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Cucamonga Elementary School
V _ DEVELOPER/OWNER r LANDSCAPE ARCH [-, TECTURAL PLANS a . Q CITY OF RANCHO CUCAMONGA 9320 BASELINE ROAD P.O. BOX 807 RANCHO CUCAMONGA, CALIFORNIA 91730 NCHO CUCAMONGA CALIFORNIA RA LANDSCAPEMAINTENANCE NO VICINITY MAP GENERAL NOTES SHEET INDEX N _�Y , ; 1 COVER SHEET 'J� a ESTACIA CT o ESTACIA$T 9300 9100 ~ 1010° 1050° L-2 DEMOLITION PLAN cc s 1 o s QQ o I MR y y P HIR + STZ ` RAN JH AMORGA .1. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CONTRACTOR, CITY, L-3 CONSTRUCTION/GRADING PLAN ST y W p > o> Z 0 MArMHORN I AND SCHOOL DISTRICT PRIOR TO ANY WORK BEGINNING. g OE1pN s m 2 °~`S°R rs%-o-'Ic 2. ALL WORK SHALL BE PERFORMED ACCORDING TO THE STANDARD L-4 CONSTRUCTION DETAILS CER SE sT o� I SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L-'S CONSTRUCTION DETAILS PLACER: S7 z za a Y>m P ER a CE ST f�,3 �{ ' v IS J FRIANT z ST p KOIWTI I' I NOTES I Y CALLE VELAR J ST SMEs,'^ 3 AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC.SOILS REPORT SHALL _ _ -- -_ F ' RRD _0 BE FURNISHED TO THE INSPECTOR AND ALL SUCH RECOMMENDATIONS FROM • - IRRIGATION PLAN o I ALPINE s oFid LA MANCHA , o SUCH A REPORT SHALL SUPERSEDE SOIL AMENDMENT RECOMMENDATIONS SHOWN > DR m I SAUNA ST m INA s1� #¢ I oLF COURSE ON THE PLANS. PROJECT SITE Y�Wa L-7 IRRIGATION DETAILS + I > M gjoT�, ( 4. UPON COMPLETION OF INSTALLATION, A MAINTENANCE PERIOD OF NINETY L-8 TREE VINE' & GROUNDCOVER PLAN ►ICKINLEY sr (90) DAYS IS REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE , 9TH Tp i 26TH ST > _ W l Z CITY. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, I JERSEY BL i " SET 0Ili, LVD ANO■ 25TH ST w PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, L-9 SHRUB PLANTING PLAN FERON BLVD FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER 1 -B-LVD uu24TH I ST CARE AND UPKEEP. MAINTENANCE ALSO INCLUDED ALL REPAIRS L- 10 PLANTIN DET t , CRO LU MA ST - G AILS NOTES AND LEGENDS w 1 Q H'MBOL AV REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE N _ _ - - O O O O XI 138.7 x1138.6 x1138.3 x1138.8 - L, I I xl 138.4 K z � I I K 1140.6 x11410.6 sic 1140.8 X IIsAO.6 POOL K a1-1 t, :s I IMIT OF x x r rn x DEMOLITI 16 -- J ON LEGEND Q I. 1136.70 -J 1136.2 x 1 136.4 . --- x - � x I 134.7 , ----------- 1135,3 x1135.2 12 + , 1. BUILDING AND ADJACENT AND /OR RELATED CONCRETE TO BE I 1 , « REMOVED BY OTHERS. (NOT IN CONTRACT). I ix 136.5 1135.5 ` `; 1136.2 PH 2 � Q EI. M36.58 I x \ x 'x1136.2 x1135.2 2. BASKETBALL AND VOLLEYBALL COURT WITH RELATED EQUIPMENT TO BE I I I x1135.6 . � � _ \\35 K REMOVED. 1 I I ■ 8 1135.4 3. CHAINLINK FENCING TO BE REMOVED. 1135.5 X I 1136.2 z x1135.6 1 1 1134.8 4. SOFTBALL DUGOUTS AND CHAINLINK BACKSTOP TO BE REMOVED. I � 1 1 X • I x1134.5 --��" 5. SOCCER FIELD GOAL POSTS TO BE REMOVED.!,DISPOSE OF AS DIRECTED BY 113`. � : :. x1134.4 I 11 1135.3 1135.,3 z : :;: :::.: ' SCHOOL f)ISRICT. I ::;:::;;�.. '. ■ " 6. MISCELLANEOUS SCHOOL YARD EQUIPMENT AND/OR PADS TO BE X 1136.7 REMOVED. DISPOSE OF AS DIRECTED I 1 1134.3 z CED BY SCHOOL DISTRICT. I z I 4. I O 3g / ■ z 3 5 7. EXISTING SWINGS TO BE RELOCATED. SEE CONSTRUCTION/GRADING / ■ x PLAN, SHEET L-3. X // 1135.9x S. EXISTING TREE TO BE REMOVED, TYPICAL. A S P H 1135.5 / / ,'��.:'.'„� �r::::;,.::.:, .•.• � . X 1135.9 / `" ~ - ': ■ 9. EXISTING TREE TO REMAIN, TYPICAL. I �� ". •::: :: ,;:: :;.'.` _ 10. REMOVE EXISTING IRRIGATION. VERIFY EQUIPMENT LOCATION WITH CUCAMONGA I Q I Mlr of x1133.6 1133.4 x1133.4 x1134,6 UNIFIED SCHOOL DISTRICT MAINTENANCE REPRESENTATIVE PRIOR TO REMOVAL. I I I �/ORK X 1133.4 21133.5 2 I i I �� ■ 11. EXISTING BIDIdG TO REMAIN, ASPH / . i x1133.3 21133.3`/ _ N800 I � I I , 21132.5 PHASE 1 , 21132.4 c - I �\ ON • x1132.5 21 32.4 ..j 21132.6 x 1 1 3 3.3,1 I I /x 1133.5 �.� r � DEMOLITION NOTES I / ✓ • THE OCNIRACICR SHALL VISIT THE SITE PRIOR TO SUBM7 ING BID. I ^ I I 1132.4 /� > , 21131.4 2. CCNTIRACI R SHALL VERIFY LOCATIONS OF ALL UNDan;ULND UTILITY LINES, PIPES, I I A �/ VAULTS, OR BOXES PRIOR TO ANY EXCAVATION. ANY DAMAGE DCURRED TO ANY EXISTING O I / 21131.4 z 113 I.6 x 113 I.6 I- UTIL= E MERM SHAD BE REPAIRED PROPERLY AND D#*D1ATELY AT NO ADDITIONAL XI 13 2.4 I - COST TO THE OWNER. I I XII 2.4 �� �� / `\ �/ > ItI131.6 J I I / 1131.4 3. IDCATIONS OF CONSIRUCT'ICN ELEM NI LIGHTS, SIGNS, VENTS, HYDRANTS, X TRANSE ¢R.S, EIC. ARE APPROXIMATE. CaMJ ACIM SHALL NMTFY UANER'S AUIH RIZED ' I \ REPRESENTATIVE IIW�IATHLY -9MJM THE LOCATION OF THESE ITEMS D?IE 2FERE WITH THE 1131.8 PROPER EXDOIMON OF HIS WORK. CONTRACTOR SHALL NOTIFY UNDERGROUND ALERT '� -� ����\ / �� /^� PRIOR TO ANY EXCAVATION. x1 C32.3/� , / /\ , 5 10 REMOVE EXISTING IRRIGATION •5 4. sHALL LIST, ox HIS PLANT IAT1 zIAL c�mRAN27 , ALL EXIsrnJG TRgs THAT I \ / z WILL HAVE WORK PERFC16M WITHIN 6 OF TY&NK. -1/ x 1 130.4 .14 21130.6 1130.6 z1 130.5 x 31.2. ✓ _ I Z ( I I \ 113 14 \ E I. 1130.11 x 5 5• C CR SHALL, IM�IATEL,Y NOTIFY aaNrFR IF FIELD CONmITza�s VARY FROM THOSE SIE�i CN THE PIANS. I x 1130.6 A S P H