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HomeMy WebLinkAbout5115-23--- SHINGLE NAIL TC SIMILAR PATTERN IS TO BE USED Tc TOP OF WALL WALL OR FENCE 'SEE PtANs FOR MEDIAN WIDTH LODGE POLE SCREW OR BOLT -AS NOTE: WHERE CURB ELEVATIONS CONDITIONS REQUIRE VARY INSTALL TO -�DRAIN! TO LOW CURB. TREE TRUNK 10 GA, STAINLESS SEE DETAIL A STI"EL WIRE 29 -- CINCH 1� (DO NOTTWIST) jjjj " —..�.- � 1 CONCRETE GAP BETWEEN RE �,IL I I`�u G Vs/IND _ ROCKS , RADIUS EDGES 1/2" P� DIRECTIONt" CONCRETE GAP BETWEEN� STAINLESS STL. ROCKS AND BACK OF CURB SET ROCK TO FULL DEPTH IN CONCRETE BED WASHER—AS WITH REQUIRED 1 "•-1.5"EXPOSURE ABOVE TC. CONDITIONSj WIRE BRUSH FINISH JOINTS 8ETWEE14 ROCKS � 1-4„ � .'�,—FINISH GRADE REQUIRE (TURF SIDE) ROCK HEIGHT 6,9 MIN. PEA GRAVEL CONCRETE BED �.._- _... _ :: '-1.5" INCH ABOVE TC FV'—t5" INTI- 1 1-14; I I I I ~I I 1 # F D ETA L A WONDER TIE INOT TO SCALE FOR ILLUSTRATIVE PURPOSES ONLY IA LODGEPOLE PINE TREE EQUAL—AS NEEDED l i TAKE COPPER NAPTHENATE XZ-3 PLANT N 3" BERM TO FORM — _ . A ,\�f TREATED ANIS DRIVEN IN GROUND PERMANENT BASIN - �� WATER BASIN TO 2;r T. MIN. f) PTH. 2 REQ'D BACKFILL.LBACKFILL.OR �tESI'ALIEIE s0:o MIN, COMPACTED sUBGRAOE OR PIER SPECS NE BASE MKfERIAL PER PLANS AND SPECS. _...__.._.._ 'CINCH TIE' (4) REQ`D III FERTILIZER TABLETS 1. ROCK SIZES UNLESS OTHERWISE SPECIFIED SHALL BE: #3 REBAR, CONI-INUOUS ARBOR GUARD IN TURF AREA =' a {! I - k �I rI« COBBLESTONES: MAX. 12'1 TO MIN_ 6" , NO MORE THAN 50%OF ANY _�. . �..�.:, : E PAINT SILT OR SCREW TO ONE SIZE. PAI EI BACKFILL MIX, I - I X111 I {— RaoTBALL , MATCH SURFACEBEHIND 2. A SAMPLE AREA, MIN. 10 SCI. FT. SHALL BE APPROVED BY NATIVE SOIL 90% COMPACTED 1 1/2"X MIN. ROOTBALL DEPTH— — t SEE SPECIF'ICATION'S 2X THE WIDTH OF ROOTBALLi BACKFILL MIX. THE CITY INSPECTOR PRIOR TO PROCEEDING WITH THE REMAINING ROCK WORK. ---3` HIGH WATER BASIN, PUDDLE AND SETTLE BACKFIL 3. FINAL RESTING POSITION OF ALL ROCKS SHALL BE APPROVED NOTE: AT TIME OF PLANTING PRIOR TO PLACEMENT OF SHRUB ELEVATION VIEW BY THE CITY INSPECTOR, MOW CURB SHALL BE PLACED BETWEEN ALL GRASS AND 4. ROCKS SHALL BE SMOOTH, ROUNDED, FREE OF OBJECTIONABLE PLANTER AREAS UNLESS OTHERWISE NOTED. f y FINS SH GRADE (DISFIGURATIONS