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HomeMy WebLinkAbout1836-L DEVELOPER/OWNER MASTERCRAFT HOMESLANDSCAP E... ARCHITECTURAL PLANS MASTERCRAFT HOMES 400 N. TUSTIN AVENUE SUITE 290 WELSON AVENUE TRACT 13527 & LOT A SANTA ANA, CALIFORNIA 92705 (714) 565-0100 FAX (714) 565-0700 LANDSCAPE MAINTENANCE DISTRICT NO , 7 VICINITY MAP GENERAL NOTES SHEET INDEX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION. L,-1 TITLE SHEET 0 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKER'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L-2 CONSTRUCTION PLAN - CERVANTES PLACE 0DAMAGE INSURANCE AS REQUIRED BY LAW. 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT PASEO - TEJAS COURT W CARMEL KNOL j 1-800-422-4133 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L-3 CONSTRUCTION PLAN - WILSON AVE 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL TEJAS Cl.. U RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L-4 IRRIGATION PLAN - CERVANTES PLACE WILSQN AVE PASEO - TEJAS COURT 7• WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L PRDJECT HAVE BEEN APPROVED BY THE CITY ENGINEER. L-5 IRRIGATION PLAN - WILSON AVENUE SITE 8 SLOPES IEXCESS OF WIDE FLAN SVERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT AREA AT THETOE OF SLOPE. L-6 TREE / VINE PLANTING - CERVANTES PLACE SUMMIT AVENUE 9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT PASEO - TEJAS COURT q ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL zCONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE L-7 TREE / VINE PLANTING - WILSON AVENUE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL L-S SHRUB PLAN - CERVANTES PLACE REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER PASEO - TF�.TAS COURT HIGHLAND w AVENUE COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10- APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. L-7 SHRUB PLAN - WILSON AVENUE 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. L-10 IRRIGATION AND PLANTING DETAILS 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: * BETWEEN CITY—MAINTAINED TURF AND CITY—MAINTAINED SHRUB AREAS — 8" WIDE X 6" DEEP CONCRETE HEADERS L-11 IRRIGATION AND P G SPECIFICATIONS NTS BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS * BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS L-12 LIGHTING DETAILS BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE L-13 LIGHT POLE FOOTING DETAIL FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. MAINTENANCE RESPONSIBILITY MAP 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: L-14 GRADING FOR LMD AREA ALONG WILSON AVE AND * PLANT IN * PRIOR TO THEORDANCE COMMEN EIME TITY OFSANYDARD PLANTINNG,,SAN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. CERVANTES PLACE, AND LOT A * ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. * ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. LANDSCAPE QUANTITIES CONSULTANTS WILSON AVE. PASEO-TEJAS COURT TOTAL SHRUB AREA 18,380 SF 52% TOTAL SHRUB AREA 4,008 SF 58% t TOTALSHRUBs 1,504 TOTALsuBs 397 CIVIL ENGINEER ELECTRICAL ENGINEER LANDSCAPE ARCHITECTS . TOTAL COBBLE 6,434 SF 18% TOTAL COBBLE 1,700 SF 20%TOTAL 4'SIDEWALK 6,640 SF --- - TOTAL T SIDEWALK 3,320 SF 19% TOTAL 4' SIDEWALK 9% TOTAL G SIDEWALK 1,173 SF 1396 MADOLE ASSOCIATES INC. ELITE ELECTRICAL LANTEX '1 sq Oj TOTAL RETAINING WALL 715 SF 296 10601 CHURCH STREET SUITE 107 9415 BELLGRAVE AVE 31726 RANCHO VIEJO ROAD SUITE 206 --E RIVER NGA C UCAM 663 SF 100% RA -- NCHO COA.91730 SIDCALIFORNIA N JUAN CA TOTAL ALL AREAS 35,489 SF 100% TOTAL ALL AREAS 7 - -- - ------ - -- - SAAN CAPISTRA - - --- - --- 92675---- E�t� Ir;� �: � , •.� -,�.•ti„=� LANDSCAPE MAINTENANCE AREA TOTAL CITY MAINTAINED ACRES 0.8147 'TOTAL CITY MAINTAINED ACRES 0.1759 PH:909-948-1311 PH:909-6815811 [9491248-1993 FAX 949 493-0706 PASEO - TEJAS COURT CERVANTES PLACE LANDSCAPE MAINTENANCE AREA di de TOTAL SHRUB AREA 2,660 SF 52% WILSON AVENUE TOTAL SHRUBS 165 C,VC��``''l TOTAL COBBLE 960 SF 18% Q 0 d TOTAL 4' SIDEWALK 1,015 SF 19% TOTAL T SIDEWALK 508 SF 10% DETENTION BASIN- _ TOTAL RETAINING WALL 50 SF 1% i TOTAL ALL AREAS 5,193 SF 100% w DESCRIPTION OF REVISION DATE crry TOTAL CITY MAIlNTAINED ACRES 0.1192 APPROVED: WILSON AVE. TREES ►s-+ CITY OF RANCHO C U C A M O N G A Q 38 - 15 GALLON CERCIS OCCIDENTALIS REDBUD Q Q 19 - 15 GALLON PINUS CANARIENSIS CANARY ISLAND PINE M A S T E R C R A ET HOMES 1 - 36” BOX MULTI PLATANUS RACEMOSA CALIFORNIA SYCAMORE --- - -- ------ - - 6 - 15 GALLON LAGERSTROEMIA INDICA 'MUSKOGEF CRAPE MYRTLE WILSON AVENUE TRACT 13527 2 - 24" BOX RHUS LANCEA AFRICAN SUMACdo U _. + a at w CERVANTES PLACE LANDSCAPE MAINTENANCE DISTRICT -- - -- -- - - 5- 15 GALLON CERCIS OCCIDENTALIS REDBUD TITLE SHEET 6 - 24" BOX RHUS LANCEA AFRICAN SUMAC NOTIFY CHARLES POLING OF M.W.D. TWO DAYS PRIOR APPROVED BY: DATE: _ PASEO-TEJAS COURT TO THE START OF WORK. 909-780-1511 EXT. 2764 CITY ENGINEER RCE: 2 95 3- 15 GALLON PISTACHIA CHINENSIS CHINESE PISTACHE DESIGN PIAN PREPARED BY: RECOM NDEo Underground service Alert LANDSCAPE MAINTENANCE AREA B.H. LANTEX E Y 2 - 15 GALLON SOPHORA JAPONICA JAPANESE PAGODA TREE PY- Call: TOLL FREE CERVANTES PLACE 1 - 36" BOX MULTI PLATANUS RACEMOSA CALIFORNIA SYCAMORE D�'�"" RANCHO ROAD SUITE los S.H. •H- SSAN AN JUAN CAPISTRSTRANO, CA. 922E 675 SHEET 1-800 48-1993 FAX (949) 493-0706 L- 1 of 14 422-4133 NTS QUANTITIES OF SHRUBS SHOWN ON THE LEGEND ARE FOR ESTIMATING PURPOSES ONLY. FINAL QUANTITIES FOR CHECKED RIA NO 2403 DRAWING NO. two www DAYS waaE YOU 010 PLANT MATERIAL INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIREMENT. B•H• DATE O a 1836—L PRn, IFC,T ':;HFFT Nn nF SEWER WATER OF O TEJAS OUR s•� A�wWWWNOTE:FIBER oPnCs ®�� GENERAL CONSTRUCTION NOTES STORM DRAIN s. IF THERE IS A DISCREPANCY BETWEEN THESE 1. ALL DIMENSIONS ARE TAKEN FROM CURB FACE,BUILDING FACE OR EDGE OF PAVING, UNLESS OTHERWISE I I I I I I CONSTRUCTION NOTES AND THE GREEN BOOK NOTED ON PLAN. THE DIMENSIONS ARE SHOWN FOR APPROXIMATE UNE AND ALL RADII I1 ' REQUIREMENTS, THE GREEN BOOK STANDARDS AND CURVES ARE TO HAVE CONTINUOUS AND SMOOTH TRANSITIONS WITHOUT ABRUPT CHANGES ICY (-9) 1 ~` ! WILL SUPERSEDE THE ABOVE CONSTRUCTION OR BENDS. x T- ° 2. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE INSPECTED AND j4. NOTES. APPROVED BY THE LANDSCAPE ARCHITECT AND THE CITY INSPECTOR PRIOR TO POURING. (GIVE A MINIMUM 48 HOUR NOTICE) �•. T 8; I 3. FOR SITE GRADING SEE GRADING PLANS. CURVILINEAR SIDEWALK 4. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE HELD 101 CONNECT TO METER PED. LOCATE PER CITY INSPECTOR ° I SIDEWALK LAYOUT IS CONCEPTUAL ONLY. LIABLE FOR ALL DAMAGES INCURRED. 100 AMP MAIN 2-20 AMP CIRCUITS 220 VOLT 1'PVC CONDUIT. 14' 1 16' ! APPROVAL OF THE SIDEWALK LAYOUT WILL BE 5. CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVE LOCATIONS SHOWN ON IRRIGATION PLAN AND 4#10 THHN CONDUCTORS 1#10 THHN GRND. I 9 ! CONSTRUCTION PLAN. 'A'CIRCUIT#1 &2 (6 CIRCUITS AVAILABLE) 9 i 7 MADE FROM THE APPROVED CIVIL ENGINEER'S CONSTRUCTION 7 a 6. ALL CONSTRUCTN AND WORKMANSHIP WILL CONFORM TO THE LATEST U.B.C. INSTALL PHOTOCELL ON SERVICE PEDESTAL " l STREET IMPROVEMENT PLAN. SEE SHEET L-14 T. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE CONNECT LIGHTING TO IRRIGATION PEDESTAL i I I ! THIS SET. LOCATION MAY REQUIRE FIELD BROUGHT TO THE ATTENTION OF THE LANDSCDAPE ARCHITECT AND THE CITY INSPECTOR. s' L 1 �' ADJUSTMENT AS NECESSARY TO MEET FIELD 8. CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS AND SITE CONDITIONS BEFORE ( / ! CONDITIONS AS APPROVED BY THE PUBLIC STARTING WORK. THE LANDSCAPE ARCHITECT AND THE CITY INSPECTOR SHALL BE NOTIFIED IMMEDIATELY OF ! ANY DECREPANCIES OR POSSIBLE DIFICENCIES. WORKS INSPECTOR AND PROJECT PLANNER 9, CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED SIMILAR TO THE DETAILS FOR THE 4 PRIOR TO FINAL CONSTRUCTION. RESPECTIVE MATERIALS. 1 : I 7 ' 10. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.ALL BRACING,TEMPORARY -3' SUPPORTS, SHORING, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR OBSERVATION VISITS TO THE 1 ? JOB SITE BY THE LANDSCAPE ARCHITECT AND CITY INSPECTOR INCLUDE INSPECTION OF CONSTRUCTION • ma ! METHODS AND SAFETY CONDITIONS AT THE WORKSITE. THESE VISITS SHALL NOT BE CONSTRUED AS ELEC.TRANSFORMERCUI 1 s• - CONTINUOUS OR DETAILED INSPECTIONS. C "a"""`O" PER ENGINEERS PLANS I`` I PRfVA� 11. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED BELOW OR INDICATED ON I':. THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE OWNER, r roetAe CAP ISI SHEET L-14 ' I::_•; '.-' LANDSCAPE ARCHITECT,CITY INSPECTOR AND THE APPUCABLEM GOVERNING CODE AUTHORITY. 12. ALL CONCRETE COLORS TO BE SELECTED 2 WEEKS PRIOR TO THE INSTALLATION AND APPROVED BY THE b. LANDSCAPE ARCHITECT AND THE CITY INSPECTOR. ,�. a ! 13. ALL STRUCTURAL SPECIFICATIONS FOR ALL CONSTRUCTION ITEMS SHALL BE PER SOILS ENGINEER, ` ' STRUCTURAL ENGINEER OR CIVIL ENGINEER'S RECOMMENDATIONS. Y wrNtltuN' o o r 1 r _o• r s• , ;; r- j I I?' I (-OO f f p CONSTRUCTION LEGEND , };..�. " - 9 7 Ot STREET LIGHT -TYP. REFER TO STREET A 19-6' a b., �J - TH19 E A . ! ! PLANS FOR EXACT LOCATION 3 COURSE MAXIMUM i o 1 2 GRANITE BOULDER, SIZE AS SHOWN. PER CITY STANDARD DRAWING 542 SHEET L-10 PACIFIC BELL BOX PER 3 RIVER WASH GRANITE COBBLESTONE. PER CITY STANDARD DRAWING 542 SHEET L-10 ENGINEERS PLANS } rNo"" mw® ��� ! 4 BOMACRON PAVING, RANDOM ASHLER DETAIL 'B' SHEET L-3 MATCHLINE SEE SHEET L-3 5 SURFACE FOR RETAINING / SLOUGH WALL - PER DRAWINGS 1819 AND 1836. i"actit 6' SEE DETAIL 'A' SHEET L-2. HEREON WALLS TO BE CONSTRUCTED PER STREET PLAN WILSON AVENUE 11 °' W T SO - 7 L° O6 MEANDERING CONCRETE PATH WITH CURB AND HANDRAIL PER L ADA SPECIFICATIONS - PER SHEET L-14 AREA 2 COURSE MAXIMUM EASEMENT (DPLANTER �8 CONCRETE SIDEWALK - PER STREET PLANS - DRAWINGS 1435, 1819, 1836 NOTES* ;rye 14t1 tNls ,. �. fill" erith goat end redea. ` ?� O CONCRETE HEADER. PER CITY STANDARD DRAWING 534 SHEET L-10 2. Omit mercer from vertical joints in first coarse eseve finished grade on 32' centers for .veep noses. SS S. Pour footing ape+nst r�iatarAee maturer ao+�. 1. ROUNDED MORTAR CAP WITH STUCCO FINISH S 4. No live '•°° surcharge 1116.04 on fill. 2. STUCCO FINISH OVER BLOCK. APPLY -COATS OR BROWN. ` I b, � I 10 PASEO LIGHT. TYPE "A" MANUFACTURED BY SPAULDING f S. Fodhn to ►e eanstructed of Portland Compaq concrete , 0 6. Top e} leering may ec Pieced parallel to parkway ,rade if APPLY 1-COAT OF COLOR. COLOR TO BE MATCH EXISTING t I in sDESCRIPTION: CAMBRIDGE LIGHT PER SHEETS L-12 AND L-13. neer grade is raar.ety flat end uniform. PERIMETER WALL 3. SIDEWALKO 1 STORM D t G2- 12'-6" TUBULAR STEEL MAINTENANCE ACCESS GATES PER STREET PLANS s' CITY OF RANCHO CUCAMONGA, CALIFORNIA 4. FINISH GRADE 1 1 D BY, CONCRETE BLOCK SLOUGH WALL nAaAaD �Aw NOTE:RETAINING WALL SHALL BI , 8 E INSTALLED PER CITY DETAIL 004 12 6' TUBULAR STEEL FENCE PER STREET PLANS AND SHEET L-14 �? 6.1- 605 SLOUGH WALL SHALL BE INSTALLED PER CITY DETAIL 605 ` I I `N"` DATE UK WM STAMDiUW SOWMATIMS roil n'K" W&M earMM""at *4wT t Or , SEE DWG* 1836 SHEETS 1 -3 CONSTRUCTION NOTE#8 24953 OF THE CIVIL ENGINEER STREET IMPROVEMENT PLANS. I 13 DRIVE APPROACH PER STREET IMPROVEMENT PLANS 4 5 8" PVC YARD DRAIN WITH CURBSIDE DRAIN OUTLET PER STREET PLANS O I --(5) P. AND CLEAN OUT AT BACK OF RETAINING WALL. n . � 15 RETAINING WALL PER CIVIL ENGINEERS PLANS rs 2 . :. •� i ►-_LII---I 11=_ l r i ,. � -III-1� 1 )� 5 16 SCREEN WALL PER CITY STANDARD DRAWING #606.masoEry '" " "� 7 NP• SEE CIVIL ENGINEER STREET IMPROVEMENT PLANS I4 raw t 3 III=1 I I III 03 -"0 4 ra! r', ( CONSTRUCTION NOTE 11 SHEETS 1 - 4 DWG.#1836zr J ra! /' I_I -III-- 4 ,.>a 1 - -- -- • III I�I\ � r � '�= 6•alw � -1 11-111-I I f- :::..... �..: ..•:• _III-III- � ( I I FI _ , � -� �- N:6_C mar I_ 9 NORTH , III1I1=1 .:,'s 1=III--1I ` ,� r � �1111�11111�1111= _ III - II I1111�1- IL FOS » I dMdFp AisWp M Jae M ��wM>y.. ..KA.... a>.r<./----� g�� •�.J EXF`If�E S 1111-30-2004 ,,,�,. ,,, ,,, (�)DETAIL A RETAINING /SLOUGH WALL 7 E SCALE:3W-1'-T MATCHLINE SEE SHEET L-3 r4r«. z to rat 2 x yi*rd 6' TUBULAR STEEL FENCE ON TOP OR RETAINING TYPE A WALL TYPE B WALL P WALL PER PRODUCTION WALL AND FENCE PLANS AND CIVIL ENGINEER'S PLANS. 'LE " FLOWL INE. SEE FLOWLINE. SEE f DESCRIPTION O F REVISION DATE CITY TIP. o.,.,...r �-a' i•T 4=s" 3'-4' 6=0" Ira Des,q,,M r 4' r•o' 4'-dr' ,f-a' 6'-O• tTAt 0.Ev. 172A1 L� MD ELEV. 1T29A A w 5�z" .Y•6" 5,V, 4"" 4=6 B w 1=0• !'0' Y-4. j't' e•-0- SHEET L-14 6 SHEET L-14 APPROVED 94016 #4t?f6 0 A c4ldK R16 A *4016 s•S(dr6 B te- '4(d!a 'e�erJ HANDRAIL CITY OF RANCHO C U C A M O N G A A 44RK -4tb/6 95016 I 400/6 04L?If 05 9 A0~0cewc. t.! J.1 !4 7 ♦O B ST(dK o4,2r6 '4�/J '4(J/J - PAD �" " ' - MASTERPIECE BY ee. n/�s s»e„ .«Y i - - COBBLE COBBLE - - • Gp.fI/L.f. t.3 Z. 3.0 J.J J.6 Rete%LJs./L. J.S JJ /l.6 I.- /S.0 ReNN Cb.%C.0 9.1 9.6 //.J 12.9 /S.I - �- K ------------ -- CITY OF RANCHO CUCAM ONGA, CALIFORNIA - - - - I = M A MES TERCRAFT HO AVPMVCD )y. STANr"D ►LAN MASONRY RETAINING WALL TRACT 13527 boa x,_20, 1 �- 2' 3 _11 „ • MI 953 DATE USE WN STANDARD SKCIFICATUMS FOR K� WORKS ro,rsT>n,ellcw SHEET ,oft �- N / _--____ __,_____ __ __ �, LANDSCAPE MAINTENANCE DISTRICT - 8 6 - 2 4' VARIES AR VARIES 9' - 22 / BASIN ' 71 10' MINIMUM CONSTRUCTION PLAN VARIES VARIES all = APPROVED BY : " ' DATE: `- CITY ENGINEER A RCE NO 24953 1 60' 1 WH SON AVENUE DESIGN V RECOMMF,,NDED Underground Service Alert V B H LANTEX INC. LANDSCAPE ARCHITECTURE/PLANNING Inc. US) r 01, Call: TOLL FREE DRAWN 31726 RANCHO VIEJO ROAD, STE los SECTION A-A 118"-1'-0" SAN JUAN CAPISTRANO, CA. 92675 SHEEir - INDEX 1NIAP N.T.S. s.H. (949) 248-1993 L-2 of 14 1-800 SEE CIVIL ENG. PLAN SHEET L-14 FAx 493-0706 DRAWING N0. 422-4133 CHECKED H RLA NO 2403 1836-L t►Mo rioRfaNs DAYS BEFORE YOU 016 DATE SHEET OF SHEETS SEE CIVIL ENGINEER PLANS FOR PERIMETER WALL t•�,�irr'� MATC H LI N E SEE SHEET L-2 v AND RETAINING WALL LOCATION. ��R��®�1ll�t ����■�1�1� ���11�1���■ ■ � fir, � I F�f� _� w�' ) I It ;.LOT-1.6L...- -W . -�.OTA5- _�L.o�14_. 1-3.._..�. 17�t --- LOT 12 LOT 11, I z■ C3■ 2drC O 02' 2' ■ - 7 — — --- — — 19) 08 +-449 TYP 6; ' 9 ,. .,. .. ..,... - — P. — ■ o o (2)TYP. o o Z on - - - - — _ — — - - - - - - — _ _ < 1w WE - 4 ' 4'- — IS=9'r 8' — W■ WEI 47' 8' 18'_6' -9' 18'-10' 46'-2' 191-51-10' 9'-l0' 7'-4' 41'-8' '-6 5'-2' - 5'-4' 4'-8' 4'-WILSON AVE . 5'-4' 4'-6' 4'-1' w W■ _ '5' T-4' Z■ — — -- — — — — _ _ _ _ V 1111111 36 00 41 +C r7 1 fh - 34 - - - - JF - - -�---- - - ---+— - - - - �- - 1 - N 1 / ! 1 TYP.Pit riM� i / SEE CIVIL ENGINEERING 09 toR RETAINING WALLS ■ _' MATCHLINE SEE SHEET L-2 ■ t- - -- �..QT 20...- . LOT 19. ■ 2 - T---- --- - -- --- _- - T---r - ----- -- - - - - - - --- - _ .�r . ..w n � -LCAT a-8 i 3, 1 �' , 1 - T- 4 _ 0 TY P ,'-8' TV LL. ■ �--* ** 5 3'_11 g' O 2 '2 ' � -- � ■ _ ® I= 11. 6' 3 f*" 7 W■ O7 -: - - 3'-2' _ 03 -* W 3 2• 5 2' ■ � 2' 9 2 ■ 7 `�— — — ■ a- ■ O , ■ a_ o■ 9 TYP. ■ _ ■ _ — --- -- - — — - - — — - - - --_- — - - - — - - - - - - — — - - - - - - - W W ___ — — ■ W■ 10'-6' 18'-5' -- 28'-5' 24' SO'-2' S' 19'-f0' TirT' 23'-10'' — — — — W {� —r — — — — — — -- — — — WfLSONAVE._ I� � r I-- ' '— — — -- 4'-6' }9'-5' 1 TYP I w �1 r --- - — -- — — — — — _ S� —19'_ I l l I I ■ W Z■ _ 51'-3' 4'-7' 12'-2' 7'-6' 3'-6' 3'-7' I — 31' 4' 9'-4' S• ■ Z — I ............ _ I_ — is ■ 35 + 00 Q: NG �3�LE2B1L�NYSCAPING IN THIS AREA _ - _ _ _ _ _ _ ■ Q ■ — �— �- ■ �■ / l I � — ■ ■ � DETENTION BASIN � �� - - - - - - - - - - - -■ SEE CIVIL ENGINEER PLANS FOR PERIMETER WALL LOCATION SEE CIVIL ENGINEERING PLANS FOR TUBULAR STEEL FENCE ■ J © ® 'cr 2 � w 7 8 9 3 a . ... . ..: .. . ... .. 13:. ■ . ::.. 7 ■ Q --�TYP. 9 ■ � 9 9 9 LL 7 ■ W - LU 48'-2' 19 —�2-�_ 19'-2' ■ 3'-8' 4'-6' 3'-1' �-8' 3-T 1'- -ice-1' -14'=3'— — —13'- — — — ■ W ■ 3'-3' I 5'-6' 3'-4' � 5'-5' 3-4' 19'-6' 12'-3' 19'-3'-- 9'-5' 19 — 59' 5' 9'-9' –■ J ■ 25 +00 _ UU WILSON Avt. 5'-1' 3-3' S'-7' 3'-3' 5'-7 2'-3 5'-5' 3'-11' E4 27 + 00 /� . f { ■ _ CONSTRUCTION LEGEND 01 STREET LIGHT - TYP. REFER TO STREET ' * NORTH PLANS FOR EXACT LOCATION �� ���a 1 —— 20 2 GRANITE BOULDER, SIZE AS SHOWN. PER CITY STANDARD DRAWING 542 SHEET L-10 EXPIRE s 11.1401 2rx" 3 RIVER WASH GRANITE COBBLESTONE. PER CITY STANDARD DRAWING 542 SHEET L-10 1. CONCRETE CURBS AND GUTTER 4 BOMACRON PAVING, RANDOM ASHLER DETAIL'B' SHEET L-3 2• L' PREMOLDED EXPANSION JOINT FLUSH WITH ADJACENT MATERIAL. CAULKING TO MATCH CONC. 5 SURFACE FOR RETAINING /SLOUGH WALL - PER DRAWINGS 1819 AND 1836. COLOR 3. BOMACRON PAVING BAND W/ STAMPED ASHLAR SEE DETAIL 'A' SHEET L-2. HEREON WALLS TO BE CONSTRUCTED PER STREET PLAN SLATE PATTERN. P RADIUS CORNERS BOTH O MEANDERING CONCRETE PATH WITH CURB AND HANDRAIL PER SIDES. INTEGRAL COLOR SOMBRERO BUFF AVAIL. FROM L.M. SCOLFIELD CO. (213) 720-3000 ADA SPECIFICATIONS - PER SHEET L-14 4. COARSE SHREDDED MULCH O PLANTER AREA 5' FINISH SOIL GRADE OS CONCRETE SIDEWALK - PER STREET PLANS - DRAWINGS 1435, 1819, 1836 DESCRIPTION OF REVISION DATE CITY APPROVED 6. (2) #3 REBAR CONTINUOUS 20-0' O CONCRETE HEADER. PER CITY STANDARD DRAWING 534 SHEET L-10 CITY OF RANCHO C U C A M O N G A s 10 PASEO LIGHT. TYPE "A" MANUFACTURED BY SPAULDING 18' TYP. N 4 DESCRIPTION: CAMBRIDGE LIGHT PER SHEETS L-12 AND L-13. / • W MASTERPIECE BY 2 3 1� G2- 12'-6" TUBULAR STEEL MAINTENANCE ACCESS GATES / M A S TE R C R A F T HOMES I , , ! I I I I I PER STREET PLANS _ TRACT 13527 12 6' TUBULAR STEEL FENCE PER STREET PLANS AND SHEET L-14 / B�siN LANDS Ih 1= 11=111=111 I TIII / - - -- CAPE MAINTENANCE DISTRICT ISI II I II I_I S 13 DRIVE APPROACH PER STREET IMPROVEMENT PLANS CONSTRUCTION PLA N . a o > APPROVED BY � DATE: - 14 8" PVC YARD DRAIN WITH CURBSIDE DRAIN OUTLET PER STREET PLANS WILSON AVENUE yw" CITY ENGINEER RCE NO 24953 NOTE, AND CLEAN OUT AT BACK OF RETAINING WALL. V DESIGN RECOM LADED PROVIDE �' PREMOLDED EXPANSION JOINT AT LANTEX INC. Underground Service Alert 20'-0' O.C. TYP. 15 RETAINING WALL PER CIVIL ENGINEERS PLANS �m y D N.T.S. B.H. LANDSCAPE ARCHITECTURE/PLANNING Inc. Cm PROVIDE TOOL JOINTS 10'-0' O.C. TYP. WITH LV 11\ EX MA 1� 1DRAWN 31726 RANCHO VIE,)O ROAD, STE 206 Coll: TOLL FREE RADIUS ALL EDGES 16 SCREEN WALL PER CITY STANDARD DRAWING#606. SAN JUAN CAPISTRANO, CA. 92675 SHEET 1-800 B CONCRETE MAINTENANCE BAND - NTS SEE CIVIL ENGINEER STREET IMPROVEMENT PLANS S.H. AX94949 248-1993 L-3 L—3 of 14 422-4133 CONSTRUCTION NOTE 11 SHEETS 1 - 4 DWG.#1836 CHECKED DRAWING No. B H RLA NO -�� 1836—L �WOW�� � � DATE SHEET OF SHEETS ZA/J/T OF W013 K NOTE CONTRACTOR TO PULL(1) 'LABELED' COMMON WIRE AND (2) 'LABELED' CONTROL WIRES TO THIS AREA. LOCATE W/ 36" LOOP IN A VALVE BOX. a PRESSURE LOSS CALCULATIONS I I I I ,;■ ! t� -i $. ADD (1) ORANGE WIRE TO THE FARTHEST REMOTE CONTROL VALVE WATER METER A' 2' IN CH DIRECTION. EA ELEVAl10N ZONE 1870 - ': is�': 1; STA71C PRESSURE HUGH 70 PSI LOW 65 P.S G SOURCE OF INFORMATION RUSSELL SILVA O CCWA 1720.04C J PHONE NUMBER (909) 987-2591 DATE OF INFORMATION 03-31-03 s" I I + t 1 H.G.L. MEAN ELEVATION N/A (REOUIRED IF STA71C ' I s°• Q PRESSURE IS UNKNOWN) !• I I I ,�{ 1 10a I f f WATER METER ELEVA77ON 1705 __ __ I I I _ - s, � I Itis- 164 X .433 - +71.01 his• I l 1 + t I ' REMOTE CONTROL VALVE f 4116 SIZE f MAXIMUM DEMAND 23 G.P.M. ELEVATION OF HIGHEST HEAD 1735 PRESSURE O R.C.V. 30 P.S.I. A 1 I 1 P t! 1 /� 2e> 4 OTY• SIZE ITEM P.S.I. LOSS } ' �•: ° 1'-T 12 ?" MATER METER 0.0 -_____ ,�• ; :•:°.:. :' N ` '.