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HomeMy WebLinkAboutCoyote Canyon Park .. : ,� '� • -f,.• .�...•,,,.-- t. � , � - ..�s�.•^,,,..,,�yw•„�.,,,��..,,.�w+��.• -%1•.r_�>�•_.► .z., - �-I rte^-- z ^r _ . • -- '-i. .. , ...,. . .--•-.__,. .-.r-� -^. ':o..�rv-':r7•!-'�-„ -• -'--a�--.r,..-�... .w[,t-�r*,•r,.�..•'•r - -q.. .. ,, 1 r SHEET X TITLE LOCATION , MAP's TTSHEET- - - �.�R �{_ ••--- •• • �-- GRADING & DRAINAGE . DETAILS I� REGIONAL GRADING & DRAINAGE PLAN • L-2 PARKow►L RANCHO CUCAMON�GA CITY LIAUT ` Y , GRADING & DRAINAGE L `I / pa* at" ,r BASE NE ROAD ` �.A� � � -- _� `°"E" � • . � �� •' - _ GE P AN: & EASEMENTS L--3 ♦3A CONSTRUCTION — r ...... CTION PLAN 4 - - L w �' 1 "'— -'• PROPOSED rOOTNILL - �! MN=s FREEWAY CONSTRUCTION PLAN A (� L— BASE LIM FIOW \ �\ �W PA, CONSTRUCTION DETAILS L-6 7 R A ill TA ,v FOKTAM '+c, _. . r FOOTH L SLVp o � E CONSTRUCTION DETAILS L 7 Z , - { UPLANDAMW ROM IRRIGATION PLAN 1 W "T`HS°" TOPIEKA`SANt` FtRJL IRRIGATION PLAN W L-9 it •• I W I • 1 IRRIGATION DETAILS — I S L 10 Z Lu Aft BEFWAAFA*M F PLANTING PLAN ODTHI� BVD. I - _ �� _ I` ONTARIO - ONTARIO PLANTING PLAN L-12 ' ' INTERNATIONAL AIR►ORT • -- - .� PLANTING DETAILS L-13 SITE LOCATION - _---- VICINITY MAP ELECTRICAL PLAN E 1 ELECTRICAL N F-2 r �� � 'Vii ' gip; ..icalp r2 NOW - 44r. mp"M LL oD W a o Cr CAUr RNIA T 0 v ZCn cc ,w 9 V W O 0 uj V 4 t•� �; i ti I i4 s, Y: 4( fn tis i^` J A, * •, ,r r d 'a ,1. ':.ir; :,'M ,: r«'. y�' �'- rs;„. �%'' '.:�, • , ',: a. a . .'•.,: • „ wr r , • r r • t GENERAL NOTES REVISIONS i �SOCIa �S nc . no. date Landscape Architecture f revisions by. approved by: date p • i. SCOPE OF WORK - FURNISH ALL MATERIAL, LABOR, TRANSPORTATION, Environmental Planning EQUIPMENT, PROPERTY AND PERFORM ALL OPERATIONS NECESSARY TO - Q i COMPLETE THE CONSTRUCTION AS SHOWN ON THE DRAWINGS, OR AS 3616 Main St. Mission Inn Rotunda Ste. 205 Riverside, CA. 92501 ;9:W 781-1930 REASONABLY IMPLIED. INCLUDED AS PART OF THE WORK, BUT NOT LIMITED BY IT, ARE THE FOLLOWING: CONSTRUCTION OF ALL CONCRETE FLATWORK, FOOTINGS, CURBS, A/C PAVING, FENCING, SAND/GRAVEL/BRICKDUST AREAS AND INSTALLATION OF ALL APPUR- TENANCES AS INDICATED PER PLAN, DETAILS AND NOTES. Ail 2. GENERAL - ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE 1 CONSULTANTS • CITY AND COUNTY CODES, STANDARDS D SPECIFICATIONS, TI ANAPPROVALS CONTRACTOR SHALL KEEP ON SITE A COPY OF THE CITY CONCRETE title: • STANDARDS DURING THE PROGRESS OF ALL CONSTRUCTION WORK, signature: date: THE .CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY FOR SAME. ' A. THE CONTRACTOR SHALL CARRY ALL WORKMAN'S COMPENSATION, KEN MATSUOKA E.E.' ' INC. PUBLIC L I AB 1 L I TY AND PROPERTY DAMAGE INSURANCE AS REQU I RED � 479 K TUSTIN AVE- - SUITE 10 • ORANGE, CA. BY THE OWNER. (7'14)-633-7761 92 667 B. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS �+ - SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF - ANY WORK UNDER THIS COR''TRACT. MADOLE_ AND ASSOCIATES; WC. 3. A f EPRESEXTATI VE APPOINTED BY LEWIS HOMES OF CALIFORNIA ! ,,SAN BERNAFiDlNO (;OU�VTY SHALL DECIDE ALL QUESTIONS RELATING TO INTERPRETATION a -'UE CONTRACT.-THE•DRAWINGS AND TUE ACCERTAIiLE FULFILLMENT OF "s k�W� A� '10§ tJP1�1A ,C t NSA, xkiv 74 4) 9 X8 '1'8 66073 `A- Meer C-4c�Tl" WA.K RJlm k X 4U x _ ' ` ��p 4�CO10 S lDrcln� Nx X ✓ Q-K RE +N I To �NVT-, x x-.� I o// •�. � O � J v tt, ��r ,. Ia • '.p�\ y �QI V S r_a t f'=`> e: iF : q15 IL i TI�IC���D SIn�L� EDGE ` ,f �-•,. ' � '! • ' ti • • ' I k `` I _ G. \ Al�ll� NI01,f 1 I I I 1 I I I v Q U cc AT 17. 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REVISIONS BY Q 27, JOWL � rTl� I i 1 - f j � drat 5WWn 15 pheoed date 21 IWA..'Y 88 lk scale N� 1 "=20'-O" O� O�NMAP& )ob no M 84180 4 cz r r O stun sheet 4P ! - FOF CAL�O o- of sheets •6075 (714) alb d4L17 - IS A1a&CIiIJT 1b 1A412I PLAY of", 4" CONCRETE APPLY 1/2" RAD, NOSE (CONT, ) TYPICAL, • MH7, BROOM FINISH (UN SSS NOTED " 'OTHERWIS€ PER PLAN) ( (D �•►INE�t�• ' tares fi 41, LID Jovorp 4'�„ FSG W�;o�,c GG�IT�AGTIDN .DINT - � • '� " .o WIw. Mit 1, N 4& �y Y `410 �AR I ES PER PLAN J, I •F N l6h PLC- -%T, A L* i f: r d` A-L y�cKLT1= TD C•5E ME"UM &kxm R NSI NstU�e� 4w col.4To SLOPE- MIN, -� 1 �,� tt.) t�lN.x eA. ♦ SH INS I U511Te COMPACTED SUB-GRADE (PER • � -_ I=AILF�►EG Ft1WE �c�11,rT v IZ' W119t 41' HIGH Fxr2u UJRb CL I STRUCTURAL SOILS REPORT) III G ► IUII 0z V2" mer t � tl � • =1111 �""� �1F�IL ?►•� lap C O FINISH GRADE AT GROUND COVER µ AREAS, 2" BELOW TOP,OF WALK I VIII-- , O I FINISH GRADE AT TURF AREAS --- -- e 1" BELOW TOP OF WALK - O C � � FI.A INC443P � �1Nt� I� p6TAIL *D 1 mow D GUS, EiG� 0,�,L A5� N� I' O . I►°kTo(,.L •I� tihIFTR.'S •If�T iol-�sC�>'Tr' . . • -' � . � � � _ DD f3D HKl �„ � I S5 fll� Iy. MII�- s _ p t it t" �If 0 F T Ji+A _ t • -_'�� C�1'W ual�o c - ca CONCRETE FLATWORK TYP.BCONC. WALKD —t - BACKSTOPC PICNIC TABLE P DA O , o �XI�TtIJ�AT r,N . Z Tt.e Fn"rss Ciw,•r Dy P•roowx Tl.e Fnness CN.s,er Dy PMCuu.SY• � 11. • ��i��T�� �►�� .