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HomeMy WebLinkAboutMountain View Park + I J DEVELOPER/OWNER T � ALANDSCAPE ARCH TEC ER RA VISTA PARK # 6 LEWIS DEVELOPMENT CO. 1156 NORTH MOUNTAIN AVENUE AT P.O. BOX 670 UPLAND, CA. 91786-0670 TELEPHONE 1009 985-0971 TERRA VISTA PARKWAY EAST VICINITY MAP GENERAL NOTES —SHEET INDEX L-1 TITLE SHEET i PROJECT LOCATION G-1 PRECISE GRADING PLAN -- - -Y - :�y� - --� -- GENERAL NOTES: G-2 PRECISE GRADING PLAN .� , �., �•;, `�- „ !. ft � � „_ . I ; d h d��^c ' 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING A-1 ARCHITECTURAL PLANS i AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION CRITERIA: A-2 ARCHITECTURAL PLANS OF THE LANDSCAPE ARCHITECT AND THE CITY. F r O�iBETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB h r i ' -• - 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY AREAS -8"WIDE X 6" DEEP CONCRETE HEADERS A-3 ARCHITECTURAL DET �J -� U AILS ENGINEER PRIOR TO COMMENCING ANY WORK. BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTE- /� 6 FGA „ ' / f,,A NANCE - 8'WIDE X 6" DEEP CONCRETE HEADERS A-14 "1' STRUCTURAL NATES DETAILS 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY BETWEEN CITY MAINTAINED G.C. AND ANY PRIVATE MAINTE " - + "`'"`+ --- -----+- '�--� ( STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR NANCE-6"WIDE X 6"DEEP CONCRETE HEADERS L-2 CONSTRUCTION PLAN ,rF P � + � + + PUBLIC WORKS CONSTRUCTION. BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE- 6"WIDE X 6"DEEP CONCRETE HEADERS L-3 CONSTRUCTION DETAILS s s 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR • �" } - _ - WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL CONSTRUCTION DETAILS + ''' LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE LAW. MADE IN THE FIELD, AD ADJUSTED AS NECESSARY TO MEET FIELD L-5 CONSTRUCTION DETAILS CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR 5 CHECKK NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE EXISTING FOR PEITLOCATIONS AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. WO L-6 CONSTRUCTION DETAILS � •�� .TM i UC8 nge� ALERT AT 1-800-422-4133 TWO WORKING DAYS PRIOR TO 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE L-7 IRRIGATION PLAN NDS Cgp CONSTRUCTION. FOLLOWING CRITERIA: F F -8 IRRIGATION DETAILS J ~ K�U1A -------- - ----- 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. - REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. L-�7QQ IRRIGATION AND PLANTING DETAILSn ' AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY + ' + REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE L-10 PLANTING PLAN R - ----+-- -- +- Z L---- -- 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED CITY INSPECTOR. tr WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ! �@ I STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ACCEPTANCE BY THE ENGINEERING DIVISION. L-1 1 CONSTRUCTION & IRRIGATION SPECIFICATIONS ENGINEER. PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT elf. Qr ��`,�dQ� 4THPLANS ONLY. L-12 PLANTING SPECIFICATIONS _ � :m `I • 014TARIOL i ---__� a=` ' S. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2'WIDE E 1 ELECTRICAL PLAN ____ , ti + __ FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 15. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: - -' 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. E2 ELECTRICAL PLAN A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST. (818)969-7911 CITY PLAN CHECK N.T.S. 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD JAMES FREI Q CORRECTIONS SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE E-3 ELECTRICAL PLAN JMC 10-08-99 .�1 INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN B. GENERAL TELEPHONE (800)483-3000 ADEQUATE MAINTENANCE PERIOD(TYPICALLY 180 DAYS) SHALL CHANGES HAVE BEEN MADE TO COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER C. SOUTHERN CALIFORNIA GAS COMPANY (800)427-2200 THE FOLLOWING SHEETS : VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, L-1, L-2,L-4, L-5,L-6,L-7,L-8,L-9,L-10, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF D. CUCAMONGA COUNTY WATER DISTRICT (909)967-2591 A-1,A-2,A-3,A-4, MAINTENANCE RESPONSIBILITY MAP THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, 9641 SAN BERNARDINO ROAD WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS RANCHO CUCAMONGA, CA 91730 CONSULTANTS L WHICH SETTLE BELOW GRADE, FERTILIZING, AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. E. METROPOLITAN WATER DISTRICT (909)593-7474 MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING, AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION F. COMCAST (909)983-9895 SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, DUPONT ST. L A N D S C A P E CIVIL ENGINEER : ARCHITECT : REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE (PORTION OF RED HILL) ARCHITECTURE CITY. ONTARIO, CA 91762 MADOLE & ASSOC. JOHN MELCHER, AIA. 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED G. MARKS CABLEVISION (800)566-2757 SITE PLANNING 10601 CHURCH ST.,S-107 6779 TREELINE PLACE. PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. FOOTHILL BLVD. #120 RANCHO CUCAMONGA, CA . 91730 RANCHO CUCAMONGA , CA . 91701 RECOMMENDATION. RANCHO CUCAMONGA, CA 91730 10630 Town Center D r. (909) 948-1311 (909) 948-8777 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE H. SOUTHERN CALIFORNIA EDISON COMPANY (800)655-4555 Suite 1 2 8 CONTACT : RON MAESTAS CONTACT : JOHN MELCHER DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 7951 REDWOOD AVE. Rancho Cucamonga 760-438-0525. "TANA, CA 92336 CA 91730 SITE ELECTRICAL ENGINEER : _ (909) 484-2800 � r ` - Fax (909) 484-2802 S & K ENGINEERS 4 ^- n • 911 S. PRIMROSE AVE. SUITE C, Richard Krumwiede MONROVIA, CA . 91016 ' � CA Lic. #2834 AZ Lic. # 29115 (626) 930-1383 NV Lic. # 446 CONTACT : KEVIN L. KEYFAUVER • LANDSCAPE QUANTITIES C13CAAfo O � I TOTAL ACRES IN R.O.W.: 5 ACRES TOTAL SQ. FT. MAINTAINED AREAS : 5 ACRES •'" ;� DESCRIPTION OF REVISION DATE APPROVED • TOTAL TREES : 170 �' CITY OF RANCHO CUCAMONGA TOTAL 36 BOX TREES 2 COMMUNITY DEVELOPMENT DEPARTMENT • o ,, ' TOTAL PALM TREES 12 • e TOTAL 24" BOX TREES 44 Q ) TERRA VISTA PARK # 6 • TOTAL 15 GAL. TREES 112 AT • �'� TOTAL SHRUBS : 787 � '""' TERRA VISTA PARKWAY EAST TOTAL 5 GAL SHRUBS 640 COVER SHEET • - `' TOTAL 1 GAL SHRUBS 147 N.T.S. TOTAL VINES : ( 5GAL ) 109 DESIGN C I T Y ER ' D ATE : << iMc C RCE No . 24953 TOTAL TURF SQ. FT. 142,665 ARCHITERRA DESIGN GROUP COMMUNITY E D TOR LANDSCAPE ARCHITECTURE SHEET TOTAL SHRUB AREA SQ.FT. 12,664 10630 TOWN CENTER SITE IDR., STE. 128 DRAWN NG APPROVED ATE: !/ L-1 RANCHO CUCAMONGA, CA 91730 JIM BUILDING _O F F I 1 A L TOTAL SQ. OF MULCH 14,800 (909)4842800 FAX: (909)484-2802 APPROVE CW A T E : // OF 21 .141 TOTAL 15 gal STREET TREE- ST. MARY MAGNOLIA 02,24,99 CHECKED CITY PLANNE DRAWIN N0. AT TERRA VISTA PARKWAY 4 DATE RLA N0.2834 RwK A P P R 0 V E II t/ 1708 -� DATE . PROJECTS ET N0. OF V GRADING PLAN GENERAL NOTES 1 . ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY CONSTRUCTION NOTES 6 QUANTITY ESTIMATE OF RANCHO CUCAMONGA STANDARDS AND SPECIFICATIONS, AND CHAPTER 33 OF THE UNIFORM BUILDING CODE . (LATEST EDITION) © CONST. 4' ASPHALT CONCRETE PAVEMENT OVER 4' AGGREGATE BASE - - - - - - - - - - 10. 560 S.F. 2 . PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION AND BASE LINE ROAD DEBRIS, INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, ® CONST. 6 CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. DNG. 104 - - - - - - - - - 530 L.F. RUBBLE, TREES, AND ROOT SYSTEMS SHALL BE REMOVED FROM THE CONST. 6' CURB AND 1 .5' GUTTER PER CITY OF RANCHO CUCAMONGA - - - - - - - - - - 20 L.F. SITE TO THE SATISFACTION OF THE SOILS ENGINEER . ® STD_ DWG 104 3 . AFTER REMOVAL OF DEBRIS, ANY EXISTING FILL OR DISTURBED ® CONST. CONCRETE 'V' GUTTER PER DETAIL ON SHEET 2 - - - - - - - - - - - - - - - 185 L.F. NATURAL SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF THE SOILS ENGINEER . ® CONST. HANDICAP RAMP PER DETAIL ON SHEET 2 - - - - - - - - - - - - - - - - - - i EA. 4 . THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER ® AND ANY ADDITIONAL OVER-EXCAVATION SHALL THEN BE MADE IN ACCORD- INSTALL 'BROOKS PRODUCTS' 18'X18' CATCH BASIN CB-1818 N/CAST IRON GRATE- - - - 4 EA. ANCE WITH THE SOILS ENGINEER ' S RECOMMENDATIONS AND AS CONTAINED '12H.D.P.E. DRAIN PIPE - - - - - - - - - - - - - - - - - - - - - - - - 253 L.F. IN THE SOILS REPORT . INSTALL� . W 5 . THE EXPOSED SOILS SHALL THEN BE SCARIFIED TO A MINIMUM DEPTH OF ® INSTALL 8" y.RP.E. DRAIN PIPE _ _ _ _ _ _ _ _ _ _ _ - _ _ _ - _ __ _ __ _ _ __ 85 L.F. 6 INCHES, BROUGHT TO PROPER MOISTURE CONTENT, AND COMPACTED TO 09 INSTALL 4"A.3.5. 5 AR 35 PERFORATED DRAIN PIPE WITH GLASS 2 AGGRE! ATE_ _ ____ 266 L.F. � AT LEAST 90% OF THE MAXIMUM DENSITY AS DETERMINED BY APPENDIX W1PNILLIP6 FI8ER-5UPAC #4 MP W1I2" OVERLAP COL0 SECTION 3305 OF THE UNIFORM BUILDING CODE LATEST EDITION OR EQUIVALENT COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED BY THE SOILS ENGINEER . TE /7' /8' 25' I8' JO' --- RR,Q V1 s TQ 6 . IF ANY UNFORSEEN SUB-SURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION _"K w Y O•SO' OF THE SOILS ENGINEER BEFORE PROCEEDING FURTHER . j 2 7 . PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT 20% � �- TO CAUSE ANY MUD, SILT, OR DEBRIS TO BE DEPOSITED ONTO PUBLIC 3 OR ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION . ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REWOVED IMMEDIATELY . DUST' � ' -�`�' S SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGH- OUT THE GRADING AND BUILDING CONSTRUCTION OPERATIONS . 8 . PRIOR TO THE START OF ANY BUILDING CONSTRUCTION, THE CONTRACTORSHA ANDLSOILSNISH THE ENGINEERCITY THATWITH BUILDINGIPADATIONS SUBGRADESARE MECIVIL ENGINEER WITHIN 0 . 10 FOOT 5 f C Tl OIY1/ frA - A OF THE APPROVED PLANS AND THAT THE PROPER COMPACTION AND PREPARATION QUI C� Al. T. S. HAS BEEN OBTAINED . C J 1 ' W 9. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND > NOTIFYING GRADING INSPECTOR 24 HOURS PRIORII,TO THE START OF WORK . WROUGHT lwa..v o )%wUGAff/RGYV - LENGE a 10 . RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY f1.`KG� L, 5THE ENGINEERS OF WORK IN ACCORDANCE WITH APPENDIX SECTION 3317 .2EX/ST $GHOOL :. OF THE UNIFORM BUILDING CODE . (LATEST EDITION) 2' i i . THE SOILS ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND REPORT I'1 �'t -04R- EX1577. 50HOOL ZP16/Z k U THAT PROPER COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS AND Ac 8.S' cn AGENCIES CONCERNING UTILITY LINE BACKFILL INCLUDING, BUT NOT LIMITED TO SEWERS, WATER LINES, ELECTRICAL, GAS, AND LANDSCAPE TERRA VISTA IRRIGATION LINES . J5 = �) '� /� [, ` 2G� ELEM . SCHOOLLJ' � , 12. CERTIFICATES OF FINAL LOT GRADING ARE TO BE SUBMITTED TO THE C' _ / O I BUILDING AND SAFETY DIVISION PRIOR TO FINAL BUILDING INSPECTION . 0 13. AN AS-GRADED GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH SAID GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION PRIOR TO RELEASE OF GRADING BOND AND PRIOR TO FINAL S� GRADING INSPECTION . LK O)14 . ALL SLOPES EXCEEDING 5 ' IN VERTICAL HEIGHT AND EXCEEDING 5: 1 5 E C TlOA/ 5 E C T/ ON ` C - 00 T ::�/ � SLOPE ARE TO BE PLANTED WITH APPROVED PLANT MATERIAL AND PROVIDED WITH APPROVED WATERING SYSTEM . T. 5. N. T.. S. 15 . NO ADJUSTMENT OF ELEVATION SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE BUILDING OFFICIAL AND THE CIVIL ENGINEER OF RECORD . „ 16 . ALL P .C . C . WATER CARRYING DEVICES WITH MINIMUM SLOPES LESS THAN 0 .5% WILL BE WATER TESTED PRIOR TO FINAL FINISH . ANY RESIDUAL PONDING IN EVIDENCE AT TIME OF INSPECTION SHALL BE CAUSE FOR T_� REMOVAL AND REPLACEMENTS . 17 . ALL WALLS OVER 3 FEET IN FINISHED HEIGHT REQUIRE SEPARATE PERMITS. Q e AND INSPECTION . . L 18 . ALL WORK WITHIN PUBLIC RIGHTS-OF-WAY REQUIRES SEPARATE PERMITS AND 3.0' \� _HT INSPECTION, ISSUED BY THE ENGINEERING DIVISION . PARK MSN• I TR• Na l5 O 72 19 . GRADING CONTRACTOR SHALL, NOTIFY THE SOILS ENGINEER NOT LESS THAN 72 HOURS IN •AJDVANCE OF THE LOCATION OF ANY SOILS PROPOSED FOR IMPORT . EACO IMPORT SOURCE SHALL BE SAMPLED, TESTED, AND APPROVED PARK S I T E # 6 PRIOR TO DELIVERY OF SOILS FOR USE ON THE SITE . 2�% L� toy, 20 . WE HEREBY CERTIFY THAT WE HAVE REVIEWED THIS PLAN AND THAT IT MAx,/� ~ / SUBSTANTIALLY CONFORMS TO SOILS REPORT No . DATED AND LETTER OR REVIEW FOR (job address) DATED A SOILS REPORT NO . PREPARED BY: N. T. 5. EXPIRATION DATE: �RGN . GN THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL INSPECTIONS IN ACCORDANCE WITH APPENDIX 3317 .2 OF THE UNIFORM BUILDING CODE . MADOLE R .C .E . #14814FESSIp� VICINITY MAP QAO , E IRATION DATE: 3-3�-ot QFC �ZLTGyy ��F LEGEND C . F . CURB FACE I No. 14814 9 F .F . FINISH FLOOR Exp: 3-31-01 * F . G . FINISH GRADE OIVI� �ti� F . L . FLOW LINE F .S . FINISH SURFACE F OF CA1Nv G . B . GRADE BREAK INV . INVERT . DESCRIPTION f REVISION NOTICE: T •C . TOP OF CURB ,. oDATE APPROVE µ m _ .. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS, DAYLIGHT / CUT-FILL LINE 14 AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR CITYof RANCHO CUCAMONGA SLOPE TO THE COMMENCEMENT OF WORK . f ' . ft ENGINEER ' S NOTICE TO CONTRACTOR 97 .61 INDICATES PROPOSED ELEVATION - VILLAGE OINDEPENDENCE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES REFER TO PRECISE GRADING PLAN SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS . (97 .61) INDICATES EXISTING ELEVATION TERRA VISTA TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS . THE CONTRACTOR IS REQUIRED TO TAKE ALL PARK SITE # 6 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER BENCH MARKS DEVELOPER CIVIL ENGINEER SOILS ENGINEER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR BENCHMARK NO. 96-B AT THE KAUFMAN 6 BROAD MADOLE AND ASSOCIATES, INC . RMA GROUP GRADING PLAN THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES AND STRUCTURES . NWC OF HAVEN AVENUE AND 801 CORPORATE CENTER DR. OF THE INLAND EMPIRE GEOTECHNICAL CONSULTANTS 19th ST., 44 FT. W. C/L HAVEN SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR AND 83 FT. N. C/L 19th ST., SET SUITE 201 10601 CHURCH STREET, SUITE 107 10651 EDISON COURT APPROVED Y: A AND Service Alert DRIVE PIN W/C.S. TAG IN TOP POMONA, CA. 91768-2641 RANCHO CUCAMONGA, CA 91730 RANCHO CUCAMONGA, CA 91730 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE AT THE E. END OF A HEADWALL r. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CAFOR 3-24" CMP - ELEV. 1430.686 CONTACT: CONTACT: CONTACT: ITY ENGINEER (. RCE NO 24953 LL CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY TEMPORARY BENCH MARK TOLL FREE MR . GLEN CROSBY MR . GARY HEELY MR . ED LYON DESIGN MADOLE & As cIATES. INC. RECOMMENDED I" IRON PIPE AT THE CENTERLINE PHONE (909) 802-1100 PHONE (909) 948-1311 PHONE (909) 989-1751 OF THE INLAND EMPIRE AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE 1 -800 INTERSECTION OF FOOTHILL BLVD. CONSULTING CIVIL ENGINEERS CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND AND ROCHESTER AVENUE, NORTH LAND PLANNERS - LAND SURVEYORS SHEET 422-4133 SECTION 6, T. i S., R. 6 W., REFERENCE REPORT: BRAWN 10601 CHURCH STREET SUITE 107 THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR #� 0-285 RANCHO CUCAMONGA. CA 01730 ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS S.B.B.& M. (009)948-1311 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE TWO WORKING DAYS BEFORE YOU DIG ELEVATION - 1207.36 DATED: JANUARY 28, 1977 OF NEGLIGENCE OF THE OWNER OR THE ENGINEER . �.,H K RCE No 14814 DRAW NG N0 . D E to-zz- FILE No 17046 -L park 7 -L park site grading title sheet - 2[0, 271PF: 1266 164 27-Feb-99 01: 54 PM / 126-1266-1 DWG. DATE 1 v VERIFY EXACT LOCATION OF SEWER AND WATER CONNECTIONS. N fJ - ' TE-R, VISTA—. L E N ARY SCHOOL 1 6 f -ro- 1 1281 1616 10 0 +C 9� 1 T � ( Z tG 19 y _ �q _ b •4• o O ° • o®° 4 '� / �q'� \�\ A • s ' o / I ¢ � a 1b 2 15 0 rrl J 0 u 1 3 ► d � o -' , c 0 1 �2 • 1100 (Ti N CONSTRUCTION NOTES: f -' ��• �2 qa 6 0 ¢ ° i8F %� O `� -'��: / rIJ �' ® CONST. 4" ASPHALT CONCRETE PAVEMENT OVER 4" AGGREGATE BASE. \\W°IN \- r 1h'5.�,�` ^ -- 9 � - CONST. 6" CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. DWG. 104. � CONST. 6" CURB AND 1.5'GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. 104. ' F5 i `� • - / 0 CONST. CONCRETE -V" GUTTER PER DETAIL THIS SHEET. tEP ® CONST. HANDICAP RAMP PER DETAIL THIS SHEET. ' •►• l o s o - - s- ' -� INSTALL -BROOKS PRODUCTS" 18" X 18" CATCH BASIN CB-1818 W/CAST IRON GRATE. AW t � INSTALL 12" HDPE DRAIN PIPE. I' �•s '� v� °_ ® IN5TALL 8" HOPE DRAIN PIPE U1 1N5TALL- 4"A.B.S. SOR 35 PERFORATED DRAIN P1 PE WI TH � o �6 6 9 7 za CLA55 2 AGGREGATE w/PHILLIP6 FIBER-SUPAC*4 MP q t' 9 p D �g,G L.P O �� �p.8 1� ' � - ' e 6 k woe., YVl 12" OVERLAP QLD a�• o�o / irO � a ,� tie �`' ��• O s / R� \ ^ Q� 16 �a / 1�c0 0 �10� ti P / rye So \U' � • �•3�BHL/P 3/BrrVp,` A.C. 194V/NG �,. �}0 ,0.061 J _ // � � � - e r •" . . �•,, . .. �, • 11 — __ r 1 / 2, • . . .. • . •. rN '�IC. "V" GUTTER DETAIL DESCRIPTION OF REVISION DATE APPROVED h•� Q� T 2' / C7 a � � o _ --- .':.;� CITY OF RANCHO CUCAMONGA ti ��� OZ.S �- 66 c+ ,��A ,. . ' r TERRA VISTA PARK # 6 40 AT TERRA VISTA PARKWAY EAST NN � � PRECISE GRADING PLAN Undergroun' d Service Alert e ,� o r,4 ,,�j � .ifs � . b � 9 • --•' r • 6 8 3/ PARK/NG Lal FS � ^ Call: TALL FREE �s `� � ff — • � co DESIGNECOMMENDED N DOLE AND ASSOCIATES, INC'INC. /O\ / OF THE INLAND EMPIRE 1-800 10601 CHURCH STREET STE. 107 2 % MiN s�oPE DRAWN RANCHO CUCAMONGA, CA 91730 S E N 422-4133 TO Q'QL1/N PHONE (909) 948-1311 I�A�IDICAP QAMP DETAIL OF TWO WORKING DAYS BEFORE YOU AIG CHECKED ' • RCE No 14914 DRAWING_ NO. D E lo-Z2•-gq FILE No L ZA 8 r W#U DiA74- k S LOCATE PHOTO SEN50R ON 2x6 SHIPLAP SHEATHING A-5 EAST 51DE OF BLDG AT ROOF. KEY NOTES (ELECTRICAL) W/ 2 Ibd • EA RAFTER EXPANDED METAL PROVIDE CONDUIT 4 FLA5HIN6. (RESAWN DF) IN 2xb FRAME i; METER. COORDINATE LOCATION 4 REQUIREMENTS W/ ELECTRIC UTILITY 5 rI� r. 12 15 ALL WOOD TRIM SHALL BE OI _ PAINTED RE5AWN D.F. O PANEL Q M 2 UNLE55 NOTED OTHERWISE 6x12 *1 EXP BEAM $ IRRIG CONTROLLER fic - - - - - - - -� r - - - - - - - ® TIMER (REST ROOM BLDG LISHT5) IK LIGHT FIXTURE O TIMER (EXTERIOR LI&HT5) 14 I 8 8 8 I © 4'-0" FLUOR STRIP LI&HT WITH LENS COVER, LITHONIA 5-140-R5-12OE5 OR A-3 — A-2 A-2 A-2 I A-2 EQUAL. PROVIDE CATALO6 GUT FOR APPROVAL PRIOR TO PURCHA-SE AND 10 INSTALLATION DEAD BOLT 5CHLAbE LINE OF WALL A-5 INDOOR CL& MTD LI6HT FIXTURE, KENALL RID. VANDAL RE5. *5010-g500 OR BELOW. TYP. p ' - 4x5 O EQUAL, W/ 50A HP5 CLEAR LAMP. MOUNT ON SOFFIT OF RIDGE BEAM. „ NIAx 0 6500 SERIES 626 L or L FINISH - TYP O EXTERIOR WALL MTD LIGHT FIXTURE, KENALL H.I.D. VANDAL RES. 05210-4500 - - - - - - - - 7 I �xb—IF-DR I r47—- - - - - - - - DOOR PULL SEE I 1 OR EQUAL, W/ 50A HP5 CLEAR LAMP. 6 I I 1 1 6 LAP BONDOA-2 A-3 I I I I A-5 BM 5TL ® BLOWER EQUIPMENT 16 INTERSEGTIN6 I'-0" - - - - - - - - - - - - - - - - - - - - OO WALL MOUNTED HAND DRYER, FAST-AIRE H005 OR EQUAL. BEAMSr I I I I I A-3 WALLS (TYP) i bx14 *1 EXP BEAM I 1-1 1_1RIGHT ELEVATION REAR ELEVATION I5 I6 15 I 1 10 I5 15 1/41' s I -0 1/a = 11-011 FIXTURE SCHEDULE A-3 A-3 A-3 1 I 10 A-5 i i A-3 A-5 A 3 DEBGRIPTION MANUF. NO. RLMARK5 1 A-3 1 EXPANDED METAL PENAL-WARE #1679-1 I WATeR CLOSC`T WALL MOUNTED x5 RAF�� I IN Zxb FRAME LIFETILE CONCRETE ROOF W 1795-358 WALL SLEEVE MAX TILE 0106 PENAL—WARE #1702 WALL MTD, ELONGATED RIM O" 0G I I 1 12 12 2 URINAL 1 1 1 1 6 1 1 1 1 5 - 5 O 44" AFF MAX. C�'=T kAO:3- I (� H �`_ � TILE TO BE FROM SAME LOT NO. w/ X1795-41 WALL SLEEVE ® 17" AFF MAX. CONTROLS 2' 5TL LA PING I A-3 I I (� ( I _; 4 CERTIFIED BY MANUF. COLOR 2x4 TRIM OVER 3 LAVATORY DURA-WARE X1955 W/ OPT WALL MOUNTED 1 I • �L RS I L _Q - J I A-3 I I - VARIATIONS WILL NOT BE ACGEPTABL.E 2x10 FASCIA (TYP) VALVE 1736 ec T.E. TRAP ENCL DER LAV HAND DRYIER FA5T-AIRF *HDOS WALL MOUNTED 5 ORAD BAR BOBRIGK •6206-36 ' LIGHT FIXTURE MOUNTED O 33" A-:2 8 A-2 2 1 1 8 b ORAD DAR 80BRIGK •6206-48 ABOVE FIN FLR A A_2 �cc6 c cc I I bxbxl6 SLUMPSTONE MOUNTED S 33" 4iU Q 6R A-3 1 TOILET}'APR VW. A5LIN INDUSTRIES ABOVE FIN FLR (�� 3 ROLL DISPENSER I I vY' Au PH 503 269-1903 6x12 *I EXP BEAM I — — — — — — — — — — — — I HAWS MODEL #1 1 19 WALL MOUNTED SIGN PER C17Y W 6700 MOUNTING PLATE 55 FINISH STANDARDS WOODFb DRINKING POI�lTAIN M 2 Q T (TYP FOR 2) q HOW IN55 L.00DRK RY W/DEBACKFLOW ASCREQ'DATE NBY CITY GAMCO SOLID PHENOLIC W/ HEAVY INSTALL PER MANUF 4 Y44 IO PARTITION DOOR DUTY HARDWARE INCL CONTINUOUS RECOM'D FOR C.M.U. HINGE. COLORFRAMING PLAN 1'—b" 1'-0" "' m A-2 AVAILABLE FROMEBONY MASTER BLDSTAR Gss2-so. TILE ROOF NOTES tr SPECIALTIES (909) 923-6240 1/411 1 FULL FIELD NAILING - - - - - - - - - - - - - - - - - - - - - ==4 - - - - GENERAL NOTES 2 MASTIC AT RIDbE, RAKE, AND GUT TILES 3 RAKE TILES HAVE 2 NAILS LEFT ELEVATION FRONT ELEVATION I. CONTRACTOR SHALL COORDINATEE RSTROOM FIXTURES WITH MANUFACTURER 4 SUPPLIER TO INSURE ALL HARDWARE DELIVERED W/ 1/41' s I'-O" I/4" I'-0" FIXTURE5 15 CORRECT AND COMPLETE FOR PROPER INSTALLATION OF 4 ALL TILE ROOFS SHALL BE INSTALLED PER THE FIXTURES MANUFACTURER'S HIGH WIND SPECIFICATIONS R STALLATION 5 ALL TILE ROOFS SHALL BE INSTALLED OVER SOLID 1 a94 U$G ANALYST 5 Z. LITERATURE �CONTRACTOR AT SPROVIDE R IN HE TE 5 (5 SET5).F MUST BEAPPROVED BY CITY SHEATHING OCCUPANCY &ROUP B PRIOR TO INSTALLATION CON5TRUGTION TYPE V-N � D. PAINT BLOCK WITH OLD QUAKER ENAMEL NO. 600, COLOR NO. 102 b HIP, RIDGE, AND RAKE TILES SHALL BE SET IN MORTARFLOOR AREA (5F) 625 OR APPROVED ROOFER'S MASTIC 25-4„ OCCUPANT LOAD O”` 25'-4" PAINT TRIM WITH OLD QUAKER AGRYSTAIN NO. 6000, COLOR NO. 148 OR 1 ALL FIELD TILES SHALL BE NAILED 3'-4" 4'-0" 625 SF/50 5F PER II'-4" 5'-4" 5'-4" 5'-4" 4'-0" FOUNDATION NOTES MO MO OCCUPANT (LOCKER ROOMS) 15 MO MO I. CONCRETE FLOOR FIN15H SHALL BE LIGHT BROOM FINISH 8 SAVE TILES SHALL BE ANCHORED WITH HURRICANE CLIPS UNLE55 NOTED OTHERWISE PER SEG 1002. i . 1 , EXCEPTION q RAKE TILES SHALL BE ANCHORED WITH A MINIMUM OF 2 a " • •• is NAILS O O O 2. 2000 P.S.I. AT 26 DAYS A-2 Q Q A-2 5. 4" CONCRETE FLOOR SLAB W/ 6"x6"-*IOx*10 WELDED MESH . 10 TILE ROOFS SHALL BE INSTALLED OVER Iq/52" THICK I 8 0 8 = 0 2 *5 REBARS OVER I" SAND MINIMUM ROOF, OR 15/52" SHEATHING WITH I"x2" Q= Q = 2'-5" WIDE x 1'-0" DEEP FTG • 4 PLACES BATTENS "r Qi r' �i W/ 1 *4 TOP AND BOT 4. GONG BLOCK REINF *4 VERTICAL REBAR 2'-8" OG 4 GL OF Qz Q z 8" CMU AND 2'-8" OG HORIZ UNO. (SOLID GROUT ALL CELLS PLUMBING NOTE %101I PLUMBING SUBMITTAL DEFERRED. 5U5MIT PLUMBING DRAWINGS _ _ _ 1 r o 0 I TO CITY OF RANCHO GUGAMONGA FOR PLAN REVIEW AND APPROVAL, .c} I I AND OBTAIN PLUMBING PERMIT, PRIOR TO BEGINNING PLUMBING WORK. ;•- p� I I I I I 2 3 4 5 00 A-5 - -, - - - - - - - -� I — LEGEND 4 � - - - - - - - - -, I I - - - - - - - - - 4 3'-0" PARTITION : m V-0" PARTITION Q 11 DOOR, 2'-B" MIN 5 z 5 DOOR. 2'-b" MIN = = I I F.D. I'-0" WIDE x I I I I 5 F.D I = �• . 8x6x16 CONCRETE BLOCK ql CLEARANCE Q Q I I I -0" DEEP I I A_3 I I • , • INTERIOR FACE SHALL BE PRECISION EXCEPT AS NOTED FT6 W/ I *4 I I I AND EXTERIOR FACE SHALL BE SLUMP BLK. o o� l0 i i4 I TOP AND BOT ( I I = NOTE: PAINT BLOCK WALL - - -L (TYP) L - _ _ _ 6x6x16 CONCRETE BLOCK n 10 8x8 FLUSH - - cr ALL FACES PRECISION BILK. -1 O b 1 = p PILASTER W/ I - - - - - - I r - Q i I @2) = 2 *5 VERT I 4'-0" 5'-4" 1 I I 5'-4" 4'-0" NOTE: PAINT BLOCK WALL m i C<D n I l EA FAGS 1 I - - - J - 1 \ _ = 1 n q 4 - - I /v_O�� 4-4 ( 2'-YA 6" Q \ Q 1'-5" WIDE x I A �: r _ _ _ _ _ _ _ � DESCRIPTION OF REVISION -0 DEEP – – – – – – — I I DATE IDATE 4'-8" b'-0" 8 b'-0" 4'-8" FT6 W/ 1 *4 I HEAVY DROOM = TOP AND BOT I I F.D. FINISH F o I CITY of RANCHO CUCAMONGA I SLUMP B 1 SLUMP B K L - - - - _ - - - - - - _ - - - _ - - - - - - J . I TERRA VISTA PARK #6 II 5 - - — - - - - - - - - - - - — - - — - - - AT A-2 A-2 A-2 A-2 � 4 " TERRA VISTA PARKWAY EAST m 2 *4 VERT AT C��RNERS 2-'S WIDE x I -O DEEP FTC S 9'-0 I/2'x IV GATE 4 ENDS OF WALL. TYP A-5 A-5 W/ 1 *4 TOP AND BOT Ci A-2 MIN 3'-0" CLR OP6 AT ALL LOCATIONS A-2 PLANS, E L EVAT I 0 N S LOCK OPEN DURING U- HOURS OF OPERATION • 2'-8" 4'-0" 2'-6" 4'-0" 6'-0" 4'-0" b'-0" 4'-0" APPROVED BY: _ DATE 6 q-a -0" q'-4 6'-0" " -o 6' " = C ENGINEER l,�u� RCE No -O . " 6" DESIGNRECOMMENDED 251-4" 25'_4 • �� JOHN MELCHE , AIA • ARCHITECT a !