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HomeMy WebLinkAbout1876-L DEVELOPER LANDSCAPE ARCHITFCTURAL PLANS KB HOME 801 CORPORATE CENTER DRIVE, SUITE 201 16116 TRACT POMONA, CA 91768-2641 PHONE (909) 802-1100 FAX (909) 802-1111 LANDSCAPE MAINTENANCE DISTRICT NO . 7 CONTACT: JARY COCKROFT EAST AVE. & BANYAN ST. VICINITY MAP GENERAL NOTES SHEET INDEX L-1 TITLE SHEET L-2 CONSTRUCTION PLAN c _ L-3CONSTRUCTION PLAN GENERAL NOTES: L-4 CONSTRUCTION DETAILS I. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING L-5 IRRIGATION PLAN AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION CRITERIA:1ti L-6 IRRIGATION PLAN -e .• OF THE LANDSCAPE ARCHITECT AND THE CITY. BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB 2• AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY AREAS-8'WIDE X 6'DEEP CONCRETE HEADERS L-7 IRRIGATION DETAILS ENGINEER PRIOR TO COMMENCING ANY WORK. BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE -MAINTE- 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY BETWEEN CffY-MAINTAINED G.CRAND ANY PRIVATE-MAINTE- L-8 v PLANTING PLAN l STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR NANCE-6'WIDE X 6"DEEP CONCRETE HEADERS — PLANTING PLAN PUBLIC WORKS CONSTRUCTION. BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE- L 6"WIDE X 6'DEEP CONCRETE HEADERS _ 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR L 10 PLANTING DETAILS WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC 13. MEANDERING SIDEWALK LAYOUT,WHERE SHOWN,IS CONCEPTUAL L-1 1 IRRIGATION SPEC I F I CAT i O N S • - - -�r } LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE t �r LAW. MADE IN THE FIELD,AD ADJUSTED AS NECESSARY TO MEET FIELD L-1 2 PLANTING SPECIFICATIONS _ Cr CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR • DR _ 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION AND PROJECT PLANNER,PRIOR TO FINAL CONSTRUCTION. taw- WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE Q V "r ALERT AT 1-800-422-4133 TWO WORKING DAYS PRIOR TO 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE 4 B t, {ZUA CONSTRUCTION. FOLLOWING CRITERIA: IWOW __., I 6. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. ...:..—_--•�-�-- ""' I REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR,AND ALL PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC �� RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS,AS DETERMINED BY THE 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED CITY INSPECTOR. WITHIN THE R.O.W.UNLESS DETAILED CONSTRUCTION AND ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND AC PROJECT LOCATION STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ACCEPTANCE BY THE ENGINEERING DIVISION. } ENGINEER. PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT _ Y PLANS ONLY. + " = 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2'WIDE _ T OWING ES SHALL HAVE A 15. PROVIDED FOR YOUR CONVENIENCE ARE THE ROLL FLAT AREA AT THE TOP OF SLOPE,AND ALL SLOPES ' ['j A ;-` F` � F 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. w; C*i ANDER C (J l'* �: '_ T F A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST. (818)969-7911 r J 9. UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT PERIOD JAMES FREI o �'' �CeI =•..f SHALL COMMENCE,AND UPON WRITTEN VERIFICATION FROM THE s n -+' *� ' ="""ate INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED,AN B. GENERAL TELEPHONE (800)483-3000 - ADEQUATE MAINTENANCE PERIOD(TYPICALLY 180 DAYS SHALL N.T.S. (n ) COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER C. SOUTHERN CALIFORNIA GAS COMPANY (800)427-2200 VERIFICATION OF LEAF-OUT,FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH,AND WITH CITY COUNCIL ACCEPTANCE OF D. CUCAMONGA COUNTY WATER DISTRICT (909)967-2591 MAINTENANCE REP N IBILITY MAP THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, 9641 SAN BERNARDINO ROAD CONSULTANTS WEEDING,IRRIGATION, PRUNING, RAISING TREE ROOT BALLS RANCHO CUCAMONGA,CA 91730 WHICH SETTLE BELOW GRADE,FERTILIZING,AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP E. METROPOLITAN WATER DISTRICT (909)593-7474 MAINTENANCE ALSO INCLUDES ALL REPAIRS,REPLACEMENT, CML ENGINEER CLEANING,AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION F. COMCAST (909)983-9895 LANDSCAPE MADOLE & ASSOCIATES, INC SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, DUPONT ST. SUITE O7 REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE (PORTION OF RED HILL) A ARCHITECTURE 10601 CHURCH STREET, CITY. ONTARIO,CA 91762 RANCHO CUCAMONGA, CA 91730 J 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED G. MARKS CABLEVISION (800)566-2757 SITE PLANNING 909) 948-1311 -- — -- BANYAN ST.ti= - - = PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. FOOTHILL BLVD.11120 CONTACT: RON MAESTAS ""�"" RECOMMENDATION. RANCHO CUCAMONGA,CA 91730 -- ��- 10621 Church Street 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE H. SOUTHERN CALIFORNIA EDISON COMPANY (800)655-4555 Suite 106 ' • • • DIRECTION OF A CALSENSE REPRESENTATIVE,PHONE NUMBER 7951 REDWOOD AVE. Rancho Cucamonga • • • . 760-438-0525. FONTANA,CA 92336 CA 91730 SEE SHEETS L-2, L-5, & L-8 � � - � � ) 484-2BOO Fa09(909) 484-2802 � t 1 Richard Krumwiede - LOT 'A' 8 • CA Lic. 42834 AZ Lic. It 29115 �-- t • t ' � ' � • . f z -�-,._- NV Lic. #k 446 LANDSCAPE QUANTITIES AC 04 vie - - - - - - - - - - - - - - - - - - J EAST AVENUE Inn SIDEI OTTY. SIM BANYAN STREET OTY. SM .♦ ' � �� 1` � - -BLUE GUM DR.—w TREES TREES x 0DESCRIPTION OF REVISION DATE APPROVED • w Koefreute0a bipirrnata Chinese Flame Tree 3 24"Box Lagem#oemia indica'Muskogee' Lavender Crape Myrtle 28 24"Bo Q G*ra parviffora Austmfian Willow 20 15 gallon _ CITY of RANCHO CUCAMONGA- IN% t Q Lagerstroemia irxiica Muskogee' Lavender Crape Myrtle 3 24"Box It ..i TRACT 16116 — - t Eucalyptus sideroxylon'Rosea' Red Ironbark 23 5 gallon O �• LANDSCAPE IMPROVEMENTS ' • 3�' t SHRUB AREA 10,975 SO.FT. SHRUB AREA 5136 SQ.FT. • , - 8 Z EAST AVE. & BANYAN ST. - - v t r ; COBBLESTONE AREA 8,528 SO.FT. COBBLESTONE AREA 466 SO.FT. ,.� ` t t CONCRETE CREDIT AREA(6"&i2"WIDE CREDIT) 720 SQ.FT. EQUESTRIAN TRAIL CREDIT AREA(8-CREDIT) 5856 SO.FT. H..� U TITLE SHEET ' t TOTAL AREA 35,104 SO.FT. 0.81 ACRES TOTAL AREA 13,988 SQ.R. 0.32 ACRES t • • ' - • --f; , ' `;� t ` ; Af APPROVED BY: DATE: V*D SC APt ,, i.�� t CITY ENGINEER ( RCE No.24953 '1''f-�.. — ``o�� *cmw� 91�1 , DESIGN ARCHITERRA C3ESIGN GROUP RE( ENDED s —r.r v1 LANDSCAPE ARCHITECTURE �F 4• .� SITE PLANNING 10621 CHURCH STREET, SUITE 106 J DRAWN RANCHO CUCAMONGA,CA 91730 SHEET SEE SHEETS L-3, L-6, & L-9 71-0a L-1 * KPF (909)484-2800 FAX: (909)484-2802 CP N.T.S. �A'r Date v��` CHECKED RLA No. 2834 DRAWIN NO. F 0 F C ON JA_ DATE 1/26/04 JOB No 0250-5 18?6- SHEET OF i i CONSTRUCTION LEGEND 19 20 21 22 1 SLUMP BLOCK PERIMETER WALL PER CIVIL ENGINEER'S WALL PLAN. REFER TO - - i - - _ _ _ --� - - - _ _ �- - - - - - -�-- - - O DETAIL I, SHEET L-4. 10 34'-0' ANYAN ST. 10 11 ' O 30" HIGH RIVER ROCK RAISED PLANTER WALL PER DETAIL A, SHEET L-4. Oip 3� I 48" PVC VINYL EQUESTRIAN FENCE PER CITY STANDARD DETAIL 1010-A. P.A. o P.A. m O REFER TO DETAIL B, SHEET L-4. u 7-0 s _ - - P.A. W (NEER' STREET EE CIVIL ENGINEER'S_ - - - - - - - -_ - _ _ -_ _ - - - _ -- _ SIDEWALK PER CITY STANDARD NO. 103 S 4a = - - R _ - NTRO _ - - - HORIZONTAL CO - - - - - - - - - - H RIZO - - - - - :.- �- - - - - - - - - IMPROVEMENT PLANS. SEE PLAN FOR REFERENCE TO O ....__...--_ - R.- SHEETL F-0' ;:• _ .:: TAIL .._ DE C ._ _ REFER T � - _ - RE O - ._�...: __.:. ^ rs.77�7 rj -i.- _..._. _.._.. _._ _. .w....._.♦ ._... _ i. ::-.-�� � �il� 1 i1i1 7777if. --�TTlfhlill77ilifiT177i7�'i -131_0'1Y77 - LL ._ _- , . P.A. aJili7T11�.)r1'T�'sif"I-21hlfy7hrf17Tflifi7777777'S .P777 1V i7012P Tf PAP-7 Ti)i Q LL �[_ 20'-0'i =_' �� M Q O HANDICAP ACCESS RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. --_ _ REFER TO DETAIL C, SHEET L-4. 11 , � W Z �. Q . 6 5 1 1 3 8 12 7 12 f 12 3 6 1 7 e z 6 EQUESTRIAN TRAIL PER CITY STANDARD NOs. 1002-A, 1006-A, B. REFER TO DETAILS D, E, L, & M, W ¢ �• J ` Z / . SHEET L-4. STABIILIZED DECOMPOSED GRANITE AVAILABLE THRU GAIL MATERIALS (909)279-1095. �� V 7 STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 00 1 N • e O DRAINAGE CATCH BASIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. W ' TURNING RADIUS NOTE: d - - - ' CIRCLES SHOWN DEMONSTRATE 28'OUTSIDE RADIUS w WITH 12' CLEAR TO INSIDE RADIUS. REFER TO DETAILS O FIRE HYDRANT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. LAND M, SHEET L-4. ' 1 o CURB AND GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 11 COBBLE PAVING PER CITY STANDARD DETAIL NO. 542. REFER TO DETAILS F & G, SHEET L-4. 12 6" CONCRETE MOWSTRIP PER CITY STANDARD DETAIL NO. 534. REFER TO DETAIL H, SHEET L-4. 13 STORM DRAIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. SEE CITY STANDARD DETAIL NO. 501. 14 CURBSIDE DRAINAGE OUTLET PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. SEE CITY STANDARD DETAIL NO. 107-B. ■ 15 STUCCO FINISH PERIMETER WALL PER CIVIL ENGINEER'S WALL PLAN. REFER TO DETAIL J, ■ SHEET L-4. ■ ■ 1s 2' SQ. RIVER ROCK PILASTER wl PRE-CAST FINIAL PER DETAIL K, SHEET L-4. 1 23 24 25 1■ R PER CITY TANDARD f- - - --} - - - - - -}- - - - - - -� - - co � 1AREA 7 DETAILDAASHEIN IPE FROM RAISED ET L-4. EE CIVIL ENGINEER'S STREETSMPROVEMEDNT PILAIN�S.107-A. REFER TO W ; 10 10 12 11 11 ■ 'J 0 ■ BANYAN ST. 40' TO B.C. ■ W O LIMITED ACCESS CURB PER CITY STANDARD DETAIL N0.105-C. SEE CIVIL ENGIINEER'S STREET m , ■ W 1s IMPROVEMENT PLANS. QIF _ W ■ p q Q }LeL. � .X �' �� ' , � 19 PLQAUNS TRIAN TRAIL ACCESS DRIVEWAY APRON PER CIVIL ENGINEER'S STREET IMPROVEMENT P.A. W = ■ W N ktt i 20 IN WALL PER CIVIL ENGINEERS WALL PLAN. - _ RETAINING l TYP. 21DRIVEWAY APRON PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. i 1i i7h li )777i7ii lilT17-ilifi7777i7h/��ililif777i7i7�77'li�hli y 1'i7i7777► 3h1777"i�i�i i �}h �Q aIII M mW10 9 ■ W 6 1 3 12 12 7 ■ z _ ■ J WALKWAY FOLLOW THE SIDEWALK LAYOUT AS INDICATED ON THE PLANS ■ = AS CLOSELY AS POSSIBLE. WHERE DIMENSIONS ARE NOT INDICATED, OR FOR Q ; C) ADDITIONAL INFORMATION AND CITY STANDARD DETAILS, REFER TO CIVIL ENGINEER'S Q STREET IMPROVEMENT PLANS. FOR SIDEWALK ALIGNMENT APPROVAL IN THE FIELD, ■ < CONTACT THE CITY INSPECTOR'S OFFICE AT(909) 477-2740. ■ e � ■ I I PE LEGEND ■ LINETY ■ ■ - - - R/W AND PROPERTY LINE CONSTRUCTION NOTES - - - - - - EASEMENT ---------- CONCRETE MOWSTRIP 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT STUCCO FINISH PERIMETER WALL UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE 2' RIVER ROCK RISED PLATER WALL CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. SLUMP BLOCK PERIMETER WALL 2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING FORPVC EQUESTRIAN FENCE LOCATION OF WALLS AND FENCES SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS. 3. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN. - STREET CENTER LINE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. T UCT TOS SAID UTILITIES.C ONTRACTOR TI OSR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE ANDREPSHEET KEY MAP 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. CONTR. MAY ALSO REFER TO PLANS PREPARED BY JFI INC. FOR ADDITIONAL SLEEVE LOCATION RAWM ST. INFORMATION. - 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. i� ---- _ DESCRIPTION OF REVISION DATE APPROVED 7. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND • CITY of RANCHO CUCAMONGA- 8. SHARP TRANSITIONS. N.T.S. ALL CURVILINEAR WALKS,CURBS,MOWSTRIPS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE TRACT 16116 APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. - - - - - - - - - - -BLUE GUM DR ' LANDSCAPE IMPROVEMENTS 9. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS,THE DESIGN ELEVATION / 1 SHALL TAKE PRECEDENCE. �- EAST AVE. & BANYAN ST. 10. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TY P. T__ I ' 11. FOR CONCRETE INFORMATION REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION t _ ' C O N ST R U CT I O N PLAN (GREEN BOOK: 2000 EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO SECTIONS 4, 201, 303 AND 400 AS SCALE. 1 - 20 WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION, PRE AND POST INSTALLATION OF CONCRETE WORK, �- � � L -`"� APPROVED BY: DATE:4 � o� Underground Service Alert MATERIALS, LABOR, AND CLEAN-UP.f4 *0 sc A pF E N . CITY ENGINEER " RC o 24 o y a� Umw�&'9cy DESIGN v ARCHITERRA DE IGN GROUP RE C DED Call: TOLL FREE PLAN CROSS REFERENCES � � 3p KPF LANDSCAPE SITE PLANNING TURF el 10621 CHURCH STREET, SUITE 106 DRAWN RANCHO CUCAMONGA,CA 91730 SHEET 1 -800 FOR NOTES AND LEGENDS, SEE THIS SHEET 731,04 * HH (909)484-2800 FAX: (909)484-2802 L-2 "" FOR DETAILS, SEE SHEET L-4 I_ �o¢ 422-4133 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-5 � Date CHECKED RLA No. 2834 DRAWING NO. FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-8 rF OF CAME JAF DATE 1/26/04 JOB No 0250-19 JB7li-L- TWO WORKING DAYS BEFORE YOU DIG SHEET OF i a - V1 LIEF CONSTRUCTION LEGEND MATCHLINE 'DD' - SEE BELOW E 1 SLUMP BLOCK PERIMETER WALL PER CIVIL ENGINEERS WALL PLAN. REFER TO N1 7 t �_� � .. �. O DETAIL I, SHEET L-4. --� ' P.A PA. b 2O 30" HIGH RIVER ROCK RAISED PLANTER WALL PER DETAIL A, SHEET L-4. W NBLUE GUM DR. 48" PVC VINYL EQUESTRIAN FENCE PER CITY STANDARD DETAIL 1010-A. _ 's• b t O REFER TO DETAIL B, SHEET L-4. 12 266 9 W �— : - T`(P• 10 MATCHL!_NE 'EE' - SEE BELOW LEFT 4 SIDEWALK PER CITY STANDARD NO. 103. SEE CIVIL ENGINEER'S STREET W " BANYAN ST. 1.,. �' �' i � ' O IMPROVEMENT PLANS. SEE PLAN FOR REFERENCE TO HORIZONTAL CONTROL. (n I P.A - 5 I REFER TO DETAIL C, SHEET L-4. 11 3 12 15 t o . : . . . P.A. m ' !`v o 45 a 13 5 HANDICAP ACCESS RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. m REFER TO DETAIL C, SHEET L-4. ZI 4 TYP l �aA I P. o a 6 EQUESTRIAN TRAIL PER CITY STANDARD NOs. 1002-A, 1006-A, B. REFER TO DETAILS D, E, L, & M, J _:_j:-T ti P.A. O SHEET L-4. STABIILIZED DECOMPOSED GRANITE AVAILABLE THRU GAIL MATERIALS (909)279-1095. P.A. 2 P.A. E.C.R. ' I O STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 18 t y 15 P. N ~ O DRAINAGE CATCH BASIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. E.C.R. P.A. 12 p q O FIRE HYDRANT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 6 `tP PA. I 10 ' _= O CURB AND GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. yX P.A TYP. ' �, 1�o" 16 , I 2 5'-0 11 COBBLE PAVING PER CITY STANDARD DETAIL NO. 542. REFER TO DETAILS F & G, SHEET L-4. 15 TY W ' r-0« 17 48 PA 4 a- 100 I 12 6" CONCRETE MOWSTRIP PER CITY STANDARD DETAIL NO. 534. REFER TO DETAIL H, SHEET L-4. TYR : : TYR Q PA. N s 7 10 13 STORM DRAIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. SEE CITY a - - P.A. O STANDARD DETAIL NO. 501. 4 P.A. P.A. t 4 a 2 N Q I 14 CURBSIDE DRAINAGE OUTLET PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. SEE CITY W STANDARD DETAIL NO. 107 B. r 4 16 8 TY. ::M a s P.A. I 15 STUCCO FINISH PERIMETER WALL PER CIVIL ENGINEER'S WALL PLAN. REFER TO DETAIL J, N I ' O SHEET L-4. 17 17 _ - _ — a P.A. 16 2' SQ. RIVER ROCK PILASTER W/ PRE-CAST FINIAL PER DETAIL K, SHEET L-4. P.A. 7 P.A } 10 - 11 a I "' 17 AREA DRAIN PIPE FROM RAISED PLANTER PER CITY STANDARD DETAIL NO.107-A. REFER TO * i P.A. - - 10 DETAIL A, SHEET L-4. SEE CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. P.A 18 LIMITED ACCESS CURB PER CITY STANDARD DETAIL NO.105-C. SEE CIVIL ENGIINEER'S STREET g'-0• •_ O IMPROVEMENT PLANS. 12 TY ,. Q , P.A. t 16 P.A. 47 T-0P y PA. I 19 EQUESTRIAN TRAIL ACCESS DRIVEWAY APRON PER CIVIL ENGINEER'S STREET IMPROVEMENT P.A. t OD O PLANS. 10ORETAINING WALL PER CIVIL ENGINEER'S WALL PLAN. Q a Q 15 W PA. y 21 DRIVEWAY APRON PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. y t 11 4 a _ 1 PA 12 v J P.A 12 N 16 P.A. _ PA.' A. Q a WALKWAY LAYOUT NOTE: 2 CONTRACTORS SHALL FOLLOW THE SIDEWALK LAYOUT AS INDICATED ON THE PLANS W 4 I 15 _ AS CLOSELY AS POSSIBLE. WHERE DIMENSIONS ARE NOT INDICATED, OR FOR 10'.p• t I ADDITIONAL INFORMATION AND CITY STANDARD DETAILS, REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. FOR SIDEWALK ALIGNMENT APPROVAL IN THE FIELD, TMP' _ 17 ; 101-01 YP P.A. W #- CONTACT THE CITY INSPECTOR'S OFFICE AT(909) 477-2740. 14 16 : 12 16 - - - - - - 1 Q P.A. ,3 ' LINETYPE LEGEND _ P.A. � _._.. ,. . r.., s s. - P q t 1 _ r^ - - - L - - - - � CD • 0 Q : `-�--- - - --♦-°_ _ Typ W — - - — P.A. � � � � RNV AND PROPERTY LINE t 2 - - - - - - EASEMENT t 12 -. .:_ 19 ` ---------- CONCRETE MOWSTRIP 15 P.A. P.A. P.A. : - - r��.��� nn�. STUCCO FINISH PERIMETER WALL 46 P.A. --:- ,� 7.p• END O F PROJECT 2' RIVER ROCK RISED PLANTER WALL % t I 7 TYP. t 1 17 - SLUMP BLOCK PERIMETER WALL P.A 12 4 PVC EQUESTRIAN FENCE 18 7 a - STREET CENTER LINE PA y 15 a- cv P.A. ABOVE RIGHT HL P.A. - SHEET KEY MAP MAIC 8 - - 12 • P.A. }— (� I j DESCRIPTION OF REVISION 20 DATE APPROVED /00-04 _ _ NIS. ; -CITY of RANCHO CUCAMONGA- I = = - - - - - - ' TRACT 16116 ' LANDSCAPE IMPROVEMENTS 20 : . - . . - . . '� q T EAST AVE & BANYAN ST. 8 MATCHLINE 'EE' - SEE ABOVE RIGHT w ' = _ 1___ � _ SCALE: 1" - 20' CONSTRUCTION PLAN Underground Service Alert APPROVED BY: DATE: I �*p SC A pF CITY ENGINEER RCE No.2495 • Call: TOLL FREE o R yo ate. "mw 0 0 DESIGN ARCHITERRA DESIGN GROUP REC DED BLUE GUM DR. :N PLAN CROSS REFERENCES .� @ a� �I" KPF LANDSSTEPLANNING CTURE �'' �' 10621 CHURCH STREET, SUITE 106 1 -800 J DRAWN RANCHO CUCAMONGA,CA 91730 SHEET M� FOR NOTES AND LEGENDS, SEE SHEET L-2 ;oa * HH (909)484-2800 FAX: (909)484-2802 L-3 ewaf 15_e VA 422-4133 � � � �—� � � �' � �.�. � � � _ � � �.y FOR LORRFOR ILS, SEE ES OND NG SHEET RRIGATION PLAN, SEE SHEET L-s `�� 1 ^�7—0 �`! MATCHLINE DD - SEE ABOVE RIGHT •+r o� CHECKED RLA No. 2834 DRAWIN NO. TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-9 F OF: CALF JAI= DATE 1/26/04 JOB No 0250-5 L B 76 " SHEET OF I 1. VERTICAL GRADF: The following gradE shall be observed: LEGEND O.-SB optimum 108 maximum for distances over 500 feet. I. NATIVE LOCAL FIVER WASHED COBBLE- & CONCFETE FOOTING w/CONT.114 REBAR 3'-6'dila.ALL SIDES. COORDINATE DRAIN PIPE THROUGH FOOTiNGTO CURB. 1511 maximum for distances limited to Soo feet or Bas. 81-01 O.C. 208 maximum permitted only in extreme cases and for short distances under 100 feet, and only in cases where no vehicle 2. 15 X 6 x 16 CONC.PRECISION BLOCK-GROUT 7. RAISED PLANTER-TO BE FILLED WiTH CLEAN TOPSOIL access is to be expected. TYPICAL SECTION SOUR w/MASONRY CUPS 0 12'0/C, SEE SPECIFICATIONS. a"I>'M•''I•E�"^��¢� 2. CROSS SECTION: 2-4$ optimum, 68 maximum in approved location only. y/�/�� ���/�'•Y 5'X5'PVC POST s•rIR ./(wK� ,ous -..{1 3. i4 CONTINUOUS HORIZONTAL REBAR 8. 90 A COMP.SUBGRADE - 31DEN K 9Ef S C D--- 101-I I «„B 3. DRAINAGE: Where trail gradient exceeds 98, water bars, splash curbs or other (2 LOCATIONS) C S ( and a by Advisory commit tee. E�U�� RNIV ; diversionary devices may be required. Location of drainage devices to be reviewed 0' DEDICATION 9. CONCRETE PAVINGw/POLY FOAMS IX- "s approved the Trails Adviso 4. f4 VERTICAL REM A 24'D/C. EXPANSION JOINT AGAINST WALL C ERE STS SEE SID D.C.. ,o] yJ T'X6'PIPCRAIL � 4. SIDE SLOPE CITi'S and FILL: 2:1 maximum; 28 maximum between curb and trail. shru 5. FlMSH GRADE OF PLANTER 10.MAR-FLEX 500 WATERPROOFING OR EQUAL i Striations will l beecons considered On cover behind trail. Occasional slope variations will Fx considered on a case by case basis and will require approval DF•CORATI VE BLOCK WALL ,� \ LEGEND by y Eng PVC FENCE 11.4'dia.DRAINUNE w/1 C f.OF GRAVEL PER i EXP JT _ EXPANSION JOINT PER SIM. DWG. 101 \P I 5. SURFACING: Trail surface shall be stabilized decompt>s ed granite with 4 inch minimum hese. LF.-CONNECT TO DRAIN UNDER SIDE- MOUNTING BRACKET-/ �\ OPJ wF-GIN C o PLANE Jahr 15 Remove rocks and debris and grade surface smooth.Stabilized D.G.is available from -ONCRETE HEAD. BCR = BECM CURB RETURN Gail Mater ials(909)279-1095 or approved equivalent.This D.G.is the best found for areas WALK-DAYLIGHT 0 CURB FACE. � •,„ `• I ECR - ENO CURB RETURN prone to wind and washout and is derived from the crushing and screening of naturally DECOMPOSED GRANT FENCE POST CAP(FASTENED w/CLEAR OLLIE) SL - SCORE LINE friable granite.The blending of course sand with rock dust is not an equal product-The 8 12.FLTERFABRIC(SOCK)AROUND IJRAINi31PE. y 5/w PARKWAY ccles.Stabilizernite is ened organiclbinder shall berticle 3/8*incorporatedrwith granite fines byto ethenuseaofl R W� G P = PARKWAY WIDTH ■ R a pug mill(includes a weight belt feeder)to insure proper ratio of stabilizer to Granite SHOMna fines.Blending with the use of a bucket loader or similar is not acceptable. For foot tra- _ 'l�iF STREET FOR REFERENCE ONLY 3y 1Y°N DIMEN5K)NS ffic areas the stabilizer shall be blended at 10-12 lbs per ton of granite fines.For par- SEE CIVIL ENGINE ER'S PLAN 5'X5'PVC POST S/W = 4' MINIMUM FOR MORE INFORMATION ■ 4D aolw 5' MIN. ADJACENT TO WALLS king lots or roadways the stabilizer shall be incorporated at 12-14 lbs per of 3' r pathways ■ T�(1i PVC RAIL 6' WN. ADJACENT TO CURBS limited ew foot traffic, stabilized D.G. shall be placed to a placed depth of 3" compacted. pi_.ANPER AREA CURB AND QTl'f'ER For driveways or vehicular roadways, stabilized D.G. shall be placed to a minimum depth of ■J ■B ar os'Nr P, - 2.5' MIWAIUM FOR CURVILINEAR ONLY 4' compacted. For each 2' lift, evenly spread the material over the area,grade and smooth. Thoroughly water entire area to make sure the entire depth of the material is moist. Roll 5 6 1 RAILS SHALL BE MOUNTED p2 05' AIINIIvIl1M the area with 1000-3000 lbs. of weight. Prior to use allow the finished surface sufficient PLAN VIEW (REAR-ON PLANT WALL T time to dry.On the side to which the water drains, build up the compacted D.G.to a finished PLANTER CffLIW AREA ON TRAIL SIDE OF POSTS MAD pi surface of 1/4•-1/20 above the mow curb, in order to provide drainage of water over mow curb 6 C ■ r �2 = P, + S/W into adjacent planting area.6. CLEARANCE: All trees shall maintain a 10 foot minimum clearance- Adequate sightm ONCR'ETE HEADER ,,. distance to be maintained at all intersections and drive approaches. Fence line shall r�2 PVC FENCING NOTE: NOTES: end 10 feet back of the B.C.R. or E.C.R. in 20 foot easements. In smaller easements, ER STD.ND.534. T102(TIiANIUN DIOXIDE)IS A W INHIBITOR determination should be made case by case. Fence line shall end 5 feet back from io ~ TRAIL THAT MAKES THE PRODUCT LAST FOR EXP JT �' ALLWEAJOIED 1 EX E AMS NSIONSM&L JO USED x0114 ALL JdNTS.FJICEPT CXPANSION AOIMTS SHAEL the top of the •X" at drive approaches. Adequate access to vtilties should be maintained.11;6 >v FINISH GRADE 20YEARS. ■E vuCEO IN CURBODMER AND SIDEWALK AT Fence line shall end 2 feet to either side of fire hydrant and 1 foot to either side of _�•' H� 5 THE SCR AND ECR ANO AROUND UTILITY POLES any street light or utility pole. • • 3 LOCArFD■E SOEWAtK AREAS. b" CUR O 9 7. FLOOD and DRAINAGE CHA1WFL CROSSING: Where trail must cross existing or Y STREET pvc PENc•F PER STD. r71ac. lolo • - - B O (}W NQT6.' 