z 9 6. ANY DAMAGE DCNIE BY THE CO[?IRAiC TCR TO EXISTING PLANT MATERIAL OR HARD6CAPE I ( J 11.30 T!S THAT C1 RE O RTHE EMAIN SHALL BE REPAIRED CR RQ� BY THE CCITIRACZL�2 AT 1131.2 1130.1 NO U. h I I ( " z 21131.5 // �::; X A S PSH _ \ 7. AIL DEMZOLITICN ITEms (DEBRIS, TRASH, VEGETATION, DELETE M� MATERIALS, .) I 1129.5 NCT �IRFID FCR FIIL SHALL BE REMOVED FRC14 THE PROJECT SITE AND BE DISPOSED OF I I \�' ` I • 112 9.4 z 1129.62 x 112 9.7 21 1129.5 ACOORDING TO 1DCAL OaDES AND RDGULATICNS. NO %> rgr CR D�2IS SHALL BE BURNED X 1 129.4 1 - ON SI'Z'E. I I t O 21 131.5 x X 1129.4 �r (131.4 6 X O � S. THE IRRIGATION SYSTEM TO BE RFM7VED gWT�, BE DONE UP TO THE POINT' OF �C / • / CONNECTION. CONTIRACICR SHALL INST!A L A ISNE SIZE GATE VALVE IN A CITE VALVE BOAC \ X / • :::I. I PCR FUIIURE IRRIGATICN CON NECi'ICN. 2 I t * 21129.3 \ \\ / 1 , 1130. w � x Z W I I r / \ 1 9. ALL PLANT MATERIAL IN AREAS AFFECTED BY DENDLITICN AND/CR NEw OaLSIRI7C cili SHALL 3 I \J I 131.4 •/) BE WIAZ RED MANUALLY t1fr I. THE IRRIGATION SYSTEM IS REPAIRED. 3 I I I �J 1 128.5 o _ Q x 1128.6 8.6 10. ALL C4OU ND SURFACES WHERE GROLMONM HAS BEEN R 4CIVED SHALL BE G[WBBED AND J2112 8.4 1128.4 X BROUGHT TT TO A CONSISTENT GRADE HAVING No To THE SAT.LWAGTICN OF 2 r I I �,/ X 1128.6 THE LANDSCAPE ARClLLTECT. X x 1128.4 / 11. TT, DENpLTTT(xTPRICR TO • TurITEMS SHALL n allequipmentFIED o�rer too the THE d strctD SCHOOL ! 1128.3 / j 1 x r� � 6 21128.4 _ tj S P H I x LJ r 21129.4 . < \ 1128.3 1127.5 _ ITEMS TO REMAIN X L r 4 1 1 I I x112 .8 21127.4 x1128.3 I x El-x 1 1 I \ 21127.5 21127.5 I I ( 1 1128.5 1130 O x 1127.5 21 12 7.5 ITEMS TO BE REMOVED 1 Y c X1127.2 X1127.2 7 I V 2112 .3 1 • �� ■I \ 1 127 a NOTE: All existing topographic base information provided - x X 1126 x1127.2 8 by the City of Rancho Cucamonga. 12 9 X 112 7.2 1126.9 N4 0 x1126.6 I 6 17 �� x1127.2 X 1127.5 2 .6 ::: I11Z�HASE--3 x1127.5 x 1126.9 1126.9 I ,. x X x 112 7.4 I I- I p I I 7 4 - 2 . SCALE:L E• 7 . 1 II 4 2 .3 x 0 z I - X O 13 I I x1126.5 1126.4 x1125.5 x1126.7 627.2 ::: :::: X , 112 7' Q 1. 1127.58' R E V I S ( O N Fon CITY USE ONLY 15 X 7 -x II y S 1 Q 1 ■ ■ ■ ■ ■ ■ 1127.4 I I •• \� DATE DESCRIPTION APPRONED INITIAL DATE I I T-II" I DE La,�`f�� STREET wATER SEWER I 1125.5 A S P H 1126.6 1 \ I �1125.5x 0 X 1125 ASPH xl 124Y4 x1125.7 ` ` _ 21124.7 1125 TRAF� � I I I K 21124.2 _ I 11 2 4.2 - 112 _ - FINAL CHECK I -- �4i6------X ------ ----- II 3.15 z x1123_6 ------- 1123.8 - I 1124.6 ------------------ - - x �� ---- ------- -----x -- - ---- --3 1124.7 XII 4.3 Rw X - - x1123.5 ��� x1125.4 1125.6 X1125.9 x I I x As CONST. I x 1125 \ 1 \ \ THESE PLANS WERE PREPARED BY: FOR PRIVATE USE �O 1 x1121. 1121.9-- RJM x _-x 1121.8 INITIAL DATE I� SPA DESIGN GROUP, INC. DRAWN L.M.W. 21121.50 1122.2 NAME "a""` "o`a'..`"` a"�'x"': CHECKED P T.B. x 1122.6 X TE x 1121.3 LICENSE NUMBER FILE X121'7 CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION X" '2,. , N • SURV DAA �� CUCAMONGA ELEMENTARY SCHOOL OTE. PROVIDED BY. PROPE Y LINE BEARINGS AND LENGTHS ISI IEET TITLE i OBT ED FROM PLOT PLAN PREPARED BY:. OL C II DEMOLITION PLAN D4. APPRVED H.L. GOGERTY, F.A.I.A., ARCHITECT _ CA n.o ATE ENGINEER D. STEWART' KERB, A.LA., ASSOCIATE car APPROVED n14)596.9644 3123 WEST EIGHTH STREET, I PPwcsrs-�aR (8001548-5496 DATE DISTRICT SUPERINTE I)MS MAP COMPIM WITH NATIONAL MAP A LOS ANGELES CA. DATE BUILo+OG OFFICIAL SHEET L-2 of 0 � ACCURACY STANDARD,EXCEPT WHERE GROUND PLAN DATED 6-14-56 IS OBSCURED BY FOLIAGE. APPROVED NG NO. ORAIM PHOTOGRAPHY DATED 7-17-89 DATE CITY PLANNER _ SHEET - OEC > ............ ....... ol L_�L ........................... _ 1138. 13 x ,. 1 8.3 "� x xl 138.7 x / 114 E i' it K s ♦ �-, `llap.6j t 10"O _ 2 I_ H I^ .rl N _ J Jx 40.5 K 1 ' II x S, t AS -o o ,Q I I1 . x114A 114 6 2 1311 q�l 3 r _ I 1 .� 16 ,..._ .r i� ,. { NI CONSTRUCTION LEGEND 136.7 11 T I ' - -- ___ 06) 9 J 36.2x I 1h :k - LD 1. ASPHALTIC CONCRETE PAVING WITH 6" CONCRETE CURB. - _ - t - _........... _-r I I I I �46 2 , -- tz=5 I I 3-p 191 1 ' x xI 5. � t to = �■■ � T 1< � } ......... 6' WIDE CONCRETE SIDEWALK TYP. SEE DETAIL B, SHEET L-4 I ` r M vE5T^-IL 5 C +py 4� 11 �T i I I I 1136 2 , mac.I I3�. 3 s 3 x I 3 ,I� - r _I Z. _ N x: tO ( �! O RE E T A P Y E S D IL C, SHEET L-4. 1 , : x 1i3 5 I w N !t tz �� I I I I; 1 + s 2 _ _ LIT X175 ' v I I 2 I I I D �}�I�>� I 11 7• F ~ 1.. ' ,.M SI _ ` 4'. 4' WIDE CONCRETE EDGE AT SAND PLAY AREAS. SEE DETAIL D, t ) - *1 ' 1 roc rG mac• _ 4.I F I 8 - • x 1136.2 5. SOFTBALL DUGOUT/BACKSTOP LAYOUT. SEE DETAIL F, SHEET11 L-4. 1134 . .� `J 1135.3 S t - x 6. DRINKING FOUNTAIN ON CONCRETE PAD WITH DRAINAGE SUMP. SEE /•��. 1135.3 � ��:,_ ,� � j - - � � - � ° 1134.6 J � ��,-� DETAIL H, SHEET L-4. �36. •, \ � 1134.3 go@ k.l � 7. BASKETBALL HARDCOURT, 45 X 72 SEE DETAIL G, SHEET L-4. 1134.6 ) 8. 4" DEEP BRICK DUST INFIELD. (60% CRUSHED BRICK - 40% ED x1134.3 // i 135.9x /�; 4 /.'• � , � ✓ __. -`� ---_'. �s - SCREENIONCJOINT TYPICAL. �+ 9. EXPANSION J A S P H 1135.5 c l ■ _ ......_... J j \` ' --r•-' 4'�DI I ��L•i�,`;' . -_....