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HomeMy WebLinkAboutDrawings■ 00 40 SILT FENCING F 3J4" COMPACTED CRUSHED DURING CONST. ,STONE PROPOSED STEEL EDGE ...,DISTURBED SUB -GRADE PAVER WALKWAY NOT TO SCALE SOA EXISTING SWALE PROPOSED SWALE OVERFLOW PROPOSED FLAGSTONE SURFACE SAME ELEVATION OF PAVILION FLOOR PROPOSED CRUSHED GRANITE SURFACE_ PROPOSED AERAT i l - EXISTING PAVILION __ - 268-6".FF. ` - PROPOSED POND ledS = PROPOSED FLAGSTONE BORDER PROPOSED FLAGSTONE SURFACE ' SAME ELEVATION OF PAVILION FLOOR . . SWPPl-03 0 PROPO FLAGSTONE PA SANITARY SEWER V.Z.z.] EXISTING CONC. SIDEWALK �f PROPOSED PLANTER BED GALVANIZED METAL ROOF PA GALVANIZED METAL WALL PANELS EXISTING PA ADMINISTRAI BUILDING PROPOSED PLANTER BED PROPOSED CONC. MOWSTRIP • �--EXISTING PAVER SIDEWALK \ \,Owe EXISTING OUTLET \ - PIPE FLOW LINE -_ ELEVATION 98' - pH l � I � EXISTING PARKING LOT I GENERAL NOTES.- OTES:ALL 2"X4" WIRE MESH FASTENED TO T=POST ALLROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED SEDIMENT CONTROL FABRIC FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW FASTENED SECURELY TO OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT,MEASURED FROM T -POST & WRE MESH METAL T -POST 8" OF FILTER FABRIC TO EXTEND AS REO'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED SPACED 6' APART WITH COMPACTED BACK FILL OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY ALLOW 2.5 TO 5' AT TOE OF SILTFENCE AND/OR SLOPE FOR SEDIMENT TO HAY BALES TO BE ACCUMULATE. ALIGN FENCE USED IN AREAS OF ALONG SLOPE CONTOURS. DRAINAGE FLOW. OF FLOW NATURAL GROUND OIREO��,N LOT SETBACK,RIGHTS OF WAY,AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. -,_..._ 4"X4" MIN. TRENCH t - 4 �� � — SILT FENCE ASSEMBLY SWPPl-03 0 PROPO FLAGSTONE PA SANITARY SEWER V.Z.z.] EXISTING CONC. SIDEWALK �f PROPOSED PLANTER BED GALVANIZED METAL ROOF PA GALVANIZED METAL WALL PANELS EXISTING PA ADMINISTRAI BUILDING PROPOSED PLANTER BED PROPOSED CONC. MOWSTRIP • �--EXISTING PAVER SIDEWALK \ \,Owe EXISTING OUTLET \ - PIPE FLOW LINE -_ ELEVATION 98' - pH l � I � EXISTING PARKING LOT I GENERAL NOTES.- OTES:ALL ALLROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED �. FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW ✓�'.+ OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT,MEASURED FROM `;s A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED WITH THE BLDG.ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. qnd EXTERIOR BLDG. & SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 Sre On S� OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY PROJECT LIGHT HORIZONTALLY.FIXTURES WILL BE MOUNTED IN SUCH AMANNER THAT f THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 4 <zz 100% OF GROUNDCOVER,DECORATIVE PAVING,DECORATIVE ROCK(NOT LOOSE),OR A PERENNIAL v GRASS IS REQUIRED IN PARKING LOT ISLANDS,SWALES AND DRAINAGE AREAS,THE PARKING LOT SETBACK,RIGHTS OF WAY,AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. _ \ A PORTION OF THIS PROPERTY IS LOCATED WITHIN THE FLOODPLAINXEMA FLOODPLAIN MAP #48041CO163C PROPOSED CONC. MOWSTRIP df— l'i III PROPOSED WATER HARVESTING TANK NOT TO SCALE INSTALL APROXIMATELY 70 LFT. OF LIMESTONE COLORED CONTINENTAL, CAPSTONE RE: SPECS INSTALL APROXIMATELY SOFT. OF LIMESTONE WALL. 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A --/ANCHOR BOLT CHORD S $ d ° G ,7 CONCRETE FOUNDATION 21' DIAMETER ° • CONCRETE FOUNDATION GALVANIZED METAL -� 21' DIAMETER WALL PANELS B ANCHOR FRONT C BOLT DIAMETER ANCHOR BOLT LIMESTONE WALL RADIUS ° O MATCH PARKS OFFICE BUILDING d / 1" SPACING FROM WATER TAN TO CONCRETE RETAINING WALL LIMESTONE WALL TO BE 6" IN THICKNESS °.•.a • CONCRETE RETAINING WALL 'a TO BE 9" IN THICKNESS d l �e GALVANIZED METAL ROOF PANELS FOUNDATION PLAN n INSTALL APROXIMATELY 70 LFT. OF LIMESTONE COLORED CONTINENTAL - CAPSTONE RE: SPECS RE -BAR #4 12" O.C. BOTH WAYS 9" CONCRETE RETAINING WALL - LIMESTONE WALL TO HAVE WALL TIES - 18" OC. BW. 3/4" WEEP HOLES 4' OC. THROUGH CONCRETE WALL AND MASONRY WALL Al #4 TIES @ 18" C -C 3" 4-#6 BARS I ---2'--I SECTION A -A: WITH ANCHOR BOLTS EMBEDDED PRIOR TO CONCRETE PLACEMENT PAVILION POND WATER SUPPLY PKLOT WATER SUPPLY POND WATER SUPPLY OVERFLOW PIPE LOCKOUT d a 1' i •• NOTE: MAINTAIN A MINIMUM OF 3" OF COVER TO SIDE OF PIER. i RE -BAR #4 12" O.C. BW. CONCRETE SLAB WITH FOOTING /—ANCHOR BOLT RETE FOUNDATION AMETER AGE TANK AMETER PIER WALL HEIGHT VARIES 1Y�11J fROO 2" WATER SUPPLY PIPE, FROM POND, IN TANK 2" WATER SUPPLY PIPE, FROM PKLOT SUMP PUMP (INTERIOR STANDPIPE) BACK 3/4" WEEP HOLES 4' OC. THROUGH CONCRETE WALL AND MASONRY WALL WATER SORAGE TANK RE: SPECS FOR MODEL 6" OVERFLOW PIPE (INTERIOR STANDPIPE) SCK 4TROLLER NUMBER LEGEND 1. SUBMERSIBLE PUMP 2. GT UL LISTED PUMP & RWH CONTROLLER- FLUSH MOUNT CONTROLLER INTO STONE FACADE, & ATTACH TO CONCRETE WALL 3. PUMP POWER SUPPLY (ALL POWER LINES TO BE ENCASED IN ELECTRICAL CONDUIT) 4. LOW LEVEL FLOAT SWITCH S. SECONDARY WATER SUPPLY FLOAT SWITCH 6. PUMP DISCHARGE LINE - SECURE TO TANK 7. CONTROL CONDUIT & WIRING B. PUMP DISCHARGE UNION/FLANGE 9. PITLESS ADAPTER -LOCATE UNDER ACCESS HATCH NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP @ 4' INTERVALS. EXPANSION JOINTS @ 60' O.C., CONTRACTION JOINTS @ 4' O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH #3 x 12" BARS @ 12" O.C. OR #4 x 12" BARS @ 18" O.C. 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. 6. ALL PIPE T BE SCH. 40 PVC CLE FLANGE GLUE OR WELD BOOT FLANGE TO MAIN LINER PRELINER — STS LINER BOOT PIPE EXTERNALLY SUPPORTED TOP OF CONCRETE PIPE COUPLING a PIPE INSTALLED IN COUPLING SEALANT BETWEEI PIPE AND BOOT SIN LINER PRELINER .::. PRER NER STAINLESS STEEL SCREW CLAMP 1 OUTOR FLAN E j I, j PENETRATIl FLANGE SET THROUGH TANK FLOOR PRELINER II INNER FLANGE LINER PRELINER —� STAINLESS CLAMP 7 'iSEAL 010 PROJECT MA DAVID WOOD AGER• (979)764-3 88 REVISIONS: PLATI LINER BOOT OUTER MAIN FLANGE MAIN LINER LINER LINER BOOT WITH FLANGE SUPPdjRT AT TANK WALLS INNER FLANGES OUTER FLANGE MAIN OI LINER FL i I I' PRESSURE PIPE Ii THROUGH FLANGE SET I� ,i ii PENETRATION I FLANGE SET THROUGH TANK WALL 'I T TO A4 'i i I I LINER BOOT PLACED OVER PIPE INNER FLANGE MAIN ALLED i FLANGE E OUTER FLANGE WITH SEAL PLATE :ALE 36" PAPER SIZE DATE: JUNE 010 PROJECT MA DAVID WOOD AGER• (979)764-3 88 REVISIONS: SHEET: 6 OF 6 10, iV ° PAVILION TEXI ATEG BALD HA VES ING � CYPRESS TREE I. POND I / EXISTING BALD PRESS TREE Ot l :oo L1 0 RK L"N't M0 10 x N 1A 3' OC. ELEVATE PLANTER 3" ABOVE FLAGSTONE LANDSCAPE LE 3 30(G) D I� TIS CREPE MYRTLE p tri • 3/16 =1'-0" 36" PAPER SIZE n • DATE: JUNE PROJECT MA DAVID W (979)764-3 REVISIONS: 2010 AGER: ;OD 888 SHEET: SILT FENCING DURING CONST. PROPOSED STEEL EDGE — — PROPOSED FLAGSTONE SURFACE SAME ELEVATION OF PAVILION FLOOR Q PROPOSED CRUSHED GRANITE SURFACE EXISTING SWALE r— PROPOSED SWALE OVERFLOW PROPOSED AERAT PAVILION '' = = .: PROPOSED POND 268'-6" FF. PROPOSED FLAGSTONE SURFACE 'SAME ELEVATION OF PAVILION FLOOR . . EXISTING PARKING LOT PROPOSED FLAGSTONE WOOD EXISTING CONIC. SIDEWALK EXISTING OUTLET / \\`'68 1 \ ZEDI G PROPOSED SIDEWALK PAVER PROPOSED FLAGSTONE PATIO a PROPOSED PLANTER BED _ PROPOSED CONC,MOWSTRIP EXISTING PAVER SIDEWALK GENERAL NOTES: ALL ROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT,MEASURED FROM A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED WITH THE BLDG.ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. PROPOSED PLANTER BED I EXTERIOR BLDG. & SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY PROJECT LIGHT HORIZONTALLY.FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 100% OF GROUNDCOVER,DECORATIVE PAVING,DECORATIVE ROCK(NOT LOOSE),OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS,SWALES AND DRAINAGE AREAS,THE PARKING LOT SETBACK,RIGHTS OF WAY,AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. A PORTION OF THIS PROPERTY IS LOCATED WITHIN THE FLOODPLAINXEMA FLOODPLAIN MAP 4 48041CO163C 40 A. PROPOSED: CONC. MOWST(tIP -� 111 PROPOSED SIDEWALK PAVE! c lc . v 4 36 PAPER SIZE W 2"X4" WIRE MESH FASTENED TO T=POST SEDIMENT CONTROL FABRIC ',. FASTENED SECURELY TO � T -POST & WIRE MESH METAL T -POST B" OF FILTER FABRIC TO EXTEND AS REO'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED SPACED 6' APART WITH COMPACTED BACK FILL ALLOW 2.6' AT TOE OF AT '.. SILT FENCE AND OR SLOPE FOR TO HAY BALES TO BE ACCUMULATE. ALIGN FENCE USED IN AREAS OF DRAINAGE FLOW ALONG SLOPE CONTOURS. OF SOW NATURAL GROUND UICi1 ,. . , ., 4" 4"X4" MIN. TRENCH 4" SILT FENCE ASSEMBLY SWPPl-03 EXISTING OUTLET / \\`'68 1 \ ZEDI G PROPOSED SIDEWALK PAVER PROPOSED FLAGSTONE PATIO a PROPOSED PLANTER BED _ PROPOSED CONC,MOWSTRIP EXISTING PAVER SIDEWALK GENERAL NOTES: ALL ROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT,MEASURED FROM A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED WITH THE BLDG.ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. PROPOSED PLANTER BED I EXTERIOR BLDG. & SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY PROJECT LIGHT HORIZONTALLY.FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 100% OF GROUNDCOVER,DECORATIVE PAVING,DECORATIVE ROCK(NOT LOOSE),OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS,SWALES AND DRAINAGE AREAS,THE PARKING LOT SETBACK,RIGHTS OF WAY,AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. A PORTION OF THIS PROPERTY IS LOCATED WITHIN THE FLOODPLAINXEMA FLOODPLAIN MAP 4 48041CO163C 40 A. PROPOSED: CONC. MOWST(tIP -� 111 PROPOSED SIDEWALK PAVE! c lc . v 4 36 PAPER SIZE W atF W � Z HLIJ� �.d.F o. p tea!, W V DATE: JUNE 20 PROJECT MANA DAVID WOOI (979) 764-388 REVISIONS: SHEET: OF 1 SILT rT.NCING DURING CONST. PROPO:;ED STEEL EDGE • SOA PROPOSED FLAGSTONE SURFACE SAME ELEVATION OF PAVILION FLOOR J PROPOSED CRUSHED GRANITE SURFACE ING SWALE PROPOSED SWALE OVERFLOW PROPOSED AERAT PAV I I .. : PROPOSED POND 268 Ast PROPOSED FLAGSTONE BO PROPOSED FLAGSTONE SURFACE ` SAME ELEVATION OF PAVILION FLOOR . . WOOD EXISTING CONIC. SIDEWALK 0 EXISTING OUTLET W/PIPE FLOW LINE ELEVATION 98' PROPOSED FLAGSTONE PATIO PROPOSED PLANTER BED PROPOSED CONC. MOWSTRIP EXISTING PAVER SIDEWALK GENERAL NOTES: ALL ROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT,MEASURED FROM A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED WITH THE BLDG.ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. PROPOSED PLANTER BED EXTERIOR BLDG. & SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY PROJECT LIGHT HORIZONTALLY.FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 100% OF GROUNDCOVER,DECORATIVE PAVING,DECORATIVE ROCK(NOT LOOSE),OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS,SWALES AND DRAINAGE AREAS,THE PARKING LOT SETBACK,RIGHTS OF WAY,AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. A PORTION OF THIS PROPERTY IS LOCATED WITHIN THE FLOODPLAIN.FEMA FLOODPLAIN MAP •48041CO163C P ! PROPOSED SIDEWALK PAVEI PROPOSED CONC. _ MOWSTRIP i F 2'X4' WIRE MESH FASTENED TO T=POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T -POST & WIRE MESH METAL T -POST 8' OF FILTER FABRIC TO EXTEND AS REQ'D. TO MAINTAIN INTO A TRENCH AND BE ANCHORED SPACED 6' APART WITH COMPACTED BACK FILL SILT FENCE AND/OR N ALLOW 2.5' TO W AT TOE OF E HAY BALES BE SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE USED IN AREAS DRAINAGE FLOW. �SL.OPENC.0'N'TOURS. FLOW NATURAL GROUND A° 4'X4' MIN. -TRENCH '�� 420* SILT FENCE ASSEMBLY qWPPI _(1q EXISTING OUTLET W/PIPE FLOW LINE ELEVATION 98' PROPOSED FLAGSTONE PATIO PROPOSED PLANTER BED PROPOSED CONC. MOWSTRIP EXISTING PAVER SIDEWALK GENERAL NOTES: ALL ROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT,MEASURED FROM A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED WITH THE BLDG.ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. PROPOSED PLANTER BED EXTERIOR BLDG. & SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY PROJECT LIGHT HORIZONTALLY.FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 100% OF GROUNDCOVER,DECORATIVE PAVING,DECORATIVE ROCK(NOT LOOSE),OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS,SWALES AND DRAINAGE AREAS,THE PARKING LOT SETBACK,RIGHTS OF WAY,AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. A PORTION OF THIS PROPERTY IS LOCATED WITHIN THE FLOODPLAIN.FEMA FLOODPLAIN MAP •48041CO163C P ! PROPOSED SIDEWALK PAVEI PROPOSED CONC. _ MOWSTRIP i F ,r ,' i �Je � eb,�� A° af.`,. , �- erso,n IQ M its<a _Pell ite s r • . S / Oi s, yea fo,�r�c Id•i3a 0 llas- ?�C 36" PAPER SIZE DATE: JUNE PROJECT M) DAVID WI (979) 764 - REVISIONS SWEET: 4A 2010 NAGER: SOD 1888 SILT FENCING DURING CONST. STEEL EDGE SWALE TO MEET GRADE AT END F RESHAPE EXISTING SWALE 2' WIDE X 1' DEEP SWALE OVERFLOW 98' ELEVATION INSTALL 100 SOFT. FLAGSTONE AT SAME ELEVATION OF PAVILION FLOOR RE: DETAIL THIS SHEET Cid . ,�:.....� • .. wr'h'AV I L I vAg"'N INSTALL 200 SQFT. FLAGSTONE PATIO RE: DETAIL THIS SHEET NOTES: 1.) ALL SOLID PIPE TO SCH. 40 2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY) TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS 4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO EXCAVATION 3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO PLANTING 0 100'-6rr FF, INSTALL CRUSHED GRANITE SURFACE 2" BELOW PAVILION ELEVATION RE: DETAIL THIS SHEET i PON® D FLAGSTONE POND BORDER - INSTALL 1000 SOFT. FLAGSTONE RE: DETAIL THIS SHEET INSTALL 150 SOFT. FLAGSTONE AT SAME ELEVATION OF PAVILION FLOOR - RE: DETAIL THIS SHEET /-3" OF POLYURETHANED / COMPACTED GRANITE GRAVEL GRANITE NOT TO SCALE I' 1 unuw r urcat:ro and -GRADE EL SURFACE EXISTING WOOD EXISTING OUTLET W/PIPE FLOW LINE ELEVATION 98' W,j,ARVESTI' , I TANK 11 �I INSTALL 100 SOFT. OF TO MATCH SIDEWALKEXISTING PAVER ' ETAILPAVER WALKWAY W/ STEEL EDGING � mm w���■1�■i Io-amm � Nimmmmmmmi Immmmmmmmm mmmmmmwr, 1mmmmm/ 10 100 �■ 98 ���■ OMNI 97-00010 2'-6" ...:9'-6' 2'-6" i• o MORTAR FLAGSTONE FLAGS !ON 99'-T" ELEVATION - iGRANITE GRAVEL i-4WATER LEVEL 99'-, „ &�^vdm n w vrn c PAVER NOT TO SCALE 99 -4 ELEVATION 99'-1" ELEVATION 8'-10" ELEVATION --2' SA ND BASE i i RID FR SECTION FACADE F 3/4" COMPACTED SHED LIMESTONE " HARDWOOD MULCH UNDISTURBED SUB -GRADE ( 6x6,LIMESTONE CHOPBLOCK MORTARED IN HORIZONTALLY ,}DRY STACKED VERTICALLY WALKWAY 1' E}tIST GRADE CONC. BORDER w/ INSTALL 100 LF. X 18" CONC. MOWSTRIP RE: DETAIL PLANTER BED BARS 0312" O.C. BW. STRENGTH 3000 psi WEED CLOTH -//18" (4" THICK MIN.) WEED CLOTH PERFERATED TO ALLOW WATER EXCAVATE & HAUL OFF 6" TO SEEP THROUGH. OF EXISTING SOIL & SOD ADD 12" BED MIX A ER BE® NO TO SC E . EXIT Mff A L; PLANTER BED RE:PLANTER BED%o;FFF' C � 2'-6" INSTALL 125 LF. OF 6"X6" LIMESTONE CHOPBLOCK — RE: DETAIL PLANTER BED EXISTING PAVER SIDEWALK PPROX. T' MORTAR BED OF 3/4" COMPACTED .USHED LIMESTONE UNDISTURBED SUB -GRADE FLAU' STONE PATIO/WALKWAY NOT TO SCALE 5 10 15 20 25 30 POND PROFILE INSTALL 25 LF. X 6" CONS:. MOWSTRIP INSTALL 20 SOFT OF NEW PAVER TO MATCH EXISTING PAVER SIDEWALK RE: PAVER WALKWAY 45 3/16 - 1'.0° 211 PAPIER SIZE i DATE: JUNE 2Q10 PROJECT MAN AGER: DAVID WOO (979) 764-38 8 REVISIONS: SHEET: ,L� 16,� . i/o VIP - 2"X4" WIRE MESH FASTENED TO T=POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T -POST & WIRE MESH METAL T -POST B" OF FILTER FABRIC TO EXTEND AS REQ'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED SPACED 6' APART WITH COMPACTED BACK FILL ALLOW 2.5' TO 5' AT TOE OF SILT FENCE AND/OR SLOPE FOR SEDIMENT TO HAY BALES TO BE ACCUMULATE. ALIGN FENCE USED IN AREAS OF ALONG SLOPE CONTOURS. DRAINAGE FLOW. OF FLOW NATURAL GROUND DIRECTION ,.4" 20 4"X4" MIN. TRENCH 20" SILT FENCE ASSEMBLY SWPPI-03 INSTALL 200 SQFT. FLAGSTONE PATIO RE: DETAIL THIS SHEET NOTES: 1.) ALL SOLID PIPE TO SCH. 40 2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY) TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS 4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO EXCAVATION 3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO PLANTING 0 100'-6rr FF, INSTALL CRUSHED GRANITE SURFACE 2" BELOW PAVILION ELEVATION RE: DETAIL THIS SHEET i PON® D FLAGSTONE POND BORDER - INSTALL 1000 SOFT. FLAGSTONE RE: DETAIL THIS SHEET INSTALL 150 SOFT. FLAGSTONE AT SAME ELEVATION OF PAVILION FLOOR - RE: DETAIL THIS SHEET /-3" OF POLYURETHANED / COMPACTED GRANITE GRAVEL GRANITE NOT TO SCALE I' 1 unuw r urcat:ro and -GRADE EL SURFACE EXISTING WOOD EXISTING OUTLET W/PIPE FLOW LINE ELEVATION 98' W,j,ARVESTI' , I TANK 11 �I INSTALL 100 SOFT. OF TO MATCH SIDEWALKEXISTING PAVER ' ETAILPAVER WALKWAY W/ STEEL EDGING � mm w���■1�■i Io-amm � Nimmmmmmmi Immmmmmmmm mmmmmmwr, 1mmmmm/ 10 100 �■ 98 ���■ OMNI 97-00010 2'-6" ...:9'-6' 2'-6" i• o MORTAR FLAGSTONE FLAGS !ON 99'-T" ELEVATION - iGRANITE GRAVEL i-4WATER LEVEL 99'-, „ &�^vdm n w vrn c PAVER NOT TO SCALE 99 -4 ELEVATION 99'-1" ELEVATION 8'-10" ELEVATION --2' SA ND BASE i i RID FR SECTION FACADE F 3/4" COMPACTED SHED LIMESTONE " HARDWOOD MULCH UNDISTURBED SUB -GRADE ( 6x6,LIMESTONE CHOPBLOCK MORTARED IN HORIZONTALLY ,}DRY STACKED VERTICALLY WALKWAY 1' E}tIST GRADE CONC. BORDER w/ INSTALL 100 LF. X 18" CONC. MOWSTRIP RE: DETAIL PLANTER BED BARS 0312" O.C. BW. STRENGTH 3000 psi WEED CLOTH -//18" (4" THICK MIN.) WEED CLOTH PERFERATED TO ALLOW WATER EXCAVATE & HAUL OFF 6" TO SEEP THROUGH. OF EXISTING SOIL & SOD ADD 12" BED MIX A ER BE® NO TO SC E . EXIT Mff A L; PLANTER BED RE:PLANTER BED%o;FFF' C � 2'-6" INSTALL 125 LF. OF 6"X6" LIMESTONE CHOPBLOCK — RE: DETAIL PLANTER BED EXISTING PAVER SIDEWALK PPROX. T' MORTAR BED OF 3/4" COMPACTED .USHED LIMESTONE UNDISTURBED SUB -GRADE FLAU' STONE PATIO/WALKWAY NOT TO SCALE 5 10 15 20 25 30 POND PROFILE INSTALL 25 LF. X 6" CONS:. MOWSTRIP INSTALL 20 SOFT OF NEW PAVER TO MATCH EXISTING PAVER SIDEWALK RE: PAVER WALKWAY 45 3/16 - 1'.0° 211 PAPIER SIZE i DATE: JUNE 2Q10 PROJECT MAN AGER: DAVID WOO (979) 764-38 8 REVISIONS: SHEET: ,L� 16,� . i/o VIP EXISTING.-REA LIGHT'..' .';. INSTALL 1 WATEGEAR SCID MOUNTED, PACKAGED PUMP STATION, #GT15-1.501230-CS-L, W/ AUTOMATIC FILTER POND APPROXIMATE LOCATIO' EXISTING UNDERGROUND x1 --INSTALL ONE 2" PVC LINES FROM POND PUMP TO CISTERN TWO #12 OF DIRECT BURIEL WIRES ARE TO BE INSTALLED FROM POND PUMP TO RWH CONTROLS AT CISTERN EXISTING ELECTRICAL PANEL f < � r WATER AND ELECTRICAL LINES HAVE SEPERATE TRENCHES I INS ALL IMARY (2) - 2" PVC CONDUITS W/ THREE #12 ELECTRICAL WIRES ''-FROM TRANSFORMER TO RWH PAVILION / POND 20 11 11 0 20 40 60 ml miimI EN M 1 Scale 1 " = 20' ZA 11 X ��3611 PAPER SIZE DATE: JUNE 200 PROJECT MANA DAVID WOO (979) 764-388 REVISIONS: I ER: Z cm ZMA °° 0 �—o • ce Zx Q%k a ~ z QicLa Xo> I—W m1� Z v4A� L z: 4A — 0 Wi . W 1— I JQ � 3 3 .IW I 3 o VW O Q be V Y� II DATE: JUNE 200 PROJECT MANA DAVID WOO (979) 764-388 REVISIONS: I ER: SHEET: 3 i OF 6 PAVILION .. / EXISTING BALD � CYPRESS TREE LIN 410" ATE HA VES ING POND I / EXISTING BALD PRESS TREE �\ r I °o m 0 3' OC. ELEVATE PLANTER 3" ABOVE FLAGSTONE 3 30(G) DYNAA JTE CREPE MYRTLE i' 4 30(G) HARDY1 RED Ql EANDER II 23 3(G) DOUBL,E RED KNOCK OUT ROSE 90 3(G) GIGAN' LOP'.lP' E 103 4" WHITE RU ELLI,4 EXIT 3/16 =1'-0" 36" PAPER SIZE i Zcl d. zuj co tftkolmm x Q• Q O. I p > �W FO t/l u*� WD WU) 0 — t9 • W J3 .IQ J3 W 03 ov VW L16 cd 0(I , oZ Q FN old ! V� Q o. DATE: JUNE 2010 PROJECT MANAGE DAVID W OD (979) 764-:i888 REVISIONS SHEET: SILT FENCING DURING CONST. STEEL EDGE SWALE TO MEET GRADE AT END " SOA d INSTALL 100 SOFT. FLAGSTONE AT SAME ELEVATION OF PAVILION FLOOR RE: DETAIL THIS SHEET PAY" I LIC00' N 100'-6° FF. " INSTALL 200 SOFT. FLAGSTONE PATIO RE: DETAIL THIS SHEET RESHAPE EXISTING SWALE NOTES: 2' WIDE X 1' DEEP 1.) ALL SOLID PIPE TO SCH. 40 SWALE OVERFLOW 2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY) 98' ELEVATION TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS 4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO EXCAVATION 3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO PLANTING 2_1 � * '° . t:e l 0 :. INSTALL CRUSHED ' GRANITE SURFACE 2" BELOW PAVILION ELEVATION RE: DETAIL THIS SHEET i WATE \ ARVESTI G TANK POND \ 100'- 6" F .� INSTALL 100 SOFT. OF NEW PAVER TO MATCH EXISTING PAVER SIDEWALK - RE: DETAIL PAVER WALKWAY .= W/ STEEL EDGING D FLAGSTONE POND BORDER - INSTALL 1000 SOFT. FLAGSTONE RE: DETAIL THIS SHEET INSTALL 150 SOFT. FLAGSTONE AT SAME ELEVATION OF PAVILION FLOOR . RE: DETAIL THIS SHEET (� 3" OF POLYURETHANED COMPACTED GRANITE GRAVEL UNDISTURBED SUB -GRADE RA IT GRAVEL SURFAL NOT TO SCALE EXISTING OUTLET W/PIPE FLOW LINE ELEVATION 98' 2'-6" 2'-6" MORTAR FLAGSTONE WATER LEVEL 99' - , I POND \- 98' ELEVATI LINER 6' ELEVATION FLAGSTONE POND NOT TO SCALE PAVER. WALKWAY NOT TO SCALE INSTALL 100 LF. X 18" CONC. MOWSTRIP RE: DETAIL PLANTER BED PLANTER BED RE:PLANTER BED F 3/4" COMPACTED SPIED LIMESTONE UNDISTURBED SUB -GRADE EXIST.GRADE WEED CLOTH WEED CLOTH PERFERATED TO ALLOW WATER TO SEEP THROUGH. 2'-6" INSTALL 125 LF. OF 6"X6" LIMESTONE CHOPBLOCK — RE: DETAIL PLANTER BED EXISTING PAVER SIDEWALK 3PROX. 1" MORTAR BED OF 3/4" COMPACTED USHED LIMESTONE UNDISTURBED SUB -GRADE FLAGSTONE PATIO/WALKWAY NOT TO SCALE 101 10 99-- 98-- 97- 96 0 5 10 15 20 25 POND PROFILE 30 0 Ilr CONC. MOWSTRIP /-99'-7" ELEVATION GRANITE GRAVEL X99'4" ELEVATION 1'-1" ELEVATION '-10" ELEVATION BASE R SECTIOK NG FACADE HARDWOOD MULCH 6"x6" LIMESTONE CHOPBLOCK MORTARED IN HORIZONTALLY DRY STACKED VERTICALLY 1' CONC. BORDER w/ `�- 3 BARS Q 12" O.C. BW. 18" STRENGTH 3000 PSI (4" THICK MIN.) _EXCAVATE & HAUL OFF 6" OF EXISTING SOIL & SOD ADD 12" BED MIX ER RED EXIT 1. A INSTALL 20 SOFT OF NEW PAVER TO MATCH EXISTING PAVER SIDEWALK RE: PAVER WALKWAY 11 r SCimG Conference 1ersay Texas •March 19 -April 1, 2010 ER 3/16 = Itmoll 1111" PAPER SIZE I It DATE: JUNE 2�10 PROJECT MAN",'.GM DAVID WOOD (979) 764-38118 I i REVISIONS: SHEET: OF 6 2"X4" WIRE MESH FASTENED TO T=POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T—POST & WIRE MESH METAL T—POST 8" OF FILTER FABRIC TO EXTEND AS REO'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED SPACED 6' APART WITH COMPACTED BACK FILL 5' TO 5' AT TOE OF ALLOW 2LACCUMULATE. SILT FENCE AND/OR N OOR SEDIMENT TO HAY BALES ALIGN FENCE USED IN AREAS OF LOPE CONTOURS. DRAINAGE FLOW. OF FLOW NATURAL GROUND C' ON 4" 4"X4" MIN. TRENCH 4° I�� 20" SILT FENCE ASSEMBLY SWPPl-03 INSTALL 200 SOFT. FLAGSTONE PATIO RE: DETAIL THIS SHEET RESHAPE EXISTING SWALE NOTES: 2' WIDE X 1' DEEP 1.) ALL SOLID PIPE TO SCH. 40 SWALE OVERFLOW 2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY) 98' ELEVATION TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS 4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO EXCAVATION 3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO PLANTING 2_1 � * '° . t:e l 0 :. INSTALL CRUSHED ' GRANITE SURFACE 2" BELOW PAVILION ELEVATION RE: DETAIL THIS SHEET i WATE \ ARVESTI G TANK POND \ 100'- 6" F .� INSTALL 100 SOFT. OF NEW PAVER TO MATCH EXISTING PAVER SIDEWALK - RE: DETAIL PAVER WALKWAY .= W/ STEEL EDGING D FLAGSTONE POND BORDER - INSTALL 1000 SOFT. FLAGSTONE RE: DETAIL THIS SHEET INSTALL 150 SOFT. FLAGSTONE AT SAME ELEVATION OF PAVILION FLOOR . RE: DETAIL THIS SHEET (� 3" OF POLYURETHANED COMPACTED GRANITE GRAVEL UNDISTURBED SUB -GRADE RA IT GRAVEL SURFAL NOT TO SCALE EXISTING OUTLET W/PIPE FLOW LINE ELEVATION 98' 2'-6" 2'-6" MORTAR FLAGSTONE WATER LEVEL 99' - , I POND \- 98' ELEVATI LINER 6' ELEVATION FLAGSTONE POND NOT TO SCALE PAVER. WALKWAY NOT TO SCALE INSTALL 100 LF. X 18" CONC. MOWSTRIP RE: DETAIL PLANTER BED PLANTER BED RE:PLANTER BED F 3/4" COMPACTED SPIED LIMESTONE UNDISTURBED SUB -GRADE EXIST.GRADE WEED CLOTH WEED CLOTH PERFERATED TO ALLOW WATER TO SEEP THROUGH. 