AND IRON CONTENT AS APPROVED BY THE CITY WALL 5. CONCRETE SHALL BE CLASS 520—C-2500, 4 INCH SLUMP CONCRETE. i{' AGRII ORM TABLET'S TO ISE %% OV' CONCRM VINE CCUORS 6. WIRE BRUSH A€.LJOINTS AFTER THE INSTALLATION OFTHE= ROCKS. �I !M iilSi RREAS QNLY AF`ER CONCRETE HAS SET, CLEAN THE RESIDUE FROM SURFACES ADDED PER MFG,RECON . OF ROCKS. T. NO JOINTS GREATER THAN 1'° BETWEEN FLOCKS WILL. BE PLAN VIEW ACCEPTABLE. 4" FILLER ROCKS WILL BE ACCEPTED TO MAINTAIN THE 1" JOINT. 2X CTIA. OF 8. WHERE ROCK BORDERS TURF AREA, PLACE 1 CONCREFE EDGE ROOT BALL BFTWEEN BACK OF ROCK AND TURF, �a Ess/a APP t�VELI Y: CI' OF FONTANA p�o�Esslayq A&It]vED BY: CITY OF FONTANA IvaEESSI "� ROVED BY: CITY OF FONTANA ISD�Ess10 P ac1vED Y: CITY OF FONTANA Q�OVESS1 AP ROVE $Y: CITY OF FONTANA 5�A+1 No 6115 CPTY ENGINE DATE "TREE STAKING `� No. 51152 ITY ENGINEER DATE SHRUB PLANTING io.51152 '° CITYFNGINIEI-R DATE VINE PLA'T'TING � �,�.51152 � CITY ENGINEER DATE t TYP. DOCK TREATMENT � s��.51152 � CITY ENGINEER DATE CONCRETE MOW CURB RICARDO SANDOiiAL. RICARDO SANDOVAL RICARDO SANDOVAL RICARDO SANDOVAL RIGJiRI)Q SANDOVAL k EXP. 9130105 � �r EXP, 9130105 � � $K�€P. 9€3410 � � EXP. 91301115 * * EXP. 9130105 CIVIL REVIEWED BY: Tl ik�K_Rs e� - sf C11+�L REVIEWED BY: Timothy. Rostedt � REVIEWED BY: T-i=My Ra stP_Cit y CIV1�. � REVIEWED BY: Timothy Rn-gtad} � I — _ i A a _ _ % ..; , to 0` i REVIEWED BY: Timothy Rnstedf CN;L OF CAL1a DATE OF LUST REVISION. I. _..23 ��_. _ _- S c D. RL��E I�tI, 50'1 ;SHT `i CIF � TF Of CAL�F�� ©ATE OF LAST REVISION. � 28 Oo STD. PLAN N0, 5035 SFiT 'I OF � �� 4tf CA��� [SATE OF LAST REV'ISIOI�I. 1 m- RL�,N NO; SQA ]:SH, "� dDF � �� 11F CAl1�®�' DATE OF LAST REVISION: � �6 O0 STD. PLAN N0. 5045 BHT i OF � �T� Of CAt�IQDATE OF LAST I�lcidISICIN 1. , 9�9? - STD. PLAN No. 5044 :SH:T°I EASY FIT 1 2 3 4 COMPRESSION FITTINGS SUPPLY HEADER VALVE PVC SCH 40 1"-2" WITH COMPRESSION ' FITTINGS177– MAINLINE PIPE LEGEND: AIR/VACUUM 1. EASY FIT COMPRESSION TEE RELIEF VALVE 2. FINISH GRADE3. \ \ \ \ LANDSCAPE DOWN STAKE DRIPLINEE STA E: RANBIRD LDIRSDKIPLINE 4. E COMPRESSION ADAPTER LANDSCAPE NOTE: WHEN GLUING THE 600 -CF -1 DRIPLINE NOTES: ADAPTER INTO THE PVC TEE, USE TUBING 1. IF PUTTING