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Home My WebLink AboutLewis Park (La Mission) i „y) DEVELOPER/OWNER A , C1 [ ITECTURIIAL PLANS LANDSCA ,DE R t . r% rm%A VISTA TEmrs SOUTHERN CALIFORNIA PROJECT MANAGER * GARY LUQUE LANDSCAPE �M� AINTENANCE DISTRICT 1156 N. MOUNTAIN AVEJP.O.BOX 670 NO . 4 UPLAND, CA. 61785 (M)W5-*71 VICINITY MAP GENERAL NOTES SHEET. INDEX These rates shat be used in ca4wx tion with the plans and any discrepancies shall be brought to time attermtlon of the Landscape Architect and City DESCRIPTION DESCMPTION Engineer. X TITLE SHEET D 6 TOT LOT EQUIPUENT An Encroachment Permit shall be obtained from the City Engineer prior to oomrnsncing any work. G 1 PRECISE GRADING 11 IRRIGATION PLAN PROJECT SITE Al work shall be perfonred aocordkg to current city Standards and the standard specdicatiaa for Public Works Construction G 2 PRECISE GRADING 12 IRRIGATION PLAN G 3 PRECISE GRADING 13 IRRIGA TION PLAN This work shall be kvdalled by a licensed contractor who shat carry workman's compensation, public Ilablity, and property damage hsurance as p BASE LINE ROAD required by law. G 4 PRECISE GRADING 14 IRRIGATION DETAILS Check for existing utility locations, prig to excavation ofwork. Notify Dig Mart at 1-9oa422�133. A permit to excavate maybe required. Exercise G 5 HORIZONTAL CONTROL PLAN 15 IRRIGATION DETAILS caution In exavatlon and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused by his operations G g HORIZONTAL CONTROL PLAN / g IRRIGATION NOTES AND LEGENDS FOOTHILL BLVD. or ' G 7 HORIZONTAL CONTROL PLAN 17 IRRIGATION SPECS At the conclusion d rough grading, an agrormontic sols report shalt be tumistmed by the owner,b the City Imspeotor,armd al such i .. .. . .. G 8 SEWER &WATER LAYOUT P 1 TREE AND VINE PLANTING PLAN from this report shall supersede sols amendement recommendatkxts shown on the plans. GO EROSION CONTROL PLAN P2 SHRUB PLAN77NG PLAN Wal footings and reinforcing shall not be located within the right-of-way, unless detalled construction and structural calculations have been approved I Z by the city Engineer. M the top ofslopes a two foot wide fiat shelf shall run along the base of wars. A 1 IARCHITECTURAL PLANS P3 I TREE AND VINE PLANTING PLAN � Q w Upon completion of installation, an establishment period shat commence, and upon written veriflcation from the Inspector that establishment Is ARCHITECTURAL PLANS P4 I SHRUB PLAN77NG PLAN = Z = accornptished,an adequate maintenance period(typically 90 days) shall commence. Said maintenance shall oonctude only after verification of A 3 STRUCTURAL DETAILS p 5TREE AND VINE PLANTING PLAN leaf-out, fall color,flower color, overall plaM health,and with Council acceptance d the Improvements. Wintenance shall Include mowing, weeding, A 4 STRUCTURAL GEN. NOTES & TYPICAL DETAILS p g SHRUB PLANTING PLAN i t Q tion, pruning, raising tree root bats which settle below rade,fertilizing and a Iriga ing ing g ing ppy/ktg such sprays as are necessary for proper care and up-keep. SAN BERNARDINO FWY (10) Maintenance also includes all repairs,replacement,cleaning and adjusting necessary to keep the Irrigation system in good working order with proper C 1 CONSTRUCTION PLAN S1 SPECIFICATIONS coverage, required prior to final acceptance of the work by the City. Application of any chemicals shall be by State Iicrmaed personnel. Al pesticide applications;require P.C.A. recommendation. C 2 CONSTRUCTION PLAN E 1 BUILDING ELECTRICAL WORK x C 3 CONSTRUCTION PLAN E2 PANELS, FIX SCHED., SPECIFICATIONS ® Cal sense equipment shall be Ir stalled under the direction of Cal sense representative, phone number(714)458-0129 and approved by City Inspector. D 1 DETAIL SHEET E3 LIGHTING PLAN N.T.S. D 2 DETAIL SHEET E4 LIGHTING DETAILS j One controller chart shall be provided for each controller. Controller chart shall be the maxknmm size the controller door will allow and shall show the area covered by the automatic controller. The chart Is to be a reduced drawing of the actural as-bulk system However, in the event the D 3 DETAIL SHEET E5 LIGHTING DETAILS oontroler sequence Is not legible when the drawing Is reduced, It shall be enlarged to a size that will be readable when reduced. The chart shag be a blaoUne print, and a different color shall be used to show the area of coverage of each station. When completed and approved by the Pubic D 4 DETAIL SHEET E6 LIGHTING DETAILS �( Works Inspector, the chart shall be hermetically sealed between two pieces of plastic, each peice being a minimum of 20 mils.thick The chart sial D 5 DETAILED BLOW-UPS be mounted using Velcro or approved equal type of tape. These charts must be � E c«mpieted and �place prior to final acceptance d work by t�City MAINTENANCE NTE NA N . �. C RESPONSIBILITY S I B I LI TY MAP Concrete mowstrips shall be provided between all shru&ground cover areas and tort areas, as shown on plans. Wwat ps shall also be provided cbeneath metal fencing and where city maintained areas are adjaoent to privately maintained areas as shown on plans. CONSULTANTS 80tiHM � P"`FIC RA1ROAD Approval�final Psid�ewn�lay�s�shall field and ad)`�sted as necessary to meet tlekt c°ndltlons as appr°'red by the Public Works LANDSCAPE ARCHITECTS: CML ENGINEER: SITE ELECTRICAL ENGINEER: nspector wooled prior LAND CONCERN LTD. MADOLE & ASSOC. LDB INC- Equestrian fences shall be located per the following c rkeria: > > ROAD 1750 E. DEERE AVE. 10601 CHURCH ST., S-107 3151 AIRWAY AVE., STE. F108 j Fence shat end 10 back from tine B.C.R.or per of-TraNk-Seetlon. SANTA ANA, CA. 92705 RANCHO CUCAMONGA, CA. 91730 COSTA MESA, CA. 92626 A �� p►�"`"'"� Fence sinal end 7 b either side a any fire hydrant a utlMly enclosures. (714) 250-4822 (909) 948-1311 (714) 432-1327 j -,►�A-�� CONTACT.- MIKE SWEENEY CONTACT: JIM LANGE CONTACT: BAO LE ' Fence shat end 1'to either We of any street light or utiity pole. IRRIGATION: STRUCTURAL ENGINEER: BUILDING ELECTRICAL ENGINEER: W Fence on street aide shall end 5'to ether side of driveways with tranverse medium broom"nam on oaxxete surfoose within tral. D.D. PAGANO KEN OKAM OTO & ASSOC. DALE KA RJALA & ASSOC. Z Additional fence setbacks from intersections may be required by the Traffic Section. 4705 E. CHAPMAN AVE. 14081 YORBA ST. 3185-C AIRWAY AVENUE z ORANGE, CA. 92669 14081 , CA. 92680 COSTA MESA, CA 92626-4601 C Q ;► /► Street trees shall be Installed per the following criteria: 14 771-9200 - 1 B SITE NTS ) (714) 838-4960 (714) 751 185 S AM street trees are to be placed In accordance with City standards. CONTACT: DAVE PAGANO CONTACT: KEN OKAMOTO CONTACT: DALE KARJALA All street tress shall be staked and planted a000r&V b City Standards as proxlrity to hardscape dilates.LA -- - -- _-- _---� CHURCH STREET BacktlY rnbcWre of al street trees shall be per the reconmew datiom d an agronomic soils report furnished to the City Inspector. LOCATION MAP Q� --- - ------------- — --- - -- – -- ------- K E Y MAP No street tree shall beplaMed where time venter d the trunk b closer Inman three (9') e fe1a the face d curb, uNaamen? ess wise mored. .. .... ........ CL( N.T.S. '� MI street trees are subject to inspection and acceptance by the City Engineer. v V," --- --- - - - t� LANDSCAPEQUANTITIESSc � TOTAL ACRES IN R.O.W. 45 AC;RFS - --- --- -- - — - - - -- TOTAL SQ. FT. MAINTAINED AREAS 296,433 SQ_ FT. hn ,e�✓isE �rA1,V1N 1s SHADE O s O TOTAL TREES STRUCTURE TOT �� 267 f IZ V GIOM , PEiR Gny C0MMENTS/ !' ., + �'r.. % Lor TOTAL 48 BOX TREES 0 �" - ' - -- --- --- TOTAL 36" BOX TREES 11 DESCRIPTION OF REVISION �DAT_E'CITY APPROVAL TOTAL 24" BOX TREES 65 ---__._-- _ U THESE PLANS WERE PREPARED BY FOR PRIVATEuen` INITIAL- iDATE sA� SHADE PpcNpc TOTAL 15 GAL. TREES DRAWN LAND CONCERN, LTD. --- - -. - - VOLLEYBALL n50 Easy DeeraQ avenue -_ STRUCTURES AREA — FITNESS COURT COURT TOTAL EXISTING TREES Santa Ana, CA 9205 CHECKED (714)250-4822 Fax(71 a) 752-2489 _ r- -- DATE jo-27-?S DESIGN w TOTAL SHRUBS 5 924 LICENSE NUMBERS FILE _- RECOMMENDED,• -� • z TOTAL 15 GAL. SHRUBS 4 CITY OF RANCHO CUCAMONGA W! TOTAL 5 GAL. SHRUBS 325 COMMUNITY DEVELOPMENT DEPARTMENT PRQIECT NAME TERRA VISTA BASKETBALL d TOTAL 1 GAL. SHRUBS 523 r COURTS LA MISSION PARK W' TOTAL VINES (5 GAL.) 12 � � s � SHEET TITLE , - w q �� COVER SHEET �,_ --� :`�. �--tis. � ---- -------- --------- -------- - _ ---- ---—- ------ -- TOTAL TURF SQ. FT. ! � � < � ,. 181 ,927 SQ_ FT. ,, �C.NO. 1293 � s RCE 24953 N.T.S. TOTAL SQ. FT. ROOTED CUTTINGS 20.510 S F. ��t 1 i - " r' A DATE CpAAAAUNITY DOPdAPlT DIRECTOR PATE s CITY ENGINEER CHURCH STREET TOTAL SQ. FT. SHRUB AREA ON SLOPES 83,996 S FT. �� APPROVED f' / » _ _-_ WITH NO GROUNDCOVER � � DATE — _- .�OMIOFFtCIAL SHEET _X OF 43 ( ) QQ- SU OMI �� C� 1� APPROVED TOTAL SQ. FT. OF MULCH 10,000 SQ. FT. DATE - CITY PLANNER mAyr,NGNO. 1S77 PROJECT SHEET NO. 1 OF 43 r` GRADING PLAN GENERAL NOTES BENCH MARK 1 . ALL WORK SHOWN HEREON SHALL BE DONE 1N ACCORDANCE WITH THE CITY CONSTRUCTION NOTES & QUANTITY ESTIMATE BENCH MARK NO. 96-BAT THE NWC OF HAVEN AVE. L OF RANCHO STANDARDS AND SPECIFICATIONS. AND CHAPTER 70 TR 16001 LA MISSION PARK 19TH ST. , 44 FT. W. C.L. HAVEN OF THE UNIFORMFORM BUIL BUILDING CODE. LATEST EDITION. AVE. 6 83 FT. N. C.L. 19TH ST. 2. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION AND O -CONST. 3" A.C. OVER 4" A.B. licla2 s•P. � SET DRIVE PIN W/C.S. TAG IN • DEBRIS. INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS. TOP AT THE E. END OF A HEAD- -24" C.M.P. RUBBLE, TREES, AND ROOT SYSTEMS SHALL BE REMOVED FROM THE O CONST. 6" CURB ONLY (A1-6) PER CITY STD. DWG. NO. 104. 641 G•P• � 1 7' M/N• WALL FOR 3 ELEV. 1430.686 FT. SITE TO THE SATISFACTION OF THE SOILS ENGINEER. 1 O3 3. AFTER REMOVAL OF DEBRIS. ANY EXISTING FILL OR DISTURBED CONST. 6" CURB & GUTTER (A2-6) (W=18") PER CITY STD. NO. 104. /05 L•/� i / NATURAL SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF THE © ON SOILS ENGINEER. 000 doem. 4. THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER O CONST. SIDEWALK PER Cl TVr.V GJ . 97.-0 t*% AND ANY ADDITIONAL OVER-EXCAVATION SHALL THEN BE MADE IN ACCORD- J ANCE WITH THE SOILS ENGINEER' S RECOMMENDATIONS AND AS CONTAINED ; 6O CONST. 18" HIGH SEAT WALL PER DETAIL M SHT. D-2 OF 39. IN THE SOILS REPORT. 1 5. THE EXPOSED SOILS SHALL THEN BE SCARIFIED TO A MINIMUM DEPTH OF 7O CONST. RETAINING WALL PER CITY STD. NO. 604.[TYPL- A) 362 61-P, A 6 INCHES, BROUGHT TO PROPER MOISTURE CONTENT, AND COMPACTED TO O INS•AL,L,WATER FOUNTAIN PER o AT LEAST 90% OF THE MAXIMUM DENSITY AS DETERMINED BY U.B.C. STANDARD 70- 1 OR EQUIVALENT COMPACTION SHALL BE OBTAINED BY 1�! METHODS SPECIFIED BY THE SOILS ENGINEER. 9O CONST. CATCH BASIN PER CITY STD. DWG. NO. 300. (W 3.5' V - 41 ) 2 N5`•4• .�i , 6. IF ANY UNFORSEEN SUB-SURFACE STRUCTURES ARE ENCOUNTERED DURING 10 CONST. MANHOLE NO. 1 PER CITY STD. DWG. NO. 318 4 . / F • '4, ' CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION - - OF THE SOILS ENGINEER BEFORE PROCEEDING FURTHER. 11 CONST. P.C.C. COLLAR PER CITY STD. DWG. NO. 329 . G AiA ?•� ,,b 7. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SA AS NOT •/' TO CAUSE ANY MUD. SILT, OR DEBRIS TO BE DEPOSITED ONTO PUBLIC f 12 CONST. EXERCISE STATION PER DETAIL ON SHT. P-D5. OR ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD 3/•84 7rr OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST 13 CONST. 4" THICK CONC. PICNIC MODULE PER DETAIL ON SHT. L-D1. SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGH- OUT THE GRADING AND BUILDING CONSTRUCTION OPERATIONS. 14 CONST. TRASH ENCLOSURE PER DETAIL ON SHT. H-D1 & B-D2. 8. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION, THE CONTRACTOR Li 15 CONST. DECORATIVE TUBULAR STEEL FENCE W/GATES PER LANDSCAPE SHALL FURNISH THE CITY WITH CERTIFICATIONS FROM THE CIVIL ENGINEER AND SOILS ENGINEER THAT BUILDING PAD SUBGRADES ARE WITHIN 0. 10 FOOT ARCHITECTS PLAN. OF THE APPROVED PLANS AND THAT THE PROPER COMPACTION AND PREPARATION HAS BEEN OBTAINED. 16 CONST. J.S. NO. 4 CASE 1 PER CITY STD. DWG. NO. 333. - s 9. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND •• :. .-t • :-. •-• .• •. NOTIFYING GRADING INSPECTOR 24 HOURS PRIOR TO THE START OF WORK. 17 INSTALL 24" DROP INLET - JENSEN PRECAST MODEL 2424 PER DETAIL ON -• :.�:R . SHT. G4. GROUT PIPIE /N PUCE. 81 art . 10. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE ENGINEERS OF WORK IN ACCORDANCE WITH SECTION 7014 OF THE 18 INSTALL 18" R.C.P. - D-1250. /�//3 L•F. ;, %, • •� ! ' UNIFORM BUILDING CODE. - / 19 INSTALL IA" P.V.C. PIPE SDR-35 0 11 . THE SOILS ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND REPORT O ( ) • L•F. Li g• ihAl PROPER COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS AND AGENCIES CONCERNING UTILITY LINE BACKFILL INCLUDING. BUT NOT 20 REMOVE EXISTING ROCK RIP-RAP. LUMP Slew/ LIMITED 10 SEWERS. WATER LINES. ELECTRICAL, GAS. AND LANDSCAPE SECTION J - J IRRIGATION LINES. 21 CONST. VOLLEYBALL COURT PER DETAIL N & 0 ON SHT. D-1. HORIZ. 1"= 2' 12. CERTIFICATES OF FINAL LOT GRADING ARE TO BE SUBMITTED TO THE �/ 22 INSTALL 4" PERFORATED PIPE PER DETAIL J ON SHT. D3.. /t7 L.P. VERT . 1" = 2' BUILDING AND SAFETY DIVISION PRIOR TO FINAL BUILDING INSPECTION. 13. AN AS-GRADED GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH SAID GRADING PLAN IS TO BE SUBMITTED 1.0 THE BUILDING AND SAFETY 24 DIVISION PRIOR 10 RELEASE OF GRADING BOND AND PRIOR TO FINAL CONST. 8" THICK CONCRETE TURN AROUND PER 6HeesT C-2 . GRADING INSPECTION. i 25 CONST. BASKETBALL COURT PER DETAIL E SHEET D-5. 14. ALL SLOPES EXCEEDING 5' IN VERTICAL HEIGHT AND EXCEEDING 5: 1 W ^n SLOPE ARE TO BE PLANTED WITH APPROVED PLANT MATERIAL AND L.F. N PROVIDED WITH APPROVED WATERING SYSTEM. O INSTALL 2" P.V.C. WATERLINE. 140 s T'It• NO. 160 01 LA MISSION PARK 15. ALL WALLS OVER 36" IN FINISHED HEIGHT• REQUIRE SEPARATE PERMITS 27 INSTALL 3/4" P.V.C. WATERLINE. 4 L /` AND INSPECTION. 16. ALL WORK W l T H I N 1►;E PUBLIC RIGHT-OF-WAY REQU1RE SEPARATE PERMITS O INSTALL 6"P.V.C. SEWER LINE. /22 L•P . QC AND INSPECTION, ISSUED BY THE ENGINEERING DIVISION.�z O CO,u6 T. CA'X' /a ccAiC- CU/CB PES Z>.-7A/L DIV SHT• C 3 17. NO ADJUSTMEN' OF ELEVATION SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE BUILDING OFFICIAL AND 1 HE CIV 1 L ENG I NEER OF � O COAJZT: COQ-IC. MOW C1/ICB FM PETAlL C Got/ 6H'r 0-/ p Q !8. ALL P.C.C. DEVICES WITH FLOWL I NE GRADES OF LESS THAN 0.5% WILL TEMP. CgAIAl -r-AcT /37/7 1 > Na BE WATER TESTED PRIOR TO FINAL FINISH. L/A/K =AAA--e �F%e 7aCp,WoA/CG�VT)WL>w •� r � v) ® IN4TALC t4eWeC eWCKi 14j,_6 ✓.4G1/G /J<,� / �p b" I 5r►��T �y v lV - i 9. THE UNDERSIGNED CIVIL ENC 1 NEEP WILL BE RESPONSIBLE FOR G.G/.!Q l4w P^o. Alv. ?./.• _ PROFESSIONAL INSPECTIONS IN ACCORDANCE WITH SECIION 7014 OF a THE UNIFORM BUILDING CODE. SCr Axc.•f/T.-CTs FLAN /t K QUAA1T/T/e S P.C.E. +► 44a22 r-s/rEJew LOCATION MAP TPC.No. 16001 ol M159510N t'APk ��► (Aijru/cc 3'141N. G' 3M/N. SECTION H-H ?. - T�N1P. �h/N LINK 17f�c[ /vo suc,e (,p'tJ� 7>�CT /3717 - Gros/dv G�t1Ti�oL/•rAcl) OJN DIET S 9 ( sem, 2 vLIP • , • •. T ��. + ;• ,8D 3� 2~ `' G A.c•P�vFMEJJT. SECTION D-D SECTION F-F o al N V/SE R6rA/N/NO WALLS .440 X � l ENGINEER ' S NOTICE TO CONTRACTOR c�C�vt�� Ot Alo /�� XCV151010 PER G/TY C0MME/Vl'5 AN0 �}•OA• �, A"Ar1�a Ed ,.; `,,, r'ci^Kc� �5 6NO#rN Od rN/s�M/r�'cWaM5.6t,64� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U"I L I 1 I ES OR SI RUCI URES r DESCRIPTION OF REVISION DATE CITY APPROVAL SHOWN ON THESE PLANS ARF OBTAINED BY A SEARCH OF AVAILABLE RECORDS. Q �:,• ,.� s. FOR PRIVATE USE TO ��v�G-� s'r�"�I �►c. j �+ r.• THESE PLANS WERE PREPARED BY: TO THE BEST OF OUR KNOWI_EJGE. THFRE ARE NO EXISTING U7 ILII IES EXCEPT _ , � E�,• 1.�_�I •� �� INITIAL DATE =DE ••V•• GLT'I-I'ER D T L �� OF 1D9KA ' 1Dcu'wrawku� DRAWN T•HOSF SHOWN ON THFSE PIANS. THF CONTRACTOR IS REQUIRED �O TAKE ALL s�E'. ON�f.td0 �f� OCC TR. NO. 16001 L�► MISSION PARK n �mtw►a►.a„ PRECAUTIONARY MEASURES 10 PROTECT THF U' IL I T IES SHOWN AND ANY OTHER. SwJ. Ofl4�a/ J, 1�'1� /��?� a�rae+o�+es� HOWmmo w CHECKED LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. AND IS RESPONSIBLE FOR N• &Itp6/oN Gb►t/r rury ,/�% Mx fmo THE PROTECTION OF. AND ANY DAMAGE TO THESE LINES AND STRUCTURES. °A'-_% aa�M DATE 3-24- DESIGN 2 LICENSE NUMBER 44 8 2 FILE l2G - 836 RECOMMENDS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 44 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF t� * 3 TIOMI• CHAWM-P- 7XACr /37/7 OWNER : e"«""' CITY OF RANCHO CUCAMONGA CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS Ea N IJA�K f ['E( 0W0,�U CaUTFDL P'Y.ftAI� AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ii*weT G 9 LEWIS DEVELOPMENT CO. COMMUNITY DEVELOPMENT DEPARTMENT AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE ft,-/ M 6 J 1 156 NORTH MOUNTAIN AVENUE PROJECT NAME TERRA VISTA CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ` ��• F POFESS/p P .O. BOX 670 LA MISSION PARK THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR K_ Q a' ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS �- t�0 $ B. �' UPLAND. CA. 91786 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE ' 4,Q q�.•�y PHONE [ 909 ) 985-0971 SHEET TITLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. I co Q �cl 2 � • PRECISE GRADING PLAN CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS. - °CI N0. `+43� 7D ' SOILS ENGINEER : AND SHALL REPORT ALL D I WOREPANC I ES TO THE ENGINEER PRIOR SECTION E-E * EXP.2-11-18 * a CE 24953 TO THE COMMENCEMENT � WORK. ' C/V 1 ��P RICHARD MILLS b ASSOCIATES DATE Cp�uNMY D �cPMENT ;RECTO DATE CRY ENGINEER SECTION G-G rF OF Cp`\�OQ� R�NCHO852 ECUC�nONGARTCA. 91730 APPROVED PHONE: ( 909 ) 989- 1751 DATE - .� � IAL SHEET/ OF ¢3 APPROVE �• 9 DATE Z I CITY PLANNER DRAINING No. 157? •P• GRADING TITLE SHEET - PROJECT SHEET NO. 2 OF 43 DWG. 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Ol 1222 /5 _ rf .% b, \ /00/� 3'1 — — — _ fl-��`, � 8,4 QPaFEs oNq IZ Z4 _ •� �� oo•oe• te4.29 �� r �1 �1 G. `1�b P �5f4T s RET m G PII^s • • - � G' •' • 6' � • .. �` (� °J (s , _. � . `- � �_ oN EXP. ' � � * � i1 Al. A �/ ru�ac.cs .sco 01 q CIV 1�- �'�`� REV/5/�PSR c/rY C.6mArEivrs ANO rF OF CAI.�F�� /taA• coMPG/�+NGE• DESCRIPTION OF REVISION DATE C.: a APPROVAL ----1'KDf060D 5/OEWi1LK M AV FOR PF FATE USE L THESE PLANS WERE PREPARED BY: INITIAL DATE CONST. CATCH BASIN PER CITY STD. DWG. MIO. 300. (W - 3.5' V = 41) ��AUOCLM� ��w CONST. MANHOLE NO. 1 PER CITY STD. DWG. NO. 318. DRAWN msom ��BrIftCryk M �ww�a cw♦aa� CHECKED wawE twM w•,m y 0, 2' CONST. P.C.C. COLLAR PER CITY STD. DWG. NO. 329. ,t♦ - - � P DATE -t,(r- _ _ _----- (�2 CONST. EXERCISE STATION PER DETAIL ON SHT. P-D5. DESIGN CONST. 4" THICK COMIC. PICNIC MODULE PER DETAIL ON SHT. L-Dl. LICENSE NUMBER ¢g 2 FILE /2G-838 RECOMMENDE ® CONST. TRASH ENCLOSURE PER DETAIL ON SHT. H-D1 i B-D2. CITY OF RANCHO CUCAMONGA Ni CONST. DECORATIVE TUBULAR STEEL FENCE W/GATES PER LANDSCAPE COMMUNITY DEVELOPMENT DEPARTMENT • � � CONSTRUCTION NOTES >`" ARCHITECTS PLAMI• PROJECT NAME TERRA VISTA f,,;,k. ® CONST. J.S. No. 4 GSE 1 PER CITY STD. DWG. No. 333. LA MISSION PARK 1 Ol CONST. 3m A.C. OVER 4" A.B. ;-,77 ` ©7 INSTALL 24" DROP INLET - JENSEN PRECAST MODEL 2424 PER DETAIL 011 SHEET TITLE O2 CONST. 6" CURB ONLY (Al-6) PER CITY STD. DWG. No. 104. SHT. G4 . PRECISE GRADING PLAN :Y. Ery.. �3-1.1..0 �3 CONST. 6" CURB i GUTTER (A2-6) (W-18") PER CITY STD. NO. 104. ® INSTALL 18" R.C.P. - D-1250. , /VOTE 4 •� Q�9 INSTALL 1><�� P.V.C. PIPE (SDR-35) . C; RCE 24953 V IL AL•L E.X/ST114G )K2G K2G�g) OTHER Tz4F"itc O5 CONST. SIDEWALK PER SHG'GT G/ rlAw -C,5 �0 REMOVE EXISTING ROCK RIP-RAP. 5/G4lS d/ f�U"1 AVaAJU' ! I Co•/ijK,::H 671CF.,G'T M 5,=- ® DATE C9A (UNITY D NT D�AECTO DATE �'/� CITY ENGINEER PJCGTCTP-D /�c/ P[.4 DIC JCEIDGTEO AT THS © CONST. 18" HIGH SEAT WALL PER DETAIL M SHT. D-2 OF 39. �I6'N / INSTALL 4" PERFORATED PIPE PER DETAIL J ON SHT. D3. APPROVE " OF 43 O/ICE+,GTIGi=t/ OF TSE G/Ty 77�Y'IG k�J�cl�'IC 70 CONST. RETAINING MALL PER CITY STD. NO. 604.0 TY� A � DATE . BUT G o.6-4 SWEET SHEET 6 - ® INSTALL WATER FOUNTAIN PER *MrO 3 Cl D f 80 T BASKETBALLMo w C COURT PER rGK �EDETAI c E oAj 5M SHEET C,° /5. DATEOVEA) � T -JWNER 7RAWING NO.�7 9 •P•20•c "DING a"sE sHT2 - A - PROJECT SHEET NO. 3 OF 43 DWG. DATE! SEE SHEET G4 ''> f Z,/170.00_ AWC-r L&VC ` • 'i I 1205.78 (, Y• IL zz - � N � m 237=tO sr�u�. 1' ao t1 I �0 ti • I ` V 2010 s* m N x 1oS7,o 50 N \ ,',•'moi �\ ^' �••••� ac�. `r. GICGTZ CAP i J ` ��, r( •"•1 N N a 0 /P3o•4.4 T.w • i f Itf es --bo/.lD �1 QtOr� lop 0 / M = n � 41, lA Sass to T Q' Itt7.77r.F / �� a ••W�•• �� I y / `fy q t 8F�/D a(.�` e r -- DAMS 13 Gas 11 I ,'�� •s I Oa�1 �b 2 A� ••` 3° = `� d" V ° = �" SECTION 2 2 NTS lop 1.0 IN es eggs ///// / Lp ' G 123 O — — 1230 w of OWL Ora 12Zd•02 7W 127.6. Ot 7W x/.35 .351ri/ T/ti ////////// //////////////////////////////// 1 N /tlf•4d)1V rr/ law-Of m X6w;, Im s TF //////////////////////////!. I = 1225 — K24167 64" 7WX) — 1225 rFLu / O° • / / //rr// /////////////// r//r///////////////////// I "' ►� 0- rr /r/////// /////////// 2g //////// I 43�' 1 � � � o;• I �� // r/////// / //////////r////!// :'G ��\ ' pb p�' \ 1 ✓r / /// rr/////� //////// /////////////////////// G Gp7 3d ~ 1220 — — 1220 6j O y 8a �jy, Lst Q R ET A I N LN G WALL "A" (� I ! � � � N �/r/ / r/r// ,�y rrr////// rr//// ////// �rQ/7T'1 � � • SCALE 1" = 10' HOR¢. IN ti rrr/ r/////// //////// rr//// /// // C) �r ? ✓`1, ' l 1" - 4' VERT. — 1235 r� w�h IQ5 rT�" n 9� 1232 G5 TW 1933 231.98 7W r/ir// rrr,, 1 - / .te r ( .� ` 1 •CN1Z 1237 ��3` 1229.97 77C 1230 0 .', RETAINING WALL " C" w SCALE V* = 20' HORIZ. b 1" 4 ' VERT. SEE SHEET G2 CONSTRUCTION NOTES 60 O-� —71.80' 5O CONST. S 11)RWA.LK PER BHG�T G/ rAW& G3 . ry0 0 0 21 a.ocks ,�'93' A&rAININS WA" AA10 sc.a-5s O6 CONST. 18" HIGH SEAT WALL PER DETAIL 14 SHT. D-2 OF 39. �ry ��' ,� O� �. N• �4Q`� 0.�\►.� �" :� / KEV1d1WJ3 PER C17Y GDMMEMT6 A410 ' 12 CONST. EXERCISE STATION PER DETAIL ON SHT. P-D5. _ ',��w • . \;\!' A.n.A 1A C6 O cr_ '° DESCRIPTION OF REVISION DATE CITY APPROVAL 13 CONST. 4" THICK CONC. PICNIC MODULE PER DETAIL ON S L-D1.i �'jy�. ,b'�i� ?33 ( ♦c f� ��7*) -1235 THESE PLANS WERE PREPARED BY: FOR PFiIVATEUSE .� CJV1� ,�, INITIAL DATE 15 CONST. DECORATIVE TUBULAR STEEL FENCE W/GATES PER DSCAPE I _ r�� `� �E� w' +p swbCA"m DRAWN J f { OF n E rLMID EMPRE w�oNe poM w►u�� ARCHITECTS PLAN. (-1232 , 7�✓ � ooMwra AM LAM nw� SAX on"w•w CHECKED 18 INSTALL 18" R.C.P. - D-1250. 1231.94 T>' 1 1431.84 TT` _ i 40 ,J DATE 3,8&-44 DESIGN 20 REMOVE EXISTING ROCK RIP-RAP. LICENSE NUMBER 4 22 FILE 126 -930 RECOMMENDS 1009.67 7W _ , 9.67 CITY OF RANCHO CUCAMONGA 24 CONST. 8" THICK CONCRETE TURN AROUND PER ENACT C-2 . _ _ 2zq, 00 TW —1230 COMMUNITY DEVELOPMENT DEPARTMENT TERRA VISTA OW CCOA19T. �.OoVe. MOW CjAS 1"LIG DCTAIL C OAA �,T' 0-1. .Ou O QQF B S/p�,�` PROJECT NAME LA MISSION PARK �Z6.32 Tr` i�vv �i� SHEET TITLE -- PRECISE GRADING PLAN f I� > '?t' No. 44822 'D 90 , M04&S 111 70 ' EXP. �" P � \ (� RCE 24953 DATE C MIMUNITY ENT igECTO qTE dv CITY ENGINEER lF OF CAL\F APPROVE ' SHEET 6:3 OF 4 RETAINING WALL " B " DATE r BUILDING O ICTAL SCALE - = 14 / VERT, DATEO ' � .• `;� '� CIN PLANNER DRAWING NO.�79 .P.20' "°I"° BASE sFiT 3 - PROJECT SHEET NO. 4 OF 42_S DWG. DATE yJ WP tN- Q33•Gs T•w \ to 77 BCALE>t t• 800 't•a s --�3 �s Q Q4��•G. (� V i r- � I n. v 4 3 'ela WALA 2i I !t�LDCK MODEL 2424H e,� I ` GRATE,121 LBS. a^R BOX DETAIL v MODEL NO. A B 'WEIGHT 2424HDI-36 36" 45" 1900 LBS. CW-"D AL.7MUZ47Z 2424HDI 48 48" 5r 2500 LRS. FNR9 •wE1QW K WMA FWAS a oFATE S••LOOSE FRAME i ► PAVING NOTCH(STD) DESIGN LOAD: IN H-20 TRAFFIC, 24" 24" • UP TO 12'DEPTH ,,• /3'7/7 SECTION 3 — 3 - \��y• wT, l � NTS \ ' . N 1 j• �,� p R-144.50 0,.23 Qj . ' OVERALL I 35'34•� \rye (� �� 62.72 " ! •4 �3- ��. 18"X 31"THIN WALL INSIDE B OUTSIDE 16.40' 18" \�' !(� N �°�' ii L 0 •79 r•30 �`O �. 01 KNOCKOUTS. HEIGHT HEIGHT R-120.50 _ — �\ �3 `\ SLEDGE OUT A OF BOX �� •�� ' L-36.06 - \' A-/305 lye' AS REQUIRED. 1 t1. T- l �• 0 ', r R•175 09• �'� �. (TYP.4 PLACES) '�. _ . . ; -N.1 N . .+2.63 32 2 23 :. 1.37 1% tv 7 ! 6 N� l? 0 •. ! ?3 - L �. Ip. l5 ZZa ?,S 4.14'53" A-2.52'34" \� , 1 -193.50 -0—R-746.500 —x— �' 1 (4)-2 TON i SWIFT LIFT L-14.35 L-37.47 i 2 10" I .. - I/2 -C� �+-a • '•�w1�T�� 1988111516111044100m ftp. (TYP.) � ItSER7s 67 / ♦♦♦♦ , D /2� ••••i��•* 32c Q7 i• /23 • / 3 f ♦♦ ` ,j••. , . r, 2 OPTIONAL E-4 , ' 2�,- ♦`♦ �2? `�� EXTENSION DETAIL C HEIGHTS C� y I - �— �'�� ,-,^ `�• a.- !p„S/. MODEL NO. C WEIGHT /� 2424-R6 300 LBS. W ♦ / 2424-R12 12" 600 LBS. N / or" 2 �• / i LAI o - G 4t 391C,,� '2� ti�h DROP INLET DETAIL /T z. ' NTS CONSTRUCTION NOTES e- O� / 13 0 0J COM ST. GoNC. MOW CuI�B PEI Dr T/RIL GdV SHT. D-l. a V �2 I = c �S •\ ♦• 3 r 8O INSTALL WATER FOUNTAIN PER lwe,-75 Cl KO4 I - .\ ♦♦ �. CONST. SIDEWALK PER .SHT. Cl TNAtJ C3 . � I �c •�s\ - 5 - � ��L3� 6O CONST. 18" HIGH SEAT WALL PER DETAIL M SHT. D-2 OF 39. N r+ Q I O �' S y ' 5 2•�, ^ 12 CONST. EXERCISE STATION PER DETAIL ON SHT. P-D5. CONST. 4" THICK CONC. PICNIC MODULE PER DETAIL ON SAT. L-D1. o v ` I o �'•.•• \ '•,�, I ��. •; - r. J CONST. DECORATIVE TUBULAR STEEL FENCE W/GATES PER LANDSCAPE cau ': \ ` ` •. m ARCHITECTS PLAN. 16 41Q \ •. . INSTALL 24 DROP INLET JENSEN PRECAST MODEL 2424 PER DETAIL ON V �� $ = \ '• N SHT. G4 . S (� a �•` - I \ I = ^�n 18 INSTALL 18" R.C.P. - D-1250. p U ? J \ •••. .••• 1 m � � �elf S: g - I •�. ••• Ste V 1Z Q 19 INSTALL It" P.V.C. PIPE (SDR-35) . q ` •` dtlT_ 03. 1O i 1 © ® /IV57'/14L 4J- P1cRR7i ATGD nrC PE''!C r- -7AI[- J kkO W ` ti L6'O �J) C�dJ57• G"x/6,0 coAjc • wrC8 PC°.,C pETvzL Qv SHT. I g - gy - � t 2 Q 1p � - \3 N - N N I • Iy p N N N N N N� lea 9,��f 1 . �2F G I •• , I 12 =. , .0040, 32 X33 123 lta� I = N 44 � a 33' � • � •'• oQ 3 • 1 z `� / ^. / ♦♦ Q' %tussle ♦ I� I ', ` / �� / '•`♦♦ � v :.?'!� �z3 o M � Q / 1 � R,EV1sE /ti7it/N/N6 WALLS SL.aPES � ' N• /sb . I •1� N N op N / Q�QFES51p RE✓wolv-4 PER G/TY GOMMENrs ANO F. �} I ,r fid' Q• / • 1 � N N N� lV -N v � qo a- �O ��.�„h, "Yl�, ,4.D./I. GOMPL/�iNGE. -� �9 .b� � � � , ,' DESCRIPTION OF REVISION DATE CITY APPROVAL Al : ' 1 = N 31 a ,ti },� ;.�;r; THESE PLANS WERE PREPARED BY: FOR PRIVATE USE ' • : l2 �.P O 2 o a Eiq►, ' .pl '�, rA001�AM A2iOC1A1B,MC S 8608.s�ru w INITIAL DATE • b : v : �y '�' 3(680 u�~ a *� //* aow�uuwa TK ara E+a �iy�c CHECKED AW EMPW N • N - Y. ,P C I V\� 4� N•M C E ED ♦ AM IANC/LAINIO I I • • • •' N • ,r � : � 11 • 2%• 1�3/•8 ? ,�- �, j DATE 3�ur• DESIGN • • /•!•!° �{' tv � � � � LICENSE NUMBER ¢ 22 FILE 106 - 83e RECOMMENDE •0.1 E E I l 3 30 '2 '� —� M' �'�-� CITY OF RANCHO CUCAMONGA 3 = COMMUNITY DEVELOPMENT DEPARTMENT �• ' Gg , 2 \ TERRA VISTA I I Cl amo O - l 2.j 8 1'S �7j1 4 �F E S S/a PROJECT NAt�AE rc� �1 e h�� LA MISSION PARK 1 "ice I Q • �`` I �y i 17 qo' PRECISE GRADING PLAN tJ /8 5 0. 112¢3 E E 1227.0 I►JJ % ,. SHEET TITLE = 1 0.0233 �/� 4 4 I I Exp. �� / RCE 24953 s C \ �; b' '1D 5 1 �� T" �•OJ. CJV 1 OQ'a DATE MUNITY D ENT IRECT0 DATE -� - CITY ENGINEER I \ 1�y4 05 ' �4 y' 2 F \F /2/0.50 J:6• : ` nl, Q I P .° OF CAL APPROVE ., SHEET 6� OF , 3 /?x•88 /"� �� / DATE o E;,�;..DING ICTAL APPROV D \ �/ /f70• JCih' G./NE \'' PLANNER DRAWINGNo.Lf 79 2�. Nv. SEE S H T G 3 � f DATE .- ��; �7d / *P•20'GRADING BASE SHT 4 - PROJECT SHEET NO. 6 OF —43 43 DWG. DATE: tiarc . 4 SEE SHEET G6 09.4%0A N 03.42'39"W \0.,s24.60 R■4a•46.4p _ r �2 BCALEt 1. �. c QO •G'J pl X1272 &C N da c'a L. 3y E b67o1 VorS �0 9'O��0 ® R■75.00 p.69.28,03• ¢'• 9 oro ' z d!• L■77.04 1.42 e4 �� .� 1 �iujN lv p7.le- k 1/N _ �� '� �!• X31. - R- 00 L.181 .70 � �Q9. �� R`66.00 p.38.19 \ L +2 39 . 'fd�{�11L'37.46 T-19-46 31 �Z PI• 00 p 260 16 N 25.25' 19"E �� RO' •� ` • rip,x''30" I AM 1 1.32'60" �� e 13.54 4-47- . ai 3 N 00•_22'36"W 65.37 R■90.00 / .60 ,J 47.40.46 ■l • a 42.87 12.60 L■19. 14 R050 00 b-44 T•,�,�%oo�O ��- ��. 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V.505 22 N . % / D E Sm44 .So 11 .55 NORTH N��b 3 y 5.(� �J �` yds T■15.63 t L■31 .97 0 o O N /oBJ>3 •Sv o ��, tiJ /j. , W E SDG3 • 9q N W � r x,00 21 6 � 4 N 0.00'00"W cub, F � Cb, 1 1 .�► 1 �+•" i 41 7.55 0 ® $ 11 .55 z F 12 J v N 50 � W NORTH Z + v k� •� Z 30 ►� NORTH M 14. v'A a� .ti0 .4 �' V 1 20.51 4747 •F o• �. u4;pJ /�5 Rhfl' �' N 50000'00"E ® �9 k1�6•� \ 11 .55 NORTH �• L 11 .55 M ��!• �% 14 c Q ,0O U F 0 4-1w��' •db l�[/0927•3/ 4 1N51or- �1tj ce a✓ S/3/•77 GY C E s/ao • ¢7 4 � V Avg i • ELM .. DATATA A DATA DATA ��e�,�'�.:L y ,� D �; ,, ��;� , REV/S/oNS PER GlTY GOMMEnlTS ANO 9 0 DELTA/BEARING RADIUS LEN./DIST. TANGENT DELTA/BEARING RADIUS LEN./DIST. TANGENT DELTA/BEARING RADIUS LEN./DIST. TANGENT DELTA/BEARING RADIUS LEN./DIST. TANGENT 'S '.r ' A 0.�4. GOMPG/�tNGE• DESCRIPTION OF REVISION DATE CITY APPROVAL Q 93006' 37" 8.00 13.00 8.451© 28035' 37" 20.00 9.98 5. 10 33 N 89. 37' 24"E 1 1 .00 49 83054' 43" 3.00 4 .39 2.70 4K THESE PLANS WERE PREPARED BY: FOR PRIVATE USE C N 46. 12' 17"E 3.48 i® 71 - 25- 07- 8.00 9.97 5.75 ©4 7010' 50" 48.00 6.02 3.01 50 N 60.00' 00"E 1 1 .55 `r',r» n ✓ / �2AWOL UMCWA0 ObSIM•soft wIlkloINIT DATE Q N 46- 12- 17-E 10.90 1 N 46- 12' 17-E 2.86 ®5 85. 16' 59" 12.00 17.85 11 .05 ®i N 50000100"W 11 .55 `* TN UA o 1� a"""0NO"`J' DRAWN N PM �m CHECKED G 52. 30' 37" 8.00 7.33 3.95 20 N 46- 12- 17"E 3.02 ® N 67. 21 ' 1 1 "E 16.50 s2 N 60- 00- 00"W 11 .89 /`i LAND""' O 1 Q by°09'55" 3.00 3.41 1 .9c" 21 93.06' 36" 8.00 13.00 8.45 37 N 4�•so' �/" . . " b.-(6.40 DATE '�-Z(.- DESIGN Q E /7. 4, 53' 76 1 1 26 3.00 3.99 2.35 LICENSE R ¢8 22 FILE 104-95,85 RECOMMENDE 180. 00' 00" 1 4.00 12.57 22 N 01 - 19- 09-W 1 1 .00 54' 43. 48' 34" 3.00 2.29 1 .21 CITY OF RANCHO CUCAMONGA Q 90000, 00" 3.00 4.71 3.00 Q ® N 88. 40' 51 "E 14.00 55 N 55. 18' 52"W 5.00 COMMUNITY DEVELOPMENT DEPARTMENT 0 N 34- 41 - 08"E 5.00 24 40 N 00. 16' 10"W 11 .00 ® /./ 76•0/ , /5" w 22. so ES3/OA, PROJECT NAME TERRA VISTA 0 69. 26' 27" 5.00 6.06 3.46 25 41 N 89. 43' 50"E 14.00 C N &7`57 ' ,$&"L- c.// ��O�S B. 41 ti LA MISSION PARK 10 180000, 00" 4.50 14- 14 25 N 34- 41 - 08-E 2.29 +2 N 86. 16' 04"E1 1 .00 /5�•so'q�" is•oo 4o so 70.,, �� y� sHEETTITLE HORIZONTAL CONTROL PLAN 11 90042' 33" 5.00 7.92 5.06 v 32.02' 47" 30.00 16.78 8.62 +3 N 03. 43' 56"W 14.00 N 43•q�'34��c �+ 12 Nco. 44822 1 . 37' 53" 409.00 t 1 .65 5.82 2e N 65. 13' 05"E 9.28 +4 90000, 00" 2.00 3. 14 2.00 ® N 67"45 43"E 16-00 l:XP - , / 13 0.15 105 " 435.00 1 .91 0.95 29 36. 17' 15" 30.00 19.00 9.83 ZL 45 N 89. 37' 24"E 2.00 N22°/4'27"W 2.00 Lp Cl111 ��P RCE 24953 1+ 89. 20' 56" 5.00 7.80 4.94 30 21 .00' 24" 48.00 17.60 6 .90 4s 63054' 42" 3.00 4.39 2.70 © /go'Gu'or�" 8,00 25•/3 lE' OF `Fps ' '" ` DATE t1NITY ENT IRECT DATE _ CITY ENGINEER CA\- APPROVE / 15 N 64-41 -05"E 13.03 1 1 . 14' 42" 48.00 9.42 4 .73 Q N 89. 37' 24"E 3.00DATE A:7 B , ,In►G SHEET 6� OF ¢3 16 111 - 08- 57" 3.00 5.82 4 .38 32, N 56- 12- 01 "E 2.00 48 N 00. 22' 36"W 2.00 APPROVED , DATE ITY PLANNER DRAWING NO. 7 9 .P. 20 seal' hertz. "K`ra>, - saheb - PROJECT SHEET NO. ro OF :4a .__ DWG. DATE 4 20 SEE SHEET G7 2 ryiZZ 2 21 VO �.;� 21 50^4.E:! 20 ' 3 r to sr0 � N• ^_J tA Ln M O r v O � O m Z � �- �/0 0O Z � 10 I $ c E"1 s t 13 N� 1 .. EI • t t6 Igm �il� 14 • N t 4 M � I N /tr52.8a 1 �' E 4753.62 d.��Ps J9 O N 709155'30' tea. d` .58 4>7 4S'G• • 1 ' , OI N io9o3 • sd b o - E 4-74 • 0 M� lNu U � " � le�aius pT. ��" h ~ A/ /415,6 8-36 g o E ¢77J. oa io o0 o0 W x m F)u, to 8 a 8 19 V D Z N •42'39"W L-4� 4 ?+� W �6 24.50 �'46•� 0 d. c� V, JD DATA DELTA/BEARING RADIUS LEN./DIST. TANGENT 0 25. 30' 00" 29 .00 12.91 6.56 0 5. 51 ' 51 " 112.00 11 .46 5.74 Q 18. 31 ' 23" 112 .00 36.21 18.26 0 2. 51 ' 14" 300 .00 14.94 7.47 Q 13. 34' 59" 300.00 71 . 12 35.73 Q 15. 06' 19" 110.00 29.00 14.58 Q N 65- 13- 05-E 9.28 Q N 09- 40- 12-W 15.00 0 N 72- 07- 56"W 50.50 10 79. 47' 58" 10.00 13.93 8.36 " N 07- 40- 02"E 6.48 SEE SHEET G5 2 N 15- 13- 14"W 14.67 t 3 N 17- 52- 04"E 2.33 t 4 N 77052' 04"E 8.66 i b N 42-07- 55"W 8.66 5 N 72-07- 56-W 1 1 .00 t N 17- 52- 04-E 8.66 108 N 17- 52- 04"E 1 . 16 DESCRIPTION OF REVISION DATE CITY APPROVAL ® N 800 �/9 48 E 4.00 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE ® 180°40'00" 8.00 25•/9 rMOItF AN°AtfOCWtd, &VOC CU w�a MW OWN& INITIAL DATE OF 1FIE MLANp BMr1E DRAWN I N 74 °46'46 "E 4.00 °°""" A. Rte.@'°�.�. CHECKED • 11,112 Y DATE 1- - L DESIGN LICENSE NUMBER 44 22 FILE /ZG- 83b �RECOMMENDEMfthl CITY OF RANCHO CUCAMONGA COMMUNITY DEVELOPMENT DEPARTMENT - of ESSIOPROJECT NAME TERRA VISTA �. ��o�s B. LA MISSION PARK 4i ��, SHEET TITLE Q �' HORIZONTAL CONTROL PLAN cc No. 4482"ll ND It * ILP \ Z I O RCE 24953 "N �•I CIVIL DATE yIMUNITY D ENT REC DATE - CfTY ENGINEER lF pP OFC)Ak, APPROVE �YI �IY1 DATE Edit NG IAL SHEET G• q OF '3 ��'b'� APPROVED DATE 12 PLANNER DRAWING NO. 157? •p• 20 .00ie horiz. oontrol - •h . 6 - PROJECT SHEET NO. 7 OF 4-3 DWG. DATE N 30 •D �]LL scKF: >I- - >ao• DATA DELTA/BEARING RADIUS LEN./DIST. TANGENT 37.30'oo" 38.00' 24 . 87' 12.90' le 10'22" 50.00 15.80' 8.00' 3. 45' 00" 100.00 6.54 3.27 N /0877. Q 15. 14' 48" 100.00 26.61 13.38 E 41277-W 0 16. 19' 45" 100.00 28.50 14 .35 Q 29°30'47" 50.00 25.76' 13. 17 Al 11• _ • 0'34+E - � _ _ L-se.5s Q N 88- 24- 55-E 26.b6 N 06'04'44'W � 0 O 6017' 19" 164.00 18.00 9.01 �' r-ten to 0 17005' 12" 164.00 48.91 24.64 13 fo N 'oo 02'35 "W _ 10 1 8. 56' 31 " 173.00 27.00 13.53 39 0 13041 ' 18" 173.00 41 .33 20.76 102 37. 36' 16" 27.00 17 .72 9. 19 © 49' 17' 445" 4.o,m 34.41 16.35 I 3 �, ,� � 14 N 17"94 1 50"W 16.00 w 6, c '�'/� N 72°05 '/D"L 6.00 0 !80 00 00 8.00 25•/3 � IUL 25.60 13.64 �� ,,�p 17 4 t® N 07- 52- 24"W 16 .50 N 41 - 26- 32"W 14 .00 N 48. 33' 28"E 1 1 .00 21 N 37052' 24"W 8.66 � 1y �y 1 Al 1 0 0 N 22007' 36"E 8.66 E ¢3,5'Y. S4 w �623 N 82. 07' 36"E 8.66 /Y/0933.05 to 1 24 147- 17- 10" 3.00 7.71 10.22 E 43ib•O6 t o 25 N 12051 ' 43"E 1 1 .84 w Q� z 2s N 77. 08' 17"W 6.00 121055' 35" 3.00 6.38 5.40 1 2e N 77. 08' 17"W 9.89 / a 29 N 12. 51 - 43"E 10.00 N 77-08- 17"W 7.00 E 440 42 0 90.00' 00" 3.00 4.71 3.00 � � W vim• � O � ® 32 i 63. 09' 01 " 29.00 31 .96 17.82 CIOk� ® 1 s4 92. 1 1 ' 55" 3.00 4 .83 3. 12 65. 20' 56" 9.00 10.26 5.77 ' ® 36 90000, 00" 10.00 15.71 10.00 •� N //83/.53 07 � .90.00' 00" 9.00' x44' 2.00. � 44.'ss.ods-•-� A/ .50' 3G'p5 sz•Oo ' J is 0 IV "I 23 '41"W 8u�' r4o 4 °30' 3G' 19''EAl /4 1 111s6.74 � �,� E 4475•� i M N 4.0,5 GD ' 2 ® O•6� !� 13 1 30 V 10 27 N tees,. p 43 fte © N �2;s�� " 8 3 I rnV. n/ ? r� DESCRIPTION OF REVISION DATE CITY APPROVAL o THESE PLANS WERE PREPARED BY: FOR PRIVATE USE _ iAM A1130CLUE&Ot mm Cmmo swan,,swan w INITIAL DATE ME SAND EIMNE �o CUCAM°Owk CA sass DRAWN oo�ww° Rsl � wPHOW m"ss.►'i'� CHECKED o DATE 3'?K- ` DESIGN LICENSE NUMBER 44,0 22 FILE /06 - g 38 RECOMMENDE Z CITY OF RANCHO CUCAMONGA COMMUNITY DEVELOPMENT DEPARTMENT $ 3 t2 00 O QRp-ESSM PROJECT.NAME TERRA VISTA �, © �� 5 B• Eq t LA MISSION PARK ''• r '� '�4' ' y� SHEET TITLE N HORIZONTAL CONTROL PLAN 34 kA E 4boo•o 4 ® / °G t No. 44822 EXP. 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Com,, j�, ' +.v�k ' "'' y it "�- -'`""_.