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7808 C jjqP MON a CIA }[p ARCHn [Ec lun A= 011"Em r ¢. _ - u 5=11-11 ENCINNTA$v ka/A CJl NIA - N , A, �LANDS E RALPH' S'To ssoc CH-ITECTURE �' 7 7 , HIGH: A ' :. IGI,�' ,Y; S", 11TE 201 " � 5 �. 1NA BEACH, CA 755 3188 , P-140J T INDEX _ SYMD LS` E AT14N MAP ,. � . ASBREV1ATIO & Pt =TING AREA' ASPHALTIC CONCRETE 'EXT. :EXTERIOR . G- P.A LAN DETAIL -A . ASPHALTIC EMULSION P.F', FINISH FLOOR R.E. POOL EQUIPMENT SHEET SHEET TITLE; ZCN.' ALIGNMENT �- F.F.E„ FINISH FLOOR �ELEV. PROPERTY LINE QUART SECTION ORELEVAT ON, F.G. ''FINISH GRADE 4 S! x ALT. ALTERNATE AN &` LEGEND 0 AT FIN. FINISH” R. RISER " CONSTRUCTION AND STAKING PL R., . RADIUS EQUALS REFERENCE POINT .. SD. HOARD' E.L. FLOW ,LINE RE, RAD. . RADIUS . :BUILDING FiR. . , FLOOR TAKING PLAN LEGEND- & NOTES. UIBD k A .,. CONSTRUCTION AND $EAM P.O.' ., FACE' OF CONCRETED4 ELSTINC VEGETATION t0 'RSMATM R4O.S. ;BOTTOM OV LOPE F,O.S. ,PACE OF STEPS RlS. RESAiA RETAINING �� — W O WALL . > Nx FACE ar Face OR WALL �j IRR CATION PLAN $c LEGEND i.$. . 841'1OM OF STEP F.O. ._ ,FACE .F L ? �;,, . ,. IN AGE::. �+ . RO ' . . ^H.W�. � BOTTQ�ltOF WALL F.S. ' FINISH ' 0 SAWN a " _ ROS., . 'ROUGH ANGLE ` G.B. CATCH BASIN G. FOOTING ., IRRIGATION PLAN & NOTES C.I. CAST IRON GAL. GALLON :CONTAINER, - R.S,. ._ REZNF€RCZNG. STEEL L k _ RWD. REt14�40D CENTER LIKE "�.h. ► ,. CENTER LINE ' GALV. ALVANI2ED � ,.. _ e .� SHT. '. SHEET ,,.. R. CERAMIC G.C. :. ....ROUND 'COVER �, � L � PLANTING PLAN LEGEND & :NOTES S.L.A. SELECTED BY L.A. _ _ Y - PLAN, ,LEGEND C.3 .. .GOLD JOINT G.L VANItED IRON PROPERTY LINE SP. SPREAD CLR. CLEAR ,CL. GSS - .. _ SPEC If Tloras n �-' . LEGEND SPECS. SP I cA n£cKDRAZi+ PLANTING PLAN & LE ,.� G.O. CLEAN OUT H.B. H(r5E BI$8 ,., � - �� COMMON HDR. HEADER 5Q. SQUARE fxkh S.S.' SELECT STRUCTURAL Q CATCH BASIN �_ 1 ;GONG.' CONCRETE HORZ. HORIZONTAL 4 SURFACED 4 SIDES s CONT. coNTlNUU[is H.P. HICHPOndT s s L-7 CONSTRUCTION DETAILS 4, STAG. STAGGERED TOP OF CUT OR FILL SLOPE C.T. CERAMIC TILE HT. HEIGHT I'. TREAD ylu : COUNTER SINK I.D. - -.INSIDE DIAMETER �' ENCI � cTSK, � I. _ P1_ANTI G IRRIGATION DETAILS _ L N & « T.C. TOP OF CURB t66 EXISTING CONTOURS � ;a , r � _ d � PENNY INT. . �. INTERIOR , s T,Fc TOP OFFENCE "DBL. DOUBLE °� NV, . '`INVERT, —010 T. FW: TOP Of FLASHWALL PROPOSED CONTOURS t I D. , ; DSM DRAIN T. JOIST SPECIFIC TONS ..,..,. T T6G TONGUE AND GROOVE x a � , ; ,., �AET. DETAIL A. . LANDS £ ARCHITECT T.O.F.' TOP DFFOOTING � EXISTING ELEVATION D.F. DOUGLAS FIR L.C. LANDSCAPfi CONTRACTOR DECOMPOSED ?E NUM T.O.S. TOP OF SLOPE D.G. ECO GRANITE. MAX. MAXI I.S. TOP OF STEP PROPOSED ELEVATION 1 D.I. DRAIN INLET M.B. MACHINE -'T.W. TOP OF WALL DLA. DIAMETER MFR. MANUFACTURER , D.L. DRAIN LINE MIN. MINIMUM TYP'. TYPICAL — FLOW TINE DR.TR. DRAIN `TROUGH M.T. MULTI-TRUNKED VERT. VERTICAL EA. EACH NCN NO COMMON NAME W/ WITH E.J. EXPANSION JOINT N.G. NATURAL GRADE W.H. WEEP HOLE N.T.S. W.I. WROUGHT IRON ELEC. ELECTRICAL N.LC, NOT IN CONTRACT _ ELEV. ELEVATION NO. NUMBER' W/0 WITHOUT E .. E UAL N.T,S.=-,NOT TO SCALE W.W.M. WOVEN WIRE MESH c ap R Q Q ESP. ESPALIERED . ' O.C. 'ON CENTER .. t S DE DIMENSION EX. EXISTING �?.Da , OUTSIDE . : , —�T V� 1 REVISIONS BY -7-8s- KM NOTE: Realign all irrigation piping to avoid cutting through concrete sidewalks and driveways . All piping shall be 17. realigned through asphalt or gunite areas . Should It become necessary to run piping through concrete sidewalks entire sidewalk section shall be removed and replaced or bored 'F ) under { per our walk-thru with y'ou we do not see ' this as being necessary anywhere within the right-of-way ) . Patch and reseal asphalt cuts to original condition. $UBSURFACE 'DRAINA ,F LEGEND; PLANTER LEGEND O CLEANOUT ••—•— N.D.S . 4" DIA. PVC DRAIN LINE DURO 4�T tT011L s°-I- so ALL DRAIN LINES TO HAVE MINIMUM OF 2°� SLOPE FOR PROPER DRAINAGE , `o FLC�ifTER — I�E.`�ICjr`i ��1Alt l� r— ' rj r 2 , ALL PLANTING AREAS TO DRAIN TO CATCH BASIN AT MINIMUM OF 2% AS °'ITS E r Ftlw1► 1iH i' C3 X159 Cfl9 �� b Z C19 U SHOWN ON PLAN , 10 Z unumuumumi ACO NW100 SERIES CHANNEL SLOPE - INSTALL PER MFG. SPECS. -5L- 2Z � SxSKzZI� Z W r LtJ co - - _ _ _ i�ATiJlzt�i . CF�TEJ /_cttt� �JI t N .i'iF�lt Its • a W p I _ Q C)>- r Uj CL . + . Q } s ' V 3: � j k z � 1 I t� 1 1 I I t 1 DATUM POINT C III (TYP. SYM.) 1 tn EXISTING PLANTER AREAS - ALL PLANT I Z 1 MATERIAL TO BE REMOVED. FILL AREA WITH 1 3- 1 /2" CONCRETE REINFORCED W/6X6X10 W.W.M. - 1 MATCH TEXTURE AND COLOR OF ADJACENT 1 CONCRETE WALKWAY. - r J i 1YP . O III I V EXISTING CURB LINE TO REMAIN ASPHALT CUT OUT - I LOCATE 5'x5` ASPHALT CUT OUT TYPICAL C STREET TREE PLANTER L-7 _i TYPICAL CENTERED ON PARKING SPACE ( EXISTING DRIVEWAY TO-REMAIN , STRIPING AS SHOWN EXISTING CURB LINE TO REMAIN I ' TYPICAL I 1 z ' 5'x6'x22" CONCRETE PLANTER t•� ' SYM6OL A 1 S'x3'x22" CONCRETE PLANTER ISYMBOL B NOTE: SEE PLANTER LEGEND CJ91� ,'ti ® © © CJ I ;' EXISTING PLANTER TO REMAIN I I nnllnnnl K (o� °o nI°I°n°nmr♦Imy�mngr�mmnm TRENCH DRAIN L-8 (TYP.SYM.) CONCRETE CUT OUT PLANTER _ a in D o �! --- - - ASPHALT CUT OUT I / ' I ° o \' • u \� I ( L-7 WITH CURB PLANTER MATCHLINE SEE — � fit ��� Q -•---�w- L-2 MATCHLINE SEE SHEET NO. w L—� � � � � l����Fi�I� � ��-�i� �� '�-!•�=fir�ilift��==:•._! .i^'_Q� goie-Y MwNU. SHE ET NO L-2. <a3� o ==NOYJ F ❑ 2< VZr QW HV.1 VVW3+V y - + i C�'Z J+ •� ��r'<OV WN'W+tWZN , I N� NWN J <r 2 II C9-� Date: 4-20-88 EXISTING LIGHT STANDARD TO REMAIN TYPICAL scale: 1 -20' Z Drawn:' 0 JJB -rW: L-7 5,x5,_._.._ (- ASPk_1ALT CUT OUT WITH- CURB PLANTER! TYPICAL Approved: RS V L-7 ASPHALT CUT OUT WITH CURB PLANTER For Construction Details - See Sheet L-7 Job: 71 107 For Construction, Staking & Demolition Notes — See Sheet L-2 � Shaer: � o Of 9 Sheets ! 1 REVISIONS BY ( D��) LTI:ON NOT S LEGEND: �QNSTI�CTTO�I NOTES D 7-88 1 . ALL MATERIALS AND CONSTRUCTION TO CONFORM TO APPLICABLE GOVERNING 10. ALL SUBGRAUES UNDER HARDSCAPE TO BE COMPACTED TO 95%. 