� CALIFORNIA ARCHITECT UCENSE NO. C-3913 E DRAWN P.O. BOX 1085 SHEET A 1 L I WM RANCHO CUCA�IONGA, CA 91701 FLOOR PLAN FOUNDATION PLAN P��P 909.948.8777 FAX 909.94&W77 1/4" • 1'-0 1/4" • 1'-0" IF " CHECKED DRAWING No. JM 08 OCT 99 17016 -L DATE FILE No. 0 KEY NOTES LAP AND SPIKE RAFTERS 1:2 A/ 4 Ibd TOENAILS A-5 12 I 2x8 SHIPLAP SHEATHING 5�— WI PANEL ABOVE &ATE I SEE EFRAMI XP EA PLAN 45EE Fxb XXP RAFTERS PLAN 11 FOR SCREEN SEE DW6 A-I H' 2 Ibd • EA RAFTER 6 6x14 TO RAFTER (MATCH GATE) I A-3 I RIGHT SIDE ELEVATION (RESAAN DF) A"5 EXP BM 6x12 EXP BEAM 3 511 SEE FIXTURE SCHEDULE DWG A-I FOR 4 *4 • TOP 4 16d PER BLK x TOP OF BLOCK A/ 21-011 IDENTIFICATION BOND BM • 2 #4 TOP A/ ( ) END AALL5 all BOND BEAM (TYP) 6x12 EXP BM ONLY #4 HORIZ • 2'-8" OG 2 !i,' 18 GA 1"x2" TUBING 04 HORIZ (TYP) 4 A"2 PICKETS • 5" OG = 10 10 a 2'-8" OG O 4" GONG FLOOR SLAB O O 3 FOR CMU SEE O O W/ 6"xb"-sl0 sl0 Am i LEGEND, V1,046 A-I14� —i- M4 VERT • OVER I" SAND (TYP) I 0 ( ) 2'-8" OG TYP 04 VERT • 2'-8" OG (TYP) �I 1 ALL(SOLID GROUT A-2 ALL CELLS) (SOLID GROUT ALL CELLS) Ny _ SEE FDN PLAN :t SEE FDN PLAN OMIT 1/2 BLOCK DWG A-I (TYP) DW6 A-I (TYP) FOR DRAINAGE (TYP) SEE '1/A-2 FOR Ib GA 1 1/2"X51/2" Q 4 MOUNTING DIMENSIONS PERIMETER TUBIN6 A/ 5 HORIZ MEMBERS 5EGT I ON3 5EGT I ON A 1/4" = I'-0" 1/4" ■ 1'-0" / N 9"Xb"xl/4" &ALV 5TL PLT. BEND A5 SHOWN T5 11/2" X 3 I/2" 4 3/8" MBs YV/ KEY DEAD BOLT IN KEY WA5HER EA SIDE BOX SGHLAGE 8660 SERIES DOOR I„ I„ 626 FINISH BEAM (SEE FRAMINb PLAN) _ *SIMPSON" EG464 OR CMU WALL 1/8" 5TL 1 CC64 GAP (P8 BASE, SIM) 5/411 I" PLATE 1 LATCH `r ® iv TSI" x2" PROVIDE 5/8"0 MACHINE tr cr ASS BOLTS INTO BLOCK USED 1/2"0 MASONRY AS KEY ANCHOR t LAG 5/8" BOLT IN RED HEAD Q 5CREW (TYP FOR 2) 5/6"0 HOLE 411 2 *4 BARS IN BOND BEAM �, NOTE: (3 b (HORIZ) 4"x4" 411 x1/4" STL ALL LOCKS WILL BE KEYED 10 4"xb"x1/4" &ALV 5TL -A PLATE / TO CITY SPECIFICATIONS. BACK PLATE _ LL CONTACT DALE GATRON L Q z (q0q) qbq-2815 INSTALL STAINLESS STEEL LATCH GUARDS ON ALL 54-6" MO EXTERIOR DOORS DETA I L I I DETA I L 8 DETA I L 5 DETAIL 2 5" = 1'-0" 1 1/2" I'-0" 5" : 1'-0" 1 1/2" = 1'-0" t%SEO V A � 5/8" THICK ALUM 516N ' SET IN MORTAR. INSTALL �F FLUSH. SEE ELEV FOR Q TOILET LOCATIONS a Q m PAPER n FLAT HEAD MACH SGREA5 Q 4 GONG. ANCHORS W/ ° O ROSETT�SRN�AL PINS WATER CLOSET o M o n cMU wALL I 1/2"x5l/2" Bn FRAME (DBL • SIDES) Y w 1/2" STEEL q 8z 5/4"4P BOLT RE5T'ROOM 516N5 ARE -a (TYP FOR 3) AVAILABLE Fl" THE CITY m INVERT MID-PIN DESCRIPTION O F REVISION DATE DATE ■ ELONGATED RIM CITY of RANCHO CUCAMONGA r 0 TERRA VISTA PARK #6 AT URINAL CITY QUIREMENT5: IDENTIFICATION SYMBOLS. MOUNTING LOCATION tMAH = TERRA VISTA PARKWAY EAST o 1'I" MIN DOORAAY5 LEADING TO MEN'S SANITARY FACILITIES SHALL BE CD IDENTIFIED BY AN EQUILATERAL TRIANGLE 1/4" THICK WITH ED&E5 FIN FLR SECTIONS, DETAILS LEVER TYPE GL.EARANGE 12" LON6 AND A VERTEX POINTING UPWARD. AOMEN'S SANITARY � �` FACILITIES SHALL BE IDENTIFIED BY A CIRCLE, 1/4" THICK AND 0 12" IN DIAMETER, WITH A 1/4" THICK TRIANGLE SUPERIMPOSED ON APPROVED BY: DATE 14ce x INSULATE THE CIRCLE AND WITHIN THE 12" DIAMETER. THESE GEOMETRIC 11 3 I/2" 5'-0 I/2" GATE CITY ENGINEER RCE Nooc,v� -3 1: HOT HOT y4E SYMBOLS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 5-O � DRAIN PIPES AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT DESIGN RECOMMENDED FROM THE COLOR AND CONTRAST OF THE DOOR. AS PER U.B.G. a b" MAX 8" MIN 1105.2.4. AL50 PROVIDE 51&NA&E WITH RAISED LETTERS AND 3'-6" MO JM JOHN CAUFORNIALARCH(TECT LICENSE NORCC-39 3T ACCOMPANIED BY BY BRAILLE IN CONFORMANCE WITH SECTION LAVATORY 1103.2.4. DRAWN P.O. eox to65 SHEET A=2 WM RANCHO CUCAMONGk CA 91701 909.948.8777 FAX 909.948.8677 Acn GG551�L� I XTUi MTG D I M�NB 1015 DATA I L. 4 DATA I L. I CHECKED JM oe OCT 99 DRAWING-��� 1/4 • I -0 1 1/2 I -0 3 I -0 DATE FILE NO. 0 c 1 2x BLK W/ FHA24 STRAP 4x0 RAFTER s 16d EA • EA RAFTER KEY NOTES BLK TO BM 2x CONT BILK TYP I bd • b" OG 2x10 FASCIA 40 DIA LAP TYPICAL 6" MASONRY 40 ROOF RAFTER RF 5HT'b 2x4 GOVT BLK 2'-0" MIN 0r4 AL2'-5" VERT R� 04 • 2'-b" OG HORIZ b4 DOWELS 2x4 TRIM • 2'-8" OG VERT 05 CONT IJA 04 • 2'-0" OG 117 7-7 A . I "� 21-L 11 J y O •4 VERT • EA CORNER SLAB PER PLAN y I Q 2 *4 HORIZ • BOND 13EAM 2x8 CONT I Ix4 TRIM _ • WAL.IL PL I V Q I 2x6 TRIM m EXPANDEDF METAL PANEL. * Ir 4 CONT MOP SEE PLAN flI/2DETAIL 16 , DETAIL 12 DATA I L 8 1 10 I„ = 11-0„ DETAIL 4 5/4" = 1'-0" I I TYPICAL 8" MASONRY TYP RE i NF 40 DIA LAP WALL REINFORCED A/ `I bx RIDGE BM I VERT 2'-O" MIN 04 • 2'-8" OG VERT I b4 • 2'-8" OC HORIZ • 8 OG VERT PL 7 1/2" x 1/4" x I'-s" 04 DOAELS EA SIDE W/ 4 3/4"0 jn MBe • 1'-0" Or, TO BEAM 1/6" x I" FLAT PLATE. EXPANDED METAL. PANEL WN WELD FLAT PLATE ! I FRqt-e T1'P WIRE MESH TO 411 I i� 5/Ib L 1 1/2" x 1 1/2" • 6" OG. •i 2" MAX DRYPACK MITER STEEL SHAPES i I WELD CORNERS I L 1 1/2" x 1 1/2" FRAME. MITER CORNERS E HELD. 2x6 TRIM I CONNECT TO 2x PLATE YV TYP BOND REINF *4 x 4'-8" • 2'-0" I 1/4"0 LA6 BOLTS • 1'-6" #4 • EA CORNER 2 •4 x 4'-0" LONG REBAR DRYPAGK I OC Q PL 1 I/2" x I/4" x 1'-5° GENERAL NOTES W/ 3/4"4) x Ib" LONG AB TO WALL DOUBLE NUT s 5/8"4) x 1'-0" AB. V Q COUNTER5INK TO PLATE m *4 CONT TOP 4 BOTTOM SEE PLAN DETAILI� N TAI 1/211 , 11—oil D 1„ = I L I I DETAIL ,11 = 11-011 5/4" = 1'-0" ROOF SHEATHING 4x8 RAFTER T 51MP50N A55 • 2'-8" OG TO L 4x4xO'-4" W/ 1 5/5"0 MS • SIMPSON H5 TO PLATE EN EN RAFTER 4'-0" OG EN 2x BLK'G W/ 166 • 1'-0" Or, TO PLATE I 5x PL W/ 5/6" AB • 4'-0" OG • DRYPAGK *4 DOVCL • 4-0 OG LEGEND 4x8 RAFTER 04 CONT 5x8 NAILER W/ 5/6C x P-O" AB Ix4 TRIM 5x8 NAILER W/ 5/84P x 1'-0" AB IF • 4'-0" OG • 4'-0" OG = I=1 I =1 8" CMU • Q — R REST RM U71 L I TY AREA 44 CONT TOP , t BOTTOM SEE PLAN C,4 ►rOP DETAIL I DETAIL L I O DETAIL L 6 I I -O DETAIL 2 5/4" cr DESCRIPTION OF REVISION DATE DATE cnC'\.i 7 C'Q CITY of RANCHO CUCAMONGA 6i cc TERRA VISTA PARK #6 AT CD TERRA VISTA PARKWAY EAST u 3 DETAILS APPROVED BY: DATE 1 � CITY ENGINEER RCE No.o,�IIe,.:P, DESIGN AIA • ARCHITECT RECOMMENDED E iM JOHN MELCHER, CALJFORNIA ARCHITECT LICENSE NO. C-3913 DRAWN P.O. BOX 1085 RANCHO � SHEA 91701 ET A WM 909.948.8777FAX 9M.94&W77 mw CHECKED JM DRAWING N o. 0 DATE 08 OCT 99 FILE No. 7® i I/2 L 2-0 U.O. AD NOT SPLICE C40W MEW. IN TENS AREA 1/4 L 6ENERAL. NOTES • • A • 6EL- CONCRETE ( SEE FOUNDATION PLAN) 1 . MATERIAL AND WORKMANSHIP: CONFORM TO $4. 16*OZ. CALIFORNIA BUIL.DIN& CODE, 1995 EDITION. CONCRETE BLOCK MASONRY uxo. 6ROUT SOLID 2. NOTES AND DETAILS ON PRANIN66 TAKE PRECEDENCE 1 . CONCRETE BLOCK: ASTM G-AO, &RADE N UNITS. ALLCELL5 OVER THESE GENERAL NOTES. d SPAN SEE DRAW I N65 FOR TYPE, PATTERN, AND JOINT OF L04TF-L 5. VERIFY ALL D I MENS I ONS AND SITE COND I T I ONS DETAILS. g Gam. 24" e" FIRST JP BEFORANY IESGREPANGY. W�. NOTIFY ARCH I TELT OF 2. MORTAR: 1 PART PORTLAND GEMENT 2-05 U.N.O. 4. LOCATE ALL EX I 5T I N6 UTILITIES, WHETHER OR NOT 4 PARTS SAND SHOWN HEREON, AND PROTECT THEM FROM VAMA6E 1 /4 MIN. TO 1 /2 MAX. PART HYDRATED LIME • LINTEL � B OPENING THROU6HOUT CONSTRUCTION PERIOD. IN THE EVENT • BLOCK OF DAMAGE, REPAIR OR REPLACE DAMA6ED WORK AT B. 6ROUT: NO EXPENSE TO OWNER. 1 PART PORTLAND GEMENT 2-*3U.NA. 5 . DESI6N, ADEQUACY, AND SAFETY OF ERECTION 5 PARTS SAND ALTERNATE ELEVATION BRACIN6, 5HORIN6, TEMPORARY SUPPORTS, ETC,. , 2 PARTS PEA &RAVEL �A TYPICAL MASONRY LINTEL. TYPICAL LINTEL REINF, IS THE 50LE RESPONSIBILITY OF THE CONTRACTOR, WATER SUFF I G I ENT TO ALLOW GROUT TO 2-05 u.N.o. AND HAS NOT BEEN CONSIDERED BY THE ARCHITECT. FLOW INTO ALL JOINTS. IY MIN 2-05 U.N.O. M3 © EMPLOY ALL MEASURES NECESSARY TO MAINTAIN THE Ym WIW • 61 OL. STABILITY OF THE STRUCTURE THROU6HOUT 4. GLEAN CONCRETE SURFACES OF ALL LA I TANGS 777777777777777,76 CONSTRUCTION PERIOD. PRIOR TO SETTING OF BLOCKS. 5. MAINTAIN VERTICAL ALIGNMENT OF CELLS AS FOUNDATION REQUIRED TO PROVIDE A MINIMUM UNOBSTRUCTED HORIZ REINF •3 TIESJ DUT'G14U 6R 1 . ASSUMED SOIL BEARI N4 PRESSURE ( 55P) s 1 , O00 GORE OF 3"X3" . PLAN O.M.U. SAMA SPAUN6 PLAN AS HORIZ.REINF. 50110 P5F. IF A REPORT OF A 50 I LS INVESTIGATION 6. 6ROUT 50L I D ALL CELLS BELOW FINISHED GRADE ® TYPICAL JAMB OG TYPICAL PIER 15 AVAILABLE, ITS RECOMMENDED SBP SUPERSEDES AND ALL CELLS CONTA I N I N6 RE I NFORC 1 N6, THE ASSUMED SBP. MAINTAIN ANY SUCH REPORT AT ANCHORS, OR INSERTS. THE PROJECT SITE, AND COMPLY WITH ITS REQUIREMENTS. LUMBER 2. IF NO REPORT OF A SOILS INVE5TI6ATION I5 aASS SPLICE AVAILABLE, OBTAIN VERIFICATION OF THE 1 . LUMBER: DOU&LA5 FIR OF THE FOLLOWIN6 &RAVES W- COMPETENCY OF THE SUPPORTING FOUNDATION SOILS UNLESS NOTED OTHERWISE. MAXIMUM MOISTURE + FDR FROM A RE6I51ERED CIVIL OR 6EOTECHNIGAL CONTENT: %.16 EN6INEER APPROVED BY A&ENCY HAVING 46 D FOR MASONRY JURISDICTION OVER THE PROJECT PRIOR TO REPETITIVE USE MEMBERS 2'-0'MIN. FOUNDATION EXCAVATION. JO I STS AND RAFTERS 2 X 4 TO 4 X 4 INCLUSIVE NO. � LAP SPLICES 5. DESIGN I5 BASED ON THE FOLLOWING VALUES: 2 X 6 TO 5 X 16 INCLUSIVE NO. 2 ALLOWABLE BEARING PRE55URE : 1 , 000 P5F SIN6LE USE MEMBERS BEAMS . 1 4. FILL: GLEAN, NON-EXPANSIVE MATERIAL FLEE OF 4 X NO. 2 OR&ANI05; PLACE UNDER CONTROLLED COMPACTION 6 X OR LARGER NO. 1 REINFORCEMENT LAP SPLICES IN INCHES UNLESS NOTED OTHERWISE. POSTS AND MULL I ONS 4 X 4 AND SMALLER NO. 2 BAR SIZE 4 5 6 1 b 4 110 11 4d WW 5 . EXCAVATE TO FIRM, UNP I 5TURBED NATURAL 50I L 4 X 6 AND LAR6ER NO. 2 FOR FOOTIN65, OR IN EN6INEERED COMPACTED FILL 6 X 6 AND LAR&M NO. 1 R GRD 6RD GRD GRD GRD 6RD Mt;,GRD 6R0 G IF SUCH FILL 15 DETERMINED TO BE REOU I RED. M I SGELLANEOUS LUMBER Fc PSI 40 bO 60 60 60 60 60 60 60 6 . DIRECT ROOF AND AREA RUNOFF AND AREA DRAINA6E BLOCKIN6, FURRING, ETC. NO. 5 CLASS 3.000 12 11 21 27 31 48 61 16 46 TOP BARS o 1 AWAY FROM BU I L-D I N& IN ALL D I RECT I ONS. DECK I N6 AND SHEATHING A 12 12 15 19 26 35 44 56 b8 BOTTOM BARS v 2X, 5X, 4X COMM' L. VEX. CLA55 15 122 21 35 48 63 80 101 124 TOP BARS _1216B 3.00012 16 20 25 34 45 51 13 b6 BOTTOM BARS D = DIAMETER OF BEND I'MINIMIA•U RE I NFORG I N6 STEEL 2. COMPLY WITH GRAD I N6 AND DRESS I N6 RULES #16 d 2 BAR DIAMETER OF THE WEST COAST LUMBERMEN' S ASSOCIATION. GIA55 19 24 36 146 63 82 104 132 163 TOP BARS D • 6d FOR 02 TO.8 INGU&vt G 3A0o 14 20 26 33 45 54 14 95 116 BOTTOM BARS D = Od FOR 04, 10, 4 II 1 COMPLY WITH ASTM A615, GRADES AS FOLLOWS D • IodFORw4tIe B. USE PRESSURE TREATED DOU6LA5 FIR AT ALL N47E5: NS AND SMALLER ASTM GRADE 40 LOCATIONS BEAR IN6 ON CONCRETE OR MASONRY IF _ a I. VERTICAL WALL REINFORGIN6 SHALL BE GLASS •G'A5 FDR TOP BARS, 06 AND LARGER A5TM 6RADE 60 LE55 THAN 4' -0" ABOVE &RADE. BUT No IE55 THAN RE DIAMETERS. AND BENDS METERS. UNLESS NOTED OTHERW I 5E. 4. STRUCTURAL PLYWOOD: P. 5. 1 -14. 2. HORIZONTAL WAIL REINFORGIN6 SHALL BE GLASer "B'A5 FOR BOTTOM BARS, BUT NO LESS TWW 40 DIAMETERS. STA"M LAPS. bcS KEY3/4• GONG SLAB ON GRADE 2. USE LOW HYDR06EN WELD I N6 RODS FOR ALL WELD I N6 5 . DO NOT GUT STRUCTURAL MEMBERS FOR P I P=5, ETC. OF REINFORCING BARS. UNLESS INDICATED OR NOTED OTHERWISE. STOP REINF,AT JOINT T SLAB THICKNESS 3. LAP SPLICES AT CONTINUOUS BARS, TYPICAL WALL 6. INSTALL 2X SOLID BLOCKIN6 BETWEEN JOISTS OR REINFORCIN6, AND VERTICAL COLUMN REINFORCIN6: RAFTERS AT ALL SUPPORTS. -x x x x x x 50 BAR DIAMETERS MINIMUM LAP IN MASONRY, AND i- 40 BAR DIAMETERS MINIMUM LAP IN CONCRETE. 1. BORE HOLES FOR BOLTS 1 /52" TO 1 /16" LARGER FULL HEIS THAN NOMINAL BOLT DIAMETER. 4. SPLICE REINFORCING ONLY AS SHOWN OR NOTED. f-•-ED6E OF--� 1,.6. I�;� 057A I N ARCH I TELT' S APPROVAL PRIOR TO MAK I N6 0. PROVIDE ALL BOLTS BEAR I N6 ON WOOD WITH I ' I SPLICES AT OTHER LOCATIONS. WASHER5 UNDER HEAD AND/OR NUT. SEE SCHEDULE. 1 I r ETON JOINT 6 50'-W OZ.MAX 5. SPL I GES IN ADJACENT HORIZONTAL WALL q. RET I&HTEN ALL BOLTS PRIOR TO APPL I GAT I ON Or- 2-05 +-. .+ 2-MK, REINFORCING BARS: 4' -0" MINIMUM UNLESS NOTED PLYWOOD, ETC. OTHERWI5E. I I 2_5 10. USE 5IMP50N "GC" , "CB" , OR "BC HALF BASE" SAW `� Ile" 'SLAV SPAM6. PROVIDE DOWELS IN FOOT I N65 AND/OR &RADE BEAMS CONNECTORS AT BASES AND GAPS OF ALL POSTS cylL� BARS Yom 2'-0' MAX +� �• THE SAME SIZE AND NUMBER A5 VERT I GAL WALL OR UNLESS I ND I GATED OTHERW I SE. } EDGE OF MA5. 15 COLUMN RE I NFORG I N6, WITH MINIMUM PROJECTION RD LAP SPLICE UNLE55 NO D EQUAL TO STANDARD 11 . CONNECTING HARDWARE, JOIST HANGERS, TIE 2'M5 L�E56 THAN 2'-0" PROP OP H46 -x x x x x x x x- OTHERWISE. SET DOWELS TO ALIGN PROPERLY WITH STRAPS, ETC. : SIMPSON "5TRON6-TIE" UNLE55 r I 2-05 0ORRE5PONDIN& CORES IN WALLS. INDICATED OR NOTED OTHERWISE. 3103 �; tv Nom: 1. SECURE ALL RE I NFORC I N6, ANCHOR BOLTS, AND DO NOT LISE PRE MOL= OTHER INSERTS IN PLACE PRIOR TO PLAG I N6 NA I L I N6 - - STRIPS TO FORM F CArL�F 2-#5 DOWELS. WEAKENED PLANE JORM CONCRETE OR &ROUT I N6 MASONRY. h MAKE 1 . NAILIN6 LISTED BELOW I5 APPLICABLE THROUGHOUT AHEReBOle"BEICA 6. PROVIDE THE FOLLOWIN6 MINIMUM CLEARANCES PROJECT UNLE55 INDIGATED OR NOTED OTHERWISE. uNES I.P. BETWEEN RE I NFORG I N6 �,-0• STEEL AND ADJACENT MATERIAL: DOOR OPENI N6 WA I I OR �I�►F� 2. NA I L5: BOX OR COMMON WIRE NA I L5; USE COMMON WIRE NAILS WHERE NAILING I5 SHOWN IN I'-b"MIN BELOW 6RADE ( UNFORMED) 5" CLEAR CONNECTION DETAILS. CIOMP'''C BELOW &RADE (FORMED) 2" CLEAR 6AUCFIL L LINE WALLS I " CLEAR 5. NA I L I N6 SCHEDULE _ G.I.SLEEVE 2" II llLARXvM THANPM u q. OBTA I N ARCH I TELT' S APPROVAL PR I OR TO JO I 5T5 OR RAFTERS AT ALL DESCRIPTION O F REVISION u RE5ENDIN6 05 OR LARGER REINPORGIN6 BARS. BEAR IN65: TOE NAIL5 EACH 5IDE 5 - 8D DATE DATE 51ZI= EMBEDMENT FOR EMBEDMENT OF BOLTSII iL _ 1 O. PROVIDE MINIMUM SLAB REINFORCEMENT AS SHOWN. BLOCK I N& BETWEEN JOISTS STS OR _ CITY of RANCHO CUCAMONGA 1/2"0 4" USE SCHEDULE UNLESS 5/8"0 I I RAFTERS _ TO JOI5TS OR RAFTERS, oTM+ERwISE TOE NAILS EACH 51 DE, EACH END - ,00 TERRA VISTA PARK 6 m 4" � � NO PIPES ALLOWED IN THI5 PORTION _ ll OF FOOTING TO JOIST OR RAFTER BEAR I NGS, ^T WW O 6" I I -'`� TOE NA I LS EACH 51 DE 2 - lop A PRO6RESSI VE BLOCKIN6 TERRA VISTA PARKWAY EAST 'OI RAFTER TO BLOCK AND BLOCK 2 - - - 3'-0"MAX. STEP FT6.50 THAT GONG. TO CONTINUOUS NAILER - 160 I" MIN STRUCTURAL NOTES & TYPICAL DETAILS EN78EDF�NT ABELON VON - - - 11 FILL DOES NOT Exc�3'-0' L 111- PLYWOOD NA I L I N6: SEE DETAILS I" 6ROUT AROUND APPROVED BY: DATE K f- AND/OR SCHEDULE B . OLT IN MASONRY 2 CITY ENGINEER ! RCE No.utr .� � CONCRETE FILL SAME WIDTH ` MACHINE DOLT (MIS) I W1�,;PE 5L� DESIGN iM JOHN MELCHER AIA ARCHITECT RECOMMENDED OR ANCHOR BOLT (AB) + 1'-6" MINS PLACE FILL BEFORE CALIFORNW ARCHITECT LICENSE N0. C-3913 C C ONReTt OR MASONRY POOTIN4► PLAC.tD D RAW N P.O. Box 1085 SHEET OTE: WM RANCHO CUCAMONGA, CA 91701 A-4 PIPES MORE THAN 5'-0'BELOW BOTTOM OF roo",MMA MAY w 909.946.8777 FAX 909.948.8677 bov"wJ:D Piro co nvoV..m,GOMPwlm FILL. CHECKED DRAWING No. �� DATE w OCT 99 FILE No. 170 -�- 0 1 LL EXISTING TERRA VISTA ELEMENTARY SCHOOL Uj 0 0 19z 3� LL o PRAST CONCRETE PICNIC TABLE WITH CONCRETE PAD. PER DETAIL E , SHE- L-4 0 4a-0" 39 38 w Q 17. DECOMPOSED GRANITE PAR COARSE W /EXERCISE STATION. PER DETAIL LIMIT OF WORK AIIGNWjpROls„rr,,,, ���' � � LIMIT OF WQ�K � ,s•-�' cam, za G .H , SHEET L-4 . iriirrrrriiiriiiii, Y LINE °" ; O 6'-0" HIGH C INLINK FENCE WITH 9 GAUGE WIRE FABRIC. PER DETAIL Q , 3•-6" � PA 18. HA / PA. i:? b 2° 0 b b R=I V - - SHEET L 5 v - 5 PA. - - - - - „ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - q= - io t� E Q. EQ. PA. t� R= i / R bi 1 / � PA. i \ m °� PA• 19. DRINKING FOUNTAIN BY HAWS MODEL#3150 . AVAILABLE FROM COAST a 52 39 � O RECREATION . TEL : (949) 553-8065. PER DETAIL A, SHEET L-6 25 PA. - :l R=I Y-3" , (2 TOTAL SHOWN ON PLAN ) ) N C 9A f 45 6 1s ,5'°" R-'�� PA \ TRASH RECEPTACLE - DURA ART STONE MODEL#TR-D3 ROUND, NATURAL 1 / b 3'6-x1 . • PA. F COLOR FINISH . LOW PROFILE TOP WITH ATTACHED CHAIN. PER DETAIL N , j ----1e I t PA. R- o �� / o `�� o SHEET L-3 . AVAILABLE FROM DURA ART STONE. TEL : (909)350-9000. -" ---- ------ R=13 20 14A / �� tiF ( 29 TOTAL SHOWN ON PLAN ) 40 re' �- PA. , /R=s' •d STATION D / Q1 LIGHT POLE LOCATION SEE ELECTRIC ENGINEER'S PLAN. ( 33 TOTAL SHOWN b 10 `�6, / P ON PLAN ) PA. - _ 21 2 =73'.3• �� � 3T 9" ��,. / Q6'-0"WIDE WOOD BENCH - IRON MOUNTAIN FORGE MODEL#282-6XP. AVAILABLE i 9 m as FROM PACIFIC DESIGN CONCEPTS. TEL : (800)367-7325. PA. 17 ( 5 TOTAL SHOWN ON PLAN ) PA �q.e PA. BRICK DUST INFIELD -2" DEEP EXCEPT AT BASES (SCREENED AREA )4" DEEP. DRIVEWAY 61'• QP. • �.o � AVAILABLE FROM CORONA CLAY. COLOR --ANGEL MIX.PER DETAIL S3, SHEET" . 21 : / / ,�, O4 1/2"POLY FORM EXPANSION JOINT. PER DETAIL F , SHEET L-4 . / PA. 6 WIDE CONCRETE MOW STRIP. PER DETAIL SHEET L-9- 32 . •• ' O5. N f PA. 22 �• PA. / / O6. TRASH/BOOSTER PUMP ENCLOSURE . PER DETAIL H ,L,.,I,K , SHEET L� 20 TOT LOT PLAY AREA. SEE ENLARGEMENT AND EQUIPMENT PLAN SHEET LAI . i f b 22 ALUMINUM PLAYERS BENCH STEELCRAFT MODEL#LBA FC 15P 15' 3 5 34 / 5 / �- �� s••o- ' 1a_a, PA. ', Q. LONG. AVAILABLE FROM COAST RECREATION. TEL : (949)553-8065 O 23 HEIGHT OF PITCHER'S AROUND CL ' 4 7 e'o• a a ----- IW ABOVE FIELD.GRADUAL oM _ s \ (2 TOTAL SHOWN ON PLAN ) p SLOPE DOwN ile _ PA PA.. 0� MANHOLE LOCATION. PER CIVIL ENGINEER'S GRADING PLAN. 1� f PA. 33 PA. ,l Y? J o f_. _ PA.zo ` ' „'.3" \�\ STREET LIGHT. PER CIVIL ENGINEER'S STREET IMPROVEMENT PLAN. co / v o 35 1 ® '-6'�" - -- - ��Q� `� �� 1 HANDICAP ACCESSIBLE PICNIC AREA. PER DETAIL F , SHEET L_- . Y /- N 45 1 PA ro PA_ o i / 3- N s • ,� ` Q2 6" HIGH 6"WIDE CONCRETE CURB ALONG THE EAST SIDE OF BASKETBALL / 15� __.,_ �o,o y a , FIELD. PER DETAIL K , SHEET L-3 . R= 0 5' +� - A i a, O PARK RESTROOM BLDG. PER ARCHITECTURAL PLAN A-1 TO A-4 . O % PA. I PA. 15 .� OI�� °p 10 i 24 �, j j A=4.75 �� a ,-'•` / TELEPHONE BOOTH. SEE ELECTRIC ENGINEERS PLAN. f A ' _ �A• ` -� 8 , . 21 �° 35. TUBULAR BIKE RACK. BY LANDSCAPE STRUCTURES INC. MODEL# 100102A 1 -J i 326 �''q� 25'• =sRvP1 10 18 •. LOOP RACK. PER DETAIL L , SHEET L-3 . AVAILABLE FROM COAST zz x b s RECREATION . TEL : (714)553-8065. O CONCRETE STEPS WITH HANDRAIL. PER DETAIL PA. / L..L, SHEET-" . 01 o C 12 �_ 's• PA. ,� a PA. / QP. f, 25 37. 300' x 165' PROPOSED SOCCER BALL FIELD. PA. 'moi /�/ O 6'-0"WIDE CONCRETE WALKWAY CONNECT TO EXISTING VILLAGE OF INDEPENDENCE COMMUNITY TRAIL. 47 •� � / 0 H_ ala / 39. 6'-0"HIGH WROUGHT IRON FENCE W/GATE BETWEEN PARK AND SCHOOL. PER f Rcri CONCRETE MOWSTRIP CURB UNDER FENCE. PER DETAIL SHEET Lf . R_z � � ' ; ^ � � �•.a. 2a�.c 22 1s ,• •� .. • • � CITY OF RANCHO CUCAMONGA STANDARD DATEIL#608 AND W/6"WIDE 51 r� `D o _ � P . 49 CONSTRUCTION LEGEND 0 WROUGHT IRON FENCE WITH 3'-0"WIDE GATE. PER V.O.I. PERIMETER PLAN. p \ z i r � t R-� ,� • 41. 6'-0"HIGH PRECISION BLOCK WALL BETWEEN HOUSES AND PARK. PER VILLAGE 11 ' •� R='gt ' 1O ASPHALT PARKING LOT WITH 6"WIDE 6"HIGH CONCRETE CURB AT ALL EXPOSED EDGES. O OF INDEPENDENCE PERIMETER PLAN. ( N.I.C.) THICKNESS AND SUBBASE PREPARATION PER SOIL ENGINEERS RECOMMENDATIONS - �. ! 2'�• =T o, ` SEE CIVIL ENGINEERS PLAN. PER DETAIL C , SHEET L-3 . / PA. I •� 10 ZO PA '� - � • PA. � b � q 42 IRRIGATION BOOSTER PUMP LOCATION. PER DETAIL H , SHEET L3 . 27 14A 24 , PA. O 6'-0"SQUARE PLANTER AREA. W/6" HIGH CONCRETE CURB. 43. 10'-0"WIDE SIDEWALK BIKE PATH CONNECTED TO THE EXISTING TERRA VISTA COMMUNITY TRAIL. 17 T a" O PAINTED 3'SQUARE INTERNATIONAL HANDICAP SYMBOL SHALL BE WHITE , BACKGROUND ' 15 s ,9 , SHOULD BE BLUE. ( 2 PLACES AS SHOWN ). O REMOVABLE STEEL BOLLARD. PER DETAIL L , SHEET ". (2 TOTAL ) 30 PA. %� - - R="� / O� \ O 3"WIDE WHITE STRIPED PAINTED HANDICAP ACCESS AISLE, ACCESSIBLE PATH OF 45. HANDICAP ENTRY SIGN. PER DETAIL D , SHEET L-3 . (2 TOTAL ) 10.-p sr� PA. ! TRAVEL. STRIPES SHALL BE 3'-0"AT 45 AS SHOWN. O 4'-°" STATION D �s, `C S 21 u �O 46. HANDICAP ACCESS RAMP. PER CITY OF RANCHO CUCAMONGA STANDARD INSTALL HANDSCAP AND "VAN ACCESSIBLE " PARKING SIGNAGE. PER DETAILS �\ O .E , SHEET L-3 . AT HEAD OF EACH H.C. STALL 24"BEHIND F.O.CURB. DETAIL 1�2. J 20 \ 4"THICK MEDIUN BROOM FINISHED CONCRETE WALKWAY. PER DETAILS-G , SHEET 47 FULL SIZE PERMANENT BASE BALL BACKSTOP. MODEL# 1644 T. INSTALL PER ., �� MANUFACTURER'S INSTRUCTION. AVAILABLE FROM COAST RECREATION INC. 146 , TEL : (949)553-8605 . PER DETAIL !:, SHEET Lf. 13 13A PA H=s' PA ` 7. 4"THICK RETARDANT FINISH NATURAL COLOR CONCRETE W/ 12"SMOOTH TROWELED / 1s / O O BASEBALL EQUIPMENT : 43 / 21 �D �' S A c / / BANDING AND SAW CUT AS SHOWN. PER DETAIL 8 , SHEET L BASES AND ANCHORS : BOLCO MODEL# 100 ML WITH/205 BA. 31 t° , '�' / HOMEPLATE : BOLCO MODEL#300 ALL SAFE" 4"THICK RETARDANT FINISH NATURAL COLOR CONCRETE WITH DEEP SCORE PITCHERS PLATE : BOLCO MODEL#410 FG "FIRM GRIP". PA' 16 t7 24 q 4' O / JOINTS AS SHOWN. PER DETAIL A , SHEET L•,3 . 49. PLAYER'S REST AREA SEE ENLARGEMENT PLAN . DETAIL F , SHEET L4 . •. - V. • / 9. BASKETBALL COURT. PER DETAILS M K , SHEET L . s A s 25 O O ASPHALT HANDICAP CURB RAMP PER DETAIL H , SHEET L BASKETBALL POST W/BACKBOARD 6 NET. SEE DETAIL M , SHEET L-6 . 51 14" x 14"DEDICATED BRONZE PLAQUE SET IN NATURAL GRANITE BOULDER. PER J / O DETAIL A, B , SHEET L-4 18"HIGH SLUMPED STONE SEATWALL WITH PRE-CAST NATURAL COLOR -�� q / / RTE AP. PER DETAIL SHEET ' - .� CONCRETE C � E PA / CONSTRUCTION NOTES . � ' S Ly3 52. 6 BY 6' MED. BROOM FIN. CONCRETE PAD. FOR ACCESS FROM /rr,/,I/ - _ zo'.o•, ��` SCHOOL SiTE.PER DETAIL A , SHEET L-3. .� ��/ � 11. PEDESTRIAN GREEN BELT ENTRY. RETARDANT FINISH NATURAL COLOR CONCRETE 29 ""rrr -=cy _ b PA. b W/ 12" SMOOTH TROWELED BANDING WITH SAW CUT JOINTS 2'-0" SQUARE.TO MATCH """y'w••r,,,,� 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS GREEN BELT ENTRY ACROSS THE STREET. PER DETAIL @ , SHEET L-3 . •r.,,,rrr�������r���" DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR 12 GREEN BELT LOW ENTRY WALL WITH PARK SIGNAGE. PER DETAIL A,B SHEET LAI . 41 GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING UA41T OF woR ,,,,,,, - - - - O "" ti _ / DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE K "" ATTENTION OF THE CITY. THE CONTRACTOR SHALL ASSUME FULL 13. 35'-0" DIAMETER CHARLESTON HEXAGON SHELTER . BY CLASSIC RECREATION SYSTEMS INC. rrr„ 20•a OC, r""""'���rrRESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO AVAILABLE FROM HANSON ASSOC. TEL : (714)538-5876 . PER DETAILS -L J. K. L. M . 41 GIVE SUCH NOTIFICATION. SHEET L-3 . 0 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR Q PRE-CAST CONCRETE PICNIC TABLE AND BENCHES . BY QUICK CRETE CORP. MODEL# DESCRIPTION OF REVISION 3 WITH ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. Q-LBT-PTS-8. TEL -. (909) 737 -6240. ( 16 TOTAL SHOWN ON PLAN ) DATE APPROVED n CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED CITY o f RANCHO C clTv PLAN CHECK DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 4® BARBEQUE GRILL - IRON MOUNTAIN FORGE MODEL#200-X. PER DETAILS SHEET L-5 AVAILABLE FROM PACIFIC DESIGN CONCEPTS . TEL : (800)367-7325. ( 9 TOTAL SHOWN ON PLAN ) �j CORRECTIONS .,Mc 1o•os•99 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH � TERRA VISTA PARK # 6 OTHER SUB-CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION 48 BARBEQUE GRILL (LOCATED AT 35'GAZEBO AREA.) - IRON MOUNTAIN FORGE MODEL#`210-X. OPERATIONS. PER DETAIL .B , SHEET L-5 AVAILABLE FROM PACIFIC DESIGN CONCEPTS . CHANGES HAVE BEEN MADE TO TEL : (800)367-7325. (2 TOTAL SHOWN ON PLAN ) AT THE CALLOUT ar 17,20,27,28,39,47,51,52 WHICH CAUSED THE CHANGE o+= 15. PRE-CAST CONCRETE PICNIC TABLE AND WOOD OVERHEAD TRELLIS. PER TERRA VISTA PARKWAY EAST DETAIL SHEETS. 4. GROUND COVER AREAS NOT TO EXCEED A 3:1 MAX. SLOPE. DETAIL C_.Q, , SHEET L� . 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. CONSTRUCTION- PLAN Underground Service Alert ,, ,L qpE 6. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY U qF >> COMPACT THE SUBGRADE AND PROVIDE SUBSURFACE PREPARATION PER APPROVED BY: DATE :a SPECIFICATIONS. Call: TOLL FREE k - ' � 'T, CITY ENGINEE RCE N0 . 24 53 7. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENTS PLAN C ROSS REFERENCES DESIGN IEC AN/U\DED TO REDUCE DIPS, ABRUPT CHANGES, AND SHARP TRANSITIONS. �` JMC ARCHITERRA DESIGN GROUP '�'G Q. LANDSCAPE ARCHITECTURE l( 1 -800r"` � 8. ALL WALKS AND CURBS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE FOR NOTES AND LEGENDS, SEE SHEET L- 2 �O DRAWN SITE PLANNING SHEET .�. ,\�. APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO FOR DETAILS, SEE SHEET L- 3 , 4 , 5 , 6 , JMC 10630 TOWN CENTER DR., STE. 128 I _2 422-4133 l.