•--- � •-•-•__.- •.,. i -;�"� � {' - 1" DEEP CONTROL JOINT, TYPICAL. SEE DETAIL 8, SHEET L-4. � 10 ' 161J _ AND Q �- r r I""+ �+ AL1lr �fCLiJ L50' t + ''1 xf 134.6 11. CONCRETE PAD FOR FUTURE STORAGE FACILITY. • oN 2- "102 ,G� C.�L-I - - i 6 �_OFs x 33.4 14 f _ - pOC I[ IT- I �1_ 1 x - 12. CONCRETE PAD FOR FUTURE TEMPORARRESTROOM FA FACILITIES. - 1 , Y' � 13. EXISTING TREE TO REMAIN TYPICAL. A i 14. PORTABLE SOCCER GOAL POSTS BY NORTH AMERICAN 1-800-243-5133 MODEL 0.0 ` A SPH ' NA 6596 GOAL AND NA 6623 SLEEVES. 1133 i • • ` _ _ -'' " app 15. SAND 101 LUI LAYOUT WITH EQUIPMENT. SEE DETAIL A SHEET L-5. _., r 33.3/ J I _..... x11 r 16. 8" WIDE CONCRETE MOWSTRIP. SEE DETAIL B SHEET L-5. J M 32 51132. NOTES • 4CONSTRUCTION .� � � 32. GENERAL / ~o i13 .6 x113 D 1 TS, C WORK OF ID CN OF THE i _. .....___ � •` �,...._ � �S ALL SHALL CONF� TO T� THE LATEST ADOPTED I'TI STANDARD P R LIC RKCONSTRUCTION, AND ALL OTHER APPLICABLE OCA RAND STATOE CODES, ORDINANCES, ANIS REGULATIONS. ,' 'tet,: � \.. ._..• / ....... _ 1 2. OOKiRAC:'ICR •'".••- SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY 1 `. .._ THE LANDSCAPE OR HIS REPRESENTATIVE OF ANY DIU!ENSICNAL IStRCX2S, 131 4 OMISSICNS OR DISCREPANCIES BEFORE BEGINNING, OR FABRICATING ANY WORK. • . 1132 � 3 I 1 x x% / I i i.4 x I I (.6 x 1131.6 1� r 3. WTTIEN DIMENSICTTS GOVERN. DO NOT SCALE THE CRAWINGS. CON7AGT Z4iE OW�IFIRIS O I , / 1132.4 `��\ ,� . x !�O AIIIMCRIZID FOR ANY CLARIFICATIONS. x , 1131.6 Q. * / 4. PAVING AND CONCR= OONTRAC"ILW ARE TO COORDINATE THEIR WORK WITH THE ;>: ~� OG x I 131.4 FOR SLEEVING, ,�-� DRAINAGE CONTRACTOR AND IRRIGATION CONTRACTOR _ .._...... � PIPING, AND CONDUIT UNDER ALL PAVING AREAS. -._ } 5. T•Y PRC CEI D WITH CONS EWTICN WHIN IT IS OBVIOUS THAT / • �\ r / / 330 113 2 3 % •`•` / _..�`. ( (30.5 (]MQ�JWN OBSIR[UCZZ AND/OR IFFII2FN(.�s HAVE BEEN KNOWN glAii NOT wrT.r x / / ,� � � 1 � ' CNS D EXIST THAT MAY NOT x C / ! '`• � /�� � r DLIR71dG DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY 1�0(X2iT TO THE A'I'I'ENTIQd OF Ii30.4 1130.5 ' r ►131.2 � 1 ��« ,' - - , ,. / � J _ • / ' x 14 113 /I 130. � x � 4 - x THE OFIIdIIR'S A[TIHC[tIZID RII7RF5PNTATTIVE. THE Q7N1RAC7ICR SHALL ASSUME FULL x !_�` ` RESPONSIBILITY FOR ALL NECESSARY REVISICNS DUE TO FAILL RE TO GIVE SUCH ✓ --�-' - __...__ Q EI. 1130.11 / r � � /� � •Z NOTIFICATION. y i { I < xI 131.•4 ► 130.6. OGG A S P H x 6. CONTRAiCICR SHALL BRIM DISCREPANCIES IN PIANS, DEl'1ULS, SPE]C7�'ICATICNS, SITE CONDITIONSI �`� ._, �-�, t J �'- 1 0 i O' / BEFORE MY, AND PRIOR WORK NiCRK IS PERFX14M THE OWNER'S NJIIORIZID 'S ATTENTION • ._r' 1 131.2 w ■i1 fi x x A S P H x 1131.5 \ ` /// ...._-_....___. ...__. x 1 1 3 7. SPECIFICATIONS, THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED AND HE wnL AND IlkWHERE A CONFLICT OCCURS, SCICH As AFCNG GENERAL NOTES, SPECIFIC D TK ~ i 129 / j THE INTENT OF THE CCN RAC.r DOCUMENTS. �1 f x / 112 9.6 x 1 x l l 2 9.7 x 112 .. � t 1129. > N 600 �i 2 9.4 8. CMI RAC70IR SHALL VERIFY LOCATIONS OF ALL 1 UND�UND UrnXI Y LINES, PIPES, t 1131.5 1 x -` - x I 1 2 9.4 v'� 1 VAULTS, OR BOXES PRIOR TO ANY EXCAVATION. ANY DAMAGE IIID TO ANY EXISTING t J /xj ` \ {131.4 �. PF43PERLY AND IMMEDIATELY .. BY THE CONIRAC.ZQR AT t � 1129.3 ... J - l _._....... _.____.__._ _ !�o ADDITIONAL CIosT TO THE OWNER. i x s HYDRANZs LOCATIONS �' CN II�NIS• LIGHTS, SIGNS, VENTS, , � 9 � �� EIC. ARE APPROXIMATE. CCNZRACICR s�ii NOTIFY RHE awNER'S ALITHCRIZID IMMEDIATELY SHOULD THE IC)CATIONS OF THESE ITERS 3 i.4 , \ �' ` INTERFERE WITH THE PROPER EXECUTION OF HIS WORK. x 128.5 1 _ I 2 __........ x 10. / 112 8.4 �- `� THE DRANTIrIGS AND SPDCIFICATICNS REPRESENT F'IZIISEIID WORK ALL a ' x 1128.4 TEMIUZARY S()PPCRTS MASONRY EIC. IS THE SOLE RESPONSIBnXlY OF THE 1128.6 t �AC.'It'IR. CBSERVATICN VISITS TO THE JOB SITE BY THE LANDSCAPE ARcHrrE.T DO Wr iF OWSTRUICTICK MMMS AM SAFETY COMITICINS AT THE WORK �f 112 8 3 + * r " \ �' x _._...._.._.._..__._.._._._._.._..__ ' SITE.TTHESE VISITS E INSP=ON OSHALL NOT BE 024MXM xS AND DETAIIEID �.. ° 1� ••.. v,-.- � x I � INSPECTIONS. P H 12�.4 x PHAS 3 } r' ALL PROPERTY LINES AND MAIL PRICK TO � WC7RK. 11,2 9,4 x _ A x 1 1 2 8 x ?.5 12. ALL FCRN6 AND ALIG ENTS OF PAYING, AND SPECIAL PAVING AREAS � t • � - _..- � THE CI TY I `�1'BG TOR P Feu ._.._ - OI I�I� t s�L 1 1 . ( ` of 48 cam. T 127.85 S r • I IAB G _.._.. I w 2 � PND MIC ;F 1- . ' _ 1 1 - 12 8.3 i E 112 7.'5 : x�pai I x NOTE: GRADING CONTRACTOR TO COORDINATE GRADING _ -'--x-1 I ^ , :s.x ., - ' 112 7.5 w 1128 .5 _ - ;..::;: r x' \ /^^ WITH CITY ENGINEER AND APPROPRIATE UTILITY EASEMENT -0 x 12-2o CONC. EDGBE 2 7 ' . I I 2 11 "2 E LITTLE LEA 175 x1127 3 r REPRESENTATIVE. LD 4 00, r 3:�:: xl 126•.8 x1127.0 _ 1127,5" ALL- .... H : DEDI BY TOHEOC TY OF RBANCHO INFORMATION CAMONGA. .1 -•�► 1 ` 112 7.2 , _ G , � ��`�� � �` I Io MIN• _ x SOFTBA ' N4 - 2 5 �._.. T I Izr-15 �• . = A;f�iC .': - � ��_�� 3 r x'� C 112.8.?S Q FLAY _ TOP OF'CURB 1.128.5 1 1126. �- t 1 1 ,9 j x 1129.1 ¢ I x 11 o •4v- 1 4 . \ / o ';?: .'