPE 66675 REWIRED RAMIE AREA LANDSCAPE (15%91 SITE) 92325 .PROVIDED FEATURE AREA LANDSCAPE 92325 REQUIRED TREES ALONG STREET FRONTAGE 59 (1/50 50, FT.) PROVDED TREES ALONG STREET FRONTAGE 59 REQUIRED TREES IN OPEN SPACE W 31 (1/30 SO, FT.) PROVIDED TREES IN OPEN ME ACE 31 REWIRED TREES IN PARKING AREAS 61 PRONDEO TREES IN PARKING AREAS 61 REQUIRED TREES 151 EMSTNC 33 NEW Ila THESE PRESERVATION IF— I W TREE TO REMAIN WEE TO REPLACE PLANT LIST PLANT NAME SRE SPACING MIN. HT. /SP, DWANE BURFORD ARMY 5 GALLON 36' D.C. 301 UK OAK 2 I/2' CAL. RED OAK 2 I/Y CAL V/4' CEDAR ELM 2 1/2 CAL. IQ'/4' SITE PLAN CITY OF GRAPEVINE SYMBOLS APPROVED UYE OAK O SHEET�_OF.J�_ APPROVAL DOES h`OT AUTHO- O RISE ANY WORK IN CONFLICT WITH ANY CODES OR OR- RED OAK DINANCES. ® DATE /-/E BYSGSrc6Yped MAN HIM DER.- RTMENT OF COMNUNP, Y DEVELOPMENT FAME ATE TO BE HYDROMULCHED YATH COMMOM B LqAPPROVAL DALE qE OF >6. RECEIVED~ Aig09eCISTE0.FggWA JAR 9 1995 PLANNING CASE ASP -95 -46 SHEET 2 O 21 REVISIONS GATE IimO HOI - 1 - =. lL,t i1 l vi' TI AUUan I A WASSII'1GTON &ASSOCIATES, INC. o,WTM THE CITY OF GRAPEVINE, TEXAS • `�' ENGINEERS. RUNNERS _ GE9IXI2P D.LP. 3� MEEKS DESIGN GROUP 5344 ALPRA ROAD 4�aI��I�WO.R.aria.tn�w.luP wT/4�>a DA-P. LANDSCAPE PLAN 41L 41LI UALTA6 TEXAS 76240 s (_W, u) 934 -2e33 - WRI -501 �� 01 -OJ -96 SHEET L1.01 6 i A — _ _I O B ARALAnOn — O r r p 6 TYPE II T TYPE III 6 OV l llYPE F & - I I I IL- -- O EMOTING I I I I I I I i I 1 1 1 n. 1 1 1 I IN e IunW "MONE FIV T / T / N i al, izln A-- e Xl. Xy N YPE IV 6 6' Xi FAOYCNi IRON F XE CWfiH OUSE FI:SnXG X IRRIWOOX ..AI C? OII 12 OWMF 6UAFORD NRLY TYPOE IV .', wW GATE G AT WRW4NT TROT RxCE-' 6 DWARE BURFORD XCLLY iG TYPE IV al.Sp D ENTRAFRION Sr /. .. D / McT.1P O TVPE 1 DWARF BURFWD HOLLY TPE II 11 TOLE II ,I __NE J -"' LIANAA00x MANUME �a nm x1n xF J S 46'06'18" W / - -- - - -- .— 16ACmw= 21,27 MUSTANG DRIVE I �m I 14 BLOCK 1 OCR ICT 2 TYPE I RJN3 AUF9 ..NO., 4ry 44'a6'42" w `10' LAIOSCAPE 1161 y 10' xsIDIUTr TxAAru ' I 10 LANDSCAPE BUFFER DEA BJRERND HOLLY BURFORD XOUY HOLY AGATOX MuALWE X7 W0.W iWR AT MWLm IRON FENCE MS'&UTY MANGLE C r lT Fn' LANDSCAPE NOTES: - - - 1. ALL SIDEWALKS ME TO BE 3' WIDTHS UNLESS OTIERMSE Nmm ON THE PUNS 2. WALKS ME TO BE MAXIMUM 5# SI.WE UNLESS ORiER"BE NOWT ON THE PLAN. 3 ALL ABET FLOOR UNITS ARE TO BE NA. ICAP ACCESSIBLE. 4. SIZE TO BE IRRIGATED BY AN AUTOMATIC IMIIGATUV SYSTEM DESIGN TO BE PROMOEO BY UCENSED INDICATION DI USING NONSKID OR EQUAL EQUIPMENT. 5, SITE TO MAINTAINED BY OWNERS MAINTENANCE CONTRACTOR FOLLOWING INDUSTRY STANDARD MAINTENANCE PRACTICES G. ALL PARKING AREAS TO BE CURSED, LANDSCAPE OPEN SPACE 233.427 S0, F. SIZE AREA III 5Q, FT. INTERIM! LMDSCANNG GROSS AREA 69100 - MINIMUM REWIRED (10#) -6910 S.F. PROVDED 14900 S.F. TREES REWIflED (1 /400 S.F.) 22 TREES PROMOEO - 6A ALL PARKING SPACES ARE OPTION 12 PMONC SPACES OF AN 1AAND ALL ISANOS TO HAW AT MINIMUM WE TREE. PERIMETER LANDSCAPING PARKING LOTS TO BE SCREENED W/ 3' NIEGAT BERMS. HON- l£NIWLA4 WEN SPACE SITE TO HAYS GRASS IN ALL WEN SPACES REQUIRED EGYPT YARD LANDSCAPE ' (15%) - 35014 PROMUEO FRORAT YARD LANDSCAPE 66675 REWIRED RAMIE AREA LANDSCAPE (15%91 SITE) 92325 .PROVIDED FEATURE AREA LANDSCAPE 92325 REQUIRED TREES ALONG STREET FRONTAGE 59 (1/50 50, FT.) PROVDED TREES ALONG STREET FRONTAGE 59 REQUIRED TREES IN OPEN SPACE W 31 (1/30 SO, FT.) PROVIDED TREES IN OPEN ME ACE 31 REWIRED TREES IN PARKING AREAS 61 PRONDEO TREES IN PARKING AREAS 61 REQUIRED TREES 151 EMSTNC 33 NEW Ila THESE PRESERVATION IF— I W TREE TO REMAIN WEE TO REPLACE PLANT LIST PLANT NAME SRE SPACING MIN. HT. /SP, DWANE BURFORD ARMY 5 GALLON 36' D.C. 301 UK OAK 2 I/2' CAL. RED OAK 2 I/Y CAL V/4' CEDAR ELM 2 1/2 CAL. IQ'/4' SITE PLAN CITY OF GRAPEVINE SYMBOLS APPROVED UYE OAK O SHEET�_OF.J�_ APPROVAL DOES h`OT AUTHO- O RISE ANY WORK IN CONFLICT WITH ANY CODES OR OR- RED OAK DINANCES. ® DATE /-/E BYSGSrc6Yped MAN HIM DER.- RTMENT OF COMNUNP, Y DEVELOPMENT FAME ATE TO BE HYDROMULCHED YATH COMMOM B LqAPPROVAL DALE qE OF >6. RECEIVED~ Aig09eCISTE0.FggWA JAR 9 1995 PLANNING CASE ASP -95 -46 SHEET 2 O 21 REVISIONS GATE IimO HOI - 1 - =. lL,t i1 l vi' TI AUUan I A WASSII'1GTON &ASSOCIATES, INC. o,WTM THE CITY OF GRAPEVINE, TEXAS • `�' ENGINEERS. RUNNERS _ GE9IXI2P D.LP. 3� MEEKS DESIGN GROUP 5344 ALPRA ROAD 4�aI��I�WO.R.aria.tn�w.luP wT/4�>a DA-P. LANDSCAPE PLAN 41L 41LI UALTA6 TEXAS 76240 s (_W, u) 934 -2e33 - WRI -501 �� 01 -OJ -96 SHEET L1.01 6 14 BLOCK 1 OCR ICT 2 TYPE I RJN3 AUF9 ..NO., 4ry 44'a6'42" w `10' LAIOSCAPE 1161 y 10' xsIDIUTr TxAAru ' I 10 LANDSCAPE BUFFER DEA BJRERND HOLLY BURFORD XOUY HOLY AGATOX MuALWE X7 W0.W iWR AT MWLm IRON FENCE MS'&UTY MANGLE C r lT Fn' LANDSCAPE NOTES: - - - 1. ALL SIDEWALKS ME TO BE 3' WIDTHS UNLESS OTIERMSE Nmm ON THE PUNS 2. WALKS ME TO BE MAXIMUM 5# SI.WE UNLESS ORiER"BE NOWT ON THE PLAN. 3 ALL ABET FLOOR UNITS ARE TO BE NA. ICAP ACCESSIBLE. 4. SIZE TO BE IRRIGATED BY AN AUTOMATIC IMIIGATUV SYSTEM DESIGN TO BE PROMOEO BY UCENSED INDICATION DI USING NONSKID OR EQUAL EQUIPMENT. 5, SITE TO MAINTAINED BY OWNERS MAINTENANCE CONTRACTOR FOLLOWING INDUSTRY STANDARD MAINTENANCE PRACTICES G. ALL PARKING AREAS TO BE CURSED, LANDSCAPE OPEN SPACE 233.427 S0, F. SIZE AREA III 5Q, FT. INTERIM! LMDSCANNG GROSS AREA 69100 - MINIMUM REWIRED (10#) -6910 S.F. PROVDED 14900 S.F. TREES REWIflED (1 /400 S.F.) 22 TREES PROMOEO - 6A ALL PARKING SPACES ARE OPTION 12 PMONC SPACES OF AN 1AAND ALL ISANOS TO HAW AT MINIMUM WE TREE. PERIMETER LANDSCAPING PARKING LOTS TO BE SCREENED W/ 3' NIEGAT BERMS. HON- l£NIWLA4 WEN SPACE SITE TO HAYS GRASS IN ALL WEN SPACES REQUIRED EGYPT YARD LANDSCAPE ' (15%) - 35014 PROMUEO FRORAT YARD LANDSCAPE 66675 REWIRED RAMIE AREA LANDSCAPE (15%91 SITE) 92325 .PROVIDED FEATURE AREA LANDSCAPE 92325 REQUIRED TREES ALONG STREET FRONTAGE 59 (1/50 50, FT.) PROVDED TREES ALONG STREET FRONTAGE 59 REQUIRED TREES IN OPEN SPACE W 31 (1/30 SO, FT.) PROVIDED TREES IN OPEN ME ACE 31 REWIRED TREES IN PARKING AREAS 61 PRONDEO TREES IN PARKING AREAS 61 REQUIRED TREES 151 EMSTNC 33 NEW Ila THESE PRESERVATION IF— I W TREE TO REMAIN WEE TO REPLACE PLANT LIST PLANT NAME SRE SPACING MIN. HT. /SP, DWANE BURFORD ARMY 5 GALLON 36' D.C. 301 UK OAK 2 I/2' CAL. RED OAK 2 I/Y CAL V/4' CEDAR ELM 2 1/2 CAL. IQ'/4' SITE PLAN CITY OF GRAPEVINE SYMBOLS APPROVED UYE OAK O SHEET�_OF.J�_ APPROVAL DOES h`OT AUTHO- O RISE ANY WORK IN CONFLICT WITH ANY CODES OR OR- RED OAK DINANCES. ® DATE /-/E BYSGSrc6Yped MAN HIM DER.- RTMENT OF COMNUNP, Y DEVELOPMENT FAME ATE TO BE HYDROMULCHED YATH COMMOM B LqAPPROVAL DALE qE OF >6. RECEIVED~ Aig09eCISTE0.FggWA JAR 9 1995 PLANNING CASE ASP -95 -46 SHEET 2 O 21 REVISIONS GATE IimO HOI - 1 - =. lL,t i1 l vi' TI AUUan I A WASSII'1GTON &ASSOCIATES, INC. o,WTM THE CITY OF GRAPEVINE, TEXAS • `�' ENGINEERS. RUNNERS _ GE9IXI2P D.LP. 3� MEEKS DESIGN GROUP 5344 ALPRA ROAD 4�aI��I�WO.R.aria.tn�w.luP wT/4�>a DA-P. LANDSCAPE PLAN 41L 41LI UALTA6 TEXAS 76240 s (_W, u) 934 -2e33 - WRI -501 �� 01 -OJ -96 SHEET L1.01 6 REVISIONS GATE IimO HOI - 1 - =. lL,t i1 l vi' TI AUUan I A WASSII'1GTON &ASSOCIATES, INC. o,WTM THE CITY OF GRAPEVINE, TEXAS • `�' ENGINEERS. RUNNERS _ GE9IXI2P D.LP. 3� MEEKS DESIGN GROUP 5344 ALPRA ROAD 4�aI��I�WO.R.aria.tn�w.luP wT/4�>a DA-P. LANDSCAPE PLAN 41L 41LI UALTA6 TEXAS 76240 s (_W, u) 934 -2e33 - WRI -501 �� 01 -OJ -96 SHEET L1.01 6 5 8928'29_E 5 B9TB ,2291 Q INTE65ECPON OF TAN G1EMV00 O81VE _ ATS 35+57.90 MUSTANG ORIK AC<CPSIAM ]O TRANS MR HE 28 CITY 1fiOF NATER F. JU 80 011 .HN..r. ,l..w,..�a. . - A-' w oN..NON�P..4N1�1.a� ` W WASHING TDNLSCASSANNERS S, INC. ENGINEERS 4 PLANNERS µ1 .. ,.6..376.1. T. 76014 .17.,,_11 Q,tM 17/496 -mn an aCA,, -T pn1-A - o z5 sa' ' tBV 1fi1 RGALE =1 FEE, [ se' GENERAL NOTES: 1. DO NOT WALE ANY OIMEN9p14 2. OIMFNSMNS TO PAVEMENT ARE TO FACE OF GUI 3' ]HE LONGEST P11O MOESi OIENUM 5 OF THE ACTUAL PB WINGS � OIMENSCNB WONOGE BRICK LEDGES AND PpKHE& MR ACTIAL 9J.. ADES. SEE ARCMIECNRAL I.R. 4. OGA W OTCE OF MURDER FOR D]- ORDINATE UST OR CLPItlRCAMON. 5. ALL PEIRKNOICUW CURB INTERSECPONS TO HAVE 2'RADIMS UNIUMS OTIERMSE INOICABUX RS: aN� Mi IGU LGW DIN£NSONS 191' -6• 91.51 II S2' -B• A 181 -5' S2.]S' A ISO4]' III 50' -I1' x 1B1' -11• SO.9Y v 1019T N 52'-8• A 1]P -5• SL]5'H 1]4.25' BOUNDARY POINT NORTHING FABLING A xS].1JKU 651.d59]O B tBM°9aOw 85699211 C 19J0.1]S]S I 151.}3845 D 193].5129 1,1U. s E 1937.A59w 8J.e9n4 F 1]]21 7538 1592ND7. G 1]21]3201 1390.36351 H 123999089 13]51]94 I d1,N9]9 131S74b8 J 1236.5 >383 .39501 jv,-eE NIDUS Ylw: D1IAcK Fr I = 2g4JOSrP ss. v[ Zc �5l',, 16JQ.FT- - roTA1- = 32q J1`I' 66i P' SITE PLAN 9 CITY OF GRAPEVINE APPROVED . SHEET '? OF 2(_ APPROVAL DOES N.OT AUTHO- RIZE ANY WORT( IN CONCLICT WITH ANTY CODES OR OR- DINANCES. DATE 0 A COMMCOMMUNITY Y DE O DEVELOPMENT PM-VRT APPROVAL DATE RECEIVED JAN 91995 PLANNING SCALE_. L �Pi 1y H.,._J.. P BUILDINGS BLDG. PONT NORTHING EABIINC 1 A 12G9.10PM11 115138155 H 1/5258814 1158.84815 C 11M.x3115 1298.1217 0 1280,01842 1296.]9515 2 A 1205b0746 889.70282 C 13].5..521 ]9 1O6J80047 D .1x82]]8.4 1083,.1218 3 A 1381.]5590 89182259 H 111.08595 8527433. C 111.N.O - .84.85858 D 085.91563 4 A Nx ...Ill.. 10.1.1.024 B40 .P835 B 1.3.85071 C . 