�lt. oar BEGINNING THAT PHASE OF WORK. FOR SPECIFICATIONS, SEE SHEET L- RANCHO CUCAMONGA, CA 91730 L OF CA��F FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L- 7 CHECKED (W9)4842800 FAX: (909)4842802 D AWING NO. TWO WORKING DAYS BEFORE YOU DIG 9. CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING IRRIGATION LINES AND FOR CORRESPONDING PLANTING PLAN SEE SHEET L- 10 SCALE: 1" = 30' RWK DATE 02/24/99 RLA N0. 2834 709- L SPRINKLER HEADS. SHEET OF 1 t 1 2 3 t 4 2 3 7 5 2 2 Y T{Jlli r G.C. - . ro.c, f ra.c. " SEE CONSTRUCTION PLAN SPACES 6 RESERVED FOR HANDICAP LEGEND: LEGEND: FACILITIES HN THIS PARKING LOT A �J ,� EO. EO. 1. 12"RADIUS AT ALL EDGES. 1. Ire RADIUS AT ALL EDGES. INTERNATIONAL SYMBOL FOR 2. NATURAL COLORANTEGRAL COLOR CONCRETE PAVING. SEE CONSTRUCTION PLAN FOR COLOR; 2. NATURAL W FOR RL COLOR CONCRETE PAVING. SEE CONSTRUCTION PLAN FOR COLOR; SEE BELOW FOR FINISH TREATMENT. AC SEE BELOW FOR FINISH TREATMENT. 9. COMPACT EARTH TO 90'40 RELATIVE COMPACTION UNDER PAVEMENT. p iD ACCESSMJTY 3. ACT EARTH TO 90•/a RELATIVE COMPACTION UNDER PAVEMENT. 4. DEEP SCORE JOINT. 4 UNAUTHORIZED VEHICLES NOTE: CONTRACTOR SHALL POUR AND FINISH A 7X7 SQUARE SAMPLE OF EACH TYPE OF FINISH NOT DISPLAYING 5 NOTE: CONTRACTOR SHALL POUR AND FINISH A 7X7 SQUARE SAMPLE OF EACH TYPE OF FINISH 17'X22"REFLECTORIZED SIGN FOR APPROVAL BY OWNER'S REPRESENTATIVE OR LAND.ARCH. FOR APPROVAL BY OWNER s REPRESENTATIVE OR LAND.ARCH. DISTINGUISHING LICENSE PLATES OR PLACARDS ISSUED FOR 12" OF PORCELAIN ON STEEL MOUNTED PHYSICALLY DISABLED PERSONS ON A 3"DIA GALV.STEEL POLE SET IN MAY BE TOWED AWAY > > A CONCRETE FOOTING. BOTTOM OF AT THE OWNER'S EXPENSE. 1 t 6 1 7 3 4 ABOVEIFINISH GRADE.TEXT SHALL BE AT 8(r TOWED VEHICLES MAY BE RECLAIMED LEGEND:AT MIN.1'HIGH. OR BY TELEPHONING(� 1. GALVANIZED POST CAP. LEGEND: LEGEND: LEGEND: LEGEND: CVC SECTION NO. 1.MEDIUM BROOM 1.RETARDANT FINISH 2. 70'SO.MIN.REFLECTORIZED SGN CONSISTING OF A PROFILE VFW OF 2 1.LIGHT BROOM FINISH NAT,COLOR 1.RETARDANT NATURAL COLOR CONCRETE, RUN CONCRETE 2 FINISH,RUN FINISH NATURAL PERPENDICULAR TO PERPENDICULAR TO 2 COLOR CONCRETE. LEGES /WHEELCHAIR WITH OCCUPANT IN WHITE ON A DARK BLUE BACKGROUND INTERNATIONAL SYMBOL OF ACCESSIBILITY -- EDGE OF CONC. ATH 2.DEEP SCORE EDGE OF PAVING. IP1.8"WIDE 12*DEEP CONTINUOUS CONCRETE CURB. 3. ADDITIONAL SIGN WITH SIMILAR PROPORTIONS TO READ"VAN OF TRAVEL. LINE;SEE CONST. 2.SMOOTH BAND EE CONST. ACCESSIBLE". SIGN MAY BE WHITE WITH BLACK TEXT. TEXT TO BE 1" PLAN FOR LAYOUT. 4 2.SMOOTH 4 3 2.DEEP SCORE TROWELLED BAND. PLAN FOR WIDTH. 2.1/4"RADIUS TOOLED EDCiE.(TYPICAL) NOTES: MIN.HIGH. JOINTS;SEE CONST- 3.EDGE OF PAVING SEE CONST.PLAN 3 COLD JOINTS 4. GALV.STEEL POST. 212"I.D.W/.203 MIN.WALL THICKNESS. PLAN FOR LAYOUT. FOR WIDTH. 3.EDGE OF PAVING. 1. SEE SITE PLAN FOR LOCATIONS OF ENTRY SIGNS AT EACH ENTRANCE TO OFF-SITE PARKING. 3.EDGE OF PAVMK3. 3 4.DEEP SCORE JOINTS. 4.ASPHALT PAVING. SEE SOIL ENGINEERS REPORT FOR THICKNESS 2. CONTRACTOR SHALL CONTACT GOVERNING AGENCY TO OBTAIN NECESSARY INFORMATION TO 5. FINISH SURFACE OF PARKING STALL(PAVING). 3.EDGE OF PAVING. 3 3 AND BASE.PER CIVIL ENGINEERS PLAN. COMPLETE THE SIGN TEXT. 8. CONCRETE FOOTING. 4. DEEP SCORE JOINTS. 5.PLANTING AREA. A. MEDIUM BROOM FINISH W/DEEP B. RETARDANT FINISH W/DEEP SCORE A.LIGHT BROOM FINISH W/SMOOTH B. RETARDANT FINISH W/SMOOTH Ns.90SG COMPACTED sU6-GRADE 7. FINISH GRADE. SCORE JOINTS JJOINT rS TROWELLFQ BANDS TROWELLED ED BANDS 7.03 REBAR CONTINUOUS SET®MID-DEPTH. CONCRETE FINISHES CONCRETE FINISHES W/ BANDING CURB @ PARKING LOT HANDICAP ACCESS SIGN HANDICAP PARKING SIGN SCALE: SCALE: SCALE: SCALE: SCALE: 3'RADIUS C DIMENSION VARIES-SEE CONST.PLAN '-0� N 8 4 5 9 1 2 3 4 2 1 12" 3 2 R 1N2'R.TYP, p p SEE G 1 TYPICAL CORNERS w 5 V 5 h PLAN 8 1r Q 2 MIN. f 1 112' ti WATERPROOF EXPANSION JOINT COLD JOINT ��;p 3 pp 1 2 4 1 2 x {v $ECTI�I 3 a - - TREAD WIDTH 1r SEE PLAN FOR STRAIGHT ANGLE CONFIGUlRhT)ON_ 2 2 - f 5 5 r_ / L - - J - - - -� - 4LEGEND: 71r EXPANSION JOINT SCORE JOINT or of: LEGEND: 7 _ LEGEND: 1. CONCRETE WALKWAY-FINISH AS SHOWN BELOW 1. 12"RADIUS ON ALL STEP EDGES. 4 � 1. CONCRETE PAVING. . . � � S 2. P THICK CONCRETE WALKWAY 1 1� 3. 2"THICK FULL DEPTH POLY FOAM EXP 5 � ANSION JOINT. 12 4 8 LEGEND: 2. 1/4"TOOLED RADIUS. S. 00%COMPACTED Sl18GRADE MAXIMUM RAMP SLOPE MAXIMUM FLARE SLOPE 4. COLD JOINT. 3. WATERPROOF SEALANT,COLOR TO MATCH PAVING. i CONCRETE STAIRS SEE DETAIL SHEET SUBMIT COLOR SAMPLES PRIOR TO INSTALLATION. - 4. tk'X 1M"TOOLED SCORE JOINT AS PER STAKING 5. 44 REBAR AT 16"O.C.BOTH WAYS. 0, L-3 AND LAYOUT PLAN 4. 12"POLY FOAM EXPANSION JOINT W/TEAR-AWAY 8 SEND; 6. EXTEND REBAR 6"INTO CONCRETE SLAB TO FORM CONNECTING DOWEL 2. 1 1�? SO.ROUND GALVANIZED STEEL HANDRAIL PLANT WITH 1 COAT OF PRIMER i 2 COATS OF TOP,SEE SPECS. b. MEDIUM BROOM FINISH CONCRETE 7. 90•h COMPACTED SUB-GRADE. ENAMEL. COLOR TO BE SELECTED BY OWNER. S. COMPACTED SU8-GRADE PER SOILS REPORT. 1. BUILT-IP ASPHALT CURB RAMP:1:12 p%)MAXIMUM SLOPE. i. 1r2"THICK POLY FOAM EXPANSION JOINT WITH 8. CONCRETE FINISH SURFACE. 3. GRIND SMOOTH ALL WELDS AND CORNERS. THIOKOL LATEX SEALANT BEAD AT TOP.COLOR 2. FLARED ASPHALT SIDE SLOPE;1:8 SLOPE MAXIMUM. 9. CONTINUOUS 2"WIDE PAINTED YELLOW STRIPE ON NOSING OF ALL 4. CONCRETE FOOTING. TO MATCH CONCRETE REFER TO CONSTRUCTION TREADS;STRIPE MUST BE NO FURTHER THAN 1"FROM EDGE OF TREAD. PLAN FOR LOCATIONS. i. CONCRETE CURB FACE. 5. T DIA ROUND GALVANIZED STEELSIVE-RLL WITH POR4i0CK AFTER SETTMIG HANDRAIL. �I 4. T WIDE PAINTED LINES(BLUE) NOTE: DO NOT WELD HAND RAILING TO PPE SLEEVE. SCORE JOINTS / EXPANSION CONC. WALK SECTION o w ASPHALT CURB RAMP STEP DETAIL HANDRAIL DETAIL SCALE.- SCALE: W' SCALE: SCALE: SCALE- SCAPF ,7PEI 1 -+ z 5 2 - p 7 2" 8" SEE CONSTRUCTION PlJW LEGEND: 1 10" 1. PRE-CAST O MATCH MUSHROOM BLOCK.PRECISION AIVOAILABLE COLOR !�1 ORCO BLOCK PH#(800)473-6726. •a m 11 z 2. 8"X8"X16"CONC.SLUMPED BLOCK. 22" GROUT CELLS SOLID WHERE STEEL OCCURS.COLOR TO MATCH REST ROOM BLDG. p �p %T- __- ` •o b 3. 9D•/*COMPACTED SUB-GRADE. 2 2 4. #4 REBAR HORIZ.CONTINUOUS(2) O O O �. O O. O. 6 7 PLACES. 0 p 10 9 12 OI 5. 04 REBAR VERT. ®37"O.C.,TYP. \ ` , ••I � 8. 12"POLY FOAM EXPANSION JOINT 4 3 0. ' WAATEXBEAD DESCRIPTION OF REVISION 1 7 3 4 • . O ti 8 °;• 7. FINISH GRADE/SURFACE- DATE APPROVED 3 4 N. CONTINUOUS CONCRETE FOOTING. C I T Y O f RANCHO CUCAMONGA LEGEND: O a S. 6"X W CONCRETE MOWCURS. LEGEND : o 1.6"WIDE 12"DEEP CONTINUOUS CONCRETE CURB. 1. LOOP STYLE BIKE RACK w/FLANGES FOR MOUNTING O•• 10.TURF. MOUNT PER MANU. SPECS-COLOR PER OWNER. FROM '•.O I 11. FINISH GRADE AT RETAINIK3 CONDITION. 5 TERRA VISTA PARK #6 2. t/4"RADIUS TOOLED EDGE.(TYPICAL) LANDSCAPE STRUCTURES. MODEL#E 100102A AVAILABLE o 3 12. ELASTOMERIC WATERPROOFING, LEGEND: AT 3.COLD JOINTS. FROM COAST RECREATION(714)553-8065. �R 'J CONTRACTOR TO SUBMIT MATERIAL • O FOR APPROVAL.(RETAINING WALL CONDITION) t. BRONZE ANODIZED ALUMINIUM LID WITH CHAIN CONNECTIONTO TERRA VISTA PARKWAY EAST 8 2. 22"DIAIDE OF RECEPTACLE x 36" GH PRECAST CONCRETE TRASH RECEPTACLE 4.CONCRETE PAVING w/6 X 6 X R X 10 WWM 2. DEEPENED FOOTING IN SLAB AREA OF MOUNTING WITH LIGHT SANDBLAST FINISH-DURA ART STONE MODEL SEE CONSTRUCTION PLAN FOR DETAIL. !S TRRE TRALSE RECEPTACLE :(9�)350-9000 CONSTRUCTION DETAILS 5.PLANTING AREA. 3. 90%COMPACTED SU6GRAD1= 3. SECURE TRASH RECEPTACLE TO CONCRETE PAD WITH 3-5/18" 12" 4. DIAMETER CONCRETEBOSS WITH LEAD SHIELDS. 6.90'6 COMPACTED Sly GRADE 4. SECURE TO CONCRETE WITH 4- 318"DIAM. BOLTS WITH 5. COMPACTED SUBGRADE. APPROVED R 0 VED BY: DATE : T E 7.03 REBAR CONTINUOUS SET®MND-DEPTH. LEAD SHIEWS. �y CITY ENGINEER RCE No . 24953 CURB @ BASKETBALL FIELD BIKE RACK ., 18" HIGH SEATWALL TRASH BARREL ARCHITERRA DE GROUP k , DESIGN LH LANDSCAPE ARCHITECTURE � � D SITE PLANNING 10630 TOWN CENTER DR., STE. 128 SCALE: SCALE: SCALE: SCALE: DRAWN RANCHO CUCAMONGA, CA 91730 SHEET LH (909)484-2800 FAX: (909)484-2802 CHECKEDRWK02/24/99 RLA NO. 2834 DRAWING NO. DATE FILE No. . �'e5 SHEET OF 13'-0" 10 _ 2 i !4 5••!" S•C 1 LEGEND _ - 1 18 ; i - 1. 4x12x2 BROWN FLASHED SINGLE BULLNOSED 6" �� 4 2 6 1 ��� -'` �� BRICK CAP TO MATCH EXISTING �d�b1G° � C - CAP ACROSS STREET-AVAILABLE • "'p`' FROM PACIFIC CLAY,LAKE EL.SINORE, ' I - . . . . . . . . . . . . . . . . . Q CA.-909A574-2131 Z . . . . . . . . 0 2. POURED IN PLACE CONCRETEWRuEDIUM SAND �'9 .r .'. 3 i - . . . . . v I BLAST FINISH. ` L. . . . . . . '.'I'.'.' ao S" ' 3. #4 REBAR HORIZONTAL CONTINUOUS® ' . ' '. . Of TOP,MIDDLE AND BOTTOM OF WALL. 01I 5 2 . . . . < 4. #4 REBAR VERTICAL @ 18"ok. - • • ENTRY SIGNAGE ELEVATE ALTERNATE BENDS IN FOOTING. • �. tt S, 5. FINISH GRADE. O LEGEND: I . . . , 6. 12"x18"CONTINUOUS CONCRETE '. '.' FOOTING w/#4 REBAR HORIZONTAL 6 :.:. + 1 1. 12x4x12 SLUMPED COLUMN BLOCK-BLOCK : : • . '.'. CONTINUOUS. 1 �- AND GROUT COLORS TO MATCH BUILDING �. . ° 7. BD*4 COMPACTED SUB-GRADE. : : -GROUT SOLID :'.'. 3 8. NATURAL GRANITE BOULDER.SELECTED BY ■ �-- 2. 4x12 BEAM CENTERED ON COLUMN �� NOTCH 2"TO ACCEPT 4x8 " 1 z a LANDSCAPE ARCHITECT 3 4 m 1 9. 8"HIGH 3/4"DEEP REVEAL AND LETTERS 3. 4X8 BEAMS @ 16"o% CENTER ON COLUMN 3 RECESSED BACK PARK NAME (HELVETICA 1 - LET-IN TO 4x12 3 4 5 REG.FONT)SURFACE IS TO BE PAINTED 1�1�t 4. 4x4 TRELLIS MEMBERS @ 12"o/c- BOLT 4 s AMERITONE SIERRA GREEN# 174A 1P THRU TO 4x8's w/ 1/2"DIA. LAG BOLTS AND 7,-0" CONTRACTOR IS TO VERIFY PARK LEGEND: 1 NAME PRIOR TO CONSTRUCTION. WASHERS COUNTERSUNK LEGEND 1 d_ 5. SIMPSON EPB44 POST BASE w/ 12"LONG e \ 10. R HIGH 3/4"DEEP REVEAL LETTERS 1. PRECAST CONCRETE PICNIC TABLE MODEL#Q-LBT-PTS-8(NATURAL COLOR g-L BASE INTO GROUTED COLUMN LEGEND: RECESSED BACK .CITY NAME (HELVETICA ) 6. SIMPSON HL43 ANGLE @ EACH SIDE OF 4x8 1. 42"HK3H POURED IN PLACE CONCRETE SIGN WALL-SEE DETAIL B,SHEET L-4 9 REG. FONT)SURFACE IS TO BE PAINTED -QUICK CRETE CORP. NORCO,CA.-90®/737-6240 2. 18"HIGH CONCRETE SETTING W/REVEAL AND LETTERS RECESSED AMERITONE SIERRA GREEN#174A p O " 1. PRECAST CONCRETE PICNIC TABLE#Q-LBT-PTS-8 BY QUICK BACK 3/4". SEE SECTION FOR DETAIL - _ 2. PRECAST CONCRETE TRASH RECEPTACLE MODEL#TR-D3 BY DURA ART STONE- 1 C w/4 1/2 DIA. LAG BOLTS @EACH LOCATION. . :: 0 CRETE CORP., NORCO, CA. 909/737-6240 ` U 11. 14"SQ.BRONZE PLAQUE SET IN BOULDER. FONTANA,CA.-909/350 9000 q D 7. REBAR CAGE OF 4 #4 BARS VERT. TIED TO 2. PRECAST CONCRETE TRASH RECEPTACLE#TR-D3 BY DURA ART LETTERING SELECTED BY CITY OF RANCHO Op 9 #4 BARS HORIZ. @ FOOTING AND @ 36"o/c STONE, FONTANA, CA. 909/350-9000 3. 12"WIDE SMOOTH TROWELED CONCRETE BANDING-TYPICAL 3. MEDIUM BROOM FINISHED CONCRETE a.. ��}. UP THRU COLUMN BRONZE S4GCUCAMONGA AVAILABLE FROM ARTISTIC 3. CHARCOAL BARBECUE GRILL#210-X BY IRON MOUNTAIN FORGE, 4. RETARDANT FINISHED CONCRETE WALKWAY- • BRONZE SIGNATURE.TEL:FROM 9 R 1135 4. 6"WIDE SMOOTH TROWELED CONCRETE BAND 8. FINISH SURFACE OF SLAB AVAILABLE FROM: PACIFIC DESIGN CONCEPTS-714/846-4885 E DETAIL B,SHEET L-3. LR. 9. CONCRETE FOOTING 12. 10 POLY-FORM EXPANSION JOINT AT EDGE 5. DEEP SCORE JOINT 10 4. MEDIUM BROOM FINISH CONCRETE 5. 14"SQUARE DEDICATION PLAQUE SET IN NATURAL BOULDER. BOULDER TOA OF PAVING ABUTTING BOULDER. 10. COMPACTED SUBGRADE 5. 6"WIDE SMOOTH TROWELED CONCRETE BANDING-TYPICAL SELECTED BY LANDSCAPE ARCHITECT.LETTERING SELECTED BY CITY OF RANCHO S. 12"SQ.SLUMPED BLOCK COLUMN w/SMOOTH TROWELED CONIC.BAND AROUND 3"CLR. EA. NOTE CIICAMONGA.SEE SECTION FOR DETAIL 13. ADJACENT CONSTRl1CTK>#I PLAN. -SEE DETAIL D.THIS SHEET WAY-TYP. 24 3/4"- 45°CHAMFER ENDS OF ALL WOOD 6. DEEP SCORE JOINT-TYPICAL NOTE: PLAN VIEW ENMY SIGNAGE SECTION NATE: MEMBERS- SEAL w/WATERPROOFING - COLOR AND FINISH OF EQUIP. BY LANDSCAPE ARCHITECT CONTRACTOR TO BOLT PICNIC TABLE AND TRASH RECEP.TO CONCRETE SLAB COLOR BY LANDSCAPE ARCHITECT PER MANUFACTURERS SPECS. ENTRY SIGNAGE ENTRY SIGNAGE - DETAIL SHELTERED PICNIC AREA TRELLIS SECTION ¢�� : � � � � PICNIC TABLE PAD SCALE: SCALE: '`'•' SCALE: SCALE.- SCALE: 2 6 1 8,-0" 3� . . . _ 9 . . . :: R : ._: EXERCISE EQUIPMENT SCHEDULE: . . . v 24 2 3 5 1 . MIN. q I 9 �. 6 P . 2 11 � STATION 'A' - STEP - UP 11 ; Landscape Structure #100062 II "' . . . 4 0". I I z .o I . . � . *MIN.'. . . . .' 6 TATI ' - LEGEND: 6 S ON B VERTICAL LADDER Landscape Structure #100060 1. PRECAST CONCRETE PICNIC TABLE#Q-LBT-PTS-8 ,o _z QUICK CRETE CORP., NORCO, CA. -909!737-6240 �} C' STATION 'C' - SIT-UP BENCH 2. PRECAST CONCRETE TRASH RECEPTACLE#TR-D3 io DURA ART STONE, FONTANA, CA. 909/350-9000 i 1 5 Landscape Structure #1 W058A 3 4 5 3. CHARCOAL BARBEQUE GRILL#210-X IRON MOUNTAIN FORGE,AVAILABLE FROM 1 1 a STATION 'D' - PULL-UP BAR PACIFIC DESIGN CONCEPTS. TEL : (800)367-7325. LEGEND: I - LEGEND: Landscape Structure #100061 A 4. RETARDANT FINISH CONCRETE PAVING " T-9" T-9" ' w/DIAGONAL SAWCUT PATTERN Q 5'o%. PER 1 1 � 1. PRECAST CONCRETE PICNIC TABLE MODEL#Q-LBT-PTS-B BY QUICK CRETE DETAIL B , SHEET-L-3 . . � -1 � • CORP. NORCO, CA. 909/737-6240 1. EXERCISE EQUIPMENT AND SIGNAGE- SEE EQUIP. SCHEDULE T 1 2. PRECAST CONCRETE TRASH RECEPTACLE#TR-D3 BY DURA ART STONE, 2. 6"x 6"CONCRETE MOWSTRIP wl CONTINUOUS#3 REBAR 5. 12" WIDE SMOOTH TROWELED CONCRETE FONTANA, CA. 909/350-9000 3. 3"THICK DECOMPOSED GRANITE PAVING-COLOR BANDING TYPICAL. PER DETAIL B , SHEETS . P.A. 3. CHARCOAL BARBECUE GRILL#210-X BY IRON MOUNTAIN FORGE ADOBE SUNSET-SOUTHWEST BOULDER, FALLBROOK, CA. AVAILABLE FROM: COAST RECREATION -949 / 553-8605. 1 1 AVAILABLE FROM: PACIFIC DESIGN CONCEPTS- 714/846-4885 800/540-1147 AND ALLOW 6-8 WEEK DELIVER LY. CONTRACTOR SHALL 6. DEEP SCORE JOINT TYPICAL 4. MEDIUM BROOM FINISH CONCRETE 4. CONCRETE WALKWAY-SEE CONSTRUCTION PLAN VERIFY WITH MANUFACTURERS REPRESENTATIVE (6-8 WEEK 1 P' 5. 6"WIDE SMOOTH TROWELED CONCRETE BANDING-TYPICAL 5. POLE LIGHTING -SEE ELECTRICAL PLAN DELIVERLY) TO INSURE DELIVER PROCESS. �. 3s-0"DIAMETER CHARLESTON(HEXAGON) 1 ` � 6. DEEP SCORE JOINT-TYPICAL 6. SET CONPACTED D.G. 3/8"ELOW EDGE OF CONCRETE SHELTER BY CLASSIC RECREATION I i SYSTEMS, INC. AVAILABLE FROM HANSON ♦ r0,9 HANDICAP A . : TYPICAL EXERCISE STATION I N � - ASSOCIATES, TEL (714)538-5876. ACCESS PAD O 4 STATION PAR COURSE 7 8. LIGHT STRUCTURE. PER ELECTRIC ENGINEER'S a PLAN • •. SCALE: SCALE: SCALE: - I o _z NOTE: v : COLO O ERSELECTED S AND IBY LANSCAPE SHES OF (ARCHITECT. • • •C EQUIPMENT F`^'S� : - JI LEGEND: P' : . .'.'.' v /SIL 1. 24"SQ. SLUMPED BLOCK(8X4X16) 8 4 34 5" PILASTER AROUND STEEL COLUMN zry FASCIA TILE ROQF tAS txfi 17'-2 1/2" - INSTALL#4 BAR @ EA. CORNER GROUP PICNIC SHELTER " TacercTlvE�s CELL AND GROUT SOLID 21 PLATE \` _ c �EJIT. � ; ' � � � 2. STEEL GAZEBO COLUMN w/BASE "I �'`•,, �L, C�+�\e 1 1 1 SCALE.- / O O` 3. INSTALL 4x4 HANDHOLE COVER @ % FACE OF PILASTER WHERE COL. ' HANDHOLE OCCURS ' ` 4. 5-#5 REBAR EACH WAY -TOP& / � z / % BOTTOM / % I 1 5. 1 -3/4"x14"ANCHOR BOLT w/12" ROOFING SYSTEM TO MATCH NEW M1D�'""' % 1 I EMBEDMENT RESTROOM BUILDING l�YES /� EDGE OF FASCIA TRIM % 6. FINISH SURFACE PER CONST. PLAN ve�rEa / % e 1 7 2500 PSI CONCRETE FOOTING 7A?COUJW R / % 8. COMPACTED SUBGRADE DESCRIPTION OF REVISION 'f DATE APPROVED (9.-- 7"z 7'COLUMNS w/ - CITY of RANCHO CUCAMONGA 1-ANCHOR BOLT PER COLUMN / o : o o _� ��' 2"X8"TiG DECK o.° �'o° °..' ❑ � BEAM EXTENSION CENTER OF STRUCTURE g � , \F .a:'-n p ?vr � a.• `� \ 4� % a' � �"" �"�'"� TERRA VISTA PARK #6 a ❑ o o:c o: 0 4. \ CUT rX r T&G yr BEYOND EXT.BFeAllll AT %% ® ❑ z"XrR.S. FAT TERRA VISTA PARKWAY EAST • / 3"CLR. SECTION 1"XrTRW CONSTRUCTION DETAILS `O / 4'43-SQUARE TYPICAL ` - - - - - - - - - - - � ORIPEDGETRIM APPROVED BY: DATE « q CITY ENGINEE RCE No .24 53 SHELTER PLAN VIEW SHELTER COLUMN DETAIL SHELTER COLUMN FOOTING SHELTER ROOF DESIGN ARCHITERRADE GN GROUP RECCMNEt\DED 00 DETAIL LH a. LANDSCAPE ARCHITECTURE SITE PLANNING SCALE: SCALE: SCALE- SCALE- DRAWN 10630 TOWN CENTER DR., STE. 128 SHEET LH RANCHO CUCAMONGA, CA 91730 L_4 (909)4842800 FAX: (909)4842802 CHECKED RLA NO.2834 DRAWING NO. RWK DATE 02/24/99 FILE No. 708'L SHEET OF ' V , 0=c'�`-"' LJ t t NOTE: 2 t 1. DRINKING FOUNTAIN IS TO BE HAWS MODEL 3150-ALL 2 PLUMBING IS TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATOINS AND PER LOCAL CODES. 2 2. SUMP IS TO BE LOCATED IN THE NEAREST SHRUB AREA � �• 2 4 12" i �4 12" MIN.OF 6-0%A MAX.OF 10'-0"FROM THE DRINKING FOUNTAIN. Q 3 2 1 LIIEM F _�a1 1. SEMWWUND ALUMINUM CAST CAP. 2. 13M•O.D.NOMINAL TOP RAIL. b 0 p • 1 7 5 4 4 0 Z<. 2'O.D.OD.LINE POSTS4141'O.C. WH. PIPE. t? 4. $GAUGE,r GALV.STEEL MESH.FABRIC SHALL NOT a �' O �° EXTEND OVER 1.49 TOP RAIL. ATTACH FABRIC TO POSTS 7r 4 i RAILS ON PLAYING FIELD SIDE ONLY,UNLESS OTHERWISE NOTED. 3 2 : S. TENSION WORE.(7 GA) LEGEND: r. ._-- -- ° � - - � - - - 1.r DIA.x 1r LONG PVC PIPE W/CAP. Q. LL-OEND: 12 �. r4"X tr CONCRETE FOOTING. » 7 8 7. TURF OR CONCRETE PAVING.PER CONSTRUCT1pN PLAN. 2.FILTER CLATH.(ALL SIDES) ._' B - � 1. 15"X20•X10•IRON MOUNTAIN FORGE MODEL 5 4 6 F�Fv�rhu � 3.DRAINUNE(SLOPE:1/PN MMIC). 4 020aX,210-X GRILL.,ADJUSTABLE ti a• Ei1CK0UST. - - LEGEND: � ROTATING(TRILL,PAINTED BLACK. AVAILABLE 4.PVC 11W TRAP. �- : =� LEGEND : ° THROUGH PACIFIC DESKTN CONCEPTS,INC. 8. 90%COMPACTED SUBGRADE. 1. MORTAR CAP. 5.3W ROCK. r=~'` 1D IWO)387-7325. 1. CONCRETE PAVING PER CONSTRUCTION PLAN. • 4 2. 6XSX16 T�G PRECISION BLOCK. 2. FULL SIZE(15 HIGH)PERMANENT BASEBALL BACKSTOP.STEELCRAFT MODEL! 5 _ 8.1S DIA.ANCHOR BOLTS EQUALLY 2' BBQ�� 1644 T.AVAILABLE FROM COAST RECREATION.TEL:(948)553-8085 3. FINISH GRADE. 18 SPACED ON A 9+'DIA.BC TYP.NPL. .--. ::�� 5 3 312"O.D.IRON PIPE,40•LONG,PAINTED 3 r THICK BRICK DUST. 8 4. PROPOSED CONCRETE FOOTING F:• NOTES: 7.FINISH GRADE. r:::= 7 BLACK.(4•SQUARE FOR MODEL 21Q-X) •ALL METAL TO BE HOT-0WPED GALVANIZED STEEL PER STRUCTURAL ENGINEER'S 4. 12'"WIDE 8"HIGH RAISED CURB BENEATH BACKSTOP. REPORT. 8.CONCRETE SLAB w/DEEPEND FOOTING AT MOUNTRNQ AREA. r ::=:r 16•+.-: J 4. CONCRETE PAVING,SEE CONSTRUCTION 5. S 3 REBAR CONTINUOUS. •CORNER OR END POSTS USE 3NO.D.GALVANIZED PIPE. 1r PLAN. 6. YOiL COMPACTED 3UB•GRADE 9 NOTE: X r REBAR. INSTALL PER MANUF. • WALL TO BE PROTO N CONSTRUCTION SPECIRCATIONS. TECHNIGIUE- a. /rX1r CONCRETE FOOTING. WATER FOUNTAIN SUMP BARBEQUE 7. a0%COAc� . BACKSTOP DETAIL CHAIN LINK FENCE PRECISION P ROTO 11 WALL � SCALE: � SCALE: SCALE: SCALE: r, r; SCALE: lBL',13�D Zr' 4 3 6 1. BASEBk_L BACKSTOP. 10 PER DETAIL G,SHEET L-5.. • _- CLEAR INSIDE - - 2. C THICK BROOM FNWSH ATE PAVING.PER I LEGEND: 2 DETAIL A,SIftTL,3. 7 • 1. 10"WIDE MUSHROOM CAP MATCH WALL COLOR). 1 1 AVAILABLE FROM ORCO BLOCK.TEL:(800)4738726 5 a DRIN KING ROUNTAIN.PER 4 1 + DETAIL A,SHEETI %D ' • ' ° r 1 r 1 2. Sx4x/6 CONCRETE SLUMP BLOCK. (COLOR 10 TO MATCH BLDG.)GROUT CELLS SOLID 3 1 4 O 4 LIGHTING STRUCTURE PER I I I I 2 I WHERE STEEL OCCURS. GROUT TO MATCH ELECTRIC ENGINEERS RNV. I ( I I SLUMP BLOCK COLOR. ■ I I w PUMP : 7 aA' S. 16 LONG ALUMINUM PLAYERS I I N^ I ENCLOSURE � � 3 3. SSENDS N FOOTING.4 REBAR VERTICAL®�� ALTERNATE 9 1 MOOfirLBA-15P.FROM 4 4 I i I I LANDSCAPESTRUCTURE 1 4. FINISH GRADE. f I 1 I I 5. 15"x18"CONTINUOUS 3 6 TEL:(949)5633W% BRICK DUST AT BACKSTOP BRICK DUST AT INFIELD CONCRETE FOOTING. b, 6. 6'-0''I-IIGFi CHAIN LINO FENCE 7 L - - - - J L - - - - J 6. W1.COMPACTED SUB-GRADE. i 1 7. 04 REBAR HORIZONTAL CONTINUOUS 0 4 3 PERDETAILQ,SHEET-L-5. 4 5 TOP,MIDDLE AND BOTTOM. 2 b�- 7. TRASH RECEPfAC1E PER 6 8. 04 REBAR HORIZONTAL CONTINUOUS. F DETAIL B,SHEET-L.-5. 5 1 9. 8•x B"CONCRETE BUMPER CURB. LEGEND: 1 2 b v o' p 10. SIM PSON POST BASE MODELS EPB-6 R=10'-0" 8 12"POLY FORM EXPANSION . 1. FINISH PLANTING OR TURF AREA. I LEGEND: JOINT.PER DETAILE,SHEET-L-3. 4 2. CONCRETE MOWSTRIP. INSTALL PER DETAIL d,SHEET fes. LEGEND: to a - �' 1. SLUMP BLOCK MASONRY WALL-SEE DETAIL I, THIS SHEET 9. SCORE LN�E.PER DETAIL E, 2. 6x6 SNS POST w/SIMPSON EPB66 12"LO �e SHEETS S.r OR 4•THICK LAYER OF'ANGEL Mux•(809,RED BRICK DUST,4o°r.curt 1. 8x4x16 SLUMP BLOCK WALL SEE DETAIL 1 , SHEET ( NG) INTO CORNER S AS SUPPLIED BY CORONA CLAY PHONE 1(909)277.2867. INSTALL IN 2. 6"THICK HEAVY BROOM FINISH CONCRETE FLOOR CELL OF MASONRY WALL-GROUT SOLID 10. BAT RACKS.STREETCRAFT MODg# (4)EQUAL LIFTS,COMPACT EACH LIFT. 3. BOOSTER PUMP UNIT-SEE IRRIGATION PLAN 3. DOUBLE 3x10 GRAB BEAMS EACH WAY- NOTCH 1"EACH WAY 4. 3/4"CRUSHED GRAVEL FLOOR - 6"THICK MIN. (PUMP SIDE ONLY) -BOLT @ EACH POST w/2-1/2•DIA. MACHINE BOLTS w/ BR-8.212'LONG CAPACITY IFI UP WASHERS AND NUT 8' TO BATS.FROM COAST RECREATION, 4' COMPACTED NATIVE SUB-GRADE. 5. GALVANIZED STEEL GATES- SEE DETAIL K, SHEET L-,5 . 8 LR. 6 INC_TEL:(9Q)5538%. 6. CONCRETE THRESHOLD AT PUMP SIDE. 4. 4x4 TRELLIS MEMBERS-EQUAL SPACE @ t12»o%-BOLT THRU 7. 6"X 6"CONCRETE BUMPER CURB. 18" INTO EACH GRAB BEAM w/1/Y DIA. LAG BOLTS-3/80 CHAMFER @ ALL ENDS. PLAYER'S REST AREA BRICK DUST ;k1 TRASH / PUMP ENCLOSURE ENCLOSURE WALL ., TRELLIS @ TRASH ENCLOSURE SCALE: SCALE: SCALE: SCALE: DOUBLE 4'-6"GATES@ TRASH ENCLOSURE SCALE: DOUBLE 3'-0•GATES @PUMP ENCLOSURE 1 RED COLOR CONCRETE FINISH 3 11 co y NATURAL COLOR CONCRETE FINISH o, --- i �� 2 � `' t � Oaca LEGEND: 1 EP SCORE LINE 7 5 2 6 1. C DIA.SCH.40 GALVANIZED STEEL PIPE, PAINTED YELLOW.. 4 2. FINISH GRADE. i J 3. tr SQ.CONCRETE FOOTING. �D: R� SON EXPANSION JOINT r � � 2 %�� a. �p 'I� 4. NATIVE SOIL. 1. BASKETBALL BACK80ARD AND POST MODEL# 3 00175-410 BY PORTER.AVAILABLE FROM . S. r Du►sLEfvE cAP. X000;0440 DESCRIPTION OF REVISION HANsoN Assocu►TF-s INCNc.TEL•(71N 53812Mi 3 WIDE PAINTED WHITE DATE APPROVED 10 8 $�C'P' g - a. LOCKIq HASP. �� 2. CONCRETE PAVING-SEE DETAIL g,SHEET_" - o 0 LEGEND: \\\ � v STRIPE s• ���. 4 3 . CITY of RANCHO CUCAMONGA 4 1r 1. SLUMP BLOCK MASONRY WALL_-SEE DETAIL 1 , SHEET L 5 4 90%COMPACTEDSUBGRADE p� 2. 3x3x1875 STEEL POST - WELD CAP AND GRIND SMOOTH. FILL POST w/CONCRETE. TERRA ATTACH TO WALL w/1/2"DIA.x 5"LAG BOLTS AND LEAD SHIELDS AT 12"o/c. - VISTA PARK #6 3. 22 GA. CORRUGATED METAL DECKING W/2"x2"x1/4•STEEL ANGLE GATE FRAME w/ AT DIAGONAL BRACING. SUBMIT SHOP DRAWINGS. o Iti '- Q 4. 3-3"x 3"HEAVY DUTY STANLEY BUTT HINGES-WELD TO POST AND GATE FRAME LOCK NOTE :CONTRACTOR TO SUPPLY MASTER LOCKS - TERRA VISTA PARKWAY EAST 5. 1"x 1/2•BAR STOCK DIAGONAL BRACING MODEL#�5-A383 KEYED ALIKE FOR BOLLARDS 6. 2- 1/2" DIA. GALV. STEEL STANLEY#11008 CANE BOLTS. ( MT. TO OUTSIZE OF GATE) AND BOOSTER PUMP GATES. 7. FINISH GRADE 8. CONCRETE SLAB w/DEEPENED FOOTING @ DROP CANES 4 12'-0» CONSTRUCTION DETAILS 9. 6"DEEP-3/4"GRAVEL FOR DRAINAGE b 10. 90%COMPACTED SUBGRADE APPROVED BY: DATE �/ 4 dr- 11. LOCKING HASP. 10'-0" 50'-0" 10'-0" • CITY ENGINEE RCE No ,24953 ENCLOSURE GATES �a REMOVABLE BOLLARD BASKETBALL DESIGN ARCHITERRADESG ROUP S ETBALL POST FOOTING BASKETBALL COURT STRIPING PLAN N LANDSCAPE ARCHITECTURE CTURE SCALE: SCALE- JMC " �,W,`•' SITE PLANNING SCALE: SCALE: DRAWN 10630 TOWN CENTER DR., STE. 128 SHEET JMC RANCHO CUCAMONGA, CA 91730 (909)484-2800 FAX: (909)484-2802 L-5 CHECKED DRAWING NO. RWK DATE 02/24/99 RLA NO. 2834 170 A -L. SHEET OF 1 J O 2 1 3 4 5 8" T 4 m*', *� '° 1" @ TURF �� Q 2" 0 SHRUBS LLJ o W �. z Lu - Z :2% MIN L PE' �j 6 ---- °.°v� TO DRAT - - - - - - - - - - '> > -= -= =-1-1'.3-.- -=_-__- -� y �� - _ _ - - --- 9 s to LANDSCAPE STRUCTURES --------------_-_-_-_-__-__-____ MODEL # 100105A - PERMALENE SIGN FOR - ` LANDSCAPE STRUCTURES - --- - - - - LEGEND: 2-5 YEARS OF AGE �� - - - - QUOTE # 1197320 A _ ' TOTAL ELEVATED PLAY COMPANENTS 10 1. CONCRETE BAND w/DEEP FOOTING - 1/2" RAD, TYP. ALL CONCRETE EDGES M - , -_s_ __- �,. ::.:._. 2. SILICA SAND#16 OR EOUAL , FREE OF ORGANIC MATTER AND SILTS 4'-0^' � f __- _-__-___ _ �=• ,�.- 12. - 3. EXPANSION JOINT w/THIOKOL BEAD PER CONSTRUCTION PLAN -_ .-_ -_ �. 4. CONCRETE PAVING PER CONSTRUCTION PLAN 5. FINISH GRADEo Sur. 4 - 6. #4 REBAR DOWEL IN SLIP SLEEVE C 24"o/c ,' CURB RAMP --_ ---_-- _-_--_ 7. #4 VERT. REBAR @ 30"o% AND 3 -#4 REBARS CONT. HORIZONTAL 1p r 6"DOWN TO 8. 4"ABS SDR 35 PERFORATED DRAIN PIPE - REFER TO ENG. PLAN �� v, �� PLAY SURFACE 9. CLASS 2 AGGREGATE w/PHILLIPS FIBER-SUPAC#4MP w/ 12"OVERLAP FOLD ,` �' -------- -- -------- 10. COMPACTED SUBGRADE ' - - ' - - _--_-_-_-_-: TOT LOT EDGE — • �_ _ _ _ _' _ _ — ____— SCALE.- N.T.S. j : - - - - - - - - - z s 4 s �< LANDSCAPE STRUCTURES '"� MODEL # 100106A - PERMALENE SIGN FOR - o. ° 5-12 YEARS OF AGE. '. LAYOUT • _ _ _ ___ __ _ �� --_-_ $�' 15. AXIS �1 - --------- - - - - - - _---_-_-_ - 2�• CURB RAMP - ----- 6"DOWN TO - - --=-------------- _-_---_�_�- g4il PLAY SURFACE NS LEGEND: - - - - o , 1.TOT LOT EDGE. SEE DETAIL A, THIS SHEET. 