4. CIMS AMO CUTTER gvtL ■E CONSTRICTED proposed drainage channels, the continuity of the trail shall be maintained by the PARKWAY C+� s SEPARATELr EROH SIDE TMLK. Z construction of an appropriate crossing such as bridges, ramp ways, culvert etc. ■ 10 7 �_J /f' ..I• m 1.RAIL SHALL MEASURE 2'XG•ACTUAL DIMENSIONS. 3. WEA(ENED PLANE JOINTS SHALL BE CONSIROCIED Transverse "medium broom' finish concrete shall be used to prevent slipping (no metal 1. wL,t I.ANI)CCAPE wAPAs SHALL BF. PLANTED AND IRA 7GATF1 WITH MATERIALS APPROVED BY THE CITY ■ • m 2.POST SHALL MEASURE 5'X5•ACTUAL DIMENSIONS, AT RFQIULR wTER+a15 MOT EJfcEEdNC ID °EES g possible- 3. �Z 3.FENCING SHALL BE WHITE IN COLOR. !( surfaces permitted). Natural streambed crossin s should be left as natural as ssible. 2 APPROVED s7sn7T TPEF_G PLA^ED PER CITY STD. DING. 501 ■ t4 • • / m`I(AND CU%JOINTS SHALL BF ALCNED. _ = A • - 4.FENCING SHALL CONSIST 100%THROU THROUGHOUT THE VIRGIN _ • - - / N~ �' '• m• m PVC WITH AMINIMUM 01'89,Ti02 THflOUGHOIJT THE PRODUCT i i,.// I 8. TRAIL ENT'RANC'E: Trail entrances shall be designed to provide for equestrian, I. •roxic Pt,An-rs Ane PAOH:EITen. • 11 4 RECYCLED.LAMINATED PRODUCTS ARE NOT ACCEPTABLE. • ■ -- - 5.RNLSSHALLHAVETWOPoBSRUNNINGTHELENGTHOFTHE pedestrian/hi.kinq use and shall discourage motor vehicle and motorcycle access, except N. 77tAIb sDRFAce Is eceuosPn OF 4• DECOMPOSED [�EANI77•., Taune mi0077i 7b 90 Peacvm i Local Feeder Trails shall provide one or more means of unobstructed vehicular access CC•TPACTi GN ANn TREATED WITH A SOIL STAPI LlzeR. _ ■ _ PRODUCT FOR ADDED STRENGTH I for service vehicles. Access locations subject to approval by the Trails Advisory 5. PLAN VIEW TYPICAL OF REAR-ON, SEF. STD, 01G- 1003 PCR PRONT-ON AND SIDE-ON. _ • 12 2'SONOTU 8.ONLY STAINLESS STEEL SCREWS SHALL BE USED FOR FENCE culB •,■q N•+N ■/1,A'1■R. Committee. Refer to standard drawings for barriers and signs. Where there is no 6. SEE TRAIL NOTES SPD. 1001. 9 FORMED FOOTING CONSTRUCTION. barrier, the trail should be posted. 7.EVERY THIRD PVC POST AND ALL PVC POSTS LOCATED AT 4'DECOMPOSED GRANITE CHANGES OF DIRECTION OR END POSTS ARE REQUIRED / 10. CONCRETE APRONS: For drive approaches at trail entrances or at drainage \ / TO BE FILLED WITH CONCRETE RPJ crossings, concrete aprons shall be a transverse 'medium broom" finish. B.CAP ALL POSTS AND ENDS OF EXPOSED RAILS CVT,ER _ _ _ 9.ALL MRARERS SHALL BE PVC FENCE AVAILABLE FROM .(,aSppl, j 11. CONCRETE HEADER! Shall be 6 inch concrete header �, .: �: ,COUNTRY ESTATE FENCE'OR APPROVED ALTERNATIVE. $' Ey it RAD, `.►I n/"0N-cDN*Icu�K�s s�oTwA:x between the asphalt service road and the equestrian trail _ 10.TRAILS ON CURVES REQUIRE SP-NAL DESIGN. sEt sc an. �o+-A •� RANCHO �• 7��7� 11.SEE TRAIL NOTES STD.N0.1001 a �.R�Tat surface. Asphalt must have adequate structural section if built by developer. CITY 1 OF ilA `NCHO CUCAMONGA CALF OJRi`IA p 12. SPECIAL NOTES: Most Regional Trails follo✓ existing or planned flood control APPROVED BY: STANDARD PLA 3"min v CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA facilities constructed by the San Bernardino County Flood Control District and Army corps of Engineers. Therefore, any construction within their rights-of-way 20' COMMUNITY TRAIL 1002-A PPROVEDBY STANDARDPLAN `P°"°"E°O"'- SIDEWALK AND RAMP S'""°M'° """ requires review and approval by those agencies and is subject to their standards COMMUNITY TRAIL 2-RAIL p and policies. CITY ENGINEER DATE USE WfTH 5TMIDARD SPECIFICA710LJ5 FOR PUBLIC WORKS COt,LSTRUC,ION ��,�, ZI R.C.E. L49S3 L _ _ _J ' 2-0' � 1010_4 " 1,r 1ref T LAYOUT AND JOINT DETAIL 103 13. Landscape areas which would be otherwise drain to trail may be required to collect/dispose ■ �yI/gyp I, 7�/ /•pyl.�/ of water through area drains. ■ 5'-V OR 1�-V' I I P DV ENGINEER DATE USE WTH S,ANDARDSPECIFICAT"41 FOR PUBLIC WORKS CONSTRUCTION T R. END'2 ER /OA7[ U5(WnH suNTMRD srcCRitAnoNs F'OR rtlel¢WORI(5 CONSTRUCTION SHEET 1 OF 7 SHEET,OF ¢R.CEIJ 2a953 11 R.C.E 2495.3 --- - LOW COBBLE PLANTER WALL PVC VINYL FENCE SIDEWALK AND RAMP TRAIL NOTES COMMUNITY TRAIL RC # 103 SCALE: N.T.S. RC # 1002-A SCALE: N.T.S. SCALE: N.T.S. RC # 1010-A _, SCALE: N.T.S. SCALE: N.T.S. RC # 1001 WALL CONSTRUCTION NOTE: Z WALL CONSTRUCTION IS FOR REFERENCE ONLY.(PER ON-SITE PLANS). z WALL CONSTRUCTION NOTE: 1 NOT APPROVED BY CITY ENGINEERS. 1 COB&ESTON f2`b IN ROW, LAT SIDE UP 'PCC MOW CURB CA 1 WALL TO BE 1005.ON PRNATF PROPERTY.WATER PROOFING PER CITY W CURB WALL CONSTRUCTION 5 FOR REFERENCE ONLY.(PER ON PLANS). ■ 0 ACCENT COBBLE OR CONCRETE INSPECTED 8V PUBLIC WORKS. MORT MORTAR JOINTS DEWALK NOT APPROVED BY QTY ENGINEERS. z' 3" LESTONE HEADER WALL TO BE 1005;ON PRNATE PROPERTY WATER PROOFING TO BE HARDSCAPE ,` 1 f�l J r-' RIDER EVEN 1 INSPECTED BY PUBLIC WORKS. a T MIN. CURB WCURB R/V1 4" AND WALK MINIMUMCO'a':Hf:EBED 3" • UNDERNEATH COBBLESTONE CONCRETE HEADER-irT RADIUS Q EXPOSED EDGES A FINISH PER PLAN 1" THE 21 WIDE DRAINAGE COURSE IS PROVIDED FOR BiD PURPOSE ONLY. ACTUAL INSTALLATION IN THE za' OUIDER t•IN LAWN INSTALL AT GRADE LEVEL AT SWALE CASE OCATE PER PUN) •�9CL DEPTH AT CROSSINGS) _ - _ _ - - _ I J I p FIELD SHALL ALLOW FOR NATURAL-APPEARING FLUCTUATIONS IN WIDTH,FROM 1-6 -6"TO 2-6"WIDE, ILIEWALKOR CURB EsroNE DGE of COBBLE 6.OR e• - EE NOTE FINISH GRADE 1 2 0 5 i AS DIRECTED BY THE CITY INSPECTOR. Imo 0- OR o 1 \3-12•MINSELIM 1a�~• - - THE CENTERLINE ELEVATION OF THE DRAINAGE COURSE SWALE SHALL FLUCTUATE SO AS NOT TO fes.. corlcRETE BED •••• _ 6 7 APPEAR"CHUTE-LIKE'OR ENGINEERED. 6' 24' s' CASE! �jF M�AX. ARED STONE SWALE •S•S O - - - H RE-BAR CONTiNUOUS ec - m HAND-PLACE COBBLE IN SETTLING BED WITH FLATTER SIDES UP TO FORM A UNIFORM SURFACE WITHIN (UNLESS OTHERWISE INSTRUCTED) 3 ,ts ' THE DRAINAGE COURSE. COBBIESTON CRETE CURB CONCRETE BED W/113 BAR BENEATH COBBLE - PROVIDE LESS UNIFORMITY AS STONE GRADUATES IN SIZE AND PLACEMENT AWAY FROM DRAINAGE - 3 1 SEE ABOVE DETAIL COURSE. MRE.J<wu(.RAD. BaoLUTTER FOR END CONDITION - ELEVATION SECTION If .' DEPTH OF STONE EMBEDMENT TO BE NO LESS THAN 213 THE DIAMETER OF THE STONE FOR SIZES LEGEND: 4"-12",NO GREATER THAN 1/3 THE DIAMETER FOR SIZES LARGER THAN 12"DIAMETER. rpmmoWcure PA sa ELEVATION SECTION CITY STD.SM _ - I I 1. 4'HIGH CONC.CAP WiTH 1'REVEAL ON EACH SIDE. CAP TO BE LEGEND: w 4 •�-';:-:-:�:=; :�: :�:`.�::��:.•' SAS SOWN. w ~ COMPACT SUBGRADE TO A HARD,FIRM,UNYIELDING SURFACE,SMOOTH AND TRUE TO LINE AND r MIN.19 MAY RAD. ='- '' o F o NOTES: `,:•:. vl NOTES 1. 8X4X16 SLUMP POR-CAP. 11_ 1 ¢FW- GRADE;TEST FOR REQUIRED COMPACTION PRIOR TO PLACING ROCKWORK. ,CGNCRIETECLASS S20-D-2501. DEwuK ARDSCAPE 2. MASONRY BLOCK WITH STUCCO FINISH(WHERE ViSIBLE FROM STREET). 0 o a 2,ROCK SIZES.UNLESS OTHERWMESPECIFIED.SHALL BE AT RIGHT 2. 6X8X16 SLUMPSTONE BLOCK. SEE CIVIL ENGINEER'S STRUCTURAL DETAIL CALCS. FOR BLOCK �_Cc UL BOULDERS MAX 3'-0=MIN.?-0' 1. PROVIDE JOINTS AT AND3re'EXPANSION 1- 4 WIDTH, HEIGHT,AND STEEL REINFORCEMENTS. E5 w IUJ COBBLESTONES:MAX 12'-MIN.8•WITH ONE FIAT SIDE JOINTS AT 20'-0'O.C. I O _ IF CONTRACTOR AND/OR CONCRETE PRODUCER HAVE NO PRIOR EXPERIENCE WITH PORTLAND 3.BOULDERS SHALL HAVE 1A EMBEI)AEENT,COBBLES SHALL HAVE 1J3 EMBEDMENT. 2. B'WIDE CONCRETE HEADER BETWEEN CiTY-MAINTAINED TURF AND 3. FINISH GRADE. R 9.ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS'D MORTAR. 1 PART CEMENT GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND '�I p Q 3. FINISH GRADE. � CEMENT CONCRETE PAVEMENT,CONTRACTOR SHALL RETAIN AN EXPERIENCED CONSULTANT TO T02-112 PARTS SAND,2000 PSI PORTLAND CEMENT CONCRETE (NO-DRY-PACK'ISALLOWETIJ PRIVATELY MAINTAINED AREAS oc>_ MONITOR PRODUCTION,HANDLING,AND PLACEMENT OPERATIONS AT CONTRACTORS EXPENSE. s.A saMPLE AREA.MIN.4o SO.FT..sHAu BE APPROVED BY THE CITY INSPECTOR,PRIOR TO 4. PROPOSED CONCRETE FOOTING g PROCEFDING WITH REMAINING ROCK WORK FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE CITY INSPE 3. CONCRETE TO BE 520-C-2500 MIN. PER STRUCTURAL ENGINEER'S � �a 4. PROPOSED CONCRETE FOOTING PER STRUCTURAL ENGINEER'S REPORT. 7,ROCKS SHALL BE SMOOTH,ROUNDED AND FREE OF OBJECTIONABLE DISRGURATIONS 8 EXCESSIVE IRON CONTENT. I _ BALL COBBLESTONE ARFAS SHALI HAVE 6'x6'CONCRETE HEADER AS AN EDGE AT PLANTING REPORT. 9.ROCKSCAPE SHOULD FOLLOW'GRADE WHERE SLOPES EXIST AND MAINTAIN A 2%MIN AT ALL TIMES WITHINTHE R.O.W. 5. STUCCO FINISH @ STREET SIDE ONLY. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY F RANCHO CUCAMONGA, CALIFORNIA 6. EARTH FILL-AS REQUIRED-SEE CONSTRUCTION PLAN. : AP"""°`"B' RIVER WASHED GRANITE STANDARD PLAN APPROVED BY STANDARD PLAN COBBLESTONES 542 CONCRETE HEADER 534 CR v ENS USE WITH STANDARDSPECIFICAI IONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 1 CITY ENGINEER DATE RE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION ACE R.C.E 24953 B"FFr,OF 1 COBBLESTONE NOTES COBBLE PAVING 6" CONCRETE HEADER SLUMP BLOCK WALL PRECISION WALL W/STUCCO V' SCALE: N.T.S. SCALE: N.T.S. RC # 542 SCALE: N.T.S. RC # 534 SCALE: N.T.S. SCALE: N.T.S. 10 I----_. . _....._._........ . .. ......- i S C A PF - - ._. _........ -- -- ....... POW : D WALL CONSTRUCTION NOTE: ooMll>+lrT 1s LOCR FFFDER TNw ii ��N WALL CONSTRUCTION IS FOR REFERENCE ONLY.(PER ON-SITE PLANS. -T n IarL 1 �O Yr LIM W,(��"�9�, 5 1 NOT APPROVED BY CITY ENGINEERS. POST 10 C1F7N 411E 27 G3 N y WALL TO BE IOD%ON PRIVATE PROPERTY.WATER PROOFING TO BE FM 10 Q�MI am INSPECTED BY PUBLIC WORKS I / 9R IIIORIS 8. 4.1 (fl __ WE m9K SMFXF RIVIUS OF Ir _ EJ cs GD 2 SEE BFT..1w(id d1CN FROM P1) //� E i i �BELOW(�18'11111(OF PJ..) eoe FICN RIE Of BMtlBL7OE i I na ure - _ avo I I BLOCK MILL 9 \ 11WK I MOLL STRIP e 1 Dli T ' FILMIER "' _ > :. 4 _: 7 I (x114DRElE n1EAOlR TRAIL cI/ -�� ). at 1 oaECrf-It WPM TRA, Q` 1 1LU '"LT,('"" 4rF 0 F 1 - - - 1 1 L d 3 J I • I // 6 fx1• r t a 3 , I7EF.011 / PIC FM OONCTETE ORNE PLC FENCE OO4dRTE DRIVE J1 I „�, J „�( N2PER CITY OF aMCu. STREET owls o.C.20 PAPPao�cHazER O)y �wll STREET 1 Q STD. DOG. 101-A i J 1 SIO.VA. 101-A I - - _U I • • I zo 5: METAL PLA7E TO_ � U •r •0 THE I N ( '�{{� �, SM GATE FROM S D.W.#0110 IA:TAL Lt1RE +1 Y MR7 THE PUBLJC iLORK FIATE I r P"V SIPPW TO GATE PRIDED FENCE FAST ''•'''' THE PtBUC RD.Iv. 1ppp� pR •. I IM 10 6AF MDE suPPO(iT - �JpIGGNIT PIPE 10 OR } BLOLR MLL RAI SIELL PLATE ro gE pRS C,A1E 9"Vol .::: '•4.:.:.:.:•,• • • 1 1 a=tilt OM T� PIATE IrM PIPE T065L11=EE� BLOCK WM.L I 11El.DED io TOP 7F P(KT. PIPE TO 5111E UFOER 6 6 3 DESCRIPTION OF REVISION DATE gpPROVED 4:!f. D_� L - - - - - - - - yip 4 +/2 SEr s1oDlCH 1007 4 L/Y- SEE SED.DNAs- 1001 �4' 6 51 51� CITY of RANCHO CUCAMONGA I 124" 34.5"SCI. 36"SQ. � A �5, 4-LIFDIL RA1E � ,, ?�\ t '� P'"'E � %��.� TRACT 16116 FLEVATiON I' SECTION Fits POST 1RiN o0FIL1tE11: •, Fi_L POST MlT11 COIICREIE. i .1i ►ISS- FTIi POST WITH CONCRETE 12' F1.L PAST BIiH oONCiETE. i I 1.QM=67RUCT13)�2JX a„�,�SFEU p LANDSCAPE IMPROVEMENTS LEGEND: 1.GUr CWTRuIam OF 2 3/M'oiLVIMNED SM PP( .• 2 11UNGF CWA`IM By tRlnF4C LROS MElBFRS 70 A 2 7/B'f i"411E O SIAL RPE j 1 2 Wa 6MEATM BY KLOW CROSS MBORFRS 10 A 2]LLT GM.t4MM STT 1 SIEVE MTH GP SLIPPED OVER JIPRCHT;ATF POiT 1 P0$T EAST AVE. 8E BANYAN T. 1. STUCCOED BLOCK CAP. SEE DETAIL- 2L TMS SHEET. RPF SEEM WH aP RPPFD MR UPWOHT WE 3,SINK P�40'.WE�NOT SWING KID PUBLE Ho.w. UL CO 3•IM��.GW SKI NOT SUING NTO RMJC ROM 4.CM1IN SMI BE 3/8'X 1 3/4-X 1 1/4'MED SRIl AT 18'LOW 2. ADJACENT CONCRETE BLOCK W/ST FINISH.CENTER PILASTER ON WALL-GROUT FIRST CELL SOUD WHERE DOWEL OCCURS. A.DIAIN SHPT L 11E 3/4'X 1 3/4•X 1 1/4-MLD SM E AT ie"Lf311.'. S LOOK SHALL BE PROVIDED BE lit OUT 3. f4 REBAR DOWEL(TIES TOGETHER THRU PILASTER)PLACE 3 HORIZONTALLY-BOTTOM,CENTER AND TOP OF WALL. S.LOCK 944LL IEE PEON"BY 14E CITY s SEE TRl4L NOTES SR) iN0 1001 4, 16 x 8 x i6 CONCRETE COLUMN BLOCK w/ONE O4 REBAR VERTICAL AT EACH CORNER INTO FOOTING-GROUT COLUMN SOLID. 'I a SET TM WM M. W. 1191 � 7 � IM T ��X1. 100~� �,U,�� CONSTRUCTION DETAILS 5. 34.5'sq.PILASTER CAP(GRAY). AVAILABLE FROM SAN DIEGO PRECAST-619/449-6810 MODEL 1 APC-30J OR EQUAL). � 7_QW aEMl BE PUM WMA 2V IRoa 0w FILO _ _.. ..__-.._ ._._-__ _. --- 6. CONTINUOUS CONCRETE FOOTING PER STRUCTURAL ENGINEER'S REPORT(TIE INTO WALL FOOTING WHEREVER APPLICABLE) - "-..........- CITY OF RANCHO CUCAMONGA, CALIFORNIA I 7. NATIVE LOCAL RIVERWASHED X to 6"COBBLE VENEER CITY OF RANCHO CUCAMONGA CALIFORNIA ' -- - - 8. FINISH GRADE. 1 PUr.lovm■E- ---T-_ _ -- AR+1wm Nn: 1';T 1:1` TRAN 't'7 iv'<: sTM+e"AB R 1" ' 9. 90%COMPACTED SUBGRADE. GON AIT.'"F!� 'i�z�AU.- Z'k rI" i,t IGA T 1. s'AN0AP0`°A" 1 T r♦ I" T 10. 12'dia.BALL FINIAL.AVAILABLE FROM AViLASGARDEN ART-9OW350I4546MODEL IF613-A(On EQUAL). I_ WITH SIDE At'C`�� i V2 APPROVED BY- U :W VS111��LE .T., E +f 1r Ii)'. :,rr,«.- c,Ot, is I CRY BNL7NTE7C O1PE N,1111M srAMDA1D 1PDdN•'-AnaN1s EDB PU■Ilt IIOMCb COIQT■■[71■N �.N OM6 1»t.w11:TAwa■.SPfL7f�ATDNS E1R Nor w■Nq eeleImum OR "�T/OF CITY ENGINEER RCE N o.2495 R.D.E.-_��_ �� 1 OF 1 I LRC.L -�._..-._._�.,,._ 111 -.-___...__.__..---_.- ._...___..._ ___._. COBBLE PILASTER COMMUNITY TRAIL FEEDER TRAIL DESIGN ARCHI7ERRALANN GROUP REc ED LANDSCAPE ARCHITECTURE SITE PLANNING 10621 CHURCH STREET,SUITE 106 SCALE: N.T.S. SCALE: N.T.S. RC # 1006-A RC # 1006-B DRAWN (909 48844--2800 CUCAMONGA,( 09)484 2802 SHEET L_4 SCALE: N.T.S. SCALE: CHECKED RLA No. 2834 DRAWING NO. .IAF DATE 1/26/04 JOB No. 0250`5 18 76-L- SHEET OF IRRIGATION NOTES: 17 / 34\ 25 4 24 5 1. NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CCWD, IS REQUIRED AT ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARF{ANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER 666 SQ. FT. 1" 109 SQ. FT. 11/4" 575 SQ. FT. 11/4" METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. is 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A PRESSURE REGULATOR 20 21 22 I (IF REOUIRED), FOLLOWED BY BACKFLOW PREVENTION DEVICE, FOLLOWED BY A FLOW METER, FOLLOWED BY A MASTER VALVE. ALL SPECIFICATIONS, MANUFQACTURE SUIPMENT SR COMM NDATIONS AND LOCAIZED PER PLAN. INSTALL ALL L UCODES. ACTUAL LOCATION OF THE 20 2 EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. ) C-45 AL ALUMINUM ANYAN ST. 956 SO. FT. 11/4" I 0 3 ENCLOSBACKFLOURE AND SHAOLL BE INSTALLED PARALLEL TO THE STREET AND SCREENED N DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX( WIBTH SHRUBS WHENEVER 3/4' �4' 4.3/4• q' 4' q• I J POSSIBLE. �-- _774. - - - - - ,4 3/4 - 3 a - - - - - _ - - - _ _0­0- - / ' /a• /a• 3Td' m 4. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN V _ - - - -0-0=0-0 - - - - - - - - - _ _ - - - - _ _ - - - - - - - - - CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY a a a 3 a ;a ,a a a a a s a _ !r `R' W EQUIPMENT,BET ARCH TE SPRINKLER PRIN L ER SYSTEM, WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND W 11/4° - 3.4 i \ - - - - - - - - - - - - - - - - - - - - - - _ - - - j/ , 3.4 : 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO 4° �4' a' ��, - �° 4. _ /a• 3/a• g - - 1/2� _ - COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY �� TO THE CITY. - -- - • - -- - -- - • 3/a 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES PIPES AND ��- -------- �Y fM _ ��yiri >y'i _ - - - far lir--- m _ _ ............ . 1 .. ... _ .__!° 1� _ 1• _ 3�a" _ ... .. 3/4• - is STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE �-' �- [ 4' CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. 1 r�ii�i ii�ili� iii ri � � iii ii�i�i ii��ii�i riiiiji ���� ������ i�i�ii ���`�� f���'.� """' i'.' i»siii�/� '�"" """�� Q 7 CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH a' O ; 3/4 MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND 112 1 1 Z CONSTRUCTION. INSTALLATION TALLAIIONOF A PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL Q 8. WHEN VERTICAL OBSTRUCTIONS (IRE HYDRANTS, STREET LIGHTS,TREES, ETC.) INTERFERE WITH THE SPRAY LZ ; Q 1 I J PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR �/ . = SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER ZZ ` U HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. 9. INSTALL ONE(1) S(PAR)E ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE ~ / , ' I Q CONTROL VALVE ENCLOSURE ON EACH BRANCH.OR IRRIGATION WIRING. EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL Y STRIPS` � 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TUR AND 2 INCHES OF O WATER PER WEEK(GROUND COVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE ' ' . - • • HOURS OF 9:00 P.M.TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. . •• 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. .. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY . • • I THE AVAILABLE WATER PRESSURE AT THE SE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL E BROUGHT TO THE ATTENTION OF THE CITY. •• 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET-2000-PER LEGEND-LR LOCAL RADIO)w/LR DOME-RR ANTENNA M - 1 • � � PORT INSTALLED WITHIN A STRONGBOX (SB) 24SS/120 VOLT CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT'fHE ANTENNA PORT ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH + I COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF + • THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. `m' �••' 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE + (Q� FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE • `Y' • PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE DEVELOPER. 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. • • 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER • HEAD IS 1/4"ABOVE FINISHED GRADE(FINISHED GRADE IS SOIL NOT MULCH OR HARDSCAPE). P.O.C. DETAIL WO SQ. Fr 1 4" 1312 SQ. r. 1114" 424 SQ. Fr 1114" ■ � Y IRRIGATION LEGEND ■ 24 25 ■ XERISCAPE ASSESSMENT SYSTEM SUMMARY *TRACT 16116 LANDSCAPE IMPROVEMENT* F CID SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P I I REFERENCE CLAIMED W ■ J POINTS (Sheet#/Ref. RAINBIRD 1812 SAM PRS 5Q POP UP-SPRAY HEAD 4' 10 25 ■ XER. REF__ EFII.1 O NYAN ST. ~ 11. IRRIGATION(Point Value) o RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 4' .15 25 ■ W '6'` RAINBIRD 1812-SAM-PRS-6VAN POP-UP-SPRAY HEAD 5' .35 25 W 1. Low gallonage irrigation system.(20) 20 L-5111.1 RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD T .20 25 m 14'- TT • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD T .40 25 4' 4' /4' 4' :L Q - - -0-0-0-0-0-0- - - - - - s/a' s/a - (f� 2. Automatic controller.(20) 20 L-51112 "V" RAINBIRD 1812 SAM PRS 8VAN POP-UP-SPRAY HEAD T 80 25 W RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 9' .35 25 s;a a a s,a 3., W 3. Designed to water plants by watering needs.(10) 10 L-8111.3 V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 9' .70 25 RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 9' 1.45 25 (62 - - - - - ' ' - - ' ' ' ' - ' - ' ' ' - 112' 4. Sal moisture sensors.(10) - - RAINBIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEAD 9' .65 25 ■ 11/2" 11/2' .� V1 RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 14' 80 25 .- W4' _ .?'_.__.____ ?'__ .__ 1' 4• 4° 3/4' 3/4' 1' 1" 1' �' !a. 5 Ratnsensors 5 L-5111.4 + RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 14' 1.65 25 - _ ........ - ........ _--- -- _- -- - .. ... - - -- -- - ---- -- - - - �- �---- �- i r �-- �(5) RAINBIRD 1812-SAM PRS 15SST POP-UP-SPRAY HEAD 4X28 1.11 25 i5•i�ii7►'ii�i��iTii� i ��'iiJ�i�/�T`��1'iii i hs iiiii0',r7`�yi�ss]►'i��iiii�'�!i i f5i'irs � i m 6. Wind sensors.(5) - - 0 RAINBIRD 1812-SAM-PRS-I5EST POP-UP-SPRAY HEAD 4X14 0.56 25 W 4 10 r 9 1 8 - 7. Sensitive to slope factors.(5) 5 L-5111.5 Z r ! ■ W - NOTES: _.I ■ z 8. Reclaimed or recycled water.