1 40 0,0059. 10 .1039 OM.N.9 D 14x8 m951 611.xs15o 1]6105]18 5 A 14323.915 B 16N6,6N50 ]4 C 16N6.C631 . 811.1.]:636]8 0 u3L.2IDx 915.]B4V 8 A 1642.45350 ]652500] B 1 76727542 C 1.51..3102 BxO105T D 1&19.891]9 B10.OBOSx 7 A 111999215 .0.2077 B 10x9.88784 - .9]215]5] C 11x9.457.0 821.10188 0 1847.55132 919.18].3 B A 1580.x8165 - 89198]85 B 181}.03065 ..AS C - 1511.1].0] I05R]R881 D 1558.43105 .125..2x]]8 9 'A 1 159].]6504 - 110.1,64857 I 1]RO25]9 110:50116 C I771M40 115634817 D NUTO.UR 1156.]9559 10 A 7110DR 00 110581 1049.830.59 112.,33.11 C 1045x512 u.D.S]G]e D o A' Izeo.mse ' I ' A 16]8.0 5524 'ITMG H 155x.88511 CNRM5.. 1339...003 C 1051.5Q92 D 1850.4892 1W8 0 .7 3121x.] lz A 9...Scea 119u1T5 H 180.8.02532 1252]4x89 C 18A.82150 D 952A0ffi2 CSAAGO. 1xw.,S tH ns 41524]16 999.1573 B B 1499.9]2]5 C 1615.. 1551RS,'O D 916 .3909 155t0W60 14 A 1205.0095] 1b4a6092 D 1302/451 14054115a C 1Jb 21451 1598.89516 D I262.5C808 159555053 CLUB A Isae113x61 m585ou9 e 1 B.e2 1a5n]O.. C 148 0&R 45891 1185.18532 D 118 <..i3]6 DIMENSION CONTROL CDSE-ASP95 -44 A w002 COIMSF oASE: m /os /95 SHECT OF 21 \ TIME n:44'A.N. 'j UPB gy >5 „uTO �GFTAIL G I / \\ a P1UP,w xm°AO 59912 5 89M]Y E - 93a.01 ° L ESMib, y, LIO a.. — - - -- m G. IF GwERAL . LCd I I I�� FF•a°m.z ... a, ,e I males We °na ,4 dl c°nt°Im- b <ne Peye tana°rae ana Re[x[°Ikn,. ellY AN %iLVfS Fp40LO TYPE IV' "dv U jl�i C. 1. -Moto °i dl 11'.. Inaln°tea m Ne pUn1, AN '� + $$$ T li4ee rtam a ellnq pudic tee Noo m xP[t ewt n nne ± Iw FFw ;.O FF•L" �5 11 I I l / °:_I s %" / �� Y .«tkn nt n °d o. IN. 1,,.l a lean cmtrac \ar 11 N., : • IXV matt; fly cm4 ° .I- IN. Nunamo AS 1-ol n °IXa N IX ae ]. ke R'e, .e,° Ixe wen X.. nP «eL n, TYPE II TIP, Lm4oe1« In ,p n]L a r .11 aam9v 1 B A °el nu. flame. Ltia --,U. na F eael. Ba«e , e. 4m w/{ - 10 r u i \ I I / / I / : -- SILT FENCE DETAIL 10 & AlR dot, ... °na or, W N, Fa..°I ark o TYPE II x TYPE III \ N B. Dc I� ae ew =L 9sx T. alma P e. t.e Loa nq I « we ' mn« CU ui m'll wulnumn M, ee ronlmt. tip' yF TYPE N I / • L ...A." Coo eplln to l a m° 'coop. ` °� , - ] Y •L :n.L n & ViNA, twebrt b Kry Ol ke<el ,T� i ,Im51 'N�Fflxvl WTy FF'4e92 awe i °.x moms / Icy v4.S j� u[n,.ex[ 9"ticn)R Cmewel i° ( Ili) la 1FbFeuegeav l '\ max\ mvwllonv / TJ [xRC - ,°- ""��u., o-,k i / b� `tens �4 -... No W ¢MCA 41.5. T r. was m — e� / ,{ / i l IrB e«. - ,:sEE ^TION 'A �. J FP -6036 8 Z / / FF °�46 w I nv �.s TYPE ry x G n x Tma Ito A— . ^� 1 T FwE�IV p av:Z �x, La.WM I 5 /• «aMJ f)LO B. "( Lj s -eAa I "' r W'Lxu¢ fF R.i lc B "Tw.cnmN Pa.k S _ — w ' I / / I = I I L1 W rvlEr ays sym�p 0 Y. e°e w°. r A AA vv '' ixwa,. b . mE 1V B W- a.•+se r 1 114. Z ,am F ='Pit. ' . "Gro, m.m L-A 1.{ w ,.,.L w =rwam «° I � I 1 ,L 1 l ` a 1 I FP'6o3b °eO CLUBHOUSE .m.iA" • w - \r� ALAN.; _ FFe6eav I 1 III �I 1 �, TYPICAL CONCRETE PAVING SECTION I i T5 TYPE 11 m. No • I' B,. s ae .nJ �„ FoR srnRU SFUr -v eEfsxEw_a Otto ,E�a,l wuEECIna4 5 ,.m _ SRTMt laxfS ;fZU M F✓Cy. RoYY euc um6e.5 1+ F4 Na. s13- 5 -492e1 O°. _ _ _ _ a J L \ e •BN` YO varee C-AUUaev 1996. - - - s ✓W nJn J 1 4 \ \ \ \ \ mum Lot m mrs siu.wfn a « e.«. \ Fftcw.n Loj Gw I \\ °"•F "'x1 WM FF =wBY' 11FF, �.e ( 1 FF =cu2.i 1 I FP�b10 4. v- ry„-5`1 PE III 1 moo tl O ` X 611. to TYPE 1 _ El 'bts I IN x4185 '/5 BL04 Y E 5 5% ��\ - _ w,4 "y- I ',� R.,_ Ib� a •sxxx.x. � I` °hh-x — L+y iaL rC - - = +�"- +�.- _'s x ®w'15• w - B.T.09n 6 'rvin.4 SITE PLAN auIi OUT ON THE top It 1 n1O fEEi I OF _ CITY IT GRAPEVINE E sOUTxErSr cORUeR OF tOT z elacR + v - _ _. MUSTANG DRIVE THE Va ES OF MI.AM51111PG T�, p� EIEVATON +815.3l APPROVED OBUSnE ONR NE THE BUN' GE axe nO wx EAST APFft06VlAL- Y�lEISI rVF 2( OF THE NCRONEASr OGRxER a IUT z Blow t of SHEET q OF E LARK Cf MWauBBURO. EIEVATON B1].86 WITH ANY VJ UI E COC�'PUC- DINA Ai7Y CLVPS OR 02- RECEBiOED DAVi7' S. ':. bATE i 6Y ilr�0 _ « wwxrm. JAN 91995 1t{TYdENT APMr woven HEREON was wwnTEO Ta[IS PJAInE of xmro. \a xocnrE.. En- ,ufEVJ1s; COHLNUNITY DEVELOPMENT inou' eH ACCMAL ox THE GROUND TsocnAPRiC MAP n„rn .eEA., r.l.lo a�rinlup ro+mwur Haas s'wy�� N$,N$INC` PFP,MfI'APPROVRL DATE M 4 PROPME0 BY LOYO BRANSOM EURVEY0.i5, ING WF 2E P2m-OP wIiXLUF quo, Uq.t .T eF �H[�. IN NOVW BEfl OF 19BG. C"`Tto- aK `Ng fy.ECJiE . IM 4fLW ,AAO,C WITH OTY of CICAPLV lNE TREE ONZNM AxcE. REVISIONS GATE LEGEND ' 0 FP °hd5lEnPao EL<v4rwel WASHINGTON BC ASSOCIATES, INC. s LAKES OF wII,%Ia�ISBUIZc z 4 xx.L.n[gn.,„a wm[e. „L mmmwaeq r,w„ ° „«. '°”' ° „ "' •,°" _ ROR¢. - _w• ff F,11sua i1/nR,E —Aree1 ` ' FNC1nFERS. PLauNERS THE CITY OF GRAPEVINE, TEXAS 3 TW%m eF wnu ELLVanuN ,,,, aa,ww;u OESx:rvED D.L.P. .1 AN o m mlcwa sEq mra ” {E ,w.. P., U,.,,. Nll Mr. ,b,-ItilA.a,p,..Nm „.«MO„ L D O GRADING PLAN 5 - co- F,mr+�EO c vhr u [ ,e,i,,,,, EROSION CONTROL PLgN RsR <sP s -ac 5 - - -Ek1Yf E�EVATImN \ 151 -002 CGRDIF GATE. n /Oa /55 SHEET /� OF2I \ TIME 151 P.N. RENSIONS I DATE 11 LEGEND V NAGE SUMMARY. TABLE SCALE: " =zoo' EXISTING DRAINAGE CONDITION PROPOSED SITE CONDITION FASIINO('ANDMONS RUNOFF ODWWArOM ULTIMATE DEV61 M CONDMOM RUNOFF('OMPOTATIONS TRAE OF CONCENTRATION Y' TNIE OR NNCEiLIRATfON'e• rsrrmrxsacr:rmrtrves7 CR, o1 Pon WorN S.O,alm, C.11. and N[�Ne NO yvPh kc1lme of Gm cenvnYVO(FO. H -I)fmm Ne 0,., Fan Wo S.. D.,a cdD. mtl ' Mvouvl } msmrssn�aaex Q' I =(mml.ne} _mo mn as =lots. x_o4o (are sxal . =Iss woom i- Q r, (P.<rMxa7 a2W ¢maizom,x_n4o (are max) ,4 =zHS mmm «. SITE PLAN �r� snmMmc r, (ouanmx.m7 =@n rrRxa =zs %, n�am »k =an meimm. - CITY OF GRAPEVINE '/NI Ir (cWOnellwlJ =1x50 ket ® r- sas��asl��ra+�mnrc�^;>rr�z;al� LF Q.]O kP5'« W xl0% [x� vu - cM1e a LF [I3 '356 mi APPROVED S d�ROVED h (exuGng 6k R'cvlw[ Stl3� r�z'vsm+mrs^rn Ihmn (a axv&e'x YxWUSn 9H26) 330 i y P.PPFO ✓ ?L z T F E 41uA =2lp feei�x2x% v_0.0 a 4(tM1ene +4 Ll mhvq - 2 cM1 I = CW It lfl i � ° �. L F.'Y t ::" 7 1 irrriirrr 5.9 NInum mn (Mnhproaury lNel :d81 vl =lx A O.- mar (mnhProPm xve) III .x x� RECEIVES U N {(� -aai� JAN 91995 mm .I (mesnxe4r.4Me.c m+mlPm�+r um) - ns1 vl.�sl .y -AR fl Wm e[ (v4Jn ®J8x4'MH.0 xr w�%vfvxY 4n<) ® rr�rz�atx- o�arr�rtnccrxa� PERMT APPROVAL CA,' . J:r..ma- 'mr�iFS:�a LAKES OF MSEXAS ME m mx�,..aNmsm.m m.. mw.., ., . - - iiii�rrnrdinasrnrrrrwrrarr• GRAPEA THE CITY OF GIYAPEVINE TEXAS x6pxtA J.T.ft. 'Jiirre::�0• ^P" . D'LP' OFFSITE DRAINAGE STUDY r7iC�i�rr- CHSe SP95.. G M1011 /tt /95 SHEEP 5 21 \ 151 -002 \ COSDSIF nMe asz. ,OF it ®PfE3LiFRi� iii r.Weerrrse a aa;!��sarsa �r��Ern( eir�ci�rn�rza FZM !:n,�rns�:zmrmra�rci�ssz:� L= TP. Rdf[ YlRY: S$ IIiT.® r�7d l�S7![3it93. @F.L.3�RSSSmi� IS�iC as��rsti�irnmzrc- rmrz�'*.�r�rsr.»zrr�Er�� rM, _ nr. rs��mcsrir..ane:as:�vrsrxii� - iiir_' I- S.3T23f�'J1'i1:lPllr�_E/7�!��_ - iiiiirrriiiiro SCALE: " =zoo' EXISTING DRAINAGE CONDITION PROPOSED SITE CONDITION FASIINO('ANDMONS RUNOFF ODWWArOM ULTIMATE DEV61 M CONDMOM RUNOFF('OMPOTATIONS TRAE OF CONCENTRATION Y' TNIE OR NNCEiLIRATfON'e• (U,., oSmPh MT4ve of Conxnwbn( Figure E- t)fmmIEe CR, o1 Pon WorN S.O,alm, C.11. and N[�Ne NO yvPh kc1lme of Gm cenvnYVO(FO. H -I)fmm Ne 0,., Fan Wo S.. D.,a cdD. mtl ' Mvouvl } Ds M-1 Q' I =(mml.ne} _mo mn as =lots. x_o4o (are sxal . =Iss woom i- Q r, (P.<rMxa7 a2W ¢maizom,x_n4o (are max) ,4 =zHS mmm «. SITE PLAN r, ([Exmellb]f =mmrm ®xzs %,x =om snmMmc r, (ouanmx.m7 =@n rrRxa =zs %, n�am »k =an meimm. - CITY OF GRAPEVINE '/NI Ir (cWOnellwlJ =1x50 ket ® LF Q.]O kP5'« W xl0% [x� vu - cM1e a LF [I3 '356 mi APPROVED S d�ROVED h (exuGng 6k R'cvlw[ Stl3� _- 343 m1w;W�pj¢yx Ihmn (a axv&e'x YxWUSn 9H26) 330 i y P.PPFO ✓ ?L z T F E 41uA =2lp feei�x2x% v_0.0 a 4(tM1ene +4 Ll mhvq - 2 cM1 I = CW It lfl i � ° �. L F.'Y t ::" 7 1 beE) = xIm xn�% 5.9 NInum mn (Mnhproaury lNel :d81 vl =lx A O.- mar (mnhProPm xve) III .x x� RECEIVES U N {(� JAN 91995 mm .I (mesnxe4r.4Me.c m+mlPm�+r um) - ns1 vl.�sl .y -AR fl Wm e[ (v4Jn ®J8x4'MH.0 xr w�%vfvxY 4n<) JB9 mm_1. = =4W�Inxx - .- COA1M1 {UNITI DE C�..'Fa �iNl PLANNING PERMT APPROVAL CA,' . SCALE LAKES OF MSEXAS ME m mx�,..aNmsm.m m.. mw.., ., WAS®IUGTONBC ASSOCIATER INC. NC wcluEEfts. PLRNNERH N "� o"" " ".R GRAPEA THE CITY OF GIYAPEVINE TEXAS x6pxtA J.T.ft. ^P" . D'LP' OFFSITE DRAINAGE STUDY CHSe SP95.. G M1011 /tt /95 SHEEP 5 21 \ 151 -002 \ COSDSIF nMe asz. ,OF E / 1 I 1 JI I I I I I 1 I I I III Id I t 14'98 M-3 2 321 I I r I I I ON. (wm77. DnHLao-xr RmMOM) II I ]�e 77.8 af.c Q I �l I� I I I I • / , I I I�� MUSTANG DRIVE —� 4 1— - -- -------- -�L - -- I F ° m' av IOY ISa SCAIE IN fEET 1 50' Y4FWA J DRAINAGE SUMMARY TABLE SWNS Wi W ]HE TIP C£ CLNB 310 iF1T FAO] - FF TIE NCU FMi CpWER OF LOT R, RLCCx I OF „OTM g68hN'CE CMINACE REPORT PgfpMEO BY - - TF Ip M C£ MWOMSWRG EIEYATCl1 a 815.2] B. MNFA WNSVLTHE FNOXF88, NO. 2N WIEO OF YALI m.. OaIFD N0.£MBER t.95. t RECEIVED BOUME WT ON TIE SOP OF CURB 410 FFfi EABT FM -- exs'n i I IEtr s EITIFiR' �PF/R'2A � -. ntnere�rmrsrsa1M nli2!F-1J]f971)�1 �"R/meafir FIEVAT qI 81180 - - - Iii [FSJi�i PR RENSIONS DATE LEGEND ..aou�,. ,. �N.� sw.R �N Ogo:a..IL � H [xunc X'� ` ' WASHINGTON SC AESOCNTES, INC. ENCiNEEFS .PLANNER$ !ifi.