1 . CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT PRIOR TO DEMOLITION. --- - - 'DENOTES CUT IN ASPHALT: OR CONCRETE'" ON CODES AND REGULATIONS. 11 . FOOTINGS FOR ALL WALLS SHALL BE APPROVED BY THE OWNER' S AUTHORIZED 2 . ` CONTRACTOR SHALL VERIFY ALL PROPERTY' LINES ' AND LOT LINES` PRiOR `T0 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT PRIOR TO CONCRETE POUR. DEMOLITION. - - - DENOTES CUT IN GUNITE Q -12-2I3 v ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES . CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACE- 12. GENERAL CONTRACTOR TO PATCH ALL CUTS IN ASPHALT, CONCRETE AND GUNITE AS REQUIRED. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH As RLC3 MENT OF SAID UTILITIES . �� ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES . CONTRACTOR SHALL PARKING DATA TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACE- 3. CONTRACTOR SHALL NUT WILLFULLY PROCEED WITH CONSTRUCTION WHEN IT IS MENT OF SAID UTILITIES. MAXIMUM CAPACITY - 169 OBVIOUS THAT U14KNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT STAKING NOTES: MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE 4 . CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH DEMOLITION WHEN IS IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER' S AUTHORIZED REP- OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST ST THAT RESENTATIVE ANb/OR LANDSCAPE ARCHITECT . THE CONTRACTOR SHALL ASSUME 1 . ALL DIMENSIONS TO BE TAKEN TO NEAREST 6" . MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO 2 . ANY DISCREPANCIES IN DIMENSION SHALL BE BROUGHT TO THE ATTENTION Of IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER' S AUTHORIZED REPRE o GIVE SUCH NOTIFICATION. THE OWNER OR THE OWNER ' S REPRESENTATIVE IMMEDIATELY . SENTATIVE AND/OR LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL,ASSUME 3 . WHEN ALL STAKING OF CONCRETE PADS, CONCRETE WALKS AND CONCRETE WALLS FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO � Z CJ 4 . CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD. GIVE SUCH NOTIFICATION. ANY DISCREPANCIES SHALT BE BROUGHT TO THE ATTENTION OF THE OWNER' S IS COMPLETED, NOTIFY OWNER OR OWNER ' S REPRESENTATIVE AT LEAST 24 ~ Z U AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT PRIOR TO HOURS PRIOR TO ACTUAL CONSTRUCTION OF WORK . 5 . CONTRACTOR SHALL NOT REMOVE ANY EXISTING MATERIAL WITHOUT APPROVAL. '" Z a CONSTRUCTION. NO MATERIALS SHALL BE REMOVED, DESTROYED OR MODIFIED BASED ON ASSUMP- W Q ca TION ONLY . v m a 5 . CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRAC- TORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS.. CONTRACTOR SHALL CONFORM TO O.S.H.A. REQUIREMENTS FOR DEMOLITION. 9 Q 6 . ALL SURFACE FLOW TO BE DIRECTED AWAY FROM BUILDINGS. 1 . CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRAC- O W Q TORS AS REQUIRED TO ACCOMPLISH DEMOLITION OPERATIONS . = C0 7 . ALL SURFACE FLOW TO Bf MINIMUM 2% IN PLANTED AREAS AND 1% IN PAVED AREAS TO PREVENT PUDDLING. ~ �. S . CONTRACTOR SHALL VERIFY ALL PROPERTY LINES AND LOT LINES PRIOR TO ' LOCATE 5'x5' ASPHALT CUT OUT � H CONSTRUCTION. } CENTERED- ON W It E+ PARKING SPACE (l(l(lcccS55'''''���,���, 9. ALL CONCRETE PAVEMENT FORM LOCATION SHALL BE VERIFIED FOR LOCATION STRIPING AS SHOWN (� AND GRADE BY THE OWNER' S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE cc ARCHITECT PRIOR TO CONCRETE POUR. D �� I Erl) L-7 ASPHALT CUT OUT WITH CURB 'PLANTER o W o ❑I I C/) _ DATUM POINT (TYP. SYM.) t� n t. t t -- Q _ _0 MATCHLINE SEE �" I °n� MATCHLINE SEE � �i� � �� �����_��� ��� � � ee1 � �� �ie�eel SHEET NO. L- 1 I , ,. SHEET NO. L- _ � tr HEE 1 E ASPHALT CUT OUT v L-7 STREET TNTREE PLANTER Tyr I u I , . Z i i`C€~`!rte.,, �.. ;2x4 RDWOOD HEADE ` r . ` i 1 , O E ASPHALT CUT OUT PLANTER LL '♦♦ H- — L-7 J t _ JUTTE MAT EROSI N u NTROL MATTING '�1 '' / / ♦,` I Q TYP. SYMBOL r ♦. t U _ � ♦ I ' gr=—k EXISTING CURB LINE TO REMAIN CO 11 �. EXISTING CURB LINE TO REMAIN ' ♦� -0 19-0 241-�i II,I, -DAYLIGHT DRAIN AT CURB p / - L-7 ASPHALT CUT OUT WITH CURB PLANTER �-7 � U TYPICAL � ' � ` " -- a M ' r-1- ) I ( P RAISED PLANTER BOX ----- - - II p 1 `U Uj {` 41 p ASPHALT .CUT OUT WITH CURB PLANTER L-7 - I L 7 WALL STEP (TYP.SYM.) =a Z , - EXISTING LIGHT STANDARD TO REMAIN _ TYPICAL EXISTING CURB LINE TO REMAIN N -0 GUNITE z-c;l ! " E � t GUNITE CUT OUT PLANTER PROJECT SIGN E ;°� °' EXISTING L GUNITE CUT OUT PLANTER ' 1�1 t t PLANTER TO REMAIN # Itj_.p L-7 EXISTING OLEANDER TO BE �r - - -I-4 I 41 z�1 �i 5 REMOVED - e q!� (9_0 v v v `\ - - - - - - - - - - - - PROJECT QSIGNAGE a _ _ LY Ai — v ' A _ - - - - „ . GUNITE CUT OUT PLANTER "° -� -- - - -Y' RETAINING WALL _ _ ., i � WITH R Z _ <2Z�izw.[v00 v D CONCRETE CUT OUT PLANTER ASPHALT CUT OUTi B L-7 f RAISED PLANTER BOX Y° ' ` WITH CURB PLANTER GUNITE CUT OUT PLANTER WITH RETAINING WALL L-7 Dat L-7t- --- I1 ' E GUNITE CUT OUT PLANTER 4-20-88 C GUNITE CUT OUT PLANTER LA7 ,F? Pa:� r,(J EXISTING CONCRETE BEAM TO REMAIN` L-7 TYPICAL Scale; 1"-20' WITH RETAINING WALL �� � � TYPICAL, 7� "" !� �1f � TIGHTLINE DRAIN - DAYLIGHT L_7 ASPHALT CUT OUT PLANTER BOX Drawn: (� -.'" JIB I' (`J�) �!f ?-Qtg AT CURB BOTTOM Or SLOPE <—�'-��— � Approved: - ( �� '✓ Fi �� NOTE: Reallgn ' all . irrigation piping to avoid cutting through RS concrete sidewalks and driveways. All piping shall be X06 realigned through asphalt or gunite areas . Should it become 71107 ' necessary to run piping through concrete sidewalks entire For Subsurface Drainage Legend - See Sheet L- 1 sidewalk section shall be removed and replaced or bored shat: under (,per our walk-thru with you we do not see this as L-2 E For Construction Details - See Sheet L-7 being,necessary anywhere within the right-of-way) . ' Patch and reseal asphalt cuts to original condition. Of 9 sheen , — — RE ISIONS 0Y ; IF;RIGATION LEGEND SYMBOL MANUFACTURER , MODEL & DESCRIPTION RAD PSI GPM REMARKS i m TORO 5700-6P SB-90-PC POP-UP ADJ . STREAM BUBBLER fi' 40 . 