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HomeMy WebLinkAbout5689-5W � N � J BOLT, ATTACHED TO PILASTER PER STR. ENG. m O PILASTER TO BE CMU CONSTRUCTION , N GROUT FILL CELLS SOLID. PROVIDE MASONARY TIES ® 24" O.C. REBAR 1/2"X8"X16" PLATE, ATTACHED TO ' PER STIR. ENG. PILASTER PER STR. ENG. ° n• o ® GROUT BACKFILL TO CREATE 8 " 3 381° BATTER 42" SQ. 7 " / , 1 2X3 X10 BRACKET ATTACHED TO v ' 42 SQ• a EQ 42" SQ. EQ PLATE PER STR. ENG. ® STONE VENEER 15 38" SQ. 38" SQ. 38°' SQ.'. EXTEND 4" BELOW FINISHED GRADE. n 5 � 5 8 g :�.. ® CONCRETE FOOTING PER STR. 5 EQ 6" a R EQ "/"'` Z O1 WALL TO BE CMU CONSTRUCTION. 1 ENG. R R ro 9 0. GROUT FILL ALL CELLS O 3"X42" SQ. PRECAST PILASTER CAP 12 9 - "� - " 5 SLOPE TOP TO DRAIN ATTACHMENT Ns ENLARGEMENT 12°° ® STUCCO FINISH /� I t, s. A.i Es .{� y ✓1 ¢ti..s `1. " " " 10 ..�C= u � BRACKET 0 ( © 1B RADIUS X 1�2 X 3 SOLID IRON _ , ' � 9 ® CONCRETE FOOTING A a & '� s� � �� ``�' � f :I BAR LIGHT SUPPORT RING, ATTACHED 9 '_� �' ` � r TO BRACKET PER STR. ENG. — Z FINISH 6 6 11 N EQ " ® EXTEND STUCCO" Z p ?e'.rFe SN. Z '`) ) iv 7O DECORATIVE ACCENT LIGHT FIXTURE. 6 -- 2°' TMP. 2 6 9 o EQ 2 BELOW F.G. 12" w I d PER ELECTRICAL ENGINEER'S PLANS. R O IDE ROCK BAND SEE DETAIL C{ I SEE SHEET E4.1. _ 1 9, SHEET L-4 W 0 a[I ;.N.,^}34 {,s* ar" i ,i CSI - - „ — 2 TrP. °i - 1( g i� o3 lLl_il 1. f 3"x12" P ,. f, 4krv: ;.,;6 ® 4X4 ACCENT TILE 13 0, rn C-11 0111011100110mI 1 1�1C _i11�11_ PRECAST LL CAP, y O rn - in o BY VALORR RECAST VP-SQ12ST, 12 �. „ " I - en I !I i l OP TO DRAIN O9 3X4 PRECAST CONCRETE 12 = { ° I r 1j SLOPE T o EQ MOLDING, MITER ALL CORNERS - �� APPROVED BACKFILL PLANTER Oit CID SOIL MIX g 10 CUSTOMIZED DECORATED FORGED " = IIID .- 8� WALL WATERPROOFING STEEL SCROLLS- SEE DETAIL 5, I � - � � , - -� _ � � `r �_ � R I 1 3 I` 2 TMP' ^ 8 hi CONTRACTOR TO APPLY THIS SHEET _-- � R z " QUAFIN-2K M" WATERPROOF 1 "X3"X10" BRACKET & PLATE, COATING TO ACK OF WALL. ATTACHED TO PILASTER PER STR. ENG. �= k WATERPROOFING COAT IS TO BE y INSTALLED PER MANUFACTURER'S L:1= fix. EQ METAL NOTES: r' EQ l _ 10 ALL CONNECTORS TO BE CONTINUOUS WELDED. r v11 X Y - - N SPECIFICATIONS. CONTRACTOR MAY a d. • SUBSTITUTE EQUAL PRODUCT, BUT REMOVE ALL SLAG & SPLATTER AND GRIND ALLit + - - 4'-= F°G g MUST SUBMIT CUT SHEET TO 21 WELDS SMOOTH. ALL TUBING TO HAVE ENDS z OWNER OR OWNER'S SECTION WELDED CLOSED. PAINT STEEL WITH (1) COAT ZINC3„ 3 REPRESENTATIVE FOR APPROVAL 28 r PRIOR TO INSTALLATION. CHROMATE PRIMER AND W/ (2) COATS RUSTOLEUM ; • , e•:d W (COLOR "BLACK"). 3'-2 ILLz .®�. m '. r •' :.:. ' % .' . PLAN VIEW 4'-6" w ' ' 20" O #3 REBAR ® 32" O.C. ALT. AT BOTTOM SIDE ELEVATION FRONT ELEVATION 4 SECTION 10 #4 REAR CONTINUOUS AT TOP, 4'-6" MIDDLE AND BOTTOM * PER STR. ENG. TO BE STRUCTURALLY ENGINEERED �1 MONUMENT ICON PILASTER 1i 2� 36 HIGH STUCCO PLANTER WALL 30°' SQ. O 48" HIGH MONUMENT PILASTER, ,SEE 'PILASTERS TO BE CMU CONSTRUCTION 30 SQ. O1 2 26" SQ. 2" DETAIL 3, THIS SHEET GROUT CELLS SOLID, W/ STONE VENEER. 