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HomeMy WebLinkAbout500 West Aiport Blvd Plans water feature Placid Lake AptsA a n THE WATER LEVEL IN EACH FEATURE SHALL BE SET TO Be APPROXIMATELY 6" BELOW THE HIGHEST ELEVATION OF EACH POND. SET WEIR HEIGHTS (IF APPLICABLE) TO PROVIDE ENOUGH FREEBOARD TO PREVENT WATER L055 DURING OPERATION. ALL UNDERWATER LIGHT FIXTURES SHALL HAVE SUFFICIENT CORD TO ENABLE THE USE OF JUNCTION BOXES MOUNTED IN THE PLANTING AREAS ADJACENT TO THE POND(S). VERIFY THE LOCATION OF EACH JUNCTION BOX WITH THE OWNER'S REPRESENTATIVE PRIOR TO ACTUAL PLACEMENT. NOTE THAT EACH LIGHT FIXTURE SHALL BE PLACED TO HAVE A MINIMUM OF 2" OF WATER OVER THE LENS AS WELL AS NO MORE THAN 4" OF WATER OVER THE LENS. THE ROCKS DEPICTED IN THE ATTACHED DRAWINGS ARE TO Be SIMILAR IN NATURE AND APPEARANCE TO THOSE UTILIZED IN THE WATERFEATURE AT THE ALAQUA ENTRANCE WATERFEATURE. NO EQUIPMENT SUBSTITUTION SHALL BE PERMITTED WITHOUT WRITTEN AUTHORIZATION FROM THE ENGINEER (PRIOR TO INSTALLATION). ALL DISPLACED EARTH SHALL Be BACKFILLED AND COM— PACTED TO ACHIEVE A DENSITY OF q5% (OR GREATER) OF THE OPTIMUM MODIFIED A.S,T.M. PROCTOR TEST: ALL FLOORS ARE TO SLOPE TOWARD THE DRAINS) IN ORDER TO FACILITATE DRAINING OF THE PONDS. ALL FITTINGS THAT ARE VISIBLE IN THE PONDS SHALL BE PAINTED BLACK. THE CONTRACTOR SHALL SUBMIT COLOR SAMPLES OF THE MATERIALS & GRATE INDICATED, THE INSTALLATION OF THE PIPING AND EQUIPMENT SHALL CONFORM TO ACCEPTED WORKMANSHIP STANDARDS AND MANUFACTURER SPECIFICATIONS. ALL PIPING SHALL BE TESTED AS FOLLOWS: I. PRESSURE PIPING: 50 PSI PRESSURE TEST FOR A 24 HOUR PERIOD. 2: ALL SUCTION PIPING SHALL BE PRESSURE TESTED TO 30 PSI AS ABOVE OR BE STATIC TESTED WITH A 10 FOOT HEAD FOR A 48 HOUR PERIOD. THE ENGINEER (OR HIS REPRESENTATIVE) SHALL VERIFY THI5 TEST PRIOR TO COVERING THE PIPING SYSTEMS. ALL PIPING SHALL Be PVC - SCHEDULE 40. THE CONTRACTOR SHALL FLUSH ALL PIPES PRIOR TO "STARTING" THE FILTRATION SYSTEMS. UNDER NO CONDITIONS SHALL THE UNDERWATER LIGHTS Be ENERGIZED PRIOR TO CLEAN WATER BEING PLACED IN EACH FOUNTAIN. RWSI SHALL CHEMICALLY BALANCE THE WATERFEATURE5 PRIOR TO ACCEPTANCE BY OWNER. ADDITIONALLY, RWSI SHALL PROVIDE THE FOLLOWING: - OPERATION OF THE WATERFEATURES WITH THE OWNER'S PER- SONNEL'S FOR OBSERVATION AND TRAINING. - PROVIDE THREE (3) OPERATIONAL MANUALS TO INCLUDE: - ALL MANUFACTURER WARRANTIES AND INSTRUCTIONS - TELEPHONE AND ADDRESSES OF ALL DISTRIBUTORS AND MANUFACTURERS FOR THE EQUIPMENT USED - WRITTEN INSTRUCTIONS WOTH SPECIFIC . INSTRUCTIONS EXPLAIN- ING NORMAL OPERATION, FILTER CLEANING OPERATIONS, CLEANING OPERATIONS OF THE FEATURES, REPLACEMENTS OF NORMAL WEAR ITEMS (LAMPS, ETC.), PROPER DRAINING OF THE PONDS, AND OTHER REQUESTED ITEMS AS NEEDED BY THE OWNER. RWSI SHALL PROVIDE A SPACE FOR MOUNTING OF THE SIGNS IN WATERFEATURE # I, #2, #3, & FRONT ROCKFEATURE AS SHOWN ON THE DRAWINGS. THE GENERAL CONTRACTOR SHALL PROVIDE THE FOLLOWING: - GRADING (ANU THE SUPPLY OF FILL) AS NEEDEP TO COMPLETE THESE WATERFEATURES, N - ALL EARTH & FILL SHALL Be PLACED AND COMPACTED TO q5% DENSITY PRIOR TO R101 CrIhIMENCING WORK IN THAT RESPECTIVE AREA „.af �x RWSI SHALL PROVIDE TESTING OF THE COMPACTED EARTH TO DETERMINE PROPER (015% DENSITY) COMPACTION PRIOR TO COMMENCING WORK. 7 R /`N 41 E E 0 Q � 0 0 Q U C y E N N 0 Q cC U N co �a Y 0 M 0 Y 0 L 01 0 a 0 U C N tHE STREET Q � ,ro Property Line 0 E C ro C_ 06 U O ¢ r 3 a) E a 0 ® PLAN UU SCALE: >" = 30' 1 :10 rd ' q r . '' o Uslop co ro Iwo cn (j cJ ♦t .� I 1 Q 3 FRON,r SIGNAGE Vi) ,t I co N _ 0 t Z 110' BLDG. SETBACK--- FROM CAL ?I li 2 $co d �7 N 36• 21" v�s5.00' ,o' FUTURE PROPOSED �(�JDCX TO DG�i °�O(�l�iS �qq Ca o b �, R.O.W. LINE a -`: SIDEWALK (TYP) o + ca - _. _ . .. _.� _ _ E.L.F. LE-7 GENERAL NOTES AND SITE AREA .2 LE-8 WATERFEATURE I AND SECTIONS 8 C' • . � < < AIRPORT BOULEVARIT - _T--- LE-8.1 WATERFEATURE #1 PIPING c� >- LE-q > WATERFEATURES #2 & #3 u m SHE�( LAYOUT �LE-10 DETAILS, PYLASTERS, & SMALL RETAINING WALL w O w ; 7 11 E L� A 1! O U U `_ F I!-1l O lJ V U � K`3 IJ V !�1 � E LE -II FRONT SIGNAGE ROCK FEATURE � -r Rp �Tl� { FRONT VIEW OF WATERFALL AREA „ S E: 1 " - FO � EN TRANCE SIGNA I ^' PLAN V� L� UU � �� SHEET NO SITE LAY OUT — ENTRANCE WAT R' FE ATURES DISGUISE WATER FILL VALVE _.,) WITH ART. ROCKS. —� Y TOP OF POND #4 NOTE: ELEVATION BASED 0 CURB AT STREET BEING AT Off ELEVATION. 4 —.5 FLOOR OF POND ; STONE —FACED PLASTER CAP AT LOWER POND SHORELINE WRAP LINER BACK INTO CONCRETE CONCRETE SHORELINE MATERIAL I" POUTRY NETTING 3" CONCRETE BOTTOM / WALLS 20 MIL PVC LINER q5% COMPACTED FILL/EARTH 11�i SECT'oON VEW VARIES — SEE SHEET LE-7 OP OF POND #4 /I— r-�rFr=�)I A STREET — I IW.E- 0 B1iI- =1 �MR"E T CURo D POND EDU" 5 2" 1 ' SCALE.- > = SCC irPON VEW / .� g0g2-8 Eti SCALE: NONE /1 2'x2' GRID ESTABLISHED FOR PROPER LAYOUT OF FOUNTAIN STRUCTURE CURB ELEVATION AT STREET IS ASSUMED ,. ELEVATION OF Off �j -".o COMPACT' EARTH FOR FILL SHALL BE SUPPLIED ANC` GRA1E BY THE GENERAL CONTRACTOR. J, 7 _ n' — 8.5' f ( y ' `r T OP OF ROCK TOP OF WEIR WATERLINE _h_1.0' WATER LEVEL POND # FLOOR OF POND #4 >� —1.0' TOP OF FOOTER FREESTANDING LIGHT (TYP. 4 PLACES) > THE ARTIFICIAL ROCK AT ALL ROCK AREAS INDICATED ON THESE SHEETS /0 SIGN LOCATIONS BY 4" ARE TO REPRESENT ARTIFICIAL "POSITIVE METHOD" .OW FOR THE OWNER —SUPPLIED ROCK. THE FINISHED ROCK WILL REPLICATE AN INSTALLATION OF SIGNS AND ALABAMA LEDGE ROCK APPROXIMATION SIMILAR 'HTING BY SIGN CONTRACTOP', ...:.,�`_ TO THE ROCK AT THE "ALAQUA" PROJECT. TAIL #6 THIS SHEET FOR SIGNAGE f_�. r• , GENERAL CONTRACTOR RESPONSIBILITIES I. 3 PHASE / 208 V.A.0 REQUIRED Q TO THE PUMP LOCATION (by Florida Power) 2. WATER SUPPLY FROM THE STREET LOCATED "IRRIGATION PIPE". SEE SHEET LE-7 FOR LOCATION. PRIMARY WATER SUPPLY IS FROM THE RECLAMATION