� , r�urdr CAP - - - SERIES I SEKIES 2 lkt i - 4 'I w � ;Z4c-ut. 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OF W(XZK - f Uf1N l"I I All MA I I Il l nl , I Nt(Nl, f f1nN:,l't Nt I A l I UN, � �� G� �� � � EQUIPMLN1 , PRO11-kfY ANI) I'l-ld IV Al l OPII?AI1()N'; NI_c.I :, ,nflY fO ✓Ivc � ' /� \� i• ALL �'I DIf�1Ef1510►�5 SNoI�JI� � Du�'SIGE pIA, C(H'I.L I I fl i- CONS TRI)t I(NN A'; ';I II)WN ON I I II I)I?AW I N(,';, OR A') \N �� N� -r <<p��„�-E �/V4'L'�`(- RLASONAKI Y 1Nr'I 11.1). ' INCI WIN 1► A'; PARI (x fill_ WORK, lilt( N►I errNift Q �. 2. i t :l r�M���o1J� SHouU� s su�l- t,Y ,� rel I coY�► > �-�Awy Mop�I. I IMI TLl) BY l I , ARI THI { OI I (>N!I N( : CON';f f111C i ION Of Al l � SO �t"f 4 � `\\ � � �I� '� �,�f IC I,r W L(.Y.1�• APJ, CONCk1- T1. FI_ATWORK, IOOI IiWr';, CURD' A/(: PAVIN(-, I FN(.IN(„ . I-�.1� r \� �/ �I r co SANT)/( ?AV1 I /BINIc-KlN1" , , fir} s Altl A: nNl► I N' I AI I A I ION Of All I Al f I k- I/M I p I II '-� TLNANkI.', A� 1Nl►I(.AI1I► I't_fl PIAN, IN_1AII ', ANI) NOII.',. I�2 �` ��,4 P'p ,� I 3• ts ALL GDM�a,l�1'� '' � IG ly c�ALV, „ I o �-I apt, (tel-II.1,I� WI►�bl c� 13 /� / IPE r _ - �.� �- � � � etails l-. G N_ U - Al I W(RK ',1 IAI I III IN A(.(-Oft1)AN(;L WI f H AI'PI_I C11 .L - — ` C I I Y AND COUNTY Colk' , I ANI)Af l )" AND SPI.0 I F l(.AT 1 UNS, TI lE- s l CON IRACIOR SI Al I KLI P ON "I II_ A COPY Of- IIIf- CI TY CON(;RETE STANDARDS DUR I N(. I 111- I'fn N.l1L';'; UI Al I CON';fkuc i"ION WORK. — ,/. ( '„i o"o' o o ' REVISIONS BY TI 11- CUN-I-ISA(:TOR SI I/11_I N'I'I Y I Ull Al I I't_ItT11 TS ANI) PAY ICOR SAME. Z - �+a 11i I--I►�fi �F•Gh'i �Ol�f,'f�•If-� v % • ' • . . O A. ALL SUBCONTRACTORS SHALL CARRY WORKMAN'S COMPENSATIUPI.. � � p��� �p f� � �IO1•'� dt � e,, - I :v . BYBTIIIC OWNER. I 1 TY AND PROPLR I Y DAM/1(t I N�UknNCL AS kEG1U I REL 6. ALL SUBCONTRACTORS SHALL VERIFY CONDITIONS AND DIMENSIONS SIiC>HIN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF +� 47/21 ,}'-�I �' (7 , o ANY WORK UNDER THIS CONTRACT. ` rrrnHZ. 7'50-3t`50 3. LEWIS APPOINTED REPRESENTATIVE SHALL DECIDE ALL QUESTIONS RELATING TO,, �N o ►'!' - �� ,/��i * I GII`AA► , • -. drawn INTERPRETATION OF THE DRAWINGS AND THE ACCEPTABLE f�1LFILLMENT OF THE CONTRACT. . x Q/2,� I •rte � I o .' 'o' ° •° �" hacked c ' 'o ' ' ' •. ,,. ' 4. ALL SUBCONSTRACTORS SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE J `•-' <' �� o o.• .•.•O•: o *&THEFT 3 t -OR &T(L� 'S- -AT ++IB-IE)tPEidSE - "'` I '' o Q ' I ate G � UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER. t ' MAY 85 I 2-fl ��,N D S C.4 scale u X1111 •�6{• �o , + , 5. EXTREME CARE SHALL BE EXERCISED IN WORKING NEAR EXISTING - ++ � •M � UTILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION AND II1 y II x 8�� � b4- CONDITION oo. °o �� N/A CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR ANY DAMAGE. r ' - I G II h �- ) no ��,1 i � •jjl/� ce i 84180 6. w. '. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS '� '-_ �—J -• = +��' IFS * ? M EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO HIS WORK. ' � �- ~'� °0/2 If I) -�/L 1. G-�/► �r� +`' street Wry O TfOF C11,0* , ' CONSTRUCTION .NOTES BOLLARD DETAIL PER CITY STD. J DRINKING FOUNTAIN MP SU &' SAND Tof- sr)eets _ , I f M73 z Z.. �� �, � ; FtJt):� w1 �- 'fel' ;? 1 L1Xs�T►ON�� L - x LL ATLI'N TC A: 1 N l� E.t�� t, IJF.kI ��� � I r�L�LaS FIS, �-I•FGTU7 , ' > � Woop M S -AWL SF- I X011 -,c Q, - �J1►1N - � ' JL �' MAS'=t1 •';��►.r'1� G -44-, N�;-TG' G• -a� INC (olJ �o" -n,�, -►-� c- �.*� =�vu� - A� ��►� ' CAS+ - rte! M� �Qu. ►�►� aT OV1 sTTPCTL4(� 444&L-L 5C NOT PI ffo ova r�IZEn " ' r �`�' ,�'+'� _ AI1D FAJTE FUT DL44-. ST r 4LI, h,00V W TN T,Jo c r3 1. MP1c, �► .. STaN OF- F4U&L 4% ArrF.ovLP f5Y c (APE - 0 -0 2-� #.-� + Tr. = o .. nnnnnnnn nn ,� //9 ~ w V Z t i r ..r. O X Q = 2mox - _ _ 4 Ti - (A vEsm me.7 00 qi4" ANP 001W ULAW& OD U",-1,6 t 3 A1' X I�► CGS, hT6DW IfOJW t'rrt�t -To R:A6- _ _ c ,T'r I w/ r-��,1� r�ler7 IJo. � �1� ,.�- u.o.a►.1� _ ck,T I" CV1.0 �, a T — r1OtT/�, �'ITN-11 OUTL�'r v Wr- Hcos- [s25co V - �1�2'� � II'f�►�lo4-� Gad �-� �o��►-l��t _ . a mob ELEVATION A Ad 00 z P I �..._:_... -...._' 111 O . . _. � � , . . • • . Tib ��Er�.�,o-(o� 3'- G" _ Q V 2=o" 4'_o `.`.egg. x I��M Fa411Nb ,z2o,+ W = CCN VAJ ® P C 4 TDTAL) AND 4- 5 N' EAC'.H WAY 6-DBarm M (8 TOTAL soft 1.08 CULep 16L 0M GVH uj M d t.�► z , 0 cc'r Co N ul .� A 10 mH RSL-iZ. TO 6E/. A w 4 lw4aw PE-OF��AL LL * -ZIO-X c.M K I o• �.