•. I•-.:. ' I %r ' r 2" PRESS. REG. (FALL-OFF) 1.5 55.4 2" " R.P. E14CKFLOW DEVICE 13.0 19 s F �► I f 1/2 FLOW METER 1.2 a I G'•>' 2" MASTER VALVE 1.3 AN=4R 2" CrITE VALVES) 1.2 _ z I PL 1142' 2" AWN UNE 5.7r �D 28. 7 � I RI P1 29.20 1" R.C.V. ASSEMBLY 6.2 FF 2870 I ( I I 1 63' 3/4" LATERAL U . NE LOSS 3.23 98' 1 GF " LATERAL LINE LOSS 3.29 I 114' I 15' 1 1/4" LATERAL LINE LOSS .48 `ti;,` ,l t1is• ' f0' 11/2" LATERAL LINE LOSS .15 FITTING LOSS (10x) 2.9 461 4 ,4 ELEVATION CHANGE (+29) 12.5 ' I 1 •! ' I t • I , I 1 t , TOTAL PRESSURE LOSSES: 52.66 iL;• + I �� I ' PRESSURE TO OPERATE HEADS: 30 & I. <" ! ?" 5 �� TOTAL PRESSURE REQUIRED: 8266 I I3 ' .r } _V ! ,t':: I t LOWEST STATIC PRESSURE AVAILABLE.' 65 BOOSTER PUMP TO PROVIDE (37 PSI ) 102.66 I I5 `' '� '`�' '. : ' :" a, I t 1��;• S sj r �' 'Y r•' t r RESIDUAL WATER PRESSURE.- +20.0 !! 5 1729.00 FS 1 ! rJ CITY REQUIRED RESIDUAL WATER PRESSURE- 15-20 PSIOT 19. �, " ' ,4• Is 1 t MATCHLINE SEE SHEET L-5 j IRRIGATION NOTES IRRIGATION LEGEND '1/4■ I � NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,IS REQUIRED AT ALL SYMBOL MFG. MODEL NO. DESCRIP'ION RAI). GYM PSI ! ' POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY t OF A NEW WATER METER. CONTACT THE ALL COSTS FOR THE INSTALLATp RAINBIRD 1812-SAM-PRS-5CST-B SM STRIP SPRAY 2'x8 .50 30 KN CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. 11�' I] RAINBIRD 1812-SAWPRS-SQ QUARTER SPRAY HEAD S .10 30 TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A ❑ RAINBIRD 1812-SAM-PRS-5H HALF SPRAY HEAD S .20 30 I PRESSURE REGULATOR(IF REQUIRED),FOLLOWED BY BACKFLOW PREVENTION I DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED BYAMASTER VALVE ALL 1}° EQUIPMENT SIZED PER PUN. INSTALL ALL EQUIPMENT PER CRY STANDARDS AND ♦ RAINBIRD 1812-SAM-MS-SQ QUARTER SPRAY HEAD 8' .26 30 SPECIFICATIONS,MANUFACTURERS'RECOARMENDATIMS AND LOCAL CODES. ACTUAL O gAjNgm 1812-SAM-PRS-8H HALF SPRAY HEAD 8' 52 30 j LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. 0 RAINBIRD 1812-SAM-PRS-SF FULL SPRAY HEAD 1.05 30 11 r t sus• -.- II' ' r BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A iGUARDSHACK CGS-1 I STAINLESS STEEL ENCLOSURE,AND SHALL BE INSTALLED PARALLEL TO THE STREET b RAINBIRD 1812-SAM-PRS-12Q QUARTER SPRAY HEAD IT .65 30 `" ,■ 1 ! j ; AND SCREENED WITH SHRUBS WHENEVER POSSfBLE. AVAILABLE FROM GUARDSHACK O RAINBIRD 1812-SAM-PRS-12H HALF SPRAY HEAD 12' 1.30 30 ! C!I !" 1 WO-266-5411 OR www.bpdi.com 0 RAINBIRD 1812-SAM-PRS-12F FULL SPRAY HEAD IT 2.60 30L I sQ � If I 1 I THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING b RAINBIRD 1812-SAM-PRS-15Q QUARTER SPRAY HEAD I S .92 30 AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER O RAINBIRD 1812-SAM-PRS-15H HALF SPRAY HEAD IS' 1.85 30 SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT,AND 0 RAINBIRD 1812-SAM-PRS-15F FULL SPRAY HEAD l5' 3.70 30 I , ARCHITECTURAL FEATURES. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT CONTRACTOR MIDST USE RATRVBTRD ADJUSTABLE ARC NOZZLES OR'VAN'VARIABLE ARC I Tyr THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE NOZZLE TO AVOID OVERSPRAY AND ENSURE FULL COVERAGE. 1 a}i• REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. THE 8'SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS REQUIIRED IN THE FIELD. THE CONTRACTOR SHALL FAMILIARIZE HtMSELF,'HERSELF WITH ALL UNDERGROUND ANY DADS THAT NEED A REDUCTION OF MORE THAN 25%OF THE LISTED SPRAY PATTERN UTILITIES,PIPES AND STRUCTURES,AND SHAD_TAKE SOLE RESPONSIBILITY FOR THE WILL REQUIRE RAINBIRD PCS SCREENS. REPAIR/REPLACEMENT,AT NO COST TO THE CITY,FOR ANY DAMAGE OF SAID I UNDERGROUND FACILITIES. Q RAINBIRD 33 DNP QUICK COUPLER® 150d O.C. t 1 r r -- GATE VALVES 1 1/2"AND SMALLER-NIBCO T-585-7466-LOCATE IN A CARSON VALVE BOX CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR �� • � I �. • OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC GATE VALVES 2"AND LARGER-RAINBIRD(BV-FP)SERIES-LOCATE INA CARSON VALVE BOX , n THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE RAINBMD EFB-CP_PRS-D SERIES REMOTE CONTROL VALVE-SIM INDICATED-LOCATE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. IN A CARSON VALVE BOX a WATER METER-FOR LOCATION REFER TO PLAN. PRESSURE VERMED ON 03-31-03 Pr I WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.) CCWD (909)987-2591 RUSSELL SILVA.70 PSI® 1706 EIZV I , INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT a BACKFLOW DEVICE-2"FEBCO 825YA REDUCED PRESSURE TYPE BACKFLOW DEVICE- r +r ( 1 I i 9 PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE (LOCATE IN A GUARDS]TACK CGS-1 ENCLOSURE) VERiF1'SIZE OF ENCLOSURE PRIOR TO I I !I 1�f (Dab SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRIKLER PURCHASE OR INSTALLATION.(GUARDSHACK 800-26(-5411)OR(vwwv.Tipdi.com) I L ` HEAD ON EACH SIDE OF THE OBSTRUCTION SOAS TO PROVIDE PROPER COVERAGE. f I O l ' ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. AUTOMATIC CONTROLLER LOCATION-SEE CONTROLLER NOTE. ALONG © BOOSTERPUMPS,&PADS: MODEL NUMBER 20GA5-11/4- I� II pi 'j 04 8b INSTALL ONE(1)SPARE ORANGE WIRE THE ENTIRE LENGTH OF THE MAINLINEPUMP DESIGNED AND FABRICATED BY BARRETT ENGMEERED PUMPS ANI!i r 1m NORTH TO THE FARTHEST REMOTE CONTROL VALVE(RCV)ON EACH BRANCH. PIGTAIL EACH AVAILABLE THRU UNITED GREEN TECH(800)427-0779 PM ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. CONTRACTOR TO PROVIDE SINGLE PHASE ELEC.PER PUMP MFG. ss r FIELD VERIFY PRESSURE AND MAKE FINAL REVIEW wTI'f-I 1 " 20 ' IRRIGATI)N SYSTEM IS BASED UPON A MVI ILIM OF 31NCHES OF WATER PER WEEK PUMP MFG.REGARDING IRRIGATION CALCS AND PEAK DEMANDS PRIOR (TURF)AND 2 INCHES OF WATER PER WEEK(GROUNDCOVER/SHRUBS) TO PURCHASE. MATCHLINE SEE SHEET L-J APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 900 p.m.TO ® MASTER VALVE-2"SUPERIOR 3100 NORMALLY OPEN ELECTRIC DIAPHRAM GLOBE VALVE, 5:OOA.M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. O CALSENSE FM-150 FLOW METER-INSTALL PER CALSENSE SPECIFICATIONS. THE SYSTEM IS DISIGNED FOR THE MINIMUM OPERATION PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MENUTE IS AS 2"WILKINS 500 SERIES PRESSURE REGULATOR- SPECIFIED. EGULATORSPECIFIED. THE IRRIGATION CONTRACTOR SH4LL VERIFY THE AVAILABLE WATER PVC SCH 40 LATERAL LINE- 12"COVER IN PLANTING AREAS, PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. 24"COVER TINDER PAVING.-SIZES INDICATED. PVC SCH 40 MAINLINE 11/2"AND SMALLER,CLASS 315 2"OR LARGER-IS"COVER AUTOMATIC CONTROLLER TO BE A CALSENSE ETI-ET-20D0-4O-LR/RRWITP-1,TP-110 IN PLANTING AREAS,24"COVER UNDER PAVING-SIZES INDICATED. DESCRIPTION OF REVISION DATE CITY (STATIONS)LR-DOME ANTENNA PORT INSTALLED WITHIB A STRONGBOX MW4SSM20 APPROVED VOLT CONTROLLERIELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT -'----- PVC SCH 40 WIRE SLEEVE-SIZE AND LOCATION AS NOTED. (EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS - _ - - - PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2X DIA.OF PIPE OR AS NOTED-PROVIDE AND ATTACH COAXIAL CABLE, SYSTEM SHALL BE OPERATIONAL PRIOR TOTHE CITY'S - _ - - - SLEEVE UNDER ANY PAVING OR COBBLE STONTE THAT EXCEEDS 4'WIDE. CITY OF RANCHO C U C A M 0 N G A ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. INDICATES STATION NUMBER HEC X x' INDICATES CONTROLLER - MASTERPIECE BY THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND • a,►a� INDICATES GPM SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE INDICATES VALVE SIZE �,' / V M A S TE R C R A F T HOMES COORDINATED AND PAID FOR BY THE DEVELOPER. SQ,FOOTAGE OF AREA SERVED a TRACT 13527 ALL SPRIKLER HEADS SHALL BE SET PERPENDCULAR TO FINISH GRADE OF THE AREA • a TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS, LANDSCA I Rl �A�IbNIV EAN DISTRICT ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL B INSTALLED 90 THAT THE TOP BASIN -_ - -=_-- OF THE SPRINKLER HEAD IS 114'ABOVE FINISHED GRADE .'�'' ' APPROVED BY DATE: 19 ----- - 9 CITY ENGINEERA)zf_CO3(4A RCE NO 24953 WII„SON AVENUE � DESIGN LANTEX INC. REC NDED B.H. Underground Service Alert LANDSCAPE A CHITECTURE/PLANNING Inc. C= N� DRAWN 31726 RANCHO VIEJO ROAD, STE 206 Call: TOLL FREE �j e p ►�+ r SAN JUAN CAPISTRANO, CA. 92675 SHEEt 1-800 INDEX MA N.I.J. S.H. (949) 248-1993 __L_-40F 14 422-4133 CHECKED AX (949 493-0706 DRAWING NO. Two,! DAYS effo �, B.H. RLA NO 2403 18 3 6-L DATE SHEET OF SHEETS MATCHLINE SEE SHEET L-4 F-- 1729.00 FS T' T_L�--__� - 5, LOT 12 LOT 11 . ),4 1,10 -- - _ _ __.. �---_...' _-___—`--��-� f�n _.' ._- ____._ _ -.- _ -- - -- - , _ _-..7. ___._ _.-15_._' -.. ..._-_ .._ ... _ _ /4 --- -' _ - --__ —'�-...�-.-._____.. _T-_,-,. ' Y _...o--_ •r'.��. -. -__�� - III I11 � . - - - " y; ` - LJ-11-_-07- Ir ' _ _+ _ If 1 • , ` _ -. _ ai{ s,4■ ),4 w I Y I1/a I,/` I Y /� - - - -- - w w P 0 )/4 - ); 1" IN 11/4 LV -- --�IL IIS- 'I/4 ----------------- {� N N •-_ W �---------------__------ -Ikt---- ---- --- - - - _------ �L --- ------------------------------ _ _ - - - " JL - N /4 ,�tl n u i U) -- - -- --------------{a3 - ----------------------------------------------------- -----��--- — -------- — -- -- ——_ _ --— ——--— —— —--�------------------------ ——— --— — — -- r ----------------_,.— ---- ------ __ ——__________ --- — -- —�'------ �� / ,p \ Ammmu 4 w - 3 14 N iij -- -- ---------------------- ---- -- ------------------------------------ - ------------� J III 14 1 �' 1706.12 TC I = WILSON AVE . I?� 1082 171 .12T lns.32 Tc III 9 31 14 s 'I o c l.l..� 2 -------------------- --'r8 ___ __---------- S612 w 1 E-- 3 11 sl= 111 + 00 /. — --- --------- -- - -- - ------------- -------------- -- --- - - -. 39 ---}--------- ---- ----------{---------- - -------- -- ----- --- -- --- I" - - ----- >,;» - —N -- ------ — >tj4 1n 111 )/4Y u — /.N ,,II 30 �4 119 gF - ------- ------ I -------------------------------------------------------------------- ------------------ --------- --- - ------- -------------------------------------------------------------------------------- -PI- -22------------------------------------ --------------------- PO I OF CONNECTION : 'A' 23 � ------------------------ ------------------------------------- j,' 22 ill 2m INSTALL A 2 (POTABLE) WATER METER- SEE CIVIL PLAN FOR LOCATION. 1 I IRRIGATION LEGEND INSTAL, A 2" FEBCO 825YA REDUCED PRESSURE TYPE BACKFLOW DEVICE. 761 sF $figep SYMBOL MFG. MODEL,NO. DESCRIP701� RAD. GPM PSI INSTAU�, IN PLANTER AREAS AWAY FROM PEDESTRIAN TRAFFIC. ID RANBIRD 1812 -PRS-MSSM S'T'RIP SPRAY 2k5' SO 30 PRESSURE REGULATOR TO BE SET as 85 PSI SEE SHEET L-4 FOR PRESSURE LOSS CALCULATIONS COORDINATE THESE LOCATIONS WITH CITY INSPECTOR. P.O.C. DIAGRAM N d) RANBIRD 1812-SAM-PRS-SQ QUARTER SPRAY HEAD T .10 30 — O RANBIRD 1912-SAM-PRS-5H HALF SPRAY HEAD S 20 30 AVAILABLE PRESSURE : 65 PSI (PUMP TO PROVIDE 37 PSI) PRESSURE AFTER PUMP : 102.6 PSI MSR M P f RAINBIRD 1812-SAM-PRS-SQ QUARTER SPRAY HEAD ! 26 30 BOOSTER PUMP • RAINBIRD 1812-SAM-PRS-BH HALF SPRAY HEAD r S2 30 DESIGN PRESSURE : 82.6 PSI t MAXIMUM DEMAND : 30 GPM PRESSURE REGULATOR A RANBIRD 1812-SAM-PRS4F FULL SPRAY HEAD r 1.05 30 WATER METER : 1706 ELEV. HIGHEST HEAD SERVED : 1738 ELEV. BACKFLOW DEVICE ♦ RAINBIRD 1812-sAM-PRS12Q QUARTER SPRAY HEAD it .65 30 FLOW SENSOR O RATNBIRD 1912-SAM-PRS-12H HALF SPRAY HEAD it 1.30 30 9 RAINBIRD 1812-SAM-PRS-12F FULL SPRAY HEAD 12' 2.60 30 CONTACT CITY MAINTENANCE SECTION THROUGH MASTER VALVE CONTROLLER NOTE : A PUBLIC WORKS INSPECTOR AND CITY FOR � RANBIRD 1812-SAM-PRSQUARTER SPRAY IISAD is -92 30 CONTROLLER'A' TO BEA CALSENSE ET-2000-40-LR/RRW/'TP-l,TP-110W- o RANDIRD 1812-SAM-PRS-15H HALF SPRAY HEAD is 1.85 30 LR/RR-DOME ORIENTATION OF ANTENNA Q RAINBIRD 1812-SAM-PRS-15F FULL SPRAY HEAD is 3,70 30 ANTENNA PORT CONTROLLER. LOCATE IN A STRONGBOX ENCLOSURE CONTRACTOR MUST USE RAINBIRD ADIUSCABLE ARC NOZZLES OR'VAN VARIABLE ARC (SB-24-SS/120v) , LOCATE AWAY FROM VIEWS. CONTRACTOR TO PROVIDE NOZZLE TO AVOID OVER' AND ENSURE FULL COVERAGE. 11 OV CONTINUOUS POWER THE 8'SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS REQUIRED N THE FIELD. ANY HEADS THAT NEED A REDUCTION OF MORE THAN 25%OF THE LISTED SPRAY PATTERN WILL REQUIRE RAINBIRD PCS SCREENS. t �r {!l Q RANHIRD 33 DNP QUICK COUPLER® 150'O.C. 1155 W ►� GATE VALVES 1 12"ANDSMALLER-N1BCO T-585-70.6-LOCATE N A CARSON VALVE BOX. X $ A J GATE VALVES 2"AND LARGER-RANBIRD(BV-FP)SERIFS-LOCATE N A CARSON VALVE BOR. , " I',4» �,�—T—����-_�--.�_r " ���� 1 I I Z� 1729.00 FS � � RAINBIRD ARSON VALVE BOX SERIES REMOTE CONTROL VALVE-SIZES INDICATED-LOCATE _ OT 1 . L 9 _ � T HLINE E - [77rt � M WATER MEIER-FOR LOCATION REFER TO PLAN. PRESSURE VERIFIED ON 03-31.03 Ir - A_ . _ a I - -- I - ,,�„ a " " a/ M I _ Q BACKFLOW DF.VICE-2"FEBCO 825YA REDUCED PRESSURE TYPE BACKFLOW DEVICE- Li. ____ Y-- T - - - - -_ - _. _--- - l li4 I j- I 4 k'4 �,�I I I �{ (LOCATE N A GUARDSHACK CGS-1 ENCLOSURE) VERIFY SIZF,OF ENCLOSURE PRIOR TO W ■ I" ),w , ■ i „ :. ---- - ---- - p I PURCHASE OR INSTALLATION.(GUARDSHACK 900-266-5411)OR(a-vw.bpdi.mm) li � _ m_z 4 /4 3j4 - -�- --- I (■ _ �4 O AUTOMATIC CONTROLLER LOCATION-SEE CONTROLLER NOTE. AIN11,4, ,/■ I a/�u W O -� - P FR 2 - 11 " __ �- �/■ �'4 u ) ■ IN 1, W PUMP D SIIGNMED�AND FABRICATED BY BARRETT ENGINEERED PUMPS AND 1" -- i /s I, T =t � `. _ AVAILABLE THRU UNTIED GREEN TECH(800)427-0779 ----- -------- - � MPG. FIELD VERIFY�N /{ 11 / W — ————-..._� - -- - DEMANDS PRIOR AND _ _ - _--- ___--"'_---_ _--_ '---------_—L'L�i N•pl IN- mai-���-���r �� t/ " e - �` �- - - ---- I 1, a " " L ■ , PUMP MFG.REGARDING IRRIGATION CAI,CS AND PEAK LLJ - - - - -- - - - - - - - - _ - .� ------ ------------fir_----- --- f l<---------------- ---------- -----� _ I Z TO PURCHASE. ------ ----- - - ———— --------- - ----- - - - - — —— ———— ——— — - -- ----------- --- - - - - � - -- - - - —— — — -——�- - .� — _=_±_ -- -` ® MASTER VALVE-Y SUPERIOR 3100 NORMALLY OPEN ELECTRIC DIAFARAM G[OBF VALVE. - ------- ------------------- ------------- II WSONA-VE --- ---- -- --------------------------------- _L1 — - - - QM CALSENSEFM-150FLOWMETER-NSI'ALLPERCALSENSESPECIFICATIONS. - err------------- ---- -- ----------------------- ----- -------------------------- /}� 1 Z / I 1, ------------11t-------------------- ' 041 ____--_- --`-- I��I m I _ _ U ® rwnxm5oosERIESPREssURFRBGuL.ATOR. 12 14 rno '11 -ir' ----------------- f- -- - -------- II _ _ �- PVC SCH 40LATERAL LINE-I2-COVER IN PLANTING ARBA3, _j oilI1 �� ----------TIT---- --- --1 1J411 24"COVER UNDER PAVING.-SIZES INDICATED. 1 1718,32 T C PVC SCH 40 MAINLINE 112"AND SMALLER,CLASS 313 2"OR LARGER-IS-COVER G N PLANING AREAS,24"COVER UNDER PAVING-SIZES INDICATED. --� --- ---------�---- ------- -------------- -1 1� 34+ 00 1 - 11 ----- -- {-i PVC SCH 40 WIRE SLEEVE-SIZE AND LOCATION AS NOTED. Q ----------- ----------SEE-DRAWING�T-1843-L.FQI3_LAN SCAPING IN THIS AREA 6166 1 I I I - — — - SLEEVEPVC NDERAN40 MAIN PAVINGORCOBD LATERAL ESLBEV 2X DYLETHAT OFPIPEOR WIDE. ED-PROVIDE p — —- / 1 I I SLEEVE UNDER ANY PAVING OR COBBLE.STONE THAT EXCEEDS 4'WIDE. I `t ---�---------------- rll� i i _ —- _—-—-—'—-—- t—f--—4�_ @1DICATES STATIONNUMBER -— —- -— X`-- INDICATES CON'TROLL.ER / I I *"— INDICATES GPM ---- IIdDICATES VALVE SIZE L 1__ - SQ.FOOTAGE OF AREA SERVED Q�O�Nr) _ NORTH N iN �» '�" ,�NN IN IN �aai_ ,\ `` \\ W "/4 4 r NN , 2 0 IN IN I" IN -- '-' — / - ` • 4 `{ M N \\ N 14 Y , -. _ -- -- ^, i -- - - S. - - - . v -- - - - 1 ■ - ------------------------------- ------------------- --- ----- — _ - ---n— - ---- -- ---- -- - - ------ -- -- -- —.�.- '"' - -- - - cn __ -110- — — ---------------- -------2------------- - ------- -------------- 1735.12 TC Tr; --------------------, II --- ----- - - - - ---- -------- �,,------------- -- $$� 1 2� 1' --------- ---------------------- -- ---T1r -- DESCRIPTION OF REVISION DATE CITY /�/� �rj ��,---------- - I� -- ,�� --------- -- ----r�r- - T---' -J APPROVED 25 + 00 $Vu/ 111 2� I (1 rr �8- -�- -------, , L WILSON AVE . 1 yl 1ISB ep 1 22 1 _ ---------- --------- ----------------- 0 - CITY OF RANCHO C U C A M 0 N G A NOT :--_-_-_-_- a-------_ I ------------ ---------------- ---------------1- I Q MASTERPIECE BY CONTRACTOR TO PULL (1) 'LABELED' COMMON WIRE AND (2) 'LABELED$ CONTROL WIRES TO THIS AREA. LOCATE W/ 36" LOOP IN A VALVE BOX. M A S TE R C R A F T HOMES ADD (1) ORANGE WIRE TO THE FARTHEST REMOTE CONTROL VALVE TRACT 13527 IN EACH DIRECTION. � LANDSCAP MAINTENANCE DISTRICT -- I RIGATI❑N PLAN APPROVED BY - DATE: z '` CITY ENGINEER RCE NO 24953 DESIGN Underground Service Alert �rroxBASN - -' - B H LANTEX INC. RECO M NDED Y !� {y LANDSCAPE ARCHITECTURE/PLANNING Inc. II: T FREE r > DRAWN 31726 RANCHO MEJO ROAD, STE 206 a SAN JUAN CAPISTRANO, CA. 92675 SHEE Call: L WILSON AVENUE S.H. (949) 248-1993 1-800 L-50F 14 "'� 422-4133 CHECKED fAX (949) 493-0706 DRAWING N0. INDEX MAP N.T.S. B.H. LA NO 2403 1836-L Two wo81cn1c DAYS WOW You olsATE SHEET OF SHEETS TREE LEGEND WATER ��� CIMJT OF BOTANICAL NAME SEWER �►���. WORK SYM SIZE SPACING QUANTITIES FIBER OPTICS • ftaftw.�� COMMON NAME (THIS SHT ONLY) STORM DRAIN 1 CO CERCIS OCCIDENTALIS 15 GALLON 20' O.C. 5 POLE LIGHT ST X STANDARDS �� I I 1 WESTERN REDBUD STANDARD I I I I .; � SEE SHEET L-2&112 O LAGERSTROEMIA INDICA 'MUSKOGEE' 24" BOX 20' O.C. 0 CRAPE MYRTLE STANDARD I '<•: - PINUS CANARIENSIS 15 GALLON ;� i.>.:`}:;:�:::�;:�' 25' O.C. 0 �l ! CANARY ISLAND PINE O PRc I 5 M I N. j PI PISTACIA CHlNENSIS 15 GALLON 30' O.C. 3 I'lI ! 1 CHINESE PISTACHE TYP. 13 I C ) PR + PLATANUS RACEMOSA 36" BOX 35' 0.C. 1 CALIFORNIA SYCAMORE CO ' RL X RHUS LANCEA 24" BOX 20' O.C. 6 AFRICAN SUMAC SJ_\ I ::'_ a` j I�' 1 ! ® SOPHORA JAPONICA 15 GALLON 30' O.C. 3 3 1 I : ! 11 5 � i 1 1 � JAPANESE PAGODA TREE -�; 0 ELEC.TRANSFORMER PER ENGINEERS PLANS y III i VINE LEGEND .� !.. I I i 8 ! ! l pT V PARTHENOCISSUS TRICUSPIDATA 5 GALLON 15'O.C. 26 P I PLAN= 1 R l PT 1 BOSTON NY STAKED + i 2 5 I PAD= 29.0 17 5 PLANTING NOTES + I I FF= 29.50 ! GF= 29.00 l 1 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS i I i WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE i I i r POLE LIGHT STANDARDS ! RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING SEE SHEET L-2&L-12 �1 ! AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION. 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION D R A I N LI N E j ! I ! 1 I PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. EASEMENT . 6'TUBULAR STEEL FENCE +' 3. CONTRACTOR SHALL FAMILIARIZE HIMSELFIHERSELF WITH ALL UNDERGROUND UTILITIES, L PIPES, STRUCTURES, ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE 1 REPAIRIREPLACEMENT,AT NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGROUND o V MAX RETAINING WALL ;.0: :;.;. J FACILITIES. PACIFIC BELL BOX PER ' � � J+ 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE ENGINEERS PLANS - --•--�--- -� .8.._.. ! I INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN PI L - - ESTABLISHED,THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS .W w. ! l SPECIFIED,AND THE WORK APPROVED BY THE CITY. MATCHLINE SEE SHEET L-7 I ! � W �! I 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE A ND QU CITY AND LANDSCAPE ! ' ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE LOT 11 12! SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. F.G.22-4 o Q EASEMENT ! i G. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED CONTRACTOR TO CCWD SHALL BE PRESENT DURING THE > LANDSCAPE AREAS BEYOUND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE HAND DIG ALL TREE GRADING PROCESS AND ANY FOUNDATION 1 I CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT e 1 , �cc DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. HOLE LOCATIONS CONSTRUCTION FOR WALLS ADJACENT TO , 1 THEIR EASEMENT LOT A 1 I I 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL ,r-r� J 1 I QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT 1'-3'LMD RETAINING WALL(REFER TO CIVIL ENGINEERING PLANS) 1 I I ' SPACING REQUIRED. r-jOVERHANGING LANTANA WHERE EVER POSSIBLE 1 5'SIDEWALK1 I I I � tl �I I + I S. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS 3.1 MAX.SLOPE COBBLE 1 i 11 I I REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. IN SHRUB AREASif T.C. 10.66 - ! ' 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE B i THIS SHE B CITY r t ' � I CERVANTES PLACE I + I 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL j I AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE 8'TUBULAR STEEL FENCE + I I REQUIRED RATES PER 1,000 SQ. FT. YNITROGEN B B SCALE 1/4--V-0' I I I ( 4 C . STABIL2ED SAWDUST SECTION THIS SHEET �J` � 120 LBS GYPSUM — 6'MAX RETAINING WALL i 1 L4 ATCH ASI 125 LBS GRO-POWER PLUS ! •I 11. LANDSCAPE AREAS SHALL RECEIVE 4 OF WOOD CHIP MULCH UNDER ALL TREES AND I SHRUBS,AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS 1 I I AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR I SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. j I SHREDDED MULCH IS AVAILABLE FROM: NORTH 4.\jy FG 285 MATCHLINE SEE SHEET L-7 EARTHWORKS o P 13510 CITRUS AVENUE �F4 �` . �,j �� , 1 " - 20 ' NORCO,CA C (909) 538-3321 - 0 e r ~ _ RETAINING WALL HEIGHT VARIES(REFER TO CIVIL ENINEERING PLANS) OVERHANGING LANTANA WHERE EVER POSSIBLE E.KP+r.no, 11.E 14"1DESCRIPTION OF REVISION DATE CITY 3:1 MAX. SLOPE APPROVED IN SHRUB AREAS T.C. 16.50 CITY OF RANCHO CUCAMONGA WILSON AVE. / MASTERPIECE BY MASTERCRAFT HOMES • - a'�. TRACT 13527 SECTION C-CSCALEI/4-=11-0- IIH LANDSCAPE MAINTENANCE DISTRICT SHEET L-7 , nE18hTMBASIN 7 lb TREE / VINE PLAN - _ _ _ > APPROVED BY DATE: > WILSON AVENUE CITY ENGINEER RCE NO 24953 DESIGN Underground Service Alert V B.H. LANDSCAPE LAN ARCHITECTURE/PLANNING Inc. RECO ED Call: TOLL FREE MEX MA N.T.S. DRAWN 31726 RANCHO NAIS RO ROAD. s9E 206 SHEET SAN JUAN CAPISTANO, CA. 92675 S.H. (949) 248-1993 L-6 14 422-4133 CHECKED DRAWING NO. 1-800 AX (949) 493-0706 OF B.H. RLA NO 2403 1836-L na Maa W OATS BEFORE WU M DATE SHEET 0F SHEETS SEE SHEET L-6 8" PVC YARD DRAIN WITH CURBSIDE DRAIN OUTLET PER STREET PLANSMATCHLINE SEE SHEET L-6 AI mMm1pmM 0 EWEN ENIMMI ME AND CLEAN OUT AT BACK OF RETI 1�It WALL. -TYP. M C rpT PC\ 4015 7 LOT 12 0 WT1-5 T_m_ LOT 11 . oc q: w L NE SITE d -J, ........ On Je 0 Je P R Z - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WI-_ �_ _ < w cn■ - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - > TC w ImE OF _ _ _ _ _ _ _ __ i< - - - - z C L I w co PUBLIC WORKS INSPECTORS CHECK LINES OF < I LSON AVE . W W77 A6 41 SIGHT AT THE TIME THESE(FREES ARE PLANTED i , Uma.. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - — - — - — - -- - — - — - — - — - — - — - — - — - — - — - — - - - - - - 36 + 00 0 Q. -- - -- - 4 1 + 00 -o— -+- 1w 4 - — - — ---T- - — - _�__ _ - -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - "s _ _ _ _ - - - - - - -- - - - - - - -- --- - - - - - - - - - - -- - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - --- - - - --- - - - - - -- - - --- -- - - -- -- - - - - - - - - -- - - - - - - -- - - - - - - POLE LIGHT STANDARDS f SEE SHEET L-2&L-12 ..... ----- -- i0T. ............. ... ATC INE tz -V WIN mwv 4A UJ X CL W (L j2f on - - - - - -- - - - -- - - - - - - -- - - -- - - - - - - - - -- - - - - - - - - - - - - LU ■ ,-NIX -K,�_ _ - - - - - - - - LU LU - - - - - -- - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - — - W �� - - - - �,� - - -- - - - -- - - - - - - --- —- - - - - - - - - - - - - -- - - - - PR IUI -■ - - - — - - - - - --PT-- - - - - - - -- -- - - - - - - - -ON -AVE -- - - �� _II�I ■ LLJ WTLS -- - - - - - - - - - -4 1117 - - -T,I- -- - - -- - ----q - a CO:4 0=� I oc� 'T T- - j uvt U U T1q_ - - — - — - - - -_ — — — ---� — — — — +--- — _ _ _ _ — _ - - - 1111E!�!!:111 - - - - - - - - - - - - - - - - - - - -4-7 — - — - — - + 00 A4- I i WATER ----SEE 1) 4AA��T 18n-1- E 1311 1 1 1 1 1 3 3 4: Ell STORM DRAIN $Cff�ING IN THIS AREA FIBq?PTICs ■ < <1 - - - -- - R -4-1- - —-— -- i i� ; If LL -- - - - - - - - - - 1-p-6-A ■■ 10" \2 1 1 EV ■ MIN. 5 co 40.# 400 1L5 41 LU 0 ■ x LU CL A\ UL Ar (L er gr ■ 01, je -,:, - jp T. LU LU W nal- - — - — - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - — - — - - - - - - - - - - - - - - - - - - - - ■- - - - - - - - - -■ - - - - - - - - - - - - z T — Tri- -- - - - - - - - - - - - - - - 1 /17T- - - - -- - -- - - - - m- - - - - - -- - - - - - - - - -- - - - - - - -- - - - - - -- - - - - - - - -- - - -- - - -- - - -- - - - - - - --TI, - - - - - - - -- _j 25 + 00 1 WILSON AVE . IT - -- Tq MI - -- - - - -■ _ _ _- - - - - - - - - - - - + 2 7 +0 0(:�)--- ■ � 0 ■ MW 0"MMERGROUND TREE LEGEND C ) UTILITIES (P �� r; 0 --����� SyM BOTANICAL NAME SIZE SPACING QUANTITIES NORTH COMMON NAME SIDEWALK UTILITY (THIS SHT ONLY) ­tL ikzs 2 0 ' CO CERCIS OCCIDENTALIS 15 GALLON 20' 0.C. 38 CURE) AND GUTTER­ 'IMETER WESTERN REDBUD STANDARD MIN. LI 0 LAGERSTROEMIA INDICA'MUSKOGEE 24" BOX 20' 0.C. 6 CRAPE MYRTLE STANDARD N? :3 SIDEWALK PINUS CANARIENSIS 15 GALLON 25' 0.C. 19 1H ZI DRIVE SA_ PC A Q APPROACH 70 CANARY ISLAND PINE CURB AND GUTTER--�' z, PISTACIA CHINENSIS 15 GALLON 30' O.C. 0 UNDERGROUND CHINESE PISTACHE DESCRIPTION OF REVISION DATE Cl TY STRUCTURE eg. • APPROVED CATCH aASIN TWSFORMER VAULT. PR'}- PLATANUS RACEMOSA 36" BOX 35" O.C. 1 CITY OF RANCHO CUCAMONGA NOT CALIFORNIA SYCAMORE I. TREE spAcm SMALL owoRm To PLANS APPRom BY THE CITY EmI 2. ALL TREES IN THE R.O.W. ARE SURECT TO LINE.OF.SIGHT CRITERIA AS APPROVED BY TRAFFIC ENGINEER. RL X RHUS LANCEA 24' BOX 20" O.C. 2 MASTERPIECE BY 3. AT ALL LOCAL RESIDE RESIDENTIAL INTERSECTIONS PLACE ist PARKWAY TREE AT A =pt FROM 9CR OR ECR. AFRICAN SUMAC 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND MASTERCRAFT HOMES FACILITIES. IN ADDITION MAINTAIN 10' MW CENTER OF TREE TO ALL UTILITY SOPHORA JAPONICA 15 GALLON 30' O.C. 0 OWNED WATER & SEWER LATERAL LINES. TRACT 13527 5. TREES SHALL NOT BE LOCATED ON PROPERTY LNM JAPANESE PAGODA TREE 6. STREET TREES ME SUMCT TO INSPECTION 44D ACCEPTANCE BY TM I.- LANDSCAPE MAINTENANCE DISTRICT ENGINEERING DIVISION. 0.1 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY TREE / VINE PLAN STANDARD PLAINS. OKIBAM CITY OF RANCHO CUCAMONGA, CALIFORNIA VINE LEGEND DATE: I Ff. sTAI K_m PTV PARTHENOCISSUS TRICUSPIDATA 5 GALLON 15' 0.C. 64 CITY ENGINEER 'IIIII(AIJI J1 QJQe RICE NO 24953 TREE PLACEMENT 501 BOSTON IVY STAKED T 1. > DESIGN fl, REC Mm DED DC-09" WIT M WM STOW"WCOMAI FM MOM WW CONI SmErT I or I LANTEX INC. WMSON AVENUE 0 Underground Service Alert B.H. LANDSCAPE ARCHITECTURE/PLANNING Inc. 31726 RANCHO VIEJO ROAD, STE 206 of: Call: TOLL FREE DRAWN SPN JUAN CAPISTRANO, CA. 92675 SHEEf 1-800 S.H. (949) 248-1993 L-7 OF--14— MEX MAPN.T.S. FAX 49) 493-0706 422-4133 CHECKED 1� DRAWING NO. Aft bf RLA NO 2403 B.H. M WN"C DAYS WORE You MIC DATE (,- I 1836-L 5 17 17.= -0— d-4 I A SHEET OF SHEETS �es�M�T O '0AW� ARK SEWER WATER •• FIBOn"ER OS-1 STORM DRAM 1547& — 1 1O 77S-2 5 _ 17 _ = I 21 = 1 S-1 ++4 SHRUB LEGEND 9 + ( _ - 5 + + _9+ 4+ ° + = 21 - # SYM BOTANICAL NAME SIZE SPACING QUANTITIES COMMON NAME ++ _ s-5 s-s (THIS SHT ONLY) _g +++ _ 4 _ 14 } +'+ '' ,.�.: .'`,. _ S-1 t f S-1 7-_:_ 7'-,. ABELIA X GRANDIFLORA 5 GALLON 4' O.C. 63 16 -_-_-_- GLOSSY ABELIA ELEC.TRANSFORMER - - -1 I PER ENGINEERS PLANS 2 S-2 BERBERIS THUNBERGII 'CRIMSON PYGMY' 5 GALLON 30" O.C. 64 i., 1 _ JAPANESE BARBERRY 5 - S-3 DIETES VEGETA 5 GALLON 51 O.C. 23 rS3 l I - _g _ FORNIGHT LILY 9 I I o s_s 4 S-4 vv ° ° ° JUNIPERUS CHINENSIS 'BUFFALO' 5 GALLON 8' O.C. 0 -3 ° ° ° ° BUFFALO JUNIPER PACIFIC BELL BOX PER S-5 0 0 0 o LANTANA MONTEVIDENSIS 'DWARF WHITE' S GALLON 4' O.C. 25 ENGINEERS PLANS S_3 + + + WHITE TRAILING LANTANA + + + + ; + ` S-2 -6 LANTANA MONTEVIDENSIS 'SPREADING SUNSHINE' 5 GALLON 6' O.C. 83 S_6 , i I S 3 / j`` S-1 24 ( YELLOW TRAILING LANTANA S-7 LEPTOSPERMUM SCOPARIUM 'RUBY GLOW 5 GALLON 5' O.C. 0 MATCHLINE SEE SHEET L-9 NEW ZEALAND TEA TREE L j f S-8 __ MYOPORUM PARVIFOLIUM 'PUTAH CREEK' 5 GALLON 8' O.C. 0 EASEMENT I _--=-_---- MYOPORUM S-9 NANDINA DOMESTICA 'NANA' 5 GALLON 2' O.C. 81 1 I I DWARF HEAVENLY BAMBOO I S-10 PHORMIUM TENAX 'TINY TIM' 5 GALLON X O.C. 0 II NEW ZEALAND FLAX J _a S-11 ++ 4 + + i RHAPHIOLEPIS INDICA 'SPRINGTIME' 5 GALLON V O.C. 25 +++++++++ INDIA HAWTHORN s- __ S-12 = SALVIA GREGGII 'RED VARIETY' 5 GALLON 4' 0.C. 33 AUTUMN SAGE ��; ,, 22 I S � D d � S-6 I 3I ► ar I ' I NORTH S-1 _ S_ 1 = 20' 8 - ■E - --WE ..tel..■ MATCHLINE SEE SHEET L-9 DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CU CAM ON GA MASTERPIECE BY MASTERCRAFT HOMES r_ _ m a_a _ TRACT 13527 NBA LANDSCAPE MAINTENANCE DISTRICT SHRUB PLAN WILSON AVENUE APPROVED BY - DATE: y . j CITY ENGINEER RCE NO-24-9-5-3- DESIGN 0 24953DESIGN LANTEX INC. RECOMNIENDED Underground Service /Alert B.H. LANDSCAPE ARCHITECTURE/pLAMNMG Inc. INDEX MAP N.T.S. 31726 RANCHO WEJO ROAD, STE 206 ip TOLL FRM DRAWN SAN JUAN CAPISTRANO, CA. 92675 SHEET P 1—No S.H. 94� }48-1 0�L —8 14 OF 422--4133 CHECKED DRAWING NO. TMoairsoaor B.H. DATE RLA NO 2403 1836—L SHEET 0 F SHEETS ■ MATCHLINE SEE SHEET L-8 ■ S_s S- 16 S-1 _ _ 13 - ! _ S 2 �� ■ - 2 S _ _ f _ 5 I _ S 1 ' 4 s5 s _ s- , 1 s 1 l H- 36 30 S 12 S 21 —=— . 4 23 L 14 - - -... 40 4 7 9low— _�- u -, . wpm D CI U U ID Gam, -L. G — . . _ x ..,s_ Ei _ __ . r, kX i Y Y. W ■ _ _ _ M. I OT _ J _ - - - - _ - - - - - - - - - S6 W — — — — - - - - - - - - - W : 51 — s-1 — — -�- — �- --i — — — — — — - S- - - -- --- S_9 12 U ■ H Q — — — — — — ---- - - 7 . - --- — _ -- - - - - - - - - - __ - - ' - - - - - - - - - - — _ __ - - - - - - - - - - - I - - S-1 S-2 S_1 rS_6 _� _ . 11 \ 14 16 Q5� 5 S-1 S 6 S. S_6S_1 _5 - F.. \ 22 4 21 g - 20 48 _r... 15 19 MATCHLINE SEE SHEET L-8 S 1 j �YLu - _ 111111,IIIIII�IIII■IIIII�IIIIII�IIIIII�IIIIIII��II.111111,-III■IIID'� L.i. mak,. W ■ . W 0 S-6 S-6 � -� S-2 S-2i a- ------ -- S76 W �-- _ — — -- - — - - _ — _ w W ■ _ ---- -- �: - - - - -- - - - - - - - 7 - - - - - - - - - �4 - - - - - - — 6 -2 W - 6 - U) f— t - - - - —1 � - - - - - - - - __ — _ S-6 19 - 4 - cn �T — Z — - t �t J �— — --- ■ Z_ U - _ _ _ _ � � I 11 ■ U Q LL - - - - - --- - –, S-9 rS_7 S_6 S-7 S-6 - S_6 S_ w 58 10 5 12 5 SO 6 26 J Y - ll v . f.t i.Illl��t� # � ,• a ,, X: , ,,_ ;- � � W r LL —--- - --- — 000 Lu r o -- - - - 4 v W ■ S-6 _ - -- - - --- -- - -- - - --- � � " ■ S- _ (4 J ■ -- - — � --- - - ~ — - - - - - - - -- 3- — — ■ J t�-- —rpt— —t��— —1 r— — — — — — — — — — _■ _ � 0 ■ ! ■ v > f ■----- - - _ - - - - - ■ Q (4 C SHRUB LEGEND •– EXPIRE ,1•��-���� NORTH # SYM BOTANICAL NAME SIZE SPACING QUANTITIES # SYM BOTANICAL NAME SIZE SPACING QUANTITIES 1 20' COMMON NAME (THIS SHT ONLY) COMMON NAME (THIS SHT ONLY) S-1 = 7- ABELIA X GRANDIFLORA 5 GALLON 4' O.C. 85 S-7 LEPTOSPERMUM SCOPARIUM 'RUBY GLOW 5 GALLON 5' O.C. 106 -7'-*= == GLOSSY ABELIA - - - NEW ZEALAND TEA TREE S-2 BERBERIS THUNBERGII 'CRIMSON PYGMY' 5 GALLON 30" O.C. 635 S-8 =-==_===-- MYOPORUM PARVIFOLIUM 'PUTAH CREEK' 5 GALLON 8' O.C. 0 JAPANESE BARBERRY -=-=_==== MYOPORUM CITY DESCRIPTION OF REVISION DATE APPROVED S-3 DIETES VEGETA 5 GALLON 5' O.C. 0 S-9 NAN DINA DOMESTlCA 'NANA' S GALLON 2' O.C. 267 CITY OF RANCHO CUCAMONGA FORNIGHT LILY DWARF HEAVENLY BAMBOO S-4 ° ° °v° JUNIPERUS CHIN ENS IS 'BUFFALO' 5 GALLON 8' O.C. 0 S-10 PHORMIUM TENAX 'TINY TIM' 5 GALLON T O.C. 0 MASTERPIECE BY ° ° ° ° BUFFALO JUNIPER NEW ZEALAND FLAX MASTERCRAFT HOMES S-5 0 0 0 o LANTANA MONTEVIDENSIS 'DWARF WHITE' S GALLON 4' O.C. 45 S-11 ;+;4:+:r;- RHAPHIOLEPIS INDICA 'SPRINGTtME' S GALLON 6' O.C. 0 ' - TRACT 13527 WHITE TRAILING LANTANA '+++• + + ; ; � LANDSCAPE MAINTENANCE DISTRICT ' ' ' INDIA HAWTHORN � � �- ; � � SHRUB PLAN S-fi LANTANA MONTEVIDENS lS 'SPREADING SUNSHINE' S GALLON 6' O.C. 184 = IA RE VARIETY' 4� APPROVED BY DATE: YELLOW TRAILING LANTANA S-12 SALV G GGII RED VAR E 5 GALLON O.C. 182 / TBAMN CITY ENGINEER RCE NO 24953 - AUTUMN SAGEy. _- DESIGN LANTEX INC. RECO DIED Und . nd Servloe Alert B.H. W WILSON AVENUELANDSCAPE ARCH►TECTURE/PLANNNO Ina. !� � L ftp DRAWN 31726 RANCHO MEJO ROAD. STE 206 ��mm vv n SAN JUAN CAPISTRANO. CA. 92675 SHEET' 1—wo MEA MA N.T.S. S.H. (449) 248-1993 L-9 OF 14 Ax (44s as--otos a 422-4133 CHECKED DRAWING NO. B.H. RLA NO 2403 1836—L wo� oars�ron ae DATE SHFFT 0F SHEETS HOSTS- - Irl GREArEA \^ I REA✓K w,MRs[n sI«Es ^ TN.N w.•�ETE � (,j�_�C\-/�vjy��(,/\' f7AKES to k "D NIO ( �� • �^/� f r - RAAAE LEI l ) St.< TKf Kw►CYbcvvut (t ' C \ TO TYING PLAN S v (' Or COMPACTED NV00 CNS X �, 1^ v IN E Frt'P RUIKR NEK 6wCst MASE *TOP M To K PLACED M LOWS TO►0, V11.4%. +' - Kk"SCAPNG (COwcRETE HEADER. MUICR. J` r rosyeL E oN TNc TAwR » �cc Es"e .+X ONE IIEOLAHALFfrOF 5104r ,G CVRE k GUTTER. S40EWALK• ETC.) r"SH GRADE ALLOY rpR wrRO rLCXNt Or THE TK.T. LIMIT OF PV1ME'R ARU At PDAN' Or CORMCC Rd. � 1 Z• s Bllr NOT 1W lOr AS TO LOlf fUPPOPT E,ALV. fT[YL CAR[ to1Kf0 YIOM THE Mf AD TO DROP. mom TRUME Towty COMPACTEB�f am TO MRY `� 'OP M PO K IV'.E3 AS R,AUr MOJVG TREE "y' (7)KK M WstN 1sEs Kf'MJSTtr WATgR•• W" v Rpp�y1�,� LOY AS POSS•RL ON TNt I COqftLASS MTh 3/d- OM. f E I I*- tF aeACEO }e APA4+ MT+CN MM v AbvE FYIS'! yN�DT('D EsRO!! wisp TIP Or ROOTMU TD GUSt 200 MMIC PK R,PE. ,- CAL'AI f K011-S 10 J VP Of R OTOftL TO 'r WOOD CNry YYtCN. Imp or ?}.�t LOW IC•+•OF STAKES KtGr /�1R1/ 100GL VOLES `-� SV K Low AS 'C tG HEAD DF TWE( iPN(PE [%TEM(, r ABO,, I ftT{KP Y ME+tiE " �'� OIISWMI MnK ( �•'� 7MFVC ME.tiEr4A WtTN NO ROCKf •IT SW'►OR' OR NLDAtr- I I SIO.[$GROWTH ,ypi KRM•1$ �- •4A0 f0 DRO•'-a I MAITi T rNt/A,GR/aC 'ARBOR A� OR EOEML N It wxrMJY FNIS1 OM9C RUMK Pte[ (7)SETS Or COACH TILS SPACED tt- iURMsuc-Lf (T:'v) 1sIRC NtEA1. wTrN NtlD10 RRF++T, IrRTNt tFsN.S - O�KA�TECA TVTa�v F�J' OT�AtIYPA1CtRE� ^ IST. .-L---I 1 I _Of"J APART.ATO #* atN - ! obw_ ,.w a N Prto YX- Ulwr FOAMY CTE. „T MITI. C-t as!MASLo sea wFo resT+oY ro WA a IMF hC,F1Lr COMPRE1t0 T KRY FINS-GRADE I GhvA!42E0 I p3►OF RO•',TfLI TO EXTEND i SCREWS t0 I' tOQGE POifS :URE 10 FORM WAT(IM.G BA1n FOR r �� StAXrs elliy3( RCJT4M_l Y oM LODGE PO:f PSNE STAKES RES4M(NIIAL AND ORO'VM0 - wTH TIDQD MstRWINE S1Aw COVER IN'"A.Vt,OHS ORCINAL GRADE3' KOM I I I E DRINK A YNN..w OF 6- INTO N PLIC( p*W*CfLY �'eI,TC T i i WOOD CHIP VULCN N PLANTER nAA1 Pn �II;i, I J7' II I l ,y ,-, , I `d� SI"IEL CUT EDGE COMPACTED WAVES WAVE1VRBED S(sA 01 AL1EIiON / BAST LOCATED R^Y{K OF I 1 STAMEN GL-PD t RAO, MEL / r�:'- �Y ITJj �i SOIL I I FRONT fx A:,S L1 t0 Cx1CN7 r .-.7 ..,... :111= L' ITIOD4 MCI -�1-"I'i-,i I X Roor sell �i�',. .� ••� ARfOP GE•RMRD N TVPF ARIAS AWO t " FROM TAR j$ i- I i I w,+E r w S cAADERrr w K(t) LOAFS TME TKVriLY ttrA•^+.:ft0 J NRN '0 rq,y I in •NTNE MCVFAt MEIN II I1-,�1�I �;,) i"Ic ¢' II Ii MATIN Or TM ROOF Mlt. 1 -I. t -� "' I !,E I._: �'-PVWt►rt 14 ft (>t)TMKt THE WATTReit MSM F RCS1O;xiML ANO �,�. ROD• - J NO WK$ GREA.cR I' LL ( rT -� 'S R00 �, I F.T. L 14 TALL y _.lir ,_ -.I ` 1� 11 r 11, I ,iI I`� I+'I r , _u-_ gIDCN OF THE T Ertl, 11 -- GRd1ND COVER NS,Al Ut10N5 LOCATr )�"! t :NN J D1I.uEf EA- A I} ( 1 I OUTS* OF "I P,: VA's M TVRF 1 !. � � �s - IIBOT WL I _�I �f�T.�.��-I' I-}-I�f,�.`�• I I i�tlT-7r���E�J. G, L {. 1 L wt.6 To XA:NC BA.Kr:•-1 VRTn :.II- -� •NIS rNT 10 pR �L t�Tl� ROTES' M[M i0 M RIMMED vx'Or U h;. I IN � 1-�'' �'} � j� ,',. ywr PIT ro !< u) 11 I ;,I- y I �kI C , rJ+�:'1� ��j- ( ^1` I v'O ROCKS G L Al r i`�:I '� ),,,, 'Ii -''I)i , Irl MV'<1� "(F I<,_� �;T:l lr _K. I 7j_. 1 , �r 1. PRIOR TO vuRCtMS'E/PLACE►KNT OF THE WXCH. THE COWRAC►OR SMALL NE ROOT WL , - ORM YtKFtt M,r IID :111..."1 t; Tl_ fi l`_ ia."SI �-T�-_1 - NOTE. UVWT A SAMPLE TO THE INSPECTOR FOR APPROVAL. i(I I T T I �r .I ,I a Kent CATH AIrENOP -I ! _T �1 Tl Ra NS NPu,cA TMW Y �� ALL SMRE1s6 AND ORO)[/NO COVER t0 K KANTED AT [DUAL _ fRi-ms)TorwL s'Sti- { 1 '1 - L•_ n�roatlKEBf O,'HEMwRK OND"TEO ON 2. MULCH UNDER TREES AND SNRCIBS AS ONIECTEf7 d+ THE PUVIvS AND RC110 - r,- I III I III LuE,EA '1}'iE- 1 r I PLANS 9CE LEGE NO SPM.DRT,. REOLRRC►a NTS INTO EDGES AT GROUND COVER ARDS LIIIBFSTIPIBCO IIM,IIVE 101. T I. - I UNG•RRiRRED NATIVE fel. 3. MOISTEN ND MULL SMI AT ALAR T�ASS75 CROwr. OF A w000r - -' �- ` f:a"/''; � ;\ ,�i��w 'g '�`' �✓Nr TIT „r � -I-. _ II 11 � t IN COMPACTION vNOrS,URMO rutNE 7Cw I�-; S7M,l.AR LM/17A71(Y2$. ALL fAR'IHflHIS AND ORO'J•EC` COVER <. PI.AI'R __.J 1 1 n �:(, I ra.CS r.tE YrY^w AIOO' Y: -Ir(i'. I JJ � -" (}- I�,I� 2. WHERE PLANTED S ALLNT TO WALLS WALKS. CUR85 OR 2Z 1�;I1 1r' �� IIS r -n ' P(K:; DEVIL IVNp�srIAMeEO XA:AE sa[ SHA&L OE Pta*vrLY AT DING-w�Lr Mf of S+G+ATEo SPACING IIIA WITH NO r .L� L" NOTES: - Nous: FROM SUCH LZXDiS EEE LEGEND FOR gpACrrK, REOtNREtAErats I (I I =I X111=11 s VIITANR[1YC1Ee ROOTt p LOeSEMNC MA McFs At E000 I sMTAPID E YAr""M a L.fMKNPIC ALI RBOTS AT to" 3. SPACING REOUEREaKMS SHALL GOVERN THE FINAL OIyWT,TOES ROCKS GRCAIER THAN J W. OC ROOT o so NOT c PINI « 1K I ANSIALL OUTS M-0 IAUT TO - OF ►LAM IAA.TER A'_S PL,/Vti f�tW-NT,T1E5 NOKATED ON TNC I` ) n4l 11 NOTES a of Root NIL oo NOT cR rX Ron, M[ MorEt LEGEND ARE EStiAN,,TES ONLY FN ovr. WJW*Y SIAXCS _._ __. �N tt I F I i - IF I ',1 IFI I }I-E M(vTM DEFOR+r'.>+ON OF uvea. ,MTrvL sa. LPr/;TVRrEo : .IPE SHALL r. cL/W+EO a+ :. srAKEs To K PLUMB ANO PFdbKCu. Et-.iL:vEfi.a tl».:Zi._ Ic::l ETF.:L,:.;:'�:ii.,.f'�•IIID d C^--W NOT ?"TCD ). STME TAE[ PCRPENDitVLAP ro PRtvAKIAC WND. Too vlf%v C[TY ------ -0-F RANCiI0 CU CAbIO!�GA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA UO�IsLF, STAKF;I) TREE - __. __.._ _--_ -- F,.XE+T ha FEe ► -- ----_ __... :r,Tw6 NAL rEe SHRUB D COVER ST­Il."AL_ e► - S!_Nw..P,- srwF.Rr TIRO '•a;,.•t6 I• sl..;..•I NAA »ro�cD I. srr,IARI hAN •w�'cT r sMAAr T1�EE GUYING DETAIL DOUBLE STAKED TREE ON SLOPE CONTAINER PLANTING N 507 6 GAL - 2�I" I30X 502 36" BOX OR LARGER 503 505 ,aQ�[� 546 a� WE N PNCE MULCH INSTALLATION -i- 9 CO TAINER PLANTING ON SIA NWO V ' AND GROUN K•h•I•' -.A'!, W(�•. PA.p,r[ VR.rK,A,¢.F AV W.K YOA+t CINf!RXrgr 11 1+a1.. ., I ' .• nAn urr wrM1 FF•MJIRO IVIG✓KArgKt rOt M.0 MORES Ctwf•R!NO• it YIt Y,rX Rt.Nem iPtt"•'KaNDwt V rVP.K 1 r __ _.�._-_ __._. _•-__ ---.�____.--- -.__ - .. - - .... ....,...,. . - rr. .....,..u..•+u•r W.rnnc..c.-r rRr�[_ MVK vosrs LL SPACING 54 I � 509 •„R rlldrt T'•rrNP•1.,AY .ry'Tq. MUNN HHHOU BRASS WYE STRAINER � IS !d M PVC IIT40Ft ifROND MIT mom RI STAND ALONE CONTROLI"WIN ANTENNA WITH 60 MESH 19 • COAST EAR[79UC1(ENXDSl1RE MONEL SCREEN Pym I SIB "t . -"---- eApffLCAW'PRf.4NTER = '- ROUFtET PLASTIC MILW( BBX ♦ !tt ' JeTeR• --- EPDXY LOCATED _----- -i -- I 1 I PHOT R00 CAST ASSEMB'.Y COLOR ETCHED "etlR4AHEIN BATC �' SPEcCIF)ED ANGLE f a15 ❑ I Da OUTSIDE OF BOX I N CONCRETE MITE CARSrJN OR EQUAL) ANNN � 1101E , �'. PEA PER CITY AND CAl RENSE '--, COAXIAL CABLE I i NSTALlAT1T`ATNT T1CN l` KPLA.TYPICAL ( ms's` SCH a0 PVC KALE ADAPTOR roK REPRESENTATfvE eluE r _ M PLACES E SCM e0 PVC UNION IDCAL CODE EViOLM.ROE:TO Bf .. a CONCRETE PAD 'SNAP1T1TTfE'WATERPROOF CONTROLF..:'I EkC.05'JREON CALSENSIE OOOMROlL9i, ! , L.!,f •. f,• • •'.1 :• FNIM GRADE CONNCCTORS OR EQUAL _ 6" _ 1 I < M W- NIPPLE ` COIfiROt-FR 5:y , MODEL NO.PER P'LM1$ - RED I 1 NIPPLE L TI) 1 - YARNED VALVE BOX ROY 811.91 .. IN 110 _ • f _-r ►'+ AADJUSTABLE FEE1- ►_ • A -i I� •T.1- I i -;�i ELECTRIC CONTROL VALVE II----��--,, -I I I T BLACK EPDXY fXi.EO WATERPROOF I .