WATER SOURCE LOCATED IN THE RIGHT OF WAY. A SECONDARY 1.5" COLD WATER PIPE SHALL BE EXTENDED FROM BUILDING # 1 TO ALL WATER FEATURES. (this Is by R.W.S.I.) SEE DETAIL #2/LE-10 FOR PIPING AT FILL LINE.'11w 3. PROV(1PE," GRADE, & COMPACT F ILL AS INDICATED ON THESE DRAWINGS. Water Di.4ribution by R.W.S.I. Y = I =' .I 'O 0 3 c m 0 g E ° C O £ U O ROCK / WING WALL BEYOND a 4" THICK SHOTCRETE POND — — — — — (3,000 PSI AT 28 DAYS) E SIMULATED ROCKWORK ° #3 REBAR PLACED AT 12" O.C•E.W, a 0'`� ' •f`"" CONCRETE FOOTER CONTINUOUS 02"W x 611H) ° (UNDER SIMULATED ROCKWORK EDGE 3,000 PSI) o - 2 — #3 REBAR PLACED IN FOOTER °C III I I UNDER EDGE OF ROCKWORK ° U WATER SUPPLY FROM FEATURE PUMP POND TO POND DRAIN PIPE #5 REBAR PLACED 12" O.C. t p RETAINING WALL HEIGHT MAY NOT IN CMU WITH FILLED CELLS INCREASE WITHOUT WRITTEN PERMISSION CONCRETE IN CELLS SHALL BE FROM THIS ENGINEER. 3,000 PSI 12" x 12" CMU WITH ai ')UP —WALL REINFORCEMENT PLACEDCL 8" O.C. VERTICALLY #5 REBAR PLACED 12" O.C•E.W• a IN CONCRETE FOOTER. CONCRETE o SHALL BE 3,000 PSI AT 28 DAYS q5% COMPACTED EARTH Y —;ri > ° PLACE ONE LAYER OF PVC LINER BETWEEN FOOTER ON POND TO PREVENT BONDING G�OND 4 3 WATERW AL L ST�", MCTURE F.� SECTON E SCALE: NONE V VU ' ° WEIR BETWEEN. PONDS c. .`� NOTE: TOP ELEVATION OF ROCK WILL DEFO NCA-150 CASCADE JET o VARY DEPENDING / ON LOCATION OF SECTION CUT DEFO UNDERWATER LIGHT 6.0' tvp SIMULATED ROCK — POSITIVE METHOD y P OF ROC ,� -� WITH #3 REBARS ...,:>>'•..,.,.,.._._ POND STRUCTURE (SEE DETAIL #4/LE-8) 11.1 TOP 0 POND # I LIGHT CORD TO JUNCTION BOX WEIR POND SEE FOOTER NOTES ON DETAIL 2/LE8 0 cn 3/4" CONDUIT FOR LIGHT CORD c (COVER CONDUIT WITH POND TEXTURE) E VALVE FOR ADDITIONAL WATER OVER WEIR -FTOP OF POND #4 WATER FEATURE PIPE TO PUMP AREA E TER L E A POND #4 POND TO POND DRAIN PIPE ° a co SIMULATED ROCKWORK co '15% DENSITY COMPACTION NOTE: SEAL AROUND ALL PVD PIPE PENETRATIONS o REQUIRED UNDER ENTIRE THROUGH LINER Wi-.'i-I BUTYL TAPE AND STAINLESS POND AREAS STEEL CLAMP(S). 3 ° E WMG3 AT F"OND it ° T SECTMN VM UU SCALE: 1/2" = 1' X ° 3 iv e". WEIR BETWEEN PONDS 0 ;.•• NOTE: TOP ELEVATION OF o DEFO NCA-150 CASCADE JET 0 +, ROCK WILL VARY DEPENDING ° N ON LOCATION OF SECTION CUT) -H DEFO UNDERWATER LIGHT r 7.0' t ''" SIMULATED ROCK — POSITIVE METHOD f ` OP 0 ROC" "+ I WITH #3 REBARS •:., �f.,,;. �, in )"" " POND STRUCTURE (SEE DETAIL #4/LE-8) OP 0 P LIGHT CORD TO JUNCTION BOX I + This sign is 16 square feet SEE OWNER FOR SIGN DETAILS STONE —FACED PLASTER CAP�� ON TOP OF POND EDGE NOTE: RWSI IS NOT SUPPLYING THESE,_ P 0 POND 4 SIGNS —THIS DETAIL IS SHOWN • FOR COORDINATION PURPOSES n FWATE�R LEVEL P D ; �I c� STONEB Ro OK ONLY. RWSI TO PREPARE A SPACE LARGE ENOUGH" APARTMENTS TO ACCOMODATE THIS SIGN IN THE LOCATIONSOL •; — " INDICATED ON WATER FEATURE #1 AND ALSO -PPLOOR POND #4 ON THE FRONT ROCK FEATURE. l� 6'-611 ° �c"N [rr 0GD Veil°fro I 0 F1 0 N T OCA EA f. 0 LE. /2 — 1 s,rp Il V tJ L� U U d...,...,. 'tq....._ WEIR AT POND #2 0 '-,-TOP OF PO D—#,T-- . �� `rER LEVEL AT PP D #4 ED E SEE FOOTER NOTES ON DETAIL 2/1,E8 3/4" CONDUIT FOR LIGHT CORD (COVER CONDUIT WITH POND TEXTURE) VALVE FOR ADDITIONAL WATER OVER WEIR WATER FEATURE PIPE TO PUMP AREA POND TO POND DRAIN PIPE SIMULATED ROCKWORK NOTE: SEAL AROUND ALL PVC PIPE PENETRATIONS THROUGH LINER WITH BUTYL TAPE AND STAINLESS STEEL CLAMP(S). SCALE. 1/2 " = I' BISHOP GRAPHICS/ACCUPRESS REORDER NO. A48312 CASCADE JET (3 RE 'P) PEFO NCA-150 1.5" NPT CONNECTION DEFO NCA-150 1.5" NPT CONNECTION DEFO NCA-200 2" NPT CONNECTION 6" FROM FEATURE PUMP r -c--- — FEATURE WL ET pRNG PLAN VEW B POOL TO - POOL DRAIN EXTEND ALL PIPING TO THE PUMP LOCATION (SEE SHEET LE-8 FOR PIPING TRENCH LAYOUT) 3 CASCADE JET 4 PE 'P) E8.1 DEFO NCA-150 A 1.5" NPT CONNECTION -"r-� VEO,/ VAK-PAK MD12/4/2/2 7 MAIN DRAIN POT W FRAME & GRATE 2 VAK-PAK MD 18/l0/2/2 HAYWARD #SP-1033 -� -E SCALE: 118 " = 1 ' '�4 p DEFO NO A DIVA B DIM E DIM INLET (NPT) (88P) NCA-150 q" 3.75" .5" 1.501, NCA-200 II" 1 4.5" 1 .5" 1 2" NOTES: I. DIMENSION "E" MUST BE MAINTAINED FOR OPTIMUM EFFECT. 2. REQUIRES NON -TURBULENT WATER SUPPLY 3. A CONSTANT NON VARYING WATER LEVEL IS REQUIRED. 4. INSTALL A "JANDY" BALL VALVE BENEATH EACH NOZZLE FOR HEIGHT ADJUSTMENT. DEFO CASCADE JET SCALE: NONE PEFO ELC-015 P LAMP # E05-250 WATER LEVEL LENS GUARD - R.W.S.I. SHALL: INSTALL I" CONDUITS TO EACH LIGHT (THRU S ORDER EACH LIGHT WITH SUFFICIENT CORD LENGTH TO REACH ITS R.ESPFCT IVE JUNCTIC 13ax. SUPPLY ELECTRICAL POWER TO EACH JUNCTION BOX FROM THE MASTER JUNCT. BOX - SEE KMA FOR FINAL LOCATION OF ALL JUNCTION BOXES. INSTALL ALL ELECTRICAL CIRCUITS, WIRING, J/B, UNDERWATER LIGHTS IN ACCORDANCE WITH N.E.C. AND LOCAL CODES. GROUND ALL ITEMS IN ACCORDANCE WITH ALL CODES. PROVIDE ALL WIRING, BREAKERS, STARTERS, ETC. TO PROVIDE A COMPLETELY OPERATIONAL SYSTEM. 5" EXTEND MAIN CONDUIT TO PUMP AREA , 3" O F O 2.5" 3" OD ® , v �-o— O MAIN DRAIN 4" 12" FEATURE SUCTION ICAIUKC KCIUKN RECIRC PUMP f BUTTERFLY VALVE 8" FEATURE PUMP BURY SAND FILTER SO THAT ONLY THE MULTIPORT VALVE IS VISABLE ON TOP OF THE GROUND. ' BALL OR B/F VALVE (� CHECK VALVE 1.5" TO WASTE (BY GEN. CONTRACTOR) pfp4HQ 8 H E M A T � PP ER'S P ECTWE SCALE: NONE 7r 7'-0' 6'-8" ONCRETE MASONRY UNITS #4 REBARS VERTICAL 16" O.C. 8 - -#4 REBAR PLACED AT TOP (v N PERIMETER 1 COVER ALL REBARS Irl CMU'S 0 - - - BY FILLIrIG CELLS WITH 2,500 PS! CONCRETE FRONT VIEW EARTH ELEVATION PAD WITH CMU WAILS 2' Cl 0 C, oi ND U G H T C Q N DD U T S RWSI 0 EXTEND TO (/ CULVERT NEAR STREET SCALE: 1/8" = 1' a (MAX. DISTANCE 30') ,> ' A B s v DEFO NO A DIM. B DINT. C DIM. D DIM. H OPTIMUM ELC-015 8.5" q.75" 10.25" 6.511 211 UNDERWATER LIGHT FIXTURE PLAN VIEW SCALE: NONE PLAN VIEW CONCRETE PAD ALUM MUM LID NOTES #4 REBAR 12" O.C.E.W. R`Y51 SHALL FABRICATE AN ALUMINUM 2,500 PSI CONCRETE LID TO PROVIDE PROTECTION FROM THE ELEMENTS FOR THE EQUIPMENT INSIDE 16" „ 4'-4" „ 16" THE ENCLOSURE SHOWN ON THIS DETAIL. SECTION VIEW THE ALUMINUM M) SHALL COVER THE E-HTIRE TOP AREA OF THE ENCLOSURE AND BE MOVABLE CONCRETE PAD TO PROVIDE MAINTENANCE SPACE FOR THE OPERATORS. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO THE INSTALLATION OF THE LID. RWSI SHALL PAINT THE EXTERIOR SURFACES OF THE CMU'S - SEE OWNER FOR COLOR SELECTION. THE GENERAL CONTRACTOR SHALL PROVIDE PLANTINGS & SHRUBS TO DISGUISE THIS ENCLOSURE AND SHIELD IT FROM VIEW. NOTE THAT SHE EARTH AROUND THIS ENCLOSURE IS TO GRADED TO BE ASSIST IN THE CONCEALMENT EFFORTS. ALL VEWS SCALE: 114 " = I' NO. T OATALOOM ! DESCRprTION I I BERKELEY 86ZPL-20 20 HP FEATURE PUMP = 850 GPM U 45 TDH 2 1 PAC-FAB MULTIPORT 2" MULTIPORT VALVE - MAX. FLOW: 125 GPM 3 1 PAC-FAB CHALLENGER MODEL # 34-2235 - 2 HP = q2 GPM @ 3q TDH 4 1 PAC-FAB TA-60 HIGH RATE SAND FILTER - 3.14 50. FT. 5 1 CLA-VAL 124 FRESH WATER FILL SYSTEM 6 NM p" FOL TAN RNMAMS A FEATURE SUCTION 41' B FEATURE SUCTION 1211 C POND # I RETURN 2,5" NOTE 2" BY-PASS LINE & CK. VALVE 0 WATERFALL RETURN 61 NOTE: CHECK VALVE REQUIRED E LOWER POND RETURN 3" F FEATURE RETURN 2.511 G POND #2 RETURN ,5" NOTE: CHECK VALVE REQUIRED H EXTRA LINE 211 1 DRAIN OVERFLOW 2" J FILTER TANK DRAIN 151 BISHOP ORAPHICSIACCUPRESS j REORDER NO. A48312 0 t: VUz O 7A �IL I I �---t- I —4- 0 �- -� -- — -� -- -- -- - - - �- - - - r -- - -- --- L - — k-4 o r I I I , I i I FOUNTAM 3 LAYOUT SCALE: 1 /8 " = 1 3 CASCADE JET 5 REQ'D (T)MAIN DRAIN POT W . FRAME & E8.1 DEFO NCA-150 E'10 VAK—PAK MD 12/4/2 1.5" N.P.T. CONNECTION HAYWARD #5P-1032 PUMP LOCATION (VERIFY) g O 4" 0 c r 611 '-- PLACES RWSI SHALL EXTEND THIS WASTE/OVERFLOW PIPE TO THE OPEN DRAINAGE DITCH 3 LOCATED IN THE RIGHT —OP — WAY (MAX. DISTANCE IS 30') o tg q j Q FOUNTAM *3-- PMN PLAN VMW SEE CIVIL DRAWINGS FOR ACTUAL CURB ,�Q� DETAILS CURB AT STREET STREET �� cIOg2—q n� USE CAUTION TO INSURE THAT CURB AREA IS NOT UNDERMINED WHILE INSTALLING THE POND ADJACENT TO THIS AREA. 2 REOV ORDER UNDERWATER LIGHTS WITH SUFFICIENT CORDS TO REACH THE JUNCTION BOX LOCATIONS STREET LOCATED IN THIS AREA — SEE SHEET LE-7 4 UNDERWATER LIGHT FIXTURE (8 REQ'D E8.1 DEFO ELC-015 P LAMP # E05-250 SCALE. 1 /8 " = 1 STONE —FACED POND EDGE Set pond edge facing level with curb. SEE DETAIL #4/LE8 FOR ADDITIONAL INFORMATION AND MATERIALS IDENTI— FICATION, ETC. WATE�FEATU�E AT CUB: S E10000IOf SCALE: 1 . • T I— fs :ram ��� iav1 FOUNTAM-- 2 o LAYOUT PUMP � GRADING CONTOURS (BY GEN'L CONTRACTOR) Grading for Wilterfeat res ,l12 & 113,are Idenhcay P- SCALE: 118 " = 1' �51 E NUI L FOR U/L CORD LENGTHS) FOUNTAM 2 PMNQ PLAN V �E UU ��po ROCK O 611 FEATURE SUCTION BALL / BUTTERFLY VALVE CHECK VALVE R.W.S.I. SHALL MAKE ARTISTIC MODIFICATIONS OF THIS ROCK DESIGN AS NEEDED IN THE I,;,,,;a',�rs..�•a.a "c. '�"`y h""vy. :'3,,,�.1'. c� q�. � �"":""�. GENERAL CONTRACTOR RESPONSIBILITIES ' I. I PHASE / 208 V.A.0 REQUIRED TO THE PUMP LOCATIONS 2, WATER SUPPLY FROM THE STREET Q LOCATED "IRRIGATION PIPE". SEE H _I, — SEE ADDITIONAL NOTES ABOUT SEC— ONDARY WATER SUPPLY FROM BLDG # 1 ON SHEET LE-8). <...« by R.W.S.I. Q SCALE: 118 " = 1 ' ALL ELEVATIONS FOR PONDS 2 & 3 ARE IDENTICAL CONTACT THIS ENGINEER FOR LAYOUT APPROVAL dft ELEV PLAN VIEW ROCK SCALE: 118 " = 1 CONCRETE PRECAST PAD ONE PUMP SYSTEM IS REQUIRED FOR EACH WATERFEATURE PERSPECTWE SCALE: NONE PUMP & FILTRATION EQUIPMENT (REQ'D FOR EACH FEATURE) NO. TY CATALOGUE f DESCRIPTION I I SPECK PUMP — 4 N.P. MODEL # 21-50 33 1 PHASE — 208 VOLTS 345 GPM ® 40 TDH 2 1 PAC—FAB TA-40 HIGH RATE SAND FILTER — I.q2 SQ. FT. 3 j PAC=-FAB MULTIPORT 1.51' MULTIPORT VALVE 4 I CLA-VAL FRESH WATER FILL SYSTEM 5 NO. GkTY CATALOGUE f DESCRIPTION 6 7 1.51' BALL VALVE PROPORTIONAL FLOW — SOCKET ENDS 7 * 2" BALL VALVE PROPORTIONAL FLOW — SOCKET ENDS 8 2 2.51' BALL VALVE PROPORTIONAL FLOW — SOCKET ENDS q 1 3" BALL VALVE PROPORTIONAL FLOW — SOCKET ENDS 10 1 4" BALL VALVE PROPORTIONAL FLOW — SOCKET ENDS II 1 4" CHECK VALVE NON —SLAM — WITH FLANGES OR EAZY REPAIR 12 * NOT USED �... 112 , " 21 NO. PIPE FOUNTAIN REMARKS A FEATURE SUCTION 6" B FEATURE RETURN —LOWER 3" WITH 1,5" BY—PASS TO FILTER C FEATURE RETURN — UPPER 4" D NOT USED 2" E OVERFLOW WASTE 2" EXTEND TOWARD STREET 5 F FRESH WATER FILL III PIPE INTO CLA—VAL G PUMP TO WASTE 1.511 FROM MULTI —PORT VALVE H 1 J WEIR BETWEEN PONDS 0 DEFO NCA-150 CASCADE JET -H DEFO UNDERWATER LIGHT STONE —FACED PLASTER AT TOP EDGE _ POND STRUCTURE (SEE DETAIL #4/1,E-8) OP OF UPPER POND - LIGHT CORD TO JUNCTION BOX T UPPER POND a 3/4" CONDUIT FOR LIGHT CORD ' (COVER CONDUIT WITH POND TEXTURE) VALVE FOR ADDITIONAL WATER OVER WEIR WATER FEATURE PIPE TO P OP R POD _ PUMP AREA WATER L 0 R D POND TO POND DRAIN PIPE SIMULATED ROCKWORK NOTE: SEAL AROUND ALL PVD PIPE PENETRATIONS THROUGH LINER WITH BUTYL TAPE AND STAINLESS STEEL CLAMP(S). WOR UPPER LOWER PONDS SECTMN VMW SCALE: NONE Z > .