4's- `\ _-_-_-_- - -- :: s•3.::.: :::::::::::::: 2. EXPANSION JOINT. - - �-, 3. PLAYBOUND POURED-IN-PLACE SURFACING _ TO BE FLUSH w/CONCRETE EDGE. ` 4. PLAYBOUND BASE MAT LAYER. NOTE: \ _ 5. 45° MAX. k --_-_ - - - ---- -------- 1.TO INSURE PRODUCT WARRANTY, , `� �� LAND CAPE STRUCTURES _ __-_2�_'• _____- -_ - 6. SILICA SAND# 16 OR EQUAL. FREE OF ORGANIC CONTRACTOR IS TO PREP AND INSTALL - - - - - - - - - - - - - - QUOTE # 1197320 B _ _ _ _ _ _ _ _ _ _ _ _ z MATTER AND SILT. SURFACING PER MANUFACTURER'S , ��1 - -_ - - ------------- - . TOTAL ELEVATED PLAY COMPANENTS 10 7. #4 REBAR w/CARDBORD SLIP SLEEVE SPECIFICATIONS. . 0 24"O.C. 2.A MANUFACTURER'S REP.IS TO BE S. 4"THICK CONCRETE SUB BASE w/8"THICK PRESENT DURING INSTALLATION TO FOOTING EDGE AND KEYWAY. INSURE UNIFORMITY. O , 9. SATURATED&COMPACT SUBGRADE TO 90% PRIOR TO POURING PLAY SURFACE EDGE — — — — — — SCALE: N.T.S. TOT LOT EQUIPMENT LAYOUT �ak TOT LOT SURFACE LAYOUT � i SCALE: 1" = 10' SCALE: 1" = 10' SURFACING LEGEND: SOLID TERRA COTTA (RUBBER SURFACING) NOTE: DESCRIPTION OF REVISION 1. PRIOR TO ORDERING OR CONSTRUCTION OF PLAY DATE JAPPROVED EQUIPMENT, CONTRACTOR TO REVIEW EQUIPMENT -- - - - - - - CITY o f RANCHO C SPECS WITH MANUFACTURERS REPRESENTATIVE ---------------- SOLID TEAL TO INSURE THAT ALL EQUIPMENT MEETS CURRENT -= -=-=-=-= (RUBBER SURFACING) INDUSTRY STANDARDS, REGULATIONS AND TERRA VISTA PARK #6 SPECIFICATIONS. AT 2. ALLOW 6-8 WEEK DELIVERLY. CONTRACTOR SHALL MIN. 18" DEEP SILICA TERRA VISTA PARKWAY EAST VERIFY MANUFACTURERS REPRESENTATIVE TO INSURE SAND # 16 OR EQUAL DELIVER PROCESS. � FREE OF SILTS & ORGANIC MATTER. AVAILABLE FROM CITY PUN CHECK 3. PLEASE VERIFY ALL DIMENSIONS OF PLAY AREA : CONSTRUCTION DETAILS , CORRECTIONS McCLINTON MATERIALS ,�� �;,scgp TEL: (909) 735-9200 F ,,,,,� q APPROVED BY: A T E :uq SIZE, ORIENTATION, AND LOCATIONS OF ALL EXISTING �,. e.�, -..,�y, •��, r SEVERAL CHANGES HAVE BEEN MADE UTILITIES, EQUIPMENT, AND SITE FURNISHINGS, PRIOR SURFACING TO BE "PLAYBOUND" CITY E N G I N E E R CE N o .24953 TO TOT LOT PLAY STRUCTURE, RUBBER TO ORDERING. POURED-IN-PLACE SURFACING SYSTEM SURFACING AREA, WHICH CAUSED THE " 'r' DESIGN ARCHITERRA DEL GROUP CHANGE OF TOT LOT AREA LAYOUT. OVER CONCRETE BASE - PLAYBOUND -� —.�.. LH LANDSCAPE ARCHITECTURE SURFACE AVAILABLE FROM- r-60 SITE PLANNING COAST RECREATION, INC. z 10630 TOWN CENTER DR., STE. 128 2082 S.E. BRISTOL, SUITE 204 ri��� =moi DRAWN RANCHOCUCAMONGA, CA 91730 SHEET c y{ NEWPORT BEACH, CA. 92660 �t °°`° '���`�' LH (909)484-2800 FAX: (909)484-2802 "V 714 / 553-8065 F ��-F-C"'��`� CHECKED RLA NO. 2834 DRAWING NO. SCALE'. . SCALE: RWK 02/24/99 1709 -1. DATE FILE No. SHEET OF 1 IRRIGATION NOTES POINT OF CONNECTION NOTE: CONTROLLER NOTE: CONTRACTOR TO CONNECT TO NEW PROPOSED CONTRACTOR TO INSTALL(3)CALSENSE WALL MOUNTED CONTROLLERS,MODEL NO.ET-1-24-M,AND ET-1-16-M,W/SINGLE PHONE COMMUNICATION MODEM INSTALLED TO BE SHARED BY ALL 1. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED AREAS 3"DOMESTIC WATER METER BY CUCAMONGA CONTROLLERS LOCATE CONTROLLER WITHIN THE NEW RESTROOM BUILDING CONTRACTOR SHALL PROVIDE ONE(1)STAINLESS STEEL MOUNTING PANEL FOR EACH CONTROLLER CONTRACTOR COUNTY WATER DISTRICT.CONTRACTOR TO IN- SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO PROVIDE THREE(3)2"PVC CONTROL WIRE CONDUITS FROM CONTROLLER LOCATION TO OUTSIDE PLANTER WITH ALL NECESSARY ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS STALL A 3"REDUCED PRESSURE BACKFLOW DE- FITTINGS AND SWEEPS.REFER TO ELECTRICAL PLANS FOR 120 VOLT POWER SERVICE LOCATION FOR HOOK-UP OF AUTOMATIC CONTROLLERS COORDINATION OF FINAL HOOK-UP OF CONTROLLERS WHEREVER POSSIBLE. VICE,3-MASTER VALVES,3-FLOW SWITCHS AND SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR.FINAL LOCATION AND EXACT POSITION OF THE CONTROLLERS SHALL BE APPROVED BY THE CITY OF RANCHO CLICUAMONGA 4'AND 212" PVC MAINLINE AS SHOWN. PRIOR TO INSTALLATION. ALL CONTROLLERS SHALL BE EQUIPPED WITH MASTER VALVE AND PUMP RELAYS FOR BOOSTER PUMP OPERATION.ALL IRRIGATION SYSTEMS SHALL BE OPERATIONAL PRIOR TO CITY'S ACCEPTANCE OF PROJECT,CONTRACTOR SHALL COORDINATE CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE CITY AND A CALSENSE REPRESENTATIVE. 2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS EXISTING STATIC PRESSURE: 156-64 PSI CONTACT CITY PUBLIC WORKS INSPECTOR AND CALSENSE AT: WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE PRESSURE FROM PUMP: 43 PSI 2075 CORTE DEL NOGAL,SUITE P, CARLSBAD,CALIFORNIA,(619)436-0525 SYSTEM DESIGN PRESSURE: 102 PSI EXISTING TERRA VISTA ELEMENTARY SCHOOL DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S MAXIMUM G.P.M.DEMAND: 150 GPM AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT NOTE:THIS IRRIGATION SYSTEM IS CONTROLLED SEE PUMP DETAIL ON DETAIL SHEETPERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS BY IRRIGATION BOOSTER PUMP.SEE DETAILS FOR /---/ „ LIMIT OF WOR 11" LIMIT OF WORK NECESSARY. ,trr r -� //// ////////I/I///////I///////////////////!////I/IIIA/////II/III/////IIIII/II/IIIII/I/////////f////////////////1//////////////////////////////////////////IIIIIIIIIIII/ALALIA///////I/////� ADDITIONAL INFORMATION. , 7- - - -- - - - _ , 1 , yq• 3N" yr 314" y4" y4" y 1 /4 + "" yq y� yq _ y` X4 3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH POINT O 31q" yr �q" -•---� t� •_ -3--J--l----�� -f-t _ �_ _ L-l- -�-•_! _ • 3,r„" --�-t- �1 i CONNECTION WITH MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION CONTRACTOR SHALL �3W 4L3�' �n �r �r *Z�v. - - 4'8 7 t-- '- 3 - ' �,� �1. ;t� I VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION TO OWNER'S CONSTRUCTION ;l" t y4" 3i4 3�0 do iC ,• o-�•'= - - - -�- - - - - - =Iff �- - 3N - �" 10;.Lff "= - - - � r ui 314" REPRESENTATIVE. A 3w• 00 3w• 1' ,• aw• \ r y„• �„ -"' ,,.-'t.`m 1 SC 6C 7C PC 10C 11C 12C \ i ,,.• 4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF 31f 1 3" 2. r 3I4 ' 176 186 ' u4" WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, CURBS, ETC. 1 i;�' �:. �- '" >wr ♦ or 3W 1 � '" � HE SHALL COORDINATE ALL HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER 1 %;1; I z,a�`1 B 1 '' '"• ""' '114• +�' fit• +� o®o y� / SUB-CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER r ,1, ----_4 - 1 2C 7 O O O O O ♦ O � / �+� t• �' ROADS, PAVING AND STRUCTURES. 111 �' \ 1 1 I 1 q /J� 5. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER, AND BACKFLOW 3001' y.- z 1 , PREVENTER TO BE OF MATERIAL REQUIRED BY CURRENT WATER DISTRICT. I \ 3" o®o J� / 6. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW i �' • �` �. �, ++K &W 3W PREVENTION DEVICE SHALL BE APPROVED BY THE CITY'S AND OWNER'S Tr­1 1 3W -� -�1, 1 'h 2„� y O 0 O O O� O \ aw j REPRESENTATIVE, AND/OR LANDSCAPE ARCHITECT, WHERE APPLICABLE. �tn►A+ ' 1 -� ��1 , 1 1 ,• "' \ 19C 3w• ` 7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE IRRIGATION CONTRACTOR ' 1 1 ,,,r II 3"• y4 ^�j SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF W. 1 }3/4' r ,. sAr / SUFFICIENT SIZE UNDER ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL OF THE ,/'•� OWNER'S REPRESENTATIVE, IF REQUIRED TO OPERATE SYSTEMS. 1A % 1 / 14- � �• ' t tw• 1 tw• t• y.• \ 6C ,► 1 � , „. „r -� p-� p { p p a y4, \ r 4� 8. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR 1 1 r -�- -��1 y" �r \ 15C /�� MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, STREETS, AND Q j 1 1 1 y4' ,+w• 1r! \ , BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST 446_4prz " ' '"• \ '' NOZZLE RADIUS TO FIT UNUSUAL SITE CONDITIONS FOR APPROVAL PURPOSES AT NO �_, 1 1„ f i r •�00p, EXTRA CHARGE. CALL LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE FOR ANY y4• I 314• 1 / '. / COVERAGE TESTS. 114" "�. 1 r-� 1 �- ' �',' 14" 3W I I Iw I Iw 1• �"'` 3N• /14C / .�° 9. QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE SPECIFICATIONS. / r y4. 2, A���,"•-•� O j O O O 1 O l O O 11M' 3, /�/ .�f W. 10. CLEAN-UP ON A DAILY BASIS PER OWNER'S REPRESENTATIVE'S APPROVAL. �� q• " l .• O y'" sw -I� ,. Q._ ------.. `3w• ,w 3w' '• /�. O�Cv_ IRRIGATION LEGEND r i I7, O iMl' 1 % L y4 ,' ' a1r t. " �� `\X� t• '{ ^ y4 J ��� MM MANUF ,IURER MODEL NUMBER DESCRIPTIO, ,RADIUS G_P,M_ P sl ,•..� i ; , , T a y� ;; B 3" y' ��~ ,• ,• - ,. ,,,• * 39 3" / h- RAINBIRD 1812-SAM-PRS-80 POP-UP SPRAY HEAD 8' .40 30 sw O 311" 3W 11w •.- RAINBIRD 1812-SAM-PRS-ST POP-UP SPRAY HEAD 8' .50 30 / 111 I I 1 1" 4 11 f �p I � 1, 1 O >rw r 't ,' • RAINBIRD 1812-SAM-PRS-8H POP-UP SPRAY HEAD 8' .80 30 Li. RAINBIRD 1812-SAM-PRS-8F POP-UP SPRAY HEAD 8' 1.60 30 W Od / 11/4" __ _ , / ® ,,� `�,' \ `` I / " y'" �} RAINBIRD 1812-SAM-PRS-8VAN POP-UP SPRAY HEAD 8' .70 30 r' 3N' / ,yti 3/4" - � 314• ,. 1" � „N" •c,yr. 1 3W \ y4" �• Jt "�1N' ® 4" 1 i/P 11N" 2" 120 'Y `♦ ''� 11N` LVA A/ 7/ % / / / W RAINBIRD 1812-SAM-PRS-100 POP-UP SPRAY HEAD 10' .40 30 J / % 1 1,re 314. 11B ,"� 2112• + /�- / O `� �� ♦ ` V RAINBIRD 1812-SAM-PRS-10H POP-UP SPRAY HEAD 10' .80 30 q� 2A IO % r O \ A I 148 '' r 314" •/� 31r \ 1 tx• 1114, �2tn. % 1,rr j i�217 4' 3r4 r b, 188 '1M / ` y`"/� RAINBIRD 1812-SAM-PRS-10T POP-UP SPRAY HEAD 10' .50 30 3N' 14• , � z r ` O-- 0--_L- 3" Fri+w 15A y4 ��� RAINBIRD 1812-SAM-PRS•10F POP-UP SPRAY HEAD 10' 1.60 30 RAINBIRD 1812-SAM-PRS-120 POP-UP SPRAY HEAD 10' 0.70 30 yr( „Ir i8 r \ � ' " �' z / / RAINBIRD 1812-SAM-PRS-12H POP-UP SPRAY HEAD 12' 1.30 30 i 1 % 3A 1 z• 3w` i`21n' 1 ++ 34' �f/•1 y4 RAINBIRD 1812-SAM-PRS-12T POP-UP SPRAY HEAD 12' 90 30 3w , ` o 1 O RAINBIRD 1812-SAM-PRS-12F POP-UP SPRAY HEAD 17 2.80 30 IL %a- 3w• \ �I 4 •• \ 1wz� y, i' RAINBIRD 1812-SAM-PRS-150 POP-UP SPRAY HEAD 15' 90 30 % 3w" `� r � " ♦ IAB O 3M ♦♦ RAINBIRD 1812-SAM-PRS-15H POP-UP SPRAY HEAD 15' 1.90 30 �' oo O 3w \ O ,• i / OTES: r o• 1 � y4 r � y \ RAINBIRD 1812-SAM-PRS-15T POP-UP SPRAY HEAD 15' 1.20 30 1 1 W �+ �x+rr ,.I 21?� ,• / 1. CONTRACTOR TO INSTALL PCS SCREENS IN ALL 1800 SERIES HEADS WHEREVER REQUIRED TO ADJUST THE RADIUS TO 1 '"' 3M ,• 3W PROVIDE 100%COVERAGE AND TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. a RAINBIRD 1812-SAM-PRS-15F POP-UP SPRAY HEAD 15' 3.70 30 L '• 1 6B sw" Y4_ RAINBIRD 1812-SAM-PRS-I5VAN POP-UP SPRAY HEAD 15' .90 30 113wt• 1 y4• 11wt• ♦ 2. LANDSCAPE CONTRACTOR SHALL PROVIDE PROPER ARC RADIUS TO FIT LANDSCAPE AREA AND f '"' ®o �• 3N• 1� , o/moo t t �,7�� y ADJUST STREAM ROTOR HEADS TO PROVIDE 100%COVERAGE I7 RAINBIRD 1812-SAM-PRS-I5EST POP-UP SPRAY HEAD 4X15' .80 30 '11 1 4 �y,J. y4 60 p3; OQ� EQUIPMENT B RAINBIRD 1812-SAM-PRS-I5SST POP-UP SPRAY HEAD 4X30' 1.20 30 ' 1 IV yr O ' 1 3w_1 ," ""• / / • RAINBIRD 1806-SAM-PRS-PA-80/1300 BUBBLER FLOOD 1.70 30 3M t t 1 ''"' �' ® 12A ♦♦ C♦� ♦ ®®o �� �M PRDPOSED 3"DOMESTIC WATER METER BY OTHERS(SEE STREAM ROTORS aw• t o do Q `�'� ax, '� i v,• ""' ""• 1 fA / `�� ENGINEERS WATER IMPROVEMENT PLANS FOR EXACT LOCATION)1 iM ' ,Irr �• , y4• r 3N• I ,,2t� � � � r i HUNTER 1-2D-ADV-6.0 STREAM ROTOR 43' 4.9 40 "• ' \\ 3,." "' V � d 3W 1 � ' H WATTS 403-RT-RW LINE-SIZE GATE VALVE HUNTER PGM-06-A-V-1.0 TURF STREAM ROTOR 15-21' 1.0 40 ` Ur ' \ • / 31M 3N" ' ♦ ` Q FEBCO 825-Y-BV-2.00 3'REDUCED PRESSURE BACKFLOW DEVIL �j HUNTER PGM-06-A-V-1.5 TURF STREAM ROTOR 16-24' 1.5 40 % + ®®o awr '" a ,1w '" &V401 / FEBCO 650-4326 3"CAST IRON WYE STRAINER W/40 MESH STAINLESS SCREEN HUNTER PGM-06-A-V-2.0 TURF STREAM ROTOR 20'-27' 2.0 40 i 3 „�. ♦ 1- 01 top /4 , RAINBIRD EFB-CP-PRS-B ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN O HUNTER PGM-06-A-V-3.0 TURF STREAM ROTOR 23-30' 3.0 40 r ' 3w % 'w � 01 3H• � HUNTER I-20-ADV-1.0 TURF STREAM ROTOR 24'-31' 1.00 40 SUPERIOR 3100 SERIES 1 1/7 NORMALLY OPEN ELECTRIC GLOBE MASTER VALVE 7A #A a 0 CALSENSE ET1-24-M 24-STATION WALL MOUNTED CONTROLLER W/SHARED 49 � HUNTER I-20•ADV-2.0 TURF STREAM ROTOR 3T-35 1.80 40 ' - „". ♦r �- i 314 ` 314` ,. r PHONE COMMUNICATIONS MODEM LOCATED IN NEW HUNTER 1-20-ADV-3.0 TURF STREAM ROTOR 28'-38' 2.40 40 �1 �? ""• "? r ` RESTROOM BUILDING ELECTRICAL ROOM. O HUNTER 1-20-ADV-4.0 TURF STREAM ROTOR 30'-40' 3.70 40 wft &V CALSENSE ETI-16-M 16-STATION WALL MOUNTED ELECTRIC CONTROLLER HUNTER PGP-ADV-5 TURF STREAM ROTOR 27"-35 1.80 40 '`� _ `~~ +• �, 21ap N' W/SHARED PHONE COMMUNICATIONS MODEM HUNTER PGP-ADV-8 TURF STREAM ROTOR 30'-40' 3.70 40/iii4i ~ 1 1"" 1 ~ r O 9w" 1M 01 CALSENSE ETI-24-M 24-STATION WALL MOUNTED ELECTRIC CONTROLLER x --/./,/, � +• � �, V HUNTER PGP-ADV-8 TURF STREAM ROTOR 3(Y-40' 3.70 40 - ---�� W/SHARED PHONE COMMUNICATION MODEM Wpm ""�-wt►,�� '1 � -�� ,,• � "� O HUNTER PGP-ADV- 10 TURF STREAM ROTOR 341-45' 6.00 40 CALSENSE FM-1.25-8 BRASS FLOW METER(DATA INDUSTRIAL)SUPPLIED BY CALSENSE Ali L'M11 OF'W f //„/,�/ 4" - RAIN&RD NON-POTABLE QUICK COUPLER VALVE @ 150'0.C. W/4 KEYS TOTAL --t - 33DNP W/33DK 14 RK �� ------ APPROVED CL.315 PVC PVC MAINLINE, SIZE AS SHOWN, MIN.COVER 18";USE CL.315 �� PVC FOR 7 AND LARGER. APPROVED SCH.40 PVC LATERAL UNE,SIZE AS SHOWN,MIN.COVER 17 CONTROLLER W CONTROLLF/'B' CONTROLLER'C' APPROVED SCH.40 PVC SLEEVES, SIZED 21/2 X LARGER THAN PIPE TO BE INSERTED, 1a 7a 24 1B UNLESS OTHERWISE NOTED DESCRIPTION OF REVISION DATE APPROVED 44 30 13B zs 1 7 13C 35 19C .� APPROVED SCH.40 PVC WIRE SLEEVE,SIZE AS REARED UNLESS OTHERWISE NOTED CITY o f RANCHO C 1/2" 1 1/7" " 1702 2976 4896 1684 7118 1 1/7 " 1 1/2" 2" 1 1/7" 1 1/2" 1451 1560 2" CITY PLAN CHECK 1718 1594 2976 2 QCORRECTIONS JAF 10-08-99 2a 37 14A 30 2B 88 32 14B 19 8C 36 14C 37 NIC SEVERAL CHANGES HAVE BEEN MADE ,,. ,... ._ TERRA VISTA PARK # 6 TO HEAD LAYOUT,TYPE OF HEADS 1/2" 1110 1 1/7" 7468 1 1/7" 2976 1" 180 1 1/7" 2976 1 1/4" 2976 2" 1811 1 1�" 7118 112" 1646 1 " WHICH CAUSED THE VALVE G.P.M TO VALVE SIZING K E Y 511 NpSCApF + ! i AT CHANGE.ALSO THERE WERE CHANGES TO THE CONTROLLER CALLOUTS ANDKivu M �Q LEGEND3A 4 9a 47 1sa 37 3B A8 1 33 21c 24 TERRA VISTA PARKWAY EAST �12 " „ N �12 �12" �12 NVALVE #� 1 10�- GPM1627 ? 6051 ? 1242 2 1682 1 1/2 2976 i1331 7118 11518 1 1/4 1050 -- ARCHITECTURE IRRIGATION PLAN VALVE SIZE �4 SQUARE FOOTAGE OF VALVE , Under round Service Alert . °- SITE PLANNING 9 4a 40 1sa 46 30 32 3s 16C 0=' 10630 Town C4n4rD Surtq ,26 APPROVED BY: DATE << Rancho Cucamonga CA 91730 de /� %1 1/7" 7468 2" 1753 11/7" , 1 " 404 1 1/2" 2976 1�121331 1/7" 7118 \4.!/2 1601 PLAN CROSS REFERENCES �rglF °"' ����`� tax 9`9 9'2800 802 CITY ENGINEERu RCE No . 24953 Call: TOLL FREE OF CALF R" K umwi° A. .v 0291,51N 1c♦446 DESIGN sa 11A 3s 56 11B 29 45 40 17C 37 FOR NOTES AND LEGENDS, SEE SHEET L-7 ,Z. JAF ARCHITERRA DESIGN GROUP 2" 5970 1/7" 7468 ?" 2187 i 1/2" 2976 2" 7118 2" 1286 1 V2" 7073 FOR DETAILS, SEE SHEET L-8 & 9 P� LANDSCAPE ARCHITECTURE �( 1 -800 FOR SPECIFICATIONS, SEE SHEET L-11 �O DRAWN SITE PLANNING SHEET FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 JAF 10630 TOWN CENTER DR., STE. 128 L-7 422-4133 t6A 49 34 1212B 31 36 12C 45 30 RANCHO CucAMONGA, CA 91730 GF FOR CORRESPONDING PLANTING PLAN SEE SHEET L-10 0 )484-2800 FAX: (909)484-2802 2" 5970 11/2 1906 1 " 177 1 1/7" 4896 �1217118 2" 71 i8 11/7" 998 „ CHECKED DRAW _G NO. TWO WORKING DAYS BEFORE YOU DIG SCALE: 1" = 30 RWK DATE 02/24/99 RLA NO.2F134 L SHEET OF i_ 1 STIICING BOK mc-40-AL HP LOW PREVENTER ENCLOSURE ASSEMBLY 0 NIPPLE.TYPICAL 1 2 (4)PSS � " r � � -. � � � � WHITE 1 IN LAWN AREAS 3"IN PLANT BEDS I BLUE P-UP TURF HEAD BODY SET TO * I I NIPPLE 1/4•ABOVE FINISH 011ADE THICK X tY MOE EPDXY FILLED WISH GRADE i CONCRETE PAD(LENGTH VARIES RED 'SNAP-TITE" WATERPROOF PASS WYE STRAINER Z PER SIZEAMANUFACTURER) BLACK SPECIFIED DEPTH WITH CONNECTOR OR EQUAL TO SPRINKLER-ANGLE PIPE TO WITH 60 MESH :o I SLOPE TO DRAIN AT WN IM 2% PIG TAIL EXPANSION BCH 40 PVC MALE ADAPT4OR ELLS _ MONEL SCREEN IRRIGATION CONTROLLER LOOP (MIN. 24' LONG) i FINISH GRADE w BCH W PVC UNION 'SNAP-TITE•WATERPROOF T ID 3 UNION11 PVC SLEEVE BRASS 011 PVC NIPPLE CONNECTORS OR EQUAL f N •�• �� _• REQUIRED FOR PLASTIC VALVE BOX(CARSON OR WATERPROOF ALL ELECTRIC CONTROL VALVE .. j PIPE THROUGH EQUAL)WITH DTIC CRATED WIRE CONNECTORS ac PLASTIC VALVE BOX CONCRETE PAD LOCKING UD. PLACE AT GRADE IN �[ z MARKED'IRRIGATION RCV' IPPLE - TYPICAL TURF AREAS AND TABOVE IN �' o (CARSON OR EQUAL) ETCHED WITH CONTROLLER (2) PLACES PLANT BED. =v AND VALVE SEQUENCE 4ji FROM WATER SOURCE 1. FINISH GRADE 111 CH 40 PVC MALE BCN BO PVC NIPPLE 00%COMPACTION I I- ADAPTOR PIG TAIL EXPANSION be 3kc WHITE IMINIMUM r Law) b REQUIRED _ LOOP (MIN. 24 LONG) bc SIDEWALK r (COMM ) -'� MOISTURE TO METERSENSOFLOW- BLUE UF 14WHERE BCH BB NIPPLE•B•LONG BCH 40 PVC LEGEND: LINE TO SYSTEMS WIRES 3 REQUIRED TXTW ELL 1. ROUND PLASTIC VALVE BOX COVER MARKED'IRRIGATION GATE'. ELBOW REO POO TAIL EXPANSION MAIILEX N'STREET ELL USE CHRISTY FL8 BOX&FM NIL LID MASTER CONTROL S OR EQUAL. TYPICAL(4) PLACES BLACK VALVE FLOW AN. BRASS(MIN. •: LOOP) LONG) �" I NGLLEE L l RIGID PIPE AND RELATED FITTINGS SHALL BE PER VALVE w/UN10N 2. FSH GRADE. CUCAMONGA COUNTY WATER DISTRICT STANDARDS. „nW., _ CR WASHED INI 3. GATE VALVE-SEE IRRIGATION LEGEND FOR MODELAI. CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO �'" FLOW METER NOTE ; CRWASHED AGGREGATE MARLEX W Ell CONSTRUCTION. DIAMETER CONTRACTOR TO INSTALL �` 6 NON-PRESSURE 4. 3W WASHED CRUSHED AGGREGATE BASE. SAME SIZE AS SCOTCH LOK EPDXY FILLED BCH 80 NOTES: CONNECTORS FOR ALL FLAW CONTROL a COMMON WIRES LATERAL I Ilw !s. BCH,40 PVC MALE ADAPTORS. 1, INSTALL p�LOCAL CODES, DIAMETER SAME SIZE FLOW METER SENSOR WIRE CONNECTIONS. NON►REBsuRE LATERAL LINE AS FLOW METER SIZE SIZE INSTALL SCOTCH LOKS 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24•FROM ANY IMMEDIATLEY AFTER STRUCTURES OR HARDSCAPING. INSTALUNG FLOW SENSOR. NOTE: NOTE: 3. WHEN UNIT IS NEXT TO A STRUCTURE(I.E.WALL,BUILDING,ETC.) ND 1.LOCATE MEAD r TO 4'FROM WALKS.CURBS.NARDSCAPING,MOW STRIPS, EN MOUNT TEST COCKS ON OPOR SIDE. MINIMUM DISTANCE DOWNSTREAM OF BRASS N1PPl AEDGES OF LAWN. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4, ORIENT UNIT PARALLEL TO STREET. UNINTERRUPTED PIPE (5X DIAMETER BCH 40 PVC CXSXT TEE PRESSURE SUPPLY LINE 2.USE TEFLON TAPE ON ALL MALE THREADS. b. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. OF FLOW METER SIZE) NOTES: 0. DUI EM FITTINGS ARE REQUIRED FOR CONNECTIONS OF MINIMUM DISTANCE UPSTREAM OF 1.INSTAUVALVESCONTROLVALNT EDS "OFWHEREVER R POSSBLENE TI TO SIDEWALKS. Ki' B. OMPEI MATINS WITFEATURE INTERNAL CHECK VALVE AND PRESSURE 2 INSTALL VALVES W PLANT BEDS WHEREVER POSSIBLE NEXT TO SOEWALXS. COWENBATI/q FEATURE AS PER THE IRRIGATION PLAN. DISIMILAR METALS. UNINTERRUPTED PIPE (10X DIAMETER S.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURE ORHARDBcwwNG. 7. VALVE PER STD.SIB REQUIREDC BEFOBACKFLOW PREVEfTER OF FLOW METER SIZE) 4.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 1.NEAR CONNECTN)N AT BOTTOM INLET ONLY. RE WHEN MAINLINE IS 3'OR LARGER. •ATTACH PLASTIC 0WIF1CAT10N TAG"I TH APPROPRMWE OONFROLLER AND VALVE MILAWA. LINE SIZE GATE VALVE R/P BACKFLOW DEVICE FLOW METER/MASTER VALVE REMOTE CONTROL VALVE 4 POP-UP TURF SPRAY HEAD is SCALE: SCALE: SCALE: SCALE: SCALE: HARDSCAPING(SEE NOTE 4) { FINISH GRADE HI-POP SHRUB HEAD BODY SET TO I AS REQUIPED I I II IN'ABOVE FINISH GRADE r I I I I r l ( 11111111"'''"' MULCH FINISH GRADE LEGEND: - 1. INTERIOR WALL-MOUNTED CONTROLLER PER PLAN. - I I = CLEAN BACKFILL SEE ! p 1 LEGEND: - - 1 ATTACH TO WALL WITH 1TK"LAG BOLTS i LEAD SHIELDS. SPECS. FOR MATERIAL. II_ WIRE 0 %COMPACT" REQUIRED-� 2. CONTROL SLEEVE FROM CONTROLER I. POP-UP TURF ROTOR. TO OUTSIDE AE bR l 2. FINISI GRADE. - 3. FINISH FLOOR. PROVIDE A MIN.OF SAND tSOD I I I I 0 4 0- 4. WEATHER TITE J-BOX. I I _ BEDDING AND SHADDING LATERAL ATNON-PRESSURE �.M� 3. OCH.00 PVC NIPPLE(1rHL 4'LONG). O H } 1- . . . . . . . . . . . . . . . . . . . . . . . 5. SWEEP Ell a 4. BCH.40 PVC TXT IV ELL -I i ( . . . . . . ................ . . . . . .• . . . • . . • I I� • 8. SWEEP ELL TO 110 VOLT POWER SOURCE. POWER I 3 b. MARLEX00'STREETELL SUPPLY TOCONITROLlERNiFINAL HOOK-11PBYOWNER. ••••.-••.-•••-•- I I- CLEAN BACKFILL- �. 8 7. LOW VOLTAGE CONTROL.WIRES TO REMOTE CONTROL 1-I CONTROL WIRE SLEEVE BOK COMPACTION 4 0. ANTI-DRAIN VALVE AS REQUIRED. VALVES. I I _ - . • . . SIZE PER PLAN. INSTALL PRESSURE SUPPLY LME S. BUILDING OR MASONRY WALL. I (� I I_ ADJACENT TO PRESSURE 7. MARLEX Or STREET ELL •3 . . . . . . . . . . . . . . . BCH 40 PRESSURE SUPPLY LINE 1: SUPPLY LINE B. PVC SCH.40 CONTROL WIRE SLEEVE FOR MASTER VALVE I I _I I I8. NONPRESSURE LATERAL LME i FITTING. w►alEx W W°°STREET LL STREETEET FROM CONTROLLER TO MASTER VALVE LOCATION.ELL SLEEVE - SIZE TWICE CONTROL WIRES MIN-2'OF CLEAN EARTH 0. BCH.80 PVC NIPPLE,TYPICAL M PLACES. LATERAL FITTING MARLEX W STREET ELL • I I� I I J ^ NON-PRESSURE LATERAL LINE 'aTf1 �i� DIAMETER OF PRESSURE V ' I SUPPLY LINE. TYPICAL(2)PLACES �6'TVP.� NOTES; ANTI-DRAIN VALVE AS REQUIRED 8 7 8 5 NON-PRESSURE LATERAL 1. BELOW PAVED AREAS A L41ML W OF 6"LAYER OF CLEAN FILL SMD SHALL BE NOTES: 7INSTALLED ABOVE AND BELOW PIPING. 1.LOCATE HEAD 7TOE'FROM WALKS,CLMI�,IIMDSCANING.YOIWfTRIPs, LINE SLEEVE - SIZE TWICE ` AND EDGES OF LAWN. DIAMETER OF NON-PRESSURE 2• PROVIDE MINIMUM COVER OF 24"ON PRESSLAE SUPPLY UNES 3'AND LARGER. xv • LOCATE HEAD 7 FROM WALKS,CURBS, I USE TEFLON TAPE ON ALL MALE THREADS. NOTES: LATERAL LINE \ HARD8CAPMNG,MOW STRIP,HEADER BOARD, S.SISTALi HEADS WITH INTERNAL CHECK VALVE AND PREBBURE COMPENSATING 1. ALL SLEEVES TO BE SCH.40 PVC. 3. WHEN USING RECLAIMED WATER,MAINTAIN MINIMUM 1d HORIZONTAL SEPARATION L EDGE OF LAWN. FEATURE AS PER THE R91GATION PLAN • l HEAD CONNECTION AT BOTTOM INLET ONLY. 2. EXTEND ALL SLEEVES 12'BEYOND EDGE OF HAROSCAPMIG AT BOTH ENDS. BETWEEN POTABLE AND RECLAIMED PRESSURE UNES. WFERE LINES CROSS, • LOCATE HEAD 12'FROM ALL STRUCTURES. 6 4. PIPING UNDER 3. ROUTE SLEEVING AVBIIENT SUSCEPTIBLE TO TRAFFIC LOADS. REFER TO CITY WATER UNE.VIDE PVC SLEEVE FOR POTABLE UNE MINIMUM:S EACH SDE OF RECLAIMED STD.NO.120(24"MMI.TO 31!MAX.DEPTH TO TOP OF POPE BELOW 4. BUNDLE WIRES WITH TAPE EVERY U7. • USE TEFLON TAPE ON ALL MALE THREADS. 9 STRUCTURAL SECTION). p 411 TURF STREAM ROTOR w 12 HI-POP SHRUB HEAD ���WALL MT. ELECTRIC CONTROLLER SLEEVING , TRENCHING SCALE: SCALE: SCALE: SCALE: SCALE: 'SNAP-TITE"WATERPROOF / \ ,�'���V� �. C! • B,,: CONNECTOR OR EQUAL FOR/0000, NOW FLOW SENSOR CONNEC- -� �• _" LANDSCAPE RAIN B - NSSERVICE LOOP LOOP RUBBER CAP SUPPLY ONE KEY ARCHITECTURE ENOUGH WIRE TO EXTEND WIRE PER 12 QCV'8 INCLUDING HOSE BUNDLE 6' ABOVE GRADE) II SWIVELS. \j., STRUCTURE �, o.L. �� SITE PLANNING SPLICE BOX COVER WITH HAADSCAPING r C `�0 10630 Tow Center Dr Suite 128 LOCKING TOP ETCHED M.S.' FINISH GRADE - INSTALL I ��C�r �w (909 Cucamon CA 91730 18091 a8a-2800 PLANTER BED ONLY. LEGEND: ro. 19o9I aea-2502 t8�. MAXIMUM 2 t ..� CA Lc02934AZ�N 29115 1U LC.446 1 1 1. PLASTIC VALVE BOJ( 3'IN PLANTER AREAS �� �"- �•�;�� 10,10 �• L Ur STAINLESS STEEL HOBECLAMP.3REOLl�D. 3. QUI K COUPUNG YALVE. TOP OF YALVE&VA l SCH 40 BRASS NIPPLE 12• 111111=111111 -1111' BE 2•BELOW VALVE Box COVER. SCH 40 BRASS 900 ELL - 4. GALVANIZED NIPPLE,LEN67H AS REQNfED. g SCH 40 BRASS 000 STREET ELL 12 i2' X /M GREEN PLASTIC METER STAINLESS STEEL z S. PREBSURE SUPPLY LIE. BOX, CARSON OR EQUAL SCH 4o BRASS NIPPLE SCREW CLAMP DESCRIPTION O F REVISION DATE APPROVED 24" LONG MINIMUM (3) PLACES 5 t PR LINE FITTING. L J CITY of RANCHO CUCAMONGA SCH 110 PVC 00•STREET ELL #4 REBAR STAKE 'o • o • • • - 7. GALV.00 DCS STRffT BL �A. 124•LONG) h4 '7 o ' .. ° S. GALV.NIPPLE 1818TH AS REQtIMi®. INA • • • • 0. NI4 STAKES um. TERRA VISTA PARK # 6 t 10.GALV.00 DEGREE STREET ELL AT TERRA VISTA PARKWAY EAST 11.GALV.00 DEGREE ELL 12.PEA GRAVEL 2 CUBIC FEET MIN. 24VOLT WIRES. TAPED AND tt 10 B B 7 0 BUNDLED AT 16 FT. INTERVALS NOTEIRRIGATION DETAILS PRESSURE SUPPLY PLACE PEA GRAVEL PRIOR TO INSTALLATION 2 CU. FT. PEA GRAVEL LINE FITTING v OF VALVE BOX. APPROVED BY: DATE, k :K T PRESSURE SUPPLY LINE CITY ENGINEE RCE No . 