�r�1�0LF4LAw r" OC _ (o )(to RAPD gf-Ef- Te eLey A 'Z 4- 4 x &d' Aha* bmm - PVI.,IV IKG* � ��r�r+�� M I�► WI t1� Z -3L 01 M*4JFi 44W-K+ 714-W-40A + W m Z O M X(O . I + 'I xlv L ATra @ O.G 6W OF VAPrUZQi111 IT JOW rt L*6 JWNAIL�1 ie*-,U , ►Ad NAILS 4p LAMCS, c DETAIL A =z f./�/ .•1 &x i✓�� CiA. SEE DETAIL `A' 000 ; w h ? Z �/� fp,—=Mr- an6. < 2 O i F�1 GI�/l�i IN L I G� ICJ O W Il W 611 0, C, =0 0 0 V Z cc L> I", W N - ' F n W s i W r OL TAIL d', S LIyJ C =67L r T %E PSL`-004 pd g 19 o 4 ,, Li,1rKTC�7� 't�E%� % 11Nit� / �i5" (TY� O W <� r Wvm �gH6 W 5 "L¢ . W(�jAO I - � Go1.tlM�1 F�11,1� �Jr•'�1a1� �. � �W W • _A _ 81_ OII 91 O u DRAWN BY DATE PLAN _ /�3 r 06 �� O 140. 1 + • 3-ON " GU ius p RADIUS 5 _D' Di UNG lIllulftER OF DRAWINGS • 86073 -'A 44 F wi Jv-J "JW A ru Lo [LEM —44 A ;w Z:. z>-/1 vL, X, rse gr 0 v x Irk it' a AU,6H*-4&j r 5" -TT r W,& Te.4 aruo-otrr P* J Z-L ;!7 pm.W,01- -'oeoe- I>F.r k5 I f4 14 F1607 fff- vv�- A .10 cc f&F- 4olj�� J� iNWVL.L 12 7P �Iww LLL Jo, TWO 4EArw, CA rl LEIN N-�i-oj 4ow,e P 0 cTyr-7) 4 �LC—�- � 1--vwr---.-M-f-- — r UW- ;JIT,� Furur F- -W4J51A OF AWACEArr 0 or 0 I/L c-f-rooL cQrTr-. tb 1 V4'1 114 Cd L: 0 0 04 Mo z CA w 40 1z IL V Z 4 0 4 8 >0 144 ow rl-- Z w 0 fiu .j W 1; \ ^_ I,,.uf_I►JG �n!�,v4: rr�-� r�� t ZZ 1�• �- � ZAP 1' - l� \�.iF r' it -.. `+-�) ��L 49 z or r 7. i rrigiatsion 14 plan 4 ` . BY REVISIONS 4" 1A31 1 OF PPIJPQL 2AP fC)(ILJT&j A4 M,S7 drawn chocked 4 Z� date 0 4 2i MATCH L1 `� , =20 20 -0" 110011! IDSCAor --';R;—no YZ� SEE SHEET L 41'& 84180 Shoot TA P lfrm!�- r�N rif &W?3 . ' 'MATCH LINE SEE SHEET L - 8 . - �y , •III A �' 1. 3.. Lid • • W L 3 ,� KG YfL�t L'1YP) i Id f NOW 2 ... �� S Q 1 G f • �` O VALE t�• �. ? No N ° as 3 �I 4. o • Z o 4 I O '3 QV IC.1L 4,r"jt ,F-f_ (?`(►') z Wk O 49 cn uj W p (; ! cn loll t O w ' GENERAL - ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE _- 13. ALL BRASS OR GALVANIZED CONNECTIONS SHALL BE COATED WITH 1' 3. JEWIS APPOINTED REPRESFNTATI1lE_SHALL DECIDE ALL .QU3• TIONS, TEFLON TAPE OR LED-LUBE JOINT COMPOUND AOR EQUAL). ALL CITY AND COUNTY CODES, AND THESE PLANS. RELATING TO INTERPRETATION OF THE DRAWINGS AND THE A. THE CONTRACTOR SHALL CAREFULLY INSPECT THE SITE AND ACCEPTABLE FULFILLMENT OF THE CONTRACT. �, PVC THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. I , i VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS 4, PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAIIATIC. 14. ALl PVC SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH SOLVENT- 1 �,IF� b PRIOR TO COMMENCEMENT OF ANY WORK UNDER THIS CONTRACT. THE IRRIGATION SUBCONTRACTOR SHALL ROUTE PIPING TO AVOIJ� ONFLILT WIT•.H, WELD MATERIALS AS RECOMMENDED BY THE PIPE MAUFACTURER. � STATIONARY ELEMENTS AND IN SUCH A MANNER ASCO CONFORM SOLVENT-WELD PRIMER SHALL BE APPLIED AT ALL CONNECTIONS. At r B. ;AIL $UBCONTRACTQRS SHALL_CARRY WORKMAN'S COMPENSATION_ WITH THE VARIOUS DETAILS. PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE, AS �� ,.�U UPON COMPLETION OF THE PROJECT,, IQ BtY QYER. TO a _ __. Iu • .. .... REQUIRED BY THE OWNER. •f f ' S. ALL SUBCONTRACTORS ,SHALL AT ALL L�Mt_S PQaTE�I NIS WORK F� 1 bAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS „ ,.. C.. ALL- TRACTORS SHALLMY_ FOR AL _PERMITS AND RU_FQR. AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY A. A REPRODUCIBLE SET OF ,AS-BUILT, DRAWINGS AND CONTROLLER „ SAME. THE OWNER. -CHART. I ' D. B. TWO (2) KEYS FOR EACH CON'T'ROLLER. rri ation PRIOR.TO STARTING.WORK, LANDSCAPE AND 1RRLGATIQN_COVERAGE TESTING 6. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING $HALL BE'CO-QRDINATED WITH LEWIS HOMES APPOINTED NEAR EXISTING UTILITIES. R�L.. SU.BCONTRACTORS_SHALL VERIFY T8E: e !REPRESENTATIVE. LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE C. TWO (2) QUICK COUPLER KEYS AND MATCHING HOSE SWIVELS. FOR ANY DAMAGE. I.. �t �` Ian E. THE QUALITY OF WORKMANSHIP AND MATERIALS SHALL BE OF THE D. TWO (2) OF EACH SPRINKLER HEAD SPECIFIED. HIGHEST STANDARDS GENERALLY ACCEPTED BY THE INDUSTRY. 16. AS-BUILT DRAWINGS -'SHE IRRIGATION SUBCONTRACTOR AND THE L4DSCAPC SUBCONTRACTOR S}IALL PROVIDE ANR .KEE.ij ws ft U a F. THE CONTRACTOR SHALL KEEP THE PREMISES GLEAN AND FREE OF UP TO DATE, A COMPLETE 'AS-BUILT' RECORD SET OF PRINTS WHICH EXCESS EQUIPMENT, MATER I ALS AND RUBBISH I NC I DENTAL TO 7. I RR I GAT I ON DES I GN I S BASED ON 55-4.0 PS I AVA I LABLE WATER SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE REVISIONS BY HIS WORK, PRESSURE AT 144.4 GPM. CONTRACTOR SHALL VERIFY PRESSURE ORIGINAL DRAWINGS. PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL TRANSCRIBE ALL INFORMATION FROM THE 'AS-BUILT' SET TO t PRIOR TO CONSTRUCTION; SHOULD A DISCREPANCY EXIST, NOTIFY A REPRODUCIBLE OZALID SEPIA, PROCURRED FROM THE LANDSCAPE �'� • 2. OPE OF WORK-fiUE_ SUBCONTRACTORS SHALL FURNISH ALL MATERIA LABOR, TRANSPORTATION, EQUIPMENT AND