� r TH"X lr W1DE _T_ _i 1 ) S �--rl I P VVP'P DO, _ - PLASTIC VALVE BOX INSTALL CKSENSE WALL COMJIXETTE W! IRRIGATION CONTROLLER CONNECTOR - CONCRM PAD ONGTH VARIES }. CARSON OR EDUAL WIADE UNION-+I c --- I ± ! -- cALSENSE HAaNESS 64� O.C. - CORE FOR PEA SIZEMANJFA!'tURE{9 ..,, cHEo wrtH coN oLLER r .• r X 2'r x r CONCRETE 12o VOLTOUPLEX PIC 1A.EXPANSION PPffSYl/RE REGULATOR 1 b I SLOPE tO CPJ:a A'M:N�V-Alia (. •- L VARVE - , ,/2• OR SMALLER WINTER - •[._ O )' AND VALVE SEOVENCE XNSTALL A MUBMUM OUTLET(OFT) _ <! INTAKE AND DISCHARGE PLASM VALVE BOX(CARSON OR LOOP(MIN.2a'IONO) BEE LEGEND FOR MODEL FI STMM_CSS STCEL HANDLE $ - �[ OFT AB.'1VE GRADE AND SLOPE iBVMTIAL III NIS WLT01 EQUAL)wnE PLANING INTEGRATED N0.AND STRING I I flN!SH GRADE 1 \ LOCKING LID.PLACE AT WADE IN 12'i I SKIM WEOCE - r OR LARDER WriH 3 , hl'POf'6er111I RBIIRJITBR ; B' MN . 1�...� FINISH GRADE •b b TOP TO GRAN AT M'\V_+U OF 21C FtESEf_ Et�y, f7EY,'TN'JLLFR SIE 1 60• TURF AREAS AND J•ABOVL N WATERPROOF ALL I� PVC SLEEVE LC VALVE r OPERATIC NUi ' ,I n < I I b \ NMSKTrCHED Vtt'+i PLANT BED. WIRE CONNECTIO I; f- .1 REOVIRED FOR I--'I -- COMMON'WTPECONT.ROL WIRES IN PIG TAX EXPAx90N " .•.T-�•-- •,I tPIPE THROUGH •rl �MFWRL,ew - _ Y U PJC CCVJJLIIT. (rT SHALLFNOT MI EERRRDLTPT TR NSK�.••^'PRtOTEC'T,W BOARD ICUP(YIN.ia•LONG) •• -" C - . i /RF,er�YDk - E _- .. - ---- I �•� PO CW l Rc EE PAD VALVE } SIDEWALK V " POWER TO CONTROUF0. 5 PRBY i = IEDVOLT WIRE N R STE, 6' NO OPEN ELECTHICAL WIRING J NOTES lT--- -- NIPPLE•TYPICAL b - +r• S t� MALL BE IN COM ROLLER k i-FROLI WATER SOVRCE Q - �- r TO P'OJ SIDE OF f NET Ell(TMP.)SEP CONTRACTOR TO INSIKL x MITE _E,f Y- (2)PIACES -" - --• 3:"' -_ 4 WATER TT"OONIIP-1ON$ON IIOUM ARE0. NOTES; EPDXY FILLED CON­TWs (coMMDN) b I i= 90%COASPACTTtkt S SCH 4oFNC MALE S 1 y ALL ELtIMC LwNr._,.TIONs 1. PUMP ENCLOSURE IS A CENTER FOR ALL FLON YE TER " - . �I-i"� - 3• PIG TML EXPAN$EON ALL CONNECTIONS SWILL BE ENCLOSURE MOUNT WERE CONNECTIONS BLUE _- L REOUIP,ED I Lll ADAPTOR - - _ LOOP (MIN. 24•LONG) WATER^nc'n*OUT DL SPLIT-END PIVOT. INSTALL IMurplATllY It LLlFr ,, ,.' I _..I f I }.` = i -._. __._.. -N ,F n. " " - E 1 - - - : Tr4`'i'O"s 2. CONSTRUCTION MATERIAL IS 5052-H32 AFTER wSiAu IPG wRES TO LIFTER-- -• `7 ROW I _ Y ROW METER tt ,,..,,(( ,-; -,;7 { _ c FLOW' _ I BRASS ANGLE NOTES REO - ;.I rX=. }'' 7- ,;�" _ I- - �` VALVE W1UWION HEAVY DIiT1'WEATHER•REST$fNET LR-pOYE AMENN4 PORT EPDXY t.WTALLWNTROLL"PSWO PM to INSTRUCTIONS AND PER LOCAL MARINE GRADE ALUMINUM 1/8�. _!" e f. Z• I `LINE TO SYSTEMS T --•s_' PHOTO ELECTINGSWITCH REO.MFORSECVR: FILLED LOCATE)OLRgOcOFSOX CODES LOCATION NS7Fr0BEAPPRO.F^INFIELD ByTILECITvNSPECTpR STAINLESS HARDWARE. euCK MASTER CON TRpL C.+ - 0 3 3/a'WASHED lX4Kf CONTHO.AS RECI.AREO PER PlN1s ff; ; INSTALLATION.LOCATION'PER PRIOR TO CONS*R.ICT,DN 3. WEIGHT IS 160 LBS. (60 LBS. WW CRUSHED AGGREGATE VALVE --CONCRM THRUST BLOCK ELBOW 7j%- 7 i r y^'• SEE ELEC.iR:CAL PLANS FOR Xr1CXT70NAL CITY'M7 CAL, NEE REP 2CONTHDL VnRc SE OVE N:E TO CORRESP:rtO TO THE PLAN$DEM!. TOW i +y 1 PER(,CN'O STANDARDS TYPICAL(4)PLACES F.° --' Iu.'I I k:i .!Y' : )i _ i - t SEDUENCE OF REV-TE CCA^,FJ'VA_'aS PER SIDE) [OSHA STO.] FLOW ItE i�R 3/.•RASNED CRUSHED Y, t.1• s y';- V Ic. 'r t }, r. '•f -SCH BO WC HIPPIE y� -- ELECTRIC MITER PER SCE a IIU!.ONE Ei'TW.n E 10?_OR.OFV:..3c:i0 FM`tsES?PC CV ON fA71 �•�`� j• pWERR SAW WfPEc.TE To Bf L-RIGV PIPE AND RELATED FITTINGS SHALL BE PER CUCAMONGLA COUNTY _ ` {^P 'P 'Y'"Il '6- PI.KELI TO A pEPM OF ' K• `� r ', t Y CALSFNSE CONTROLLER MODEL Ib. fR4NC�t DF THE M4 'W°FSR.JI'_RE'J$E MTA!,EACH OFV.NGE SIN AS FLOA WAT f101STP!--T STANDARDS.CONTRACTOR SHALL VERIFY WITH - - { t - �' - >I -� �-SCH K Pvc UNION I PERPIAS REFERT000M,ROLaR IAAF A7 THE Eh �cJR_ ME--SIZE KASIEa VALVE S Aµ0 CCND PFt:Ok TO CONTrMVCTICN. -'.1 V {?; �} ..i ., NSTAUATION'S-ANDARDS a COVV21N wv1E JP.f A•N"iE AND 0-1NTRCL WRE TO tE REP OR RED AS RON uETEA su sgiE$ to '-1 /• (jl L 3/ SEIt!•ID BRNIN[O CONTROL IN COMMON WIRES NCOLO"; F't� 'r Tt BML 6.N O SPUCES SWW.BE MA,r•E BETWEEN awTR011CA AND REMOTE 1 I PIVOT ROD CAST ti - SECURITYLIGHT.TIMER RE(XnRED I I YIMMUM DISTANCE ppNNS1REAM OF t.NSi/ll PER LOCAL C00ES , y -- _. ;, -- - - O v4 ENI IN CONCRETE LN:NTERRUP-ED PIPE(SX DIAMETER t EOUI'M 'T'OSE I.STAUEDATAWINTM'JIMOF24•FROM ANY 9 I.,"� _-__.. _ ..:_ .-_.. PIANS.SEE ELECTP CA1UA-DOME1 1 -. I_'..t t:':� - 6. AN^EN\A PORT TO BE TO DI^WTAL TRIM.'K RADIO I 1 OF FLOP METER SIZE) STfar•UAE'OR HARDS✓PW;; - " � 1I 4- 1 PLWI FOR M^.AE N:FORMAi1pN. rGROUMJ IOD pR'M:O BE OPERAF'-f TO TiSE '7vYM:rS CEI:TW:COMP„TER 1 1 1 YFIIE UN'[HEX'TO A SIs7,1^iVP,E Q E WALL BUILDING.ETC) ((�� J} FJ:GSN__ 24' $YS1EV PR.,1R TOA _P'A sqG T E acXs ON OPEN OR VON-SiRJCTLIRE SIDE 3/I WNSAKO L'Rt)lHED iL.. ---Y GSE T AL ELFCTR:;,A-DE`+1.:E.S-J.,DE cR:r.w;+ED PER LOCAL CODE CONCRETE PAD IMINMRA)AI DISTANCE UPSTREAM OF N MULTIPLE ROW METER/M.V. 4.ONE UAfT PARALIFl TOS R rLE--J 120 YOlT WIRENRKpD ,. AG REW7f BARE BRASS WFPfTEELCk71T(PER UNINTERRUPTED PINE 10X DISTANCE FROM 4 HE'ZE THE S.SCALE).UJ IIIA7H43S RADE-W.v,_ ERPCBSEBIF Ib►ES: LOCA'.CODE) !..• I I 6.• ( DISTANCE FROM THE'TEE' m IMOTES: L ffw �MLVCS A NII. �/ tY P'MM �� •: •: 'i: ♦ -►- ► ;ri DIAMETER OF ROW Mf TER SIZE) 6.SCKEe.FR:rJ SAT R JI.r�EJ FJR CJ NECTgNS D< SCH e0 PVC VSXT TEE ��a - I EACH FLON METER TO MINIMIZE aSIV MF V,.A-5 ( PRESSURE SUPPLY UNEiI-LI- TURB'JLENCE T.VALPE"ETD SIB Rc�.RE EC9 FDR B+.CXFL(AV',rREVEM1^ER 1. PLACE ACEs IEORTE POOR TO MISTKlA1TON OF VALVE BOK. 2, Trtli MAL N IRdFEf RIILERE �1t C TB! t5'A'_RS 2. MSTALL C(PTROL MINES A ON. OF 12' FROM STOV"'LlOWS OR MARD OAt•IIEG 3 E BPL. LTR K� OR NO T91 CONTROL VALVES A MINIMUM OF 12'FROM STRUCTURES OR WROSCAPINC. T Spl a CONDUIT FOR �•• CORE FOR INTAKE- w4.TES: W.M.:,L'NE Es 7 OR IAF?3t R P-a"/17G •- PRi'�1 TO ttt,nL!M'M"'. 1 . 1. WATERPROOF ALL MRE CONNECTIONS WITH EPDXY FILL 3. INSTALL VALVES N PUWT BEDS W14RE EWA 11OSTtF°_f NEXT TO SBSEWALKS. 4. £ � .�.,•.• -_-..--� I Z. MAXIWH DISTANCE K^A'EN ROW METER AND MASTER VALVE. 4. PLACE VALVE BOY AT RIOHT ANOL.CS TO SPRUCRIRCS OR H*Dl; AND 5 AOC,,, m1C�IS IL Ip[7dtIPTC.NlC[V HI; NST+. AIFrP!TCTPRO►f ODNTfiDi.l1ER AND 2.NSfALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. SECURITYUGHTWIEL'HG ;,AND DISCHARGE 5, PLACE AGCRECATf PRIOR TO WS1A IATION OF MA E BOK MtK.K rC,e FR 3•PLACE VALVE BOX AT RI:HT ANGLES TO STRUCTURES OR WRD$CA INC' FOR MORE NFCRtEASEE 4'TON. PVC-VALVE NGFOR CONTROL n 46" _ 6. ATTACH METAL VALVE IOEMTNKATIOT' TAO METH MPDILKs,AItN..TE COM"R;lLLER AIR !. 4.PUCE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. dI CITY OF RANCHO CUCAMONGA, CALIFORNIA - VALVE NUsr'eER s. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER ANDAT. a -- ---- "----------------- CITY OF RANCHO CUCAMONGA, CALIFORNIA VALVE NUMBER. �; N CITY OF RANCHO CUCAMONGA, CALIFORNIA FLOW METER iNSTALLATION j •�°��-^ --- REI3UCED-PFIESSUREBACKFLFOW -.,N.�., - CiTY OF RANCHO CUCAMONGA, CALIFORNLA CITY OF RANCHO CUCAMONGA,CALIFORNIA � CITY OF RANCHO CUCAMONGA,CALIFORNIA _ sLs _.. C Y OF RANCHO CUCAMONGA, CALIFORNIA CITY 01' RANCHO CUCAMONGA, CALIFORNIA ------ --- - -- --- - -- mAPPRDVED NY, - - • P n APPROVED BY. - S,AvD•AC P•µ' STANDARD ALAN S,�I/,b6I•CE. �I- -.. ______ W�PRESSURE REGULATOR „�„Ea R H+.q+R°h.Nr T„rD -'-- 6,.R "te PL.X '^ - RE';D101'E CONTROL VALVE 11'1TH ""r°`°°^"^ M`P"' DB'� CONTROLLER ENCLOSURE BY AR,P,,`'' o CONTROLLER ASSEMBLY MFr Ym:F,,,.,,. M"r,,.c,.,P,,,,Pr w,..• .F FP.L.�_,b. I __ _ 517 _ VALVE, ". y1 o. CLAMSHELL PUMP ENCLOSURE wa,IIF I ur.ersVaA MT uM wn�s...�.e s.e:rt.•.i.s•n..n�....a.'s�•c-gr•c•. `/' __ _ _ _ _ - 3" or smaller PRESSURE REGULATOR VALVE SHUT-OPE' VALVE & UNION 520 -TYPE A 522 _I_ INSTALLATION TYPE A_� 524 543 -- - - 51 s 519;. - - -- -- -- - - - - nn O41KV SATTI w[PFR.nA..;�.,sVC/c•nGr1 ro ANRK bP'.s catm+..rolr „�„I R I CITYENGINEFR DATE vtE w^.sT.•.>cz•s.[:,.ti,..y<.0...,•r:K. Ks er..'T•nrs,�M IM.CRY ENGINEER DArE'., VSE w+.•sT.x:�n:,src'+;nrvn•.�c ns.r v.Cass;,0•;nrt.•-n0�, j FTIa, S{CITY ENGINEER DATE; USE WITH SIA.MDARD SPECIFICATIONS FOR ►UBUC WORKS CONSTRUCTION ::r r IC usi WRN WAXYMe IP(t➢:C.fRNL FV"vt r10-1 o6RYnrtTINI Mfr 1 I 1 .1' TEL IyI•RN Au'•••'tli:.t•ncrti rV rVEtr NWP,t!oOwml.T,.IP •N _a.. _-. __--___L..__.-_ _ _ ."_-.__l._-__.. ._ __. �J, -,F. I SHEET Mtr 1 s7 ACE�4-9.`•3_ -.----'---- ------ SHEET IOFI RAGE_249U_ &!R' L OF L EBI w ROM. MT SIDE UP r►OC MOWCVe owl Tppl SIDIFNALF PEA CRI SID SN it t• MORTAR ,BSIGEOIIIMCrtMt EYE DOIRPSR7rt _ �� _ P1AITIC VALVE w0)K a 00V6t BfT4)CTIAE OR 'NEAP-mr 11MTERPROOF l I ) MCA'AS ININ ETCHED'w(CJIRSON OR EOUA{3 HARDSC>PWO CONNCCTfkE OR EOIMAL WMs OIRII A- --i - -' AK,ANX HIIROStAPWC!SEE NOTE 4) -AT ORADENLAWN AREAS I MULCH TOTAPORwAFROMH O Im.lb"M'�GRAZIE WOE KWACE LOOP wr.Ab E OFiA'OE N SF v WL E ..-.... { Y IM"JI ,a i NS gllg /40L/ON MAR[ TO EICIEMB LEER£ ..1 UT© s'aNE ... AND OROUNCr_<'A�ER ARMS-L- T!' «-..•.. MLACN BUNDLE r MOVE MADE) RASH ORADE 2w AOMM ISH ADE _ - a 11X iE4 , ,N- y LOCKNC TOP ETCNCo S.B• COB6CRETE TEUmDER - T �.-.:" �'S- �" ! ,..F • P,wE� fRECE BOX OWER WRtH B�1 TE PER PI,tlK,� FMN foK Darty AT [tIPOSEDA GRADE PMS+ ►CMN ee I r r vr*wAxDIEDIM (RIS i BZE OF OD6B_F I i_IEi_Ti= i-I i f 'K 11=i �RD� ) i 1FL .1 DDBNfSTKM / 1=1 X I i l--I e5 DNP . _ i- I-. K r oA r COlRUNOVA:VE AT MIN MILERS g =1 I I J I I I I I- -I I F: X ( NOTE FYRSi GARDE WITH PURPLE _ /-IS I i I i t =-f _El K 1l i - _ STAINLESS STEEL - CLAN BACKr1ll - SEE CLEAN SACKFRL - SEE _ �•S••' SCRE'A'CLAMP r IN' v _I I SPECS. FOR MATERIAL -i I II K 'I SPECS FOR MATERIAL. T I I--�I I-_-I I • • 1I-I I I� NUMM.UM(3)PLACES - « I_-1 $OR COMPACTION R(OVIRIE0 EOR COsNACY" REOL"RED I T---- (=1 I( I '.!� 4'WASHED E._.:?_- Btllt �N IIORTAMD TONE itwNE 11- I I -{ L AGORECLATE BMLSE -i- -I NON-PRESSURE LATERAL LINE: _ AC PAQ1'IOE ►M7. Or SANTO E � ,�,1 i -t it X If GREEN PLASTIC METER .. _ SCH. 40 SNAKE ►IPE N �-I I BEDDMC AMD SHADdNC �- BOX. CARSON OR EOLFAL X r S K-MR C0""w OLFS III I I TRENCH -.-11 UNLESS OTHERWISE RfStRIJC TED) . aaP.rsoNE eoNCIETf DEXO T "i j t�j i r ` •�.. 1t1 �4 M, W 97 W- 40 11 �-._ II BCFI lMLA4$NIPPLE ` BCM 40 BRASS NIPPLE• - - cc A PRESSURE SUPPLY LINE :11I II=11 M'Lb G E e }I ►---1 -_.III- SCH. 40/CL. 315 SNAKE _III-1 IIIA F' lI.N,.LMX IYp «PBA WITTER II Il p' -� ( d;.., ••,,� PIPE IN TRENCH CONTPEA PTLANROL BRREE INSTALL NA,EJ•°•Sr/IEEiFA wrrn:rSLL - 542E - - ADJACENT TO PRESSURE _ 'II - t t': / CONTROL WIRES - BUNDLE T - i - - T :` R AND TAPE AT t5' O.C. AND L� -III--. III- •. . SUPPLY LAME BCN b N"/C fC BCH 40 BRAES fGR ELL uruw rTrnrq MAlefx r0•fT11EET Itl • ' =1 I I_ .::.. .•,, S t k. I A l S T -1 I STREET ELL ' _ S ALL AQJACE D 1_ I�--I I) NOWPAESSLME UTEMLLME `.. - •'� rFee Mow em P& PA PRESSING SUPPLY LINE -III=I -- -- Tls- PRESSURE SUPPLY BCH 40 BRASS BOR TVPIALM NAM Crn SIO Fx V.- -1 , _. PRESSURE SUPPLY LINE UNE FIT ZING STREET ELL Z2. %i1-"'II II SLEEVE - SRE TWICE ANI,, NN VALVE ALtMN.uwXRAO IIIIDIAMETER OF PRESSURE PRESSURE SLIPPLr IEE 14 RESAT STANVOLT WARES TAPED MID IKfwAx LAIC SKJPE PRIDVIDE S• MIN. OF SAND I.LOCATE HEAD rmrFROVWAUXS.aIIeB.Nat7xwPPaMOWSTIP" IL04OLED AT 15 FT. INTERVALS 1DTW 5 rYP BfOdNG AND SIMOd,Y I I-I i i e. TIF_ SUPPLY LINE Q4'LONGj I I --- --� No EPGFS a uNti C OONIMM CLAIM 0100alel, ATN A'NCRf AN;:ra f") !LINE 1FF;pN TAPE ON ALL 44E TH"REA'+S L ROCK SIZE$L%J$1 OTHEMIL•E Y!'Vezf PI1LIe NOM-PRCSSl1RC LATERAL NOTE' aBNTA._NEADS PT'h P.TER'U.CIQP.vI�VE AIYI PRESQAAf COMrFNSA.TIAO 2 Cu FT. PEA GRAVEL � G V LINE SLEEVE - SIZE TWICE NOTES: 1.PLACE AGGREGATE PRIOR TO R15rALLATION OF VALVE BOX FIEATU E Ar PEf TIE RP n 'a v. IpJIf,FRA My Ta.10", Ta I PROrTOE SCORE JORVTE AT 10'-� D.0 MSD 3/r ERPANBUIN aNEAD IX„D:E::1 p,...B.,.'�.UM x•,-Ei OTAV ODOM tI,ss MSX Ir MR.r WITH ONE FLAT PA DIAVETER OF HOPI-PRESSURE A. IIOULDERESr N<YE IO EV CCK.I FS 9?tt.A INK 1n . NOTES: LATERAL LINE JOINTS AT 2O'-7 O.C. A AUlPA�S8E ATr SCC E Sw_ BE F P TASFDYK A ,►MPT BABTT NOTE t. ALL SLEEVES TO BE SCH 40 PVC 2. r WTDE CONCRETE MEAN* BCTW'EEIE CM-MAMTAPIED TUM AND mslT PAP sAw MnA s° I A u aw E yw vR rA0 A uowm 1. PXiTM AFIO LOOP CONTROL WIRE AT 10' GLANCES N OREECMN. 2. EXTEND ALL SLETVES 12' BEYOND EOCE OF MWSCAPW0 AT BOTH ENDS. DROLNC COVER AREAS MID BETWEEN Crtr-MroNTMK•EO TI/M MIS - 1 AVAPJ APE M DIC S�F, 5•%,e An f e 'N P NS^C .-vc Pk'A 10 l N10LEtT*v Pmt RCV �v R'Y' W Fy,r�� u P`S Oc A;!R_'K3 OKg71k'AIE!M1KCT•IOPEC1VIt. 2, PRESSVR[ SUPPLY LINE 2 1 2 AND SMALLER Ir MIN, DEPTH 3. ROUTE SLEF.vRtO ARCH qRt 4ANDNCAP RAMS PRTYATELY-AIAWTAINED AREAS T. RDaSSIP BE R Av r sp 04. FDc .ry'rK 6EY.fES'41R:n AEN. S AND LARGER 24' WIN DEPTH 4. PIPING. UNDER PM/EMENT SLTSCj;l7 ;„E TO TRAII LOADS REFER TO CITY 3, COAK;RETE TO BE S20-C-2500 MN. W NLNxxhF A _s w c F r J k E l++ A AN E•,T A Prr:v, f IgDIe".SLS J.'�F�•,;?Au._{%-.f:E S."nE.[X, 1.-V. ..AURIS MlA ki TV_S NTNN TIk RpW. STO. NO. 120 (24- ION TO 36- MAY DEPTv TO TOP OF PIPE BELOW CITY OF RANCHO CUCAMONGA,CALIFORNIA StTRMc%ok SECTION) CITY OF RANCHO CUCAMONGA,CALIFORNIA_ CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA �' d APPtD oar QUICK COUPLING VALVE WITHIN VALVE yam, n _ _TCALIFORNIACITY OF RANCHO CUCAMONGA, CALlFORN1A --"- eTAxDAP.oPtAN """�^"• CITY OF RANCHO CUCAMONGA, CAI..[FORIti'IA ^r^'=^r�°' RIVEFIWASFiEGGRAN IiE HI-POP SHRUB SPRAY F.r.wRs MAX wttsvel FITCITY_ ©F TANGELO _CUCAMONGA,E CALIFOR :,..°.°t NAA wAoeel T,_---�"-- F+ANeAPI NAP BOX-FOR NON-TURF AREAS rFs 539 RPPntwte n - F'.KPAPR"^" -- - --. -.Y -- 542 TYPICAL TRENCHING TYPICAL SLEEVING L _CONCRETE HEADER lar- DIFF s - -- -- - -- - _ _-__._ _-__.__-__._ LT SPLICE « BBLE$_ Q_NE 532 l�_ ..--- -- 533 1 DICE 1<4 SHEET "cR 4 R�IOI � 24 VO 540 ImE° "' TE VIE s*Nc• ., w < a A1C VI(WIN e1ANNrC YLtn.C.rK-,rV.1EhK Y04+{OOX°IRV[XOu , .LM, :(o [I '.SE.. •K[.J f.ICRI:.TR+S rM wO.K.+Ot.1 GRt`•VC,gr I T•�• Et I i„-C ME W.MMb.►1RNK.TgH rV FWF.K ROAK{MX7•M'r! MET I R 1 f¢ to tL WE NM1N xit�.K VEt+rrt•NM FV F4Y.K NOPlI tDNa.1[rf1MI- SKO t w I f+tr I I 10 BEE CONSTRU!'TION PLAN WIDEST DIMEIISION OF ' FOR LOCATION AND ._._-- •BOULDER _ IN�+�xttvT OP Stu)sOF.liS (Dr,m t:!sH G-e�n� Otyr�%pp1f_T _� _ PRATE ALL BOU DERS SHALL BE ET VI��L._rT ST rC 1 K)N OF - LAWSCAVE ARCHCT AM. CITY h' CTOR CITY DESCRIPTION OF REVISION DATE APPROYEO SCALE N.T. A.. BOULDER INSTALLATION CITY OF/ RANCHO CUCAMONGA MASTERPIECE BY MASTERCRAFT HOMES TRACT 13527 IRRIGATION & PLANTING DETAILS APPROVED BY: •� DATE: J CITY ENGINEER? R.C.E. NO. --24953 QEStQN LANTEX R£ D B.H. - Underground Service Alert LANDSCAPE ARCHITECTS PLANNERS 317 6 RANCHO VIEJO RD,#206, r DR�LwpAN CAI ISTRANO,CA 92673 $L 10OF 14 HFr C011: TOLL FREE S.H.J RLA NO 2403 . - pw 1-800 7 3 Ltl� Cr+.[CK�H. - DRAWING 1836 L 422-4133 DATE TOO WWK A ,ou OIC ______Of 5.03 oramel CovIer. Crry Of KAMCWO CtICAW)PiK;A writing as,the cit).or iteftcho cuc~w e1thc conclu."ort orshic project dw" omind Cover Pwvi*sm"fad wwa of age rl"Ik'.phom"on pim". Or-no Om-Ohi rLANTING AMP 1XftW,AT10N1 %1?'FC1rICATlONX w1vice hm been re"j-ped. in wag *Mmo ont"orshvidiing wlrecirinth"w . t, Tic tot ii,"r wait Plock fill LhKk-r ftvirrr: ni time of final ollift-riewim. Any i4coar akv,nse got orto,iti 11 k by dw Cky Of Rxw%o 4.4alt Ms!e1k, onall'ohorRektises, be"M;0r, orad wen mr*,d in flott or sim,ilrtr a".ine-s. COCIn Wlnr 11611011 W PCIA"fited 10 doe com-,4t* SOi7-rA-." Or OW City Of Rancho 5.04 mult-ji I-. we-h so,"be or ownr,ecard Wood or fibear. . 1.49imicAt at)he Fwrftiok�j- S. AN Wkr"dualil be ariville wi*Saxork IA*01576 ConaterwReelip Pock Roinbli Taviorlwil locerteJ wadt 1 Ditto'Alm it pan-ins,sopirlik ooncrete.or coot Pale will be Cucarm."np Upo"cir-Til"tinat of the wod.dwCOMMeW"Prelria!to the City,signedcork-FWd"leborarst * L sk-pro y W a Nrl of di-is comtm-t the"ftwift tools: smf-,roc wire eor,r.-,.ch-irs.,am aamo,ea v4mvi. Mokic oOv am spfice with ftc`h naliallIcal,oh-0 he borkr;"�t WA wrid(a knlor h�Kr(4)irich't'l h0mv th.pire saw six mwtT44 rck-wzrs for all iwrk peorrre Vnkr Ut tfcvrjMv"_ . 5.05 Coorditio6on: GATHYN brECIFICATIONS A Fwo (2) se" of special wits required fitir rcontiving, di&"aae-bling ansal 01~.tor wali!#pack 16)ork"0"y I?K P�W)arw ecim!­4Nf At W"to 951�'.eotrq�^-tirmi,waing mom"ti M. The Controotor"Aww vvicicocc to*a City of Ronchn Coaceetongs Ow doe City law A EhD 1W hove phMW de 1 i yet to ft)*site weil siae oormIftiorift am retady ror adjitmift each 1�pc of.Mwmk-k,T afitl valve supplied on diii prujr,ci. or nwrh�r,icnf"ing d"ke%. 1 rent-h,4 4w pi"i sh.t%1 be oort-,"t�,,d k.eq.-ft!she received aM wvt-4�_dut"it.moorif dirt-ift-,-d""if,or"m w rvq,�i�before rnw4 pi* 1.09 1>�.jio-iaf wW Ck-ari-ur: pipv. ms VPI-f"nr a deleved,ke,07 pitov,roott ammst and rAw in a shetw L h. 'raim(2)kwr-4-*i,1 valve keys kv olicratiort of time valves 6. .FiMaiii4icirsittifinie, dwr0000volketw4m*WuWeWc-hictemmit valveswililopilbe eo,MrrH'f;r,A of dw ex4fill afi-' e- vimf-� t+-_-�, "I W*4 SW be iell am a firm obtamptim con mcw, lo�inr protr-wt fiWr lhe am,vnnd,IW OOW dpi,rov clemenits C. 'I'%%o(2)key s iki�r cwh wittir"ic comw4lef. njj4M,d,^rj6,,f Prj,V In lit t 'ai Of*W('kV aj'Rpm�%fj CWWW-for 1111111yiC'V$�'V IX PPA!ik! . AM fte'-r'­;01�'"�kK'1471`1 AU*,with OW SOLft"rvilit 11he . Rmxvw*0%vLwk nmwoWs(inelorlin esmin I WO ial el"mried sis W&N - - --A and isvics sotl thrru itnittifloid . , L , -vertiphle grill Rust,- 8. Soil WT��W­m WfA&w rw4ir_ WWI k w,m,4_ im . , -riot). � )N d. 0oc(1)qukk courter kcN aW antodmV hose rarivel for evory five(5)or Cerfitw*r sh011 M ir rb*o-.CAP tirno r�-t­-it wm OP ptr;.N%wravr prrv�iir viir-r ate Ow 3.11 9ATt-M. lAVAT1ONK1W-1X)LF. tfa#wt dchrw pt-ncrr"%-d or encottiticrec4 dwirier;the#uorse*Or 6 trtw ion price io W,A,�Pit-&on,?l lrroz­14 eover*rriifrii, rW4,scape conv, _t .MW lieg,,Ily fi-act�,n th,rec.iror each type of quick court;1jr.v@K-C ins(pnc,al, K. AvanimpOr Con""Ik- fism-ing uork'. dirn- km-of it. Dwirtc the cow-*:of the imirk, removi: mWouq m-",-?1V+% fic'm the save MW icave, 3.06 borwflp-WAI: 44 Work: Provitle all lubor, raw,kiifs.u.r_j mt Wc goal pet%keg nece"aary to AN I W 2. Doe,above ntcfttion�_nef eqytimt_�, shall be turix-d 0%er to thic City at the cams:hir. A. . 11sr Comm tot*wV1 be a apt m,114e lbir rsplla�it dw City of Rome4to in ad go"e tartmites in a mew OW climin ot mfi! . ckw UP Doe remove all remai"irt del"i &W vorlejus Plai orminel orraer WA lai plosioq in mew goo mid""eq Haeliwe OP plow WWI the tmgmmw�I�V'W'ai%shown(MI Ilic DrawitVq aw dew-ritied herein, of the pr*T1. Bc"c ffmg ob%c-rvatim car occir. evidence Ow she City has 1. Awkirwific camrMilalerfi.t1i*0 beef obar asital fashtopmenOwDrawivir.. 2. oveir-plaly. P4401 onalari exilsm, wolllia is alme by jeolikV& taming. or W!tialk later Or k�llnwin;obt-r"'Of�"r mr.!-filr,.occordin to fliar linte it0i.�. : "Wk"110-Vr*"COM-itti'W1 Of W40ek,kVViftg the Prern ro 'We Sh ,ee Each pl�-rif shmIl Ise isbiweq with sts pf oj_-triv-,tarrmtm or soil so as 10 rrimi,milte rod - . . ,ja�lt Meet& CleE, I site A be elek MICeivol OnWvrioi muMbC shmvn k)Ow City of Rorwho Cuciarrottga arivirg.iaw wtic-re amey cu"iftil.or lift-ro-oll oraid,5mqr,A W%ftm em,,,jE" is W_ .. wpon Ow rtqt"Or tbu onsriccftr. dithirtio-mit. W mr-ti-shPil be stjoh the.,soil doe*- no;crumNe%k+m mr,ovinj pip" . ords: Alt work -dJ mislerials shell comply with Sovef"ing codes, "llety Ord" 2. Finest locratir,in of sit*in Prot eemniillte sIldstallbeoplanvo bia,olatiCkyo(RO0101110 it qktl iw apr- goal aeo-r­j bw the c8"t,.