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HomeMy WebLinkAboutSFRA2016-3894IA3dtltie'PO1S6 XOS '0'd O:FORMS\DSPERMITAPPLICATIONS 1/0 Lot Drainage Submitted: Approved: Approved for Permit: Date: jb J xCD Public Works Department: Date: Fire Department: Date: Site Plan Approval: Date: Plan Review Approval: Date: c _ 13, 16 Occupancy Load: o -. Occupancy Group: THE FOLLOWING IS TO BE COMPLETED BY THE BUILD Construction Type: Permit Valuation: $ cO 19 5 '3 o Building Width: Building Depth: - Fire Sprinkler: YES NO Total Amount Due: Total Fees: 44 Sewer Availability Rate: Lot Drainage Fee: Plan Review Fee: Building Permit Fee: `7 S_ Right: g Left: Front: INSPECTION DEPARTMENT Setbacks Approval to Issue 0 nG n c0' Cr: a Q . po P 4 RIfI.LVN MS tml & �zb4 p NM [�w� • a 0G cotO O - c g t7�J C �2. cn es NI - b' O OZo 5"m 22 gr A e0' to PI' CD -ry 02 PVAA.ng 0r°c2c. �+ w 0 w ww a o. ( o o B: c'71 x�m tVi eD ij Pi el)S. 0�e°D n r • as pro• n o; gay .d a C va ro 0 l 1 `tiy0o aar� a��yb Ls7 Sac ea b C 0 0 0 0 r ION TO COMMERCIAL AND PUBLIC BUILDINGS) n w to r-. a eeDD i> N, fD �eP co o w `e N y • A o. : g .0 3: -t a r k+ m P. m w `O O m "O b b COC to w)O. r N m eei y a' '15w" o D 'C 0 a m a' a. a. c S. so cr en it a. ro a co o re a a. to o rr n rya 0 co m a og to a C of c r tea+ y a Pei E .s 2 C m c ° L. m o E eet m m E. o. 0 co a y 0'� 0 m w K m aro a o a VaRo0Q,0-nada 0 0 co to 4 @o ECtti co o Q K 0 a + tD O ft „r(es m y `< 0 ,. a .o ciq eD K C Cuco o co -s ' 4 0 0 eD „ti a n m S. ono o -� ". 5.,.y eD '44 -• � 0 **Total Square Footage under roof: Square Footage of alteration/addition: :SSaNISRB 30 a USE OF BUILDING OR STRUCTURE: OM 30 NOI1dLUDS3U :3NOG 3S O c 0 Al EdOHd :ssJaay sof N fi October 6, 2016 o cu :O al. ;•-,:N O -O mi 7= O © 44 .„, b • ® c © ZF� w - C.) 1-1 = O en 44t Grapevine, Texas To Structured Foundation Repair Company, up a) 4- i-, H OcUi.� �, ¢ U a) 0 ci' O '� o ''S �, o o �O (Z 0 0 U D O }; a) 0 o o 4-4 °o ” CDH 0 . 44 a) .� 0) a 0 4,4 v) 0 -0 0 >, N 4 cc2 O a) 4-4 0)) �_ '' *o o -4 4, ,� E-+ a) o 0>a) 0>,0.1 � c () C/) CD 0 - 0 U O .y' bA b) t140t140V , a) "C3 N .,-, a) > 4-4 •0.4 0 U N N a>) 44-4 0 0 i 3 O c N '" a) , ; cci 0 'U 0 a) '0-r.} O O 0; Q 0 O 0 O 0 '' 3 0 v o ami CP .4 cci }-4 �i 'RI w 0 v 0 °? p •� O > p =•1Uw N0 Oe O C7O � O — 4 Nl� tel 4 0 ENDATIONS O 0) 0 a) Z O CID b.!) a) U o cc, 0 0 .-, cN a) •0 0 o ti 4 > a) > 2 0 a) E 0 Ecz 3 o U 4 0.I 0 a) .0 rn Y 4-4 � N VD 5-4 +U CD *S Cr) bA cc3 0 E aa) 1.0 *) 44 N .44 `) Ear a cn a cNi U 0.)ct 4-. with a stone retaining wall. ime and will eventually fail. 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