PROPERTY AND SHALL THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. ARCHITECT. AL1_ WORK SHALL BE NEAT AND LEGIBLE, LOCATING THE j PERFORM ALL OPERATIONS REQUIRED FOR A COMPLETE AND OPERABLEFOLLOWING ITEMS FROM PERMANENT POINTS OF REFERENCE: GATE IRRIGATION SYSTEM AS INDICATED ON, OR REASONABLY IMPLIED, BY 8. WATER METERS SHALL BE INSTALLED BY OTHERS., �tRIGATION-$UBCONTP.ACTOR;SHALL-'VALVES, MAIN LINE AND CONTROL WIRE ROUTING, P(�, BACKFLOW THE DRAWINGS AND/OR NOTES. MAKE POINTS OF CONNECTION (P.0.C. ) AS INDICATED PER PLAN, DEVICE, CONTROL VALVES AND CONTROLLER, QUICK COUPLING VALVES, i ' y THE BACKFLOW PREVENTION DEVICE SHALL BE LOCATED PER PLAN OR AND OTHER PERTINENT UNDERGROUND ITEMS. domp ; A. INCLUDED AS A PART OF THE IRRIGATION WORK, BUT NOT LIMITED �AS INDICATED IN THE FIELD BY THE LANDSCAPE ARCHITECT. 17. CONTROLLER CHART - UPON APPROVAL OF THE FINAL "AS-BUILT' gI� � BY IT, ARE THE FOLLOWING ITEMS: THE FURNISHING, INSTAL- � , 9. RRIGATION •SU"BCONTRACTOR`SHALL SE RESPON�f��f FOR .CONNECTING DRAWINGS, CONTRACTOR SHALL PROVIDE ONE CHART FOR EACH LING AND TESTING OF ALL MA('NLINE, POINT OF CONNECTION, w O VOLT SERVICE TO THE CONTROLLER. ELECTRICAL POWER SOURCE CONTROLLER INSTALLED. drawn+� I LATERAL LINE, RISERS AND FIT` NGS, SPRINKLER HEADS, ,BACK- WILL BE PROVIDED BY THE OWNER WITH A JUNCTION BOX AT THE FLOW PROTECTION, AUTOMATIC CORTROLLERS, CONTROL WIRES CONTROLLER LOCATION AS SHOWN ON THE PLAN. (TO VAVLES), ELECTRICAL CONTROL VALVES AND THE EXCAVATION, A. THE CHART IS TO BE A REDUCED COPY OF THE APPROVEDSAS-BUILT' SYSTEM (A BLACK LINE PRINT REDUCED TO THE BACKFILL AND ALL OTHER WORK IN ACCORDANCE WITH THESE PLANS, `v CheCked DETAILS AND NOTES, IO. ALL CONTROL WIRE SHALL BE SOLID COPPER, PLASTIC INSULATED, MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW, COLORED to OF DIRECT BURIAL WIRE. ALL COMMON WIRE SHALL BE AWG #12 WITH A DIFFERENT COLOR FOR EACH VALVE STATION). B. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE WHITE; ALL PILOT WIRE SHALL BE AWG #14, RED OR BLACK. UBC N C - AS TO MATERIALS AND WORKMANSHIP, INCLUDING SETTLING OF 11. WHEN COMPLETED AND APPROVED, THE CHART SHALL BE boo ALL CONTROL WIRE AND IRRIGATION LINE RUNS UNDER A/C PAVING B. BACKFILLED TRENCHES BELOW GRADE FOR A PERIOD OF ONE (1) HERMETICALLY SEALED BETWEEN TWO (2) PIECES OF 20 MIL r-2 —0 FINAL ACCEPTANCE OF THE WORK SHALL ENCASED IN SCHEDULE 40 PVC PIPE SLEEVES. YEAR FOLLOWING THE DATE OF NqL CLEAR PLASTIC AND MOUNTED ON THE INSIDE OF THE CONTROLLER in�' �. �O / � E� 8 12. FINAL LOCATION OF CONTROL VALVES SHALL BE APPROVED IN THEDOOR USING VELCRO TAPE OR EQUAL. 8 4 � 0 FIEL13 BY THE WIS HOMES APPOIN7`E 4. ` w �L.�IATI1�; IS. l5ecyc ILl. WIT � % OF AL_L r rE.5 `�4i_L IS E OF •S +� w iy •► , sheet Of -E�,j sheets ,., Alp . r 8607 DOUBLE CHECK VALVE BACKFLOW PREVENTION DEVICE GATE VALVE NOTE : INSTALL CONTRGLLER _ - TAPE 8 BUNDt.E CONTROL WIRE \41-C.. PRINTED INSTRUCT- • ' GALV. ELLS. - 20' 0/C (,TYP. )4 LAG �Tl rI.L• PER IONS 1- PER LOCAL CODE. ITP 4�Gi.a L GALV. NIPPLES -- ADAi•r TO LATERAL LINE " M� 1 G '� - P 04 o CON �E VALVE BOX I T A W¢ (OR EQUAL) WITH LOCKABLE , - — _ ELECTRIC VALVE (PER LEGEND) *0l,'TO 444JI-7-Ue'71a41. �vl s � CAST IRON LID 8 CONCRETE •� EXTENSIONS AS NECESSARY. 'SNAP TITE' CONNECTUkS 6 EXPANSION COILS, 15 WRAPS , • y AROUND ? " PIPE (TYP. ) .i 10,i-L MOUNT CONTROLLER � � IN T .— 'BROOKS' CLING ETE VALVE BOX ,� ..� Y'" URF, 2" IN GROUND — f _ COVER AREAS WITH HINGED, LOCKABLE, CAST IRON TOP (OREQUAL) _ WALL y , k FINISH GRADE 7-d ' 1---FINISH GRADE � r ,l,yll � pE UNION _ TURF, 2" IN GROUND COVER FLNI5H GRADE .��C•A-I�. 51.Ap. 2" OPERATING NUT '• M - GAL'S. ELL - LOCK NUT _ 4" ?EA GRAVEL _ cq . ' ; . ' . ' • • • , .. , .. . - , . . 18" MIN - cc 8" PEA GRAVEL �� __ 1. - - Il l= _ — 1 �� - 2x4 REDw0u0 FRAME 120 VOLT WIRE I N RI GI D 4 -A'A . IN—I AND O''TLET ,_iNE, A.",:x:i ) o. — �� ADAPT TO MAIN LINE 1� GALV. NIPPL.L "EYP) CONDUIT (PER LOCAL CODE) O I1� LaIN. CONTROL WIRE (TYP) 48,. COMMON WIRE/CONTROL WIRES S � r 1 I �:`'N`-• r7 : ''�i; 'I TO CUNTRULI ER - IN RIGID CONQUIT ,� MAIN LINE " T� O U FLOOR E I •' � �' MAIN LINE WITH TEE OR ELL � SLIPxSLIPxFII'T FINISH GRADE O V •........ ... GATE VALVE - - - 1 • . •..•.. •. �. .. . . CON ' FOL WI RE Tu OTHER VALVES .•: • . 1 R AL - --- COMMON W RE TO ;!IHE . VALVES •e- I I,,r - k - iii- = ,' Iw. OF DIRECT BURIAL G �- WI14"-, OiJopi- PIM5.-. TO VALVES WIRING c • 1 . A DOUBLE CHECK BFP LLJ �`B VALVE C _ ,� . ONTROL VALVE D CONTROLLER s� k —_ EOGL Of PAVING Ok ; - - EDGE O'" -"A✓I N6 .� ------ ---- FACE OF WALL OR FACE OF WALL --- QUICK COUPLER W/LOCK �1--------'--"- - - -• . - --__ - ---.. _._...._----- --•._._.-s.�_.