>•R31f4lFt BOND. n�D LAKES OF WILLIAMSBURG THE CITY OF GRAPEVINE, RA E TEXAS . ��1I d9° 7FS .i�1/AI/I.E��T. 2 /lS.'S•�![3'�i U--. DRAMh. J.T.. i DFRHAOE AREA DEawAnox zn WuNACE NEA (ACRES) Qi CEBOR POINT XUNBw soDnm•+., . .n ,.,e .m] >.v .:,�.. »o,. t ID �. Dx,q YYpp L MP °`ETM 'D.LN. DRAINAGE AREA MAP - - 5E * 95 -46 4 0 ^ D DATE: 1,/14 /85 SHEET 6 151. 002 CDAMIF OF2I - 11 [3S�3R:IRS:L3'iC'Z:il°[iiiiii�. iiiiiii�ii FHit! ®��f®fL>•[3�11'l� Q&3ai�[LlIG4f ...: � �EIJ[ iR: i- �R.SfISC�[If��l�.il®ffRZF:si_® rggm iE- �LSii�l11G!• . �R� ii�iiir ��oe;��mxielsasrcJS�avr�ai —c i® R#.ifC3F�Sf�.'!S�"9F}ll:E3]SLi i:7R7L`7f41Zf E3Ht=' I• lbi- ]lRf�67�rd��IR'1i6EA��isE�6Fi57 - ® 13no ii"aIll©ii=AFi#E1 . isl♦i iiiiii® �:E1i�62fl�E3i7Fi"�Jie r3li \RFf�9RT�i ®�i it'[56��lIIfRd�[3� eis.>a>7cr�a ,a - �3�i�Hf�i��i iESifr ca��irc� >�a>Qi�csa�aRe1.-��rz:>s�em� iit•�iiiiii® IPPIliEa�ai® itF�Rb1��TllR3i�E ,L�Rff!1iiE:SiIP =ffiI .. - iiiiii^- SWNS Wi W ]HE TIP C£ CLNB 310 iF1T FAO] - FF TIE NCU FMi CpWER OF LOT R, RLCCx I OF „OTM g68hN'CE CMINACE REPORT PgfpMEO BY - - TF Ip M C£ MWOMSWRG EIEYATCl1 a 815.2] B. MNFA WNSVLTHE FNOXF88, NO. 2N WIEO OF YALI m.. OaIFD N0.£MBER t.95. t RECEIVED BOUME WT ON TIE SOP OF CURB 410 FFfi EABT Of ME NORTB EA81 Cp I.CPI &ER OF LOT Z B I Of THE Vl(E9 OF MWUAEBVRG - I .IAN 1996. B FIEVAT qI 81180 - - 9 ANiNANN P6ING RENSIONS DATE LEGEND ..aou�,. ,. �N.� sw.R �N Ogo:a..IL � H [xunc X'� ` ' WASHINGTON SC AESOCNTES, INC. ENCiNEEFS .PLANNER$ Eo , ; W1e 11 UUU yll BOND. n�D LAKES OF WILLIAMSBURG THE CITY OF GRAPEVINE, RA E TEXAS Al "'N ORMNME DTIDE ME ...... SUB— DRUNAK aWUE UNE —� -• ORNH <OE FlAW ARROW 2 U--. DRAMh. J.T.. i DFRHAOE AREA DEawAnox zn WuNACE NEA (ACRES) Qi CEBOR POINT XUNBw soDnm•+., . .n ,.,e .m] >.v .:,�.. »o,. t ID �. Dx,q YYpp L MP °`ETM 'D.LN. DRAINAGE AREA MAP - - 5E * 95 -46 4 0 ^ D DATE: 1,/14 /85 SHEET 6 151. 002 CDAMIF OF2I pp YPE �} ' u AT § T - eoaeO B GR. STP. NMOS. AS4T.i\ \ _ e TAN e aoO GOa o m XD• Brc T20• AAA BRAVE LC 05313.Mtl AT.\T Celt uVf'I y RSn .31•R0.50'R. 6•p /6. �TB1 Ofl T /c-oo1 CW P. Pm P ..D 0 IY£ - STA 33+5].90 MUSTANG _CMS \ ifi ssr, /[n \ t8].0320.M•Li. f u eP s.N I NOTE CCNSIRUC] CURB RAND TO BE GETEGGJCIFD ,5 I r AT Al11HTERfiECapLS I g 5 4 TYPE I I R P.T. sTA, s4 %.K ' g GR STP. Si R] 20.50' R1 - BLgY(f LOTR T C - 60 &3t m �, ?n - TM -603.b =n ✓C'to LURVE WRK OEIiA ARC TANL£NT CxdtD WCW NUNEGA R�OIU5 LENGTH LENOM BEARING L�NOm. gyJ I O ` _lam LI 1000. M' 3F36'A" 51T.2T 190.BR' S 1YNbB' W 3TI' TYPE IV — — / - C2 000w CrBH -.2• I83]Y 8].1T N 1fi'3TOB• E 182.BY LGAG AF } I / BEEN MARKS - G.fl. - wsTAU st Por. mom+ BnenlcnoE - SQUARE CUT ON THE TOP OF CURB ±10 FEET EAST — — — — — — — — — — — — — — — — sii a 0B'� OF THE SOUTHEAST CORNER OF LOT 2, BLOCK 1 OF • 2'W THE LAKES OF WWAMSMFIA s 0ob m w - n3 ELEVATION - 61527 - SQUARE CUT ON THE TOP OF CURB 21B FEET EAST — _ — _ _ — — ----------------------------- - - - - -- OF THE NORTHEAST COMER OF LOT 2. BLOCKT OF PONDEROSA DRIVE THE LAKES OF WWAMSSURG x ELEVATION = 613.94 TANGLEWOOD DRIVE o B 625 R 6 625 Rmm 8 9 R [e d.d [$2e Glyn »$ ig Fu 620 ,Hi _ 620 4.A-F- GRWN NATURAL OROUN AT RIGHT R.O.W AT GENFERLIHE 61.5 NPTURPL LRWN AT LEFT RC.W. 615 610 _- -� 0 0+50% FILE GRAF i/L k PROFILE C OE UXE 605 5 . CMPACTLD F, O. PROCTOR TO BSR OENGm v G u SiTL AN ° I .600 u - M - 600 , a APPS \%ED Ig g am gm $R SH ET O A e m S o RIZ 1 I I [F,4 Ex a FRET a• n A4'FVL ,., T 595 595. - - RII V -a Too '.NO, tlm °mega J� �itPY iiT O JAN' 919 5 C §_� ` N ^ ia° S $ Q % PR+fUTAPRiOVP OPMENT - [g 3 C [ e S $ 5 g g g. g PEANNIq g DA 590 590 0 +00 - 1 +00 2 +00 3 +00 4 +00- - 5 +00 6 +00- 7 +00 5 +00 REVISIDNS - MITE PROFILE LEGEND .I EP ERA ML �I..Am..N.�.,e.w..oreOr N. N.O�.oHO..xNP «.o,oO. °""`•"" }^T,mO —THE �N - `' WASHINGTON &ASSOCIATES, INC. INC:w4 ENGINEERS. PLANNERS w� ... o- 6n Nm,L T..m ,O .O „ /.NO en /.ION KB N °ee Q T�1 vbmGN ° T uP ice \p ph s¢fie SCALE xDR¢. - r -Aa• °°^ - 1•-° } %� LAKE OF WILLI.!'1MSD V RV THE CITY OF GRAPEVINE TEXAS. TANGLEWOOD DRIVE PAVING PLAN & PROFILE 0 +00 m END [xss l+swz -4k 1 Q - — - xAlu wL w D ¢Er o. — HARI cN H _ wTM k PRONLE BwLE uxE 2 p' ar.R.. GNEe B`" o ROVm D.LP. - a D - s 0 __sra DATE; 01 /04/9fi \ 151 -002 \ CPWE n.E: B /2 P.M. SHEET 7- �F 21 8 D' fPGE Of E B A' eA a M L. PC S A PI. m 596. Al I I 1 r n - RON. EY . M H.U. P L1 Ona8.6R - MRON A GCE OF BC k DCAUL '.M.WNRNfi 1AD, OF M9C .58811! J I _ R. BG) 598 OF -. TOP Gr' WH fL TLS BOON , A SLOE... WA ORR(- - - - - - - - - - I c w I T<. ]a6 0 'R- N' AIL {r / . SL O8L RO FRtt T(1 EL . 58] 80 N MIS AREA TO PRONDDEE 5 Ti BACN LL AREA ON PROYWE P09T. WAWAOE (OX W 3 TO TIE PROPOSED CHANNEL ootaK k REP.. _____ PogTIWS OF THE "U"No WWO FEN Q T4i ^MSTYE ORMNAGE Of 4411WL p`camw rx. ] I PROPWm CHONNE- _ ____ cawaRP a ,Q1. ( / DO NOT MSMRB EMRIDNG , Y a °Wi #b°•� EP • m n!/ Aa YE� - - IIES WTIIN 1MS PILL AREA. mY L mxv pICE N 1118 MFA t 5c.a`/„' _ urnc N OP.. ]S Eiw� T sm. vucnaE y, a 1111 yRI Im R , a- •w O YP 4V BO• 1w L w N PIP� 5 . — — o }ro pp. 5 °a 9 Ac f, OCA E W FEET m AD EMWE CAUTIWIII m $A [ a z ( .vevrvq �B muo'am E io e[ Iw \ y mmAnmm �:o wow ew-. N e XLE m� P SOt 4YBAAl 59129 d 8 X t 11 v OF HA. tl f Y 1 1 P Y R =[ EGMO LONE SEAR On UNE CONTACT LONE STAR VPoRRINO IN THIS AREA CAS _ _ _ — xou«n 1 +ue A MWIMUM OF HB HWRS BEFORE - TO MD EXACT LOCATON OF E %ISRNG GAS UNE. 10 5 ea ] •M. „`• - 1� CONTRACTOR S9 PRESERVE AND PROTECT ALL LANE - _ � 1O P°'�°'m .t_ n STAR CAS FAGUTES A Glom RAME'A= 1 a• ^ID TY m e. ...l . e -m` ev 1, it EBEgX 14' OE v B' OEFP fWNE lam 8 $a FWnE•6r f(RUNE) =X0169 m STA M .. . § gg $ g ggg TYPE IV EXp O LE v 8 DEEP TTPE 2.9• g $ gaN oml vvc wwr w` kCgI C,r BO W - ,a m Y, $$E g6 nONx"`"eMtwm ME)=62MWN1 R(iWME)- 60R.10: i /C =BOZ.60 8n ° Nm s9:b eea4ed E ` '" - 605 a �S 1e D IA 605. w R mDlusm duDE -T 1 EX O 0 9 DEEPS RVME B .Fmnw . 1812] ACE. CT R TCEWALL r- aat. L] xm [v u IN OS i R 6O w • PROPOSE➢ €x w a �� 666'a.11ll6 OlY V/' I ^1 '.m.,.. FaCKFlLL BE RDD CHANNEL PRCiOSTD CHANKe1 CEH1FAll16 CURVE DATA III I I ° R} STA OFEI25 FWME'B' Oj N TM TO PL ON AN TV S AREA vx `— MA dwo wam P i. uE F TYPE 111 P c 5T 6.6 -18B Lf 10' P.V.C. AM xo ' R I. W3A8 P. III Xn96 P ES 69m 13NYCx91M I Ei Ulo6.0 FWME i wvm[ �� I lass n uTN f Pn OID X'PoW A .1 }w r RF CRWTm RCK ,n RAP x[ .595 BmLHNANAF W ARE CUT ON ME TW Cf WRB 110 FEET EAST OF WUTIE. CMXER Or LOT II o n8TA 04R000 rILME B - I v H DEEP RVME —FASTHG L95 mANS =[wem rc 1 ` � If w4A w RM/JNE X I..q r i M w D AI PIPE rPRIVATE OF MW AM8BUR0. TE W - 615R] WT ON TIE TOP w CURB 110 FEET EAST OF E NgIMFAST CORNER OI LOT ; BLOLI(1 OF OB R LVNE a 6M YYFAS�. FSWARE III III,''I7 T1PE wy _ _ - _v 59D D DD 1 590 µv w -{�-I{-I - L , xe[ {Z t THE IMES OF WiWNASBURC. EIEV TW z 81]86 II}�{ - II��I \ 8 92 R]A _ I° 11 I I I \ Ell`WCWLRE PROPERN UNE - • y� STRUC I gDWli C W Z PHO R s9P+2 BEaN RAP SLOP r ON '&"'•�" ACCESS RAMP DETAIL ss PUBLIC ^° AD MyFi ° PROPOSED CHA NEL "c U X IF ° § 6 $_ 6k ; E6m ti R 5.9' IN NEWT a = ... F..ae 0 615 E _ 615 605 xe- P �.., 605 ii�1°6'a °g Wyk° .i= 5mN °r rZ iI [vi •w n ...""`° O imp i n3m $4zt Wi =6 ♦3 yea ifd¢ „m�e 35 05�� 600' 610 600 -1 610ss@ o TOP OF IFFT CANNEL WILL n A IN HEIGVT a FvaT ww"X FLUME' 'B' (PRIVATE) ..B 6{ o = 6 W d d I F x N mw m IRCIF Sg Ogg 5'28 Sg n j=; AT UOI .1. 41WD AT PL .NOa. R. 595 1 @' �� Q.. �r `�DDNO "c °LXOO - 605 00 0 00 595 605 fly g,` �� RKNr CNANxF1 Au IE s TMN9TON –__ DUET TOP OF GIAxnEL TE r VTLV = AR _ n� s2 ro sa xDCx _ BIGHT T OF (NM'nE w w - PLAN P] /. 1y Two s2rnon ROVE PMITVE _�__ - Wa RN IN TNS AREA TO W "" % - " C F [yyPY.:'. /rlY Do AS E CE 5CN MRA i0 _ ANUA d ®9 P'C'1l �I' ED CNM'N LmT & fl GHT CF CXPNXR - ®� IR. tOEWA X ° 0 6DD °a 6 E —OF 600 Ht _ r .. . _ . M x.X[. .w aa.iw— OSLO CHANNEL ON 0.3]R i GRWIEO OGC PIP NM R E�'/CNN9 WO.R IN CONT ODES OR ,Cmn _ —pR0 129�� D D ry or LHM'xF1 WAU - vA9AR E HDCN 185' TO xD TW OF FWT ANNA WAIL - B'. IN HEIGHT 595 605 - AR E OF - 605 595 - w. - ac oLavxEL - I5° PROPOSED - d LHANNR – 600 590 FLUM 'A' (PRIVATE) < JAN 1995 m n PLAN ING ,mO 565 595 595 585 0 +00. 1A 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 6 +DO PROFILE IEGEND 3c" � ��ylp LAKES LT ��TT �/, �,T�iE��i w OL' REVISIONS DATE ¢mmn. M[]w�..=,w mN. XNmAE.NO mortnw m. - 1rs 1.1 - WASHINGTON &A36OCIATRS, INC. ENGMEERS. PIAHNERS °,Ya. Nrc .N "a T... w0::. Xoiu. -9mr w XI]iX9B ]D]] y i I : 04i" O'� 1 `Lµ� �Rr. ETILL]2fMSBURG -THE CITY OF GRAPEVINE TEAS PROPOSED CHANNEL. FLUME V FLUME 'A'. - & 10" DRAIN PIPE _ PLAN &PROFILE -C Y1s Q NAT. GRIND. AT LEFT PL MAT. CMC, AT Man EDGE of WANx NAT. ERWND AT a OF CHANNEL PwPOSEO cx.xxR Mmnxf I rR S TR a 4 - xNm PATE 01/05/96 151 -002 \ CCHAIE TIME: 10:10 AM- SHEET 8 OF 21 6 A vn,x ware : n Or) - A.I UOT 1 / / z R P 4 sTRNC Lai+ / / wIn.BOaeo 3 IN ET F-->v / / / 3'XS INLET WITH GRATE Ni5 a8 z36 INLET WTH GRA`TE'S ) b xH�p3Aq(T4 p RSE T-]IPE - t;R3 +2121 MAES z/ ( R 3R'W r[ -.- }Y. �LkmnTS FORTIO9 E+L+T 1 CLUBHOUSE ,I W ttPE II / / L / I one�xeu ttiFl ✓ `I• u j MreS-e . TYPE II �'1 � I e I "1 i 4m[39 1 je� YLemAes L t?M R R• o.