(5) 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE I _ TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL ILI, SHEET L-7. _ POINT OF CONNECTION NOTE. J ■ = tnts Total PoClaimed: 6Q V oCONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF A ■ (Minimum Points Required: 60) Q NEW 11/2"DOMESTIC WATER METER. REFER TO UTILITY PLANS FOR ADDITIONAL INFORMATION. EXTEND NEW TYPE"K"COPPER PIPE(OR AS PER LOCAL CODE)AND Q EQUIPMENT � � ■ INSTALL A 1112"BACKFLOW PREVENTER,A 11/4"FLOW METER,AND A 11/2"MASTER ■ VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. ■ 1112"WATER METER PER CUCAMONGA COUNTY WATER DISTRICT STATIC WATER PRESSURE: 70 P.S.I. ; ►, RAINBIRD BV200FP LINE-SIZE GATE VALVE SYSTEM DESIGN PRESSURE: 56 P.S.I. MAXIMUM IRRIGATION DEMAND: 29 G.P.M. ■ Q FEBCO 825-YA 1112"REDUCED PRESSURE BACKFLOW DEVICE INSTALL IN A COAST ■ GUARDSHACK ENCLOSURE MODELit CGS-1 ■ ■ It CALSENSE FM-1.256 11/4'FLOWMETER CONTROLLER NOTE: ® SUPERIOR 3100 SERIES 11/2" NORMALLY OPEN MASTER VALVE CONTRACTOR TO INSTALL CALSENSE WALL MOUNTED CONTROLLERS,SEE �C CALSENSE ET2000-24-LR-RR-TP-1, 24-STATI0N INTERIOR WALL MOUNTED ELECTRIC CONTROLLER LEGEND FOR MODEL NUMBERS.CONTRACTOR SHALL PROVIDE ONE,(1)STAINLESS XER. REF. II.2 TP110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL C SB-24MI20 VOLT STEEL MOUNTING PEDESTAL(SEE LEGEND FOR MODEL#). REFER TO ELECTRICAL ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN PLANS FOR 120 VOLT POWER SERVICE LOCATION FOR HOOK-UP OF AUTOMATIC RAINBIRD EFB-PRS-D CONTROLLER.COORDINATION OF FINAL HOOK-UP OF CONTROLLERS SHALL BE THE NON-POTABLE QUICK COUPLER VALVE 150' O.C..W/2 KEYS TOTAL RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. FINAL LOCATION AND EXACT O RAINBIRD 33DNP WI 33DK POSITION OF THE CONTROLLERS SHALL BE APPROVED BY THE CITY OF RANCHO MAINLINE,SIZE AS SHOWN,MIN.COVER 18"SHOW CL 315,2"AND LARGER CUCAMONGA PRIOR TO INSTALLATION. THE CONTROLLER SHALL BE OPERATIONAL - - - APPROVED CL.315 PRIOR TO CITY'S ACCEPTANCE OF PROJECT.CONTRACTOR SHALL COORDINATE CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE CITY AND A CALSENSE APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12' REPRESENTATIVE. CONTACT CALSENSE AT: •--::= APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS CALSENSE,2075 CORE DEL NOGAL,SUITE P,CARLSBAD,CALIFORNIA(619)436-0525. OTHERWISE NOTED SHEET KEY MAP RAWAN ST. J WATER PRESSURE NOTE: -- _ DESCRIPTION OF REVISION I f- - DATE APPROVED DUE TO LOW WATER PRESSURE, CONTRACTOR SHALL CITY of RANCHO CUCAMONGA- NOT DOWNSIZE ANY ITEMS WITHIN THIS IRRIGATION N.1 S. I� - SYSTEM WITHOUT AUTHORIZATION FROM THE DESIGNER ' AND A CITY REPRESENTATIVE. _ _ _ _ _ _ _ _ _ _ j TRACT 16116 LANDSCAPE IMPROVEMENTS T- Q EAST AVE. & BANYAN ST. ' - CIO., _ IRRIGATION PLAN \ SCALE. 1 - 20 Underground Service Alert APPROVED BY: DATE: / L VALVE SIZING KEY PLAN CROSS REFERENCES o `�N° SUmw� CITY ENGINEER RCE No.24953 • � oy DESIGN ARCHITERRA DESIGN GROUP REC DED Call: TOLL FREE a LANDSCAPE ARCHITECTURE VALVE # 1 10---GPM FOP NOTES AND LEGENDS, SEE THIS SHEET �w MLD SITE PLANNING FOR DETAILS, SEE SHEET L-7 DRAWN RANCHO10621 CUCAMONGA,UCAMONRCH A,CSUITE z o SHEEI 1 -800 VALVE SIZE 3/4' .----SO. FT. FOR SPECIFICATIONS, SEE SHEET L-11 j�3$404MLD (909)484-2800 FAX: (909)484-2802 L-J M� FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 ---ReneWa ems- 422-4133 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-8 `�� -zo � Q� CHECKED RLA No. 2834 DRAWING N0. TWO WORKING DAYS BEFORE YOU DIG rF 0 F C i0k, JAF DATE 1/26/04-JOB NO 0250-5 18 76-L- SHEET OF MAsT �4- /4' MATCHLINEDD' - EE BELOW E314 _ _ _ .. .. IRRIGATION LEGEND � ' 1 3/4' 1 114 1 1 3/ t 10 19 . MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. 1 • 1 1�14" SQ. FT. 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 4' .10 25 w 648 BLUE GUM DR. GENERAL SLEEVING NOTE: L RAINBIRD ■ IM CONTRACTOR TO ROUTE SLEEVING AROUND c RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 4 .15 25 W ' I '� RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 5' .35 25 = t I■i ADA RAMPS. z RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD T 20 25 M ATC H L i N E ' ' - SEE BELOW LEFT • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD r .40 25 11.11 BANYAN ST. r I■1 - '�` RAINBIRD 1812-SAM-PRS-10Q POP-UP-SPRAY HEAD r .35 25 W RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 9' .35 25 3/4" 21 21 " ' '� IM I 1 I ' V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 9' .70 25 Cf) 1 4 RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 9' 1.45 25 1 I ` 1114" 890 SQ. FT. _ 3/4• 45 I 1 + RAINBIRD 1812-SAM-PRS-IOVAN POP-UP-SPRAY HEAD 9 .65 25 1 l • _ _ I rl4 12 1 RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 14 .80 25 m t ■ 1 ` fRAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 14' 1.65 25 m N 1 —314 547 SQ. FT.;, r= • I I 1" 1 Q I _ < :"fi 8 29 _ /4" 1° 1 - - RAINBIRD 1812-SAM-PRS-I5SST POP-UP-SPRAY HEAD 4X28 1.11 25 r 3/ 4 0 RAINBIRD 1812-SAM-PRS-I5EST POP-UP-SPRAY HEAD 014 0.56 25 - � " 1{r 1 3/4' /4" I11 1 1 3/4 3/41t 1114 1025 SQFIb . FT. NOTES: Zi 3/4' ' 3/ 3 4 I, 1 1 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE �-' 4P# d+ / 3 I I ' I I TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL V, SHEET L-7. 3/4' 41,(& 3/4 • 46 6 Q 3!4" 11 6" SLEEVE ' • I 1 I ■ EQUIPMENT \ \ 1 4 i i i tir i i i i i • • � 1 ■ � � 1112 WATER METER PER CUCAMONGA COUNTY WATER DISTRICT /4' , 3/a' ■ 3/ 4• I 1 3 18 171 H RAINBIRD BV200FP LINE SIZE GATE VALVE �3/4 3r4 ; 4" SLEEVE ■ •t / 1 , 3/ • I 1 I I 825 QF . 1 FEBCO11 %17 " DDSCSjICE,INSTALL IN A COAST: � GUARDSHACKENCOSUE MODEL CG S-1 SQ. FT. a 1 314 ■ (� I 1 I 1 1' /4' 4` 1 � 48 � /4" 1 \ I ® CALSENSE FM-1.258 1114"FLOW METE ■ 1 1 31 11 4" /� ® SUPERIOR 3100 SERIES 1112" NORMALLY OPEN MASTER VALVE EXISTING PLAN NOTE: �a>11/fi 1 3/ ■ 3/ 1' ■ CALSENSE ET2000-24-LR-RR-TP-1, 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER REFER TO PLANS PREPARED BY ARCHITERRA ■ i I (0 TP110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL C SS-24SS/120 VOLT ■ DESIGN GROUP FOR LANDSCAPE ALONG THE 3/ , ■ EAST SIDE OF EAST AVENUE. 3/ t ( ■ I I ■ �, ■ U)`4. 0 RAINBIRD EFB-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN 3r4 1 � i t ■ ' ■ Q O RAINBIRD 33DNP W133DK NON-POTABLE QUICK COUPLER VALVE 0 150' O.C.,W/2 KEYS TOTAL ■ 314 • tw,05 18 1 IP • a• W - — — MAINLINE,SIZE AS SHOWN,MIN.COVER 18"SHOW CL 315,2'AND LARGER • I 1 I APPROVED CL.315 8 t p ' 3/4 j" 540 SQ. FT. 1 I LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12" ' /4 ■ 4 3/4 1• 14' P 1 I ; APPROVED SCH.40 PVC ■ 1 ' • t 1 ■ I ::: APPROVED SCH.40 PVC 3/ - •••--- SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS 11;4 1 I OTHERWISE NOTED /4' ■ 1 4 1 3/ Af 1 3/4 3/4' / 1 , 1 374' ' /4 ' 1 1 1 3/4 1 1 4 I I 1 ■ F ■ 3/4 I �4' 1 I 314" 1 I 1 3/4' • 4 ■ 1 ■ ■ � { � � 1 1 1 I 1 I ; 9 17 Q 7 I WATER PRESSURE NOTE: 111 820 I SQ. FT. Q `1" 1 47 1 /4• I ' • ,3!4• , , 1 1 1 DUE TO LOW WATER PRESSURE, CONTRACTOR SHALL NOT DOWNSIZE 1 ANY ITEMS WITHIN THIS IRRIGATION SYSTEM WITHOUT AUTHORIZATION • r � v, 1 W � . , 3/ i4, FROM THE DESIGNER AND A CITY REPRESENTATIVE. Q I t 1 > 11 y- t { , 1 3/4 49 314" 1 314 3 11�' T {i+ 114 � /4 3/4' < , 11/4 1 I 1 3/ 3/ 3/4 1' I 1 r 11 r4. I ■ r^ 3/4' Y 12 15 1 I ■ tr �.\ 1 3/4 1' ■ 3/4 Q 3/4' t /4" j" 717SQ.FT. 1 , t /4' S 1 3/ a 114 19 1 ■ ` ■ ' 1 I 1 I ��1 ( 1" W 496 SQ. FT. Uj I 1 1 I I t t 1 � 1 , � 3/4 1 • I X14 1 3/ 13/4 11/4' I L 3/4 I V4 3l ` /4 1 /4' 1 3/ 3/ I4° • ` \ ` 3/4' ■ Q • 3/4' -. — e,^ - -R I ■ 3/4" W z.- ■ 34 3/4 1 /4' 1 I 1 t 16 171 ` \ i I 1 ` , 1 ; ♦ \ � ■• /a• 1 I � 1" 806 SQ. FT. \ 3/4' • 1 46I ■ - - - - \ I 1 1 END OF PROJECT ' 1 3/4' r 1 I 1 i 3/ /4.1 j• , 1 3/4 14' i 1 4 I 1 , - • • /4„ I 1 1 1 I � 1 3/4 1 /4 1. i 1 t 3/4 1' t 130 ' • 3/4' 1 �- g 3/4• 1114" 1192 SQ.FT. 1 • /a° 20 21 . • • WOMEN RIGHT I 1 � 1 � ' '� 1114" 884 SQ. FT. SEE ABOVE R _> _ TCHLINE I o SHEET KEY MAP 1 � 1' �A , ■ 1 17 1 I 1 ( all/ 1 1" 553 I SQ. FT. • 1 3/4 1' /4' I I , , 4I1 74 ,4 , DESCRIPTION OF REVISION DATE APPROVED I 1 1 • I s - CITY of RANCHO CUCAMONGA- 3A 1 1 ( 1 1• N.T.S. I I 1 I - - - - - - - - - TRACT 16116 1 1 I ■ ( _ U - GENERAL SLEEVING NOTE: 4° ,• 4 1 / _ " LANDSCAPE IMPROVEMENTS CONTRACTOR TO ROUTE SLEEVING AROUND' ADA RAMPS. �; � � � = � 314' � � � � � � � i' � � a � EAST AVE Bc BANYAN ST. MATCH L E - EE ABOVE RIGHT w SCALE 1 — 20' IRRIGATION PLAN ■ ; 6" SLEEVE Underground Service Alert ; � ' APPROVED BY: UAB E: VALVE SIZING KEY PLAN CROSS REFERENCES \,�NOSCAPE 7 CITY ENGINEER RCE No.2495 • y� umw�°e 9C, DESIGN ARCHITERRA DESIGN GROUP REC LADED C3 Call: TOLL FREE BLUE GUM D R. ; • ; 4° SLEEVE i, LANDSCAPE ARCHITECTURE FOR NOTES AND LEGENDS, SEE SHEET L-5 � X� T" MLD SITE PLANNING SUITE 106 VALVE # 1 jp —GPM RANCHO CUCAMONGA0621 CHURCH ,CA 91730 SHEET L-� FOR DETAILS SEE SHEET L-7 DRAWN 1 -800 ; •; VALVE SIZE 314" SQ. FT. FOR SPECIFICATIONS, SEE SHEET L-11 J�si� * MLD (909)484-2800 FAX: (909)484-2802 MI� FOR CORRESPONDING 422-4133 ` E � � � � ' � � �'� FOR CORRESPONDING PLANTING PLIAAN, SEE NSHEET L-9� L-3 CP 2111 I D81e— - - MATCHLINE 'DD' - SE ABOVE RIGHT +,. o� CHECKED RLA No. 2834 DRAWING NO. F OF C PIII JAF DATE 1/26/04_JOB No 025115 J3 7b -L- TWO LTWO WORKING DAYS BEFORE YOU DIG SHEET OF i z COAST GUARD SHAH( All UND PLASTIC VALVE BOX& ENCLOSURE(CGSt) zm g COVER ETCHED'IRRIGATION GATE" BACKFLOW PREVENTER a TO SPRINKLER L ED�PT�TH F E�s (CSPECIREDARSON OR EQUAL) ASSEMBLY CC SCH 40 PVC MALE ADAPTOR 0 z GRADE LINE VALVE(2)PLACES WHIITE M-POP SHRUB HEAD BODY SET TO Q� ; � � SCH RO PVC UNION �INECTORS OR E BLUE BRASS OR PVC NIPPLE ELECTRIC CONTROL VALVE 1/4'ABOVE FINISH GRADE MULCH-4'MIN. 1 1 CLOSE NIPPLE 1 y MED WATERPROOF o �r�D'IRRIGATIONRcv "_:_ __- ,- `--,-` -• FINISH GRADE B/ttl VALVE 11/2'OR SMALLER WITH BRASS WYE STRAINER (CARSON IT EQUAL) RED CONNECTOR ETCHED OR CONTROLLER - _ 1 B"THICK X 12'WIDE 2 AND VALVE SEQUENCE STAINLESS STEEL HANDLE WITH 60 MESH -\ 1 CONCRETE PAD(LENGTH VARIES PIG TAIL EXPANSION MONEL SCREEN PER 1 SLOPE TO DRAIN AT MINIMUM 2% IRRIGATION CONTROLLER LOOP(MIN.24•LONG) Z ,6'MIN, FINISH GRADE iESILIENT WEDGE GATE VALVE-EPDXY COATED,Y OR LARGER WITH Y OPERATING FINISH GRADE 1 1 Z NUT PVC SLEEVE PLASTIC VALVE BOX(CARSON OR WATERPROOF ALL SIDE WALK 5 VALVE LOCKING UD. PLACE AT GRADE IN ___ SENA IFI EQUAL)WITH PLASTIC INTEGRATED WIRE CONNECTORS MOISTURE .• REQUIRED FOR ss dD r• ,I T Y =•• PEE THROUGH TURF AREAS AND T ABOVE IN NOTE: . WHERE 2I I ••• CONCRETE PAD PLANT BED. CONTRACTOR TO INSTALL REQUIRED j 90%COMPACTION GRAVEL DEEP BASE OF 3`4 PIG TAIL EXPANSION REQUIRED PIG TAIL EXPANSION MASTER VALVE AND FLOW LOOP(MIN.24'LONGI 3' 3° Z LOOP(MIN.24'LONG) ar WHITE METER f BRASS ANGLE IPPLE-TYPICAL (COMMON) FLOW F VALVE VV/UNION ao (2)PLACES �BLUE G 3'4'WASHED FROM WATER •s: - SCH 40 PVC MALE F 14 _ CRUSHED AGGREGATE SOURCE _. ADAPTOR WIRES t TO METE :!. :. _ - REQ SCH BO PVC NIPPLE f LINE TO SYSTEMS BLACK VALVE CONTROL A COMMON WIRES SCH 40 Pill LL ONCRETE THRUST BLOCK ELBOW F�� b e PER CCWD STANDARDS TYPICAL(2)PLACES DIAMETER - __ - `: a MARLEx so°srREFr a MRL�so°ET STREET ELL At v RIGID PIPE AND RELATED FITTINGS SHALL BE PER SAME SIZE AS LATERAL FITTING JE 31E CUCAMONGA COUNTY WATER DISTRICT STANDARDS. gjh METER BRASS NIPPL NO►�PRESCURE LATERAL LINE TYPICAL(2)PLACES CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO SCH 40 PVC SxSXT TEE CONSTRUCTION. DIAMETER SAME SIZE PRESSURE SUPPLY UNE ANTI-DRAIN VALVE AS RF I AS FLOW METER SIZE ROTES: HOPE: 3/4°WASHED CRUSHED AGGREGATE BASE 1.INSTALL CONTROL VALVES A MRfPAtlM OF 12'FROM STT+L1CTt1RE OR HARDSCAPMG. 1.LOCATE HEAD 2•TOO*FROM WALKS.Cl1RBS,HARDSCAPING,MOWSl NATES. INSTALL PER LOCAL CODES MINIMI DISTANCE DOWNSTREAM OF 2.PLACEINSTALL VALVES X PLANT BEDS WHEREVER POSSIBLE NEXT TOCAPINGSIDEWALKS AND EDGES OF LAWN UNINTERRUPTED PIPE(5X DIAMETER 3.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURE OR HARDSCAPING 2.USE TEFLON TAPE TH ALL RYILETH CK V 4.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSl1RE COMPLTtSATIM 1. PLACE AGGREGATE PRIOR TO WS'TALLATTON OF VALVE BOX. 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24"FROM ANY OF FLOW METER SIZE) 5.ATTACH PUSTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND FEATURE AS PER THE IRRIGATION PLAN. 2. INSTALL CONTROL VALVES A MIN.OF 12'FROM STRUCTURES OR H ARIDSCAPING. STRUCTURES OR HARDSCAPING. MINIMUM DISTANCE UPSTREAM OF VALVE NUMBER 4.HEAD CONNECTION AT BOTTOM INLET ONLY. 3. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3. WHEN UNIT IS NEXT TO A STRUCTURE{I.E WALL,BUILDING,ETC.) UNINTERRUPTED PIPE(10X DIAMETER 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURE S OR HARDSCAPING. MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. OF FLOW METER SIZE) 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4. ORIENT UNIT PARALLEL TO STREET. 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE, VALVE NUMBER. 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF DISIMILAR METALS. 7. VALVE PER STD.518 REQUIRED BEFORE BACKFLOW PREVENTER WHEN MAINLINE IS TOR LARGER. � LINE SIZE GATE VALVE BACKFLOW PREVENTER MASTER VALVE REMOTE CONTROL VALVE 12" HIGH POP UP SHRUB HEAD P. SCALE: N.T.S. RC # 518 SCALE: N.T.S. RC # 517 SCALE: N.T.S. RC # 516 SCALE: N.T.S. RC # 520 SCALE: N.T.S. RC # 539 EPDXY FILLED WATERPROOF PLASTIC VALVE BOX&COVER: STRUCTURE OR EQUAL FOR ETCHED"QC"(CARSON OR EQUAL) HARDSCAPING STAID ALONE CONTROLLER WMTH ANTENNA NON-FLOW SEENSOR CONNEC- in TIONS. AT GRADE IN LAWN AREAS LR-DOME A�JA _ WIRE SERVICE LOOP(LOOP - 3"ABOVE GRADE IN SHRUB 6"MIN• EPDXY FILLED LOCATED Xfi AND OVEGROGR DE IN AREAS OUTSIDE L BOX. Y4 s�ONG esu ENOUGH WIRE VEE END WIRE 18 MAX ss-2�ss/ zov BUNDLE 6"ABOVE GRADE INSTALLATION/LOCATION COAXIAL CABLE ( I I I- FINISH GRADE PER CITY AND CALSENSE IL N I REPRESENTATIVE � SPLICE BOX COVER WITH LOCKING TOP ETCHED"S.B.' . .�. ►i►•. .• ( -i' "OTE: W CALSENSE CONTROLLER, CLEAN BACKFILL SEE • • • • €(° II MODEL NO.PER PLANS I ID C OSuRE TO BE GROUNDED PER _- LOCAL CODE. GROUND ROD TO DIE w N j I- SECS.FOR MATERIAL. INSTALLED INSIDE ZNCLDSURE ON w ! COMPACTION REQUIRED 33 DNP QUICK , CONTROLLER SIDE m w COUPUNG VALVE INSTALL CALSENSE INSTALL CONDULETTE W/ T GRADE IN I AWN AREAS WITH PURPLE TP 110 DEEP WP'J'BOX NON-PRESSURE LATE=RAL RUBBER CAP 3"IN PLANTER AREAS z LINE:SCH. . SNAKE PIPE 120 VOLT DUPLEX CALSENSE HARNESS W/ �+ I I I I IN TRENCH. STAINLESS STEEL OUTI Ef GFI WEATHER TIGHT ELECTRICAL GRADE II I I N SCREW CLAMP ( ) CONDUIT FITTINGS. n I I O ]•-6 x 3•-r X C CONCRETE MINIMUM(3)PLACES CONTROLLER WIRED"HOT MIN. 'u ' rE ASM GRADE A���Os Ea NOT SWITCHED t r I r' TDP TO DRAIN AT MR"YVM OE 2%. NE Z I I 4- I i• ( SLEEVE-SIZE TWICE 3/4"WASHED b IH I I=H I-i I I�I 11=HIL PRESSURE SUPPLY LI CRUSHED RESET CALSENSE TP i DIAMETER OF PRESSURE AGGREGATE BASE • • . • '. , ' I-I I-I I I - I-H I I� coMMon wIRE/coRTROL DATES"' - . _ SUPPLY LINE. • , • TRANSIENT PROTECTION BOARD .�.:'.'. iD • • :.•::• I I-1 i- I I I i-III-I I- s SCH..O PVC CONouR BOX A GREEN PLASTIC METER ••i • • • ••.• t2o VOLT tMRE RIGID STEE BOX,CARSON OR EQUAL SCH 40 BRASS NIPPLE CONDUIT(PER LOPLL CODE) 90• SWEE, ELL ro POWER SIDE CC GA&rlET (TVP. - OL WIRE BUNDLE SCH 40 BRASS NIPPLE L -,i - AND TAPE AT 1E O.C.AND INSTALLADJACENT TO 24"LONG ENCLOSURE MOUNT ItEAVY ovn ttEATttER _ REstsrANT EILA"%Eo L ANTENNA PM o slog OE PREWSSURE SUPPLY UNE. PHOTO ELECTRIC SWTCH EOR SECURITY F BO><. MSTALUi,(Xi/LOU110N "'. :. hIL NOTES: PLANS CONTROL AS REQUIRED PER ® I �, PER CRY AND CAICENSE REP. 1. INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL I I - CODES. TOOONSON TO B N APPROVED IN FIELD BY THE CITY INSPECTOR l I ELECTR2 METER PER SCE I-I�- =I I -I I I I I I F PRIOR4 1 SCH 80 PVC 90° SCH 40 BRASS 90° ELL PERCALPLAN rn,�rROLLER MODEL I 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAIN'S DESIGN PER PUNS. `--) I SEQUENCE OF REMOTE CONTROL VALVES. R��u�SOI LER J STREET ELL 3. RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCV ON EACH SECURITY LIGHT I J 6"TYP. ka PRESSURE SUPPLY SCH 40 BRASS 90° BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE TTIMEER�REOUIRED PER FINISH L PROVIDE 6"MIN.OF SAND LINE FITTING STREET ELL WIRE AT THE ENCLOSURE. GRADE W GRamo Roo 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. , I, PRESSURE SUPPLY LINE M4 REBAR STAKE 5 CNO SPLICES SHALL ONTROL VALVES BE MADE BETWEEN CONTROLLER AND REMOTE 40 comuR f i i t I I i 24 VOLT WIRES.TAPED AND BEDDING AN S EOR sECURT1Y LIGHT MIN BUNDLED AT 15 FT.INTERVALS 24"LONG 's fEL R VOLT Ww(PERIlL�D ( ) 6. ANTENNA PORT TO BE CONNECTED TO LOCAL RADIO (LR)AND BE OPERABLE TO THE CFIY'S YARD CENTRAL COMPUTER SYSTEM ,I z I I LOLL CODE) 2 CU.FT.PEA GRAVEL PRIOR TO ACCEPTANCE I- - I - NOTES: NOTE: 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. I lisp I I-.-'---'_-: __ t. PIGTAIL AND LOOP CONTROL WIRE AT 90 DEGREE CHANGES IN DIRECTION. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 8. GFI SHOULD BE WIRED SUCH THAT WHEN T TRIPS,R DOES NOT TURN OFF - - ---> 2. PRESSURE SUPPLY UNE: 2 1(2"AND SMALLER 78'MIN DEPTH. THE CALSENSE CONTROLLER. 3'OR LARGER 24° I . QUICK COUPLER VALVE CONTROLLER ASSEMBLY CONTROLLER 24 VOLT SPLICE TRENCHING DETAIL SCALE: N.T.S. RC #535 SCALE: N.T.S. RC #524 SCALE: N.T.S. RC #522 SCALE: N.T.S. RC #540 SCALE: N.T.S. RC #532 HARDSCAPING(SEE NOTE 4) �N p S C A pF 1800 PCS SCREEN PERFORMANCE �' Krum 4 ti STANDARD A SMALL RADIUS SPRAY PATTERNS AND UMBRELLA BUBBLERS MODEL PCS-010 PCS-020 PCS-030 -040 -060 -090 -125 PCS-175 PCS-260 PC 70 Z �' GPM 0.1 0.2 0.3 0.3 0.6 0.9 1.25 1.75 2.6 COLOR PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED J t= II FEAI 8F _ 1' 3' 5' 84 PROJECT: ETIWANDA ESTATES BY: MLD _ _ sH 2' 4' 1' r 8'# STATIC PRESSURE HIGH: 70 _ 31 I 8T - 3' 5' 5' 9't 8Q 2' S' r r SOURCE OF INFORMATION: RUSSELL 10 r 5' a' 10' SUPPLIER: CUCAMONGA COUNTY 10H - 2' 6' 8' 10 a' » PHONE NUMBER: (909) 987-2591 � Date r IOT - 2' a' r 10.11 VALVE STATION/GPM: STATION: 4 GPM: 25 O F C P►� _ CLEAN BACKFILL-SEE 100 r 5' 8' r Z SPECS.FOR MATERIAL. I 90%COMPACTION REQUIRED 12F _ - - 10'1t 5' r 8' 124 ITEM: P.S.I. LOSS: 12TQ V 3' 5' r 10' 10' N 12TT - - 2• 3' 5' 9' 11' ,z: WATER METER SIZE: 11/2" 0 25 GPM 1.30 ,2H - - 4' 3' a' 10' 12'#I 12'11 BACKFLOW DEVICE: 11/2" 0 25 GPM 12.00 PROVIdE 6"MIN.OF SAND 12T - 2' 6' 4' IV IV# „ BEDDING AND SHADDING 120 - g' ,2'4 FLOW SENSOR: 11/4 @ 25 GPM 0.90 ' • • . . ' • 15F - - - 0 - 5' r 1 r 13'1I MASTER VALVE: 11/2" @ 25 GPM 0.73 iT 15TQ - - - - 6' 8' a' 15'11 GATE VALVE(S): 3 21/2" @ 25 GPM 0.50 _ .`.' 15TT - ,� - 5' 6' s' 1z 15'11 GPM 3.55 • MAINLINE (CL. 315): 21/2" 1171 L.F. 25 - _ • • • •- • • 15H 1' 4' 5' s' ,r 12' AUTOMATIC VALVE SIZE: 2" @ 25 GPM 3.25 15T - - 3' 4' S. ,2 ,5'+� ,5' DESCRIPTION OF REVISION :. CONTROL WIRE SLEEVE ISO T - 2' 5' 6' ,r 1 2' LATERAL LINE SIZE: 3/4" 67 L.F.@ 8 GPM 2.51 DATE APPROVED ,SSA - - - r ,2x,2 14X14' 20X20' 23X23 ," 46 L F. 12 GPM 0.74 Y o f R A N C H O C U C A M O N G A • -• SIZE PER PLAN.INSTALL 17SST - - - - - 0X18' 0X10' 16X16' 9X30' 11/2" 10 L.F.@ 25 GPM 94$ C I T ADJACENT TO PRESSURE N SUPPLY LINE 15CST - - - - 4X27 4X29' 4X39' 9X24' 25.56 • • • : : I 15SST _ _ - 4X12' 4X24' 4X2r 4X3-' 4X40' 15EST 4X14' 4X16' 4X20' I - - - 4x18' IRRIGATION HEAD PRESSURE: 25.00 TRACT 16116 PRESSURE SUPPLY LINE 5F 3" 4" t' 2' 3' SLEEVE ROFP TWICE ESS 5H-B 5" 10" 11 2' SYSTEM LOSSES SUBTOTAL: 50.56 LANDSCAPE IMPROVEMENTS DIAMETER OF PRESSURE 5Q-B 5" 10" 3' 1' FITTING LOSSES (5% OF SUBTOTAL): 2.53 I SUPPLY LINE. 5CST-B 7" 14" 3' 5' ELEVATION LOSSES/GAINS (ECFV. X .433) +(2.62) 6'1 YP. 111E-SLA _ 6" 5' 1' 4' 6' 14' 16'11 t6H-su 6" t' r 5' ,o• 13• 10' EAST AVE. 8L BANYAN ST. NON-PRESSURE LATERAL 10QSLA 6" 2' s 3' 1z 16'11 16'11 TOTAL SYSTEM LOSSES: 55.71 UNE SLEEVE-SIZE TWICE AVAILABLE PRESSURE (LOW): 70.00 DIAMETER OF NON-PRESSURE 22F-SS - - - 8' 1' 4' 6' 1 r 214 NOTES: LATERAL LINE 22H-SS - 4" 1. 3" 5' 12' is, IV (-} DEFICIT OR (+) RESIDUAL PRESSURE: (+)14.79 IRRIGATION DETAILS 1. ALL SLEEVES TO BE SCH.40 PVC. 22Q-SS 6" V 6' t1V 157 20'11 22'11 2 EXTEND ALL SLEEVES 12'BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. #RECOMMENDED NOZZLE/SCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. APPROVED BY: _ _ DATE: p 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS. REFER TO CITY NOTE: SCREENS WERE TESTED AT 5OPSI FOR,0 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS. -�-�/ SSSD.NO.120 MCTURAL IN.rTO36'MAX.DEPTH TO TOP OF PIPE BELOW DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUNTIMES. CI 1 i ENGINEER eu RCE No.2495 DESIGN ARCHITERRA DE IGN GROUP RECO DED SLEEVING DETAIL PCs SCREEN CHART PRESSURE LOSS CALCULATION MLD LANDSSTEPLANNING TURF 10621 CHURCH STREET,SUITE 106 RANCHO CUCAMONGA,CA 91730 SCALE: N.T.S. RC #533 SCALE: N/A SCALE: N/A SCALE: DRAWN (909)484-2800 FAX: (909)484-2802 SHEET L-7 - MLD CHECKED DRAWING NO. JAF DATE 9/26/04 RLA No. 28341 ,876-L SHEET OF PLANTING NOTES: 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND ' SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS. S-1 S-1 44 19 � 50 2t � , 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOA_PREPARATION,PLANT PIT REQUIREMENTS,STAKING AND BACKFILL - - - - - - - - - - - - - - - - - REQUIREMENTS. 3. CONTRACTOR SHALL FAMILIARIZE HINSELFMERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES,ETC.,AND SHALL TAKE SOLE /000� S-2 S-4 S-8 T'3 S-9 S-3 S-5 S-4 T-3 S-9 S-8 S-3 S-1 S-4 S-9 S-5 S-3 RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGROUND FACILITIES. 8 7 30 15 3 22 3 29 30 15 2 AN N ST 23 30 19 61 30 30 9 6 ' PLANTING SHALL BE WITH THE OF THE SPRINKLER HAVE O 4. OMPLETED,FINAL GRADDEESNHAVE BEEN ESTABLISHED,OITHEPLPLA)NTING AREAS HAVE BEEN PROPERRL GRADED AND PREPAARED AS SPECIFIED, J AND THE WORK APPROVED BY THE CITY. . . . . . .. . . . . . Elf if 5. ALL PLANT R SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION.ITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO ION. FINAL LOCATION . . V ♦ ♦ . ♦ ♦ ♦ ♦ . ♦ ♦ ♦ . ;< ��� ♦ . . .- . . . . . . OFA PLL LANMT MATERIAL AL SHALL BE APPROVED FOR QUAL 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, W THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT O 1 ' U) DUPLICATE OF ORIGINAL WORK OR PLANTS.UNLESS OTHERWISE APPROVED BY THE CITY. 1 1 + + + + + + + + + + + + + + + + + + + +�+ + + + + + + / / + + + + + t + + + +-+ + + + + + + + + + + + + + + + + + � _ _ � 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL B 1 Q GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. t , 1! Q 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE O 1 LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. 