50 V TORO 570C-6P SB-180-PC POP-UP ADJ . STREAM BUBBLER 4 ' 40 . 90 } p TORO 5700-6P SB-2-180-PC POP-UP ADJ . STREAM BUBBLER 6 ' 40 50 TORO 57OC-6P SB-360-PC POP-UP ADJ.- STREAM BUBBLER 4 ' 40 1 . 8 TORO 570.6P•4'-E.ST-PC P(?P-UP SPRAY SPRINKLER ® TARO 5700-3P FB-25-PC POP-UP . FLOOD BUBBLER 40 25 O TORO 570-6P-4'-SST POP-UP SP RAY SPRINKLER eD ® RAINBIRD RPA-125-R REDUCED PRESSURE BACKFLOW PREVENTER WILKENS 500 SERIES PRESSURE REGULATOR W/STRAINER USE SPRING RANGE 'B' ib �zJ C� H HAMMOND GATE VALVE-LINE SIZE YyY "� Z IRRITROL MC-12 AUTOMATIC CONTROLLER-WALL MOUNTED f C� Q UJ TORO ,SE4RfES 252 ELECTRIC ,REMOTE CONTROL VALVE IN GREEN RECTANGULAR BOX CD ® TORO SERIES' 264-06.03 3/4" ELECTRIC- ♦�REMOTE CONTROL VALVE IN GREEN RECTANGULAR BOX v Q CHAMPION GCV-100L QUICK COUPLER VALVE z NON-PRESSURE LATERAL LINE CLASS 200 PVC-BURY 12' • Q UVR-P C 1120 ULTRA I T RESISTANT SCHEDULE 40 BROWNLINE PIPE 0 SSUAc NE SC ULE PVC-B Y 8 to =m=== SLEEV I NG SCHEDULE 40PVC-BURY MINIMUM 24 ' BELOW GRADE • _ CONTROLLER SEQUENCE W N 0 In ' _ _ - - - - - - _ — — _ VALVE SIZE _ = H.. I TIE VALVE INTO EXISTING MAINL)VE – – _ � ADD WIRING TO EXISTING CONTI/iOLLER _ – — _ _ – _ — _ GPM (GALLONS PER MINUTE) �, U cc THROUGH EXISTING CONDUIT " — i d } p � I 4 � o � uj , I I I ' 1 I I 1 I It DIG THROUGH EXISTING ASPHALT ' Q FOR IRRIGATION TRENCHING. , ' DIG THROUGH EXISTING ASPHALT z I I FOR IRRIGATION TRENCHING. Q m l � o Q TIE EXISTING FEED FROM 1-1/2" Q I _ t/ BRO�/NL1NE IRRIGATION' PIPE TO BE PLACED METER TO ADJACENT 5/8" METER – E'— r IN TRENCH DRAIN. SEE DETAIL 1-1 /2" METER TO SERVE AS U p / , IRRIGATION METER ONLY. l %. . IIRRIGATION FOR EXISTING PLANTER I \ I I`1L�xit'IL IPi C��S 4D – 2Cv.5�j � I L_ _ TO REMAIN } M CAP A � � P 114 FA I_ A-1 ��a 4t II I • 112 8 ir` �► sss I A-3 9 W1111111. - IIZ��'r 42 1i2 '�4 �• 4 >t /2 I° 1114 `7 !z MATCHLINE SEE E INE SEE MATCHL -..--------------- ..-��-....�-� -_---_- ------------ -->.s--�..-�.��---,.,� � ---�-�---- ---- --�-��---..--�.� ,.�-- -•.-.. a- ----a SHEET NO. L-4 p M a�aCHLI E S�- ------ �., 1 • �HO SuvGi<'• aWt.uKi2i SHEET NO. L-4 �<yy =_NKW ; <� II I��2 oZWCaa zz(�+ '•��� ♦ yk' l Nr<�W NVp 2 3 0L y<J• S <yyZ NDY_Z aQC � KS�.i>Zi yJ4 L l_W! I: Date: i li -- – ----- I I 4-20 T 818. Scale: j"_2I0` ` Drawn: 5Eb Approved: RS For Irrigation Notes-See Sheet L-4 � ' 16' For Irrigation Specifications-See Sheet L-9 sneer. Fo _ NOTE: SAW CUT EXISTING PAVING TO INSTALL IRRIGATION LINES. 3 For Irrigation Details-See Sheet L-8 COORDINATE W/GEN'L CONTRACTOR ON PATCHING } ASPHALT AND CONCRETE CUTS. Of g sneata I _ I j REVISIONS BV -7-88 K-K ` 02 12 b� IRRIGATION , NOTES 1 . IT IS INTENDED THAT THE CONTRACTOR SHALL INSTALL SYSTEMS THAT ARE 10 . CONTRACTOR SHALL INSTALL ALL EQUIPMENT AS SHOWN ON DETAILS . COMPLETE AND FUNCTIONING PROPERLY IN EVERY WAY . 11 . HOSE BIBBS SHALL BE LOCATED IN SHRUB AREA A MINIMUM OF 3 FEET BACK 2 . CONTRACTOR SHALL VERIFY WATER PRESSURES, MAIN LOCATIONS, SIZES, ETC . FROM ALL PAVED AREAS . PRIOR TO BEGINNING WORK . NOTIFY LANDSCAPE ARCHITECT OF ANY DIS- 12 , HOSE BIBB RISER $HALL BE �UPPORTED WITH N0, 3 REBAR, A MINIMUM OF C REPAN Y . 24 11 LONG. RISER TO BE SECURED TO REBAR WITH COP P ER BAN D LOCKING 3 . CONTRACTOR SHALL BE RES 0 P NSIBLE FOR COORDINATING HIS WORK WITH DEVICES, A MINIMUM OF 2 PER RISER . , OTHER TRADES . ADJACENT E 13 . COMPACT BACKFILL FOR TRENCHING TO DRY DENSITY EQUAL TO A ACEN 4 . CONNECTIONS MADE FROM MAIN SUPPLY LINES SHALL BE MADE HORIZONTALLY . UNDISTURBED $OIL AND CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER IRREGULARITIES . PLACE INITIAL BACK- e) 4 5 . PROVIDE MINIMUM 1811 COVER OVER ALL PRESSURE MAIN LINE PIPING AND FILL ON ALL PRESSURE LINE5 USING A FINE GRANULAR MATERIAL, NO 12" OVER ALL NON-PRESSURE LATERAL LINE PIPING . ALL PIPE UNDER FOREIGN MATTER LARGER THAN $'1 IN SIZE WILL BE PERMITTED. Z PAVED AREAS SHALL BE PVC SCHEDULE 40 . PIPE SHALL NOT BE BENT TO r. Z I ACHEIVE DIRECTIONAL CHANGE . 14 . REMOVE BURRS FROM PVC PIPE ENDS PRIOR TO SOLVENT WELDING. .-. ' 6 . ALL SLEEVES SHALL BE SCHEDULE 40 PVC . SLEEVE SIZES SHALL BE AS 15 . ANY DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL BE REPLACED OR CD Q W FOLLOWS ' USE 211 SLEEVE FOR PIPE SIZES '01 - 1", USE 3" SLEEVE FOR CORRECTED BY THE CONTRACTOR AT NO COST TO THE OWNER. t0 J in PIPE SIZES 1'r" - 1%", USE 4" SLEEVE FOR 2" PIPE SIZE . PROVIDE v Q 16 . CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH (24") COVER FOR ALL MAINLINE SLEEVES, AND (24") COVER FOR ALL ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL • LATERAL LINE SLEEVES UNDER PAVED AREAS . TAKE SOLE RESPONSIBILITY FOR ANY INJURY OR COST INCURRED DUE TO J 7 . THIS DESIGN IS DIAGRAMATIC. EQUIPMENT SHOWN IN PAVED AREAS IS FOR DAMAGE AND REPLACEMENT OF SAID UTILITIES . uj Q DESIGN CLARIFICATION ONLY AND IS TO BE INSTALLED WITHIN PLANTED AREAS WHEREVER POSSIBLE . ALL PIPING SHALL BE LOCATED ALONG EDGES T OF PLANTING AREAS EXCEPT WHERE INFEASIBLE TO DO S0. U T B . CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN vzo� LLI N IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE W DIFFERENCES EXIST THAT WERE NOT KNOWN DURING DESIGNING . SUCH CON- DITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER ' S REPRESENTA- t) TIVE AND/OR LANDSCAPE ARCHITECT. OTHERWISE CONTRACTOR MUST ASSUME ° FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS . CC 9 . CONTRACTOR SHALL FLUSH ALL LINES . p O I I t2/:1 (n /11 d Uj I T L INE SEE MATCHLINE SEE M A CH ssssss s sssssss sss s sssss+sssrs,-sssss s s s s s s ss sss s s s s s s s sr•s s s s s s s s s s s s s s s s s s s s s s s s s s s s s Is s s s s s s sl s ssssssssssssssssss ss ssssssssssssssssssss sss SHEET NO. L-3 1 _- � '•; I ,� ,tl,15� i SHEET NO. L-3 I - _ __ -- ____ LL I z LL \ II II II I I r it 2 ii II li 3� �� -- -- -• - '-- _' • O ! I I II II II - - - - - I •r_ wN� ... I - I 9 II I 1 l II � 111 11 I II ! \ II II I II VJ � I I r z LIMIT Op �� I •I T Q BROWNLINE PIPE 1 11 a II V-7- k I z — I II I• - '�2 U A-5 r I w � ICI 1 jl I'i j St :1931 1 ii II al 1 II A-9 1 1 A V < IW x,5.1 �'Iz zqz �'Ix .: <.f JW r�,. ,•.:�V Date: 4-20— 8 e; 1 N=2,01 I For Irrigation Legend-See Sheet L-3 °.awl,: SEB For Irrigation Details–See Sheet L-8 proved: Rs For Irrigation Specifications-See Sheet L-9. _ /' \ 7110i eet: . NOTE: SAW CUT EXISTING PAVING TO INSTALL IRRIGATION, LINES. - —4 COORDINATE W/GEN L CONTRACTOR ON PATCHING i ASPHALT AND CONCRETE OUTS. g meets 6. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO CONTACT THE 17: SEE DETAI,LS .AND .SPECJFICATI N REVISIONS BY GROUND COVER LEGEND - PLANTING NOTES OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT FOR Q S FOR STAKING METHOD, PLANT PIT DIMEN- ' FIELD APPROVAL OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. BOXED SIGNS AND BACKFILL REQUIREMENTS. ". Botanical Name Common Name Size Quan . Remarks 1 . CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH TREES SHALL BE APPROVED IN THE NURSERY PRIOR TO SHIPPING. NONCOM- 18. CR?WN OF PLAT" � 7 7-8$ SMI, PLIANCE WILL RESULT IN REMOVAL AT THE DISCRETION OF TILE OWNER' S SHALL,BE SL';GHTLY GJiGHER; AFTER SETTLING, -�-�- ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL AUTHORIZED REPRESENTATIVE AND/ R AGJACENT' SOIt. <s TAKE SOLE RESPONSIBILITY FOR AN'1 INJURY OR COST INCURRED DUE TO Q LANDSCAPE ARCHITECT. ��. gfrt-tilt' DAMAGE AND REPLACEMENT' OF `SAID `UTILITIES. - 119- CONTRACTOR SHALL INSaALL ALL TREES AND SHRUBS . PRIOR TO PLANTING OF �f•� Dietes Veget$ 1 gal A91 4 � per 7. AT LEAST ONE PLANT OF EACH SPECIES DELIVERED TO THE SITE WILL HAVE ` GROUND COVER. `�• (�� planter AN IDENTIFICATION TAG FROM THE SUPPLYING NURSERY SHOWING COMMON AND IB Dietes Vegeta: ....__.. - - Fortnight illy 1 gal . 54 (o per 2. CONTRACTOR SMALL NOT WILLFULLY PROCEED WITH PLANTING AS DESIGNED AN NAMES. 20. ALL PLANTS SHALL BE TRUE TO NAME AND SIZE IN ACCORDANCE WITH I n er WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES T THE ' STANDARDS AND PRACTICES RECOMMENDED BY THE AMERICAN ASSOCIATION OF Hedera helix 'Hawnii ' Hawn ' s Ivy flats - 6" O . C . EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS 8• ALL PLANTS SHALL BE PROTECTED AGAINST HEAT, SUN, WIND AND FROST DUR- ING TRANSPORTATION TO THE SITE. DO NOT STORE PLANTS IN TOTAL DARK- NURSERYMEN. SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHOR- FD Annual Color 4 ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE NESS MORE THAN ONE DAY. " TO GIVE SUCH NOTIFICATION. 10 FAILURE IZED REPRESENTATIVE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL pots - 12" O . C . - 21 . ALL GROUND COVER SHALL BE PLANTED AT 12" O.C. TRIANGULARLY SPACED to be 9. WILTED PLANT MATERIAL SHALL NOT BE PLANTED NOR USED ON THE PROJECT . UNLESS OTHERWISE NOTED ON PLANS . changed seasonally 3. CONTRACTOR SHALL REVIEW SPECIFICATIONS PRIOR TO COMMENCING WITH iB. DO NOT DAMAGE PLANT ROOT BALL DURING TRANSPORTATION OR PLANTING 22 . CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREAS IN A WEED AND D Ficus pumlla Creeping Fig 1 gal . - 24" o . c . PLANTING OPERATIONS. PROCESS. DEBRIS FREE CONDITION THROUGHOUT THE MAINTENANCE PERIOD. m IT. CONTRACTOR SHALL,, IMMEDIATELY UPON THE AWARD OF THE CONTRACT, ORDER 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTKAC- LOCATE AND PURCHASE (OR HAVE HELD FOR HIM) ALL PLANT MATERIAL RE- QUIRED ' TORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. BY THESE PLANS AND SPECIFICATIONS. V to 5. CONTRACTOR SHALL SUBMIT DOCUMENTATION TO THE OWNER 'S AUTHORIZED REP- b RESENTATIVE AND/OR LANDSCAPE ARCHITECT AT LEAST TEN WORKING DAYS 12. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE LANDSCAPE ARCHITECT P Z f PRIOR TO START OF WORK THAT ALL PLANT MATERIAL HAS BEEN ORDERED. DUE TO CONDITION, FORM, OR DAMAGE BEFORE OR AFTER PLANTING. ^ Z n Q CONTRACTOR SHALL ARRANGE PROCEDURE FOR .INSPECTION OF PLANT MATERIAL 13. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT to WITH THE OWNER ' S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT QUANTITIES SPECIFIED. � m AT THE TIME OF SUBMISSION. 14. FINAL LOCATION OF ALL .PLANT MATERIAL SHALL BE SUBJECT TO THE APPROVAL - v a OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT. ! aI CONTRACTOR SHALL NOTIFY THE OWNER' S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT AFTER LAYOUT IS COMPLETE AND BEFORE INSTALLATION © W Q ���. _ FOR INSPECTION. I 15. ALL PLANTING AREAS SHALL RECEIVE WEED CONTROL PROCEDURES AS OUTLINED cc IN SPECIFICATIONS. iii r poi16. ALL ROCKS AND DEBRIS THREE INCHES AND LARGER SHALL BE REMOVED FROM W N� _PLANTING AREAS AND THEN FROM THE SITE. Uj NI 'I 1 t .I cc CO LU a o l Q ZQ �I B I 1 Lij , 1 , 1 , F , t I K {/.T_ 1 �✓ry$r f` ° 6 r f ' Q i � ���-� �( L D 1 LLI C � 1 D D :® I A C a B - MATCHLINE SEE C MATCHLINE SEE •� ��� �� ��� � •� ��aat �a� �� � ���a�an �� �� ��aar� a�� •����� ��� ����� �� �� •���� � I� ��� �t�� •��>•s��a��a���� � �+��� tSE���s� _�. z <:'i: o SHEET NO. L-6 w ���-W CC -- _ SHEET NO. L-6s�Wz=p Mf4yyZ V. CQ3RW 4 V u t NOW W r J> NOF• q1 WNWr..�WY 1, ❑' � .N<a<i� WZiDiZ I 4Zy�wtypOS 2�22 00 v OZZ�Y •Ni O`�Zn (' W w J<Z ZaG pp Date: —20-88 Scale: +t_20, Drawn: J B Job: Z For Planting Details-See Sheet L-8 107 1= / Sheet: 7 For Planting Specifications-See Sheet L-g .5 Q J Of Sheets A GROUND COVER LEGEND REVISIONS BY Botanical Name Common Name Size Guan . Remarks —fv - 7-7--88 SML r4ttniout tom', 1 ga I . & 4 Per planter Furrntght Lily . ' 1 gal �9. !9 'per tr' © Dietes Y.e9eta I an r ti ��— 611 o . c . C Hedera helix ' Hawnii ' Hawn ' s Ivy flats - 411 pots - 12" O .C . D Annual color to be changed d seasonally Creeping Fig 1 gal . - 2411 o . c . F i CUS pum i l a TRAIN ON WALL WH NOTED a TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL. 18" O.C. Z U Z T Zv Q Q ..J W M d < I � z cc 0 �_- LIJ c4 QP Uj I v v 0 U � I JB z MATCHLINE SEE MATCHLINE SEESHEET NO. L-5 SHEET NO. L-5 0 Z XP D I �1 O E F A ((y� ����YY))�� jA,� jf� LY t.��G✓€ • f '"." ,� � .. 