24953 DESIGN AACHISCPERCNGR�UPCONCRETE THRUST BLOCKS QUICK COUPLER-SHRUB AREA QUICK COUPLER-TURF AREA JAF LANDSCAPE HTECuR24 VOLT SPICE BOX NEED SITE PLANNING roar..,, •,•w,.,. SCALE: SCALE: SCALE: SCALE: D RAW N 10830 TOWN CENTER DR., STE. 128 SHEET JAF RANCHO CUCAMONGA, CA 91730 L-8 (806)484-28M FAX: (908)484.2802 CHECKED DRAWING NO. RWK DATE 2-24-99 RLA NO. 2834 O SHEET OF 1 1 PROJECT: VILLAGE OF INDEPENDENCE PARKSITE NO. 6 BY: JAF PROJECT: VILLAGE OF INDEPENDENCE PARKSITE NO. 6 BY: JAF PROJECT: VILLAGE OF INDEPENDENCE PARKSITE NO. 6 BY: JAF STATIC PRESSURE HIGH: 64 PSI LOW: 59 psi STATIC PRESSURE HIGH: 64 PSI LOW: 59 psi STATIC PRESSURE HIGH: 64 PSI LOW: 59 psi SOURCE OF INFORMATION: RUSSELL-CCWD, ENGINEERING SOURCE OF INFORMATION: RUSSELL-CCWD, ENGINEERING SOURCE OF INFORMATION: RUSSELL-CCWD, ENGINEERING 1 SUPPLIER: CUCAMONGA COUNTY WATER DISTRICT SUPPLIER: CUCAMONGA COUNTY WATER DISTRICT SUPPLIER: CUCAMONGA COUNTY WATER DISTRICT IRRIGATION BOOSTER PUMP PACKAGE SHALL BE A FACTORY BUILT,PREPPED AND PREMAfiED ASSEMBLr PHONE NUMBER: (909) 967-2591 PHONE NUMBER: (909) 987-2591 PHONE NUMBER: (909) 967-2591 MOUNTED ON A FABRICATED STEEL SKID BASE VALVE STATION/GPM: STATION: 16A 40.0 GPM VALVE STATION/GPM: STATION: 138 26.0 GPM VALVE STATK)I PM: STATION: 19C 42.0 GPM DESIGN CONDITIONS.150 GPM 4 100'TDH,EXCLUSIVE ON ANY PRESSURE DROP THROUGH THE SYSTEM. i� PIPING,VALVES AND FITTINGS SHALL BE OF 3"FLANGED CONSTRUCTION. ITEM PS11 nss- s PIPING AND SKID SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. - P_S_I_L« ��� e.S_I_ L�S.S: lIE1l� - _ _ . - PUMP ISOLATION VALVES TO BE FULL LUG BUTTERFLY VALVES WITH AL.UMINUMI BRONZE DISCS. WATER METER SIZE: 3" @ 150 GPM 5.10 WATER METER SIZE: 3" @ 150 GPM 5.10 WATER METER SIZE: 3" @ 150 GPM 5.10 COMPONENTS: BACKFLOW DEVICE SIZE: 3" @ 150 GPM 12.00 BACKFLOW DEVICE SIZE: 3" @ 150 GPM 12.00 BACKFLOW DEVICE SIZE: 3" @ 150 GPM 12.00 PUMP: PEERLESS MODEL PV r x r x 6",CAST IRON BRONZE FITTED WILWE PUMP CLOSE COUPLED TO A MASTER VALVE: 1 1 1/2" @ 40 GPM 1.70 MASTER VALVE: 1 1 1/2" @ 26 GPM 1.00 MASTER VALVE: 1 1 1/2" @ 42 GPM 1.00 2 7.5 HP,360D RPM, 1 PHASE,ELECTRIC MOTOR 230V. FLOW SENSOR 1 11/4" @ 40 GPM 2.10 FLOW SENSOR 1 11/4" @ 26 GPM 1.00 FLOW SENSOR 1 11/4" @ 42 GPM 2.34 GATE VALVE(S): 2 4" @ 150 GPM 3.00 GATE VALVE(S): 2 4" @ 150 GPM 3.00 GATE VALVE(S): 2 4" @ 150 GPM 3.00 SICIDBASE: FABRICATED FROM MINMAlMl3'CHANNEL STiL TO 8E HOT DPPEO GALVANIZED AFTER GATE VALVE(S): 1 21/2" @ 40 GPM 1.00 GATE VALVE(S): 1 21/2" @ 26 GPM 1.00 GATE VALVE(S): 1 21/2" @ 42 GPM 1.00 FABRiCATION. " " N MAINLINE (CL. 315 ): 4 210 L.F. @ 150 GPM 1.39 MAINLINE (CL. 315 ): 4 210 L.F. @ 150 GPM 1.39 MAINLINE (CL. 315 ): 4 210 L.F. @ 150 GPM 1.39 3 FLOWSWITCH: wATTSFewNEmA�xFLrowsvATcHFOR*NoRow'SHUTDovmvATHwmoom MAINLINE (CL. 315): 2 1/2" 1,015 L.F. @ 40 GPM 5.18 MAINLINE (CL. 315): 2 1/2" 725 L.F. @ 26 GPM 1.67 MAINLINE (CL. 315): 2 1/2" 630 L.F. @ 42 GPM 3.47 '? TIM DELAY. AUTOMATIC VALVE SIZE: 1 1/2" @ 40 GPM 3.20 AUTOMATIC VALVE SIZE: 11/2" @ 26 GPM 2.90 AUTOMATIC VALVE SIZE: 1 1/2" @ 42 GPM 3.20 LATERAL LINE SIZE 1/2" L.F. @ GPM 0.00 LATERAL LINE SIZE 1/2" L.F. CCD GPM 0.00 LATERAL LINE SIZE 1/2" L.F. @ GPM 0.00 METHOD OF OPERATION: CONTROLLER SEND SIGNAL(24V)TO CONTROL PANEL,STARTS PUMP, 3/4" 55 L.F. @ 8 GPM 2.83 3/4" 45 L.F. @ 5 GPM 0.97 3/4" 45 L.F. CO) 6 GPM 1.36 '• PANEL CHECKS WITH FLAW SWITCH TO SEE IF THERE'S FLOW,*IF NO FLOW AFTER 2D SECONDS PUMP 1" L.F. @ GPM 0.00 SHUTS DOWN,IF THERE IS FLAW PUMP CONTINUES UNTIL 24V SIGNAL STOPS. 1" L.F. @ 0 GPM 0.43 1" 30 L.F. C 10 GPM 0.72 ---,,: 1 1/4" 8 L.F. @ 13 GPM 0.09 1 1/4" 20 L.F. @ 15 GPM 0.30 1 1/4" 7 L.F. @ 13 GPM 0.08 CONTROL PANEL: NEMA 3R HATH STARTERS,HOA SNATCHES,CONTROL TRANSFORMER,AND 1 1/2" 10 L.F. @ 23 GPM 0.15 1 112" L.F. @ GPM 0.00 1 1/2' 8 L.F. @ 29 GPM 0.18 ALTERNATOR.ALSO RELAY WITH TIMER FOR"NO FLOW OFF",AND LOW SUCTIONIOFF AND HI TEMP/OFF. 2" 3 L.F. @ 40 GPM 0.03 2" 5 L.F. @ 26 GPM 0.05 2" 3 L.F. @ 42 GPM 0.04 CIRCCUIIS T BRE�AKEDOOR Nr DOOR OEADFRONT DESIGN,PADLACKABLE.DISCONNECT IS A NEW RATED 2 1/2" L.F. @ GPM 0.00 2 1/2" L.F. Q GPM 0.00 4 2 11,621" L.F. 0 GPM 0.00 10 I ' PRV/CHECK VALVE: BERMAD 72o-2D FLANGED oOMBiw►TIoN PRvtcHEct(VALVE. v IRRIGATION HEAD PRESSURE: 30.00 IRRIGATION HEAD PRESSURE: 40.00 IRRIGATION HEAD PRESSURE: 30.00 ENCLOSURE: GALVANIZED STEEL 16CGAUGE METAL ENCLOSURE WITH HINGED TOP,LOCKABLE WITH SYSTEM LOSSES SUBTOTAL: 68.20 SYSTEM LOSSES SUBTOTAL: 71.10 SYSTEM LOSSES SUBTOTAL: 64.16 S PONADERCOATED FINisH. FITTING LOSSES (5% OF SUBTOTAL): 3.41 FITTING LOSSES (5% OF SUBTOTAL): 3.56 FITTING LOSSES (5% OF SUBTOTAL): 3.21 P 1 0 CONCRETE PAD: 46"x64"PRESTRESSED WITH REBAR. ELEVATION LOSSES/GAINS (ELEV. x .433)t: 6.50 ELEVATION LOSSES/GAINS (ELEV. x .433)t: 3.46 ELEVATION LOSSES/GAINS (ELEV. x .433)t: 4.76 6 9 FURNAS 69WR2: Low sucT10N PRESSURE OFF swrrcH. TOTAL SYSTEM LOSSES- 78.11 TOTAL SYSTEM LOSSES- 78.12 TOTAL SYSTEM LOSSES: 72.13 AVAILABLE PRESSURE (LOW)- 59.00 AVAILABLE PRESSURE (LOW- 59.00 AVAILABLE PRESSURE (LOW): 59.00 SYSTEM AVAILABLE FORM: PRESSURE AVAILABLE FROM PUMP: 43.00 PRESSURE AVAILABLE FROM PUMP: 43.00 PRESSURE AVAILABLE FROM PUMP: 43.00 BEAR STATE PUMP TOTAL PRESSURE AVAILABLE: 102.00 TOTAL PRESSURE AVAILABLE: 102.00 TOTAL PRESSURE AVAILABLE: 102.00 ND: ONTARIO,CALIFORNIA DEFICIT OR RESIDUAL PRESSURE: (+) 29.87 7 (800)350-1660 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+) 23.89 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+x +3.88 (-) ( ) ! 1. PUMP CONTROL HOUSING. HYDROBOOST MODEL NO. IL 150 BSP 100 P2-7.5 A C D E F H L M N 0 2. LOW SUCTION SWITCH 3. FLOW SWITCH NOTE: CONTRACTOR TO REGULATE BOOSTER PUMP AS NECESSARY NOTE: CONTRACTOR TO REGULATE BOOSTER PUMP AS NECESSARY NOTE: CONTRACTOR TO REGULATE BOOSTER PUMP AS NECESSARY 4. SKID TO RUN A TOTAL OF (3) VALVES AT ANY ONE TIME. TO RUN A TOTAL OF 3 VALVES AT ANY ONE TIME. TO RUN A TOTAL OF(3) VALVES AT ANY ONE TIME. 8 5. BUTTERFLY VALVE(3) ( ) 6. PUMP HOUSING. 7. CHECK VALVE S. CONCRETE PAD. 10.ENCILS0URE PRESSURE LOSS CALCULATION PRESSURE LOSS CALCULATION PRESSURE LOSS CALCULATION :14 BOOSTER PUMP BOOSTER PUMP NOTES FOR CONTROLLER 'A' : , FOR CONTROLLER 'B' FOR CONTROLLER 'C' i SCALE: SCALE: SCALE: SCALE: SCALE: TER VALVE XERISCAPE ASSESSMENT SYSTEM SUMMARY XERISCAPE ASSESSMENT SYSTEM SUMMARY TRIM 1 Q OF PALM FRONDS h TIE FRONDS TOGETHER AT(2) FLOW METER POINTS POINTS II. IRRIGATION (Point Value) CLAIMED �, LANDSCAPE (Point Value) PLACES AND P TWINE TO STABILIZE ('i_AIMED � ,!,�,! FRONDS AND PROTECT HEART --- I.REMOVE WNWERV 1TAIM$ .� 1 PRIOR TO MOVEIIENTAOEUVERY 1.STAKE:TO 1E PLUM AND PARALLEL 1. Low gallonage irrigation system. (20) 20 1. Water conserving plants. (20) 20 l.J S.1TAIIA TREE NM E►ERIENOICIMM TRW CROWN FOR TY WIND. ®��� CONTROLLER'C' ro/ " 2. Automatic controller. (20) 20 2. Turf limited to 25% (45% residential). (20) 20 r - -*4-Pj� -t CONTROLLER 13 G 3. Plants grouped by watering needs. (10) 10 �l.J 1 �� 1 1 I 0 2: PALMI TRUNK,SEE PLAN FOR L1®��-; CONTROLLER'A' 3. Designed t0 water plants by watering needs. (10) 10 Cr w m a SKININEDAJNSKINNED 4. Hardscape (non-irrigated) surfaces. (10) 10 TREATMENT= TOP OF{TAKE{BELOW W LLI 1 1 1 NEA-OF TREE MaNE 1] _ C 1 SPECIES GROW"TWIT►ERlI1Tt. pp IF1Z-J 0_ ; 1 i 4. Soil moisture sensors. (10) MANN TRUNK F 4"BERM TO FORM DEPRESSED p 5. Permeable paving. (5) M,)S AT OF CIN IES x S m '��;•� 5. Rain Sensors. (5) 5 WATERING BASIN BOOSTER PUMP TO CONTROLLERS 6. Low water turf varieties. (5) 1CIIEw{TO LONGE INLET W • ,• `. `• oprvEwA WN W1Y OF 6*MITo STAIN, x ENCLOSURE ! DIA Lo-GE POLE PINE STAKES ♦ ♦ UNDISTURBED SOIL AND POSITION - _ -- • • - 6. Wind sensors. (5) BTAKES OUTSIDE ROOT BALL. 7. Mulch provided in non-ground cover areas. (5) 5 IIS RD w TIN.AIBFAS AND CONCRETE SAND BACKFILL T_O_METE_R AND TOP gsEOEXTEND r PER SPECIFICATIONS _ _ _ _ _ J 7. Swisensitive to slope factors. (5) 5 8. Soil amendments. (5) 5 - R/P BACKFLOW MATE RING BA:1/1 FOR RESIDENTIAL AND 01 TIGNTLV COY►ACTED Y BERN TO FORM W OUTSIDE OF PLANT PIT.BERMS IN TURF - - - - AREAS TO BE REMOVED PRN IN TO CITY tis � 8. Reclaimed or recycled water. (5) �POU�EOVERIN:TALLATION: LOCATE Total Points Claimed: 70 `.. (Minimum Points Required:) (60) Total Points Claimed: 60 l�f .' A LAYER OF 3M"CRUSHED +A w t4' j� i AGGREGATE \ MASTER VALVE CONDUIT: UINDISTUReIED NATIVE SOIL CONTRACTOR TO INSTALL (1) 11/4' -y ��� t T°A` a'r ••' - NATIVE BAaOwL I TN No PVC CONDUIT FROM CONTROLLER (Minimum Points Required:) (60) '»•Ww oY d -�+ ROCKS GREATER THAN r DM. TO EACH OF THE(3)MASTER VALVESrW. NOTE. 1 "TRIS NIL IN DISTUt1010 CONTRACTOR TO WATER PALM IN WITH VITAMIN B-1 PLANT TONIC TO REDUCE PLANT SHOCK. r T.Ifl bpi Yl l.I.TY -I r, IRRIGATION ASSESSMENT PLANTING ASSESSMENT DOUBLE STAKED TREE PALM TREE PLANTING ,1 r: BOOSTER PUMP SCHEMATIC DIA. 1 110 SCALE: SCALE: SCALE: SCALE: SCALE: �R+Iy �L1Y HEADER-IR"RADIUS OF CAS, S EXPOSED EDGES i FLASH PER PLAN VIN LAM (INSTALL AT(TRADE LFIIIEL AT WOLE NE HALF OF SPACINGIM CROSSINGS) LT OF PLANTER AREA REQUIREMENT r PLPLANLWTB"OR CI EE NOT FINISH(GRADE v v CMIVV r A'OF COMPACTED 11000 CWP •::.�. DEPRESSED 11A TED 3 BASIN. MULCH. TIGHTLY COMPACTED 3'BERN TO EO WIRDSCAPINOICOMCRETE HEADER, v CURB i GUTTER,SIDEWALK,ETC.) WISH GRADE Owl TOP OF ROOTBALL TO �.i v 4'WOOD CHIP MULCH. 9 EXTEND 2'ABOVE FNNSN GMDE ., I REAR coNTlNuous NNLE�c ORIEIIIMYE NICTMICTEDI DESCRIPTION OF REVISION DATE APPROVED i s• ROOT BALL ry , CITY of RANCHO CUCAMONGA PUNT PIT TO BE I2 TIMES THE B/IOYEL CUT EDGE IME SOIL COMPACTED L A N D S C A P E WIDTH OF THE ROOT Mll. ARCHITECTURE TERRA VISTA PARK # 6 ALL SHRUBS AND GROUND COVER TO BE PLANTED AT FOUR& SITE PLANNING AT 11.' SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON 10630 Iowa Gangs -r 9173Suits 12e Ran91484 amonpa. CA 91730 TERRA VISTA PARKWAY EAST NATIVE BACKFILL WITH NO PLANS. SEE LEGEND FOR SPACING REOIAREMENTS. 1$, 1 091 48 - POCKS GREATER THAN 9' MOTES: NOT($: t{K (9091 t8.-2802 DIAMETER. WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR 1. PRIOR TO PURCHASEIPLACEMENT OF THE MULCH,THE CONTRACTOR SHALL Richard Krum"iaa Z. RBSUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL, 1. PROVIDE SCORE JOINTS AT IW-W O.C.AND 3W EXPANGM CA L¢02934 AZ LC t 29115 W Lc T 446 UNDISTURBED NATIVE SOIL. SIMILAR LIIRTATI7NS,ALL SHRUBS AND GROUND COVER 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND "it ROM BE POINTED AT ONE-HALF DESIGNATED SPACING JOINTS AT 20O.C. IRRIGATION/PLANTING DETAILS MOTES: FROM SUCH LIMITS. SEE LEGEND FOR SPACING REOLNREMENTS. S. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. L !'WIDE CONCRETE HEADER BETWEEN C(TYAINNTAiNED TURF AND 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL HOOTS AT EDGE 4. PLACE NO MULCH WITHIN A r RADIUS OF THE CROWN OF A WOODY PLANT. GROUND COVER AREAS APUD BETWEEN CITY4IANIrANIED TURF APD OF ROOT SAIL.DO NOT CRACK ROOT BALI. SPACING RECUIREMENTS SHALL GOVERN THE FINAL OUAWrrIES PRIVATELY MAINTAINED AREAS. 3. APPROVED PLANT MATERIALS. PLANT CUANTITIES INDICATED ON THE A P P R 0 V E D B Y: . DATE P 3. caNc�IET>t TO�600�C-26001NN. LEGEND ARE ESTIMATES ONLY. CITY ENGINEER RCE No . 24953 CONTAINER PLANTING. SHRUB/G.C. SPACING MULCH INSTALLATION 6" CONCRETE MOWCURB DESIGN JAF ARc"L„NDSCAPEARCHITEC ARCHITECTURE SITE PLANNING SCALE: DRAWN 10630 TOWN CENTER DR., STE. 128 SHEET SCALE: SCALE: SCALE: JAF RANCHO CUCAMONGA, CA 91730 L_9 (909)484-2800 FAX: (909)484-2802 CHECKED DRAWLNG NO. R WK DATE 2-24-99 RLA NO. 2834 SHEET OF I i i i 0 i 1.. ,III N I EXISTING TERRA VISTA ELEMENTARY OOL T5 S-1 T-3 SB 24 U4 137 15 6 LIMIT OF W� /�R�K( LIMIT OF WORK ,71iliiYiuiuii V-1 i S4 S-5 j 2410 472 6 = S 2 GC-1 PLANTING. - - .-. . -. •. - : .". -. - . ' .. : .-. " -. -"" : : .•. . '. •• - .. . .-- • '. . •. . -•. ." "_ -. . -.• .- '_ . -. . •.-- . .".._ ." ... .•.- ":" .--�,-. .".. .-• : -••'-.. .. :... . "- : - . • - . . G LEGEND . SYM130L BOTANICAL NAME COMMON NAME SIZE SPACING QTS TREES _ 9 T-1 Cinnamornum camphors Carnphor Tree 24'box 30'O.C. 10 Standards X• . '. • T-2 Queen Palen B.T.F. Per Plan 1 C.0 __. � - -- . . •. •" : : : . . . : -_ -- -". "_ : . . . . " - : - - � -"- - " -- " � - - "•- � " - ' . . . . - _ -_". : - -_ . . . : '. - :: . . . : . .-- - - . . Sym 2 Standards - / : �r T3 - ® • �� 1510 T-3 13*4era WWI= Australian Willow 15 gal 20'O.C. 86 Standards co T-4Koekeuteria bipitnata Chinese Flame Tree 36•box 35 O.C. 2 Multi-hunk 0 S-2 ' : . - : ' : - ". �� : m T-6 Legeratrelonia indira'ScarlN Red Crape Myrue 24'box 20'O.C. 13 Standards 12 T-7 LJ` % t1 S 2 15 0 24 7 Q i T-2 _. . : . ; / . : : : .. • T-6 L4Wdambar styrad"'Rotwdill Sweet Gum 15 gal 25'O.C. 26 Standards > / 7 26 . . " ` ^, T-7 Magnolia grardiflora Soutllsrn Magnolia 24« box 30'O.C. 21 Standards 50 6 o T-8 Magnolia g.'Samuel Sorrrrlers' Southern Magnolia 15 gal 30'O.C. 4 Standards o _ 12. SHRUBS TJ Q S-1 DW%vegeta Fortrrgi,t Lily 5 gallon 60 O.C. 317 3s 2 ® S-2 Henwoc aMis spp. Day*(Orange color) 1 gallon z-0'O.C. 78 r$ : . :. o J� 4 r20 r-2 S-3 Nandina domel'Nana' Dwarf Bamboo 1 gallon z-0'O.C. 69 1z °o 0 ` (D S-4 Pittosporum tobira'Wheeler's Dwaf Wheeler's Dwarf 5 gallon z-0'O.C. 40 PLANTING NOTES 0 S-5 Rhaphiolos indica'Ballerina' Indidan Hawtfome 5 gallon 3'-V O.C. 308 :jrT-7 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH S-6 Xylosma congestum'Compacta' Comped Xyioema 5 gallon 90 O.C. 6 24 0 ®a PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS. VINES CJ Q� s 5 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT V-1 Partflerloassus Triampidata Boston Ivy 5 gallon 15 O.C. 65 i a PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURE, ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEMENT,AT GROUNDCOVER i NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGROUND FACILITIES. ® GC-1 Amonia madirna Sea Pink Flats 8« O.C. Flats 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION _ OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED. i GC-1 THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE • Turf GStover's Grand Slam Turf mix Turf mix available from - - . • - � : - _ • --- WORK APPROVED BY THE CITY. C-2 24 7 24 8 Saturn Perennial R Skmw Seed Co. - 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPEoo 1415 East 6th St. ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE Aquan�Perenrllal Ryegraes SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. 25% Rodeo II Perenirmal Ryegrass Los Angeles,Ca.9002125% Mentmearl II Perennial Ryegraes P•O.Box 21488 Q 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUBCONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS. UNLESS OTHERWISE APPROVED BY THE CITY. S-1 V-1 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING Igo eo ..,.. �� REQUIRED, • IIyI,II/I, LIMjI T�OF ,,.,.,,....� IA - ��- 8. WHENEVER SHRUBIGROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC ORK �` LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS ♦ """"'ti�..�,, REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. T-3 T-3 "''�' 15 14 5 16 / 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT DESCRIPTION OF REVISION �NOSCAPE TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE DATE APPROVED KRUMy,�F q� , SPECIFICATIONS). ROTOTILL THE REQUIRED SOIL AMENDMENTS 6«INTO THE SOIL AT THE REQUIRED RATES PER 1.000 SQ.FT. CITY o f RANCHO C CITY PLAN CHECK 4 C.Y. NITROGEN STABILIZED SAWDUSTRREc0120 LBS. GYPSUMJ ^• 12LGRO-POWER PLUS L ANDSCAPE TERRA VISTA PARK # 6 SEVERAL CHAAND S ES HAVE BEEN MADE p'" = 11. LANDSCAPE AREAS SHALL RECEIVE 40 OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, ARCHITECTURE AT TO TREE AND SHRUB SPECIES,AND SPACINGS,HAWHICH CAUSED THE �1,� 0�`l��p HER ONAND N GRADING OPERATIONSD INTO EDGES AT USHALL ACCOMMODATE THE MULNDCOVER AREAS. PURSUANT OCH! CONTRACTOR SHALL TY STANDARDS AND DETAILS UBMIT SITE PLANNING 10630 Torn C.nt•r Dr Suits 128 TERRA VISTA PARKWAY EAST OfA SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH F•ncho Cuc•mon0•, CA 91730 IS AVAILABLE FROM: Io 9) oo '.. (e09)e�484-2802 INTRA Underground Service Alert UPLAND. C 9 UPLAND.CA CALbAfelliarA283a AZ Le #28116NYLc N1a6 PLANTING PLAN SYMBOL LEGEND (906)9W-6713 APPROVED BY: DATE : Call: TOLL FREE TREES SHRUBS CITY ENGINEE & RCE No . 24953 PLAN CROSS REFERENCES DESIGN FECOMn43n013D CALL-OUT ,�.� _IMC ARCHITERRA DES/ N GROUP 1 -800- SYMBOL CALL-OUT FOR NOTES AND LEGENDS SEE SHEET L- QQ' LANDSCAPE ARCHITECTURE 10 SITE PLANNING 422-4133 SYMBOL FOR DETAILS, SEE SHEET L- g DRAWN 10630 TOWN CENTER DR., STE. 128 SHEET SIZE FOR SPECIFICATIONS, SEE SHEET L- .IMC RANCHOCUCAM!ONGA, CA 91730 (gal./box) QUANTITY FOR CORRESPONDING 13 PLAN SEE SHEET L- c9o9>4a4-2eoo FAX: (909)�a-2e°2 TWO WORKING DAYS BEFORE YOU DIG QUANTITY CONSTRUCTION 2 CHECKED DRAWING0. FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L- 7 SCALE: 1" = 30' RWK DATE 02/24/99 RLA N0. 2834 17 0 5 _ SHEET OF I r SPRINKLER IRRIGATION SPECIFICA"PIONS 2. Provide one controller chart for each controller sequence. d. Pressure rating in P.S.I. 4. Use 9-1 2" x 16" x 1 1" rectangular box for all electric control valves with the adjoining grade. The Contractor shall set in place,cap and inadequacies of coverage due to deviations from the Drawings,or e. NSF (National Sanitation Foundation) approval installed within on-grade landscaped areas. Carson Industries# pressure test all piping under paving prior to the paving work. where the system has been willfully installed as indicated on the PARI' 1 -G EN ERAi. 3. The chart shall show the area controlled by the automatic controller f. Date of extrusion 1419-12B with green bolt-down cover or approved equal. Drawings when it is obviously inadequate,without bringing this to and shall be the maximum size which the controller door will allow. 2. Generally, piping under existing walks is done by jacking, boring,or the attention of the City of Rancho Cucamonga. This test shall be 1.01 DESCRIPTION 8. All fittings shall bear the manufacturer's name or trademark, material 5. Use 10" x 10-1 4" round box for all quick coupling valves installed hydraulic driving,but where any rutting or breaking of sidewalks accomplished before any ground cover is planted. 4. The chart is to be a reduced drawing of the actual installed system. designation, size,applicable I.P.S. schedule and NSF seal of approval, within on-structure landscaped areas. Carson Industries No. 910-12B and or concrete is necessary,it shall he done and replaced by the A. Scope of Work: Provide all labor,materials,transportation,and services However, in the event the controller sequence is not legible when the with green bolt-down cover or approved equal. Contractor as a part of the Contract cost. Permission to cut or break 8. upon completion of each phase of work,the entire system shall be necessary to furnish and install the Irrigation System as shown on the drawing is reduced,it shall be enlarged to a size that will be readable C. PVC Non-Pressure Lateral line Piping: sidewalks and or concrete shall be obtained from the City of Rancho tested and adjusted to meet site requirements. Drawings and described herein. when reduced. N. Sprinkler Heads: Cucamonga No hydraulic driving will be permitted under concrete 1. Non-pressure buried lateral line piping shall he M/C Schedule 40 paving. 3.07 MAINTENANCE B. Standards: All work and materials shall comply with governing codes, safety S. The chart shall be a black line or blueline ozalid print and a different with solvent-weld joints when installed in planting areas. 1. All sprinkler heads shall be of the same size,type,and deliver the FI orders,standards,and regulations,and meet the minimum requirements of color shall be used to indicate the area of coverage for each station. same rate of precipitation with the diameter(or radius of throw, 3. Refer to Cit Standard 120 "Trench Repair"when within Cit streets P P ) > Pal Y A. The entire irrigation system shall be under full automatic operation for a the Standard Specifications For Public Works Construction (Green Book) latest 2. Non-pressure lateral line piping installed under paved areas shall be pressure,and discharge as shown on the Drawings and or specified susceptible to traffic loads. period of seven (7) days prior to any planting. edition. 6. When completed and approved, the chart shall be hermetically PVC Schedule 40 with solvent welded joints. in these special provisions. sealed between two pieces of plastic,each piece being a minimum 20 D. Assemblies: B. The City of Rancho Cucamonga reserves the right to waive or shorten the 1.02 QUALITY ASSURANCE&REQUIREME'NT'S mils. 3. Pipe shall be made from NSF approved,Type I,Grade 11 PVC g 2. Spray, heads shall have a screw adjustment. operation period. compound conforming to ASTM resin specification D1784. All pipe 1. Routing of sprinkler irrigation lines as indicated on the Drawings is A Permits and Fees: The Contractor shalt obtain and pay for any and all 7. These charts shall be completed and approved prior to the final field must meet requirements set forth in Federal Specification PS-22-70 3. Riser units shall he fabricated in accordance with the details shown diagrammatic. Install lines(and various assemblies) in such a 3.08 CLEAN-UP permits and all observations as required. observation of the irrigation system. with an appropriate standard dimension ratio. on the drawings. manner as to conform with the details in the Drawings. Clean-up shall be made as each portion of work progresses. Refuse and excess dirt B. Manufacturer's Directions: Manufacturer's directions and detailed drawings D. Operation and Maintenance Manuals: 4. Except as noted in paragraphs 1, 2,and 3 of this section (2.01 B),all 4. Riser nipples for all sprinkler heads shall be the same size as the 2. Install NO multiple assemblies in plastic lines. Provide each assembly shall be removed from the site,all walks and vin shall be bloomed or washed ` shall be followed in all cases where the manufacturers of articles used in this requirements for non-pressure lateral line t g eq p pipe and fittings shall be riser opening in the sprinkler body. with its own outlet. down,and any damage sustained on the work of others shall be repaired to its di Contract furnish directions covering points not shown in the Drawings and 1. Prepare and deliver to the City of Rancho Cucamonga within ten the name as for solvent-weld pressure main line pipe and fittings as original condition. �' Specifications. calendar days prior to completion of construction,two hard-cover, set forth in section 2.0IB of the Specifications. S. All sprinkler heads of the same type shall be the same manufacturer. 3. Install all assemblies specified herein in accordance with respective three ring binders containing the following information: detail. In absence of detail drawings or Specifications pertaining to 3.09 FINAL SiTE OBSERVATION PRIOR TO ACCEPTANCE C. Ordinances and Regulations: All local,municipal and state laws,and rules D. Brass Pipe and Fittings: O. Sleeving: specific items required to complete work,perform such work in and regulations governing or relating to any portion of this work are hereby a. Index sheet which states Contractor's name,address,and accordance with best standard practice with prior approval of City of A The Contractor shall operate each system in its entirety for the City of Rancho incorporated into and made a part of these Specifications,and their telephone number,and which lists each installed equipment 1. Where indicated on the Drawings, use red brass screwed pipe 1. Sleeving under hardscape or paved areas for mainline,lateral lines Rancho Cucamonga. Cucamonga at time of final observation. Any items deemed not acceptable by provisions shall be carried out by the Contractor. Anything contained in and material item including names and addresses of conforming to Federal Specification #WW-P-351. or control wiring shall be Schedule 40 P.V.C. or approved equal. the City of Rancho Cucamonga shall be reworked to the complete satisfaction these Specifications shall not be construed to conflict with any of the above manufactures local representatives. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and of the City of Rancho Cucamonga rules, regulations,or requirements of the same. However,when these b. Catalog and parts sheets on even"material and equipment 2. Fittings shall be red brass conforming to Federal Specification#WW - P. Vandal Resistant Controller Enclosure: moisture before installation. Installation and solvent welding Specifications and Drawings call for or describe materials,workmanship,or item installed under this Contract. P-460. methods shall be as recommended by the pipe and fitting B. The Contractor shall show evidence to the City of Rancho Cucamonga that the construction of abetter quality, higher standard,or larger size than is C. Guarantee statement. 