­,r,4- 0 a w of the coott" cow 1. FW-iob Cook",WV-7 dor fum Oom,iikiriff. w*. and regitlaiiiiari, -wJ ~ the minimum rc%ptitt-mom" Or the, .%temhWj 1.04 PROI)kICI'L)I�l.IVI;RY,SI'OKA(;I:AND IIANf)LP*i Cocomftmp Pamm-,��O�k,cwwbft.ASR����vww�kprftt�I."V*vc".betim�-i.it 11powflarcity PART 2-LXECUUM Rerw6episft r oafterPilemi9wriortokwirsavano 111"khtIfiveiroodto' IsItTle, rk"itim"For Public W-irk'i Ct"rt�­Iion(Orcen 14")latest edition of R"'An Ciacw-wingri. No hydransf drivi,g will be partritt'd WI&I 6(mm" 2. P-ast"t KVMY lkw i"Oft"Ptirt"-24 howl awfh,,.-&arirApr A4"Iayvro(wA,.+Prwi_i xh*P,bcqwo*lovir. tweftrepie.r,tatorm A. I 19"Min lif PVC Pipe and rwi4oper The contractor is cowiemwd Go icxicrcift core in Ilmop, , 3. Unless volhowim opted on *w Drarivirip. The 11.0 volit ek-tivie Pripet to esch poving . 2.01 proteciiiiat: 81ter rr�*a efto+owid, W&"rq"n berm rinit-lip y afL-r rMtlehing (Oraidinq SSURANCE&REQUIREMENI.S loodimr,wilo-ttin.oW storing PVC pipe arid Fittings. All PVC piric sholl be werm;,mcd in sathirt"stic foirtm kwii*itm is to I%-lierm4ned by whin , Tot Finel elevirkt-ml kcsok- 3. Lastarrol lim ast!spri"Itler anstrttlimtirin-24 boom Keep*11 Pineal matc, &,livered to ske in a Ivaltl v,cppilijitm rem pbmmift. pherits"I no,be 60 sorvirrrm-d-Ife the IM14.) . a vehick'ivh!rli&Hfrv,s the k-rsth ofp4v to k flat so as nor to K0y.ract it to irtirter bewlft or 01ft"be the ftm-�PK�*.i y or the Cotiore-tor. .1. Ifterer toCkyStmodrit 120"frerwh Refinif"whe-rit wkW Ckv gleeis ot" erible to astirAyetl k,dr)out. Rare root stock opil bL,XjW_3k.tl'Wsj ht�ek,qj.in.i,v of ot it . . MYA CW* her V, ,He 3.07 protr-'i"n is arid Fees: 'Ilk.Cosattriockir shall obtain OW pay rim".saw an Fictmits No a" ,or a concontfTnA extemni lond st any ftuird� Any section or pipe*w him been dmh-(l or waft.km&. 4. Awkww4k orovint tkm ivisilr"m -24 hours antateriol unfif plaimirl, Bal-lod mid burit7jr p!anis qh�r�k"""ho eovered'ivitit Mein,sawjust� ErWA 1e,M,_"Mry k"or lasinitara to pretim pleromo sevaq 11"M datiple prior 10 firw la4ions"ticquinj doninged%vtll V<divcaftlt-d.artil if iineta"cd.shall be replat-od with rac-A,piping. L Flectak Control Vvhvs: . wood chips or oth­r suitaWk moterinl writil p1wing so"; P-tyle. limclurces Directioris: Manuf3morcr`3 directiorts and &401oal draisings datall be 1.03 SUBST111,11 K)NS 1. AN clotiric camoi %sh shoN be star asswar dase,ta"al t"ar sht on eat flaar Normlity . D, Astep,Slies: S. Coot, wifir in,"01srofon-24 hours 2.02. Inartft!"latirmi: E69TA__W=_A8ATV`"a ,Vj M a*case %%hery tilis. ananuf��Iotcl 14 aniclics Used in " contrwi fitnivish 1. Rouviiagofspirliriltlerimigiih 1%ovowintlivisovaloo6eDrowi"r. is'Aprim.1frotic 6. Pm_e astplify H"Ord Were 11pe Wrong:-As ham 6.01 sonfic of Work 00 ctl%'cfiftg POW11 not*-n in Cc Drawings andSpeciAcs"icirs, A. If dw ConVaVAir ii%ishirs to stalwitute sany sq"irm"I or anow;o4ir for**asal"Itfinneor or 2. AN electric ciordie wolvits shof ltmv a sai Flow ed,$t"O"". howl Nrim(DrOveriotmott-rit.".." i"ItivhSom"Ir woo or-mf"wlfll�fw detn" Dettiledla"orplenitswithi 0arralawlim.-Orp" wAknm4kskNJtm*,ef)r&%imr*WSpmiftc*fkxw.k,ft"dew�byprm4diiVthckAkmmV ift Ow 17*2viingl. 7. Coveter*0-48 hasers by the Lowl"ist Archift-ci and City prior , saimebt,001fi-n by CIER01,111101 laid applo Provide 00 owkwwl,wpitari &M 11obior moo ap9m y to per fio-&H woril�as irritirwtM an to pla,ying. Pik",in pet-wo,W vivoii!sd and at Min-�terf in dw tip"- -ifirmitiom� antim aus!kcrthittivaut: AN local,wninicilvel mid swr Ism.OW rules tand liegii4jitiftifer Worm,wson to the 04) of Raqcho Cuv.,m,�nn Icir amoval: 3. Pros-kie apal misoN orm,contof valve box 1pr eatch Airt it it cotart"A vashv. 6.02 Qual-ify A"k."ft,-)e:' ting or relatihat to any"iem of tkis wcirk am herct,y irefirportfcd ir"onal ww3c a 1. Pro%ide a ste-owirm iwh"tinj the"-�on kv ma ing the pui"ti,"iemt. Use a aclie,see 2. k"b NO 1111111%,411 OMNI"'* 10 PWOOC%RW P"MWq!*W+.NOW4"MY W1111%IN OWN 8. F"ebeeivaik -7dwa; I soflew"Vote frompim"i"ghol""Ier IverieIt wboArmairsto we"amativiltahstagivisthe A, TheApfific"to"oftallwevallorinti, onst, 0 aihs$ (Ilk,*: sticciflicaliorts.SW tlift-ir provisi�.)r"sht-41 be carried out by the Ca"trzo-tor. Ilicet of Park-F si,i7 coch own, to bc submit"� M. emu( Yari'vi:lk ice - C"oki. . rothming arvixt"re: .I be horrisied by she Staft of - C4PtfllbfM&111 A POM C*Wre'4 OpP,vIer W4 a PoO C,optro!,Ad"sor an erVirtmitt to wq is$Ct"!'ined M"- St"Mirk-ti"rr,"VAit be CM01`00d$0 O"AtCt with Ony Of the 2. Ptovkic&-scriptivc ciatolog lik-t-murc,Performance charts Ord fl",cluvrts lew eft'A . It. Witter oboe i raOiiimi how been ossmitie ie o0w Names dw City oftertellata Cancomeopm*A- item to t4c Jwt�stiluk 90,�-.�liorilp"9W are frq-Mrod rA-%, rcgi�kvii%ns:tit rietpiiNmvsw,of tht sa,ric.I ki%vever,wticin thrc-Re�Sperifievtimaaa .-I 1. Use 10'x 141-.116ir'paternal be"few ON gole VW,re - Cover"IW".oilei 0910-120 wK 3. in 40 taosellillies fratimll hwvi" in we"dolled Vf* saraliarcHwe am". In evitienct in writiq or wtK-n oml by wrtiom thew. ol`"-WrMP-rn--�* NothT.On-sitrw, l with rock me glerim ft"J"iladipmoter B. All tan,­i-_�npls One meth�� most orw4firm to Faicbmital,State,&M La"I R,orptlipt"'cr. inai Lail �vr or &,ocritw, wial-rin,ts, workm,"vkip,or cowtrucikirr, of a better 3. pit-vije the jino,ax or"saving,irthe substituted kern is appi4ov Viren hish-dowin sower or aappm!i�f caltial Fxk,_;" s1rc%v shell be FV4C wA olisaim o Prait"il*v-IfV or Sr--Av"4�-"pirmeiirlN. to slwf lfk iwm ritili!,eal so Gro Pirnver Mus.5-3-1 1 5*Wcy 6.03 submi"A 1: (.highcr slantkirJ.or W-Ver.qzc 0).m i3,rc6pwvJ ly, Ow dxrec rwle,. arid mg0titioitts, a. 'Ilk'City Of Rmicho Cocmw",to shall bove the skAc restv,,notiNhit,y is occeriting or mievithag PlaiM."T'n'M Ri VA:Of 91%tll�)Ism hit . Corn"Jete work,ppVk-M epow"wO6, ar mr,�,r-YA,--e With bee -,rO -111011`.witm drawin: Tlar 2 lbs� , .,SW_4 �pre ' , � , Cj*e Wit1h C. We she obwii irmimi a wM comiirwme withotial'At Im"gulAft Prior 60 lhe intk*110miet @if any weed somb o mashr i Is,111he LAnAnorlie Coewvotm ithall w6ionb of th-W%fXXi64:1Ai(1n%2"d Dr^-ing�shall take Faccedc-mt . an� *vt,niitt,,fl rtem as an arprovcd oqtx4 to the cVi-_rtcw wW matt-rials Nsic-d on die Prior orrr'-val of City of malft+P cu"mo,vl " not ciall for a Wit vW! whhW *As-"" racmd alrar-ings wi#hlui comi ins I)rv%t ir,gs;W.j.1qW;rtc8?i-4- 2. Use 9-1/2" x 16" x I I" woo ,viilml loot Pier oN elecivic at tire solve . torerair peovirimly noted corn"irrms.or wift-to pref+r:Ow sysiv n Itir said visit (TobetasetlkwbiMmillampeye only,vepifyVA Agre,X"";c qofl,Tval.) wbrnil to The Low4,�ftpe Amhoer,tCoy a hat of dw-weed control nw,r-telt and qu&I"i,im astion ofDrawings Inelt PtSe 0 1410-126 wi*IMT4 brih-dm"efork, or talelp'nvej mmi, 4. PVC pilpe mW Altingis duall bit diowmiti"y cleprival of dM,dam.saaad worils!vie bellirre por&M IM-04r,4 for upe an oortrr<�ftjrt t),A-weed"prMllerrf and ggVVtC%4 on th.c 2", 1.06 GUARANTEE ; iosiwllk�_ m4t-tt-t'"and sertv"I wettling ffl-+-el 010 be W reccon-k I'+ INY C(R"rM VK'MCATIONN AflarrhorkrithitIt.comm4oc a3*eaAheml%erw*ofw"wwo,6, bia,eiriamout ejm+phyW,j5gNow SO Wf70i'd b)'60 Pow O"r:,,I Avf­oo� Posit Cont, Advisor shall fkarri.i4h ag LAindwortrie Dist w the%cok-or dac Drv%itass it is siot poe.,"o4c be k**w ON offsel&Nmioj. 3. Use 6"dissaw it x X-.%W dorr merial tallesiair val,ire bm lim ON clisielt co tal,41 stal ii op. the pipe and fmint mr"4+*-1tnx-t thorc�h Water-in WWI it'"Amithmen Contrai-Vr and Lsnd-Ar�_-Am"re-,and City"to am mv te the conirwtiNiny of the dccvcs,M..which RM be mquired, '11tic Co"wactor"comWhl inve". rate Ote A. Tler riwaamet,fitir the iroiqie-�Nt fay sitre i shasill be amole in accordance w*Ow wrichod 11pnes. Career h%hr"i"0 bet-12 w1rh green A"-"eover am orript Weil otlt-H. PART I QEW,K Weed 00"01 m0r;�Is one rarf.heK14 with the initiem plir-,ting w)d seed wr_wir�-pres�- . ,AL struclund arid l"misfied t-vrAiti,ms ammiing all or twis *x�rk and FA" his work I TItar Getw-r,il Ct"K*ions end SuW­menlry Conditions;of*K-W.SMil"X44ifie"Win bc filed 5. On PVC op vnietial etip"Mo-iiiait Ow Cortat lit IN of 400 we&tae roarital am?"villeo Am , Prior to irefrAl-livin of kwf IM promwicirvei,remirive livetri bassins 6"m rot" treeram,dalplut . 6.04 Ron-'ri-IN",mid Coordi,-�M &CkWjirg�.hNjjj+tbj VWh fittjnr�LK.;W My he pej"i_ t dc "01" ,AM thc City Isijor to aorcivrinc-c of the irrig,ation system. 4. Use 9-If2'"x 16"x I V arelp irlml 1 box 6w all electric assrove, iishm lopmNive o4thit Tollm tore or allirr-K-0 mr,m!.sW be w-w-4 mi all ditep4od PVC to PVC.and on on 1.01 I)M-,iptimi . berms in liurriareog to be remiri,ved prior to Cky acceptretce. .ed be Mee as +to. '',Ma A. LAm4--jv Cowpir", as Per,r!tP%for Ilhar as"inin of at sir"Ord ben ice.requir Dram ingi are pt-wrall)diti�. �.tica,y,li"cptivcc)fow,hvwkkibc,ft; 4 rhir 8. A ctry a the Gur-mr"ev fony�sWi he i"0191-d mi live 0"i"nat Anuf"Wifttvtvmcc tosi "rode Watt"or-,-d orer. C*rwvp Issfirit-t"N 4 1 9-120 with green bolt-+9w n dvvm4ir,d P-VC av,wr,ial joirw. Li&wrrnih pre-i-, is ON Ow it re-T-, Od. Wbm ,qp,lits . to prir-,rnt asirtn)-,i-ir wpt�11he keeirteel&raw-"bp notff�-the puNic i � 4el (VtjktXN work shall bew0',i",-J in%w:h Pt mwitirr eq to avoiil con;llicts between flik,mr�m in" C. 11he kwirrerwc f1wni gluill be re-INTIctl onto Ow Cirmorm'w's lelit-rhead end glhill comnin ibe covcr rw a'""wtq roki"! 4breTmk-d PVC oorff-;qft�*�t ftq�441rvf.Wet lw-,-�-o PVC Adit"tift ita-which the For es"errive Infiroi naiiii P n*r to 11her Starm"SM l"SpHY for POW WOW%`COn'"acil (Ore" "A"" 1-", 1,EUMMIX)RA M- IrM L , -C, B. PAO M-P-w or rneth"*1 them affit---!the hP14",pe PIRrting or hydros"d fertniffliticitt. tymcm.ptrintint;mvJ architt-cturzil 1cmur". pipe way be solvent wetdrd. PAW&: M!it,ri pet*it City of Ittinchm Cue. .-V-), Ikef"w,4-ec�' 4,201,303,ord W�as wrfl No wi,iten, it!or motKod stw-11 renki-ir Ow*1 stl�ammithlit for axim"n 110 ciftys hoen � A"Vk6ng inforomil,11 - I S. Um Ill" x 104W staged b" get,oll sivirk emir" kalwat hea"Plaid wittlialm so- saaaamyeds-,(ser4m"reltatt, wt%c*#"*t"-i�-j,perjmopmw4w _;"orofmprrft,w&14� I" E. Lim Civarromv: babem.MW ele*rt_"p. The f1h9M4­A I O" �ga riot , 1(it Scope or wott: date or air0ir­brin, ,Sre-'r All aork cal" kir ton the Drn%vimVt by notiet or detaiN mx% be rw 44% onal GUARAP(Ttf"MRICATKKI XV"T,M sonertmelolodoep'"'flasi Cwwmhk*"tm5NO-91t)-12"wiihoombeft-dw" T_,_-i'l"tot lso+ir W046 Corelm-liort 0 eviel"Of Aremn. 6.05 Nart-ftiftlive Herbt-h4ft- iw?4W,Alklher or not alwifitcafly ripm ti,iokq m thc%Iwcirwatiom. cover or arrfro%w mtfil. I. AN %""*40 how a -op aim on cletaii"Ke of six(6)4 wipe, Aept am%sow asnall A. Prov4*001 Insk-flailvasadeettil,orroe .NWPCI�DIVAOMWW*Wqeot"ylbrrldilWi&lflpllo Non-Sel-Mr omf"IWbiwi6e IIWM wier-whirifivarbettiel (" vonanmaerto,le byllbe Weberehyp"mimerlbot1heit igm;ot pi 1webarvierdinkosiderwist"t it fte"M delle twel" (12)inrim *".I littes of to"Path .wlith ibir eitirej,+17 Offt omftl Wk of am". me" dw soil picrov ion and tinich gm4"V orall pWm Ord Itn"ateric tat Show,,on piamx," Past Conl1rol Aiclvia,n) 11�- CoaOrwi,or shall not %%iIWufIv instRII the irrigation ..tysttm as athivo-ai on the N. %pmk k-r I kwds; i@55 Ov"Irm!Avettoat 6.06 &-te-tir"t lie,biviAos- ' . in wA,�m*and wm*rriv�hrr,wW*e work ho be"vorintilet(4 in scr^rd-lorm with the DrowitV ske ve Owbi,+slitW be irryWt-d W?P--- .i k)larr"we PT,-ily hnc� PvvfW.lim"NW ressa,wrility. im(Ohed.or as delinf-sH in thc speeirkri-torta Dra-A inp %%hen it is t4is-iou-,q iin the ficid Ow obvroctkmm. frack alifycreii".or OW%f"Vjrt(WT'jS,or,hN Las Antgri-s.CA 90034 WC-tive pre-r-orrerd heotakid"sannitI01%With qotiO atnixi", (ot wo"nipeii, by dw i�wtW jand JLW,WWq'j'.V;SbUV'_'.of flefirej eXcerel'-dr We Arce to rerair wv(be irisrtr4oJ directly ever one aw_�OmT. di-wretionciies m &rci dimei"ion� cxist ths! rni& rim Wive been corskiv,rod in I. AN spm*ler hao&#AM bit of the saaaar Am,hVe, sod dolli we. Ow asente nor of � (310)202-7775 past m1h aadvis,-) or nopfac':am dLfi!Ctf wt saw-nal or,mirlintz""hip which me)dcvchT,thsfirrg the period or one year . It. Forni4with ,plecomem and graft,ofiaspastwil IneborkifMing orp2ankIs lfmq";,ed. tfttmtvri*r *k+otwm-fions or dirk-rene"sNvold be twoorli to the wwrittoo Of front J;tfe or,vccj)tjK,cc amij,k-.k)repair of ml4tice on) dw"Arc rc4u4fini; lirom the rcfwviring or PWcipitt�, wi1+*imdb11m!q (or stot")O(*"Vq,ppewam,ww&oe4r.wleWA04V F. Awfitmaimair Coasm"it, Atawwnlitly: 1.02 Itiritv 6,017 Weed Evai+,rimlim: dorCkyol'iturwhociactiftit-rgs lntiwc%,tnllhi.,Cnmirx:vti-ri.igntmpe��.*W ec�lacjft of'mich &k.ftvis at rs, aklitionil c%W.N to 111be Crty We shatt nwAw such rcpain or on albe Drar*i oxtVo,tare-cifiett its Ovew sperial pmisions. C. CloiatoilvorldlimiAglaidip orpifflor'sore"ohalplow MTN, fin the oron"offt PositCoWrol A#rharm,pezer"i posR@ostatailoondiarvisitiq itift cori shu"w"mw full rantronqiSilivy For orty rrOsion wee,". -N. ' plonli tif srre-�t will reqrtire ormitro!priew to rerm vs,olirry die,"arties per Pt*Cariv-01 I . %n+XCMt_M"4,iVj(jhn 0 ri..jjton;�K.jimc.as tje�_Mr�m,j b5r dk,City,miler recitipt of written Fkiiicc. In hoatiss upormrWrosirref, iflo.wrlolq� Rem"oloom?" odwstilimpbeemissfir to Ftar"Ish oniall kwo op torierelie we* amsjjiiiai&� a "coot an 6e drars.19go W as,gpocilited 9 dk,evcm ofour Whori­io rai4x 5wh romin or mpltticwPtx within a reasonrvmt time ainer MC44 2. sproy 6WI06"have a sairew nownpill"i t 01111i in narm-mrk*secrItp-r-re as shem,"on the Drawings. iwhkff�but wit km+wd to the 44kn-ing: � 1.02 Tolmil: Advi.--r's w_­,­m­�1irvms 9(wTitten rs*icc rt.w.d)ccjt).,Avaw1,,,ri,%WocCWy torwocce.)ki hen-c said refoirsor refilm-'l-mems A. Prim to the irrst*tlisti�v ofdw iiijr.o6i warterriparrovesandotestrialareedek at list: W.-Ac*1 aur c%"ac;wd,4v%W rioN the costs sod chrirvvs thercrorr arxin&M,trO. 3. Rigor vari"*ON lat 6114riesiatali"sevellosoeir VA&11har delept;omp"opt ow 6-nill... 0. H60 Vathop"fler Aasompo"t Comrollei- A. Fai 00 and sart ON reinfirpi r 4%torei.boW Orel mw!R i . A. Exiol4v on-site emly 1100d so ine"M101h.,tandam 43ift orsaoi"r,st"c"Icrtim. Adete,iemi arts's-rMil Fircim PIP", are", MOKC-l'..- . 4. Riser fti,q has fiwop'RIIAlef hearlat ali beilhe fattairesiressilbirriver pipe lit inew . Abrior lar+i,-i+�to kill ON * I RoOr or lam off 0 dated woods to a derith of I"-2" -;;i B. Topsoil it"i'mmIcii!to site for uft on W bork M in plo i i e i a goal ntmwoinr,sliall be samady bokvw the strfww of the wit. Pllrrr;�*?K,son o.v ve an aa ee 11rom the site. L0CATiON:_,rTr-W1-_5 -��-"--k P716, sprinitk"k,,,tv. 1. 120 vok power coovioemir it to alke saiwo ri itiat opopm% *SO be proold by Star a. In ON itema statfimitvil by other watlei valikh we to be cow inso opnearti I The ConvXhirshn"formigh low alick-s�eepoi,ink .vmatev �oarrmocvltft .1*6 31,GNL`D:_______ CMWM4&. *xtured Sill Plitt clay comew of ibis soil tahoil be no jaepter thar. 15%by Wright. T)w toy rarripe in the I*aw*R and SlarciricRtions, No qtt�ii,oiftoitin will Vic o"ovk,od without ADDIi'?kK9y,'):___ boron conk"or this*W"'l shall bar-grieah,t ow I W per millim as nwrwdred ori thL PAXT 7-L&K MIAM js�� Prior wriften aMmm-111 hv The Cit% ofkarichti Coiriimnnga 5. ANV. rw*kr Needs of 11te somair type"be star Ornate inswitillammit . . C. Cower*for ,Ortre,brvfi�Ner walk fnwhw pmM beqx 1 oft.,%a he e oplok 90 ie. . 14"If, --- DATE OF ACCt,Pl ANCU:_ 2. AN sliette wv*sW op-Riam to local w4n,ortlisimer r,oW sarien gripo9mitiarp wAw 01 i0m"Ill'ttet rhe N*S L" at 1- -mi riatio(SAR)shall not extvaaj]i.0 millimrihm Per 7.01 &�_,or W04- Complek-priviriia fi*shwPbcrotnnittWprkiriorkTkwmirVmy,Awk. Makils No PAJILT 2-MOCAIM 0, slearvirtt: havift mi-0;e". 1.03 Pwitei cievilimew at 25 C. lit ortler so--cc-fi-",_*e,gampk,X or tk irormlef.1 961 shell he Ptoillde notelilvi .inbcwwAoqto;TppwWmwom"ht,orit4detftlto,pvPwyidpgan SWI"w"k-the m.1ritW;ic1urcT.motiel numbLf,and cliew. riritiori ofs,"nift-riA trial 111111111104-ftifillf 10 W 0g`r"cmtk Wits It,ring lobt-trify, w-ot,od by the projitirt Lem&� moirrf­e rVT-.rnv-*as refti,­`,�irwied arm delimot vtlhesrpeetf"fit�m H. Roo me Control V*16ves: Architect kw ortallymis prior br,use ' � urer sfyJ other Wim".ki,ri w&v be 1. Sleevwq wmk-?he 0"Ri it or pr#aid sew, *w Masi 11111se h"I 9 finars of omor" Wit* AN Fe tipt" care ir it wmk"be be,I jejode jr,Pe attat I its I 1paift for dpft(3)do". so - Rm,h of*vint to be delivemd 10 City for arrprovw. MW&4ing,WE"110,141H IND the Wl,-Wrng: , valloil�MtM Its lic sooti. Akhoi,T.ki ,nm . 2.01 MATERIALS it p&*#p Soil test in irchitlir&MOV69 and rCromr",v4,0;". . mainfrim an pt""MA pt­ed ametes. difTerent.Ow rotit-ving is a livide it)pmriet suhmittal to.me A. ocne, : use 0*new mmo of W-nd wad tyPam noted op draiiii ass, specil'ied he if . s1batl be Schc;4rfe 40 P�V.C.or sp-,00ved equal 1. five"NisiftewabomovionfeliarDn"Wipp, WItt"Nssu, I isvoist.onewspAwast"No" larpik-rdiatift", 1AQ-4oni­- -tcfiniR1-l"# Co,nrm-tr,FOOIhwrpi.*plvo--ewidit,io�!,v sporlais . or optirovel elll0s. (I 2)k0"betweer odiff--fo vilte boves. iw,.-?*,saach .emm,oom� vvfve in a a" herrice*. s. commVI(A itholl be reitp--"�RRR, for navy damage 60 view cons�­Victift and 3.03 MIAmperidrKip : Keep&.-tad or"s five or ww+and&+R Liam No. 0M.Tiritive NwIllfbehm 111MAKNIL B. PVC Pw.,twc M,-m Lim 104ir and FWiM: P. VWKW Retiortm cesitm"r-Forkm"T: onmm rk Wve box. MPIWI net or repair of the wati stivil be m0e withotat*6-* "so ifhe City. Prune vr"am apt,t* 1. prc%KjjF( ninin w p*inV fix sizc..K 2"end lorger%Wt be PVC Chase 315. � Allmllsermoodinant-44sellbeaspecifte in the Agwirarmitic SufIrthiNitylFertirity seith repomi Fog go Fortilip"el 811 p1mrite and plw�won, I Rork Me*larcventer 1,11rher, 125-Y-OV I. Castalfatlei evirlimmisre"be of rim Ord"sheawn on tfar h Irstio fkarwitagar stad 1. Fivolhing'arlysitirm: 1.64 cuvn-"r by the Contractor h.i1fro . 2 Atsioniatic Comr,)tIcr Color Isit rT 1-2d-I)R 2. Cities 3 1 3 pipe shis" be onathe firont an W oppi o v ed Tjvpe 1, Owde !, FK wrilpili'm lkftil shret, . bwp";&,� 3 Metter Valve .%Woe-it . 310ORCV ' evirrit,; eoof�rrmit %AgTMniainopee4Ae,,14,mDI7V, ANpoprainvat,6404 1. AAwoNww,RiiO.Imphw*mwOtiomomi"p�mvsWemwwoW,sNlpioo,p"y 'UpmemmoeiienefoNtemi"rumtwwbeolmprermwae"pqpw oncessainartw"rearap"8111 1.(W W Prepww"' ! 7.02 yffew7ers: 4 Fk. Fic. Mc. petivinii,el, wsik *,w*inFodtqMSpt-If'-�i-- M22-7k.wi*woprol�iat 2. Aborklittit 9tvAbcueoovL46p#woopopM%ionolsw,pithmoingoo,esoWe*Ww lotakowl-Ninot-it ffirrAmt-MaItto etc,Awn the sit-Wi0 theshrahA, be left in a clemv,asest A, Ca"m"TWIfffilli"Wi6ifflansal!t9i 90-3-1-0m4atroarlahe mid 1244 Oro. stolird'i'd i4r""_ (S.D.R I(9&-,v" waW Pipe).' for woum,iiv Wit otnoommk spr+,-+K--comroth-f sod ormnivi.. strip. a5verof-9 wr"+him be"tore_-Iirt�OFA4 Priem*4r_4-?I-4Vr.of".,F+'1?f he**,#* starolti"sccr�r,hle W#W city. All work on irrig?sffm"oft, *m"he co i I le it tand it,at ej for recom"nomlet!op,I o-a saw.raw Istnirer Centr-'led Rv4-, *r-Nirtroir-n. w doe ip i to,v I wonf I ht i e 6 or tarirroved svIfi,,�' as Irrigation NO-110IIII Maw be sperific OW con"40e, AN kearm souse by listed sead 3. lsovsnm pty.iiii Inv piq4N frit sim I-i Ir ovd P"Aer"be PW Selp-l"It 40mio Ml V11tvOc 01114"be 4q1V!?-t M'00%Cf-4 Or walk USH br-404, OtK*.C,MyRte . grading com&ted,prier to rowi,tifiing oml prior ie,soil aam_r,�.m work MaImriad by the Ag-rrevvric mr-If mr-t. Avoilp4e fiven Oro Power(9D9)393-3744. shottld rwIthle%irilviem.primarr,u we,coweriora,vatlye.boxes.itic, NO copies Or ow Vc"t%Qkk.