> O W: uj y U! 1 BISHOP GRAPHICSIACCUPRESS l REORDER NO. A148312 LE=9 PVC: PIPS I" WIDE BUTYL TAPE PVC LINER CONCRETE BEING PENETRATED STAINLESS STEEL CLAMP (AROUND PIPE, LINER, BUTLY) : F_- THE STAINLESS STEEL CLAMP JD THE PIPE AND TIGHTEN AS MUCH AS POSSIBLE. APPYL TAPE ADDITIONAL BUTYL TAPE TO OUTSIDE OF CLAMP FOR PROTECTION. PIPE PENETRATION THROUGH LINER SEC4POUJ VVEW SCALE ,vohE HOOT USErD BLACK -TONE CONCRETE STAIN 3,000 PSI SHOTCRETE CONCRETE FILLER MAIN DRAIN BOX FRAME & GRATE - BLACK -TONE 18" x 18" OVERALL GRATE SIZE CHICKEN WIRE IIIPVC (SEE PIPING PLAN) IIIPVC LINER UNDER SHOTCRETE I I III HYDROSTATIC RELIEF VALVE - III i COLLECTOR TUBE � Z95%. O O � 3/4" CRUSHED ROCK DENSITY � O COMPACTED O Lo EARTH O O O SECURE THE PVC LINER TO THE MAIN DRAIN PIPE O O BY UTILIZING A STAINLESS STEEL CLAMP AND A III W BUTYL TAPE AROUND THE PVC LINER. MAI DRAIN SUMP Vf FRAME & GRAT SECTP0N V�E UU SCALE: NONE U U gOg2-12 BISHOP GRAPHICS/ACCUPRESS .REORDER NO. A48312 .51I FROM RECLAIMED WATER SOURCE LOCATED IN R.O.W. FROM COLD WATER SUPPLY AT ! BLOC # w EXTEND TO WATERFILL DEVICE AT POND'S EDGE PRESSURE BACKFLOW P2EVENTOR ON CITY WATER PIPE -MEET LOCAL CODES. WATER FLL pMNQ 6 SOURCE F� MOMETMIC SCALE: NONE YMW ...... BLACK=TONE CONCRETE STAIN 3,000 PSI SHOTCRETE CONCRETE FILLER MAIN DRAIN BOX FRAME & GRATE - BLACK -TONE 12" x 12" OVERALL GRATE SIZE CHICKEN WIRE -III PVC (SEE PIPING PLAN) III PVC LINER UNDER SHOTCRETE Ell I I I, HYDROSTATIC RELIEF VALVE -III COLLECTOR TUBE o O O 3/4" CRUSHED ROCK g5% DENSITY J O COMPACTED O EARTH O O O SECURE THE PVC LINER TO THE MAIN DRAIN PIPE O O BY UTILIZING A STAINLESS STEEL CLAMP AND A n I" W BUTYL TAPE AROUND THE PVC LINER. .R•I SUMP MEAME GRA l SECTMN VM Vl�/ SCALE. NONE Ai t, _. U v 16 STONE-FACNA IS Ell NO, IG FRONT VMW SCALE: 314" = 1' 61It SECTMN V�EW EXTENc WASTE WA' PIPE SIMULATED ROCK WORK (SEE SHEET LE-7) #4 REBARS PLACED AT 10" O.C.E.W. 3,000 PSI SHOTCRETE 3,000 PSI CONCRETE IN FOOTER 4pfr SEE LANDSCAPE DRAWINGS FOR EXACT LOCATION - MAXIMUM OF 100 LINEAL FEET TO BE INSTALLED SIMULATED ROCK SCALE. 1 " = >' 20 MIL PVC LINER WRAP LINER BACK INTO CONCRETE WATER LEVEL 4" PVC OVERFLOW PIPE TO SURFACE 4" PVC TEE WITH THREADED CAP (REMOVE CAP TO DRAIN POND) — CANOFLAGE ALL PVC PIPING WITHIN CONCRETE SHORELINE q5% COMPACTED FILL/EARTH STAIN / COLOR THE PVC PIPING TO MATCH THE COLOR OF THE POND INTERIOR OVERFLOW o DRAM p SECTMN VMW O U E E o�/ N L_ O O Q. U c O ro � L U U c ro a U T c Q 0 L 0 Q) 0 CL c Y ro r. U c PE PENETRATMN_ SCALE: 9 "' = I' Fi 4'-0" gOg2-13 4'-0" 7'-6" RNEBROOK AP TS 7'-0" 14'-0" 7'-0'' This sign is 10 square feet 8 THIS" VIEW""IS°�`�F�O T VIEW SHOWN IN A "FLAT" PERSPECTIVE — SEE DETAIL #2 THIS SHEET FOR ACTUAL LAYOUT PERSPECTIVE OF THIS WALL. WQTE'R�FEQTUR'E I 'R77)CTQHN ST NEBROOK AP NTS Q WALL 4'-0" 12" x 12" CMU FOOTER (SEE DETAIL #2 SHEET LE-8) • • /� I II - SEE DETAIL #I, LE-8 FOR LAYOUT ORIENTATION OF THIS C.M.U. WALL. SEE DETAIL #2, LE-8 FOR FOOTER AND RETAINING WALL DETAILS. 8 0° 8\"i pu ii 0 WATERFEATLei RE i1 - RETAINI I a G WALL FRONT �U EW SCALE. 1/4" _ PLAN VEW THIS REPRESENTATION OF THE ,r" ~ ROCKWORK IS DIAGRAMATIC IN NATURE AND WILL BE MODIFIED \ / AS THE INSTALLATION IS ARTISTICALLY EXPRESSED. ST NEBROOK y . FooTER AP NTS 0 16'-0 E)FRONT S��iNAGE [SOCK FEATURE FRONT ���,NAGE ROCK FEATURE p SCALE: 1 /4 " = 1 ' , o p SCALE: 1/4 = 1 �[FRONT VMW W PLAN VMW IMBED THE SIGNAGE AREA INTO THE ROCK 1Q TEXTURE COAT — 2" THICK APPROX. OF OCK ARTIFICIAL ROCK WORK FSMNEBROOK z''A,IE (POSITIVE METHOD) APAlt S �" d SceeL #3 REBARS SPACED AT 12" O.C.E.W. POULTRY NETTING TIED TO REBAR TOP OF P OM 3 „> 3,000 PSI SHOTCRETE 3" THICK (APPROX) 4'—q" 6'-6" I,�,k ", ` 2 — #3 REBARS IN FOOTER OP POOTEq 6_011 r ` " ' GENERAL CONTRACTOR TO �, «�,w,..k�, • u,v, PROVIDE MOUNDED EARTH This sign is 10 square feet 0 AS APPROX. SHOWN q5% DENSITY COMPACTED SOIL (TYP.) FOOTER CONCRETE SHALL BE 3,000 PSI FRONT. %MNAGE ROCK FEATURE FRONT SOC,NAGE ROCK FEATURE J T SCALE: 1/4" = 1' v SCALE: 1/2" _ >' FG�0�1T �lI �C�il SCCTD©N VMW SIGN AREA RECESSED 6" - 13 ARTIFICIAL ROCKWORK _ 1 BRASS LETTERS — q" HIGH -3.5" HIGH (BY GENERAL CONTRACTOR) (BY GENERAL CONTRACTOR) BLACK MARBLE / GRANITE BACKGOUND (BY GENERAL CONTRACTOR) ENTRANCE MEMAN VQN PL ACD LAKE SCALE: 1/2" = 1 -PLACID LAKE A PLANNED COMMUNITY SCALE: 1 /8 " = I' E �c� 8 L 0 .Q WALL / FOOTER GENERAL NOTES T C.N.U. WALL — 121' x 12" PLACE #5 REBARS AT 12" O.C. VERTICALLY IN WALL ca FILL ALL CORES/CELLS IN CMU WALL PLACE ONE #5 REBAR IN THE TOP CMU CONTINUOUS LINTEL ro PLACE DURAWALL REINFORCEMENT IN WALL 8" O.C. USE 3,000 PSI CONCRETE FOR FOOTER AS WELL AS CELL POURING 0 SEE DETAIL #2, LE-8 FOR FOOTER DETAILS U C N 0 ro L U O ro a a� V a a fN 9 O Y O O 9 ro L ro 0 .N E �?z co 12" x 6" CONTINUOUS FOOTER N (SEE DETAIL #6 THIS SHEET FOR 0 FOOTER NOTES AND DETAILS), u4 E SET FOOTER ELEVATION —1" BELOW TOP OF CURB U G rRui 2 ❑ ^i �-- SIGNAGE LIGHTING (4 FIXTURES REM))U) BY GENERAL CONTRACTOR 1cl (SEE OWNER FOR FIXTURE SELECTION) El swa o � 3 SEE DETAIL #6, THIS SHEET FOR TYPICAL "POSITIVE —METHOD" ROCK CONSTRUCTION ro a o U X N 0 3 0 > C ro 0 O ENTRANCE MEMAN MQN. PLAN !n� f p VMW SCALE: 1 /4 "= 1' ro I� Lt—�A�V L 5) FOR A NATURAL APPEARANCE 6'—O"± 8'-0'' 6'—O"± 20'—O"± , E rrhris sign is 16 square feet NTRANCCE ME AN &QN o PLACD LAKE RONT VMW 0 d- E T V) o N U THE GENERAL CONTRACTOR SHALL PROVIDE: ' 3 PLACEMENT, GRADING, & COMPACTION OF ALL Y FILL REQUIRED. MATERIALS AND INSTALLATION OF THE SIGNAGE, ITS RELATED LIGHTING, AND BACKGROUND MATERIALS, .0 CL >. O U ca Q L 0 0 �m U /rw<a U N a co FRONT VMW Y ^'Ha BISHOP GRAPHICS/ACCUPRESS REORDER NO. A48312 MOTES AND RESTMCTMNS THE WATER LEVEL IN EACH FEATURE SHALL Be SET TO Be APPROXIMATELY 6" BELOW THE HIGHEST ELEVATION OF EACH POND. SET WEIR HEIGHTS (IF APPLICABLE) TO PROVIDE ENOUGH FREEBOARD TO PREVENT WATER LOSS DURING OPERATION. ALL UNDERWATER LIGHT FIXTURES SHALL HAVE SUFFICIENT CORD TO ENABLE THE USE OF JUNCTION BOXES MOUNTED IN THE PLANTING AREAS ADJACENT TO THE POND(S). VERIFY THE LOCATION OF EACH JUNCTION BOX WITH THE OWNER'S REPRESENTATIVE PRIOR TO ACTUAL PLACEMENT. NOTE THAT EACH LIGHT FIXTURE SHALL Be PLACED TO HAVE A MINIMUM OF 2" OF WATER OVER THE LENS AS WELL AS NO MORE THAN 4" OF WATER OVER THE LENS. THE ROCKS DEPICTED IN THE ATTACHED DRAWINGS ARE TO BE SIMILAR IN NATURE AND APPEARANCE TO THOSE UTILIZED IN THE WATERFEATURE AT THE ALAQUA ENTRANCE WATERFEATURE. NO EQUIPMENT SUBSTITUTION SHALL BE PERMITTED WITHOUT WRITTEN AUTHORIZATION FROM THE ENGINEER (PRIOR TO INSTALLATION). ALL DISPLACED EARTH SHALL BE BACKFILLED AND COM— PACTED TO ACHIEVE A DENSITY OF q5% (OR GREATER) OF THE OPTIMUM MODIFIED A.5,T.M. PROCTOR TEST. ALL FLOORS ARE TO SLOPE TOWARD THE DRAIN(S) IN ORDER TO FACILITATE DRAINING OF THE PONDS. ALL FITTINGS THAT ARE VISIBLE IN THE PONDS SHALL BE PAINTED BLACK. THE CONTRACTOR SHALL SUBMIT COLOR SAMPLES OF THE MATERIALS & GRATE INDICATED. THE INSTALLATION OF THE PIPING AND EQUIPMENT SHALL CONFORM TO ACCEPTED WORKMANSHIP STANDARDS AND MANUFACTURER SPECIFICATIONS. ALL PIPING SHALL Be TESTED AS FOLLOWS: I. PRESSURE PIPING: 50 PSI PRESSURE TEST FOR A 24 HOUR PERIOD. 