0 t J 00 1 ® 12 I W 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. / ' 1 `� Z Z I 1 a , i V-2 .1 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED Z 10 1 ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED 1 1 26 V RATES PER 1,000 SQ.FT. Q t is O�' 4 CY.NITROGEN STABILIZED SAWDUST 120 LBS GYPSUM 1 �-- t ~ 1 e Q 125 LBS GRO-POWER PLUS co � i r t W r 1 ` 1 t t , 11. LANDSCAPE AREAS SHALL RECEIVE C OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLED INTO EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR W t SHALL SUBMIT A SAMPLE FOR THE CITYS APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM 1 1 EARTHWORKS SOIL AMENDMENTS ' NORCO, CA (909)538-3321 1 XER. REF. 1.1 PLANT LEGEND SYMBOL CALL-OUT BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS QUANTITY TREES T-1 Koeheuteria bipinnata Chinese Flame Tree 24"box Per Plan Multi-trunk 0 ■ T-2 Geijera parviflora Australian Willow 15 gallon 20'o.c. Standard 0 ■ T-3 T-3 T-3 Lagerstroemia indica'Muskogee' Lavender Crape Myrtle 24"box 20'o.c. Standard 28 ■ 15 1 15 1 ■ S-1 ■ T-4 Eucalyptus sideroxylon'Rosea' Red Ironbark 5 gallon 30'o.c. Standard 0 ■ 24 30 25 ■ T-3 S-3 6-5 S-1 S-8 S-9 S-5 S-3 S-4 S-9 S-9 S-5 S-8 S-4 S-3 J W ■........ ...,15 11 11 16 60 , 30 30 30 21 30 7 7 26 30 15 8 ■ o .. ... .. . .. ANY N S ■ W SHRUBS ........ ■ W S-1 Amleria maritima Common Thrift 1 gallon 18'o.c. 245 x _ s . . . S-2 Hem Ill _ hybrtds(evergreen) Dayhly 1gallon 24 o.c. Yellow bkxxn 8 ■ W ® S-3 Mahonia repens Creeping Mahortia 5 gallon 36"o.c. 68 ■ ■ e S-4 Nandna domestica'Compacta' Heavenly Bamboo 5 gallon 36"o.c. 112 + + + + + + + + + + + + + + + + + + + + + + + + + + + + +Q + + + + + + + + + + +�+ + + + + + + + + + + + + + + + + +/ / / 0S-5 Phomrium tenax Jack Spratt' New Zealand Rax 5 gallon 24 o.c. 110 W 10 9 F 8 ■ m OS-6 Grevillea'Noelhi' GreAlea 5 gallon 60"o.c. 0 Z ; W O S-7 Pittosponmr tobira VAvelers Dwarf Wheelers Dwarf Pittosporum 5 gallon 48"o.c. 0 _ V-2 ■ J rD+ S-8 Rhaphiolepis L'Ballerina' Ballerina India Hawthorne 5 gallon 36"o.c. 120 ■ VINE NOTE {TYPICAL): 21 V (S)S-9 Santolina rosmaWoiia Green Lavender Cotton 5 gallon 36"o.c. 119 VINE SHOWN ON BACK OF WALL AND PILASTER i- S-10 Leucophyllum fnrtescens Texas Ranger 5 gallon 48"o.c. 0 Q FOR CLARITY ONLY. CONTRACTOR TO PLANT ■ O VINES ON FRONT OF FENCE,WALL OR COLUMN. ■ Q Compacta' ■ , ■ � VINES i ■ 'A V-1 Macfadyena unguis-cati Cat's Claw 5 gallon 15'O.C. Train to wall 0 ■ See detail G, ■ Sheet L-10 ■ ■ A V-2 Parthenocissus tricuspidata Boston Ivy 5 gallon 15'o.c. Train to wall 47 ■ P/L ■ GROUND SLUMP BLOCK WALL ■ COVERS 4 � 4 q Q b d ® Lantana montevidensis Lantana 1 gatbn 18"o.c. 0 6 a XERISCAPE ASSESSMENT SYSTEM SUMMARY MULCH NOTE: Trachelospermum jasminoides Star Jasmine 1 gallon 24"o.c. 0 CONTRACTOR BrAMUM *TRACT 16116 LANDSCAPE IMPROVEMENT* SHRUB AREAS,1-1 2"IN GROU DC VER AREAS.L INSTALL A 4'LAYER OFi MULCH SHALL BE WOOD MOOMPOIRED�,►� MULCH IN ALL ' ; REFERENCE CLAIMED FIBER MATERIAL AS MADE BY EARTHWORKS,NORCO, 909 538-3321. SUBMIT SAMPLE OF MATERIAL PRIOR TO PURCHASE AND/OR PLACEMENT POINTS Sheet#lRef.#j FOR CITY INSPECTOR'S APPROVAL. I. LANDSCAPE(Point Value) 6" 6" 6"411f 1, 1. Water conserving plants.(20) 20 L-811.1 MOWSTRIP MOWSTRIP WALL FOOTING NOT BANYAN ST. VV 12'-0" 3'-0' IN PUBLIC RNV 2. Turf limited to 25%(45%residential).(20) 20 L-W.2 PLANTER EQUESTRIAN TRAIL 0 LAkFFfR OR COBBLE 3. Plants grouped by watering need.(10) 1d L�/1.3 . . SHEET KEY MAP 20-0 4. Hardscape(rron-irrigated)surfaces.(10) 10 L-811.4 5. Permeable paving.(5) 5 L-811.5 afiMArt ST. J SECTIONA-A- BANYAN ST. 6. Low-water turf varieties.(5) - 7. Mulch provided in non-ground cover areas.(5) 5 L-811.6 ' . + 1 ' DESCRIPTION OF REVISION 8. Soil amendments.(5) 5 L-811.7 I DATE APPROVED ITY of RANCHO CUCAMONGA- N.T.S.Total Points Claimed: (Minimum Points Required: 60) TRACT 16116 SYMBOL LEGEND . - - - - - i - - - - - $LUL GUM°R ; LANDSCAPE IMPROVEMENTS w, TREESI 1 a T- ` � <, �� EAST AVE. 8 BANYAN ST. CALL-OUT , _ + SYMBOLSCALE. 1 _ 20, PLANTING PLAN - - - -�: � APPROVED BY: DATE: Underground Service Alert SIZE _ (gal./box/BTF) QUAD PLAN CROSS REFERENCES ���° S� APF , CITY ENGINEER RCE No.24 Call: TOLL FREE ��a urnk,�a� 9C, DESIGN ARCHITERRA D IGN GROUP RECO ED SHRUBS ,� r' �'' HH LANDSCAPE ARCHITECTURE SITE PLANNING FOR NOTES AND LEGENDS, SEE THIS SHEET w " 10621 CHURCH STREET, SUITE 106 DRAWN RANCHO CUCAMONGA,CA 91730 SHEET 1 -800 FOR DETAILS, SEE SHEET L-10 s31/104 --* HH (909)484-2800 FAX: (909)484-2802 L"-8 CALL-OUT FOR SPECIFICATIONS, SEE SHEET L-12 _ 422-4133 SYMBOL FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 ��, t'° ��P FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-5 �rF o F c A``�o�. CHECKED 1�26�04 RLA No. 2634 DRAW I�G N0. TWO WORKING DAYS BEFORE YOU DIG QUANTITY DATE JOB No 0250 - L SHEET OF I EFT r MATCHLINE DD - SEE BELOW LEFT PLANT LEGEND 1 7 e GC-2 1 J ' 22 e 29 SYMBOL e CALL-OUT BOTANICAL NAME COMMON NAME SIZEPS ACING COMMENTS QUANTITY W N BLUE GUM DR. ' W ' S-7 S-10 TREES 14 4 T-1 Koetreuteda bipinnata Chinese Flame Tree 24"box Per Plan Multi-trunk 3 W M ATC HN�E 'E E' - SEE BELOW L E FTS T-2 Gei;era parviflora Australian Willow 15 gallon 20'o.c. Standard 20 W ' BANYAN ST. � ' t GC-2 1 e T Lagerstroemia indica'Muskogee' Lavender Crape Myrtle 24"box 20'o.c. Standard 3 t 45 a S-7 T4 Eucalyptus sideroxylon'Rosea' Red Ironbark 5 gallon 30'o.c. Standard 23 r` a T-4 •' T-3 t e 6 m a 5 3e I ° 15 3° V-2 GC-2 ..................................... e ° 15 a 10 5 t SHRUBS _ e �_• S-2 °. ilii .;.: 1 D S-2 I S-1 Armeria maritima Common Thrift 1 gallon 18°o.c. 0 D S I I 49 50 S-6 t ° 0 S-2 Hemerocallis hybrids(evergreen) Daylily 1 gallon 24'o.c. Yellow bloom 293 10 I t ° S-6 (D Mahonia repens Creeping Mahonia 5 gallon 36"o.c. 0 18 ° a S-6 , � 1 • • 7 sT ° e •°� �II � 18 ', ' ' 1 • e - T_1 ° S-2 °f t 1 e S-4 Nandina domestica'Compacta' Heavenly Bamboo 5 gallon 36"o.c. 0 a e 24 3 D ; a 33 T-4 t r ° t e t OS-5 Phomrium tenax Jack Spratt' New Zealand Flax 5 gallon 24"o.c. 43 5 6 GC-2S-6 1 D O S-6 Grevillea'Noe1Hi' Grev�lea 5 gallon 60"o.c. 88 • i 53 1 48 a GC-1 >: 1 OS-7 Pittosporum tobira'Wheeler's Dwarf Wheeler's Dwarf Pittospomm� 5 gallon 48"o.c. 134 1 . e • 1 D 91 41 a T-4 r Q ; E)S-8 Rhaphiolepis i.'Ballerina' Ballerina India Hawthorne 5 gallon 36"o.c. 29 D 5 6 • N V-2 e t F-- : O S-9 Santolina rosmarinifolia Green Lavender Cotton 5 gallon 36"o.c. 0 GC-1 19 I ♦^ 105 a S-7 v J O S-10 Leucophyllum frutescens Texas Ranger 5 gallon 48"o.c. 33 10 Q E Compacta' r ° VINE NOTE (TYPICAL): ° . W VINES ° VINE SHOWN ON BACK OF WALL AND PILASTER • ° FOR CLARITY ONLY. CONTRACTOR TO PLANT I T-4 t ° A V-1 Macfadyen unguisca6 Cats Claw 5 gallon 15'o.c. Train to wall 12 See detail G, 8 e ° •• VINES ON FRONT OF FENCE,WALL OR COLUMN. I 5 g t D Sheet L-10 e 28 I ° t I :• V-2 Partfnenocissus tricuspidata Boston Ivy 5 gallon 15'o.c. Train to wall 70 ° ( S-10 1 S-2 ° T-2 7 1 %v \2D5 GROUND z. 47 ° , 15 5 1 t fCOVERS ° I 1 • 1 ° e GC-1 Lantana montevidensis Lantana 1 gallon 18"o.c. 560 ° 18 � 1 1 e � e I 1 S-7 ° e i U� ; e I 1 s g GC-2 Trachelosperrnum jasminoides Star Jasmine 1 gallon 24"o.c. 764 e S-7 7 t e 1 e • e g Q t 47 t t e I ' e GC-2 1 t e i ;;r S-7111 O0 1 e V T MULCH NOTE: d 98 �/� t e 10 1 S-10 CONTRACTOR SHALL INSTALL A 4"LAYER OF CHIPPER MULCH IN ALL • V! t SHRUB AREAS,1 112"IN GROUNDCOVER AREAS. MULCH SHALL BE WOOD o eFIBER MATERIAL AS MADE BY NOR 538-3321. GC-1 > 4 Q t t 7 SUBMIT SAMPLE OF MATERIAL PRIOR TO PURCHASE AND/ORR PLAC AND/OR 4 p 98 Q ul t I 1 , FOR CITY INSPECTOR'S APPROVAL. G7 A • t Q D 1 + 1 • �--- } S-8 1 1 S-2 a P11::� 0- t 11 1 Q Qri. S-5 N 1 D y S-6 S-7 W + 23 1 18 I \,t - 8 I a v6 „ A + 1 t 4 e �• ° T-2 1 t W t o ° 15 5 + GC-2 1 \ a a 78 t B 1 Q D ' ' r RIVER ROCK RAISED L] P • :� Q s 84 PLANTER a p . 1 • I 12 • — — — — — — 31 ♦♦^^ s p D v! I GC-2 , EASE NT e 175 1 Q ` 44 A W O. e S-7 t \ S-7 1 a 10 1 I ♦ \ STUCCO FINISH WALL , 90 GC-2 a GC-2 \ D 74 12 46 ° r n T-2 — — — — ♦ .. • S-8 15 5 END OF PROJECT PWALL RIVATE PROPEON RTY I + I A S-10 1 + 9 I t e 3 + t • S-5 t 4 + 20 1 t> + 1 GC-2 + GC-2 , e WALL FOOTING NOTQ. 1 IN PUBLIC RNV 26 a 12 I 1 e SIDEWALKT-0• e 1 e S-7 COBBLE OR PLANTER p . e r 1 e 10 PLANTER 221-0. N V-1 e t e ,y. 3 1 e SECTION B-B- EAST AVE. T v>' ...... -,= E ABOVE RIGHT - S-7 1 e :: . CL,LINE CC - SE 8 t e SHEET KEY MAP MAT — + r + ' S-8 , • r • 9 I 1 I I 1 + • 1I I 1 1 DATE APPROVED . , S-2 1 s-10 � DESCRIPTION OF REVISION + • • 1 + • . 32 7 CITY of RANCHO CUCAMONGA- N.1,S. I 1 • . I t S-7 I • t =t 4 _ 6U TRACT 16116 SYMBOL LEGEND e GC-22 , LANDSCAPE IMPROVEMENTS 119 ' EAST AVE & BANYAN ST. TREES MATCHLINE 'EE' - SEE ABOVE RIGHT �� w ' CALL-OUT — _ SYMBOL _ SCALE: 1 - 20 PLANTING PLAN _ Underground Service Alert SIZE APPROVED BY: DATE:(9 allbox/BTF ) QUANTITYSC PLAN CROSS REFERENCES "° rurn CITY ENGINEER RCE No.2495 �, a �� Krurr►h,��ae 9°y DESIGN ARCHITERRA DESIGN GROUP REC C Call: TOLL FREE SHRUBS BLUE GUM D R %. LANDSCAPE ARCHITECTURE � � HH SITE PLANNING FOR NOTES AND LEGENDS, SEE SHEET L-8 - 10621 CHURCH STREET, SUITE 106 1 -800 CALL-OUT FOR DETAILS, SEE SHEET L-10 DRAWN RANCHO CUCAMONGA,CA 91730 SHEE-1 L 9 1►„� FOR SPECIFICATIONS, SEE SHEET L-12 ?�"04 '>k HH (am)484-2800 FAX: (sos)484-2802 – news to 422-4133 SYMBOL >_ �� FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-3 s� _177 CHECKED RLA No. 2834 DRAWING N0. QUANTITY MATCHLINE DD - SEE ABOVE RIGHT FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-6 ATF OF CA����� JAF -1, DATE 1/26/04 JOB No TWO WORKING DAYS BEFORE YOU DIG SHEET OF i I' ;;RIATER -,-AN TAMET TVIVG ;LAK ,.R9NOVFMIRSERY STA,ClS 2.STAKES TO BE PLUMS AND PARALLEL ].STAKE TREE PERPENDICULAR TO PREVAILING WIND NEW RUBBER HOSE OVER WIRE j AT POINT OF CONNECTION �./ N GILV. 3?EEL CABLE SPACED ^ ^� �� ) w E EOUALL.Y AROUND TREE - ` _ ,� v DOVER wDTti 3/4" DIA. x 3' `,J` HALF OF SPACING TOr OF 4007WL TO CLASS 200 WHITE PVC RP'. � REQIAREMENT EXTEND Y ABOVE V LIMIT OF PLANTER AREA ERTEN GRADE v TIGHTLY COMPACTEDTSEIIMTOFORM /Vl FINISHDEPRESSED WATERING BASIN. 4"OF COMPACTED VIDOO CMP MULCH. v HAFVMAPINC(CONCRETE HEADER, EOl1Al � I�POF9nV(ESBELOW �� 4'WOODCHIPMULCH. TURNBUCKLE (TYP.) TURF AREAS. SPPECIESTGROWTHHABIT PEFFATTS. TOP OFROOTBALLTO MANTRUNK EXTEND Y ABOVE �� CURB 8 GUTTER,SIDEWALK,ETC.) MSH GRADE TIGHITLY� wCOMPACTE TIM FINISH GRADE TURF T (�j SETS of CIIICII nE5 SPACED 2M' \JV Vv RESIDENTIAL AND GROUND APART,ATTACH WITH GALVANIZED SCREWS TO!LODGE POLES COVER imrALLARONS. 12' 4'DM.LODGE POLE POE STAKES r w CHIP WITH WOOD PRESERVATIVE STAIN, CH 1N PLANTER DRIVE A MINK".UM OF INTO UNDISTURBED SOIL AND POSITION STAKES OUTSIDE ROOT BALL -- - e ARBOR GUARD N TURF AREAS AND k 1 - FRONTF YARDS TOOT BALL -� TOP OF ROQIBALL TO EXTEND 2' ,- EQU � ? ABOVE FINISH GRADE. TIGHTLY COMPACTED T SERA TO FORM } I i 1 I = III---1 I I_-1 I WATERING BASIN FOR RESIDENTIAL AND . _. I ROOT BALL GROUND COVER INSTALLATIONS.LOCATE I - WIDTH OF THE BE T BALLS THE •/�` I I L I OUTSIDE OF PLANT PIT.BERMS N TURF ^ Ifl I I AOCAEPPTTASNCEBE REMOVED PRIOR r0 CRY ... NATIVE SOIL �� ��� rwfFl I _ -- SHOVEL CUT EDGE COMPACT Io ROCKS GREATER I`lI I_I�- I—TC—' I1 II !THAN S' DIAMETER. l ©�-�I j NOTE: ilk f II LIE I (F.111 I . II oEARTH �,,, h �l I tl. -I IIF9lF_7l�1IF IICII— i - 68—DTS)TOTAL SYSTEM NATIVE BACKFILL WITH NO 1.ALL SHRUBS AND GROUND COVER TO�PLANTED AT EQUAL EOEROCKS GREATER THAN 3' SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON b-'111 11� vT 111=1L1�L1l �ll I DIAMETER- PLANS SEE LEGEND FOR SPACING REQUIREMENTS. PLANT PR TO BE 2 T L TIMES THE WIOTri OF ROOT fALL. NATIVE BAQTFNl WITH NO UNDISTt1R@EC NATIVE 9011- I ROCKS GREATER THAN X DIA UNDISTURBED NATIVE 901E 2.WHERE PLANTED ADJACENT TO WALLS,WALKS, COVE OR NOTES I �M�BEIMI�TNT D AT ALL ONE-HALF THE DESIGNATED SPACING I ��TO PUF�HASEIPLACEMENT OF THE MULCH.THE CONTRACTOR SHALL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. NOTES; FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND IIT 1 I 21 I ( I( I' NATIVE SOIL UNDISTURBED 1.UNTANGLE MATTED ROOTS 13Y LOOSENING ALL ROOTS AT EDGE INTO EDGES AT GROUND COVER AREAS. I � 'f ''I I I I{ I I Iltlrr% OF ROOT BALL.DO NOT CRACK ROOT BALL. g SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. NOTES: OF PLANT MATERIALS PLANT QUANTITIES INDICATED ON THE OF THE CROWN OF A WOODY PLANT. ,. INSTALL GUYS HAND TAUT TO TWICE aoor BALL WIDTH _1 LEGEND ARE ESTIMATES ONLY. 4. PLACE NO MULCH WITHIN A 6'RADIUS OREWNT DEFORMATgN OF LIMBS. 2- VIIR- SHALL W CLAMPED OR CRIMPED NOT TVIHSTEO. TOP VIEW TREE GUYING TREE PLANTING SHRUB PLANTING SHRUB SPACING MULCH LAYER SCALE: N.T.S. RC # 503 SCALE: N.T.S. RC # 502 SCALE: N.T.S. RC # 506 SCALE: N.T.S. RC # 508 SCALE: N.T.S. RC # 509 STORM DRAINIUNDERGROM UTILITIES i PLANTING NEAR ROCKSCAPE NOTE: , Z SIDEWALK _ _ _ • M I S.L. 1. SHRUBS MUST BE PLAITED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER SPACING IIL AWAY FROM WALKS,WALLS,CURBS,AND OTHER HARDSCAPE ELEMENTS(EXCEPT FOR s ROCKSCAPE,WHICH ALLOWS FOR SHRUBS TO BE PLANTED CLOSER, 12"MIN.). MASONRY WALL-SEE CURB AND GU1TE METER 10' S v CONSTRUCTIONIARCHITECTURAL * * I w 3. TREES MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR MINIMUM PLANTER WIDTH PLANS FROM WALKS,WALLS,CURBS,AND OTHER HARDSCAPE ELEMENTS WHERE PLANTING SPACE IS RESTRICTIVE,TREES WHICH WOULD OTHERWISE REQUIRE 8'OR GREATER PLANTING SPACE MAY BE PLANTED WITHIN 4'OF ROCKSCAPE,PROVIDED THAT THEREPLASTIC VINE BUTTONS; ATTACH ; ' - - ' - ' - - - - - z ARE NO OTHER ELEMENTS BEYOND THE ROCKSCAPE(SUCH AS WALKS,WALLS,OR VINES WITH NURSERY TIES. SIDEWALKkis CURBS). WHERE POSSIBLE TREES SHOULD HAVE THE RECOMMENDED CLEAR PLANTING p HH I DRIVE S.L. o ARAE S RECOMMENDED ON THE CITY'S TREE LIST. WHERE PLANTING AREAS ARE ' . APPROACH d DU—CED BY ROCKSCAPE TO A DEGREE WHERE THESE STANDARDS CANNOT BE VINE PLANTING LOCATION CURB AND GUTTEI FOLLOWED,THEN IN THE INTEREST OF PROVIDING TREES,WE CAN COMPROMISE ON THE 5 5' 10' 10' PROXIMITY OF THOSE TREES TO ROCKSCAPE. TREES MAY BE PLANTED WITHIN 2'OF a • IN. MI ROCKSCAPE BUT MUST STILL RESPECT CLEARANCES TO OTHER ITEMS MENTIONED UNDERGROUND ABOVE. TREES REQUIRING A MINIMUM 2'PLANTING AREA SHOULD NOT BE PLANTED CATCH BASIN CLOSER THAN 1',JUST TO AVOID TOUCHING THE ROCKSCAPE AND HEADER WITH THE m I NCH VAULT. TRUNK. - NOTES: * 1. TREE SPACING SHALL OONFORM TO PLANS APPROVED BY THE CITY ENGINEER 2. ALL TREES IN THE R.O.W.ARE SUBJECT TO LINE.OF.SIGHT CRITERIA AS APPROVED BY TRAFFIC ENGINEER. 3.AT ALL LOCAL RESIDENTIALILOCAL RESIDENTIAL INTERSECTIONS PLACE 1st PARKWAY TREE AT A MIN.OF 25'FROM BCR OR ECR. 4.MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND FACILITIES.IN ADDITION MAINTAIN 10'FROM CENTER OF TREE TO ALL UTILITY OWNED WATER&SEWER LATERAL LINES. NOTE: 5.TREES SHALL NOT BE LOCATED ON PROPERTY LINES. VINE ATTACHMENT w/ BUTTON DETAIL FOR THE MACFADYENA ONLY. NOT 6.STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE NEEDED FOR THE PARTHENOCISSUS. ENGINEERING DIVISION. 7. EET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY S'ANDARD PLANS. HARDSCAPE PLANTING NOTE VINE ON WALL W/ BUTTONS TREE PLACEMENT SCALE: WA SCALE: N.T.S. SCALE: N.T.S. RC # 501 SCALE: SCALE: *�p S C A PE iso �Umw� a W m I" U (Al f7 g um _ 4 .k tp ZW tO♦ P Date DESCRIPTION OF REVISION DATE APPROVED CITY of RANCHO CUCAMONGA TRACT 16116 LANDSCAPE IMPROVEMENTS EAST AVE. & BANYAN AT. PLANTING DETAILS APPROVED BY: _ DATL:� CITY ENGINEER RCE No. 24953 DESIGN ARCHITERRA DESIGN GROUP REC DED HH LANDSCAPE ARCHITECTURE SITE PLANNING 10621 CHURCH STREET,SUITE 106 SCALE: SCALE: SCALE: SCALE: DRAWN RANCHO CU0 FAX: ( 0 )4GA,CA 4-280 SHEET L 10 (909)484-2800 FAX: (909}484-2802 _ HH CHECKED RLA No. 2834 DRAWINL-NO. JAF DATE 1/26/04-JOB No. 250` 1 $7 to- SHEET OF SPRINKLER IRRIGATION SPECIFICATIONS 2. Provide one controller chart for each controller sequence. d. Pressure rating in P.S.I. 4. Use 9-1/2"x 16"x 11"rectangular box for all electric control valves with the adjoining grade. The Contractor shall set in place,cap and inadequacies of coverage due to deviations from the Drawings,or C. NSF(National Sanitation Foundation)approval installed within on-grade landscaped areas. Carson Industries# pressure test all piping under paving prior to the paving work. where the system has been willfully installed as indicated on the 1419-12B with n bolt-down cover or roved equal. Drawings when it is obviously inadequate,without bringing this to PART 1 -GENERAL 3. The chart shall show the area controlled by the automatic controller f. Date of extrusion al'1' 2. General to under existing walks is done jacking,burin or the attention of the City of Rancho Cucamonga. This test shall be and shall be the maximum size which the controller door will allow. Generally.piping g � g> accomplished before an mond cover is ]anted. 1.01 DESCRIPTION 8. All fittings shall bear the manufacturer's name or trademark,material 5. Use 10"x 10-1/4"round box for all quick coupling valves installed hydraulic driving,but where any cutting or breaking of sidewalks P Y g P 4. The chart is to be a reduced drawing of the actual installed system. designation,size,applicable I.P.S.schedule and NSF seal of approval. within on-structure landscaped areas. Carson Industries No.910-12B and/or concrete is necessary,it shall be done and replaced by the A. Scope of Work: Provide all labor,mMeriah,IIrunpeMation,and services However,in the event the controller sequence is not legible when the with green bolt-down cover or approved equal. Contractor as a part of the Contract cost. Permission to cut or break 8. Upon completion of each phase of work,the entire system shall be necessaryto furnish and install the Irrigationstem as shown on the drawingg is reduced,it shall be enlarged to a size that will be tradable C. PVC Non-Pressure Lateral Line Piping: sidewalks and/or concrete shall be obtained from the City of Rancho tested and adjusted to meet site requirements. DrawiSystem y and described herein. when reduced. N. Sprinkler Heads: Cucamonga. No hydraulic driving will be permitted under concrete 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 paving. 3.07 MAINTENANCE B. Standards: All work and materials shall comply with governing codes,safety, 5. The chart shall be a black line or blueline ozalid print and a different with solvent-weld joints when installed in planting areas. 1. All sprinkler heads shall be of the same size,type,and deliver the 3. Refer to City Standard 120"Trench Repair"when within City streets A. The entire irrigation system shall be under full automatic operation for a orders,standards,and regulations,and meet the minimum requirements of color shall be used to indicate the area of coverage for each station. same rate of precipitation with the diameter(or radius)of throw, susceptible to traffic loads. period of seven(7)days prior to arty planting. the Standard Specifications For Public Works Construction(Green Book)latest 2. Non-pressure lateral line piping installed under paved areas shall be pressure,and discharge as shown on the Drawings and/or specified edition. 6. When completed and approved,the chart shall be hermetically PVC Scbedule 40 with solvent welded joints. in these special provisions. D. Assemblies: B. The City of Rancho Cucamonga reserves the right to waive or shorten the sealed between two pieces of plastic,each piece being a minimum 20 1.02 QUALITY ASSURANCE&REQUIREMENTS mils. 3. Pipe shall be made from NSF approved,Type I,Grade B PVC 2. Spray heads shall have a screw adjustment operation period. compound conforming to ASTM resin specification D1784. All pipe 1. Routing of sprinkler irrigation lines as indicated on the Drawings is A Permits and Fees: The Contractor shall obtain and pay for any and all 7. These charts shall be comT&ftd and approved prior to the final field must meet requirements set forth in Federal Specification PS-22-70 3. Riser units shall be fabricated in accordance with the details shown diagrammatic. Install lines(and various assemblies)in such a 3.08 CLEAN-UP permits and all observations as required. observation of the irrigation system. with an appropriate standard dimension ratio. on the drawings. manner as to conform with the details in the Drawings. Clean-up shall be made as each portion of work progresses. Refuse and excess diff R Mamrfacturcres Directions: Manufacturers directions and detailed drawings D. Operation and Maintenance Manuals: 4. Except as noted in paragraphs 1,2,and 3 of this section(2.01B),all 4. Riser nipples for all sprinkler heads shall be the same size as the 2. Install NO multiple assemblies in plastic lines. Provide each assembly shall be removed from the site,all walks and paving shall be bloomed or washed shall be followed in all cases where the manufacturers of articles used in this requirements for non-pressure lateral fine pipe and fittings shall be riser opening in the sprinkler body. with its own outlet. down,and any damage sustained on the work of others shall be repaired to its Contract furnish directions covering points not shown in the Drawings and 1. Prepare and deliver to the City of Rambo Cucamonga within ten the same as for solvent-weld pressure main line pipe and fittings as original condition. Specifications. calendar days prior to completion of construction,two hard-rover, set forth in section 2.0111 of the Specifications. 5. All sprinkler heads of the same type shall be the same manufacturer. 