LANDSCAPE DRIPLINE UNDER SOIL, DO NOT BURY MORE THAN 2" BELOW GRADE AND AN ABS TO PVC BONDING SOLVENT INCLUDE AIR RELIEF VALVE (SEE AIR RELIEF VALVE KIT DETAIL LANDSCAPE B. DRIPLINE INSTALLATION DETAIL C. NOT USED DRIPLINE TUBING COMPRESSION ASY FIT COMPRESSION ADAPTER EASY FIT COMPRESSION FITTINGS FITTINGS TOP OF SLOPE 1 2 AIRNACUUM RELIEF VALVE VALVE COMPRESSION 6 SUPPLY HEADER ADAPTER PVC SCH 40 NOTE: WHEN GLUING THE WITH COMPRESSION 1/2"600 -CF -1 ADAPTER NOTE: WHEN GLUING THE 1/2" 600 -CF -1 FITTINGS INTO THE PVC TEE, USE AN ADAPTER INTO THE PVC TEE, USE AN ABS TO PVC BONDING SOLVENT COMPRESSION ADAPTER p ABS TO PVC BONDING W SOLVENT EASY FIT NOTE: WHEN GLUING THE 1/2" 600 -CF -1 Z MAINLINE PIPE LANDSCAPE COMPRESSION ADAPTER INTO THE PVC TEE, USE AN _O W a FITTINGS ABS TO PVC BONDING SOLVENT H SUPPLY DRIPLINE TUBING Q 0 LL w HEADER LANDSCAPE DRIPLNE TUBING PVC SCH 40 J 00 C/) WITH W W W COMPRESSION U > 4 FITTINGS Z Q = Y AIR/VACUUM RELIEF VALVE U AIR/VACUUM RELIEF VALVE d' W 3 VALVE 5 VALVE MAINLINE PIPE . LEGEND TOE OF SLOPE SUPPLY HEADER 1. AIR VACUUM RELIEF VALVE PER PLANS NOTES: PVC SCH 40 2. FLUSH VALVE PER PLANS 1. INCREASE DRIPLINE SPACING BY WITH COMPRESSION FITTINGS 3. PVC EXHAUST HEADER 25% ON BOTTOM 1/3 OF SLOPE 4. DRIPLINE PER PLANS 2. DRIPLINE TO PARRALLEL THE 'an MAINLINE PIPE 5. CONTROL ZONE KIT PER PLANS CONTOURS OF THE SLOPE =' 6. INLINE CHECK VALVE A. TYPICAL DRIPLINE LAYOUTS D. DRIPLINE ON SLOPE LAYOUT E. NOT USED DATE SUBMITTAL TRACKER 10-11-2013 1ST SUBMITTAL p Q `p,NDSCq pF LEN NAR HOMES 12-11-2013 2ND UB TAL SHOULD CONSTRUCTION OF THE REQUIRED ���� ��R A1,, qp IMPROVEMENTS NOT COMMENCE WITHIN TWO 2 TR 17885 - LMD LANDSCAPE PLANS 04-07-2014 MYLAR suBMITTALYEARS OF THE DATE OF APPROVAL SHOWN HEREON =+ DIAL AND CARRIED FORTH IN A DILIGENT MANNER, THE � - DRAWNSK, F N.T.S. TWO WORKING CITY ENGINEER MAY REQUIRE REVISIONS TO THE EXP.DATE DESIGNED BY: PLANTING DETAILS DATE: BEFORE DAYS BEFORE 4/7/14 YOU DIG You DIG PLANS TO BRING THEM INTO CONFORMANCE WITH S DATE SK 10-04-13 A PTOLL UBLIFRSERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT �91F OF CA1 �Fp��\ CHECKED BY : APPROVED BY: DRAWING NO.: 23 I2EMSION DESCIW7 N DATE ENGR. CITY oaTE BM DAIS: 25