2: ALL SUCTION PIPING SHALL Be PRESSURE TESTED TO 30 PSI AS ABOVE OR BE STATIC TESTED WITH A IO FOOT HEAD FOR A 48 HOUR PERIOD. THE ENGINEER (OR HIS REPRESENTATIVE) SHALL VERIFY THIS TEST PRIOR TO COVERING THE PIPING SYSTEMS. ALL PIPING SHALL BE PVC — SCHEDULE 40. THE CONTRACTOR SHALL FLUSH ALL PIPES PRIOR TO "STARTING" THE FILTRATION SYSTEMS. UNDER NO CONDITIONS SHALL THE UNDERWATER LIGHTS Be ENERGIZED PRIOR TO CLEAN WATER BEING PLACED IN EACH FOUNTAIN. RW51 SHALL CHEMICALLY BALANCE THE WATERFEATURES PRIOR TO ACCEPTANCE BY OWNER. ADDITIONALLY, RW51 SHALL PROVIDE THE FOLLOWING: —OPERATION OF THE WATERFEATURES WITH THE OWNER'S PER— SONNEL'S FOR OBSERVATION AND TRAINING. — PROVIDE THREE (3) OPERATIONAL MANUALS TO INCLUDE: — ALL MANUFACTURER WARRANTIES AND INSTRUCTIONS — TELEPHONE AND ADDRESSES OF ALL DISTRIBUTORS AND MANUFACTURERS FOR THE EQUIPMENT USED — WRITTEN INSTRUCTIONS WOTH SPECIFIC INSTRUCTIONS EXPLAIN— ING NORMAL OPERATION, FILTER CLEANING OPERATIONS, CLEANING OPERATIONS OF THE FEATURES, REPLACEMENTS OF NORMAL WEAR ITEMS (LAMPS, ETC.), PROPER DRAINING OF THE PONDS, AND OTHER REQUESTED ITEMS AS NEEDED BY THE OWNER. RWSI SHALL PROVIDE A SPACE FOR MOUNTING OF THE SIGNS IN WATERFEATURE #I, #2, #3, & FRONT ROCKFEATURE AS SHOWN ON THE DRAWINGS. THE GENERAL CONTRACTOR SHALL PROVIDE THE FOLLOWING: - GRADING (AND THE SUPPLY OF FILL) AS NEEDED TO COMPLETE'"' THESE WATERFEATURES. _ALL EARTH &FILL SHALL BE PLACED AND COMPACTED TO 95% DENSITY PRIOR TO R1#51 CONNENCINC WORK IN THAT RESPECTIVE AREA �f 1 RW51 SHALL PROVIDE TESTING OF THE COMPACTED EARTH TO DETERMINE PROPER (q5% DENSITY) COMPACTION PRIOR TO COMMENCING WORK. 7 I SITE LAYOUT - ENTRANCE WATERFEATURES P L� A ��J V � M VU SCALE: >" = 30' v F ►a vp / I 0' R �—' ca61 ; 0 o I "✓ �� F I� j 3 FRONT SIGNAGE .. vJ� 110' BLDG. SETBACK --- FROM C/L FZ N 36 55' 21" W 365.00' r t-10' FUTURE PROPOSED b SIDEWALK (TYP) Nt�, R.O.W. LINE / E.L.F. 4 AIRPORT- BOULEVARD——— �IT[ LAYOUT o [�G3Cool T �Q��1A QP L A PLAN VMW 4.E- f 60' Sq THE STREET Property Line INDEX TO DRA'I�IINGS LE-7 GENERAL NOTES AND SITE AREA LE-8 WATERFEATURE # 1 AND SECTIONS LE-8.1 WATERFEATURE # 1 — PIPING LE—q WATERFEATURES #2 & #3. LE-10 DETAILS, PYLASTERS,, & SMALL RETAINING WALL LE-11 FRONT SIGNAGE ROCK FEATURE 7 FR1 L� {�,. FRONT VIEW OF WATERFALL AREA ENTRANCES NA E r �-, 0 --fi- -, --C - -- - ----- -4- I ,- -- -i --- - I -�- i --- --L - -- - --} - - - - ---I---. --- - - -- -- -- - -- -- 2'x2' GRID ESTABLISHED i I FOR PROPER LAYOUT -- - -i ---j_ - I - I -- I - I - --� --- - I --- --}--- -- - ---}-- - -. -- _ }- OF FOUNTAIN STRUCTURE __- - t L. 4. I� PI IN THEA NCH I r }- o 2 r CURB ELEVATION AT STREET IS ASSUMED 7. - -- }- --- -} I -- ELEVATION OF OffAt I I I i IRACf E EARTH FOR FILL SHALL BE SUPPLIED AW''GR'A[E }-- --}� i =-'-- it-- - -- -- --! - . -` - I--- -+ -- - - --------t- BY THE GENERAL CONTRACTOR. 1• I I l— - -- — --i - - - -- - 1--- - - - - - - i - I ---+ - i-- -- - --- - %--- -- - - - -- r -- - --r - ---- I -i -�- T- °`� QJ (� - -- - - -F --- } - -, -- ----- - �_ - - �- - J -- - - - -- - -- .-- -- - - - - -- - SEE SHEET I I LE-8.1 r�fPWG T2NCI - -- t EQUIP. 1' -- --- -- --L-1 _ -- - - -- - - - --- - -- - - --I --- - ---- - - --- - --- PAD I - -• I I NEB I 1 ._ .fir _ G TR -- I ---- ` - --' - -- �— - — --- - — ' �PO D #2 I r' - -- — t - --` - -- �- - - - -WrAT-L VE } to # 1 O- r WATER !EVIL 1.0,' ---�-� -' � - ----- - • r--�- j------- �---�--- r-- ;I --- ---- ----- ---- -----I--�-----�--- -- ---- ---- - ---; --------�--- RECESS THE ARTIFICIAL ROCK AT _ -- -- _ TO ALLOW FOR THE OWNER —SUPPLIED !I SIGN. —INSTALLATION OF SIGNS AND \ 1 I SIGN LIGHTING BY SIGN CONTRACTORS SEE DETAIL #6 THIS SHEET FOR SIGNAGE I - - - - i - - --- - GENERAL CONTRACTOR RESPONSIBILITIES 0 PVMW LAN SCALE: 1 /8 " = 1 ' I. 3 PHASE / 208 V.A.0 REQUIRED A CLA-VAL # 124 FLOAT DEVISE - TO THE PUMP LOCATION (by Florida Power) DISGUISE WATER FILL VALVE _ _ LTEAT 2. WATER SUPPLY FROM THE STREET WITH ART. ROCKS. LOCATED "IRRIGATION PIPE". SEE SHEET LE-7 FOR LOCATION. r . PRIMARY WATER SUPPLY IS FROM THE RECLAMATION WATER SOURCE LOCATED TOP 0 POND 4 � IN THE RIGHT OF WAY. A SECONDARY 1.5" COLD WATER PIPE SHALL BE EXTENDED FROM BUILDING # I TO ALL WATER FEATURES. (this is by R.W.S.L) SEE DETAIL #2/LE-10 FOR PIPING AT FILL LINE. „ 3. PR Mb5 "O&aE, &COMPACT FILL AS INDICATED ON THESE DRAWINGS. NOTE: ELEVATION BASED G CURB AT STREET BEING AT Off ELEVATION. h --.5' FLOOR OF POND CUB AT STREET STONE -FACED PASR CP A LOWER POND SHORELINE WRAP LINER BACK INTO CONCRETE '•,. 