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Home My WebLink AboutCA2012-6228 September 2012 Paul Knifong Native Design 3407 Ambassador Row Arlington, TX 76013 A Future With A Past RE: HISTORIC PRESERVATION COMMISSION CERTIFICATE OF APPROPRIATENESS # CA12 -62 J.E. FOUST & SON FUNERAL HOME 523 SOUTH MAIN STREET GRAPEVINE, TX 76051 This letter confirms that on September 26, 2012, the Historic Preservation Commission approved with conditions CA #12 -62 for the property addressed 523 South Main Street legally described as Block 16, Lots B & C, City of Grapevine, Grapevine, Texas. The following was approved on this Certificate of Appropriateness: i. to demolish the existing gazebo and replace with a new larger structure; remove exiting four -tier fountain and construct a stream with pool from the original fountain basin running to the new gazebo as per attached plans with the condition that all building and landscape materials be approved by staff under a separate Certificate of Appropriateness. Please note this approved Certificate Building Permit and a permit is Grapevine's Building Departmen at regarding permits. Thank you, ( ') 6., �/J, David Klempin Historic Preservation Office cc: Property Owner CA File of Appropriateness is not an approved / is not required. Contact the City of 817 - 410 -3165 for fees and information THE CITY OF GRAPEVINE HISTORIC PRESERVATION • 636 South Main Street • Grapevine, Texas 76051 Phone 817410 -3556 - Fax 817/410 -3038 r lj� reros+�w.a" xi�'mm� 2 "MULCH — FINISH GRADE TOPSOIL MIXTURE UNDISTURBED EARTH A SHRUB PLANTING NOT TO SCALE L�J PLANT LIST y env r11- \ ,- `' lj �_ QTY. COMMON NAME SIZEISPACINGIDESCRIPTION y _. Ilk SHRUBS HMmenR ktanG arias SGALR.S O.C&MN.WJhfi Pot e NowerurwR s 3G/.L112'O.O.Inm%9gbcEs JE FOUST & SON / / 9 Evergreen Fems 3G JIT G.G. In eAmhV OeEs COLOR FUNERAL HOME wwx"a wn / / ~" / / `_ za Var. Heales 1cnu14•o.c..rawen s 20 Var. Uep 1 GJlr O.C. In eAs"CeN 200 Mrmelcd a•wnWmrle•o.c.mebl"E ��' P4� 'Woo", mr-ol �,,Zt mem" tNM k PLANTING NOTE5 1. ALL PLANT QUANTITIES ARE LISTED AS A GUbff.F-09 BIDD PUR�05d% PLANTING CONT�AZ`fOR IS RESPONSIBLE FOR PLANT QUANTYITIE5 REQUIRED"POR RbFZR- COVERAG,tAND.DE5iGWN NTENT. 2. WATER PLANTS EVERYDAY FOR FIRST THREE MONTHS, PLANTS WILL REQUIRE LE55 WATER AFTER THEY ARE ESTABLISHED. PLANTS SHOULD NOT BE INSTALLED BEFORE AN AUTOMATIC IRRIGATION SYSTEM IS INSTALLED AND FULLY OPERATIONAL. 3. EXISTING 501L IN PLANTING BEDS IS TO BE AMENDED WITH 4 " -G" OF ORGANIC COMPOST AND TILLED TO A DEPTH OF 8 ". ALL PLANTING BEDS WILL REQUIRE 2" OF SHREDDED HARDWOOD MULCH AS A TOP DRESS. 4. ALL FLAGSTONES TO BE SET IN SOIL LAYER AND TAMPED IN LEVEL. sllugu.m. swa em Nn ere.. on mem area NORTH 0 15' 30' 60' 1' = 30' -0" FOUST & SON 09.11.12 SITE PLAN 614 /z -6 z . a I; FICATE OF APPROPRIATENESS CITY OF GRAPEVINE RELEASED '1RSUANb Cg,. I°2�� DATE /' BY DEPARTMENT OF DEVELOPMENT SERVICES ^! +AST BUILDING INSPECTIONS rCFi PERMIT INFORMATION ,ERTIFICATE OF APPROPRIATENESS 2 X 6 MAIN RAFTERS WITH , 1 CITY OF GRAPEVINE OSB DECKING, CEDAR TONUGE & I RELEASED", 9 GROVE BOARDS UNDER CANOPY. PURSUANT 1z- lz 30 YEAR COMPOSITE ® N� W ar, 2 X 4 SPACERS BETWEEN SHINGLE ROOF, COLOR TO -- - - - __ -- - - - APPRX. SEATING DEPARTMENT or MAIN RAFTERS FOR SUPPORT. MATCH EXISTING BUILDING. LAYOUT OF FOLDING DEVELOPMENT SEnV"�''- CV DEVELOPMENT AIRS. BE 8" TREATED PINE. of Y Y Y .;OiNWTBUILDING INSPECT; ;. =0R PERMIT INFORMATICS z/ 4' TALL WROUGHT IRON RAILING TO BE INSTALLED ON 5 SIDES OF PROPOSED 8 FOOT PRINT OF EXISTING \ - / STRUCTURE, GALVANIZED GAZEBO ON SITE, NEW _ MATERIAL TO BE POWDER STRUCTURE BUILT � COATED & PAINTED BLACK. SAME LOCAL, , BUT T EXPANDEE D 2 FT. IN EACH DIRECTION NO IRON RAILING ON THIS - SIDE, LEFT OPEN FOR ENTRY. 