3. Install all assemblies specified herein in accordance with respective there ring binders containing the following information: detail. In absence of detail drawings or Specifications pertaining to 3.09 FINAL SITE OBSERVATION PRiOR TO ACCEPTANCE C. Ordinances and Regulations: All local,municipal and state laws,and rales D. Brass Pipe and Fittings: O. Sleeving: specific items required to complete work perform such work in and regulations governing or relating to any portion of this work are hereby a. index sheet which states Contractor's name,address,and accordance with best standard practice with prior approval of City of A. The Contractor shall operate each system in its entirety for the City of Rancho rated into and made a art of these Specifications,and their telephone number,and which lists each installed e 1. Where indicated on the Drawings,use red brass screwed Rancho Cucamonga Cucamonga at time of final observation. Any items deemed not acceptable by incorporated p per' eI' gaipmernt gs, pipe 1. Sleeving order hardccape or paved areas for mainline,lateral lines the City of Rancho Cucamonga shall be reworked to the complete satisfaction provisions shall be carried out by the Contractor. Anything contained in and material item including names and addresses of conforming to Federal Specification#WW-P-351. or control wiring shall be Schedule 40 P.V.C.or approved equal. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt dost and of the City of Rancho Cucamonga. these Specifications shall not be construed to conflict with any of the above manufactures local representatives. rules, regulations,or requirements of the sane.However,when these b. Catalog and parts sheets on every material and equipment 2. Fittings shall be rod brass conforming to Federal Specification#WW - P. Vandal Resistant Controller Enclosure: moisture before installation. Installation and solvent welding Specifications and Drawings call for or describe materials,workmanship,or item installed under this Contract. P-460. methods shall be as recommended by the pipe and fitting R The Contractor shall show evidence to the City of Rancho Cucamonga that the construction of a better quality,higher standard,or larger size than is a Guarantee statement. 1. Controller enclosure shall be of size and type shown on the Irrigation manufacturer. City has received all accessories,charts,record drawings,and equipment as aired b the above rules and regulations,the visions of these d. Complete tin and maintenance instructions on all E Co Pi and Fittings: Drawings and Irrigation Detail sheet. required before final site observation can occur. req YPro P operating PPce lx t's� t'� g Specifications and Drawings shall take precedence.. major equipment. 5. On PVC to metal connections,the Contractor shall worm the metal 1. Pipe: Type K,hard tempered. 2. A backboard shall be secured to the controller enclosure housing to connections first. Teflon tape or approved equal,shall be used on all 3.10 SITE OBSERVATION SCHEDULE D. Explanation of Drawing-: 2. In addition to the above mentioned maintenance manuals,provide vide a base for mounting the automatic sprinkler controller and threaded PVC to PVC,and on all threaded PVC to metal joints. Light P lens' g P wrench pressure is all that is required. Where threaded PVC A. The Contractor shall be responsible for notifying the City of Rancho the City's maintenance personnel with instructions for major 2. Fittings: wrought copper,solder joint type. terminal strip. Cucamonga in advance for the followin observation meetings,accordingto 1. Due to the Scale of the Drawings,it is not possible to indicate all equipment and show evidence in writing to the Ci of Rancho connections are required,use threaded PVC adapters into which the n g 1� � P g City i may be solvent welded. the time indicated: offsets,fitting,sleeves,etc.,which may be required. The Contractor Cucamonga at the conclusion of the project that this service has been 3 Joints shall be soldered with silver solder,45%silver,15%copper, 3. A 117 volt duplex box shall be provided with an On/Off switch,and a pipe Y shall carefully investigate the structural and finished conditions rendered. 16%zinc,24%cadmium,solidus at 1125°F,and liquidus at 1145°F. 117 volt receptacle. Metal conduit shall run from the 117 volt supply 1. Pre-Job Conference-7 days affecting all of his work and plan his work accordingly,furnished to the controller housing. All power within the housing shall be E Line Clearance: such fittings,etc.,as may be required to meet such conditions. E Equipment to be Furrtished: F. GateValves: properly phased. 2. Pressure supply line installation-24 hours Drawings are generally diagrammatic and indicative of the work to be 1. All lines shall have a minimum clearance of six(6)inches from each PP Y installed. The work shall be installed in such a manner as to avoid 1. Su as a of this contract the followin tools: 1. Ball Valves 1 1/2"and smaller 4. A terminals shall be provided,clearly indicatingthe other and trochee control inches from lines of other trades,with the PPly 1� g ( ) � 1� �� �� exception of the control wire sleeve(s)which shall be installed 3. Lateral line and sprinkler installation-24 hours conflicts between the irrigation system,planting and architectural points of connection of all appropriate wiring(station valves,master adjacent to pressure supply line. Parallel lines shall not be installed features. A. Two(2)sets of special tools required for removing, a. Ball valves shall be a 125 lb SWP bronze valve with threaded valve,common,central control). 1 P pP y 4. Automatic controller installation-24 hours disassembling and adjusting each type of sprinkler and valve ends and shall be equipped with a stainless steel handle. directly over one another. 2. All work called for on the Drawin nates or details such be supplied on this project. b. Ball valves shall be Nibco T-585-70-66 or approved equal. Q. Miscellaneous Irrigation Equipment-gs by ga• �N�P 5. Control wire installation-24 hours furnished and installed whether or not specifically mentioned in the b. Two(2)four-foot valve keys for operation of gate valves. c All Ball valves shall be installed per detail. F. Automatic Controller Assembly specifications. e. Two(2)keys for each automatic controller. 1. Refer to the Irrigation Plans for sizes and of miscellaneous d. One(1)quick coupler key and matching hose swivel for 2. Resilient Wedge Gate Valve 2"and lar m types 1. install as per manufacturer's instructions. Remote control valves shall 6. Pressure supply line and lateral line testing-48 hours g ( ger) irrigation equipment shown on the 3. The Contractor shall not willfully install the irrigation system as every five(5)or fraction thereof of each type of quick be connected to controller in numerical sequence as s 7. Coverage test-48 lours shown on the Drawings when it is obvious in the field that coupling valve installed. a. Resilient Wedge Gate valves shall be epoxy coated and 1 2. All miscellaneous irrigation equipment shall be as specified or Drawings. obstructions,grade differences,or discrepancies in area dime-mioes equipped with a 2"operating nut. approved equal. 8. Final observation-7 days exist that might not have been considered in engineering. Such 2 The above mentioned egniptrnnt shall be turned over to the City at b. Resilient Wedge Gate valves shall be No.403 RT-RW as G. High Voltage Wiring for Automatic Controller obstructions or differences should be brought to the attention of the the conclusion of the project. Before final observation can occur, supplied b Watts or approved equal.g pp y aper eq PART 3-EXECUTION B. When observations have been conducted other than the City of Rancho City of Rancho Cucamonga. In the event this notification is not evidence that the City has received material must be shown to the G All Resilient Wedge Gate valves shall be installed per detail. 1. 120 volt power connection to the automatic controller shall be Cucamonga show evidence in writing of when and by whom these performed,the Contractor shall assume full responsibility for any City of Rancho Cucamonga 3.01 OBSERVATION OF SITE CONDITIONS provided by the Contractor. observations were made. revision necessary. G. Quick Coupling Valves: 1.04 PRODUCT DELIVERY,STORAGE AND HANDLING A. All scaled dimensions are apgmoximate. The Contractor shall check and verify 2. All electrical work shall conform to local modes,ordinances,and union C. No site observations will commence without"As-Built"record drawings. The 1.03 SUBMITTALS 1. Quick coupling valves shall have a brass,two-piece body designed for all size dimensions and receive approval from the Ci of Rancho Cucamonga authorities havingjurisdiction. A. Handling of PVC oral fittings: The Contractor is cautioned to exercise working sure of 150 P.S.I. PI'n' City � J contractor shall not call for a site visit without "As-Built"record drawings, g I g g Pre prior to proceeding with work under this Section. without completing previously noted corrections,or without preparing the A. Material list- care in handling,loading,unloading,and storing PVC pipe and fittings. All H. Remote Control Valves: system for said visit. PVC pipe shall be transported in a vehicle which allows the length of pipe to 2. Quick coupling valve shall be operable with a quick coupler key. Key B. Exercise extreme care in excavating and working near existing utilities. The I. The Contractor shall furnish the articles,equipment materials,or lie flat so as not to subject it to under bending or a concentrated external load size and type shall be as shown on the Drawings. Contractor shall be responsible for damages to utilities which are caused by 1. Install where shown on the DrawiM.. Where grouped together,allow processes specified by name in the Drawings and Specifications. No at any point Any section of pipe that has been dented or damaged will be his operations or neglect. Check existing utilities drawings for existing utility at least twelve(12)inches between adjacent valve boxes. Install each substitution will be allowed without prior written approval by the discarded,and if installed,shall be replaced with new piping. H. Backflow Prevention Units: locations. remote control valve in a separate valve box. City of Rancho Cucamonga. 1.05 SUBS 7TUTTONS 1. Backflow prevention unit shall be of size and type indicated on the C. Coordinate installation of sprinkler materials including pipe,so there shall he 1. Flushing of System: 2. Complete material list shall be submitted prior to performing arty irrigation drawings. Install backflow prevention units in accordance no interference with utilities or other construction or difficulty in planting CONCRT..TE SIMCIFICATIONS work. Material list shall include the manufacturer,model number, A If the Contractor wishes to substitute any equipment or materials for the with the Drawings. trees,shrubs,and ground covers. 1. After all new sprinkler pipe lines and risers are in place and and description of all materials and equipment to be used. Although equipment or materials listed on the Drawings and Specifications,he may do connected,all necessary diversion work has been completed.and PART 1 GENERAL manufacturer and other information may be different, the following so by providing the following information to the City of Rancho Cucamonga 2. Wye strainers at bacldlow prevention units shall have a bronzed D. The Contractor shall carefully check all grades to satisfy himself that he may prior to installation of sprinkler heads,the control valves shall be is a guide to proper submittal format: for approval: screwed boy with 60 mesh monel screen and shall be similar to Bailey safely proceed before starting work on the irrigation system. opened and full bead of water used to flush out the system. #100B or approved equal. 1.01 Description Item No. Description Manufacturer Model No. 1. Provide a statement indicating the reason for making the substitution. 2. Sprinkler heads shall be installed only after flushing of the system Use a separate sheet of paper for each item to be submitted. 3. All pressure main line piping between the point of connection and 3•� PREPARATION has been accomplished to the complete satisfaction of the city of For concrete information refer to the Standard Specifications for Public Works 1 Backflow Preventer Febco 825-Y-BV the backflow preventer shall be installed as required by local code. Rancho Cucamonga. Construction(Green Book: Edition per the City of Rancho Cucamonga). Refer to 2. Provide descriptive catalog literature,performance charts and flow The Contractor shall verify with the local goveming body as to A Physical layout: Sections 4,201,303,and 400,as well as any other sections related to the installation, 2 Automatic Controller Calgene ETI-24-DR charts for each item to be substituted. material type and installation procedures prior to start of L Sprinkler Heads: per and post installation of concrete work,materials,labor,and clean-up. The construction. Submit shop drawing for approval. 1. Prior to installation,the Contractor shall size stake out all pressure Standard Specifications for Public Works Construction is available from: 3 Master Valve Superior 3100 RCV 3. Provide the amount of cost savings if the substituted item is supply Fnes,routing and location of sprinkler heads. 1. Install the sprinkler heads as designated on the Drawings. Sprinkler approved. I. Check Valves: heads to be installed in this work shall be equivalent in all respects BI Building News 4 Btc. Etc. Bic. 2. All layout shall be veal the Ci of Rancho Cucamonga Y �� �' City mor W those itemized. 3055 Overland Avenue 13. The City of Rancho Cucarn nga shall have the sole responsibility in accepting 1. Swing check valves 2"and smaller shall be 200 pound W.O.G.bronze to installation. Los Angeles,CA 90034 Irrigation submittal must be specific and complete. All items must by or rejecting any submittal item as an approved equal to the equipment and construction with replaceable composition,neoprene,or rubber disc 2. Spacing of heads shall not exceed the maximum indicated on the (310)202-7775 listed and should include solvent,primer,wire,connectors.valve, materials listed on the Drawings and Specifications. and shall meet or exceed Federal Specification WW-V--51D,Class A, B Water Supply: Drawings. In no case shall the spacing exceed the maximum boxes,etc. No copies of manufacturer's literature(catalog cuts)are Type IV. recommended by the manufacturer. 1.02 Scope required as submittal information. 1.06 GUARANTEE 1. The irrigation system shall be connected to water supply point(s)of 2. Anti-drain valves shall be of heavy duty virgin PVC construction with 3.04 TEMPORARY REPAIRS connection as indicated on the Drawings. Furnish and install all concrete work complete as indicated on the drawings or as 3. Equipment or materials installed or furnished without prior approval A. The guarantee for the irrigation system shall be made in accordance with the F.I.P.thread inlet and outlet. Internal parts shall be stainless steel specified,including,but not limited to the following: of the City of Rancho Cucamonga may be rejected and the Contractor attached form. The General Conditions and Supplementary Conditions of and neoprene. Anti-drain valve shall be field adjustable against 2. Connections shall be mads at the approximate location(s)shown on 'rue City reserves the right to make temporary repairs as necessary to keep the may be required to remove such materials from the site at his own these Specifications shall be filed with the City prior to acceptance of the drawout from 5 to 40 feet of bead. Anti-drain valve shall be similar to the Drawings. The Contractor is responsible for minor changes sprinkler system equipment in operating condition. The exercise of this right by the A. Furnish and set all reinforcing steel,bolts,and anchors. expense. irrigation system. the Valcon"ADV"or approved equal. caused by actual site conditions. City shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified. B. Install all items required by other trades which are to be cast into concrete.4. Approval of any item,alternative or substitute indicates only that the B. A Dopy of the Guarantee fora shall be included in the operations and J. Control Wiring: C. Electrical Supply: product or products apparently meet the requirements of the maintenance manual. 3.05 EXISTING TREES C. Concrete mow strips,footings for walls,fencing,posts,benches,etc., ere Drawings and Specifications on the basis of the information or I. Except as noted otherwise,connections between the automatic 1. Electrical connections for arty oral all auhomatic controllers shall be applicable. samples submitted. C. The guarantee form shall be re-typed onto the Contractors letterhead and controllers and the electric control valves shall be made with direct made to electrical point(s)of connection as indicated on the Whore it is necessary to excavate adjacent to existing trees,the Contractor shall use an shall contain the following information: burial copper wire AWG-U.F.600 volt. Control wiring installed in Drawings. possible care to avoid injury to trees and tree roots. Excavation in areas where two 1.03 Protection 5. Mannfacturers warranties shall not relieve the Contractor of his control wire conduit within structure shall be made with AWG-TW (2)inch and larger mots occur shall be dote by hand. All roots two(2)inches and liability under the guarantee. Such warranties shall only GUARANTEE FOR IRRIGATION SYSTEM solid copper wire. Pilot wires shall be a different color wire for each 2. Connections shall be made at the appmximate location(s)shown on larger in diameter,except directly in the path of pipe or conduit,shall be tunneled All finished cmcrete work shall be barricaded to pedestrian traffic for three(3)days. supplement the guarantee. automatic controller. Common wires shall be white with a different the Drawings. The Contractor is responsible for minor changes cause We here guarantee that the irrigation stem we have famished and installed is color stripe for each automatic controller. Install in accordance with y under and shall be heavily wrapped with burlap to prevent scarring or excessive Barricade shall be placed imediately after concrete finishing. Contractors furnish, gb actual site conditions. drying. Where a ditching machine is run close to trees having roots smaller than two place and remove all of his own barricades. Contractor shall be responsible for any R RECORD DRAWINGS: fru from defects in materials and workmanship,and the work has been completed in valve manufacturers specifications and wire chart. In no case shall (2)inches in diameter,the wall of the trench adjacent to the tree shall be hand damage to new construction and replacement or repair of the work shall be made accordance with the Drawings and Specifications,ordinary wear and tear,unusual wire size be less than#14. 3.03 INSTALLATION trimmed,making clean cuts through. Roots one(1)inch and larger in diameter shall without added cost to the City. I. The Contractor shall provide and keep up-to-unite a complete nreo, abuse,or neglect excepted. We agree to repair or replace any defects in material or be painted with two coats of Tree Seal,or equal. Trenches adjacent to tree should be set of blueline ozalid rats which shall be corrected oda showing workmanship which may develop during the period of one year from date of 2. Wiring shall ossa the same trench and shall be installed aloin the A. Trenching: ( ) possible, p prints daily, g p y p g peri y g PY g closed within twenty-four 24 tours;and where this is not ssible,the side of the 1.04 Clean-up every change from the original Drawings and Specifications and the acceptance and also to repair or replace any damage resulting from the repairing or same route as pressure supply or lateral lines wherever possible. trench adjacent to the tree shall be kept shaded with burlap or canvas. exact installed locations,sizes,and kinds of equipment. Prints for this replacing of such defects at no additional costs to the City. We shall make such 1. Dig trenches straight attd support pipe oxntimrously on bottom of Upon completion of all concrete work and before final acceptance,the Contractor shall se may be obtained from the Ci of Rancho Cucamonga at cost repairs or replacements within a reasonable time,as determined b the Ci after 3. Where more than one l wire is laced in a trench,the wiring shall trench. Lay pipe to an even grade. Trenching excavation shall follow remove all tools,surplus materials,apparatus,debris,etc.from the site and the site W ileo Y City garep Y City, ( ) P g 3.06 FIF.I.D QUALITY CONTROL rP This set of drawings shall be kept on the site and shall be used only receipt of written notice. In the event of our failure to make such repairs or be taped together at intervals of fifteen(1 5)feet layout indicated on the Drawings and as noted. shall be left in a clean,neat condition acceptable to the City. as a record set. replacements within a reasonable time after receipt of written notice from the City,we A. Adjustment of the System: authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curl shall be provided within three(3)feet of each 2. Provide for a minimum of twenty-four(24)inches rover for all 2. The Contractor shall matte treat and legible notations on the record expense and we will the costs and charges therefore upon demand. wire connection. Expansion curl shall be of sufficient len at each irrigation lines installed under paving or hardscaping. pe pay g Pel pan, length 1. The Contractor shall flush and adjust all sprinkler heads for drawing progress sheets daily as the work proceeds,showing the splice connection at each electric control valve,so that in case of optimum performance and to prevent overspray onto walks• repair, e valve bonnet be brought ht to the surface without 3. Provide for a minimum of twenty-four(24)inches rover for all work as actually installed. For example,should a piece of equipment PROJECT: � ithlbg sure supply lines of three(3)inches or larger in diameter. roadways,and buildings as much as possible. be installed in a location that does not match the plan,the Contractor disconnecting the control wires. Control wires shall be laid loosely PT's PP Y �g must indicate that equipment has been relocated in a graphic LOCATION: in trench without stress or stretching wire conductors. 