2'-6" INSTALL 125 LF. OF 6"X6" LIMESTONE CHOPBLOCK — RE: DETAIL PLANTER BED EXISTING PAVER SIDEWALK 3PROX. 1" MORTAR BED OF 3/4" COMPACTED USHED LIMESTONE UNDISTURBED SUB -GRADE FLAGSTONE PATIO/WALKWAY NOT TO SCALE 101 10 99-- 98-- 97- 96 0 5 10 15 20 25 POND PROFILE 30 0 Ilr CONC. MOWSTRIP /-99'-7" ELEVATION GRANITE GRAVEL X99'4" ELEVATION 1'-1" ELEVATION '-10" ELEVATION BASE R SECTIOK NG FACADE HARDWOOD MULCH 6"x6" LIMESTONE CHOPBLOCK MORTARED IN HORIZONTALLY DRY STACKED VERTICALLY 1' CONC. BORDER w/ `�- 3 BARS Q 12" O.C. BW. 18" STRENGTH 3000 PSI (4" THICK MIN.) _EXCAVATE & HAUL OFF 6" OF EXISTING SOIL & SOD ADD 12" BED MIX ER RED EXIT 1. A INSTALL 20 SOFT OF NEW PAVER TO MATCH EXISTING PAVER SIDEWALK RE: PAVER WALKWAY 11 r SCimG Conference 1ersay Texas •March 19 -April 1, 2010 ER 3/16 = Itmoll 1111" PAPER SIZE I It DATE: JUNE 2�10 PROJECT MAN",'.GM DAVID WOOD (979) 764-38118 I i REVISIONS: SHEET: OF 6 SILT FENCING DURING CONST. STEEL EDGE WALE TO MEET GRADE AT END RESHAPE EXISTING SWALE 2' WIDE X 1' DEEP SWALE OVERFLOW 98' ELEVATION INSTALL 100 SOFT. FLAGSTONE AT SAME J' ELEVATION OF PAVILION FLOOR RE: DETAIL THIS SHEET ELM mr"k AV I L 10" N 100'-6" FF, INSTALL 200 SOFT. FLAGSTONE PATIO RE: DETAIL THIS SHEET NOTES: 1.) ALL SOLID PIPE TO SCH. 40 2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY) TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS 4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO EXCAVATION 3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO PLANTING 123 INSTALL CRUSHED GRANITE SURFACE 2 BELOW PAVILION ELEVATION RE: DETAIL THIS SHEET POND INSTALL 150 SOFT. FLAGSTONE AT SAME ELEVATION OF PAVILION FLOOR RE: DETAIL THIS SHEET FLAGSTONE POND BORDER - INSTALL 1000 SOFT. FLAGSTONE �1 RE: DETAIL THIS SHEET QC /-3" OF POLYURETHANED / COMPACTED GRANITE GRAVEL /tel/ �/.Z//.e//V/zlel/zler/ UNDISTURBED SUB -GRADE G`RANITE GRAVEL SURFACE NOT TO SCALE EXISTKG WOOD BRIDGE CONC. PAVERS 311 PAVER WALKWAY NOT TO SCALE 2'-6" r ' - --- -91 2'-6" PLANTER BED RE:PLANTER BED \ WATE ARVESTI G �; TANK b ST LL 1 F " 100'-6"F INSTALL 100 SOFT. OF NEW PAVER TO MATCH EXISTING PAVER SIDEWALK RE: DETAIL N/ STEEL EDGING IN A OOL .X18 CONC. MOWSTRIP RE: DETAIL PLANTER BED MORTAR FLAGSTONE WATER LEVEL 99' POND LINER FLACiiSi01 NOT TO SCALE `­ 98' ELEVATI ELEVATION E POND ►GSTONE 99'-7" ELEVATION GRANITE GRAVEL � ::ls ^ `moi � '•;t ,~99'4" ELEVATION : 99'-1" ELEVATION 8'-10" ELEVATION --2" SA D BASE i, Ro� R SECTION i ii 2" OF 3/4" COMPACTED CRUSHED LIMESTONE UNDISTURBED SUB-GitADE EXIST.GRADE '•'.'' •'•'` •'• .... 2'-6" INSTALL 125 LF. OF 6"X6" LIMESTONE CHOPBLOCK — RE: DETAIL PLANTER BED ING FACADE ." HARDWOOD MULCH 6"x6" LIMESTONE CHOPBLOCK MORTARED IN HORIZONTALLY DRY STACKED VERTICALLY 1' CONC. BORDER w/ 3 BARS @ 12" O.C. BW. STRENGTH 3000 PSI WEED CLOTH I 18" (4" THICK MIN.) WEEK) CLOTH PERFERATED V3 TO ALLOW WATER EXCAVATE & HAUL OFF 6" TO SEEP THROUGH. OF EXISTING SOIL & SOD I z EXISTING PAVER SIDEWALK PPROX. T' MORTAR BED OF 3/4" COMPACTED .USHED LIMESTONE UNDISTURBED SUB -GRADE EXISTING OUTLET FLAGSTONE PATI ®/WALKWAY NY/PIPE FLOW LINE ELEVATION 98' NOT TO SCALE 101 100' "m 99-- 98 97- 96 0 5 10 15 10 15 POND PROFILE 3/8 _1_011 30 INSTALL 25 LF. X 6" CONC. MOWSTRIP 35 INSTALL 20 SOFT 'OF NEW PAVER TO MATCH EXISTING PAVER SIDEWALK RE: PAVER WALKWAY DATE: iPROJECT i '® DAVID®■■■■ .• • it NIEMEN il'IMMEMMEM is I 2"X4" WIRE MESH FASTENED TO T=POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T—POST & WIRE MESH METAL T—POST 8" OF FILTER FABRIC TO EXTEND AS REQ'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED SPACED 6• APART WITH COMPACTED BACK FILL ALLOW 2 -TO 5' AT TOE OF SILT FENCE AND/OR OR SEDIMENT TO HAY BALES TO BE ALIGN FENCE USED IN AREAS OF LOPE CONTOURS. DRAINAGE FLOW. OF OW NATURAL GROUND ECTI� ON 4"X4" MIN. TRENCH 4" 20" SILT FENCE ASSEMBLY INSTALL 200 SOFT. FLAGSTONE PATIO RE: DETAIL THIS SHEET NOTES: 1.) ALL SOLID PIPE TO SCH. 40 2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY) TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS 4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO EXCAVATION 3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO PLANTING 123 INSTALL CRUSHED GRANITE SURFACE 2 BELOW PAVILION ELEVATION RE: DETAIL THIS SHEET POND INSTALL 150 SOFT. FLAGSTONE AT SAME ELEVATION OF PAVILION FLOOR RE: DETAIL THIS SHEET FLAGSTONE POND BORDER - INSTALL 1000 SOFT. FLAGSTONE �1 RE: DETAIL THIS SHEET QC /-3" OF POLYURETHANED / COMPACTED GRANITE GRAVEL /tel/ �/.Z//.e//V/zlel/zler/ UNDISTURBED SUB -GRADE G`RANITE GRAVEL SURFACE NOT TO SCALE EXISTKG WOOD BRIDGE CONC. PAVERS 311 PAVER WALKWAY NOT TO SCALE 2'-6" r ' - --- -91 2'-6" PLANTER BED RE:PLANTER BED \ WATE ARVESTI G �; TANK b ST LL 1 F " 100'-6"F INSTALL 100 SOFT. OF NEW PAVER TO MATCH EXISTING PAVER SIDEWALK RE: DETAIL N/ STEEL EDGING IN A OOL .X18 CONC. MOWSTRIP RE: DETAIL PLANTER BED MORTAR FLAGSTONE WATER LEVEL 99' POND LINER FLACiiSi01 NOT TO SCALE `­ 98' ELEVATI ELEVATION E POND ►GSTONE 99'-7" ELEVATION GRANITE GRAVEL � ::ls ^ `moi � '•;t ,~99'4" ELEVATION : 99'-1" ELEVATION 8'-10" ELEVATION --2" SA D BASE i, Ro� R SECTION i ii 2" OF 3/4" COMPACTED CRUSHED LIMESTONE UNDISTURBED SUB-GitADE EXIST.GRADE '•'.'' •'•'` •'• .... 2'-6" INSTALL 125 LF. OF 6"X6" LIMESTONE CHOPBLOCK — RE: DETAIL PLANTER BED ING FACADE ." HARDWOOD MULCH 6"x6" LIMESTONE CHOPBLOCK MORTARED IN HORIZONTALLY DRY STACKED VERTICALLY 1' CONC. BORDER w/ 3 BARS @ 12" O.C. BW. STRENGTH 3000 PSI WEED CLOTH I 18" (4" THICK MIN.) WEEK) CLOTH PERFERATED V3 TO ALLOW WATER EXCAVATE & HAUL OFF 6" TO SEEP THROUGH. OF EXISTING SOIL & SOD I z EXISTING PAVER SIDEWALK PPROX. T' MORTAR BED OF 3/4" COMPACTED .USHED LIMESTONE UNDISTURBED SUB -GRADE EXISTING OUTLET FLAGSTONE PATI ®/WALKWAY NY/PIPE FLOW LINE ELEVATION 98' NOT TO SCALE 101 100' "m 99-- 98 97- 96 0 5 10 15 10 15 POND PROFILE 3/8 _1_011 30 INSTALL 25 LF. X 6" CONC. MOWSTRIP 35 INSTALL 20 SOFT 'OF NEW PAVER TO MATCH EXISTING PAVER SIDEWALK RE: PAVER WALKWAY DATE: iPROJECT i '® DAVID®■■■■ .• • it NIEMEN il'IMMEMMEM is I SILT FENCING DURING CONST. plilmiII1 4 SWALE TO MEET GRADE AT END SpAt a .• INSTALL 100 SOFT. FLAGSTONE AT SAME ELEVATION OF PAVILION FLOOR RE: DETAIL THIS SHEET . L Ormh'AVILION 100'-6" FF. INSTALL CRUSHED GRANITE SURFACE 2" BELOW PAVILION ELEVATION RE: DETAIL THIS SHEET - / PON® - 2"X4" WIRE MESH FASTENED TO T=POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T -POST & WIRE MESH METAL T -POST TUR ER• 6 OF FILTER FABRIC - EXTEND AS REQ'D. TO MAINTAIN., INTO A TRENCH AND BE ANCHORED SPACED 6' APART WITH COMPACTED BACK FILL (, ALLOW 2.5' TO 5' AT TOE OF SILT FENCE AND/OR SLOPE FOR SEDIMENT TO HAY BALES TO BE ACCUMULATE. ALIGN FENCE USED IN AREAS OF RE: DETAIL ALONG SLOPE CONTOURS. DRAINAGE FLOW. W/ STEEL EDGING SON OF FLOW NA AL GROUND pIREC�, - 4» 4"X4" MIN. TRENCH- 4" SILT FENCE ASSEMBLY 5 INSTALL 200 SOFT. FLAGSTONE PATIO RE: DETAIL THIS SHEET RESHAPE EXISTING SWALE NOTES: 2' WIDE X 1' DEEP 1.) ALL SOLID PIPE TO SCH. 40 SWALE OVERFLOW 2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY) 98' ELEVATION TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS 4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO EXCAVATION 3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO PLANTING 2 4 2'-6" 11' 9'-6' 2'-6" WATE \ ARVESTI G TANK MORTAR FLAGSTONE " LAGSTONE 99'-7" ELEVATION GRANITE GRAVEL (i WATER LEVEL 99'--", 9' - 99'4" ELEVATION mm W r Inv --------- 9'-1" ELEVATION rimm POND IRE9$' ELEVATION 8'-10" ELEVATION LINER 2" SAND BASE i 6' ELEVATION 'FLAGSTO164E POND Bll&. R SECTION NOT TO & ^^Me n w vIEn e PAVER WALKWAY NOT TO SCALE IINSTALL 100 LF. X 18" FLAGSTONE POND BORDER - INSTALL 1000 SOFT. FLAGSTONE RE: DETAIL THIS SHEET INSTALL 150 SOFT. FLAGSTONE AT SAME ELEVATION OF PAVILION FLOOR , RE: DETAIL THIS SHEET (� .9 3" OF POLYURETHANED COMPACTED GRANITE GRAVEL BAIT GRAV NOT TO SCALE vlw1a I vnucv aid -GRADE L SURFACE EX RE: DETAIL PLANTER BEI F 3/4" COMPACTED SHED LIMESTONE