'b CONCRETE SHORELINE MATERIAL I" POUTRY NETTING t t ":U 3" CONCRETE BOTTOM / WALLS 20 MIL PVC LINER q5% COMPACTED FILL/EARTH � 1®' ELME M i� H � OLD-�,1L-� DD CVOCE SECTON VOEWW VARIES — SEE SHEET LE-7 „ STREET CUR 0 POND EDGE 5 SCCTMN VMW SCALE: >/2 " _ >' gOg2-8 SCALE: NONE Ir h7.0'-85t(V TOP OF ROCK h 6.0" TOP OF WEIR I WATERLINE _h 1.0' WATER LEVEL POND # FLOOR OF POND #4 _h -1.0" TOP OF FOOTER FREESTANDING LIGHT (TYP. 4 PLACES) ALL ROCK AREAS INDICATED ON THESE SHEETS AR.E TO REPRESEr1T ARTIFICIAL "POSITIVE METHOD" ROCK. THE FINISHED ROCK WILL REPLICATE AN ALABAMA LEDGE ROCK APPROXIMATION SIMILAR TO THE ROCK AT THE "ALAQUA" PROJECT, Water Di'Nl;ribution by R.W.S.I. ROCK / WING WALL BEYOND 4" THICK SHOTCRETE POND (3,000 PSI AT 28 DAYS) SIMULATED ROCKWORK #3 REBAR PLACED AT 12" O.C.E.W. CONCRETE FOOTER CONTINUOUS (12"W x 6"H) (UNDER SIMULATED ROCKWORK EDGE 3,000 PSI) 2 #3 REBAR PLACED IN FOOTER UNDER EDGE OF ROCKWORK WATER SUPPLY FROM FEATURE PUMP POND TO POND DRAIN PIPE #5 REBAR PLACED 12" O.C. IN CMU WITH FILLED CELLS CONCRETE IN CELLS SHALL BE 3,000 -PSI 12" x 12" CMU WITH DURO-WALL REINFORCEMENT PLACED 8" O.C. VERTICALLY #5 REBAR PLACED 12" O.C,E.W. IN CONCRETE FOOTER. CONCRETE SHALL BE 3,000 PSI AT 28 DAYS q5% COMPACTED EARTH PLACE ONE LAYER OF PVC LINER BETWEEN FOOTER ON POND TO PREVENT BONDING POND *3 — WATERFALL STRUCTURE P-EC�U �0��N VD�UU °o SCALE: NONE .._,�...._., w4 Jl- V L� UU WEIR BETWEEN PONDS NOTE: TOP ELEVATION OF DEFO NCA-150 CASCADE JET ROCK WILL VARY DEPENDING 4` -H DEFO UNDERWATER LIGHT �- ON LOCATION OF SECTION CUT = O SIMULATED ROCK - POSITIVE METHOD 6.0" f I WITH #3 REBARS .,d,. P 0 ROCS _.__ .>- i� �' .�.a,.-=,,,�, ,,,,,� •���.y�,,,.k,,.. POND STRUCTURE (SEE DETAIL #4/LE-8) OP 0 POND I LIGHT CORD TO JUNCTION BOX SEE FOOTER NOTES ON DETAIL 2/1,E8 T POND o �• (COVER CONDUIT WITH POND TEXTURE) VALVE FOR ADDITIONAL WATER OVER WEIR WATER FEATURE PIPE TO OP OF POND #4 PUMP AREA `FWATER LEVEL AT POND #4 POND TO POND DRAIN PIPE SIMULATED ROCKWORK 95% DENSITY COMPACTION NOTE: SEAL AROUND ALL PVD PIPE PENETRATIONS REQUIRED UNDER ENTIRE THROUGH LINER Wi l i-i BUTYL TAPE AND STAINLESS POND AREAS STEEL CLAMP(S). W OR AT POND it SECTOON VM UW ,._.. NOTE: TOP ELEVATION OF ROCK WILL VARY DEPENDING ON LOCATION OF SECTION CUT !a �fOIL 7.0" t OP ROCKf " a v:'W .vny,i'1w `FT OP OF POND #2 WEIR AT POND #2 a t f _ f This sign is 16 square feet - SEE OWNER FOR SIGN DETAILS STONE -FACED PLASTER CAP ON TOP OF POND EDGE +' NOTE: RWSI IS NOT SUPPLYING THESE• SIGNS - THIS DETAIL IS SHOWN p OF POND #4 FOR COORDINATION PURPOSES WATER POND STONEB ONLY.:. r-� N RWSI TO PREPARE A SPACE LARGE ENOUGH gat TO ACCOMODATE THIS SIGN IN THE LOCATIONS' , .APARTMENTS INDICATED ON WATER FEATURE #1 AND ALSO _ 00 - OND 4 + ° ON THE FRONT ROCK FEATURE. I I, , 6_6„ I I. k, t � MCiNJ FOR W.F. it o FRONT ROCK AREA v A PLANT �IMW SCALE: 1/2" _ >' .. - . ., z> \-FTOP OF POND ' `FWATER LEVEL AT P0-1 D #4 1 SCALE: >/2" = 1' WEIR BETWEEN PONDS DEFO NCA-150 CASCADE JET -H DEFO UNDERWATER LIGHT O SIMULATED ROCK - POSITIVE METHOD I WITH #3 REBARS in POND STRUCTURE (SEE DETAIL #4/LE-8) LIGHT CORD TO JUNCTION BOX SEE FOOTER NOTES ON DETAIL 2/1_E8 3/4" CONDUIT FOR LIGHT CORD (COVER CONDUIT WITH POND TEXTURE) VALVE FOR ADDITIONAL WATER OVER WEIR WATER FEATURE PIPE T0. PUMP AREA POND TO POND DRAIN PIPE \ SIMULATED ROCKWORK NOTE: SEAL AROUND ALL PVC PIPE PENETRATIONS THROUGH LINER WITH BUTYL TAPE AND STAINLESS STEEL CLAMP(S). EDa A PONDD 2 SCALE: 1 /2 " = I' BISHOP GRAPHICS/ACCUPRESS REORDER NO. A48312 FEATURE MLET PMNQ PLAN VMW B HAT WAKVJr—IVJJ SCALE: 1 /8 " = I' DEPO NO A DINT B DINT E DIM INLET (NPT) (BSP) NCA-150 q" 3.7511 5" 1,50" NCA-200 11t, 451 .5" 2" NOTES: I. DIMENSION "E" MUST BE MAINTAINED FOR OPTIMUM EFFECT. 2. REQUIRES NON -TURBULENT WATER SUPPLY 3. A CONSTANT NON VARYING WATER LEVEL IS REQUIRED. 4. INSTALL A "JANOY" BALL VALVE BENEATH EACH NOZZLE FOR HEIGHT ADJUSTMENT. DE FO CASCADE JET SCALE: NONE Mum _f Q UNDERWATER LIGHT FIXTURE K -V �'8 DEFO ELC-015 P LAMP # E05-250 Al"R. W.S.1. JD # I SUPPL"Y ELECTRICAL POWER TO EACH JUNCTION BOX FROM THE MASTER JUNCT. BOX — SEE a KMA FOR FINAL LOCATION OF ALL JUNCTION BOXES. 211 INSTALL ALL ELECTRICAL CIRCUITS, WIRING, J/B, UNDERWATER LIGHTS IN ACCORDANCE WITH N.E.C. AND LOCAL CODES. GROUND ALL ITEMS IN ACCORDANCE WITH ALL CODES. PROVIDE ALL WIRING, BREAKERS, STARTERS, ETC. TO PROVIDE A COMPLETELY OPERATIONAL SYSTEM. I" 1.511 EXTEND MAIN CONDUIT TO PUMP AREA I" 1„ I I1 I" I11 J/B FOR PROJECT O OO SIGNAGE (SEE SIGN INSTALLER) 211 w UA Lu a. 2„ o n n a Q o 0 X o v v o W > POND #2 POOL TO 411 1211 Q POOL DRAIN POND #4 12" FEATURE SUCTION Owit - At C-1 311 O 2.5" F 3" OE V 6" O � V O MAIN DRAIN 4" V 1 3 It:.1 m X(I)E a, U OE O a, 7E o a o. V BUTTERFLY Ln VALVE 8" «s Y O 8„ 8„ 6,1 0 FEATURE PUMP FEATURE RETURN P2 .o f RECIRC PUMP PI L BURY SAND FILTER SO ' V 211 FILTER THAT ONLY THE MULTIPORT ro VALVE IS VISABLE ON TOP 211 V OF THE GROUND. N �V BALL OR B/F VALVE ' T a Rij CHECK VALVE r TO WASTE (BY GEN. CONTRACTOR) o rr-p�p0NQ SCHMMAT' C > ZA 6 8 O PER�'�ECT�VE SCALE: NONE ; Ili lltt�� r 7'-0" 6-8" ONCRETE MASONRY UNITS 0 PLAN VIEW CONCRETE PAD "RATE 211 T o-#4 REBAR 12" O.C.E.W. o N-- Lu 2,500 PSI CONCRETE Q < �� --- r 2 AND O D pp pp RWSI TO EXTEND TO M P E S M C 1T M N AND L M HI T C O � [r)), U CULVERT NEAR STREET SECTION MEIN = _ (MAX. DISTANCE 30') CONCRETE PAD PLAN p � � � p�n1p SCALE. /8 -- WATER LEVEL LENS GUARD - SHALL: INSTALL I" CONDUITS TO EACH LIGHT (THRU S ORDER EACH LIGHT WITH SUFFICIENT CORD LENGTH TO REACH ITS RESPECTIVE JUNCTIC Boll( • A B I, DEPO NO A DIM. B . DIM. C DINT. D DIVA. H OPTIMUM ELC-015 5.511 q.75" 10.2511 6.5j, 2" PLAN VMW SCALE. NONE -- — #4 REBARS VERTICAL 16" O.C. - #4 REBAR PLACED AT TOP w 1 PERIMETER co - COVER ALL REBARS IrI CMU"S 0 , — — — BY FILLIHC CELLS WITH 2,500 PS! CONCRETE - FRONT VIEW EARTH ELEVATIOrl Y_ PAD WITH CMU WALLS m s C O ALUMMUM LID NOTES cn a) E R`NSI SHALL FABRICATE AN ALUMINUM LID TO PROVIDE PROTECT!ON FROM THE ELEMENTS FOR THE EQUIPMENT INSIDE THE ENCLOSURE SHOWN ON THIS DETAIL. 6 THE ALUMINUM LA) SHALL COVER THE ErITIRE TOP AREA OF THE ENCLOSURE AND BE MOVABLE TO PROVIDE MAINTENANCE SPACE FOR THE , a OPERATORS. 