1. Controller enclosure shall be of size and type shown on the Irrigation manufacturer. City has received all accessories,charts, record drawings,and equipment as required by the above rules and regulations,the provisions of[hese d. Complete operating and maintenance instructions on all E Copper Pipe and Fittings: Drawings and Irrigation Detail sheet. required before final site observation can occur. Specifications and Drawings shall take precedence.. major equipment. S. On PVC to metal connections,the Contractor shall work the metal 1. Pipe: Type K,hard tempered. 2. A backboard shall be secured to the controller enclosure housing to connections first. Teflon tape or approved equal,shall be used on all 3.10 SITE OBSERVATION SCHEDULE D. Explanation of Drawings: 2. in addition to the above mentioned maintenance manuals,provide provide a base for mounting the automatic sprinkler controller and threaded PVC to PVC,and on all threaded PVC to metal joints. light the City's maintenance personnel with instructions for major 2. Fittings: wrought copper, solder joint type. terminal strip. wrench pressure is all that is required. Where threaded PVC A. The Contractor shall be responsible for notifying the City of Rancho 1. Due to the Scale of the Drawings, it is not possible to indicate all equipment and show evidence in writing to the City of Rancho connections are required, use threaded PVC adapters into which the Cucamonga in advance for the following observation meetings,according to offsets,fitting,sleeves,etc.,which may be required. The Contractor Cucamonga at the conclusion of the project that this service has been 3 Joints shall be soldered with silver solder,45%silver, 15%copper, 3. A 1 17 volt duplex box shall be provided with an On'Off switch,and a pipe may, be solvent welded. the time indicated: R: shall carefully investigate the structural and finished conditions rendered. 16%zinc, 24%cadmium,solidus at 1125°F,and li uidus at 1145°F. � rJ' ,5C , - affecting all of his work and plan his work accordingly,furnished q 117 volt receptacle. Metal conduit shall run from the 117 volt supply ` 11 to the controller housing. All power within the housing shall be E Line Clearance: 1. Pre-Job Conference- 7 days , t"kUAl4"I I such fittings,etc.,as may be required to meet such conditions. E. Equipment to be Furnished: F. GateValves: property phased. r vA /FO CS Drawings are generally diagrammatic and indicative of the work to be 1. All lines shall have a minimum clearance of six (6) inches from each 2. Pressure suPP Y 1 line installation- 24 hours i _ installed. The work shall be installed in such a manner as to avoid 1. Supply as a part of this contract the following tools: 1. Ball Valves(1 1-'2" and smaller) 4. A terminal strip shall be provided,clearly indicating the proper other and twelve (I 2) inches from lines of other trades,with the1. 1 " , , r n ,� conflicts between the irrigation system,planting and architectural points of connection of all appropriate wiring (station valves,master exception of the control wire sleeve(s) which shall be installed 3. Lateral line and sprinkler installation- 24 hour - '-1 features. a. Two(2) sets of special tools required for removing, a. Ball valves shall be a 125 lb SWP bronze valve with threaded valve,common,central control). adjacent to pressure supply line. Parallel lines shall not be installed "eft disassembling and adjusting each type of sprinkler and valve ends and shall be equipped with a stainless steel handle. I 't�d - �1 PPS directly over one another. 4. Automatic controller installation- 24 hours 2. All work called for on the Drawings b notes or details such be supplied on this project. lk', `N ae oe g Y b. Ball valves shall be Nilxo T- 585-70-66 or approved equal. Q Miscellaneous Irrigation Equipment: `� 'p � + - �, furnished and installed whether or not specifically mentioned in the b• Two(2) four-foot valve keys for operation of gate valves. C. All Ball valves shall be installed per detail. F. Automatic Controller Assembly: 5. Control wire installation- 24 hours \, -� specifications. C. Two(2) keys for each automatic controller. ti oea . 1. Refer to the Irrigation Plans For sizes and types of miscellaneous , F��y` d. One O, quick coupler key and matching hose swivel for 2. Resilient Wedge Gate Valve(2" and larger) irrigation equipment. 1. install as per manufacturer's instructions. Remote control valves shall 6. Pressure supply line and lateral line testing-48 hours Y,rF Q� Cl r+' 3. The Contractor shall not willfully install the irrigation system as every (_ ) or fraction thereof of each type of quick be connected to controller in numerical sequence as shown on the P cm - shown on the Drawings when it is obvious in the field that coupling valve installed. a. Resilient Wedge Gate valves shall be epoxy coated and 2. All miscellaneous irrigation equipment shall be as rade differences,or discrepancies g eq P specified or Drawings. 7. Coverage test- 48 hours obstructions, g Irartcies in area dimensions equipped with a 2" operating nut. approved equal. exist that might not have been considered in engineering. Such 2. The above mentioned equipment shall be turned over to the City at b. Resilient Wedge Gate valves shall be No. 403 RT RW as G. High Voltage Wiring for Automatic Controller. 8. Final observation- 7 days obstructions or differences should be brought to the attention of the the conclusion of the project. Before final observation can occur, g supplied by Watts or approved equal. Pe1tT-4 - FxFf'[ITl()N City of Rancho Cucamonga In the event this notification is not evidence that the City, has received material must be shown to the C. All Resilient Wedge Gate valves shall be installed per detail. 1. 120 volt power connection to the automatic controller shall be B. When observations have been conducted other than the City of Rancho performed,the Contractor shall assume full responsibility for any City of Rancho Cucamonga. Cucamonga, show evidence in writing of when and b whom these revision neves 3.01 OBSERVATION OF SITE CONDITIONS provided by the Contractor. ga g Y �'Y• G. Quick Coupling Valves: observations were made. 1.04 PRODUCT DELIVERY,STORAGE AND HANDLING A. All scaled dimensions are approximate. The Contractor shall check and verify 2. All electrical work shall conform to local codes,ordinances,and union 1.03 SUBMITTALS 1. Qpick coupling valves shall have a brass,two-piece body designed for all size dimensions and receive approval from the City of Rancho Cucamonga authorities having jurisdiction. C. No site observations will commence without "As-Built" record drawings. The A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise working pressure of 150 P.S.I. contractor shall not call for a site visit without s, A. Material list: care in handling, loading, unloading,and storing PVC pipe and fittings. All "As-Built" record drawings, prior to proceeding with work under this Section. 8 PVC shall be transported in a vehicle which allows the length of H. Remote Control Valves: without completing previously noted corrections,or without preparing the Pipe Po g pipe to 2. Quick coupling valve shall be operable with a quick coupler key. Key B. Exercise extreme care in excavating and working near existing utilities. The system for said visit. 1. The Contractor shall furnish the articles,equipment,materials,or lie flat so as not to subject it to under bending or a concentrated external load Contractor shall be responsible for damages to utilities which are caused by 1. Install where shown on the Drawings. Where grouped eq P size and type shall be as shown on the Drawings. g g ped together,allow processes specified by name in the Drawings and Specifications. No at any point. Any section of pipe that has been dented or damaged will be his operations or neglect. Check existing utilities drawings for existing utility at least twelve(I 2) inches between adjacent valve boxes. Install each substitution will be allowed without prior written approval by the discarded,and if installed,shall be replaced with new piping. H. Backflow Prevention Units: locations. remote control valve in a separate valve box. City of Rancho Cucamonga 1.05 SUBSTITUTIONS p type indicated on the �i 1. Backflow prevention unit shall be of size and t C. Coordinate installation of sprinkler materials including pipe,so there shall be 1. Flushing of System: 2. Complete material list shall be submitted prior to performing any irrigation drawings. Install backflow prevention units in accordance no interference with utilities or other construction or difficulty in planting work. Material list shall include the manufacturer, model number, A. If the Contractor wishes to substitute any equipment or materials for the with the Drawings. I and description of all materials and equipment to be used. Although equipment or materials listed on the Drawings and Specifications,he may do trees, shrubs,and ground covers. 1. After all new sprinkler pipe lines and risers are in place and CONCRETE SPECIFICATIONS manufacturer and other information may be different, the following sob providing the following information to the Cit of Rancho Cucamonga connected,all necessary diversion work has been completed,and y g Y P 8 g Y g 2. Wye strainers at backflow prevention units shall have a bronzed D. The Contractor shall carefully check all grades to satisfy himself that he may prior to installation of sprinkler heads,the control valves shall be PART 1 GENERAI. is a guide to proper submittal format: for approval: screwed boy with 60 mesh monel screen and shall he similar to Bailey safely proceed before starting work on the irrigation system. opened and full head of water used to flush out the#100B or approved equal. system. 1.01 Description Item No. Description Manufacturer Model No. 1. Provide a statement indicating the reason for making the substitution. P Use a separate sheet of paper for each item to be submitted. 3. All pressure main line piping between the point of connection and 3.02 PREPARATION 2. Sprinkler heads shall be installed only after flushing of the system 4 1 Backflow Preventer Febco 825-Y-BV has been accomplished to the complete satisfaction of the city of For concrete information refer to the Standard Specifications for Public Works the backflow prevail v shall it installed as required o local rode. Rancho Cucamonga. Construction (Green Book: Edition y Cucamonga).2. Provide descriptive catalog literature,performance charts and flow The Contractor shall verify with the local governing body as to A. Physical layout: 8 per the Cit of Rancho Cucamon a . Refer to 2 Automatic Controller Calsense ETI-24-DR charts for each item to be substituted. material t Sections 4, 201, 303,and 400,as well as any other sections related to the installation, w � type and installation procedures prior to start of t 1. Prior to installation,the Contractor shall size stake out all pressure J. Sprinkler Heads: per and post installation of concrete work,materials,labor,and clean-up. The construction. Submit shop drawing for approval. 3 Master Valve Superior 3100 RCV 3. Provide the amount of cost savings if the substituted item is supply lines,routing and location of sprinkler heads. Standard Specifications for Public Works Construction is available from: approved. I. Check Valves: 1. Install the sprinkler heads as designated on the Drawings. Sprinkler 4 Etc. Etc. Etc. 2. All layout shall be heads to be installed in this work shall be equivalent in all respects BI Building News y approved by the City of Rancho Cucamonga prior n B. The City of Rancho Cucamonga shall have the sole responsibility in accepting 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze to installation. to those itemized. 3055 Overland Avenue 0 Irrigation submittal must be specific and complete. All items must by or rejecting any submittal item as an approved equal to the equipment and construction with replaceable composition, neoprene,or rubber disc Los Angeles,CA 90034 1: listed and should include solvent, rimer,wire,connectors,valve, materials listed on the Drawings and Specifications. B. Water Supply: 2. Spacing of heads shall not exceed the maximum indicated on the (310) 202-7775 P g P� and shall meet or exceed Federal Specification WW-V-51 D,Class A, PP Y Wboxes,etc. No copies of manufacturer's literature(catalog cuts) are Type IV P� Drawings. In no case shall the spacing exceed the maximum L required as submittal information. 1.06 GUARANTEE 1. The irrigation system shall be connected to water supply point(s) of recommended by the manufacturer. 1.02 Scope �' 3. Equipment or materials installed or furnished without prior approval A 2. Anti-drain valves shall be of heavy duty virgin PVC construction with connection as indicated on the Drawings.The guarantee for the irrigation system shall be made in accordance with the F.I.P. thread inlet and outlet. Internal parts shall be stainless steel 3.04 TEMPORARY REPAIRS Furnish and install all concrete work complete as indicated on the drawings or as of the City of Rancho Cucamonga may be rejected and the Contractor attached form. The General Conditions and Supplementary Conditions of and neoprene. Anti-drain valve shall be field adjustable against 2. Connections shall be made at the approximate location(s) shown on specified,including,but not limited to the following: may be required to remove such materials from the site at his own these Specifications shall be filed with the Cit The City reserves the right to make temporary repairs as necessary to keep the Y �1 P� y prior to acceptance of the the Val t from 5 to 40 feet of head. Anti-drain valve shall be similar to the Drawings. The Contractor is responsible for minor changes sprinkler system equipment in operating condition. The exercise of this right by the A. Furnish and set all reinforcing steel,bolts,and anchors. expense. irrigation system. the Valcon "ADV"or approved equal. caused by actual site conditions. City shall not relieve the Contractor of his responsibilities under the terms of the 4. Approval of any item,alternative or substitute indicates only that the B. A copy of the Guarantee form shall be included in the operations and C. Electrical Supply: guarantee as herein specified. B. Install all items required by other trades which are to be cast into concrete. I J. Control Wiring: PP y product or products apparently meet the requirements of the maintenance manual. Drawings and Specifications on the basis of the information or 1. Except as noted otherwise,connections between the automatic 1. Electrical connections for any and all automatic controllers shall be 3.05 EXISTING TREES C. Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where samples submitted. C. The guarantee form shall be re-typed onto the Contractor's letterhead and controllers and the electric control valves shall be made with direct made to electrical applicable. P g YP� point(s) of connection as indicated on the Where it is neves to excavate adjacent to existing trees,the Contractor shall use all shall contain the following information: burial copper wire AWG-U.F. 600 volt. Control wiring installed in Drawings. �' 1 g S. Manufacturer's warranties shall not relieve the Contractor of his control wire conduit within structure shall be made with AWG-TW possible care to avoid injury to trees and tree roots. Excavation in areas where two 1.03 Protection liability, under the guarantee. Such warranties shall only GUARANTEE FOR IRRIGATION SYSTEM solid copper wire. Pilot wires shall be a different color wire for each 2. Connections shall be made at the approximate location(s) shown on (2) inch and larger roots occur shall be done by hand. Ail roots two(2) inches and supplement the guarantee. automatic controller. Common wires shall be white with a different the Drawings. The Contractor is r larger in diameter,except directly in the path of pipe or conduit, shall be tunneled All finished concrete work shall be barricaded to pedestrian traffic for three(3) days. PP 8 g responsible for minor changes cause Y We hereby guarantee that the irrigation system we have furnished and installed is color stripe for each automatic controller. Install in accordance with by actual site conditions. under and shall be heavily wrapped with burlap to prevent scarring or excessive Barricade shall be placed imediately after concrete finishing. Contractor shall furnish, B. RECORD DRAWINGS: free from defects in materials and workmanship, drying. Where a ditching machine is run close to trees having roots smaller than two ace and remove all of his own barricades. Contractor shall be responsible for an and the work has been completed in valve manufac'turer's specifications and wire chart. In no case shall PI P� Y accordance with the Drawings and Specifications,ordinary wear and tear, unusual wire size be less than #14. 3.03 INSTALLATION (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand damage to new construction and replacement or repair of the work shall be made 1. The Contractor shall provide and keep up-to-date a complete record abuse,or neglect excepted. We agree to repair or replace any defects in material or trimmed, making clean cuts through. Roots one(1) inch and larger in diameter shall without added cost to the City. set of blueline ozalid prints which shall be corrected daily, showing workmanship which may develop during the period of one year from date of 2. Wiring shall occupy the same trench and shall be installed along the A. Trenching: be painted with two coats of Tree Seal,or equal. Trenches adjacent to tree should be every chane from the original Drawings and Specifications and the acceptance and also to repair or replace Any damage resulting from the repairing or same route as pressure supply or lateral lines wherever possible. closed within twenty-four(24) hours;and where this is not possible,the side of the 1.04 Clean-up g g 8 P� P Pa► P > ag g P� g P PP Y P°S trench adjacent to the tree shall be kept shaded with burl or canvas. exact installed locations, sizes,and kinds of equipment. Prints for this replacing of such defects at no additional costs to the City. We shall make such 1. Dig trenches straight and support pipe continuously on bottom of P � purpose may be obtained from the City of Rancho Cucamonga at cost. repairs or replacements within a reasonable time,as determined by the City,after 3. Where more than one(1) wire is placed in a trench,the wiring shall trench. lay pipe to an even grade. Trenching excavation shall follow Upon completion of all concrete work and before final acceptance,the Contractor shall This set of drawings shall be kept on the site and shall be used only receipt of written notice. In the event of our failure to make such repairs or be taped together at intervals of fifteen (15) feet. layout indicated on the Drawings and as noted. 3.06 FIELD QUALITY CONTROL remove all tools,surplus materials,apparatus,debris,etc. from the site and the site as a record set. replacements within a reasonable time after receipt of written notice from the City,we shall be left in a clean,neat condition acceptable to the City. authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curl shall be provided within three(3) feet of each 2. Provide for a minimum of twenty-four(24) inches cover for all A Adjustment of the System: 2. The Contractor shall make neat and legible notations on the record expense and we will pay the costs and charges therefore upon demo 1. wire connection. Expansion curl shall be of sufficient length at each irrigation lines installed under paving or hardscaping. drawing progress sheets dally,As the work proceeds, showing the splice connection at each electric control valve,so that in case of 1. The Contractor shall flush and adjust all sprinkler heads for work as actually installed. For example, should a piece of equipment PROJECT- MEDIAN ISLAND LANDSCAPE IMPROVEMENTS repair,the valve bonnet may be brought to the surface without 3. Provide for a minimum of twenty-four(24) inches cover for all optimum performance and to prevent overspray onto walks, be installed in a location that does not match the plan,the Contractor disconnecting the control wires. Control wires shall be laid loosely pressure supply lines of three(3) inches or larger in diameter. roadways,and buildings as much as possible. must indicate that equipment has been relocated in a graphic LOCATION: CHURCH STREET&TERRA VISTA PARKWAY S. O BASELINE in trench without stress or stretching wire conductors. manner so as to match the original symbols as indicated in the 4. Provide for a minimum of eighteen (18) inches cover for all pressure 2. If it is determined that adjustments in the irrigation equipment will irrigation legend. The relocated equipment and dimensions will SIGNED: 5. All splices shall be made with Scotch-Lok #3576 Connector Sealing supply lines of two and one half(2 1 2") inches or smaller provide proper and more adequate coverage,the Contractor shall then be transferred to the original record drawing plan at the proper Packs, Rainbird Snap-Tito wire connectors.,or approved equal. Make make such adjustments prior to planting. Adjustments may also time. ADDRESSED only one splice with each connector sealing pack. 5. Provide for a minimum of twelve(I 2) inches for all non-pressure include changes in nozzle sizes and degrees of arc as required. lines. 3. Before the date of the final observation,the Contractor shall transfer PHONE DATE OF ACCEPTANCE 6. Field splices between the automatic controller and electric control all information from the"record drawing" prints to a sepia mylar or valves will not be allowed without prior approval of the City of 6. Provide for a minimum cover of eighteen (18) inches for all control 3. Lowering raised sprinkler heads by the Contractor shall be similar mylar material. Arrangements shall be made through the city PART 2 - PRODIICTS Rancho Cucamonga. wiring. accomplished within ten (10) days after notification by the City. for obtaining said sepia mylar or similar mylar material. All work 4. All sprinkler heads shall be set perpendicular to finished grades shall be in waterproof India ink and applied to the mylar by a 2.01 MATERIALS K. Automatic Controller. 7. Refer to City Standard 120 "Trench Repair" when within City streets technical pen made expressly for use on mylar material. Such pen susceptible to traffic loads. unless otherwise designated on the Drawings. shall be similar to those manufactured by Rapidograph, Kueffel& A. General: Use only new materials of brands and types noted on drawings, 1. Automatic controller(s) shall be of size and type shown on the S. Rain Bird EFB-CP-PRS valves will be set per manufacturers Esser,or Faber Castell. The dimensions shall be made as to be easily specified herein,or approved equals. Drawings. B. Backfilling: readable even on the final controller chart (see Section Q. The specification so that each lateral operates at design pressure. DESCRIPTION OF REVISION original mylar"record drawing" plan shall be submitted to the City of B. PVC Pressure Main Line Pipe and Fittings: 2. Final location of automatic controller(s) shall be approved by the City 1. The trenches shall not be backfilled until all required tests are DATE APPROVED Rancho Cucamonga for of Rancho Cucamonga. performed. Trenches shall be carefully backfilled with the excavated & Testing of Irrigation System: g approval prior to the completion of the controller chart. 1. Pressure main line piping for sizes 2" and larger shall be PVC Class materials approved for backfilling,consisting of earth,loam,sandy, 1. The Contractor shall request the presence of the City of Rancho C ITY o f RANCHO C U CAM O NGA 315. 