'I�-F=�'=;,,G,,t' `F E" -MJI�I _I�I�I�f�� � " ` �r-TrA�'j,I A © C -� � - E Z I W iC J 3 , C • 1%_ C { h 71 LJh'if / V {� Iz/� 1✓r��7 TRAIN ON WALL Flex TRAIN ON WALL E ' \ — TRAIN ON WALL w» EYr NI rW` TJr.y1,j E D =srW>y 1 • • • • < yy fZi.0'i MNNNJ TRAIN ON WALL C I� �/EC� N G W 3 N - Y< JNV NW.<N <1L2W I Fob � I ANT 1 iii E E E ot�>r�= J 3 o A TRAIN ON WALL TRAIN ON WALL 4 TRAIN ON WALL Date; 4-20-58 Scale: 1 n 20 Drawn: C C Approved: RS �1 NOS: For Planting Notes-See Sheet L-5 R ,�b: 7110 Z For Planting Details-See Sheet L-$ Sheet: `'� For Planting Specifications-See Sheet L-g Q Of g Sheets REVISIONS B ?xloj1^Ib bl %N -+— fay��M 1, h`=f�+-tA l.T – LNG=ti T�= !^�N •': � �. z-8� >� YZ't t Uy <T`(P r V TN 'K21 or-�) — — x I GoLU 1'1 N ( 1 Gr M} {J I coL ar'IN �I-Y 1 44+ F ra Nh'(L V 1--T L� 1'I D, '� F-�X��+�" GON n 11U Wz "/ I �,� r a4"talc- ►� ou�w -IC.�f-�C �: a . 4 x�o r pr Tll'ii i,r I % -W Ill} t•. I ----- -n fE I BEAMS-1Li-R€C1�1i 1, PORTER PAIRITSCII 43 EPDXY RRIMER • _._ -- ` 2�10 AJVi) 2xd- G. h�� 31 r:�U -- - -^}i4 �F S. AA9FIX EPQ s t, AND'2,COA,TS PORTER PAlarrs'IVICR 43 iilt�+ EQUAL CON7RACTt' C� �i f°l Lj �J D� �,� CaiQ�3S' �P `T+Of AMiGkEIItV. co /-- �-Y .� 7 • -N,aI L�U TC' �Fk+ P�JV � �E'6•Sl[CT~wDfaS� S tD 1�ANt?S+EiAE'E Ai�Fil�`EGT FOR COLOR � Z 1✓NV �'� �I�d�i't f=-,�ii.�� 1�.1f P� ' es�" � G�-U� ���� �.GTI�M I�-�'� ;w. Lw 'ACt #. �i # s �� Arsr� � � , a Z �Tu , r= 'v -fl A' 12,a=I!01 G + ' �td� I F. -� m i r jI l•IM11I Nij� > Ia- RI IIoPO.G• • a ti W 0 r D L � c;u%b1G UI,G� L Wr'-LL L � VL U o to Ld A �� IIS- I�YI 1L1i i U Wool Q � W o (� -DETAIL PREPARED UNDER THE DIRECTION OF REGISTERED PROFESSIONAL ENGINEER,ROBERT SOWARDS, LICENSE #26404. SCALE: 1" = 1'-0" _ ALCULAONS AVAILABLE UPON REQUEST.,U _ G PLANTER BOX END DETAIL D ASPHALT CUT OUT/CURB PLANTER A GUNITE CUT OUT PLANTER W/RET. WALL Z a A J 1+ Sidewalk cub Der B B Std. On G41 21 "d 3 A ' PLAN _ �Z x 4- r N. fo -- -- -- -- --- -_. � Ialtr WrI�N? jolt M!x- 4.� SECTION AHriI -vA WLT r , - F.- wIr�TF1 e — �XI�TING1 �.�I'I-Ip•l.7 an = X �Gll F� _ � w � D �falL Pipe ro be finished - . •. . flush wile curb. G1-fNIT"E ... .cur a n (NCVL�i AHLI l.�571 LE �Q%KYII.i, 3 t 2" �PPY� tier n i JFiTfIt�V (4 �('J� LL. O cur II� _ = IIIll(I� illll ��- U Somalia _ II lil r Colonial Creek line tot cub 'r Trp• �•IMf x;04-i �C.-4n /�� �p� �t�� tt �� YY�� � t in alNn9 curb and gunar. SECTION A—A II��I ,� 't. �Id✓�`! (tD 'Ury {�O�N/�-- WN�I`✓' h �V � E1,ll�ti I� �'�' i"�IN �r SECTION B-B �(✓W D �TP� _ii'�{Ui< I L. ;•�/✓L ✓�U/ r"dLL`( ' .l''I '.ii7C j✓Ir'�.��".'F G` ® EAC N GoKNEiZ• LL APPROVED DRAIN ? NOII".^� ""I�l�� 1�1-It/.�, T Ir...�Jll--• lIX r C. ✓ / T T "ai. PIPE SIZES al ��-. ,.� ,i , r. P1rfL�aF=PT�D �%F�-INF'iPE I-•i� O,�Ti�f✓_ li-IF-���-, '^ - J' 1 �N h! LLL PF r'L-�,. ��' �.r �f F ( B•• to 8" FACE s re" CURB FACE. _ t %c `D C�•r=s'•i tti e^ I!0;;^CURBFACE N�T� . a , l.UM6ER 5H, -1,1 � GofJ� rR JG� IoN NC�UT r� I{ >{�?x yt �q; " �,X ��Y.� ��: v F•��. OF NOT.. 4 J�vI� ... Zi tSN. L Vlp�+ .'�C t `:�I✓. — I�Xf='�I l%'✓�I II �� �V F"�loC V NOTES Drain shall not occupy 1. Pipe shift be am continuous length from property line to curb line. the hatched use N.T.S. W 2. Multiple pion to be set a minimum distance of 012 apvt. SCALE: 3/4" = 1'-O" 3. Concrete shall be 520-C-2500 BLOCK CORNER _ 4. Pipe shall be Circular "b"m cement,can men or rigid plastic. H SIDEWALK UNDERDRAIN PIPE E ASPHALT CUT OUT 'PLANTER B RAISED PLANTER BOX Knt Scott Mark tea n Tema Esau Joint Elltnd toexisnn9 more mark or joint SIDEWALK PLAN - � --Uol-IT �I I I r e CI., Hf')' i ` ♦tr°"f Estill Scae Mark Area to be removed I+. U F' • 'EP- Y // I Existing Joint I'• {•J},- I 1 5 lilt"" Ip aabtMg, more mark or loins or I or SIDEWALK SECTION lP bpik#I< D t,vx iJ,�II :, - rlP`IL.�J a- r• —E�IPt-IoLF>�t I�no.G. 'r �.�, - 30 Min from existing °v: �f�� n t r Ant to benmpved joint or edge f curb Existing Joint or Edge Y/xy-t' c--^y�-."s"f�f�1/• `••'p >'t' I`W LD I ge - Curb line _` —• -- \V • mill I —� Goner I.mo I d 11 �.. '�1=��T K1�:JTl NC.� ,n-G 'F•i•1 ..?. 2�V a L'A I 1 CURB PLAN MIN. IIII—�'�� �{1—I�I'= (I �n� �1ET�{`{lJ ",f 'I✓) Q V • - - 5 Min. from existing joint Area to for removed- v S'Mine of statement ,,Existing.Joint or Ed ✓ t �,jy'2 ' I Date: } 51Mm.f /1 g . F-),N -*4 Wfi��t- W{p �0 htM �S�aj1 G Ei 4-2Q-88 N JpRI 1 AN Mo� Ep11 C?. I Scae:A �1 � _ S SHOWI ' $emlinirp ed9o.Po be smooth 2" I W�r o PAVEMENT SECTION, end true with no shatter: I • , _ •H Dra Nn: KM Approved: RS mTid- Portland cement concrete : 4 f gny.Cut to be remoaed 1 Jot 71 107 Fri NOTE SCALE: 3/4" - 1'-0" Man dittenre Ito., '•Arn to be removed'•,so existing joint,edge SECTION I _or uml mark is foss thin minimum shown, "Area to be removed", shelf be extended to that joint, edge or score mark. Showing Gbf CONC. REMOVAL & REPLACEMENT F RAISED PLANTER BOX C ASPHALT CUT OUT PLANTER BOX 9 ' REVISI NS SY FINISH GRADE PLASTIC VALVE BOX WITH FINISH GRADE LATERAL LINE L CMIN. MAIN LINE CONTROLLER 9 I „ Irl ni�1 CONTROL WIRE - UNION GATE VALVE Z co - v CONTROL WIRE NOTES: 2 TREE TIES (MIN.) CINCH-TIE r> _ 120 VOLT WIRE VC MAIN LINE ry #132 OR EQUAL 1 t� 0 COMMON WIRE '�' 1, ALL PLASTIC PIPING TO BE IN CONDUIT WA '�' STAKED IN TRENCHES , 2 X 2 X 8 REDWOOD STAKE ul J m LL $+„ EXISTING SLOPE CONDUIT ))) I �_ 2 , BUNDLE AND TAPE WIRING AT ,6, IF SLOPE PLANTING Q / FLOOR . - 2„ _� 10 ' INTERVALS . 4 " EARTH BERM `, • < PVC MALE ADAPTER 3 , TIE A LOOSE 20 LOOP IN -� it _ FINISH GRADE W t (2 REQUIRED) WIRING AT CHANGE OF DIREC- r cr. OF DIRECT BURIAL WIRES OriE CUBIC Fool CLEAN BACKFILL -- TICN GREATER THAN 30 0. E ��„ • (TO REMOTE CONTROL VALVES) 3/4" CRUSHED ROCK UNTIE ALL LOOPS AFTER ALL PLANT BACKFILL W a NOTE: INSTALL VALVE BOX SO THAT TOP OF CONNECTIONS HAVE BEEN MADE, 2 0 MIN, PLANTING TABLETS F_ w 4 , SEE IRRIGATION SPECIFICA- 1 � a t COVER IS 2 ABOVE FINISH GRADE IN �' " PLANTING BACKFILL BASE _ - 1, SEE MANUAL FOR MOUNTING INSTRUCTIONS. GROUND COVER AREAS AND lit" IN TIONS FOR DACKFILL AND Q1 = V p 2 . ALL WIRING TO BE INSTALLED AS PER LOCAL CODE, COMPACTION REQUIREMENTS . 