-djiomf�� 3. A I 1 7 volk depot"ben"be pirm wh%On OWOff vollitfi,mid a 117 vok PLANTVVC SPCCMCA a I , T 3, Amarrie-,,am WTr,t,*+Ontri-Aw fiv-n erimtiiii,�j sto!kip Own 2 1%wtrc�and 24% oree,jq�jVje MMM COMO@+ OWN M AV" .. r 2. 3riftirlar bomb *AN be it 101ONd 0* ohor r"00 IS of ow system hats beew antarAtfat-wrer".literth"(catrriij- cw%l am rciLrArcd 2%WArniinisal infemnva"'on: 4. Scf,cd,oc 46 pipe Owb"he ww*team"Waslaprovit Type I,Orode I PVCwi alipint r it 7 voolit ri"ity to dw oestprefln "Comfili 10 1he ftV"Pl_"50""I"". Ortheeky OfR""'_%*CWPr WjIff AfLer row.+greel"few be,"empHiRhed,propmit ON Itawn rad pIrinjin,g we" -"be ter . by,."or C, VAMY 11H th! ttmvol as W wrt+Ai�ail minea,%ith Libe Siste Doppotme"of Apric-Oh"an so irr ini-r!"wt&,Artirt-2--Fwlih7a Wrriph,"Srctio-+ 1010 or the corfb-wiry bo AS1 M main sporifica�ion DI 715. All pipe re nvm nfr,t�lmrirft ho"iftr� AN pri,wier wtotir the lartm"M*A be Pit qv,f� pheinA fal I-00"m- rilVirt;16 a JrTith or 12". AN rock;W deMs more the#21 iri atia�"shrill be rrmic,ved"ft . Equipi"or eroferia+4 im�lletl or rwni4md withi"prisim orfirovat or the City of as w j;jq0 in Federal Sptdrictitir,ri,PS-21.70. J. spiphnitlier lk,442! sik,except for areas thim am to bc w4ded, an which all rock snel debris micire ftr I"tn diameter Afmvt1,it,n11 Cocle, RariLho Cmmrs�mv nwry K.rt*x1t.d;Mj the Contractor"tic.re4ittired to rem.mv 5. Pvc"vcm-wemrti6ni5ftnp,bc$cbedtk4o, ii-1womok cpofMrft%O 4. Aianniiiiia melle"llopswrialloall,olor,ty"iml darr"wItaphoofasporwilot 1.61 Sep"Or We*: shall bL wrinved 7.03 ossfeepol: vich mawrt4s from the sitvm kiK 4,%%n cwtvioe. ASTMi proccel--re D2466. ta(sall oiri"k,,q!i" wirim 10.004 voVes,sawler Valve,comm-n" f ri etvnt.roll� 1. lWft#OW 310"Ittlej batoje fate deplir.sliterfi a"ft Nftw� . fItrifffrjej hosuts h4ourt"tivit"W#40~inaomoiptirll,after Iwo,Moore irl igotion mid pleve I 6. SoNcrK oerm-m and Primer for PVC soh c4l-wow P*atled rwimp shou be or type W00"i in 0**errk*mq be oq­4vrl-�rtt in WA rr"-_-19 to fkvw iiaemi7,Laal. . IV be COWM"W 111111111 P000i& INN M!tllVl kabor Mad NP4 lit, haej+� 19 OW faae"Wy ftff AppIty�spreved.&W t4mi in aill K41 tote P0 nepto pa oter,11 em to a"or 6*. Wow am Milki"Wfl,Oil ph"tr mad 0­t��orsti�-M a eanfif,s­bay"as dw7 are mq*-MrA dwirq dw AMwovul of mA ikm witt-rnistivit or nobstihme itsi "My dw dw prodiaso or arA iwil"ttim inn merh"Is Pre.w I live by,*W mffl.t4k-*t"", Q. Miftelihai" us limigait; E*.;,imirld: aseartrim-itillt all vaidik.tat iridilf em the 4newitVa,or ait,ee-tomy inW.4d,or a drloin"tc-4 in the eq!Ofilbe worl�,and ortiorr-*inisim . ' . ilbort�-atfor rowillirif is comrletie. hworr-�,mtv evenS,into the jor 4"to 6,the ro"r,wing kc PPW rui#W.-r.mi firael soo­_r",�iry or bwAl projiw- P,,r(:,,,W."41 bear the kilto%, , � _ _j SprciftOAI`�,"NS fV"oW§ raothoch mpm,111 N nwel the rvvii­,�".-W,Kut**w 13mrit0rilvi smid,Specioc-�, on she 7. All ng"Virk in gA: i 2. . lifirtelo4a,91rhatWo sholl ow ante ter natrah ttv i ini0emir on Aw Drevri�"&'Its me . each IAM ftftw-r firet of,p1"iN ares: Ropirce orry doed or"r?"tA"di­t-4 by tte Io­wt­v,rst Arahitw am City . , leash of dw inforp.1"fie""W Up",'C'Wf�rnillcdr a. mit"'ramures wirr, 1. Refor to On lavirilli,i Plam Star sion and " or nalarrtlhaiov�o 6 igaiHo i lopprit_M*J$ve. Mati tel 01111 "111;03#Atfl Wil ftlk-Vt the Cofanamiet Vrhk hfftP;V9ty W0411'r dW Is. Nominal pip,size . con shelif or W,-_,nrt-j etair I I *e wvw+"r,�r,M-mr.�_ by she arrrr-#,��- . %WPOPKIs: 4evWyordsofthrolir Wairre0orlFirsismillerequel. A. Irtirstm-Opera*iroiiitksi"stem on go votoijim! plop m-to ambij 4v jap Pit" 51011"nitt-10. %Wk W0rrV-+'efl 111hall PAI) 91ITTI,lint,il *W Vim Mftntft� e. SchediAc or cla," 2. AN arioneNpo-iiPt"Mir,*1P atilaalenairrat"be or qwtIFk4 or-pp i r to tattleast, I AI '"10 ORARY R"AW, AV*94 arid sniomphilsteholl&-ii,il,*46 1p ,erolng era0es,me" as IM04"I ,Mad regolvill 2"N,of Girri­Power of 0,I­ eqtml. Wfdp)@"Osda"it.tmshmttfr.�,om-4ft!�rn hnfoolm"Mran-offaahtlibe"108 d. pressure""i-4 in P.S.I. 1-he city Kvvry"*e rj&to wake lemal mar� mpolin st saseepasi, o bW On.sprinhiii i WOM . miv� Dar"w-to rrirtr"n sysim remi!tr &*m tervirtmr,rm wo-i eqtirwrtent C. - )spi"tiv ad MW ft attftirm"n jeer;iq',P1P V_ , NSF(No,,iomal Serittition FoutacW" _1I it ofthe&O-14-rd%peM'A,--"For Public Worlirs Cortvew tie? . ti)I)R A%'IWiS: VW;pp jerij in openvoin, oatiollik, IU ow-iw of" A& IPY 66 ChY d" W fel'it"00 Theabove"Cormlitioniinsmirsillmillas '181"Selomysmstpou biw9edeptyllbrbidd;r4pits'se, &W+offtW".r�, Pk-�_,Ott-fl befttt­r,4 to ib ongirvt oomrfitim art no"to f. Dote of cxtruqinn PART 3-EXMMM conlrr,for of hit ft-�trfl-R4rqin"010001 te w,"efilhe rm_-rf-�. , to well .,.0'11`11 . fore""')1pt-vt*,Ptiln. 1weptrft WR com4ikvl�wray chimr alm-f;rmny . br& lb 8. All fitiisW shalthe-tv the MmPI'arturrit's nome am tra#--m.ark,rosale"deiiVro"i-^ ' .r ftom the kme thrite salwirk-win"were de%elloped SWCOY. F&it,wcOfwWpwloftwvTir,P*"gyrgr-o�wlib,t j&to e arin-0im l%cCt4w*cwshoNp"itkkwWk,mr"P-R�-dweet-linmoept-tio1 setiol'biw1ine size,&jM*ficahfc I.F.S.w,IK-&4c arid NSF scat of approval. .1,01 OSSFAVATION OF%ITE CONDI'TN" I-0 - Qwhty Asn"w: to 0he time thc actual so,il condhif�nmg tok-f.pifte Tulrr,cr,re,life COM-il'tor oe obwim his ON" Of the C111Y. W 10jilptil GOW 0"arry-f-wy yortm shpn be ser,orniriliRltod with,"j? onalid prinit whieh shirill be eorrw�tj&if%,,sht,%virtc tvm chanige hem the 04 igif C. PVC Non-Prewure Lateral Lim 1`4xng: J.t)A FXKTING TRFES soih artrilysiintainattol'ontprrevm 25AW mt,.",tem ofplaiieed arre-n T%m9ojIar"s9hobe '111mittfIr PWII,4-tV", 610M the City. , * I or"Whit-Ice by am opprovee Aronnioic sails*stinj lol,ifir",opfirtwed by*e project Land,seftoc B. Wise oor*,ril Ke-, 01 pb,*-,d a"*in of warode and 4Mar i by ew4jvv�WM St f1maivirip WwRrecirteritr^"WWI the exact io4viklieJ locirtions,sim,anal kiftdio( I. Kyi-rom%mttN buried laitf-ral linc.riping sholl tic PVC Schcdulc 41D with whVM-wehl A. AN scald Alivitrook ver 014"A til 100. ?bar C00001wr dW dw* mid vanitl�atill" A. AN C61111 eq ti a PiAbi I F01 X*Develrit"new W"It.astatio be live I it in smir"do,Pie wt*dar tiatuipment. latinti kn this pwrrr-w ". be dmoipt-d Rom the city or 1toriche joints when iflortittl in Planting xrcq�. dwx-m-�PW reeri-vt aapr-val 6--r*K-Chy of Ite-hr Ctacm"mV&prier w prepev�n Wheftkismv-.I"P)"VRWOIIICO#IWVW*t�ii0iI 1001's-dwffm""'W*AOVWNP la"Ra"t am lows of ow Staw or Catifirimiz, Architect and City. Copi--%of the sti,il"so be pmvi6-_-1`tii,.,riyq,the J1rc-cV""X-6"jiOb co"irre-tice. ieftirvalit wit to a,-.-, *A 10 ookr�. dpys.11he Coriteft�X",else 10 eem,,-.,C rxh . cwfty-v,;w at cost. 'rhis set or drjNtin6n shall be kept on the site ottal shall be wood It with work Wr4,-T thli;U. 44ill�n. tie y,t,,id;r0,,pM,to WOM spe*k-o"j, las-:*14***�in Wet,*tailsen V"(1)staO,Is,iml Wr-W*1 M111 eorr-�Orr�' of we­�rwin tb,or by san&rP.vr_v-1 lisr4r��proe,rm. .. Nvri-jm-c"orc lavral Me piri,q,inisTelk-0 under peved atrow"I be PVC Schw#tak stapilliacdonebyli". Ail n�n"tl*-(.')wn+'$@Wi*tlMimdi'-!"!,�.-wl� &-ecttyisiffiarpolib 3.05 FietiA Gradift: only as a rtcord wt. 40wiV,ist,4Ncnt,A-cl&-4jtvir7ts. , - I 11. Coolm-W Or"pwvWr the Lassaihrsi ArrhIterf Wad the City wh%a%a of Wxvin""prtr I C. PwCor-trnl:bpre-j Oil plarrit,and piti,!!, are"willactirrnmE ofwstime,mome 3. Pipe thall k mwllc km NSF SM , Type 1, Cwaade 11 PVC cionn" 8. F-vepeiwextit,ivoecwripcm!vvroWqmWwep"wwm;o.!FqmMiie TbeCarestrair mid Motertal Svriplin-"arKTrrtird to be ermr,,!"ed durbig the rw&se or cofte-"ian �tor*00 or pipe or co"eltlit.sho"Ist,vaarffA",tawk,-wid sh-Al bc he""t) wr r7timl wft!-Wv" to Pre wit prorinly anul op ainmy bar o,e wv-�­N 111isref fk,r­by am sprrove nv40-.-,d tirpeat T�xCmww-utrOuMwt*emww%ik-OWmt!tk"mon#www shainit 4"close to wero having re're sam4a AlikTrOtmilithVIll"010 we em"I'lell.IM&www 10 00~fin;*greal-s Jbr pil i H . AN 111ow tion"of to keep all pli-nts ary.,phr"t-d Oro--Aw of ir-oo"and diseftw. Mies"d 00-til ,Nore corkrr*g to ASTM main spee4critior D17114� All pipe mr once re,tfiti i orry n1a, be repprkft"Sk fur drr"-P."se,uiWtir-iai am itoo-0 by W orn'Keirm or nerifti, Che6 scarriftr or rAceittive drying, *,ft"a all",$rif",nwhi-p-is r he, It I , in alj"rp. .1,ad'- roor?to*w W"the".be herd wilmow. Son"I be rnniri­i�Owl Prog-ei kvi-m-m-"Ois-11 be omet afte-witl­_,", SK Ow erid ordw project Owt4i;da6 no the work proceedq, showing Ow "A sas scsoft"y vastri3O#4 For met Wh Pn Fudern!Wnciricoilion M-22-70 with an spriop,ite sirr.4_ft�,d dirncr*ion exi"i,N dwiii,rs*rWirip kir ret*irt 01111ty loep4rmir ft"two(2)iw, �",she wall.of dt:wt," � C. Cotafromw*mM*"LOm at"O"I"bree PuMk L3*ft ond Poem tj Doi 1pmmracc� be---A lay the CHY jamem to orn aaWr-­io- Pf,v Control Ott,-1!nw4wir goTifirf , . 4� 4 be icy CYA-,*. Ak-ePin cleon vvis*wAn;k Roets mw(1)jWh pri, � --tr- ,1-"-4 ceeft snarint"t-ice Pert .1 sheu ark-%o(tilt-ir,r�t"t be insHled inii Wevimn dw almstaotrettrich rNio. , -M an d;t,-r , thr Its , wAlh ifwrt dittrift eviti" cevrg� or Ow coriony-tio." co"!.-. . The asi of iw--&-,-r Aft"l be caler,:i! dw pinri�Thie Com7twfm*nw k0itnkitc"eqwrent"hase be"tirfocto,ftl in a gratilic Or!to vr�aho.+1 W cl,".0 wlf*r!r"w"Ov-fint,(N)tv_w"�saw dart"I"incel by City, D. Pritrnritg: Prdne ON plw*adeipip.wipio and di-es *L&fw4%vqae w at r 4. F - m noted in pam-,w tril, Tion,PP,r I t Arehif a" Often?"SO 34 so rwch the ori&9l writhtik w mth"teil in the ia,riV!i-,r,legmid Tk A(er _ ,+41.2,mW3&flhisse,tkw42.010),iMpt!qto;oeoo)eomfw C. Cowdirsaile isnali,". ofoltarfrilklef moo leal loolhoting rhiia.so illiarre sW be we It!tit Its a owe a(Tree Sent,or eqt W"ot or�,­-ff k-the O."sb4!be kept oe*-o 041%" Fliftifth rmAn*AN kew Sol ftwe of 111he rrmria!unlfh�vwritkmfi end*ft or obrupt gnp*clbenv . nrott-rfrqRvn kftral Itric Pipe sanall ft0irgs shall tic*the sarrw as fm solvcnt-wcw with urititi-q or 0.4e;eoi�",-m or Affi-vtry io plarti"P.irm shrvb,q�&W grou-,A covers-, whit it this in opt V�,"04-,11hr Wr of ft+ . ormsirif-_--it,pier,­ amor."fi�,t�PWP'-""Po.p�a@di,e,-.�!"40(wnwybertme "I -7- ­ relAwfittj viii-im.M1 and dime"litins will thic"lic tmrvf�rred to the original record precr,vc mutin 4w pirie and fittings rs set forth in sectirm 2.01 B a(die sti-ific,ptieft. or ca"Ift. D. Prior Iv onan o(s*dewe"s,re m we*,dar Covatrorfor 0*4 sapeWy Ow Laatalwitpie Aft4pitW BM!",�f-Yumil*.�ewl,�aft%rwi�ter"""PiceP�lf Re;v.v---vkns*woe4-lN. Edge ��, I drawmV ph"i at thit proper time ropti-rii-cm". rc lartcral lint pipc mW lituinp "I be thar qatmic " for solvent-iiiieW D. The Con"se tot*0 up AN,du4A all rwk-q*sati0v kit" he ff"Satiety Ise tote f mad City ic Vive slv-fir#amiel oomrietior 6". Con"_--Irr**N also supply dw Laint0liestfie 3.06 Coord4wicor , � . . rm-4 om" to"r bml,+and Vie"wr ff-rvwt�W jaaior-qt'w�to whTf-ve NW . pw,9wc sawm hw,pipe wW filmi%"as act A-irth in see"2.01 0 of the 3prrific'ti4rnas behi ir shmii wort on dw mvillfolon WWI . I.% FtEID QUALITY CONTROL Atth*rvi and City wt*she*m-pic ond k+Iii-,ne wo rIK i or the Par"in chww of dw wmi, ovel 11 everi "'we Pt rt. Extrrm-m-lit,F-ftl_�-n she mmkis.rorwi-&mne. . I Fk*nv oic 41"k.ortht fired%ibsemoariom.the coloff"Mor SW tre"Ov VIIII'lo*4011" D. Dram Pilic aftl I'mings: Weed thai""itritimealt 00 becoordireas whilitheletRIP"Isit ofitheirriesit;Ortsystei rotfstill;ing I . . I ond ar"t arm-it"efir!work,OW Piltirding. (See Weed 0t­rwert Yeetion). . firt" sk- "reccird druwiriti;" firrimi to a sepia an'vlar or simiW mvlw material. 1. VA,vrc intScoted on the Drowing&voic red braiiiiis screwed pilw worform+ng to Fed,a 3.W_ PRFPARATION A. Adkow""M of dw*ON I : 1.04 Flool,omigNitillik-RainalCowidimik : . FAU 2-ACCEnANa.UUMMa .. I ArmnVirrim its shelf hic withic throuTh the city firwobtri"i"g solosepiss"y1wor Spxi(k Minn NIA'W-P-35 1. 8.01 0or-M "- sk"ifff mvInr wwt,mal. AN wimt"I be in wak-riwool'India mair sod Wplied to the I Fk6rigg"I he red hews cciriforming to Fftleral sf,ecir"joft OWW.P.*0 A. Play ek Is"W! I. 7W cowl""do""OW W,hw so ort hikit brodar he or0r; perperitsace PART 4-TKM- SHAM IS �� I ' .. . A. Permits: .7* Cooftierfirm sholl oWh mid psay fiar tall Permits and irtsipectint o i"V;red by UPWo"nj,J­�ieMo1`iW"4Vft6M8 moiriarossm,"parriod6fal"W-11t ne( OdmIlbroalastetwie, . ___ . mylor if%.I w0ftical pieft windc 4"rmr�tty Firm we on rrr�,Iff ramerial. Swh rim SW 17. saw to pre"Ove?w'-fry amato vialks.reml'-M,and wl,c"-�SA mW+ff pim-ible. -it to fin*4 am--it a the werl:by be Ctq. The Caarrrw*wvmncn,t daite for the (V,f4 - Vw WiMiltir to lhomt it,11tPPv'1VTrVd tp, Rar, I Copivr Noe and Fktinpii,: govienvii'll antoao�,for the wed to he Performed 4.01 Scot*or WoA: ~N rvq-;,�pric I z . iftretW Koeffel&Few.or Fattier Coate". I. Pipe I)ry K.hard temix-red. 1. Prior so itawas"st .dor Covota"or*A*give visitat east aN ppe@ mart rapply Nnarst, I Meant,"Prv,-e Perko ow-H 00M."mi-­u"- 1010" OM-18 for 0 ph#-,"ofpL-wfing m*ft1l,tim by " % ,!��05 � The dinrimwivrit 4hrill he rnwk at to lit twit1v nNwti+k-even on dic final om"Poller 1, FiHiNs wmtV&cOM-r.*ohj0rjoW1)-rr. tais"tirtroodlocWtiotiersmirkliel)Xt . 2. Ifitildrielmlim dw a"--los I"dw kfiroti,tw trattlirnwot WW pow Ide prolass P1. Ratwift condhim"W: 71W Corommor IW veir"�am 9"04i"M and disa,semeirm dwwR on - das PmMrr WortA lrwr-ce�. huirf.-.,­�perkA ghs,11 be ot!hr­,�%te,to verii!y Pl8w.siv.-R-f-isti" 'A' - Pie , 1+0?t(%,c Stc1for C). 11he original Mylar­rViLorj driming"plain"I hL sv�mriiifed aned Mrre otl­,I�"ef�Venw.it,ow Cori"--t 10ioll woke*K+adiu0ni'"Prior 10 ?"ovialeepritsme ,oqoTrM lei �sedlattwaseemmory 10 hospla op wee't old shr*R a slarlarl ompkm, City I to the 04% of Ram-ho Ciactirierign for ortfir,rivej prior so thc corrift"i". of! .3 hwints.AwA hc,.trv11t�, J witf,silvetsoltleir.45%sitwor, 15%oo,noc ,16%Pkic.24% a php,ii,V. #0!,�_­j o*of,k 4ac+"+e­tP.-"in"w*+-gui-and derr"of wt Oar pilm"Or the 91k pim to corm-nert"of my wtw+arwk-, this om"vet. The Cwww-*r or wrm�-044y irrapfied VW as defiri,l�ftted in 1hr or P irt"CnrF. mid asatml Mt-,� � " C1114011,140flik.30100'.Nk 11 25*F,OW k4tliJW Wt 1145*F. 2. All le.00m thieN btslrjr�veil by0arCkyo(RaritelpinCoasi ri larleiriaelinaos,411mil 0 pw-ift.4 **M verify dw liocmiii" end def,4.ofet?*r0Mrm, m,4 etMtit"pric-io,start ofwod A+ Two inpyofmim "be arnsclat 6tat aftleast On,asitipfili.tho tom period MKAW sliker&I controllcr chart F. Gs*cV2fvc5: 8. . Wow sumilly: 4.02 products *.nfiv brw been orm,j ims!ly iviiot-"in aarde�to apprvve&belf4ir"V of the The Conatter tot SW Ifiline m4i"from t"(2)led Prior-eel 1 polin"of W rent Rev.attack a I. Ml vaeves(I 1/2"sind aamtler) , 3. Lowv+j fastio-d or hotaiso hw*by Ove Coeta-tae"w*mq be"W"Poo"it w"k we C. Ton"wimury Ud"tiara: Titer Canatror4or dur" qVily for mid pay oN am incut v ad br INN A. boie!wff"v�-PkvwnovmtkOtto,de"*wdisiolit,toLviftoiti Var*9vm%#.",dPWNsrsi1, attita-0r. paarkxt anditte orim-A at d"and oftke W--mm"mm'!perro- N a. 140%*vegsWlbcal25lbSWI'bmmwvoh-t%%ithdiieo* anad9orelshoN - WMK-I,Ytmltiti,. me% tmwsw, *k-m-pfpeoc satedgesurequipt bylitiantlorthic building corm-Te. sidewalk edges, mad irw-m--riii,-ris. itbc.. ow location of dw "in--s*,"by the City. . ar"oMo0ir-d by the Arreric"Jloird Cornmirtre go Hooficultu.c. Exce"for Aarnet covered � Pk'W,ttlrkm"w-,-h4tLatd)--ttido(Ow Odatypirrvvddoelode�ttw + be cquirT--od wi,th a staink-ss mod hwxftr. I. The it i igot;or"wt si #0 be eaao"rea*04 to wittier supply . , p"s'lefeestortionst; (JO)titryl kliltr eorronr", ofdarprr�m. Teenprire�wkice a0hr-Mbeownd4mo withibeCityrado0w k4loving items b. Dail%alves shattl bc Nibco I-593-70-6f,or attalmoved eqool. laaidicroe4 on the Drerwimjla� , op"itf-4ors fin ilbe jiiiki site, lhemin�the"frHiqW cuittom or the rw--s-r)r is rbfl�,wr.d "_1f_.11hort or-�"--�as-MM-mmint vrow on wolt"Wo �with the i , � � I I - I .1 C. All Bell val"shall be irivInflivall per tictail 4. AM sl"h*%m harrOth 200OR be so pssa"�Worulw to flolo1he gaigalre Worse 000@1 ON!" smirl�ts-r-am"M lat W.W-e-vad ' ' � o A. Cormectiort to"I­0;ftg WOW fifta. 11, Rctilirrt WcAUt Owe VstvL(2'orid lwpr) 2. Commirionst~.beassadr at the splawmi rasov%vo ilor0m)dot it astiftDrow,loge . dooIr"*ed 9"the Drewings D. Stiriney,Refe it Pre Point,taW flevvOonar. The Conlawfoa Is re"im Rliale for so-kh4iii,*9 B. coad"W*-plowl shat"be.7 nn W He .typw fw verfarly ond stage to "Wrad, hearlithy, 9. At lorrm--i--in ortawt0i-'-;�W puriod tall plont lootif�I dofl be H%4%hopVVY, h. Connection to exisliftr cleorical 100voel, . A. Retifiriat WedV Gate valves Om4 be cimy orAft and eatulMse vii6 a 2" The Cori?ry�"is nfs,ri.Hil le 11br sriiw,chr,�, _ m-d by sartleol 9K-evifteNtions. foarvirys.Pcftn-m-priii"ts mW ek-votiemst recloired by him.aid diown an Pilot"for pitioam vigoft,w,five from"dim,fist,insect ite9b.orlibeir eggs,sod shelf have pKel"V.rormw wA--rtPL,--4,r,Aft"ormP!­i,ry bv&-xvph",o-�,iftetwnbemplp"e&Mbr� c. Gw Valves operating ftw. I S. VA,J�OW CrO.CP-11i aelft ��i wW be so per*amp,%1� e 9 WerlRe 144111 90 11111111 aftwirit!"of ark etiritt-W.4ifin. root sy irl ,well-l"Ming their cor"'P,".",bu.vrolo*epe4mofb6mtromboum, Pliffft loas*tit14-(-yoCWi,,+�-%r bef,irr firwl sm-e-ofv6vtk will be"de Anar"s * j. Rot"ortiviAter,wer-ow,hors fatimen"ki.rnex. iw a"Pooling). h. R4cvittc'niWedCrOmevahv-qOmHbrMo,403RT-lt**'wvMo,,Iie SyWam C. Ekvtrk-0 Sol": Gosh keife, opertrio M dr4r larlism,e. shell w be pntmtd am armime.amO in w cew. siholl tre"be topped, she It be nor 1h,valre-,NW five of*To&, e. Sprinkler control valves. L or spirevral egool. E. Taeft: Dig Ce"trawtiv is velmin INk for ON ierm;wariwy wariffic boariers mod detests MRgii I f. Rout ing of comml wiri"t sasil locirtim"of a"splice bosses. C. AN Restli-,w%%'edge(ink vah-es shall be Wv"*A por dritail. I. 13ject'velal corrieffimpri for OW Ord dl mile mmic arm"Itilihis slawbeffarialelooketfilaw. a. Toolimillearlsviviallom IIIIi"W": by Man for the ve""rortion of Or prr�gcl L All tarprr-ray to offir boo i ir i or�e 4k*xww tholl! C. Trees and *sttl shall be poph am a pecogwired ovismy in asocoa4miste vAth good S, Quick coof,di%vwlveq. G. Quick Coaroint Valves: PO4W%)or oowy-tfi�*as wgli-�on she Dire—in-,I. assollmis in oll comfit iro"feal-ired b)the City or jo-�rmi ng st"Ji-miiies borticiefhWe prairiie" amid O" be OF the 9bV " caliper ovir"el4v Sop-cipfral wit% the , � It. 3*vk��q kW f0twe Co..k,III tiong 1. Quick coutifing, Valves*01 latrioc a hem.two-pioct body depill tod 1;3,r wertiog 1. Tlar Coattim to i shrif wq*@M dw plow 1*0 of ow City Of lkisrsfilm Cstegal"I in . . % conviii met li-M sper i rict?OP plow Remevet of so top,hrK-is,wirscm owk"and"From i. OtherreltitedeTli,-rop as dir-led by**City o(Roft+oe Cvronwmgas� Pre"k"N of I 50 P.S.1. 2. 