2. If it is determined that adjustments in the irrigation equipment will 4. Provide for a minimum of eighteen(18)inches rover for all pressure vide proper and more adequate coverage,the Contractor shall manner so as to match the original symbols as indicated in the pm P P q g SIGNED: 5. All splices shall be made with Scotch-Lok#3576 Connector Scaling supply lines of two and one half(2 1/2")inches or smaller irrigation legend. The relocated equipment and dimensions will P� g make such adjustments prior to planting. Adjustments may also then be transferred to the original record drawing plan at the proper Packs,Rainbird Strap-Tite wire connectors.,or approved equal. Make time. ADDRESSED: only one splice with each connector sealing pack. 5. Provide for a minimum of twelve(I 2)inches for all non-pressure include changes in nozzle sizes and degrees of arc as required. lines. 3. Before the date of the final observation,the Contractor shall tramfer PHONE: DATE OF ACCEPTANCE: 6. Field splices between the automatic controller and electric control 3. Lowering noised sprinkler heads by the Contractor shall be valves will not be allowed without nor approval of the Ci of 6. Provide for a minimum rover of eigfitexn(1 S)inches fee all control all information from the"record drawing"prints to a sepia mylar or P PT' h' accomplished within ten(10)days after notification by the City. similar mylar material. Arrangements shall be made through the city PART 2-PRODUCTS Rancho Cucamonga. wiring. for obtaining said sepia mylar or similar mylar material. All work 4. All sprinkler heads shall be set perpendicular to finished grades shall be in waterproof India ink and applied to the mylar by a 2.01 MATERIALS IC Automatic Controller: 7. Refer to City Standard 120"Trench Repair"when within City streets unless otherwise designated on the Drawings. technical pen made expressly for use on mylar material. Such pen susceptible to traffic loads. shall be similar to those manufactured by Rapidograph, Kueffel& A. General: Use only new materials of brands and types noted on drawings, 1. Automatic controller(s)shall be of size and type shown on the 5. Rain Bird UM-CP-PRS valves will be set per manufacturers DESCRIPTION 0 F REVISION Esser,or Faber Castell. The dimensions shall he made as to be easily specified herein,or approved equals. Drawings. R Backfilling: specification so that each lateral operates at design pressure. DATE APPROVED original even on the final controller chart(see Section C). The CITY o f RANCHO C B. PVC Pressure Main lane and Fittings: 2. Final location of automatic contmll s shall be approved b the Ci 1. The trenches shall not be backfilled until all oeynritrd tests are B. Testing of Irrigation System: original mylar"record drawing"plan shall be submitted to the City of � gs� e{ ) T� Y City g g Y Rancho Cucamonga for approval prior to the completion of the of Rancho Cucamonga. performed. Trenches shall be carefully backfilled with the excavated controller chart. 1. Pressure main line piping for sizes 2"and larger shall be PVC Class materials approved for backfilling,consisting of earth,loam,sandy 1. The Contractor shall request the presence of the City of Rancho 315. 3. Unless otherwise noted on the Drawings,the 120 volt electrical power clay,sand,or other approved materials,free from large clods of earth Cucamonga in writing at least 48 tours in advance of testing. 4. The Contractor shall dimension from two(2)permanent points of to each automatic controller location is to be furnished by others. The or stones. Backfill shall be mechanically compacted in landscaped reference,such as building corners,sidewalk edges,mad 2. Class 315 pipe shall be made from an NSF approved Type 1,Garde!, final electrical hook-up shall be the responsibility of the Contractor. areas to a dry density equal to adjacent undisturbed soil in planting 2. Test all pressure lines under hydrostatic pressure of 150 pounds per TRACT 16116 PVC compound conforming to ASTM resins specification D1784. All areas. Backfill will conform to adjacent grades without dips,sunken square inch and prove watertight. intersections,etc.,the location of the following items: I'o'n g Pec sq pm g pope must meet requirements as set forth in Federal Specification PS - L Electric Control Valves: areas,humps or other surface irregularities. LANDSCAPE IMPROVEMENTS a Crnmection to existing water fines. 22-70,with an appropriate standard dimension(S.D.R.)(Solvent-weld Note: Testing of pressure main lines shall occur prior to b. Connection to existing electrical power. Pipe). 1. All electric control valves shall be the same size and type shown on 2. A fine granular material backfill will be initially placed on all lines. installation of the electric control valves. c. Gate valves. the Drawings. No foreign matter larger than one-half(1/2)inch in size will be EAST AVE. & BANYAN ST. 3. Pressure main line for sizes 1-1/2"and smaller shall be PVC permitted in the initial backfill. 3. All t under paved areas shall be tested under hydrostatic d.Routing of sprinkler pressure lines(dunensicm max. 100' F1Pi� piping along routing). Schedule 40 with solvent welded joints. 2. All electric control valves shall have a manual flow adjustment. pressure of 150 pounds per square inch and proven watertight prior 3. Floodingof tranches will be permitted with approval of Ci IRRIGATION SPECIFICATIONS e. Sprinkler control valves. P� IY aPPm h' to paving. f. Routing of control wiring and locations of all splice boxes. 4. Schedule 40 pipe shall be made from NSF approved Type 1,Grade 1 3. Provide and install one control valve box for each electric control of Rancho Cucamonga. g. Quick coupling valves. PVC compound conforming to ASTM resin specification D1785. All valve. 4. Sustain pressure in litres for not less than six(6)hours. If leaks h. Stub-outs for future c rmections. pipe must meet requirements as set forth in Federal Specification PS - 4. If settlement occurs and subsequent adjustments in pipe,valves, ` , /G i. Other related equipment as directed by the City of Rancho 21-70. M. Control Valve Boxes: sprinkler heads,lawn,planting,or other construction are necessary, develop.replace joints and repeat test until entire system is proven APPROVED B Y: v7 watertight. Cucamonga the Contractor shall make all required adjustments without cost to the CITY ENGINEER R CE N o. 24953 5. PVC solvent-weld fittings shall be Schedule 40,11-1 NSF approved 1. Use 10"x 10-3/4"round box for all gate valves. Carson industries city. 5. All hydrostatic texts shall be tads only in the pmsence of the 5. On or before the date of the final field observation,the Contractor conforming to ASTM test procedure D2466. #910-12B with green bolt-down cover or approved equal. Extension General Contractor and the City of Rancho Cucamonga. No pipe shall DESIGN A RCH IT E R RA DESIGN GROUP RE DED shall deliver the corrected and completed sepias to the City of ( ) C. Trenching and Ball Under Pavia sleeve shall be PVC with minimum size of six 6 aches. g g be backfilled until it has been observed,tested,and approved in KPF LANDSCAPE ARCHITECTURE Rancho Cucamonga Delivery of the sepias will not relieve the 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings writing. SITE PLANNING Contractor of the responsibility of furnishing required information shall be of type and installation methods prescribed by the 2. Use 9-1/2"x 16"x l l"rectangular box for all electric control valves. 1. Trenches located under areas where paving,asphaltic concrete,or 10621 CHURCH STREE,SUITE 106 that may be omitted from the prints. manufacturer. Carson Industries#1419-12B with green bolt-down cover or approved concrete will be installed,shall be backfilled with sand(a layer four 6. Furnish necessary force pump and all other test equipment. DRAWN I RANCHO CUCAMONGA,CA 91730 SHEET L-1 1 equal (4)inches below the pipe and six (6)inches above the pipe)and KPF (W9) ( ) 909 484-2800 FAX: 909 484-280 C. Controller Charts: 7. All PVC pipe must bear the following markings: compacted in layers to 95%compaction,using manual or mechanical 7. When the irrigation system is completed,perform a coverage test in 3. Use 6"diameter x8-3/4"deep round plastic valve box for all quick tamping devices. Trenches for piping shall be compacted to equal the presence of the City of Rancho Cucamonga to determine if the 1. As-builts drawings shall be approved by the City of Rancho a. Marnnfacturer's name coupling valves. Carson Industries#608-12 with green flex-lock the compaction of the existing adjacent undisturbed soil and shall bewater coverage for planting areas is comp 2834 DRAWING NO. Cucamonga before controller charts are prepared. b. Nominal pipe size cover or approved equal. left in a firm unyielding condition. All trenches shall be left flush complete and adequate. Furnish CHECKED RLA No. all materials and perform all work required to correct any RwK DATA 1/26/04-JOB Nn 0250-5 19 76-L C. Schedule or class SHEET OF PLANTING SPECIFICATIONS PART 1-GENERAL PART 2-EXECUTION C. Trees and shrubs shall be gtowh at a recognized nursery in accordance with 6.04 Responsibility and Coordination: good horticulture practices and shall be of the size and caliper normally 1.01 Scope of Work: 2.01 Protection: associated with the container size specified on plans. Removal of all tags, A. Landscape Contractor is responsible for the erec on of all signs and barriers Keep all plant material delivered to site inn a heathy condition for planting. Plants labels,nursery stakes and ties from all plant material prohibited until the required to prevent intrusion into the treated areas and to notify the public. Contractor shall provide all materials,labor and equipment incidental to and shall not be allowed to dry out Bare mot stock shall be separated and heeled-in,in approval of the Landscape Architect or City. necessary for completing all work,as indicated on the drawings,as reasonably most earth or other suitable material until planting. Balled and burlapped plants B No material or methods shall affect the landscape planting or hydmseed implied.or as delineated in the Specifications as follows. shall have mot ball covered with moist sawdust,wood chips or other suitable material D. All plant material delivered to the site showing signs of damage or disease or germination. No material or method shall render the job site unusable for until planting. is insufficient in size to carry out the intent of the planting plan will not more than 10 days from date of application. 1.02 Standards: accepted and will be replaced at Contractor's expense. 2.02 Installation: 6.05 Non-Selective Herbicides: All work and material shall comply with governing codes,safety orders,standards, E Sizes of Plants -Shall be as stated on the Plan. Container stock(1-gallon,5 - Non-selective contact herbicide salon nom-selective systemic herbicides(as and regulations,and meet the minimum requirements of the Standard Specifications Detailed layout of plants within the phmting areal shall be performed by Contractor gallon,and 15-gallon)shall have been grown in containers for at least one(1) recommended o the Pest Control Advisor) For Public Works Construction(Green Book)latest edition. and approved b the Landscape Architect and Ci nor to planting.PP y Pe h'prior P g• year,but not over two(2)years. 1.03 Qaallty Assurance: Soil excavated from planting holes shall be amended to backfill around trees and F. Suu bstttut ti vtions -Substitutions for indicated plant material will be permitted 6.06 Selective Herbicides: shrubs using the following mixture: provided the substitute materials are approved in advance by the City,and A. All Contractors performing Site Development wont,must be licensed in Selective pre�emergent herbicides compatible with send mixtures(aa rexonurnernded by accordance with the laws of the State of California Native,On-Site Soil with rock no greater than 3"in diameter are made at no additional cost to the City. Except for authorized variations, ) 8 all substitute plant materials shall conform to the requirements of these the Pest Control Advisor Gro Power Plus,5-3-1 15 lbs/cy specifications. B. Contractor shall provide the Laexl"W Architect and the City with a list of Iron Sulfate 2 lbs/cy 6.07 Weed Eradication: Subcontractors and Material Suppliers expected to be employed during the G. Plants Not Approved -Plants not approved are to be removed from site (To be used for bidding purposes only,verify whit Agronomic Soils Test.) If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing m course of construction. immediately and replaced with suitable plants. The City reserves the right to the planting areas will require control prior to removal,spray these areas per Pest C. Contractor shall obtain and Irin force Public Liabili and Pro reject entire lots of plants represented by defected samples. Control Advisor's recommendations. cep� tY PAY After backfilling,construct a 3"earthen berm to form watering basin around each Damage Insurance,during entire course of the Construction Contract. The plant,to allow thorough water-in and establishment. H. Stake all trees,as per details immediately after planting to prevent wind amount of insurance shall be determined by City. A. Prior to the installation of the irrigation system remove and clear all weeds D. Prior to stag of site acv ent work the Contractor shaD the Prior to installation of turf and ground cover,remove water basins from around trees damage. and deleterious materials from planting areas. elopm notify and shrubs. Berms in turf areas to be removed prior to City acceptance. I. Plant trees that are to be located in lawn or ground cover areas after finish Landscape Architect and City to give starting and completion dates. of grades are first established and allow at least 7 calendar days prior to Allowherbicide to kill all weeds. Rake hoe off all dead weeds to depth Contractor shall also supply the Landscape Architect and City with the tame PART 3-SOIL PREPARATION AND FINISH GRADING ' and telephone number of the person in charge of the work. installation of said lawns o ground cover to provide for thorough watering 1"-2"below the surface of the soil. Physically remove all weeds from the site. 3.01 Scope of Work: oofetatrees. All planting holes shall be excavated as defined on appropriate PART 7.LANDSCAPE MAINTENANCE 1.04 Respomsibilities and Coordination: A. Provide all material and equipment,tufa perform all work necessary for and 4.03 Soil Amendments: 7.01 Scope of Work: A. Permtts: The Contractor shall obtain and pay for all per andmspections incidental to the soil preparation and finish grading of all planting and lawn requited by governing authorities for the work to be performed. Provide all materials,labor and equipment necessary for,or incidental to,performing areas as shown on plans,as reasonably implied,or as delineated in the Soil amendments shall be as recommended in the Agronomic soils report specifications. all maintenance requirements as reasonably implied or as delineated in the R Existing Conditions: The Contractor shall verify all conditions and specifications including,but not limited to the following: dimensions shown on the plans at the site ox to commencement of 4.04 Trees Stakes: P prior ar►Y B. 1~lmmishing,placement std grading,of topsoil for backfilling of planters if work under this contract The Contractor shall verify the location and depth required. Maintain all plants and planted areas. of all underground utilities prior to start of work. Tree stakes shall be lodge pole pine hue stakes.See tree staking detail on plates for Keep planted areas free of weeds and debris. C. Cleaning and finish grading of planters areas and planting areas. further information. Prune trees and shrubs. C. Temporary Utilities: The Contractor shall apply for said pay all cost incurred Fertilized all plants and planted areas. for all temporary utilities such as water,electrical power and gas as required 3.02 Topsoil: PART 5-GROUND COVER AND B_F,DDING PLANTS Irrigation. by him for the construction of the project. Temporary services shall be Insecticide spraying. coordinated with the City and other contractors on the job site. A. Existing on-site soils listed as'acceptabie under'Site Grading'specification. 5.01 Scope of Work: Provide all materials and and perform all work n for and 7.02 Ferfiri7m: D. Survey,Reference Paints,and Elevations: The Contractor is responsible for R Topsoil imported to site fon use as fill,backfill in planters and mounding, equipment perf necessary plans,as shown on plants, p , round cover and bedding all gg p , establishing all surveys,reference points and elevations required by him,and shall be sandy textured. Silt plus clay content of this soil shall be to greater incidental to installing A. Commercial fertilizers with an analysis of 5-3-1-Gm-Power Plus,and 12-8-8 reasonably implied,or delineated in the specifications. Gro-Power Controlled Release Nitrogen,as desi designated herein,or approved shown on plans for proper execution of site construction. than 15%by weight. The boron content of this soil shall be rte greater than 1 €n aPPm part per million as measured on the saturation extract. The sodium substitute as required by the Agronomic soils report. Available from Gro E Traffic The Contractor is responsible for all temporary traffic barriers and absorption ratio(SAR)shall not exceed 3.0 millimohm per centimeter at 25 C- 5.02 Bedding Plants: Power(909)393-3744. detours required by him for the construction of the project. All temporary In order to ensure conformance,samples of the imported soil shall be traffic barriers and detours shall conform to all conditions required b the Perennials and Animals: Provide healthy container grown plants from a recognized g g� � y submitted to an agronomic soils testing laboratory,approved by the project B. Ammonium Sulfate: Granular form containing not less than 21%nitro and City or governing authorities. Landscape Architect for analysis prior to use. Result of testing to be delivered nursery,and of the species and variety shown on plans. 24%sulfur and shall be registered as an agricultural miner,with the State to City for approval. Soil test to include analysis and recommendations. Department of Agriculture in compliance with Article 2-"Fertilizer Materials," 1.05 Defective and Unauthorized Work: 5.03 Ground Cover. Section 1030 of the Agricultural Code. Allwork which is determined by inspection to be defertYve th its oonstrnction or 3.03 Soil Amendments: Ground Cover. Provide ancrod cover of the species sfirnvn on pians. Ground Dover deficient in of the requirements of the plans and specifications,shall be remedied shall be established and well rooted in flats or similar containers. 7.03 General: any eq P P All soil amendments shall be as specified in the Agronomic Snitability/Fertility soils or removed,and replaced by the Contractor at his own expense in a manner report furnished by the Contractor Maintenance shall start immediately after hnidscape irrigation and planting. acceptable to the Landscape Architect and City. 5.04 Mulch: 3.04 Soil Preparation: 1.06 Inspections: 3.04 Snail be of compacted wood chip fiber. Maintain all plains and planted areas on a continuous basis as they are installed All work on irrigation system shall be complete and inspected for recomrnennded during the progress of the work,and continue to maintain them until final acceptance The Contractor shall arrange for inspections by notifying the Landscape Architect,City approval and,fine grading completed,prior to rototilling and prior to soil 5.05 Coordination: of total project. Replace any dead or dying plants as directed by the Landscape and governing authorities,24 hours prior to time of inspection,unless otherwise amendment work. Architect and City representative. noted. Inspections shall he as listed below,but not necessarily in this order. Only A. Do not have plants delivered to the job site until site conditions are ready for the inspection pertaining to the project scope of work will apply: After rough grades have been established,prepare all lawn and planting areas by planting. If planting is delayed,keep plant roots moist and place in a A. Irrigation: Operate irrigation system on an established program to maintain tilling or cross ripping to a depth of 12". All rock and debris more than 2"in sheltered location protected from the sun,wind and other damaging all plants and planted areas in a healthy condition. Irrigation system run-off Rough Grading. diameter shall be removed from the site,except for areas that are to be sodded, in elements. shall be kept to a minimum. Damage to irrigation system resulting from Drain Lines and Catch Basins. which all rock and debris more than 1"in diameter shall be removed. maintenance and equipment and/or maintenance personnel,shall be Irrigations(main line pressure,coverage&system operations test). R Soil on and fine shall be completed and trees and shrubs preparation gradingrestored to its original condition at no cost W the City. Failure of any part o Soil Preparation and Finish Grading. Apply,spread,and rototil in all soil amendments as recommended to a depth of 6". installed prior to bedding plants and ground cover planting. the irrigation system shall be brought to the attention of the City. No repairs Plant Material(delivery&placement). Water area thoroughly after rototilling than emergency repairs shall be accomplished without writtentotiiling is complete. Incorporate evenly into the top 4" 5.06 Installation: permission from the City. Substantial Completion Inspection(at completion of landscape improvements) to 6"the following for each 1,000 square feet of planting arca: -7 Days. Plant gourd cover and bedding plants in moist soil and space as indicated on plans. B Weed Control: Keep all planted areas Ince of wee&and debris by cultivating Final Inspection(after maintenarace period)-7 drys. 4 cubic yards of nitmtized Redwood or Fir shaving or equal. ZOO lbs.of Gro-Power a approved equal. areas at intervals not to exceed 10 calendar days. The contractor shall arrange a Preconstroction job conference with the I ardscape Each plant shall be planted with its proportionate amount of soil so as to minimize Architect and City a minimum of seven(7)days prior to the beginning work. The above soil conditioning are minimal qualities only and should be used only for root disturbance. Soil moisture shall be such that soil does not crumble when The Contractor may elect to remove such concentrations of weeds manually or by an bidding purpose,because soil conditions may change drastically from the time these removing plants from container. approved herbicide program. 