2 (PUDDLE s SETTLE PRIOR TO Q TURF AREAS . SETTING TREE. ). ROOTBALL n w co U � J CONTROLLER G GATE VALVE D TRENCHING A TREE STAKING a Z � POP-UP SPRAY SPRINKLER A -FINISH GRADE EXISTING SLOPE + — GALV. RISER IF SLOPE PLANTING Hm:'MA;& LAHV--e l L� _J-_ PVC SCU. 80 ELL— MU HOL SS, IN — PVC SCH. 80 NIPPLE REDUCED PRESSURE y. -- - BAQ<FLOW PREVENTER ASSEr:BLY ` � — 2" EARTH BERM c01"EM FlAHTE& OPTIONAL SIDE INLET --- GAt v. RISER �Y FINISH GRADE T iLtoN a �7 • SLOPE GALV. UN ION c- III �I y FINISH GRADE - PLANTING BACKFILL _ LINE I' - u, • •- PLANTING TABLETS 4 141x!�r��1 r!4 � _ ., I' Cha H��� 'TaEE kUl6wu t � Ud.t• P � �, I `•:'; .:�:;'.•`:'.' PLANTING BACKFILL --- PVC SCH , 80 NIPPLE 1. 0 t1t1 -b INF+ft<tN"BiS PVC f'•AIN TO SYSTEM ^ . �w � �� F L1 BASE (TAMP PRIOR, �r , TO SETTING SHRUB) LL PRESSURE REGULATOR 1 J , ��. , PVC STREET ELLS --� � D P CNCRETE LANT f ti P-AI H \ GALV. ELLSTABlL[ZER PUNTING PITS - MIN, DIA, MIN, DEPTH Q �oWNLi�IE F��� - � 1 GAL. CONTAINER 24" 18" If�,hIGH �N PVC MALE ADAPTER " -- PVC MAIN SUPPLY Ufi'E 5 GAL, CONTAINER 30" 24 PVC TEE OR ELL `—PVC LATERAL 15 GAL. CONTAINER 36" 30" Q `f I`+t� L.o1" .. �-- NOTE : PVC THREADED CONNECTIONS SHALL BE COATED WITH Z RECTORSEAL NO, 5. z W K CONCRETE PLANTER IRRIGATION H SHRUB POP—UP HEAD E BACKFLOW PREVENTER B SHRUB PLANTING EXISITNG OR PROPOSED STRUCTURE (FENCE, PLASTIC VALVE BOX W/COVER WALL, BUILDING, ETC. ) SNAP TIGHT ELEC. CONNECTORS VINE (OR SHRUB) . SECURE LEADERS WITH FINISH GRADE ELECTRICAL VALVE PLASTIC TIES (OR EQUAL) TO STRUCTURE. SECURE ALL OTHER LENGTHY BRANCHING TO co STRUCTURE IN AN "OUTWARD RADIAL PATTERN" "' `4 ".: V" MIN' FROM BASE OF PLANT AT END OF REQUIRED Y QUICK COUPLER MAINTENANCE PERIOD. ; FINISH GRADE •�,.a,>�'' Ll La I !1 SLOPE 2" EARTH BERM 8'X12'' CONCRETE FINISH GRADE PVC IRRIGATION ;w —i „ PVC ELL THRUST BLOCK LATERAL T SPRINKLERS I I � PLANTING BACKFILL 3t.1 PLANTING TABLETS PVC SCH . 80 NIPPLE PVC SCH, 80 NIPPLE _Qw � . �. PVC MALE ADAPTER ,;:, PVC STREET ELL o �Q (LENGTH AS REQUIRED) PVC SCH. 80 NIPPLE _ ROOTBALL I CU.FT, /4" CRUSHED PLANTING BACKFILL BASE (PUDDLE < _��= (TO IRRf . MA[tvLIN BASIN g SETTLE PRIOR TO SETTING TREE) °ZyO �yoF ydL ROCK �IIIII� - a a 1• ,[ +-•w...0a PVC STREET ELL _ <a G.- < O;:4 3 < Milli li lin— I VIII Date PVC .TEE OR ELL PVC LATERAL . �IiI� �� PLANTING PITS MIN. DIMENSIONS MAX. DIA. X 1 . ALL WIRE TO BE INSTALLED AS PER LOCAL CODE. 1 GAL. CONTAINER 18"- DEEP X24" DIA. 6" Scale'AS SHOWN Q` 2 . TAPE AND BUNDLE EVERY 20' . 5 GAL. CONTAINER 24" DEEP X 30" DIA. 12" D,a,„,,; ' 3. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX - 15 GAL. CONTAINER 30" DEEP X 36" DIA. 20" /A. z (WRAP AROUND 15" PIPE 15 TIMES) . 4 . COMPACT SOIL ARAOUND VALVE BOX TO SAME DENSITY AS Apprme . RS. 0.. UNDISTURBED ADJACENT SOIL . !! 5 . INSTALL 1 CU. FT . PEA GRAVEL SUMP. UNDER VALVE FOR DRAINAGE . Job 1107 . Sheet: 0..Ix VALVE VINE PLANTING QUICK COUPLER F AUTOMATIC 'CONTROL C G ; � �5 , — , r REVISIONS BY Neel ` INSTALLATION a •' � CONSTRUCTION SPECIFICATIONS Plant Tablets . , Specimen Trees ' ` ( 1 ) MAIN LINE CONNECTIONS . The Contractor shall verify and LANDSCAPE CON S1I<UCT10 . 15 Cal Trees F�-�_ be familiar with the location, size and detail of stut cuts w 5 Gal Trees /Shrubs _ provided as sources of water supply to the sprinkler s} ste- . 1 Gal Shrubs Connections shall be made at approximate locat or.s s r. SCOPE OF WORY. on drawings and Contractor is responsible for minor changes Ground Cover : caused by actual site conditions . r consist of the furnishing of all labor , • tools , ` (= ) Planting tablets shall be Agriform 20-10-5 , 21 and 5 gram / ° (" This work shall co g tablets or equal . ( 2 ) TRENCHING AND BACKFILLING . Dig .trenches straight with bottom l materials , permits , appliances , taxes and all other costs neces- q 1 — 5 gram tablet per each cutting. r for planting and the installation of all construction ele- on uniform slopes and lateral a n and e covet of twelve sa y p g PROTECTION inches of earth for lateral lines and eighteen rnch< < o ments in acceptable operational condition as herein specified and WEED REMOVAL earth cover for supply lines . Trenching excavation shall ' shown on accompanying drawings . All plant material shall be"maintained and protected at all times follow, layout indicated on the dra .nf;syand details . Weeds , plus Bermuda grass , etc . , shall he dug out from all plan[- Q before and during planting operation. in areas b their roots whenever possible and removed from the a g Y P Backfill trenches to dry density equal to adjacent un., : s- ar Z U MATERIALS site . When necessary to discourage the reoccurrence of Chis co Z = SOIL PREPARATION FOR TURF AND GROUNDCOVER AREAS Curbed soil and conform to adjacent grades without dips, _( U material , the Contractor shall apply one or more treatments of sunken areas home or other irregularities . Backfili shall U) Z (1 ) PLANT MATERIALS . Trees , shrubs and groundcovers shall he i d a satisfactory chemical per manufacturer ' s directions regarding be free of large stones two inches or bigger and other for- u'? Q furnished by the Contractor as listed on drawings and herein ( 1 ) Rip or rototill all areas to a minimum of 10" prior to amend 3 g specified . A11 quantities and sizes listed are the minimum P r concentration, plus allowance of an ample period of time for W acceptable . Under no circumstances shall there be any substi- ing • effective performance prior to planting. eign-materials . _ —1 m tutions of plants or sizes for those listed on the drawings FLUSHING OF SYSTEM a Q except with the express consent of the Landscape Architect . (2 ) All debris , trash and rock over 2 in diameter shall be lll���-��� Z GUARANTEE AND REPLACEMENTS t+ • Q removed and disposed of off site . P All shrubs and round cover shall be guaranteed b the Contract- After all new sprinkler