UNDISTURBED SUB -GRADE EXIST.GRADE FACADE " HARDWOOD MULCH 6"x6" LIMESTONE CHOPBLOCK MORTARED IN HORIZONTALLY DRY STACKED VERTICALLY 1' CONC. BORDER w/ 3 BARS ®12" O.C. BW. WEED CLOTH STRENGTH 3000 psi I--18 WEED CLOTH PERFERATED (4" THICK MIN.) TO ALLOW WATER EXCAVATE & HAUL OFF 6" TO SEEP THROUGH. ( OF EXISTING SOIL & SOD ADD 12" BED MIX ER BE® NT N TO SCALE I i i EXIT AR-1wr PLANTE7BED "WFICh RE:PLANBED--------- \ Om 2'-6" INSTALL 125 LF. OF 6"X6" LIMESTONE CHOPBLOCK — RE: DETAIL PLANTER BED EXISTING PAVER SIDEWALK PPROX. V MORTAR BED OF 3/4" COMPACTED MSHED LIMESTONE UNDISTURBED SUB -GRADE ,/STING OUTLET P PE FLOW LINE FLAGSTONE PATI O/WALKWAY ELEVATION 98' NOT TO SCALE 101 WOOD BRIDGE 100 gm 99 98 Tai I 97-- 96 0 5 10 15 20 25 POND PROFILE 3/8 = lf'oll 30 INSTALL 25 LF. X 6" CONC. MOWSTRIP 35 �I INSTALL 20 SOFT 'OF NEW PAVER TO MATCH EXISTING PAVER SIDEWALK RE: PAVER WALKWAY 0 r 40 45 3/16 = Itmoll �� PAPER DATE: JUNE 20 ,10 PROJECT MANA DAVID WOO (979)764-388 REVISIONS: ER• (V� }� INSTALL 100 SOFT. (, OF NEW PAVER TO MATCH EXISTING PAVER SIDEWALK - RE: DETAIL - . PAVER WALKWAY W/ STEEL EDGING F 3/4" COMPACTED SHED LIMESTONE UNDISTURBED SUB -GRADE EXIST.GRADE FACADE " HARDWOOD MULCH 6"x6" LIMESTONE CHOPBLOCK MORTARED IN HORIZONTALLY DRY STACKED VERTICALLY 1' CONC. BORDER w/ 3 BARS ®12" O.C. BW. WEED CLOTH STRENGTH 3000 psi I--18 WEED CLOTH PERFERATED (4" THICK MIN.) TO ALLOW WATER EXCAVATE & HAUL OFF 6" TO SEEP THROUGH. ( OF EXISTING SOIL & SOD ADD 12" BED MIX ER BE® NT N TO SCALE I i i EXIT AR-1wr PLANTE7BED "WFICh RE:PLANBED--------- \ Om 2'-6" INSTALL 125 LF. OF 6"X6" LIMESTONE CHOPBLOCK — RE: DETAIL PLANTER BED EXISTING PAVER SIDEWALK PPROX. V MORTAR BED OF 3/4" COMPACTED MSHED LIMESTONE UNDISTURBED SUB -GRADE ,/STING OUTLET P PE FLOW LINE FLAGSTONE PATI O/WALKWAY ELEVATION 98' NOT TO SCALE 101 WOOD BRIDGE 100 gm 99 98 Tai I 97-- 96 0 5 10 15 20 25 POND PROFILE 3/8 = lf'oll 30 INSTALL 25 LF. X 6" CONC. MOWSTRIP 35 �I INSTALL 20 SOFT 'OF NEW PAVER TO MATCH EXISTING PAVER SIDEWALK RE: PAVER WALKWAY 0 r 40 45 3/16 = Itmoll �� PAPER DATE: JUNE 20 ,10 PROJECT MANA DAVID WOO (979)764-388 REVISIONS: ER• SILT FENCING DURING CONST. STEEL EDGE ALE TO MEET GRADE AT END .-. .• •-• - •• stop RESHAPE EXISTING SWALE 2' WIDE X 1' DEEP SWALE OVERFLOW 98' ELEVATION INSTALL 100 SOFT. FLAGSTONE AT SAME ELEVATION OF FLOOR RE: DETAIL HIS SHEET 111"'AVILl"m INSTALL 200 SOFT. FLAGSTONE PATIO RE: DETAIL THIS SHEET NOTES: 1.) ALL SOLID PIPE TO SCH. 40 2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY) TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS 4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO EXCAVATION 3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER, FOR APPROVAL PRIOR TO PLANTING 121 o17L__'111: ' 2'-6" MORTAR FLAGSTONE WATER LEVEL 99'--, ~i POND 98' ELEVATII LINER 6' ELEVATION FLAG STONE POND NOT TO SCALE PAVER WALKWAY NOT TO SCALE 100'-6" FF. :' • • - INSTALL CRUSHED GRANITE SURFACE- 2" BELOW PAVILION ELEVATION - RE: DETAIL THIS SHEET WATE ARVESTI / \ TANK �'! INSTALL 100 LF. X 18" / loo6,. CONC. MOW57RIP PON® :� RE: DETAIL PLANTER BED - INSTALL 100 SOFT. OF NEW PAVER TO MATCH EXISTING PAVER SIDEWALK LK RE: DETAIL PAVER WALKWAY FLAGSTONE POND BORDER - INSTALL 1000 SOFT. FLAGSTONE RE: DETAIL THIS SHEET INSTALL 150 SOFT. FLAGSTONE AT SAME ELEVATION OF PAVILION FLOOR - RE: DETAIL THIS SHEET 3" OF POLYURETHANED ` COMPACTED GRANITE GRAVEL OC� .♦ i :.. + •: i.:"r ice:. `- ::r �:'•� r.ti.• `ti •-�: ~••� `•F:+. x'•. •r•: :: \� \i GRANITE GRAV NOT TO SCALE UNDISTURBED SUB -GRADE L SURFACE EXISTING OUTLET 'W/PIPE FLOW LINE ELEVATION 98' 5 PLANTER `BED F 3/4" COMPACTED SHED LIMESTONE UNDISTURBED SUB -GLADE E' IST.GRADE I 99'-7" ELEVATION GRANITE GRAVEL \-99'4" ELEVATION 99'-1" ELEVATION i8'-10" ELEVATION ID BASE FACADE HARDWOOD 6"x6" LIMESTONE CHOPBLOCK r IN HORIZONTALLY DRY STACKED VERTICALLY CONC. BORDER STRENGTH 3000 psi WEED CLOTH WEED CLOTH PERFERAT .a TO • �i EXCAVATE & HAUL OFF 6" TO SEEP ,OUG • •r rr ► MIX �I h LA HTER BED NOt TO SCALE EXIT OFFICE, INSTALL I I I .I ►'►� � ID i— •� , i II, ----OF NEW PAVER i ATCH PF IA5 I ALL 211.!:11 CONC. MOWSTRIP ALK mm ml m ml • -- EXISTING PAVER SIDEWALK ►PROX. T' MORTAR BED OF 3/4" COMPACTED USHED LIMESTONE UNDISTURBED SUB -GRADE FLAGSTONE PATIO/WALKWAY NOT TO SCALE 10 1 151 30 25 PPONDPRONU 30 35 all 0 IV 3/16 = 1'-0" DATE: JUNE 2010 PROJECT IANAGF DAVID OOD (979)76 1-3888 REVISION SHEET: 2"X4" WIRE MESH FASTENED TO T=POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T -POST & WIRE MESH METAL T -POST 8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED AS REO'TO MAINTAIN. WITH COMPACTED BACK FILL SPACED 6' APART ALLOW 2.5' TO 5' AT TOE OF SILT FENCE AND/OR SLOPE FOR SEDIMENT TO HAY BALES TO BE ACCUMULATE. ALIGN FENCE USED IN AREAS OF ALONG SLOPE CONTOURS. DRAINAGE FLOW. CTION OF FLOW NATURAL GROUND DIRE 4" 4" 4"X4" MIN. TRENCH 20" SILT FENCE ASSEMBLY INSTALL 200 SOFT. FLAGSTONE PATIO RE: DETAIL THIS SHEET NOTES: 1.) ALL SOLID PIPE TO SCH. 40 2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY) TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS 4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO EXCAVATION 3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER, FOR APPROVAL PRIOR TO PLANTING 121 o17L__'111: ' 2'-6" MORTAR FLAGSTONE WATER LEVEL 99'--, ~i POND 98' ELEVATII LINER 6' ELEVATION FLAG STONE POND NOT TO SCALE PAVER WALKWAY NOT TO SCALE 100'-6" FF. :' • • - INSTALL CRUSHED GRANITE SURFACE- 2" BELOW PAVILION ELEVATION - RE: DETAIL THIS SHEET WATE ARVESTI / \ TANK �'! INSTALL 100 LF. X 18" / loo6,. CONC. MOW57RIP PON® :� RE: DETAIL PLANTER BED - INSTALL 100 SOFT. OF NEW PAVER TO MATCH EXISTING PAVER SIDEWALK LK RE: DETAIL PAVER WALKWAY FLAGSTONE POND BORDER - INSTALL 1000 SOFT. FLAGSTONE RE: DETAIL THIS SHEET INSTALL 150 SOFT. FLAGSTONE AT SAME ELEVATION OF PAVILION FLOOR - RE: DETAIL THIS SHEET 3" OF POLYURETHANED ` COMPACTED GRANITE GRAVEL OC� .♦ i :.. + •: i.:"r ice:. `- ::r �:'•� r.ti.• `ti •-�: ~••� `•F:+. x'•. •r•: :: \� \i GRANITE GRAV NOT TO SCALE UNDISTURBED SUB -GRADE L SURFACE EXISTING OUTLET 'W/PIPE FLOW LINE ELEVATION 98' 5 PLANTER `BED F 3/4" COMPACTED SHED LIMESTONE UNDISTURBED SUB -GLADE E' IST.GRADE I 99'-7" ELEVATION GRANITE GRAVEL \-99'4" ELEVATION 99'-1" ELEVATION i8'-10" ELEVATION ID BASE FACADE HARDWOOD 6"x6" LIMESTONE CHOPBLOCK r IN HORIZONTALLY DRY STACKED VERTICALLY CONC. BORDER STRENGTH 3000 psi WEED CLOTH WEED CLOTH PERFERAT .a TO • �i EXCAVATE & HAUL OFF 6" TO SEEP ,OUG • •r rr ► MIX �I h LA HTER BED NOt TO SCALE EXIT OFFICE, INSTALL I I I .I ►'►� � ID i— •� , i II, ----OF NEW PAVER i ATCH PF IA5 I ALL 211.!:11 CONC. MOWSTRIP ALK mm ml m ml • -- EXISTING PAVER SIDEWALK ►PROX. T' MORTAR BED OF 3/4" COMPACTED USHED LIMESTONE UNDISTURBED SUB -GRADE FLAGSTONE PATIO/WALKWAY NOT TO SCALE 10 1 151 30 25 PPONDPRONU 30 35 all 0 IV 3/16 = 1'-0" DATE: JUNE 2010 PROJECT IANAGF DAVID OOD (979)76 1-3888 REVISION SHEET: SILT FENCING DURING CONST. STEEL EDGE w 'ALE TO MEET GRADE AT END S4oA F INSTALL 100 SOFT. FLAGSTONE AT SAME '. ELEVATION OF PAVILION FLOOR RE: DETAIL THIS SHEET RESHAPE EXISTING SWALE 2' WIDE X 1' DEEP SWALE OVERFLOW 98' ELEVATION PAVILION 100'-6" FF. INSTALL CRUSHED GRANITE SURFACE 2" BELOW PAVILION ELEVATION RE: DETAIL THIS SHEET POND INSTALL 150 SOFT. FLAGSTONE AT SAME ELEVATION OF PAVILION FLOOR RE: DETAIL THIS SHEET 3" OF POLYURETHANED COMPACTED GRANITE GRAVEL GRANITE GRAY NOT TO SCALE %0"901101 vnocv w3 -GRADE EL SURFACE FLAGSTONE POND BORDER – INSTALL 1000 SOFT. FLAGSTONE RE: DETAIL THIS SHEET WOOD BR 2"X4" WIRE MESH -ASTENED TO T=POST — SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T -POST & WIRE MESH F FI TER FABRIC TO EXTEND METAL T -POST • 8 0 L AS REQ'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED SPACED 6' APART WITH COMPACTED BACK FILL ALLOW 2.5' TO 5' AT TOE OF SILT