----�_,___ �-�.........�.._...'._'_..fi_.'_._�r�,',._.._ -•_"_-_..�.._.._J..._'_► ...._.._._.._••-_•__..__..—._.-._+.. .__..__..._a7a hi _.._.--::-.:�.. � .••.•Y ...__...1 _ if ION OF REVISION DATE \ i '� , - - CITY APPROVAL DESCRIPT - -'- :Y ^ —. \,,.„7,,•."._y'-.....�..Y"� ' _'�/„�-�%""'".'._...• v •\`'`•- ;�� i \ K FOR PRIVATE TE USE -�-~ SE PLANS WERE PREPARED BY:^ I NITIAL DATE ' MADOLE b ASSOCIATES, INC OF THE INLAND EMPIREDRAWN. _' � �NSULT��VIL NGWEERM3 i LAND PLANNING _,_ ,ao,alu�s7r SUM, DW rwn CA 91730 . PqM qq 946-1311 FAX poq ws•iM1 DATE 144-0 DESIGN LICENSE NUMBER 44822 FILE 126-838 RECOMMENDS -- CITY OF RANCHO CUCAMONGA CHURCH STREET COMMUNITY DEVELOPMENT DEPARTMENT CONSTRUCTION NOTES e sf PROJECT time TERRA VISTA ro �.S�`/O�q� INSTALL WATER FOU '1 FOUNTAIN PER E17�D' W/G� 4i� ��i�yc SHEET TITLE LA MISSION PARK INSTALL 2- P.V.C. WATER L NE. � ,f W,i �, �' ? e SEWER & WATER LAY—OUT 27 INSTALL 3/4" P.V.C. WATERLINE /`►' �� * No. 44 8 2 2 E .�-�- RCE 249 53 XP O INSTALL 6"P.V.C.SEWER LINE. ,`�', v. �4�+ 4 oc EW am i 1 7�£ �!I V L OQI� DATE �AUNITY D PMENT DIRECT DATE b CITY ENGINEER ftil�jAu. 'S1EWEiC �GkN�I j,EJc ✓/�✓E /� * *� OF CALF APPROVE RCM 4K G G I✓p. f?O. DIrG. No ,ti. "�,:� V��- DATE / B ,) ING FIC111L SHEET G S OF ¢3 ,.a APPROVED ^� �'Ib DATE —FAWPLANNER DRAWING No.15-7 q i PROJECT SHEET N0. 9 OF ¢3 DWG. DATE: V\ , Q �DIlC PLM1N GENERAL RTES t �aIMiEER'8 >QPICE TO J 1Zw . � 1• ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE KITH THE CI?Y THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES x'f `\ CxiST OtMOD /A/T. " OF RANCHO CUCAMONGA STANDARDS AND SPECIFICATIONS, AND CHAPTER 70 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. �� I �� V� OF THE UNIFORM BUILDING CODE, LATEST EDITION. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT 4,b ��\\2. THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL \ PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION AND PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER �"'• / x ; \ \ DEBRIS, INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR \ N,RUBBLE, TREES, AND ROOT SYSTEMS SHALL BE REMOVED !ROIL THE SITE TO THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES AND STRUCTURES. JOiv J- \ • y ., y� THE SATISFACTION OF THE SOILS ENGINEER. � t7J.q� �,�r �/5 \ - 3 v THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE x"""' ` C G2/AI C'/'•� AFTER REMOVAL OF DEBRIS, ANY EXISTING PILL OR DISTURBED NATURAL RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF x,M, � '.b•j[/N . • BOILS SHALL BE EXCAVATED TO THE SATISFACTION OF THE $AILS CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND X".8 x""' ENGINEER. PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE ��• �� , �\ LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, 4. THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND \ AND ANY ADDITIONAL OVER-EXCAVATION SHALL THEN BE MADE IN ALL LIABILITY, REAL OR ALL ,EGED, IN CONNECTION WITH THE PERFORMANCE OFA ACCORDANCE WITH THE SOILS ENGIMSER'S RECOMMENDATIONS AND AS WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE RACT N 1 3 71 •� CONTAINED IN THE SOILS REPORT. NEGLIGENCE OF THE OWNER OR THE ENGINEER. 5 \ �.• SCALE V-4o' 5. THE EXPOSED SOILS SHALL THEN BE SCARIFIED TO A MINIMUM DEPTH OF CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS, AND SHALL xM" ��\ ZO' INCHES, BROUGHT TO PROPER MOISTURE CONTENT, AND COMPACTED TO AT REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COIORNCE1aMIT OF 0 20' 40' 60' b \ LEAST 90. OF THE MAXIMUM DENSITY AS DETERMINED BY U.B.C. STANDARD WORK. xCONTOUR INTERVAL 1' .70-1 OR EQUIVALENT COMPACTION SMALL BE OBTAINED BY *rnWS x'"�' , \ SPECIFIED BY THE SOILS ENGINEER. x""' x""' 6. I! ANY UNFORSEEN SUB-SURFACE STRUCTURES ARE ENCOUNTERED DURING 4 / CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO TME ATTEMRION x"�' OF THE SOILS ENGINEER BEFORE PROCEEDING FURTHER. x'"�` x� x'p" PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO 1J x""" ' 7. y x'"'"' USE ANY MUD, SILT, OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ►� , \ \ ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION, ANY MIS OR �� "..+ iw.. \ \ \ DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST • I x""' �/ \ i \ I SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD TitRO(�Gii- / OUT THE GRADING AND BUILDING CONSTRUCTION OPERATIONS. x""' I x""` \ s o •. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION, THE CONTRACTOR , �r' , �`, y`0• �" � \\ �� \ SHALL FURNISH THE CITY WITH CERTIFICATIONS FROM THE CIVIL l � '7 •\ \ ENGINEER AND SOILS ENGINEER THAT BUILDING PAD SUSGRADES ARE �� WITHIN 0.10 FOOT OF THE APPROVED PLANS AND THAT TM PROPER COMPACTION AND PREPARATION HAS BEEM OBTAINED. \ x \ 9' NO GRADING SHALL COIIOIaliCE WITHOUT OBTAINING GRADING PERMIT AND �.�+ � � � NOTIFYING GRADING I39SPRCTOR 24 NOURS PRIOR TO THE START OF WORK. 10. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE A380M0lD By THE ��s��-i� _ x Q r�t,L `�� x LA SION PARK Eb�iNEERS OF WORK IN ACCORDANCE WITH SECTION 7014 OF TIP UifIFORK �` £v o l \ BUILDING CODE. � 0.9 11. THE SOILS ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND REPORT - � \ THAT PROPER COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS AND - n �1""' _ e � -T \� AGENCIES CONCERNING UTILITY LIMiE BACKFILL INCLUDING, BUT NOT 'h x""' \ ` LIMITED TO SEWERS, WATER LINES, ELECTRICAL, GAS, AND LANDSCAPE I; C x"'L' 114' o� /rc S.S-G .S �� x'"` ~� x'n�' IRRIGATION LINES. x""' �/ ' '� .x N•� � �„ u ejX,n,. . \ j \ uass i I V • 12. CERTIFICATES OF FINAL LOT GRADING ARE TO BE SOBMZTTED TO THE b \ ' x'""` L.". \ \ BUILDING AND SAFETY DIVISION PRIOR TO FINAL BUILDING INSPECTION. % , x'd" � 13. AN AS-GRADED GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH ��. SAID GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY -- 'yam I ^° /J �' �T b �N� INS I2� DIVISION PRIOR TO RELEASE OF GRADING BOND AND PRIOR TO FINAL fj �. , , „M GRADING INSPECTION. �•+ � � .�, a � `�Z s 1 \ ; ',I • 122 1 1 14. ALL SLOPES SZCBEDZNG 5' IN VERTICAL HEIGHT AND EZCEEDZDiG 5:1 4• a3 _ x� SLOPE ARE TO BE PLANTED WITH APPROVED PLANT MATERIAL AND PROVIDED �� - ��' O s• x,,,,; - ,.�,\ x'�" 1 x WITH APPROVED WATERING SYSTEM. + _ _ _ \ i `I . A 15. ALL WALLS OVER 36- IN FINISHED HEIGHT REQUIRE SEPARATE PERMITS 33 - XMI" x LIiJ AND INSPECTION. xy"' XM" \ x 11 X x,"" 9 1 16. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY REQOIRE SEPARATE PERMITS I 1 AND INSPECTION, ISSUED BY THE ENGINEERING DIVISION. x"'°L x� 17. NO ADJUSTMENT OF ELEVATION SHALL BE MADE WI XMZA 9'1'5 1 111 I` I I TROUT PRIOR WRITTEN FG 1 APPROVAL OF TIQ BUILDING OFFICIAL AND TIP CIVIL ENGINEER OF �� 1�s x,n.. RECORD. x""" rr. is. ALL P.C.C. DEVICES WITH FILOWILIIIE GRADES OF LESS TEAM 0.50 WILL BE x 41 R - � 11 � xL"" � � HATER TESTED PRIOR TO FINAL FINISH. �° 1!. THE UNDERSIGNED CML ENGINEER WILL BE RESPONSIBLE FOR xMM4 PROFESSIONAL INSPECTIONS IN WITH SECTION 7014 OF THE 1z1s1213 =IFOiM BUILDING CODS. x p X10" xr"" I , , *MOW x x rr. /x x'�"' x ,.„ x1aw I AWY ' x x x x„"", �.A ,�"" x'""' xra. �L><., I S S I ON PARK x'�` x� / x I — x �' x'�' x x R i I ra. -� gow x"" ' � ,mss. ` �� x"ur` /t�.L I III xru. � Y Lw• \ ' xYKr I i 1 xI )CAM, 7C x� I I� AO" ru, I ,A... xL""' ' ) ,�,,,,, x""' >� ti' 1 I� x r R xL"". x1ft" I x I 4 L, ,.A. X10" 0" xL.r. 1 -� +•fy.� x � x rn. x�i ` rx x>rai 1 AM x ,fA. - 1t� - r..x x xrw, `, 121 S I -- _ 1220 Lrr. ` `_ x ► _ ___ x""L �---1223 dl AMM _�_ — 12 Mr XM" XAM4 ftx"�"' r"u Lws TR. NO. 13717 LA MISSION PAR[ x'"' CHURCH S T R E E T L... _ DESCRIPTION OF REVISION DATE CITY APPROVAL FOR PRIVATE USE _ X. � -'--"--- x'� THESE PLANS WERE PREPARED BY: G~MbdA� ®VST. C�L�I//VD xL■I". xr"► ---- ------ ;-'------'----- CONSULTING CIVIL ENGINEERING i LAND PLANNING rn-KIS -------- DRAWN •— T��— +. � Q. '='R. NO. 13717 LA MISSION PAR[ --- MADOLE A ASSOCIATES, INC. OF THE INLAND EMPIRE INITIAL DATE ---------- \ .l ————————————— 1=1 CHURCH STREFT,SURE 107 CHECKED RAHCNo cucA.�awa�CA 91730 iA'�O�c/A/o 2 �t'r T,GIcr IS 717 CQ Q��, DATE u- (, oESK3N i GXAST. , G$s/ P►�RSI W-1311 FAX RSI w-NN 4 �iOW G�wrebr ,L�vA' LICENSE NUMBER 44822 FILE 126-638 RECOMMENDS !� MC �� ;,,��►' `r\tom �•.ry .i P CITY OF RANCHO CUCAMONGA I \ CONSTRUCTION NOTES: COMMUNITY DEVELOPMENT DEPARTMENT t - � r`. � l�u3r.' c�w�vp O CONSTRUCT CONCRETE COLLAR PER CITY ETD. DUG. 110 329. * ,� � f S Sip PROJECT NAIL TERRA VISTA •C. ,,,,, . ' ,�'t- s.. s INSTALL 24" C.N.P. �,5 e� LA MISSION PARK e'�►rw ' �1 0e'(� `� y SHEET TITLE TRACT MAP N O . 133717 EROSION CONTROL PLAN iw.r►[� 4 0.a y. MiAI• +.• 4! 3O INSTALL TE1[POR1UtY C.x.P. CATCH RASIN PER C i TT STD. D11G. No. 311. + ' sw� •••%Miiv. 'tom aWAL& Q N 0. 4 4 b 'v ' `t 0.4•/, ,N�w O INSTALL 6' HIGH CHAIN LINE MING C �'rfV09-AXY_ * �. 1 II II 4p Cl �P 0 RCE 24953 QL DATE MUNITY PMENT IRECT DATE CITY ENGINEER SECTION A — A SECTION "B — B " SECTION "C — C " 'rF aF cAL`F° APPRovE DATE ^ au LDIN(3 IAL SHEET G 9 OF 43 i APPROV ' W. DATE l/ mr PLANNER DRAwwG No. _IL 41� 9 PROJECT SHEET NO.10 OF 0 6 FIXTURE SCHEDULE LIGHT FIXTURE _ RS3 � (TYP.) '� �� DESCRIPTION MANUF. / NO. REMARKS PENAL-WARE •1679-1 0\ 12 12TILE ROOF NOTES 17 WATER CLOSET W/ 81795-35B WALL SLEEVE WALL MOUNTED (\ 51 ' 15 73 PENAL-WARE 01702 WALL u L A u 2 URINALw/ •1795-41 WALL SLEEVE a 17•AFF.MAX.CONTROLS 1. FULL FIELD NAILING. a 44'AFF.MAX. DURA-WARE •1955 W/ OPT. 2. MASTIC AT RIDGE, RAKE, 3 LAVATORY VALVE81736 T.E. TRAP ENCL. WALL MOUNTED VHIP AND CUT TILES. 4 HAND DRYER FAST-AIRE •HD03 WALL MOUNTED MOUNTED Q 33' 3. RAKE TILES HAVE 2 NAILS 5 GRAB BAR BOBRICK •C206-36 ABOVE FIN. FLR. 6 OP OF C:�17GRAB BAR BOBRICK "6206-48 MOUNTED 33' BLOCK ABOVE FIN. FLR. + 7 TOILET PAPER DISP. ASLIN INDUSTRIES 3-ROLL DISPENSER PH. 1-503-269-1903 HAWS MODEL 011078 WALL MOUNTED $ DRINKING FOUNTAIN W/ 6700 MOUNTING PLATE S.S. FINISH WOODFORD MODEL 824P LOCATE UNDER LAV 9 HOSE BIBS LOOSE KEY W/ BACK FLOW AS REO'D. BY CITY ~ 10 ! PARTITION DOOR ;ANYMETAL *ACADEMY' INSTALL PER MANUF \ \ DEAD BOLT-SCHLAGE 23 CHAMPAGNE RECOM D FOR C.M.U. 6500 SERIES 626 SANYMETAL *ACADEMY' INSTALL PER MANUF \ \ II PARTITION •23 CHAMPAGNE RECOM'D FOR C.M.U. \ FINISH-TYP. 1 - - - - - - - - - - - - - - - - - - • - - - - - — — - - - • - - - - - - - - - - - - FIN_FLR. - - - FLOOR LINE — - — - — - — — - — - — - - — - — - — - — - — - — • — - — - — — - * = STAINLESS STEEL FINISH GRADE Z z fz FINISH GRADE6 NOTES: DOOR PULL SEE `\ A2 CONTRACTOR SHALL COORDINATE RESTROOM HEAs EVATION EFT / MANUFACTURER & SUPPLIER TO CLEVATION1 SCALE: 4' - I'-0' INSURE IEALw HARDWARE DELIVERED WFIX URES SCALE: 4' = I'-0' IS CORRECT AND COMPLETE LOCATE PHOTO SENSOR ON INSTALFOR PROPER INSTALLATION OF FIXTURES 6 EAST SIDE OF BUILDING AT ROOF LIGHT FIXTURE - RS PROVIDE CONDUIT & FLASHING (TYP.)-- CONTRACTOR TO PROVIDE MANUFACTURER'S . INSTALLATION LITERATURE W/ CUT SHEETS 12 12 73 NOTE (5 SETS) MUST BE APPROVED BY CITY PRIOR EXPANDED METAL 5r— ' 15 LIFETILE CONCRETE ROOF ALL WOOD TRIM SHALL TO INSTALLATION IN 2x6 FRAME TILE •106 BE NOTED OTHERWISE. PAINT BLOCK WITH OLD QUAKER STUCCO (LIGHT LACE TILE TO BE FROM SAME LOT N0. ENAMEL N0. 800, COLOR N0. 102. TEXT.) PAINT TRIM WITH OLD QUAKER & CERTIFIED BY MANUF. COLOR 2x4 TRIM OVER 2x10 ACRYSTAIN NO. 6600.COLOR NO.148. VARIATIONS WILL NOT BE ACCEPTABLE -� FASCIA-TYP. 3'-0' TOP OF BLOCK q7 2x12 WOOD LEGEND TRIMP) - ' - CONCRETE BLOCK TONE p g 8xGx16 CONCRETE BLOCK 16'x24' REST ROOM INTERIOR FACE SHALL BE SIGNS PER CITY STANDARDS PRECISION AND EXTERIOR TYP. ❑ A2 (TYP: FOR -2) FACE SHALL BE SLUMP BLK. NOTE: PAINT BLOCK WALL. N FIN. FLR. FLOOR LINE FIN. FLR, 6x6x16 CONCRETE BLOCK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - — — --4---Al- - - - - - - — — — — — — — - - — — — - — - - — - - - ALL FACES PRECISION BLK. Z z FINISH GRADE NOTE: DLOCK WALL TO BE NRIGHT ELEVATION FR09 , _ , FOUNDATION NOTES: SCALE: 4' = I'-0' SCALE. 4 - I 0 , I. CONCRETE FLOOR FINISH SHALL BE LIGHT BROOM FINISH UNLESS NOTED OTHERWISE 2. 2000 P.S.I. AT 28 DAYS 3. 4' CONCRETE SLAB FLOOR W/ 6'x6'-•10x•10 '0112 1'-6' NOTE: 25. 40 WELDED MESH OVER IN SAND TIMER I FOR REST ROOM BUILDING LIGHTING d TIMER 2 FOR EXTERIOR LIGHTING 4. .CONCRETE BLOCK REINF. '4 VERTICAL REBAR COORDINATE 10 Be4 0 10 80 32' O.C. Q t OF 8' C.M.U. & 32' O.C. HORIZ. U.N.O. w LOCATION & B 12' DEEP FTG. (SOLID GROUT ALL CELLS). W V A REQUIREMENTS 2'-5' WIDE X 3' 4' 3' 4' 3' 4' 4' 0' OF METER W/ 4 3 4 4 4 0 yAlW/I-«4 TOP & 0BEAM 2 EDISON CO. 807, 6xt2 •I EXP. BEAM- - - - - - - - - - - - - - - Z_ 4'-0* FLUOR. STRIP LIGHT - - - - - - - - - - - - - - - - - - - — - - - P — , WITH LENS COVER - 1 - - - - - - - - - - - -� c`O r - - - - I I Fc� s 'LITHONIA' 5-140-RS-120ES. ( r- - - - - - - o - - - - � r- - -o - - - -- - - - � ` . � i �9A69 I PROVIDE CATALOG CUT FOR I i F.D. I I F.D. I 5 PI I N a I I 5 APPROVAL PRIOR- T-0 PURCHASE I 2-•4 REBAR Q ENDS I I I 1 • • 5 A2 I I I A2 I AND INSTALLATIONI OF WALLS (TYP.) SEE 2 A2 -- LAP BOND BM. I I o FRAMING PLAN FOR I RS I 0 I I STEEL TYP. Q 6 INTERSECTING I I ADDITIONAL INFORMATION I I I 1 ao 13 a o 1 I i LINE OF WALL RS I I Zo WALLS-TYP.rn 1 r . I I i • 1 BELOW TYP. I I CO x '1 0 INDOOR CL G. MTD. LIGHT id j I I I = W FIXTURE 'KENALL' H.I.D. I L - 4x6 HDR. I I °' - - _ _j , N d` VANDAL RES. #5010-9500 I L_ _ _ _ _ - - _ - - _ — I 1 _ _ - - - - - - - - - - - - - . _ . — _ _ ` - - - - - _ — - - - - o W/ 50W HPS CLEAR LAMP I i I • I - - - - - - - - - - -1 - - - - - _ _ == (TYP. FOR 3) -MOUNT ON 1 - - - - - - - - - - - � i I — — — — — — - - - - � i 12 III `� ''•' CEILING ONLY. O F.D. Rs3 I I I I 12 I.,I 5 w 5 `° 1 II I 12 I I I I a I I RS II I I I2' o 1 1 U� ;� 1 OUTSIDE WALL MTD. LIGHT I 9 - I 1 1 1 PQ I I I II co I FIXTURE KENALL H.I.D. I �o RS I 1 BEAM I I �' 1 �'' 10 7 zcn 7 10 VANDAL RES. #5210-9500 I 5'_a' �, I �, 2- #5 REBARS 6x14 •I EXP. BEAM �) c0 I I I a.o I I W/ SOW HPS CLEAR LAMP I 5 -4 I -NN6 a_0 r a 6 (TYP. FOR 4) I I I q- PLACES N - - - - - - - - - - - t J it I- o 11 II a a I 8' x 8' FLUSH PILASTER L _ _ w I } N A _ o _ - A W/ 2-•5 VERT. I CL + 1 I I 13 I I I A2 - OMIT 2g YP. I N a 20 ih A2 (TYP. Q EA. FACE) I 4'-2' o i 2 '8� I ' o FOR CITY USE ONLY I 6 1 RS3 1 6 I I 11 Q B0� 7 z3 — _ _ _ �� I REVISIONS DATE DESCRIPTION APPROVE "TIAL DATE I RS3 OPP.SID_E_ _ J I I L — — RS3 ( I / \ / I _ J to w v ` _ _ , M r - - fit ,� I I BLOWER WOOD LAT W/ G.I.% I L _ _ ao al r _ _ _I I I 12 I w a ( 0, p\P• 4 BLO E 4 I p• 0�P' SCREEN 0 GABLE ABOVE I {2' WIDE x 12' DP J �I 1 STREET I EQUIP. o N WATER/SEWS I I I RS I I Na 12 I4 5 , 5 (TYP. AT OPPOSITE SIDE) I FTG. W/ 1-"4 TOP 1 I i 1 -3 o v GRD ti DRAMI I I o L _ _ _ J c� RS3 ( RS3 / Q3 3 > / SEE ELEVATIONS ( & BOT. (TYP.) I - - - 1 l I I o 9 \ �/ 1,_3. 1 — 1 Q N TRAFFIC _ _ _ _ _ _ FMUL CHECK L _ - - � — I 1 O❑ PROVIDE 2-"4 VERTICAL TF - - - - — I N 0F.D� - - - - - � W - I _ REBAR Q CORNERS & ENDS 2 I _ _ _ _ _ _ _ - t _ _ _ _ _ - - AS 5 2,_0. 2'-O' STEEL LAPING Go I 8' ®41 q- 89 OF WALL. TYP. AT ALL RS 3 AS CONST. �oP A2 12 Q ALL CORNERS-TYP 5 I N LOCATIONS I GGQ Rs A2 FcI LOCK OPEN TO r D J � `� THESE PLANS WERE PREPARED BY FOR PFdVATE USE WALL. SEE q 10 t _ _ _ F.D.O • NrA N twhes of CalMountain tyro "TIAL DATE 1 - - - - - - - - - - 6x12 •I EXP. BEAM - - - - - - - - 1 15' WIDE x 12' DP.FTG. - -- - - - - - - - "ss North Mount°w, A""w" A2 P.O.eox STO JLK - - - - - - - - - - A MAWk - - - - - - - - - (TYP. FOR 2) W/ 1-•4 REBAR TOP - - - - - - - - - - - - - - - - t '«,:t�os,t9as�o'i�70 & BOT. (TYP.) NECKM HEAVY BROOM NAGE K.Stontey sell DATE 10-2T-95 qo Piv FINISH 1%000LICEgSE I LMKR C-2570 FLE 5 A RESTROOM SIGN PROVIDE II/ ' WATER B � RS A2 16'x24, SEE ELEV. SERVICE T� BLDG. & 4' A2 21-5@ WIDE X CITY OF RANCHO C U CAMO N GA NOTE (TYP. FOR 2) SEWER TO BUILDING 12' DEEP FTG. COMMUNITY DEVELOPMENT DEPARTMENT PROVIDE 2-"4 VERTICAL BARS AT W/I-•4 TOP & CELLS RECEIVING COL. CAP OR I,_6. SEE S.N. 4' 8. q1 BePROSECT KMA BOT. LA MISSION PARK COL. BASE. TYP. - 8106 g' q' 810, 810, 9' 4' IN 8' 0' s++EET TITLE ARCHITECTURAL PLANS 25' 4' 25' 4' NG PLAN PLAN OUNDA ION PLAN I SCALE: ' = I'-n' . _ _ t t 1 SCALE: 4 - I,-0m $GALES 4 - ( -0 DATE C00A111TY DEVEI DIECTOR DATE CITY EWAKER APPROVE SHEET A-1 OF DATE • DW OF ICAL I /S7 APPROVED,, '' rJ DRAWING ND. OF DATE Z CITY THICK ALUM. SIGN o wLAP & SPIKE RAFTERS W/ w (4) 16d TOE NAILS SET IN MORTAR. INSTALL N ~a m FLUSH. SEE FOR w C) LOCATIONS in o cr a 6x14 EXP. BEAM �p o U 0 6'x14' EXP. BEAM 12 3 1 QM 15 I I Imo-- FOR SCREEN SEE SHEET A-I 06 W.I. PANEL ABOVE GATE I I 4x8 EXP. RAFTERS- RIGHT SIDE ELEVATION 4 :4 FLAT HEAD MACH. SCREWS - v Uz 2x8 SHIPLAP SHEATHING 1 12 TO RAFTER (MATCH GATE) & CONC. ANCHORS W/ :f a o0 W/ (2) 16d a EA. RAFTER i RS 3 I I SEE FRAMING PLAN R .—�4-•4 BARS a TOP W/ 24' ROSETTES VANDAL PINS v, min (RESAWN D.F.) o EA. CORNER OF COL. t I ;�, i t t I BOND BM. Q END WALLS ` 6x12 EXP. BEAM t TOP OF BLOCK I i SEE FIXTURE SCHEDULE I ONLY (4) 16d PER BLK.` I 6' C.M.U. W/ SOLID SHEET A-I FOR UNIT CAP W/ 04 4 I 6x12 EXP. BEAM I I IDENTIFICATION, TYP. 2- 4 a TOP W/ 8 BOND 1 I A2 V//] BEAM - TYP. I BAR Q 32. O.C. I I I 3 I ' A2 � / I I \ xl2 IM I VERT. Q MID-HEIGHT IV A2 I 1 / I I \ I NOTE: •4 BAR HORIZ. a 32' ± O.C. I 51 + ' INVERT MID-PIN o I I 1 RESTROOM SIGNS ARE (TYPICAL) STORAGE 18' t Iilk- I• +� I I ` �— 04 BAR HORIZ. Q 32' O.C. AVAILABLE FROM THE CITY 1 I I O r FOR C.M.U. SEE LEGEND i� 10 0l 10 I (TYP.) 4' CONC. SLAB W/ 6'x6'-010-010 I 1 SHEET A-I(TYPICAL) 04 BARS VERT. Q 32' O.C. W.M. OVER Is SAND (TYP.) 18 GA. I'x2' TUBING I t i I TYP.-(SOLID GROUT ALL z o I M Ii V' i PICKETS a 51 FINISH O.C. F YP.R I I I CELLS) \` CITY REOUIREMENTS: IDENTIFICATION SYMBOLS MOUNTING LOCATION & 04 BARS VERT. a 32' O.C., TYP. I �D _ I I S L00 1 t ALL CELLS SOLID GROUT — - — - — - —it , i I - z FIN. GRD. . • 16 GA. 11/ 'x31/2' DOORWAYS LEADING TO MEN'S SANITARY FACILITIES SHALL BE t° • • • • . PERIMETIR TUBING • • IDENTIFIED BY AN EOUILATERAL TRIANGLE, 1/4' THICK WITH EDGES W/(3) HORIZ. MEMBERS (TYP.) FOR FTG. REOMTS. 1 12' LONG AND A VERTEX POINTING UPWARD. WOMEN'S SANITARY `° �I-04 TOP & BOT. OMIT /2 BLOCK FOR FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/40 THICK AND 12' IN = TYP.- SEE FOUND. SEE SHEET A-I DRAINAGE (TYP.) /� FOUND. PLAN (TYP.) DIAMETER WITH A 1/4■ THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND PLAN FOR FTG. SPECS WITHIN THE 12' DIAMETER. THESE GEOMETRIC SYMBOLS SHALL BE TYPICAL CENTERED ON THE DOOR AT A HEIGHT OF 600 AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. as per u.b.c. 3105a (B)I.D. ALSO PROVIDE SIGNAGE WITH RAISED LETTERS AND ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION 3105A(e)7. ISECTION mmmmm,,( SECTION SCALE: 4' = I'-O' B SCALE: 4' = I'-0' A SIGN MOUNTING SCALE: IV26 = i'-0e 7' x 6' x1/4' GALV. STL. GATE PLT. BEND AS SHOWN (4) -%@ M.B.'S BEAM (SEE FRAMING PLAN) Y4' I W/ WASHERS EA. SIPLATE STL. I' I' / PLATE LATCH / 11/ '2 x 31/ ' 2TUBING 0 n DOOR C.M.U. WALL 'SIMPSON' ECC64 OR N _ - KEY DEAD BOLT IN KEY CC64 CAP (PB BASE, SIM.) - �i 1 I v BOX SCHLAGE 8560 SERIES I/2 x 3/2 STEEL 7:�. — _ -4---- -- --- I . . /2 MASONRY 626 FINISH FRAME (DBL. Q SIDES) I ANC, OR & LAG 1/2' STEEL 'r I PROVIDE 5/8' MACHINE SCREW (TYP. FOR 2) Is x 2' TUBING A_ — o ASLKEYTS INTO BLOCK USED o 3/4' BOLT i ki 2-04 BARS IN BOND BEAM 42 L BOLT IN RED HEAD _ _ _ = p� O o _ _ INVERT MID PIN 45 (HORIZ.) HOLE (TYP. FOR 2) v�j 6111 NOTE: h Y� -ALL LOCKS WILL BE 4'x6'x1/4' GALV. � j I' KEYED TO CITY C.M.U. WALL J STL. BACK PLATE 1 z SPECIFICATIONS (TYP.)- CONTACT DALE CATRON V r (909) 989-2813 FIN. FLR. -INSTALL STAINLESS STEEL LATCH GUARDS ON ALL EXTERIOR DOORS 42 DOOR PULL BEAM CONNECTION GATE LOCK 4 DEAD BOLT SWING PIN SCALES 3 - 1'-0' SCALE: 0/2 1'-08 SCALE: 3 - 1'-0' SCALE: I/2 = 1'-0@ SCALE: 3' - I'-0' REVISIONS FOR CITY USE ONLY DATE INSCRIPTION APPROVE "TIAL DATE STREET WATER/SEWS GRD A DRAM( TRAFFIC F64AL CHECK R/w AS CONST. THESE PIANS WERE PREPARED BY i FOR PRIVATE USE Lowts Ho=es Of California N56 North NtIAL DATE Mountain Avenue P.O.box 6TO .JLK Upland.Collfornla 91166-0610 MAIM Tone (909)96S - 0971 NAME K.Stanley W DATE 10-27-95 LICENSE NLAOKR C-2`570 FILE CITY OF RANCHO CUCAMONGA COMMUNITY DEVELOPMENT DEPARTMENT w PRMCT k" LA MISSION PARK SHUT TITLE ARCHITECTURAL PLANS DATE COM"TY DE NT DIRECTOR DATE — CITY EWAKER APPRo SHEET A_Z p� DATE .. )3k3i�+GMIG VRCAL # /S APPROVED DRA*m 40. 12 oF43 T TY rnQ ILA • RA A TILM 4yc 8 R�.�TER TYPICAL. 6" MASOIJR'f %6A.L• REIMv9cNWc1k0 V# *.4 000WILL-Ab J 11 *A.a 14"o -c - E rL 41' o.c . v.- ROOF RAFTER �� O •C • 2yC GONT• P.�LK 4`0 I• lAo LAI' A:A, a eIA"O.C- N T'f P• i'E'4 Dow C � ROor- SNY Q (1)t 10 R �SGIA% / 4" MIN • �- G .ta 00c . 2 K4 CONT. IOLK *4(2 424" o•c 4 - 18'► o11InHiQ tl Ilk A - dlA. CONT. 1 GOIJG 5L,A PCR KAW F• IX orkIM 04 VtRT 58ftAR � s Z� �t�"& • I �A• GORNSfZI Fri ZXcP TRIM A• 1•�OI'tIZ R5�►iZ �, f _ _ . zx8 coNT• � �xP�No�o wa L L rt110. A 1 err oM:P METAL p�,NaL150e PLA-N sL1lL ��►.� FRrb.M E �?I DGS B �'ti'' r 1NIRE M ��HHSA. 1� �" OUT I ISE; CORNER I` G01�1C• P.-IGK YVJs.L 3a '' CONC. FWD • OE7 ILM 5 L �s, ca x RIDGE P.yM • PL.aT f• 'T I Z� K !�Ilx 11. 3u PL./�TC W I&L-0 K 1�'AN DED T'�I�j G/�.1. Mb•S0 NRY %* is F="-r M.AT1& . M ISTAkL. FtZA.M 0 VALL RG INi�ORCED X411 pOWtVi QrL4� mP.71.Sa lag O -c • T I fZ>�I�MXi*!%�481 rill SPi�cs TYR REINIL• AC mabM cWA66.I.,A � MCWI TH *� ?a O•c•v• TO '�. G� G N O. G . VlRT.t tO N r14" MIN• 4 Q �4• A.G. �P, MITER• eTLEL " I �� 3W. �HA-PIES W CLP 14 X 1 Z FRAME Q- 'n GO Nth MITl�.IZ GoRNL�RS� _ _ A R' W E LO GGIJN ECT To OI Z" MAK 0KY K L� &00--orb 4? 16%* d' 2 _#4 x 4-8" `c r4 O Z x C► T!t► M t T` p. riowD REIN!•. IZL rs.dCZ p SLY PA.G IC 4 p mPoI a Lam 5.50" 4 A 1411 A•b . co RN UrA. :4 CO04T 'Sf&'b 1W K Yo rt 1-*4 CONT. •'TOP fOTT- � - at ft7 ('L" x14" x1'_3.1 N w/1- 5.4►14x1c,,w LII Co 0b . To wd.LL RIDGE �M . FbL.OGK WALL. � 'ti�' W IRM M E 3H f'l.� N E L 1" CONNECTION o� INTIMMALL I� C O IvC• �LOGK Wib•L �. 3,�N � t ROOF '.S!•1 EA.T H 'G TGZANC- 4 E.xGrO-.v/!►TION a ^51M PEON ,6.• �b 5 .G1s• FILL/5oI L. Wei-''d"� . kb FTER ORTO gOjG t��NJITY' h Q 48` 0•G • 51M PSC" H -4 TO RAFT�Is CONNECT RA"EIt �C �� TO 1�. . �,N WAl. MIN. 10�_OM � 1 214 W/ 1 1 NO TRANCHE • . To It 15 CLOW T1iE5� 3x8 "LFRQ w/ I ,c 4 TR r1• 5x4 NbJ L rA w/ 5 x w/'� "a� �-► E o 2L a 46" O -c• /, 4a" O.C. PaItP%No1cULA.R To ROOT1 GS / nR1' PACK r REST Room 511E UTILT AREA CMCJ �M PAR A.L LEL TO I=ooT 1 IVGm'S 514 FAR T RAN 5 PER UsIRSO 4 TOP OF INTERIOR Wo&L L III E Da-r^I L 1" TRENCH DMT/6%I., REVISIONS FW WM USE MLY DATE DESCRpTgN APPRO MTIAL DATE �I - !04 I'rIIN• TYP• d s b� 2. 4 51 M P'boN 0101b � - !�� 4 R : i F coL Z To 4b 04 CI.U51vs IATr� L L'T'b a .*4. %/miZT• fS n1�• moos 01� � K 24-44 FOM O R^ � I.�RG.tR -1i • c m DFUN TkArTc Ph&FL � — OI�E N I N G OR p� I 'A. Is • CHU LINTCL 1 W L6 ENO t 1 � l � n1AG •laARG L7�TCNo N37-. TYP AX 45 PAM A'siP i THESE PLANS NEW PREPARED BY � Fa PWATE USE w��L5 Pob�Ii�I,.E 4 � - - --- - - 9o't�tc � 180' I.�oo K ESI/FME, INC. NTVL DATE U gifts 7 I I}ooEc II}N p'sy E.{OOKS AMID PS E N O'6 1921 E. Carn•gI• Am, Sint• J3 RW #2 • � T�. W 1415R� Z-O Santa Ana, CA: 92705 Q' 2 �� S TOP � I.A.I* G/l.NNOT WANE Ramon R. Won 10-27-95 : ( O I!sE OWTAA WG* LCOM W AUM S2345 STT' - hl o T E tt N � CITY OF RANCHO CUCAMONGA q .** o, waL15 amlT p 1A►o • COMMUNITY DEVELOPMENT DEPARTMENT /�►T nOvR Ib"R'b A".r 610TT of I �� PFAMT OW LA MISSION PARK I _ ' A-x I "WKT6tXg OPOWINGS oPisNINGS 3G O GONC• �2 -O M1N * 5 IO• _ / W4tRILCWNC . aMAt • Z • G►" MIN - s 1 d5L*(b OOf% SLEET TIRE •w• Co 8 Mo c c u 19L STRWTIFWALDETAILS IFLN F- 00K150 AT •t1t,1 ULT 1 o N T`r F. opeN I N G R.EINFORCI NG SPLICE G7 VOID DATE wrTr T orlECTaR GATE —o-7,4 aTY Etwlc.EMI11 1 N M A%=,&d y OM Z ..^^ SLEET A3, OF 43 TG L 3 3 ,� DATE011AN� It 13 O 43 Y M u INTEL E.,/.`rel TO WALL .� cow CR. E TF. WALLS TYF? RE - . t� �� T� � L CAUFO1MrM TECHNICAL mI 7M-W.V" voI • Ls Ell NO_CONCRETE BLOCK MASONRY �jiENERAL``J O O ^ 05 d,*��s 1. FOUNDATION DESIGN IS BASED ON SOIL11 1• CONCRETE BLOCK SMALL CONFORM TO A.S.T.M. C-90, �f[RAL `J G��jQ. N�I1�1• b • INVItSTIGATION REPORT BY: (A55UMED GRAD[ N UNITS. (SEE AJtCYITECTURAL FOR TYPE,. OW�.fa OOL. G, O SBP=1Opo P5F) PATTY, AND JOINT DETAILS) 1 . TNt GENERALCON?RACTOR SMALL VERIFY ALL DIMEN-9 1O, �� SIONS AND SITE CONDITIONS BEFORE STARTING WORK. O .1�r1 *50 • 105 2. MORTAR SMALL SE- THE ARCHITECT OR ENGINZZA SMALL BE NOTIFIED OF Gam. 7011.1 496 -Z , ANY D Z SCREPANCY. ?�' 1 TME CONTRACTOR SMALL BE RESPONSIBLE FOR ALL 1 PART PORTLAND CEMENT 2M1►J 1 REQUIREMENTS TEEREIN AND MAINTAIN A COPY ON TSE 4 PARTS SAND 2. NOTES AND DETAILS ON DRAWINGS SMALL ' TAKE • O ® O O ^ 1 JOB SITE AT ALL TIMES. 1/4 MIN. TO 1/2 MAX. PART HYDRATED LIME PRECEDENCE OVER TMESE OEIIERAL NOTES. T� } _. 3. GROUT SMALL SE- 3. ALL MATERIAL AND WORXMANSMIP SRALL CONFORM TO r"Cu.% • �- beP"Im P= I 00 kes ba^Vto F R' "R' It NO SOILS INVESTIGATION IS PROVIDED AT TME . � . • � BEGINNING OF TSE PROJECT, THEN PRIOR TO 1 PART PORTLAND CFJ4L11T THE UNIFORM BUILDING CODE, LATEST EDITION. • ) 1�T 4�"-� PSR - I� R FOUNDATION EXCAVATION TEX COMPETENCY OF TRZ 3 PARTS SAND . t. s7?p 0o P,4 9=0 O/�l�sT}' OT101+ [� rpl 1 SUPPORTING FOUNDATION SOILS SHOULD BE' VERIFIED 2 PARTS P A GRAVEL 4. TME DESIGN/ ADEQUACY AND SAFETY OF ERECTION QI t BY A REGISTERED CIVIL OR GEOTECENICAL ENGINE= WATER SUFFICIENT TO ALLOW GROUT TO BRACING, SHORING,TEMPORARY SUPPORTS, ETC. , IS &VOU k WAF-0 •a Is NOT 04W.O ' _ � ��r.�� ` � AND APPROVED BY TEE CITY, COUNTY OR GOVERNING FLOW I1fTq ALL JOINTS. THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND 'r.M G'M4AGENCY SAVING JURISDICTION OF TEE PROJECT. HAS NOT BEEN CONSIDERED BY THE STRUCTURAL n �srU�rNDiaN Lir L-00404TI)cV+X6 �'d co si QIl~� T'1 N Sl 1 N n• TL' 6. ALL CELLS SMALL BE IN VERTICAL ALIGNMENT TO ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR THE T1''�+a - & RYIlk ` M1� S. DESIGN IS BASED ON TEE FOLLO1nNG VALUES: PROVIDE A MINIMUM UNOBSTRUCTED CORE Of 3"X3" . STABILITY OF THL STRUCTURE PRIOR TO THE 1 I DOWELS FROM FOOTINGS SHALL XZ SET TO ALIGN APPLICATION OF ALL FINISH KATERIALS. ME SHALL �00 A„Q7Ird0+4AA. 00+05TPIG,T1^4 /help/Ak 1 1 ALLOMASLE BEARING PRESSURE • ' ��QPSf W/CORE CONTAINING REINFORCING. PROVIDE THE NECESSARY BRACING TO PROVIDE r"610!NTs • /M.�d NTi�.I N 0-o" WAP-IT. LATERAL ACTIVE PRESSURE: STABILITY PRIOR TO THE APPLICATION Of THE �►IN �INa1si �. M� Oce-40t "1'v4I� LAP SPLICE OF��ET a) CONSTRAINED • PCF S. ALL CELLS BELOW FINISHED GRADE AND ALL CELLS AFORE- MENTIONED MATERIALS. OBSERVATION VISITS G�r`WG' vt4 SND/0'l drl�+t . ?OIw?w 1 I b) NON-CONSTRAINED • PCF CONTAINING REINFORCING, ANCHORS OR INSERTS TO THE SIT[ BY STRUCTURAL ENGINEER SMALL NOT y� II�N• LATERAL PASSIVE PRESSURE • PICT SMALL BE FILLED SOLID WITH GROUT. INCLUDE INSPECTION Of THE ABOVE ITEMS. • - I ; FRICTION • 6. CONCRETE SURFACES SMALL 'Bt CLEANED OF ALL S. VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT � �� SIZE * sSf CaN4 /� WM1�•1. 4• FOOTINGS SMALL BE POURED AGAINST FIRM LAITANC[ PRIOR TO SETTING OF BLOCKS. RAVE NOT BEEN CONSIDERED BY TMZ STRUCTURAL UNDISTURBED NATURAL SOIL OR ENGINEERED tNGINtER. = fel N P`OR�C11`xS COMPACTED FILL AS REQUIRED BT SOILS ENGINE . /Lt IL.r IL.1 6. CONCRETE SLAB ON GRADE HAS NOT SEEN DESIGNED BY �, �• �./ S. FILL AT RAMP HALLS AND RETAINING WALLS SMALL BE R TU A S VOID TH[ STRUCTURAL ENGINEER. I FR Of CLEAN NON-EXPANSIVE MATERIAL EE Of O T.44*- 45 I10 ORGANICS AND PLACED UNDER CONTROLLED COMPACTION I . TRUCTURAL STEEL SHALL CONFORM TO STA ARD T. IT SHALL BE THE RESPONSIBILITY OF , THE �� LwfT I m�e UNLESS NOTED OTnwISE. ECIFICATIONS FOR STRUCTURAL STEEL FOR IDGES CONTRACTOR TO LOCATE ALL EXISTING UTILITIES BUILDINGS A.S.T.M. A 36. WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM V 6. ROOF AND AREA RUNOFF, AND AREA DRAINAGE SMALL 000 BE DIRECTED ANAY FROM BUILDING. 2. FART TION AND ERECTION SKALL COMP WITH THE FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT NT IN CONJUNCTION 'J � I T. PROVED! ADEQUATE DRAINAGE REMIND ALL RETAINING LATEST . I .S.C. SPECZFICATIO ., WITH THE PROSECUTION Of WORK. O S �G i OIJ HALLS AIIAY FROM BUILDINGS AND OTTER STRUCTURES. 3• ALL BOL FOR STEEL MEMBERS S L CONFORM TO �IN�•, A.S.T.M. A 07 UNLESS OTHERWISE TED. REINFORCING STEEL �TPOK. 7,44w J •. MINIMN SLAB REINFORCEMENT AND PAD REQUIREMENTS � -� SMALL CONFORM TO TEE SOIL! ENGINEER'S 4 . MI-TENSILE TS, WHERE IND ATED ON THE PLANS •�JMIPI 2"�S MM•I RECOM MATIONS UNLESS NOTED OTM MISE. OR DETAILS SRu BE TME FSR ION TYPE AND THERE 1 . ALL REINFORCING STEEL SHALL BE 1N ACCORDANCE I�W SHALL BE NO mPA OIL, WITH A.S.T.M. A61S. GRADE SMALL = AS FOLLOWS : _ CQUER OR GALVANIZING •. ALL SOLDOIAI ANCHOR BOLTS MUST BE SECURED IN BETWEEN THE CON T SU CCS. MI-TtNSIL! BOLTS xlJ _ .� ... PLACE AND AVAILABLE FOR INSPECTION PRIOR TO SMALL CONFORM TO .S M. A-325 OR A.S.T.M R _ I N%03pLL.�.Y�R JI,.E �- POURING CONCRETE. A-490' 6 AND LARGERASTM GRADE 60 UNLESS OTHERWISE NOTED ON PLANS. 2 -�i • bopt a�R o1AMF_T�c IN �1CREM t�ILING SCHEDUDE S. PIPE COLUMNS S C ORM TO A.S.T.M. A-53-2 IZ IIL • +CPx O^A OINMCTCK W N4^00 SKY (TYPE E OR S) . 2. LOW HYDROGEN WELDING RODS SHALL BE USED FOR VOID -THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED OR ONFORM A.S.T.M. A-SO 1 OR.,,,�yALL WELDING OF REINFORCING BARS. DETAILED.. 6. TUBE COLUMNS C 4 O" wg r�G rI 0H `�i TIROLiv -TYP. MAILS SMALL SE BOX OR COMMON WIRE NAILS. A-500 GRADE S 3. BARS NOTED "CONT" . TYPICAL WALL REINFORCING, 3 �y0 DIA AND VERTICAL COLUMN REINFORCING SHALL HAVE A « V� itmw 5`4iP*M SPECIFICALLY DETAILED CONNECTIONS SMALL St COMMON T. WELDING S LL BE BY TNI ELtC C SHIELDED ARC MINIMUM SPLICE EQUAL TO SO BAR DIAMETERS LAP aSIL205 A4b WIRE NAILS. PROCESS. NE BY A CERTIFIED WELD APPROVED BY IN MASONRY AND 40 SAR DIAMETERS LAP Ill a .%AWCVr f LLG.-7 prG , THE SUI NO DLPARTME.NT. CONCRETE,- a W Tk ceMMir Of"Jr - JOISTS OR RAFTERS TO SIDES OR I �� STUDS-6" DEPTH OR LtSS 3-16d i. FINISH IS ATTACHED TO STRUC LSTEEL 4. REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR AL 1�- OUIC I FOR EACH ADDITIONAL 4 .IN DEPTH. 1-16d PRO D! 1/2" SOLI HOLES AT 4 '-0" FOR NOTED. SPLICES AT OTHER LOCATIONS SHALL BE • ,avltt� Q /� 1 ��C \ - JOISTS OR RAFTERS AT ALL - A WINGS R OFMS. SEE ARCYIT TURAL APPROVED BY THE STRUCTURAL ENGINEER. t Glt'lQ Of 'sd.I *Ci - BLARING-TOE MAILS [ACK SIDE 3 •d INGS Fo FINISHES. u C�� • - - STUDS TO BEARING-TOE MAILS S. SPLICES IN ADJACENT HORIZONTAL WALL C1 J _t EACH SIDE 2-84 9 ALL FIELD WELDING SMALL NAVE CONTINU S RLINFORCING1 BARS SHALL BE STAGGERED 4 '-0" - MINIMUM UNLESS OTHERWISE NOTED. BLOCKING BtTWLEN JOISTS OR RAFTERS INSPECTION. 1 TO JOISTS OR RAFTERS-TOE NAILS _. SIDE. LA. ENO. 2-lOd S. PROVIDE DOWELS IN FOOTINGS ANO/OR GRADE BEAMS O ap pl,� 1 UM k;R THE SAME SIZE AMD NUMBER AS VERTICAL WALL OR �► �-R , To MAILS ZEAS SIDE RAFTER SEARtZMGs-TOE 2-104 1 . ALL Ltj:4f►LR SHALL BE DOUGLAS FIR Of THE COLUMN REINFORCING. OOW[LS SHALL HJ1VE A IDPOa S 1 ! - BLOCKINGBETWEEN STUDS Fsa"IMUMINMOISTUREECONTLUTCSMALL NOTREXCRLD 16t140Th - J ,�/f�LIFi �� (,�1�� 'S•O Cb►JC RiPLIC�UNLESSJOTMERWIS[ECTION QNOTED. UAL O STANDARD LAP 1 BACK END TOE NAILS 2-lOd 5y I�IC A11006 OR A' gNDV1A� 3 END NAILS 2-1" OIJ � Hor TO W XGE!•-D Z� � RLSTU I T I VL USE MENHIRS J \k:�f - PROGRESSIVE BLOCKING STUDS AND PLATES STUD T. ALL REINFORCING, ANCHOR BOLTS, AND OTHER M 'D� p *#4c;l -J AcovC RAFTER TO BLOCK i BLOCK JOISTS AND RAFTERS INSERTS SMALL B! SECURED IN PLACE PRIOR TO �E OAC f Vl 1'' r y('H k /14 ApJif - TO CONT. MAILER 2-164 PL/1C I MG CONCRETE OR GROUTING MASONRY. - MULTIPLE SUDS (STAGGER FOR 2 X 4 TO 4 X 4 INCLUSIVE NO. 2 T / N�j ��. �It1�ICt1l�rC 2 X 6 TO 3 X 16 INCLUSIVE NO. 2 PROVIDE !000-. Iwo STUDS WIDER THAN 4") 16d-2400.C. SINGLE USC MEMBERS 6� COVERING Of CONCRETE: PROTECTIVE CONCRETE: IMG MINIMUM Rsm1JGN P1� - 'RIBBON TO STUDS BEAMS 70 !RTb 1" X RIBBON 2-6d / � 2" X RIBBON 2-16d 4 X NO. 2 BELOW GRADE (UNFORMED) 3" CLEAR (D �1•(�� - LMULLIONS NO. 1 BELOW GRADE (FORMED) 2" CLEAR DOUBLE TOP PLATES POSTS AND .I LOWER PLATE TO TOP Of STUD 2-16d WALLS 1" CLEAR � X � UPPER TO LOWER PLATE 164-I6"0.C. � SMALLER NO. 2 COLUMNS i . S" CLEAR I 6 Y 6 i LZ �ARG[ERR i BEAMS i GIRDERS 1 . 5" CLEAR SPLICE (4 ' -0" MIM) EA. SIDE STRUCTURAL ELAS Of BUTT IN TOP PLATE 6-164 MISCELLANEOUS LUMBER UPPER TO LOWER PLATE • 3/4" CLEAIR n 1 F , BLOCKING. FURRING. ETC. NO. 3 (ABOVE GRADE) ATm e5r �I _ _ INTERSECTIONS 3-164 DECKING AND SHEATHING 05 CEILING STRIPS 2X. 3X. 4X COMM'L. DIX. �� R SENTWITHOUT T ARGER REINFORCING S PROVALOF STRUCTURAL S SHALL N UCTURAL ENGIINEER /` n W 1. �'OR f•f _S 1 X 4 PLR SEARING (STRONGHOLD2 . ALL STRUCTURAL LUMBER SMALL BE GRADED IM L 047r .j/MA TYPE) 2_8d ACCORDANCE WITH GRADING AND DRESSING RULES 016 HP4 h �K M;s Z'YXPt) PER BEARING (STRONGHOLD 1-1� OF THE WEST COAST LUMBERMAN'S ASSOCIATION. �. Z 50 pi".� - PLYWOOD NAILING-SE! DETAILS 3. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS CONCRETE .,OLIN THAN 40 -00 ABOVE GRADE SHALL B! PRESSURE ap g a ¢p�,1 ►��tJ ,�•T 10 7 LA•w �N' $_ �� a B AHD/OR SCHEDULE rotes T� �'1'• - BUILT-UP BEAMS 20d-92" O.C. 1 TREATED DOUGLAS FIR. FOOL NO'tt' O, 4 . ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE TOP AND BOTTOM STAGGERED 2-20d G END WITH P.S. 1-74 . / - 1 X 6 LET IN BRACES, EACH S. STRUCTURAL MEMBERS SMALL NOT BE CUT FOR PIPES, REVISIONS FOR OTT use OILY L TO �R P1�3 '.p pR �� MLc>W BEARING. PRE-DRILL HOLES ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. DATE DESCRPTION APPROVEDN� DATE THS�D AH �Rf 1 �•r�05 �� ,�,��`qq� � � I'.�•IL I FOR NAILS 2-ad 6, 2X SOLID BLOCKING SHALL 8E PLACID 8ET1itCM /�'S 31-IOv 4. mom Mp�5 1'�M ff JOISTS OR RAFTERS • ALL SUPPORTS. STREET TEF-mac �'UR� O� '"� TD 400 i / ALL CONNECTING HARDWARE, JOIST HANGERS. TIE STRAPS, " GA •S�c��D 7. HOLES FOR BOLTS SHALL St BORED 1/32 TO 1/16 G� 11 DRAM �8d, ,�•+e1I �� Tkr T).N !y-O &LwriW TTG% U6.- !TC . SHALL BE SIMPSON "STRONG-TIE" UNLESS f;T'�L CR_T7WL 10 VP►Y wITNN '1-0r �.AMIT OTHERWISE NOTED OR SHOWN. LARGER THAN NOMINAL BOLT DIAMETER•• HAVE HASHERS T F1C WSLDN`)O fkAT1005 • . ALL 53L T S bEAR.NG ON WOOD SHALL UNDER MEAD AND/OR NUT. SZE SCHEDULE. F CHECK 9 . ALL BOLTS SHA:•L BE RETIGHTENED PRIOR TO AS CONST. APPLICATION OF PLASTER, PLYWOOD. ETC. 'IEE EM�t E 10. CROSS BRIDGING SHALL SE PROVIDED • 6'-0" 0.C. PLANS WERE pip p BY / FINI PONATE USE V Low ��QQtw , � E MAX. FOR ALL JOISTS AND RAFTERS MORE THAN 6" THESE �t7i73 (C•'10) Vir O +11 OFW51t WA5HER 5CHE DU LE IN DEPTH USE 2 X 2 OR AN APPROVED METAL 'TYPE � DATE 'J� ESI/FSE, INC. T MA LLEA%Mo N�V� M BRIDGING. RW , S �A � LT c 11 . PROVIDE 1 X 6 DIAG. LtT-IN BRACING (AT APPROX. 1921 E. Carnegie Ave., Suite J3 IR014 ESC 1� WA5k,m CUT W arm 45 DEGREES) [VERY 251 -0" IN ALL STUD WALLS NOT Santa Ana, CA. 92705 � I , c 6 SNF.ATMtD. BRACE SMALL RUN CONT. FROM TOP PLATE �� R. DA t0-27-95 )�► ? l�2 '� 1 } "-�'yZ L1fISE 16R1=JM S 2 3 4 5 - M 1 TO SILL PLATE. ••I 12 . ATTACK 2X MAILERS TO STRUCTURAL STEEL WITH CITY OF RANCHO CUCAMONGA / ' I ydy 'Z )c!vK. OO 1% + at 1/20 "FINISH TLR NOTEDLTS 6 AND 4SHOWNO. C. FOR ATTACHMENT OFON ARCHITECTURAL COMMUNITY DEVELOPMENT DEPARTMENT DRAWINGS. � -��. �pea�Mc1�T' � �'� �►� ,. ,/lam �',� Vol 1" 1/4' 2' � ," Nj/�" PMIO.EGT wwE 13. GLUED-LAMINATED WOOD SLAMS SMALL SE DOUGLAS I.A� �~ 'ARK . � vf4llr APOJND � 7/b , `11� 1� ,��Ix�� l}� Ij/�' FIR CONS. 24F (!b• 2400 PSI .lv 165 PSI . r, �► ?' 