piping and risers are in place and con- J ( a ) Plants shall be first -class examples of their species ( 3 ) Imported top soil shall be sandy loam free of weeds , weed g g y nected , _all necessary work has been completed , and prior to the N p or as to growth and health for a period of ninety days after or varieties , with normally well -developed branch sys seeds and rocks over 2" in diameter . installation of sprinkler heads , control valves `shall be opened toms and vigorc�!s and fibrous root systems . All plants cnmpletion. of the specified maintenance period and/or final accept - and a full head of wafer used to flush out the system. After � r shall be properly "hardened off" in containers before 4 ) Uniformly spread the foil owing materials at the amount given auto by the Landscape Architect . All trees up to ]6" bar size the system is thoroughly flushed , riser shall be capped off and r P Y P shall he guaranteed by the Contractor to live and grow in an the system pressure tested . n� V O planting . per ] , 000 sq . ft . : acceptable upright position for a period of 12 months after, comple- W N ( b) All plant material shall meet the Specifications of tion of She specified maintenance period and /or final acceptance TESTING v� F- W Soil Amendrner,t by the- Landscape Architect , Trees in 20'' boxes , or larger , and _ ~ Federal , State and County laws requiring inspection Agricultural Gypsum f eases be free of insect infestation and to,all fiend grown specimens shall be guaranteed by the Contractor ( ] i No testing shall take place , nor any water allowed into e (� for plant drs their egg s and have a healthy root system . �y;ll1lp W :_ Co Iive and grow in an acceptable upright pusttion for a pen od any system before the solvent manufacturer' s recommended ( 5 ) Thoroughly leach entire area by having 2 of water percolate of one near after completion of the specified maintenance period, curing time has elapsed . Q ( c ) All plants shall he true to name and size in accordance through the soil and/c:r final aCceptance by the Landscapc Architect . O with the standards and practices recommended by the ( 2 ) Test all pressure Tines under hydrostatic pressure of 50 I1J American Association of Nurserymen . 6 ) spread commercial fertilizer 't MAINTENANCE k: . lbs . per square inch and test all non-pressure lines under d _ existing static pressure to prove both water tight . U 3. (d ) All lots of any species found root-bound will he reject- ( 7 ) Thoroughly rototi) l all materials to a depth of 6 inches . Plant maintenance work shall consist of applying water , weeding , = - ed b = the Landscape Architect and Contractor shall cultivation , spraying , pruning , edging and mowing of lawns , repair- ( 3 ) Sustain pressure in lines for not less than four hours . U) > ing, replacement and performing the following final plant estab- If leaks develop , replace leaking portions and repeat test 9 0 furnish new material for examination . ( 8 ) Mulch graundcover areas with �" ,to 3/4" Redwood bark at p p the rate of 3 cu . yds . ( 1" depth ) per 1 ,000 sq. ft . l mcnt work : Z ih until entire system is proven water tight . o PLANTING TREES AND SHRUBS Q The entire project is to be maintained for a period of60calendar ( 4 ) The above testing shall be completed and approved prior o J ( 1 ) Plant materials in quantities and sizes specified shall days , commencing from the time all items of work have been complet- to planting of all plants except specimen trees . be spatted api-roximately as shown on the Landscape drawings ed to the satisfaction of the Landscape Architect. The Contractor and are suhiect to the approval of the Landscape Architect shall make a minimum of two visits to the project site weekly . ( 5 ) Sprinkler heads in planting areas shall be adjusted for before cutting into containers and excavating soil for plant - Improper maintenance or poor condition of the plant material coverage and height . ing . at the termination of the scheduled maintenance period may cause plants postponement c ; the final inspection and completion date of the ( 6 ) Testing of the system shall be performed (2 ) Set plams in center of pit , in vertical position , so that after complexion root las of ball will be above surrounding grade or so contract . Maintenance shall be continued until all work is accept- of each section or completion of the entire installation own will !,c level with finish grade after allowing for able . and any repairs shall be made at the Contractor ' s expense cr watering and Settling le w shall bear the Same relation to finish to put the system in good working order , before final payment CLEANUP by Owner . grade that it did in container . ( 3 ) All backfill materials shall be mixed thoroughly on site Upon completion of work of this section , remove rubbish, crash COVERAGE AND TEST ADJUSTMENT and debris resulting from operation. Remove equipment and imple- before use , as specified herein . No debris or rock larger ments of service , and leave entire area in a neat and acceptable ( 1 ) When the sprinkler system is completed , the Contractor shall than 2" in diameter shall be allowed in backfill mix . condition such as to meet the approval of the Landscape Architect ; perform a coverage test in the presence of the Owner to plant , with all paving , walks and other construction free of all dirt ( 4 ) Prepare depressed water basin as wide as pit at each Water thoroughly , backfiiling any Voids with additional and debris . prepared backfill mix . ' O L 1 . IRRIGATION determine if the coverage is complete and adequate . The J ' ( 5 ) All areas receiving plants shall be moist to a depth of Contractor shall be responsible to correct inadequacies six inches receiving time of hats planting .hag SCOPE OF WORK of coverage ONLY when the drawings of the Landscape Architect and/or directions by the Owner have not been followed . ( 6 ) Scarify sides of each root ball