2" 26" SQ 2'° 9 O2 36" HIGH STUCCO PLANTER WALL, PROVIDE MASONARY TIES ® 18" O.C. 6 8 SEE DETAIL 2, THIS SHEET REAR PER STR. ENG. 6 0 0 O------ Z 2 3"X30" SQ PRECAST PILASTER CAP 1212 2" TMP• BY VALORI PRECAST # VP-SQ30ST, / 10 12' m m 2" SLOPE TOP TO DRAIN / 2 5 o 13 26°' SQ. CTYP. ® STONE VENEER; 15 R \, k / R \� �� 2 rnI ,I M ''s „ b p ry *T , 1 t '.` roN Atl-,',1+ %'\ d"}G 6 16" EXTEND 4" BELOW FINISHED GRADE. � A ,"'F,f �` i 5 II - - - ® 3"X4" PRECAST CONCRETE Q M N z rN I I F.G. WHEN O 1 - MOLDING, MITER ALL CORNERS I I AS PLANTER 1" 4X4 ACCENT TILE 13 __ - I I PILASTER 1 _. y.; o GARDEN POT, SEE POT LEGEND, - I I CID_ a 2 DETAIL 10, SHEET L-4. ao _ ;- 11 I I — - - - - — / i 2 R It —WATER- PROOF WHEN AS PLANTER R I I / N 6 PILASTER co = - 3 I MIT STONE VENEER \ \ R :=- _- WHEN PILASTER IS R R 2 • g 1/2'° SCH 40 PVC IRRIGATION LINE -EXTEND T o I I PART OF RAISED g THROUGH 2" DRAIN LINE/SLEEVE AND -� 1 I I PLANTER PROVIDE FLEXIBLE ADAPTER FOR Ya" DRIP —M1.A_. 2, EMITTER TUBE AT END - —.. 600 g 1/4" DRIP SUPPLY TUBING W/ BARBED "T" - - F.G. F.G. I I 7 ` R6' TYP• PLAN VIEW o AT END I 6" CL Z I I ELEVATION z _ I I 10 1/4" LANDSCAPE DRIPLINE #LDQ-08-06-050 aI I 21 BY RAINBIRD. PROVIDE RING ALONG INSIDE w FACE OF POT. ATTACH TO BARBED °T" AT O1 END OF SUPPLY TUBING. BURY 1" BELOW z I I SCROLLS SURFACE OF POT w w • I CUSTOMIZED DECORATED FORGED STEEL IP 11 2" SCH 40 DRAIN LINE/SLEEVE— EXTEND ! ®' a' I I ' 14 i \ _ _ _ \ METAL NOTES: / / ALL CONNECTORS TO BE CONTINUOUS WELDED. MIN. OF 2" ABOVE BOTTOM OF POT. LOCATE SLEEVE ®CENTER OF POT. REMOVE ALL SLAG & SPLATTER AND GRIND ALL WELDS SMOOTH. ALL TUBING TO HAVE ENDS WELDED 12 3" LAYER OF PEA GRAVEL OVER FILTER CLOSED. PAINT STEEL WITH (1) COAT ZINC FABRIC. RUN FABRIC OVER TOP OF DRAIN CHROMATE PRIMER AND W/ (2) COATS RUSTOLEUM LINE/SLEEVE OPENING. PER STIR. ENG. (COLOR "BLACK"). 13 EPDXY SEAL AROUND SLEEVE TO SECURE SECTION POT AND SEAL HOLE. 14 CONCRETE FOOTING PER STR. ENG. PLAN VIEW * TO BE STRUCTURALLY ENGINEERED O 48" HIGH MONUMENT PILASTER O RAISED PLANTER AT MONUMENT 5 o FORGED STEEL SCROLLS 8 R 311. 1i 1/4t- 1 6 6" `INSTALLATION IS REQUIRED BY OTHERS, APROX. WT 205 LRS I�TOp II n * ALL EDGES TO HAVE 1/4" RADIUS MIN. 1�"S ns0n :Fw 8W OR 9 * MANUFACTURING TOLERANCE t1/4". w t . ' . ♦ .. .' " ." <. PRODUCT (RCCE301JP •A d QUANTITY nuo<hm.t. CONCRETE COLOR i yi ln as y ro au'♦6 c m,: POT LEGEND --fl •® . CONCRETE TEXTURE: .. SEALER S ANC_AF2 w,moce in„n.wm ., a.m,,s'o°V<'winmo.. ° sip ? IL DeAI�J . ' INCLUDE A ORIMN WATEROS� ALER UNT 2 2 , STD�tQQ. TE%T,IRE OPTQ� DESCRIPTION 1/2" R. (TMP.) Z_4 30" Dia. x 12" Ht. 2 w 1 DECORATIVE SAWCUT SAWCUT CONTROL EXPANSION JOINT 1/2" R. (TMP.) y MODEL#/Color/MFG. w #QR-CE3012 by QuickC� e �6 -� JOINT AT VERTICAL SURFACE ® R w o er ",I J 1/2- R. TMP. , z M : :• ' 4 m CD Color: Color burst Lus VARIES -SEE PLAN / ( ) /� ��•T-0 ¢ 6 " d z SW 6863 by Sherwin Wi 1 �,: Q 1 A �• w -- R PLANT MATERIAL z5 Ef 6 '® t'ii'v'-'.it=l:'ti•:v:'•liiiiih;'i:a!tiitY..... ...xr g •' ;e.. ®•,a • • - • .. A ...m! • / tttana z 15G Agave esm ro :.. • „ , m PLAN vlEw Variegata', (12) 1G .. ..:.