114 h'�/1 �!'r T T •1500000 PSI) INDUSTRIAL APPEARANCE WITH S1EET TALE NE Rr?�' • �1DJ/�cc►•�• 1 1L 1 1 t 2,144-t 1/ EXTERIOR GLUE UNLESS OTHERWISE NOTED. STRUCTURAL T��RAL NOTES j 4 T x 4 M dr za � }W lyl.4 14. CERTIFICATE OF INSPECTION FOR EACH GLU-LAN TM WE4.D 5HkL � Tip � IBEAN FROM AN APPROVED TESTING AGENCY TO BE NOL-0 AT 'm N:K» �+ K4coNs DOLT m z) U3Q 3T G41T w^JNNwIG r''OR /►l.l. SURwITTtD To AND APPROVED BY THE SL00. DILPT. 010 mm"11" or .0ap "P 4GODC pte". / / OR �� W �a, OOLT''3 pXCL_rT T" 056 M",J /HOLD �MRJ PRIOR TO ERECTION. cN fJ1�V Tw 1N1111 0 O i�►�10t�► r . * Ltd O I S. ALL POSTS SMALL HAVE CONNECTIONS B TOP AND OATS COIBAMTY OP"T DrECTolk, DATE OTT ENNUI E]R BOTTOMS WHICH SHALL BE SIMPSON -cc-. •CB-, OR 40404" CPR -BC KALI SASS- UNLESS SPECIFICALLY DETAILED SLEET •�_OF 43 bTMERMISE. 1',ATE - VOID - APPROVED d r- " � ORA/Mg 1" 14 OF 43 T , CITY row= i ---� CROSS HATCHED SIDEWALK PROPOSED PER CRY — `� SITE AMENITIES °R"G "°. '= CONSTRUCTION PARK LEGEND ._CON$TRUCTION NOTES SIGNAGE p-1 QUANTITY AIC ASPHALTIC CONCRETE SYMBOL DESCRIPTION THIS SHEET ir ffiDE AT THIS rc CONC. MOW Cli COLD JOINT El MIN. 4" THICK NATURAL COLORED CONCRETE WITH LOCATION D-1 CURB LOCATION OF RESERVED HANDICAP PARKING CENTER LINER MEDIUM RETARDENT FINISH E.J.'S TO _ CONCRETE BENCH BY DURA ART STONE. MODEL;#S -6M SACKED FINSH SMOOTH 7 SPACES AVAlLAB1.F SIGN. 9L CLEARANCE ( OCCUR AT 16' O.C. MAX. PICNIC SLABS INSTALL 6"x6", 6-6 � CONC CONCRETE E.W.W.M. AT MID DEPTH. HEAVY BROOM FINISH A M WITH GLOSSY SEALER COATING. COLOR-STONE GRAY. v DIA. DIAMETER 0 MIN. 4-THICK NATURAL COLORED CONCRETE WfTH RECEPTACLE BY DURA ART PRODUCTS. MODEL#�TR -D3 LOW PROFILE TOP 23 CONT. CONTINUOUS ® TRASH RECEPT MEDIUM RETARDENT FINISH AND 4'x4'GRID PATTERN WITH STEEL LINER. BOLT RECEPTACLE TO CONCRETE SLAB PER DETAIL B,SHEET 0.2 D.G. DOUGLAS FIR _ EXISTING DRIVEWAY APPROACH EA EACH UNLESS OTHERWISE SHOWN. E.J.'S TO OCCUR 18'O.C. 8'CONC. N,DRINKING FOUNTAIN$Y HAWS. MODEL #3150 SEE DETAIL F,SHEET 0.4. 1 PER DWG.Na 138 E.J. EXPANSION JOINT MAX.SCORE LINES TO OCCUR AS PER PLAN. � . Q C 0.1 MOW CURB PICNIC TABLE BY DURA ART PRODUCTS. MODEL#OPT-4.TO BE SCAKED FINISH SMOOTH 10 EEQUAL MIN. 8-THICK NATURAL COLORED CONCRETE WITH MEDIUM ST. EXISTING 3Q EXIST. I ® WITH GLOSSY SEALER COATING. COLOR TO BE STONE GRAY. FTG. FOOTING BROOM FINISH AND 8'x6'GRID PATTERN. CONCRETE BAND TO GALVANIZED BE 180 WIDE WITH SMOOTH TROWEL FINISH. E.J.'S TO OCCUR GAL® BARBECUE BY IRON MOUNTAIN FORGE. MODEL#�200X ROTATING GRILL.AVAllJ1BEL THROUGH 4 ENTRY A H.B. HEADER BOARD , AT 16'O.C. MAX IN GRID PATTERN AS SHOWN. PAVING PACIFIC DESIGN (714)846-46.SEE DETAIL M,SHEET 0.t. 0.t M.B MACHINE BOLT 88 7 MAX. MAXIMUM y Q MIN. 8" THICK NATURAL COLORED CONCRETE WITH ATURRAAL OCCUR 16' O.C. MAX. IN PATTERN AS SHOWN WITH 6"x6", FQ BARBEOUE BY IRON MOUNTAIN FORGE. MODEL#I 22OX DELUXE PEDESTAL GRU.AVAQABEL 2 MIN.NAT. NNAUR MEDIUM RETARDENT FINISH E.J.'S TO THROUGH PACIFIC DESIGN(714)846-4886. SEE DETAIL M,SHEET D-1. OMIT BY 0 N.T.S. NOT O SCALE MI . 8" TH M. AT MID DEPTH. � F 5 MIN. 8" THICK NATURAL COLORED CONCRETE WITH S ENGINEERS PLAN - SHEET G2 O.C. ON CENTER R MEDIUM RETARDENT FINISH SCORE LINE FOR PERIMETER FENCE & MOW CURB Y 1 W p,A. PLANTING AREA PATTERN TO OCCUR PER PLAN. E.J.'S AS SHOWN. OMIT 0 ® F� P� PROPERTY S � � �L © LATEXITE COURT SURFACING SYSTEM INSTALLED OVER R.S. RE8AWN ., CONCRETE PAVING, INSTALLED PER DOSS TENNIS COURTS N-WILLIAMS. MODEL* 0 �j� RECOMMENDATIONS. CONTACT JIM DOSS (909)659-2929. BASKETBALL POST,HOOP AND BACKBOARD BY PATTERSO 0.5.AVAILABLE THROUGH KEITH VINT S ASSOC. a R. RISER INSTALL PER DETAIL E ON SHEET D5. 1536-11-8131.SEE LAYOUT DETAIL E, SHEET LIGHT LOCATION.SEE SHEET E1 FOR LIGHTING �`� R.O.S. ROUGH SAWN (714)898-2318. AND DETAIL I -SHEET D3 FOR POST BASE DETAIL RWD. REDWOOD ROUGH COAST RECREATION 2 P SYMBOL IN PARKING S.L. SCORE LINE © CONCRETE MOW STRIP. E.J.'S TO OCCUR 4'O.C. MAX. . SHEET LANDSCAPE STRUCTURES FITNESS STATIONS AVAILABLE THROUGH PAINT HANDICAP (714)553-8065. LOCATE SIGN AS SHONM ON DETAIL D,SHEET D-5. SPACES-(6 LOCATIONS TOTAL) Q � w' So. SQUARE S48 SURFACED FOUR SIDES ® TOT LOT SURFACING. SEE SHEET D6 4 y a �• STD. STANDARD H SH / d �Y �• �''� T.F. TOP OF FOOTING ® MIN. 4-THICK x 17 WIDE NATURAL COLORED CONCRETE J TRA LANDING ADJACENT TO PARKING SPACES AS SHOWN. 1 D4 D1 ENCLOSURE _�` � � '� F� 1 T.W. TOP OF WALL O SIT UP 100058 WITH SKIN T. TREAD FINISH TO BE MEDIUM BROOM SEE DETAIL F-SHEET D2. ,.- 7BF✓ TYP. TYPICAL 3 `�� % � 'O. o d r8'• �• W.I. WROUGHT IRON ® 8-WISE x ig'DEEP NATURAL COLORED CONCRETE CURB WITH PULL UP 100061 WITH SIGN 1 Q TyA b a E J a W.W.M WOVEN WIRE MESH MEDIUM BROOM FINISH. R MOVABL a © ALL STEPS AND CHECK WALLS ARE TO BE NATURAL COLORED �---a BIKE RACK BY CYCLOOPS. MODEL#2170-7 COLOR TO BE BLUE POWDER COAT !BOLLARD CONCRETE. STEPS AR TO RECEIVE MEDIUM BROOM AND CHEEK PACIFIC SITE COMPLEMENTS I 1 D-I ID a •�T PA �� CROSS HATCHED SIDEWALK PROPOSED WALLS ARE TO RECEIVE LIGHT BROOM FINISH. TO MATCH PLAY EQUIPMENT. AVAILABLE THRU C C S � I a� (949) 509-7483 CONTACT:JOHN WELLING wnmnp, �� (`R PER CITY DRWG NO. 1308 `-� �I ,r'O+ 1 ��,d © COLORED 6-WIDE x 1 Z DEEP NATURAL CONCRETE MEDIUM BROOM FINISH. S E DETIIL C -SHEET D2. BAND WITH 4 -y - a A2 EDGE OF ' 2 d ,a, D-1 COLIC. NOTE:ALL SCORELINES ARE TO BE SAW CUT.SAW CUT IS TO NOTE: ALL WROUGHT IRON FENCING IS TO FOLLOW 4 c�' F,, F71 �� , 'o -�% I BE 1�e'DEEP MINIMUM THE CONTOURS AS SHOWN ON THE ENGINEERSPUMP ENCLOSURE EDGE OF F✓. � , PLAN - SHEET G1 - G4. ALL WROUGHT IRON IS A 0.2 CONC � ,. �• �J• LIGHT LOCATION.SEE SHEET E1 FOR LIGHTING TO BE INSTALLED 5' - 0" FROM EDGE OF g F� 1 SEE SHEET G2 AND DETAIL H -SHEET D3 FOR POST BASE DETAIL -- CONCRETE. 4 w PA FOR PARKINGNOTE: ,�a FK LOT LAYOUT ALL RADII ARE TO BE 24" e� �.• �. RESTROOM , �' UNLESS OTHERWISE NOTED ' SEE ENGINEERS PLAN -.SHEETS G6 �'a, ' g -d SEE SHT•Al-A4.. A F� 2 ,� W.I. p -4. 7 & G7 FOR ALL HARDSCAPE LAYOUT ccs a. F� ,. �' 1 ,d GATE D-1 wIo I. & DIMENSIONS C rCONC. MOW 7 y �✓ �y NOTE: 1 CURB..� 4 ~► �� ► � � / m �,. 2 ' as SEE CIVIL ENGINEER'S PLANS 'a �� aF Z FOR DRINKING FOUNTAIN 0.a ::.:: : :::: :::. :: ;,� 4 2 �►`` �. g 1 a D-2 POINT OF CONNECTION E✓ SEE SHEET Da FOR E.J• �� Q. o ` TOT LOT EGIUIPMENT ® TOT LOCATION OF HANDICAP a •a PARKING ONLY SIGN - VAN d q SEE GRADING SEAT LOT ACCESSIBLE WHERE E� $ = - PLAN-SHT.G2 D-2 WALL ? SHADED AREA INDICATES APPLICABLE -TYP. a �P G h OVERHEAD STRUCTURE-SEE (6 SIGNS TOTAL) T M e �CK�NG, ..... F �. SHEET D-4 TAIL D TOT LOT ® .� InIA{.l. d-2 rl,�►N-SNI. ace sCONC. E.J Q01 EDGE w, ,. W.I.c " r 8- 5 1/2RISERS E 0 FENCE 0.1 4- 15" TREADS , SEAT WALL- F _ v k SEE GRADING D2 D O CHEEK WALL 7 J CONC. 11 M SEAT V � � v 2 PLAN-SHT.G3 D-2 D-2 &HANQRAI E.J STEPS D-2 D-2 WAIL F RETAINING WALL IeE M SEE GRADING PLAN t�V &HANDRAIL D-20.2 SHT. G2 `E� p EDGE OF 3 - R g�R b EDGE OF �� 2 CONC. 0.2 ti >• 1 -p, D-2 CONC. q HISTORICAL ' • /" CONC. CURB E O HANDRAIL TO RUN CONTINUOSLY ® • �• D•2 MARIE � E� 'a ••:�:� �• _ &HANDRAIL D-2 2-2 F OM PARKING LOT TO PICNIC AREA SHADED AREAS INDICATE v OVERHEAD STRUCTURES-SEE W...::. W •.• •. .. :.. : .:;. •r �. ::::..:.::�:•.......::..:.::::W.. EDGE OFBFEET D-6 a M S q9 Q :...... :.:., . OONC. - PAR COURSE D C LIC. NO- 1283 C) fTA110N 0.5 SEE SHEEL G' )I, SEE SHEET DS- 3 F - -- - -- --- �!i O FOR BLOW-UP _ - DETAIL A D5- DE AI C DATE FOR BLOW UP 1 wt -- -- - S 7/7 PAR COURSE C STATION p-5 D2 BBO'S ARE TO BE SPACEDWJ "1 T APART - - FOR E.J. SHADED AREAS INDICATE :: - - -- --- --- ---- --- Tly rteOVERHEAD STRUCTURES-SEE I W.1. P 2-6 AREA SHEET D-b W.I. GATE D-1 WIDE :- k.. REVISIONS PER ADDED RETAINING WALL FENCE 0.1 F✓ �� FENCE 0.1 ©'11/7/00 REVISIONS PER CITY COMMENTS /3/3/00 SCALE I w�' Q 8"CONC. 7 1 -iN-HOUSE PLAN CHECK -+ MOW CURB E. `! -!DESCRIPTION OF REVISION DATE CITY APPROVAL THESEPLANS WERE BY: - - _ FOR PRIVATE USE 8"CONC. LAND CONCERN, LTD. INITIAL DATE DRAWN MS INCURS 1750 EwW Dmm Avg k ►''. Swft Ma,CA 22705 CHECKED E.� - . : (714)2SD-622 Fag714) 704M DE i DATE: 10-27-95 SIGN LICENSE NUMBER 1283 FILE RECOMMENDED y 1�. . CITY OF RANCHO CUCAMONGA COMMUNITY DEVELOPMENT DEPARTMENT E.Jc ; VISTA PROJECT NAME -- __ -_-_ ---- - --- - --------- _.._.__. 4 B a LA MISSION PARK ..ISHEET TITLE W CONSTRUCT-ION PLAN RCE 24953 CHURCH STREET DATE ,pollur�TY oPMENr aRECiOR DATE ATE ' - ' CITY ENGINEER KEY MA _ - T . . APPROV61&W' N.T.S. r.- a _ SHEET C-1 OF 43 DATE BUILDING OFFICIAL APPROVE DATE[.:' - CrrY PLANNER DRAWING NO. PROJECT SHEET NO. 15 OF43 i i SITE AMENITIES NOTE: ALL RADII ARE TO BE 24" --�-. -._ N TRi)CTP 41 QUANTITY N NOTE v SYMBOL DESCRIPTION THIS SHEET UNLESS OTHERWISE NOTED a MIN. 4"THICK NATURAL COLORED CONCRETE WITH ( MEDIUM RETARDENT FINISH E.J.'S TO CONCRETE BENCH BY DURA ART STONE. MODEL;#E S-6M. SACKED FINISH SMOOTH 2 OCCUR AT 16' O.C. MAX. PICNIC SLABS INSTALL 6"x6", 6-6 ® WITH OL033Y SEALER COATING. COLOR-STONE GRAY. E.W.W.M. AT MID DEPTH. HEAVY BROOM FINISH AT RAMP !,J -- PER ADA CODE. ® TRASH RECEPTACLE BY DURA ART PRODUCTS. MODEL#E TR -D3 LOW PROFILE TOP 7 a W MIN. 4'THICK NATURAL COLORED CONCRETE WITH WITH STEEL TUNER. BOLT RECEPTACLE TO CON ETE SLAB PER DETAI SHEET D-2 UNLESS OTHERWISE MEDIUM RETARDENT FINISH AND 4'x4'GRID PATTERN f � � r � ^� LINES TO OCCUR AS PER SHOWN. PLAN.� 1�O:C. � DRINKING FOUNTAIN BY HAWS. MODEL#3150 SEE DETAIL F, SHEET D-4.Q 0 MAX.SCORE j ® PICNIC TABLE BY DURA ART PRODUCTS. MODEL#E 8PT-4.TO BE SACKED F141SH SMOOTH 5 3❑ MIN. 8'THICK NATURAL COLORED CONCRETE WITH MEDIUM � WITH GLOSSY SEALER COATING. COLOR TO BE STONE GRAY. BROOM FINISH AND 8'x8'GRID PATTERN. CONCRETE BAND TO BE 18"WIDE WITH SMOOTH TROWEL FINISH. E.J.'S TO OCCUR ATC. MIN GRID PATTERN AS SHOWN. ® BARBEQUE BY IRON MOUNTAIN FORGE. (MODEL#F 20OX ROTATING GRILL.AVALABLE THROUGH 5 ---- ��---�.AX PACIFIC DESIGN (714)846-4885. SEE DETAIL M, SHEET D-1. r ® MIN. 8"THICK NATURAL COLORED CONCRETE WITH BARBEQUE BY IRON MOUNTAIN FORGE. MODEL#E 22OX DELUXE PEDESTAL GRILL. AVAILABLE 0 MEDIUM RETARDENT "FINISH E.J.'S TO 6" ®® THROUGH PACIFIC DESIGN(714)846-4886. SEE DETAIL M.SHEET D-1. IGOCCUR 16' O.C. MAX. IN PATTERN AS SHOWN WITH 6x , , 6-6 E.W.W.M. AT MID DEPTH. OMIT 0 MIN. 8"THICK NATURAL COLORED CONCRETE WITH ~- w. � MEDIUM RETARDENT FINISH SCORE LINE KEffH ViNfln am eel a. PATTERN TO OCCUR PER PLAN. E.J.'S AS SHOWN. OMIT © LATEXITE COURT SURFACING SYSTEM INSTALLED OVER 0 CONCRETE PAVING, INSTALLED PER DOSS TENNIS COURTS -�- BASKETBALL POST, HOOP AND BACKBORAD BY PATTERSON-WHiAMS l . MODEL# 2 INSTALL PER DETAIL E ON SHEET 05. 1536-11-8131.3EE LAYOUT DETAIL E, SHEET D-5.AVAILABLE THROUGH KEITH VNT b ASSOC. RECOMMENDATIONS. CONTACT JIM DOSS(909j 659-2929. i (714)898-2318. > LANDSCAPE STRUCTURES FITNESS STATIONS AVAW_ABLE THROUGH COAST RECREATION 1 © CONCRETE MOW STRIP. E.J.'S TO OCCUR C O.C. MAX. (714)553-8065 PER DETAIL D, SHEET NO. D-5 ��/ I l ® TOT LOT SURFACING. SEE SHEET D6 STEP UP 100062 WITH SIGN 1 G GV� ® MIN. 4'THICK x 12'WIDE NATURAL COLORED CONCRETE ` 7 CONC. MOW C LANDING ADJACENT TO PARKING SPACES AS SHOWN. �---� BIKE RACK BY CYCLOOPS. MODEL# 2170-7 COLOR TO BE BLUE POWDER COAT Q 1 V CURB D1 FINISH TO BE MEDIUM BROOM SEE DETAIL F- SHEET D2. TO MATCH PLAY EQUIPMENT. AVAILABLE THRU: PACIFIC SITE COMPLEMENTS I (949) 509-7483 CONTACT: JOHN WELLINGv J ® e"WIDE x 18`DEEP NATURAL COLORED CONCRETE CURB WITH 7 MEDIUM BROOM FINISH. ALL STEPS AND CHECK WALLS ARE TO BE NATURAL COLORED NOTE: 4 CONCRETE. STEPS AR TO RECEIVE MEDIUM BROOM AND ALL WROUGHT IRON FENCING I TO FOLLOW CHEEK WALLS ARE TO RECEIVE L 3HT BROOM FINISH. THE CONTOURS AS SHOWN ON THE ENGINEERS PLAN - SHEET G1 - G4. ALL WROUGHT IRON IS I w © 6-WIDE x 12'DEEP NATURAL COLORED CONCRETE BAND WITH MEDIUM BROOM FINISH. SEE DETAIL C-SHEET D2. TO BE INSTALLED 5' - 0" FRO EDGE OF ' 1a. CONCRETE. E 00 NOTE: ALL SCORELNES ARE TO BE SAW CUT.SAW CUT IS TO EDGE OF �'. A 1 W BE 114'DEEP MINIMUM. -� SEE ENGINEERS PLAN - SHEET G5, c� �RMOW c. CON1SEE SHEET Cl FOR CONSTRUCTION LEGEND G6 & G7 FOR ALL HARDSCAPE CON. Mow D1 CURB Z LAYOUT & DIMENSIONS : m r ui ,v J. W.I. P (2) 6-0- GATE kD1I W115F > rE W.I. E W.I. J IC4fr-=AT40K.SEE-SREET E2 D1 FENCE D1 FENCE FOR LIGHTING AND DETAILr,I-SHEET D3 �-+1 FOR POST BASE DETAIL �CC EDGE OF W I E.J. G3 FOR T1yjS CONI. D1 `� A E.J K E.J. Q �4k m 3 � E.J. ��• �' � 4 E.J. •`' EDGE OF A2 B �t �, F 5 ❑ CONC. 1 Di C .; 5R wE.J. ---- =O \ • CROSS HATCHED SIDEWALK E.J. w w \ N.I.C. BY OTHERS. PROPOSED XISTING WALL PER CIVIL E, = ENGINEER'S PLANS Q SIDEWALK PER CITY DWG. NO. V ® E.J. E.J. 1306 W BASKETBALL COURT E KEY MAP ❑5 z . E.J. E.J. ❑ N.T.S. CONC. MOW �. D1 CURB 7 ' E.J C. O. 1283 ---- L� - -- --------------- -- ---- --- - w PAR COURSE E.J. EDGE - - - PAR COURSE ✓ ® 1 -�---- -- - D5 STATION W.I. 1 6-0- SEE SHEET D1 - DETAIL L FOR , --� - GATE p1 --- t --------- F BLOW-UP- TYPICAL - ----- - ----- LIGHT LOCATION. SEE SHEET E2 7 CONC. MOW C -_-- -CURB ---- FOR LKGHTING AND DETAIL H D1 SCALE 1 ffm%W __-_-- -SHEET D3 FOR POST BASE DETAL ` Q► 1 REVISIONS_ _PER CITY COMMENTS /3/3/00_ _ n► __ / m rIN-HOUSE PLAN CHECK d \' rn m ` ----iDESCRIPTION OF REVISION -- — DATE,1 - 4i � ' c- CITY APPROVAL W uj E W I � THESE PLANS WERE PREPARED BY FORPRIVATE. v�TE ueE D1 FENCE LAND CONCERN, LTD. _jNIT14, DATE 1790 EAM Do"Awww DRAWN - + _ EDGE OF A2 � `' &NO Ann,CA 22M ':. ... CHECKED ED (7412 Fa*714) 7�1MrCONC. DATE: 10-27-95 DESIGN -- +7 2 12'- P W.I. *� (• w �` LICENSE NUMBER 1283 FILE RECOMMENDS _ (r D1 OATS CITY OF RANCHO CUCAMONGA WIDE �jCOMMUNITY DEVELOPMENT DEPARTMENT LuPROJECT NAME TERRA VISTA LA MISSION PARK -- --- ----- CROSSHATCHED K N.I.C. BY OTHERS. SHEET TITLECHURCH STREET PROPOSED SIDEWALK PER CITY DWG. 149 CONSTRUCTION PLAN 1� RCE 24953 DATE7711 L"TY ENT ECT DATE TTY ENGINEER -- --- - APPRO _- DATE BUILDING OPPKAAL SHEET C2 OF 43 - .. , APPROVE_ PC.AIVFIER ' DATE y 1«� ,• DRAWING wo. 1577 PROJECT SHEET NO. 16 OF 43 .-�. '--p& f--% JN10T.Ea- KI MOW CURB 1� MIN. 4"THICK NATURAL COLORED CONCRETE WITH ❑7 CONCRETE MOW STRIP. E.J.'S TO OCCUR 4'O.C. MAX. ��' \� PAR COURSE D C MEDIUM RETARDENT FINISH E.J.'S TO (� �J ��, STATION D5 D2 OCCUR AT 16'O.C. MAX. PICNIC SLABS INSTALL 6"x6", 6-6 ® TOT LOT SURFACING. SEE SHEET D6 E.W.W.M. AT MID DEPTH. HEAVY BROOM FINISH AT RAMP �, -- PER ADA CODE. MIN. 4'THICK x 17 WIDE NATURAL COLORED CONCRETE A '�" 20 MIN. 4"THICK NATURAL COLORED CONCRETE WffH LANDING ADJACENT TO PARKING SPACES AS SHOWN. 3 MEDIUM RETARDENT FINISH AND 4'x4'GRID PATTERN FINISH TO BE MEDIUM BROOM. SEE DETAIL F-SHEET D2. UNLESS OTHERWISE SHOWN. E.J.'S TO OCCUR 16'O.C. S E6 IN IA SEAT MAX.SCORE LINES TO OOCUR-AS PER PLAN: � 1 p 6'WIDE x 18"DEEP NATURAL COLORED CONCRETE CURB OR PLAN ZHr4i -2 WaLL BAND WITH MEDIUM BROOM FINISH. 30 MIN. 8"THICK NATURAL COLORED CONCRETE Wf Hl MEDIUM BROOM FINISH AND 8'x8'GRID PATTERN. CONCRETE BAND TO BE 11 ALL STEPS AND CHECK WALLS ARE TO BE NATURAL COLORED O 12 Z 18"WIDE WITH SMOOTH TROWEL FINISH. E.J.S TO OCCUR AT 18• CONCRETE. STEPS AR TO RECEIVE MEDIUM BROOM AND CHEEK QC. MAX IN GRD PATTERN AS SHOWN. WALLS ARE TO RECEIVE LIGHT BROOM FINISH. ''`m 10 W �- �- ® MIN. 8"THICK NATURAL COLORED CONCRETE WITH Q 6'WIDE x 17 DEEP NATURAL COLORED CONCRETE BAND WITH MEDIUM RETARDENT FINISH E.J.'S TO WDIU>tBR OIAFlNkAi SEE.D.�TAIL C -SHEET D2. _ "_` v b OCCUR 16' O.C. MAX. IN PATTERN AS SHOWN WITH 6"x6", `" SEE ENGINEERS PLAN - SHEET G3 <>< m © 6-6 E.W.W.M. AT MID DEPTH. 1 t3 AVAIILABLE FROM: TH SILICA SAND # 16 OR EQUAL. \ MIN. 8" THICK NATURAL COLORED CONCRETE WITH McCLINTON MATERIALS FOR PERIMETER FENCE & MOW CURB MEDIUM RETARDENT FINISH SCORE LINE ��,�� 18430 COMPTON AVE. PATTERN TO OCCUR PER PLAN. E.J.'S AS SHOWN. KEY MAP , �) CORONA, CA 92881 -+ N.T.S. S• i LK3HT LOCATION.SEE SHEET E3 ® LATEXITE COURT SURFACING SYSTEM INS'T"ALLED OVER / NOTE.ALL SCORELINES ARE TO BE SAW CUT.SAW CUT IS TO Q' � � W � m --'` FOR LIGHTING AND DETAIL H � CONCRETE PAVING, INSTALLED PER DOSS TENNIS COURTS \ BE 1/4 DEEP MINNNUM. .. a - _ 7 -$HEFT DGi FOR POST BAgE DETAIL RECOMMENDATIONS. CONTACT JIM DOSS (909)659-2929. INSTALL PER DETAIL E ON SHEET D5. ® SHADED AREAS INDICATE F �� C 8"CONC. OVERHEAD STRUCTURES-SEE �! D1 MOW CURB SHEET D45 �, g NOTE: Q ALL WROUGHT IRON FENCING IS TO FOLLOW I 1 M SEAT THE CONTOURS AS SHOWN ON THE 7 0+ SEE SHEET D5 SEE D2 WALL MA 1'C ENGINEER'S PLAN - SHEET G1 - G4. ALL DETAILLLL FOR DETAIL B FOR a' hCYVE WROUGHT IRON IS TO BE INSTALLED 5' - 0" -� „ BLOW-uP_ �. SEClF R 27 51/2 RIE „ SERS &, --'�BLC)W-UP _ W.I. P 2 12'-o" SHEET T FROM EDGE OF CONCRETE. 18- 15 TREADS i t. GATE 1 WIDE E.J. �, q m W.I. E FENCE D1 NOTE: 0 C D PAR COURSE ALL RADII ARE TO BE 24 D2 D5 STATION UNLESS OTHERWISE NOTED } 1 7 7 SITE AMENITIES SEE ENGINEERS PLAN - SHEET Cl OIC. P PAR COURSE c D FOR ALL HARDSCAPE LAYOUT & F� STEPS D2 STATION D2 5 QUANTITY DIMENSIONS SYMBOL DESCRIPTION THIS SHE-,ET 11 ® CONCRETE BENCH BY DURA ART STONE. MODEL;#S -6M. SACKED FINISH SMOOTH I Q NOTE: E� , ti _p- p W.I. -I LIGHT LOCATION.SEE SHEET E3 WITH GLOSSY SEALER COATING. COLOR-STONE GRAY. WIDE D1 GATE g FOR LIGHTING AND DETAIL H SEE CIVIL ENGINEER'S PLANS �9. 7 -SHEET D3 FOR POST BASE DETAIL ® TRASH RECEPTACLE BY DURA ART PRODUCTS. MODEL#TR -D3 LOW PROFILE TOP 4 a� FOR DRINKING FOUNTAIN W STEEL LINER. BOLT RECEPTACLE TO CONCRETE SLAB PER DETAIL B,SHEET D-2 ^� s•-p- D O CHEEK WALL EDGE OF A2 IJ POINT OF CONNECTION '� TYP D2 D2 A HANDRAIL E J d CONC. D1 O DRINKING FOUNTAIN BY HAWS. MODEL #3150 SEE DETAIL F, SHEET D-4. 8' C. C ® PICNIC TABLE BY DURA ART PRODUCTS. MODEL#8PT-4.TO BE SACKED FINISH SMOOTH 2 MOW CTB Dt d WITH GLOSSY SEALER COATING.COLOR TO BE STONE GRAY. \ Y E.J. ® BARBEQUE BY IRON MOUNTAIN FORGE.MODEL#200X ROTATING GRILL.AVALABLE THROUGH 2 IQ 8"CONC. C , . _z MOW CURB D1 �h PAC DESIGN (714) 4885 SEE DETAIL M, SHEET D-1. 7 ®® BARBEQUE BY IRON MOUNTAIN FORGE. MODEL#22OX DELUXE PEDESTAL GRILL.AVALABLE 0 d THROUGH PACIFIC DESKM (714)846-4886. SEE DETAIL M,SHEET D-1. K 4 E.J. OMIT r OMITIIA , SCgp E.J IINSTA66 PER + , �«<fi SCA BASKETBALL POST, HOOP AND BACKBOARD BY PATTERSON-WILLUMS. MODEL# 0 C2 '� 1536-11-8131.SEE LAYOUT DETAIL E, SHEET D-5. AVAILABLE THROUGH KEITH VINT&ASSOC. 714)898-2318- VV 1 vr E.J. LANDSCAPE STRUCTURES FITNESS STATIONS AVAILABLE THROUGH COAST RECREATION �s AREA `�'9rF OFCA (714) 553-8065 PER DETAL D, SHEET D-5 cA O SPRING UP10059 WITH 3K3N ® VERTICAL LADDER 100080 W"SIGN SEE SHEET Cl FOR CONSTRUCTION LEGEND � E.J.� V i CONC. Ir. s MOW CURB ' j BIKE RACK BY CYCLOOPS. MODEL# 2170-7 COLOR TO BE BLUE POWDER COAT p 1 -- �♦ TO MATCH PLAY EQUIPMENT. AVAILABLE THRU: PACIFIC SITE COMPLEMENTS --- — -- - -- E.J. (949) 509-7483 CONTACT: JOHN WELLING C 8"CONC. LIC.No. I - D1 - MOW CURB DATE --t ----- -- ------- 7 - 7 ----+ - - --- --- E.J. 7 -- lo �J• REVISINS PER ADDED RETAINING WALL_ 11/7/bo ' --- Q _REVISIONS PER CITY COMMENTS /3/3/00 . ,x__ W.I. E 12'-0' W.I. SCALE I" W' IN-HOUSE PLAN CHECK F.� C 8"CONC. WIDE D1 GATE - FENCE D1 --- DESCRIPTION OF REVISION DATE CITY APPROVAL - -- -- - THESE PLANS WERE PREPARED BY. � PRIVATE UBE MOWCURB W.I. 2 12' -0" - `� GATE p1 WIDE LAND CONCERN, LTD. _ __ I-NITIAL DATE 1750 East D"m Av"m DRAWN IMS -- !! Snob Ai,CA 827M CHECKED (714)2'.A�FW(716) 7A7,911� --+ -- - - DATE: 10-27-95 DESIGN LICENSE NUMBER 1283 - ----- FILE- ----- - RECOMMENDED+ + --- A EDGE OF --- iK1ZLi- 7 D1 0 CITY OF RANCHO CUCAMONGA COMMUNITY DEVELOPMENT DEPARTMENT PEDESTRIAN G PROJECT NAME TERRA VISTA BARICADE D3 g MISSION PARK --- - --------LA _-MISSION-PARK - _ ---- --- --- SHEET TITLE CONSTRUCTION PLAN CHUjjCjj �1 RCE 24953 DATE CgAWL TY Q"E DIRE DATE CITY ENGINEER CROSSHATCHED SIDEWALK EXISTMK3 _ ,,. -__ _ _ SIDEWALK PER CRY DWG. NO. 1449 ---- -- W Y APPROVE_ �,.�,„.,,T DATE �. 8�LDW4&'0FFKAAL SHEET Q-3 OF Aa - .�EXISTMIG DRIVE A APPROACH �� --PER DWG N0.144o STREET APPROVEDDATE L' , ;��Y PLANNER DRAWING NO.J,5-7 / PROJECT SHEET NO. 17 OF43 _.......... ........_ ......- I_ _ - - - - - - - -- - I 1 i I CONCRETE MOWSTRIP IS REWIRED ONLY AT MAINTENANCE • PROVIDE EXPANSION JOINTS ----- •112 RAD. TYP. ALL CONCRETE EDGES PROVIDE SCORE JOINTS • MAX m MIN. 8`THICK CONCRETE, FOR -� BOUNDARIES AND WHERE TURF IS ADJACENT. NOTE: LEAVE FOOTING S FINISH AND COLOR SEE PLAN SHOWN ON PLAN. -*CONCRETE PAVING-SEE CONST. PLAN. _ 4' -Or O.C.SPACING AND AT ALL cn TIII /1 / LOW TO ACCOMODATE THE MOW STRIP. • SAND SHALL BE CLEAN -s EXPANSION JOINT TYP. WITH 1/2` SRF AREA • --- ANGLE A RADIUS POINTS,E.J.• 112'. BULLNOSE EDGE t„ `J CONSTRUCTION SAND, MASTIC PER PLAN. NATURAL COLORED CNC. CURB W/ 0- \� 2D'O.C. a: FINISH SURFACE vJ FREE OF ORGANIC MATTER I �*CONCRETE PAVING-SEE CONST. PLJW. \ 112" X1 12"TOPRAIL 9GAUGE _ '_ d� SMOOTH TROWEL FINISH /.."""""""*"**"*""*"**""**"'**"'*""'*"'*****.....................................:' ••.' . .,-:.:.::: '' I (p I AND SILTS. - --*FINISH GRADE. ao 7` `)0 314 PI ETs 4'o.c. D w z O b - INC 12`BULLNOSE ♦ U t:: ::::::::::::::.:::...............................:::...:.:.:.:.:.:... 6 X 6 X 10 X 10 E.W.W.M j 1 1 WX 1 12•POSTS EVENLY SPACED •8'-0 4 -_ — ,f � I _ _ _ _ a: cc cc ® m cr Q cc cc ¢ cc o� •5,•ti•ti•ti 1• MAX. E •ftif•f'f'f•f•f• O.C. GAUDi I GR COVER a C OUND �t I o .. •L•ti•ti•ti•ti•ti•ti Y�, *_ h,' -♦ •ti•ti•ti•ti•ti•ti•ti•S.• �. �— 1 c�TURF -_ ti IS TO T 90% w w w www 3U8-GRADE BE A �o' w w w w C STRIP w uw - PROVIDE CONC. Mows I :�:�:•:• ' 2N ® SHRUBS � :':':':':':':':':':':':':':':':':':':'':':':':':':':':':'':':':':':':':':':':':':':':'::':':': � I cc; tr �, " > -� :.................,..........:....... v j 111111= a u= l u COMPACTION TYPICAL UNDER ALL TURF _ -# - '•'::::::.:.::::•:: :::,.: III syn v .r v � yM i• ar ■ r z z ;'A',X,z,, z �R, * f2l% f (11111= �J AREAS SEE DETAIL C THIS I- t4 1 b r' i-i ■ N a N N RIIuETER SHEET _ . • 1/2 DOWEL IN CARDBOARD A :':•:•:•:':•:.:.:•:•:.:•.......:.:.:...:...:•:.:...:.:.:;:.»>:.>:. :.:...:.:.:;:.:;.: 12'TYP. 6` 3` 3 3 6` 12"TYP. 6` ;r MIN. EXTENDED DOLLAR AT PE •COURT FINISH 1 T . . . . . . . . ....r. . :::.::#...:.: SLEEVE ®24`O.C. a ,� ,�_,V ,�' +�' ,� ► _ , , .► NOTE: REVIEW CONSTRUCTION N #.•.,• _ SURFACE MIN. 4 THICK CNCRETE, FOR 1 12•X1 112■BOTTOM . .� .'.......•........'..•.•...I............'............. .....'.•.'. ..•...•.•.•.•.•.•.•.,•.•.•.•.•.•.•.•.•.•.•.•.•.•.,•.•.•.•.•.•.•.•.•.•.•.•.... . ............................•.,.,......................-...,. o b .' :.._.•..:-:.: - x ;... ...•.....•.................. ............................... PLANS FOR THE LOCATION OF :.... - #E4 REBAR C(NIT. - �. 1 .. ................ r� :':•:�:' RAIL. 9 GAUGE a z ..1 ;, . ............•.'.'.•.•.•.':,....... ...................::...... d v ....- . ,.&-_. :.!..... ......�. �. - a#3 REBAR • 18r O.C. FINISH AND COLOR SEE PLAN 'y • ,.%".-:.:.: • _ __ - ...........:'::'::':':•:•:: L'r+►►r�r r'........�+.�.+►...,�.-ra►.... THE VARIOUS THICKNESS OF '. .'. l... I _� ..-.1:. — Al.-WELD A 9 GAUGE FLAT ,, :::.... --- �+ - _ li'_ _ ;; 112. BULLNOSE EDGE 4 R ® O.C.C. -11111 u- ,, -♦# EBAR 30`O ::':::::• _ �, _ - - CONCRETE ., I _2 _ CAP ON POST TOP OF �;_ - Y .:.,.. iii- I I li--'IIID a _ -•#4 HORIZON. REBAR CANT. -iv ..! '' ++lu_ I I -li 6" " #3 REBAR CONT ♦ to cc•r.. _ `; - E-, - T - w ' PANEL OBE FLUSH W/ — .•. .. _ ':':':':�.......... - I I F �? ........... .. •...•,... +t` FINISH SURFACE FS OR G - __ i — . s. 1 n. ............. ................ . y ... OF POST - . TOP ...... . .. .. L - ...... ... -- -- .................... SUB-GRADE IS TO •, ...,.......'..' - ■ z ,. .. F I .... ...... ... I � ...'.'..,.'.'........'....::..............................: b I�I; .;..;.............•::.:.:.:::.:. FILL WI DECK-O-SEAL .r - ............ T .....-.;:':•:•:"....'..............:.....:.....:.;:...:.;:.................:.... •.•.....•..'.'....'.......'.•..•.... ' -- (Z --1 TI - �+ +--a SUB-GRADE IS O BE COMPACTED TO * ♦.'..'.•.•.'.,::.... �. z CONCRETE FOO NG _ Ill�yl '.'.•.'.•.•.•.•.•.'.•.•.'.':.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•. TYPE 150 ............•:•.•.•.•:•.•.•.•.•.'.•.•.•.•:.•.•.'.•.•.•.•.•.•.•.•.•.•.•.•.. -- III.-- :' lIIfII : :':::::<:':::<'::::: - -•�--� 6 X 6 X 10 X 10 E.W.WA ......•...•.•.•...'...•.......•...•.......•.•.•.•.•...'.•.•.•.•:.•......:.•.•...•...•.•.•.•.•. ...'.'...'.'.'...'.'_...-.....•.•...'.•.•.•.•.......'.•.•.•.•.•.•.•.•:...... - -II -- . -- ihil ::.:.:.:.:.:.::.:.>:.:.: _ III COMPACTED TO 9096 9096 .............. ........... .............. CONCRETE GRADE .�.,.•..,,., •. .....•.•.•...•.............•.'... iJ •r•r•f•f•f•f•f NOTE:ALL W.I. FENCING MEMBERS ARE TO BE S(3UARE �,� SLOPE 3UBGRADE 2%TO - :.ii i Ililll= 18■ II1fC=` •1•�•ti•�-� �•ti _ ................. . ............................. BEAM Wl4-#4 REBAR •r•r•f•r•r r f•f ' 4 \� DRAIN. �... _-_- —� ti.ti•ti•,.•ti•ti ti ,..ti I TUBULAR STEEL STOCK UNLESS OTHERWISE NOTED. COLORA \--- - - --- rrrr.r•r•r r {�r�r SUB-GRADE IS TO BE AT 90% IS TO BE VERIFIED BY THE CITY REPRESENTATIVE ALL W.I. le _ CLASS 2 AGGREGATE. 1 *— -• WIDTH TO BE 6`(fit 8`BETWEEN TURF b GROUND �T' TOP&BOTTOM 111111 I ilii I111�-Ii COMPACTION I 11 . FENCING SHALL BE GALVANIZED. =11 �, --o 4`ABS SDR 36 PERFORATED - COVER /SHRUB AREAS OR 10r BENEATH FENCING TITIN= 6" —Iu : . M SUB-GRADE fs TO 11 I41 = DRAIN PIPE. REFER TO ENG. PLAN THROUGH TURF AREAS PER DETAIL P SUB90%COMPACTION MMI• EXTENDED COLLAR AT PERIMETER — --• PHILLIPS FIBER-SUPAC#4MP W/12` i 1 4 � iOVERLAP FOLD. I C C, 11E I TOT LOT EDGE i, C■ STRIP i �, �, i I eI I a � - ____ � - ________ --- 11, --- I ;� . �I C �As -�a. i . sA11 I � � o� cap. 1 " I "I :11 I I r ,ii �, (1: I AllAIIIIIIIIIIII! - I � I I __ __ 1 . ;::1 __ .11 . �� - -- - RESTROOM BLDG. WALL ,,, L, NOTE: CONTRACTOR IS TO REFER TO CITY OF RANCHO CUCAMONGA1 POURED IN PLACE SEE HINGE DETAIL AT ALL LETTERING fs CAST il i 04. 9'-6`AT PUMP ENCLOSURE CONDITION TRASH ENCLOSURE tOX4X8 MUSHROOM CAP COLOR 13._Or COMMJNITY SERVICES DEPT. ENGINEERING DIVISION FOR APPROVED CONC.• 14` IN CONCRETE-SEE DETAIL / TO MATCH RESTROOM BLDG. y CONC.TEXTURE FORM LINER. FOR 8K3N CONSTRUCTION AND PAINT SEE p-SHEET D1 3 1/2`GALV. STEEL SPECIFICATIONS. ■ i #4 HOR Q. REBAR ® 11 _ ' HEAVY DUTY HASP AND „,.' r 6X4X16 SLUMP BLOCI(-COLOR BACKGROUND PAINTED AMERITONE COLORADO O.C. EA FACE• -- STAPLE STANLEY SP r / TO MATCH RESTROOM BLDG. SLUMP BLOCK WALL :•:- :. -- ' :, BEIGE#288E. __'te �, r �� I 917 #4 VERTICAL® 32`O.C. SEE DETAIL I 11 - / / r -- - ----- -------- THIS SHEET REVEAL AND LETTERS RECESSED BACK 3/4`+ SURFACE IS TO 314`DEEP LETTER .'.•t....._.•.•.•.'.'. :• 1'/1 /// \ —1 1N X 112"BAR r #4 HORIZONTAL CONT. 32'O.C. I BE PAINTED AMERITONE SIERRA GREEN#174A. REVEALS •-- : :...:::::::::;p ::, 20i I // \\ f STOCK BRACING , r SOLID GROUT CELLS W/STEEL. 8`THICK OONC. SLAB 15.0` : ::..•..:-:.. a / \ I I . #4 VERT. REBAR ® 18` :�ii ':...:..... ... .... - / I 3-3r X 3r HEAVY DUTY i 1 . I I ,. Lr w / A I w I CONC. WHEEL GUARD I T-� O.C. EA. FACE ALTER ::'I.,<: _ ✓// �, \ HINGED EA SIDE b f ✓ #4 DOWEL •32 O.C. TO MATCH b i I I BEDS IN FOOTING :-.W-:.:.:.:. . ;r tri t TOP, MIDDLE,AND VERT. REINF.ALTERNATE BENDS SEE DETAIL K-THIS " •� T 12 : / /2' i � BOTTOM 10 W FOOTING b I , ' I SHEET FOR HINGE 2r X 314`REVEAL• '� U 2- 1/2`DIA. GALV. Z r r I I I DETAIL � i I I . �,_1..,.• ' . N I z CONC. WHEEL GUARD DONT. I I I 2-#4 HORIZ. REBAR .r r i, - I - I I I I PAIR OF V-W GATES ` TOP AND BOTTOM• •...:....>:` .... STEEL CANE BOLT I LA MISSI N PARK ,*:::::. :•:•:••:•:•::>:. . .,- .- .... :.'.•.•.'.•.... .•.•.,'.•.•:.•.,•.•.*...........'''' STANLEY CO. r 4 #4 REBAR CONT. i 2'CLR. ::.......... I. --- ---I I-- -----I SEEDETAILJ-THIS T_ .. :•:•:•:•:•:•:•:•. ' ......•.' • GATES. ::::::.. r r SHEET ,, I CITY OFR HO CUCAMONGA ...:. TYP F.G. '.'.'. �r & r 1009 TO SECURE a b F G. ti•ti ti ••.� 3/4 CRUSHED r r _I. i> I III I, I to �•r•f•f•f• AGGREGATE :::. .....: I b, 1.......•.# I 17 • l l l r : p I t..r..... I VF .:.:.: ....* .•.......•... - Z 10 Ct NOTE: FABRICATE PANELS AS A UNIT WELD AND GRIND SMOOTH ALL -z ::::': 4 . �: :. : w Z, TI A3 INC- PRI AT. AFTER '.� ';' -<:�:�:�:='>:�:�:�:�:�:�:�:�`:� :�>:�:�:=:�:�:�:�:�>:•.•. CONC. FOOTING S, JOINTS. APPLY GALVANIZING SPRAY AND Z RICH ME (� a _� .................. ............. w _. FY PARK PRIOR TO CONSTRUCTION ..., I ':� �:.>:.:.:�:.:<.:.>:.:.. � .•.•.•.{-.'.'.'.-..•..... .... v ■ ;^'; NOTE:CONTRACTOR IS TO VERT AR NAME i V� WELDING PANELS TO POSTS, CLEAN AND GRIND SMOOTH, TOUCH UP ..:.i:Ri***+*:i?f*:4;01 f:':::: . °� SEE SHEET D4 DETAIL J ''` „n PRIME COAT. APPLY 2 GATS SEMI-GLOSS RUST RESISTANT ENAMELNI ..:.:.:.:.:.:.>:.:.:.:.:. .:.: .:.: ..... t b ` *......... ENGINEERED BY SIGN - FOR ROOF DETAIL :.':.'.':.'.'....'...'.. � �V • ELECTROSTATIC SPRAY.METHODAFTER ERECTION. COLOR IS TO BE ii il�=its ... � .... .II CONTRACTOR FLAT BLACK. 24•PAN. '•COMPACTED SUB-GRADE PER SOILS - 3 CLR I I h �-- * SUB-GRADE TO BE AT SEE SHEET D4 DETAIL J ENG WEER PARK 1 D E N TI FI CATI O N ' �` -- - 90�ooMPACT1oN PUMP & TRASH FOR ROOF DETAIL - � C ��SU " V 'AL�. �; TRAS ENC LCIS U R E ELEVATION PARK IDENTIFICATION SIGN I : 11 ENCLOSURE FRONT ELEVATION . , I N - '� BBQ. UNIT IS TO BE IRON MOUNTAIN ' BBQ. UNIT IS TO BE IRON MOUNTAIN M „ 'T FORGE MODEL#200-X. BBQ. SHALL BE STANDARD MODEL __T ---- , Ill Q • PERIMETER ROPE - -• EYE BOLT 1 F( 1GE MODEL#200-X BBQ. SFU►LL W�� NUFACTURERS STANDARD NON-TOXIC RUST — FILLIPS INLEss ♦ BESTANDARD MODEL WITH WROUGHT IRON PAINTING NOTE. 8 � � I S MANUFACTURERS STANDARD RE IIST�RANT, BAKED ON BLACK, DRY POWDER FINISH.• - SLUMP BLOCK 1, S�1P -1 h O T I NON-TOXIC, RUST RESISTANT, t APPLY ZINC-RICH PRIME COAT AFTER WELDING PANELS E Q ATTACH LEADER TO --* EADER • M. 'PERIMETER ROPE AT I BAKED ON BLACK, DRY POWDER � _. TO POTS. CLEAN AND GRIND SMOOTH,TOUCH UP PRIM w ' s,� �� a f, I CORNER OF COURT I /2`DU SCH 40 FINISH. W' PICNIC TABLE - b... -- --0 ATTACH STEEL POST TO BLOCK k COAT. APPLY 2 COATS SEMI-GLOSS RUST RESITANT PVC SLEEVE SET WALL WITH 1/2r X 5"LAG BOLTS ENAMEL BY ELECTROSTATIC SPRAY METHOD AFTER U. _ _.-0 1 M'WALL THICKNESS SLEEVE FOR I� Q COURT SURFACE- INTO CNC. TO A AND LEAD SHIELD AT 12 O.C. ERECTING.FENCE. COLOR TO BE VI�IED.BY THE CITY . a�i �' 11 O 1283 J BBQ. POST. --__+ ENGINEER AND CITY PLANNER. - -:':':.............:•: : : . .... 3 X 1875 POST WELD --- SEE SHT. C3• DEPTH OF 2 112'. / _._ 11 i i" .... TE •.. �; r �r - 5l8'MIACHMIE BOLT WITH LOgCWG NUT ::.':' : -�,1 -3` i CLIP, AND GRIND SMOOTH, FILL �x / 11 , ... --- FINISH SURFACE A _ �. . I �' i . — I ,':':,:•:':.::.:':.:-:':.:' FINISH GRADE S.L. POST WITH CONCRETE 3� °I ti� �•.•.................. b l 1-�'( INSTALL DURA-ART _7z (3) -3`X3`HEAVY DUTY BUTT ;_� r' 1'-9r _,"_ STONE MODEL#7DS . � ' HNGE BY STANLEY 3 TOTAL J F ._ __ i " ....: b ;a FILE TOP W/S �� < LAN VIEW PROFILE TEE P .� 11 �� f.f. D TO T AND WEL POS P(�S �, a 1• / Y ... ... � ��a �'s^RTI �, , f f r . LINER TRASH r I , L ti• F HIN S .......... GATE RAME L(�ATE GE NOTES. .. ,.•.. '.•.•.•.•.•.•.•.•.•.•.•.•.•. .•.•.' .f.ftir ......'....,.. b • . I - _ . . . . AT TOP, MIDDLE,AND BOTTOM r, 1_� 1. PERIMETER ROPE SHA - ._ . .':': CONTAINER PER BE CONTINUOUS :.:.:.:. - --_ - - p r -- - ",,. ' :::: *t?a -- SPECS. SEE DETAl 8, of 2. ALL ROPES ARE T -`'� ...... - -- --- -- -- -- s -P - �s - C3 TRASH RECE TACL.E• _ SHEET�2. 22 GA CORRUGATED METAL ■ rfL,ti•ti, -, ::: •r 1 - R TE FOOTING ,.,-' 7 1_ N 3/8 YELLOW Na'a:,.fti• - -- - - — - - -- 3. 112' RAD. BUL •f•f• ....... -- P CONC E 00 I u� DECKING AND STEEL ANGLE `r 2°b ' � ... ...-. ,.......-...:..< � --_-♦ SUBGRADE IS TO BE I .0 GATES WITH DIAGONAL STEEL _ ... ----- -- --- ...'...;;.........::.. �Ir-�1' BRACING. SUBMIT SHOP - ---- CONCRET 3l8`ROPE• - + b ..... COMPACTED TO 9096 1 �". V -- __-- - -- '�` `--� - - .-------_1'C_T -- -- -- ___ 'I"`,rjr - DRAWINGS FOR REVIEW SEE DETAIL C - SHT. • * - - I r so. - -- ---- — ----- --- ----- . D2 FOR SIZE AND r -* __- _ . -___* ---a NOTE: CONSTRUCT A 4N THICK, NATURAL GREY CCN�iCR D ' -- --'----L -- --- sLABWITH MEDIUM BROOM FINIS oN BAs E TE HINGE DETAIL AT TRA S H .. BY SOILS ENGINEERS RECOMMENDATIONS. _- - - --------------- INFO ME �, �. y POSTA� � EUE ENCLOSURE / PUMP R00M -- -- - - - ------- F1. V 'A L E � CPICNIC MODULEGM _ -- �o ._ . _111., - 11 11 , I - _____ — ��:i' ___ - 1: I " ,: — _ 111111111IIIIIIIIIIIIIIIIIII 1 �141111111111111111 , 1 . • . I------- ; - .1 ", . - SEE PLAN FOR GATE Ni WELD A 9 GAUGE FLAT CAPON POST TOP '`" _ 3-112"DIA. VOLLEYBALL POST -__-- --- _ �•,/ INSTALLATION NOTES: �•''✓ N, WIDTH- 13'-0•MAX. / 1. 1. DIG FOOTING HOLE. SET POST FOOTING SLEEVE PLUMB AND \ �_.__._-_ OF PANEL TO BE FLUSH W/TOP OF POST TOP NETAND NET SQUARE IN CONCRETE FOOTING. TKEITH NT AND AVAILABLE M. 11 01 4 REVISIONS PER CITY /3/3/00___ - .__- IN HOUSE PLAN CHECK - _ � 1558.5 GRAHAM ST. __ _-_ 1 12' X 1 12r TOP RAIL (SO�U�GAUGE OF REVISION DATE�CITY APPROVAL ' 11 2. SLIDE BASE COVER OVER TOP OF REMOVABLE INSERT AS � � I t I• , 3. PLACE POST W/DOME TOP ONTO REMOVABLE BOLLARD INSERT 9 HUNTINGTON BEA --- - SHOWN 314■PICKETS • 4 O.C. (714)898-2318 THESE PLANS_ WERE PREPARED_ BY: Pwv_ -USE I 4: O\ 1 4. TIGHTEN HEX SOCKET SET SCREWS THRU POST INTO REMOVABLE POST W/DOME TOP i ` CONTRACTOR IS TO PROVIDE HEAVY DUTY BOLLARD INSERT PATTERS SR of T LAND CONCERN LTD. INITIAL DATE -� — — PART#2190- A04 LOCKAGLE CANE AT BOTH GATES. PRIOR TO - �� - \, __ ____ 5. SET THE BOLLARD TOP INTO THE POST FOOTING SLEEVE. _ OMIT '' 17�EartO•MSAwwu� �A M 6 6. ALLOW THE BASE COVER TO SLIDE DOWN TO GRADE, COVERING 11; SHOP DRAWINGS FOR APPROVAL BY CITY. FINISH GRADE ! NMS DEL Soft Ana,CA 92706 CHECKED _� _ _-_+ �� REMOVABLE LOCK. 3 (T/�28D22Fa714) 7d8M DESIGN - CONSTRUCTION CONTRACTOR SHALL PROVIDE 1-10 - ___----------- ------------- 7. FINISH IS TO BE POWDER COATED, COLOR IS TO MATCH AS 4 �_1 DATE. 10-27-96 W < d LICENSE NUMBER 1283 FILE ,RECOMMENDED' �.._._ 3 T ISO !'; _ REMOVABLE BOLLARD INSERT Y DRILL3Ar HOLE ON - _ _ 4 - CLOSE AS POSSIBLE OLD QUAKER #800-102 BEIGE. ;! I W 2 , PART# 2171 -A04 i � PROVIDE CONC. MOW STRIP TYPICALUNDER ALL r- I TURF AREAS 8'X10"SEE DETAIL 4I THIS SHEET. #n' PULLEY PLATE BEHIND BASE COVER '~ TCH TO ACCOMODATE CITY OF RANCHO CUCAMONGA PART# 2171 H06 U 1 W WALL THICKNESS 3•X3■TUBULAR STEEL POST '•'':':':•,'.•.'.•.'.'. :�- -. PADLOCK. COMM UNRY DEVELOPMENT DEPARTMENT . K.'. �11, - - -- --- - . . . . . . . . . . . . �/ o" POST FOOTING SLEEVE . '� 1 12'X1 12r BOTTOM RAIL.9GAUGE �:.'.' PROJECT NAME TERRA VISTA . PART# 2190 - A07 `' • 18`LAYER OF#16 SILICA BAND ' FS OR FG CONCRETE FOOTING FOR 3 X 3 POST . �-; . ... LA M ISS IO N PAR K Z CENT TO GATE :.:.'.:'...; --- -- --- — - -- --- VA LABLE FROM• SHEET::: #o. — — - TITLE 4 15 VERT REBAR — 11� ADJACENT A I _I 11 . i - � — �, - 111171i�, = I„I1_ W. DCO. S DETAIL SHEET11, „ _ , _ T 5 1 3/4'GALV. Xi O C - --- --- ------- _- - - 1111 f�� 13403M . �" 1 � �� _ �:-� � ...ice .