1.07 Guaranties: specifications were developed to the time the actual soil conditioning take place. Therefore,the Contractor shall obtain his own soils analysis at a rate of one per every Regrade planter areas after planting,to restore smooth finish grade and to insure C. Pest Control: Spray all plants anti planted areas at beginning of maintenance A. Plant Materials: All bees,shrubs,ground cover,bedding plants and lawn 25,000 square feet of planted area. These soil tests shall be conducted by an proper surface drainage. A 4"layer of mulch material shall be spread over the entire program and as may become necessary thereafter by an approved method of shall be guaranteed from date of final acceptance of landscape construction approved Agronomic soils testing laboratory approved by the project Landscape planter area after grade is established. Watering shall begin immediately after pest control,to keep all plants and planted areas free of insects and disease. for periods as follows: Architect and City. Copies of the soil test to be provided during the Pre-construction mulching.(Grading shall accommodate the mulch) Method shall be reviewed by the City prior to any applications. Pest Control Trees 24"box&larger 1 year job conference. 5.07 Protection: shall include Rodent control. Trees 15 gal.&smaller 1 year 3.05 Finish Grading: D. Pruning: Prune all plants as designated and dwocted by Landscape Architect, Shrubs All sizes 120 days Erect temporary fencing or barriers to protect planted areas from damage prior to at start of maintenance program and continue to prune plants as directed or Ground Cover 120 days After rototilling operations are complete,grade areas to establish finish grades for final acceptance. as may become necessary until the end of the maintenance program. Bedding Plant 120 days planting. All flow lines shall be maintained and proper tolerances shall be met after Lawn(sod) 120 days settlement at the end of the project maintenance period. PART 6-WEED ABATEMENT Remove trash weekly. Edge ground cover to keep in bounds and trim top Lawn(seed) 120 days from fust mowing growth as necessary to achieve and overall even appearance. Exterminate Finish grading shall love surface of the ground uniformly smooth and free of abrupt 6.01 Scope of Work: gophers and moles:repair damage. Guarantees begin after the project acceptance by City and at the end of the grade change. 180-day maintenance period. Landscape Contractor shall replace and plant Provide all material,equipment,and labor necessary to perform all work as indicated PART 3-ACCEPTANCE OF PROJECT all materials which have died within the time span stated above,at no cost 3.06 Coordination: on plans,as reasonably implied,and as delineated in the specifications. and within 5 days from receiving written notice from the Landscape Architect 8.01 General: ox City. If dead material is not replaced and planted within the 5 day Weed abatement work shall be coordinated with the installation of the irrigation 6.02 Quality Assurance: period,City may replace dead material with new material and charge the system rototilling and soil amendment work,and planting. (See Weed Abatement Upon completion of installation,a maintenance period of a minimum of 180 days for Landscape Contractor for all expenses incurred. section). A. The Applicator of all weed control materials shall be licensed by the State of all landscaped areas is required prior to final acceptance of the work by the City. The California as a Pest Control Operator and a Pest Control Advisor in addition to Commencement date for the maintenance period shall commence upon written B. Constmuction Materials: The contractor shall guarantee all wodananship and PART 4-TREES AND SHRUBS any subcontractor licenses that are required. approval for all phases of planting installation by the City Public Works Inspector. materials for all site development,for a period of one year from date of final Maintenance period shall be adequate to verify plant characteristics and acceptance of project. 4.01 Scope of Work: B. All materials and methods must conform to Federal,State,and Local establishment. Regulations. 1.06 Material and Labor Releases: Provide allmaterial equipment and labor necessary to install all trees and shrubs as A- Two inspections shall be made that affect the establishment period: The first shown on pians,as reasonably implied and as delineated in the specifications. 6.03 Submittal: after all plantings have been completely installed in order to approve the DESCRIPTION O F REVISION Upon completion of the work,the Contractor shall present to the City,signed ceopies of beginning of the establishment period,and the second at the end of the DATE APPROVED all labor and materials releases for all work performed under Site Development. 4.02 Products establishment period. If plantings are not acceptable at the end of the 180day period,due to defective maintenance,then continue establishment until CITY o f RANCHO C LM Disposal and Clean-up: A j�enclatare -Plant names indicated on the drawings conform the"Standard Prior to the installation of any weed control materials,the Landscape Contractor shall submit to the Landscape ArchitecttCity a list of the weed control materials and all work meets with the Specifications and can be approved. Plant Names"established by the American Joint Committee on Horticulture. quantities per acre intended for use in controlling the weed types prevalent and Remove all waste material(including excavated material classified as unacceptable Except for names covered therein,the established custom of the nursery is B he termination of establishment period all plmmt material shall s live, soil material),trash and debris generated or encountered during the course of followed. expected on the site,as supplied by the Pest Control Advisor. Pest Control Advisor healthy,undamaged,and free of infestation Inferior plantings shall be landscape al),conrash and and legally dispose of it During the course of the work, shall furnish the Landscape Contractor and Landscape Architect and City data to replaced and brought to a satisfactory condition before final acceptance of TRACT 16116 remove surplus materials from the site and leave premises e a neat and clean B demonstrate the compatibility of the weed control materials and methods with the work will be made. All areas shall be neatly raked and free of weeds. Condition v -Plums shall be symmetrical typical for variety and species,sound, intended planting and seed varieties present. N D S CA P E IMPROVEMENTS condition. Clean up and remove all remaining debris and surplus materials upon healthy,vigorous,free from plant disease,insect pests,or their eggs,and shall completion of work,leaving the promises neat and clean. The site shall be cleaned have healthy,normal root systems,well-filling their container,buy not to the upon the request of the inspector. point of being root bound. Plants shall not be pruned at anytime,and in no EAST AVE. 8e BANYAN ST. case shall trees be topped. PLANTING SPECIFICATIONS APPROVED BY: 1)Al E: CITY ENGINEER RCE No. 24953 DESIGN ARCHITERRA DESIGN GROUP RECO E DED KPF LANDSCAPE ARCHITECTURE - SITE PLANNING 10621 CHURCH STREET,SUITE 106 RANCHO CUCAMONGA,CA 91730 DRA K F (909)484-2800 FAX: (909)494-2802 SHEET L-12- CHECKED -1 ^CHECKED RLA No. 2834 DRAWING NO. RWK DATE 1/26/D4 JOB No. 0250-5 1 A 710 -L SHEET OF i MATCHLINE 'AA' - SEE BELOW LEFT _ � � _._ _ _ _ _ _ _ CONSTRUCTION LEGEND a 8 8-0' 4 6 ` A. 42" EXISTING FENCE NOTE: O SIDEWALK PER CITY STANDARD NO. 103. SEE CIVIL ENGINEER'S STREET 1 EXISTING CHAIN-LINK FENCE TO REMAIN. PROTECT IN IMPROVEMENT PLANS. SEE PLAN FOR REFERENCE TO HORIZONTAL CONTROL. 10 10'-3" 30-, P.A. PLACE. CONCRETE MOWSTRIP TO BE CONSTRUCTED t' _ " ► / P.A. Z ALONG FRONT OF EXISTING FENCE. O ACCESSIBLE RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. C71 6 ° O STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. ''. _� ' y i.+ `_. 1 EXISTING DRIVEWAY NOTE: 4 CURB AND GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. BANYAN ST. 1 Z� CONTRACTOR TO CONFIRM POSSIBLE REPLACEMENT s{ s_ COBBLE PAVING PER CITY STANDARD DETAIL NO 542. REFER TO DETAILS B A C,SHEET L-3. r m OF EXISTING DRIVEWAY WITH DEVELOPER, 5 • ■ 7 PROPERTY OWNER,AND CITY-AUTHORIZED �` i - REPRESENTATIVE PRIOR TO ACTION. EDGE AND O 6"CONCRETE MOWSTRIP PER CITY STANDARD DETAIL N0. 534. REFER TO DETAIL B, (''"" SHEET L-3. '� , ' �� I SURFACE TREATMENT ARE TO BE DETERMINED. � 1 � 3 6 6 P.A. - DRIVEWAY APRON PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. � � 1 Us � 1 O 1 2 O LANDSCAPE BOULDER AVAIL. FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER DETAIL A(CITY - Z 6 8 STANDARD DETAIL N0.542), SHEET L-3. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT. P.A. -0" 7� 8' -0" ,. I 0 1 1 9 RRE HYDRANT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. N, w �� � 10 UTILTY BOX PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. F-7: a. � . . P.A. ..... = z r. 1 zr. -.- - \ ��'4 t P.A. 1 ' M� � 1 ' W B.C.R. -0• 151-6' 10'-0" 42" ` T 1 E o y+ xf ' WALKWAY LAYOUT NOTE: CONTRACTORS SHALL FOLLOW THE SIDEWALK LAYOUT AS INDICATED ON THE PLANS 1 - { AS CLOSELY AS POSSIBLE. WHERE DIMENSIONS ARE NOT INDICATED, OR FOR • " P11 ADDITIONAL INFORMATION AND CITY STANDARD DETAILS, REFER TO CIVIL ENGINEER'S f 6'-0 t . P.A. b ' d : _ P q. e6 � `r STREET IMPROVEMENT PLANS. FOR SIDEWALK ALIGNMENT APPROVAL IN THE FIELD, 1 I CONTACT THE CITY INSPECTOR'S OFFICE AT(909) 477-2740. CJI- : p 10'-0" 12'-3" 4 6 t. EXISTING MAILBOX/LANDMARK NOTE: x` W C 1 $ 1 r a 01 ' MAILBOX AND LANDMARK PLAQUETRACTOR TO CONFIRM RELOCATION DEVELOPER Q 9'-0" 12'-0" I I PROPERTY OWNER,AND CITY-AUTHORIZED ` *; �` REPRESENTATIVE PRIOR TO ACTION. 11 P.A. 1 l m Gf 1 �! o 1 1 M 14'-0" _ " b P.A. cli tr -9- _j 10 1542" ^ 6 { ct 1 P.A. Y ,, G) 3 { Q W { I Z b � r � W 6 6„ �, ■ 1 { l 'P.A. j o ■ 2'-5* ` m 01 9 P.A. -0' 8 4 I 1 e o b 1 y .36 o 1 z P A. 42" EXISTING FENCE NOTE: � 5 4 0- EXISTING CHAIN-LINK FENCE TO REMAIN. PROTECT IN k uJ J 6 -: T'0 "3 r, Q PLACE. CONCRETE MOWSTRIP TO BE CONSTRUCTED �; - ' 6 ALONG FRONT OF EXISTING FENCE. C , 4" b 4 P• 8,-0. 10'3" P.A. 1 `' 1 4 r t Q 42" L 6 P.A. 1 Y P.A. Cn 6 i0.� 12 6" Q 1 - � s 1 , r; t , ' 7 P.A. 3 f ;f Y.A I 1 7-9r 15 t T } ' \' i �,�" 15's' ` EXISTING DRIVEWAY NOTE: t - -$ 10 CONTRACTOR TO CONFIRM POSSIBLE REPLACEMENT a , P.A. i 1 OF EXISTING DRIVEWAY WITH DEVELOPER, '. ` I 10 P PROPERTY OWNER,AND CITY-AUTHORIZED y ` P.A. q REPRESENTATIVE PRIOR TO ACTION. EDGE AND j t g 6 SURFACE TREATMENT ARE TO BE DETERMINED. 1 - '� P.A. T-6" Y � EXISTING WALKWAY NOTE: 4 1 6 o i CONTRACTOR TO CONFIRM EXTENTION OF EXISTING x , { r WALKWAY WITH DEVELOPER,PROPERTY OVOIER,AND ' ' 1 0 P.A. " CITY-AUTHORIZED REPRESENTATIVE PRIOR TO ACTION. ' { )I 1 c '-3" 12 42 6 1 { it P.A. 30" ; EXISTING MAILBOX NOTE: 1 0" r, CONTRACTOR TO CONFIRM RELOCATION OF EXISTING I CL MAILBOX WITH DEVELOPER,PROPERTY OWNER,AND 1 CITY AUTHORIZED REPRESENTATIVE PRIOR TO ACTION. 11,9 PLAN CROSS REFERENCES 161-0" 1 } 1 1 FOR NOTES AND LEGENDS, SEE THIS SHEET. Y'� 11 t P.A. 4 y FOR DETAILS, SEE SHEET L-3 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-4 A. P.A. 6tp rr r =s 1 1 I FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-6 < r 1 >• mammy .� >. � s � � . � oma 0 r'6' 4 ` :>.� t- • ' '� MATCHLINE 'AA' - SEE ABOVE RIGHT i .t: SHEET KEY MAP s i . G t DESCRIPTION OF REVISION DATE APPROVED + t ye ; 1 NTS f RANCHO CUCAMONGA - � ■ 1 - - - - - - - - - -� i CITY o TRACT #16116 ' LANDSCAPE IMPROVEMENTS Q 1 T \ EAST AVENUE (EAST SIDE) SCALE: 1" = 20' CONSTRUCTION PLAN i APPROVED BY. _ Underground Service Alert DATE: 1 I *p SC APF ' CITY ENGINEER RCE No.2495 '( I �� urn�,� 90 ARCHITERRA IGN GROUP a • Call: TOLL FREE 1 1 a LANDSCAPE ARCHITECTURE W Oram DESI KPF SITE PLANNING RE ENDS 10621 CHURCH STREET, SUITE 106 1 �VOO 1 J _ DRAWN RANCHO CUCAMONGA,CA 91730 SHEET 1 ,�i3;%�� MPH (909)484-2800 FAX: (909)484-2802 L-2 BLUE GUM DR. - vra 422-4133 _ _ _. _ _ s�'l a{E F���`� CHECKED RLA No. 21334 DRAWING N0. F 01= c A�� JAF DATE 4/22/04 JOB No 025a5 I 76 L TWO WORKING DAYS BEFORE YOU DIG SHEET OF DEVELOPER LANDSCAPE ARCHITECTURAL PLANS KB HOME 801 CORPORATE CENTER DRIVE, SUITE 201 TRACT # 16116 POMONA, CA 91768-2641 PHONE (909) 802-1100 FAX (909) 802-1111 EAST AVENUE ( EAST SIDE ) s/o BANYANSTREET CONTACT: JARY COCKROFT LANDSCAPE MAINTENANCE DISTRICT NO . 7 VICINITY MAP GENERAL NOTES SHEET INDEX L-1 TITLE SHEET L-2 CONSTRUCTION PLAN rit } ' L-3 CONSTRUCTION DETAILS GENERAL NOTES: L-4 IRRIGATION PLAN s ( 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING L-5 IRRIGATION DETAILS �i AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION CRITERIA: " '— �.� sr ., -- b L-6 PLANTING PLAN -�� OF THE LANDSCAPE ARCHITECT AND THE CITY. '' BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB /i AREAS-8"WIDE X 6" DEEP CONCRETE HEADERS 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTE- L-7 PLANTING DETAILS - ) ENGINEER PRIOR TO COMMENCING ANY WORK. MANCE-8'WIDE X 6" DEEP CONCRETE HEADERS L-8 IRRIGATION SPECIFICATIONS ,�.,,� �...•.••-�---- BETWEEN CITY-MAINTAINED G.C.AND ANY PRIVATE-MAINTE- 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY NANCE -6"WIDE X 6" DEEP CONCRETE HEADERS A STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR • BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE- L-9 PLANTING SPECIFICATIONS PUBLIC WORKS CONSTRUCTION. 6"WIDE X 6"DEEP CONCRETE HEADERS XT 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR 13. MEANDERING SIDEWALK LAYOUT,WHERE SHOWN, IS ' ■ ?ti3 ; WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD,AD ADJUSTED AS -- - ■f' LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE i 8 1STh� A LAW' PUBLIC WORKS INSPECTOR AND PROJECT PLANNER,PRIOR TO CT Vo DSR 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION FINAL CONSTRUCTION. WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE ALERT AT 1-800-422-4133 TWO WORKING DAYS PRIOR TO FOLLOWING CRITERIA: .. CONSTRUCTION. rJ '�ROE PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. T.01 6. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN �,.:...��---�-+�- " REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR,AND ALL AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY •Q�;- INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS �p """ DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS,AS AMENDMENT RECOMMENDATIONS SHOWN ON THE:PLANS. DETERMINED BY THE CITY INSPECTOR. ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED ACCEPTANCE BY THE ENGINEERING DIVISION. �h ��yy�� NT - + -- WITHIN THE R.O.W.UNLESS DETAILED CONSTRUCTION AND `� PPUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEME ' �-�.-•-. y .T1 _ � PROJECT LOCATION STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY PLANS ONLY- s: ENGINEER. Cr i rM lo1M 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2'WIDE FLAT AREA AT THE TOP OF SLOPE,AND ALL SLOPE=S SHALL HAVE A 4If 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. a LAND AV E 9• UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT PERIOD r ' i`•Q` I"I ri SHALL COMMENCE,AND UPON WRITTEN VERIFICATION FROM THE *, _ INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED,AN _ :, PA ' N.T.S. ADEQUATE MAINTENANCE PERIOD(TYPICALLY 18C DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR,FLOWER COLOR, OVERALL PLANT HEALTH,AND WITH CITY COUNCIL.ACCEPTANCE of CONSULTANT S MAINE N A N E R E P N I B I L I TY MAP 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. LANDSCAPE MAINTENANCE AREA MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CIVIL ENGINEER CLEANING,AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION LANDSCAPE MADOLE & ASSOCIATES, INC SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, 10601 CHURCH STREET, SUITE 107 REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE ARCHITECTURE CITY. RANCHO CUCAMONGA, CA 91730 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED SITE PLANNING (909) 948-1311 - BANYAN T. - - PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. 10621 Cflllf Ch Stl'eet CONTACT: RON MAESTAS - � ---------------- - ---- Suite 106 L 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE Rancho DIRECTION OF A CALSENSE REPRESENTATIVE,PHONE NUMBER CA 91730 Cucamonga 760-438-0525. � � • • ` (909) 484-2800-2802 Fax (909) 484-2802 Richard Krumwiede t A CA Lic. #2834 AZ Lic. #29115 LOT , � . e NV Lic. #446 � 1 CONTACT: KEN FRICKE I � 1 10 _ LANDSCAPE QUANTITIES CA3CAIO -�►�"•• • O do - - - - - - - - - - - - - - - - - - - J , ; EAST AVENUE(EAST SIDE) QTY. X6� ' '' -- (� DESCRIPTION OF REVISION 1 - -BLUE G UM DR.— -� SHRUB AREA 7,820 SQ.FT. DATE JAPPROVED • , LLI TOTAL HARDSCAPE AREA 10,111 SQ.FT. `• • Q TOTAL AREA 18,231 SQ.FT. 0.42 ACRES CITY of RANCHO CUCAMONGA- CD w TRACT #16116 ' � � •• • � � TREES O O LAAPE IMPROVEMENTS Koelreuteria bipinnata Chinese Flame Tree 3 24"Box ' NDSC Lagerstroemia indica'Muskogee Lavender Crape Myrtle 8 24"Box I—"-1 EAST AVENUE (EAST SIDE) • I a Eucalyptus sideroxylon'Rosea' Red Ironbark 8 5 gaAon H ._. . _ - • a TITLE SHEET ------------ • ` - - --� ' �` a I APPROVED BY: DATE: ' • J — ` • ; v��0 SC 4Pf CITY ENGINEER GG�t �� � �. + ` — — �- — — —_� — *umk'� 490 ARCHITERRA DESIGN GROI;�'9,, ,K,,, RCE N0. 24953 fir" y a� s DESIGN RECO NDED z �a % LANDSCAPE ARCHITECTURE KPF SITE PLANNING 10621 CHURCH STREET, SUITE 106 J1 04 DRAWN RANCHO CUCAMONGA,CA 91730 SHEET * KPF (909)48.4-2800 FAX: (909)484-2802 L-1 ;E RLA No. 2834 DRAWING NO. N.T.S. 4PQCHECA D 3/8/O4 -JOB No 02,9171-9 113 '?b -Lo F 10. � DATE SHEET OF COBBLESTON f2 k IN R.O.W. LAT SIDE UP PCC MOW CURB SrL13E L MORTA OL MORTAR JDIRTS K1ElMALK PER CITY STD.534 ACCENT COBBLE OR CONCRETE �ESTONE 12 1 HEADER R HARDSCAPEji 1 �� 1 "� - -'.. RTAR EVEN WICURB 6"MIN. CURB 4NDWALK ' UNDERNEATH CL:REI L BED CRETE HEADER 1/7 RADIUS ]z UNDERNEATH COBE EsrDNE ED EDGES&FINISH PER 1&*RAD. 1'IN LAVIIN 2 IN PLAN 1 13L LJ (NSTALLL AT GRADE LEVEL AT SWALE 2a CASE 2 LocATE PER PLAN) CROSSINGS) 'MIN.SOIL OEPITi AT DGE OF COBBL E DEWALK OR CURB BLESTONE Or OR 8' N • • E NOTE RNISH MADE �DCONDTTTd1 • • - \3-L2'MMINKX�t . . T vies. /f r.-? CONCRETE BED • I} 6' 24' 6' �:" : •��i �'� ,2'M N. ORTAREOSTONESWALE RE-BAR CONTINUOUS —_Ii_DE— • (UNLESS OTHERWISE INSTRUCTED)01 I COBBLESTON CURB CONCRETE BED W�113BAR BENEATH COBBLE 4 2 3 SEE ABOVE DETAIL GUTTER FOR END CONDITKMI MIN.!4'MAX.RAD. 6'PCC MOW CURB P.A. LEGEND CITY STD.534 1. BOU`DER PER CONSTRUICTION PLAN.RECESS AT LEAST 113 OF BOULDER'S T MN.If If MAX.RAD. ' •` DEPTH INTO SUB-GRADE AS SHOWN. PLACE BEFORE FORMING NOTA:CONCRETE :. ; :WALK DS ' �'.�"a;;•":' �"• PAVING. LANDSCAPE ARCHITECT TO APPROVE BOULDERS AND SPOT 1.CONCRETE cuss 520 a25>)0. roFAU( ARDscAPE LOCATIONS PRIOR TO INSTALLATION NOTES: 2"ROCK SIZES,UNLESS OTHERWISE SPECIFIED,SHALL BE N AT RIGHT ANGLES(TYP.) BOULDERS:MAX.3'-0•=MIN 2-0' 2. 1/2'POLY FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. 1. PROVIDE SCORE JOINTS AT IO-0'O.C.AND 3V EXPANSION COBBLESTONES:MAX.12'-MN.6`WITH ONE FLAT SPE JOINTS AT 20'-0.O.C. 3.ALDERS SHALL HAVE 113 EMBEDMENT,COBBLES SHALL HAVE 2A EMBEDMENT 2. r WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND 4.ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS DMORTAR.1 PART CEMENT 3. ADJACENT CONCRETE PAVING POURED AROUND BOULDER. SEE GROUND COVER AREAS AND BETWEEN CITU-MAINTAINED TURF AND TO2"1/2 PARTS SAND.2000 FSI PORTLAND CEMENT CONCRETE (NO'DRY-PACK`I5 ALLOWED) CONSTRUCTION PLAN. PRIVATELY MAINTAINED AREAS 5.A SAMPLE AREA MIN.40 SO.FT.,SHALL BE APPROVED BY THE CTY INSPECTOR,PRIOR TO 3. CONCRETE TO[3E 52ED 2500 MIN. 8.CEDING WITH REMAINING ROCK WORK. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE CRY INSPECTOR 7•ROCKS SHALL BE SMOOTH,ROUNDED AND FREE OF OBJECTIONABLE DISFtGURATKNNS d EXCESSIVE IRON CONTENT 4. 