< • - - I rAR n as• aFNO .. gRI[J}ye998.S P :A w �le's1 .Ltn I � Rw'� WIZ EIM ({r 4f 3°IL°. li Yli OYR G 3.. V ' fYY95 fACtl r FFAAO _J $ R L YU t EVx R A°. R _TI m '" k 10' OA j ua+ FGLE 0 20' N' m' I1V II. �_ _J - 're e�yuaius09uuseiu w - °'- xx z\ ww-� .ie•o.a FAN IIiE law'Ifi uviiE /3 IN �r INiDE_wPLL OF t6 x1ET _ rD _ _ coax mn a vs. IEE f I SNe p 4 _ aEPX bE�� 6 _ _ _ _ _ tl CTP CEx OF RB sb xIET MI N EMN fl ]0]9 I 3 a. STA. Ot0000 LINE C - e - { / ' ° ^ LIY (Nv. JC I L 1+ E 3 \9E R ., VI I R R ) R 3Y - SB6.50 PV Si0. O G 29 BEGIN PRIVATE RA WRCP AT FACE E E 4 I - OF PRIV >lE RETA Y1G WALL W!i FL (R6•) - 33]m .. .. F: W' . •i - $ g IE I I �4 • Ly • FE e EE ° L 1W tlLI SfE I'F4 L6' " LV 0 ° C. Bta6o LX "� 1} I '• .'SECTION VIEWS IP 6 - 2 1L"'GN61 FT A 9 R CNI .1 TONE AT fF ETNN.TG CV STiPUCF.Slal1 R'StlCESSED CURB H1£1 x9 ( TTO GTE Is WRe NUIT FIF r Exo r RCP a OF FPSF- TFY`N $ a TA - P R zl• > - fioan 6144°1 vu SECTION VIEW' dl wOlxlA}11 IYPE IV INSIDE WPLL OF AeR FL (R•J - 58533 8' SEE WN., L FOR aET415) I A L•Y INLEL BEGx R' PV siA OM1]15) RR60 li - WTIFWF : SBO )6 F1.( UE - 58D51 Yfu,E INflORi 15 NIFi - 68850 i/C 801.+0. R (R17 - EALOI R (24'1 - SsR.06 R4341 -A Dlkh G V" j T St. p ITYPP' F.A. OF TA 11 I �RE - �"F SIwST& a OOOO ONE -9- EQV.NING WALL AT . , ��BJJO°° R (42'ST�59e515 + RCIX RR RPP Pi OU PLl w o xm RW21Y M[T ....m eT� a. E 00 C.A. IME LNE'C 9-Cw F FI AE. "0 E4Ylfll TO BE RFK[O 1! 3 R3 1.L T GFG, _= -- tune tl 0.RY 1,P1 e I 4" A�I4 GVen3 Y. CROU NNE 8 �f� Mu R „ o- LOi 2 el- .- I YI •• ' 9 Y R6s vu HOCK RP RAP AT WIF1LL 2013 PCF23 -f -:-T 1 6oCE.W ,B til _ _ _� ' R'3aI9- 'InIe1 RO uM�Ne'TieiXe - E AF,0.t Bd1e Fx. I iutcT> = Se=OF TH P AP J m F .e8 eRm,rc a� r eAti�,l. - (o.eot<:.fie> B Sx. _\ 381GF5 -yypf< � J _ 4 NFAaWPLL is BE RELOKD Y ,E•W MUSMaMK R m mE I aa! f k']• Tv PE C X. Ao SD STA 1 +31.» IINE'B' EW R1 PCP 4 COxs --ii 652 I `a� r-� ME.) NGO1 FL (RI') = 59500 I 4F ENA,:.i 2, 1V uj4' /vµ)(5911 4✓`in�i 2 1K I BENCH MARKS SQUARE CUT ON. THE TOP OF CURB 310 FEET EAST PRIVATE - O Pt T - p PUB l� OF THE SQUTIIEAST CORNER OF LOT 2, BLOCK 1 OF \IV IE -IC. THE LAKES OF WLLIAMSBURG. LINE 'A' 'B' 'C' ELEVATION = 615.27 LINE - LINE 620 SQUARE CUT ON THE TOP OF CURB 310 620 620 620 FEET EAST OF THE NORTHEAST CORNER OF COT 2, BLOCK I OF THE IAKES OF P AMSRURG. ELEVATION - 613.94 w53 Bea °s Pz 615 _ � 615 = 0 615 R6 °2 m 615 o Aa 5 °n° ° n ° ° f °� °".-.. r nz�o ?"�� y- 610 h 610 - O`£e 610 a 6d m sd m� 610 o� 3u+w 0� a ep.D7 e 4 el D,m =1] 5) cb Vr m ha -Of.B3 ft 0.020] II/N Op - &R.25 1. GROUND AT tt F PPE w18 RI 3(o °0.0034 - s1 fN PRI CW➢E I.i fL OF PIPE Srr 0.. a01M N 605 SO.WBM1 /tt S, - N/R S,y-a.8. tt /I s05 605 TAN '/ 605 Yy "e - F[ T. GROUxo .i a rc PIE ' "I u�x R N NEI AT END OF` OP'NILX yy nl. .n,x mn FA CP03FD E -O.RS Ai 0. OF PRE enu Fe. >m F e .: C _ NIflY ` [ m• - SANGOPoK ppA .f _ PoH 7E. iSIOIE.1- WGNUO 600 1- ° Snw _ __ _ _ f - '- ' -" - __ -600 rwi Roux AT u of PRE R e F aF wExwc) - R oEFAAS) 600 .600 _.- . �.. .. T1ROAi OF IXL i - 596.50 PEAR REV. 589.61 p. dSxl. 103 LF.- R]'RCP O0 - I � 82 LF. - d'RR dnE a. meµ,YFM� • o.+fix - I PIT L. ctl. , E PLAN Root RN PP Ai Wa 595 595 N� I I NO 1 "' 595 - CITY O GRAPE NE 595 N. NIP AP AT F LL VI LP, APPROVED OF SHEEET xb`x ` A RIZE ANY', ORE Ed CG 7TAC 590 - k °E'3j ;. 590 590 a "• WITH ANY CODES O G- 590 RECEI EC - °fig DATE D )M�I- OF 01 OT N s - JAN' 3 995 COMMt7T DEVELOP T m PERMff AL DA 585 585 - PLANN N685 585 0 +00 1 +00 2+00 3 +00 2 +00 1 +00 - 0 +00 0 +00 1 +00c. REVISIONS DATE PROFILE LEGEND Pte. m[mN, AA Pao4LI -AO 6 E° X °"'"` IAE P,x. P. ` ' ON SC ASSOCIATES, INC. ENGINED86 - PLANNER$ GnpeMe MY. Su lmme ew ose. en /u5 •u,pa en /eee- w 6t, +a , G "M1'14 1 c% SCAM. vmrz - 1 -JX TT /T oy T TT T.TAM p V {J Y, LAKES THE C P TT 1L1 U S THE CITY OF GRAPEVINE TEXAS 9 D - eL oi' PFE PRGPOiio PgDE ATn IN PIPE DRAWN: dr.R z p D6R. GLP. F 1 L E/Vf LINES 'A ` B' & 4 PLAN & PROFILE Rsa'WSws -V. STA 0+00 TO END, STA, 0 +00 TO. END, STA. 0 +00 TO END 4 B DATE: D96 O i /05 -SHEET 9, OF 151 002' - \CPSDAIE nME:9:41 R/M. 21 E WAF 2" N. GA' r PPINC AEFYE k V.LVE EX. IR- WPIEP WARNING! 6" NATURAL GAS LINE P %NC 4£EfE k VNVE SEX. IR• WP1FA o ss' 6tl - t0o 1W' scNC m Ertr GENERAL WATER NOTES SEE: GENERAL NOTES — WATER & SANITARY SEWER. .LOCATE) ON SHEET NO. 13 & 14 OF 21. NNWPIEF E.I. SITE PLAN / '.� [X [..� ,• mm... - - - ---- "= MUSTANG ----------------— `. - . CITY OF GRAPEVINE _— - - -_ DRIVE 61 _ APPROVED SHEETS. p APPROVAL DOE RIZE ANY WOP1`, C,, . . - WITH A14Y COJis DINANC _ RECEIVED DATE2Cz2f - Attl fCOMY N DEVELOPMENT PEt3i K7APPROWZDATF— - PLANNING REVISIONS oAIE LEGEND ) LAKES OF WILLIAMSBURG o W WasRRaGTDN &Assocurrs, INN " � °y "z �.x. z p — r —R° ` y ...[m[.a,,. ,.[ ".,m m.l. mP,ma.lx,«Pmma. "' ` f ENGINEERS PLANNERS ''.- �° / ox^"*" THE CITY OF GRAPEVINE .TEXAS uM 6E9GNEP U.LR 3 R� w« mj- «_... >.m ux /ate .0 ei /.E[ -- WATER PLAN o ;_ _ _ air o'mwx.+.[ le if .z. o• `f�p .� _ CAS #SP95_ - 6 Q 3GH . °1 or e Aua¢ OATS 01 /O5 /G6 , \ 151 -002 \ CWTIF SHEET= 1Q . 'ME- 1625 A.M. tOF: ,21,e WAI 2" N. GA: WARNING! i NATURAL GAS LINE SC4£ M FRi GENERAL SEWER NOTES SEE: GENERAL NOTES - WATER k SANITARY SEWER, LOCATED ON SHEET NO. 14 OF 21 - „ - _ _ __ ____ ;. M' �vnco w,m MUSTANG DRIVE as nmc ,e A —A SiT< Ili9B.U9 UNE A< i p I � — RECEIVED l YI�VElVE® - �/� SITE PLAN OF GRAPEVINE SHH EAPPROVED PPT O L_ O LAAS Df AUTHO- RIZE ANY WORK TN CONFLICT - WITH ANY COEyES OR 08- DINANC DATF " �A �irtuma Tw , -- -- - - - - -- — ` \CITY � _ _ _ _ _— _ [I AID �I VI e'OUT�99].19 — — — - — — — _ - JAN 37995 DE ARTMENT O COMMUND'Y DEVELOPMENT PLANNING PMAgr APPROVAL. DATE RENSIONS DATE LEGEND aF•P1Me :— —All WAEHINGTONSC'ASSOCWTES,INC. 1n ''0 \¢ s ° "�'�, XFL -1 LAKES OF WILLIAMS13URG 2 � .mom, a =�,a.a.s q,„ - ..e�x".w,¢r.xa+.mar.,o�„o r�mmo- `A'Ns �{� + +- oxAwN: �.T:v. THE CITY OF GRAPEVINE, TEXAS :a. ".e ENGINEER5.P ��? / j oEAGHEI) DLP o }_y - -- a - -� Mme wWel;n0 .. ,. �slpa Q, SEWER PLAN s o r ca9s +F 5P95-46 151 -002 CSEWiF DATE: \ SHEET 1 T OF 21 - 110 A.M. THE it 10 A.M.' z� BENCH MARKS: ' n w mmn w n m SQUARE CUT ON SHE TOP OF CURB t10 FEET EAST '^ OF THE SOUTHEAST CORNER OF LOT 2. BLOCK 1 OF o _ II II m m tl X y, TH E LAKES OF WIWAMSBURC. - ono +Y F m EIEVATION - 615.27 a z X n S 3 o N n it z z n o o I Q wm TH SQUARE CUT ON E TOPS OF CURB 210 FEET EAST FyVy OF NORTHEAST GONER OF LOT 2,BLOMIOF'- NNwKVV �V NdVV KV THEHE ELEVATION = 613.94 605 605 PROPOSE) GRADE AT Q PH E 600 600 82 L.F. w PVC — - ® 0.33% j 216 LF C PVC ® 33X— - 595 ` s'PVC 190 LF. 8° PVC ®0.33 im j m °.sox 595 I --------- _ -_il ' L ----------- - - m 2' MIN. uj— - - mn CLEARANCE wvi ' a^+.N 590 2O LF 590 1 1 CON EM ENCAS 7MENT 0400 1400 2400 3m 00 4w 00 5400 -- -- LINE 'A' II t , XI II - -- M n I ; NII m m 02 m �II� II? $o m PFw a��m mm Lmd o� F3 r VV tiz i 610 - 610 605 - PROPOSED AT PIPE MADE 6O5 600 600 314 LF. 8° PVC B 0. 553% - 252 LF. 8' VC ®0.33X ' - 2 MIN, 595 - C.AR4 CE - 595 LINE. '13' Q F Pig 590 vtNt sso - " SHEET OF $� APPROV DOES NO AUTHO- RIZE WORK IN ONFLfCT 585 rm WrtH p y CODES -OR OR- L+ - mua DINANC S, 585 RECEIVED DA BY ARTMD v- JAN- 1995 COMM' Tnty DEVEL PA4&9T F '�% r$ERW AL PLANO NCR 0 +00 1 +00 2400. 3 +00 4 +00 - 5 +00 - 6 +00 RENSIONS DATE PROFlLE LEGEND m� w a: maw mw�m'n m <aµ,m s,µ�..a�.�m,� aK `' WASHINGTON SC ASSOCIATES, INC. ENGINEERS .PLANNERS z,,i ''i9L1, scAC HpEL - ,• �^T LAKES OF WILLIAMSBURG THE CITY OF GRAPEVINE, TEXAS T c k orewne m wX,XE 2 n 3 SANITARY SEWER PROFILES - �'�um mm lurw�s H., .., 1.+ B,NXS m en /7sX- -308. _ 4 ,lt o �O - -s PreD,co o.R.w. LINES A, &,8, STATIONS' AS SHOWN c sE 5v 996 5 D g - _ _ i$1 -002 CPSS E. DATE: OI .,, SHEET 12 ME: 4:24 a.m. wA.RS SXA1 ISIFOCM TO J.T..A FOO ?rS'. MIS '... �.• I' =O'. vS SERYICE iDA YAEA RIC C E HYDRANTS N IL "DS RO ANY N Ttl II:IOE J AMETEK. a. -➢ _ "R A AEA %AWAY 'O S A_ SUIED IS I STMDAID SFELIININTS AND AND SIX. T CUBIC FEET OF MASHED GRAVEL FILL CLASS 'B'CORI of `O.d j THRUST BLOCK. MUST -O TV AOT SLEEK VEEP OLE. IREOST CORI SLAB - A07:WATEH SERVICES SHALL NOT M COXHECTED i0 RAE HYDRANT LIMES. l.X 25 BC unx.TO ec. o wn GROUND LIKE gnv/ u +T METER SON � 4 enneu uE I' NAY. CORPORATION STOP [ITN RnREO LIME MAIN BLUE SIMS0.VnE FIRE -LrtE REFLECTOR RDA APPROVED SOMALI TO BE PLACED IM THE CENTER DP STREET 1 AEFLELE FI0.E ALBAAAI S. PR INSTALLATION! OF THIS h MANUFACTURER, SHALL BE AS IAEStAl9fU BY iNE 9AXUEACTUAEA. IW IN)i PiP4E F. N. WTMIH RPWUx), FIRE HYDRAiFT REFLECTOR INSTALLATION ! - THRUS-i IN -IONS FOR VERTICAL BENDS IS L'C1E5 11.25• 6' PS 50• 30' 65• 60' 15' 9p' SERI Itf 111E SADDLE WI iX "ERA SOFT ApxfALR C.G. THREADS By I INCH '? I I IA IX CN YPS 1 IX ttl 2'IN (X II I GOITER. P) THE $TIXNP] IIN,FILAT,M, MOTION API PAONSONS. I ` N 11 2.9d i.5p S.i6 136 Ip. os 13.OG If.S6 15.09 V� 1�9 1,60 d.9G 6.10 9.pi 9.5{ IL 16 15.50 1 16.66 16SE 16.92 20.10 22.16 19.08 i]. S6 III 6.62 B.I6 I 12.96 16.96 21.91 29.]6 ]2 16 31.92 iO 10.11 15. i2 I tp.E9 26.52 ]F.50 1'..9E SLZ2 5].02 REVSIONS DMI AINST \ j POOR UANGA MAIN \VI JAS PLAN OF PLUG THRUST BLOCK INSTALL' 6'WSCP, YAM IIAf HYDRANT AND WATER RAIN, ANAVIT TO WATER MALI. ;LE STOP LOCATE ANGLE STOP AS CLOSE TO EODIE OE I 'A A0X AS POSSIBLE ' DX A 2'WMPM METER 'ii AXCIE STOP 16' BEEP II' MIX. TYPE -V CRUISE ASIA 8 -96 L "I 1" DA SMALLER METER AFTER IDX SHALL BE CURAUEAIEB METAL, 18' OIAMEIEA, Id' DEEP, SLOTTED FOR SERVICE PIPE FITTED WITH CAST IRON III IN LID. LIB SHALL BE LT. BASS L HAYS DOMESTIC RICAN ITT. All XAIBPIN DAMOH TYLER INGR6ID0-A E WESTERN [ROM WORDS a`B HER 92120. MATER METER SHALL BE RACED IN OEITH OF LOT WITH SANITARY SENOR HOUSE 'COXNECTIOM ALLAUPS SHALL BE MADE AT g5`ANCLE TO E of -PIIE. TYPICAL SERVICE CONNECTION WITH METER BOX NOTE:A Y SURFACE RECEIVING A CEMENT xMORTAR COATING SHALL BE THOROUGHLY CLEAN AND WETTED NAT ER FTA PT PRO" 0 SL ACING TA Y TO MORTAR C P E LAITNIN OCARE TYPIFYING BE A- yPa - ENT MORTIS COATING OUT TOO .11RING W ITH DAMP EARTH R N LATE CEMENT NT CON! INS NOT SE APPLIED EE; Ix G, WEATHER..A" RISING GENERAL NOTES: ALL LALCULA110X5 ARE BASED OR TOTAL INTERNAL PRESSURE 0E 150 11 ALLOWABLE SOIL BEMIG PRESSURES MUST BE AT LEAST ONE TON PFC SOUAIE EDOT FOR THE THRUST BIRDS SHOWN. IB SOILS OF LESSER C&IACJT1, INCREASE SIZE WD BEARING AREA PROPORTIONATELY, VOLDYfS OF VERTICAL BEND THRUST ROCKS ARE YET VOLUMES OF CDIIIIIS IN BE FURRISHEB, AND THE GORRfSPBXOIXC 'FIVE IF 18E CONCRETE TAI A HOD 4LI SOILS THE VERTICAL COMPONENT OF CHRIST ON THE VERTICAL IEN4 ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE LOURED AGAINST UNDISTURBED EARTH. F/JMIER FOR R.1. 