---- EIX�L OF P�'1'J I f'J(, t.:r< 4 TOP AND RUBBER COVER FACE WALL SET HEAD FLUSH WITH �* • FIN194 WAM FINISH GRADE. INSTALL SET HEAD FLUSH KITH S FLUSH hr TURF AREAS 2 ABOVE FINISH GRADE cINIS1,I (-,RADE L ; ..; - ;•... o 2 IN GROUND COVER AREAS UNTIL TURF IS ESTABLISHED. 1 ll o FINISH GRADE. FINISH (;RADE FINISH GRADE a..o b - _ -- _ ---- oOo ROTOR POP-UPI -1-- III O l' •. o o TURF HEAD alil�" T liu�4_. 1111 M IL = HEAD - _ HI-" SHS 1 GALV. NIPPLE j( 'D �C' Z I ( 'I = �� - ILII TURF POP'Uf' SPRAY 12" MIN. O I I 30" N " ,.$ PVC SCH. 80 NIPPLE -� HEAD FVC STREET ELL LOG X I GALV. ANGLE 60 , SIZE AND LENGTH .�.. PVC SCH 80 NIPPLE S 17A z IRON STAKE W/ 2 S. S. BANDS . o AS REQUIRED AND LENGTH AS REQUIRE( LATERAL LINE WM DOUBLE SWING JOINT - FVC � OR ELL V r2 I C PVC STREET EL AND -- �- --- "- DOUBLE SWING ,JOINT W Q I — GALV. ELL 6 .:o�T PVC ELL �N. D W Z I ( GAIv. STREET ELL , ;4�, -- Y a� fir+ PVC SCH. 80 NIPPLE T O _ -- 1 X6" GALV. NIPPLE �Q 6" MIN. LENGTH PVC STREET ELL AND - 7VC ELL O W I PVC TEE OR ELL ON MAIN LINE LATERAL LINE WITH .� WITH UALV. STkEET ELL PVC TEE OR ELL LATERAL LINE WITH PVC , V TEE OR ELL PVC STREET ELL SCM. 80 NIPPLE PVC STREET ELL - DOUKE 5WIN6 JOINT 2 EA. PVC STREET Elft EQUICKCOUPLER F TURF ROTOR HEAD _ G TURF HEAD H HI POP SYMBOL MANUFACTURER MODEL NUMBER PAT TERN RADIUS PSI GPM - • - DETAIL REF REMARKS s O H F 2,�'' .o' b�6 O G,t•'�( ='�+ i d 12s/ (ECJ Cli?'Ih'IfIIOE i 4 Q l 5.1 Oji G'�} n . f Imo-f, If�7- N - ►lvt?J C , e57 e? • Ib7-H - r ►�szL& � � � 1 T�-►-� 0 0 • I 1 1 1. I ' �•Q,/' �5 20 3•°� 4�o 2 ' �' •f = r r IiE , W7-144-,*R1= �4,ZL.t , 07-q • (� 04144-E , V i ToFv � -��•p-7 ��P� 0�5 }} G? 270 1(0' 3� 57 I.14 1.71 irri ion o • osa. KP•IrI �I� �+ 125F�.IF�S �Ei.��( PADS r�,4' ZAP' I I� 25 •G 1.2 I.� � ., �4 EDGE OF PAVING -- 1 4 , Ok WALE 1, PRIOR TO CONSTRUCTION THE IRRIGATION SUBCONTRACTOR SHALL 0 0 • �� I�IZ ►� 14,E 20' 25 7 I CONTACT THE LEWIS HOMES APPOINTED REPRESENTATIVE - `�� �� `�°Y �• 1.9 AND CO 4> ��&IPO 1$00A- E;u l -ORDINATE ALL OBSERVATIONS. THE IRRIGATION SUBCONTRACTOR y" FINISH GRADE SHALL REQUEST OBSERVATIONS BY THE LEWIS HOMES APPOINTED o � ���I� IAV I~1 i° ���� DZ �'� �, � 1.3 '�� `� REPRESENTATIVE 48 HOURS MI ' ( N. ) PRIOR TO AN OBSERVATION. REVISIONS BY ® 4"' A. THE MAINLINE AND POC SHALL BE f'RL:�:,�.�,i_ TESTED (PRIOR To �DYIG� OI�N6,1` 2 � � �i'' AWWA JfaNDAP-D -I T�-.l- � :��IC, U E � BUBBLER HEAD ` TO BACKFILL) AT NOT LLSS THAN 125 PSI , FOR NOT LESS /, ❑ L r(F� Srr2'� �-57pT1o►� l,.lpl.(, ��t,.1T � 1 1 � 27 .�t1r1E I � � '>` �NIP>I •,•r�:,•. THAN TWO (2) HOURS AND PROVEN WATER TIGHT. TNL� TESL , 8 " Fffto W6r CdEC.- L ' "j - P�F�-r_= Ff x &7421' C I'll ' ' - �= - - _ _ 3" PERF. DRAIN PIPE, 48" MIN. SHALL BE MADE IN THE PRESENCE OF THE LEWIS HOMES APP OINTLD ' A a� T�' I'f��I VL E•LE-`• SE�� f � 6 � t REPRESENTATIVE, $IGNED,AND pAT•ED. H E E - I. l� N 2" NI 7 T-Ii�j L TWIN Z"� N11 4 W-06Z 7Z8 �1 11r.� .. ..i �'EA GRAVEL (2 C F M I N ) _. - A hU' @ �l-0 82 VALVE-LME s�2c . V � - MP�N - Tr-p11 SERIEfS SIZE PEZ PLAN �G ' i I `' - P. V.C . kISER ' 1 LANDSCAPE ARCHITECT _ � I I� � ' N I LYG LLI'I Ij11111 • .� o� PVC STREET ELL --_ _ - - . _- -- DAVE..__------_.___ Io ����� .G• �JUu� �l5 (S" MIN' �vd?. PVC ELL B. FINAL COVERAGE OBSERVATION - UPON COMPLETION OF THE P44- L 4MF G.,(,t�, 40 2 L�2 M9C- J,.S)C_� i o I IRRIGATION SYSTEMS, I RRI GATI ON SUBCONTRACTOR SHALL PERFORM A COVERAGE TEST WITH THE LANDSCAPE ARCHITECT ON ALL SYSTEMS TO VERIFY drawn 12",MIN a ° 1 'FLEX-RISER' 100% DOUBLE COVERAGE, THE IRRIGATION SUBCONTRACTOR SHALL !� - �-• P t G horA U 10" IN'C01� t 40 u N I _ u• I _ PERFORM ALL WORK AND FURNISH ALL MATERIALS NECESSARY TO CORRECT ANY ' �Cfi1ANN� 1 .0 A. INADEQUACIES AND ADJUST ARC OF SPRAY TO PREVENT OVERSPRAY, checked 'vor tawr� ;s�N o(. WII - u,F of r WQA_ 'rout/ - �l ►JG, tt r� `�'� � N1 MNNU _ L�T� cJ� �l,,i It_ + e`• �• � LATERAL LINE WITH LANDSCAPE � - PVC TEE OR ELL SCAPE ARCHITECT DATE ate _ 1 M 1 O NAW Gal am' WI�� S .F � ;N VA�v�. : r-I CF.(. ► tl��ll� I -�• ,��+.oW -� - ov,NDSCA" Zscele ® p° TIS 1 tLWI.IA s'(oylc��- I -�a,.� " �� - r ��Eo�MMLu.It�o �, N/A Cn • U ' & no Wft • t ! � � � � I t/0 Jr�IEOF CAI�F���\! sheet IRRIGATION LEGEND BUBBLER of ,� y� sheets N07i V drAL leo L AA OF •, —.- t 4'' hl0a'E, + I / : : • : .. J7 I- + _ + Z N ?fir 16 4AL + :r. 4. I i /► ' If 44L _ o � - - 1 HYMvIOSf'OfwtA F1•.AVUNI + / , + o I +�j- 1'S 441.. # 4-740 - - _ 37 Abf.LW. 4 IFL40A �• M 17 pe. I S4AL if 44L2q r g •' + Z _ • _ mo i�"StJ I IBJ s GU j'111" e 12"O.G. �. aa�. Ib �t�Tc o�.1M TmIKA 'W,-►F • + -3 4AL ' • . • NOTE A: y • • . ' . ' . t-7TWus ALI;,�Z1 OLIA '�ooD(Aoov' M _ 1. ALL rURFGRASS AREAS AS DESIGNATED ON THE PLANS SHALL 6E iS4AL _ • ' + 1(v- )4 4AL li - 2q" WYL ' . _ _ - MUNUSELUEU AS FULLUWS: CC s ren W - a o . • 2. PItEI'AkE SOIL 1N ACCORDANCE WITH THE SOIL PREPARATION r - • NUIl. SMOOTH ALL SUkFACI:S. FINISH GI<AUE TO 1" BELOW + • AUJAI:LNT WALKS, URIVLWAYS, ETC. KULL AkLAS TO EXPOSE Z ,1�,� . •�. SOIL IILVRkSSIUNS/�UklALI: IkRLGULAkI (II ;; FILL LOW SPOTS �F �' I p " ♦ I� r AND 1_VLN 1kkLGULAkI 1 I `,. LIGHTLY RAKE ARLAS PRIOR TO f . A) WT. L-11 • . � � `. ��- HYUkUSL1 UING. OWNER SHALL APPROVE f INISH GW►DE PKIUK J �. z + + Is c.