�.�.•" SLEEVE. � '� HORIZTIESATI2` .� I ��`-�liiiil �� ii{il�—� ;r>�. ,. FOOTING - - 1 �_— CONCRETE 00 G — ■ b I l — I� . SIZE PER MANUFACTURERS 1f1' - � 1M■END PLATE 3`CLR m �lll l� =l ill1; - '.� . RECOMMENDATIONS VIII VIII 3!4 CRUSHED ---♦ bOTING �� RCE 24953 ..,�., FOOTING CTION � �� , 1 _ ' / l i l l 11— ,..-- - AGGREGATE SACC AREA --- - 11, ... -- 24" NOTE.ALL W.I. FENCING MEMBERS ARE TO BE 9WARE DRA NAG DATE UTY I�,�l/ - ENT DIRECT DATE CITY ENGINEER --�' 0 - - SATURATE AND COMPACT "''``, A�� SEE APPROVE I : SUB-GRADE PER GEOTECH Q v � A_{' ; 43 1 SOILS ENGINEER'S TUBULAR STEEL STOCK UNLESS OTHERWISE NOTED. COLOR -- """""" ENG. PRECI ADING DATE ; .�'" '�., "ll-DING Fill SHEET DI � I RECOMMENDATIONStoo" IS TO BE VERIFIED BY THE CITY REPRESENTATIVE ALL W.I. ! - ' ` " ,- 12".. * i ,��1, i� , DATE — _ � /579 r FENCING SHALL BE GALVANIZED. SHEET #1 APPROVED PLANNER Liy ;,.,tir� I LA= OVABLE BOLLAKUS __1* il We Im GAVE 1 __ ___ I'll) - � 111 �: 1 � �O LLEYALL POS :' PROJECT SHEET NO. 18 OF 4311 / :rte- __... , I � \ 1 1/2"DIAMETER X .83 TUBULAR STEEL *' " FINISH GRADE HANDRAILS. WELD ALL JOINTS AND BLOCK WALL SEE SMOOTH FINISHED 4„ CAP-CUT FROM D NATURAL COLORED CONC. CURB W/ w COLORED CONCRETE BLOCK GRIND SMOOTH. RAILING TO BE PAINTED DETAIL At THIS SMOOTH TROWEL FINISH ¢ ct DOLOR TO MATCH BLOCK SLUMPSTONE TOP 6 r\ WITH 1 COAT PRIMER AND 2 COATS SHEET 1/2'DIAMETER X .83 TUBULAR STEEL = EXTERIOR ENAMEL COLOR IS TO BE g ¢ ENDS BLUE TO MATCH THE COLOR OF THE TOT ' ;' HANDRAILS. WELD ALL JOINTS AND ' 1�•BULLNOSE a: --� ®� PLAGUE CENTERED ON SLUMPSTONE GRIND SMOOTH. RAILING TO BE PAINTED FACE OF 45°PLANE BLOCK TO MATCH LOT EQUIPMENT. WITH 1 COAT PRIMER AND 2 COATS 12" O 3"DIA. AND 6'DEEP HOLE, TO BE I EXTERIOR ENAMEL. COLOR IS TO BE I 6' ® PAR COURSE TRASH RECEPTACLE ATTACHED PER CITY RESTROOMS. FILLED WITH POUR ROC SEALER 1 1 BLUE TO MATCH THE SPECIFICATIONS 18X6X16 SOLID LOT EQUIPMENT. COLOR OF THE TOT 6' ® VOLLEY BALL :.:....:... : 518'RED HEAD LAG GROUT w' I � 1 ❑ 10 DEPTH f.r.r.f.r.f.f.f. w INSIDE RAD. 1"TYP. I Q a f1 f�Jt f L fL f1 fti f w 5J8"PRE-DRILLED HOLE 2-#4 VERT. REBAR Q OF SAND PAR ti.ti.,..,.ti•,-ti•. Q OUTSIDE RAD. 3'TYP. 12 �tirtirtirtirtir.r.r r z x \, Z / COURSE- 18' ..r.r•r-r-i:r�r�r CHEEK WALL, SEE Q 3'DIA. AND 6`DEEP HOLE,TO BE - �•� �•�•� ••• �- CONC. RAIN HOLE DEPTH SAND 0 ;ti . ti•ti•ti•ti ..... ¢ : DETAIL O, ❑ A -; FILLED WITH POUR ROC SEALER - -� SLAB THIS SHEET.a �' co / VOLLEYBALL COURT '�`� ` INSIDE RAD. 1'TYP. r `� `� / �:`l�• a> FINISH SURFACE 15"TYP ; OUTSIDE RAD. 3•TYP. _-- 2%SLOPE TO DRAIN !b ® i _ - ......• F ® VOLLEYBALL v I 1 NIS H SURFACE A CE ao I FINISH GRADE DE S 8' 1 I N COURT i` v jr UB-GRADE IS TO BE t= to 1 • 1 A T 9096 COMPACTION I , TION 6" - _ - fz FRONT ELEVATION I - - ,..; ::::.? #3 REBAR CONT. 0 - - -- - 1 I • PROVIDE SCORE JOINTS 0 MAX 4' -0" O.C. TOP RE g -I BOTTOM REFER TO SHEET# 2-#4 REBAR U :...:..... `-• lli - SPACING AND AT ALL ANGLE &RADIUS a ON EACH VIfAY __ ...•.•.•.•...-. .. ;, �: i� FOR LOVA � :-..w.-•w•. }:'!}wi• ::•: I ti 1 - -� POINTS -' - —-�SUB-BASE IS TO BE AT I i-- SUB-BASE IS TO BE ..:.:.:.:........:....;:.:.,.:..........:....:.. �' 90%COMPACTION AT 90% � � III Ca„�',�,-1ON SEE �T�u`",SHEET°' FOR ADDITIONAL TRASH RECEPTACLE "�t�ii "' ��'�T� VOLLEYBALL COURT DETAILS 90%COSUBGRDE AND ]RAI RAMP CONDITIOU, AND RAILSTEP CONDITION k, CC� c. AD H ®LOGIN DETAIL HfSTORICAL MARKER k 12 FLAT CONCRETE ROOF TILE ".• 1'-4" 1'-4' MATCH TILE ROOF AT • , REST-ROOM BLDG. #4 DOWEL TO MATCH VERTICAL REW. --�i/2'EXTERIOR PLYWOOD #3 TES 0 8`O.C. SEE R NO PED CR06SMKi M BELOW — 1/2'PREMOLDED EXPANSION JOINT TROWEL FINISH 15#FELT TAR PAPER ) 16X6X16 SLUMPSTONE BLOCK P�AN VIEW USIE F�AVE•'� FLUSH WITH ADJACENT MATERIAL 6X8 RAFTER I MATCH RESTROOMS COLOR FINISH GRADE 4"X4' I GROUT ALL CELLS SOLD - - 1 120 SQ.SLUMPSTONE COLUMN 1-1/2"STD PIPE ' 112'RADIUS CORNERS 4'X4'NAILER a I I 4-#4 VERTICAL REBARS 12' 6'X8"BEAM / SIGN (R49- 18'x 3�') I II I 3-#4 REBAR BOTH WAYS / t �� L I II �* — DRILL 318"DIA HOLES(TOTAL 6) u, I I CONNECTION RAFTER TO �+ I I I 40 CONCRETE SLAB �� tc i I COLUMN SEE DETAIL K 1 W/6"X 6'#101# —� - u I 10 W.W.M.AT � FINISH I � �. 6X8 PER GRADE �---- THIS SHEET I) MID-HEIGHT OF SLAB j IMETER BEAM 12` - I 16'X8"X16`SLUMPS �' `4' �� , ! 4X4 0 240 O.C. IN SKEWED PCC TYP. - I TONE 1 1 li IIS r i II i --II OVERHANG VE ANG I I SIMP SON "U'HANGERS - BL OCK t i' ti cc 6 XS r RAFTER 6 TOTAL I z O AL 4-#4 VERTICAL R E tv- b BARS 2-#3 RE CONT. BAR, 1 I lT ACX EXT. I I PLY SHEATHING �- - -��•-- '� :: CONCRETE FOOTI �`+ .........................................:.:.:. ::: '. =�� '• CURB AND GUTTER _ SATURATE AND CONCRETE FLAT TILE ROOF GROUT ALL CELLS SOLS - - :_1 I I SU A Mw. OF OM « � I 24 SQ. COMPACT 1 i � SUBGRADE COMPACTED I Z M ■ 2'-8"SQ. 0 RETAINING WALL SUB-GRADE TO 9096 _ W ~ ■ I J K NOTE:PIPE POST TO BE SET 1'_6" FROM-FACE OF CURB UNLESS OTHERWISE SPECIFIED RAFTER TO FOOTING DETAIL PICNIC SHADE SHELTER � PED . BCONCRETE LANDING4w N .:. PAINT BLOCK TO MATCH COLOR AND FINISH OF i' 1 -314"DIA. MACHINE BOLT TO " EA. 6 X 8 PERIMETER BEAM RESTROOM FACILLETY o STONES: RIVER WASHED GRANITE �1_ L L - ORCO BLOCK 3/18 518'DIA. X 4`LONG LAO 3Ar PLATE TYP. QPM;=S r ` v (TO BE APPROVED) = 95V MUSHROOM PRECISION I - 2-314 DIA. MACHINE Q �� q { NOTE: �� ESTING PLACE OF STONES �' CAP WITH METERED = - 6 X WOOD BEAMS � BOLTS TO HIP RAFTER s F .. TO ROVED BY THE CITY I l I I I CORNERS S`DU. X 6"LONG PIPE �0 16`SQUARE BLOCK COLUMN ° ARCHITECT. RETURN WALL(TYPICAL) a : . . SLUMP BLOgC SCH. -40, 5.563"O.D. 6 X 8 X 16 Al TONE IOEWALK Z # %' i► �+ as r/ ` ` '�\ ( UC.NO. 1283 CL. N \ HICK X 2112" ? 1 ru b 1- 114"T WEE ��a q - `,e ' u: �� r of ATI \ X 12'LONG STEEL TAB • • • O FINISHED SURFACE OR . z 2-3/4 DUI. MACHINE ''b- I a • ' ' FINISHED SURFACE cry o FIN ISH GRADE -SEE 'r BOLTS TO HIP OR FINISH GRADE- < GRADING SHTS. G2 G3 ' - _ - . . . - - . . . . . . . . . . . . . . SEE PLAN &G4 (RETAINING a CA CONDITION) NOTE. N SED NOTE: SEE CIVIL ENGINEERS I // \\ 6 X 8 HIP RAFTER(TYP.) M - �iili 1. COBBL S. PLANS FOR STRUCTURAL 1 DIA. AWL: INFORMATION AND STEEL III 2. 33% "19LOW GRADE REINFORCEMENT CONCRETE FOOT{NG 318"SEAT PLATE - -- - SCHEDULE- :•::•:•: •:•::a::... .. • 3. A WEEN STONES SHALL B SHT'S. G2, G3&G4. (SEE CIVIL ENGINEER'S WITH S"D'MORTAR, 1 PART CEMIE PLANS FOR SPECS.) ' Till �" 15'SQUARE 318" BASE PLATE -------- F -- ----SHEETS 1/4 -0 3-A13 TIES 02'ON CENTER G2 G3 8 G4 - ------ -- ------- ' 1/2 PARTS SAND. 2000 P.S.I. PORTLAND CEME �' AT TOP ---- --- :::.:.:.:.:.:.:.:.:.:.:.:...:.:... RETE. NO DRY PACK IS ALLOWED NOTE: WHERE HARD8CAPE IS RA 4-5/8'DIA DED TOO PLJ1� - - w. ADJACENT TO THEW R1 BOLT WE TE - -- - -- -- - --- A EXPANSION JOINT 16 CONNECTION ' " , - ---- ---- -- COBBLESTONE PARKWA SEAT WALL REo -- _ _-- - co -- -- RAFTER TO COLUMN u, 1/2"ACX EXT. PLYWOOD . .. FINISH SURFACE -SEE PLAN L t SHEATHING (32/16) FOR MATERIAL COLOR AND TEXTURE CONCRETE STEPS-SEE DETAIL L', VARIES-SEE CONSTRUCTION PLAN. THIS SHEET. REVISIONS PER CITY COMMENTS /3/3/00-—%1A; TILE ROOF: MATCH RESTROOMS HANDRAIL,SEE DETAILS Q IN-HOUSE PLAN CHECK 12 � SLIP RESISTANT, CONTRASTING COLOR STRIP DENOTING RISER, AND E, THIS SHEET. iDESCRIPTION OF REVISION DATE L CITY APPROVAL • F _ - 4X4 0 24'O.C. AS PER ADA REQUIREMENTS 1 5 - C� - PAVING-SEE CONSTRUCTION PLAN POURED IN PLACE CONCRETE CHEEK THESE PLANS WERE PREPARED BY: FOR PRIVATE USE e FOR COLOR AND TEXTURE '< WALL, COLOR AND FINISH TO MATCH LAND CONCERN, LTD. _ _ -----_- , _-- _ 6X8 HIP RAFTER INITIAL DATE ' EXPANSION JOINT WIMASTNC STEPS w 175ID East D"m AwMw DRAWN - COLOR TO MATCH PAVING #4 REBAR, -- MS Aim CA CHECKED + �, 2" STEEL REINFORCEMENT PER 5011 CONTINUOUS - — - --- - ;. / z (71 y 2�-�?Z Fa�714) 7�+Z� DATE: 1 x27-05 DESIGN g MIN. ENGINEER'S RECOMMENDATIONS ------- _ -- _._-- y: ........ ......... .....�.... #14 VERT. REBAR 0 - --- _ - - LICENSE NUMBER 1283 FILE RECOMMENDED L� SIApr ly ...... :.: 24•o.c. CRY OF RANCHO CUCAMONGA .•: �' � ::•• ti,ti, . � ....•.:. FINISH GRADE . '..�' .4 tia.� COMMUNITY DEVELOPMENT DEPARTMENT SLUMPSTONE COLUMN .::.:. �. ___ _ ---------- MATCH RESTROOM COLOR SUB BASE PER SOILS I PROJEcr NAME TERRA VISTA 15'4'SEE PLAN ' r ENGINEER a 11u' \ ' I FINISH GRADE/SURF k LA MISSION PARK ACE .: :: _ G 3'MAN. CL _ b CLEARANCE ... z VARIES SEE PLAN - .:.:.:.: :i+ ........ .......... .:'.�.�.• - SHEET TITLE 6• ...... ....... 1/7 BU - ::: _ LLNOSE dill - - - _ ---- y w = i -- STEEL REINFORCEMENT PERT _ DETAIL SHEET - I I !1 I x t....... A RETAINwG WALL/CITY STD. #B12. U p i SOILS ENGINEER'S RECOMMENDATIONS ' PAVING 12 CONDITION VARIES-SEE PLAN _ 6" - "` "` STEEL REINFORCEMENT EXTENDS W MIN. RCE 24953 " IITOSLABIB'IuNN. \ - DATE u TY OPAAE D1REC DATE CITY ENGINEER SUB-GRADE IS TO BE AT 90% APPROVEDCOWACTION _.------- - - -- Ii 4 DATE . B oIHC+�OFFICIAL� • - i �_ �, �, SHEET � OF � 4'CONCRETE SLAB WITH APPROVED YPLANNER7 9 " TYPICAL SECTION 6X6X6X6 E.W.W.M. PLACED ATDATE �/ ��a i oRAvvll�nlo. MID-HEIGHT OF SLAB CONOCRETE SCHEEK WALL `' PROJECT SHEET NO. 19 OF 43 EYEBOLTS: 518"DIA. EYEBOLTS IN L ONE HALF OF SPACING REQUIREMENT TOP OF STAKES BELOW HEAD OF TREE WHERE LOOP HOSES I GREATER THAN DIAMETER ` SHIELDS INTO 112'DRILL HOLES. SPECIES GROWTH HABIT PERMITS NEW RUBBER HOSE OVER WIRE AT 3 �� `T POINT OF CONNECTION (� LIMIT OF PLANTER AREA o � �r�� 2"DIA. LODGE POLE PINE STAKE WITH GREEN TRUNK TMP. _ 12 GA.GALVANIZED WIRE: SECURE TOP OF ROOTBALL TO EXTEND 2" Mig~ TYIN PLAN 3'-Or 6'-� -� VINE TO WIRE WITH NURSERYMAN'S Q, ABOVE FINISH GRADE ,�° �� PRESERVATIVE. DRIVE A MINIMUM OF 6"INTO TAPE. a��, a> O Uj - UNDISTURBED SOIL AND POSITION STAKES OUTSIDE TURN BUCKLE (TYP.) _ p ROOTBALL GALV. STEEL CABLE SPACED EQ. v NOTE: v� AROUND TREE-COVER WITH 3/4"DIA. X3' �, WALL a � < Z W g w - a MAW TRUNK ® m p p *� CLASS 200 WHITE PVC PIPE ANGLE BACK TO WALL,TRUNK OF 1. ALL SHRUBS AND GROUND COVER TO BE `b47 TIGHTLY COMPACTED 3'BERM TO w p Q -• 2 SETS OF CINCH TIES SPACED 24'APART ATTACH • ARBOR QUA N RD'OR EQUAL I 'e y VINE, AND REMOVE STAKE WHILE PLANTED AT EQUAL SPACING (TRIANGULAR) �'a' > FORM DEPRESSED WATERING BASIN. O J WITH GALVINUED SCREWS TO V LODGE POLES N ' _ U > g Z O p TURF AREAS ® SECURING VINE TO WIRES. UNLESS OTHERWISE INDICATED ON PLANS: a �c 12" 'ARBOR GUARD"IN TURF AREAS AND FRONT YARDS TOP OF ROOTBALL TO EXTEND SEE LEGEND FOR SPACING REQUIREMENTS. m 3 w MAX TOP OF ROOTBALL TO EXTEND 2"ABOVE FINISH GRAD \ 2"ABOVE FINISH GRADE FINISHLL EYEBOLTS FOR FUTURE USE T 4 VMOOD CHIP MULCH. � TIGHTLY COMPACTED 3"BERM TO ' GRADE 6"X 8"CONCRETE VINE 2. WHERE PLANTED ADJACENT OT WALLS w p O NATIVE BACKFILL WITH NO ROCKS GREATER THAN T COLLARS IN TURF AREAS ONLY. WALKS, CURBS OR SIMILAR LIMITATIONS, ALL •J•J.J- ' • • .J•J• • w � ? a' DIA. ;. FORM WATERING BASIN FOR REFER TO STANDARD DRAWING 506 \ / \ SHRUBS AND GROUND COVER SHALL BE I I ROOT_ - 3 p RESIDENTIAL AND GROUNDCOVER ,, �;I I;I g � � ~O J TIGHTLY COMPACTED 3"BERM TO FORM ; TURF APPLICATIONS PLANTED FOR PLANTING REQURIEMENTS. (F �� SPACING FT ONE- HALF THE DESIGNATED I BALL PLANT PIT TO BE TIMES THE WIDTH " I"' z < WATERING BASIN FOR RESIDENTIAL AND 60' 4'WOOD CHIP MULCH IN PLANTER ELEVATION FROM SUCH LIMITS. SEE LEGEND T ! _ (� GROUNDCOVER INSTALLATIONS. LOCATE OUTSIDE WALL FOR SPACING REQUIREMENTS. - I = I _ OF THE ROOT BALL * I I I OF PLANT PR. BERMS IN TURF AREAS TO BE X DUCKBILL EARTH ANCHOR SYSTEM j MA -T REMOVED PRIOR TO CITY ACCEPTANCE (68-DYS)TOTAL SYSTEM OR EQAUL W X 8"CONCRETE VINE 3. SPACING REQUIREMENTS SHALL GOVERN = NATIVE BACKFILL WITH NO ROCKS =I 11� ,, \_0 IIII;II1I t i\1 COLLARS IN TURF AREAS ONLY. EQUAL THE FINAL QUANTITIES OF PLANT MATERIALS GREATER TWIN 3"DIAMETER. NATIVE SOIL UNDISTURBED -ll111� ROOT- I I NATIVE BACKFILL WITH NO ROCKS GREATER PLANT QUANTITIES INDICATED ON THE LEGEND 21 WIDTHNOTES: = BALL THAN 3"DIAMETER NOTES: ANGLE TRUNK OF VINE BACK TO WALL ;; ARE ESTMATES ONLY. UNDISTURBED NATIVE SOIL. OF 1. REMOVE NURSERY STAKES ^I i 11- 1. INSTALL GUYS HAND AND REMOVE STAKE WHILE SECURING NOTES' <' ROOT BALL 2. STAKES TO BE PLUMB AND PARALLEL PLANT PIT TWICE TOP VIEW TAUT TO PREVENT PLAN VIEW TO S. VINE WIRE :.' 1. UNTANGLE MATTED HOOTS BY LOOSENING ALL ROOTS AT EDGE. . > E DEFORMATION OF LIMBS 3. STAKE TREE PERP.TO PREVAILING WIND DIAMETER OF ROOTBALL NON-ADHERING VINE S H R U B A N D GROUND COVER ROOT BALL. DO NOT CRACK ROOT BALL UNDISTURBED NATIVE SOIL Cly D OR CRIMPED S �PREVAIUNO WINDS TTA HMEN I SPACING CONTAINER PLANTING _ � NOT TWISTED n\ DOUBLE STAKED TREE 5 GAL. 24 BOX �. TREE GUYING FOR 36 BOX AND GREATER � • POST DEPTH VARIES +l� T HARDSCAPING (CONCRETE HEADER, POUR CONCRETE UP TO 2" OF FINISH SURFACE. WHEN INSTALLATION IS cuae AND GUTTER, SIDEWALK,ETC.) o Y z 3 O p TOP OF STAKES BELOW HEAD OF TREE WHERE SPECIES GROWTH HABIT PERMITS COMPLETE, GROUT FOOTING TO FINISH SURFACE WITH A SLIGHT 4'OF COMPACTED WOOD < W � � � 2"DIA. LODGE POLE PINE STAKE WITH GREEN CROWN FOR POSITIVE DRAINAGE AWAY FROM POSTS. I CHIP MULCH. W w C) O F- C �� ' ,. PRESERVATIVE. DRIVE A MINIMUM OF INTO s U D Z d O a UNDISTURBED SOIL AND POSITION STAKES OUTSIDE 12' FINISH GRA Z ~ a ~ ROOTBALL BACKBOARD POST § O �ISCAPE ASSESSMENT SYSTEM SUMMARY p _� w MAIN TRUNK FINISH SURFACE . 0 W w *a 2 SETS OF CINCH TIES SPACED 24"APART,ATTACH POINTS REFERENCE LIGHT POLE S ANCHOR BOLT _ > Z �., - ►- p O WITH GALVINIZED SCREWS TO 8'LODGE POLES CL ADOM (Shut#/Ref.#) J LANDSCAPE point Value) COVER J„ .•J• i I _ i _ n i = l i l l l- iii -� W o 3 OR IG NAL GRADE • •J•r•r r :.:.: J•J J•J•J• •r•J• _ r 0 < 0 �2" ( ) J• JJJ ...... . • • -_ �� 3"THICK CONCRETE COVER - - I ITN I II I TI I I I II �, o MAY, 1.Water comming plants.(20) 20 13-18 I �I I = i COMPACTED NATIVE SOIL < 0 < TOP OF ROOTBALL TO EXTEND 2"ABOVE FINISH G * NATIVE BACKFILL WITH NO ROCKS GREATER THAN 2.Turf limited to 25%(45%"dential.)(20) 20 13-19 ADJACENT CURB, WALL OR PAVING ` - i ,... .. NOTES: SHOVEL CUT EDGE DIA. 0 3"BERM TIGHTLY COMPACTED IN PLACE TO FORM 3.P1anb groped by watering need.(10) to 13-18 �„� �? 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH,THE CONTRACTOR WATERING BASIN. LOCATED OUTSIDE OF PLANT 4.Hardscape(Don-irrigated)surfaces.(10) 10 13-18 COLLAR erSHALL _SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. - 5.Permeable paving.(5) • • • • CONCRETE 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND =I i i I E • BLEND INTO EDGES AT GROUND COVER AREAS. = NATIVE SOIL UNDISTURBED W FOOTING I - , , 6.Low-water turf verities.(5) S 13-18 l 0. ar 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. %D S IIIIII -I �IIOF _ i 7.Mulch provided in non-grand cover .(5) ROOT BALL PREVAILING WINDS itl m ■ z - (r 4. PLACE NO MULCH WJTHW A g'RADIUS OF THE CROWN OF A WOODY 8.Soil amendments.(5) S 13-18 NOTES: P��' ' 1. REMOVE NURSERY STAKES Total Points Claimed: LIGHT POST BASE PLUMB AND PARALLEL 3. ST2. AKE TREE ES TO BPERP.O PREVAILING WIND (MinimumPbmisRegoir BASKETBALL POST FTG. MULCH INSTALLATION DOUBLE STAKED TREE N SLOPE IRRIGATION(Point Value) _ rMilli ,''' NIDE EXPANSION JOINTS 1/2"RAD.TMP. ALL CONCRETE E 1.Low pllonsge iurigaaca system(20) 20 8- t 2 h, ON PLAN. • LL BE CLEAN CONCRETE PAVING-SEE CONST O 2.Automatic coohdler.(20) 20 8- l2 A 0 7 ION SAND, EXPANSION JOINT TYP. NAT A 3.Desigaed a water plates by wafering meds.(10) 10 8- 12 FREE 11C HATTER MASTIC PER PLAN. S CONCRETE PAVING-S T. PLAN. M 1,�'ID AND SILTS. M. r w 4.Soli moisture sensors.(10) 10 2- 12 9 NpSCAPE �' _�d S.Rain sensors.(5) ....:...:•:-:.:.... .................... b SAND LE L REBAR SHALL HAVE J 6.Wind ses cors.(5) '. .- MIN. 2'CLEARANCE 7.Sensitive t4 nope tacoors.(S) 5 8- 12 a •.• 53 x 24'DOWEL IN CARDBOARD 1► 8.iVclamd a recycled wader.(S) r; � p . . . . :• � SLEEVE ®24"O.C. Teat Points CLimed: � Q ��•••:•�• •�•. ��''�� ' SEE CORD BOUNDARY DETAIL ^; ,�,` � `ti_ k rn ;x°16 .•:•:•:•.•. N- SHEET DI (gym i�Rogkzv& 60) #�3 REBAR ® 36"O.C. � #�2 HORIZ. REBAR CONT. - -- ------ ---- �- -- - --- -------- RADE is TO COMPACTED - SLOPE S 2%TO __�`. - DRAIN. �- y.. ■ 2 AGGRE . 4 ABS SDR NOTE FOR SOIL AMENDMENTS y IQ �J PHILLIPS S FIBER-UPA w�12' -- --- ---- - - --_�--- XERISCAPE ASSESSMENT OMIT OVERLAP FOLD. SEE SH SYSTEM SUMMARY � TO BE USED FOR BIDDING PURPOSES ONLY. vEa�FY WITH V B A LL C O U T THE AGRONOMIC SUITABILITY/FERTLITY SOBS REPORT _ _ - � , FURNISHED BY THE CONTRACTOR. I STORMDRAIN/ --- - B.C.R. SOIL AMENDMENTS UNDERGROUND UTILITIES �- 5MIN. Q REVISIONS PER CITY COMMENTS /.3/3/00_ SIDEWALK 1 t - --- -- -- - -- ---------= ---- IN-HOUSE PLAN CHECK LU I NOTES: FOR TURF AND GROUND COVER PLANTING,THE FOLLOWING AMENDMENTS DESCRIPTION OF REVISION DATE ; CITY APPROVAL I • • UTILITY • �r I *1. TREE SPACING SHALL CONFORM TO PLANS APPROVED SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO THESE PLANS WERE PREPARED BY: FOR PRIVATE USE CURB 5 GUTTER E IN xzL' BY THE CITY ENGINEER. A MINIMUM 6" DEPTH BY MEANS OF ROTOTILLER OF EQUAL: INITIAL` DATE LAND CONCER4 LTD. - -- 1750 East Ds"Avenue DRAWN MLS. METER Q 2. ALL TREES IN THE R.O.W.ARE SUBJECT TO LINE OFPLANT TABLET AMT!1000 SQUARE FEET 8aeelr/Ina CAtlZ7D6 CHECKED * MIN w SIGHT CRITERIA AS APPROVED BY TRAFFIC ENGINEER. (714)��Fax714) 7044 I i CU YDS.NTTROCtIEN 8TABILQED ORC;ANIC DATE: 10,27-06 [SIGN WN 3. AT ALL OCAL RESIDENTIAL/LOCAL RESIDENTIAL AMENDMENT DERIVED FROM REDWOOD, LICENSE NUMBER 1283 FILE RECOMMENDED . _ _ UNDERGROUND STRUCTURE-eg INTERSECTIONS PLACE 1st PARKWAY TREE AT A MIN.OF GRn PDWFR PI ANTINQ T RI FTS FOR rnNT INFR [,RQWN P IIL1uTS FIR OR CEDAR SAWDUST CITY OF RANCHO CUCAMONGA CATCH BASIN,TRANSFORMER, VAULT 25'FROM BCR OR ECR. 15 LBS. 12-1242 COMMERCIAL FERTILIZER COMMWriTY DEVELOPMENT DEPARTMENT - - IP 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF 1 GALLON CONTAINER RECEIVES.......................................................................................2-3 TABLETS . T NAME PRa►Xc TERRA VISTA SIDEWALK ALL UNDERGROUND FACILITIES. IN ADDITION MAINTAIN 3 GALLON CONTAINER RECEIVES............................................... ...........3-6 TABLETS THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF CONTAINERdiROWN . . . . .. . .... . LA MISSION PARK = 10'FROM CENTER OF TREE TO ALL UTILITY OWNED 5 GALLON CONTAINER RECEIVES.......................... 6-9 TABLETS TREES AND SHRUBS SHOULD BE PREPARED AS FOLLOWS: DRIVE - - .......................................................... SHEET TITLE • iAPPROACH • S.L. o • o IU � 1- S jr) - - , WATER AND SEWER LATERAL LINES. 7 GALLON CONTAINER RECEIVES....................................................................................8-10 TABLETS 10 ALL N NTAINER C IV 10-12 TAB' ETS 6 PARTS BY VOLUME ON-SITE SOIL -1 � � � � �� v��.......... . ........... . ................................................ DETAIL S H E ET CURB A R 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. 15 ALL N NTAINER C I 12-15 ABLETS 4 PARTS BY VOLUME NITROGEN STABILIZED -- - s' to' I 20-24" BOX RECEIVES.......................................................................................................1416 TABLETS ORGANIC AMMENDMENT MIN. MIN. MIN. 6. STREET TREES ARE SUBJECT TO INSPECTION AND 30" BOX RECEIVES.............................................................................................................16-18 TABLETS 1 L.B.12-12-12 PER CU. YD. OF MIX L, / RCE 24953 L / -- _R 36" BOX RECEIVES.............................................................................................................18-20 TABLETS ' ACCEPTANCE BY THE ENGINEERING DIVISION. °� 2 LBS.IRON SULFATE PER CU. YD.OF MIX -- - - ---. 42" BOXRECEIVES.............................................................................................................20-22 TABLETS DATE COWAONTYDEVE�P�16tv7�IRF,GTOR SATE - r ' CITY ENGINEER 48" BOX RECEIVES.............................................................................................................22-24 TABLETS -. •- _ 7. STREET TREES SWILL BE PLANTED AND STAKED 60" BOX RECEIVES THE ABOVE MATERIALS SHOULD BE THOROUGHLY BLENDED PRIOR TO USE APPRo ...................................................................................32-36 TABLETS FOR BACKFILL PURPOSES. DATE,r,/ - w r""' ++�u��D►teG OFeIt1lAl SHEET IN OF _ 43 ACCORDING To THE CITY STANDARD PLANS. LARGER SIZES FOR EACH 1/2" CALIPER USE................................................................3-4 TABLETS - _ LAB WORK PERFORMED BY SOIL AND PLANT LABORATORY, INC.SANTA ANA APMON&D TREE PLACEMENT OFFICE (714)566333 LABlJiB12b ON 3r2'7i67 FOR LEWS HOPES,TERRA VISTA DATE _y � r PLAt�R DRAwtr�a No. /5-7? PROJECT SHEET NO. 20 OF 43 N y� �J -----• TOT LOT EDGE.SEE Of Q PRODUCT WARRANTY DETAIL D SHEET D1 1 I —♦FOR CONNECTION TO OVERHEAD SEE FOR CONNECTION TO OVERHEAD SEE I ( DETAIL B. THIS SHEET. I I DETAIL S, THIS SHEET. 10 CONTRACTOR IS TO PREP AND INSTALL I 1"CHAMFER EDGE AT -• SAFETOP BASE MAT I #3 REBAR TIES 16"O.C. SURFACING PER MANUFACTURER'S #3 REBAR TIES 0 16"O.C. TOP AND BOTTOM SPECS.A AMNUFACTUER'S REP.IS SAFETOP WEARIN I #5 VERT. BAR AT EACH CORNER " TO BE PRESENT DURING COURSE TO BE FLUSH Z a i #5 VERT. BAR AT EACH CORNER 4 X 6 AT 24 O.C. MAX- INSTALLATION TO / 12" INSURE W/CONIC.EDGE 16 X 6 X 16 CONIC. SLUMP BLOCK SEE PLAN a 16 X 6 X 16 CONIC. SLUMP BLOCK UNFORMITf• I SOLID GROUT, COLOR IS TO BE TAN SIMPSON A35 EACH SIDE 460 MAX. I I SOLID GROUT, COLOR IS TO BE TAN • / m I ( #5 DOWEL TO MATCH VERT. b I I #5 DOWEL TO MATCH VERT. SATURATE b COMPACT b REIINFORCEMENT REIINFORCEMENT SUBGRADE TO 90% ( g • • / >ti TO POURING I I E.J. = I I Z b g FINISH SURFACE b a r r FINISH I I - SURFACE b I I I I 4-#4 REBAR EACH WAY g I I I 4-#4 REBAR EACH WAY ID I I I I I 4EJ• REBAR CONTINUOUS #4 REBAR CONTINUOUS X8BEAM I I Q • WASHED CONCRETE 10 80 SIMPSON EPB44 i _ SANDI I I I II SLUMP BLOCK PILASTER #4 REBAR - _ • M 24"O C I. 10 T f I I i� I r- I�I j� .� 4`THICK CONCRETE IV I I� I SUtyB-BASE W/e"THICK J `. ��>:�<�=�':•��'�� ty . �b NOTE: SEE DETAL SHEET D-1 r Q FOOTING EDGE AND ...................+......r:'''. ' •�.. ..:.:.:.::• FOR TOT LOT ED�iE MIFORYATION 1I2" DOWEL IN KEYWAY. IV �r / _i ..I.• :�.'�4 :•: : : CARDBOARDcr 311 1 SLEEVE 24 O.C. CONCRETE FOOTING CLR. ::;::.:.•+� U " —♦ ::•�'':: >. . P LAST T E A SAFETOP RESILIENT SURFACE 3 --♦ SUB-GRADE 13 TO BE AT SUB-GRADE IS TO BE AT♦-- .......... CLR. 36" 0 10-0" PILASTER ASTER 8096 COMPACTION I 48" 0 120 PILASTER 8096 COMPACTION 36"SQ. 0 10'-0" PILASTER 48"SQ @ 124" PILASTER ....... -�♦ CONCRETE FOOTING 4 X 8 X 12 WOIR TO STRUCTURAL REQUREMENMTMS DETAIL -_---- •:•:•;.: Of- OORBI E ■ IS TO OCCUR AT OVERHEAD(POST LOCATIONS 4 X 8 WOOD BEAM ONLY.SEE DETAIL D-SHEET 01 AND DETAIL A- z; BNEET D4 FOR REMAINDER OF TOT LOT EDGE. k' SIMPSON STRAP 5.16`DIA. LAG OR MACHINE BOLT MODEL ST 18 AND WASHER SLUMPSTIONE PILASTER SLUMPSTION" E PILASTER .. ....... ... EXISTING TRASH ENCLOSURE SLUMP BLOCK WALL 4 X 6 24"O.C. BEAM SEE PIANS AND -PROTECT IN PLACE 10d TOE NAIL E/S :.' MAX. SECTIONS ETC. i EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ. EQ ::::',• SIMPSON HEAVY ANGLE OHL-3S b 12" DIA THREADED SIMPSON A 35 AVAIL. FROM: O ROD W/WASHER&NUTS EA. SIDE SIMPSON COMPANY Z 220 PALM STREET i � 1/4"x4" LAG SCREWS \ BREA, CA.92621 ih tI ty EACH SIDE • SEE DETAIL B, THIS (213)6"-6775 • r' • .3' ' SHEET FOR PILASTER TO (714)871-8373 Ja 1 I I 1 I I I 1 1 I 1 1 3x10 NOTCH 3" TOP • BEAM -SEE PLAN,SECTIONS, BEAM CONNECTION ETC... 1 1 1 1 1 1 I 1 I 1 1 SLUMP BLOCK PILASTER PLAN VIEW raid SEE DETAIL A.THIS SHEET 1 1 1 1 1 1 1 I 1 1 I I 3x10 NOTCHED 6-112' a BOTTOM .? - - i I 1 1 1 1 I 1 1 1 3x10 NOTCHED 3" 0 PERSPECTIVE TOP EA fV� T4� EA Ni F 1 1 1 I 1 1 1 1 1 I I 1 3"x1LET-IT---- 1 1 I i i 1 1 1 I i I 1 PERPENDICULAR BEAMS As INDIC TED RECEIVE BEAM & TRELLIS CONNECTIONS No 1 I 1 i I 1 I I 1 I I 1 204"TRELLIS MEMBERS. LET-IN TO RECEIVE 2"x2"x8" REDWOOD DOUBLE GRAB BEAMS AS INDICATED. PROVIDE MARKER STAKE CONTINOUS 1/4N CHAMFER AT ENDS Q w i ,„ 1 1/2" IPS WASTE LINE 16'3Q. SLUMPSTONE 6x6 POST FILTER CLOTH PILASTER 6"x8" POST, EASE ALL EDGES " �4" �,✓ V � � I _ ' ' � PER MANUFACTURER'S 4 xt/4"STEEL L , ;; �a.� '.�„: . `•'V „!Q i F�. DRAINLINE �� RECOMMENDATIONS } 1 'tF7i 1 1 1 i 1 \N �� TIE INTO SUMP 4 X 8 BEAM CENTERED 1 1 1 5AB DIA BOLTS x v 1 o M CONSTRUCT TRAP SEE DETAIL TO LEFT IN PILASTER ■ EXISTING TRASH ENCLOSURE SLUMP BLOCK WALL FROM SCH 40 PVC ' ”' -PROTECT IN PLACE °0 % •.>r' 1 � PARTSIf 11. Zx 1 1/ " SOLID MASONRY CAP ` ��-, o- 1/2" IPS SUPPLY LINE 3/1 " �" `I' �C� �✓ 5 3/4" ROCK �� cb PER MANUFACTURER'S E _ DRILL 1"DIA. HOLE& a ' TRASH FILL W/EPDX Y OR PORRECOMMENDATIONS ENCLOSURE TI`'`' � SUMP DETAIL �� TIE INTO RESTROOM ' "' POTABLE WATER I ROCK +'r III SUMP IS TO BE LOCATED =G SUPPLY SYSTEM. _ 49PC) 4rE / ^�T ONNECTION �., P�sT c IN THE NEAREST SHRUB 1K"THICK PLATE EA. a' AREA A MIN. OF 5-0 & A �� ar MAX. OF 10'-0" FROM THE ; ;;; ANCHOR BOLTS & BOLT ►I 4" SIDE W/1 3/4" DIA. Cw DRINKING FOUNTAIN. ,�� SALE w:10'� ''. LOCATIONS PER �. I I MACHINE BOLTS _ A' MANUFACTURER'S — -- - -- - ----- - n DRINKING K HAWS MODEL 3150 - RECOMMENDATIONS 1 BEALL - PLUMBING IS TO BE CONCRETE PAD SIZE & GENERAL WOOD NOTES INSTALLEDAS PER DRINKING FOUNTAIN --♦ /8" DIA. 2" LONG B H REINFORCEMENTS 25 '1 , , ' "- • - --- PER MANUFACTURER'S 1 MANUFACTURERS BASE - SECTION ANCHOR BOLTS RECOMMENDATIONS AND RECOMMENDATIONS CONTRACTOR TO PULL ALL NECESSARY AND APPLICABLE PERMITS. ♦� . _ ____ __ _ PER LOCAL CODES VIEW � �' T �- U� � ly ALL WOOD STRUCTURES ARE TO BE CONSTRUCTED TRUE AND PLUMB. _s � ,/� *•'�___ ALL WOOD IN OVERHEADS IS TO BE RE•3AW14 CEDAR /DOUGLAS FIR. ♦ �♦ � � -.-� --- '.' �. UNLESS NOTED OTHERWISE. ♦♦ � o�� RINKING FOUNTAIN BEAM Td PILA TER S ALL CONSTRUCTION SHALL CONFORM TO APPLICABLE CODES AND ;. ;; STANDARDS. , I HARDSCAPE CONTRACTOR AND OVERHEAD CONTRACTOR SHALL E -- -- - --- r / -- -- ----- --* -18" 4 X 6 BEAM COORDINATE OVERHEAD POST LOCATIONS PRIOR TO CONSTRUCTION. - MAX -- -ALL METAL HARDWARE SHALL BE HOT DIPPED GALVANIZED OR 18"O.0 �-- I D /� _Revie IONS, M _ E LL1 Grf`( GoMMt�JY6 CADNIUM PLATED, AND SHALL BE STAINED TO MATCH WOOD / _ IN'HW615 PLAN GHEaGK MEMBERS. �� DESCRIPTION OF REVISION DATE CITY APPROVAL �♦ - - • 12"TYP. OVERHANG THESE PLANS WERE PREPARED OR PRIVATE USE RBY: FOR _ _, �♦ ROUT-OUT BACK SIDES OF ALL PLANT-ONS TO RECEIVE HARDWARE ♦ ___. _ ♦ INITIAL DATE LAND CONCERN LTD. _• •, AND ALLOW PLANT-0N�S TO FIT FLUSH AGAINST ADJOINING WOOD ♦ �?' ' -- ----- - � ----- 4 X 8 BEAM ♦ f731D Eart Daw Avrnua DRAWN M g MEMBERS. SanDATE 10.77-RS DESIGN - Sense Ma,CA ECKE CHD - ..-- - SLUMPSTONE COLUMN ----- PRIOR TO STAINING, ALL NAIL HOLES, BOARD SEAMS, AND WOOD I ;. (714)200-41M Fax(714) 704M - - +__ + E UCENSE NUMBER }�� FILE RECOMMENDED)( A �% � IMPERFECTIONS ARE TO BE FILLED WITH A LATEX BASE PUTTY, / �00 AND SANDED. - 12-Cr HEIGHT TYP. COLUMN (12 TOTAL) CITY OF RANCHO CUCAMONGA C ALL WOOD IS TO RECEIVE 2 COATS OF STAIN, COLOR x6 LATH W/12"OVERHANG COMMUNITY DEVELOPMENT DEPARTMENT ty AND TYPE TO BE SELECTED. STAIN IS TO BE APPLIED EVENLY - PROJECT NAME I� TERRA VISTA b IN BOTH COLOR AND CONSISTENCY WITH ROLLERS AND BRUSHES. xe BEAM LA MISSION PARK CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT PRIOR TO THE SHEET TITLE START of CONSTRUCTION, TO REVIEW ALL DETAILS TO INSURE 10'-o" HEIGHT TYP. COLUMN D ETA I L SHEET PROPER INTENT AND INTERPRETATION OF DRAWINGS. B D - FINISH GRADE -_- --- -- 1 10' -Cr HEIGHT TYP. COLUMN - --- RCE 24953 12"TYP. OVERHANG 1 DATE UNITY D NT T DATE � CITY ENGINEER 0 TOTAL), SEE DETAIL jj THIS SHEET I•+ - �►' - _T APPROVE7Q, ' SCALE. .1 -0 , � 8 DING Ofi�IC1AL_ SHEET Q4 OF 43 w, � w ` \ � GATE �� . -- ', - APPROVEP YPAPEf 'DATE oAwINo NO. ��OV� R � EA� PLANR EAD SECTIO / ELEVATIO 9 ' PROJECT SHEET NO. 21 OF 43 I Ln 50' - 0° NOTE: ALL SCORELINES ARE TO BE SAW CUT AND 1/4" Q DEEP. -MIN. LOCATION OF SCORELINES TO BE REVIEWED AND APPROVED BY THE CITY INSPECTOR AND LANDSCAPE ARCHITECT. PICNIC TABLES i� TRASH Jf � \ RECEPTACLE ' BARBEQUES \� PLANE OF GOAL la otI,`.`, �� /eCL C.L. BARBEQUE " ♦ \ t \ I I h \ `J`r — •ALL LINES INDICATED SHALL BE WHITE STRIPED :.. . STRIPED PAINT CP :�::'• M \ \ i •ALL LINES ARE TO BE 2"THICK UNLESS OTHER WISE NOTED /` ' • BASKETBALL HOOP TO BE 10'-0"A80VE / \ COURT SURFACE / \ ','\'\'\'♦'\� p 2.. WIDE BYIt,`f`'`. / \ \ �� •��:�:��:'. `;`,`,`•`•`, �' ,`O 8" DEEP ,`;`;`,`,`,`, •BASKETBALL COURT PAVING MATERIAL. AVAILABLE FROM: 49029 GLOVER ATERIALS \ , h s-s" \ h \ \ \ \ \ �v, \ VP . . • / FONTANA, CA. \ Q' , ! f l l / , / / / / / ! (�14)829-Of-•nC \ a 110 `'`J`'`'`'♦'`'`'`'♦'\'\F`F♦F\'`J\J\'\J\/\!\!\/\J\F\f♦f\/`/\/`/\!`!\/`/`/`J`/`!`J`J`/`r`J`!`J \ / 't•\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ .. \ h ', \ \ \ \ \ , \ \ \ \ . \ \ \ \ \ \ TVP r R=6'-0 \ \ \ \ \ 4 t \ \ \ \ \ \ \ \ \ \ _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SINGLE STRUCTURE BLOW=UPPICNIC SHELTER \ \ \ .. h \ t \ \ t \ \ \ h \ . \ \ \ \ . \ ♦ \ \ \ \ . r \ \ ♦ \ . \ \ , \ \ \ \ , \ SCALE I "=1Q'-0" SCALE I "=10'-0" . \ \ \ \ \ \ , \ \ \ \ \ \ \ , \ \ \ \ , \ ♦ \ \ \ „ \ \ \ , \ \ \ \ \ . \ \ \ \ \ \ \ COURT COLORS: ROYAL BLUE LATEXITE COURT SURFACING SYSTEM INSTALLED OVER CONCRETE PAVING, INSTALLED PER DOSS TENNIS COURT'S. \i�,4,\/♦/♦/\f f \I`I\,\,\,\' RECOMMENDATIONS. CONTACT JIM DOSS(909)659-2929. \�\V0001 Y\'\'\,\!\' /\/\.\!\f\, ADOBE TAN INSTALL PER DETAIL E ON SHEET D5. Y \ \ \ \ \ \ \ `\ \ \ \ \ \ \ N J / l ! / J J J F♦J♦l\f �`%`;`%`%`% SUMMER RED � J J ! , • / �• /\/\/ f / \1 J LKJ SEE DETAIL H, SHEET D-3 FOR BASKETBALL HOOP POST FOOTINGS r , l ¢ \ CONTRACTOR TO PROVIDE COURT SLAB PER DETAIL TOGETHER WITH SURFACING, STRIPING, ALL NECESSARY TRASH RECEPTACLE 12'41 3'_0° EQUIPMENT AND CLEAN-UP. ALL WORK TO BE PERFORMED E IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES. a �.- �ASKETBAL - � • _ L COURT BLOW UP R ” a a CONTRACTOR'S NOTE ��_ �_ a SCALE 1 10 0 ' ....... SEE DETAIL'L' SHEET D1, DETAIL'M' SHEET 01 AND DETAIL'B' SHEET D2, FOR BARBEQUES, PICNIC TABLES ,d C.P. g C.P. R=1AND TRASH RECEPTACLES INSTALLATION, RESPECTIVELY. 4 � :::::::::::::::..' NOTE: :.:':': : CONTRACTOR IS TO PROVIDE THE PAR COURSE ~' 22" EQUIPMENT WITH ALL NECESSARY MATERIALS, MIN. EQUIPMENT, CLEAN-UP, ETC. AND IS TO INSTALL SAME AS PER MANUFACTURER'S SPECIFICATIONS, � _ s � APPLICABLE CODES AND ORDINANCES. _ a i q� M S PAR COURSE EQUIPMENT IS TO BE CENTERED b WITHIN SPACE °r°i C. -1 qLD I:: ::x•: :meq ,a SARBEQUES DATE :i• :. VITA COURSE I. D. SIGN LOCATION ::::::..... ::.:. q �� EQ. E . V qF CALM C X00 C'L. C.P. . . . . . BARBEQUE f- TRASH RECEPTACLE o\p�oscAp�. • r3G seorvr, e�A. • • • • . . :' ©=r- '' *�::::: �° \J\. Q REVISIONS PER CITY COMMENTS /3/3/00 11as . ,,Pat IN-HOUSE PLAN CHECK STATIONS (1) (4) 0® ©=4'-(" DI DESCRIPTION OF REVISION DATE CITY APPROVAL : :'''' (g)=4'-0" * . 1 * THESE PLANS WERE PREPARED BY: FOR PRIVATE USE D r� VITA COURSE I. D. ©=6'- q�OF CAL►FO \P LAND CONCERN, LTD. INITIAL DATE 1750 Eart DMro Awnut DRAWN M.S. i ,� SIGN LOCATION 3T-0' San1r Ma, CA 92705 CHECKED STATION © ® (714)��FW14) 7dl 4M DATE: 10-27-95 DESIGN h LICENSE NUMBER 1283 FILE RECOMMENDED)( iJU1 CITY OF RANCHO CUCAMONGA PAR - COURSE STATION B PICNIC S f�A Q E H E LT E R COMMUNITY DEVELOPMENT DEPARTMENT S PROJECT NAME �� TERRA VISTA SCALE 1 =10 —0 SCALE 1 "=10'-0" LA MISSION PARK SHEET TITLE DETAILED BLOW - UPS AR G ��RCE 24953 DATE c UNITY D pIRIoR ATE6� �, CITY ENGINEER APPROVEp' ��/ DATE ��. �><i—o! :"" ° : BTJI'�1G FI ALSHEET Q� OF 43 APPROVE® ,.'DATE `� CITY PLANNER DRAWING NO. 15 � 9 PROJECT SHEET NO. 22 OF 43 a -- �D - N1 SURFACING PLAY EQUIPMENT V MODELA & DESCRIPTION QTY. 10001 SOLID RED 100029 TUURTSLE 1 100022 SEAHORSE 1 100029 SUPER SCOOP100030 SUPER 1 SOLID BLUE 100049 5 ARCH TS ICOOPRE SWINGESSIBLE) 1 ` Af 100050 5" ARCH BELT SWING 2 RED MIXED WITH TAN 112471 TRANSFER STEP 1 111248i TRANSFER MODULE 1 �F</�� _,� " °,•�. 111253 8" RISE KICKPLATE 10 111253 16' RISE K CKPLATE ( ) �� 111268 PIPE BARRIER 2 FBF / S MIN. 24 DEPTH SILICA / S SAND #16 OR EQUAL. 111268 PIPE BARRIER W/WHEEL 1 111271 VERT. LADDER 1 AVAILABLE TH R U- ♦` �, 111272 24" DECK DIFF. PERM. LADDER 1 MCCLINTON MATERIALS 1' 11127232" DECK DIFF. PERM. LADDER 1 ro• 18430 COMPTON AVE. 111275 HANDLOOP ASSEMBLY 2 �°" CORONA, CA 92881 111277 GRAB BAR 1 S 111285 PUPPET PANEL 1 �' rp — SURFACING TO BE PLAY BOUND SURFACING 111288 DRIVER PANEL 1 O,. ,_ _ - SYSTEM AVAILABLE FROM: 111290 TRACING PANEL 1 COAST RECREATION 111293 TIC-TAC-TOE PANEL 1 S S 'a �� '' =� \ 2082 S.E. BRISTOL, SUITE 1 111297 SAND& WATER PANEL 1 / �.`� - NEWPORT BEACH, CA. 92660115234 MIRROR PANEL 2 .�. . . (714) 553-8065 115236 BALL MAZE PANEL 1 115234 11131 ��, �6' \ : . . �. . B : 114472- - 111312 SINGLE POLY SLIDE 1 S S \1 ; : 111. 48i �O ' ' / 111313 DOUBLE POLY SLIDE 1 S B K. B \S ' '� / 11131956" SPYROSLIDE 2 111 1 S \ • • . : . :: :: 111319 K40 ....' .' 111323 40" POLY SL DE 1 S 116249 P \ 100049 1 jK325 10001 . t 'f: .•.•. 111324 RIBBON SLIDE 1 . . . . . . ,o C \ \ . . . ... 2::;:: . . . . . . . . 'ow . . ::: / J / / • ro• . . `• �y✓ .'.;::: : `,\• ,f`J`! 111325 FIREPOLE 1 '0 D 111 3 / C�i . . .`::, '\' 1.' 111325 CORKSCREW 2 D �6 S /\ °» , �r/ 111330 900 POLY CRAWL TUNNEL 1 111472 B g •111285 \ a" t - S ::..::::.:.:.:.;;.,.;:, 111332 5" RING BRIDGE W/2 CROSSOVERS 1 11 t314 . D 111272 —— -— �..� : : . \ \ / 9'O" '''ttiQ ::::..\'`;�;`;� 111340 CLATTERBRIDGE 1 \' . . . . . . . . . . . 111347 _ /. _ i \'.I. . . . . . . D / . . . . . . . . / c� '':rr :::::::::::::: :::. 111342 BRIDGE/RAMP 1 \ \ ♦ . . : : : : : . . B 1 ti1352 ' K Pe G 111353 --� S : ' : ' \� NOTE: AI 1 111343 RAMP HANDRAIL I r`e`el` %`I` / S PRIOR TO ORDERING OR CONSTRUCTION OF 111344 BRIDGE/RAMP CURB 1 I / / : :1.11 X71 . : ao / X. 1113`' B B 111469 � � ::::::::::: :i � PLAY EQUIPMENT, CONTRACTOR IS TO REVIEW 111346 RAMP EXIT PLATE 1 'ele :: :; : ;. :1.11356 �e / ' I ��. EQUIPMENT SPECS WITH MANUFACTURERS 111347 ARCH BRIDGE W1 GUARDRAIL 1 ,�;�;�;r� ;:;:;.i?:; :;:; x'111268 D 00021 111352 CHAIN WALK 2 . . . . :..' REPRESENTATIVE TO INSURE THAT ALL EQUIPMENT 1.11469 B B �e :: ;:;: 3 TRACK RIDE 1 11268 ;:;:;: ;:;:; \ A MEETS CURRENT INDUSTRY STANDARDS, 11135 I . . . . •.;:;: . :;: 6 111354 48 DECK CHAIN LADDER 1 J` : : : : . . :: ---!' ►•� SPECIFICATIONS AND REGULATIONS. 11 D E ;';'` • ..... p• a, 40 111332 ' ;:I S / 111356 LOG ROLL 1 ti 111414 SLIDEWINDER 1 �}j F �e ;F 111469 2" STRAIGHT HORIZ. LADDER 1 �,�,f,�,',�,�,�. 0 • D ' �. 11:1293. ./ .! f ! , F�FO 111469 S-CURVED HORIZ. LADDER 1 f / ! ! / f ! G JJ / / JIfJf • \ • • • G' 111472 LOOP ARCH 2 24 \ \ \ . \ \ ♦ y - —.. . . . . .F G 411340• ► �. 115236 .�\.\!\.\.\/\ /\I\ :� . . ff ! . . . . . . . . . . . ,e . .p . . , \ \ \ \�I \/\.\ /\.\/ — 116247 32' DECK W/PER LADDER 1 111.313 J / PERIMETER LINES REPRESENT ' ' ' ' ' ' ' ' '/ :118326 �` ?�� ' ' ' ' ' ' ' �" ' ' ' ''' ' ' ' ' 116249 VERTICAL LADDER 1 `f`J`J`f`!`•`J` /`^ J . . . . . . . . . A J f I ! / r / �. : :/ `J`J`!`!`J`!`!`/k`!