`sA LEVEL 1 127. .� �:��::•. i SCA �� :;�:::. LE: 1 40 Z x , 11 i I 7 _r 112 �d � ' - \ � 15 SPdCEIS � _. 112... _ ::: :.:. a;.... : :::... ..,...:.:':: l 5 1� 11 .9 _ i:.;;;: REV IS I O N CITY USE oNlr ..:.... 15 ''k ::::..:.... .•,•••.':, � ... .. • .... �..r.4 .... .4 - DATE DESCRIPTION INITIAL DATE row - .' +2 SEE STREET _ �.. = I a } 1 t i It t\ J f �l '� AER SEWER p - -oil PROPERTY LINE BEARINGS AND LENGTHS OBTAINED FROM /7I a �j i t 2 �V ��- I(L C �.. 1 V ` A P H I l k ~ • ♦ DRAIN ' WATER xOta 6t.! }�- �--- c01�. Ll. s�.1T't E(Z } �\ s x t;�, x 112 5.7 ..` __ - _ LAN PREPARED BY. 5 1125 1 N`�_ 4k�3 =R � TY �� DYV6. #k 308 , ,I �. ~ TRJIFF� j. f 2 4.2 w ;: . ..._ � _ _ FINAL CHECK `� � _ _ , I$._.... ..._ _. ....... - - 12 5.4 j H.L. GOGERTY, F A., ARCHITECT.,7 124.E x x1 _ 1123 8 �," D. Alk, AS_ AS CONST. O STEWART KERR A l ASSOCIATE ,•. , . .. 1 i , ,r I ( 3123 WEST EIGHTH STREET, -r 1 OS AN - _ ESE PLANS WERE PREPARED BY: FOR PRIVATE USE :, �, TH '� {-,_ i �' x1121. X121 _.: .. T � G `S, '',� r� .._.. - ��..�-._.., INrru►l DATE ,L A • � U i f � DESIGN GROUP,INC. �N P.T.B. AN DA 6-14-56. � R.,...c ,►�uroras..a.,,CT11M ` 1122.2 u.... ...n.a .r . .•.. CHECKED R.M. � ��.,- NAME CONSTRUCTION SYMBOLS BRICK DUST SPECIFICATIONS x 1'21.5 F x „22.6 x DATE I-NEW POSITION OF SWINGS AFTER RELOCATION. CONTRACTOR TO VERIFY CTI LICENSE NUMBER F„� •60% CRUSHED BRICK SOUNDNESS AND OVERALL'OF CONDITION TO SWINGS PRIOR TO EXCAVATION. ADVISE I CITY OF RANCHO CUCAMONGA ALIGN 40% SCREENED CLAY INSTALL BRICK DUST .•DEEP IN wits COMMUNITY SERVICES DEPT. OF� ANY PROBLEMS WITH THE CONDITION OF THE EQUIPMENT. COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION MEMO LIMIT OF WORK MARKETED AS'ANGEL OusT'OR cAPPROVEaf EQuAu BY' � I�Ro,,ECTNAME CUCAMONGA ELEMENTARY SCHOOL CORONA CLAY RE-INSTALL SWINGS IN PROPER LOCATION WITH FOOTINGS AND ABOVE GRADE ELEVATION SURVEY DATA PROVIDED BY: ASPHALTIC CONCRETE PAVING (714) 737'5667 PER MANUFACTURER'S RECOMMENDATIONS. 'CONCRETE FOOTINGS AND EQUIPMENT SEE SPECIFICATIONS, SHEET L--q ELEVATION TO BE INSPECTED BY CITY INSPECTOR PRIOR TO BACKFILLING. EETTITIE SIEVE TESTS AS FOLLOWS: - SAND � MIN. 95% PASSING THROUGH 915MM STD. SIEVE ,. OLYM*IC � CONSTRUCTION/GRADING PLAN. MIN. 65% PASSING THROUGH SW MICRON. STD. SIEVE MIN. 301/. PASSING THROUGH 53 MICRON. STD. SIEVE 11M Amacm Hwy'c$ - D PPROVED CONCRETE PAD -03 EXTRACTABLE CALCIUM BASED ON DRY WEIGHT AND OWCAW7 m U ILIZING 10%'OF SOOIUM ACETATE EXTRACTING SOLUTION. �y�,��,,,,o SATE CITY ENGINEER .APPROVED �` cohAwy MAPPD#GSYSTEll �s�iess� DA ISUPERINTENDENT' BRICK DUST Z111/A SEE SPECIFICATIONS, THIS SHEET T•IIS mAP COMPLrFs wrrH NATIONAL MAP CAtE BUILDfJG OFFICIAL SHEET L-3 of U ACCURACY STANDARDS.EXCEPT WHERE GROUND IS OBSCURED BY FOLIAGE. APPROVED ���NO. --- r� NSE SI.Jr�P ItJ ToT LdT• 1 - I 7-17-89 E CITY �ANNiER -�., ,SHEET,'3 OFI-0 . ( -. �.,f'�1.► -fir- 6u T4�ok1 E L E>•�n �T• ALL �l�6�S , 3n TmLED Al ffxpA+4.5IoN Jol NTS, Typ.. -- - G0Ni: 2ETE 0-*AQ W 17-H MED 1 U M E!:;'R00M . - - __ ._— -- FI NIsN �O �•N�L.-� T� t�IR•�GT'1oN o� - - I I -- --- --__ u N v RAY NF. ;:, :,, ° , -.M� F t�JC� - iii 1tvLw r4�lLjs w/1" -T I! M IeW SDE 6? I 610-0. • .. • •• 4) Cd-ic1211 ' 109 ie.. I" D��P I II III�III �Illfill co> +tT>rn TG ELEV CL>RB UNE 3/e"LIP �� II gUL'"61leAcE >� O NOTE: 5.1/jTOP of PAV R � 'To 9o90 J. oa p I 4+TD .�51N. 6" CURB PER CITY STANDARD DETAIL #301. -' 0. 1'/Z,« 19.. :•� + H tom;, , • TCOLE0 va I4T ( f I 6' CURB FACE & 18' GUTTER DETAIL �o�J ASPHALT PAVING SECTION A CONCRETE PAVING SECTION B CONCRETE EDGESAND PLAY AREA @ C 14 tt� rwrllrl�M t�YERs + iiGN. INsZ'+l.l. N'.+NUF G '14T. GNNrIUHK FEJ*--P- RFY�.r'�"�Enbr,TIGNs. 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Si UCA SND Pw, I CSI D WOOL . . f I-2t3-3qa-�83o ...1.1.,.—. ,,.• ,�.e a"��x� wfift—.,,.v.— Foot" ow-AM w1r1•..°1 rnw CONCRETE EDGE @ TOT LOT D GRAVEL DRAINAGE PIT TOT LOT ElVall ..�: . ..... owINC rwo " + �ar�,-I1� o o ::oo"ewn° w•w - 31 I D� tll�i T/ G� �. f M L, +�•+�'•�wa o To aw rru ° ce ounww �"°.i°w r°•VW .nw •� OF ww A•I.1•.w11Y+ Mt.�•III . P1TC.N Tor 0 F%[6' To pRfll bt�INxING �rhfwN I � -► fAVIN6. ,II coN G' � i I :. MWN UNC aN guMp % t fou"T�'" SOFTBALL DUGOUT BACKSTOP LAYOUT -► `- '� _ v ��+ :: :? , �IzooKS I•tZ g�tb �.. R E V ( S I O N S FOR CITY USE ONLr - '"",• '•"•i — ` DATE DESCRIPTION�,rtt� APPROVED INITIAL DAT •;� Dr = WITH 1_ H �-✓Yi I••AI1�•{If .1I�1(�Il��i 7-11 dI0 /�✓1/ 1� fKJ1?✓J £D STREET E _ .... Q \,.'' . yDGE rj"i�oNp1N TIS`, 1FO f� COI'I1=G- wATERSEWER -.f lil%4w GRO 1 DRAIN- ,,,,,.• •" . t O' O.O N . . •.0 0 - TRAFFIC ._w..•c 711 I C. • O. • •�— t tl �- II - • • i i i I I O. 1. • .O i, • •,• d p• .tjo FINAL CHECK w-, . . . _ RW t AS CCINST. ON 'r'"Oil " THESE PLANS WERE PREPARED BY: I T• D ►= _ _ „__ FOR PRIVATE USE 1 �/4• 1. l 1166& . 1- M INITIAL DATE - �l� 1 DESIGN GROUP,INC. DRAWN P.T.B. _lI "�'�-'^"'s CHECKED R.J.M. �� d +••r — — . / NAME DATE LICENSE NUMBER -tX'EV112,�, gun t�Onb � II�� tiL FILE Pif31�� 1115 !