1.1 AS .INIMOM DING IS.L4WCRETE INFUSIONS MAT BE VARIED AS AEOUIRED BY FIELD CONDI- TIONS WHERE AN AS DIRECTED BY THE ENGINEER, OUT SHALL NOT BE LESS THAN THE DIMENSIONS SHOWN IRE, PLAN OF TEE II NU ST BLOCK PLAN NEW AE VALL MITE PI CC sgpAR ALCgP14 AT TEES. WENT SECTION A-A g96TM1Vi ppE 'LIRE YO UTWUL PREgV£E THRUST BLOCK D =-FAIL IT TIE LOGYION OF UNOEREROUND F/LIGUIRS REVISED ON ME PLANS :S MEN MAN PUBLIC I LOVER_[? : DOUBLE STRAP 8649 B LASE 1TYE ' GO IPEA BRONZE SERVICE SLIHIEo SERI Itf 111E SADDLE WI iX "ERA SOFT ApxfALR C.G. THREADS By I INCH IN CRY VRII I} IYLX IA IX CN YPS 1 IX ttl 2'IN (X AAS ALL MATERIALS SMALL GOITER. P) THE $TIXNP] IIN,FILAT,M, MOTION API PAONSONS. NOTE:A Y SURFACE RECEIVING A CEMENT xMORTAR COATING SHALL BE THOROUGHLY CLEAN AND WETTED NAT ER FTA PT PRO" 0 SL ACING TA Y TO MORTAR C P E LAITNIN OCARE TYPIFYING BE A- yPa - ENT MORTIS COATING OUT TOO .11RING W ITH DAMP EARTH R N LATE CEMENT NT CON! INS NOT SE APPLIED EE; Ix G, WEATHER..A" RISING GENERAL NOTES: ALL LALCULA110X5 ARE BASED OR TOTAL INTERNAL PRESSURE 0E 150 11 ALLOWABLE SOIL BEMIG PRESSURES MUST BE AT LEAST ONE TON PFC SOUAIE EDOT FOR THE THRUST BIRDS SHOWN. IB SOILS OF LESSER C&IACJT1, INCREASE SIZE WD BEARING AREA PROPORTIONATELY, VOLDYfS OF VERTICAL BEND THRUST ROCKS ARE YET VOLUMES OF CDIIIIIS IN BE FURRISHEB, AND THE GORRfSPBXOIXC 'FIVE IF 18E CONCRETE TAI A HOD 4LI SOILS THE VERTICAL COMPONENT OF CHRIST ON THE VERTICAL IEN4 ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE LOURED AGAINST UNDISTURBED EARTH. F/JMIER FOR R.1. 1.1 AS .INIMOM DING IS.L4WCRETE INFUSIONS MAT BE VARIED AS AEOUIRED BY FIELD CONDI- TIONS WHERE AN AS DIRECTED BY THE ENGINEER, OUT SHALL NOT BE LESS THAN THE DIMENSIONS SHOWN IRE, PLAN OF TEE II NU ST BLOCK PLAN NEW AE VALL MITE PI CC sgpAR ALCgP14 AT TEES. WENT SECTION A-A g96TM1Vi ppE 'LIRE YO UTWUL PREgV£E THRUST BLOCK D =-FAIL IT TIE LOGYION OF UNOEREROUND F/LIGUIRS REVISED ON ME PLANS :S MEN MAN PUBLIC I LOVER_[? : I C��EOVER 2 LJ 9 e2 Rx ISF "AGE ED y� v DI ' :, �SET. LVE Eon WI N �1 Y,��l!!11I NEC CUP IM i U A L E%TCN50n5 =F MIX51p�+(((�i/y.ril�ji 7T' SEE WEN °B EX. BASE BLOLY (POURED) LINGTO 3' -0' MIX. M, IDTK MI OIX: XOAwL IPfX[X VALVE BOX IS A, AI. 141. B9IF: VALVE BOX WITH EXTENSION ' FIE ASUTE VALVESTRI BE IN NAGA AX[f gIIH FAMA 5110THAB 15W- E. A PERMANENTLY ATTACHED VALVE OUTSIDE SIEX SMALL SE BECOMING IBA ANT VALVE THAI$ OPERATING ST IS LOCATED IA EXCESS OF E FLEE BELOW 111E TOP BI VALVE BOX. IRIS EXTENSION SMALL IS OT SHFICIEAI LENGTH TO ISSUES IXAT ITS 101 IS [ITXIX E' CT VALVE IOC HIS ' i WITH IRON 011 C -100 NC PIPE SHALL BE USED NO VALVE MINISTERED VALVE BOA CASTING. F BLUE WT Oi W NEAREST CURB FACE TO VALVE, TYPICAL VALVE SETTING AND BOX R.O.W. V/ATER METER BOX I AT P. L. I NOTE;_ PL. DOUBLE I'' SERVICES ARE ALLOWED IN THE SAME TREIICr, Y'bale ✓a/PF- eod ^..r ren. AVId"d SLOW -OFF 'DETAIL HIS RELtlRpS, R I6 TIE CON1Pp4TOq'S F£SPONA'RIL TO MALE PIIRANSEMENE PATH TIER I ^y ?�f WASHINGTON fa'C ASSOCIATES, INC. OWN 0.5 OF GTHI UNpERGROpNp FP41lfIES PgA^R i0 WORMING IN TIE PRFp i0 CO ARM li (j' THEIR EXACT LOGTCII. EFVATpN AND TO DF cvuME WHETHER ANY ADDEMOWL FACT EE Y ® ENGINEGS a PLANNERS f E` �I PRSERVEATIO�TM SHONAT v[ONNMEROUND LNYwRAEPR6RFNI. ME �ONRAC gw51Wy �C 5 I• E>•W:Y PRESEINE PNp PROIELT ALL UNDERGROUND FALRIIEF EOpNO. W GvpNm xq.. Sury, 5>L .xwa1 Twe >eN5 nl> /a&5 -01 nl> /ABG -]BT y wn.-UP En:T WL." IT.) 'R__ (NU) msvSMA <nnS wl_lon (:f>ulww: 11 L 6" WATER MAIN : jlR,1 IE „'gr{E DISTANCE BiiO.''7 THE ST EDGE ON THE TRENCH TO THE EXT ";PCH OR PROPOSES) PAVEHEINT OR CURB IS GREATER THAN 3', NATIVE NATERIXUy RSA'( - BE USED. SITE PLAN CITY OF GRAPEVINE PERMIT A'ROVALCg7g...`-! . SAND ydAT�tt ne.F ll• AN ABUT oT.AN, "I ;[ ryp�g1=1 mx,, -, !...GA ""oexon "uen AT YNAN SAING SAN 'A eTWlo T[ PP.1 Mpp•[Wp'GNXVL[ Nlo 9A, T [lu eXe[G''¢•aP >nT LHLF /'441Qp i4 PW VI To neewnxn[[6Y oPeee ANS Iw,STV. m"TANT W. xnxna anTII:O G. A41MFp }G'.; �' 1. T P[ O.D�A [IwI A 14 :TH[ PTIC a .. MENCER TISHER.1. 1x1 p TRNNCN OR [q G." A LO•. o T. WERCE .. AN PARECTENG C. INEENEWILL 1. 'N WES GETS [ 1. ap""a�m PPME[mmN .1 xnx .1 .naB [LART RNE 1NETV eACp544 PRWIO[0 TMS ma[ oe o1[can TR6 FnMBX[ p[gHAM ROSE NoT THE. 6'. - EMBEDMENT ANBIBACKFILL DETAILS SEE SHEET 14 FOR ADDITIONAL WATER NOTES. SCALE - - AS W. WATER DETAILS OF. 21 - 61Q I�w l I J V t L1 v�p C 9VI� ESC fw s?1TL .'d 4r f]ffii- MR IL .,Karl rla NOT, ABLY B,Wta5e an [[wr emm4➢ ERF9 AIM M WLI pB SERN IOIR a l Of B• XUYr, see �t P'neyTp IT ILL. ... NIBl '�Y LiIN Y3Tu5rtA 1 3-0iaGt9^ FA ES p.Vf TTf S-1 HON 3 MR. port ct3T . tWF wlmnr.uaa Wes'.] LYLY[L 6E ei'e is.,SUP 3mE � 1 1 R- toT CVxI 24- HIMI cry v0 .330 F. AW -I .1. x3WaITP pest- d AAA A i.3B I •ai f r x:m e TcyU 0fa\ESE bar' EBB xr.lc �GGZ !GruT_ 1. 1x_ Gr YtM aR CCatTEc If142h C¢HLtW P{Th 0..ISR� Auer' cudEr vin RC P[Pa I I I 1 1 X, i3 Nil sro OEM IS HE Fa xE1Yi MI'l[ P�'CSi CLeCREM PJ. MANHOLE s 4 1 GOES ;•'SEE MI AND SANITARY SEWER EMBEDMENT AND BACKFILL DMATLS STFNW51 CIS, IN PLACE 1101E+1YF [SSVIFnxEX ,,, I. cFn3n xE .m Ark LLl .1. AND. I. L seer' Orr Wxp HEm rN Su ., sys HE 1. [P[PEl[ ➢YLL BE GENERAL, NOTES 1. All SUMMI, 3mro Fpp 31011 Ra RVC S0R -35 Hpp. OIMr RWB SMII Bl Sulpcl To Aprgyl By The GtyEry- 2. Swul., 3-r yip. Jf iill, Shall Cufan To Car, -, 45TH CkM,N H,- Fw - SVC ANNE. 3 A. Sanb.7 Seca Let-. Shill FtcyBe a•T- WA Bwa, Ap° SHE 91wwr Mv1a11M p Fee, 0omile" een Fla. THIS Wper MRS. same. De Ease La, call- Cl. silo ep Ce PIera. E• Lolamle Ibpm .. Our yrernq 4. Urlew ONEEN.Me A... d. All ki.lsa al Aatl Caere Ere I.- HOME Cm1mn To 1 Slmpad SpaclhcONam .1. Spdpl Ptah . 5. In The EvWl A, Dean IS Not Corral In The City OF GRAPEVINE SPECIFICATIONS The Chy Fiw..r DEaua SHAD Safe, L. CME, Herself RoM!Mal Fa Cam.ctipn Of 19 Or'Piak. ROOF TpRINS 3-0iaGt9^ FA ES p.Vf TTf S-1 HON 3 MR. port ct3T . tWF wlmnr.uaa is.,SUP 3mE � T [IC6 ..O. HIMI cry v0 .330 F. AW -I .1. Au ) I BUD a IA. mrtuwus ) ZGESpere L[E 'r T. [ w K' al S p: 1r Ir.. Is- (s•1 r ry•1 I' an' TBAN ,HOW DITAIL rM 5' 60 .TYPE "S' NAINI IC.T in PLAID E� ME WEATEM OF UNDERCROUND FACINGS INGICSTED ON THE PW,6 19 MEN MOM PUBLIC REGDROS. R I5 ME COMPpC1oR'S RESPONSIBILTY TO WE ANDNGEMENIS WIN ME .. OP SUCH UNCED.B.B.D .LIT E$ PROS TD Weld IN THE AAE! TO GODr. WHO GYC[ GOCA`IDV ELEVATION AND TO DEIERM NE RNEMfN ANY ADDITIONAL PrIBUTIES OTHER MAN THESE 51pWN ON ME FUNS W BE PRESENT. ME COMMUNCTOR SUAL PRESERVE AND tw.[ OTED m UNDERGROUND MOUFIS D HER FOUN � [ w+ww mIf "i H -ENM I[rT• m_.rS I., ,re-xa I'. 1, -me 1.r,, -'s an, urrer s ap OD. o cX To ME EHEIT'na o Pxo IMBEXENT OR USURB 11 RENTER THAN TI'I NAl"M No IFLIAL HAS ME USE.. I. IF TRENCH IS WITHIN 3 FEET OF FUTURE PAVEMENT, BACKFILL SHALL BE WIMACTED TO 95% STD, 2. HE TRENCH IS DE)IND 3 FEET C4 FLIURE PAVEMENT, W-11-1. MAY BE NATIVE MATERIAL BACKFILL HAS .BEEN PLACED To LEVEL if Iron.) ABOVE TOP OF PIPE AND COMPACTED To 9'0% STD Be BE, .1 Heracere shri Dan.,- fore Mefrll .1 -HE-. O r�i`LM BE HISEW Tp AveroiSNniety DPT[,a Tr E s Be -HETAWIEULE e.!r.,.` : a wxrx I.M. xo.a xi M- B iAo ..El -. TPExar .ee.e[LU ¢o THE ire or rile.¢ [x TUC SAID -ST DIx SIox WEE HOT ercem G-. u [x 'axe JJ1 ' ire 3. i1V . • v.c. me w rrt Hirt sane wrtnls E'v1[n t[ nl[ utp[pq[I[ n Brr[.r[E euuK $TA'g1Ra C EANWT RECEI V E MOTE! snellomee Weoam Line REMITad fine. FI°. Line dJAN !j 1994 a $an," SapN EMBEW, 12 Ft. Barth. yell art PLANNING Coy Cmllaetiw. M.I sawilttid- E + ASGNOIF➢ WASHINGTON & ASSOCIATES, INC. t ENGINEERS • P4NNFR5 / CHECKED: J sn Morske I.. iss a,5•Hm°t ,wv e605,•er°/ er)/A50 -005> APPflGYEO: 0 )r inch 4ENEM1. NDT ES -HATER 3 SAXITA OY 5[N(0 1. A11 me ter lala end c ..... [ [ n mall cnnin[m [ the C1 ty cf [apev a St Onae[a° an 11- 5 - r t �p p re •Y in. Ctty Engineer. to clnle noun be 9 v In taning Thl'oh.c.. Stet T. ee pre ion 1. sets[ m shell be p ON 11, Awwr C -900 I" inch ilia Bmelle Gline 3. All 6 Inch ..for melee ¢bell hove a minlTU. loss, of !1 In shoe befox finial+ 9rede or Be tepuirea I. cleat III— u[i LLt lee. a. Al 1 xerer ..OA 1fn0 amm=o^ be 1 t ISICH n butt Sit A. m tot 1 iP rn poett0 [nr rvise erns mEa tea .nrwn. � i ,. Con tr.cc °la n°unL [Iprotect r d e;n ve .It ea.