`zx, I`/`/`f` APPROXIMATE FALL ZONES FOR /' „p\ \ \ \�\ \ \/ f f` , !,f'/`f \! yV14�f\ • f f J`f`/ > : •J r`r\f\r,f\f\f\ \r\/•f\1\J\/\f\! I\/\J\ Iro ^n REFERENCE ONLY ♦','�`\'\'\'\'\'\'\'♦'\ •'`i2.`J %C,`I t 44f`/`/`/`f`/`/`J`J`J f ! ! /`r`!`I`r`!`!`/`!`J !`/`J`/`;/`/`/`f`J` ' \'\'\' I\I\'\'\'\'\' '\'\'\'\'♦'y/�I '\ \ . \ \ \ \ \ \ . . . \ \ \ \ \ \ . \ \ . \ \ \ , \ \ . \ \ \ \ \ \ \ . \ \ , , a POST/ARCH LENGTHS I f / ! ! J / f / / / I I f f / f /-J f f / r ! , J I I , ! / / I J ! . f I f I I f f / / / I �J f I f f J / / J r f r 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ w1z�,�I A= 14811 NI f , / , J ! J f I I f J J J / , J / r r ! J , / , r f / / I J f ! ! J I J \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ♦ \ \ \ \ \ \ B= 13211! / ! / / / / f ! / I / / / / / / / / VG r`/` r`I`I`,`I`I \/\. \I\.\I\ \\y\f`l `/`J`/` C= 124" `f`,`/`I,`/`!`I`!`,`!`I`/`,`f`/`/`/`, to 41tt !♦ J`/`.`. `r`.`*.`1yr)f�.�/f�\�yl�\\IF\\yr�\f\'\ \/\I\/.I\I.I .I\I♦f \ . I,I.I\f\ 11 \I`I;.;I;.`I ;I;I`.`.`.`.`.`.`.`.`.`.`.`.`.\.\ I♦ \ \ . I `J.•\ 11•T \ \'l�'� \'\ \'.'.'.'.'.'.'.'.'.'. \ �'.'.'� ' D = 116 J ! I / / / / / , / J f f E= 1 0811 /♦I\I\I♦I\ ♦ \I♦.\I\.\I\.\. I\I\. / /�r�,�! �.��. \,I:. I♦ S . ••.'.'\�. .'.'.'\ . . F= 192' . \ \ . . \ \ . . \ H = 8411 / ! J ! , , / , .\I\. I\I\I\I\I\.\ V ALL PLAY EQUIPMENT IS TO BE LANDSCAPE a O" STRUCTURES AVAILABLE FROM: N 00029 S + COAST RECREATION c s, 2082 S.E. BRISTOL, SUITE 1 Al NEWPORT BEACH, CA. 92660 (714) 553-8065COAST RECREATION 2082 S.E. BRISTOL, SUITE 1 NEWPORT BEACH, CA. 92660 d 5'R 'p" (714) 553-8065 P \ i EQUIPMENT LAYOUT �'-� : : : . •: : : : IDj 3 h , i I fo \ , \ . \ I r s40 M. . . . . . ::.:........: - - t w. .a , \ \ P� NO. :�5• .y a O 2gi I R >: .. - 17 d !'' 11 - .5 R' - �9 1n . DATE • V" f , , I • 1' � :�'�/ / fJr If a r I -�•'I Ile J / f / f / / / /'- - \/�/ F f\, \ '•1 CII \ \ \ \ \ % % \ \ F \ \ \ \ \ . O . ......... l , f , F .....................Q 3R d ti O ................. . .. .. ........... : . _ - . . ........... Q : ..........: h .............................: :� ....... .... .......... ...... ... iI ..... ........ : �. . . . . . . . Tt coMMEN sovV6elsPE RGI SCALE f -ora. I N'How PIAN GH6,�C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ®� PLAY SURFACE LAYOUT : : : : : DESCRIPTION OF REVISION DATE CITY APPROVAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . THESE PLANS WERE PREPARED BY: FOR PRIVATE USE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : : : : : _ __ ATE ! . . . . . . . . . . . . . . . . . sc LAND CONCERN, LTD INITIAL D . / ,F� �, F 1710 EastDwr�AvenueDRAWN M.S. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SURFACING IS TO BE LEVEL - . . . . . . . . . . . . . . . . . • • . . . . . . . . . . . . . . . . . . ,'w.. ��cx 8 Ma, CA CHECKED Q (714)204M Fam(714) 752,240 DATE: 10.27-95 DESIGN WITH TOP OF PERIMETER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f- - '_ CONCRETE WALK-CONTINUOUS . . . . . . . . • . . . . . . . . . LICENSE NUMBER 1283 FILE RECOMMENDED X)%t,1-oV•j + ti �� ' - , CITY OF RANCHO CUCAMONGA . . ' . . . . . . . COMMUNITY DEVELOPMENT DEPARTMENT OF CALIF: rj PROJECT NAME TERRA VISTA LA MISSION PARK SHEET TITLE TOT LOT EQUIPMENT 00 g� pl8r CT DATE �[� CITY ENGINEER ADPPRO �gMMUNITYev __. DATE .V BUI.DING r FICIAL SHEET OF -41- '. _ APPRC*D C� "] C� DATE ! Cf'I"VPL*NNER DRAWING NO. /%57 / PROJECT SHEET NO. 23 OF 43 _-__-____-____._---- --._.._...__._._..__._.___.______.______.____________ _ _______.......__--.----.------.__. ..___......._._.........__...__.....______._....___._...___ __._._____.__________._..... __ _._._-- ---.___._.__._..___. __.-_.__-_-.---_.___.__..__..__.__ ..___ _ ____..__._............................. _.._..___....-.-----.....�__ •V [� SPRINKLER HEAD LEGEND _ ra E\ SYMiOl MAN{1FACTUMN MODEL NO. OEocsorn N NOZZLE mms O.I.M. _f./.l. PATTLRN V NUNTSR 640 T TURF ROTOR POP-UP M of* FT. "A M FULL CIRCI r 1. ® ,-AOM 46• FT. 20.0 ►41 PAM 1-4111 1 415 515• FT. 115.15 4o FLAL POINT OF CONNECTION 1 ` ® 1.40 43 S•• FT. 115.41 410 PART / 140 41 53• •FT. 11.41 4111 FULL 11 ® n. •,�s 00 WATER METER TO BE INSTALLED IN ACCORDANCE WITH POINT OF CONNECTION -CONNECT TO "} WATER METER FOR 1.0 41 s ,.ART Q HUNTER '2F A.DY "POP UPGEAR ROTOR :if, FT. 1 ,,, PART r� CUCAMONGA COUNTY WATER DISTRICT STANDARD 2A. IRRIGATION. THE CONTRACTOR SHALL MAKE ®® FT ;u PAR, NOTE: ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF NEW WATER METER. CONTACT THE CUCAMONGA i:G AF;V FT. :.J SJ PART' I ®®�a "° ""v Fl "A ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR r(2'` ' '` COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION A FT P`' MAKING AN APPLICATION TO EDISON FOR METER AND FOR PROCEDURES. Y -( I �T. ,.� �•� P ' 1 EXISTING WATER PRESSURE: 77.0 P.S.I. ®®P- :;N: ADb' t F'F. t.G :0 �IAW � COORDINATING ITS LOCATION. ,"L"PGF UP G-t-AR ROTOR FT 6!a �� ,1211 ' BOOST FROM PUMP 35-� P.S.I. © FT i.` ,,,• aE4-• I` ,, TOTAL WATER PRESSURE 112.0 P.S.I. "'ADv FF aA, AUTOMATIC CONTROLLERS "A", "C", AND "D" SYSTEM DESIGN PRESSURE: 102.0 P.S.I. ® x r.ADV 4, • PEAK IRRIGATION DEMAND: 320.0 G.P.M. ® CONTROLLER "A" CALSENSE ET1-M-32 / MOD-1 PHONE/ LA-2 / TP-1 BOARD/7P-1 ® FT 1 Fr CONTROLLER "B" CALSENSE ET1-M 24 / TP-1 /TP-l!0 ® tGnPADV CONTROLLER "C" CALSENSE ET1-M -24 / TP-1 /TP-Il0 ® FL tq .;i A'1'. �j •x HP AD,: t r•-r o ,1 " 71'}• �/�� i I 1 \ 1M LO ` • F I CONTROLLER D" CALSENSE ET1-M-32 / TP-1 �TP-1(0 l J \ FLOW SENSOR IR I`(4d `I2 FT '`' A'' I Ar" " (2`L IY4" \ ti CALSENSE MODEL "FM" FLOW SENSOR SHALL BE INSTALLED INLINE, WITH ONE (1) """'Al F-F CONTROLLER `A" SHALL HAVE CALSENSE MOD-1 MODEM AND LA-2 LINE hl4 " q� \ FLOW SENSOR PER WATER METER. INSTALL WITH TEN (10) DIAMETERS OF SENSOR- AMPLIPHIER. ALL CONTROLLERS SHALL BE EQUIPED WITH TP-1. ALL CONTROLERS \ ♦- RAMMRO u12-sAM-PIs 1:•FOP-UP SPRAY NEAR isF a FT. 15.7 so FUL -- ,,_ \\ SIZED PIPE UPSTREAM OF FLOW SENSOR AND FIVE(5)DIAMETERS OF SENSOR-SIZED d u,2-SAM IRs is" ,s R. I's 80 HALF SHALL BE WIRED TOGETHER IN SERIES WITH PAIGE 7172-D COMMUNICATION CABLE. I I f - \ \ � PIPE DOWNSTREAM OF FLOW SENSOR. PIPE SHALL BE SAME SIZE AS FLOW SENSOR 1012-SAM-FRS ISO Is n. 0.41 w OTR ALL CONTROLLER SHALL BE MOUNTED WITHIN RESTROOM PIPE CHASE ROOM. 120 � 1 \ AND SHALL BE INSTALLED PER CITY STANDARD PLAN #516. WIRES FROM FLOW ♦ 14112 -PIs 12F '2" FT- 2.4 x 'ui VOLT POWER SUPPLY FOR HOOK-UP OFCONTROLLERS SHALL BE THE RESPONSIBILTY / SENSOR TO CONTROLLER SHALL CONSIST OF ONE (1) BLACK AND ONE (1) RED L 1812-SAM-PIs t:,1 121, Fr- 1'' "' "'`' OF THE CONTRACTOR. EXACT LOCATION TO BE DETERMINED WITHIN THE RESTROOM '/2° I� �I Z!.�\ Z �\ , STANDARD A114 IRRIGATION VALVE WIRES. FLOW SENSOR SHALL BE HOUSED IN A 1812-SAM-M t2D u•' Ft. 0.7 u. rnk VALVE BOX AS PER IRRIGATION REMOTE CONTROL VALVES SPECIFIED ON PLANS 1812-SAM-POS toF4A ,o•• FT. 1.15 '� ! ,I PIPE CHASE ROOM PER CITY OF RANCHO CUCAMONGA AUTHORIZED AL 1812-SAM-PRS ION-LA 10•1 FT. 0.4 .n A,I REPRESENTATIVE. INSTALL CONTROLLERS PER DETAILS. '' AND MARKED "F.S." FLOW SENSORS AVAILABLE FROM RICH MURRAY FROM � u12sAM-FRS 100" r• FT. 0.4 'No •u, _ 11�2N E1078 - CALSENSE LOCATED AT 2075 CORTE DEL NOGAL, SUITE J, CARLSBAD. CA 92009. � 1812-SAM-POS 8F-0.T 41•• FT. 1.6 30 LULL CONTRACTOR SHALL INSTALL (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH ' e 1s,2•sAM-FIs 8H-FLT r• FT. o.i Fa HALF ,, ,, • � 112a HE MAY BE REACHED AT (714) 458-0129. e 1812-SAM-PRS 00-FLT 15•• FT. 0.4 •n, .T" OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE (RCV) ON EACH I'!4 " li AN FT >i ,.r� BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL 1'1¢41 is 18125AM-IRs IS.V" S 015 • >K 1800-SAM-FRS i•POO-40 SPRAY HEAD ISF Is FT. 3.7. u. ` r UI. STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. 2, I�2F x '1'L' IhR '�2• 6 '/ ,ios•sAM-PIs ISN IE FT. 1.41 :,0 ' ;:a, ._._� - • ,8041 SAM-PIs 10T ,s FT. 1-3+.2 au 01I/1 CONTRACTOR SHALL INCLUDE CONNECTING PUMP TO THE FOUR CONTROLLERS VIA /L4, A•45 y2" 41 y2 1 +806-SAM-PRS ISO is FT. 0.80 20 OTR. y tic 18MSAM-PRS 12F 12•1 FT. 2.4 20 FUL PUMP START WIRES WITH PROPER RELAY EQUIPMENT. o A(p 4.0 I N A.L 7F 1006-SAM-PRS I2H 12•• FT. I.S• x, i "Ai F /f..R QEOL`T " r , �EE 2 750 �1 1808-SAM-FRS 12T t2•• FT. 0.15 '90 ,t,IFP vw L / J� e 1805-SAM-PRS 120 12•• FT. 0.7 :110 c,Tt. 15 A� 40 Ile • 2' " 2 o ,806-SAM-FRS +OF4A 1o•• FT. 1.6 JO OtAL rr., AI si NOTE: JS 1806-SAM-PRS tON1A 1501' FT. 0.8 :NO HALF NL-L/2100" �u / v/�" M b- 11106-SAM-PRS +OT-LA t0•• FT. 0.6 :10 TH*Af1 V �• 2�5 INSTALL 4" BACKFLOW PREVENTION '-/�` '`• M R T'L bL I806-SAM-PRS 1004A 101• FT. 0.4 V •TI•.. 1,1 '/ 1 FF ASSEMBLY IN ACCORDANCE WITH 19 1806-SAM-PRs SF-FLT 15•• FT. t.s w 0Lc 'Lit 723 p I' I'(4P 'h W l 1L CUCAMONGA COUNTY WATER DISTRICT 0 1808-SAM-MS SN-FLT 41 • FT. o.i so AIF • 4 ' �It 12 STANDARDS 2A AND 2B. • IS06•SAM-FRS 80-FLT i'• FT. 0.4 30 OTR. 0 IS06-SAM-MS 115 SST 1.15 FT. 1.2 70 F1')E STRIP � III + ISMSAM-FRS VAN IS FT. VAR 70 n: ,, ---•- 4 - tl � • ADJUST RADIUS OF GEAR ROTOR ANO STREAM ROTOR SPRINKLERS FOR HEA06TO44EAD COVERAGE. •• WHEN RADIUS OF SPRIR0.ER HEACS.REQUIRED FOR PROPER COVERAGE.IS LESS THAN RADIUS SHOWN ON LEGEND.THV CGNTR.IC'I(P 1� NOTE: CONTRACTOR TO COORDINATE CONTROLLER SHALL EOUIP HEAD WITH A RAIN 000"PCS'PRESSURE COMPENSATING SCREEN FOR FLOW AND RAOM CONTROL. ( 926 1t/,1a y_" .. �2F , PROGRAMMING WITH A CALSENSE REPRESENTATIVE AND A 'aEcr'a1EE"°"Pcs"°zaEw1EE"sELECn°"°wITFOR APPI1owrATERAwn' , PL I,� STAFF MEMBER OF THE CITY MAINTENANCE DEPARTMENT. IL` I" f �3 37 '12n I; y 444 .46 3 N , ,, yt" �Y WATER PRESSURE INFORMATION OBTAINED FROM JOHN KNAPP 2� I�2 ;(� AT THE CUCAMONGA COUNTY WATER DISTRICT (909) 483- N1419I a `h`' 7440 ON 9-10-94. 41+ I/2 M( 1h. ;. y I1 it �4� �u. �� /241 � r/2R• ` - 4 , it 3 ,IQA 3 a � h 1 2 SL PIb 4.2 4'' d r A. Eu �d SEE BOOSTER PUMP SCHEMATIC AND .� X,15 ft I>i " ,162E � �. BOOSTER PUMP LAY-OUT BELnW FOR Al2 34 A " , ADDITIONAL INFORMATION. , 'M4' ��`L tl2• 0000 F al a6 4 J E I'VE iB?_4 1317 A11 1z 'h`' - Ile 21 y I B ' d 1,064 IN I • rAl �� _ . --- - Z �� y / " IN 991 YZ '�'�• ® l4" � ZI k2 N, ,1�.1 t • 12 1�r �►' Ih bb tb ZI , l ,� x I, . 11926 3 211 � ' r1 >s ' 3 Q. KEY MAP r u !¢ �• 1a - IY4 " *�4" �" 4 �„ " N.T.S. x- I2 Id ,, , " 211 v4• � I ��.'' I" � �► �' b 92 �' �� 4 4 _-._ 4 L F__ swoop _._ 14 M - ZZ °111' (; 2' „ 112" le © • •c '' ,N • \14, �� `� ';4 Z lF 2,I t " a W Nr I 1 2K� ZI " E ZI s 0 4 n NN D I SZ - 10- 14 LLQ ` id �2F °�' / 3 2,6 S � 7,- sit 9' i�ATF Ile� ' sit �,. O 11- ��' 219 2I 9M ZI ZI ♦ zl�� 1;�J ,�. CAI- I Dow PRESSURE CALCULATIONS c Shc� j j_ ;, ` �M It, f �� ► �� D3 1140 q��cA`��o�� C -i REVISION PER WALL ADDITTION 11/8/00 WATER METER• SIZE " _' '`p 1 1274• N.G.L. 1411 - 13 F R THIS AREA �Z` ' ` Y2 4 > , " �� pQ' ' - O 04 z ELEVATION �r/i, 1» z.A» iT.O _P.S.I. (� " - REVISIONS PER CITY COMMENTS / 3/3100 ' 41Q74 0 IN-HOUSE PLAN CHECK REMOTE CONTROL VALVE '1-- SIZE I' y "--20' DESCRIPTION OF REVISION DATE CITY APPROVAL MAXIMUM DEMAND . 5 G.P.M. ,•� _ I, SCALE 1THESE PLANS WERE PREPARED BY: FOR PRIVATE ISE ELEVATION 1245• \ �� BOOSTER PUMP ASSEMBLY 10` INITIAL DATE PRESSURE•R.C.V. " _ ►.s.I.( SrATIC� , ll y2 M M • R E (84705 E_CHAPMAN AVE.NTS CHECKED ITYP.1 1-1/2" FLOW SENSOR EQ 42 � 4706 E-CHAPMAN ADRAWN t7f' Z h //�� 4 3 ORANGE.CA • 62669 ka thea r.f•I• M P • `V p F (714)771-9200 DATE Im-�?• DESIGN •!L WATER METER -�5 F as 41 MAINLINE TO 'A' VALVES , r F LICENSE NUMBER:95037 FILE RECOMMENDS 4- R.►,EACKPLOW DEVICE 11-0 ( lye VA 'A* F T R , 1,IF � 3' �° 3" �_ (TYP 2" MA 42" CITY OF RANCHO CUCAMONGA b MASTER VALVE COMMUNITY DEVELOPMENT DEPARTMENT 2.� MA6TER WE L 1LOW MISTER 51.0 ' � F F F ]• WE VALVE 0•2 - - ?- Q..i]- ARAM/LINE Lof15 %' I� i p.^^ Z__ REMOTE CONTROL VALVE L 1'MANUAL VALVE � ,` I ? ( F300STER �M PROJECT NAME TERRA VISTA OBSTRUCTIONS D 12 P�"P LA MISSION. PARK LATERAL LINE E.0 --`_............. I j 3• �JF 3 N � SHEET TITLE _ F1rrnw Lobi 1 WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET IRRIGATION PLAN LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN FRONT 111 FT, ELEVATION CHANGE IOAINI s��.- OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER MAINLINE TO "B" VALVES j -`` COVERAGE THE IRRIGATION CONTRACTOR SHALL FIELD L�MAINL.Iklr_ TO "C- ALVEI TOTAL SYSTEM LOSSES PREa15URc REGu+REo AT HEAD: 12.9_ ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER V �� MAINLINE TO " VALVES TOTAL PMSSLMIE RtOVIREo CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF DATE MUNITY DEv T D ECT DATECITY ENGINEER STATIC 0014811101E AVAILA&LE: -».G THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. PRESSURE SUPPLY LINE FROM BACKFLOW PREVENTER ' BOOST PRESSURE FROM►UMP: �55•o ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST �� PATE ' BUILDING O CIAL SHEET �'. OF TO THE OWNER. (TYPICAL) APPROVE -' �. TOTAL AVAILABLE PRESSURE: 1'L11►_� BOOSTER PUMP SCHEMATIC BOOSTER PUMP LAYOUT CITY PLANNER DRAWING NO.LO9 RESIDUAL WATER PRESSURE: .lE� CITY AISIOUAL WATER PRfsfURERROUE87ED: 10-20 P.I.I. PROJECT SHEET NO.'*A OF '.� I i hO PRESSURE CALCULATIONS PRESSURE CALCULATIONS SPRINKLER HEAD LEGEND IU SYMOOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADS G.F.M. F.S.I. /ATTENN 7'TURF ROTOR PO►-UP M °E• IT. 20.0 60 FUI L CMCIE I MMIRR HO /ARI (J ® �4o M ..• FT. 20.0 60 WATER METER R 61ZE ,�•M WATER METER I � ilA, H.G.L. 1411 H.G.L. 1411 }t ELEVATION 1234 ELEVATION 1234 0 � 43 St• FT. 16.6 60 v I� 43 ff• n. 16.6 60 61111 177 X.433 '. 77.0 _P.S.I. 177 X.433 77.0 P.S.I. PART 41 67• •I'T. 11.6 90 I� I N ® 1.40 41 a7• FT. .11.6 6o \ 1 REMOTE CONTROL VALVE (;_14 SIZE REMOTE CONTROL VALVE SIZE �� HUNTER :20 ADV 4"POP UP 4kAA RW-TOR 1 ':c' i-!. ';. 30 110 G.►.M. MAXIMUM DEMAND 56.0 0.►.M. �t132 I Ilh ®�0' i2G A04 300 iT. 1.8 40 ® C ARV ':S '" F7. 3.0 M1 MAXIMUM DEMAND '24(, P. :•:1 ` :20 ARV .^. 27" fT. 2.7 40 PART ELEVATION 1213 ELEVATION 1221 ae ADV 1.11 i:'• FT. 1.a ay P,sr 4 PRESSURE ES 511E R.�.V� �rJ .............................. .... 7 , � ©Q :2cc ARV L FT 1 d aQ Pv A%..: _ STATIG) PgESSURE�R.C.V. L.S.I. sTATG 47 , R. , an iAF: !8 I ..gIgGsr7 b ac . nP At1v FT.METERWATER METER 4 2 r 40 PAi;T 4^ R.P.BACKFLOW DEVICE .1,t 4^ R.P.BACKFLOW DEVICE ��/t ' 1 A 1 _e r<v AR', a Fr t.b 40 11.0 11.0_ VV - I 1 II�. i 'in RP iLv 4 i•!. .^..r 4n . 4 [L tP.UV 7 3n' Fl. 2./. .0 PA:<'! 2" MASTER VALVE i I%'FLOW METER 6.0 2_ MASTER VALVE i 1 K'FLOW METER S.O -7 � q � ®® 3" DATE VALVE Z t J 7 DATE VALVE f ,� 5R III O•Z 3 519 Ilty �� FT an 6 L 3- MAW LINE LOSS j,�_ 6 L 3• MAMI LINE LOSS Ii < ••P,r� i, f 2 4 --_ REMOTE CONTROL VALVE i 2' ANUAL VALVE 7.0 .:..:. . H // 2REMOTE CONTROL VALVE i 2'MANUAL VALVEj+� 1 ` 4 , , 1 OL :m._ ' AaV .._ iPTt. t.� °`•• Pra...... .... LATERAL LINE ....:..: .. .... / t � � �.0 LATERAL LMIE ,�_ , 'I ® 2t.., Ar•, i , FT ,c .c. i, `• '� i . I 2,382 'Iz• � 4 Z �; � \N, :2G Y.P A(„' i!FITTIPG LOSS � FTTTING LDSS � KEY MAP Y� � ' , • •• COVERED PICNIC RAINeNo lel:-SAM-IRs 12'Por u►sFRAV NERD lis li R. a.7 ..10 KAL PENA ISM 16 R. 1.1 :RO HALF 21 FT. ELEVATION CHANGE N7AIN1 <9.0> 14 F ELEVATION CHANGE(GAIN) 5 .- �• ��• ` I�" Ir Th y, ,� �i\ tiR 1 j 1912-SAM•/RS TOTAL SYSTEM LOSSES 3B.G TOTAL SYSTEM LOSSES N.1.S. GP / u It L �4° y J I p PRESSURE REQUIRED AT HEAD: 60,0 PRESSURE REQUIRED AT/LEAD: 6Q.0 �' t, i2 � It � 1612-SAM-PRS ISO 1i FT. 2.0 a0 OTR. TOTAL PRESSURE REQUIRED: 11•0 TOTAL PRESSURE REQUMREO: I_.0"L.0 ♦ 1912-SAM-MIS 12F 12•• FT. 2J a0 FTAI A- 1912 -SAM1200 12" R. I.a :W HALF � �. �P Z " 1 4 'LI h 1 i/ U 7 4,6 ' 1912-SAM-MS 120 12•• FT. 6.7 SO OTR. O� / I • ' ' III21 I�j 1 ": ,� 1812 -SAMfOF1A 10" FT. /.6 :K) FULL STATIC PRESSURE AVAILABLE: .77.0 STATIC PRESSURE AVAILABLE: 77.0 BOOST PRESSURE FROM PUMP: 155•o BOOST,PRESSURE FROM PLUMP: t. ZII 43 I• IL IT 1 t II I t ,O, te12-SAM•MIS tONiA 10'• fT. 0.9 :4 NAtf TOTAL AVAILABLE PRESSURE: 112.0 TOTAL AVAR-ASLE PRESSURE: 112.0 1 6 I \ �� • I w L �" � 1 � � � r I 1812SAM-FRS 100-LA e" FT. 0.4 :d Ol A 1e12•SAM•PRS 8F-FLT e•• Fr. t.s :•G � rut RESIDUAL WATER PRESSURE: !I RESIDUAL WATER PRESSURE: .10.0 1�4» LIZ ( I I�i { ' 46 1612-SAM-PRS 8H-FLT e'• FT. 0.6 :0 HALF �.J /,JIFA. Il l 46 1812-SAM-PRS 00-KT O'• R. 0.4 30 OTR. PIRESSURE REQUESTED: 10.20►.S.1.TY RESIDUAL WATER CPRESSURE REQUESTED: 10-20 P.S.I. II Iy4ITY RESIDUAL WATER 11 (I'Y ,� `, , !.� ( 'i Q ♦ 1812SAM-MIS 16-VAN li R. 0.6 a4 ADI /yI►w IT" •) 3Lt` x 1O06-SAM-PRS 6'POO-UP SPRAY HEAD ISF 16 R. 3.7 M, F.ILi 4 Q� 4 I ' t Q " 1 lY 1806-SAM-MIS l6M 16 R. 1.e 70 HAt l D 5\ 131 IV 4 �O tj 1e06-SAM-IRS IST is FT. 1.31.2 bV 1HIRL PRESSURE CALCULATIONS •� 2M 14)EGq 1SwSAM-PRS 12F 2 FT. 2.6 :w OTR N D! 2 1. �• / •I ; 1 \ ,t10e•iAM-LIRE I2F ,2•• FT. :.. 70 FULL WATER METER• 512E 11 C2i_, �'� { ; J�! IS06•SAM-FRS 12H 12• R. 1.3 30 HALF 1906-SAM-PRS 12T 12" FT. 0.9 50 THIRD C.iL'(O t d H.G.I. 1411 I! ' 1906-SAM-PAS 120 12"!`^ar. •- , 0 .7 30 OTR 1 1 I p te06•SAM-FRS 1-A 10" FT. 1.6 :JI FULL. ELEVATION 1234 -, �,. r ` J1 IO06-SAM-PRS ION" 10•• fT. 0.8 3U KALI 177X.433 77.0 P.S.I. / 4 A„ ' 'd tO06-SAM•PRS 10T1A 10'• iT. 0.6 :10 tHRO 10104A REMOTE CONTROL VALVE 2.5 SIZE VA { IR' 1 II a (0 'i I 1000-SAM-PRS OF-FLT 1 .. FT. 1.4 30 OTR. Z / `�� . � 'Iy ' Ih11 ® 1606•SAM-IRS OF-FLT 9'• FT. 1.1 3u I'LIU MAXIMUM DEMAND 62 O.P.M. ^ ._....1� ' 1 t,� II F I/• �2,414./� I�IZIk p 1e06•SAL,T-►Rg eN-FLT 9'• FT. 0.4 30 HALF mummum ELEVATION ]jam f `�..- 1/I _ 2 Ir/"» {I • I@WSAM-IRIS 80-FLT 9" FT. 0.4 30 4TR. •r N I N 4 I 9 1006-SAM-PRS is SST 4.16 FT. 1.2 30 SIDE STOW t� PRESSURE R.C.V. 51 /.8.1. �SlxTw,) / i �Ift 4r I, I4R 2 Z IZ i S 1906-SAMVAN IS FT. VM 30 AOJ. (J I p Z �$ am r.s.l. 11 IZ ,. l • ADJUST MONY OF GEAR BOYDII AND STREAM ROTOR sPRINKLERs FOR HEAPT041EA0 COVERAGE. Q I rr WATER METER t]•5 01' •/yI 4 •• WHEN RADIUS OF SPRMrKLER HEADS.REQUIRED FOR PROPER Tff COVERAGE.IS LESS THAN RADIUS SHOWN ON LEGEND.TCOR TWLG IOR 4' R./.BACKFLOW DEVICE 11.0 3Lr Ar I SSLSCT SCREEN ON PCS NOZ MA SCREEN SELECTION CHART FOR APPROMRADIUS. IIATE RAD f�r SMALL EOUW"SAO VAT"A RAM OND-PCS*PIESSUIIE COMPENSATING SCREEN FOR FLOW AND RADIUM CONT1101- _._. i _ MASTER VALVE L I%'FLOW METER 6.0 �., \� - QATE VALVE 0.2 / 1r Ill '�• . p LVL / ISL +".,.....,___ 6 3',2h' MAIN LINE LOSS �+'1_ 112 �'.° I� 131 1 1[ 1 IRRIGATION EQUIPMENT t ti REMOTE CONTROL VALVE L 1%'MANUAL VALVE 6.0 / ' • 4 ' DS �2 1441 �I(o� t r ' LEGEND ,Aw f p !, L.1..1 SYMBOL MANUFACTURER MODEL NO. DESCRIPTION V\ t r�77 ILi - LATERAL LOA 6.0 ` 111 kf 2" 1/�� 0 14 1 ® CAI SENSE ET1-M WITH SERIES AUTOMATIC SP'RINMER CONTROLLER MOUNTED WITHIN RESTROOM PIPE CItASE ROOM- (V -- FITTING LOSS _. r / \\,` 1 1)MODEM i PROVIDE ONE III[ICON PC PERMANENT REMOTE CONTROL PIGTAIL AND ONE III PRONE CABLE (\ �L- 1r 1723� I� R •L 4 I1)LA-2• STUB OUT I0R MIONE MODEM. INSTALL PER INSTRUCTIONS OF CAL SENSE HEPRE SENT A TIVE. 12 FT. ELEVATION CHANGE(GAIN) < U > - \, 2,7ZI ` '/ �� w g II R ��2K INSTALL AUL EQUIPMENT PER CITY STANDARD IOETAIL NO.3 AND 41 TOTAL SYSTEM LOSSES �• + r / LIZ RAINOIID -EI B CP PRS- SELVES ELECTRIC CONTROL VALVE WITH COIAMMO00 300 SERIES MANUAL ANGIf VALVE-SIZE s8.o SHEET # Iu �k �1 It-517 t" FrJ (Z 1' I NOTED'••-CITY STANbARD 1UETAIL N0.61 PRESSURE REQUIRED AT HEAD: 6Q.0 13 II �) I �� Ir RAMNINO 33 DNP QUICK COUPLING VALVE WITII LOCKING VINYL COVER• 314'1160'O.C.MAX*A M.E1. CITY _9OR SW 110 4 61 AHOARD ILK TAIL NO.9 6101 / TOTAL MESSUIIE REQUIRED: 8.0 (2)2„ I�. I j WRKINS 676 RE DUCFD PRESGUM TYPE SACKFLOW MEVENTER 4 ANTAIL NO,11 STATIC PRESSURE AVAM.A6LE: 77.0 ,.•� f }x 7)•yVJ/ I 211 W ! N MOCO/WATTS T-6661403 SERIES VALVE 1146 OR SMALLER•BALL VALVE WITH STAINLESS STEEL IIANDUE, 2'AND / II y RTRW LARGER-I ESILMT WEDGE GATE VALVE VAT14 2'OPERATING NUT•CITY ST^HOARD(DETAIL 6 BOOST PRESSURE FROM PUMP: 35.0 S i I/y �4` L 4 I ,yP `'. NO.91 TOTAL AVAILABLE PMSSLIRE: LIZ-� AREA - I LIZ■ , ` e''� , IS/M•1•Lt „/ CALSENSE I'M 1.60 FLOW 660011011•I%"-CITY BTAIIDMW"TAIL 000.21 II c) yJ+ RESIDUAL WATER PRESSURE: _l4 •_O (I 3�1 " / I \ 1r / I -' A CLAVAL 130-AC"C MASIER CONTROL VALVE•NORMALLY OPEN-2•- IMA1L 000.21 CITY RESIDUAL WATER 3 I'LL' / 11 V '�' +• PRESSURE REQUESTED: 10.20S.` / II III " I 11FF t1 BURIED PRESSURE MALI 199E•PVC CLASS 316 FOR iUfs 2'AND LARGER AND SGIEOUIE 40 F011 fUEi 116*AND S6Ml/FR- �r ,IZrI j.. -4 * I D Yt SIZE NOTED •11 11y4 1 ' ¢ ( 'A I,^ Neu I' BIMIEO NON-/REifUIIE LATERAL INE PIPING-PVC SCHEDULE 40•ELLE NOTED. y-Y Y4 I o0 1 !t ,L•`Joe IOF c Yom/ 11'�•="� PIPE SLEEVE FOR IN 11101"TION PIPING INSTALLED UNDER HAR IOCAPEMOADWAY-►VC SCHEDULE 40-SUE NOTED. 'Ilk �• �ti r_`i IZ 1717 �I JI)�' W141GA TIONCONI NOL WIk CONIriMI MIS'At:.kD!IIWEN HANOSCAYEMOA7WAY-PVC SCHEIA DE 40-SUE NO:EU. V dip• /8 L i 16 'N^ICA"E;itOW IN G P M FOM kt kr IR�,C)v•ROl VM VES. r 1 J Ar 200 I I //J1 I. SC 3VDICA!ES AUIOMAM SWIINKIIH WC4Cn '. S'AIKXI NUVEEF. 1 Y U 7�r �.rea.. •'i � '�F 'NC'��.•ES'9N1GAIkO AREA'S SUUANf fOU LAGE. A (I 7 TT J145\ I� y rye, WOFCAIES UECTWC CONTREIL VALVE SIZE, 4 4 \. 4" I ! � 15 r f �� s• �' C �GC-4N [� jj.T1 IM m. '''C7` •• AD $ FR':?a.:RE 4,.G.NAIWG MOO'1 �.. •.t"ktECT%iC CON"Mr, wA`.VE$O THAT THE SPRWKIER HEADS AT THE IRGIIESI ELEVATION +f�/RA.AWI[71/ C1�A ' 3 Y j 9-)280l'I:R I ! - -4 WIIINNkACif CONIMOL VALVE SYSIEMOK14AIkS At 26 P.Sl ANDNUTUNMEAUSAI IIIE I°GNE S.Its. VA WIIINN CONINDI VAI Vf /'j-• 22 ,� llillf 1 1, bglrM. I SYSILM OPtHATES AT 66 P.S.I. a Date �_T' n p u, 021 4q '° I 2103cv q0 f PICNIC 17,778 31041 I 3i �5 1� I„ ��•_._ I%� I�► Iu '�� "�N X19 is �1 ?� � _ '�1 � -00 I• I LEC.000. 1115 iii 'I" s I �� " Si09$ 1� 1317 34 O- Z 'meq„ -7b10 1 � ' s � 3453 211 It, I11 ' r z%i" it 0 Bl ll MyDATE I 2y �+„ PAR yry uzl� III/I �� 1p 1,317 1,, D12- COURSE y kJ- P ADC I I1,2,. 11 �21 111' V2, 11� 0 t�ff �Ir /!/ _ 1 ., / 6' �_--., \...-_..,: ._k. r. 1 rI eI I (1�R 1/2. .._ 4 PICNIG I lT I „ ® J ,[L2 DI� � ly' h P IML" �• �' PAb IIZw � � PICNiC 11 i r 2 D lb 'I 12R IIy L \ Q� �'�4R -/I�,' �4. �,4„ PAS 4 � ao 1,274 It I P 25 }2 1146 3/41, �♦ I w I.. �, ! fid. I 1 I 25 IF `" � 10 2733'1 o OOF 100REVISI�� q :4 ` sw• X1 9✓4n 3/4• w iI 3/ • 341 ,` N-HOUOSE NS PLAN CHECKPER CITYOMMENTS / 3/3 00 IP/`• ' /F P 13 2t / DESCRIPTION OF REVISION DATE CITY APPROVAL �. 11 ,,, , � Q �• �b �2 l SMILE 10-%W V. i ,I 7 �y"' �1 3i Ir 116, TIL• 3 „ THESE PLANS WERE PREPARED BY: 4 FOR PRIVA I t 1 d. d. Pagano, Inc. INITIAL DATE I 1,498142 I4I. � DRAWN 3 Is /4 4706 E.CHAPMAN AVE. CHECKED 8/,N ORANGE,CA • 02WO9 ` " (714)771 tQoo DESIGN IRRIGATION CONSULTANTS pP DATE Pll-" 3 ` --�-- I11 ry _ ___ ._-_..____ y 19p, LICENSE NUMBE 'X5037 FILE RECOMMENDE h M M CITY OF RANCHO CUCAMONGA 1 3�4 uy„ 1I R 1 TIL„ - r .- • IP �. ..._. 10 COMMUNITY DEVELOPMENT DEPARTMENT 1 I a PROJECT NAME TERRA VISTA LA MISSION PARK �f [ SHEET TITLE OBSTRUCTIONS i IRRIGATION PLAN CHURCH 15 D 15 WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET STREET / LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER DATE Nm DE . NT IRECT DATE CITY ENGINEER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD i APPROVE ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF J DATE BUILDING OFICIAL SHEET IZ OF r 3 , THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. APPROVEDI ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST uj DATE '"► " 0 " ,y. / CITY PLANNER ► mo. 15-7 / • TO THE OWNER. (TYPICAL) / F , PROJECT SHEET NO. 215 OF 43 1 (y) 1+4/erl SPRINKLER HEAD LEGEND V` 3VMem MANUFACTU"EII MNOML MO. 04201111,11001 NOZZLE MORIS O.R.Y. I.)1.1. PATTEII-vo 3•TZAR ROTOR POP UP M f8• R. 3e.0 f01 FUl C IRC t t 11111FrOR W ® M ff• A. 70.4 1G PART ® 4M ,y 43 SO• R. 10.8 N FLA.I N ^��I� ® w 43 H• R. 10.6 N PMT x 1806.SAM-PnS e•ror-U/•SrnAV I/FAD 18r is FT. 7.7 00 rML %� f ® ,.» f1 Sl• •FT. 11.8 w ML ti ® Y 1600 SAM rnS 1511 18 FT. 1.9 70 IIAI.r N sT n. .,1.1 FO raal W 1806 SAM rnS 18r 18 rT. 1.71.7 70 111mD NLOJTlFf 0 A"; 4"PO::UP C:�AN ROT`ik 6 F`.". 37 A^. ::pµ: ,P• IG AuV aC ':lit: 1i :806 SAM r'r15 160 10 rT, 0.80 70 Oln. r "`�i ® 20. a^, 3.5 . ac 4o PAn- t005-$AM rns ,7F 417.. rt. 7 e 7o rvlL 12') A.. ' 1800 SAM rnS 1711 17'• R. 1.7 70 IIALr /��A�n1 7/�J �0 IlU ADV :7' f". ..4 I ♦0 ?AR? 0 100GSAM.M1$ 17T 17•• FT. 0.0 70 T11K10 14 �I ,7 "-- -'� IQ0 v 1 11411 © I 0 A^•i •2' ':7' 1'7 7.b I 10 ::Aµ: 8 1000 SAM-NIS 170 17•• R. 0,7 70 Orn. V �{ �f�• ':/--.. ©10 _ 1 2r F, 1.c I 4- PAR' /r1 1211 ADV I 9 Ieoa sAM rn$ Or-LA Io•• iT. Le 70 ruu ®© 120 HP::6V 12"OUP uP(;CAR HOTGA a �7' FT. 4.0 4U FU.:" I e00 SAM rnS IOI4 LA 10•' FT. 0.0 70 IIALr JZ I� /A27 Q /jIJ0 H%'AOV 4 35' FT. $.7 44 •'Rai • � +r R „ ® :10 rl7 ADV 2 ":5' FT. 1.6 40 �Af,P 1000�$AM�IT$ IOT�IA 10'• FT. 0.6 70 TIIMD /V y 11 I FV /�,j ''T Y,..,_,,.✓ © 120 HP ADV 4 .^.0' F7. .8 40 FU:I. Ink 1000 SAM PIIS 100 LA 10•• Fi. 0.4 JO OTR. 1 IJ O Q 0 •[ IIL,. ® 120 Imp ADV 3 3-)' FT. 2.4 30 PA,iT I O 1800-SAM PnS OF rlT e•• FT. 1,e 70 rVll P �. „ I'LU!1P ACV 1.5 :1:1' F7. 1 4' 40 PAµf 0 1000.SAM.Pns all rLt e•• FT. 0.8 70 IIALF ,(, //�$14 / I• I) ® 1,;,0 HP 34V 4 KI' {.'7 611 �111A • IeOa SAM M1$ eO rt e" Ir. 0.4 70 DrR. I`T 47 PAA /2 Ilv! ® 2 I, T.e 40 i[0 nP AOV PART Ie00 5A,M S 18 5AT 4.18 rT. 1.7 70 SIDE eTn1r Ik?_11 11482 �' 3�1r " ® :[U!tP nfiv t 2S' FT. t; 40 PAH: IOOe$AMr11$ VAN 18 rt, van 70 ADJ. r I ,. P: 3 r. 4c uu. 1 Flo I ' COURSE 11 P :20 H::;,I;V I F A. /�'�/�J 7 a ra: • AOlVeT nadUS OF GEAR MOTOR AND STREAM nOT011 er•n1NKlfnO rOR 11fA0-10-I IEAO COvfMOE. . A `�- � ,•.. 4 I IZ '� �jr11 I Vi'1 I r./�!r p f35 rIp APY ..> _ . ,,1 I 4A �I:., r/ 4 C{ T E, 72U!IP All •If F'L 1.0 40 0Aµf •• VA IEN MDIVS OF SMINKIEn IIEADS.RCOUtnFo Ton PnOrFn COvEMOE.13 LESS MAN"ADIVS 5110WN ON LEGEND.711E CON TMC TOR ZO A23 � 37 h /" Q ,, SLUM EOLOP 11FA0 VAT11 A MIN OInO rC5'rnE551X1E COMPEN$A7M1Q SCREEN rOn FLOW ANO RAOR/S CONTROL. 5 38 A� Q •/J /'- f i f �� l RANOOM 1017 SAA64M 17•IOL UP SPRAY Wn IGF 18 FT7 7 50 llfvl J. SELECT SCREEN ON r•CS NOZZLE SCnFEN SELECTION CNAnT x011 APITOI'111ATE RAO^/3. 11'_.. d3 A �7_7 ^ " _._ T 10N a R. 1.9 90 HALF �I'41.1 (! ,.171-5A� Ila ,0 R. 0.0 3.0 OTR. ✓1 ° " ' ' � / 37 4� 4.. _. 1 II ` � •• 1.12-e4u4•PRs uF ,1•• R. :.. :ru r i4./ /y) / - '•'Y-°M'�"• 12" "" R. " X IF�`I OBSTRUCTIONS 1902 ,' I 1 1017•tAYrR^ 170 R. 0If, ' , 1'�� 7 1412-SA664 Mi MP4A 10•• R. t.• W2-SAM,`„S 10»4A ,o•• R. o.. 1 SII WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET a/ 1004A 0•• R. 0.4 :w (0 T, r h I/Z r f ` h► 1e12sA LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OHIT 0'• R. 1.0 ?G r U I til "'T•A""'• OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER .•.._. s"4LT 0•• R. 0.4 70 HALF 1412-SAM-PRS / T R 4 COVERAGE, �Y \ r J 7 i U1 -SA4N11; 4 �2 II �,�9,1 _ � + ,•1�,,,, THE IRRIGATION CONTRACTOR SHALL FIELD _ 1e-vAr Is R. o.e w /.O.f I ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER 311 I 112 CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF �• a ©� ® ♦ U2' i11 ° " " THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. 3 E 2,11 I " r I „ 9• 3%11 t �I� / /, 31 (I?.° �° ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST N u PICNIC Za p2' r TO THE CITY (TYPICAL) r fRAD r 1L" Z( u PAA l �j SF 1L I 1w '1a 4 \ z E �r CGURSE I r a r `/,(� '� ` S, w �r r ffr n f, r !I , ;� l , 11 2y 9" rO T 2Y J✓ R -,�--�,�" ,. _ 3L z _ ti'�i�' HIS AREA �� r � •1�j. ,1 3 (" 1t1 1 1 �� 1►�k � b- '� �n �� 7 ��1 �i��b �• � 3 X11 Ah AI, k �r J�117/� 4N ii u� (a +y�" f�P 1 r" ZI 21 7 r� • �1(tit " ^ 1!4 � I �, r/• d lOZ.12 r� r y2 42 ` ,1�• ''.N- 4 1, 3� ?.I '�, �2 AZO „ 1�� D ve " �" '�4.1pZ LIQ K IIZR 11,4?fL 1 fL O II>" y2r34 Ir►,'� 432 A 15 90 111 ,� 21 , I 11 I l If II( 7 16 F 1 1 1 104, IrRm " 21 '�I I „ r 1 1 /� . w 1 -•. 411 „ 1 III I121. 2 M Y 1 1 I h Y 1/ M I V ° 1AA 2 1 a �' 1 � 2 U I 3 a 4 • / I Z � ' - y •1 "'r �1 {SIL� 'Qrr 1 ��rr ,t� I� p ,•,.,:,,._...,•,•�, �^ s Nti y rl 4 ' C17, Irl 3 311 1/ ;. 30 N IZ liZr I � �� q2 '� .x.: B nIz 14 1500 1 A y ! d 43 4 r ( 1 8 G b 1 1 X. M I 1 I " 2124 Q� Ilk ''1 " rI L• 1 '! 'It ...�, ra �i}.%:....ar:::i:::<"at.i:>:.>?:<:.::,?:::at•?:<::: ,�� Clb 58 304 l y2'' 3 3 �Zo'7 2 N z, 3/- 1/s ►I ' 101 to f KEY MAP (y r 1~ ` C19 43 I }� 43 " � N.T.S. 4 /• 1 '�. tilw! I� 3,398 'Iz P � � '� '� �' ��` cl•I �7 .I 1 311 �( ,� I�` K la 3395 1 i„ J G3 2? �3 I BJH O\ 9�• ," 2407 �Ci M 3 � yj /2 listL1 y-, 11 SCAPe I�'i �3(.4• iIh11 4- AREA �. ` � SVIR _ 6 CIO G 7 1 ( _ 7 0 L 44 �11 Iw fR7 �,�b i s 2u I Ab II I Q 1 d �� oP 1 r a h 74 CII CAU � GS 5$ f GI2 40 ii a4" 4� 21�i1,a Ills' 2,021 2 121 l'qn 78 GI ?SII00�soup >t[• N � 14445 2'' 11 u - � 4 + u t,C.1!1D.tw a-7 r 1% 1 1 �'ZH A j I t I � 1 11 '�r �'� ` � 3 a0• �1 11 54 C.8 I� '► G 3 � 2 / 1 r ® 43 z� 616 I L 2%s ► 632 V l I'k�2 ` w y1 I r I L'1 1151 1 D2 5 2/1 �• )k 4v ,II�l I YI► /✓411 ,� � 2 t " 2►t� ® © II REVISIONS PER CITY COMMENTS 13/3/00 ' •+ I n Moog IN-HOUSE PLAN CHECK ® 2Yi '' SrALE DESCRIPTION OF REVISION DATE CITY APPROVAL h k' •M. '� 21 3F✓ DESCR , h yyt 2� 5 FOR PRIVATE USE 4 0 f THESE PLANS WERE PREPARED BY: ` • Z1 ® O • / 8 IRRIGATION ga o, Inc S DRAWN INS DATE Ib• 4705 E.CHAPMAN AVE. r N �; / 7 , ll2" 1�2� 7j/ ZO ORANGE,CA • 92660 CHECKED Y (714)771 =0 DATE b a7-410 DESIGN 11 1�" It�cr !N �i1 \� � *�N 40' '!O• 11�Z Z!�'�� . �,x,1y.^,e,;n�r X . M 73�� /t" T� 411 I ill• I 1'„�' 3 4 , V�",' " +`•y, °� LICENSE NUMBER:95037 FILE RECOMMENDE Iw -Tr 11 19,. ��h I 25 ?h IAC r •h\ .�--�. � t IIZr � LII 12r � � z 2,, ,- CITY OF RANCHO CUCAMONGA . • I2r 144• 11 u,y /$" ?0 2, u 11-i' - 1 q COMMUNITY DEVELOPMENT DEPARTMENT A .. PROJECT NAME r �r N, �� Ir' /1j 'G r �I/ I M 1 4 h 3. �' - -- I%1, U r ,Ise y �L 1 •- of TERRA VISTA _ _ a YI ` �T� N -- -�...p.. -- �" ,, r �, n '>'4' ►, „ E�F ,��IF� LA MISSION PARK 1� L , 4 ' I r Z n �'' ., ' , iI3" SHEET TITLE Iu + �'. 7• '. 113„ Zu ►q11 � IRRIGATION PLAN ot �j y ---- . • f - 11 II I 1' 1 N 11 (�!1�1 I" r " I •1 n _ M ?Y'� I R_. ....-_. _._ J-+,f,N II ZJ I' �' ' " M 111 1 2� _ a 3/ I, - 1. CH URC II II� 1� DATE NITY DEV TDI T ®ATE 1 of �I " N 41j,n y ►I 'Lai yv / , CITY ENGINEER IIFl„ I 1J APPROVE F' 1 DATE ,1 a • BUILDING OFF SHEET 13 OF 7 APPROVED STR E ET DA CITY PLANNER DRAWING NO 19 00 PROJECT SHEET NO.`10-OF 4$ l N ) , SPRINKLER HEAD LEGEND _ SYMBOL MANRNACTWIER MODEL NO. DeeC11MT10N NOZZLE MWS O.I.M. -f.0.1. ►ATTEMR MNITfII ,AG S'TURF 11pTOR POP-UP N 0E1 FT. 20.0 M FULL CN1Cf f �-- ® '� • " ° `° FULL MRI POINT OF CONNECTION p S0 . �°".0 70 K ,N 47f1• FT. 7SS 00 PART Y ® , 41 sa• .Fr. I1.; 00 WATER METER TO BE INSTALLED IN ACCORDANCE WITH POINT OF CONNECTION - CONNECT TO 4"WATER METER FOR ® , O ` n. '/.1 Eo PAP FART CUCAMONGA COUNTY WATER DISTRICT STANDARD 2A. IRRIGATION. THE CONTRACTOR SHALL MAKE 0 120 ADV 4P '� ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION Q HL"TEA " QP UP GEAR ROTOA '?, 36• FT. 3.7 4J PART 120 ADV 2 F �If ®a. 1' , PAA, NOTE: 12n ADv :.r rr ;.� 4o vnAT OF NEW WATER METER. CONTACT THE CUCAMONGA ® ;.s \ ® ;20 ADV 3 PT. 7 43 PART ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR /(2" ! COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION ;W AoV 1.f, F1', 14 40 �%"T MAKING AN APPLICATION TO EDISON FOR METER AND FOR PROCEDURES. ®®y 120 ADV 2 .. FT 1.9 40 P041 COORDINATING ITS LOCATION. EXISTING WATER PRESSURE: 77.0 P.S.I. 7- '24 AtTY t � h'f. l.i: JO PAA1' � \ " ,Ile J} �G¢" BOOST FROM PUMP 35.0 P.S.I. ® 120 HP DV 12"POP UP GEAR A9TOR r, ,•:' Fr. 49 <o f.,:_7- ( TOTAL WATER PRESSURE 112.0 P.S.I. 12G HV ADV 4 .,. ® F1'. '>.7 J0 o.c.NT 120 HPADV l °>• h-f ,,, ,., 911W AUTOMATIC CONTROLLERS "A", "B", "C", AND "D" f B 11 , SYSTEM DESIGN PRESSURE: 102.0 P.S.I. ®. 'x"PA°V '° F, •'° �•,F,f CONTROLLER "A" CALSENSE ET1-M-32 / MOD-1 PHONE/ LA-2 / TP-1 BOARD/TP-110 PEAK IRRIGATION DEMAND: 320.0 G.P.M. ® :2C HP ACV ,'5 3C' FT 1 bq p„RT ® 120t1pUV J 25• Ff ,.L.. ' CONTROLLER "B„ CALSENSE ET1-M 24 / TP-1 /TP-l10 ® HP ADV 2 2n, FT J0 YAR, CONTROLLER "C CALSENSE ET1-M -24 / TP-1 /TP 110 �0 e114'� F , t, \ ' pVEcIC GouPLER-- uILF rr4 -'� FLOW SENSOR ® 120 HP ADV 1 Z5' FT 1.0 .D 7Ar,T � CONTROLLER "D" CALSENSE ETI-M-32 / TP-1 � Tt•-tI0 T 3a„ QQ 120 HP AC F1' 40 t'I: ,R I�A � Cv(•,E of CALSENSE MODEL "FM" FLOW SENSOR SHALL BE INSTALLED INLINE, WITH ONE (1) :zc HP Acv ,s 1 r•T ,s 4o nr.r I ,, Lt i2CHPADV , , Ff 1.0 �> I G/..Hl' CONTROLLER "A" SHALL HAVE CALSENSE MOD-1 MODEM AND LA-2 LINE �j14 ` �- I ' �� A \ WALK FLOW SENSOR PER WATER METER. INSTALL WITH TEN (10) DIAMETERS OF SENSOR- I` AMPLIPHIER. ALL CONTROLLERS SHALL BE EQUIPED WITH TP-1. ALL CONTROLERS , + RAMNMIO 10/2•SAM-MS 12'POP-UP SPRAY HEAD ISF to FT. 7.7 30 FULL �_.� . A- 1012-sAM•PRf ISH IS FT. 1.9 20 HALF SHALL BE WIRED TOGETHER IN SERIES WITH PAIGE 7172-D COMMUNICATION CABLE. ,, ,, SIZED PIPE UPSTREAM OF FLOW SENSOR AND FIVE(5)DIAMETERS OF SENSOR-SIZED E }` PIPE DOWNSTREAM OF FLOW SENSOR. PIPE SHALL BE SAME SIZE AS FLOW SENSOR I,E. uu•sAM-.Rs Iso 1s R. o.! ao OTR ALL CONTROLLER SHALT- BE MOUNTED WITHIN RESTROOM PIPE CHASE ROOM. 120 to `" 4 AND SHALL BE INSTALLED PER CITY STANDARD PLAN #516. WIRES FROM FLOW 4- 1012-SAM-PRS 12F l2•• FT. 2.0 .o 1A( VOLT POWER SUPPLY FGR HOOK-UP OFCONTROLLERS SHALL BE THE RESPONSIBILTY o I,�} s SENSOR TO CONTROLLER SHALL CONSIST OF ONE (1) BLACK AND ONE (1) RED A 1012-SAM-PRf 12H ,:•• FT. 1.2 u' NAL' OF THE CONTRACTOR. E:ICACT LOCATION TO BE DETERMINED WITHIN THE RE.STF300M 2� r211 _ 2 �\ '� STANDARD #14 IRRIGATION VALVE WIRES. FLOW SENSOR SHALL BE HOUSED IN A �, 1nz•sAM•PRs /20 t:•• Fr. 0.7 x f.ta 1012-SAM-PRS IOF4.A to** Ft. 1.0 :� I PIPE CHASE ROOM PER CITY OF RANCHO CUCAMONGA AUTHORIZED 5 ' ;r., 3 �� b VALVE BOX AS PER IRRIGATION REMOTE CONTROL VALVES SPECIFIED ON PLANS ' ,�� v AND MARKED "F.S." FLOW SENSORS AVAILABLE FROM RICH MURRAY FROM �, is12SAM44%S 1004A a.. FT. 0.0 :.n Au REPRESENTATIVE. INSTALL CONTROLLERS PER DETAILS. j078 -' - f y d� CALSENSE LOCATED AT 2075 CORTE DEL NOGAL, SUITE J, CARLSBAD. CA 92009. • ' � 1a12sAM-FIRS 1oG•LA 0•• Fr. 0.4 :,Q I�1R 181:•sAM-►Rs OF-FLT e • R. Le 20 FULL CONTRACTOR SHALL INSTALL (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH A a \\\ `i ..Y.- 11211 HE MAY BE REACHED AT (714) 458-0129. IS12•SAM-MS M1-FLT S• FT. 0.0 SO HAL! \ ►^ 110-FLT e• FT. 0.4 rw ',`H. OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE (RCV) ON EACH K f, 0 1612-SAM-PAS r • 1012SAM•PRS 15-VAN Is FT. os 50 <.c BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL )K ISWSAM-PRS S•ro►yP SPRAY HEAD ISF 1s FT. 5.7, ;to u! STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. \ '�'j" X 7. IOWSAM•PIRS ISH is FT. 1.9 - 1e0e•SAM-PRS IST 1S FT. t.a1.2 90 fHlkll � `O •• r •. �� y 12„r/ZOP't 13Ack 1R CONTRACTOR SHALL INCLUDE CONNECTING PUMP TO THE FOUR CONTROLLERS VIA -� /Lq, A, + ~.4 o f LA ALK • 1000-SAM-NIS ISO IS FT. 0.90 70 O /„ A 1000-SAM-PRS 12F u•• FT. 2.0 20 FULL PUMP START WIRES WITH PROPER RELAY EQUIPMENT. c4,� ,f N Aw'o 40 I 6 ,L ��r ' � ('12" 1 10 AS 7 b teOS•SAM•F'11$ 12" 12•' R. 1.7 3( KAI F ` VV/21027 OG.7 A, 2 ,['' >!I 1006SAM-NRS 12T 12•• FT. 0.0 .10 )I!iRb v`a ► (• •/ ' ) 2jEl .31 75c) e ISMSAM•PRS 120 12•1 FT. 0.7 30 (111; 1 rlf+ „ 0 /K-4N40 (' 2 e P !.1 p 1000-SAM•PRS IOF�/R t0•• FT. 1.0 ,o i Ul L '�`R' „ A 1 s f NOTE: ! ` 1 i 1y� h V2" 2,027 ,, '�¢" '� '� ko r4" a - J L 1SMSAM•PRS ION-LA 10•• FT. We 30 KALE I )�, /\ 1110!