�l.. - T�q ��� �� Tu KLAN r 1 NG. 44 �OfL• � TN..k.x• x•►il.Y MIX All) L' l I11 Y APPATtiE. FOL t_awiNC, HYUku- w '� • •,Li.IJ rtl x TU ALL LL:.1 Glw1 LL A1t1.A:, FUti 7 ukf ukki-S NYUkO- N CE Lt•ULOSE F l lxk 30 Lbs/lUix1 S,F. 3 J% + '1J111 u4 PHJSF•1�.TE 7 L1s:/lUtly S.F. W aq1. ltJ-�U-U w•r O J _ • !t�:w 31.-U-0 SWW kLL!`A•L S01 L SuLF Ok 3 L13:;/lwu S.F • - AG. GYPSUM 25L13S/lUUO S.F. • ♦ SEtL MIX PER LEC,thv 12 L1iS/lUuO S.F. '_ •, • - .• 4• HY`DKjtA CDED AREAS SHALI W-CE I VC SEVERN!_ CON::ECUT I VE • ' •• NA t t k 1 rr`•:, THE UAV Of 1 r 0 H"tO`.;L1L I Ill, TO Tt1UkU(Jc;l•iLY- I • • - ,.. II�• ���, I, __ yAlUrcAlE TNk x11L. Al [IN TML FIk:.T Ikk1i.A11(NC. wA1ER . .. 19 L►�f'v eat ur , • ,• - - - _. __ '• . _ . • 18 ' I� 1- - CLNU I T UX; ,MAY kEUU:kE.L TO�KELP NT fC SOI LeKA SNT AT A:PJr VE t AkLUIL Ali) bLL.Ov: T r(L ;;L L1)/kWT SYSTEM, AS MAY HE . • ' !S+ + : , �'1 M �� • • . iiE W-;c M Y FOR PWPL k (.1:~ I NAT WN ANU PLANT G�fTH• ♦ J I 5. 111L LANDSCAPE SUBCONFkACTOR SHALL kESLLU ALL NUNGERM1N- 1 pi1NU OR EkUUEO AREAS WITHIN UU) UAr�) OF INITIAL HYUKO- SI I'.UING. TUkLGRASS ARLAS SHALL IiE Fkl E OF :.ARE SPOTS f�la0.l. AND NULLY GLRMINA(EU PRIOR IU FINAL ACCEPTANCE. .r. ' IS 4d� +• _ -- ♦ EELED TUkFCit! kEACtiLS A 11E 1GIiT OF 2=.". J bLul It I-L*41►w AT A MI tVl1'4l'1 HETI GNT OF 2". kLFER TO _ rs 1, .' •'• - • - r .. 4�` thA1NIEt:AI�i:E NJTES FUk AUJ1T1Ut�lAL MCX^llt�t; kt(JUIkk1.1C.NTS� � ,+ ' ♦. - planting C 7. kEMll)Vr ALL RUCKS 3/4" UTAM. AND LARGER 1N TOP 2" OF • *K* DUST IWFIELD SUKI ACE SOIL 1 N AkCAS TO BE St LULU W 1 f H f URFGRASS, • . 24. plan + 8. SEL SHEET L-13 FOR ADDITIONAL NOTES ON TURF. . . . • ,� : , I •' H. Tai Mlx -ry � c�-rr'c►�Eo � ; �% ��.l�.lc.,.� �o�=F.►-lalA� �.'(� ' I ' • REVISIONS BY ; • P7 4 drawn -7 44L + + :.' ate l�•..,..,���� MATC 30 QR S ; . ft Twig oJob m y ? $4184Is 4A� ' . ,, - r . , low and ' ' `� •r • 12 sffest awe r. Of 911ttldS i 1,; • • � 1 N BM73 MATCH LINE SEE SHEET L - 11 .p� aA . ■� �+Gay - i� aa.L �g.44L . i��,a� ' I'f 4AL ■ ` �e \ , I a ry V :\ iw ' Y{ °° �. Q r 4 ,1ac.A.FA�JDA• t►,r.J,.ATiFot.& V W p 4 O-ATArJus 'Oef.wFOLW 'N.00P(AOov -�4" t-Ig 44L Z-24 " MOX • e , I Com. planting plan Z. F JU5 ELDAf?.c�. I, REVISIONS BY , Nor F- Pf-41T OUANT IT I ES p.E LE.c-T TµleOP SHEET ONLYdate . w I I k 4F drawn O J 30 APR 35 w u20 i MD 84 110 2 WNW of shoots / AS • 807 BOTANICAL NAME SIZE DETAIL REFERENCE REMARKS d f 1�y WHO K i .. M 5 fr ?h"gym A 15 4AL- Mllsl NY, G' . z4m IaDx- Hi1J- NT. 8',MIN. CAL, I';/4" TREE [PER PLAN) J 96 AGUr1 A u A I> MI ,- lo' MIN. CAL. ZM ID FWA VALE 16 Com, A A fi 1� 15 4AL- MI RT. 7' • Z4" Wx- N111 .WT 10Ml u. cam.. �1 'WONDER TREE TIES' ' (BLACK), STAPLE PER MFG.tf ft* • ' _ REQUIREMENTS 14 TIES �WARICARGTREE6 TIES PER 15GAL RAMLW2 FoU/1 ' ' " ocHI , Itl 12CROSS TIE *GSL A 15 CAL- Mh . , 7MINIe . TREE CAhIOP i ' BETWEEN STAKE 8 TREE �wn � um: ROOT BALL (DO NOT PENETRATE) 2" DIA X 10' LONG r LODGE POLE STAKES Ab&Lix DI LD 4. Sh � ^4- 6- 'WONDER TREE-T I ES' ( Z of3) TAKE UP SLACK ONLY, ' 7 *GRAM PLANT TABLETS II DO NOT PULL TENSION [6 PER 5 GAL , 9 PER E 5 4A1. C •• M I II II FROM SPRING ' 15 GAL TREE] y4 � 1 CROSSWIRE DO NOT TWISTOPO M TO�1 $ L I 24 EARTH WATERING BASIN 4„ IRAKE Qa, ' SMOOTH PRIOR 1' v WIRE ATAP OUND INSIDEAOF,STAKET :-. ,, TO SEEDING ) O Q I �i1 N J a J CI DU D CAVERS : - 41G FINISH GRADE S _ C.A7_4IId. D S 'M UI YELLOW, iJ os Z"o,C. APPLY STAPLE TO BACK OF STAKE '! COMPACT BACKFILL -- TU F EED h'I - �oib E X O 2X • .�_ ' ' i ;f !I� [PFR PLANTING NOTES) � � �' A FBF (X IPJ. t`"I'E R 00 T B A L L i PLAN VIEW .NOTE: DIA I _ ROOTBALL, SET CROWN ArrLY >✓ A, ' LII SEE DETAi L 8 FOR PLANTING I F LUS1- w/F i N 1 sH GRADE 0 AND MATERIALS SPECIFICATIONS - OVER-EXCAVATE AND 24* ! t— 2X RECOMPACT NATIVE SOIL I RLIOTBALL DIA is s I , &AL MoVIC ��TAM 1E ��. A TRIPLE STAKE B TREE PLANTING yZ . i -- - - - -- SHkUU Uk VINE FACE OF WALL [WHERE OCCURS] R ODI ' 7 GRAM PT.ANT TABLETS ; cc p — - 3 PER I GAL . 6 PER 5 GAL . CONCRETE MOW STRIP I ! 9 PER 15 GAL 2000 PSI NATURAL GREY - • SMOOTH TROWEL FINISH RADIUS TO ALL EDGES 1 #3 R EBAR CONTC N TERED) EARTH WATERING BASIN LAP BARS H" a SPLICES S TIE •j - IRAKE SMOOTH PRIOR INSTALL �5" PREFORMED N D TO SEEDING) I a W EXPANSION JOINTS a 15O/C 4" I MAX . , & AT BEGINING S END O - OF RADIUS q Ion v, ulll I►IVI�- - IMI N — - - FINISH GRADE k I 3 III , IIIIIU 2 _ • W COMPACT BACKFILL MIX 2" oiUOTBALL [PER PLANTING NOTES 1 0 J 01 L ROOTIlALL - SCT CROWN cost �' 1 , FLUSH W/FINISH GRADE �— FINISH GRADE AT GROUND \ • COVER AREAS . 