FENCE AND/OR SLOPE FOR SEDIMENT TO HAY BALES TO BE ACCUMULATE. ALIGN FENCE USED IN AREAS OF ALONG SLOPE CONTOURS. DRAINAGE FLOW. r pti OF FLOW NATURAL GROUND pIRECTI - _ 4" „ 4"X4" MIN. TRENCH—D 20" SILT FENCE ASSEMBLY MORTAR FLAGSTONE INSTALL 200 SOFT. FLAGSTONE PATIO � RE: DETAIL THIS SHEET WATER LEVEL 99' n� Pn NOTES: 1.) ALL SOLID PIPE TO SCH. 40 2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY) TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS 4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO EXCAVATION 3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO PLANTING EXISTING OUTLET W/PIPE FLOW LINE ELEVATION 98' El 2'-6" 2'-6" POND 98' ELEVATION LINER 6' ELEVATION FLAGSTONE POND NOT TO SCALE ��►�� n w urn c PAVER WALKWAY NOT TO SCALE INSTALL 100 LF. X 18" CONIC. MOWSTRIP RE: DETAIL PLANTER BED PLANTER BED RE:PLANTER BED F 3/4" COMPACTED SHED LIMESTONE UNDISTURBED SUB -GRADE 2'-6" INSTALL 125 LF. OF 6"X6" LIMESTONE CHOPBLOCK — RE: DETAIL PLANTER BED EXISTING PAVER SIDEWALK 2PROX. V MORTAR BED OF 3/4" COMPACTED .USHED LIMESTONE UNDISTURBED SUB -GRADE FLAGSTONE PATIO/WALKWAY NOT TO SCALE EXIST.GRADE .:.: E 99'-7' ELEVATION GRANITE GRAVEL 99'4" ELEVATION -99'-1" ELEVATION 98'-10" ELEVATION 4D BASE DER SECTION FACADE 2" HARDWOOD MULCH 6"x6" LIMESTONE CHOPBLOCK MORTARED IN HORIZONTALLY DRY STACKED VERTICALLY 1' CONC. BORDER w/ 3 BARS @ 12" O.C. BW. """ "" STRENGTH 3000 psi - - WEED CLOTH (4" THICK MIN.) WEED CLOTH PERFERATED TO ALLOW WATER 'EXCAVATE & HAUL OFF 6" TO SEEP THROUGH. OF EXISTING SOIL & SOD ADD 12" BED MIX LAN ER BED INSTALL 25 LF. X 6" CONC. MOWSTRIP 10 15 20 25 30 35 POND PROFILE 2 " I1 45 3/16 =1'-0" 36" PAPER SIZE DATE: JUNE 2010 PROJECT MANAGER: DAVID WO (979)764-3 REVISIONS: • `� 10 r ' . � 1 EXISTING OUTLET W/PIPE FLOW LINE ELEVATION 98' El 2'-6" 2'-6" POND 98' ELEVATION LINER 6' ELEVATION FLAGSTONE POND NOT TO SCALE ��►�� n w urn c PAVER WALKWAY NOT TO SCALE INSTALL 100 LF. X 18" CONIC. MOWSTRIP RE: DETAIL PLANTER BED PLANTER BED RE:PLANTER BED F 3/4" COMPACTED SHED LIMESTONE UNDISTURBED SUB -GRADE 2'-6" INSTALL 125 LF. OF 6"X6" LIMESTONE CHOPBLOCK — RE: DETAIL PLANTER BED EXISTING PAVER SIDEWALK 2PROX. V MORTAR BED OF 3/4" COMPACTED .USHED LIMESTONE UNDISTURBED SUB -GRADE FLAGSTONE PATIO/WALKWAY NOT TO SCALE EXIST.GRADE .:.: E 99'-7' ELEVATION GRANITE GRAVEL 99'4" ELEVATION -99'-1" ELEVATION 98'-10" ELEVATION 4D BASE DER SECTION FACADE 2" HARDWOOD MULCH 6"x6" LIMESTONE CHOPBLOCK MORTARED IN HORIZONTALLY DRY STACKED VERTICALLY 1' CONC. BORDER w/ 3 BARS @ 12" O.C. BW. """ "" STRENGTH 3000 psi - - WEED CLOTH (4" THICK MIN.) WEED CLOTH PERFERATED TO ALLOW WATER 'EXCAVATE & HAUL OFF 6" TO SEEP THROUGH. OF EXISTING SOIL & SOD ADD 12" BED MIX LAN ER BED INSTALL 25 LF. X 6" CONC. MOWSTRIP 10 15 20 25 30 35 POND PROFILE 2 " I1 45 3/16 =1'-0" 36" PAPER SIZE DATE: JUNE 2010 PROJECT MANAGER: DAVID WO (979)764-3 REVISIONS: D 88 SHEET: OF 6 U ;' mol/ � INSTALL W OVERFLOW • ) t,\\ \ / �FA I IRRIGATION LEGEND ° () o 1 1ON21110INSTALL ELECTRICAL WIRE IN V Iii►'�� 2'X2'CONC. Box �1►��i';i� , IYSTALLFCVtYT4,IY CONDUIT FROM CISTERN TO FOUN�TAIH Ilk, \-INSTALL 1/2- PAVILION POND WATER SUPPLY PIPE FROM CISTERN 4 TO FOUNTAIN � A -m -lis - INSTALL ONE 2" PVC LINES FROM POND PUMP TO CISTERN WATER HARVESTING TANK SQ SCH 40 PVC IRRIGATION SUPPLY PIPE, 4 ®15A NEW MAINLINE • LINE INTO EXISTING 11/2" MAINLINE r—TEMPORARILY REMOVE 16VOODEN CAP OFF EXISTING MAINLINE C VORTEX SEPERATOR FILTER 1 MP PUMP BASIN EXISTING PARKINGLOT SIN OUTLET SPECS FOR SEPERATOR ROMAN FOUNTAINS RFK SERIES FOAM NOZZLE KIT A FOAM NOZZLE ASSEMBLY B COMBINATION LOW WATER CUTOFF/WATER MAKEUP DEVICE C 80 WATT SUBMERSIBLE LIGHTING FIXTURED (TYP.) D SUBMERSIBLE JUNCTION BOX (TYP.) E VALVED RISER ASSEMBLY W/ STAND F SUBMERSIBLE PUMP (TYP.) • INSTALL A FX WSA 1 - INSTALL METER /BREAKER ® BALL VALVE CLASS 900 PVC RAINBIRD BLACK STRIPE TUBING DEVICE THAT VALVES RAINBIRD LANDSCAPEDRIPLINE PANEL W/ 1- 2" CONDUIT STUBOUT 12" SPACING W/.9 GPH EMITTER XB-20PC RAINBIRD EMITER AFTER RUNNING PIPE BENEATH WILL WIREINTO '-30AMP FOR CONTROLLER INSTALL INSTALL R (1) RAINBIRDINSTALL INSTALL CONTROLLER ,r-RAINBIRD (1) RAINBIRD 1" ZONE VALVES VALVE DRIP RE: DETAILS SHEET 6 OF 6 &SPECS XCZ 100 B -CO. VALVE DRIP ZONE KIT LINSTALL -100P I- \ , INSTALL FLOW SENSOR I" � , (1) RAINBIRD PEB 1" MASTER VALVE 15H P WATER HARVESTING TANK SQ SCH 40 PVC IRRIGATION SUPPLY PIPE, 4 ®15A NEW MAINLINE • LINE INTO EXISTING 11/2" MAINLINE r—TEMPORARILY REMOVE 16VOODEN CAP OFF EXISTING MAINLINE C VORTEX SEPERATOR FILTER 1 MP PUMP BASIN EXISTING PARKINGLOT SIN OUTLET SPECS FOR SEPERATOR ROMAN FOUNTAINS RFK SERIES FOAM NOZZLE KIT A FOAM NOZZLE ASSEMBLY B COMBINATION LOW WATER CUTOFF/WATER MAKEUP DEVICE C 80 WATT SUBMERSIBLE LIGHTING FIXTURED (TYP.) D SUBMERSIBLE JUNCTION BOX (TYP.) E VALVED RISER ASSEMBLY W/ STAND F SUBMERSIBLE PUMP (TYP.) • FLOOD BUBBLER (TORO 514-20) 1 - ELEC. VALVE ® BALL VALVE CLASS 900 PVC RAINBIRD BLACK STRIPE TUBING BRICK ON SAND WALK RAINBIRD LANDSCAPEDRIPLINE 12" SPACING W/.9 GPH EMITTER PARD OFFICE �.�. ►.moi �.�.�.r.�.�..�n �.���.�.�.�.�.�.' 4" POP-UP HALF SPRAYHEAD 1 - (TORO 570) DAVID 4" POP-UP HALF SPRAYHEAD IT 15A 4" POP-UP HALF SPRAYHEAD 15H (TORO 570) DAVID 4" POP-UP HALF SPRAYHEAD CLASS 900 PVC (TORO 570) BRICK ON SAND WALK 4" POP-UP ADJUSTABLE SPRAYHEAD (TORO 570) XB-20PC RAINBIRD EMITER AFTER RUNNING PIPE BENEATH BARBED INTO BLACK STRIPE TUBING W/ 1/4" LANDSCAPE DRIPLINE INSTALL AND A 1/4" TUBING STAKE 15A FREESTANDING LIGHT FIXTURES SET IN A TRIANGLE PATTERN SURROUNDING FOUNTAIN A B F 16" W.L. (BY OTHERS) \\" D E iff:iw WATER LEVEL 99' ELEVATION I 3 RFL 80 WATT FREESTANDING LIGHT FIXTURES C SET IN A TRIANGLE PATTERN SURROUNDING FOUNTAIN -p LJ '9' --SOLID COPPE GROU WIRE (BY OTI IERS) d FLANGE (BY OTHERS) d G a d SOLID COPPER GROUND WIRE (BY OTHERS) PAVILION POND FLOOR 96' ELEVATION PAVILION POND FOUNTAIN NOT TO SCALE (1) RAINBIRD XCZ 100 B -COM • VALVE DRIP ZONE KIT (1) RAINBIRD XCZ 100 B -COM VALVE DRIP ZONE KIT EXIT GENERAL NOTES: 1.) BUBBLERS TO BE 1" ABOVE MULCH IN TREE WELLS 2.) ALL PIPE NOT SIZED ON PLAN IS 1/2" IN SIZE 3.) IRRIGATION AND LAND. CONTRACTORS TO COORDINATE TREE AND IRRIGATION LOCATIONS 4.) RUN 1 EXTRA RED WIRE FROM CLOCK TO ENDS OF IRRIGATION AREAS 5.) BARRICADE TREE DRIPLINES IN VACINITY OF CONST. (COORDINATE WITH PROJECT MANAGER) 6.) SOD ALL DISTURBED AREAS W/ TIFF BERMUDA 7.)100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAYS, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION BRICK ON SAND WALT CONTRACTOR TO REI AFTER RUNNING PIPE EXIT EXISITNG MAINLINE i LINE BRICK WALK RE -RUN TWO #12 OF DIRECT BURIAL WIRES FROM EACH EXISTING CONTROLLER ,TO RWH CONTROLS AT CISTERN (1) RAINBIRD XCZ 100 B -COM VALVE DRIP ZONE KIT CLASS 200 PV ZONE VALVE (, L RE -RUN TWO #12 OF DIRECT BURIAL VWIRES FROM EACH EXISTING CONTROLLER TO RWH CONTROLS AT CISTERN EXISTIN ONE'YALVE IN Z 04 W � Z O� ~ %ox Q 0► . 4 xoi �.. W 0-0 V!� 'Waw W® L..W� - 004 W J Q O03 J W cLv3 o V VW ce rl u 0 to ox, QI _ � 1 V oC Q CL 3/16 = T-0" 2,qllit 36" PAPER SIZE DATE: JU E 2010 15H NAGER: DAVID OOD CLASS 900 PVC BRICK ON SAND WALK i CONTRACTOR TO REPAIR AFTER RUNNING PIPE BENEATH INSTALL (1) RAINBIRDINSTALL ,r-RAINBIRD XCZ 100 B -COM XCZ 1" ZONE VALVES VALVE DRIP ZONE KIT FREESTANDING LIGHT FIXTURES SET IN A TRIANGLE PATTERN SURROUNDING FOUNTAIN A B F 16" W.L. (BY OTHERS) \\" D E iff:iw WATER LEVEL 99' ELEVATION I 3 RFL 80 WATT FREESTANDING LIGHT FIXTURES C SET IN A TRIANGLE PATTERN SURROUNDING FOUNTAIN -p LJ '9' --SOLID COPPE GROU WIRE (BY OTI IERS) d FLANGE (BY OTHERS) d G a d SOLID COPPER GROUND WIRE (BY OTHERS) PAVILION POND FLOOR 96' ELEVATION PAVILION POND FOUNTAIN NOT TO SCALE (1) RAINBIRD XCZ 100 B -COM • VALVE DRIP ZONE KIT (1) RAINBIRD XCZ 100 B -COM VALVE DRIP ZONE KIT EXIT GENERAL NOTES: 1.) BUBBLERS TO BE 1" ABOVE MULCH IN TREE WELLS 2.) ALL PIPE NOT SIZED ON PLAN IS 1/2" IN SIZE 3.) IRRIGATION AND LAND. CONTRACTORS TO COORDINATE TREE AND IRRIGATION LOCATIONS 4.) RUN 1 EXTRA RED WIRE FROM CLOCK TO ENDS OF IRRIGATION AREAS 5.) BARRICADE TREE DRIPLINES IN VACINITY OF CONST. (COORDINATE WITH PROJECT MANAGER) 6.) SOD ALL DISTURBED AREAS W/ TIFF BERMUDA 7.)100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAYS, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION BRICK ON SAND WALT CONTRACTOR TO REI AFTER RUNNING PIPE EXIT EXISITNG MAINLINE i LINE BRICK WALK RE -RUN TWO #12 OF DIRECT BURIAL WIRES FROM EACH EXISTING CONTROLLER ,TO RWH CONTROLS AT CISTERN (1) RAINBIRD XCZ 100 B -COM VALVE DRIP ZONE KIT CLASS 200 PV ZONE VALVE (, L RE -RUN TWO #12 OF DIRECT BURIAL VWIRES FROM EACH EXISTING CONTROLLER TO RWH CONTROLS AT CISTERN EXISTIN ONE'YALVE IN Z 04 W � Z O� ~ %ox Q 0► . 