-SAM-PRS IOT•LA to•• FT. 0.11 J0 THIRft IE{ \ ,� y• I � 2-)584 INSTALL 4" BACKFLOW PREVENTION 100esAM•FRs 100-LA 1o•• FT. 0.0 V oIR. �11 ( 2lr ASSEMBLY IN ACCORDANCE WITH CAI p 1000-SAM-NRS ` 11F-FLT e•• FT. I.0 30 t t1LL ?11 ` ' 1, • (,• ,UI 11,723\1I/�L� y 4" ,� CUCAMONGA COUNTY WATER DISTRICT AI p IS04-SAM-PRS 0H-FLT e" FT. 0.0 70 NA(F 1 y.• 1 teosSAM-PRS 00-FLT r• FT. 0.4 30 DTR. Z STANDARDS 2A AND 2B. I@MSAM4%S 1S SST 4.15 FT. 1.2 20 CI!)E 111 RIP i 1806-SAM-PRS VAN IS FT. VAR 30 h."3. < �l f. 1, • ADJUST RADIUS OF BEAR ROTOR AND STREAM ROTOR SPROWLERS FOR HEAD-TO•NEAO COVERAGE. w_ j ,� r SEE jsLo W u P TO o •• WHEN RAORUS OF SPRIWLER HEADS.REQUMED FOR PROKR COVERAGE-IS LESS TN"RADIUS SHOWN ON LEGEND.THE CONTR.4CI(W -Y/MTV7 VV I� ,( n (V_ (.EFT FDR TH15 NOTE: CONTRACTOR TO COORDINATE CONTROLLER yt" I1/�� y� PROGRAMMING WITH A CALSENSE REPRESENTATIVE AND A J WALL EDM►HEAD K N A MW MRO'FCS'PRESSURE COMPENSATING R0 RIATEN FOR GLOW AND RADR,S 001771101. 9 26 '1�" a f t A P•7 seucrscREaRONresNo:aEwREa+sElEcrroNawRTFORAPP11wR1ArERAaus. I 14 tv STAFF MEMBER OF THE CITY MAINTENANCE DEPARTMENT. qP - � E,o,N.l. �L 1/2 Ill >jN ,2, �rR� �p'�-P' 7y 1A*` GP7.. Yn' ' ' t/ VI 1� 3'1 'W4 `, `O~ lIl/j� E 4« `J • G '� I aj O,�e �Rp2 i'lOW R, '�21 �!¢" the A l�« A D " 411 V'r 2'4� 2 '4(¢l Y2j1 WATER PRESSURE INFORMATION OBTAINED FROM JOHN KNAPP G b a � AT THE CUCAMONGA COUNTY WATER DISTRICT (909) 483- �4 9 I�,E 'h`' 7440 ON 9-10-94. h ,l2! , I I 1'12'' �.! ,�� x v P I r( w M 1/211 '� r 1 „ ,• . uz� I Mg63 4 a' A I J It ,�� , 1 o vs oSEE -Sf(CET 15 A 6 F EOEEI: WALK .tom , ll ' SEE BOOSTER PUMP SCHEMATIC AND >�15 h �/Eoi../ ,�,, 112( �. BOOSTER PUMP LAY-OUT BELOW FOR - Q s ,� 1,62} 6 2 ZE0'�• � A �4'` ! ADDITIONAL INFORMATION. - . I 36 A I1 •7 3 1' + N I ! ,►824 ,),317 I 9 7 (2 y w -�► �� 'I 43"E•o�. 13 � i , � 'hE 21 zyy �`_= � B 2a•' I� 1 57 1� 0 F 4 ,, ��s � �^ I, `✓ I'/4 � a ,� a ✓EO!.� 1211 � -111 �,I r �j y 1�4« �,.---- I r4 z` Sow AIO 1 � � -ate'.__ f .! 2�/ � u . ; • � -�'� A / /¢" SEE sl+l r12.1 2 -O R 119 2 ., �1�4• �,, ZI Z, ,. _ , KEY M�A P 1 3 � : pr� ,�4,, IRI " - N.T.S_ 11/4" 11.1117 t b 4 ►' " ,�, R7MrV - ` M Qui f � v 0 14 5• \ ��1�_�� - - �+� 114,1 yQ '14s At, 1 4 Z I" 2 1l / `� P� (O I It' N1 I I x t ' ti y Flo• • -a 4-f- E 2 ty4' 1�4 R4M ' 21 It' 3� q D I 2 i osc�pE (©-i2T� I )6 5 � 1�R '' 9� qle ZI r ZI I� qo• P DZ a � 2 21 ?�I ZI . . ?P ZlI. N 1,�? U- o•�I 1� CAL• • el Dat , I PRESSURE CALCULATIONS S�E S '� 174 � �._ _I• �. ♦ � L° 1 �� p [( � -�oP�,P - Wr I Rill UAT N I L 4- W-02... - FT _ ------___ ....___�-- _ If 4 S' 1 p OF GAT. WATER METER/ SIZE ---"� I IL74 j . H O L 1411 '� FOR- THIS-- AREAS, `y 0' tit REVISION PER WALL ADDITTION 11/8/00 4 ` A* 11 ELEVATION 12]4 - ! , Mx , »7 x.a22 u:o _P.s.l. * J 2I,2 4 Q REVISIONS PER CITY COMMENTS/ 3/3/t�0 43 °� �/� Io 1 DESCRIPTION OF REVISION DATE CITY APPROVAL IN-HOUSE PLAN CHECK REMOTI CONTROL VALVE �- SIZE L_ J( L MAXIMUM pEMANO _ O.P.M. ,' 11 `t•Y Ii_` SCALE 1 -20' /T V THESE PLANS WERE PREPARED BY: r-oR PRIVATE usE M Q ! BOOSTER PUMP ASSEMBLY 10I d" d. p��,ano7 Inc" INITIAL DATE (0 2 . 0 N R (TYP.) 1-1/2" FLOW SENSOR EQ 42" IRRIGATION CONSULTANTS DRAWN 171' ` .4 4706 E.CHAPMAN AVE. CHECKED PRESeuR1 R,c.v. P.s.l. STATIC) r Ep� `p 6 Z ORANGE,CA • 92660 Eric LLteE �'� * / !' /Gv P T F MAINLINE TO "A" VALVES (714)771 -9200 DATE W,a7, DESIGN WATER METER y J�w�/ LICENSE NUMBER:95037 FILE RECOMMENDS "./ 42 CITY OF RANCHO CUCAMONGA 4' A.P.1ACKPLOW DEVICE L_._._ MATTER VALVE L 1iS'FLOW METER 6•Q _ (TYP.1 2" MASTER VALVE 'I BATE VALVE o.a j , ^� F F COMMUNITY DEVELOPMENT DEPARTMENT E..rr 7- MAIN LINE LOSS �r�" I I ' !ij �� V I E oo,�-r R �N PROJECT NAME TERRA VISTA REMOTE CONTROL VALVE 4,2'MANUAL VAWE To �'� 1 r 4) IZ PUMP LA MISSION-PARK �-- OBSTRUCTIONS f( 7( LATERAL NINE �_ ++ �A 5" v N WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET I SHEET TITLE FITTING LOS$ i i LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN 0 FRONT IRRIGATION PLAN A S- gll 1 LT T ELEVATION CHANOE IGAINI <1.0> 21 FT, �,� OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER 1 TOTAL SYSTEM LOSSES ` �.L IMAINLINE TO "B" VALVES COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ��MAINLIItlr_ TO "G VALa/eS PRESSURE REGVIRSD AT HEAD: 110.D ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER MAINLINE TO'b " VALVES r "L4t5s TOTAL PRaasulle REovIREo: _ CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF ` STATIC PRESSURE AVAIuOLE: ».fl THE OBSTRUCTION SO AS 'TO PROVIDE PROPER COVERAGE. PRESSURE $UPPLY LINE FROM BACKFLOW PREVENTER DATE IIIEUNITY DEv ECT A • CITY ENGINEER 35.0 ALL ADJUSTMENTS SHALL SE MADE AT NO ADDITIONAL COST APPROVE SHEET BOOST PRESSURE FROM PUMP TO THE OWNER. (TYPICAL) ' DATE 'BUILDING IAL SHEET 11, OF BOOSTER PUMP LAYOUT "PCO TOTAL AVA11-AelE PRESSURE: JL.,L BOOSTER PUMP SCHEMATIC DA PLANNER SWI NG No.L,577 RESIDUAL WATER N1lSSURU CITY RESIDUAL WATER PRESSURE REQUESTED: SD•20 P.Li. - PROJECT SHEET NO. '�.4 OF 4'S f M PRESSURE CALCULATIONS PRESSURE CALCULATIONS SPRINKLER HEAD LEGEND WATER METER F SIZE _ WATER METER I SIZE {YM80L MA60R FACTURER 1100064.NO. DESCRIPTION N022LE MONIS ►.6.1. PATTERN H G.L. 1411 H.O.L. 1411 ® ,,� 44 6{• FT. 10.0 ET, MNRBR IN ]'TURF ROTOR POPiUP 44 N' FT. H6 66 FLA L CIRCLE ELEVATION 1234 ELEVATION 1234 N AT ® ►ART 43 f8• FT. 1{.6 60 177 X.433 77.0 _P.S.1 177 X.433 - 77.0 ---P.S I G NIL_C 42 N• FT. 11 6 EO FURL fes•" •/ {]' •R. /1.{ 60 FULL . � �� 1 © 41 R]• FT. •t1.f Ep PART n REMOTE CONTROL VALVE I SIZE 2' REMOTE CONTROL VALVE 520 SIZE 2__ ./� • HUNTER 120 ADV a"PUP UP GEARKOl'OA -1 36' VT au PA;:I , ' I ®♦O• 120 ADV 2 3F' R. 1.N aG P4F,1 1 h IM MAXUM DEMAND BO G.P.M. MAXIMUM DEMAND b.0 O.P.M. �)" 11 ® 12a ADv 3 s a?• FT 30 au Para ELEVATION 1213 ELEVATION 1221 • � t� pLy ® Ixo anv ' 2r Fv 27 ao o-aAr !20 AoV 1S 27- Fr. 1.A 40 PART �i.5 C STATIC �9 T G) :i IO 120 ADV 2 '13' FT' t.b 4 PAri1 ,:. l v'l PRESSURE R.C.V. P.S.I. ^ PRESSURE p R.C.V. ►.S.i. TA 1 <• y . :;•:i II ` 20 ACV T 23' n 1.0 a0 VART € ITEM to ; mm P•6.1. 11 _ 1, '► 1,132 .{7 ` �T ` _ .O HP Y.b P P4 O1 G s Fr aH c0 u:. �G.r+ ( ® � I� 12" OF u 'EUA R 'OA 'f�" F - _� WATER METER WATER METER 8.5 »:%::.>:.' FROr`1 FL�I�GC OHP ADV I d � r•T, 3.7 :0 PAnT 12 f 120 HP AU'J3'11 fl' 1H 40 PARI a" R.►.MCKFIOW DEVICE ]1 0 C a" R.P.SACKFIOW DEVICE 11.0 I \ 2- MASTER VALVE i I% FLOW METER 6.0 2" MASTER VALVE i 1 X"FLOW METER J•0 p 1' ®® 20 tip Aov y 30' FT -. ao PAA.r F "73 5 ' _ GATE VALVE 0- GATE VALVE O•Z "+�::''•:.>%'.. 20 Hp ADV 1.. 0 FT 14 A.,r 1 U 6 W ® 120 HP 36V' 25' FT 7 7 y0 R.L 6 L 3 7..Z � _ ':........::' N 2U HP AD`! "f �a 1 MAIN LINE LOSS MAW LWE LOSS .•........... .. .....::.•• z ` �,) ' Ti .7ri7 Izo HP ADv r'T ,t; co _ REMOTE CONTROL VALVES 2'MANUAL VALVE �[,� �_ REMOTE CONTROL VALVE L 2'MANUAL VALVE 7.0 4 ?<T`•,.�•`• •._._._ ?' /ten ,20 HP 36 {T y,] F•=l >................>.!.. ; (V� LATERAL LWE LATERAL LINE I� // 1 ' L:S 11 ,y /' ® �- �_ � I � 12G HP ADV ,3 :1' Pi 1: a0 p • •+�,1 tt 12o r.P ADV 1 1 z l t I 'i 1•A:;r FITTING LOSS ..t- FITTMIG LOSS _ 2) �2 I ilZ , 4• � , ELEVATION CHANGE IGA1N) <B.O> 14 FT. ELEVATION CHANGE(GAIN) <6.0Z> KEY MAP (/�♦♦ '1�'' COVERED PICNIC If • I► 1 �/ ;41 S''3~ ♦• RAW81110 IS12-fAM•Pwb 12*POP-UP SPRAY NEAP 16f 1{ R. 2.7 f.0 ft11.t TOTAL SYSTEM LOSSES . .� TOTAL SYSTEM LOSSES ✓•0 N.T.S. P I 1 It, IV, ,, M 1 � , , A, 18t1•{AM..R{ 1061 R R. 1.9 NO HALF Z L�'� � 1817-SAM-PRS ISO 1{ R. 0.0 30 OTR. PRESSURE REQUIRED AT HEAD: solo , PRESSURE REQUIIIEO AT HEAD: 69.0 �`� / 1 1 JLh I fy 1 I `�`� ' b "e" `�, 0y I CC GOy� ♦ 1812•SAM•10"S 12F 12•• R. 2.6 10 FULL TOTAL PRESSURE REQUIRED: 8.0 TOTAL PRESSURE REQUIRED: IDL0 - N h1I fyyy rrr q� I ` 1 d A- 1812-SAM-PAS 12H 12•• R. 1.3 s0 HALF lA / I 7 42> 1412•SAM•PRS 120 12'• R. 0.7 SO QTR. STATIC PRESSURE AVAILABLE: .217.0 STATIC PRESSURE AVAILABLE: 77.0 I Y ` ' wit �. III ZtI O �� i ,¢ 1912 -PIIS 1OF4A to** R. 1.6 :10 FULf. PRESSURE ESSURE FROM PUMP: 7GJA BOOST PRESSURE FROM PUMP: 324.0 ?j" '�'3• n IM k It '(J 1 , p 11 L7 '•�A i 1012-SAM-PRS IOH{A Io•• FT 0 S ;IV HALT TOTAL AVAILABLE PRESSURE' fI2•D TOTAL AVAILABLE PRESSURE: 112.0 �6L "•T' I• I� Ip - 7'9 bL ,S12SAM•MlS 100-LA 6" R. 0.1 :•( 010 . (IZ l IN 1012-SAM 8F•RT 0'• R. 1.6 S0 fU( RESIDUAL WATER PRESSURE: RESIDUAL WATER PRESSURE: 0-0 4 A 1612•SA001•104015 MI•aT 0'• R. 0.6 sD HALF CITY RESIDUAL WATER CITY RESIDUAL WATER � IVU I ('I I, 6 1812-SAM4MS 90-FLT S'• R. 0.4 10 OTR. PRESSURE REQUESTED: 10.20 P.S.I. PRESSURE REQUESTED: 10-20 P.S.I. ��/ I 1lGt� ~ I `1 I `I t ¢ © ♦ 18i2SAM-PRS 15-VAN 16 R. 0.5 30 ADI I x ,806-SAM-PRS 6'POPOP SPRAY I*AO 16F Is R. 3.7. SU FOU a� I 16064AM•FRS 16H 16 R. 1.6 30 HAI.1 ,8006SAM-PRS ,ST ,5 R. 1.31.2 SV IHlti,; GJ zI ' 1¢ Q•S-1 ; 1808-s�AM•n 5 12F 72" R. 2 6 30 FULL TA PRESSURE CALCULATIONS �, py• 27 ,,y � ' ` 1 � � I ISOS-SAM-PRS 12H 12•• FT. 1.3 30 HALF WATER METER P SIZE ,806-SAM-/RS 12T ,2•• R. 0.6 30 THIRD H.G.L. 1411 /4 -law . I, I i (S 1806-SAM-PRS 120 12•• R. 0.7 3(, OTR ELEVATION 1234 .1 rl..,, II f - II I O ,80i•SAM-'AS tOf4A 10•' R. L8 3U fUU. z177 X.433 77.0 P.S.I. I 4 I c li iS06 SAM•PRS 1p1yA 10'• R. 0.6 30 HALF O yL , 01/1 111 10015 -PRS 10T-LA 10•. R. 0.6 30 111610 7 •.r 1 1006-SAM-PIIS 100-LA 10'• R. 0.4 30 GTR. REMOTE CONTROL VALVE A2.5 SIZE 1%" ,^ '�ZI' {p� �. I)?,, 1//,�,,� \ `M � P '` p 18p6•SAM-x115 8f-PLT S" R. 1.6 30 FULL • MAXIMUM DEMAND ¢� G.P.M. ,<•�-- " \, II�6 II.1�• 14 12,407 0 1006•SAM-PRP S 8N•FLT ' R. 0.6 30 HALF G 1006-SAM•PRS 00•fLT 6" R. 0.4 30 GTR. ELEVATION 1230 _ v 6 14011-SAM-PAS 1{SST ,,tS R. 1.2 30 See STOW 4(.y 1 ♦ 1805-SAM-MS VAN IS R. V 51 (S A11 30 AOJ. PRESSURE R.C.V. ►.5.1. ALTIG� , /a/� II , 1401 '21' ZIIz" �L� 44 i ( t ';£� II.E�iI ►.5.1. � 1 2 h i AOJVST MONJS Of OEAII BOYDII AND STREAM FK7T011 ffRWKLERB FOR IKAO-TO•HEAO COVERAGE. • '� WATER METER - 31 4 , .. 4- R.P.BACKFLOW DEVICE j�.0 iy I� /a , ./ ,� / I I WHEN RADIUS OF fPAT"AR HEADS.REOUMER f011 RE CO 1 COVERAGE.IS LESS FOR RADIUS SHOWN ON CONTROL. THE.CCN(TFNG TOR FG. l-+= iHALL EQUM NEAO WITH A MM 8060'PCS'PRESSURE COMPENBATINO SCREEN f011 FLOW AND RADIUS GONT110L. . SELECT SCREEN ON ICS NOZZLE SCREEN SELECTION CHART FOR APPROPRIATE RAOR116. 2_ MASTER VALVE L 1 X'FLOW METER 5.0 - \ II GATE VALVE 0.2 M . • I� I ITh •_ I" 112 b G � \«• MAW LINE LOSS I%- REMOTE CONTROL VALVE i/X'MANUAL VALVE 6.0 ,y a ¢ '' (pQ IV" 1)(624 IRRIGATION EQUIPMENT LEGEND �- f 8 1• 6YM610L MANUFACTURER MODEL NO, DESCRIPTION LATERAL LINE S`.0w `.. O `' ` � 0 ��h FITTING L08b J'1_. ` IJ Yn•� 7ALVf! 7�,1, ® CAt SENSE ETI-M WITH SERIES AUTOMATIC SI'RWKIER CONTROLLER MOUNTED"HYMN RESTROOM RAPE CI/ASE ROOM ,, ��,• may. y�K II�n 1 )� N „i} I 4 �t 1 MODEMS PROVIDE ONE 111000N PC PfAMANLNT REMOTE CONTROL MTAIL AND ONE 111 PHONE CASk E � or <5,0> 4 a 611 4 J M 11 LA-2. SFUG OUT(OA P110NE MODEM INSTALL PER NISTAUCDONS Of CAL SENSE REPRESENT ATIVE WV$ 12 FT. ELEVATION CHANGE IGAWI Q _ 7L / A �wH Cw�/ z �1 �'L_ NISTALL ALL EOUWMENT PER CITY STANDARD IOETAIL NO.3 AND 41 ' I' I TOTAL SYSTEM LOSSES MCJ.D •i- It of I /I I(I� .L,F,�,a1nr�1 rila c �,:.a( / 'll • w i E I I tt Ih RANIORO "EPB Cr PIES' SEINES ELECTRIC CON100L VALVE WITII CIIIAMP10N 300 MOWS MANUAL ANGLE VALVE SIZE SHEET # 13 I I �� CIF C.11Ra 12 to I< NOTED •-CITY STANbAf1D"FAIL NO 61 q PRESSURE REQUIRED AT HEAD: 64.0 (• CQ�'`f `q i� 2` IM A I n RANKkIRO 37 OM' WPICK COUPLING VALVE WITII LOCKWO VINYL COVER• 314'1160'0.MAX"AUMI, CITY 018• O S 4 /1 Q I t d SFANOARO IDE TAIL NO.0 5101 TOTAL MESSUkE REQUIRED: l .O R ,to n 11 •� , ,y ` WRKINS 676 REDUCED MEOW SSUM TYPE SACKPLPREVENTEA 4-•kOETAIL NO,11 7 STATIC PRESSURE AVAILABLE: 77.0 F' fdTO/'7 I 1 L r� L P41000lWAITS 1666/403 SERIES VALVE 1 S OR SMALLER-BAIL VALVE EVITII STAINLESS 61E6t HANDLE; 2'AND e Yj BOOST PRESSURE FROM PUMP: _35.0 �'�- tt `\A• .r�1 7� /y ' 4 4 I ` -�'�� RTRW LARGER-RESILIENT WEDGE GATE VALVE WITH Z'OPERATING NUT-CITY STANDARD$*TAR 1. V v � �� TOTAL AVAILABLE PRESSVRE: IIz.'0 AREA 1 1124 �h I 1 tI (� �y«•GG �C,y CALSENSE fm I.LO FLOW SEN8011•i"'•CITY 6TMIOARD DETAIL NO.21 Aw CIA-VAL 136 ACSKC MASf[R CONTROL VALVE•NORIMALLY OPEN•2'• INTAIL NO.21 RESIDUAL WATER PRESSURE: 4T•� y P A" ' "• 2 CITY RESIDUAL WATER ,LnJG.6I.0 N V_ PRESSURE REQUESTED: IO-2p P S_I. W�r _ 1 II I 3„ I " BURIED PRESSURE MAIt'*E-PVC CLASS 316 FOR SIZES 2•ANLARGER AND SCIIEDULE 40 FOR SUES 1 w ANO SMALLER- i" I+ ww DateO *• SIZE NOTED E &kecr 15 . 1 4 �► j I 111E II 6 t� 14u /dA h �q � `�P� BURIED NDN PF6 SSEfRE LATERAL LWE PW6M1-PVC 6C11EDUlE 40•saE NoiED. z 10W"6•r66 PSLEEVE FOR MAINLINE WAWATION WPWG INSTALLED UNDER HAPOSCAPEAIOADWAY-PIC SCHEDULE 40.SUf NOTED o. '� y 25 � 25 yz.• IIz, %0 (�¢ PIPE SLEEVE4 ---- L• I B --- MtRIGAIION CONINOL WBIE CONUUI°INJ!Ai'kV UNDEN IIA40S:APE MOA')WAY-PVC SOIEDIAf 40-SIZENOTED, -+ • 1A110NNUY.f_Q' Z.! ' 2/ AN I I 'JW_ACA*FS ROW 4414 P M FUN V 1:06:C CO4'HOL VALVES. b • NUICA!f',AUIOMATICSPH"ikHCUNrJ1n:�Fc$ cP. WOCC'.ESi%"ATEUAREA'SSUUAMfOUTAGE N M • 4 4 \ 4/u ► v g�0 Vol. � ' rN01CA1fS fIfCTNIC L'ONTfIAI VALVE 511E {�(� WIRE LIGE { .. `-/ 5P DoX r q A II/201 rR AU;Jc^Fl;� ;,!•R4 psC-Ut A1WG ROU," . ^�E/ECTRIC CiNa`RG.'vA�vE SO iNAT THE SPRINK•ER HEADS Al SFIf 111G11EST ELtVAl1UN . M S' AGaI .A EA �.,. f_ f7 L IO Z)Z� - ,,.1 WITIONkAC/I CONTHOL VALVE SYSIEMIWLRArESA1261030 P.S, AND"OTL*41*AUSAT IIIEI/IGHES'E(EVATIONWIIIIINCONIRCI VALVE 4,1� SYSIEM OFIENATES AT 66 P.S 1. ` ry�y••�� 111 �y�� ' 132 '° ( �7 go � L Off^ lFOFCALIF�P P1 'NIC I S R �b ►I � � „ N 5 PAL) K Fo 011 1 f 2 17)77g 3/D4► 3 s� a ` G I, - if I ' A X19 25 131 �1 rz LIC.N O. 12SS "7b �Io �� 11� 'I �� h 5' Aju� 1 " SiD9 I �°+ y i 131? 3 ' , I Jo- 211 I" 4" 5j,-?53 I 12' i%, 11 �'� `�c ; " __�'M 11 ' �. 2R ° � !% PAR y u21 Uy'% 1 u° !" f,317 -_ " _ y PICNIC -+:- II 4m. j �� IIS' 9 �tZ `COURSE 1j1 3If ,4t8S 1 PAD o .� � I, 1 II 9 C'Olfh/ 1 � " „ I P /z• � � �• ^ PICNIC 4i 1 rL y: I a 1 h 117, • PAD le ® �L DI L ly e'� '�---� 4 N1' ►IZN _} I PICNIC II S Y ` '1 Z IJ Ib ! f 206 A II�4 ( �� l�a • l ¢" v. 3/4 &7-0 X4,1 PAC Qua 1,2.74W11 ' �F 25 • �b Yz1' �II '.I.. Il N'EO 4 314 4" I" �� I 25 I Q `� h �:135'I 'F 4IV1, 3 yet, tI 2y zg 3b " A55U ILT 1, RRI UATI ON FIELD Nor -5 y - • p 2.. ►Iz1 �' '1 - a0' �R4an It- 'A/4" 3 18; ;/ F I 3/1 1• IN-HOUNS PER SE PLAN CIT C COMMENTS / 3/3/00 N •�+ fi _ _ - DESCRIPTION OF REVISION DATE CITY APPROVAL ovAL + w t II ----`-� -� SLI LE 1 �e�T THESE PLANS WERE PREPARED BY: r PRIVATE us.E IN Z zyF 'Eo�✓ 2 "4 - Ila Ila' �,h�� a ® , ` • • 4 - '. --i---"--�-- - -- - -- - 1..------ A t 2� - Z d.d. Pagano, Inc. INITIAL DATE �D 2 , 91� s �3�' ZI 11. 3/4;V �Z © �P T ' 3," (( I f I� f % IRRIGATION CONSULTANTS DRAWN pr le 1i7 I, I/ II ( b 11 101 1`�4 u 4 4 I 1�} s I�I _--_. 4705 E.CHAPMAN AVE. f1 : z 1,A82 �" 3' 3' I' " 3 54$ �1�4 1�" 34N 1 ( _- _ ORANGE, � CHECKED �(o I ' 1 3' '�' III DATE 10-!V-" DESIGN 3/4 A � „ 1, LICENSE NUMBER:95037 FILE jRECOMMENDE(jXPbfj AjCITY OF RANCHO CUCAMONGA _ O I'LR '!jam TIL" 1" �- �'; COMMUNITY DEVELOPMENT DEPARTMENT N ILS Eoc = EOC•,E of coA.cizrrE - , PROJECT TERRA VISTA 1,211 qLA MISSION PARK 4" 8r• l u M K (2a g �f E o 4./ = E D 1,E OF &JA t..K 1'`II SPLICE IboX SHEET TITLE AT E DU E O F WAL 1� OBSTRUCTIONS IRRIGATION PLAN �A S- CKA I LT CHURCH 15 D l5 ' 0841 ( WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN ) PG 11524'1 63 OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER STREET COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD I DATE NITY NT IREC DATE CITY ENGINEER ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER APPROVE CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF DATE eOlavia IAL ( SHEET 12 OF 3 THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. APPRO D ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST ui DATE aZ CITY PLANNER ` DRAWING NO. /57? TO THE OWNER. (TYPICAL) I PROJECT SHEET N0.'25 OF 45 i .. .. stR4eOl MANU/ACTORlR M60E1 MO. OOL7ePT101t 11T0$i wl.�wV• ' 45 "UNFA„ ,J, 7'TURN ROTOR PO►-V► M h• rt. 30.0 tU KILL Ctfk�kf so FT. 2e.e f0 PART , ® Q f1• R. 75.5 b Ml W /11 V/' ® Er 4j ff• FT. /f.1 - PMT x ON SAM/II$ 0'rOr Ur SrnAV 1/SAD 16F 16 FT. J.7 30 FVCI . N fillT ® 4\ f7' .R. 11.5 t0 MC �to IJN I500SAM-rII$ 1611 16 R. 1.P 70 IInU -ES r �, '•- ® 440 4/ 57• R. ,Ii.t t0 PARI ON SAM rns 161 71.7 70 1111nD QHUNTTi: 12U AOV 4"POP UP 5EAFI ROTUF 4 W 'FY 3 7 40 14F, 24 - ®� 120 Arw 36- FT 18 4C PAR- TWO SAM-PIIS 160 16 rT. O 90 70 01n �,I /`• ,w/ 1 rns I 120.ADY 3..• 12' FY. 3.1i 4:: PANT 1900 SAM MS 12F 2•' rt. 2.0 30 flAl 41!♦ - %%�r 1 __ may, �J 120 L'JV 3J I7• FT 2.7 SO PART I b 1 ON$00 SAM P"S 1711 17'• I7. 1 7 30 HAIf • M (Q LI 1 3/• 609 11'L+ ®w 120 ADV T' FT. 1.4 40 ?ART a 1.00-SAM PIIS 170 II" Fr. 07 70 Ofn $ � ISOG�$nM�rnS 17T 17" FT. 09 70 r,1M0 120 ADV 2 23' Fi 1.8 44 PART 420 ADV 1 2:7• R. 11 F/ ®te 1.0 4C PART 0. ISOO.SAM rRS IOr-LA 10'• R. 1,6 30 fLAI, 1,55 aJ � ,Z 5 ® 420 HV 36`J 1<'RUF'UP GEAR NUTAH 6 "IS' fT. 4.0 40 4u.t. I/1 © JZ 1906 SAM rnS 1001 LA 10" F7. 00 70 IIAIr if I� • P AOV M1 3+' 'FT. -37 40 10ANT •�, �R ��1 ® 1 2200 HV ADV 2 35• FT, 1.8 40 +'aFlF b- 1000 SnMT$ IOTIA 10" F7. 06 70 7111n0 74wi © 120 HP 36V 4 .10' FY. .3.1 40 fUC4 bk IBM SAM PIIS 100 LA loo- FT 0.4 70 OTn. 120 HP ADV 3 3D• FT. 2.4 SO PART (9 1000-SAM rnS OFFLT0•• fT. 1.0 70 FULL 1 I 27F5Ow I SDu771 OF�v4Gk ��l „ ® 120 HP ADV 5 u' fY. 40 —F1 O IWO.SAM T$ SII IIT ••• FT, 00 70 IIALF 2.7 `0.11A / 1- 1 4- 6A PAR � „ ,I�l ® ",, O ION-SAM.rRS e6 ItT 4.16 FT 0.2 70 SIDE sTnlr J W I�E r 120 HP 26V 1 IFI' Y./ 40 FU:.I I • 150.�6AN�/'l15 ZO 1�2" 11482 3 I 20 HP ADV fY 1 0 4U PAH Q� 1 p ' 1 �` COURSE l I�S ®O 1000 SAM M1$ VAN 16 FIT. VAR 3Q AOJ. v" ,1 :20 HP 36V :4.i FI :i.0 40 Flll1. F AJ 11 1 j7i 74j1 IH ('Z�'F ®1 120 HP ADV ..1 2,' fT. +.4 40 vJ`R' j AOIVfT nApVS OF OIAn 110TOn ANO STREAM 110T0115TM1Ylfn5 rp1111EAD-I OI IEAO COVEnAOE. 211 A AG� Z7''-5.0 W. F S.O•w• Ir,P i'll!` N `�•77 _ t, 120 MP ACV 1 2.' Pf. tC 40 I,AR7 •• VNIEN RADIUS OF SMINKLE11 HEAOS.ACOVInEO rpn PROPER COVEnAOE.IS LESS THAN RADIUS Sf1OW"ON IFOENO,711E CONTRACTOR 4i�'{/IJ•! '^ .f'j lu I/ SNALC EgIM nEAO WITn n RAIN ONTO'PC$*ITESSUnE COMF'ENSAIMq SCREEN rOn FLOW ANO MCHVS CONTIIOL. ' Lf/ A',g 1 SELECT SCREEN ON rC5 NOZZLE SCREEN SELECTION CHART FOR AMTOMIATE RADIUS. �� ♦ RANSOM loll-SAM#Is 1:•POP-UP SPRAY"E. iw Is rt- 3.7 w rl/•I is !Q. MA 11 �$o V i,l hL 16,3-5 Ib R. n oT� " t ' lot: 30SOCA" of WALK •SAM409 uF 12•' FT. 1,e� 30 WLA 3� �� '�," $s =� if ,.12-SAM:. R.. IZ•1 12•• 1, ALI OBSTRUCTIONS �d 1.12-sAM.PwS � S b Ip2-fA1iPRo les4w 10•' FT. 1.5 :•l, f\F i Nag. �e0 �, „ 1012-sA1t4"S SON-A 10•1 FT. 0-► , I41r WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET ' te12f1•"'S 100i' S.. "• &.1 L LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN MAWLINE L0404 rD til \�► '� •�� ly �' (p' 3 O - 1e12.5AM441s 0"`T '" R- ''' 3 HA' OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER .._-. F.r O F P4A L.K I� ` - T FT. ALF _.....__ _ .._ S 7 FT t Tf. � 1111112-SAM-PAS el►rL ••• 0.o 26 N ' - - - L �,I r� `•r"�A - • ,1 a ul2-sAA1-RIs 50.0. 5•• e. 7o D COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD _ _ 1 e y • IP L` LI -----.�.� 21 �� - - - — _ �/4 4 lr�F 16/. 11 9 ♦ luuAMF*s _ IS-VAN Is Fr. O.e Y, r.D.4 ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER Ilnn Q 'J ® -- $ _ ' I ill FENcE �q CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF !C " O " 1' „ " �. TtF l" '' tao o Par THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST V Y PICNIC ZI 112° �ql' PAA ,5 3 TO THE CITY (TYPICAL) V IF r �tN -PAD +1, �Z � � u �E I � t✓OURSE IV• ,� " , 2 � pL t., 1�', 11 �L Zi q n ry , � � 2Z r.•'� FQ u K `�4 r v « 1z 1 ,� c 1, M 11 2 \ THIS A � n ' ,1 (" � � I � � H tq"c,,.0'� ` ' � � � •�—It� - K �� ` • � ry �- -GI •�' ^ 1��11 � if ,1 �F /� ' „ .�- - Cdr 0- -1. /{ " �` Y Y I P 2" I 'U �/4 Il I 11 82 1 Z ' ._ 1' " it -'� Y vj I 14 Iz N i „ 32 AI y2 IIS" h2, Q Y+ • ,+ ,,Z D �n r SI R� I, 11 1/ If FRO let • M I ell 0001 A 140- y A\ y n e • >, f A N 3r yzt 2 2J�►' I.4)' o /ff 1 F' B '� '„ ► ryas 1'500 1 , � - r� , , ►i u2 , £ ,I , 2124\L/ � M �,' �y�," ` _. °Id i Y d �' �4 h1 \ C1b 58 3.041 lye" ' e I ,Zvl 2 2, 311 �, i ,�� ' ,n,a4► ,� KEY MAP 1� �" C� W, 43 I � '� N.T.S. �' 3,3 � L" r %• �. IT 1w 4 AMR\ 1 F« I, I N �` (p 3395 5b III ' 1 # i2 _ u3 4" 2407 � � �� 37''SowTiF e F cw 4GV �` q0, 1, N 1 I p /77/'SocE TH O F V �wSCAPF AREA a " , Ib" 50"rk -0 F- INIi ,3(.4 IIhll 2,L86 4�l sem+"''ck 9c�� COAAS lip So C Io G y. 7 . 14 ^11 L 481 S 2v Zu 16 3a I Il21` 3p-moi �4 Ilti° I ')}ql �,, ;�''s L 3 ya"sou f-r/ o� cals� *? I ° l0 7► a CII 6 S" .s `� C5 I,r �Ih, M F— �CAL�FOP�\� ` 4 �► OIL 40 12963 Ilil'' (�" 21y1� Q n a4 �� Illi' 2,021 Nevi z> RF 2 l'q�1 78 now 11 4 , 14I 211 u _ 0 AQ, � feat 2 ot" p►LII -:44� I t.tc.Iro. O !" s r Pao• " 2� 4 �-- , .. 3 I a- �,��' 2 Sg MEAS+uytED ALON[s Mow Gang —� Z,h,r • • �,�4LJ IA/ ' GATC.N 54 C.b t 'I 4 la0? 6 '• �� d qo• A T u � b 6 1 2� 3 � 2 � - ti 1 ; G114 ® 4w • ® � z� I 2/s � t y 82 + 0 IT 31 c E D2 5 ,' 2'' •� f F � � �,, � ' 2,t 3 � ,SIA r 4 y 21 ASBuILT IRKIGAT' ON► FIELD N12- OTE -30- 02 ® ® y r 1 N III2, 4Zg' ' beg 1 REVISIONS PER CITY COMMENTS /313/00 • N , K (2 ��2 ` _-, � IN-HOUSE PLAN CHECK RA, { a 5SI 4LE 1"—W DESCRIPTION OF REVISION DATE CITY APPROVAL �O„ 11 r 21 35 FOR PRIVATE USE ® 34 zy, 5J 048 THESE PLANS WERE PREPARED BY:c. INITIAL DATE y,r u Z7 2' O � • ; fib' IRRIGATION CONSULTANTS DRAWN Dp / 11cj °� , 1i7 II - .�/t� 4706 E.CHAPMAN AVE. CHECKED ® qE z 1 ORANGE,CA • 92669 - " ♦ _ -- Vyl Q` {4a r#�' f" ,,2 ,� 1 i wp (I�ZN ? �� % (714)771 -0000 DATE 10•a?-'ko DESKiN (" /Z" �Iz LICENSE NUMBER:95037 FILE RECOMMENDS P^ 2• .d�--d_ y 1, � �4 �N �' a4�,. ��/� 4 III IN 4 _ ,<<j CITY OF RANCHO CUCAMONGA 2 Imo• qO u - _ I I- o�I COMMUNITY DEVELOPMENT DEPARTMENT 4k q' 1 �� , -- , 1, . �I�• Y F ��v 4-- 2�i ----�----� z�` � 2. * I= =of * PROJECT w►n1E TERRA VISTA • a I �k F r ., ,1 �a q� FSP LA MISSION PARK I/L 3/q 1" ' n 1't _r`1_` OF CAO I I --- '1 3 , , it y" �!� '—'�' I� - SHEET TITLE • ►,ul " III +,• 4,., y�'' Ilyl, 211 1411 ►I,I� IRRIGATION PEAK A 5- �'I ILT N •� • 1 I 1 I I' I ll II (kill Is Y ._ •1 '7 110 F. CHURCN ! I 5 N _-_._.1' 11�, i '1 1 2y ai I, � u _ _� � 249'5'.5 IILI I 1 DATE LAITY DEV T T ATE CITY ENGINEER Q1 1i �' APPROVE '� �r �.-i ( .. ' , 4• BUILDING OFF AL SHEET 13 OF 7 �a~ � is v 19 APPRov } ,['^� 1 FROr1 E O,W. "� 3 4 N T R E ET DATj�� CITY PLANNER ; DRAWING NO. /J / 9 5ou�'It s I NN VE 1 t PROJECT SHEET NO. Q& OF 4$ 1 N SLIP BASE SOCKET OVER 24" STRONG BSB24C/04 MOOEL 20v O.BB-24U Y\ RAIN BIRD 33 DNP WITH PURPLE ENO OF WIRES RUBBER CAP - SUPPLY ONE KEY VIT"STRONG-BOX"#SB-BC-110AL-110"LONG ALUMINUM HIGH PROFILE BACKFLOW ENCLOSE SECURE TO CONCRETE BASE PER 12 QCV'S INCLUDING HOSE STRIP WIRES APPROX. S/8" PER MANUFACTURE'S RECOMMENDATIONS. SWIVELS. STRUCTURE OR STEP FROM ENDS NOTE: VAHARDSCAPING ENCLOSURE TO BE GROUNDED PER LOCAL CODE. GROUND ROD TO BE FINISH G - INSTALL IN INSTALLED INSIDE ENCLOSURE ON PLANTER BED ONLY ==Own CONTROLLER SIDE. BACKFLOW PREVENTER 18� r 6 2 LEGEND 1 1. BACKFLOW PREVENTER ASSEMBLY. FINISH 77 PUT CRIMP SLEEVE OVER GRADE 2. FLANGED 90' ELL. (TYPICAL). _ _ _ _ _ _ � II -I _ _ ' WIRE ENDS - CRIMP SLEEVE I I -1 I I-III-III �I I I-III-I-- 3'-6' X 3-K' X NCRETE 3 _III=III-I III-III-I I I-I I I- STEP 2 MIN• ' ?y FOOTING IN ST IMuM OF 10 3 3. CAST IRON FLANGED SPOOL. (TYPICAL). �f T ABOVE C D SLOPE 4. 12" x 12" x 12" CONCRETE THRUST BLOCK. SCH 40 BRASS LE -) I I-1 I I III -III-III ' TOP TO 0 MINIMUM E QS. SCM 40 BRASS 9CrP Eu1 r - I I- �- -: [".' SCH 9 R -III i 8 5 5. 6" THICK x 12" WIDE CONCRETE PAD (LENGTH 40 BRASS (r STREET ELL STAINLESS STEEL I- I�I I I I I C WIRE/CONTROL VIRES IN VARIES PER SIZE/MANUFACTURER) SLOPE TO 7 I I�-I t I I I I- •40 PVC CONDUIT. t12 DRAIN AT MINIMUM 2%. APPLY SEALER TO INSIDE ,•. SCH 40 BRASS NIPPLE - SCREW CLAMP z MINIMUM (3) PLACES OF SEALING PLUG 24" LONG 120 VOLT WIRE IN RIGID STEEL �� 6. BRASS WYE STRAINER HATH 60 MESH MQNEL CONDUIT (PER LOCAL CODE) 90' SWEEP E Z SCREEN. tip SCH a0 PVC 90' STREET ELL 4 REBAR STAKE FILL BASE SOCKET WITH SEALER TO POWER SIDE OF CA9INET ') = 12 7. FINISH GRADE. 124" LONG) ,2N OMIT � = 2 STEP 3 I !• 4 8. 90% COMPACTION REQUIRED. HEAVY DUTY WEATHER - AtESISTANT PHOTO ELECTRIC SWITCH FOR SECURITYLIGHT 9. ADAPT INLET AND OUTLET FITTINGS TO CONTROLPLANS. 13 11 MAINLINE AS REOUIRED (TYPICAL). - K' NOTES: 4 9 10. PIPE SUPPORT. 1. INSTALL PER LOCAL CODES. ?PUSH SEALING PLUG INTO CALPER PSE CONTROLLER �' rr L_ 11. SUPPLY PIPING BETWEEN WATER METER AND BASE SOCKET UNTIL IT LOCKS REFER PLANS. 11. 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" BACKFLOW PREVENTER SHALL BE PER C.C.W.D. INSTALLATION STD. - FROM ANY STRUCTURES OR HARDSCAPING. STANDARDS. CONTRACTOR SHALL VERIFY WITH SECURITY UGItT (I 3. WHEN UNIT IS NEXT TOA STRUCTURE (IE. WALL, C.C.W.D. PRIOR TO CONSTRUCTION. TIMER REOUTAIED PER L - BUILDING, ETC.) MOUNT TEST COCKS ON OPEN OR STEP 4 PLANS. FINISH I NON-STRUCTURE SIDE. PRESSURE SUPPLY ( 12. LINE TO SYSTEMS. UNE FITTING ,_� � SCH 40 C GRADE i I I I I i � I I ,. �� Rao 4. ORIENT UNIT PARALLEL TO STREET, 13. FROM WATER SOURCE. PUSH WIRES TO END OF BASE FOR SECURI MIN. PRESSURE SUPPLY UNE SOCKET TO ASSURE COMPLETE IlrwnwG. 120 VOLT WAR GID SEAU14G OF CONNECTION STEEL CONDUITS. LOCATE UNIT WITHIN SHRUB AREAS WHEREVER POSSIBLE. 14. WHEN MAINLINE IS 3' OR LONGER, - Y S� CONDUIT II ! I ; t :;s.;- LOCAL CODE) INSTALLATION OF VALVE (PER DETAIL 8) FO E MODEM T - WILL BE REQUIRED. INSTALL VALVE P RAINBIRD SNAP-TRE WIRE I BEFORE BACKFLOW UNIT. QUICK COUPLING VALVE WITH METAL CONNECTOR STAKE (NON-TURF) WIRE CONNECTOR CONTROLLER ENCLOSURE - TYPE A BACKFLOW PREVENTER (2 1/2• AND LARGER) CITY j 9 6 3 1 OF RANCHO CUCAMONGA STANDARD CITY OF RANCHO CUCAMONGA STANDARD CITY OF RANCHO CUCAMONGA STANDARD PLAN • 539 STANDALONE CONTROLLER WITH PHONE LINE - PLASTIC VALVE BOX k COVER: STRUCTURE OR ETCHED "OC" (CARSON OR EQUAL) HARDSCAPING 1- PLYWOOD BACKBOARD PRINTED TO MATCH WALL FINISH GRADE COLOR AND MOUNTED SECURELY TO WALL WHITE �G' MIN' SEE SNAP-TRE DETAIL CRY / BLUE 1 _. .� I MODEL NNO. PERSE PLANSAt GRADE IN LAWN AREAS I STANDARD DRAWING 520 `'EACH CONTROLLER SHALL HAVE WIRE SERVICE LOOP (LOOP TRANSIENT PROTECTION777 FRED ENOUGH WIRE TO EXTEND WIRE PER CRY STANDARD ~- • ' m BLACK SNAP-TITE WATERPROOF CONNECTOR OR EQUAL '� •' BUNDLE 6' ABOVE GRADE) �,i♦ �_ w ` 0 VOLT DUPLEX CALSENSE HARNESS _ _ I- OUTt4I 4w CII .I ,- I-II Ill- SPLICE BOX COVER WITH IRRIGATION CONTROLLER T-III- I I LOCKING TOP ETCHED 'S.8' TERMINAL STRIPS TO 33 DLRC QUICK �- I I PIGTAIL EXPANSION LOOP(MIN. 24") MATCH CONTROLLER WATERPROOF ALL COUPLING VALVE SIZE. ATTACH IRRIGATION WIRE CONNECTIONS « � W/ RED RUBBER I= I I- iO RJ-11 PHONE JACK REMOTE PIGTAIL. MFG. PLASTIC VALVE BOX (CARSON OR EQUAL) WITH U I I I AT GRADE IN LAWN AREAS PER PLANS PLASTIC INTEGRATED LOCKING LID. PLACE AT "Q STAINLESS STEEL � AL1 � IN PLANTER BEDS GRADE IN TURF AREAS AND 3" ABOVE IN PLANT W SCREW CLAMP -I I I I I FIEF S BED. N2 MINIMUM (3) PLACES I 2 - 2- SCH 40 CONDUIT FOR PHONE MODEM 4. HOOK-UP, 6'GRpIMIp Rep 3/4' WASHED I I-- I t I " k WHITE 10 CRUSHED - ::� 120 VOLT WIRES IN '� "• (COMMON) AGGREGATE BASE ►:� �: :'i' b .ti:..� •4'••;.4:• CONDUIT PER LOCAL �.► i. i._ .� :4:.,..�:•, CODE ON A DEDICATED BLUE ti:: _ '• * • 1 T X 18" GREEN PLASTIC METER CIRCUIT. FROM THE POWER FMNSHED SURFACE OF 14 SIDE. WIRES ..: .:.. SCH 40 BRASS NIPPLE s BOX. CARSON OR EQUAL III_-III- RED SD y _ � 2<H 40 LONG RASS NIPPLE MASTER CONTROL - I-I I{-1 " , o k,. BLACK VALVE II 90' SWEEP ELLS TYP. FLOW METER 0 ` DIAMETER SAME SIZE AS� WALL MOUNT METER 512E w V NOTES: DIAMETER SAME SIZE '^ SCH 4O BRASS 9d ELL 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL AS FLOW METER SIZE SCH d0 PVC 90' CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. STREET ELL SCH 40 BRASS 906 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PAN'S DESIGN MINIMUM DISTANCE DOWNSTREAM PRESSURE SUPPLY STREET ELL Z24VOLT WIRES. TAPED AND 9. RUN ONE EXSEQUENCEOTRA W REE(COLOR :pORANGE)STO FARTHEST RCV ON EACH SX DIAMETER N FLOW METER SIZE (UNINTERRUPTED PIPE) PRESSURE SUPPLY UNE v UNE FITTING 4 REBAR STAKE BUNDELED AT 15 FT. INTERVALS BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE 24' LONG) WIRE AT THE ENCLOSURE. MINIMUM DISTANCE UPSTREAM 2 CU. FT. PEA GRAVEL 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. LOX DIAMETER OF FLOW S. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE METER SIZE (UNINTERRUPTED PIPE) CONTROL VALVES. NOTE: S. PHONE LINE CONDUIT TO BE CONNECTED TO NEAREST APPROVED TELEPHONE SOURCE AND BE OPERABLE PRIOR TO THE CITY ACCEPTANCE. FLOW METER INSTALLATION 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PHONE COMPANY APPROVALS PERMITS AND INSPECTIONS. 2 QUICK COUPLING VALVE FOR TURF AREAS 24 VOLT SPLICE BOX CONTROLLER ASSEMBLY INSTALLATION-TYPE B CITY OF RANCHO CUCAMONGA STANDARD 1 O CITY OF RANCHO CUCAMONGA STANDARD CITY OF RANCHO CUCAMONGA STANDARD CITY OF RANCHO CUCAMONGA STANDARD INTERIOR APPUGATION ONLY LS TO SPRINKLER - ANGLE PIPE TO M. SPECIFIED DEPTH WITH 4S ELLS NOTES: HARDSCAPING (SEE NOTE 4) SCH 40 PVC MALE ADAPTOR 1. INSTALL CONTROL VALVES A MINIMUM OF 12• WAN V l S m i SCH 80 PVC UNION V IUCTURES OR HARDSCAPMO. UC.NO. 12M I W "SNAP-TRE' CONNECTORS r! 4�! }! �! i!�! •i�'' NEXT VALVES BEDS MOIEIIEVEII POBMBLE ROUND PLASTIC VALVE BOX do BRASS OR PVC NIPPLE IO-Z� COVER ETCHED 'IRRIGATION GATE' �, 2 ELECTRIC CONTROL VALVE _ 0 DATE (CARSON OR EQUAL) 3 PLASTIC VALVE BOX MARKED RCV' i. PLACE VALVE SOX AT VONT ANGLES TO STRUCTURES OR C " i-III I I-III-III- �,. ? � � NARDSCAPMIG. FINISH GRADE (CARSON OR EQUAL) IJ III-IIIW ETCHED WITH CONTROLLER 4. RACE AGGREGATE MIOR TO INSTALLATION OF VALVE CL < AND VALVE SEQUENCE pox. -III I I-I I I_ _ ? V B. ATTACH METAL VALVE IDENTIFICATION TAG WITH ' G r- (AIN' FINISH GRADE APPROPIYATE CONTROLLERAND VALVE NUMBER. BALL VALVE 1 'f: OR SMALLERLL I - < CLEAN BACKFILL - SEE I I WITH STAINLESS STEEL HANDLE. - �I 2 SPECS. FOR MATERIAL L I " I I �110SCgp� =I ( ( 90% COMPACTION REQUIRED 1 RESILIENT WEDGE - w - - SIDEWALK C-4 GATE VALVE X PDKy COATLD - 1=1 SANG REDOING AND I = W/ 2" 0PERATIN6• NUT-2R 6R I - Z_ I~� ..•. MOISTURE ►4"°Y" y II z I'� :: SENSOR -III SH.ADOINA;4 (6"MIN.) - y LARGER �� VALVE N �l WHERE M MMENTS /3/3/00 _ �I t]� REQUIRED ""'- � 0 INEHOUOSE PLAN CHECK COMMENTS 14 I-1 •. . . . . . .•... . . .•.•.•.•...'.'.'.•.' I I -�' �i-..I-r-� � 3" PIG TAIL EXPANSION -III !1 Z / �� I I_ LOOP (MIN. 24' LONG) L�1,°i� �' ' -fir" '�\P>r DESCRIPTION OF REVISION DATE CITY APPROVAL =T �. BRASS ANGLE CLOSE �� THESE PLANS WERE PREPARED BY: FOR PRIVATE USE 3" _ INITIAL DATE . . : . . . . . . . III= - 3 FLOW VALVE W/UNION ( I I CONTROL WIRE SLEEVE ��i � I t _III d. d. Pagano, Inc. PRAWN _ f SIZE PER PIAN INSTALL r I v 3/4' WASHED IRRIGATION CONSULTANTS N _I I I-I III= wp TNT TO UNE PRESSURE v. v 2E ` CRUSHED AGGREGATE CHECKED (-III I 4705 E.CHAPMAN AVE. o v I -1 ORANGE,CA • 92669 PRESSURE SUPPLY N -i' I , , •� t` t I t� (714)771 9200 DATE Ip-7L7- DESIGN -I _ LICENSE NUMBER:95037 FILE RECOMMENDE A^ yt. -Ill- _ SLEEVE - SIZE TWICE E Z �-" v �� v i - ;- �,�� I- SCH 80 PVC NIPPLE �,YA.= � '�*'~",` -III- n� D s s ' CONTROL Ac COMMON WIRES M A III-I I SUPPLY INE PRESSURE `° .•�r• K TMP a a a �, CITY OF RANCHO CUCAMONGA - M•_ COMMUNITY DEVELOPMENT DEPARTMENT LINE SLEEVE RE LATERAL SIZE TwICE �I I III G I� PROJECT NAME TERRA VISTA DIAMETER OF NON-PRESSURE LATERAL LINE 3/4' WASHED CRUSHED BRASS NIPPLE �'9r � LA MISSION PARK NOTES. AGGREGATE BASE SCH 40 PVC SXSXT TEE 1. ALL SLEEVES TO BE SCH 40 PVC. NOTES: PRESSURE SUPPLY LINE SHEET TITLE 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. IRRIGATION DETAILS 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 3. INSTALL VALVES IN PUNT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS 4. PLACE VALVE Box AT RIGHT ANGLES 70 STRUCTURES OR HARDSCAPING. S. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. REFER TO CITY STANDARD 120 (24" MIN. TO 36" MAX. DEPTH 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND REMOTE CONTROL VALVE WITH SHUT-OFF � RSC 'll9� TO TOP OF PIPE BELOW STRUCTURAL SECTION). VALVE NUMBER. U DATE MUNITY 6LOPMEN IFiECTo DATE - CITY ENGINEER TYPICAL SLEEVING VALVE - 3. OR SMALLER VALVE AND UNION APPROVE `1 1 5 DATE BUILbING ICIAL SHEET 14 OF Z CITY OF RANCHO CUCAMONGA STANDARD CITY OF RANCHO CUCAMONGA STANDARD CITY OF RANCHO CUCAMONGA STANDARDr APPROVLO -'• t DATE ! mss_ ► ►,, PLANNER DRAWING NO. / / f PROJECT SHEET NO. 1'1 OF 45 ------------ POP-UP TURF HEAD SET TO 1/4" ABOVE. F.Q. FINISH GRADE •v � Ii�I I I ,I I `III I I-1 I I= I I: =111111 1 �11 �11- Z N � � � 3 - - �' z o 1=1 III W BACKFILL SEE - r 1 5 4 SCH 80 PNC NIPPLE CLE I NOTES: (MINIMUM f LONG) W SPECS. FOR MATERIAL to I A. ALL NUTS AND BOLTS USED FOR 90% COMPACTION REQUIRED 11= O ° -! II O . FLANGED CONNECTIONS SHALL BE SCH 80 NIPPLE - 6' LONG SCH 40 PNCI7. — NON-PRESSURE LATERAL LINE. o STAINLESS STEEL. T X T 90' ELL �I I I 11_ SCH. 40 SNAKE POPE IN 5 I MARLEX 90' STREET ELL —I I I TRENCH IB. PROVIDE AND INSTALL ALL CONDUITS PRESSURE SUPPLY LINE:- FOR PUMP ELECTRICAL SERVICE. — = BCH. 40/cx. 315 SNAKE • - I (- 1 III PIPE Ml TRENCH I COORDINATE LOCATION OF CONDUITS ��I FROM ELECTRICAL SOURCE THRU MARLEX W ELL ' II— I � I - I=1 `��,� y � �._Ml' CONTROL WIRES - BUNOIF CONCRETE SLAB TO PUMP CONTROL NON-PRESSURE " . 11_1 I AT 1 D.C.DAND D — PANEL. CONDUITS SHALL BE SIZED PER LATERAL POTTING ADJACENT PRESSURE SUPPLY UNE NATIONAL ELECTRIC CODE. " TOP VIEW " NON-PRESSURE LATERAL UNE —I I I� I (_I I (—I 1 I—III—III—I � s«MIN•Of SAND TYP. --1 C. THE IRRIGATION CONTRACTOR SHALL BEDDING AND SHADDINIA 1 COORDINATE INSTALLATION AND NOTE: 1. LOCATE HEAD 2' TO 6' FROM WALKS. CURBS. HARDSCAPING. MOW STRIPS. I qr I ALIGNMENT OF ALL PIPING AND HEADER BOARDS, AND EDGES OF LAWN. T J11- CONDUITS THAT ARE NECESSARY TO • _; I 15 2. USE TEFLON TAPE ON ALL MALE THREADS. NOTE: I f� FACILITATE INSTALLATION OF BOOSTER 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. U PUMP 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE " UM WITH THE GENERA CONTRACTOR _ . 5 ( I 4 2 L CON COR COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 2 PRESSURE SUPPLY LINE 2 y4"AND SMALLER, 18 MIN. DEPTH, PRIOR TO POURING OF EQUIPMENT 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 3" AND LARGER, 24 MIN. DEPTH. ENCLOSURE FLOOR. POP-UP TURF SPRAY HEAD TYPICAL TRENCHING . 4 CITY 12 C OF RANCHO CUCAMONGA STANDARD PLAN • 532 CITY OF RANCHO CUCAMONGA STANDARD 11 ] O 6 (TAPER MULCH AWAY FROM HEAD,TYP. HI-POP SHRUB HEAD SET TO 1/4' AspVE, F(3. POP-UP 'TURF ROTOR SET TO 1 1/4' ABOVE FINISH GRADE � 1J FINISH GRADE N " SIDE VIEW 12 A _ __... FlN151� GRADE 7,— — ' =1 11=1 I f=1 I I I I 1=1 11= -- f1 11 I llf==1( I I - � � %747 14 12 9 10l0 N 8 13 LEGEND: 7. 4" CAST IRON FLANGED SPOOL - LENGTH AS SCH 80 PNC NIPPLE REQUIRED. (MINIMUM 4' LONG) 1. WATERTRONICS BOOSTER PUMP AND CONTROL ASSEMBLY INCLUDING PUMP ENCLOSURE. 8. 