•..; :..: '..:..: ,.-A4 A ••..4 I '— ,,._ — � _ — • °• ' ' A . • . • ' � • A. .. Ec everia imbricata 6' e d 5 7 4 3 2 8 3 �� \ 5 FINISH GRADE L__T_ � - 5 6" __T c 01 FINISH GRADE ®CONCRETE SCORE JOINTS "DECORATIVE SAWCUT EXPANSION JOINT 2 OR 9 A2O CONCRETE CURB - NATURAL COLOR CONCRETE ND SEE PLAN FOR WIDTH & n- FINISH GRADE O SECTION VIEW ELEVATION VIEW ® SUBBASE PER SOILS REPORT LOCATION O1 CONCRETE PAVING FOR COLOR O5 V DIA. X 24" LONG U3 A / O SE MATERIAL & DEPTH O6 CONCRETE PAVING TEXTURE TO AND FINISH, SEE PAVING SMOOTH STEEL DOWEL ®\ 2O CONCRETE CURB - NATURAL COLOR CONCRETE (2) #3 REBAR -CONTINUOUS PER SOILS REPORT BE MEDIUM BROOM FINISH UNLESS SHEDULE ON SHEET L-1 18" O.C. FOR PEDESTRIAN. �` �� QUICK CRETE P a o D u C T S C u R e '` CONSTRUCTION PIAN mi Is o8 ORS-cCio12P OTHERWISE INDICATED ON PLAN ®Y4" EXPANSION MATERIAL USE "SPEED DOWEL" BY 4 3°' TO 4" MIX SIZE CRUSHED ROCK 11 oa ,Dk" ; s 9 o A ",,, CASCADE PLANTER (OR-CE3012P) ®STEEL REINFORCING PER SOILS O7 DEEPENED FOOTING, AS REQUIRED AZTEC CONCRETE ENLARGEMENT O (1) #3 REBAR - CONTINUOUS REPORT. IF NONE IS INDICATED ACCESSORIES " ` 996'm'"'"'`A i THEN INSTALL #3 REBAR ® ®Y3rd DEPTH OF THE PAVING N.T.S. ( 5� ALUMINUM HEADER, SEE DETAIL 6, SHEET L-10 18" O.C. (BOTHWAYS) THICKNESS © REINFORCING PERJ FRACTURED ROCK TOP COAT) (OMIT IN AREAS UNDER 4' WIDE) O BACKER ROD AND "TRAFFIC STRUCTURAL ENG. CAULK" JOINT SEALANT TO OY4" TOOLED RADIUS 1® DECORATIVE TIVE P®T MATCH CONCRETE COLOR. jC[, APPLY SAND FINISH IC CAULK 8 VERTICAL SURFACE PI (��}(� )SURFACE AFTER APPLICATIONAJ�A llliirlI�I".I�EtIVI( F, p Call Underground Service Alert CITY OF FONTANA LANDSCAPE PLANS ' DUNCAN CANYON RD. at least 2 days WAM AS SHOWN (SOUTH SIDE STA. 116+81 TO 126+52) before you dig otawrho W. �� O CONCRETE PAVING O PAVING JOINTS CONSTRUCTION DETAILS Know whaYsbelOW. O CONCRETE HEADER 9 9 CONIC. HEADER W/ 12" WIDE ROCK BAND `*'°� f: �: ' S O 11 Call before you dig, 11 We 011r 2ra11111I RAE 811112 aw. WE 5689 14 S I T IE —1 C A P C S Landscape Architecture and Planning 3190 62 Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, License CA—#2782 (949) 914-9370 (714) 210-3140 FAX q6C �NNDSCgp r:;sr CAL PLAN CHECK NO. DATE 03/13/17 JOB # 16-026 L 4 OF 14 Q E --d z W 00 t` r, z �.i ° ® P U C� r : O z $ELZ z r -..q q6C �NNDSCgp r:;sr CAL PLAN CHECK NO. DATE 03/13/17 JOB # 16-026 L 4 OF 14 • • q6C �NNDSCgp r:;sr CAL PLAN CHECK NO. DATE 03/13/17 JOB # 16-026 L 4 OF 14