43"mils�Seprea sheMbe modat or der splepsiviomeft!see 11sol )d*wm antillitar Drowliew. WT"0 k**42 hev"in 00 o 0 or e or testing. , r', r1ofertive Mad OTMWINVII W"A: 811 PIRM miltria!PrOhit+cd until the arrrm-10 4111K Lamw4­fFr,e Archittmor City, 2. Qui�t,�our+nj­&1vc AW be operel.k widt a quick coorher key. Key wad ty . (>a,or harilore ow doe of*W ARM nmw observoo"OL the Contractor#A,ff diartiver tw o1w .par 114C ciantractt'r is sref""s"*fle-m1nor rhp,vrt or-j-W"tum,the eom+tl-_1"3 Test so prept.,0 11""antalirri Hit"t,oil Pet I tarr of 190pastaspols pars"som look stal D. AN Pilots!inevepis deliveietf to the site showing 94"ofdai uillit ftM* *a!:Ist as shown'tm the Dra,vingt 2. AN work whkl isek trimliat by knarme0rim to bedek-tif in 111rotasto! o0iii it ordelikki irt my of .etre or is Wsaoialk-;ft - - ____ , -7 - "AN corrected wjJ cirmri+-ted serpim to the City or Rm-*,Coarmrw�nLa Defivem of dw 11. Sockl1low llrari-twion(,ruts. 3.01 INSTALLATION painve wia"i& 011W mr4'k-m, grow plate"One Nie-4-vtk�,",shar,beret 1.4i orm-mvd�&P,0 rop!!Wod by die its Sbe 10 MrY 000 the'mew ol"Ithe Ist-ling PW-in"eco,rit mW will be rel0sted st sepirm will nim relieve the Comr1riet,Or she re9r­K;+i6t% O,f firmi4rhing KT+W Cowrw,4�st his m"expe,�, m a minmff accir--nHe to the L"dv,-", e Arctirilom. and City. * Conervettie's arx,of I m. irAirmntion shm nim�v he wriit%�.d tmrn The prints. A. . lahste7 Towirl ofp a rl­� I WP'P'MPM 1*0 Ott"Priem to if P111""llf 11 oft&olvoilie � I. &wANvrw pircyconi"m wait sholl be of sire and qvir indic on 6e it I;rN T-"CNNI OPA1,01 volves. C, ftga Kfbgo-Sholl be�stoled Or,111he Plan, Canistai"er statet(I-gonsat.5-irtilm,sod I S. ker Clwimts: dralikinjq, In,osilleac+11owriieven! vitift in scenrelitrice with the Drawi"o. 1. Dig&artarlsas sargi waill r&rFjw Pipe,tsitiNisiativi ly ami bontiai oftersellf. L41V p* 1.06 laftape"iemm: gailkin)slitill have liceii rem! in con"friers for 6I loost orie(1)yew,but am ever two(2) As4mi4q dwivi"r shotl be oppr­ved 6 date City of Rianellao,Cuesin"T, lwf�is 2. Wye,9"ae am borkiflow rot vernior w"ift WWI herve v brony.-vd wile ove-d bey willh . Its W eve" gre4e. TVarrr41M3 oncemVicv- SW lIgNow, 16'roto WACrited on des, 3. AN*An upi poved spew"be wased usidirr%.Arsorlic previnreof 130 Pasamads; TW CierAmmitot it" samoge fw inNiecilen by notifyiing dw Lase0wope Ardsitret Cky mW ycvrs� . . 60 me-+ Aw-­H Kfft� mod sfwtfl be aintitair ta�Dailey#I OOB or atprir(i,ved emirml. Ditto inv,q onef aes atoiird� Pam asitmfe ineb offel Proven wrtmislir,prior to povins. coo roller chart%we PreTt,-d. . piremil evrfxr*ies�24 boom prior to time ofir-spe-tim.onless o0wrwi_"nstrtl. latqriio�r mr *A r. sate*hrom-5"bm,+*"0o"%r"too FAWK lisie in WIN W Pei"Alt pmvi 11111P be as li�str<l below,NA not nw-t-tvarily in this order. Ordy the kar-tt-n pen&ir,ing to the prl*m , 2. Provide'for a anittia"em"of wrn!7 (114)woleirs sever he @10 irrign"m Nanag 4. Soartaist Ppa$r"l in lip"for not Isigi tbaan Six(6)h"M. If kfft dripoto,�olelove outw irt�ite m ry!�I ore arr"wed in od4Varcc by**Cky.070 We anodic M so WWMMI" . P",We cmile cootrot r ch"for efich cotwofle setnie"ce. 3. AN poerst ft invi"hoe piping bmwotei the point o(con me! onal*e bockft,ow iRal n0w if,k*, Paving or hiro-Ir WW of Work witl apply: to elbe City. Ex"for atiot^mwet variet,iiins,ON&";iwe pit"rtwr I Wit ftil conform to prevenwr sha"Ibe iswoled as required by,Inept code. The Contrae-W shall verty . " jall"MO M"*0 WrAil qw-gym"of in" w & thereqvimmiemi!of these sr, -I'",i ons CITIY 11ar chart ititoll*oiw the seen cont...llvd Iry the itrormoic co"Irt4vi arid"N be the wirh Ow local governing body as to material.type and 4wAt,tJrM,ir,n prorr�i prior ROVlo or-i"r DESCRIPTION OF REVISION DATE APPROVED ' - ). lairt"kielloreenhol.M.F1 vfvoiraas,�"isnilves voiralwoN preavaie samoy N"" 3. AN hy0oaamit or"OvA btww*#+ip*r ww"arel"diar Graverail Coma-ttiriiii,monal I nisiximitimm. nwhich she covitrvfhm�door will afkm to~orce"rvelion, sutimil shor drowing for arm,Oval, Diatin Lim-i o"d Caslc�h Begin - G. now Wj_AV(ff,vM-Pbrm am opprow opr ID be reatte,ve 111reont lift infroedwety Wad - _ - I - of dww(1)iwh"or larger in allamt-ter. *e Clity of lkv-�4" Cvetirr,rip,-A Me pipt #01 be kwA411--d until it litria basto kAGA+,". jrm4"*ftpnrsrm coverarA95vietatioperf'"MR111rast). ' obitet vt ,Owed,mod M"_-%-%,9?in,^Th4q. rep$-,"d with suitahle plismirts 7%e City rew i vqiR dac right to reject emire lots of plion" 'rhe chMA is at)he a redweid drmwin of the nepw I insmOW.,%etc m. I lowvver.in dw I� Check voly" 4. provide for a ani himiat ofoillooem(M)Ineltais cove tv gN prepw tire wprqy orm of Soil Prer-_V! OW Finish Gavoling. repmrsenti-J by defccte,l sormles, CITY OF RANCHO CUCAMONGA everit the,crintrolltir wqticm�c is"legiW when the drawing is ritdieced.it diall be plow Mia!v riAl(*+vn,A rAw e v,tent). CfAMCd h1a JjJC Jhat�'A itl be F.FKj,jhje WtWn reldtKird. I, %%*gc,%eckvaalvra2'sgeIsrua"c she"be206 Po"PidW.O.G.beentsiat co"o-tartion 1"&rdO"kW(2%*)i11elP0 ortermor 6. Faiiiohnovom.�SmwptwVoWoNoOw*oequ�l,ipev. 114611"I"i Coati Hl�r tit"c-vition(of aximn?.felit 11 of hlw.wmq in,st 0 elite Its)-7 D"s. . It. 94ske a"Irem as Pier detrAl im,W410001Y IfVef 1111111nVi to Ple 10CV1 willid do!1"Vc wk,%rel4rcentile comrme"wo-,neorrem.or rubk-r disc saad 9W meet w rit",ed Firial Intarig!k,in(sf�rr me-,­_--t,-e period)-7" Fimleral Kjicctfkat,�"W*'-V-.5 I D,Close A,Type IV. S. Prot We for a mirplepinip oftwelve(12)itarl" for ON am-pte"eirar WWI. 7. V)%V"Owlfigvihiqi*voemisvoqt,!el! .Paeilkn" 3mvirogttemirihepetafriefor I ' . The ch-wif shall he s Mork line or teltviiine on4id"&W a diffemm oelom slisall be . this City Or1kWX*0,Cur"�, an*Irl�, if the ww-r covem-ge for phan,ig me rag atop"o"***sire,age a floor o-tait w iirin itab"rite a nite uft the Loashwo.re Awhilive tand Cirf 1. Planat tirm Owasiewbe lots! im*"orr"Wcf-"Wmvfkwrfmishfmd"emftm MASTERPIECE BY wwj to mtti�cw the am orcovemc h2ir each station. 6. Prei-We bra wilivitanotativaitimefeiglai4aiiii (IlIrliptheplibrollemil aaairtr% istatiet'.Nof WA*d,qrm�.r. Fttr,.v'tO-Mtlwfm-m,-I,Itmwpc�.-�141%lvrkrm..irvdio gantionhon,d amW o"mw am Woo 7 eolriofl- dw�s prk,r to instp"Ption of satid IowTts of gro""d - 2. Asifi-A-Vin valivet"he of%eery dety Virgin PVC coff"ruetio"Whit F.I.P.*M*d a io+"��-.-"of seven(7)dr."prior to ex bq4"-;nt work Cover to Iravidr lor dsri ongti wjo�r%M-of tem. AM plowing holes shell be excrivateA" Wm cortirrivit"I erial ol,moted,the chartmitall be he Pre! vorialt bemomemtix" itaki*tie owW. Internet la"shell be staWess sletl aW menj -m Anli-dreir vwhv earreva sany b%mtrr,,­iep calfwn".-P,", Our,to irlmlotioi *"dit Drawirip,of Marve MASTERCRAFT HOMES '00 Mils � 7. ariller to Chy 9ter"b"4 120"Twm+ wow olthil City o"M asaw-ii f4lible to *w syslt laos hoon wIFAMy Wow-fr"td a W,r­4 on fir Dr&v4nV wt",p it i 1.17 0ow"Wit : *rwied on spirror,riate drteils� rite%%orritislic,WWII picet N*a minimum' *,vlt%,AeMw-"-Skoe�i-wdm%v"k"5to4OfiwofhW. Aniti-alminve"w beflic koft. obvior-Oy bnw,A,q+�. ,.w1ithemA beirri,pte*�H to the avirool of the City of zl�z � . sterilt 6ciiimilci to the Vok""ADV"*r&pp"-e,d cqtml. CWf"-'-j, TWF*0 sbaill be atpriv-,-06%�4 Its 01_r my riermo tow e, is plr�. A. mom Mearew AN Wage,drobf.rienwo exam bvd^v platim"am le"000 be goo"it W 4.03 WAwrOi air pip: TRACT 13527 . Thew chm"shaill he cornph-wil owl opprv%vd Mor to the final"obserestio"of P. anew". I that irrigatkin sysittrit. J. co"rol wwing 1. Upo" asa-14mie of easilt plia-ser of wort, dw volve yviei� " be tanated and hem drite of knol wev.,Viiriae� oflawemjso co"Onrfior IN peciodiii 0 folk�wg 3OR at"penOmpeniq*mN be os ree,emnimpOod I"&e Agrotomoic"lls if"" . RRIGATK)N AND PLANTNG SPECFICATK)NS on sod klairti-mm"M-tv %: 1. r.-U-Cml"nr4eooflk.miw.cow.oetii(m lat"Ve"*eott"Iti,41k coot!vNeig at"aldw 1. 11helpenel4o.1"Nolicbm4twe asissilopro"K41ratitearp"O"I T*"Vh" adju"edforferetwWpe-n-viefir" . Tre"24.box&kgrw I yew I clirmirit;.vwrziJ. viafvc-s*Wt be wwdir with direct burial cortrr�.r wire AWG-L).r.6W do"i beeaPctftMYVW�0"t-,'v4f%*#ef$tlt*vP4 owlemial &pprr,ve6fbrbor*.."ivW Trees I 5 1w,a tormler I yew 4.04 Trives StAres: . vr*, 0'e"rol veirintg i""r."01 in cemor-.4 iiiiiift cordii,it within sinrtum~W anpalar eel it t0 nj Vf earth,lioffrm,Wn*y cby,mw%t of O*Wf orTw"ved"am! !11 five from 3.07 MAWT IlAMCE Shimul" AN sims IN&Vs DATE:.7-1, X2 fi' - Pasr,ome mW ilicliverto the City*r0A"e%oCvenmwimp,%4A+"$a"calepslaa dwIt priar karr stmit of wo* or swim . basrwf*4 *0 be 1"'fr­i�01� Gor"r".r"o in I Tree slatlarial *Alt be IDW POW Pkv Win shilk" Sw War 310111 OftH On Phaso ftr Milan UAL W"d___W.rf street lo S ft diert*4V QqrrA 110 11Mn r 114 110"M 1 1_b'n Soil in ptr­-'r!tC New A. Tlereatili9rillif,1411.*?tikll &%Obeww%r&Psmftk-lw$kop@pr#*",IweprfWo(wvn(7) * - I , with AV,Ki-'I'W sailk!trjr_­r witt. Pilo(wireq shell be a difVtmw.color wire for etch � Geft-WI Cove. 120 it" lia,"",ing inif'o,�r stifimm4ov contftv'ket Common wir""be whitt,with a dincrtrit color stripe for CITY ENGINEER Z��� Ata k) ci(imr". inft a 0141111 ol ,two hard-euver, theec ring lr�cororii-minG aw w4wilm Plont 120 dat" itak"Ift"ML . RCE NO 249§q- ­­ � 0W_+r1li wim cr­4 W o0,r­-m".- rp-m4".witsmat dips,W-+.rn orese,Issural at sow &r Prior ID INTY O-Aiftl . - twit w,wti"ic cortt-oliv. I*Pmtl Wt &cciwd-,,ncc with valve naiai",rf-ltmils sterfem Wft-_4­fK-* , LArwr(w1d) 120 4" Emil__n""DD0yMI&N0_W7XXW nAhm Dt SIGN R D IL kid"shett whko tassier Cortrisewl averne jadolites ,as"wile,h, is oarmbe. wo-irklor-l"MV,owircchorl lm*ecaqr**Nwir-cgipebqcie"*ppn#14. 1111. 'nw Ciw of ftrw+ku CurfawmAngs ore-vim t1he 9W to atai it or*vw"Ow or to iit i larr!"d. Lv%"(11ced) 120 do"ft"Am of lei 0 Iia LANTEX C7 Y��Al &W W"lil"tach irit"ItH etfuil,mr, &"d material kem incIve"*p"" 2. Wking"occtnl*w9wftve"thir4**Xbt�et!.Vm askvn0sessmarrowtow 2. A fivat gras Rallia awlair"O lavoHN wIN be b0loilly ploort!on oN Kates. 16 6*r* 5.01 ScoIV of Wwt: B.H. LANDSCAPE AKHTECTURE/PLAWM40 P /7� SWSOA.-eVq'e$*fM?-'.F.'.$VfeikKWI.ef",W'�!L- i-ft. Ovenamiraoss begin oflarr dar pr*w tarevislaiiam by City onal at dw ood o(Ver 1814* __ - - I 31726 RANCRO VIM ROAD, STE 206 - 110111ri vapri N,of I",V %""wtterever Pe's-iblit. aw"w lorter 01th-tamr-Mlir C/O Wa%in also wflif be per vrfev�-r!i"dite ioW liawknol, 3.0 CLL4N4)P soolilimmm perW Lasittli-vapat Corrtrw-,m. *M pti0l,"and pilent all anit!misli whic how dw SHEEI b. cotaii Wd Parts owvs on avm annte�-;01 WW to"if"" is"itatalt I pre%0 op asat"fliell 00"1,0 mew 04 PMONOF am work stiffilaisay rw astaill ilml6roo to itapip" DRAWN S, JJAN CAMISTRANO. CA. $2675 1 . trwii &V WW atw.statee 011fir",0 W com MA w"N"5 dr", 60M IV---i'Vint wri"�-_I-oreki llrosa C*1% I I D EIA WK"l this Cft""Aci. 3. FjaaO^ftofW#jrrhaffW0bePfjj,,jj!, ool�risaftjapp ON Strorrati cover&M NeA-r-.,-plri��ot th-m a".0-_0 mamt"Orty k0i-tl,or delim,--d in 11se "��N HE . Wlim"I'vt am am(1)wire is PIAMI in a tivis: .the wirin alle be"Ve wrow . _P.t I of*W C*of Rootft@ cita"aihinN lacts"idefossaakportliristelfaaam*Peru Imil Kept"oratlareft"Artelva"Isessip"I ,:).ri. (949) 248-10f93 C. Gwrantee sat"e""W. .1. C_­Rr 6orn 0*she,fm w"llite 00 rim-AW,sho"k b1---V­f at war#,rd&n--%,WO r".almmit'-'r 91W*--4r-i­_4" AeL;ar,4-,r­eAjr"c,e(amC0y. t(diese amark-rul is W KJA-vO said pip-t-d wf4-.%m die$41111y weeffirmir", C ZW� ---f;CZ L-11 or 14 0 witerywk(if A fliter(I 5)(virt- p@AW,Ckywt�-- wro"�%'V*",,4ptw.l,i wirhwwarrm�-nevwch;��OwLm4 11 Collrt�fllar Q�X . __ __ --_. -,---- ,(049) 493-0706 . 111. ComrMc orwratiRs arw amV;1"m"Wi iftsalw-0 Go op wastor eq to rA.I ios. OW WeA Of ssh__1 WW"be rarg'"I 4 to ilit for".W e0n#`it�WL E c . 4. If owle I me to eaeavat,00 anibeetles"940owmats in Isipe. so O"Wob-l" botalL ON fxp?!�!,-!�, ini 3.42 &010;a:Phan. CHECKED DRAVANG NO. 6 In nOtiem W dit obe,var arwritif-ve neii if it!oce warm"00, permidii loat Chy-s 4. Aptx,emi ewi$Wbtpw'WWw*,im*me(3)kVoftwhwim*mo"l$O P ( � 4 04 ,4 RLA NO 2403 F.vrv"-#"ico,l"beoftwf'i%-.i--�.kngltiowvhvr*"t(t",( at eorh electric irlm plit I i or 0*0-f ow�,-, T age wt,., Y,dat eworp-r slie 001111119 IM 1.09 FlIKAL WM.01", VA"M 10VOR TO ACCErTANCE. 0. Cop*tVM,q",Mo" hat: Twevat"p-Irim"roapmoss-so o"Itills''Airosalose-l"fer 13.H. 1836-L fasg's ft'P',O pirl'Or Pr�! W*ier"-L_*i`('j"for fflftfl,'�eq'!', It' owf she,wirvklo�In -.--,Ip.rpt.woo-4 a"-W the Clay. Faireir,tial, istalAseat"do: Pwo;&bm*ffwPk-wrm*Oal"temavoceto,lood-rgmy.mdo( ,__,_.-OAT E 4 42 Ch 6 2 �� - . ­ . . � .ggr:irol valve.sto" in ow of Permit,the virlyt lao,"r anity lat bwi&SO&t gaaqtv�,r 04 oN W dr-t-_+�, IN a pp+,-,I of ono)W-&O.-*,-of&W-6,-. - of lawit- - , _,,,, , '', �* I I - - , - *,�,__ f , I , I'll ..... 1---Z_­r7� -­ ,- r . I - ' r A.- rft Corp-emp*0!ol,i-!it ri or+rtO"� Wt ib etiA 1n7 111or i1ir Cky of Rr-%e Ciagetip the K-"-arid var+,�or,-"on rl?-� ___ � I � 1! - � - I 11 , - , - I aaarfO�iv1,qhi­,!t&*-vr-"ftt die o",rel wires. Co"'of ixv-ShAl be law loet. v . - I 1 CAMBRIDGE 1 & 11 CAMBRIDGE I & 11 SOS APPLICATIONS LUMINAIRE ORpPtIG GViDE UL i CSA Listed ,N,,, ;; ty ,,,�,,, rrt7f1�11,=� Planned communities, parks, walkways, , Mode! CEI- snap size (EPA- 1.6) CEiI-large size (EPA- 2.9) � an.3 ws1 fbfi sbe eels sire Lt4. , # s` parking areas, stairs,entrances, residen- . . ti WB „ _4- a_ Mounting PM C41t"' ��!T►ON PCTRt^AL b'ft�YE: AND iF !t �!'TICxN COt�iTROLLERR PEDESTAL. 10' lasos-111• 3e 2s s n t / �1 �.,1s et tial streets, marinas, school campuses __ _ _ :: Mode _� - , t -� _i + - ,. r �. r1• r n 10' laso.511 60 16 36 29 5 11 kx, 1 „a t, :. 5 06 f flit ,�7no-glare i < t ' STBO,.� _ OX El�^{.O� ,I` kn( t, ,_, •1� n f 1 , t Nf). . S/12DV CITY STANDARD and other t a � :• 12' t2 SQS 1!t 29 2' 1S 12 1 n M, s` , z15 101 :y , _.,,,•- �.,..,- �_ ,,,,` ,,.� 1 12 SG5 S 5 33 .25 20 5 � 11 !.Its 122 wOtSTRL►GTit}N rA t:P' < - -�CONSTRUCTION rG Tv S �,. ,. S f;: ,_ ;:� ,. ��. tl � t/sGt/t1• 23 � 1� ttS 115 ---- ^ - - :.....:-. -.;. E....:_.. ,_. fir. =. ._+ / S S ,S41_ Housing One piece die-cast alu _ , � � u � t so.407 31s 2,s r 7 '>xt5 , ts6 --- - 1/' 14 SOS 51 t•' 3R 29 5 2 j1 -_ ! • r) .1� ,tlr,t f,� 1 PF;{JTO minum housing with soft ratios corners. _:k - ___ _1__ s 6 s s11 t_ t4xts 13E ALTERNATE TWO 120V CffQCUITS ---r { t -- P :' _ r' Wall Bf Ck 16_ -�1 165G�41 19 5 14 . 1QS 5 4 1 '4x,5 t 116 z • °' C 100-2 PAN€1. GE! L Lens door is also cast aluminum with soft _. Pole Mount a a et ___ __ __ , _ ___-�__.. _. rf. T9 LENT fIXTLIRE$, v A. 4- _a 16' t6SG51^] 295 2 5416 : 12 / 7 1,x15 176 (7L radius corners.Lens is a clear tempered, t _ __ -----�^+---- -- �1TQ. _ l AI.SF YtCE PEOE$TAL. _ r _ . Z 16 1650451 3. :23 5 7.5 t . , r1 1 , z '..__i_._ s_ s3 ._ s „ -'�---�- "'` - Lam / small size large al e � J5 s ._ ,r 16' 16 SOS 507- /1 35 5 2 2t 5: S 1 >/.x 15 214 .. . - -� 3 C.0. TQ f " , i impact resistant, glass held in place wrth Watts S100 5150 S250 5400 Mi75 M250 M400 5400 S1000 M400 M1000 5 LEC UTILITY sealant and retaining ceps.A continuous : ,e j ,6so44n- ,6 s 1's s s e 4__._11 _} _.'sx3n_ 117 } gasket seals the door assembly to the Reflector III-asymmetric IV-forward throw VS-symmetric square 19 16 six 407- �25 s+1e r 13.s l 10 si 4 7 4 �,z�n } lot i housing. _Mufti-tap - 1 -- 11 5 IWO- 1 - IRRiG _ r t g Se Isms.sin•' /2 5 7 23.5 16 - 1T 1x - 275 _F� a Mounting - An f3XtriJCf@Cl aluminum Voltage 120 208 240 277 347 480 MT t -1._ � s 1 _. u 20 2050-411 135 9.5 65 1.6 1 ii 'r.xJC i7J CON TR. _ I I arm, using four bops, is provided for rigid t f Options PC- photoelectric cell 120-277v, up to 400w SF-single fuse _ }_ _- - .- _ !"-- ---- `� L �J PR- hobo race aCie fess Ceti DF-douNe fuse 20 2asot sti: 73.5 i 116 ��s 6s _� �_ s _ t� _._. ..-. I• attachment of kr Nnaire to pole. P Pt ( ) y s 1st r x� q SPARE 1' STUB-OUfi Of3ticai Assemblffas - Specular apo VG -polycarbonate vandal guard CS-house side cutoff shield �,s�s�z -��s 5 -2 - STUB-O'UT' T 20 1s.s - Y � s pr 20' 2aSOt607' 51 39 295 22 6 _ '.-.1 •x30^j 012 ; I zed aluminum reflectors Ovide r _ --- Colors for DBZ BGE RRN SGB WFfT FGP TBP RBP CNB LTG � -"--} 2ssos<„ • a s s_ � 3. 1 ,_s / � 11 1x36 square symmetrical (type V), forward Luminaire - a - -- -_l �� �, k -' .. -' r _ 25 26S0S�1• 115 10 65+ i.S / T 1x36 266d. GROUND WATER FAOTING throw (type IV) or narrow asymmetrical and Pole dark bronze beige rocket red bhO wme Brest green teat blue royal blue burnt* ale gray 4 -- !- :__+--1 __ _ { r i 25�� 2550,5!t i-'151x36 III lighting tterns. Refie.•tor is 25' 25•SOS•5o7•' 2s 1a 2 s a s -s 7 tired s2i ROD PIPING RE-BAR (type ) f►g Pa 16 Luminaire Mounting Lamp Type - -+ } - 1 , _� j___ t._ �_ mounted with hinges 8fld captive IOCkirlg a Ordering Model Mode waft ReW-Moi bbltetge options Color 2S I 25-SOS-525-136.51 26 19 i 11_i 5-1- 25- 1 1x36 437 p ; r ;4 3.i8 gt } p hs screws into housing for easy access to _ 25' 24s�so �i 39 s 2t 10 s X 15 6 1 7 1x36 la Exam le 30 3aso�loi• ; 65 45 25 1.5 1 7 1x36 313 3 ballast + ELECTRICAL Sf:RYICE PEDESTAL PER RANCItO:dJCM t3NGA CiIY STANDARDS /322 k 524, SHOWN i a.;1 >{ per, 8>i00 N f2 C.S. DBZ 30' X-WS5ii 75� s.si iso NR. __5-_ _�'_._1.._�x36 271 ON LANDSCAPE DRAWIN1^ SHEET L-10 Belfast Assembly --- Starting rated to E � --- ❑ a a o ❑ ❑ � 50,1-* . 1136 �1A. __ i _ 21.751 --�- s-l_ .ase. _. 30' 30505 50� 16 12 6 4 5 -20"F. Baccata for Metal Halide are con- 6 36 30 SOS-515' 22 16 13 i 5 2s 1x36 6J1 Y:1 !, ELECTRICAL SINGLE LI NE DIAGRAM Stant wattage autotransformer type. CEI PM,pole mount srrlafi �e Mt;asrmltxhk 120 PC:oltoMelecbk cell M;dark lxronte ; 3as4�B07• `130 20 Ballasts for High Pressure Sodium are CEiI std-V inn for 5100 5/00 N;to!vtaro ra► 2� 211v,up to R�Rk h 35' 3asJt s25 42 30 ±n 1s -6 ,25 1 i0ia 630 CEI S 51) 31000 Vs: aq g � 35 SOS 537-' 20.5 13 3 LS 6 7 1x36 536 constant wattage autotransformer type CE t �"""� �: 1 using an electronic starter. Ballasts are 4.88 A ate 10'inn s2S0 M400 277 PR photo rxrptaek SGB;Mack ----1-- 50�625 26 ie 1 1P� 7.5 6 ?S 14.x4D Effective Projected Area `J B 87 For cEu Saco e11000 qtr (rasa Feu) tArHT;wnfte a'�� /asos els 11 }ro.s i s s t s s 2S 1v,xk 735 _ mounted directty to die cast housing for we:wan bracket M17s neo sF:single nit �P;roren order, _ --L -i -- ; M250 IiRT:mUM tdp OF double lU5! TBP;hal Moe a reduced temperature and increased life. 1.6 __.. W50 VG,do ble tus ale RBP,royal Mtx1 'Lt1Nt tCtiRY'1tMt-il!<fil( J� s4' t fief 9r'AULOP'4 LKII-ITNO IMC. G040R fbA1.1Q CAf•tCxplttXl•POLE Ail ballasts are high power factor. _ _`" M40vandal act oat osr•ee rn 011AD MOL.MED AREA tee• 1 kite nIP6 POLE .Cgi. F^t- $t2�0- RI- 1+40• G!• A5IEXt9TWj guard CNB;burgundy b r ,•;;� 140 VALamps - Luminaires accommodate Cs:house side artafLTG:INe gray WIT14 er , 0, WOW OBL3dTif f. dMetal Haide and High Pressure Sodium . - U0( ' ,f Qwa�,Lto tawrt mogul base lamps. V F , .1 IONAL ' „1 ctSE•tiCover� .`, u1e+t► , .. > Lam holder - Mogul base glazed ---I i ILit,' POLE ORDFRtNC� nitrlAtis A AetENporcelain socket with spring loaded, nick- ! , 1 o e i 0L ALL L1G4tT Ftf RlFEa etialL +><o,�7fST/t4llD Cdf1RRt[lMflt All el sled ceptor contact and reinforced 4 �Ir Lj O Refer to PotesSmrkets Section for ordering information. rotr r _Q rtu EagnRr tla± cult kf.iltttCa� V LA-M. �L Catrl,a Fiii x x�T- !V 5 lamp grip screw shell. High Pressure --AND `�,p� Sodium sockets are pulse rated. sena h Fiji x x x4k L_2 & �,,," ♦iNEJ �RIfri� 18316-3-L IRrtlsh - Durable baked on polyester 10 ,n x x ... NOTE: SEE SHITS L paint finish is available in 10 standard _ _- _ __ colors. Other finishes are availlaMe. ( 5u•+r n.ni x x : t u THIS SET FOR LIGHT LOC�Ot -T_ x x x z x .