4 xoi �.. W 0-0 V!� 'Waw W® L..W� - 004 W J Q O03 J W cLv3 o V VW ce rl u 0 to ox, QI _ � 1 V oC Q CL 3/16 = T-0" 2,qllit 36" PAPER SIZE DATE: JU E 2010 PROJECT M' NAGER: DAVID OOD (979) 7641-3888 REVISIONS* i li SHEET: A ANCHOR BOLT CHORD / \ .d a d GALVANIZED METAL ROOF PANELS CONCRETE FOUNDATION 21' DIAMETER CONCRETE FOUNDATION GALVANIZED METAL —� 21' DIAMETER WALL PANELS i B / FRONT ANCHOR C' BOLT ANCHOR_------"- - DIAMETER BOLT LIMESTONE WALL RADIUS ° O MATCH PARKS OFFICE BUILDING a / 1" SPACING FROM WATER TAN TO CONCRETE RETAINING WALL ° LIMESTONE WALL TO a BE 6" IN THICKNESS CONCRETE RETAINING WALL .d TO BE 9" IN THICKNESS a 0 0 CONCRETE FOUNDATION p� 21' DIAMETER / STORAGE TANK / 18' DIAMETER BL CKOU BLOCKOUT I 5 PAVILIO POND OVERFLOW PIPE PIER . 4- :xWATER UPPLY\ ` �'41111 4-42K INSTALL APROXIMATELY 70 LFT. OF LIMESTONE COLORED CONTINENTAL - CAPSTONE RE: SPECS RE -BAR #4 12" O.C. BOTH WAYS 9" CONCRETE RETAINING WALL — LIMESTONE WALL TO HAVE WALL TIES - 18" OC. BW. 3/4" WEEP HOLES 4' OC. THROUGH CONCRETE WALL AND MASONRY WALL a #4 TIES @ 18" C — 3" 4-#6 BARS �3'� _ PKLOT WATER SUPPLY RE -BAR #4 12" O.C. BW. �TANKO.D. SECTION A-A'i WITH ANCHOR BOLTS EMBEDDED PRIOR TO CONCRETE PLACEMENT VILION POND WATER SUPPLY PKLOT WATER SUPPLY POND WATER SUPPLY CONCRETE SLAB OVERFLOW PIPE WITH FOOTING LOCKOUTANCHOR BOLT -fT-# -HAI' ,°• ;d . d . RE -BAR #4 12" O.C. BW. NOTE: MAINTAIN A MINIMUM OF 3" OF COVER TO SIDE OF PIER. WALL HEIGHT VARIES fRON' fRON 2" WATER SUPPLY PIPE, FROM POND, IN TANK 2" WATER SUPPLY PIPE, FROM PKLOT SUMP PUMP (INTERIOR STANDPIPE) BACK 3/4" WEEP HOLES 4' OC. THROUGH CONCRETE WALL AND MASONRY WALL WATER SORAGE TANK RE: SPECS FOR MODEL CK 6" OVERFLOW PIPE (INTERIOR STANDPIPE) (TROLLER NUMBER LEGEND 1. SUBMERSIBLE PUMP 2. GT UL LISTED PUMP & RWH CONTROLLER- FLUSH MOUNT CONTROLLER INTO STONE FACADE, & ATTACH TO CONCRETE WALL 3. PUMP POWER SUPPLY (ALL POWER LINES TO BE ENCASED IN ELECTRICAL CONDUIT) 4. LOW LEVEL FLOAT SWITCH S. SECONDARY WATER SUPPLY FLOAT SWITCH 6. PUMP DISCHARGE LINE - SECURE TO TANK 7. CONTROL CONDUIT & WIRING S. PUMP DISCHARGE UNION/FLANGE 9. PITLESS ADAPTER -LOCATE UNDER ACCESS HATCH NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP @ 4' INTERVALS. EXPANSION JOINTS @ 60' O.C., CONTRACTION JOINTS @ 4' O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH #3x12"BARS@12"O.C.OR#4x12"BARS@18"O.C. 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. 6. ALL PIPE T BE SCH. 40 PVC LINER BOOT ME FLANGE GLUE OR WELD BOOT FLANGE TO MAIN LINER PRELINER - STJ TOP OF CONCRETE PIPE COUPLING a )IPE INSTALLED N COUPLING SEALANT BETWEEN PIPE AND BOOT STAINLESS STE SCREW CLAMP PENETRATI, FLANGE SET THROUGH TANK FLOOR LINER BOOT PIPE EXTERNALLY SUPPORTED PRELINER — STAINLESS CLAMP—( PRELINER--"-j INNER FLANGE LINER LINER BOOT - MAIN LINER BOOT WITH FLANGE SUPPO RT AT TANK WALL'. PRELINE INNER A FLANGE Y OUTER FLANGE MAIN LINER PRESSURE PIPE THROUGH FLANGE SET PENETRATIO FLANGE SET THROUGH TANK W. LINER PRELINER ' a LINER BOOT PLACED OVER PIPE INNER FLANGE MAIN ALLIED i FLANGE r TO SCALE s"i36" PAPER SIZE DATE: JUNE 010 PROJECT MAAGER: DAVID WO D (979)764-3 88 REVISIONS: SHEET: - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- - — ----------- — — — — — — — — — — — — — — — — — — — — — — ---- — — — — — — — — — — — — - Krenek Tat) Rd. 80.0w GENERAL NOTES: ALL ROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENEE FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOTMEASURED FROM A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED'W THE BLDG.ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. EXTERIOR BLDG. & SITE LIGHTING WILL MCgT­!l[DARDS OF SECTION 71 OF THE UNIFIED DEVELOPMENT ORDINANeCtHE LIGHTIOURCE SHALL NOT D 0 PROJECT LIGHT HORIZONTALLY.FIXTURES WILL BE MOUNTED IN SUCH A MAW THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LIKE. 100% OF GROUNDCOVER,I)ECORATIVE PAVING,DECORATIVE ROCK(NOT LOOS GRASS IS REQUIRED IN PARKING LOT ISLANDS,SWALES AND DRAINAGE AREA LOT SETBACK,RIGHTS OF WAY,AND ADJACENT PROPERTY DISTURBED DURING A PORTION OF THIS PROPERTY IS LOCATED'WITHIN THE FLOODPLAINXEMA FI H THAT 100 200 Scale 1 100' 241j36" PAPER SIZE X A pp • I pq All Ah A,� Ae 41 /yii 1b 2g- g ENTRAL W �ercWr jA' 9 'lie ,W0911 M C ,-x on Mft6h e! -ell p e R", g, Y NA� l 6, 40 °o INV, T 100 200 Scale 1 100' 241j36" PAPER SIZE X DATE: JUNE 2 PROJECT MAN, DAVID WOC (979) 764-38 REVISIONS: 300 SHEET. OF 6 10 A pp • I pq All Ah DATE: JUNE 2 PROJECT MAN, DAVID WOC (979) 764-38 REVISIONS: 300 SHEET. OF 6 10 ED EXISTING. AREA LIGHT'...' +j INSTALL 1 WATEGEAR SCID MOUNTED, PACKAGED PUMP STATION, #GT15-1.501230-CS-L, W/ AUTOMATIC FILTER E:: -j APPROXIMATE LOCATIO EXISTING UNDERGROUND / (_INSTALL ONE 2" PVC LINES FROM POND PUMP TO CISTERN TWO #12 OF DIRECT BURIEL WIRES ARE TO BE INSTALLED FROM POND PUMP TO RWH CONTROLS AT CISTERN EXISTING ELECTRICAL PANEL r WATER AND ELECTRICAL LINES HAVE SEPERATE TRENCHES I INS ALL (MARY (2) - 2" PVC CONDUITS W/ THREE #12 ELECTRICAL WIRES -'-FROM TRANSFORMER TO RWH PAVILION POND 1111PAP ME 2AF 20 40 60 ale 1" = 20' DATE: JUNE 201) PROJECT MANA DAVID WOOD, (979) 764-3886 REVISIONS: ER: i SHEET: 3 OF 6 SILT FENCING DURING CONST. STEEL EDGE 'ALE TO MEET GRADE AT END Itto F INSTALL 100 SOFT. FLAGSTONE AT SAME - ELEVATION OF PAVILION FLOOR RE: DETAIL THIS SHEET wr"OhAVILION 1oo'-6° FF, INSTALL CRUSHED GRANITE SURFACE 2" BELOW PAVILION ELEVATION RE: DETAIL THIS SHEET POND INSTALL 150 SOFT. FLAGSTONE AT SAME ELEVATION OF PAVILION FLOOR RE: DETAIL THIS SHEET `3 OF POLYURETHANED COMPACTED GRANITE GRAVEL UNDISTURBED SUB -GRADE GRANITE GRAVEL SURFACE NOT TO SCALE l� (jl Q MORTAP. FLAGSTONE FLAGSTONE 99'-7" ELEVATION GRANITE GRAVEL INSTALL 200 SOFT. � FLAGSTONE PATIO RE: DETAIL THIS SHEET WATER LEVEL 99' 99'-4" ELEVATION 99'-1" ELEVATION POND 98 ELEVATION 98'-10" ELEVATION OQ O LINER 2' SAND BASE 'ELEVATION FLAGSTONE PON® R SECTION NOT TO SCALE 7 RESHAPE EXISTING SWALE NOTES: 2' WIDE X T DEEP 1.) ALL SOLID PIPE TO SCH. 40 SWALE OVERFLOW 2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY) 98' ELEVATION TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS 4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO EXCAVATION 3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO PLANTING FLAGSTONE POND BORDER - INSTALL 1000 SOFT. FLAGSTONE RE: DETAIL THIS SHEET EXIST KEG WOOD '• I WATE \ ARVESTI G TANK am "Al T,■ .� 100'- 6" F INSTALL 100 SOFT. OF NEW PAVER TO MATCH -� EXISTING PAVER SIDEWALK RE: DETAIL PAVER WALKWAY W/ STEEL EDGING EXISTING OUTLET W/PIPE FLOW LINE ELEVATION 98' 101 100 97 98 97-- 96 0 2'-6" 2'-6" PPa\lP n ♦ vrn i► PAVER WALKWAY NOT TO SCALE INSTALL 100 LF. X 18" CONC. MOWSTRIP RE: DETAIL PLANTER BED PLANTER BED RE:PLANTER BED F 3/4" COMPACTED SHED LIMESTONE UNDISTURBED SUB -GRADE E;i1ST.GRADE ......... ......... WEED CLOTH WEED CLOTH PERFERATED-1 TO ALLOW WATER TO SEEP THROUGH. P MCI TOI'! INSTALL 125 LF. OF 6"X6" LIMESTONE CHOPBLOCK — RE: DETAIL PLANTER BED EXISTING PAVER SIDEWALK PPROX. 