3. Unless otherwise noted on the Drawings, the 120 volt electrical power clay, sand,or other approved materials,free from large clods of earth Cucamonga in writing at least a hours in advance of testing. 4. The Contractor shall dimension from two(2) permanent points of to each automatic controller location is to he furnished by others. The or stones. Backfill shall be mechanically compacted in landscaped reference,such as building corners,sidewalk edges, road 2. Class 315 pipe shall be made from an NSF approved Type 1,Garde!, final electrical hook-up shall be the responsibility of the Contractor. areas to a dry density equal to adjacent undisturbed soil in planting 2. Test all pressure lines under hydrostatic pressure of 150 pounds per intersections,etc., the location of the following items: PVC compound conforming to ASTM resin specification D1784. All areas. Backfill will conform to adjacent grades without dips,sunken square inch and prove watertight. TERRA VISTA PARK # 6 pope must meet requirements as set forth in Federal Specification PS - L Electric Control Valves: areas,humps or other surface irregularities. a. Connection to existing water lines. 22-70,with an appropriate standard dimension (S.D.R.) (Solvent-weld AT b. Connection to existing electrical power. Pipe). 1. All electric control valves shall be the same size and type shown on 2. A fine granular material backfill will be initially placed on all lines. Note: Testing pressure main lines shall occur prior to c. Gate valves. the Drawings. No foreign matter larger than one-half(112) inch in size will be installation of thea electric control valves. TERRA VISTA PARKWAY EAST d. Routing of sprinkler pressure lines(dimension max. 100' 3. Pressure main line piping for sizes 1-1%2" and smaller shall be PVC permitted in the initial backfill. 3. All piping under Paved areas shall be tested under hydrostatic along routing). Schedule 40 with solvent welded joints. 2. All electric control valves shall have a manual flow adjustment. pressure of 150 pounds per square inch and proven watertight prior e. Sprinkler control valves. 3. Flooding of trenches will be permitted only with approval of the City f. Routing of control wiring and locations of all splice boxes. 4. Schedule 40 pipe shall be made from NSF approved Type 1,Grade 1 3. Provide and install one control valve box for each electric control of Rancho Cucamonga t°paving. IRRIGATION & CONSTRUCTION SPECIFICATIONS g. (wick coupling valves. PVC compound conforming to ASTM resin specification D1785. All valve. 4. Sustain pressure in lines for not less than six(6) hours. if leaks h. Stub-outs for future connections. pipe must meet requirements as set forth in Federal Specification PS - 4. If settlement occurs and subsequent adjustments in pipe,valves, 21-70. sprinkler heads, lawn, planting,or other construction are necessary, develop, replace joints and repeat test until entire system is proven q i. Other related equipment as directed by the City of Rancho M. Control Valve Boxes: P P g' �' watertight. APPROVED R VED BY: D A T E L( Cucamonga the Contractor shall make all required adjustments without cost to the 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved 1. Use 10" x 10-3,4" round box for all gate valves. Carson Industries City. CITY E N G I N E E RCE N 0 . 24953 5. On or before the date of the final field observation,the Contractor conforming to ASTM test procedure D2466. #910-12B with green bolt-down cover or approved equal. Extension S. All hydrostatic tests shall be made only in the presence of the C. Trenching and Backfill Under Paving: General Contractor and the City of Rancho Cucamonga No pipe shall �C�n shall deliver the corrected and completed sepias to the City of sleeve shall be PSC with minimum size of six(6) inches. g g DESIGN Rancho Cucamonga Delivery of the sepias will not relieve the 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings be backfilled until it has been observed,tested,and approved in ARCHITERRA DESIGN GROUP MENDED Contractor of the responsibility of furnishing required information shall be of type and installation methods prescribed by the 2. Use 9-1/2" x 16" x 1 1" rectangular box for all electric control valves. 1. Trenches located under areas where paving,asphaltic concrete,or writing. `JAK LANDSCAPE ARCHITECTURE that may be omitted from the prints. manufacturer. Carson Industries# 1419-12B with green bolt-down cover or approved concrete will be installed,shall be backfilled with sand(a layer four SITE PLANNING equal. (4) inches below the pipe and six (6) inches above the pipe) and 6. Furnish necessary force pump and all other test equipment. D RAW N 10830 TOWN CENTER DR.,STE. 128 SHEET C. Controller Charts: 7. All PVC pipe must hear the following markings: compacted in layers to 95%compaction,using manual or mechanicalRANCHO CUCAMONGA,CA 91730 L-11 3. Use 6" diameter x 8-3%4"deep round plastic valve box for all quick tamping devices. Trenches for piping shall be compacted to equal 7. When the irrigation system is completed, perform a coverage test in JAK (900)484-29W FAX: (906)484-280¢ 1. As-builts drawings shall be approved by the City of Rancho a Manufacturer's name coupling valves. Carson industries#608-12 with green flex-lock the compaction of the existing adjacent undisturbed soil and shall be the presence of the City of Rancho Cucamonga to determine if the Cucamonga before controller charts are b. Nominal t size left in a firm unyielding condition. All trenches shall be left flush water coverage for planting areas is complete and adequate. Furnish CHECKED DRAWN,C� NO. g prepared. pipe cover or approved equal. Y g all materials and perform all work required to correct any JAF DATE 02/24/99 RLA N0. 234 L C. Schedule or class PROJECT SHEET NO. OF C( PLANTING SPECIFICATIONS PAKTl-GENERA I PART 2 - EXBCUTION C. Trees and shrubs shall be growing at a recognized nurse in accordance with 6.04 g 8 �g nursery, Responsibility and Coordination: good horticulture practices and shall be of the size and caliper normally 1.01 Scope of Work: 2.01 Protection: associated with the container size specified on plans. Removal of all tags, A. Landscape Contractor is responsible for the erection of all signs and barriers ' keep all plant material delivered to site in a healthy condition for planting. Plants labels, nursery stakes and ties from all plant material prohibited until the required to prevent intrusion into the treated areas and to notify the public. Contractor shall provide all materials, labor and equipment incidental to and shall not be allowed to dry out. Bare root stock shall be separated and heeled-in, in approval of the Landscape Architect or City. necessary for completing all work,as indicated on the drawings,as reasonably most earth or other suitable material until planting. Balled and burlapped plants B. No material or methods shall affect the landscape planting or hydroseed implied,or as delineated in the Specifications as follows. shall have root ball covered with moist sawdust,wood chips or other suitable material D. All plant material delivered to the site showing signs of damage or disease or germination. No material or method shall render the job site unusable for 1.02 Standards: until planting. is insufficient in size to carry out the intent of the planting plan will not more than 10 days from date of application. accepted and will be replaced at Contractor's expense. 2.02 installation: 6.05 Non-Selective Herbicides: All work and materials shall comply with governing codes,safety orders,standards, E Sizes of Plants -Shall be as stated on the Plan. Container stock(1-gallon, 5 and regulations,and meet the minimum requirements of the Standard Specifications Detailed layout of plants within the planting areas shall be performed by Contractor gallon,and 15-gallon) shall have been grown in containers for at least one(1) Non-selective contact herbicide and/or non-selective systemic herbicides(as For Public Works Construction (Green Book) latest edition. and approved by the landscape Architect and City prior to planting. year,but not over two(2) years. recommended by the Pest Control Advisor) 1.03 (_iality Assurance: Soil excavated from planting holes shall be amended to backfill around trees and F. Substitutions -Substitutions for indicated plant material will he permitted 6.06 Selective Herbicides: A. All Contractors performing Site Development work,must be licensed in shrubs using the following mixture: provided the substitute materials are approved in advance by the City,and accordance with the laws of the State of California are made at no additional cost to the City. Except for authorized variations, Selective pre-emergent herbicides compatible with seed mixtures(as recommended by Native,On-Site Soil with rock no greater than 3" in diameter all substitute plant materials shall conform to the requirements of these the Pest Control Advisor) Gro Power Plus, 5-3-1 15 lbs;cy specifications. B. Contractor shall provide the landscape Architect and the City with a list of Iron Sulfate 2 lbs'cy 6.07 Weed Eradication: Subcontractors and Material Suppliers expected to be employed during the G. Plants Not Approved - Plants not approved are to be removed from site course of construction. (To be used for bidding purposes only,verify with Agronomic Soils Test.) If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in immediately and replaced with suitable plants. The City reserves the right to P Pe g g reject entire lots of plants represented by defected samples. the planting areas will require control prior to removal,spray these areas per Pest C. Contractor shall obtain and keep in force Public liability and Property After backfilling,construct a 3"earthen berm to form watering basin around each Control Advisor's recommendations. Damage insurance,during entire course of the Construction Contract. The plant,to allow thorough water-in and establishment. H. Stake all trees,as per details immediately after planting to prevent wind amount of insurance shall be determined by City. image A. Prior to the installation of the irrigation system remove and clear all weeds Prior to installation of turf and ground cover,remove water basins from around trees and deleterious materials from planting areas. D. Prior to start of site development work,the Contractor shall notify the and shrubs. Berms in turf areas to be removed prior to City acceptance. 1. Plant trees that are to be located in lawn or round cover areas after finish Landscape Architect and City to give starting and completion dates. g Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a h of Contractor shall also supply the landscape Architect and City with the name PART 3 -S01 .P FPA ADON N ) FINISH GRADING grades are first established and allow at least 7 calendar days prior to dept and telephone number of the person in charge of the work. installation of said lawns or ground cover to provide for thorough watering 1" - 2" below the surface of the soil. Physically remove all weeds from the site. of trees. All planting holes shall be excavated as defined on appropriate 3.01 Scope of Work: details. PART 7 - LANDSCAPE MAiN IY N _F 1.04 Responsibilities and Coordination: A. Provide all materials and equipment,and perform all work necessary for and 4.03 Soil Amendments: 7.01 Scope of Work: A. Permits: The Contractor shall obtain and pay for all permits and inspections incidental to the soil preparation and finish grading of all planting and lawn required by governing authorities for the work to be performed. areas as shown on s,as reasonably implied,or as delineated in the Plan y P Soil amendments shall be as recommended in the Agronomic soils report Provide all materials,labor and equipment necessary for,or incidental to,performing B. Existing Conditions: The Contractor shall verify all conditions and specifications. all maintenance requirements as reasonably implied or as delineated in the specifications including,but not limited to the following: dimensions shown on the plans at the site prior to commencement of any B. Furnishing,placement and grading,of topsoil for backfilling of planters if 4.04 Trees Stakes: g. g: work under this contract. The Contractor shall verify the location and depth required. Maintain all plants and lamed areas. of all underground utilities prior to start of work. Tree stakes shall be lodge pole pine tree stakes.See tree staking detail on plans for P planted further information. Keep planted areas free of weeds and debris. C. Cleaning and finish grading of planters areas and planting areas. Prune trees and shrubs. C. Temporary, t'tilities: The Contractor shall apply for and pay all cost incurred Fertilized all lams and ted areas. for all temporary,utilities such as water,electrical power and gas as required 3.02 Topsoil: PART S -G N )COVER ND BEDDING PIANTS plants P� by him for the construction of the project. Temporary services shall be Irrigation. coordinated with the Ci and other contractors on the ' Scope of Work: Insecticide spraying. City lob site. A. Existing on-site soils listed as'acceptable'under'Site Grading' specification. 5.01 D. Survey, Reference Points,and Elevations: The Contractor is responsible for B. Topsoil imported to site for use as fill,backfill in planters and mounding, Provide all materials and equipment and perform all work necessary for and 7'02 Fertilizers: establishing all surveys, reference points and elevations required by him,and shall be sandy textured. Silt plus clay content of this soil shall be no greater incidental to installing all ground cover and bedding plants,as shown on plans,as shown on plans for proper execution of site construction. than 15%by weight. The boron content of this soil shall be no greater than 1 reasonably implied,or delineated in the specifications. A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus,and 12-8-8 Gro-Power Controlled Release Nitrogen,as designated herein,or approved part per million as measured on the saturation extract. The sodium substitute as required by the Agronomic soils report. Available from Gro E Traffic: The Contractor is responsible for all temporary,traffic barriers and absorption ratio(SAR) shall not exceed 3.0 millimohos per centimeter at 25 C. 5.02 Bedding Plants: detours required by him for the construction of the project. All tem Power(909) 393-3744. �l P ) P�arY' In order to ensure conformance,samples b rat imported soil shall be Perennials and Annuals: Provide healthy container grown plants from a recognized �- traffic tamers and detours shall conform to all conditions required by the submitted to an agronomic soils testing laboratory,approved by the project B. Ammonium Sulfate: Granular form containing not less than 21%nitrogen and City or governing authorities. landscape Architect for analysis prior to use. Result of testing to be delivered nursery,and of the species and variety shown on plans. Am sulfur and shall be registered as n agricultural miner,with the State to City for approval. Soil test to include analysis and recommendations Department of Agriculture in compliance with Article 2 - "Fertilizer Materials," 1.05 Defective and Unauthorized Work: 5.03 Ground Cover. 3.03 Soil Amendments: Section 1030 of the Agricultural Code. All work which is determined by inspection to be defective in its construction or Ground Cover. Provide ground cover of the species shown on plans. Ground cover 7.03 General deficient in any of the requirements of the plans and specifications,shall be remedied All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils shall be established and well rooted in flats or similar containers or removed,and replaced by the Contractor at his own expense in a manner report furnished by the Contractor r z acceptable to the Landscape Architect and City. 5.04 Mulch: Maintenance shall start immediately after landscape irrigation and planting. 3.04 Soil Preparation: L 1.06 Inspections: Mulch: Shall be of compacted wood chip fiber. Maintain all plants and planted areas on a continuous basis as they are installed {- All work on irrigation system shall be complete and inspected for recommended during the progress of the work,and continue to maintain them until final acceptance J� The Contractor shall arrange for inspections by notifying the landscape Architect,City, approval and,fine grading completed,prior to rototilling and Prior to soil 5.05 Coordination: of total project. Replace any dead or dying Plants as directed by the landscape J and governing authorities, 24 hours prior to time of inspection,unless otherwise amendment work. Architect and City representative. noted. Inspections shall be as listed below,but not necessarily in this order. Only A. Do not have plants delivered to the job site until site conditions are ready for C` the inspection pertaining to the project scope pec pe g p 1 pe of work will apply: After rough rales have been established,prepare all lawn and planting areas b planting. If planting is delayed,keep plant roots moist and place in a v� g g P p� P g Y A. Irrigation: Operate irrigation system on an established program to maintain tilling or cross ripping to a depth of 12". All rock and debris more than 2" in sheltered location protected from the sun,wind and other damaging all plants and planted areas in a healthy condition. irrigation system run-off Rough Grading. diameter shall be removed from the site,except for areas that are to be sodded, in elements shall be kept to a minimum. Damage to irrigation system resulting from \ Drain lines and Catch Basins. which all rock and debris more than 1" in diameter shall be removed. maintenance and equipment and or maintenance personnel,shall be Irrigations(main line pressure,coverage&system operations test). B. Soil preparation and fine grading shall be completed and trees and shrubs restored to its original condition at no cost to the City. Failure of any part of Soil Preparation and Finish Grading. Apply ,spread,and rototil in all soil amendments as recommended to a depth of 6". installed prior to bedding plants and ground cover planting. the irrigation system shall be brought to the attention of the City. No repairs Plant Material (delivery,&placement). Water area thoroughly after rototilling is complete. incorporate evenly into the top 4" other than emergency repairs shall be accomplished without written Substantial Completion Inspection(at completion of landscape improvements) to 6" the following for each 1,000 square feet of planting area: 5.06 Installation: permission from the City. - 7 D>ays. Final Inspection (after maintenance period) - 7 days. 4 cubic yards of nitrolized Redwood or Fir shaving or equal. Plant ground cover and bedding plants in moist soil and space as indicated on plans. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating 200 lbs.of Gro-Power or approved equal. areas at intervals not to exceed 10 calendar days. The contractor shall arrange a Preconstruction job conference with the landscape Each plant shall be planted with its proportionate amount of soil so as to minimize Architect and City a minimum of seven (7) days prior to the beginning work. The above soil conditioning are minimal qualities only and should be used only for root disturbance. Soil moisture shall be such that soil does not crumble when The Contractor may,elect to remove such concentrations of weeds manually or by an bidding purpose, because soil conditions may change drastically from the time these removing plants from container. approved herbicide program 1.07 Guaranties: specifications were developed to the time the actual soil conditioning take place. Therefore,the Contractor shall obtain his own soils analysis at a rate of one every, Regrade planter areas after planting,to restore smooth finish grade and to insure per ery' C. Fest Control: Spray,all plants and planted areas at beginning of maintenance A. Plant Materials: All trees,shrubs,ground cover;bedding plants and lawn 25,000 square feet of planted area These soil tests shall be conducted b an proper surface drainage. A 4" layer of mulch material shall be spread over the entire _ �l P ) program and as may become necessary' thereafter b}'an approved method of shall be guaranteed from date of final acceptance of landscape construction approved Agronomic soils testing laboratory,approved by the project Landscape planter area after grade is established. Watering shall begin immediately after /- PF� S g ry'aPPr Pr'ol ape pest control,to keep all plants and planted areas free of insects and disease. pSc,Ap for periods As follows: Architect and City. Copies of the soil test to be provided during the Pre-construction mulching. (Grading shall accommodate the mulch) Pr'�'� 8 Method shall be reviewed by the City prior to any applications. Pest Control e<RU;� •9 Trees 24" box&larger 1 year job conference. 5.07 Protection: shall include Gopher control. Trees 15 gal.&smaller 1 year 3.05 Finish Grading: D. Pruning: Prune all plants as designated and directed by landscape Architect, `� Shrubs All sizes 120 days Erect temporary fencing or barriers to protect planted areas from damage prior to at start of maintenance program anti continue to prune plants as directed or Ground Cover 120 days After rototilling operations are complete,grade areas to establish finish grades for final acceptance. as may become necessary until the end of the maintenance program. cyw Bedding Plant 120 days planting. All flow lines shall be maintained and proper tolerances shall be met after Lawn (sod) 120 days settlement at the end of the project maintenance period. PART 6-WEED ARATEMEN Remove trash weekly. Edge ground cover to keep in bounds and trim top ]�. Ren ae Lawn (seed) 120 days from first mowing growth as necessary to achieve and overall even appearance. Exterminate Finish grading shall leave surface of the ground uniformly smooth and free of abrupt 6.01 Scope of Work: gophers and moles;repair damage. Guarantees begin after the project acceptance by City and at the end of the grade change. 180-clay maintenance period. Landscape Contractor shall replace and plant Provide all material,equipment,and labor necessary, to perform all work as indicated PART 8 -ALCEEPT_ANLF OF.pgQJFC�T l� �F all materials which have died within the time span stated above,at no cost 3.06 Coordination: on plans,as reasonably implied,and as delineated in the specifications. and within 5 days from receiving written notice from the landscape Architect 8.01 General: or City. If dead material is not replaced and planted within the 5 day, , Weed abatement work shall be coordinated with the installation of the irrigation 6.02 (pality Assurance: period,City may replace dead material with new material and charge the system rototilling and soil amendment work,and planting. (See Weed Abatement upon completion of installation,a maintenance period of a minimum of 180 days for Landscape Contractor for all expenses incurred. section). A. The Applicator of all weed control materials shall be licensed by the State of all landscaped areas is required prior to final acceptance of the work by the City. The California as a Pest Control Operator and a Pest Control Advisor in addition to Commencement date for the maintenance period shall commence upon written B. Construction Materials: The contractor shall guarantee all workmanship and PART 4- FS AND SHR ]BS any subcontractor licenses that are required. approval for all phases of planting installation by the City Public Works Inspector. materials for all site development, for a period of one year from date of final Maintenance period shall be adequate to verify plant characteristics and acceptance of project. 4.01 Scope of Work: B. All materials and methods must conform to Federal,State,and Local establishment. Regulations. 1.08 Material and labor Releases: Provide all material,equipment,and labor necessary to install all trees and shrubs as A. Two inspections shall be made that affect the establishment shown on plans,as reasonably implied and as delineated in the specifications. 