°. e a His t Al aril [c °a t= aril t per line end gee d° by lee y C after Placeoment eE Poling ana befo ! 1 c!Ptnnce by be city a rape N. - I. 6. The lo-ti on f all tIl' s d,., H_e phone e THIS' from exl tl g p bli a a n t mcat_H mere el .let on Of 11 p bL1 till t b a T rml nail ey the Contra mr It n ll 6 t a t c o act c m act a In x.. these any .Ed[tional factlitie¢ other than in,,, Ife- on the plans may be present. 1. Con IE.EI.e [o Eel m t I ... I a([er cempi°Tion of paving. ci IS 'III turn fit bore. Irish price or Here, Me-ice shall ,nrl rile the Snal.U.1LOn ar ..'or bra °.I. E. -skis ° min i MVln f-S-ce of Ix incn!s bet men Hater mn+ne ena a[._ SEEM, lnl.tx. 9. Eee ¢beer 12 for Bdalliarral Het°° tlaln il0. 10. contractor a1.11 Italia. engl nee[ Jima naione all C ,vl con, and other in Erma t ion to p,.,H a ns -ON il[ Pt ME' for TM1e Llty'e re at Gde. cr M1t,at La.'. r rain a ge shell brt 'wI,hhBid ..fit ell field Iles here been epm"dee to Nee mgir-E. Il. Keter m.T.ah El'A ld be I.Eatae n 1111N, un,. Ix. Sid-alk locettdfi atria from prii,el, line ut n s feet tram Be . e y link. bt HE sbo in in. pl°nselaia!valka to be cantle Hot if by Name brilde°l, Il. fit. flcE.nt0 Afi.t6 be 'stated 2 feel ','ISO curb. 1<. Cont,EC[ot aM1 all be reepa M1Ol Ile for Bubmitti ng a nch aria ty Iron to fns city or crepe vine. Prmtic K Department, Of 64 bLAq Of the Ppeconstruction Hitting, pS Peter M b*RIM,ln rj' c On... J< tlon n[ tnnae im ant! nntlr Bnell to in Ec abid AS GE with CIll Stands re. T vesm5 [at! LEH ana o . s . n . A . H I S , Bell. is pe mra 1 Ii vrrl. E I 15. when i Talling r m°Inz n a[y 5 Ing., n [Blnt of water re ,I Shell ,. to co, SO rltM1 ln•nineel9l te!t of he ..... Ellie of the 9anit°,y river p3Pe. I6.. Contractor shall Ira Jlde Cebccete thta¢t blocking ET all tena.,laetl fl ce hydr Ent°. bee sheet ^2 of 15 1 fat ae IS"- A11 teen plpB end eppw[,B,BEI.e B all be polymapMd, Li. .c to, shell lnatall Orl - ferric m (for TO Electric) and MC acnedol° 00 [for CTEI a 111ty c as leg I6 -19 l ee p. All c' [a l'Ir gO .nHit a end. [r nm lrt c e 1nS hC e ind Sealed 'n the Valli [y [o MUi[ a'r%'le [.,' o 11 en to a evhsb l t'• Slle!Bi[e of the rentlrit shall be a shown in one s a,y ,dale. It Bh Ell be the [e0po... t13iry Of the V '1' y lD f0 pl all I .. in prior to loving f[ 1 p] t A y ...... d 1 lnz [el lea p p i g h 11 n L tl b h[ than cpen cr1 ek h V 'lI y Co "act 0 p 10. c a al -El. Y A la b p rop ... d ..`,Gees 1 1 n In Et t Fl9n t Y F t I1cY Onof'. c Dan. crnlcedtnc SH.0 eT t a anfr D 1 Fact. O Le¢ImLalaa g,.ie art.ca rinitr yp is to eelg 0611 fJ lbl HE v... v....y g,ea es prior [ ssln' f p g [,e y t t 9 tl y hV D elg:6 q\ e, be ant p d 111 -b d d ea C xt 1 M1 ly t tabs' by 1 'q set. 19. 19 E g' ee t P ld O f r ra e I. h 1 p[ II II Yn - 9 Ll b ne a con t tar mr a. Rpen.e and xi 11 be aeerrcea rtmn r . mntrat- antmet[et an norrly tare e¢Tabliened by ma WMiGN cEEgiE.Bt,' If. EeEJI Lana bE.kuu shall be annsmeree a. r- ii,ary m THE By t1rel fee peps °ntl shell M.I He paid ae,eetty. T1. ill 5 ;1r .e t pip. ...... he N I, .. Il -,H OIPL nea F" Scorn hl-." xx. All 5 r°[ x e, to incola .Ira ena ;or ;Q tee, en oat ee Hof lot nnlerline nil anon iu le e'1 rH In rah 103 tw unless me M1OHn ok N:E., ae. 23. Bee an et� fee add l t tons HE n t °rl S -se r de t al la. 2r. E."I.... in, tea[ AhA 11 be performer by Con [rile [O[ o [pip, by pllber nytl,oat eiic Ot pneumatic 1;1M1N.nas Bp He pled by City a[ CEI,Evine I, Pey Item,. 2E. Pressure pipe, I,:ll'b. .ea for y e e for tea ran Tiin Of Hater P c arp ,,x s[ m he either c . Lion `pVC. OR IETO N-A CE9ISITE PLAN Li ,t xE. It :...LU be , 6500.00 oed0bMGFF !.�,L((�}g9RGpYAIP{L'I$i/ NE e are xT. No rr Hen 1-nehh ill her I.,, .n .,ty tr b.cxtLtte{(d1.63E p¢y ueml .en RIZE ANY t',o _. 28. NO vale, jelllny allowed. WII }I ANY PERWPAPPROVALEATF SANITARY SEWER DETAILS III xE�nw;P CI+.0.8 HEI6NT YPNeS Nmfam �- 2'wP.W6EP IpN6 CVLO Ya m 3a'O,C. ' L 'A(oo fsy', m uF sIREUGTrI Cxe ETE TYPICRL CHANNEL SECTION 'R' NT Te $ ALE mu =e. SEE HEEP NOSE DEmT� TuxE sxesT. Ly gaem P. + .a, um., Ne zmeuc x vxeETe v COL INPNNEL SECTION S' 11 To S .LF n. Weep WtFt ae oG 9 'a.Tll <'i BflK5 oN 18 "GGEW. 8 -10' r FL121E ;wa vs x. eP.«Te FLOME•B_' o SALE 4 IT � a38fl0.5 cIJ 10 "O.C.6. W. �, Y En 5° GI. PRIVATE 3�Oa0 ps Y. coucxT2 ,L,., AI MIT Te Y_P_LE LOx @Ell UU.L vLaxl evnpN _ a Ixlx.l D.S I. WEEF HOLE DETAIL AT CENTER OF CHANNEL LINER BOTTOM ' xm TP xuLl ' DATE UGEND emu' �r� — _• v.9.°.�.��. I gg 0 °�°e° q FOM INLETS ... aE-1 —A— -I TI w�smr[,.o morzxf.L.�mPww.or mwe.w,a wMF ` ' WASHINGTON &ASSOCIATES. INC. ENGINEERS • PLANNERS aw.�e[x ueu wf li'm�{ E°°a� � 5^o Gmnna xp.Swle m.xunL re.m reON. e�i /urmT•ueue 9�i /Pwbn wil 'I .RWOARD CONSTRUCTION DETAILS I RECEIVED' JAN 91995 PLANNING INLETS STORM DRAIN DETAILS R PNC 16 FOOT Ei5 ON Y ' IS'IW£i [ft4ei. 8Pe5 �pamnlNGM) q FOM INLETS ... aE-1 —A— -I TI w�smr[,.o morzxf.L.�mPww.or mwe.w,a wMF ` ' WASHINGTON &ASSOCIATES. INC. ENGINEERS • PLANNERS aw.�e[x ueu wf li'm�{ E°°a� � 5^o Gmnna xp.Swle m.xunL re.m reON. e�i /urmT•ueue 9�i /Pwbn wil 'I .RWOARD CONSTRUCTION DETAILS I RECEIVED' JAN 91995 PLANNING INLETS STORM DRAIN DETAILS QNERAL NOTES Mae. Il('v.w wows a' T \.VIOL our `S.a. a— T g ��, swass S NS CO ss . • > w vex CONCRETE RAVING ..a,aM.Na TYPICAL TR T SECTION DETAIL TANGLEWOOD DRIVE 1. STEEL UNDER APPROVED BY TEE PidNEER STALL BE USED TO SUPFg2T REINFORCING STEEL AND STALL BE PU¢O AT THE INTERSECRON OF IANdNDINPI AND TRANEKRSE BARS AT SPACING AT 3' -B' LONOMMINALLY AMC 1' -0' TRATSYfltSELY. 2 PAVEMENT LAYOUT el NECESSRATE MAT ALL CONSTRUCTION AND exal Rams' a...E MM LNVE LANE$ TNRV WIE YD. UC'O. MILL ME S VAT1 ALL LEFT TURN JA AND TRANSIRONS TO BE POVISD ASE MU.-INS ESSMIT TO APPROVAL BY RTE ENGINC£R 3 ALL TRANSFEREE AND LONGITUDINAL CCNTRACTON AIMS TALL DE SPACm NOT TO E %aE0 EC MEET AND SHALL BE SAWED SONIN 24 HOURS FOLOWNG CONCRETE PLACEMENT. r -mow' 1 W L FORMULA FOR COMPUTING PARABOLIC CROWN N.:.fl PRddDm San... NpN, MA RIAL \ n� AIXT SEAL NA�l IF1iIgL BAR D 3/gYt SMMIx S, ]/eL n11S TA, or DOWEL TO BE 2' -.'O 24'O.0 PANTED a CAUSED TO PRONG ]/4' SUPPACE W BLAB. come OJS WETDEO DOWEL BAR CHNR CON95RX0 OF 2 MORE NO B CAUSE YORE CHAIR N DOML HOWER AT EACH OOMTL C 2 JNY0 STEEL SAME wal AT EACH INTERESCRON. SECTION EXPANSION JOINT DETAIL N.T3. CONST. 11/2'. YMgx. R -1 1n'MN. 2'NAx. gmq - CONS. PHIL D I WCLLVES 12' x 12' RE BARB EUMINATE KEY FOR H.M.ls, ' STANDARD CURB & GUTTER TAI 1 /no 9AROS A 10F" wasualwax 0 . S CURB & EXPANSION GUTTER JOINT DETAIL ' M.T.S. ffi- J Is' , /4'RAOIUS - . BARS AS SPECIFIED BE. NT A • ..'. -.: .r- .. P 1.3 OP - fl i B' YIN. :, I� LONGITUDINAL CONSTRUCTION JOINT DETAIL N.T.S. N LpRpNDIIR. AND 1/4' SAMEO JUNT 20' MIN. 1RANSMRSE BARS am" WT Mil T SEAL. OR AS EPECRIEO CONTRACTION JOINT DETAIL 1 8 B- BAR$ AS SPELIFIEp p CONCRETE TOE DETAIL O,el IF cause Im+ra —1 TYPICAL. PERMANENT BARRICADE GENERAL NOTES:. 1. All materials and construction, shall conform to the City of Gmpevide Standards and SpRcifloati.Fw 2. All fill shall be compacted to a dry density of a least ninety -btu (95fG) percent standard procloL as par ARTS 0 698 of or bow opbmom mafatuie and lift. shall be 03 aped6etl. par Salle lob recommendoUm. and as approved by the City 3. Collector streets Shot be constructed on a minimum of .k 6) Inches of St ldituad eab9rade (lime or cement) a Inmmted �y the gsoteohnlcal engineer and compacted to ninety -fire (95i) density. DMlslly tests. Moll be taken awry fixe-hundread (500') feet or less as recurred by the Cityy f Ina sector. Collector sheets Shall c slat of eight (a'] of ln- f«cea concrete pawmailt In Forprdanca Ah alone and detail.. 4. Curb antl. guller shall CI reinforced con rate and who l be (6 °) Inches, high and twenty -four (2a") Inches wide. 51 The parkways one street. shall be rough cut to plus or mina. one -tenth (0.1') fret of their rapeathe final grade. S. It dwAI be the utility contractor. responatility to adjust all existing utilities, (W.V., H.H.. F.H., etc) ,ter pl..Irg of permanent paving. J. The Iacatim of all utlkie. Indicated on the plans are taken from eNStlny public records The exact location and elewtlon of all public utilities must be determined by the eantractor. It shall be the duty of the contractor to ,lair, Awther an, additional fad ties other than those' shown the plan my be present. B Contact TTK,. SAlk LEG and Paragon cable before begining y construction op the p jest (sea names, listed below). 