*X117Ip _ -ii 1C=1_- j 2' IYoNc sung CITY OF RANCHO CU CAMONGA _ L COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION I PR0.IECT NAME _r. ISH 1% MINIMuM b•a+ ` CUCAMONGA ELEMENTARY SCHOOL r N��. GIZ�vEI- D12 g. SHEET TITLE 34--1.3=�_rhT7a�•l - I�2' geu�V:Rac,IL o•1w • � _s C8 CONSTRUCTION DETAILS r� - _ APE AT ENGIN PPROVED I COMMUNITY iERV j G DATE BUILDING OFFICIAL BASKETBALL COURT SHEET -4 10 DRINKING FOUNTAIN H APPROVED DATE CITY NO.TY PLANNER � SHEET... OF.� q -- NOTE: ' IRON MOUNTAIN FORGE MODIFIED PLAY STRUCTURES AVAILABLE THROUGH: PACIFIC DESIGN CONCEPTS P.O. BOX 1909 HUNTINGTON BEACH, CA 92647 I (714) 846-4885 IgU �I CONTACT: RUSTY LONG a S OEYa�j d _ 19ON M U N TAI N FOIwE 'KIPU 13 I LM.�1 ST sT� I II o MOPIFIEP TOT PLAY 5TtZU0TURE5 v - 1 IF IN5TALL 10EP, I"IANUI=AGTURPe!S� i PZWM` IFNIATIONS. V.tJI TYP, em nTAIII.E,�T A Lcz:P;P,Au- MA6.AWAY MMM PLAY 5T?�LIGruw- �. T t T L, �l.11l'MENT- t=ooTlN�. (Z TaTAL) 4 L- STags I ; raluTTW L-5 I 1 -_ SILL p r->IT bIA1f-=-TER /< cc �I-TI z Gu IZ�> UTTE42- ?F- f-,ITT s' � � STP• d Il... #3oI,A GI' 1i � �- . .I I35 =- : '570 -r Top 4f <SIP/dj-E 11-55.5Jo IJoTF- 12.X r- "1 E- SIZF- ::::::��T I 8M►tSTEQ SLDi CTS MG'F�E1.. A 2010 G i}' DRAINAGE SUMP & GRATE rrc MMUFPGTutZ '� �-oMM�t d M.l11MuM •�Y�Il� .1= T+� �+ CF?'4`.l �s 136. 31 r '.,°' FALL AIZA I30UNP�WY MOUND I WIN -- g� SUN ICY Gv, I 1 14 - �►� U ��A MouNTAI N 1�o1¢C�E t'LAY STIZUGZUKE�5 'o- J30/, 471 _ a GU W�T�Ip • I• A Wpeep -F�IoL.eo JOWIT a *0'--o ac. • z,{�Ro�It�E ,�N E3��ls1oN �.jolN T e 3o'oc. "I A-1- Jo1NT IN6 TO Pa-ekD MON "OWSTRP 5PPIUS i=t;*4T5. IRON MOUNTAIN r-o zC- l kI b bu ILoEgeol mcoiriEP cy ELEMENTAKY PLAY STI ucruI2E. I N5TA.L PM. ",' '. . ' •GAG, �� 1" 4 NUFAGTU9995 P-1154OMMENC)NTIONS. • t-t N�N Ems. . . - NATLJI � CONGr�cTE W/ OTE. x 1�l�ius CR055 DIRE-cTloH L.167HT 1. ALL DRRX HEIGM ARE FIRM CW= MM. ALL01�I A MINIMUM OF b'-o� Q ECGE —� BROOM FINISH 2 AM DMICATFD"AS FC�1D�1B. TOT" LOT I ��aEN A4.L SHCW � ) D�DJ LO PLAY � p�T AN t) TTIE 9 =H GSE GRGUNDG,oVEI� zvr pab-r �io�4N� - T ENT GO�JGI�T� 51 n I n �-U R� �I AM U10WOM POSTS JURE sDMM �13'3���P SM. vEj-� ANO I ` =J' I I d 3 IF THIS PIAYSr= MAY BE E?CPMM AT A LATER TnC, =NAM NIOW ST�J I' 5EE CONSTT2.UGTION �'LJ1N PM TYPWAL. e 4 REAR CaN�T: �s ARE WAi-K SGo � FAIL A89CR8IIdG CCPXIIm CDVFR IS 3Z4mr>mY tIrmFlt AND ARMM AIL PLAY l�JlplaW. 12" NMI, DEPTH SIM LUM D1 MaS �N�• `'� �� �. a--r PST C� mI� To OW4 AWA. S ALL POSTS ARE CH 41 CENTERS, Fm:m OVERREAD EVvERM AND 5EE t�ETAcI1.�. �, ���'•`� j,,-�- fr OK 1 mss, WHICH LAVE POSTS ON 12'5" cEMMS. DnMENSIaNs AND PM NSE I N TCT LOT 1Al2E1A,.. f , II 6PDCIFZCOMOINIS FOR ALL O340a nS CSN BE F� IN BOTH TaT LD T �M1n L I�14gTtOt ; r'�kmT"R3 fAf�L �If kJH�\:R L.IGL "tVD4NW M-ETIIDFRS CATALOG Arm ASSEMMY n�st� =ajs. Dl THE EVFNT Y of cao" Lcr, 4HE ASSaM,Y nvsnax-ria4S SMM MUM PRErED04CE. ALL 5ANP 1-0 1.3E -*16 GKAPFj:) `oAND TO I°f��/ATZ:LY NA%114TA4Rw 92 MDfn&M CISOMM PALL ZOC AMclrm UM MM;X PLAY 5ANP ML45T CONI✓Ol2!l TO 45F.LTION Z00-1.5 Msx.-ivy IS 8'- UIS ZQIM ter BE FRIG OF ALL TRUPDG OR OF 5TAN0AE2p 6Mr-A FICAT IONS F�1� 1''1� Wc aou isiaN .t�►zARDs � Roo s, Roars, BMR NMRIAL ETC.,. GON:vT12L.,1GT10N. A HM4n•a«a OF 12' PALL uta WM BE PRESM m IMI • - FAC![ ANY SWnG DUN ALCM UZ SW DG PATH. , s TH OUGH PLANTER DRAINAGE & GRATE D CONCRETE MOWSTRIP (B] TOT LOT -LAYOUTA SCALE. 3/3211= 11-011 v . R E V I S I O N S GTT Usk ONLY DATE CxSCRIPTION APPROVED WITiAL DATE STRiET WATER SEWER GRa ► DRAIN TRAFFIC • FI IAL CHECK it w AS CONST. Y THESE PLANS WERE PREPARED BY. FOR PRIVATE USE R'M ••• y -INITIAL WE DESIGN GROUP,INC.. caAwk Y __ ruNGIs AM LANNOCAM CHECKED NAME DATE LICENSE NUMBER FILE CITY OF RA14CHO CUCA TONGA COMMUNITY SERVICES DEPARTMEN 1': PARKS OlIVISION 'WTNMA CUCAMONGA ELEMENTARY SCHOOL SHEET TITLE CONSTRUCTION DETAILS AND NU'rES PR -CITY ENGIN TE APPROVED SUPERINTENDENT DATL BUILDNG (NW-FICIAL SHEET ..L-5 1 APFROVED _ DATE _--_ CITY PLANNER • SHEET .s 0F QUICK COUPLING VALVE SET FLASH WITH FINISH GRADE IN LAWN AREA SIDEWALK CURB ABOVE FINISH GRADE � � IN N OOTHTHER AREAS ETC. \' r� FINISH GRADE COLOR CODED MAP FOR VALVE AUTOMATIC CONTROLLER LNIT ESIDEWALK,CURS, �. +� LAWN AREAS LOCATION INSIDE(SEE SPECS) SECURE HOUING SON CONCRETE RAIN GUARD(WCS RG) FOOTING WITH GALY J`BOLTS STEEL MASTER VAFINISH GRADE ��FLUSrIGri TOP OF (CONNECT PLACES)RES FROM RAIN GUARD TO 0& /'�� ' ' t+* ++ x 3 GALt � V. LVE OR PUMP START POWER r + t++ SHRUB AREAS BOX TO BE PLACED AT RIGHT ANGLE TO IZ • / T r +++t NIPPLE AND ELBOW POST �c / + t t +++ FWITH LANGE ,BOLTED TO G ILL WIG SHALL BE TIED INSIDE HARDSCAPE EDGE • . � + �+ *+++ u ■ .' t t+ +t++ 12 ROUND PLASTIC 12"x 18"PLASTIC BOX AND COVER WITH •'. • +++++ ++r* BOX 8 COVER HOUSING LOCK TOP ISI �`, •� - J I ON-OFF SWITCH TO BE PROVIDED .. �, PUSE ROOF OJBREAKER IS A1D- LSCA CONTRACTOR( NOT CURL TYPE EXPANSION LOOP(MIN. 24") ,� . _ ' alt ••�`; �' - .