2" BELOW ` (r" TOP OF MOW STRIP • c 2x RECOMPACTVNATIVE ATE DSOIL FINISHR G ADE AT TURF AREAS ROOTBALL D 1 A " BELOW TOP OF MOW STRIP PLANTING LEGEND C.,,,, S RUB PLANTING DI . MOW CURB 1. GENERAL - ALL WORK SHALL BE DONE IN ACCUMV CE WITH APPLICABLE ` ' • r1 I• CITY AN COUNTY CODES, AND THESE PLANS. 11• ►1 PI ES - THE GENERAL CARE MO MAINT•EWVICE ..._ 4. THE WIER SHLALL PROVIDE ROUGHGRADE TO WITHIN 1/10TH OF 1 FOOT OF F 1 N I SH GRADE. LHk-a+c�E T� A,�•« (9E hf►�prs1►»Efrt H*o�► OF ALL AREAS SHALL CIMS 1ST OF PW)PE R IIA TFR I NG FERT 1 L 1- FINISH GRADE, INCLUDING ANY MINOR AUJUSTMENTS TO EARTH BERM A. J& COITRACTORSSHALL CAREFULLY INSPECT THE SITE AND VERIFY AND SLOPE SHAPES. PROVIDE F i N i SH GRAIV IN PUNTING AREAS ZATION, NEEDING, CLEAN-Up, AND AS FOLLUIIS • ALL GOND 1 T l ONS AND D 1 MENS 1 ONS,PRIOR TO PROCED I NG M 1 TH ANY Ix M!N 1 Mtl1 FLOW. F 1 N I$H GRADES SWILL HE 2" BELOW ADJACENT A. CtA_T I VA TE AND HEED AT NOT LESS THAN TEN (10) WORKINGL L A D /t i•!L I I U►t I E;.i•ANSI 0 N SHIELD 1 WORK UNDER THIS CONTRACT. WALKS, CUlliS, Df(! =WAYS, ETC. IN GROUND COVER AREAS AND 1" DAY INTERVALS. - — • '-" ' 3/J.6" S TA I N! E S T » ~� B. IC CONTRACTOR ASHAI.I_ CARRY ALL WORKERS COhPENSAT I ON, WIC C S S EEL EYE SCREW R E W I `�� TD ti'�T►►.jt�► B. THREE FERTILIZER L I ZER APDL l CAT(ONS, PER NOTE ABOVE WITH •� 10 Las. n LIABILITY, ANaPROPERTY DAMAGE INSURANCE AS REQUIRED BY OPfIER� S. AZL TREES MID SFitll3S S►MLU RE PLNITED PER THF SE NOTES MID AS PER 10M SQUARE FEET j6-6-8. ^ ; DE TAI LED. ALL PLANT MATERIAL 9 4AU BE OF THE H 1 GFE ST•QUAL 1 TY HEAVY E A V Y D U T Y C. "*C=RACTOfi�SW I. APPLY FOR ALL PERMITS MID PAY FOR SNIE. ANDJ LARGEST REASONABLE S 1 ZE AVA I tABU E FOR THE SPECIFIED CON- C,' , � �H1t1 1 � Ani Z 404 • , ;j R E E N PLASTIC, • TA I NER SIZE (WITHOUT BE 1 NG ROOT BOUND). SHRUB MATER I ALS SHALL LIKE KE NEW, OPERATING CONDITION, ADJIA T I NG HEAD HE I GHfi S � I RIBBON TIP- BE e a� D. ALL 1 RR 1 GAT ION WORK SHALL W►vE BEEN INSPECTED AND APPROVED VIGOROUSLY GROW 1 NG, HEALTHY PLANT MATERIAL, FULL AND BUSHY; L I KE AND OPER ARCS AS NECESSARY. THE CONTRACTOR 1 S� FACE 0 F WALL `L•�e.ist BY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING ANY GROIIo OF NINES WHQUESALF NURSERY/MONF20VIHrtRY1�COMPANY � ��QUALITY,� RESPONSIBLE FOR PROPER WATERING OF ALL PLANTING AREAS, [WHERE OCCURSI „ . COWER PLANTING HIO2K, OR EOIUAL.1EHJr, A( SHALL REPLACE ANY MATERIAL DAMAtiED DUE TO 1rPROPER ► r MATERIAL WHEN SPOTTED FOR PLANTING, AND WILL NOT HESITATE TO MOISTURE. ` E. THE OIrNER'S SUPER i NTErIDENT NO THE LANDSCAPE ARCH I TER N 1 LL REJECT ANY MATT:R l OF QUESTIONABLE i ONnBLE oUAL I TY, OR OF LL55 THAN A� ° REVISIONS BY INSPECT THE PLANTING WORK. PRIOR TO STARTING WORK, THE THE LARGEST REASONABLE SIZE MATERIAL AVAILIABLE. D. ANY CONCENTRATED DEVELOPMENT OF WEED GROWTH . � ► CONTRACTOR SHALL CONTACT THE AwoscAPE ARCHITECT AND co- Tw►T MAY 1 D NOTE ORDINATE ALL INSPECTIONS. 6, DHy �..�, �p,,,}� APPEAR 1N PUWTINC. AREAS outlNG MAINTENANCE PERIOD sHlAll CONCRETE [MOM STRIP �• - � .E T UL�fWI °f`/1�. BE REMIED AT THIRTY (30) DAY INTERVALS. THE CONTRACTOR •THE ONE GALLON, F TvE GALLON,IS r.K..f t1•pac �T►-{► F. THE QUALITY OF WORKMANSHIP NO MATERIALS SHALL BE OF THE AS APPROXIMATELY SPOTTED IN THE FIELD RY THETi-Ivy..�pc�r MAY ELECT TO WANE SUCH CONCENTRAT IUNMS OF WEEDS ftVOJALLY ' AS HIGHEST STANDARDS. CO-OPERATION AND FLEXIBILITY IS EXPECTED _ - � '�Di� � OR BY AN APPROVED HEF&IcIDE H�locr�m. 2000 PSI NATURAL GREY CONCRETE/MASONRY RFMOI/F NIIRSERY SUPPORT STAKE; OF THE CONTRACTOR TOWARD WORKING WITH THE C1MlNER/LANDSCAPE 7. ALL GROUND COVER AS NOTED IN THE LEGEND SHMLL BE ROOTED SMOOTH TROWEL FINISH ' SURFACES TAKE LANE NOT TO DAMAGE THE- PLANT ARCHITECT IN PRODUCING THE BEST POSSIBLE PRODUCT. TIP CUTTINGS'FRCM FLATS ARO-SHALL BE PLANTED ,N STAGGERED E. DURING THE Ct1UtsE of THE MAINTENANCE WORK, 6+.btir+f[ �x.aGo+I11 !* �► RADIUS TO ALL EDGES nR ROOT BALL . PLANT VINE IN ROWS CONT I NUOU1SL( UNDER ALL TREES-AND SHRUBS IN THE AREAS SHALL REMOVE SURPLUS MA TE R I ALS AND DC 11 R I S 11" THE SITE ACCORDANCE WITH S H R b B PLANTING AS DESIGNATED ON THE PAWS AND AT THE SPACING INDICATED IN AN SHALL KEEP TIE PREMISES IN A NEAT Aro CLEAN CONDITION - a3 REBAR CONT. ICENTEREOI DETAIL ( THIS SHEET G. UPON COMPLETION OF EACH PHASE WORK' THE ACCUMULATED AT ALL TIMES. LAP BARS C 8 SPLICES i T I E ' SHiAII THOROUGHLY CLEAN THE SITE OF ALL ACCIJIUATED T� LL�H2O, RLBISH, DEBRIS, IAD OTHER EXTRANEOUS MATERIAL. V _ F. "UNG THE MA1NTEtIANCE PERIOD, w �ORAu sa I INSTALL � PREFORMED ALL VINES SHALL BE ATTACHED TO 8. TO ALL NEW fel-Ar/T 1 