prior to planting if circular The work included in these specif"ications shall consist of the root growth is evident . _ furnishing of all labor , tools, materials , permits , appliances , ( 2 ) Adjust valves and alignment and coverage of all sprinkler VJ taxes and all other costs necessary for the installation of a heads . Q GROtND COVERS sprinkler irrigation system in an acceptable operational condition t J as herein specified and shown on accompanying drawings, ( 3 ) All necessary adjustment shall be made to the irrigation Rooted cuttings or perennial ground cover plants shall not be system prior to finalizing project . _ allowed to dry out before or during planting operations . Roots U shall be kept moist by means of wet sawdust , peat moss , or burlap, " ` MA.7lR 'ALS GUARANTEE or left in flats at all times during planting operations , and Z - shalt not be exposed to the air except while actually being placed tIL MAIN LINE shall he extruded from 100% virgin polyvinyl The Contractor shall guarantee sprinkler system against all de- w in the ground .exposed t plants will not be accepted . The earth chloride PVC . Size as noted on plans . fects and malfunction of workmanship and materials including in. plant area shall be moist at the time of planting ground cover (21 LA•7FRA1_ LINES shall he extruded from 100% virgin polyvinyl" settling of 'backfilled areas below grade for a period of one plants . chloride PVC . Size as noted on plans . year following the date of final acceptance of the work by the Owner. Should any operational difficulties in connection with ground cover planting accomplished in All any one day shall be a1 Materials shall meet requirements set forth in ASTM the sprinkler system develop within the specified guarantee period thoroughly watered . Ground cover shall be planted in staggered Di 64 bU7 which may lye due to inferior material and/or workmanship , said difficult rows , evenly spaced. Each plant shall receive an Agriforn: 20- 10-5 ies shall be immediately corrected by the Contractor 5 gram tablet or equal for each plant wit • at no additional cost to the Owner , including any/all other :damage b ) QutSsde diameter pipe shall be the same size as caused by such defects . The Owner retains the right to make EXISTING PLANTS iron pipe . emergency repairs without relieving the Contractor' s guarantee and ("c ) Pipe shall be marked at intervals not to exceed five obligations . All plants labeled as existing, plants to be transplanted feet w any other plants the `Owner wishes to remain shall be given utmost ? n the following information: manufacturer ' s DAMAGED AREAS or care . Any plants destroyed due to Contractor carelessness shall name , normal pipe size ; PVC type and grade (e . g . be replaced in kind and size . PV( 11201 ; SDR rating class , NSF approved and commer- The Contractor shall be responsible for maintenance and adequate -».. cial standard designation CS 256-63 . protection of the landscaped areas. Damage to utilities , water, SOIL AMENDMENT mains or any portion of the sprinkler system shall be repaired oascvc ( d ) Solvent shall ,be as recommended by the manufacturer at the Contractor' s expense . ( 1 ) Nitrogen St,abll"ized of pipe fittings and NSF approved. No solvent from cans which have been opened overnight shall be used . f FINAL ACCEPTANCE Redwood sawdust : minimum . 6% Nitrogen based Fir or Cedar sawdust : minimum . 6% Nitrogen based ( e ) Only Schedule 80 pipe may be threaded. At the completion of the maintenance period , all areas included OF OACR Fir or Pine bark : minimum . 8% Nitrogen based ( 3 ) PVC FITTING shall be PVC-IPS Type I Schedule 40 NSF apprGved . in the Contract shall be live, healthy and free of debris and weeds , plant materials shall be live , healthy and free of infest- ( 2 ) Particle Size SOIL, PREPARATION FOR SHRUBS AND TREES ations . s , ( a ) Couplings shall be made from extruded stock , reamed r _ a o 95-100io passing 6 . 35 mm standard sieve with a tap . ] 1 Planting holes shall be excavated 6" deeper and twit as f 80-100i< passing 2 . 33 mm standard sieve wide as the plant ' s container for all container pla is up t r y r gallon . Holes for all boxed specimen trees to ] 5 to be ( h) When connection is plastic to metal , male adapters ( 3 ) Salinity excavated as per detail . shall be used . The male adapter shall be hand tighten- ;r edL plus one turn with a strap wrench. Joint compound Saturation extract cgnductSvity not to exceed 3 .5 millimhos per centimeter at 25 Centigrade, ( 2 ) Construct a compacted 4" high basin around the perimeter shall be Permatex , Type II . of the hole . Fill the hole completely with water. After FERTILIZER completely drained , fill again with water. Further excava- ( 4 ) SPRIKKLER HEADS shall be of the type and model specified" Lion shall not occur within 24 hours* and until complete on drawings and shall be installed as shown in Irrigation '^ ( 1 ) Materials shall be delivered to the site in sealed bags drainage has been achieved . Details . t Z with the manufacturer ' s analysis printed on or attached �. Dote needed for the entire pro- *If the hole is not completely drained., contact the Land- ( a ) All risers and connections to sprinkler heads shall 4-20-88 Z to the bags . The total quantity p be as shown on Irrigation Details . O ject shall be subject to the approval and/or inspection scape Architect . k' Scale NONE of the Landscape Architect before application. ( b) Irrigation plan is schematic . All sprinkler beads , ( 3 ) Plant backfill shall .consist of the following mixture : pipes and fittings shall be installed in planting areas . o,.w SEB Q ( 2 ) Commercial fertilizer shall contain the following minimum Soil Amendment �0 percentage of nutrient by weight : Approved RS U Site Soil Nitrogen' 16 PH Acidal BSTC,Y SOLI. PREP LL g Iron Sulphate FJob Phosphorous S,r COY SOt. PREP 71107 _ Potash Commercial Fertilizer _ V L-g W 0. CO- r - Of 9 $heels