9. All dimensions are to the bark of curb. TD. Construction of wheel chair ramps all be the responsibility of the paving contractor at the time of public improvements 11. The Contractor Is , e.fwnalble for all damage to push. facilities reSIfrom his operatana. ,12. lnd[Voual ter and sewer Services Shall haw a liable marker ('W for Nate, and 'S' for sanitary .ewer) tamped c on the face f the curb, ar If no curb 1, constructed, an the toe of the mwar ent The pretax hill be a mimmum Of two (2 ) inches In height antl wldlb. Water service ,hall be located at the ter Of the front of the lot. Sewer eerk.e ten (10) feet dearstrearn. . 13. The Contractor Moll proceed with pooling no more than seventy—two (72) hove after denaty /moisture testa how been taken and p.R.d by a .regular testing firm. Copies of the test results M.11 be famished to the City. In the III re punng perdla haw not commenced within fire - wnty -two (72) hour limit, a retest shall be required at the Contracts,'. expense. BACT OF CURB qgwass, 10F" wasualwax —'an, ln' COAX whe ' M.T.S. _ _ TYPICAL MARKER GENERAL NOTES:. 1. All materials and construction, shall conform to the City of Gmpevide Standards and SpRcifloati.Fw 2. All fill shall be compacted to a dry density of a least ninety -btu (95fG) percent standard procloL as par ARTS 0 698 of or bow opbmom mafatuie and lift. shall be 03 aped6etl. par Salle lob recommendoUm. and as approved by the City 3. Collector streets Shot be constructed on a minimum of .k 6) Inches of St ldituad eab9rade (lime or cement) a Inmmted �y the gsoteohnlcal engineer and compacted to ninety -fire (95i) density. DMlslly tests. Moll be taken awry fixe-hundread (500') feet or less as recurred by the Cityy f Ina sector. Collector sheets Shall c slat of eight (a'] of ln- f«cea concrete pawmailt In Forprdanca Ah alone and detail.. 4. Curb antl. guller shall CI reinforced con rate and who l be (6 °) Inches, high and twenty -four (2a") Inches wide. 51 The parkways one street. shall be rough cut to plus or mina. one -tenth (0.1') fret of their rapeathe final grade. S. It dwAI be the utility contractor. responatility to adjust all existing utilities, (W.V., H.H.. F.H., etc) ,ter pl..Irg of permanent paving. J. The Iacatim of all utlkie. Indicated on the plans are taken from eNStlny public records The exact location and elewtlon of all public utilities must be determined by the eantractor. It shall be the duty of the contractor to ,lair, Awther an, additional fad ties other than those' shown the plan my be present. B Contact TTK,. SAlk LEG and Paragon cable before begining y construction op the p jest (sea names, listed below). 9. All dimensions are to the bark of curb. TD. Construction of wheel chair ramps all be the responsibility of the paving contractor at the time of public improvements 11. The Contractor Is , e.fwnalble for all damage to push. facilities reSIfrom his operatana. ,12. lnd[Voual ter and sewer Services Shall haw a liable marker ('W for Nate, and 'S' for sanitary .ewer) tamped c on the face f the curb, ar If no curb 1, constructed, an the toe of the mwar ent The pretax hill be a mimmum Of two (2 ) inches In height antl wldlb. Water service ,hall be located at the ter Of the front of the lot. Sewer eerk.e ten (10) feet dearstrearn. . 13. The Contractor Moll proceed with pooling no more than seventy—two (72) hove after denaty /moisture testa how been taken and p.R.d by a .regular testing firm. Copies of the test results M.11 be famished to the City. In the III re punng perdla haw not commenced within fire - wnty -two (72) hour limit, a retest shall be required at the Contracts,'. expense. BACT OF CURB - 0 BMS �Apa m A ..Ms. M.T ln' COAX CONCRETE HEADER ' M.T.S. _ _ wr,lml mx 1 • ..'. -.: .r- .. P 1.3 OP - fl i B' YIN. a vC aorv4lt M usee, SLWE r0R RAMPS SEATTLE BE 12:1 CR A. 1/Y EXPANSION MINT MATERIAL IF NOT PWREp AN JNNT OLTTMIC wmT CORB. MW. 2' pEFP xn1F. SECTION A —A NOT Me ReALE wNi—E. shies 3000 P.S.I. CONCRETE COMPACIm SIIBGRPDE 2 SPND CVSHI0.N E p BAR O 24' a.C. E.W. RECEIVEP' CONCRETE SIDEWALK SECTION III ''799F L' NTS PLANNING as— , =r Awassawesocula"REAR—wre.. to same a1Yaa w sis- `w'WASHINGTON &ASSOCIATEf3, INC. I ENGINEERS +PLANNERS 1. I..,Peme can suia na win. 1. °. saps, an"I es -.me] enpea -w]] SCALE AS Ham q. 12 PAVEMENT BANS TO BE BENT DOM 0 BMS INTO HEADER AND PAVEMENT M BE NDN011T11C CONCRETE HEADER DETAIL M.T.S. PAVING DETAILS 5UILDING Tl'PE I - 51DE ELEYATION(5) 5r ALE : 1/6" = I' -m" .mm _ �npe'ili •" - ••.•. ••. - ��n111NM nnlr� I� - .IkmFll0 - OM - •. - �. ■i��nSu 'eil�w�.�lmin l ■n1 ■■imn"O,�mnNllani /�Ilm�i�■I�■ nnlb ... - i■"i - .- _ _ .• •. -• � n n =■n nl�m P■ ■ mn■ L■ n■II Imm "l � .. .• - �Gin� nln ,�� i m np� _ 'Mp• n71nin�'il11m ■uml i' it ;ni'i " " ": IGGG� �inn1�,J .mnnnl i■i nni11�� ■■■lnlml °n QK l � � i I� ... �JI • ��.. I!II�- IIII - ��: "__ - �� f M R'ifi�iii If ��n nilll�'.11� Will MEMO n0=10 ■I■ul n■ ■■! In■7u■ ■--N„�„J —n Lnl ■ ■ ■■ ■ ■ = II ■ N■ I ■f —� � i I 5UILDING Tl'PE I - 51DE ELEYATION(5) 5r ALE : 1/6" = I' -m" i — n Po M.CWRJEG th. -d n KO - n.a. 11/1/95 lace (on Permit v.ue me Pelem{ I/i6/95 �e m. n+a.ioo. iIwa q n:.m F hrrea a ..ma. e.mlKa, mo. w Ryhb ...—d xm ...aw.m.ot. amirua a H.0 Ne .ole vro — o! tlumpNe)c �d PutvR, MchMae In d mey M MUaut 4 3tten pe.muuep 1Ppeov. Y c �P4 rC)T^ rVl Vl W a M E- E-4 �x w� x� pal W b� U W ni A� m�W � as b " SHEET NO.0 A4.12 OF 21 SHEETS #SP95 =46 134103 .mm _ �npe'ili •" - ,'i �. .• "_ ' /�Ilm�i�■I�■ I�pI1M1111h i�'o ... - in - .- _ _ - �i��JSi v�nl��'�\ 'I�m■i1,w11ninl�i�linmmnn ��n��I,n�trn�P'i��y�y "l � .. .• - rG �I ,�� i m np� t .... �■�■��,,■,1�_ iln... 'Mp• n71nin�'il11m ■uml i' it ... IGGG� �inn1�,J .mnnnl i■i nni11�� ■■■lnlml °n QK l � � i I� ... �JI • ��.. I!II�- IIII - ��: "__ - �� f M R'ifi�iii If ��n nilll�'.11� Will n0=10 ■I■ul n■ ■■! In■7u■ ■--N„�„J —n Lnl ■ ■ ■■ ■ ■ = II ■ N■ I ■f —� � i I _ .111`n2 - .. � �p �i.nnlnnf"y�a��_ ' �_...��en�� u I 4m�1 ■�i� I�nim m N /�m11�tl m.�� .. - ��n♦i- �lii �rl ■li�in �iri — a �:,.__._ a��.,�._ w. If��a'I,yina _��,r i iis!il'"��„�il n� ! � ..:. - . —lnuu �u iml .._ —. 1� .13L16in �� ,m �■�ii�lmll iiiii�- -�a■■i -ii . =i.m .1.. -. �j�j � mni � hi 1 t __ _ _ __ _ Inn � ll i °'LII. IlI Inmg�� -— i .. "® � i1i �11N_ N 1■kn 1i 1AnI � I —rlimram >J kLnmR n nnI� • _, e �i �i� f MUM .. . _ � ■ n N ■ ■ . '— ° ". �'■n � (�n�II1p'n — T mn m�C n �— nni I■. ti■in n . ■ I n. ��■ IIn� 1 '"� i - MIl .. — L� I i — n Po M.CWRJEG th. -d n KO - n.a. 11/1/95 lace (on Permit v.ue me Pelem{ I/i6/95 �e m. n+a.ioo. iIwa q n:.m F hrrea a ..ma. e.mlKa, mo. w Ryhb ...—d xm ...aw.m.ot. amirua a H.0 Ne .ole vro — o! tlumpNe)c �d PutvR, MchMae In d mey M MUaut 4 3tten pe.muuep 1Ppeov. Y c �P4 rC)T^ rVl Vl W a M E- E-4 �x w� x� pal W b� U W ni A� m�W � as b " SHEET NO.0 A4.12 OF 21 SHEETS #SP95 =46 134103 12- x30 "akO LONE Vp IT III RIDE£ VENT (RE. B1rt. A1]D d X IB JUOD LOUVERED YFN! HAfm20ARO 51DW (ttP/ — RGVI CfX PPOJ. IR`/ 60.pIER PRW.I' (RPJ — eR.. III A� Cp1Y DErdIL Q" X W LL LM IC VE (TYP.) RI £ YflJi (RE. 9Ht. A<3N ixQ WOW LMLEL 11TPJ B X N" WJCO LOJ'rERED YFN! IiYPJ HARDBOA/A ED HG lT'PJ MK 1.V!•/ �DIER I- (II .%. III RpLLDCK PROI. N•, F;IORA DEi41L ]xQ YCGD pd W>OD CRIL1ek F BUILDING T1'PE II - SIDE ELEVATION SCALE . 1 /8 ".> yr ,9 s CLTP05rtlr.v'EXIlGLES BUILDING TYPE Ii - REAR ELEVATION SCALE : 1 /811 = " -O" �E E m`IPCSIn1CN E111Y LEE � C ]xQ WD()p LMTEL f dIIdI IW (MTAIL B XDI LW .. VENT 111) HARD¢DA•) SIDM III ROnIOCK fROJ. N °/bLDIER H2OJ. P lMJ RDw.Dx PRa../ <• nrPJ R^ALLCCC PRpI. I/."'/3OLDIEF PROJ. P (MJ COLDIER fwMJ. 3/." IRP.1 BRICK (iYPJ (3)1852 UVX,V• 6rNTtERHIttPr ISYLCCK PROI.I/J " /'.ALDIER FROJ. I'TPJ :num 0:0000 nnmm mrm nmmmmm� rr rrrrrr rmn. n_, rmn rr nr:r rr n r_'rr- mnmmrrr'r -r r' ': nnnNnnnnnnnn::: "o� 6ifidrnmm�n:J::::::::i:F....., ,:n::nn_ nn ::nnnnmii:i:mm�nnnn:nnr:nnnmulr n ,••• •• =, =r ni�:nnnn BUILDING T'i FE iI -' FRONT ELEVATION 01 RECEIVED DE. L tA'IPCStt1IX! BHINW.ES TO BE ILA% - JAN' !�199s, 3. EIDBIG IE ABTCO Pr.°EssED ED - SCALE: /8" P- V. GREAT RUOrn aHAKE mE . P AReNIN( 3 PLAtE HEgHT VARIE9.Y5E 9T®iPoR15E6 E�YJY! ®!C YV Y J �, TAL BRICK -813k' B" X IB" . L..nEp .T "I HA ®�AIID &DING ITTPJ OfX HtOJ. N "/ BCtDIER R30J.1• (MJ RWtOVC iROJ.:ry' R!YIOdC FFOI. LPJFgI.pIER P .I" 9GLpIER PFOJ. +6• BRICC lM) GVED SHEET) APPROVAL DOES OOT AUTFIO- PRE ANY WOM IN CONFLICT WITH ANV CODES OR OR- DINANC DATEBY COMMUNITY DEVELO MENT PFRWAPPROVAI, DATE GPBLE VENT 1111 1 — •IWCD LdIVERED VENT (i1p.! Y9ii (RE. 61rt. AC311 —Ull LLL'bD L.L (MJ tE` —FPoEZE (iYPI RE. DEtPIL — 11ADC13 LONE.HD Fy vFl1i (TiPJ E NA(yEONA da'. rl SOLDIER PRO /(TYPJ RTLLCCKPyJ p w — OLD R W ±I-III l — pWIXl1YPJ PWY 50.D IER PrtOJ. l' (iTPJ 0� AIL 1-1 H `wy E-F DI.— Rn R'I15 cus2,JEG, ch_kad Dy: KO JH ma: II/t/95 Lc.ue me Permit Issue ro. nlcioB IIA6/9@ ' T oueteuc�✓o Rwmroue Parpfmu Arehi4e (e:elne. NI ld6 is Reeerne Mla ve tpeneo 1 psiaP 4.y of H=cpt a and PeMert .4eELLecY. Ne. ad ey "I sepNauoea In an, 7— nitholiti. neitten perudmion. App � b0 c w� O� rn � E• m Pal a � d' E ° a W n !H p P" w �v G 11 NO. /b A4.22 OF 2/ SHEETS SP95 -46 94103 wommm= -I111� A. �II'�I■II� I RIE m IIEIII — —J R' illll L LIEI I - 1 rr_ rrr pI�EI I III J r =.r If M1 aHrmrirjll � �_nmmmu rrnmrmnrnn n n. �w .