6.03 Submittal: Pe period: The first P" y P � after all plantings have been completely installed in order to approve the Upon completion of the work,the Contractor shall present to the City,signed copies of beginning of the establishment period,and the second at the end of the DESCRIPTION 0 F REVISION all labor and materials releases for all work performed under Site Development. 4.02 Products establishment period. If plantings are not acceptable at the end of the 180 Prior to the installation of anweed control materials, the Landscape day period,due to defective maintenance,then continue establishment until DATE APPROVED 1.09 Disposal and Clean-up: A. Nomenclature - Plant names indicated on the drawings conform the"Standard >' ape Contractor shall submit to the landscape Architect-City a list of the weed control materials and all work meets with the Specifications and can be approved. C ITY o f RANCHO C ovPlant Names" established by theAmerican Joint Committee on Horticulture. Remove all waste materials(including excavated material classified as unacceptable Exceptnurser),for names covered therein,the established customs of the nurse quantities per acre intended for use in controlling the weed types prevalent and is B. At termination of establishment period all plant material shall be live, soil material),trash and debris generated or encountered during the course of followed. expected on the site,as supplied by the Pest Control Advisor. Pest Control Advisor landscape construction,and legally dispose of it. During the course of the work, shall furnish the landscape Contractor and landscape Architect and City data to healthy, undamaged,and free of infestation. Inferior plantings shall be remove surplus materials from the site and leave remises in a neat and clean demonstrate the compatibility of the weed control materials and methods with the replaced and brought to a satisfactory condition before final acceptance of TERRA VISTA PARK # 6 P P B. Condition - Plants shall be symmetrical,typical for variety and species,sound, intended planting and seed varieties t work will be made. All areas shall be neatly raked and free of weeds. condition. Clean up and remove all remaining debris and surplus materials upon g presets AT healthy,vigorous,free from plant disease, insect pests,or their eggs,and shall completion of work,leaving the premises neat and clean. The site shall be cleaned have healthy,normal root systems,well-filling their container,buy not to the upon the request of the inspector. point of being root bound. Plants shall not be pruned at anytime,and in no TERRA VISTA PARKWAY BAST case shall trees be topped. PLANTING SPECIFICATIONS D APPROVED BY: 6 DATE CITY ENGINEER �/ RCE No .24953 DESIGN ARCHITERRA DE GN GROUP F�C�M/EI�DED L A N DSCAPE JAK LANDSCAPE ARCHITECTURE ARCHITECTURE SITE PLANNING DRAWN 10630 TOWN CENTER DR.,STE. 128 SHEET SITE PLANNINGRANCHO CUCAMONGA,CA 91730 10630 Town r_.nur a s JAK (906)484-2100 FAX: (9M)484-2W2 -1 2 ou +2a A"C"C"c onga CA 91730 190.5/0 a1.e<9 2a 2ao2 CHECKED DRAWING NO. ro CA LC #R34 AZ JAF DATE 02/24/99 RLA NO. � i ?O 8-L CA Lc M283a AZ lc N 29115 N✓lc N 4�i PROJECT SHEET NO. OF i W ELECTRICAL ABBREVIATIONS ELECTRICAL SPECIFICATIONS ELECTRICAL SYMBOLS A, GENERAL GENERAL SYMBOLS TYPICAL OUTLET CODING AT l � A AMPERES 1. CONDUITS NOTES: 1. MOUNTING HEIGHTS NOTED ARE DISTANCES MEASURED FROM THE CIRCLE OR DIAMOND DESK,NATES OUTLET BOX, CEILING MOUNTED BV ABOVE THE DRAWINGS AND THESE SPECIFICATIONS DESCRIBE THE SYSTEMS. FURNISH CONDUITS SHALL BE EMT, RIGID OR FLEXIBLE STEEL TYPE ABOVE GRADE AND DEVICE CENTERLINE TO THE FINISHED FLOOR OR FINISHED GRADE, AF AMP FUSE OR AMP FRAME ALL MATERIALS AND DO ALL WORK REQUIRED BY THE DRAWINGS AND SCHEDULE 40 PVC BELOW GRADE. FLEXIBLE STEEL CONDUIT SHALL BE MANUFACTURED UNLESS OTHERWISE NOTED. QA BRACKET DESrAATES OUTLET BOX, WALL MOUNTED AT .16' UNLESS AFC AVAILABLE FAULT CURRENT (SYMMETRICAL) SPECIFICATIONS. UNLESS SPECIFICALLY NOTED TO THE CONTRARY, FURNISH IN ACCORDANCE WITH UL-1, USED ONLY FOR LIGHTING FIXTURE CONNECTION, SHORT MOTOR OTHERWISE NOTED AFF, ABOVE FINISHED FLOOR AND INSTALL ALL NEW MATERIAL AND EQUIPMENT AS REQUIRED TO PRODUCE A CONNECTION OR FOR THE EQUIPMENT REQUIRING VIBRATION ISOLATION. LENGTH 15 Ol 2. AN OVAL WITH A NUMBER INSIDE REFERS TO A REFERENCE NOTE ARCH, ARCHITECT COMPLETE OPERATING SYSTEM. LIMITED TO 12" MAXIMUM. A GROUND WIRE 15 REQUIRED IN ALL FLEXIBLE CONDUIT, AS AMP SWITCW CONCEAL ALL CONDUITS, UNLESS OTHERWISE NOTED. ON THE DRAWING WHERE IT IS INDICATED. DUPLEX RECEPTACLE! NEMA 5-20R (UAN.). AT AMP TRIP 2. PERMITS AND CHARGES RECESSED SWITCHES WITH MOUNTNG HEIGHTS +48' (U.OA) �ORO SLS AND BRACKET DESIGNATES UNIT TO BE MOUNTED ON WALL AUTO AUTOMATIC ?. SWITCHES AND RECEPTACLES OBTAIN AND PAY FOR ALL NECESSARY CONSTRUCTION PERMITS, INSPECTION ABOVE COUNTER TOP, GARNET OR SHELF BKBD BACKBOARD FEES, AND OTHER CHARGES BY AGENCIES HAVING JURISDICTION. PROVIDE 20 AMP NEMA RATED SWITCHES AND RECEPTACLES OF SPECIFICATION $ SINGLE POLE SWITCH, 20A, 120 VAC GRADE, ALL SWITCHES SHALL BE RATED FOR 120 VAC AND RECEPTACLES C CONDUIT 3. REGULATIONS AND CODES SHALL BE NEMA 5-20R, UNLESS OTWERUJ15E NOTED. SPECIAL RECEPTACLES SUBSCRIPT LETTERS NEXT TO THE ABOVE SYMBOLS NOIGATES DEVICE CB CIRCUIT BREAKER SHALL MATCH THE EQUIPMENT AS LISTED, GOVERPLATE5 SHALL BE CONTROLLED BY THE SWITCH WITH THE SAME SUBSCRIPT LETTER. WHERE CKT CIRCUIT PROVIDE AND INSTALL ALL MATERIALS N CONFORMANCE WITH THE NATIONAL SPECIFICATION GRADE .06' MINIMUM THICKNESS. DEVICE AND PLATE COLOR MULTIPLE SUBSCRIPT LETTERS APPEAR, EACH SUBSCRIPT DESIGNATES CLG. CEILING ELECTRICAL CODE, CALIFORNIA ADMINISTRATIVE CODE TITLE 8, AND OTHER SHALL BE SELECTED BY ARCHITECT. MOUNT RECEPTACLES IN THE VERTICAL ONE SWITCH OF THE TYPE INDICATED. CLR. CLEAR CODES AND REGULATIONS HAVING JURISDICTION. INSTALL ALL EQUIPMENT IN POSITION WITH THE GROUND PN UP. UNLESS OTHERWISE NOTED. G.O. CONDUIT ONLY ACCORDANCE WITH THE REQUIREMENTS OF THE INSPECTING AUTHORITY AND TIS DACE MOUNTED SWITCHES WITH MOUNTING HEIGHT «48' IUANJ CONC. CONCRETE MANUFACTURERS RECOMMENDATIONS. ALL RECEPTACLES SHALL HAVE DYMO LABELS t0 INDICATE PANEL AND CIRCUIT CONN. CONNECT OR CONNECTION NUMBER IN ADDITION TO THE FOREGOING LABEL. CONT. CONTINUED/CONTINUATION 4. VERIFYING EXISTING CONDITIONDISCONNECT SWITCH WITH OVERCURRENT PROTECTION UNLESS OTHERWISE S G.W. COLD WATER THE EXACT LOCATION OF ALL ELECTRICAL DROPS AND CONDUIT DROPS SHALL NOTED WITH V' BEFORE SUBMITTING BID, BECOME THOROUGHLY FAMILIAR WITH ACTUAL BE ADJUSTED TO CLEAR LIGHTS, DIFFUSERS, DUCTS, ETC. COORDINATE $ T MOTOR RATED TOGGLE DISCONNECT SWITCH D DEPTH EXISTING CONDITIONS AT THE BUILDING. THE INTENT OF THE WORK IS LOCATION WITH USER DET. DETAIL SHOWN ON THE DRAWINGS AND DESCRIBED HEREINAFTER. BY THE ACT OF S M MANUAL MOTOR STARTER DIA, DIAMETER SUBMITTING A BID PROP05AL FOR WORK, THE CONTRACTOR SHALL BE DEEMED 3. WIRE AND CABLE IDENTIFICATION DISC. DISCONNECT TO HAVE MADE SUCH A STUDY AND EXAMINATION AND TO ACCEPT ALL ® MAGNETIC MOTOR STARTER DN DOWN CONDITIONS PRESENT AT THE SITE. NO REQUEST FOR ADDITIONAL PAYMENT IDENTIFY FEEDERS WITH THE CORRESPONDING CIRCUIT DES&%IATION AT THE DWG DRAWING SHALL BE CONSIDERED AS VALID, DUE TO FAILURE TO ALLOW FOR CONDITIONS OVERCURRENT DEVICE, LOAD END, AND N PULLBOXES. ❑' COMBINATION MOTOR STARTER-DISCONNECT DEVICE, WITH OVENT WHICH MAY EXIST. ® PROTECTION UNLESS OTHERWISE NOTED ELEC ELECTRIC OR ELECTRICAL IDENTIFY BRANCH CIRCUITS WITH CORRESPONDING CIRCUIT DESIGNATION AT ELEV ELEVATION b. CD91DINATION THE OVERCURRENT DEVICE, AT ALL SPLICES, AND N JUNCTION BOXES. POUTER AND WIRING DISTRIBUTION EMERG. EMERGENCY EQUIP. EQUIPMENT COORDINATE ALL WORK WITH OTHER TRADES AND WITH THE UTILITY COMPANY. MARK CIRCUIT DESIGNATION ON ALL JUNCTION BOX COVERS. CIRCUIT = BRANCH CIRCUIT PANELBOARD EXIST. EXISTING OBTAIN ALL DRAWINGS THAT WILL REQUIRE COORDINATION AND PROVIDE ALL DESIGNATION MEANS PANEL DESIGNATION AND CIRCUIT NUMBER, I.E.4650-1, EXT, EXTERIOR ELECTRICAL CONNECTIONS REQUIRED WHETHER SHOWN ON ELECTRICAL DRAWINGS OR CONDUIT RUIN CONCEALED IN CEILING OR WALL (SEE SPECIAL SYSTEMS AND ' IDENTIFY COMMUNICATION PULL ROPE OR GABLE AT BOTH ENDS FDR. FEEDER DEFINITION SYMBOLS FOR RACEWAY COPING)FIXT. FIXTURE REFER TO REFLECTED CEILING PLAN FOR EXACT LOCATION OF ALL L*WTING DESIGNATING OPPOSITE TERMINUS. FIXTURES, CEILING DIFFUSERS, ETC. CONDUIT RUN EXPOSED FLA FULL LOAD AMPERES USE PLASTIC COATED SELF-STICKING MARKERS SUCH AS THOMAS t BETTS E-Z FLR FLOOR CODE FOR IDENTIFICATION OF CONDUCTORS AND METAL EDGE BANDED PAPER — SII CONDUIT RUN IN OR BELOW FLOOR SLAB OR GRADE FLUOR. FLUORESCENT LOCATIONS OF ELECTRICAL EQUIPMENT, J-BOXES, AND CONDUIT RUNS SHOWN TAGS ON PULL ROPES. ON THE DRAWINGS ARE APPROXIMATE. FIELD VERIFY FOR EXACT LOCATION x'10 INDICATE$ AN EQUIPMENT GROtRND CONDUCTOR GALV. GALVANIZED AND ROUTING OF EXISTING EQUIPMENT AND COORDINATE ALL NEW WORK WITH GFGI GROUND FAULT CIRCUIT INTERRUPTER THE OTHER DISCIPLINES TO AVOID CONFLICTS. 4. CONDUCTORS T__ HASH MARKS INDICATE THE QUANTITY OF CONDUCTORS REQUIRED. UNLESS GNI GROUND FAULT INTERRUPTER GND GROUND UC THIS CONTRACTOR 15 TO OBTAIN AND REFER TO PLUMBING AND DELIVER ALL CONDUCTORS TO THE JOB SITE IN ORIGINAL UNBROKEN CARTON OTHERWISE NOTED, NO HASH MARKS INDICATE 2 '12 AWG (W AWG OTHER DRAWINGS AND PROVIDE ALL CONTROL WIRING, RELAYS, STARTERS, OR REEL, PROPERLY TAGGED WITH U.L. LABEL SIZE, TYPE, MANUFACTURER'S CONDUCTORS INDICATED). WHERE A NUMBER IS NOT INDICATED, THE H HIGH OR HEIGHT TIME SWITCHES, CONDUITS, ETC. INDICATED THEREON AS BEING PROVIDED TRADE NAME AND THE DATE MANUFACTURED (MUST BE MANUFACTURED WITHIN 6 CONDUCTORS ARE 012 AWG (MIN). HORIZ. HORIZONTAL UNDER THE ELECTRICAL WORK. MONTHS). HP HORSEPOWER CONDUIT SIZE SHALL BE AS FOLLOWS: HTR HEATER 6. AS BUILT PROVIDE COPPER CONDUCTORS. 012 AUrz MINIMUM, UNLESS SPECIFICALLY HVAC HEATING, VENTILATING AND AIR CONDITIONING NOTED OTHERWISE ON THE DRAWINGS. PROVIDE SOLID CONDUCTORS, 010 AWG CONDUCTOR SIZE AND SMALLER UNLESS OTHERWISE NOTED. PROVIDE STRANDED CONDUCTORS, 08 MIN. RACEWAY SIZE 12 10 8 PROVIDE RECORD DRAWINGS TO THE OWNER WITH ALL CHANGES NOTED THEREON AWG AND LARGER UNLESS OTHERWISE NOTED. AT EQUIPMENT SUBJECT TO IjG. ISOLATED GROUND AT THE COMPLETION OF THE PROJECT. RECORD DRAWINGS SHALL BE SIGNED ONE-HALF INCH 1 to 4- 1 to 4 INCAND. INCANDESCENT AND DATED BY CONTRACTOR VIBRATION, USE STRANDED CONDUCTORS. THREE-QUARTER INCH 5 to 8 5 to 6 1 to 3 IND. INDICATED ONE NCH S to 13 1 to 11 4 to 5 INT. INTERIOR 1. GUARANTEE USE CONDUCTORS WITH THHN/7HWN 600 VOLTS INSULATION FOR SIZES % AND *QUANTITY OF CONDUCTORS AS NOICATED (TYPJ SMALLER, UNLE55 OTHERWISE NOTED. CONDUCTORS 04 AND LARGER SHALL BE JB JUNCTION BOX CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS THW,UNLESS OTHERWISE NOTED. NDICATES A HOMERUN 70 PANEL 2LA, CIRCUITS 1-3-5 WITH SHARED ON ALL WORK AGAINST DEFECTS N WORKMANSHIP AND MATERIALS FOR A � PERIOD OF ONE YEAR, EXCEPT FOR LIGHTING FIXTURE LAMPS. INSTALLATION OF 600 VOLT CONDUCTORS: CONDUCTORS SHALL BE CONTINUOUS ?LA-1,3 NEUTRAL AND CIRCUIT 1 WITH DEDICATED NEUTRAL KVA KILOVOLT AMPERES KW KILOWATT BETWEEN OUTLETS OR JUNCTION BOXES. MAKE SPLICES IN OUTLET BOXES, KWN KILOWATT HOUR SHOP DRAWINGS PULLBOXE5 OR PANELBOARD GUTTERS. DO NOT SPLICE PANELBOARD FEEDERS. FLEXIBLE CONDUIT w = SUBMIT REQUIRED SHOP DRAWINGS FOR REVIEW WITHIN ONE WEEK OF BID 5. LIGHTING FIXTURES CABLE OR CORD L LENGTH AWARD. ALL EQUIPMENT TO BEAR U.L. LABEL OR THAT OF ANOTHER ARROW INDICATES A PLUG-N CONNECTION LGL LONG CONTINUOUS LOAD ACCEPTABLE TESTING LABORATORY. SHOP DRAWINGS MUST BE STAMPED BY THE FURNISH AND INSTALL LIGHTING FIXTURES OF THE TYPE SPECIFIED ON THE LOC. LOCATION CONTRACTOR FOR CONFORMANCE PRIOR TO SUBMITTING. DRAWINGS. PROVIDE APPROPRIATE MOUNTING HARDWARE FOR THE CEILING — o CONDUIT BEND UP TOWARD OBSERVER LTG LIGHTING TYPE INDICATED ON THE ARCHITECT'S DRAWINGS. FIELD VERIFY EXISTING _ CEILINGS. ENERGY SAVING LAMPS AND BALLASTS OF THE TYPE INDICATED BY SUBMITTALS SHALL INCLUDE THE PROJECT NAME AN -�D CONTRACTORS NAME. THE FIXTURE SCHEDULE SHALL BE FURNISHED AND INSTALLED BY THE CONDUIT BEND DOWN AWAY FROM OBSERVER MAX MAXIMUM SUBMIT SIX SETS OF SHOP DRAWINGS AND AWAIT ENGINEERING REVIEW CONTRACTOR (BALLASTS AND FLUORESCENT LUMINAIRES SHALL BE CERTIFIED MFR. MANUFACTURER COMMENTS PRIOR TO PURCHASING ALL PANELBOARDS, LIGHTING FIXTURES AND BY THE CALIFORNIA ENERGY COMMISSION). MIN MINIMUM OR MINUTES LENSES, POWER DISTRIBUTION UNITS, CONTACTORS, AND DISCONNECT $PIECIAL SYSTEMS RACEWAY CODING MTD MOUNTED SWITCHES. PROVIDE FIXTURES FOR TANDEM WIRING WHERE REQUIRED BY THE CALIFORNIA MTG MOUNTING 9. CONTRACTOR BID ADMINISTRATIVE CODE, TITLE 24. ALL PRE-MANUFACTURED WIRING COLOR T TELEF'H01NE MTC. HT. MOUNTING HEIGHT SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. CONDUCTOR CONTRACTOR'S BID SHALL BE BASED ON ALL WORK SHOWN ON THE PLANS AND INSULATION SHALL BE GREATER THAN THE BALLAST OPEN CIRCUIT VOLTAGE. GENE IG RAL LHTING NA NOT APPLICABLE NF NON NU AS SPECIFIED. ALL PREMIUM TIME COSTS REQUIRED SHALL BE INCLUDED IN . PANELBOARDS LIGHT 6 THE BID, IF CONTRACTOR PROPOSES TO SUBSTITUTE FOR EQUIPMENT N.L. NIGHT LIGHT SPECIFIED, HE SHALL SUBMIT HIS REQUEST FOR CONSIDERATION TO THE PANELBOARD5 $HALL BE FACTORY-ASSEMBLED, DEAD FRONT CABINETS WITH O INDICATES A REFERENCE TO THE LIGHTING FIXTURE SCHEDULE: NTS NOT TO SCALE OWNER AND ENGINEER PRIOR TO THE BID IN WRITING. ALL SUBSTITUTIONS MUST BE REVIEWED BY THE ENGINEER SUCH REVIEW SHALL NOT RELIEVE THE ?0 INCHES WIDE AND EC INCHES DEEP.DOORS, SURFACE OR RECESSED MOUNTED, AS SHOWN ON DWGS.NOT LESS THAN TYPE 'A' FIXTURE INDICATED. P POLE CONTRACTOR FROM COMPLYING WITH THE REQUIREMENTS OF THE DRAWINGS AND PROVIDE TERMINAL LUGS ON MAIN BREAKERS RATED FOR USE WITH COPPER PB PULLBOX SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN SYMBOL ORS, FULL-SIZE NEUTRAL BUS AND BOLT-ON CIRCUIT BREAKERS SINGLE LINE S P.C. PHOTOCELL EXPENSE FOR ANY CHANGES RESULTING FROM HIS PROPOSED SUBSTITUTIONS RATED T EXCEED THE AVAILABLE SHORT CIRCUIT CURRENT. ALL DOOR PNL PANEL WHICH AFFECT OTHER PARTS OF HIS OWN WORK OR THE WORK OF OCHER LOCKS SHALL BE KEYED ALIKE AS DIRECTED BY OWNER PROVIDE PANEL PWR. POWER CONTRACTORS. IDENTIFICATION NAMEPLATE AND TYPEWRITTEN LIST OF CIRCUITS IN THE ® W - WATTMETER DIRECTORY FRAME CLEARLY INDICATING THE LOADS SERVED. REO'D REQUIRED RERECEPTACLE B. MATERIAL AND INSTALLATION PANELBOARDS SHALL BE AS MANUFACTURED BY SQUARE-D CO., TYPE HOOD FOR 120/240V, I#, 3W, WITH BOLT-ON BREAKERS OR EQUAL. SECURE SURFACE MOUNTED UTILITY COMPANY METERING AND TESL BLOCKS AS REQUIRED BY THE RM ROOM ALL WORK AND MATERIAL SHALL CONFORMTO THE LATEST RULES OF THE GOVERNING PANELBOARDS TO CHANNEL MATERIAL ANCHORED TO CONCRETE BLOCK WALL SERVING AGENCY ELECTRICAL CODE AND INSTALLATION SHALL BE OF THE LATEST INDUSTRY STANDARDS TO WITHSTAND WIRE PULLING STRAINS. SGHED. SCHEDULE OF WORKMANSHIP. —�g®TION SWITCH-FUSE! SUTC14BOARD MOUNTING SHT SHEET ALL MATERIALS SHALL BE NEW AND LISTED BY UNDERWRITERS LABORATORY (U.L.), 1. NAMEPLATE SQ. FT. SQUARE FEET OR ANOTHER ACCEPTABLE INDEPENDENT TESTING LABORATORY. STD. STANDARD PROVIDE NAMEPLATES ON ALL PANELBOARDS, POWER DISTRIBUTION UNITS, DISTRIBUTION TRANSFORMER OR INSTRUMENTATION POTENTIAL SURF. SURFACE DISCONNECTS, AND ALL ELECTRICAL EQUIPMENT IDENTIFIED BY NAME rryYl TRANSFORMER SW. SWITCH AS SHOWN IN PLANS. NAMEPLATES SHALL BE LAMINATED BLACK AND SWBD SWITCHBOARD WHITE BAKELITE WITH CHARACTERS CUT THROUGH THE BLACK BAKELITE n YS. SYSTEM (3/16' W*W LETTERS MINIMUM). ATTACH TO EQUIPMENT WITH SCREWS. CIRCUIT BREAKER TEL TELEPHONE TEMP. TEMPORARY OR TEMPERATURE � CIRCUIT BREAKER WITH GROUND FAULT PROTECTION TRANSF, TRANSFORMER TTB TELEPHONE TERMINAL BACKBOARD _ FUSE TYP TYPICAL U.G. UNDERGROUND �' DISCONNECT SWITCH WITH OVERCURRENT PROTECTION UNLESS OTHERWISE U.ON. UNLESS OTHERWISE NOTED GENERAL NOTE 5 NOTED WITH 'NF' DESCRIPTION OF REVISION DATE- DATE VOLT GROUND MOTOR CITY of RANCHO CUCAMONGA VA VOLT AMPERES 1. ALL DEVICES INSTALLED OUTSIDE OR IN DAMP LOCATIONS SHALL BE APPROVED 5. FOR PURPOSES OF CLEARNESS AND LEGIBILITY, THE ELECTRICAL DRAWINGS ARE V.D. VOLTAGE DROP WEATHERPROOF. (NUMBER INSIDE SYMBOL DESIGNATES HP OF MOTOR) VERT. VERTICAL ESSENTIALLY DIAGRAMMATIC. THE SIZE AND LOCATION OF EQUIPMENT IS SHOWN TO SCALE WHEREVER POSSIBLE. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS, TERRA VISTA PARK # 6 W WATTS OR WIRE OR WIPE 2. UNLESS NOTED OTHERWISE, ALL WIRE SHALL BE COPPER ALL WIRE SHALL BE DATA INFORMATION AS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS OUTLETS AT W/O WITHOUT SIZE EXCEPT FOR CONTROLS. W/ WITH UL LISTED, RATED FOR 600 VOLTS, TYPE THHN/THWN INSULATION, NO, 12 MINIMUM SECTIONS WHERE ELECTRICAL WORK INTERFACES WITH OTHER TRADES. MOUNTING WEIGHTS As INDICATED ON s TERRA VISTA SYMBOLS LIST,UNLESS OTHERWISE NOTED PARKWAY EAST W.P. WEATHERPROOF b. FUSES FOR MOTOR PROTECTION SHALL BE PER NAMEPLATE RATING OF EQUIPMENT BY SPECIFIC LOCATION IN PLANS 3. THE CONTRACTOR SHALL PROVIDE SUPPORT FOR ALL FIXTURES AND ELECTRICAL SPECIFIED. EQUIPMENT TO COMPLY WITH THE SEISMIC REQUIREMENTS OF THE UNIFORM 1. ALL UNDERGROUND BONDING CONDUCTORS SHALL BE COPPER PRESS/ SPECS., SYMB., FIXT. SCHED., & GEN. NOTES BUILDING CODE AND ALL LOCAL ORDINANCES. � .KE 1- I S. WIRING IN JUNCTION BOXES, USED TO FEED SURFACE MOUNTED FIXTURES, �6 APPROVED BY: DATE itl4ff 4. ALL CONDUIT CONNECTIONS TO MACHINES AND EQUIPMENT SUBJECT TO VIBRATION SHALL BE MADE WITH LIQUIDTIGHT FLEX CONDUIT. ETC., SHALL BE ACCESSIBLE WITHOUT THE REMOVAL OF FIXTURES. n ' CITY ENGINEER RCE No. RECOMMENDED DESIGN* PROVIDE SUFFICIENT SLACK TO ELIMINATE VIBRATION. ARRANGE CONNECTIONS 70 6/ wnloa,..r..,o.-.� PREVENT THE ENTRANCE OF MOISTURE. PROVIDE CONTINUOUS GROUND WIRE �GP� XP T.C. " &1< !LlO Tl110 O ONl VLT/NO THROUGH ALL FLEX TO ASSURE GROUND CONTINUITY. � CALIF - INSTALL EQUIPMENT GREEN GROUNDING CONDUCTOR, DRAWN Sinh° & Keyfouver Engineering, Inc. SHEET SIZED PER N.E.C. 250-95 IN ALL CONDUIT$, M.O. 911 S. PRIMROSE AVE., SUITE C MONROVIA, CALIFORNIA 91016 GROUND WIRES ARE NOT SHOWN ON DRAWINGS, 626-930-1383 Fox: 626-930-1385 CHECKED Job " 98096 DRAWING No. L.J. 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A, if; .,?�', ................... ............ .. .­..�.._.�...-...--.....1 / 1, % . . I—- :11• �* Jpi., ... -'r.......".. '. ................. ­..�'!­ '. ......I--......................... ­­_., _ r . ! _ � I 1� . I I ; \". \ . 1, REFERENCE NOTES , % I / I .P. ! ;. 11. :: ; .. � 11 4 : I I .1 I " % 11 <Z) MAKE CONNECTION TO ELECTRIC WAND DRYER SLOWER MOTOR ASSEMBLY. : I � I � I I I \ � ; ; , . . MIN ?1 ,x4 WR PROGRAMMABLE TIME CLOCK. 12ip VAC, GEC CXLRTIFiED UTW MIN WD MEC�4AMCAL CARRY OVER. DESCRIPTION OF REVISION DATE DATE m 4 . � : ! (a) IRRIGATION MJMP CONTROL PANEL. CITY of RANCHO C U CAM 0 N GA � ; ! : ? (2�) STUB-UP CONDUIT FOR IRRIGATION CONTROL UJIRIW-s 6" ABOVE FINISHED - GRADE (IRRIGATION CONTROL WIRING BY OTHERS). ; . TERRA VISTA PARK # 6 1 SCALE- I"s-W-C" AT TERRA VISTA PARKWAY EAST I ESS/ , SITE PLAN \, KE 4 / APPROVED BY: I DATE &J/ik 1� y rr ) Ir 11 I/ I k"(,e I I CITY ENGINEER ������� RCE No. , , � - 01 * DESIGN ____/ RECOMMENDED MYOMA NIO AL I- T.C. 1.m L=_�11411T 7_1 TING " - of- cp-\F DRAWN Sinho & Keyfouver Engineering, Inc. SHEET 911 S. PRIMROSE AVE., SUITE C I M.O. - MONROVIA, CALIFORNIA 91016 2 SCALE r 1 626-930-IM3 Fox: 626-930-1385 &ITE f=LAN 1/4 14011f.c.1 A CHECKED Job No: 980% DRAWING No. L.J. DATE FILE NO. - 7_2 E2 170b-L 1 SHEET OF I i ; � � 15 � / I-0, �* , .. ....­ -\` -1� I - ". P �1 0,0 X, ,I/ - // / �:! I/ , , �_ .1 /�// / - 7 2 A - \ A X, t / - -- q+- "I ,� ........... .. I , I . I 61/7, 1 < \ r *Ie I i - _........ " 'I - It 141--<D , -1 � / ///// /X �- // , ,/ / / I 0 L� :) I C� VOLTAGE 120/240 10, 3W PANEL -A" LOCATION RESTROOM-ELECT. ROOM BUS AMPS_--- ?25 TOP FEED R SURFACE MTG. MAIN BREAKER p A.F. A.T. BOTTOM FEED p FLUSH MTG. O LUG$ ONLY ® REMARKS C G K K C 14 N DESCRIPTION VOLT-AMPS L OUTLETS C BUS C OUTLETS L VOLT-AMPS 1210 VAC CKT. S A B L L R M B T AB T B L R M L A B RESTROOM INTERIOR LIGHTING 408 • 5 20A-IP 1 2 20A-IP 5 900 INTERIOR RECEPTACLES RESTROOM EXTERIOR LIGHTING 305 • 5 3 4 2 360 EXTERIOR RECEPTACLES TIME CLOCK CONTROLS 10D 2 5 6 2 360 TELEPHONE BACKBOARD RECEPTACLES PHOTOCELL WALKWAY LIGHTING 986 • it 20A 1 - 8 20A Il • WS WALKWAY LIGHTING (MTD. ABOVE ROOF) = W6 • 2P 9 - 10 2P • 9?8 - IRRIGATION PUMP 4800 1 60A 11 12 00A-IPI I 900 HAND DRYER PG 4800 - 2P 13 14 I 900 HAND DRYER IRRIGATION CONTROL PANEL 1000 I 20A-IP 15 - 16 SPARE TIME CLOCK SPARE 11 18 SPARE SPACE 19 R24 — TIME SPACE tti H21 23 CLOCK SUB TOTALS 6294 1091 t 3088 2249 SUB TOTALS CONN. PHASE TOTAL: A 9382 B 9340 CONN. PANEL TOTAL 16122 VAt MAX. CONN. LINE CURRENT 18.18 AMPS TC2 (KVA) PANEL TOTAL 18.12 . L.G.L. (,25) 1.15 19.81 KVAt BALANCED CURRENT 8219 AMPSt DESIGN LOAD KVA TO RESTROOM LTG. FIXTURES OFF 30A 1 3 NAND AUTO CONTACTOR PCI TCI-1 AUTO Cl Cl PANEL SCHEDULE A NONE HAND T T J low 0 FROM PANEL 'L' CAP STUB-UP SUCH THAT TO WALKWAY TOP OF CAP IS FLUSH INPUT LAMPS MANUFACTURER OFF 30ALTG. FlxtuREs WITH FINISHED GRADE TYPE DESCRIPTION VA MOUNTINGS 4 CATALOG NO. REMARKS NO. UJATTS TYPE HAND AUTO CONTACTOR 1 9 8 \I/ \li \I/ \I/ \I/ \I/ \I/ \I/ FINISH GRADE TC2-1 \/\/\/\/\/\/\/\/\/\/\/� ARCHITECTURAL AREA LKsHTING AUTO /\\/\\/\\/\\/\\/\\/\\�\\/\\/\\�\\ O POST TOP LIGHTING FIXTURE 1i6 1 I� HIPS POLE TOP •ALR-I25-2-100HPS-240 FINISH TO BE SPECIFIED --4 C2 G2 T 777 //• //• //• //• //• //• //• //• //• //• //•� VANDAL FIN TYPE 1" WITH •PR4-4RI4-226 POLE, DRIVEN 1/2" x 18" NIPLE 4' 01A. x 12'-0' HIGW 8Y ARCHITECT HAND RIGID GAVANIZEO CONDUIT PROTECTOR 5000 SERIES FROM PANEL 'L' MOISTURE AND DIRT RESISTANT WALL CIRCUIT NUMBER ILICONDUIT O WITH PRISMATIC LENS Be CEILING ENCLOSED AND GASKETED 61 1 bo HPS OR KENALL SM 1200 PROVIDE CONTACTOR WITH CAP NOVA II 1200 SERIES AMOUNT OF POLES AS REQUIRED RESISTANT RE RT MOISTURE AND DISIS FOR CIRCUITS CONTROLLED (TYP.) O ENCLOSED AND RT EISTED 62 2 32 T8 F32 &MACE KENALL 9'1210-ESTO 120V R WITH PRISMATIC LENS DEFENDER 5300 SERIES OUTDOOR FIXTURE O 61 1 SD HPS WALL KENALL '5310 ENCLOSED AND GASKETED 120V WITH PRISMATIC LENS so LIGHTING CONTROL DIAGRAM SCALE D UNDERGROUND STUB LOCATER DETAIL SCALE 2 NONE NONE LIGHTMG FIXTURE SCHEDULE GENERAL NOTES: L VERIFY EXACT LOCATION OF ALL L*HT FIXTURES WITH ARCHITECTURAL REFLECTED CEILING PLAN. 2. COLOR OF ALL LKsHT FIXTURES SHALL BE SELECTED 15Y ARCHITECT. 3. ALL LIGHT FIXTURES SHALL BE FURNISHED AND INSTALLED COMPLETE WITH ALL NECESSARY HARDWARE,FITTINGS AND LAMPS. LIGHTING FIXTURE SCHEDULE SCALE B NONE _2 CONTRACTOR PROVIDE STAILESS 4" DIA. x 12' ROUND TAPERED STEEL STRAPPINGE ALL HAND HOLE ALUMINUM POLE (TYPICAL) POLE cDr— TAMPER PROOF HAND HOLE WITH TAMPER PROOF NAND HOLE WITH ALUM. BASE COVER GROLIND LUGS ALUM. BASE COVER CsROIAdD LUGS S FOR TOP (4)ANCHOR BOLTS DRYPACK (4)ANCHOR BOLTS 5',OF IPOS BASE PANEL A" ROUND ALL DRYPACK `' �----- 5'-0" ELECTRCAL SERVICE 120/240,1 IPH, 3W. 200A (3)• TIES FOR TOP _ n • — FINISH GRADE I a I 5" OF POST BASE FINISH GRADEI - I a• . ° •4 •5 VERTICAL REBAR ° APPROX. 4'-- //\/\/\/ � a�„ • /\\/�\\//\� �° $ � 3" CLEAR a PAVEMENT 24" MIN. IT •3 TIES x 12" POLE a PAVEMENT I I° • 3 TIES 12" POLE ° • x 04M 200A o I I 2P 3" CLEAR CONDUIT AS I CONDUIT A5 � I a - I I RE=IRED �P _a REQUIRED LIFER GROUND _ 125, DESCRIPTION O F REVISION DATE DAT E 54" MIN. ° I G.W. METAL PIPE AF 54 MM CITY of RANCHO CUCAMONGA I � I 1 " b CU- 3/4" 4 s 5 VERTICAL REBAR _ a p 1 • EACH CORNER s 1 • EACH CORNER — ° SUBMIT SHOP DRAWINGS SIGNED TERRA VISTA PARK # 6 BY A REGISTERED STRUCTURAL ° e 3' G.O. 1 1/2 C-3 1 4 1 . 6 CND. AT ° ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION OF POLE BASE TERRA VISTA PARKWAY EAST ROUND 18 ROUNDN. DETS.f PNL. SCHED.f FIXT. SCHED. & DIAGS. � \a\ .KErFgGL�, APPROVED BY: 4f DATE k CITY ENGINEER AT FINISHED RCE No. GRADE AT UJAL<WAI'S E * DESIGN M�OMANO/►L RECOMMENDED T.C. & C G� OONra iLTING 1 \\ _S Sion DRAWN Sinho & Keyfouver Engineering, Inc. SHEET M.O. 911 S. PRIMROSE AVE., SUITE C MONROVIA, CALIFORNIA 91016 LIGHTING POLE 14-10UNTING DETAIL SALE I SINGLE LINE DIAGRAM SCALE C CHECKED 626-930-1383 FJob ax: N2�6-930996 DRAWING No. NONE NONE L.J. DATE FILE No. E317ob-L TowCheney S&K Engineers, File: 096-E3.dwg 11/04/1999 11 :07:27 SHEET OF