4 X 10 TREATED PINE MAIN BEAM, ANCHORED TO COLUMN WITH 1/2" GALVANIZED HARDWARE. 30 YEAR COMPOSITE SHINGLE ROOF, COLOR TO EXISTING SLAB TO BE CLEANED, MATCH EXISTING BUILDING. NEW CONCRETE EXTENDED FROM EXISTING SLAB WITH 3/8" REBAR DIALED INTO EXISTING SLAB ON ALL SIDES, FINISH FLOOR WILL RECEIVE BEHR CONCRETE STAIN (GREY). 8" TREATED PINE COLUMNS; LOAD BEARING. PRIMED & PAINTED TO MATCH MAIN el 14f -9"/ BUILDING (FROST WHITE) 4' TALL WROUGHT IRON - RAILING TO BE INSTALLED ON 5 SIDES OF PROPOSED STRUCTURE, GALVANIZED MATERIAL TO BE POWDER COATED & PAINTED BLACK. PAVILION- ELEVATION 20 CONCRETE PIERS TO EXTEND 2' BELOW CONCRETE SLAB 0 2' 4' 81 i. FOUST & SON PAVILION PLAN 09.11.12 DEMO OLD PATTERNED CONCRETE ENTRY TO PAVILION EXISTING GROUNDCOVER TO STAY PHASE I, ADD FRESH MULCH. NEW PAVILION EXI5TING NOTE: HEIRLOOM PERENNIALS TO PLANTED ALONG STREAM. . /, C 51DEWALK NEW PLANTINGS AROUND ENLARGED PAVILION, "HEIRLOOM GARDEN" WATER TO BE CONTAINED IN UNDERGROUND BA51N CONSTRUCTED OF AQUA - BLOCKS. MAXIMUM DEPTH OF WATER 15 APPRX. 8" -1 211 . L_I NOTE: PROPOSED STREAM LOCATION FOR PHASE II.WATER FEATURE TO MIMIC NATURAL SPRING W/ SHALLOW POOL AT BASE OF PAVILION. WATER TO START AT OLD 13A51N LOCATION � USE EXISTING ELECTRICAL CONNECTION. 94412 - (a 2 = EOFAPPm�. V OF GRAPEW RELEASE0. DEPARTMENT OF „ r" t-OPMENTSERVICE. CONTACT BUILDING INSPE; FOR PERMIT INFORMATo STREAM NOTES 1. STREAM TO BE EXCEVATED BELOW EXISTING GRADE WILL EMPLOY A POND LINER TO CONTAIN WATER. 2. WATER WILL BE CONTAINED IN AQUA BLOCKS TO A MAX DEPTH OF 3 FEET UNDERGROUND. A LINER WILL COVER AQUA BLOCKS AND BE COVERED WITH RIVER ROCK. MAX DEPTH OF STREAM G" , POND IS 8" -1 2" AT COLLECTION POINT. 3. EQUIPMENT WILL CONSIST OF A I HP SUBMERSIBLE POND PUMP LOCATED IN UNDERWATER PLASTIC PUMP VAULT. PUMP WILL USE EXISTING ELECTRICAL AT SITE FROM OLD FOUNTAIN. 4. ALL BOULDERS TO BE SET ON LINER AND SOIL, NO MORTAR 15 TO BE USED. FOUST & SON STREAM PLAN 09.20.12 NORTH NATIVE DESIGN ATN2 pGSK,� 2200 SMITHRARRY RD #D O 5' 10r 2D' PANTEGO, TEXAS 76013 (682) 478627 PH. !�- CLIENT: STEWART ENTRP. SHEET 1' = 10' -0" DRAWN: PBK DATE: 08.31.12 L -4 SUBMERSIBLE PUMP LOCATED IN PLASTIC PUMP VAULT OKLAHOMA CREEK BOULDER MAX DEPTH 1 211 TOP RUBBER LINER AQUABLOCK5 FORM BA51N TO HOLD RESERVOIR WATER, LINER TO COVER BLOCKS. RIVER ROCK WILL COVER LINER. EACH BLOCK HAS A LOAD BEARING WEIGHT Of 5,472 LBS /SQPT. BRAZ05 RIVER ROCK TO COVER LINER IN STREAM COLLECTING POOL. 1211 ,� > A A \w� \ \�\ �. > >� ti >> le IN � IN X ,A x IN , \ \\ CERTIFICATE OF APPROPRIATENESS f �� \�/ IN IN I NN IN IN EXISTING SUBGRADE BOTTOM RUBBER LINER STREAM NOTES 1. STREAM TO BE EXCEVATED BELOW EXISTING GRADE * WILL EMPLOY A POND LINER TO CONTAIN WATER. 2. WATER WILL BE CONTAINED IN AQUA BLOCKS TO A MAX DEPTH OF 3 FEET UNDERGROUND. A LINER WILL COVER AQUA BLOCKS AND BE COVERED WITH RIVER ROCK. MAX DEPTH OF STREAM 611 , POND 15 811-12" AT COLLECTION POINT. 3. EQUIPMENT WILL CON5I5T OF A I HP 51LIBMER5I151-E POND PUMP LOCATED IN UNDERWATER PLASTIC PUMP VAULT. PUMP WILL USE EXISTING ELECTRICAL AT SITE FROM OLD FOUNTAIN. 4. ALL BOULDERS TO BE 5ET ON LINER AND SOIL, NO MORTAR IS TO BE USED. NOT TO SCALE CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION FOUST & SON 09.20.12 STREAM DETAILS NATIVE DESIGN hAT 14L 2200 SMITHBARRV RD ND DC4(i6 PANTEGO, TEXAS 76013 (682) 478-6627 PH. CLIENT: STEWART ENTRP. SHEET DRAWN: PBK APPROVED: DATE: 09.31.12 L