�nn —(rnnr r rr`n � .. ■ � . .ILL. m:= ■ = ■Y_= = ■■■I ° rr:— ■ �� —� ■ L —�■■H■ . =N ■■_ ■�, _ _ ■ ■■ ■ ■ ■= I I ■ ■ °u� ■ _ �_ = =f_ r ■N � ■ ■° L °uu�I■ ■ ■[ ■mss-- _ _I - ■ ■■� ■ ■_� o o_I■/ ■■ ■ter r ■ ■ —��6 ■ .ILiJ= � ■l�l =F m = -1� I - – –iii i 1• I I� ■ ■i■ ' -n■n■� _ = 1♦�I�It � M�JRI, rmlrn rr: a - - rlrrrrrrr rrru:_ 1 1'r11rr r r rnl rrr M1WLr rr r - BUILDING T'i FE iI -' FRONT ELEVATION 01 RECEIVED DE. L tA'IPCStt1IX! BHINW.ES TO BE ILA% - JAN' !�199s, 3. EIDBIG IE ABTCO Pr.°EssED ED - SCALE: /8" P- V. GREAT RUOrn aHAKE mE . P AReNIN( 3 PLAtE HEgHT VARIE9.Y5E 9T®iPoR15E6 E�YJY! ®!C YV Y J �, TAL BRICK -813k' B" X IB" . L..nEp .T "I HA ®�AIID &DING ITTPJ OfX HtOJ. N "/ BCtDIER R30J.1• (MJ RWtOVC iROJ.:ry' R!YIOdC FFOI. LPJFgI.pIER P .I" 9GLpIER PFOJ. +6• BRICC lM) GVED SHEET) APPROVAL DOES OOT AUTFIO- PRE ANY WOM IN CONFLICT WITH ANV CODES OR OR- DINANC DATEBY COMMUNITY DEVELO MENT PFRWAPPROVAI, DATE GPBLE VENT 1111 1 — •IWCD LdIVERED VENT (i1p.! Y9ii (RE. 61rt. AC311 —Ull LLL'bD L.L (MJ tE` —FPoEZE (iYPI RE. DEtPIL — 11ADC13 LONE.HD Fy vFl1i (TiPJ E NA(yEONA da'. rl SOLDIER PRO /(TYPJ RTLLCCKPyJ p w — OLD R W ±I-III l — pWIXl1YPJ PWY 50.D IER PrtOJ. l' (iTPJ 0� AIL 1-1 H `wy E-F DI.— Rn R'I15 cus2,JEG, ch_kad Dy: KO JH ma: II/t/95 Lc.ue me Permit Issue ro. nlcioB IIA6/9@ ' T oueteuc�✓o Rwmroue Parpfmu Arehi4e (e:elne. NI ld6 is Reeerne Mla ve tpeneo 1 psiaP 4.y of H=cpt a and PeMert .4eELLecY. Ne. ad ey "I sepNauoea In an, 7— nitholiti. neitten perudmion. App � b0 c w� O� rn � E• m Pal a � d' E ° a W n !H p P" w �v G 11 NO. /b A4.22 OF 2/ SHEETS SP95 -46 94103 B" X IB" . L..nEp .T "I HA ®�AIID &DING ITTPJ OfX HtOJ. N "/ BCtDIER R30J.1• (MJ RWtOVC iROJ.:ry' R!YIOdC FFOI. LPJFgI.pIER P .I" 9GLpIER PFOJ. +6• BRICC lM) GVED SHEET) APPROVAL DOES OOT AUTFIO- PRE ANY WOM IN CONFLICT WITH ANV CODES OR OR- DINANC DATEBY COMMUNITY DEVELO MENT PFRWAPPROVAI, DATE GPBLE VENT 1111 1 — •IWCD LdIVERED VENT (i1p.! Y9ii (RE. 61rt. AC311 —Ull LLL'bD L.L (MJ tE` —FPoEZE (iYPI RE. DEtPIL — 11ADC13 LONE.HD Fy vFl1i (TiPJ E NA(yEONA da'. rl SOLDIER PRO /(TYPJ RTLLCCKPyJ p w — OLD R W ±I-III l — pWIXl1YPJ PWY 50.D IER PrtOJ. l' (iTPJ 0� AIL 1-1 H `wy E-F DI.— Rn R'I15 cus2,JEG, ch_kad Dy: KO JH ma: II/t/95 Lc.ue me Permit Issue ro. nlcioB IIA6/9@ ' T oueteuc�✓o Rwmroue Parpfmu Arehi4e (e:elne. NI ld6 is Reeerne Mla ve tpeneo 1 psiaP 4.y of H=cpt a and PeMert .4eELLecY. Ne. ad ey "I sepNauoea In an, 7— nitholiti. neitten perudmion. App � b0 c w� O� rn � E• m Pal a � d' E ° a W n !H p P" w �v G 11 NO. /b A4.22 OF 2/ SHEETS SP95 -46 94103 DI.— Rn R'I15 cus2,JEG, ch_kad Dy: KO JH ma: II/t/95 Lc.ue me Permit Issue ro. nlcioB IIA6/9@ ' T oueteuc�✓o Rwmroue Parpfmu Arehi4e (e:elne. NI ld6 is Reeerne Mla ve tpeneo 1 psiaP 4.y of H=cpt a and PeMert .4eELLecY. Ne. ad ey "I sepNauoea In an, 7— nitholiti. neitten perudmion. App � b0 c w� O� rn � E• m Pal a � d' E ° a W n !H p P" w �v G 11 NO. /b A4.22 OF 2/ SHEETS SP95 -46 94103 11 NO. /b A4.22 OF 2/ SHEETS SP95 -46 94103 E I�OSrtION SITN' E9 PSLW (SIPJ DETNL Ff9LIA (RP.! fE: DETPLL FRIE'lc (MJ R! DETgIL M. e° %b "UYJLD LOUVERED VEN!(ttP.) r - BI 5gE3E (iTPJ RE. DEf41L B %IB YGCO Ld1VEf&D YdiIttPJ . TOP. 3eN YgDD LINEL (ttPJ _ 3x13 YWJD LINTEL 11 RCVLOOK PFOAIR'/ I M _ NGf9BOq�51DING (RPJ SOLDIER PRPI. I' (ttPJ OO F.PILOFJ. PROA Vi•2CLDIER PRVJ. I' (iTP) RCW.00K P.�J YI• (RPJ Rd1AOf1 P!N' J.3 /< "(IYP.I PLV60OK PROA IR•/ FPI.0. SOLDER P.PoJ. I'lM.! RG . PRTI.IQ'/SOLDIER pRW I•!Ml 9IXDIER ttcOJ 3/ BpGK (ttPJ _ SOLDIER PROJ 9/6' (ttPJ OPoIX (RPJ R KP N "/ 0'O - (3)b50 uCCD EWiiER4 (Rpl SGLDIEI•(RP) .IERP�I, - IXX pROJ V3 "/ BUILDING T`l'f=E III - 51DE 1=LEVATION SITE PLAN BOTH SIDES SCALE : /8" = I' -O" CITY OF GRAPEVINE APPROVED,,,� SHEET OF�_ APPROVAL DOES MOT A O- FUZE ANY WORK IN CONFLICT WITH ANY CODES OR OR- DINANC S. DATE BY ARTMENT O COMMUNITY DEVELOPMENT PERMIT APPROVAL DATE_ ne.mn Hy: rd•1B,CUR.JEG Checked Hy:Y.O H,Ge II/I/95 sve toe Peewit Issue For phv il/P0R]5 Issue ov�x�e on!— Itesmve .. I o Ey Humoh4hrtye k Peelneee NtGOta. Ne ♦H Rtyhto Heae —e _ The .rte.[emevte Lepietetl heeefv ILe ale pmpMy ' oP Humphrcye end Putnen Aee .1-d Ine..v_, vee 6 peodnce -iv y S u I ,hthovt Ito 'tten Feevtlwiw. gPPenveAPPmve E� r V W o W rn Ul E~ W � H �N III � SHEEN— A4.32 OF '2--] '2--] SHEETS L SPA 94103 I /SP L�- li n�x1m. ♦110., :�• ..— nn viiinme {nrii.lm. 'ap�� . - _ . - I � 1mP.imA /d'mm xrn m n ilia n�mflnnm�li .. ninnl mi =m m m'rmmre�mii ii n mn.01 un nnolxrun� �Innr�� dnun.nRfl�� Ii A mmlmm 1 1 LO . - i. in,—�I - oi- v•mm� ��n��•i —�w °— r„ , .. r r -�Jur �ai� LSi':�ici _ _ \ rnnfi �� 11 fln.r 1 �rRX�I i ■ n i� ii" min — nllrnn �rrflnll_�� — - 1 _ .e i In _ r t mss.. rr r��'1 na i�IlYlAI�rrl y Irr �nfll— rnrn�� -.' ■ In1... �, 1 � ■ Im�pp nml n err pnpml } ��n�_flN��l�i��Itl�nl _ Olm� �� of ��' �Crr � �11m IlnA+n�iir'�iz� i' 111 —>, .. - � � �I 'IIi. 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I'■I� VIII 'JII - n vr„m,i ni,mr mnni,nn,imn ••'•• inn,i _ irmn 'r n_ ii - .. � ,n m'n nnrmn,i, „ii rii',i irn nowt ........... l , i..- m„r, �flrlfl_._��II= 110-M rr�nrlr■ —�� - = I I I�= �_:nln_.I— _nn_rrt.. JJ.__rrlpIlLI.__.S,°u 1= J�aIL•I �'. -rmrm I• col. — =llrl rlQc�l= nn _ �: r n mmm�ni nr _ _ _ _ =— - -_ Im ne.mn Hy: rd•1B,CUR.JEG Checked Hy:Y.O H,Ge II/I/95 sve toe Peewit Issue For phv il/P0R]5 Issue ov�x�e on!— Itesmve .. I o Ey Humoh4hrtye k Peelneee NtGOta. Ne ♦H Rtyhto Heae —e _ The .rte.[emevte Lepietetl heeefv ILe ale pmpMy ' oP Humphrcye end Putnen Aee .1-d Ine..v_, vee 6 peodnce -iv y S u I ,hthovt Ito 'tten Feevtlwiw. gPPenveAPPmve E� r V W o W rn Ul E~ W � H �N III � SHEEN— A4.32 OF '2--] '2--] SHEETS L SPA 94103 a.B UaoD Gs mwD cECKaT 5UILDING TYPE IV - 51DE ELEVATION SCALE : I/5 = 1' -C' RE= (I ..DETAIL a x l9• YL D LW VERED VEM rn'p) F4RDB04Tm EIDED I RO1lDIX FROJ.IllEDLDlER FROJ. P 111 RDy.OIX FFDA 3la• rttPJ ROLLOCK P. J.I/t•2DLDEI, PRJ'J. I'(TiPJ 6DLDIER FROJ.3 /6" (TTPJ BRICK IttPJ (}) IiEO W17D SYIrtTCpb fTTI SITE PLAN MY OF GRAPEVINE APPROVED SHEET 00 OF 2 I APPROVAL DOES NOT AUTHO- RIZE ANY WORT( IN CONFLICT WITH ANY CODES OR OR- DINANCES., DATE !ENT u® AATA£ENT OF COMMUNITY DEVELOPMENT PERMIT APPROVAL DATE_ e x la u LDLVETED VENT EDGE VFHT (RE: ENf.4 11— P49CIA lttP) RE. DF B. x 1&- EDD DLWVE HARDBOARD 61DIIY. RQV.OGK FivOJ. Vt "/ EDLDIER PRDJ. r' (n BRIIX lRl.) 5UILDING TYPE IV - REAR ELEVATION SCALE : /S” = I' -C" AT I ON - : 1/8" = I' -CI' • LoJVERED D4BLE r+vw I9 °'uaDD LWVERED VET'frRPJ 4(RP)RE: DETAIL .III RE. DEFdR 's: LIDDIDL EREDhT:Ip) JBDARD BIDMi "p, -O PRDJ. I4 °/ TIER PRpJ,P��TMJ rtAJ.3 /4 P) K(RP) .D X PEJJ. N °/ J ER PRDJ, I" TP) b, Y DETAIL DT— ay: R EICWR.JEO Lht�ed By: B,b: IIA/95 have tee P—it T „ve m� PeTe1nP' II /16195 Ivv4 ey Wm LreP a uT wdnb rse„rom Me ,remgemen depleted b_ tn, _,e prvpe.ty a Humpheeye end Pnrtnere ..HATA. InI,..ua ogle same. ,ea mq a "t ne eepandacd in sey torn Mthwt Ib mlltm Peemleel9n: dpP. d Ey V r I� Vl � ^W M r -E^ x r -6• Lw.ERED G4BIE H AST H /mP e ^O /03Y d SAP N K�I U f•1 e•x b•vAMpLOUVER_D VBai rlYp) y W U o' � n H x lAICIA 'I�t FEE$E (III JTM. DETAIL ". W E. x IB LdJVE. vFliT 11.1 N4�T9W4FD 91OMG (iTPJ HAJ - R FRDA I' 10T aFtt0.R EEDLL m. eT - J'PRD.1.3 /4•ITYI I _ R➢LLLOCK PRW.IR "/ ED 1D'ER PR➢J I^ r1YPJ EOlD1ER FRDA 3/6' (1TPJ BRICK (ttPJ �i ROLLLCLK RvJ. V!°/ �FNR `+DIDIER PEDJ. I "(TYPJ MAW' DETAIL W � 'l —r'Dr' L c0."tP06mON 6NRGLE6 TD EE cLAES "C ^. 4'L 6w0.' . as3i JAN JAN 8199E 1. 91DR1'a IB 4BTC0 I.E. ErBO4RD - u?ATE R4.mcn" • LE Ij $, NEIGHT CF JIILDI. • L - 9. 0.4TE FEGM V4AEB -W£6NB TR165E0. CC"' p{Lpp�9� /� Y WI]Itl1NV DT— ay: R EICWR.JEO Lht�ed By: B,b: IIA/95 have tee P—it T „ve m� PeTe1nP' II /16195 Ivv4 ey Wm LreP a uT wdnb rse„rom Me ,remgemen depleted b_ tn, _,e prvpe.ty a Humpheeye end Pnrtnere ..HATA. InI,..ua ogle same. ,ea mq a "t ne eepandacd in sey torn Mthwt Ib mlltm Peemleel9n: dpP. d Ey F IfI SHEET NO. yo A4.42 OF 1.1 SHEETS SP95 -46 94103 V r I� Vl � ^W M H SEGS > y Wlr e ^O /03Y d SAP N K�I U f•1 0 � � m y W U o' � n H x F IfI SHEET NO. yo A4.42 OF 1.1 SHEETS SP95 -46 94103 RIGS 4T ELEVATION SCALE : 1/4 = 1' -0" LEFT ELEVATION SCALE : I /4" REAR ELEVATION SCALE : 1/4" FRONT ELEVATION SCALE : 1/4¢ = ' -0 RECEIVED JAN 31999 PLANNINO - D— By: R 5 /JH Chp&ed By: ne!¢: II /I/95 I.we roe Pwmit— 1— ]m ptlehp 11/16195 i¢¢¢¢ to: mp.o-pmop Rms�ep¢ Paetnen 6whife<b. ]pc. ]11 Rig4LV Pcxry¢d h . a iu ebn— Cb. nee depicted ee le pwpeely of hgebe P an d PMe,e erep od ]pc. tl mey ea! . reproduced .6y (ocm wiNOUt itemiuep pecmi¢ ®ou. Rppwaetl Ey V 7 F H a SITE PLAN (sj CITY OF GRAF_ APPROVED W SHEET OPFOT AHO- APPROVAL OES W RIZE ANY WORK IN CONFLICT OR- WITH ANY CODES OR DINANCE I✓ DATEBY- E ARTMENTo O�y COMNfUN1TY DEVELO MENT W PER APPROVAL DATE---M 1� U D— By: R 5 /JH Chp&ed By: ne!¢: II /I/95 I.we roe Pwmit— 1— ]m ptlehp 11/16195 i¢¢¢¢ to: mp.o-pmop Rms�ep¢ Paetnen 6whife<b. ]pc. ]11 Rig4LV Pcxry¢d h . a iu ebn— Cb. nee depicted ee le pwpeely of hgebe P an d PMe,e erep od ]pc. tl mey ea! . reproduced .6y (ocm wiNOUt itemiuep pecmi¢ ®ou. Rppwaetl Ey SHEET NO. 21 A5.02 OF 41 SHEETS SP�5-46. 94103 V o W r� �w W �4 ~ as tee, W p m0 W, bV Yy� 10 fr /93Y e`'�P E n� adOi � o W n E- a s x SHEET NO. 21 A5.02 OF 41 SHEETS SP�5-46. 94103