� Cadaa n,ill T AMhrn x A 1 Arerla>r 3.18 21 Detroit x x x NOTE CONTACTOR TO CCRlIIATE ELECTRICAL P.O.C. x x - x x WITH IRRIGATION P.O.C. : - NeMa�1 x j x x NOTE: CE H ►ie►r+N , x x AR poles he"a prefinish,baked-on enamel paint finish to match the lumineire's color. lirpoh l N x x x Ordering information for base covers.receptacles...see page 16. Efifecrive ftlected Ams oMdc As pokes are furnished with anchor bolts end double ruts. 3C.I,N x x x N/R Not Recommended 2.9 X•Avatahie provided EPA Is not exceeded, SPECIFY COLOR AIOM MF IM( Z I �r nn. /� SPAUL DING POLE 1�tE`iGHT TO BE 107 i S "UL D1K1G r S�`AULD1 G (� (��(�H �((� U j�(�(� hiC� MCI a`�oi�C�� o�C�o L�ULJiJ ULU U��Jg UUV�o g - ' 1776 Oromw At",tllneb MOM.Ohb 1lTlPa ty19J blt�llflfi il1'F..f O 1.071 C4NTOVR?LOT � LTT1?1'RO 1.08 PLOT TEST fiLo4276•CATALM+r M-s7ata TM t1tI,4276,CATALOG# Fx-37o•1'Ii NUM(A PPV ORTINTA71ON• i Asn LAMP NW LUMC'OPJ1rN7A11ON: I km LANV: NlOtNYI M HFIC+H T: 10 0,RR ACKITT ARM UTC3Tfi. 1.0 -____-- MOUN'T1NO KR TOUT: 115,RRACIO~T ARM LE.N6'R{: i.0 t'•,[F: 1.00•LUM .6300,11]. UNITS: rC: t.t.F;ata,c.til+Oxs:b.�al,cu..vurts:Pc FMMscAts: t IN,-zo.ot•t• SCALE: i Il-2O.Orr FOOT CANDLE GERTIt-1CATION NOTE: ELECTRICAL SYSTEM DESIGNER CERTIFIES GENERAL LIGHTING NOTES - THAT ALL WALK AREAS ARE ILLUMINATED t TO 0.5 FOOT CANDLES AT GROUND LEVEL. 1. ALL LIGHTING FIXTURES AND ELECTRICAL INSTALLATION SHALL BE IN !CONFORMANCE WITH THE NATIONAL ELECTRICAL CODES AND LOCAL + I 60.00-- fi /� C ! -- . 0,80- ____L-� ELE ICAL byti IL � 1V GOVERNMENT AGENCY. i CARL DAAM,, ON - ELITE EL CTRICAL 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO f BLE FOR ALL DAMAGES INCURRED. i STATE LtM F NO. 418242 CONSTRUCTION AND SHALL BE HELD LIA O � � I � - � + - t 1 �. 3. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT UNIFORM BUILDING .__..��� � -`-` I -^•- +--- I CODES, PERMIT REQUIREMENTS AND STATE HEALTH AND SAFETY I ! • I I r REQUIREMENTS. + + CARL DA ON DATE �' FINISHED STRUCTURE. e7. 4. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE S S e ALL BRACING, TEMPORARY SUPPORTS, SHORING, ETC. IS THE SOLE •D ���-•�'� -� •.� � ''�-- -' I7 `�� r - � � � ~ � '"��"�•�"`"'-� �� �� � � �� -�• � � � 1 RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION O VISITS TO THE JOB SITE It BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE INSPECTION OFri - rL? ---- I----( CONSTRUCTION METHODS AND FOR SAFETY CONDITIONS AT THE WORKSITE. ... -0O.00 -40.00 0.00 A 40.00 60.00 1 THESE VISITS SHALL NOT BE CONSTRUED AS CONTINOUS AND DETAILED -60.00 -40.00E ' 0 0. 40,00 60.00 J i INSPECTIONS. y ( A , i �•1` _-Ir ' �`--,_ - I DESCRIPTION OF REVISION DATE cmr SCHEMATICALLY FOR LOCATIONS AND , ~-- _ 5. ALL ELECTRICAL FIXTURES ARE SHOWN SC QUANTITIES REQUIRED. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. INSTALL PER MANUFACTURER'S SPECIFICATIONS. ' I I CITY OF RANCHO C U CAM 0 N GA I I { ► i MASTERPIECE BY MASTERCRAFT HOMES 1 I !! I TRACT-13527 i LG-ffNG LETA.LS �' ..,.. -�•- i APPROVED BY: DATE: CITY ENGINEER RCE: 24953 �a�co NY: Regio A,20o B-1,00 �.so D".2s 5-0.20 B.H. Underground Service Alert rePrta' A-100 0-1,00 C-0.so Diki E-Q.Io LANTEX 31726 RANCHO MEJO ROAD SUITE 206 Coil: TOLL FREE t>r11111tv-114 S•H• SAN JUAN CAMTRANO, CA. 92675 14 1-800 r - (949) 248-1993 FAX (949) 493-07013 L-� OF 422-4133 CHEMMart t>re. RLA NO 3403 M M11WNG DAPS BEFORE VW ac B.H. aTE 1836-L GENERAL REQUIREMENTS 1.0 Wank performed shall comply with the following: 1. These General Requirements unless otherwise noted an plana or specifications. 2. Uniform Building Code, 1997 3. All applicable Local, State and Federal Codes, Ordinances. Laws. Regulations and Protective Covenants governing the site of work. 4. Standard Specifications of ASTM as noted herein are required by the Building Code or U.B.C. 1957. 2.0 In case of conflict, the more stringent requirement shall govern. 3.0 On site Verifleation of all dimensions and conditions shall be the 1- (4) ANCHOR BOLTS responsibility of the contractor and sub--controctors. Noted dimensions take precedent over scale of drawings. 2- DRYPACK 4.0 Engineer or architect of record Is to be notified immediately by 3- LAMPER PROOF the contractor should any question arise pertaining the working drawings BASE COVER and/or specifications. 4- EXISTING WALKWAY 5.0 No deviations from these requirements and structural details shall be made without the written approval of Gouvis Engineering- Approval S- f3 TiES X 12" O.C. by the inspector does not constitute authority to deviate from plans or specifications. 6- (4) #5 VERTICAL REBAR 6.0 The design, adequacy, and safety of erection brocing, shoring, temporary supports, etc.. is the sole responsibTty of the contractor, and has not 7- LIGHTING POLE PER MANUF. been considered by the architect or Engineer. The contractor MAX. HT. 10'-0" is responsible for the stability of the structure prior to the application of all shear wells, roof and floor diaphragms, and finish materials. The contractor shall provide the necessary bracing to provide stobility prior to the application of the aforementioned materials. Observation visits to the site by the architect or structural engineer shall not imply the assumption of any responsibility in this regard 7 The builder has requested. contracted with and is compensating Gouvis Engineering Colifomio for the limited services of providing the minimum structural engineering drawings required, when combined with the other builders consultants drawings, to obtain a building permit for this project. These drawings ore not intended to. nor do they, detoil all conditions, identify all materials, or define or limit the scope of work required to complete the project. The builder has requested, accepts. and represents 1 ® 3 that he will select alt materials and manufactures, qualify and select oil subcontractors and installers, direct all ways and means of contruction, 2 4 and provide all additional information, above and beyond these drawings, �li I required to complete the project in conformance with all governing agencies and the work will meet or exceed accepted industry standards. FtTtl 7.0 Special inspection per Sec. 1701.5 of the U.B.C, is required as follows- 7.1 All structural welding, including welding of reinforcing steel z 3" and welding of steel decking. GEAR 7.2 Installation and tightening operations for all high-strength 5 friction bolting (A325F). F CONDUIT AS 7.3 Installation and tightening operations for all high-strength �t REQUIRED anchor bolts. ' 7.4 During the taking of test specimens and placing of oil reinforced 6 concrete, with the exception Of foundation concrete when the structural design strength is no greater than f•c-2500 PSI. d '' .. 7.5 During the placement of all masonry indicated on the drawings as having "special inspection". 7.6 During driving and testing of piles and construction of cost-in-ploce drilled piles 18" or caissons. ROUkCD 8.0 1997 UBC: Design assure" flexible diophrogrrr, soils geology, sons characteristics, redundancy factor. height to width ratio of 2: 11 for all plywood shear walls has been considered. REINFORCED CONCRETE q- 2 1.0 GENERAL `�" j ( �Q"� 1.1 AN reinforced concrete materials and construction shots conform C'ASE0 AT -�f EJAS COURT 1 to Chapter 19. U.B.C. 2.0 MATERIALS Z.1 Cement shall conform to U.B.C. 1903.2 of U.8.0 and shall correspond to that on which the selection of concrete proportions were based. �+ Soeooi Pole Embedment in Soil page 1 22 Concrete aggregates shall conform to U.B.C. 1903.3.3 2.3 Use type Y cement for concrete in contact with soil containing sulfate. D6SGCiRtiOr1 (min. fc -4500 psi, 28 days) 2.4 Reinforcing steel shoN conform to ASTM A615. Grade 40 General Information for sizes /3 and f4 and grade 60 for sizes /5 and larger 3.0 STRENGTH ' T Allow Passive 250.00 pci Applied Loads... Max Passive 1,500.00 psf Point Load 20,00 lbs 3.1 Concrete shall be proportioned to provide a minimum compressive Load duration factor 1.330 distance from base 10.000 R strength. re, equal to 2500 PSI (28 days), unless noted otherwise. Pole is Found 4.0 All reinforcing, dowefs, holdowns, and other inserts Diameter 18.000 in Distributed Load 13.00 Wft shall be secured in position and approved by the loco) building No Surface Restraint distance to top 10.000 ft offical prior to the pouring of any concrete_ distance to bottom 0.000 n CONCRETE MASONRY Summary 1.0 GENERAL Moments Surface... All concrete masonry materiats and construction shall be in Point load 200.00 ft-* Total Moment 850.00 ft-# accordance with Chapter 21, U.B.C. Distributed load 650.00 Total Lateral 150.00 lbs 2.0 MATERIALS Without Surface Restraint... With Surface Restraint... AN materials making up finished concrete masonry construction shall conform to standards required by Sec. 2102. U.B.C. Required Depth 2.642 ft Req'd Depth 0.000 ft 2.1 Mortar shall be type M or S as applicable and shall be pro- Press Q 1/3 Embed... Pressure @ Base... portioned per Table 21-A, U.B.C.and in conformance with Actual 295.56 psf Actual 0.00 psf ASTM C270, mortar for unit mosonry_ Alloweble 292.87 psf Allowable 0.00 psf 2.2 Grout shall have ingredients proportioned per Table No. 21-8. Surface Restraint Force 0.00 lbs U.B.C.ond in conformonce with ASTM C476 grout for masonry and shall attain o minimum compression strength at 28 days of 2000 PSI or the required compressive strength of the concrete masonry units, whichever is greater. 2.3 Concrete masonry units for load bearing systems may be , concrete brick as specified by ASTM C55, Specificotions GOUVIS ENGINEERING-STRUCT- (7�'.Al..,=ENG]NEER for Concrete Building Brick. Grade N concrete bricks are for use as architectural veneer and facing limits in exterior wolls. ,t Grade S concrete bricks ore for general use where moderate l; 216 strength and resistonce to frost action and moisture penetration •I Lxn 31/05 is required_ 3.0 STRENGTH 3.1 The specified compressive strength of masonry. fm, shoo be _= 1500 PSI, unless noted otherwise. If higher fm is noted, it SAEED BAKAM - C3 DATE shall be verified by prism tests and required in section 2105. 3.2 Reinforcing shoo have a specified yield strength, fy, of 60,000 G11 Y PLAN CHECK COMMENT S PSI. unless noted otherwise. 4.0 SPECIAL INSPECTION For concrete mosonry construction which is noted as requiring special inspection per drawings, such inspection shall be carried °T`" out in accordance with U.B.C. Section 1701.5. Concrete DESCRIPTION OF REVISION DATE APPROVED masonry construction which require special inspection also is required to have masonry prism testing prior to and during CITY OF RANCHO CUCAMONGA construction as described n Section 2105. FOUNDATION MASTERPIECE BY 1.o SOILS MASTERCRAFT HOMES Foundation engineering hos been predicated an data and I TRACT 13527 recommendations contained in sols report by SOILS SOUTHWEST, INC_ LIGHT POLE BASE DETAIL REPORT NO. 48022-F , dote 03/03/00 This report is considered port of calculations and construction APPROVED BY : DATE; Underground Service Alert CITY ENc1NEEa Rcr No t)., documents and is to be adhered to in all of its recommendations ' and requirements Verifyminimum foundation th, width, reinforcingDE5' RECO" " steel and additional expansive soil requirements valid soils repoRM. GOUVIS CA «OkN1A Coll: TOLL FREE ENGINEERING and 4 they ore any more restrictive, then they shall supersede the DR><r� 4400 GA!✓P6* DRIVE sKEFT Gouvis Engineering minimums. NORTH 1-800 L-13 13 ng g L.D. NF►^�'ORT BEACH GA a�bbl� 422-4133 NFWORT BEACH . fa.agl 152-612 F2.0 Soil engineer should reveiw and Wove all retaining walls prior to construction. CWCKED DRAWNG NO. TMq■ORKtNO OAK BErORf YOU OIG R M. DATE ROE wo K)��C 7L 'r JDee 20i"iii or- :ivT F- 5 J Zc, 5 0O � 1 � BENCHMARK NO. 148-B F� P - �• �Q' ,`G I 0.5% STANDARD BRASS DISK IN THE NW -- Q CORNER OF A 4' BY 8' DROP-IN- ' /4PI, TEJAS � �. COURT BOX FOR DRAINAGE CULVERT AT A l�VT °O I THE NE CORNER OF HIGHLAND 5t mm !?') DIA. STD PIPE T`rP ___._ ` N 59 53» M 1 p�• �i�'�j� G AVENUE AND EPWANDA AVENUE 66' ( ) SEE NOTE 3 - a --._ _. __. 80* ' 7• w ,` NORTH OF THE C/L OF HIGHLAND j SEF CAP OETAIL 52 mm t6 76.9'- 3 AND 24' EAST OF THE C/L OF Ilb ' I - - ETIWANDA ELEVATION: 1432.612 1 1 V' f J � I �� // i SLIP J0NNTS II I w ��; I RAIL PARALIFt. TO TOP Or WALI. (TYP.�I II _� ..p ° LMD AREA 3 U LMD AREA _. L i 73 �r �n 60.00 �f 29.44 f l (2", DIA sTD p:I�c_ _ �ii I 0 _J CV f ! I W LOT 10 11' /' OP OF NON-SHRINK CROCT- I.. SLOPE TO DRAIN EXPAN!1ON ,� I O 10' 1' BW 33' 6' THEME WALL 5' S' L *A`` !1 REMOVABLE HA 2 _ r �' JOIN T_ !; p W V `-No OF --I +-`s2 mm i6'1 -- �+- z v c� �° HANDRAIL I 5.3 aD 1 1' 22' U 1✓r�rE 9.3' r 2?9 mm (9"1 WIN i Z I _� \` L, I a s O "� 3 FOR MAINTENANCE N wrest 1 ► __:_ - �__ <- 2 = z 27.3 3 ' ACCESS FG ' �� f 6' THEME WALL I 6.7' 2% _A ; z _ FL °� N 27:3 -� . . _ - I I / ' PRI✓ >� VARIES I w �`'�OQ�t. 31 �76 mm �'�MIN pIA. f1., tet- I H FG I I z E b ,E r T'O N A.-A lom LAJ �° D Q 6' MAX. A2-8 CURB & GUTTER E I- E T Yo c q _._ -- -__ _ af v _ I j �Vi d p I ' TEJAS 5' S 6' > N NI n D t Q 28.0 rOs '� N I I I FLAN=2 ' RET. WALL COURT 2% 3 ' EX. C&G v -2 RET. W T iv� Q FL/HP I r- 6.5 II I FAD= PAD rrx ` E NOTE 3 4 t I � 25.3 _ 0, G 28.2 I FF= WEEP HOLES L_ m 51 l' ,._(2,_) SIA. STD. PIPE_' ��' JOINTS:. J_ _ - - _ _ _ 24. �C9 5 FL - --L w I CF= 25.80 A2 r „ „ SECTION A2-A2 _ I >-SLIP c J 3 A2 SECTION A3-A3 __._._ , -- _ __ ._ _ ._.-- _--_____ _ _ - _ _ -� �� ARIE yAIESI I 24.4 CERVANTES PLACE In r - --cYp „ E 1 27.8 3.1 24. 4 3:1 U 3' li N.T.S. E FG Fl. 24.38 FL Max.) FG (n I 24.2 ' N.T.S. -- -- - 4R __��L__ 0 7 O PLAN= 1 R I FL ' LMD PARKW Y 76_mm 3" MIN. DIS, `� / 0 C O - 1 ' T-JP OF WALL li n 8. I 0. W ri ChD OF r ;. 1s? mm �6'} y i �9 20 7'-10"x6'-0" EL.VAULT EASEMENT B PAD= 29.( 1 ! 1 '`h�G ABBREVIATIONS 1 W1til I / �y ', fM ff FF= 29 _ 4i I _ __ -8.70 24.9 FS 24.8 LOT A 10 I _ II = r. FG 24.0 GF= 29.( I € o ` Ejo E : -Yap t CF TION �_ 1 24.3 FL 6'-6""x13'-6" EL.VAULT ' o BVC BEGIN VERTICAL CURVE H= HEIGHT OF RETAINING n� 8 27.5 ' FL 21.76 ,4° V�R IES 24.5 FS 1 + 0) 1 BW BACK OF WALK HP HIGH POINT 3. I Z f f13 mm (1/2•) DIA 1 VARIES SW Max. FG 4 ' f ) EG EXISTING GROUND INV INVERT S-O, P!PE- I 3:1 ° `' I� 4 �SEf r�oTE.� I Max. 5 0 26.6 EP EDGE OF PAVEMENT LP LOW POINT 27.6 -"-I 29 '" 4 I 00 `P G I FL EVC END VERTICAL CURVE MVC MIDDLE VERTICAL CURVE CAP- ,D 1 9 ; Tya LtO v'' C _ -. -�_ I o ,1 2 �, 21 .6FG FF FINISH FLOOR PAD PAD ELEVATION 64 mr-. (2--1/2') I \ j `n 26.2FG Max. 2 CL. TEL. MANHOLE DIAL STv PIPE � , Z ( ) , , _ , c1 , 1 FG FINISH GRADE TB TOP OF AC BERM OR 51 mm (Y) " I sl mm 2" DIA. mrt: /8 , �° RIM EL= 21.5 6 THEME WAL DIS,. EXTRA '�j n STD PIPE j n I I� /� 21 .6FG S RONG PIPE ` Y 6 4 1 1 26.8FG 23. FL FLOW LINE TC TOP OF CURB �hFO . . . � . . - - - - - - - - E AIN 60.00' - O W 5.0' FS FINISH SURFACE TD TOP OF DR NON- SH INv T i j _ _�T_ I I � �.� - _ 19.3FL S' S 6 - - - - - - •,9 I I � ; GRADE BREAK TF TOP OF FOOTING ° 18.95FL �� ; GB R W / 18.3FL N/ 17.95FL l"c° WAIL ° GF GARAGE FINISH FLOOR 3 1 T J A S �� TG TOP OF GRATE _ I I i_r,r; 1.9.0 21 .1 A R R TW TOP OF WALL END OF z E i ST : DRAIN:: COURT l I _ 6' TUBULAR 6' TUBULAR LOT 18 1 wAIt- 3'" 76 mm 3' o� LOT 19 4 E ; I MIN. DIA. ^� SECTION ^-- C 8 7 2 0+9 3.cJ 7 ?� A 3 STEEL FENCE� 60' O STEEL FENCE 1' BENCH E -- 22.56 I VARIES• FL FL VARIES' E'A - _ '� N 1 0 � 11. 1� �° 3'MIN. 1' 2'-14.5' 28.17'-56.67' 2'-14' 1' 3'MIN. ELEVATION �O. �� ,. ,.,�' �� k� TC �`l� .`G PAD 2�0% � PASEO LOT A 2% �� PAD 00 V Dr� ry TYPE C �°3eJG Q), �I ti°` �J _._�._. _ _._ - 22 �0 I I IC9 ! ' 4' MAX. RET. r 4' MAX. RET. 100.0' V.C. POR. 100' V.C. TC c0 LO I I �✓�rE PRIvfrtF I AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER L - - - - - - - - - - I HANDRAILS SEWER�� S T4NDARD PLAN j / !y`� ,� �! I HARD-LINED LEGEND I METAL HAND RAILINGS "'E'k'e - - �,1 ! - - �� G II SWALE SECTION "C-C" 1 I 606 1 WATER FIBER OPTIC g/� W �/ 22 6 12 SD ESMT. N.T.S. USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION St+FE� , v' EX. CL W U 3 SIDEWALK RAMP r WILSON AVENUE U E e EMENT �-- PROPOSED CL Bw O. 4y, FG 0 a- IRON FENCE 6 WROUGHT ❑ STORM DRAIN GRATE I ! 5.0 I STORM DRAIN SEE NOTE 3 457 mm MIN NOTE: 18" SD LINE I h�' LOT 11 22.0 4 0 W PAD 2% MIN 0 EASEMENT CCWD SHALL BE PRESENT DURING THE GRADING �._ - LMD AREA -�-- � FL/HP 1 ,1, I I Z 6' MAX. 33, w - C/L CENTERLINE ii PROCESS AND ANY FOUNDATION CONSTRUCTION - I Q RET. WALL e RETAINING WALL I FOR WALLS ADJACENT TO THEIR EASEMENT 152 mm TYP I I I I �>t v�+ 10' 11' 22' THEME WALL SEE NOTE 3 6 ' i'I (LOT A ) I 1' BENCH ►F j N i w 1' TO 3' RET. �.. EXISTING WALL E; I `I _ I l T29 I i I I 1 TO 3' RET. U TOP OF SLOPE*UNLESS 5� 6'_ SHOWN 'I 3:1 SLOPEEX. CdcG `2:1 SLOPE RATIO •57 mm MIN I I i LI - - - - - 10.0, j MAX. 2% -g Ii - / _ DRAINAGE PIPE IN FILTER --� -� - _ _ TOE OF SLOPE OTHERWISE BACK OF SIDEWALK _ i c I .4 .�Y F., SOCK W/GRAVEL. TAKE L_� DIRECTION OF FLOW / � Al /,I� i -'ARKM'4r Kc-� a PLAN= 3R PIPE OUT TO CURB FACE u / /. E^ �' w- 4 I.1 L "Al -Al " SS EXISTING GROUND CONTOUR 1 PAD= 22.4 I SECTION AlA1 1/ �� '• n'0 k.: �;:ar FF= 22.90 I rn ( I 1 EXTRA DEPTH FOOTING CERVANTES PLACE ,---' NOTE:. I { GF= 22.40 I N.T.S. / _ % I DRAINAGE SWALE J - _u , / STAIRWAY SPACINGS AND DETAILS ------- -- v / m SHOULL' BE COMPATIBLE WITH - �e � i I DRAINAGE PIPE r ----- - -I / ( -2 STANDARD PLAN 640 E I ( M , j r _ J / I I �O �, i 1 .0 INDICATES DEPTH OF ADDITIONAL u' ro 3• L M : l't_ L'E f L1 N .A. P. 4 � �Q G i + � S 18 w._ :2 L _►L_. aI. al var:1-F_ 6.0' MAX. RET. � � FOOTING 0 TYPE A ','t'E C t I ` I A _ 'PA:-F f.1TS A', n, _ i -- �e �a� --,►.cue E -cM�•��, ,,,E 21 .3 i I F '- FL ,VlFIL WROUGHT IRON FENCE - 21.0 FS _ HANDRAIL INSTALLATION ON STAIRWAYS a -- }`-4 20.5FG �^ X I i' - a :- THEME WALL W/WIF a� �r,rl �I - - - - RIGHT OF WAY LINE 20.4TG ,' 127 mm 5- CONCRETE SWALE BROOKS PRDDUCTS INC �h 76 Tm (3 ) 6 mm (t/t') DRIVE - ON STEEL 3:1 I END CA`' LOT 18 i a- _ a 1 BENCH PASEO LOT A 2'-14' , FL VARIES' DESCRIPTION of REVISION DATE APPROVED I o CONSTRUCTION NOTES �� SMIN. I � 2z zx zox PAD I W a CITY of RANCHO CUCAMONGA a O CONSTRUCT 6" CONCRETE SIDEWALK PER CITY STD. 103 4' MO. EX. RET.WALL _ 4 - �`� _ _ _ - ✓o►re - O2 INSTALL METAL HAND RAILING PER APWA TYPE A I WITH A 3" WHEEL GUIDE, DETAIL HEREON. EL. VAULT PAD GRADING FOR Z 25 mm(1-jam- DIM. VARIES O CONSTRUCT 6" WIDE CONCRETE MOW STRIP PER CITY STD. 534. WILSON AVENUE 18* 0- CONC. SWALE LMD AREA ALONG CERVANTES PLACE 0- SLIP JOINT DETAIL CAP DETAIL FOR RAIL END 4 INSTALL TUBULAR STEEL FENCE PER CITY STD. 608 - - 10' WIDE AND LOT "A" (PASEO) z O SIDEWALK W O5 CONSTRUCT 18" WIDE CONCRETE HARD-LINED SWALE - - _ - TRACT N0. 13527 > MOTES: SECTION B B o TYPE 6 INSTALL BROOKS NO. 1212 CATCH BASIN AND GRATE, DETAIL HEREON. N.T.S. E 8 OR TYPE C SHALL BE USED WHERE ADJACENT GRADE i5 MORE THAN 762 mm (2'-6") BEI-OW LANDING O APPROVED BY: � DATE. c� �O ?/" a OR SIDEWALK FINISHED SURFACE 2. aROvtOf SLIP JOINTS AT STAIRWAY EXPANSION JOINTS AND AT EVERY 7.31 m (24 FEET) ON CENTER MAXIMUM, O CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. 107-A CITY ENGINEER �,�� ����� �/f ��(� RCE: 24953 3. MAXIMUM SPACING OF POST SHALL- BE 2.44 m (8 FEET) ON STRAIGHT ALIGNMENT 1.63 m (6 FEET) ON CURVED ALIGNMENT NOMAS / DESIGN ✓ REC MENDED p� ` MADOLE 8t ASSOCIATES, INC. _, LESS THAN 9.14 m (30 FEET) RADIUS. SPACING SHAD_ 8E UNIFORM BETWEEN CHANGES IN ALIGNLIENT O INSTALL 4" P.V.C., SCH 40, DRAIN PIPE. F � � MJG CONSULTING CIVIL ENGINEERS J ly NO. 62153 N � AND LAND PLANNERS Exp: 9-30-05 DRAWN 10601 CHURCH STREET, SUITE 107 SHEET AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER n n RANCHO CUCAMONGA CA 91730 s-ANOARo I. rtc�rklr_, METAL HAND RAILINGS 606 - 1 sq ciV1\- ��� MJG (909) 948-1311 L- 14 of 14 SNEE T 2^F 2 I TF�CAL�`T CHECKED RCE No 62183 DRAWING N0. M MJGzF. 0 3 1836 DATE FILE No Y PROJECT SHEET NO. J:1685-1422\grading\LMD.dwg, 04/28/2003 08:12:53 AM, Cc