N('. AREAS (5►itl.B, TURF, AND tr7i0U►IDCO'vEft) �+t/�s �kNCMI . RESPONSIBLE FOR NAIHITAINING ADEUIVUTE PROTECTION FOR ALL EXPANSION JOINTS 8 IS' 0/C FENCES, WALLS, OVERHEADS OR OTHER RDTOT 1 LL THE FOLLOWING AMENO�R/T S 4" UCEP: •u�. T. ��Af�IC - FIRN I SH ALL MATER 1 AL, LABOR, TRIW SPORTAT 1 ON, PLANTING A/tEAS. ANY- EQUIPMENT AND PROPERTY TO COMPLETE THE LANDSCAPING OF THE DAMAGED AREAS SHALL BE P.EPAIRED AT PLANT 1 NG AREAS 9H04 ON THE DRAW I NGS, OR REASONABLY 1 MPL I ED N I TROLYZED F I R SHAV I NGS D 4 C.Y.A OW S.F. THE CONTRACTOR'S EXPENSE. I MAX. o & AT B E G I N I N G i END ADJACENT VERTICAL SURFACES AS ,� 11 OF RADIUS I I PER DETAILS NOTED. drawn TO Ca<'PIFTE THE CONSTRUCTION. INCLUDED AS A PART (E THE WORK, v LBS. .1G-E-8 COf1+ERCIAL FERTILIZER PER 1000 S.F. • �.� cl��u / M4," vE, L �.�, N W*4 r 1 BUT NOT NECESSARILY LIMITED BY IT, ARE THE FOLLOWING ITEMS: o♦I /�.4W r,�I 1 9. BJICKF t LL Mix For TREES, *&UBS, Aro VINES Swlll BE AS FOLLOWS: r �' • ^')�1 cz7 km it i, FIVE 17 TIES I M I N. ) PER V I N F . , INSTALLATION OF COHERE-TE MON CURB, F 1 NE (�2AD I NG OF ALL PLANTING � � / ctpck� AREAS; PREPARATION OF ALL PLANING AND TREE HOLES; FURNISHING 6 PARTS BY VOLIJ�E ON-SITE SOIL �jil AND 1NSTA1dAT10N OF ALL REQUIRED PLANTING BACKFILL MATERIALS, 4 PARTS BY VOLLK ORGANIC m*jo*xr As ABOVE TREE STAKES AND MISCELLANEOUS MATERIALS; FLRNISHING AND IN- STALLATION MIX OF ALL PLANT MATERIALS; PROVIDING MAINTENANCE � • 1TfHOlICii0l1T THE SPECIFIED PERIOD; CLEAN-UP AND WEEDING OF ALL jQ, ��►�(TQ�yr(•F pQ�� - THE MAINTENANCE PERIOD SRIALL COh+ENCE O` AF Scale � SHIPLANDFOR AREAS: GUARANTEE OF ALL PLANT MATERIAL AND WORKMHAN- ♦ _ _II j N/A SHIP FOR A PERIOD OF ONE YEAR. "•. APPROVAL OF ALLPHASESOF"TING k-TALLATION AMU SHALL �� �`+'�o��Mw•,rllrCi — BE FOR NINETY (9U) CONTINUIUS CALLMAR LAYS. MAINTENANCE � �` �. IIID \ �� HEAVY DUTY, GREEN PLASTIC, no 3. 4VACCfMKTOi4SHALL REMU/E ALL WEEDS, ROCKS OVER 2" DIMETER, WORK SHALL INCLUDE IH FE (3) FERTIt IZLR APPLICATIONS TO W J� , :.• r I� DEBR 1 S AND OTHER EXTIWkOUIS MATER 1 AL FROM THE JOB SITE IN A ALL PLANTING AREAS AT THE THIRTY (30) DAY INTERVALS DURING - -' RIBBON TIE LEGAL MANNER PRIOR TO PROCEEDING WITH ANY WORK ODER THIS THE MAINTENANCE PERIIB (REFER TO SOIL PREPARATION NOTES, * * IZI -- - _ 1/s" STAINLESS STEEL EYE SCREW �" CONTRACT• �' IN L Pp'�ty Tb 'A ri b"�''I' r- THIS SHEET, FOR TYPE AND APPLICATION RATES). I� WOOD SURFACES sheet OF `,f hI� If PLANTING ,NOTES E SAND AREA MOW CURB F VINE TIES .A ly Q Y s... cc i I Gx STUCCO (SIGH LL Waw LATrccE o/ 4x e 1 t.-,�c� TEx1Ur�) — �ytp/4.1 DIF.p rt'f I. 2x i 2 WD.i1xiM J V ► t` tc x t Q 47 \ 2x 12 wD, TRIM 2 x 4 sT1/0S WI )i I v F b d� o.s'i P 1 -SWMPSTONE - - -- _ _ O Qm go QD -- -- - - - — -- - - --- w � _ = Q < v -- - FLR. UNE _ _ ---- -- --_---- u ---� - _ �._ -- -__ � o X o - f-l.-fZ LINE y Z 0 Z = -- _ _ _ _ > CL CM�T //�2 r�j(�K dM''f/7 C-. FIN GR/IL7E in J J N J Fivlt t IN�B •�,Nt1,�F. Irk•!NG GOJIu IA 1►1 1=1 N• GsADE Wo SECTION, Lnr'� a' FA�y.�� LEFT SIDE ELEVATION . FRONT ELEVATION VODM # V SCALE : 1 /4" - 1 ' -0"6X {4 E:-)(P, BEAM ' SCALE : 1 /4" = V -0` -0`4 SCALE : 1 /411 19 W a::7 l.M71 GE W/ y4N WI Ra PRIG " y A.�c F,�a� buG►SCK Et*+ . I X 8 SHI PLAP S HT'G 12 _, STUCCO W ( 2) 0d C-s-) , PAF- !R 5 4x8 ew. gAff- EJPS 5 !I.IGr�t SAGE 'TE><TUKE� �N a.P • 6x12 QF• BEAM - FLAT CONGRE;+E TILE. R RI 2 M �//� x l T n i. 1 '�tkc- E% 'i J► -- - —-- —- ---- ---- —- - - — -- - - - - - - - . 2 x s�-oGK�I�� 4�G POST—'Zx4 ST o yc - --_ _ ----- - --�1'ER To r# 0011"m tea- tsiy"'c � �`w►-rF�i!r►..E p� ------- _ - - - - 4(wA14, i '' (O o.GS-UMPST �N E ri� ` LPr UA le ,Ftla! rJL lift 14 rf0WZ &-4&.42�d• J �jb4LN�GV�iV� lr�t1 ! FLR. LINA I _ ------- --- - _ , �_ -� r��►hol►1�� n � �- m SLR. LINE ' l v+ - uj N _ �J "Z �tlo, FIN. GRAp E _ • I RIGHT SIDE ELEVATION REAR ELEVATION SCALE : 1 /4 " = 1 ' -0" PA'�4T i,• FxTEIuOq I NTEKiOK 5WHfg- SECTION ,. ��� )rruo swR{4,t. MGIC SCALE : 1/4" - 1 ' -0_' • ZK A 1 4" = 1 ' -0" yti.111 Wi.�p ARKowN, SCALE : / J co oc c FIXT_U_RE L.EGEN D__ pa, o 44 TIP 1" y K(�P►�� y1 V Z II S �' � 1 %2lI4)x 42�GRAB BAR, 1V CLEAR OF,WALL o OPEN � 1 �.�Ln►� \ . OPF_N I �R�B 2 �, I�,Y�G R� R I 1! p {/N ` �,�V, �tf3/r•K Na, �+ �Y• �J, f• o- I V2 4 X36 GRAB BAR, IPL CLEAR OF WALL. rP- TP. _ �- _ 3 SURFACE MOUNTED -TOILE`( PAPER 81SPENSE.R, ' Q _ -- i1y�i gak+6�11 18 1 bf �wtkj efjj&, oo, W V p _ `n 141 WALL MOUNTED LAVATORY— �1 ,v�J W-A- of �.- 8 W = WELD sTL 1u'�INIa To V1 d x 5 — - - _ A60Z�4J eA44,vCG' Mot2Et. I�� 7 IN o .. O j II ,► � ,� O j V1 A N LONG ANL ►; �._TS E'�i E �� WAl1- M UNTED UWNAL W F'1o►.1�` YAM 1•- ..� _ Dr F PJM e 4-' 17W NOX, ABOVE FL FLUSH p 1/4x 1�4 440RIMNJTAL '� � wA_ ' TYo 4 Pu�ES f~... 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