8 SUBMIT SHOP DRAWINGS FOR APPROVAL 3 PRIOR TO THE INSTALLATION OF THE LID. 06 Y U O cc t 3 RWSI SHALL PAINT THE EXTERIOR SURFACES OF THE CMU'S — SEE OWNER FOR COLOR SELECTION. E THE GENERAL CONTRACTOR SHALL PROVIDE PLANTINGS & SHRUBS TO DISGUISE THIS ENCLOSURE AND SHIELD IT FROM VIEW. NOTE THAT a THE EARTH AROUND THIS ENCLOSURE IS TO GRADED TO BE ASSIST IN THE CONCEALMENT EFFORTS. Y O 3 EQNJ�PMENT ENCLOSURE T SCALE: 114 PUMP & FILTRATION EQUIPMENT T U) NO. OATALOOM # DEGCRVrrM I I BERKELEY B6ZPL-20 20 HP FEATURE PUMP = 850 GPM @ 45 TDH 2 1 PAC-FAB MULTIPORT 2" MULTIPORT VALVE - MAX. FLOW: 125 GPM 3 1 PAC -FAD CHALLENGER MODEL # 34-2238 - 2 HP = q2 GPM @ 3q TDH 4 1 PAC -FAD TA-60 HIGH RATE SAND FILTER - 3.14 SQ. FT. 5 1 1 CLA-VAL 124 FRESH WATER FILL SYSTEM 6 PIPING SIZES & NOTES m m II<OUNTAN Rilw me A FEATURE SUCTION 4" B FEATURE SUCTION 1211 C POND #1 RETURN 2.511 NOTE 2" BY—PASS LINE & CK. VALVE D WATERFALL RETURN 611 NOTE: CHECK VALVE REQUIRED E LOWER POND RETURN 3" F FEATURE RETURN 2.511 G POND #2 RETURN 2.511 NOTE: CHECK VALVE REQUIRED H EXTRA LINE 211 1 DRAIN Z OVERFLOW 2" EXTEND TO DRAINAGE RITCH_(by G.C.) J FILTER TANK DRAIN 1.511 „1 BISHOP ORAPHICSIACCUPRESS REORDER NO. A48312 A e �K'_Ci11.1- --r --+-- ( -- 1 1 - - --I -- - - -- — --I -H - ou -� i - - - -- -- - 1 C - --- I 1 � i I ---- --- --- 1 -- FOUNTAIN .;,� - LAYOUT PLAN pnN V M W SCALE1`/8 "= 1' 3 CASCADE JET 5 REa,P 5 MAIN DRAIN POT W FRP Ee DEFO NCA-150 E'10 VAK—PAK MD 12/4/2 1.5" N.P.T. CONNECTION HAYWARD #5P-1032 PUMP LOCATION (VERIFY) 11 TYP 53 PLACES RWSI SHALL EXTEND THIS 111 WASTE/OVERFLOW PIPE TO N THE OPEN DRAINAGE DITCH Q LOCATED IN THE RIGHT —OF— 3 WAY (MAX. DISTANCE IS 30') o 1FOUNTAM 3 PRNG %PLAN VIEW SEE CIVIL DRAWINGS FOR ACTUAL CURB DETAILS '-FCURE3 AT STREET — STREET USE CAUTION TO INSURE THAT CURB AREA IS NOT UNDERMINED WHILE INSTALLING THE POND ADJACENT TO THIS AREA, GRATE (2 REOV ORDER UNDERWATER LIGHTS WITH SUFFICIENT CORDS TO REACH THE JUNCTION BOX LOCATIONS STREET LOCATED IN THIS AREA — SEE SHEET LE-7 4 UNDERWATER LIGh �'8 > DEFO ELC-015 P LAMP # E05-250 SCALE: 1/8" _ >' 8 REQ"D STONE —FACED POND EDGE Set pond edge facing level with curb.e SEE DETAIL #4/LE8 FOR ADDITIONAL INFORMATION AND MATERIALS IDENTI— FICATION, ETC. WAT �FEATU�E AT WOUNB: �SECTMN VEW gOg2—q SCALE: 1 " = 1 ' r r� fs FOUNTAW 42 Q LAYOUT "A r ,No- �� GRADING CONTOURS (BY GEN'L CONTRACTOR) Grading for Waterfeat res #2 & #3,are Idenhcay �. PLAN p4EW SCALE: 118 = 1' PUMP I „nA-VIIIK1 O 6° FEATURE SUCTION BALL / BUTTERFLY VALVE Rj CHECK VALVE ry POp NG SCHEMATOC R.W.S,I. SHALL MAKE ARTISTIC MODIFICATIONS OF THIS ROCK DESIGN AS NEEDED IN THE Q FIELD. GENERAL I '4--si Yi% a"1D �'gy �v''st'A.rs[ t�•j+l"a;�'!d `ri# SC' GENERAL CONTRACTOR RESPONSIBILITIES I. I PHASE / 208 V.A.0 REQUIRED TO THE PUMP LOCATIONS 2. WATER SUPPLY FROM THE STREET 0 LOCATED "IRRIGATION PIPE". SEE SHEET E-7 FOR LOCA " SEE ADDITIONAL NOTES ABOUT SEC— ONDARY WATER SUPPLY FROM BLOC # 1 ON SHEET LE-8). .. by R.W.S.I. ©. A (SEE NOTE FOR U/L CORD LENGTHS) FOUNTAM 22 GROG NG PLAN VEW1 T�Po POCK SCALE: 118 " = 1 ROCK ALL ELEVATIONS FOR PONDS 2 & 3 ARE IDENTICAL CONTACT THIS ENGINEER FOR LAYOUT APPROVAL PLAN L n [\ p VIEW n /f SCALE: 1 /8 "= 1 F'PEF;SPECTIUE CONCRETE PRECAST PAD ONE PUMP SYSTEM IS REQUIRED FOR EACH WATERFEATURE SCALE: NONE PUMP & FILTRATION EGUIPMEN`i (REQ'D FOR EACH FEATURE) NO. QTYI CATALOGUE f DESCRIPTION I I SPECK PUMP — 4 H.P. MODEL # 21-80 33 1 PHASE — 208 VOLTS 345 GPM ® 40 TDH 2 1 PAC —FAD TA-40 HIGH RATE SAND FILTER — I.92 SQ. FT. 3 1 PAC —FAD MULTIPORT 1.51' MULTIPORT VALVE 4 j I CLA—VAL FRESH WATER FILL SYSTEM 5 NO. QTY CATALOGUE # DESCRIPTION 6 7 1.51' BALL VALVE PROPORTIONAL FLOW — SOCKET ENDS 7 * 2" BALL VALVE PROPORTIONAL FLOW — SOCKET ENDS 8 2 2.5j1 BALL VALVE PROPORTIONAL FLOW — SOCKET ENDS q 1 3" BALL VALVE PROPORTIONAL FLOW — SOCKET ENDS 10 1 4" BALL VALVE PROPORTIONAL FLOW — SOCKET ENDS II 1 4" CHECK VALVE NON —SLAM — WITH FLANGES OR EAZY REPAIR 4-71 NOT USED NO. PIPE FOUNTAIN REMARKS A FEATURE SUCTION 6" B FEATURE RETURN — LOWER 3" WITH 15' BY—PASS TO FILTER C FEATURE RETURN — UPPER 41' D NOT USED 2" E OVERFLOW WASTE 2j1 EXTEND TOWARD STREET 5' F FRESH WATER FILL I" PIPE INTO CLA—VAL G PUMP TO WASTE 1•51' FROM MULTI —PORT VALVE H J WEIR BETWEEN PONDS C DEFO NCA-150 CASCADE JET O -H DEFO UNDERWATER LIGHT qI STONE —FACED PLASTER AT TOP EDGE `STOP 0 UPPER POND POND STRUCTURE (SEE DETAIL #4/LE-8) LIGHT CORD TO JUNCTION DOX T OPP R P�Ot — o 3/4j1 CONDUIT FOR LIGHT CORD (COVER CONDUIT WITH POND TEXTURE) VALVE FOR ADDITIONAL WATER OVER WEIR � 0.0 WATER FEATURE PIPE TO 'IF TOP OF LOWER POD PUMP AREA ATER L AT LOWER D POND TO POND DRAIN PIPE SIMULATED ROCKWORK NOTE: SEAL AROUND ALL PVD PIPE PENETRATIONS THROUGH LINER WITH BUTYL TAPE AND STAINLESS STEEL CLAMP(S). Wi COR o UPPER D DOWER PONDS SCALE: NONE BISHOP GRAPHICS/ACCUPRESS REORDER NO. A48312 PVC: PiP I" WIDE BUTYL TAPE PVC LINER CONCRETE BEING PENETRATED STAINLESS STEEL CLAMP (AROUND PIPE, LINER, BUTYY) ?F- THE STAINLESS STEEL CLAMP \10 THE PIPE AND TIGHTEN AS MUCH AS POSSIBLE. APPYL TAPE ADDITIONAL BUTYL TAPE TO OUTSIDE OF CLAMP FOR PROTECTION. PIPE PENETRATION MTdMmROUGH LINER SECTDN V DE VU SCALE- NONE FROM RECLAIMED WATER SOURCE LOCATED IN R.O.W. ;Y FROM COLD WATER = SUPPLY AT BLDG # BLACK —TONE CONCRETE STAIN 3,000 PSI SHOTCRETE CONCRETE FILLER MAIN DRAIN BOX FRAME & GRATE — BLACK —TONE 18" x 15" OVERALL GRATE SIZE CHICKEN WIRE -III PVC (SEE PIPING PLAN) PVC LINER UNDER SHOTCRETE _ I I HYDROSTATIC RELIEF VALVE COLLECTOR TUBE I O O 3/4" CRUSHED ROCK q5% DENSITY O COMPACTEDID EARTH O O O O SECURE THE PVC LINER TO THE MAIN DRAIN PIPE BY UTILIZING A STAINLESS STEEL CLAMP AND A O n O I" W BUTYL TAPE AROUND THE PVC LINER. MlA DRAQON S�U�MP WD FG�QME o QG3Q�TE % SECTMN V �E UU SCALE: NONE �/ gOg2-12 Ll ---------- BISHOP GRAPHICS/ACCUPRESS .REORDER NO. A48312 m EXTEND TO WATERFILL DEVICE AT POND'S EDGE PRESSURE BACKFLOW PREVEN70R ON CITY WATER PIPE -MEET LOCAL CODES. WATER FILL PMNQ D SOURCE 2 SOMETMC VMW SCALE NONE _ , 3 BLACK —TONE CONCRETE STAIN 3,000 PSI SHOTCRETE CONCRETE