�• "�` G� STAINLESS STEEL CLAMP SURE(W.C.S _ WATERPROOFED WIRE CONNECTION ,• flGVR) CRETE FOOTING(INSTALL 3 MN. ,. .... .. +�_"" •. `.,:`. � .at ABOVE GRADE AND SLOPE CONCRETE CHRISTY'S I.D.TAG (STANDARD) SIZE & LENGTH AS • Q 2% TO DRAW LINE FITTING SECURE TO SOLENOID � : " ` "`•`'�'.`` ' NONPRESSURE �p SCH. 80 PVC NIPPLE REQ 0 6 , „ � 1 x PIGTAIL • ;,� 4; 03 ,i EA GRAVEL FINISH GRADE A i ISI �,•�. •'�:� � � FINISH GRADE LAWN AREA ' SCH. 40 PVCy�( ;`: '••'� r tp PVC LINE PIPE ELBOMf��N+_ •:'� ;' SCH.40 PVC STREET ELBOW ELECTRICAL CONDUIT TO SOURCE 6 M (INDEPENDENT SERVICE) FINISH GRADE SHRUB AREA 0 PROVIDED BY 3 SOLENOID ELECTRICAL T (TAPE WIF"A7 �p - •. PVC SUPPLY SCH. 80 PVC NIPPLE INTERVALS OF l2'O.C.) ,�/ • %•-�• !• ?'101 ` : d� LOW ADJUSTMENT LINE (S=S7lTI SIZE 6 LENGTH AS REQ�D 2"PVC LONG �Mp'�JE .' Wit: FITTING : J '4/ �Ly.�A GRAVEL >b• SWEEP ELBOW 1 COMMON WIRE TO ALL MM'S OF (MIN.3 CU.FT.) 1 PVC SCH.40 MALE ADWTOR % PVC SUPPLY LINE 1 CONTROL WIRE'TO EACH R.QV. (TYP. 2 PLACES) ADDITIONAL COMMON WIRE TO ALL PVC LINE PIPE NOTE: RCA/S(SEE MOISTURE SENSOR DEV&) 0 MIS PVC ELBOW • COMMON WIRE TO BE WHITE AND CONTROL WIRE M BE BLACK IN COLOR UNLESS 0 PVC LINE PIPE SCH.40 PVC STREET ELBOW OTHERWISE NOTED. COMMON WIRE PVC SUPPLY LIVE FITTING(SaSIIS) • NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL CONTROL WIRE 11ALVE UNLESS OTHERWISE APPROVED . NOTES • CONTROL WIRING SEQUENCE CORRESPONDS TD OPERATING SEQUENCE OF REMOTE I. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED. NOTE= TEFLON (ON ALL THREADED CH. PVC PIPE STAKE (SCH.40) CONTROL VALVES AND AUTOMATIC CONTROLLER UNIT. (AS ON DRAWING) 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA.PROVIDE A SPACE A MN. OF FITTING MIN. 36"LONG OR AS SITE • WHEN USING RAIN GUARD LOCATE CONTROLLER IN A WAY NOT TO BE 3 FT. APART. REQUIRES SPRAYED BY SPRINKLER 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. ,(7*' TYPICAL AUTOMATIC CONTROLLER ASSEMBLY 2 TYPICAL REMOTE CONTROL VALVE ASSEMBLY 3 TYPICAL QUICK COUPLING VA LV E **NNO SCALE (PEDESTAL MOUNTED) JR-86 NO SCALE ( STRAIGHT TYPE ) NO SC '-E ASSEMBLY M-103'" e OR AS NOTED GATE VALVE BRASS NIPPLE TEST COCK(TYP. 2 PLACES) (TYP S PLACES) I JE SIDEWALK,CURB, REDUCED PRESSURE . SPRIKi13 FR NOZZLE BACKFLOW PREVENTION BRAS ELBOW ROUND PLASTIC BOX a COVER PRESSURE REGULATOR COVER MARKED:IRRI GATE SET AT PSI NIPPY (WITH LOCKING COVER) >K FINISH GRADE •� • • BRASS UNION - JIM w K LAWN AREAS •• ' POP-UP BODY ASSEMBLY STRAINER#40 (INSTALL 1/2"ABOVE MESH RACHEL �. >K I~ as NISH GRADE FINISH.GRADE) N w sa SHRUB AREAS W ELBOW PVC SCH.40 BRASS ELBOFINISH GRADE 1= MALE ADAPTOR BRASS NIPPLE HANOWNEEL GATE VALVE \ RELIEF ` 2 ` PORT SUPPLY •DISCHA v r FINISH ILu GRADE LOOSE _ _ 2 HOSE Bin C SUPPLY PVC SCH.80 NIPPLE W ! BRASS ELBOW - LINE (LENGTH AS REQUIRED) Q. �I BRASS PTFE (E� Q BRASS PIPE 0 W PEA GRAVEL PVC TE ) PRESSURE SUPPLY BRASS ELBOW ELBOW LINE-INTAKE • —(MW.2 CU.FZ) 11" PVC TEE OR LATERAL LINE t CONCRETE THRUST BLOCK • GATE VALVE (SIZE AS NOTED ON DRAWING) IU V I ♦ - -(TYP. 2 PLACES)MIN. II/' � CU FT. 1 PVC MALE v Jim: / ADAPTORS • EQUIPMENT TO BE INSTALLED AT A MINIMUM OF le FROM WALLS,BOGS,ETC. • WHEN UNIT IS NEXT TO BUILDING,WALL,EIC,TEST COCKS ARAE '10 SE 00 �1 SOL 40 PVC STRffT O-BOwB ON OUTSIDE. 4 '• NOTE: GATE VALVE SHALL BE INSTALLED IN SHWA MEAT NOTE: USE TEFLON TAPE ON ALL THREADED FrMNRA • ALL UNDERGROUND PIPES SHALL BE DOUBLE WRAPPED WITH APPROVED TAPE WHEN USING GALV.STEEL PIPE. UNLESS OTHERWISE APPROVED. 4 TYPICAL BACKFLOW PREVENTER ASSEMBLY 5 TYPICAL GATE VALVE ASSEMBLY 6 TYPICAL SHRUB HEAD ASSEMBLY NO SCALE (2 V20 AND SMALLER ER 1 NO SCALE (37 AND SMALLER) in-84 NO SCALE ( FLUSH TYPE) JR-" ETC. CALE: 1 SIDEWALK , CURB, .• II=40 Z • \ 214MKLER NOZZLE R E V I S I O N S FOR CITY USE ONLY DATE DESCRIPTION APPROVED INITIAL DATE .. -�P-lP BODY ASSEMBLY . •. i. • (INS TALL 1/2�'ABOVE STREET FINISH GRADE) WATER SEWER GRO a DRAIN TRAFFIC FINAL CHECK RW FINISH GRADE AS CONST. PVC SCH. 80 NIPPLE THESE PLANS WERE PREPARED BY: FOR PRIVATE USE • SIZE AS REQUIRED �W bT MINITIAL GATE DESIGN GROUP,INC. DF7W A.I.C. PVP SCH'40 STREET ELBOW FLAWG C AM wDW'M A&CEROTMx CHECKED A.I.C. NAME DATE PVC SCH.40 ELBOW LICENSE NUMBER FILE " CITY OF RANCHO CUCAMONGA PVC REQUIRED) NIPPLE POST IO COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION PVC TEE REQUIRED) IN FINAL POSITION SaSxT OR RISER SHALL BE AT A SOW 45ANGLE PROJECT NAME CUCAMONGA ELEMENTARY SCHOOL • SHEET TITLE PVC SCH.40 STREET ELsoW IRRIGATION DETAILS ED APPROVED TE INEER APPROVED LATERAL LINE (SIZE AS NOTED ON DRAWING) 4 ,j,,L&7 pAQ DAT p COMki"TY SER&ESMANAGiER • NOTE : USE TEFLON TAPE ON ALL THREADED FITTINGS JPFAINTF r A • ASSOCIATED IRRIGATION CONSULTANTS DATE BLALDING OFFICIAL SHEET L-7 OF -0— 3014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA APPROVED 7 TYPICAL LAWN HEAD ASSEMBLY I •0026 TN0.01s)477-0525 FAX NO. 1213) 477-2813 DATE CITY PLANNER °R"""NG NO No SCALE JR-o04-54 TiL. - SHEETOF.0 I . 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I,," 1 1124,6 ( - ' -- -- --------- .......L........ ----- -- - -- '�- -!--- .. --,'. - , -_ --- ...-I...- - \ x , _�_ I - *......