6" z 3" CAST IRON FLANGED 90' ELL. SCH 80 PVC NIPPLETYPICAL (2) PLACES TSCtXO W� REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION. 9. 6" x 4" CAST IRON FLANGED 90' ELL. MARLEX W STREET ELL 2. CONCRETE EOUIPMENT ENCLOSURE FLOOR. 10. CONCRETE THRUST BLOCK - PER AWWA ANT11-oftAIN VALVE 8 AS REQUIRED STANDARDS. . SCH 40 PVC 3. 1/4" z 4" "REHEAD" CONCRETE ANCHORS VATH MARLEX W STREET ELL 90- STREET ELL MARLEX 9Q STREET ELL !� NUTS PROVIDED BY CONTRACTOR. FOUR (4) 11. 6" CAST IRON COMPANION FLANGED. -PRESSURE MARLEX 9Q STREET ELL NON-PRESSURE LATERAL FITTING REQUIRED. LATERAL FITTING NON-PRESSURE LATERAL HE 1Y�PICAALL (2 CPLAPPLE CES 12. 6" T.S. PVC MALE ADAPTER. NON-PRESSURE LATOW LINE F 4• 3" CAST IRON FLANGED 90' ELL FROM PUMP ANTI-DRAIN VALVE AS REQUIRED DISCHARGE PIPING. 13. 6' PVC CL 315 PIPE TO IRRIGATION SYSTEM. NOV. 1. LOCATE HEAD f TO 6' FROM WALKS, CURBS. HARDSCAPING. MOW STRIPS. 5. 4" CAST IRON FLANGED 90' ELL TO PUMP 14. 6" PVC CLASS 315 PIPE FROM BACKFLOW HEADER BOARDS, AND EDGES OF LAWN. NOTE. SUCTION PNN NG. PREVENTER. 2. USE TEFLON TAPE ON ALL MALE THREADS. 1. LOCATE HEAD 2' TO 6' FROM WALKS, CURBS. 14Ar1OSUwNG. MOW STRIPS. 3. INSTALL HEADS WTH INTERNA, CHECK VALVE AND PRESSURE HEADER BOARDS. AND EDGES OF LAWN. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 2. USE TEFLON TAPE ON ALL MALE THREADS- 6. 3" CAST IRON FLANGED SPOOL-LENGTH AS 15. 3" CAST IRON SPOOL. LENGTH AS REOUIRED. 4. WAD CONNECTION AT BOTTOM INLET ONLY. REOPOP-UP TURF ROTOR UORED. 1 17 WATERTRONICS BOOSTER PUMP ASSEMBLY HI-POP SHRUB SPRAY 3 CITY OF RANCHO CUCAMONGA STANDARD PLAN • 533 N.T.S. LMP-PUMP 15 CITY OF RANCHO CUCAMONGA STANDARD PLAN • 534 C.NO. 1293 DATE NOTES: REFER TO BOOSTER PUMP SPECIFICATIONS FOR ADDITIONAL INFORMATION. Apt1DSC�,.� 7 1 AREVISIONS PER CITY COMMENTS 13/3/00 IN-HOUSE PLAN CHECK � w DESCRIPTION OF REVISION DATE CITY APPROVAL THESE PLANS WERE PREPARED BY: FOR PRIVATE USE d. d. Pagano, Inc. INITIAL DATE IRRIGATION CONSULTANTS DRAWN w 4705 E.CHAPMAN AVE. ORANGE,CA • 92660 CHECKED 30" (714)771 -9200 DATE ID-7-&W DESIGN LICENSE NUMBER:95037 FILE RECOMMENDS A - o ,, 4 CITY OF RANCHO CUCAMONGA 0 s COMMUNITY DEVELOPMENT DEPARTMENT PROJECT NAME TERRA VISTA LA MISSION PARK --'� SHEET TITLE 3 IRRIGATION DETAILS DATENITY DEV NT DI CTOR 'DATE ,� CITY ENGINEER WATERTRONICS PUMP ENCLOSURE APPROVE „�INGOF f SAL SHEET 15 OF X43 1 6 DATE �' N.T.S. LMP-BOX APPROVED DATE / •�►✓ CITY PLANNER DRAWING NO.1-677 PROJECT SHEET NO.110 OF 43 k N V" IRRIGATION PUMP STATION SPECIFICATIONS IRRIGATION NOTES GENERAL NOTES SCOPE OF WORK PART 4 - ELECTRICAL CONTROLS 1. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING VALVES, ETC. SHOWN WITHIN PAVED AREA A. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR It is the intention of this specification to describe a self enclosed automatic pump station for The La Mission 4.01 GENERAL IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE Park irrigation system. This is to be accomplished by using a completely prefabricated pump station POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE conforming to th Ijcowing specifications. The pumping station electrical controls shall be mounted in a self containing NEMA 1 enclosure ARCHITECTURAL FEATURES. CONTRACTOR. _ /" -, fabricated from not less than 14 gauge steel. Door gasket shall be neoprene sponge, sufficient to PART 1 - GENERAL \r/ `` '� � protect interior components from weather and dust. 2. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS WHEN IT IS OBVIOUS B. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OFALL EXISTING UTILITIES, STRUCTURES IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES (""'1.01 The pump station shall be, Watertronics, model LSTBY-15 430-1with a performance of 320 gpm at Y 4.02 PUMP MOTOR STARTERS, DISCONNECT AND ELECTRICAL THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES TO 112 psi based on a minimum dynamic inlet pressure of 77 psi. Pump shall operate at 230 volt, single SWITCH GEAR ATTENTION OF THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO ANY WORK OR THE THE CITY AND LANDSCAPE ARCHITECT. phase, 60 hertz power. A 60 amp disconnect shall be provided with the pump station controls. IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES The pump motor starter shall be contained in a NEMA 1 enclosure with a single access door and DEEMED NECESSARY BY THE CITY. THE CONTRACTOR SHALL PROTECT ALL EXISITNG UTILITIES AND FEATURES TO REMAIN ON The pump station will have the following features: main disconnect. The starter shall be protected on each power leg by time delay fuses of the AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION. CONTRACTOR SHALL 3. INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS AND SPECIFICATIONS. CONTRACTOR REPAIR, AT HIS OWN EXPENSE, ALL DAMAGE RESULTING FROM HIS OPERATIONS OR appropriate amperage. Overload relays shall be ambient compensating type installed on each power SHALL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL CITY AND COUNTY REQUIREMENTS NEGLIGENCE. - U.L listed control panel - * leg, set to trip at 105% of motor full-load current rating, FOR BOTH EQUIPMENT AND INSTALLATION. - 3600 rpm Horizontal centrifugal pump C. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND/OR ARCHITECTURAL r - 15 HP, 3600 rpm motor 4.03 NATIONAL ELECTRICAL CODE STANDARDS 4. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, - 3" Pressure regulation valve PLANS BEFORE BEGINNING WORK. MATERIALS, AND RUBBISH INCIDENTAL TO WORK OF THE SECTION. - 14 ga. steel enclosure with stainless steel hinge Electrical controls shall conform to National Electric Code Standards. D. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE - Lockable access cover iy 5. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH WORK INDICATED HEREIN BEFORE BEGINNING WORK. - Lockable, external electrical disconnect 4.04 MAIN STATION DISCONNECT POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTER IS AS 't - Liquid filled pressure gauge on discharge manifold SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE E. CONTRACTOR SHALL ARRANGE FOR PAYMENT OF ANY PERMIT FEES, AND RELATED i - Lightning and surprotection for controls �; ON THE SITE PRIOR TO THE START OF INSTALLATION. EXPENSES, WITH THE CITY'S AUTHORIZED REPRESENTATIVE. g g surge P A three-pole main station disconnect shall be mounted in a separate NEMA 3R enclosure to - Pump operation indicator lights completely isolate the electrical system from incoming power. Enclosed ventilation fan a. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE HCOVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE CITY'S - Hand/off/auto selector switch PART 5 OPTIONAL EQUIPMENT - Hand/off/auto pressure alarm with safety shut down - AUTHORIZED REPRESENTATIVE. - Station isolation valve, check and drain valve 5.01 HYDRO-PNEUMATIC TANK (Suction Lift Models Only) 6. WHEN THE SPRINKLER SYSTEM IS COMPLETED,THE CONTRACTOR, INTHE PRESENCE OFTHE , - Thermal sensor for the pump with shutoff and light CITY'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A COVERAGE TEST TO ENSURE IT - Two part polyurethane ultraviolet insensitive paintIS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND - 12 month limited warranty �� Ahydro-pneumatic tank shall be of the pre-pressurized replaceable bladder design rated at not less PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS �� than 150 psi working pressure. The tank shall provide adequate draw down to eliminate unnecessary PCS" NOZZLE SCREEN SELECTION GUIDE - Factory certified full flow performance test prior to shipment pump cycling. OWN COST. r The pump station shall use one (1) pump manufactured by Berkeley of Delavan, WI and one (1) 7. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ON-SITE motor as manufactured by Balder of Fort Smith, Arkansas. f INSPECTIONS TO BE SCHEDULE AT THE FOLLOWING STAGE OF INSTALLATION: DESCRIPTION MODEL PCS-010 PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 5.02 HYDRAULIC PRESSURE REGULATION GPM .1 .2 .3 .4 .6 .9 1.25 1.75 PUMP MODEL MOTOR MODEL HP RPM GPM TDH �� A hydraulic pressure regulation valve shall provide constant discharge pressure to the irrigation piping a. INITIAL PRE-JOB MEETING WITH THE CITY AND LANDSCAPE ARCHITECT. COLOR PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW 4 b. PRESSURE SUPPLY LINE INSTALLATION. system under varying flow requirements. The PRV shall be Cla-Val model 90-01 angle type. / � B3TPMS 1ML1511T 15 3600 320 81 FT. _ C. PRESSURE TEST OF IRRIGATION MAINLINE PRIOR TO BACK FILL OF TRENCHES. FLAT SPRAY 8F-FLT - - 1' 1' 3' 5' 8' - d. AUTOMATIC CONTROLLER INSTALLATION. 8H-FLT 2' 4' 5' 7' 8' I 5.03 LOW FLOW CAPABILITY e. COVERAGE TEST OF SPRINKLER SYSTEM PRIOR TO PLANT INSTALLATION. 8T-FLT 3' 5' 7' 8' The approximate full load current draw shall be 46 amps at 230 volt, 1 phase, 60 hertz. A minimum f. LATERAL LINE AND SPRINKLER INSTALLATION. 80-FLT 2' 5' 7 8' - - - 100 amp electrical service is required. Inrush current is 260 amps. Standard operation is between 15 and 20 GPM depending on discharge manifold size. Low flow 0. FINAL WALK-THROUGH OF THE PROJECT WITH ALL PARTIES CONCERNED FOR - ` ' activation at 5 GPM shall be provided for drip zones. VERIFICATION OF JOB COMPLETION AND EXECUTION OF WORK PER THE PLANS AND LOW ANGLE 1 OF-:_A - - - 2' 5' 8' 10' 11' SPRAY 15 DEG 1OH-LA - 2' 6' 7' 10' 11' - - The electrical controls shall be UL listed as a complete control assembly. SPECIFICATIONS. TRAJECTORY 10T-LA - 2' 6' 7' 10' 5.04 24 VOLT IRRIGATION CONTROLLER ACTT ON �, 8. THE CONTRACTOR SHALL PROVIDE TO THE CITY, UPON THE COMPLETION OF THE JOB, A 1.02 The station shall be completely wired, piped, dynamically flow and pressure tested prior to shipment. .�"`'" "`""�''`�•��``' ./ � - 100-LA 2 5' 8 10 - - - - n5.05DROP lt�irri`t on controller activation shall be rovided in addition to normal activation ea abilities. SET REPRODUCIBLE "AS-BUILT" DRAWINGS, WHICH SHALL BE VERIFIED FOR ACCURACY AT ^� Construction shall include a weather resistant, 14 gauge, all metal enclosure with welded lockable g P P N lid guides on top and bottom. Two sides to have oversized cooling vents. The enclosure is to be rol panel shall be equipped with four (4) separate pump start relays THE TIME OF THE FINAL JOB WALK THROUGH. STD ANGLE 12F - - - 3' S' 7' 8' 10' � supplied with internally mounted heavy duty latch which locks to keep the access door open and a (Z) PIPE CONNECTION TO IRRIGATION SYSTEM PIPING SPRAY 30 DEG 12TO - - 2' 3' 5' 7' 10' 12' 9. A REDUCED IRRIGATION PLAN INDICATING ALL SYSTEMS AND THEIR APPROPRIATE TRAJECTORY 12TT - - 2' 3' 5' 8' 11' 12' continuous stainless steel hinge with drip shield. All components are to be accessible from two sides "- - ''�'"�- "'''-"`- "" �`"""'"""'"� with the door completely open. Enclosure is to be suitable for mountingon a concrete ad with A fabricated steel drop pipe shall be provided. It shall include a gruvlok coupling for positioning to SEQUENCED VALVES SHALL BE LAMINATED IN MYIAR AND MOUNTED ON THE INSIDE OF THE 12H - - 4' 4' 8' 10' 12' - P IRRIGATION CONTROLLERS. opening for suction and discharge line entering and exiting the enclosure. the irrigation trench, a blowout fitting for winterization and custom termination for connection to the 12T - 2' 6' 8' 10' 12' - - �- - - -._. _ -• _.�-- .. --- -.._ ""� "`"' irrigation piping (bevelled end, flanged or NPT). 10. THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE (1) YEAR. 120 - 3' 8' 10' 12' - - - W OC 1.03 Operational sequence( ooster Models): The Pump shall be activated electronically with pump ANY DEFECTIVE EQUIPMENT, MATERIALS OR POOR WORKMANSHIP SHALL BE REPLACED OR start wires. Ftmr separate r�aays sly l i� tald in-thcpamp control panel. PART 6 - PAINTING CORRECTED BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON oar The um shall automatically be retired when flow drops below the minimum adjustable set point for 6.01 Painting of the entire unit shall consist of a multi-step coatingsystem which includes metal 11. THE IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A MINIMUM PERIOD OF LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAINBIRD 'PCS" PRESSURE pump Y P J P y COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. SELECT SCREEN ON CHART ABOVE FOR an adjustable time delay (see low flow option if required). If flow exceeds the capacity of the pump, preparation, rust inhibitive prime coat, and a two part ultraviolet light insensitive epoxy finish having ONE HUNDRED EIGHTY l 901 DAYS AND SHALL WATER ON A REGULAR BASIS. APPROPRIATE RADIUS. Iprime is lost, or water to the inlet is reduced, the pump will shut off, illuminate a low pressure cut total dry film thickness of not less than 5 mils. 12. ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER OF #14 out light and require a manual reset. If water temperature at the inlet of the pump exceeds 120 DIRECT BURIAL TYPE. USE RED INSULATED WIRE FOR PILOT AND WHITE FOR COMMON. degrees fahrenheit, the pump will shut off, illuminate a high temperature cut out light and require a PART 7 - TESTING INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE PIPING WHERE POSSIBLE. manual reset. �.�- ------ ' 7.01 The pump station shall be dynamically tested in a 10,000 gallon test facility for flow, pressure and BUNDLE AND TAPE TO PIPE AT 15 FEET INTERVALS. PROVIDE TWO EXTRA PILOT WIRES TO THE END OF THE PIPE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. COIL THE LAST IRRIGATION SYSTEM OPERATION NOTE: PART 2 - PUMPS AND MOTORS electrical function cycles prior to shipment, to minimize on-site start up time. 2 FEET OF THE WIRE AND LEAVE IN VALVE BOX. PRIOR TO CITY ACCEPTANCE OF THE PARK, THE CONTRACTOR SHALL DEMONSTRATE THAT THE 2.01 PUMPS PART 8 - OWNERS MANUAL 13. PROVIDE A MINIMUM OF 18" OF COVER OVER ALL PRESSURE MAINLINE PIPE AND 12" IRRIGATION SYSTEM AS INSTALLED CAN OPERATE ON THE CITY'S SCHEDUAL OF EVENING MINIMUM OF COVER OVER ALL NON-PRESSURE LATERAL LINE. TRENCH BACKFILL SHALL BE WATERING, OPERATING 8 HOURS PER EVENING 10:00 P.M. TO 6:00 A.M., 6 DAYS PER WEEK. THIS Pumps shall be electric motor driven, horizontal centrifugal with mechanical shaft seal, volute case 8.01 Complete written start up instructions shall be provided by the manufacturer in the form of an owners FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION PIPE OR EQUIPMENT. IN THE SCHEDUAL SHALL BE ADHERED TO FOR A MINIMUM OF 30 DAYS. ANY DEFICIENCIES NOTED IN THE and impeller. The shaft seal shall be a self-adjusting mechanical type to prevent leakage and manual. EVENT OF BACKFILL SETTLEMENT, CONTRACTOR SHALL PERFORM REQUIRED REPAIRS AT SYSTEM SHALL BE CORRECTED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE eliminate the need for a drain piping. The volute case shall be precision machined from grey cast PART 9 - WARRANTY HIS OWN EXPENSE. iron and engineered to modern hydraulic standards. It shall be possible to rotate the discharge 14. ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN A PVC SCHEDULE 40 SLEEVE WITH connection to any of four positions. A heavy cast iron bracket shall maintain alignment between the 24" MINIMUM OF COVER. SLEEVE LOCATIONS TO BE AS SHOWN ON PLANS AND INSTALLED motor and volute case. The impeller shall be an enclosed type and balance to provide smooth 9.01 The manufacturer shall warrant the pump station to be free of defects for one year from date of start P YP P PER DETAIL. operation. The impeller is to be keyed to the shaft and locked with a special cap screw and a washer. up or eighteen months after shipment, whichever occurs first. Failure caused by lightning strikes, power surges, vandalism, operator abuse, or acts of God are excluded from warranty coverage. 15. ALL QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUNDCOVER AREAS S The motor shaft is to be manufactured from high grade steel and of reduced length to increase shaft rigidity, extend bearing life, and reduce the overall length of the pump and motor assembly. The WHENEVER POSSIBLE AND WITHIN 18" OF THE HARDSCAPE. ALL QUICK COUPLER VALVES pump shaft shall be protected with a replaceable stainless steel sleeve. The pump motor and impeller PART 10 - MANUFACTURER LOCATED IN TURF AREAS SHALL BE INSTALLED IN AN 8" DIAMETER GREEN PLASTIC VALVE 1 s shall be removable from the back of volute case for service without disturbing the plumbing. Pumps BOX. N shall be manufactured by Berkeley Pump Company or an approved equal. 10.01 The pumping station shall be model number LST or LSTB as manufactured by WATERTRONICS, ic. o. 1283 525 Industrial Drive, Hartland, Wisconsin 53029, (800) 356-6686, (414) 367-5000, (414) 367-5551 16. ALL THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC PIPE SHALL BE MADE WITH A 1,0-2-7-aI1 (fax) or equal approved by the architect/engineer. PVC THREADED COUPLING. ALL THREADED ADAPTERS AND COUPLINGS ARE TO BE 'DURA' DATE 2.02 MOTORS DEEP SOCKET TYPE. Each pump motor shall be a squirrel cage induction horizontal solid shaft type. The pump impeller PART 11 - ENCLOSURE 17. CONTRACTOR TO INSTALL AN APPROVED ANTI-DRAINAGE DEVICE FOR ALL LOW HEADS TO shall be direct mounted and keyed to the motor shaft with a stainless steel protective sleeve. The PREVENT LOW HEAD DRAINAGE AND POSSIBLE SOIL EROSION. temperature rise of the motor shall be to NEMA Standard MG-1-12.42 for Class B or Class F 11.01 A stainless steel booster pump enclosure as indicated in the detail sheet shall be provided as apart insulation. Radial and thrust bearings of ample capacity to accommodate the hydraulic thrust of the of the booster pump assembly by the pump manufacturer. All components of the enclosure shall 18. ALL HEADS SHALL BE INSTALLED ON AN APPROPRIATE POP-UP BODY AS SPECIFIED ON THE pump shall be incorporated into the motor. The motor shall be of proper size to drive the pump at be stainless steel. Enclosure shall be secured to concrete equipment area floor. LEGEND AND SET '/4" ABOVE FINISH GRADE. 'OSG 1aF any point on it's operation curve without exceeding the percent of motor horsepower nameplate rating. Motors shall be manufactured by U.S. Motor or an approved equal. 19. INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF RADIUS FOR ��``� a�""`'`t. THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO MINIMIZE SPRAYING WATER ON M. PART 3 - PIPING MANIFOLD. VALVES GAUGES AND OTHER MECHANICAL EQUiPMENT BUILDINGS AND HARDSCAPE. ADJUST ALL VALVE FLOW CONTROLS TO PROVIDE OPTIMUM II REVISIONS PER CITY COMMENTS/ 3/3/00 ' PERFORMANCE. �J7 O IN-HOUSE PLAN CHECK END OF SECTION 3.01 FABRICATED PIPING '� * DESCRIPTION OF REVISION DATE CITY APPROVAL 20. PRIOR TO BACKFILLING IRRIGATION TRENCHES: �OFTHESE PLANS WERE PREPARED BY: FOR PRIVATE USE All fabricated piping shall conform to ASTM specifications A53 for Grade B welded or seamless a. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 150 d. d. Pagano, Inc. INITIAL DATE schedule 40 pipe. All welded flanges shall be forged steel, slip-on weld neck type. All welded PSI FOR A PERIOD OF SIX HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY IRRIGATION CONSULTANTS DRAWN Pe fittings shall be seamless, ASTM Specification -234, with pressure rating not less than 150 psi. 4705 E. CHAN AVE. REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING NEW MATERIAL IN ITS ORANGE CA-92669 CHECKED PLACE. (714)771 -9200 DATE 10•'2.'l- DESIGN 3.02 PUMP CHECK VALVES LICENSE NUMBER:95037 FILE IRECOMMENDEqXft Check valves shall be center pivot dual disc non-slam, cast iron bodied with bronze and stainless steel CITY OF RANCHO CUCAMONGACOMMUNITY DEVELOPMENT DEPARTMENT trim. Sealing surfaces shall be resilient Buna-N-rubber. Check valve manufacture: shall be Valmatic, 8800 Series. PROJECT NAME TERRA VISTA 3.03 ISOLATION VALVE LA MISSION PARK SHEET TITLE �,. n�•� IRRIGATION NOTES & LEGENDS Isolation valve shall be American made gate valve with a brass body, stem and disc, rated for 2000 �+ ;___,•.,,_ .�� 4 ✓� ,x\y, psi non shock, cold water use. The valve shall be Hammond model 667. «A 3.04 GAUGES AND SWITCH GAUGES 10 �tZ�s . t- -� DATE C IMMUNITY DE P ENT D ECTOR A d CITY ENGINEER Gauges and switch gauges shall be liquid tilled or pulsation dampened. �;,,, . f APPROVE ` r .; DATE Y < ". BUI DING OF00AL SHEET 16 OF 45 APPROV O Q DATE - Crry PLANNER DRAWING NO. IS 7 PROJECT SHEET NOA41 OF 45 r1{-`,. _. '�t,l SPRINKLER IRRIGATION SPECIFICATIONS I N, PART 1 - GENERAF� '�� L Lot DESCRIPTION II A. Scope of Work: Provide all labor, materials, transportation, and services g. Quick coupling valves PART 2- PRODUCTS 6. Field splices between the automatic controller and electrk control C Provide for a minimum of twelve(12) inches for all non-pressure 3. Lowering raised sprinkler heads by the Contractor shalt be \^ necessary b furnish and install the Irrigation System u shown on the valves will not be allowed without prior approval of the City of lines. accomplished within ten(10)days aner notification by the City. V ` Drawings and described herein. h. Stub-outs for future connection. 2.01 MATERIALS Rancho Cucamonga. S. Provide for■minimum cover of eighteen(IE)Inches for all control 1. All sprinkler heads shall be set perpendicular to finished grads 1.02 QUALITY ASSURANCE A REQUIREMENTS 1. Other related equipment as directed by the City of A. General: Use only new materials of brands and types noted on drawings, K. Automatic Controller: wiring. unless otherwise designated oa the Drawings. Rancho Cucamonga. specified herein,or approved equals. A. Permits and Fees: The Contractor shall obtain and pay for any and all permits 1. Automatic controller(@) shall be of size and type shown on the 6. Refer to city standard number 120'Trench Repair'for all trenching S. Rain Bird EFB-CP-PRS valves will be set per manufacturers -_y- and all observations u required. 6. On or before the dale of the final field observation,the Contractor B. PVC Pressure Mein Line Pipe and Fittings: Drawings. within City��- specification so that each lateral operates at design pressure. shall deliver the corrected and completed sepias to the City of B. Manufacturer's Directions: Manufacturer's directions and detailed drawings Rancho Cucamonga. Delivery of the sepia will not relieve the I• Pressure main line piping for sizes 2'and larger shell be PVC Class 2. Final location of automatic controller(s)shall be approved by the B. Backfilling: B. Testing or Irrigation System: shall be followed in all cues where the mansfaeturen of articles used in this Contractor of the responsibility of furnishing required information 313. City of Rancho Cucamonga. Contract furnish directions covering points not shown to the Drawings and that may be omitted from the prints. 1. The trenches shall not be backfilled until all required tests are I. The Contractor shall request the presence of the City of Rancho Specifications. 2. Class 315 pipe shall be made from an NSF approved Type 1,Grade 3. Unless .■ otherwise noted on the Drawirts, the 120 volt electrical performedTrenches shall be carefully backfilled with the Pec Cucamonp in writing atleast/E boon i- _advance of testing. I,PVC compound conforming to ASTM resin specification D17E1. power to each automatic tomatic controller location to be furnished by excavated materials approved for backfilling,consisting of earth, __ ._.___ - __ _ C. Ordinances and Regulations: All local,municipal and late laws,and rules and C. Controller Charts: All pipe must meet requirements as set forth in Federal Specification others. The final electrical hook-up shall be the responsibility of the loam,sandy clay,sand,or other approved materials,free from large 2. Test all pressure lines under hydrostatic pressure of I50 pounds per regulations governing of relating to any portion of this work we hereby PS-22-70, with an appropriate standard dimension (S.D.R.) Contractor. clods of earth or stones- Backfill shall be mechanically compacted square inch and prove watertight. 1. As-built drawings shall be approved by the City of Rancho (Solvent-weld Pi In landscaped areas to a d dentis equal to adjacent undisturbed incorporated into and nude•part of these Specifications,and their provisions Pe)- � dry req 1 shall be carried out by the Contractor. Anything contained in these Cucamonga before controller charts are prepared. 4. An EJcoo\ 24 PC permanent remote control pigtail and telephone soil in planting areas. Backfill will conform to adjacent grades Note: Testing of pressure main lines shall occur prior to Specifications shall not be construed to connict with any of the above rules, 3. Pressure main line piping for sizes I-I/2'and smaller shall be PVC cable conduit for modem shall be mounted vtth tke without dips,sunken areas,humps or other surface irregularities. installation of the electric control valves. regulations,o►requirementsof the same. However,when these Spec ifications 2. Provide one controller chart for each controller supplied. Schedule 40 with solvent welded joints. controller. Phone line conduit be connected to and Drawings call for or describe materials,workmanship,or construction of nearest approved telephone source and be operable to City's central 2. A fine granular material backfill will be initially placed on all lines. 3. All piping under paved area shall be tested under hydrostatic a better quality,higher standard,or larger size than is required by the above 3. The chart shall show the area controlled by the automatic controller 4. Schedule 40 pipe shall be made from NSF approved Type 1,Grade computer prior to acceptance. Contractor shall apply and pay for No foreign matter larger than one-half(1/2) inch in size will be pressure of ISO pounds per square Loch and proven watertight prior rules and regulations,the provisions of these Speetricatbn■and Drawings shall and shall be the maximum size which the controller door will allow. 1 PVC compound conforming to ASTM resin specification D17E5. the installation. permitted in the initial backfill. to paving. take precedence All pipe must meet requirements as ad forth in Federal Specification 4. The chart is to be a reduced drawing of the actual installed system. PS-21.70. L- Electric Control Valves: 3. Flooding of trenches will be permitted only with approval of the 4. Sustain presents in lines for not less than six(6)hours. If leak, However, in the event the controller sequence is not legible when Cit of Rancho Cucamonga. devel lace ints and test until entire stem Is proven D. Explanation of Drawings: r B develop.roP je � ry the drawing Is reduced, it shall be enlarged to a size that will be S. PVC solvent-weld fittings shall be Schedule 40, 1-2, 11-1 NSF 1. All electric control valves shall be the same size and type shown on watertight. I. Due to the scale of the Drawings, it is not possible to indicate all readable when reduced. approved conforming to ASTM test procedure D2466. the Drawings. 4. If settlement occurs and subsequent adjustments in pipe, valves, offsets, fittings, Weaves, etc., which may be required. The sprinkler heads,lawn,planting,or other constructionere necessary, S. All hydrostatic tests shall be made only in the presence of the Contractor Wall careful) Invest{ the structurd and finished S. The chart shall be a blackline or blueline ozalid print and a different 6. Solvent cement and rimer for PVC solvent-weld pipe and fittings 2. All electric control valves shall have a manual flow adjustment. the Contractor shall make all required adjustments without cost to General Contractor or the C' of Rambo Cucamonga. No y gala P P P B 1 eq 1 ^1' t Pi(1e conditions affecting all of his work and plan his work accordingly, color shall be used to indicate the area of coverage for each motion. shall be of type and installation methods prescribed by the the City. shall be backfilled until it has been observed,tested,aroJ approved furnishing such fittings, etc., as may be required to meet such manufacturer. 3. Provide and install one control valve box for each electric control in writint. conditions. Drawings aro generally diagrammatic and indicative of 6. When completed and approved, the chart shall be hermetically valve. C. Trenching and Backfill Under Paving: the work to be Installed. The wort ■haft be installed in such a sealed between two pieces of plastic,each piece being a minimum 7. All PVC pipe must bear the following markings: 6. Furnish necessary force pump and all other test equipment. manner u mannto avoid eomnietabetween the Irrigation system,planting, 20 mile. M. Control Valve Boxes: 1. Trenches located under areas where paving,asphaltic concrete,or and arehiteeturd features. a. Manufacturer'■name concrete will be installed,shall be backfilled with sand(a layer two 7. When the irrigation system is completed,perform a coverage test in 7. These charts shall Ir completed and approved prior to the final field 1. Use 10'x 10-1/4'round box for all ate valves,Carson Industries (2) inches below the pipe and three 3 inches above the pipe)and the presence of the Ci of Rancho Cucamonga to determine if the b. Nominal pipe sits t P•P 11 P P ) P City B 2. All work called for on the Drain notes or details shall be observation of the irrigation system. #910-12B with reen bolt-down cover or roved equal. Extension compacted in layers to 95% compaction, using manual or water coverage for planting areas n complete cad adequate. Furnish Drawings�' C. Schedule a clan B aPP eq P Y P a a P a a^P furnished and installed whether a not specifically mentioned In the d. Pressure rating in P.S.I. sleeve shall be PVC with minimum size of six(6)inches. mechanical tamping devices. Trenches for piping shall be all materials and perform all work required to correR any Specifications. e. lwJr(fvational Sanitation Foundation)approval compacted to equal the compaction of the existing adjacent inadequacies of coverage due to deviations from the Dnwints,or D. Operation and Maintenance Manuals: f. Date of extrusion 2. Use 9-1/2' x 16' x I V rectangular box for all electric control undisturbed soil and shall be len in a firm unyielding condition. All where the system has been willfully Installed as indicated on the 3. The Contractor shall not willfully install the Irrigation system as valves,Carson Industries#1419-12B with green bolt-down cover or trenches shall be len flush with the adjoining grade. The Contractor Drawings when it is obviously inadequate,without bringing this to I. Prepare and deliver to the City of Rancho Cucamonga within ten shall set in lace,c and pressure tut all tin under paving prior the attention of the of Rancho Cucamonga. This test shall be shown on the Drawings when it fr obvious in the field that E. All fittings shall bear the manufacturer's name or trademark, approved equal. P �P P piping L P i P �h' t obstructions, rade differences,or di antic■in area dimensions calendar days prior to completion of construction,two hard-cover, to the paving work. accomplished before an and cover In lamed. g serep three-ring binders containing the following information: material designation,size.applicable I.P.S. schedule and NSF @cel P t n^P r fro P exist that might not have been considered in engineering. Such of approval, 3. Use 10'x 10-I/4'round box for all quick coupling valves installed obstructions or differences should be brought to the attention of the within on-structure landscaped arw,Carson Industries No.910-12B 2. Generally,piping under existing walks is done by jacking,boring, E. Upon completion of each phase of work,the coin system shall be C or Rancho Cucamonga. In Use event this notification i■ not a- Index shed which aures Contractor's name,address,and with ram bolt-down cover or roved equal. or hydraulic driving,but where an cutting or breakin of sidewalks tested and adjusted b mod site requirements. a C. PVC Non-Pressure Lateral Line Piping: a aPP eq r t a 1 tsq telephone number, and which lists each inebled and/or concrete is necea it shall be done and replaced b the performed,the Contractor shill assume run responsibility for any 'ary• eP r revision equipment and material Item, including names and Contractor u a art of the Contract cost. Permission to cut or 3.07 MAINTENANCE wry• 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 N. Sprinkles Heads: P addresses of manufacturers'local representatives. break sidewalks and/or concrete shall be obtained from the City of 1.03 SUBMITTALS with solvent-weld joints when installed in planting caw. b. Catalog and Peru sheets on every material and equipment 1. All sprinkler heads shall be of the mine sits,type,and deliver the Rancho Cucamonga. No hydraulic driving will be permitted under A. The entire irrigation system shall be under full automatic operation for a period item installed under this Contract. 2. Non-pressure lateral line piping installed under paved areas shall be same rate of precipitation with the diameter(or radius)of throw, concrete paving. of seven(7)days prior to any planting. A. Material List: PVC Schedule 40 with solvent welded joints. Pressure, and discharge as shown on the Drawings and/or as specified in these spacial provisions. D. Assemblies: B. The City of Rancho Cucamonga reserves the right to waive or shorten the I. The Contractor Guarantee statement. operation period. ctor shall furnish the articles,equipment,materials,or 3. Pipe shall be made from NSF approved,Type I, Grade 11 PVC processes specified by name in the Drawings and Specifications. No compound conforming to ASTM resin specification D17E4. All 2. Spray heads shall have a screw adjustment. 1. Routing of sprinkler irrigation lines u indicated on the Drawings is substitution will be allowed without Lor written approval b the d. Complete operating and maintenance instructions on all diagrammatic. Install lines (and various assemblies) in such a 3.0E CLEAN-UP Pr 'PP 7 pipe must mod requirements set forth in Federal Specification PS- C of Rancho Cucamon major equipment. manner u to conform with the details in the Drawings. City P• 22-70 with an appropriate standard dimension ratio. 3. Riser units shill be fabricated in accordance with the details shown E on the drawings. Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall 2. In addition to the above mentioned maintenance manuals, provide 2. Install NO multiple assemblies in plastic lines. Provide each be removed from the site,all walks cad paving shall be broomed of washed down,and 2. Complete materiel list shall be submitted prior to performing any 1. Except u noted in paragraphs 1,2,and 3 of this section(2.01 B). P the City's maintenance personnel with instructions for major assembly with its own outlet. an damage sustained on the work of others shall be r sired to its original condition. work. Material list shall include the manufacturer,model number, Y Y B eP t� equipment cad show evidence in writing to the City of Rancho all requtremcnu for non-pressure lateral Zine pipe and fittings shall 1. Riser nipples for all sprinkler hods shall be the same sits u the and description of all materials and equipment to be used. be the vane u for solvent-weld pressure main line pipe and fittings riser opening in the sprinkler body Cucamonga at the conclusion of the project that this service has 3. Install all assemblies specified herein in accordance with respective 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE been rendered. u set font in section 2.018 of these Specifications. Although manufacturer and other Information may be different,the 5. All sprinkler heads of the same type shall be by the same detail. In absence of detail drawings or Specifications pertaining to following Is a guide to proper submittal format: D. Brass Pipe and Fittings: manufacturer. specific items required to complete work, perform such work In A. The Contractor shall operate each system in Its entirety for the City of Rancho E. Equipment to be Furnished: accordance with bed standard practice with prior approval of City Cucamonga at time of final observation. Any items deemed not acceptable by Item No. Descriptio Manufaclyrct Model No. I. Where indicated on the Drawings, use rod brats screwed pipe O. Sleeving: of Rancho Cucamonga. the City of Rancho Cucamonga shall be reworked to the complete satisfaction M 1. Supply u a part of this contract the following tools of the City of Rambo Cucamonga. conforming to Federal Specification#WW-P-351. 1. All hydrolic tuts shall be made only in the presence of the General 4. PVC i and fittings shall be thoroughly cleaned of dirt,dust,and >t 1 Backnow Preventer Febco E23Y pipe B t Y t{ a. Two (2) sett of special tools required for removing, moisture before installation. Installation and solvent welding B. The Contractor shall show evidence to the City of Rancho Cucamonga that the W 2. Fittings shall be red brass conforming to Federal Specification Contractor and the City of Rancho Cucamonga. No pipe shall be E 2 Automatic Controller Glsenss ETI Series disassembling and adjusting each type of sprinkler and methods shall be u recommended by the pipe and fitting City has received all accessories,charts,record drawings,and equipment u MWW-P-460. backfilled until it has been observed, tested, and approved in -� valve supplied on this project. manufacturer. required before final site observation can occur. writing. 3 Gate Valve Nibeo T-6ds ECopper Pipe and Fittings: b. Two(2)four-foot E.valve keys for operation of gate valves. S. On PVC to metal connections,the Contractor shall work the metal 3.10 SITE OBSERVATION SCHEDULE P Valves: connections first. Teflon a ora roved equal,shall be used on 1 Etc. Etc. Etc. C. Two k ■for each automatic controller. 1. Pipe: Type K,hard tempered PP A. The Contractor shall be responsible for notif in the C of Rancho �) h' I. Ball Valves(1 fi" and smaller) all threaded PVC to PVC,and on all threaded PVC to inch joiner. notifying rah' < Irrigation submitb mud be specific and complete. All items must 2. Fittings: wrought copper,solder joint type a. Ball valves shall be a 125 Ib. SWP bronze valve with Light wrench pressure is all that is required. Where threaded PVC Cucamonga in advance for the following observation meetings,according to G� be listed and should include solvent/ rimer,win,wire connectors, d. One(1)quick coupler key and matching base swivel for connections are required,use threaded PVC adapters into which the the time indicated: P threaded ends and shall he equipped with a stainless steel °q aP every five(5)or fraction thereof of each type of quick .nay be solvent welded- valve boxes,ate. No copies of manufacturer's literature(catalog 3. Joiner shall be soldered with silver solder,IS%silver, IS%copper, handle. per' y = coupling valve installed. I. Pro-Job Conference- 7 days �� _ eco)aro required u submittal information. 16%zinc,24%cadmium,solider.at 1123'F. and liquidate at 1115• h. Ball valves shall he similar to those manufactured by Nihco y `� E. Line Clearance: fi F. or roved equal.2. The above mentioned equipment shall be turned over to the City,t aPP q 2. Pressure supply line Installation and testing-It boon 4 3. The Contractor may submit substitutions for equipment and the conclusion of the project. Before final observation can occur, c. All Ball valves shall be installed per detail. materials listed ism the Drawings by following procedures as outlined F Not used 1. AJI lines shall have a minimum clearance of six(6)inches from each evidence that the City has received materiel mud be shown to the 2. Resilient Wedge Gate Valve(2" and larger) other and twelve (12) inches from lines of other trades, with the 3. Automatio controller Installation-It hours CCC777 In Section I.OS of lla Irrigation Spdxificstioas. Cmy of Rancho Cucamonga. t a Resilient Wedge Gate valves shall he epoxy coated and exception of the control wire sleeve(s) which shall be Installed 4. Equipments materials installed or furnished without prior approval 1.04 PRODUCT DELIVERY,STORAGE, AND HANDLING equipped with a 2" operating nut. adjacent to pressure supply line. Parallel lines shall not be installed 4. Control wire iwatallatiom-4t hour 16 � of the City of Rambo Cucamonga may be rejected and the h. Resilient Wedge Gate valves shall be No. 403 RT-RW as directly over one another. -� Contractor may be required to remove such materials from the site S. Lateral line and sprinkler Mstallatbe-It hours � � r A. Handling of PVC Pipe and Fittings The Contactor is cautioned to exercise supplied by Watts at approved equal. at his a"expense. care in handling,loading.unloading.and dorm PVC pipe and fittings. All C All Resilient Wedge Gate valves shall he installed per detail. F. Automatic Controller Assembly: t• t• B P P B 6. Coverage test-It hove PVC pipe shall be transported in a vehicle which allows the length of pipe to J 5. Approval of any item,dtermativeor substitute indicates only that the Insall u per manufacturer's instructions. Remote control valves shall be lie mat no u not to subject it to undue bending or,concentrated external load 7. Final observation-7 days product or products apparently mod the requirements of the at any point. Any section of pipe that has been dented or damaged will he Q. Miscellaneous Irrigation Equipment: connected to controller in numerical sequence u shown on the Drawings. -- -,- Drawings and Specifications om thio basis of the information or discarded,and if installed,shall be rpiping. laced with new samples submitted. L Refer to the Irrigation Plans for sizes and types of O. High Voltage Wiring for Automatic Controller: B. When observations have been conducted other than the City of Rancho miscellaneous irrigation equipment. Cucamonga, show evidence In writing of when and by whom these 6. Manufacturer's warranties shill not 1.05 SUBSTITUTIONS relieve the Contractor of his O. Quick Coupling Valve: I. IZO volt power connection to the automatic controller shell be observations were made. liability under the guarantee. Such warranties shall only supplement 2. All miscellaneous irrigation equipment shall be u provided by the Contractor. A. If the Contractor wishes to substitute any equipment or materials for the � C. No site obacrvstions will commence without'As-Built' record dnwin s. In the guarantee. 1. Quick coupling valves shall have a brass,two-piece body designed specified or approved equal. a equipment or materials listed on the Drawings and Specifications,he may do the event the Contractor salla fa a visit without'As-Built' record drawings, for wortc��s pressure of ISO P.S.I. 2. All electrical work shall conform to local codes, ordinances,and B. Record Drawings: so by providing the following information to the City of Rancho Cucamonga PART 3- EXECUTION union authorities having jurisdiction. without Completin j previously noted Corrections, or without preparing the for approval- 2. Quick coupling valve shall be operable with a quick coupler key. system for said visit, he shall be responsible for reimbursing the City of 1. The Contractor shall proviM and keep up-to-date a complete record Key size and type shall be u shown on the Drawings. 3.01 OBSERVATION OF SITE CONDITIONS H. Remote Control Valves: Rancho Cucamonga at his current hourly billing rule, portal to portal (plus set of bluelins ozalid prints which shall be corrected daily,showing I. Provide ■ statement indicating the reason for making the transportation costs), for the inconvenience. No further visits will be every change from the original Drawings and Specifications and the substitution. Use a separate shed of paper for each item to be H. Backnow Prevention Units: A. All salad dimensions are approximate. The Contnwtor shall check and verify 1. Install where shown on the Drawings. Where grouped together, scheduled until this charge has been paid and received. exact installed locations,sizes,and kieds of agvipmev@t. Prints for substituted. all size dimensions and receive approval from the City of Rancho Cucamonga allow u least twelve (12) inches between adjacent valve boxes. this purpose may be obtained from the City of Rancho Cucamonga 1. Backflow prevention unit shall be of size and type indicated on the prior to proceeding with work under this Section. Insall each remote control valve in a separate valve box. END OF SECTION at cost. This ad of drawings shall be k em the site and shall be 2. Provide descriptive tabes literature,performance charts and now opt irrigation drawings. Insall backflow prevention units in accordance �S shorts for each item to be substituted. used only u a Heard set- with the Drawings. B. Exercise extreme care in excavating and working new existing utilities. The 1. Flushing of System: Contractor shall be responsible for damages to utilities which are caused by his u' 3. Provide the amount of cod savings if the substituted item i■ S7Q 2. These drawings shall also serve u work progress,hods and shall .pp��- 2. Wye strainers at backflow prevention units shall have a bronzed operations a neglect. Check exiling utilities drawings for existing utility I. Ager all new sprinkler pipe lines and risen are in place and be the basis for measmnt cad payment for wort completed. screwed body with 60 mesh morsel screen and shall be similar to locations. connected,all necessary diversion work has been completed, and IIII/j, These drawings stall be available at all times for observation and Bailey#100B or approved equal. prior to installation of sprinkler heads, the control valves shall be UC.NO. 12&3B. The City of Rancho Cucamonga shall have the sole responsibility in accepting shall be kept In a location designated by the City of Rancho C. Coordinate installation of sprinkler irrigation materials including pipe,so there opened and full head of water used to flush out the system,or rejecting any substituted item u an approved equal to the equipment and Cucamonga. Should ther000►dbluelinadrnviwtpmgressshedsnot 3. All pressure main line piping between the point of connection and shall be NO Interferencewith utilities or other construction or difficulty In I Q_�� foor be available r review not up-lo- materials listed on the Drawings and Specifications. m dats at the time of any the backnow preveer shall be installed a lted required by focal code. planting tram, n ep,shrubs,and ground Covera. 2. Sprinkler heads shall be installed only afterothing of the system DA observation(refer to Section 3.10-Inspection Schedule),it will be The Contractor shall verify with the local governing body u to has been accomplished to the complete satisfaction of the City of assumed no in st work has been completed and the Contractor will be 1.06 GUARANTEE material type and installation procedures prior to start of D. The Contractor shalt carefully check all grades to satisfy himself that he may Rancho Cucamonga. �j assessed tcoof that site visit at the cvrremt billing rate of the construction. Submit shop drawing for approval, safely proceed before staging work on the irrigslion system. yste . I I" ' A. The guarantee for the irrigation stem shall be made in accordance with the City of Rancho of that ass No other observations shall cake pisco attached form. The General Conditions and Supplemertary Conditions of these 1. Sprinkler Herdt prior to paynsoent of that asssssnteo 1Check Valves: 3.02 PREPARATION Specifications shall be filed with the City prior to acceptance of the irrigation . I. Install the sprinkler heads as designated on the Drawings. Sprinkler 3. The Contractor shall mace new and legible notslbns on the record system. I. Swing check valves 2' and smaller shall be 200 pound W.O.G. A. Physical Layout: heads to be installed in this work shall be equivalent in all respects drawing progress sheds daily as the work proceeds, showing the bronze construction with replaceable composition, neoprene, or to those itemized. work u actual) installed. For example. should a piece of B. A copy of the Guaranty form shell be included in the operations and ----- -- r P P� rubber disc and shall moat or exceed Federal Specification WW-V- I. Prior to Installation, the Contractor shall stake out all pressure _- -- - maintenance manual. equipment be Installed Lo•location that does not match the plan,the SID,Class A,Type IV, supply lines,routing and location of sprinkler heads. 2. Spacing of heads shall not exceed the maximum indicated on the `Q �. --,-- Contractor must Indicate that equipment hu been relocated in a Drawings. In no case shall the spacing exceed the maximum 4, pmA graphic manner so u to match the original symbol*as indicated In C. The guarantee following form shall r at typed onto the Contractor's letterhead and shall t► trap t sy' 2. Antidrainvalves shall be of heavy duty virgin PVC construction 2. All layout shill be approved by the City of Rancho Cucamonga -mended by ileo manufactures. .� the ITT i ion le The relocated Y mem and dimensions will contain the following information: tat t�� eq IP with F.I.P.thread inlet and outlet. Internal para shall be stainless prior to iststallstioe. L the be transferred tin the trig{met reem drawing plan of the proper steel and neoprene. Anti-drain valve shell be field adjustable against 3.01 TEMPORARY REPAIRS - � " 6 time. GUARANTEE FOR IRRIGATION SYSTF]�4 SPP r I1_q_i .17 drawout V from S to 40 fed p head. Anti-drain valve shall be similar B. Water 1 The City reserves the right to make temporary repairs u necessary to keep the sprinkler e DATE CITY APPROVAL to the Valcon *ADV* or approved equal. tem equipment is atLo condition. The exercise of this right the C shall not ��- DESCRIPTION OF REVISION _ of We hereby guaranty that the irrigation system we have furnished and installed is free 1. The Irrigation system shall be connected to water supply point(s)of O eq iP operating t b City ��' pr M FOR PRIVATE USE 4. all Information the date from th * observation g'pth sto am pa mylar from defects In materials cad workmanship, and the work has been completed in THESE PLANS WERE PREPARED BY: P relieve the Contractor of his responsibilities under the terms of the guarantee u herein all information from the'record drawing'prion to a soda myl ar orconnection u indicated on the Drawings. reapo j similar mylar material procured from the City of Rancho or neglect excepted. the Drawings and Specifications,ordinary wear and tear,nn mate abuse, 1. Control Wiring: specified. cip Cueanoe ,. Alt work shall be in waterproof India ink and lied or ocgtect ucepted. We agcy to repair or replace any defects in material or INITIAL DATE t erproo applied workmanshipwhich ms developduring the nod of one ear from date of acceptance 1. Except u noted otherwise, connections between the automatic 2. Connections shall be made at the approximate location(s)shown on d, d. Pagano, Inc. to the mylar by a technical pen made expressly for use on mylar l d a Per r eF 3.05 EXISTINO TREES DRAWN Df� controllers and the electric control valves shall be made with direct the Drawings. The Contractor is responsible for minor changes IRRIGATION CONSULTANTS and also b repair er replace any damage resulting from the repairing or replacing of ouch 1705 E.CHAPMAN AVE. material. Such pan shall be similar to those manufactured by burial copper wire AWO-U.F.600 volt. Control wiring installed in caused by actual site conditions. CHECKED defects at ao additional costa to the City. We shall make such repairs or replacements coPP B Where k is necessary to excavate adjacent to existing trees,the Contractor shall use all ORANGE,CA • 92669 Rapidogrsph,Kecffell Q Fuser,or Faber Castell. The dimensions -- shall be made so ss to be easilyreadable wen on the final controller within a reasonable time,u determined by the City, after receipt of written notice. In control wire coMuk within structure shall be made with AWG-TW (714)771 -9200 DATE 10`21"11-5 DESIGN C. Electrical Supply: possible care to Ovoid injury to trees and try roots. Excavation in area where two the evert of our failure to make such repairs or replacements within■ reasonable time sold coypu wire. Piles wire ,hall be• different color wire for d'PP r' (2) inch cad larger roots occur shall be done by hand. All roots two(2)Inches cad larger LICENSE NUMBER: 95037 FILE RECOMMENDE '#% J chart (nes Section �. The original mylar 'record drawing" plan ,flu receipt of written notice from the City, we authorize the City to proceed to have each automatic controller. Common wires shall be white with • in diameter,axe direct! to the path of t or conduit,shill be tunneled undo and shall be submitted to the City a(Ra^cho Cueam mg for approval different color tri (of each automatic controller. Install in I. Electrical connections for any and all automatic controllers shall be r P Pipe CITY O F RANCHO C U C A M O N G A prior to the letiom of the cc relief chart. said regain or replacements made al our expense and we will pay the costs and charges valve shall be heavily-rapped with burl to prevent scarring or excessive drying- Where a corny therefore upon demand. accordancewilh valve m,nuhctu►er's specifications and wire chart. made to electrical point(@) of connection u Indicated on the Y ^PPS �P P B ry� t- .� Drawings. ditching machine Is run close to Deet having roots smaller than two (2) inches in .A - � COMMUNITY DEVELOPMENT DEPARTMENT In no cue shall wire sits be ler than#11. B S The Contractor shall dimension from two (2)permanent points of diameter,the wall of the tench adjacent to the tree shall be land trimmed,making clean ! ' .,r - reference, such u building cornea, sidewalk edges, road PROTECT 2. Connections shall be made at the approximate location t shown on cuts through. Roots one(1)inch and larger in diameter shall be ,anted with two costs TERRA VISTA 2. Wiring shall occupy the same trench and shall be installed along the aPP () P t PROJECT NAME intersections,etc.,the location of the following items same route u pressure supply or lateral linea wherever possible, the Drawvings. The Contractor h responsible for minor changes (2 Tree Seal, or equal. Trenches adjacent e tree should n h adjacent within twenty-four �` ' ' I LOCATION: caused by,dual site conditions. (21)hours;and where this h not possible.the.ids of the trench,djaeent to the lies,hall LA MISSION PARK---------------- ■. Connection to exiling water lines. be kept shaded with burlap or canvas _ -._._ J. Where more than one(I)wire is placed in•trench,the wiring shell - -- b. Connection to existing electrical power. be tapes together at intervals of fifteen(IS)fed. 3.03 INSTALLATION SHEET TITLE SIGNED: 3.06 FIELD QUALITY CONTROL C. Gate valves. 4. An expansion curl shall be provided within three (3) fed of each A. Trenching: IRRIGATION SPECIFICATIONS ____ _ wire connection. Expansion curl shalt be of sufficient length at each A. Adjustment of the System' -_. --- ADDRESSED: splice connection at each electric control valve, so that in case of L Dig trenches straight and support pipe continuously on bottom of d. Routing of sprinkles pressure lines(dimension mu. 100' 1. The Contactor shall Oush and adjust all sprinkler heads for along routing)- repair, the valve bonnet may be brought to the surface without trench. Icy pipe to an ren grade. Trenching excavation shall J P ,- along control wires. Control wires shall be laid loosely follow layout indicated on the Drawings and as noted- optimum performance and to prevent overspray onto walks, _ I...,$t ►-ti� 24�1J e Sprinkler control valves. PHONE: DATE OF ACCEPTANCE {n trench without stress or lydching wire conductors. roadways,and buildings u much as possible DATE p DATE ' a+ CITY ENGINEER C M NITY DE L NT DI ECTOR 2 Provide for a minimum of eighteen (IE) Inches cover for all 10 2. If it is determined that adjustments in the irrigation equipment will APPROVE "' r" /Eai 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing pressure supply lines of 21A - inch nominal diameter or smaller. I�7 11 f. Routing of control wiring and locations of all splice rovide ro rand more art uale cover, e, the Contactor shall e� Packs, Rainbird Snap-Tito wire connectors, or approved equal P P g DATE " pU1LDl G OF IAL SHEET I� OF _________ boxes. Make only one splice with each connector scaling pack. 3. Provide for ■ minimum of twenty four (24) inches cover for all make such adjustments prior to planting. Adjustments may also ._ -A16_____________ pressure supply lines of 3 - inch nominal diameter or larger include changes in nozzle sizes and degrees of arc as required. APPROVED 4 /57? � ^/(� DATE CITY PLANNER DRAWING NO _ _ PROJECT SHEET NO.30 OF 45 TREE LEGEND NOTE: REFER TO SHEET D-3 FOR NOTE: CONTRACTOR TO INCLUDE IN BID PLANTING NOTES PLANTING LEGEND PLANTING DETAILS AND SHEET S�� JUTE MESHING FOR ALL SHRUB AREAS SYMBOL QUANTITY SIZE O.C. BOTANICAL NAME COMMON NAME ON SLOPES. JUTE MESHING 13 AVAILABLE CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR _ FOR PLANTING SPECIFICATIONS. FROM: HYDRO-SCAPE PRODUCTS, INC. SOIL PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL ----_- -- — ----- - -- - ------- -- PLACEMENT OF TREES SHALL BE APPROVED 9546 COMMERCE CENTER DRIVE REQUIREMENTS. ESP. ESPALIERED BY THE CITY INSPECTOR. RANCHO CUCAMONGA, CA. 91730 GAL. GALLON CONTAINER BP 20 15 GAL 25' BRACHYCHITON POPULNEUS BOTTLE TREE (909)980-5353 LANDSCAPE AREAS SHALL RECEIVE r OF WOOD BARK MULCH UNDER ALL G.C. GROUND COVER TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS. HT. HEIGHT GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR L.S. LANDSCAPE ARCHITECT • KB 5 38' 35' KOELREUTERIA BIPINNATA CHINESE FLAME TREE SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE L.C. LANDSCAPE CONTRACTOR EXISTING DRIVEWAY APPROACH AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: MIN. MINIMUM t/*F ML PER DWG. NO. 13B M.T. MULTI-TRUNKED LIR 15 15 GAL 20' LAGERSTROEMIA INDICA"WATERMELON RED CRAPE MYRTLE -24' BLUE RIBBON NURSERIES O.C. ON CENTER KB 2'15 ORANGE, CA. RWD. REDWOOD LS 6 15 GAL 25' LK�UIDAMBAR STYRACIFLUA'PALO ALTO' SWEET UM 1�8" MG S.L.A. SELECTED BY L.A. G (714} 633-3666 SPEC. SPECIMEN -24" ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY SP. SPREAD MG 13 24'BOX 20' MAGNOLIA GRANDU=LORA'3AMUEL 30MNER' AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION SOUTHERN MAGNOLIA OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. PLANTING KEY ao ML 4 15 GAL. 30' MELAIEUCA LUW1RFOlU1 CAJEPUT TREE .'.... NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN SEE LEGEND { COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING OE 12 EXISTING 25' OLEA EUROPAEA OLIVE TREE AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND R5 SIZE OF PLANT THE WORK APPROVED BY THE CITY. GALLON OR BOX SIZE KB NO TREE SHALL BE PLANTED WITHIN 10 FEET OF THE QUANTITY PA 9 2,V 30' PLATANUS ACERIFOLIA LONDON PLANE TREE PUBLIC SEWER LATERAL. TREE AND SHRUB 1-36' SEE LEGEND PE 6 15 GAL 25' PINUS ELDARICA MONDALE PINE MIL CC ` SIZE OF PLANT 4-15 5 GALLON d UP 4 24' 35' ULMUS PARVIFOLUI SEMPERVIRENS EVERGREEN ELM QUANTITY VINE LEGEND 9-24• HYDROSEED NOTE SYMBOL QUANTITY SIZE O.C. BOTANICAL NAME COMMON NAME BP KB � i ALL TURFGRASS AREAS AS DESIGNED ON THE PLANS SHALL BE - ____ ---- -- ••••'•'•'-' 90 CC 6 5 GAL. 20' CLYTOSTOMA CALLISTEGIOIDE3 VIOLET TRUMPET VINE \!:1-5,/ LIR HYDROSEEDED A3 FOLLOWS: 24' 0* PT 6 5 GAL. 20' PARTHENOCISSUS TRICUSPIDATA BOSTON IVY PT 2. PREPARE SOIL IN ACCORDANCE WITH THE SOIL PREPARATION 4-5 NOTE. SMOOTH ALL SURFACES, FINISH GRADE TO 1' BELOW ADJACENT WALKS, DRIVEWAYS, ETC.. ROLL AREAS TO EXPOSE SOIL DEPRESSIONS SURFACE • IRREGULARITIES. FILL LOW SPOTS AND EVEN IRREGULARITIES. LIGHTLY RAKE AREAS PRIOR TO HYDROSEEDING. CITY SHALL APPROVE FINISH GRADE PRIOR GROUND COVER LEGEND STD•, TO PLANTING. SYMBOL QUANTITY APPLICATION 5-24' % 'STD. 3. CONTRACTOR SHALL NOTIFY CITY, COMMUNITY AND PARK DEVELOPMENT HYDROSEEDED TURF DIVISION A MINIMUM OF 48 HOURS IN ADVANCE OF HYDROSEED APPLICATION TURF MIX TO BE: STOVER'S " GRAND SLAM" - ON SITE TO SCHEDULE 7,099 SQ. FT. ° FOR SEED MUX AND APPL& @6&&GE REVIEW. 25/° SATURN PERENNIAL RYEGRASS AVAILABLE FROM STOVER SEED CO. �' 25%AQUARIUS PERENNIAL RYEGRASS 1415 EAST 6TH STREET /✓ 7 LBS./1000 S.F. ° 25/° RODEO II PERENNIAL RYEGRASS .... G SS L ANGELES,GELES A 21 C 900 -� 4. THROUGHLY MIX AND EVENLY APPLY THE FOLLOWING HYDROSEED MIX TO ALL ............ 25%MANHATTAN II PERENNIAL RYEGRASS P.O. BOX 21488 � � • DESIGNATED AREAS FOR TURFGRASS HYDROSEEbM.!/1000 S.F. MULCH PER CITY SPECIFICATIONS -SEE 3 LBS.h 000 S.F. « ` 1,866 SO. FT. PLANTING NOTES ON THIS SHEET • CELULOSE FIBER a _ ....:..:...:.:. w 16-20-0 AMMONIUM PHOSPHATE 25 LBS./1000 S.F. FLATTED FR AGARIA CHILOENSIS WILD STRAWBERRY) 4 3,564 . FT SQ 2 SPACED AT " N T 9 0 CENTER. 10 BS./1000 a IBDU 31-0-0 SLOW E L S.F. RELEASE J M -. -24 KB _ SEE SHEET � FOR GENERAL NOTES LIR _ 1�6" SOIL SULFUR j 2-24' ::`:; AG. GYPSUM ! SEED MIX PER LEGEND j d LIR 5. HYDROSEEDED AREA SHALL RECEIVE SEVERAL CONSECUTIVE WATERINGS o 4-24" k THE DAY OF THE HYDROSEEDING TO THROUGHLY SATURATE THE SOIL. AFTER v :- THE FIRST IRRIGATIONS, WATER SHALL BE APPLIED AS OFTEN AND IN SUFFICIENT rcc AMOUNTS AS CONDITIONS MAY REQUIRE TO KEEP THE SOIL MOIST PE 8-5 PT ABOVE, AROUND AND BELOW THE SEED/ROOT SYSTEMS AS MAY BE 8-15 NECESSARY FOR PROPER GERMINATION AND PLANT GROWTH. 6. THE LANDSCAPE SUBCONTRACTOR SHALL RESEED ALL NON-GERMINATION OF ERODED AREAS WITHIN (20) DAYS OF INITIAL HYDROSEEDING. TURFGRASS KB AREAS SHALL BE FREE OF BARE SPOTS AND FULLY GERMNATED PRIOR TO `.`. FINAL ACCEPTANCE. _ :': .....::::::: 7. WHEN HYDROSEEDED TURFGRASS REACHES A HEIGHT OF 21/2'BEGIN MOWING 8-15 AT A MINIMUM HEIGHT OF 2'. REFER TO MAINTENANCE NOTES FOR ADDITIONAL MOWING REQUIREMENTS. 8. REMOVE ALL ROCKS 3/4'DIAM. AND LARGER IN TOP 2 OF SURFACE SOIL IN AR TO BE SEEDED WfTH TURFGRASS. 0 X C N O 1283 - — -— ---— --- - -- - - - - --- . ..... ��::.:• .••::::��' '��:�::•... U `� -- - ----- + L3 t � ,�. / 0� OE � -DATE — -----=- - -�---- - -- --- s x EXT. A X� -- .•............. ..:.: ::.... 3-15 UP REVISIONS PER ADDED RETAINING WALL 5 11/7/00 t 3-24" --- - --- - BPWA LE 'wsWi Q REVISIONS PER CITY COMMENTS /3/3/00__ IN-HOUSE PLAN CHECK 2-15 EXT. DESCRIPTION OF REVISION DATE GTY APPROVAL THESE PLANS WERE PREPARED BY: FOR PRIVATE USE x y�c LAND CONCER4 LTD. INITIAL DATE A '' ti • , 1739 East Dw m Amw* DRJ3 SaM AnA CA 02705 CHECKED ; Y (714)2AP-AW F&4714) 742-240 -DATE:10-27-96 [DESIGN �r� LICENSE NUMBER 1283 FILE 'RECOMMENDED GFCA►-�� CITY OF RANCHO CUCAMONGA z COMMUNITY DEVELOPMENT DEPARTMENT_ CPRa►Ecr NAME TERRA VISTA B a LA MISSION PARK W SHEET TITLE TREENINE, TURF & GROUND COVER PLANTING PLAN CHURCH STREET -- RCE 24953 EY MAP UNITY DEV MF�D1 ECT ATE ! - CITY ENGINEER DATE +'' f - N.T.S. APPROVED , tLeDATLIL SHEET P� OF 43 APPROVCDs / Q DATE ;00' �'„?_ F ! CITYPLANNER DRAvotG NO. /S 7 / PROJECT SHEET NO. 31 OF43 m - NOTE: CONTRACTOR TO INCLUDE IN BID GENERAL NOTES M JUTE MESHING FOR ALL SHRUB AREAS J ON SLOPES. JUTE MESHING IS AVAILABLE -- 1. ALL PLANT MATERIAL, EXCLUDING FLATTED GROUND 9546 COMMERCE CENTER DRIVE I ✓ _ y - ^�- -,..__, NOR UNLESS ORMAN'S NURSERY AND INVOICED DIRECTLY BY 9546 HYDRO-SCAPE PRODUCTS, INC. � ��_,. -.., � �.�'`�- ---• -.��• � FROM: 9 � 4' V DEVELOPER RANCHO CUCAMONGA, CA. 91730 ` (909)980-5.353 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR AN SHRUB LEGEND ACCURATE COUNT OF ALL PLANT MATERIAL SHOWN S ON THESE PLANS. THE DEVELOPER AND)OR NORMAN'S SYMBOL QUANTITY SIZE O.C. BOTANICAL NAME COMMON NAME C NURSERY WALL NOT VERIFY THE CONTRACTOR'S EXISTING DRIVEWAY APPROACH PLANT COUNT. •NSC` PER DWG.NO. 130 / Q AP 25 1 GAL 2' AGAPANTHUS AFRICANUS 'PETER PAN' LILY OF THE NILE /AP / 144 5 GAL. 2' 3. WITHIN 48 HOURS OF AWARD OF CONTRACT,A LIST OF { O AG 66 5 GAL. 6' ABELIA GRANDIFLORA GLOSSY ABELIA ALL REQUIRED PLANT MATERIAL MUST BE SUBMITTED 30-5 DB 140 5 GAL. 4' DIETES BICOLOR FORTNIGHT LILY TJ ND O■ JC 15 5 GAL. 6' JUNIPERUS CONFERTA 'BLUE PACIFIC' SHORE JUNIPER TO THE DEVELOPER AND TO NORMAN'S NURSERY, JM 119 5 GAL. 6' JASMINUM MESNYI PRIMROSE JASMINE 8633 EAST DUARTE ROAD, SAN GABRIEL, CA. 91775 32-1 �� 6-15 O LT 38 15 GAL. 5' LIGUSTRUM TEXANUM HEAVENLY BAMBOO ATTENTION: MELANIEJONESO MP 229 5 GAL. 4' NANDINA DOMESTICA VARIEGATED MOCK ORANGE XC r RP O� ND 11 15 GAL. 3' PITTOSPORUM TOBIRA 'VARIEGATA' LADY BANKS' ROSE 4. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING PV 125 5 GAL. 4' RAPHIOLEPIS INDICA 'CLARA' INDIA HAWTHORN THE DELIVERY OF PLANT MATERIAL THE DEVELOPER 4-15 19"5 R` RC 203 5 GAL. 3' RAPHIOLEPIS INDICA 'PINKIE' INDIA HAWTHORN WILL NOT BE INVOLVED IN ORDERING PLANT MATERIAL. ❑ ❑ k. ® Q RP 147 5 GAL. 3' RAPHIOLEPIS INDICA 'SPRINGTIME' INDIA HAWTHORN RS 269 5 GAL. 4' TRACHELOSPERMUM JASMINOIDES STAR JASMINE THE CONTRACTOR MUST NOTIFY THE DEVELOPER OF �, 0 O TJ 148 1 GAL. 2' VIBURNUM SUSPENSUM SANDANKWA VIBURNUM ALL SCHEDULED DELIVERIES. O O XC 217 5 GAL. 4' XYLOSMA CONGESTUM 'COMPACTA' COMPACT SHINY XYLOSMA 5. THE CONTRACTOR AND CITY HAS THE RIGHT TO REJECT ANY XC ° C r ( 1,378 PLANT MATERIAL IF IT IS DISEASED, DAMAGED,OR OTHERWISE UNSUITABLE. IF THE PLANT MATERIAL DELIVERED IS 21_5 CUTTINGS TRIANGULAR SPACED 13,493 SD. FT. ROOTED 18" MYOPORUM PARVIFOLIUM 'PACIFICUM' N.C.N. '� ACCEPTABLE,THE CONTRACTOR MUST GUARANTEE ALL JM PLANTS UNTIL COMPLETION OF THE 80 DAY MAINTENANCE &5 RS AP I PERIOD. es-5 6. IT IS THE CONTRACTORS RESPONSIBIUTY TO MAINTAIN ALL 23.5 RP -----'�-- " .�.-.�_- -- - PLANTING LEGEND EXISTING GRADES AND FLOW LINES AS SHOWN ON THE �F ao DO 23-5 XC CIVIL ENGINEERS GRADING PLANS UNLESS THE LANDSCAPE °O ARCHITECTURAL PLANS SHOW ADJUSTED GRADES. WHERE SOD IS INSTALLED ON A SWALE,THE FINISH GRADE MUST BE °O Q ESP. ESPALERED ADJUSTED SO THE SOD DOES NOT RESTRICT THE FLOW. ( GAL. GALLON CONTAINER AP G.C. GROUND COVER 7. ALL PLANTING AREAS SHALL BE GRADED AT 2%AWAY FROM ao „ HT. HEIGHT ANY STRUCTURES. ao ao 10-5 L.S. LANDSCAPE ARCHITECT �E a, ❑ + + L.C. LANDSCAPE CONTRACTOR 8. IF ANY SPECIFIED PLANT MATERIAL IS UNAVAILABLE, /MP ,o LT ° + MIN. MINIMUM CONTACT THE DEVELOPER AND CITY. 10.15 ❑ M.T. MULTI-TRUNKED ao � XC 36-5 Ti ° -} O.C. ON CENTER 29-5 ',IF O° 3-5 \ ++ RWD. REDWOOD oo ao + + + S.L.A. SELECTED BY LA. SPEC. SPECIMEN NOTE: REFER TO SHEET D3 FOR 0%+ ND \ + + SP SPREAD PLANTING DETAILS AND SHEET _tel + 2'15 + FOR PLANTING SPECIFICATIONS. + PLACEMENT OF TREES SHALL BE APPROVED ° °° °° + AP+ \ ++ PLANTING KEY BY THE CITY INSPECTOR. ° ++ + + Ap + ++ ❑❑�� `� + + + 19-5 \ \L5/ .. + SEE LEGEND 0o ao 00 + ° O0 � ao co •+ ++ � "` 1 -4-- 5 R� SIZE OF PLANT ❑ °O °° + LT + GALLON OR BOX SIZE ++ + AP 26-5 \ + JC I QUANTITY ❑ ao ao + RP 33-5 \(,� 15-5 DB ❑ ao LT r S� + TREE AND SHRUB n + 6-5 • ' + 31-5 ❑ ao Ap 2.5.. ND • RC ao \Z 3-15 5-5 Ti \ + RC ❑ °° Ti 28-1 34"5 LM PLANTING NOTES 53-5 CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR 13-1 Ti (A -+- �Q SOIL PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL ❑ rO ? REQUIREMENTS. SCC ao 6-1 �-+ ,� `l o • + coo LANDSCAPE AREAS SHALL RECEIVE 4'OF WOOD BARK MULCH UNDER ALL ac ,,..,� ,-� ❑ ■ ■ ■ TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS. RP RP 4-5 • • ■ • GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR AP \ ; 14-5 ° ■ ■ • ■ ■ ,o °° Y Q SHALL SUBMIT A SAMPLE FOR THE CRYS APPROVAL PRIOR TO PURCHASE l LM LM ❑ /' 8-5 TJ ■ ■ • ■•■•■ • ■ • °° �'• AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: 25-5 RS ❑ � 16-1 • ■ ■ \ ao ❑ j TJ ■ • ■ ■ • ■ ■ \ •• BLUE R IRBON NURSERIES 76-5 I RP ■ �.� JM ° 12-5 TJ RP 5-1 • • ■ •■ ++ + \ Al (71014)Itk3E 28'5 • ■ + + • 5 ,` AG 11-1 � JM ■ ■ • + ■ ■ ++ \ '• 0 ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY L` DO O° oo AP °° 27-5 DD 67-5 ao + ■ ■ ■ ■ ■ ■ 1 + + + : ■ ■ ■ • AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION RP + ■ ■ ■ ■ • + OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A 16-1 O0 45 _ 27-5 ++ ■ ■ ■ ■ • ■ ■ ■++ 40 • REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. eo ■ RS L '� + + -�+ , ' ',s}E ■ • ■ ■ ■ • ■■ ■ + \ NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION + + + ■ ■ • . ■ WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN ao � ao ao + + �[. + ao ao . ao nu ao DO an ao , ;!L oo ao '' -5 + �- ■ • • r ♦ ■ v v • i ao � „ t� ■ • . ' • • • • • • rI RS COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING + „ °° °° °° °° °° vo „ O0 °° 0° Q Q + ,,� • //` ( LM 17.5 AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND °° O0 �^- """ °O ■ • THE WORK APPROVED BY THE CfTY. • v oo � ao�ao � Q � °° „ °° � + _}..+ ''� ■ ■ ■ __-`'�.. 25-5 RC • ' • ' ' � oo ao eo a° -� + + 26-5 M. 7 Sq C t ' 1 ❑ ❑ ❑ ° ° ❑ o• ' • � � • � ••'��:�:�'::�: -:::•❑ ❑ ° �- -+- + + ❑ ❑ ❑ ° °• • Q Q ++ NO. 283 _-- ---- --------- - i ----. -------- — ❑ ❑ ❑ ❑ ❑ ❑ ° ❑ ° • r • • ° ° + + ❑ ° •' • • • • ► • ► • Q Q + �' O .DAT — ---- - - - --t— LM 69-5 CF L� R ❑ ❑ ❑ ❑ ° ° ° ° Q Q Q Q • ■ /S AR xc Q Q Q Q ■ 5 �-6 xc _ . 41-5 117- PV Q Q Q D8 I ---- --- RS G REVISIONS PER ADDED RETAINING WALL 21-50 7 11/7/00 - -- --- -- 32-5 AG "" Q Q RC 13-5 r --- ---- --- ------- SCALE 116W Q REVISIONS PER CITY COMMENTS /.,3/3/00-__-- 49-5 RC `5 Q AP 32-5 tIN HOUSE PLAN CHECK THESE DESCRIPTION OF REVISION DATE CITY APPROVAL - FOR PRIVATE USE 18-1 - PLANS WERE PREPARED BY_ - -- -- --- f G, INITIAL DATE `'` LAND CONCEIM LTD. AG ► �.,�„` � '°; 1�D"m Awww DRAWN ----- 1 ,i - 9-5 _-Lis M■,C !7705 CHECKED PV 3 ' (714)204MFa>� 1t) T!Rl;Z+� —-� -- -� DATE: 10-27-95 DESIGN LICENSE NUMBER 1283 FILE RECOMMENDED pdA r CRY OF RANCHO CUCAMONGA z °FC Z A� COMMUNITY DEVELOPMENT DEPARTMENT C � PROJECT NAME TERRA VISTA B LA MISSION PARK W SHEETTITLE PLANTING PLAN CHURCH STREET ;• RCE 24953 KEY MAP P DATE D t�7 p�RECT • DATE .. r�r CITY ENGINEER T APPRovEp'�` SHEET P2 of 43 N.T.S. '" V DING o ,cu� DATE ,�• � �• � BUIL APPROVED c Q DATE tr CITY PLANNER DRAWING NO. LJ 7 / PROJECT SHEET NO. 32 OF43