FILLER MAIN DRAIN BOX FRAME & GRATE — BLACK —TONE 12" x 12" OVERALL GRATE SIZE CHICKEN WIRE -III PVC (SEE PIPING PLAN) PVC LINER UNDER SHOTCRETE HYDROSTATIC RELIEF VALVE COLLECTOR TUBE q5% DENSITY O O 3/4" CRUSHED ROCK � COMPACTED J EARTH O O O O O SECURE THE PVC LINER TO THE MAIN DRAIN PIPE BY UTILIZING A STAINLESS STEEL CLAMP AND A n O I" W BUTYL TAPE AROUND THE PVC LINER. �MA�N DDG A�N SUMP -WD FRAME & GRATE SECTMN V���/] �©N SCALE: NONE u _uv v uu Ai �e x 16" �.. — STONE FACE PLASTER FINISH 2 - #5 REBARS PLACED IN CENTER OF CMU CORES - FILL CORES WITH 2,500 PSI CONCRETE 8" x 16" CMU LOOSE -STACKED THEN FILLED WITH CONCRETE - AS SPECIFIED ABOVE o NOTE: THE FENCE CONTRACTOR SHALL FASTEN THE STEEL FENCE TO THESE PYLASTERS UTILIZING "RED -HEAD" TYPE FASTENERS. PLACE THESE PYLASTE R5 55" APART (FACE TO FACE) GROUND ELEVATION i? #5 REBARS PLACED AS SHOWN 3,000 PSI CONCRETE IN FOOTER 2"-4" I Verify pylaster elevations in field. 1 b0' ------------- STO�JE=G�QCED PYLQ�TER F�0R �FENC�N�Q 10 1 IM I kTd WVEI MMM SCALE: 314 " = I' 6"f - 1 I IIII I 0 0 - 1= '_I=III1 RE a A�r�9CNCN WALL tiEm"d' SECTMN VMW EXTEND WASTE WA - PIPE SIMULATED ROCK WORK (SEE SHEET LE-7) #4 REBARS PLACED AT 10" O.C.E.W. 3,000 PSI SHOTCRETE 3,000 PSI CONCRETE IN FOOTER £ SEE LANDSCAPE DRAWINGS FOR EXACT LOCATION - MAXIMUM OF 100 LINEAL FEET TO BE INSTALLED w� SMUL ATED ROCK SCALE: >" = >' 20 MIL PVC LINER WRAP LINER BACK INTO CONCRETE WATER LEVEL 4" PVC OVERFLOW PIPE TO SURFACE 4" PVC TEE WITH THREADED CAP (REMOVE CAP TO DRAIN POND) - CAMOFLAGE ALL PVC PIPING WITHIN CONCRETE SHORELINE q5% COMPACTED FILL/EARTH STAIN /COLOR 7NE PVC PIPING 70 MATCH THE COLOR OF THE POND INTERIOR OVERFLOW o DG3QN NpE SECTMN V E W PENETRATION SCALE: > " = I' NOTE: THE FENCE CONTRACTOR SHALL FASTEN THE STEEL FENCE TO THESE PYLASTERS UTILIZING "RED -HEAD" TYPE FASTENERS. PLACE THESE PYLASTE R5 55" APART (FACE TO FACE) GROUND ELEVATION i? #5 REBARS PLACED AS SHOWN 3,000 PSI CONCRETE IN FOOTER 2"-4" I Verify pylaster elevations in field. 1 b0' ------------- STO�JE=G�QCED PYLQ�TER F�0R �FENC�N�Q 10 1 IM I kTd WVEI MMM SCALE: 314 " = I' 6"f - 1 I IIII I 0 0 - 1= '_I=III1 RE a A�r�9CNCN WALL tiEm"d' SECTMN VMW EXTEND WASTE WA - PIPE SIMULATED ROCK WORK (SEE SHEET LE-7) #4 REBARS PLACED AT 10" O.C.E.W. 3,000 PSI SHOTCRETE 3,000 PSI CONCRETE IN FOOTER £ SEE LANDSCAPE DRAWINGS FOR EXACT LOCATION - MAXIMUM OF 100 LINEAL FEET TO BE INSTALLED w� SMUL ATED ROCK SCALE: >" = >' 20 MIL PVC LINER WRAP LINER BACK INTO CONCRETE WATER LEVEL 4" PVC OVERFLOW PIPE TO SURFACE 4" PVC TEE WITH THREADED CAP (REMOVE CAP TO DRAIN POND) - CAMOFLAGE ALL PVC PIPING WITHIN CONCRETE SHORELINE q5% COMPACTED FILL/EARTH STAIN /COLOR 7NE PVC PIPING 70 MATCH THE COLOR OF THE POND INTERIOR OVERFLOW o DG3QN NpE SECTMN V E W PENETRATION SCALE: > " = I' 4'-0" 4'-0" FRONT V�EW 0 FRONT MGNAGE R � 14'-0" 7'-6" ,:1201, 7'-0'' , qNjEB=RO-00—�K 7'-0'' This sign is 16 square feet 6 M"""`THIS`"VIEW'"ISM"' FrONT VIEW SHOWN IN A "FLAT" PERSPECTIVE - SEE DETAIL #2 THIS SHEET FOR ACTUAL LAYOUT PERSPECTIVE OF THIS WALL. SCALE: 1/4" = 1' �° PLAN V �L UU Ai y r, uo �nr_nnr_or_ l 1 d 1TATION OF In . . -._ - 1 - ' DIAGRAMATIC IN14 WILL BE MODIFIED ,LATION IS ARTISTICALLY / /\ \ \ / /� \ o ly i 16'-0" OCK FEATURE FRONT SM NA°, GE ROCK FEATURE � " 6—Or Ki'ram "m.ST NST N 4'-0' #2 �rlil� • • r�ca O WALL / FOOTER GENERAL (VOTES o SEE DETAIL # I, LE-8 FOR LAYOUT ORIENTATION C.N.U. WALL - 12" x 12" OF THIS C.M.U. WALL. PLACE #5 REBARS AT 12" O.C. VERTICALLY IN WALL v FILL ALL CORES/CELLS IN CMU WALL SEE DETAIL #2, LE-8 FOR FOOTER AND RETAINING PLACE ONE #5 REBAR IN THE TOP CMU . CONTINUOUS LINTEL WALL DETAILS. PLACE DURAWALL REINFORCEMENT IN WALL 8" O.C. USE 3,000 PSI CONCRETE FOR FOOTER AS WELL AS 1` CELL POURING SEE DETAIL #2, LE-8 FOR FOOTER DETAILS 8\ 0++ �O„ / 1 8` Q WALL FRll-1i©NT VMUU SCALE: 1/4" = 1' A U U IMBED THE SIGNAGE AREA INTO THE ROCK 12" x 12" CMU FOOTER (SEE DETAIL #2 SHEET LE-8) PLAN!n� f� p V � E pill SCALE: 1/4 " = 1' lf�" h U=�1 � �l VU �. 0 TEXTURE COAT - 2" THICK APPROX. \-FTQP OF ROCK ARTIFICIAL ROCK WORK (POSITIVE METHOD) e z ar91E , 3 REBARS SPACED AT 12" O.C.E.W. C5/0.c.� h POULTRY NETTING TIED TO REBAR O l - FIZ 3,000 PSI SHOTCRETE 3" THICK (APPROX) I,q--,k- �A 2 - #3 REBARS IN FOOTER CT ° ° P OF F-0VTeiZ GENERAL CONTRACTOR TO PROVIDE MOUNDED EARTH AS APPROX. SHOWN g5% DENSITY COMPACTED SOIL (TYP.) FOOTER CONCRETE SHALL BE 3,000 PSI MH OO NT MGN AGE ROCK FEATURE FRONT SMNAGL ROCK FLATUHL -)._ FRONT V�EW M ARTIFICIAL ROCKWORK BY RWSI gOg2-13 �r BISHOP GRAPH ICS/ACCUPRESS REORDER NO. A48312 SCALE: 1 4 " = 1 ' `J SCALE: 1 /2 " = I' / SLCTMN VI EW ,. �.k.. ..,.,. r — SIGN AREA RECESSED 6" BRASS LETTERS - g'' HIGH BRaS5-CME0 - 3.5" HIGH (BY GENERAL CONTRACTOR) (BY GENERAL CONTRACTOR) \— BLACK MARBLE / GRANITE BACKGOUND (BY GENERAL CONTRACTOR) ENTRANCE MEMAN MQN - PLACED LAKE FRONT V �L VU SCALE: 1/2" = 1 j+' :•`.�„""`.::r+ n..�' 'tit � � . ,.. 4 1p"LACID LAKE A PLANNED COMMUNITY SCALE: 1 /8 " = 1 - 4 -0 f 2' .I 12" x 6" CONTINUOUS FOOTER (SEE DETAIL #6 THIS SHEET FOR FOOTER NOTES AND DETAILS) SET FOOTER ELEVATION -III BELOW TOP OF CURB �- SIGNAGE LIGHTING (4 FIXTURES REQ'D) BY GENERAL CONTRACTOR (SEE OWNER FOR FIXTURE SELECTION) El SEE DETAIL #6, THIS SHEET FOR TYPICAL "POSITIVE -METHOD" ROCK CONSTRUCTION ENTRANCE MEMAN MGN PLAN VMW THIS AREA IS STACKED FOR A NATURAL APPEARANCE 6'-O" t 8"-0" 6'-O"± 20'-0''t This sign Is "16 Square feet � L�l`l RANCL �i1L�� �1NGN pL�QCOD LAKE lkl�i) FRONT( V M VV SCALE: 1/2" = 1' ..y fir.. .,... �. .". ,..... �.... .... _.... �-., '.^' r.r Y� SCALE: 114 " = I' THE GENERAL CONTRACTOR SHALL PROVIDE: PLACEMENT, GRADING, & COMPACTION OF ALL FILL REQUIRED. MATERIALS AND INSTALLATION OF THE SIGNAGE, ITS RELATED LIGHTING, AND BACKGROUND MATERIALS. a