*... - --- --- __- - - - -V'_._ ---+'L.......L...... i - T . - "-- t_.- __.- - ...-.-. ......................�... ....... _..,--. .--- x *...** 'i �I .' . I - .-1, I I 1 1123-5 ," - �'_.).'.I ? - i� � ' . - I I I ,I., It .... _" "" /',--,X,l f )l . . I AS CONST. I -1 i __. " ' - I .-1- - \ ?_,I,,,--IN.....�.........._......--.-- . '': I I I I...I � - \ � , 't L' ::� AQ�� I a �. \ v\ ...I.... I �: LL�7'L'LLL '. ! I,l . I.. - � -------\C.-I - ,� ... - _. - . +""(�� L I /I � Ir � '"" L'- -- -- 1, . -....... ....I THESE PLANS WERE PREPARED BY: FOR PRIVATE USE It '/'�) F..........-.-. 1125 1 � ( I i; _ - I.,. / -,.-....-.__"V& 1� '------ I _"'Ll-- L'-'11-- � �*"- ____--/1' __."-1 � ----------- ." / .1 11 .. I / 7 � " "_ 1121,9 1121.8 I. ,----,-._.".' , _P�_o . i; // . I 1 2�.' I -x ' I ------- RJM INITIAL DATE - A- . I 'L _ / _'_� , ly(i -1 I I I "tF� / 8 ' � - ' ' ' If, 'l- ( " -1-.......�'/ \ ", �) � '�' I 11 ; � . ,,,� \ , - ' , _D .' . / ( 1� , c' , \ x ' - -,-.,.. � -, � _` I- - "- - ---I �l s P AN- � I . / ,! DESIGN GROUP, INC. ORA" L.M.W. � ) , . I / \ . r (S . � ' ., PLAWOM Am LANNSCAM AecorrwTuu 3 1121.5 1 . I I . v__j \ ("_ I 1212.2 �ML�.mw"-~Ma. CHECKED P.T.B. � 11\ -I,--,- I . � . I . \ x 1122.6 NAME DATE - I L \� 112113 III i LICENSE NUMBER FILE I I . . . x I ; � I . . I � 1121.7 \ : x � i� \ "I it CITY OF RANCHO CUCAMONGA 1L , � il �i. . �". \1 \ - i . , COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION . t I . "I "I � . Ii� ; , " ,I " ------ I � PROJECT NAW _ ___.+_'l' " "I _.'_..__._" � / I I . 11\' %: � : I ,I '\ kt, " ,% J IE I 1 2 1.2 /"". ��iI 11 ""----,-.-.- ", � �� // CUCAMONGA ELEMENTARY SCHOOL ) " I/ � � .1 I � � � . " I / �l ."' I/ 1 � / : t j !, - / I i t� 11 SHEET TITLE , I� \,I 4 / / �'� ""\-,"11 \1 '11-1-- / TREE., VINE & GROUNDCOVER PLANTING PLAN I . . 7 D APPROVED . I J� -DATE . I CITY ENZ;IREER �L� I � � - I-APPROVED I: DATEI&I __jICES MANAGER &,&COWAJNTY E . I - APPR04fEDl _ SA DATE -DI&TRICT &I ERINTEND . . . -, (-\ L=-,- I , \' � - I I \�IIIIIIIIIIIIIIIIIII�77 0 1 9 IT, �) r,i i 5.2 1 1 - *' - - " �� `- `** * ' -IN- ly I.,.2-'----w: .l__a DATE BL&DW OFFICIAL SHEET L-8 OF 1 Q APPROVED I DRAVANG NO. DATE - CITY PLANNER . � SHEETS OF I 1 t 38.4 xl i 38.6 xl 138. t� , H ->o .i" .... ..... - .. ASE x114 ',1,114000 x 40 fz p . 4 _ . >1 50 r y �'.'.' N 1000 e" • E1. 1136 11362 1 • I I I I I I I I I I I I _ 9� 1 1 1 1 1 1 _ - - , I I { - I ; i 1135.5- t ' x!136.5 _. . / x12 N 1135 5 !� x1136.2 xl 3 5.4 ' �' I 5 . z� cpw 36 _ 1 M 3 5 6 y II ■ , \ �' 1135.2 �• • _ : _-. . x o o° 1 1 1 1 1 1 �. I I I I I ! I I I i I _- - K 00 0 x I i 36.2 .. t �`�•° x 113 4.8 1135.3 x 134, _ L 1135.3 - � - - � - - 1 - x • i�- I 4 x1134 6 -- illx!134:3 I1 4.5 136 7 \�'� } ' , x x I►34.6 i ,� ,� x1134.3 / 1135.9x I J;: r,,,w• y 1 .-- ! " / ' --fes, �-•�•--- - _ � _...... ' 35.5 .. A S P H II z i 1 ' 35.9 `' ° `---` _ 13 13 3 4 I �►,o �° oogo° 1 I fi' I 134.6 o°° 113 4 1133. �1..-_..._..._. �._.l I .6- -� x x 13 3.4 x ,� x f x x L _...... ,•, -•-. �' i � X1„1 qo - - ° o AA 57 t / " SPH t <. ./ i n33 3 �•- xII 3 3.3/ � � _ __. __._..____ _ I _ � _-N 800 i // 32.5 t 1132.4 1132. :J x_ I J C 32 5 3 6 I xll x xII I 133.5 i 1131:4 • I > I I132 .4� ; jam" - ,, x /.. I ✓ C"� 13 i 41131.6 13 16 132,4 \ xI xx ,x ,+ 1131.6 \ I i I i32.4t f` h ., ' x 1131.4 j �•�...:� `,. i 131. 1. , , , , fes• l- ... ,' _:- ..... ''' • '`` ? / ,� ' �.> • ;` / 1132.3 / , 1130.5 x < / / / .... ,r- -� x 130. I x x 113 1130.5 \ 1131.2 � / I 4 ..... x l 4 113 / x ,. _......_.__ -•�__.... -._ _... _ ____.,,..• /2SEI. 1130.11 / xl13i.4 1130.6 E . i� I `1 •/ ` , / A S P H �, x ._,�'r xII 31.2 / = r` ' .r'•`'-'"�� x ''-• 1 x I i 3 I.5 �\ �� , . ._-_______.-•-f-.__.n __- 111 �... - `� 129. j 1 29 x t29 7 X1129 _. N600 -}- 129 J I I z I •6 x I 1 5 f z 29.4 It29.4 �� t X1131.5 i : t {' x 113 30.3 �. t , 3 / 3 1285 <, xII 14 4 x 128.4 '.ice x 12 x I12$.4 1128.6 _ r �� 1..� 1128.4 � l `( 1128.3 i t , .,.� +. . ,' !u r. 01v 36x : 2 9 4 P-p 50 ., :.... , ,..T, xII i ...--•` 12'14 rz r 12 5 r• 1 • x . - I > I � SEE SHEET L-8 FOR TREE, VINE AND GROUNDCOVER I xIi , < 1128.3 PLANTING.. 1 x ` x i xi 12 5 x1127 5 x - i I �� y . -. i I .r ' 1128 ... � - x1127.5 x 1127.5 SEE SHEET L-10 FOR PLANTING DETAILS, LEGENDS & NOTES. fi . x 1130 _... _..._.. . - 112 7.2 1 ................_......... ._...... .........._ x / x I i 2 o � 3 2 2 , x _.., x l i I 127.2 ' ■�■ � x x AC 00, -y I I I I I I l x 2 N 400 7� 1 12 r • J �. I _, �r k _ x I �\ ;y i 2 7.5 ��� ♦ ` ` 26.9 1126.9 _ : x x SCALE 1 2 3 7 40 c 17 x l _..... _ _.... _,, I I I 2 ....... n I I I ( i { I x 3 x =; - 15 " - = •' x - S I CITY USE ONLY ; E ;< V ` _..... - . •- ; 4 i1C1 4 -....._..._._.._..___._.- ._ _- DATE DESCRIPTION FOR 7 � - _. .. ._ ..... ................._ - _......... ...............- ..... _ .._ .. APPROVED INITIAL GATE ` STREET • S7 E WATER SEWER may^•.. ..-, ... �_._.__-•� xII 2 5.7 `� ''" 1?4.7 _ GAO a DRAIN PHASE 3 �++. TRAFFIC �'• T FINAI CHECK YV � - � II''S.4 T x.