1" MORTAR BED OF 3/4" COMPACTED USHED LIMESTONE UNDISTURBED SUB -GRADE FLAGSTONE PATIO/WALKWAY NOT TO SCALE 5 10 15 20 25 Po"' ND PROFILE 35 , NG FACADE " HARDWOOD MULCH 6"x6" LIMESTONE CHOPBLOCK 7-L—MORTARED IN HORIZONTALLY DRY STACKED VERTICALLY 1' CONC. BORDER w/ 3 BARS Qa 12" O.C. BW. STRENGTH 3000 psi 18" (4" THICK MIN.) EXCAVATE & HAUL OFF 6" OF EXISTING SOIL & SOD ADD 12" BED MIX ER BED EXIT r INSTALL 20 SOFT 'OF NEW PAVER TO MATCH EXISTING PAVER SIDEWALK RE: PAVER WALKWAY p 45 3/16 = 11.011 6 PAPER 2"X4" WIRE MESH FASTENED TO T=POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T -POST & WIRE MESH METAL T -POST 8" OF FILTER FABRIC TO EXTEND AS REO'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED SPACED 6' APART WITH COMPACTED BACK FILL ALLOW 2.5' TO 5' AT TOE OF SILT FENCE AND/OR SLOPE FOR SEDIMENT TO HAY BALES TO BE ACCUMULATE. ALIGN FENCE USED IN AREAS OF ALONG SLOPE CONTOURS. DRAINAGE FLOW. OF FLOW NATURAL GROUND DIRECTION 4" 4"X4" MIN. TRENCH 4"-7 SILT FENCE ASSEMBLY SWPP1-03 l� (jl Q MORTAP. FLAGSTONE FLAGSTONE 99'-7" ELEVATION GRANITE GRAVEL INSTALL 200 SOFT. � FLAGSTONE PATIO RE: DETAIL THIS SHEET WATER LEVEL 99' 99'-4" ELEVATION 99'-1" ELEVATION POND 98 ELEVATION 98'-10" ELEVATION OQ O LINER 2' SAND BASE 'ELEVATION FLAGSTONE PON® R SECTION NOT TO SCALE 7 RESHAPE EXISTING SWALE NOTES: 2' WIDE X T DEEP 1.) ALL SOLID PIPE TO SCH. 40 SWALE OVERFLOW 2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY) 98' ELEVATION TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS 4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO EXCAVATION 3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO PLANTING FLAGSTONE POND BORDER - INSTALL 1000 SOFT. FLAGSTONE RE: DETAIL THIS SHEET EXIST KEG WOOD '• I WATE \ ARVESTI G TANK am "Al T,■ .� 100'- 6" F INSTALL 100 SOFT. OF NEW PAVER TO MATCH -� EXISTING PAVER SIDEWALK RE: DETAIL PAVER WALKWAY W/ STEEL EDGING EXISTING OUTLET W/PIPE FLOW LINE ELEVATION 98' 101 100 97 98 97-- 96 0 2'-6" 2'-6" PPa\lP n ♦ vrn i► PAVER WALKWAY NOT TO SCALE INSTALL 100 LF. X 18" CONC. MOWSTRIP RE: DETAIL PLANTER BED PLANTER BED RE:PLANTER BED F 3/4" COMPACTED SHED LIMESTONE UNDISTURBED SUB -GRADE E;i1ST.GRADE ......... ......... WEED CLOTH WEED CLOTH PERFERATED-1 TO ALLOW WATER TO SEEP THROUGH. P MCI TOI'! INSTALL 125 LF. OF 6"X6" LIMESTONE CHOPBLOCK — RE: DETAIL PLANTER BED EXISTING PAVER SIDEWALK PPROX. 1" MORTAR BED OF 3/4" COMPACTED USHED LIMESTONE UNDISTURBED SUB -GRADE FLAGSTONE PATIO/WALKWAY NOT TO SCALE 5 10 15 20 25 Po"' ND PROFILE 35 , NG FACADE " HARDWOOD MULCH 6"x6" LIMESTONE CHOPBLOCK 7-L—MORTARED IN HORIZONTALLY DRY STACKED VERTICALLY 1' CONC. BORDER w/ 3 BARS Qa 12" O.C. BW. STRENGTH 3000 psi 18" (4" THICK MIN.) EXCAVATE & HAUL OFF 6" OF EXISTING SOIL & SOD ADD 12" BED MIX ER BED EXIT r INSTALL 20 SOFT 'OF NEW PAVER TO MATCH EXISTING PAVER SIDEWALK RE: PAVER WALKWAY p 45 3/16 = 11.011 6 PAPER SILT FENCING DURING CONST. STEEL EDGE SWALE TO MEET GRADE AT END RESHAPE EXISTING SWALE 2' WIDE X 1' DEEP SWALE OVERFLOW 98' ELEVATION INSTALL 100 SOFT. FLAGSTONE AT SAME '• ' ELEVATION OF PAVILION FLOOR RE: DETAIL THIS SHEET PAVILION 700'-6" FF. /f INSTALL CRUSHED GRANITE SURFACE 2" BELOW PAVILION ELEVATION RE: DETAIL THIS SHEET POND INSTALL 200 SOFT. FLAGSTONE PATIO RE: DETAIL THIS SHEET NOTES: 1.) ALL SOLID PIPE TO SCH. 40 2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY) TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS 4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO EXCAVATION 3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO PLANTING 2 DFLAGSTONE POND BORDER - INSTALL 1000 SOFT. FLAGSTONE RE: DETAIL THIS SHEET INSTALL 150 SOFT. FLAGSTONE AT SAME ELEVATION OF PAVILION FLOOR . . RE: DETAIL THIS SHEET Qom. /-3" OF POLYURETHANED / COMPACTED GRANITE GRAVEL ('311ANITE GRAY NOT TO SCALE vnvia I vnoav said -GRADE L SURFACE EXISPNG WOOD BR mp�ppppp' ITl�T EXISTING OUTLET W/PIPE FLOW LINE ELEVATION 98' WATE \ ARVESTI G TANK 100'- 6" INSTALL 100 SOFT. OF NEW PAVER TO MATCH EXISTING PAVER SIDEWALK RE: DETAIL PAVER WALKWAY W/ STEEL EDGING 2'-6" ii MORTAR FLAGSTONE LAGSTONE 99'-7" ELEVATION GRANITE GRAVEL WATER LEVEL 99' — 99'-4" ELEVATION i j 99'-1" ELEVATION ME POND IF98' ELEVATION �8'-10" ELEVATION LINER\_2" SAND BASE I �! 'ELEVATION I! Ii i, FLAGSTONE POND 11"'RDER SEC NOT TO SCALE ! /'AWP n A Vcn C PAVER WALKWAY NOT TO SCALE 2'-6" RE PLANTETER R BED INSTALL 100 LF. X 18" CONC. MOWSTRIP RE: DETAIL PLANTER BED LIMESTONEMED UNDISTURBEDSUB-GRADE '/////// ,iaiiaaoiiiZelz INSTALL 125 LF. OF 6"X6" LIMESTONE CHOPBLOCK — RE: DETAIL PLANTER BED NG FACADE 'HARDWOOD MULCH 61, 6"x6" LIMESTONE CHOPBLOCK MORTARED IN HORIZONTALLY DRY STACKED VERTICALLY 1' CONC. BORDER w/ 3 BARS Q 12" O.C. BW. WEED CLOTH 18„ - STRENGTH 3000 psi (4" THICK MIN.) WEED CLOTH PERFERATED TO ALLOW WATER EXCAVATE & HAUL OFF 6" TO SEEP THROUGH. OF EXISTING SOIL & SOD Ann 19" RFD "m 0 INSTALL 25 LF. X 6" ►� EXISTING PAVER SIDEWALK PPROX. T' MORTAR BED OF 3/4" COMPACTED MSHED LIMESTONE UNDISTURBED SUB -GRADE IFLAGSTONE PATIO/WALKWAY NOT TO SCALE 5 10 15 20 25 POND PROFILE= 30 35 insPC 1I DATE: JUNE PROJECT MA DAVID Wt (979) 764-: REVISIONS: 45 SHEET: 3/16 =1'-0° 6" PAPER SIZE of 6 ,[[fes -10!! - 2••X4" WIRE MESH FASTENED TO T=POST - SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T -POST & WIRE MESH METAL T -POST 8" OF FILTER FABRIC TO EXTEND AS REQ'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED SPACED 6' APART WITH COMPACTED BACK FILL ALLOW 2.5' TO 5' AT TOE OF SILT FENCE AND/OR / SLOPE FOR SEDIMENT TO HAY BALES TO BE _ ACCUMULATE. ALIGN FENCE USED IN AREAS OF ALONG SLOPE CONTOURS. DRAINAGE FLOW. OF FLOW NATURAL GROUND DIRECTI� ON u 4"X4" MIN. TRENCH 4" SILT FENCE ASSEMBLY SWPPI-03 INSTALL CRUSHED GRANITE SURFACE 2" BELOW PAVILION ELEVATION RE: DETAIL THIS SHEET POND INSTALL 200 SOFT. FLAGSTONE PATIO RE: DETAIL THIS SHEET NOTES: 1.) ALL SOLID PIPE TO SCH. 40 2.) CRUSHED LIMESTONE SURFACE(PROVIDED BY CITY) TO BE 3" THICK EQUALING APROXIMATELY 12 CUBIC YARDS RE: STABILIZER SPECS FOR INSTALLATION INSTRUCTIONS 4.) MARK POND EDGES NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO EXCAVATION 3.) FLAG LOCATIONS OF PLANTS & NOTIFY PROJECT MANAGER FOR APPROVAL PRIOR TO PLANTING 2 DFLAGSTONE POND BORDER - INSTALL 1000 SOFT. FLAGSTONE RE: DETAIL THIS SHEET INSTALL 150 SOFT. FLAGSTONE AT SAME ELEVATION OF PAVILION FLOOR . . RE: DETAIL THIS SHEET Qom. /-3" OF POLYURETHANED / COMPACTED GRANITE GRAVEL ('311ANITE GRAY NOT TO SCALE vnvia I vnoav said -GRADE L SURFACE EXISPNG WOOD BR mp�ppppp' ITl�T EXISTING OUTLET W/PIPE FLOW LINE ELEVATION 98' WATE \ ARVESTI G TANK 100'- 6" INSTALL 100 SOFT. OF NEW PAVER TO MATCH EXISTING PAVER SIDEWALK RE: DETAIL PAVER WALKWAY W/ STEEL EDGING 2'-6" ii MORTAR FLAGSTONE LAGSTONE 99'-7" ELEVATION GRANITE GRAVEL WATER LEVEL 99' — 99'-4" ELEVATION i j 99'-1" ELEVATION ME POND IF98' ELEVATION �8'-10" ELEVATION LINER\_2" SAND BASE I �! 'ELEVATION I! Ii i, FLAGSTONE POND 11"'RDER SEC NOT TO SCALE ! /'AWP n A Vcn C PAVER WALKWAY NOT TO SCALE 2'-6" RE PLANTETER R BED INSTALL 100 LF. X 18" CONC. MOWSTRIP RE: DETAIL PLANTER BED LIMESTONEMED UNDISTURBEDSUB-GRADE '/////// ,iaiiaaoiiiZelz INSTALL 125 LF. OF 6"X6" LIMESTONE CHOPBLOCK — RE: DETAIL PLANTER BED NG FACADE 'HARDWOOD MULCH 61, 6"x6" LIMESTONE CHOPBLOCK MORTARED IN HORIZONTALLY DRY STACKED VERTICALLY 1' CONC. BORDER w/ 3 BARS Q 12" O.C. BW. WEED CLOTH 18„ - STRENGTH 3000 psi (4" THICK MIN.) WEED CLOTH PERFERATED TO ALLOW WATER EXCAVATE & HAUL OFF 6" TO SEEP THROUGH. OF EXISTING SOIL & SOD Ann 19" RFD "m 0 INSTALL 25 LF. X 6" ►� EXISTING PAVER SIDEWALK PPROX. T' MORTAR BED OF 3/4" COMPACTED MSHED LIMESTONE UNDISTURBED SUB -GRADE IFLAGSTONE PATIO/WALKWAY NOT TO SCALE 5 10 15 20 25 POND PROFILE= 30 35 insPC 1I DATE: JUNE PROJECT MA DAVID Wt (979) 764-: REVISIONS: 45 SHEET: 3/16 =1'-0° 6" PAPER SIZE of 6 ,[[fes -10!!