�� �.y � + SHRUB LEGEND x "�, _ ASCC04T. SYMBOL Y BOTANICAL NAME COMMON NAME SIZE & SPACING -__~. -------^ ---'� THESE PLANS WERE PREPARED BY. FOR PRIVATE USE XC 107 ' x 1219 21 �, .. ......__.._ REMARKS QUANTITY l I . x - -x � •�.. INITIAL GATE '� ! AA AGAPANTHUS' AFRICANUS LILY-OF-THE-NILE 1 GAL @ 18" O.C. ,! ,' `a�'A DESIGN GROUP,INC. D.K. BLUE FLOWERS 506 / DNA" 'PETER PAN' / t 12 2.2 FLA„ M"'N■"'E"�nC71M CHECKED R.J.M. .., w.ur•.rrrrwa w.s. w. - xII 21.5 I x NAME DATE DV DIETES VEGETA FORTNIGHT LILY 5 GAL @ 24" O.C. WHITE FLOWERS 115 , x 1122.6 LICENSE NUMBER x 1 1 21• FILE JC JUNIPERUS CONFERTA SHORE JUNIPER 5 GAL @ 5' O.C. 59 x1121 7 `, CITY OF RANCHO CUCAMONGA r� COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION 'e oo'�oo°00 00 I -"-'� • ' / PROJECT NAME PW PITTOSPORUM121.2 -' ' / UCAMONGA ELEMENTARY SCHOOL j °°:°°8••Y•°Y DWARF PITTOSPORUM 1 GAL @ 3' O.C.O C 116' `, x 0 i ~-= i 'WHEELER'S DWARF' SHEET TITLE RP RAPHIOLEPIS INDICA INDIA HAWTHORN 5 GAL @ 3' O.C. PINK FLOWERS SHRUB PLANTING PLAN ' •PINK CLOUD' 485 1 OVERAPPROVED ff JJ41- TE CITY ENUINEER DjfAPPROVED /• E CdMMUN1TY RVICES MANAGER XC XYLOSMA 'COMPACTA' .XYLOSMA 5 GAL @ 3' O.0 A I $47 DATE BU�DM OFFICIAL SHEET L-9 � 10 APPROVED • DATE DPLAWING NO. CITY PLANNER SHEET q OFA 5MAGE 1.40GEPOLE 5TaX9 PLANTING NOTES TREE LEGEND o. MUALLY AROUND MINK (5 TOTAL.) 1. FOR TREE STAKING AND SHRUB PLANTING, REFER TO PLANTING DETAILS. lit BarE9MG ►L Nmm COMM NAS OL ANTITY T ZEE PLAN 2. COMMUNITY SERVICES REP SHALL APPROVE PLANT MATERIAL PLAit.B1mIT BY x CONTRACTOR PRIOR TO INSTALLATION. �O PiORIINH S BOITiE IE6 15 GAL K7 _Z 3. ALL TREES 24" BOX AND LARGER. SHALL BE TAGGED AND/OR APPROVED BY TIM ® CA CUPS CARRDIWDQD 15 GAL 29 LANDSCAPE ARCHITECT PRIOR TO THEIR DELIVERY TO THE PROJECT SITE. Z�j"�)��L.D1&EPOLE 5TAKE L� WOon Im Laos n— BZpnIMM Cmxm FLME Sm 24• BM � SIY�I11Di1it13S ;20 1 r RGA1 ;�VE 51-AIN ?.A•'�bO�C—IOL LONG 4• ALL TRIMS SHALL EQUAL OR SURPASS «VALLEY CREST" STANDARDS FOR SIZE X AND QUALITY. �LZ II�DIC# CPAPN NUM-2 24~ am )aQ�>1� SDIIemm L 1 ��6Gl.11� W/ CwgLV. I�.IOi01� ` W5• T .�. . HOSE I Z GrA. W I ICE S. ALL SHRUBS AND GROUND COVER SHALL EQUAL OR SURPASS 8111MNURSERY• STANDARDS FOR SIZE AND QUALITY. Ois 15 GAL _LS3 leo- r THS s� w-roww t Y ) 6. ALL TREES STUkLL BE PLANTED A MINIMUM OF 3' FROM WALKS AND WALLS. * WATL'h !°�451N TREES TO BE PLAIITED IN SMALL AREAS SHALL BE CENTEi w Ill PLANTING AREAS. *S- IN CAIvS� AE7. SOILS AMENDMENTS AND FERTILIZER FOR ALL PLANTING AREAS SHALL, Bi AS FINISH GIZAP BPECIFICAED IN)A carr SOS RE>PMT (REFER TO LANasca�E SHRUB LEGEND rL.A T t..L MIX" 5� GENERAL S. SEE GROUND COVER LEGEND FOR HYDROSEED pLANT1NG NOTES SEED Mlxas. REFER To LANDSCAPE SPECIFICATIONS FOR HYDROSEEDING BOTANICAL N IS COMMON NAME SISE 4 SPACING $�$$,g tRIAWTTY Z X Plobjl TEK Or Ro TmALL 9. ALL SHRUB PLANTING AREAS SHALL. INTERSECT HARDSCAPR AREAS AT 9(' AA AGAPANTHUS= AFRICANUS LILY-OF-THE-NILE 1 GAL ! 18" O.C. BLUE FLOWERS We ................. TYPICAL. •PETER PAN' • Y � DV DIETES VEGETA FORTNIGHT LILY S GAL ! 24. O.C. WHITE FLOWERS 104 24" BOX & LARGERIA 1G. 80IL Fffit'r�LIZI;G AND CONDITIONING sHArs BE IN 3�OORDAatCE WI:"H SECTION 212-1.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS OONSTRUCTION. • �- • : • JC JUNIPERUS CONPERTA. SHORE JUNIPER S GAL ! 5. O.C. .69' TYPE I ORGANIC SOIL AMENDWOM SHALL BE USED WITH THE RATIO OF 1 PART � ' i m5m D Iw/ & 0 OE ORGANIC VE TO 3 PARTS NATISOIL. ALL ARE TO BE Y lCom PRIOR.TO . •'• « « PW PITTOSPORUN DWARF PITTOSPORUM 1 GAL ! 3' O.C. 116 'WHEELER'S DWARF' t3�• • RP R&PHIOLEPIS INDICA INDIAH*ffHOitM 5 GAL ! . 3• O.C. PINK FLOWERS 465 ` *PINK CLOUD' Znm L0r*Epma 5TAKE wont) p K��'IN MTE 5TAIN. 15 10'WNG 5GGUKE W/ 6041v-. W00p %5G W5• XC XYLOSMA ' ACT • 1 COMP A XYLOSMA 5 GAL ! 3 O.0 347 G N�I••I TI ES ® 2 L.00^TIor4 5 WATEf t "N FINISH MeAMti _o �ACK LL - 5EE GQVE.gAL INCA ES N rjooTl .l. VINE LEGEND Z x DLA.METEK of 9WT5 u. G�-IOW TAMZT5-IZ TD 15 TP�LET3�5 GAL.. TKEE B7omm ION CEO= am sty B' ig= QUANTITY 15 GALLON TREE 113 OC t � vimar Tmmw s GAL tavalm s1 0 L� v � d v OUNDCOVER LEGENDQUANTITY . RENOVATED TURF HYDROSEED - UW '" " ' ` SEE LANDSCAPE SPECIFICATIONS klo`f7P;k ••. • •• . HYDROSEEDED TURF - 291.9694 S.F. SEE LANDSCAPE SPECIFICATIONS 15,307 S.F. GAZANIA 'SUNBURST YELLOW' FROM FLATS @ 6" O.C. 139361 S.F. XPte` -9L H ix 4 � 4 • - -T��� TN� .�►�Er�- SHRUB PLANTING C R E V I S 1 0 N S MRC"Uuowv APNKM aw GROmPOWER APPLICATION CHART M"��R col" a DRAW TIUPM 1 GALLON. 2 — 3 TABLETS Fy"L O*aK 5 GALLON 6 - 9 TABLETS it%v ^s OON" 15 GALLON 12 - 1 S TABLETS 7MM PLANS WERE PREMAED er. Ka pfrAn� FOR EACH 1/2 CALIPER MEASURED 14" ABOVE SOIL LEVEL, 11 RJM wnK cat USE 3 — 4 TABLETS. D=GN GROUP,INC. aft-A+ R.w.�.i.uw�r�s.�•w.s INSTALL PER NANUFACTURER'S RECOMMENDATIONS. E d+tc+�to ucEWA Numoot pu. -4 CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION CUCAMONGA ELEMENTARY SCHOOL 11 T i PLANTING DETAILS, NOTES & SPECIE iCAT;ONS � T 2x WloTt-t Or 5=Tg:e r, PpRovjR DA- IE QTY INEER PPROVE DATV n APPF VINE PLANTING D AP ,rte -lo -'° SHEET OF%q