90%COMPACTED SUB-GRADE. BALL COBBLESTONE AREAS SHALL HAVE 6'x 6'CONCRETE HEADER AS AN EDGE AT PUNTING. p,ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXST AND MAINTAIN A 2%MIN.AT ALL TMAFS WITHIN THE R.O.W. CITY OF R NCHO CUCAMONGA, CALIFORNIA APPROVED BYRIVER WASHED GRANITE STANDARDµ APPROVEDBY STANDARD PLAN CONCRETE HEADER 5 COBBLESTONES 542 CITY ENG DATE USE W�STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION *OM 1 OF 1 CRY ENGINEER DATE WRH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R C.E R.C.E 24953 SHEET 1 OF 1 Ij2BOULDER BY PAVING 6" CONCRETE HEADER COBBLE PAVING - r�- RC # 542 SCALE: SCALE: SCALE: N.T.S. SCALE: N.T.S. RC # 534 SCALE: N.T.S. ,- SCALE: SCALE: SCALE: e SCALE:' u (��aol- em-IIISCALE: ��pSCAPf v ��� �Umw�qs �a '� _ w c� J � igna IF Date a� 'lF OF C A����� DESCRIPTION OF REVISION DATE APPROVED CITY of RANCHO CUCAMONGA TRACT #16116 LANDSCAPE IMPROVEMENTS EAST AVENUE (EAST SIDE) CONSTRUCTION DETAILS APPROVED BY: _ I DATE:/ CITY ENGINEER RCE No.2495 DESIGN ARCHITERRA DEIGN GROUP RE ENDED IPF LANDSCAPE ARCHITECTURE SITE PLANNING 10621 CHURCH STREET,SUITE 106 91730 SCALE: SCALE: RANCHO CU0 FAX: ( 0 )4 4-280 -- � SCALE: � — SCALE: DRAWN (gpg)4E�-2800 FAX: {909)484-2802 SHEET L_3 KPF CHECKED RLA No. 8834 DRAINING NO. .IAF DATE 3/8/04 JOB No. 02505 1 lb7(o- L_ SHEET OF EXISTING CONTROLLER NOTE: XER. REF. 11.21MATCHLINE 'AA' - SEE BELOW LEFT IRRIGATION NOTES: EXISTING POINT OF CONNECTION NOTE: •� CONTRACTOR TO CONNECT THIS IRRIGATION SYSTEM XER. REF. I1.5 an r ■ t 4 3/4'7 EXISTING POINT OF CONNECTION, LOCATED APPROXIMATELY 110' TO THE EXISTING 32-STATION CONTROLLER INSTALLED 71 3/ 1. NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CCWD, IS REQUIRED AT ALL POINTS OF CONNECTION. WEST OF EAST AVE CENTERLINE ALONG BANYAN ST, 11/2" DOMESTIC PER PLANS PREVIOUSLY PREPARED BY ARCHITERRA ■ THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER WATER METER, 11/2" BACKFLOW PREVENTER, A 11/4" FLOW METER, DESIGN GROUP FOR BANYAN STREET AND EAST AVENUE. ■ © 3/4' Q i ANDA 11/2" MASTER VALVE. EXTEND MAINLINE TO VALVES AS SHOWN. ,� ,, ► � ■ Z METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. t 1 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A PRESSURE REGULATOR STATIC WATER PRESSURE: 70 P.S.I. _ '+ /4 t (IF REQUIRED), FOLLOWED BY BACKFLOW PREVENTION DEVICE, FOLLOWED BY A FLOW METER, FOLLOWED BY SYSTEM DESIGN PRESSURE: 55 P.S.I. MAINLINE NOTE: +, ■ _V_ A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND MAXIMUM IRRIGATION DEMAND: 28 G.P.M. a f v n■ SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE CONTRACTOR TO EXTEND EXISTING 2" MAINLINE -' `' 3i4 EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. STUBBED OUT PER PLANS PREVIOUSLY PREPARED "` ', N ■ ' 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX(SB) SBBC-45 AL ALUMINUM BY ARCHITERRA DESIGN GROUP FOR BANYAN STREET t 'i r■ ENCLOSURE, AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER BANYAN ST AND EAST AVENUE. t ► Z■ •'. POSSIBLE. 3/4 •; 4. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN a- GENERAL SLEEVING NOTE: ) m■ _ _ CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONTRACTOR TO ROUTE SLEEVING AROUND Q3■ • CONFLICTS BETWEEN THE SPRINKLER SYSTEM, WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND O ADA RAMPS. i' /a EQUIPMENT, AND ARCHITECTURAL FEATURES. • 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO 1 � , 3AB 'fi ► ■ t COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY t TO THE CITY. � ' • � t 1 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELFIHERSELF WITH ALL UNDERGROUND UTILITIES, PIPES AND N z STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE _f 3/4` y; C CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. C'3 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH • MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND la• x r ' ► �■ • 1 CONSTRUCTION. INSTALLATION TALLAIION A PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL Q8. WHEN VERTICAL OBSTRUCTIONS FIRE HYDRANTS, STREET LIGHTS,TREES, ETC.) INTERFERE WITH THE SPRAY � y O PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR Q Y I SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER 1 • HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL 6'SLEEVE 22 28 E z ► � { 1 BE MADE AT NO ADDITIONAL COST TO THE CITY. 't 9. INSTALL ONE 1 SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE W `� /4" 1 6 SQ FT. t, • O N EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL a' 11 47 ' CONTROL VALVE(RCV O - - -- -- - - ;1° 3/a & " 3/4" • STRIPS IN ENCLOSUREFOR IRRIGATION WIRING. INCHES OF 3/a • ( 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK R AND 2 €5 4" SLEEVE 114 13■ t WATER PER WEEK (GROUND COVER/SHRUBS) APPLIED FOR 8 HOURS A NIGHT/5 DAYS A W�EK BETWEEN THE U a , la• g. ,�_ � • 1 HOURS OF 9:00 P.M. TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. ,a I .6 F Q • 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. NUTE IS AS SPECIFIED. THE CONTRACTOR SHALL y�,,'l t ; „�• THE AVAILABLE WATER PRESSURE AT THE STHE MAXIMUM DEMAND OF GALLONS PER ITE TE PR OR TO THE START OF I INSTALLATION.ON. ANY CHANGES SHALLVERIFY 3/a• o 8 BE BROUGHT TO THE ATTENTION OF THE CITY. s_ 3 �■ 3f 4 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET-2000-PER LEGEND-LR LOCAL RADIO)w/LR DOME-RR ANTENNA 1 ; f 29 19 • PORT INSTALLED WITHIN A STRONGBOX (SB)24SS/120 VOLT CONTROLLERIELECTRICAL ENCLOSURE. MOUNT THE {* ANTENNA PORT ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH W t r 11/4" 124 SQ. FT. t � ' I COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF 9 ' THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. r 3/4' " 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE Q 3/a /a 1 1/4• 23 27 �'', �t • I FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE ! 1 • PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE DEVELOPER. ' k 3 W 11/4" 251 SQ. FT. L ' i ► m • i 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED t � � a° � •, � • UNLESS OTHERWISE DESIGNATED ON THE PLANS. sla• 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER 3/4• " ,/� � in' r� ��jq• _ ' ' ` � 4 /a' 28 HEAD IS 1/4 ABOVE FINISHED GRADE (FINISHED GRADE IS SOIL NOT MULCH OR HARDSCAPE). 3 ' I z , '� ' /a' { 1 ` I L'' 3/4" • 11/4 1012 SO. FT. \ �[1 IRRIGATION LEGEND f chi Q ��0` 3/4' 1 ► r n • 1 r, : ' ' • j W 111 1 4'3 4 3/4• , MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. FUR. REF. IL1 W w 1t ,>. �j • RAINBIRD 1812-SAM-PRS-5Q POP-UP-SPRAY HEAD 4' .10 25 ` �' t o RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 4' .15 25 1 1 i 1 'y' RAINBIRD 1812 SAM PRS EVAN POP-UP-SPRAY HEAD 5 .35 25 -1 1 01 0�6 RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD T .20 25 3/4' • 3`. �' • RAINBIRD 1812-SAM-PR"H POP-UP-SPRAY HEAD T .40 25 28 26 _ ' -D' t V RAINBIRD 1812-SAM PRS EVAN POP-UP-SPRAY HEAD T 80 25 z / /q, 1 11/4" 1320 SQ. FT. • W RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 9 .35 25 V+ , 3 V RAINBIRD 1812 SAM PRS 10H POP-UP-SPRAY HEAD 9' .70 25 I W /q 3/4• '' 1 RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 9' 1.45 25 Z 1 * RAINBIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEAD 9' .65 25 W ' t i/a• Q 1 , RAINBIRD 1812-SAM-PRS-15Q POP-UP-SPRAY HEAD 14' eo 25 1 _ ■ i a" ` 3/4 + RAINBIRD 1812-SAM 15H POP-UP-SPRAY HEAD 14' 1.65 25 3/4' ' I RAINBIRD 1812-SAM PRS-15VAN POP-UP-SPRAY HEAD 14' 2.21 25 z k 'C Q! . > >/q, 1 - /4 $ RAINBIRD 1812-SAM PRS 15F POP-UP-SPRAY HEAD 14' 3.30 25 s �- ■ �� t 1 i NOTES: s' �. i 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 1009'o COVERAGE ■ • 3/4' , AND TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL'L', SHEET L-5. 3/4 3/4` 3/4' : c� 4 W , - j EQUIPMENT ► RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN l ; 3/a• 24 -7 - F ` 3/q• Q RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE ® 150 O.C. 1" 416 SQ. FT. % ■ • - - - APPROVED CL.315 MAINLINE,SIZE AS SHOWN,MIN.COVER 18"SHOW CL 315,2*AND LARGER /414 34 • ': q ,r y 3/4• 14- /411 APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12' 1 ► `' :: APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS 3 4 3'4' } '` 1 OTHERWISE NOTED 34 t 3/4' "3 4 3/4' 3/4' 1 1 APPROVED SCH.40 PVC 2'WIRE SLEEVES. ' 3/4 ': ` 1 ■ . ' 4£ t 1 WATER PRESSURE NOTE: l 3/4" ` 27 19 ■ 1 DUE TO LOW WATER PRESSURE,CONTRACTOR SHALL NOT DOWNSIZE ANY ITEMS WITHIN THIS IRRIGATION SYSTEM WITHOUT AUTHORIZATION FROM THE CITY 11/4 586 SQ. FT. INSPECTOR. 1 A , a t Q 25 23 ► 1 �. 2' 3/a• z 11/4" 1191 SQ. Fr _ ■ PLAN CROSS REFERENCES � A a ■ ,�' 34.. 3/4 FOR NOTES AND LEGENDS, SEE THIS SHEET I 3/4° /4 1 FOR DETAILS, SEE SHEET L-5 I , FOR SPECIFICATIONS, SEE SHEET L-8 r 4� 3/a• 3,4• :3/a• FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 _ ■ DIN PLANTING PLAN SEE SHEET L-6 '3/a• ,4 1 N ( FOR CORRESPONDING , 'AA' - , " FOR PRESSURE LOSS CALCUALTIONS SEE SHEET L-5, DETAIL M. MATCH N AA - SEE ABOVE RIGHT SHEET KEY MAP XERISCAPE ASSESSMENT SYSTEM SUMMARY *TRACT 16116 LANDSCAPE IMPROVEMENT* REFERENCE CLAIMED I _ I ' + 1 E I�- DESCRIPTION OF REVISION POINTS (Sheet#/Ref.#) DATE APPROVED II. IRRIGATION(Point Value) r` , 1 NTS RANCHO CUCAMONGA CITYo Low gallonage irrigation system.(20) 20 L-4111.1 ' 1 - - - - - - - - - - - 1. �` I - u • 2. Automatic controller.(20) 20 LW I.2 TRACT #16116 3. Designed to water plants by watering needs.(10) 10 L-6/11.3 �- a, LANDSCAPE IMPROVEMENTS EAST AVENUE (EAST SIDE) 4. Sod moisture sensors.(10) - , 1 T ' W 1 5. Rain sensors.(5) 5 1_.4111.5 - Y 6. Wind sensors.(5) IRRIGATION PLAN 7. Sensitive to slope factors.(5) 5 L-4111.7 SCALE: 1 = 20 Underground Service Alert _ - ?� - APPROVED BY: DATE: g �*° sC"pp CITY ENGINEER RCE No.2495 8. Reclaimed or recycled water.(5) I _ • I , �o �"mw� 490 ARCHITERRA DESIGN GROUP Total P��pie' 1 VALVE SIZING KEY = a®� DESI DESIGN LANDSCAPE ARCHITECTURE RECO ENDED Call: TOLL FREE ' 4, A SITE PLANNING ' " �' �' 10621 CHURCH STREET, SUITE 106 (Minimum Points Required: 60) � J � DRAWN RANCHO CUCAMONGA,CA 91730 SHE ET L-4 1 -800 VALVE # 1 1p•--C'PM 11N� BLUE GUM D R. � T i 4 * MZR (�9)484-280x' FAX: (909)484-2802 422-4133 VALVE SIZE 3/4" .--sQ. FT. en w I I �4r� o F a,�•A``�oQ�. CHECKED RLA No.DATE 4/22/04 B No 2834 025a 5 IOR WIN L ND. C TWO WORKING DAYS BEFORE YOU DIG SHEET OF EPDXY FILLED WATERPROOF TO spmmnER-N0LE PIPE TO PLASTIC VALVE BOX A COVER: STRUCTURE OR SPECIFIED DEPTH WITH 45°ELLS CONNECTOR OR EQUAL FOR SCH PVC MALE ADAPTOR ETCHED"QC"(CARSON OR EQUAL} HARDSCAPING NOW FLOW SENSOR CONNEC- TIONS. SCH W PVC UNION •sNAP-TrTrVVIRTIERPROCIF AT GRADE IN LAWN AREASWIRE SERVICE LOOP(LOOP BRASS OR PVC NIPPLE 3"ABOVE GRADE IN SHRUB CONNECTORS OR EQUAL 6"MN' ENOUGH WIRE TO EXTEND WIRE ELECTRIC CONTROL VALVE AND GROUNDCOVER AREAS 18' MAX. BUNDLE 6"ABOVE GRADE) I -� PLAsnc VALVE BOX B A KED'IRRR IGATiON RCv LOCKING TOP ETCHED"S.B." `v I _ HI-POPSHRueHEADBoorsETro SPLICE BOX COVER WITH (ECT va ABUVE FINISH GRADE FINISH GRADE S AND VALVE SEQUENCE'LLER ` MULCH-4'MIN. X ,•►.,:•.,:►� I SPEACS BFO(R MATERI . FINISH GRADE Q� N I 90%COMPACTION REQUIRED FINISH GRAM pct: tic:": _x� (V W T ffl 33 DNP QUICK NON-PRESSURE LATERAL - COUPLING VALVELINE:SCH.40 SIDEWALK WITH PURPLE 3"IN PLANTER AREAS I N TRENCH. SNAKE PIPE RUBBER CAP STAINLESS STEEL O O I I SLEEVE RSIZE TWICE E SUPPLY NE SCREW CLAMP _ PIG TA&EXPANSION ( I MINIMUM 3 PLACES eo LOOP(MIN.21'LONG) ?E ^ BRASS ANGLE Z 314"WASHED DIAMETER OF PRESSURE b FLOW M VALVE wnUNKNI CRUSHED " " SUPPLY LINE. 3r4•wASHED io AGGREGATE BASE . • . , 12"X 18'GREEN PLASTIC METER _ CRUSHED AGORM ATE • ..•a . . ►• • BOX,CARSON OR EQUAL _ I QD OL WIRE BUNDLE SCH 80 PVC NIPPLE rl*> SCH 40 BRASS NIPPLE ,� AND TAPE AT 15'O.C.AND caNTl>bL a ooMMONwIREs = ._ I.1�� I x x ( _ NSTALLADJACENT TO SCH 40 BRASS NIPPLE- 'Y� T,� tis -� ( � PREWSSURE SUPPLY UNE. 24"LONG SCH 40 PVC - I MARLEX 90'STRE LL 9LP STREET ELL BRASS NIM_ MARLEX 90'STREET ELL SCH 40 PVC SXSXT TEE LATERAL ' I I {- tNoTm.INSTALL CONTROL VALVES A MMIMUM OF 12 R10M S RUCTURE G PRESSURE DSCAPOS Y� NM'��RF LATERAL LINE SCH 80 PVC 90° SCH 40 BRASS 90° ELL 'I I I 6"TYP. 2.WALL VALVES IN PLANT REDS TYPICAL(2)PLACES STREET ELL 3.PLACE VALVE BOX AT RIGHT ANGLES REVER TO STRUCTUREURE OR BLE HARDSCAPINGTO AL� ANTI-DRAIN VALVE AS REQUIRED PROVIDE 6"MN.OF SAND a.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX PRESSURE SUPPLY SCH 40 BRASS 90° S ATTACH PLASTIC DEVWICATONTAG WITH APPROPRIATE CONTRaLERAND t.LOCATE HEAD2•TOrFROMWALRS,CURBS,HARDSCAPMG.MOWSTRIPS, LINE FITTING STREET ELL BEDDING AND SHADDING VALVE NUMBFR /24OLT WIRES.TAPED AND AND EDGES OF LAWN. 2.USE TEFLON TAPE ON ALL MALE THREADS PRESSURE SUPPLY LINE #4 REBAR STAKE BUNDLED AT 15 FT.INTERVALS 3.INSTALL FEATURE HEADS WrTH INTERNAL GHECK VALVE AND PRESSURE COMPENSATM PER THE (24"LONG) 4.HEAD CONNECTION AT BOTTOM INLET ONLY. 2 CU.FT.PEA GRAVEL NNOTES: OTE: 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 1. PIGTAIL AND Looe LINE: 2- 12'A AT M DEGREE CHANGES D Es IN aRECnoN. 2. PRESSURE SUPPLY UNE: 2-112"AND SMALLER 18"MIN.DEPTH. 3"OR LARGER 24'MIN.DEPTH, TRENCHING DETAIL 12" HIGH POP UP SHRUB HEAD QUICK COUPLER VALVE 24 VOLT SPLICE � REMOTE CONTROL VALVE � _ SCALE: N.T.S. RC # 520 =_ SCALE: N.T.S. RC # 539SCALE: N.T.S. RC # 535 SCALE: N.T.S. RC # 540 SCALE: N.T.S. RIC # 532 n - HARDSCAPING(SEE NOTE 4) 1800 PCS SORE R PERF'OWANCE STANDARD&SMALL RADIUS SPRAY PATTERNS AND UMBRELLA BUBBLERS I'' 41. MODEL PCS-010 PCS-020 PCS-030 -040 -0 -0 -1 PCS-175 PCS-260 PCS,�i j• 31i GPM 0.1 0.2 0.3 0.3 0.6 0.9 1.25 1.75 2.6 COLOR PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED 8F 1' 3' 5' 84 PROJECT: ETIWANDA ESTATES BY: MZR 8H - 2' 4' 1' '7 8'# 8T 3' S' 5' 7' STATIC PRESSURE HIGH: 70 LOW: 63 so 2' 5' r r SOURCE OF INFORMATION: RUSSELL 1oF _ - s' 5' 8• 10' SUPPLIER: CUCAMONGA COUNTY WATER DISTRICT 10H 2' 6' 2' 10' 11'# 11'# PHOIVE NUMBER: (909) 987-2591 1oT - 2' 6' r 104 VALVE STATION/GPM: STATION: 26 GPM: 28 _ CLEAN BACKFILL-SEE 100 z 5' 6' r z I SPECS.FOR MATERIAL. 12F - - - 10'# 5' r 8' 124 90%COMPACTION REQUIRED 12M - - 2' 3' 5' r 10' 10' ITEM: P.S.I. LOSS: 12TT - - 2' 3' V 9' 11' 12'# 12H - - 4' 3' s' 10' 12'# 124 WATER METER SIZE: 11/2" 0 28 GPM 1.60 PROVIDE 6•MIN.OF SAND 12T - 2' 6' 4' 10' 1z# BACKFLOW DEVICE: 11/2" 0 28 GPM 12.00 BEDDING AND SHADDING 120 - I s' & iz# FLOW SENSOR: 11/4" @ 28 GPM 0.90 . . _ . . . . . . . . . . . . . . . . . . _ . . . . . 15F - 5' r 1r 134 MASTER VALVE: 11/2" 0 28 GPM 0.89 15TH _ - _ - 6' s' a' 151#1' 5' 6' 8' 12' 15'# GATE VALVE(S): 2 " @ 28 GPM 0.50 _ _ 1577 • 15H - - 1' 4' 5' s' 1z 1z MAINLINE (CL. 315): 2" 563 L.F.0 28 GPM 3.72 • 157 - - 3 a 8' 12 15# 15'# AUTOMATIC VALVE SIZE: 1 1/4" 0 28 GPM 2.82 • • • •�� • 15Q - 2' 5' 6' 1z 151# LATERAL LINE SIZE: 3/4" 95 L.F. @ 8 GPM 328 . CONTROL WIRE SLEEVE- 15SQ r- 12X12' 14X14' 20x20' 23x23' 25.71 - - - - SIZE PER PLAN.INSTALL 17SST 0X18' oX10' 16X16' 9X30' ADJACENT TO PRESSURE 15CST - - - - 022' 4X29' 4X39' 9X24' it SUPPLY LINE 15SST - - - 4X12' 4X24' 4X2r 4X3= 4X40' • . .�. .. . . . 15EST - w 4X14' 4X16' 4X20' - - 4X 18' . PRESSURE SUPPLY LINE 5F 3 4 1' 2' 3' SLEEVE-SIZE TWICE 5H-B 5" 1o" 6" 2' IRRIGATION HEAD PRESSURE: 25.00 DIAMETER OF PRESSURE 50-B 5" 1o" 3 1 SUPPLY LINE. 5CST-B r 14" 3' 51 SYSTEM LOSSES SUBTOTAL: 50.71 6„ 16F-SLA6" 5' 1' 4' 61 14' 1610 FITTING LOSSES (5% OF SUBTOTAL): 2.54 16H-SLA - 6" 1' r 5' 10• 13' 10' ELEVATION LOSSES/GAINS (ELEV. X .433) +(8.72) NON-PRESSURE LATERAL 16O-SLA 6" 2' 5' 3' 12' 161# 164 UNE SLEEVE-SIZE TWICE 22F-SS - - - a, 1' 4' 6' it 214 TOTAL SYSTEM LOSSES: 44.53 DIAMETER OF NON-PRESSURE 22H-SS - 4" 1' 3" 5' 12' 18' 1z AVAILABLE PRESSURE (LOW): 63.00 NOTES: LATERAL LINE 220-SS 6" 2' 6' '3�' 15 20'# 22# 1 ALL SLEEVES TO BE SCH.40 PVC. (-} DE=FICIT OR (+) RESIDUAL PRESSURE: (+)18.47 2. EXTEND ALL SLEEVES 12'BEYOND EDGE OF HAFMCAPING AT BOTH ENDS. #RECOMMENDED NOZZLE/SCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. NOTE: SCREENS WERE TESTED AT 50PS1 FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS. REFER TO CITY DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES. STD.NO.120(24"MN.TO 36"MAX.DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). SLEEVING DETAIL PCS SCREEN CHART PRESSURE LOSS CALCULATION SCALE: N.T.S. RC #533 - SCALE: N/A SCALE: N/A = SCALE: SCALE: SC APF iso um wk, 4 *0 w J (� SIona 1c 4 ne a to tP Da a 'rF 0 F C A��F�� DESCRIPTION OF REVISION DATE APPROVED CITY of RANCHO CUCAMONGA TRACT #16116 LANDSCAPE IMPROVEMENTS EAST AVENUE (EAST SIDE) IRRIGATION DETAILS APPROVED BY: DAT E: / CITY ENGINEER RCE No.2495 DESI NMZV ARCHIL ERRA DESIGN GROUP RE ENDED LANDSCAPE ARCHITECTURE SITE PLANNING 10621 CHURCH STREET,SUITE 106 SCALE: SCALE: SCALE: _ _ - DRAWN RANCHO CUCAMONGA,( 0 )4 9n3o SHEET z SCALE: (909)484-2800 FAX: (909}484-2802 L-5 CHECKED DRAWING NO. MZR DATE 3/8/04 RLA No. 2834 I g 7(0-L SHEET OF MATCHLINE 'AA' - S FLOW LEFT PLANTING NOTES: _ soon mom = = = e = = .r an / GC-2 ° S-6 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND / 16 1 1 SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING . • AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS. GC-2 •. $-3 1 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT REQUIREMENTS,STAKING AND BACKFILL 121 ° 7 REQUIREMENTS. t ; j1 / I • ` ,/ T-3 3. CONTRACTOR SHALL FAMILIARIZE HIMSELFMERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES,ETC.,AND SHALL TAKE SOL ^ E 4 1 S-2 1 RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGROUND FACILITIES. N z r/ 14 1 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN BANYAN ST. 1 / AND L E WORKP APPROVED BY V HE BEEN ESTABLISHED,THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, 3 r61 G 8-1 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION S-7 GC-2 S-3 03/ OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. O 3 145 75 G 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS ANDIOR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, / THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THE CITY. 1 ........... ' Ij ! I i . • �', I Z" QUANTITIES SHOWN ON THE LEGEND ARE FOR E PURPOSES ONLY.FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE Z 74 GOVERNEDBYTH INDICATED SPACING REQUIRED. �.__•......._. .=:''; •_ e e ADJACENT TO PRIVATE _,.......... 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJ I' . . t • • h� ° S-6 LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. �. . .`" ' � ' ° • s 8 ` �. r T-2 � 1 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. e a 1 5 1 Q 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED a I ° • _' z I MULCH NOTE: ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED + 7 S-1 S RATES PER 1,000 SQ.FT. e g ' "" ; '; CONTRACTOR SHALL INSTALL A 4' LAYER OF CHIPPER MULCH IN ALL V I n a h; 1 SHRUB AREAS,1 1/2"IN GROUNDCOVER AREAS. MULCH SHALL BE WOOD W I . 1 4 CY.NITROGEN STABILIZED SAWDUST • • ; . s3 ; t FIBER MATERIAL AS MADE BY EARTHWORKS,12685 HOLLY ST.RIVERSIDE, 120 LBS GYPSUM T-1 CA,(909)538-3321. SUBMIT SAMPLE OF MATERIAL PRIOR TO PURCHASE 125 LBS GRO POWER PLUS AND/OR PLACEMENT FOR CITY INSPECTOR'S APPROVAL. TYPICAL EXISTING TREE NOTE: k 11. LANDSCAPE AREAS SHALL RECEIVE C OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO EDGES AT GROUNDCOVER EXISTING EUCALYPTUS TREES TO REMAIN. PROTECT AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR 1" J (� S-1 • a IN PLACE. (� 1 SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: a 7 ° ° ' 1 Q� 1 EARTHWORKS SOIL AMENDMENTS K ; Q ' ; �° t e ° . NORCO CA ` (909)536-3321 Fri m ' 3 �• a ° e e i ' / S-4 �` 1 XER. REF. L1 PLANT LEGEND rrt I W ' GC-2 e ° 12 $� �, ,I + GC-1 ! nt 1 XER. REF. IL3 93 a 29 = GC-1 CALL-OUT BOTANICAL NAME COMMON SYMBOL NAME SIDE SPACING COMMENTS QUANTITY Q , e �, 3 S-2 T-2 I 5 5 e e 23 TREES LLJ i Y • ° ° 1 • . • - - S_5 , [IT-1 Koelreuteria bipinnata Chinese Flame Tree 24"box Per Plan Mufti trunk 3 1r , ' • . e I S-1 ; • t 8 Q T-2 Eucalyptus sideroxylon'Rosea' Red Ironbark 5 gallon 30'o.c. Standard 8 ' 1 z ' ° e e 1 5 0' `• + T 3 Lagerstroemia indica'Muskogee' Lavender Crape Myrtle 24"box 20'o.c. Standard 8 Q , T-3 1 (n 1 J , 1 e e 1 1 SHRUBS 1 l ;, 4 4 Q S-1 Pennisetum'Eaton Canyon' Eaton Canyon Fountain Grass 5 gallon 24"o.c. 49 i I W S-7 0 S-2 Hemerocallis hybrids(evergreen) Daylity 1 gallon 24"o.c. Yellow bloom 147 Y ° ° S-1 1 3 , 5 G 11 O S.3 Pittosporum tobira Wheeler s Dwarf Wheeler's Dwarf Prttosporum 5 gallon 48"o.c. 107 Jz M e S-5 O S.4 Leucophyllum fnitescens Texas Ranger 5 gallon 48"o.c. ip ' 1 - e 1 T-3 t 1 g Compacta' ° 1 1 1 i i i l; _ 1 0 S-5 Phormium terrax'Jack SpratY New Zealand Flax 5 gallon 24"o.c 26 ,;` J • ,.< s`, 1 S-1 ° S-6 Grevillea'Noellii' Grevillea 5 gallon 60"o.c. 27 Uj 1 I G ( 5 2 �+ S-7 Rhaphiolepis i.`Ballerina' Ballerina India Hawthorne 5 gallon 36"o.c. 17 k Y a 1 S-6 m , C_2 ° x 1 Q , GC-2 1 8 8 GROUND COVERS 1 66 e 1 1 Q •° e: 2 GC-1 Lantana montevidensis Lantana 1 gallon 6'o.c. 52 1 s-2 1 �f Y ! j GC-2 Trachelosperrnum jasminoides Star Jasmine 1 gallon 24"o.c. 488 } f 1 22 , r 51 S-1 S-2 i .N •� ' 14 6 � 1 r= .I v } 1 . Al 25 �, r' ', � XERISCAPE ASSESSMENT SYSTEM SUMMARY tom: r 11 , • • °` GC-2 I r , TRACT 16116 LANDSCAPE IMPROVEMENT* PLANTING NEAR HARDSCAPE NOTE: y t REFERENCE CLAIMED I 271. TREES AND SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER POINTS (Sheet#/Ref.#) SPACING AWAY FROM WALKS,WAt.LS,CURBS,AND OTHER HARDSCAPE ELEMENTS EXCEPT FOR ROCKSCAPE). I. LANDSCAPE{Point Value) { T_3 � � � 1. Water conserving plants.(20) 20 L�11.1 2. SHRUBS MAYBE PLANTED CLOSER TO ROCKSCAPE THAN ONE-HALF OF THEIR 1 , 1 ON-CENTER SPACING,IN ORDER TO ENCOURAGE GROWTH OVER ROCKSCAPE EDGES. 3 t 2. Turf limited to 25%(45%residentiaq.(20) 20 L-611.2 3. WHERE PLANTING SPACE IS RESTRICTIVE,TREES WHICH WOULD OTHERWISE REQUIRE 5' OR GREATER SPACE MAY BE F ROCKSCAPE 3. Plants grouped by watering need.(10) 10 L-611.3 PROVIDED THAT T EIRE ARE NO OTHER ELEMENTS BEYOND D WITHIN �EEET ROCK CAPE(SUCH,AS 11 , 6 t t 1 1 4. Hardscape(non-irrigated)surfaces.(10) 10 L-211.4 WALKS,WALLS,OR CURBS},BUT WITHIN THEIR NORMAL PLANTING SPACE 1 REQUIREMENTS. TREES WHICH REQUIRE FOUR FEET OR LESS OF GROWING SPACE MAY � _ - � ►� :� s ; �' a GC-1 � ( 1 5. Permeable paving.{5 ut BE PLANTED WITHIN 12"OF ROCKSCAPE,SUBJECT TO THE ABOVE RESTRICTIONS. ) 'h 6. Low-water turf varieties.(5) - - �,, a <{ ° : z 4 , , , 7. Mulch provided m non ground cover areas.(5) 5 L-611.6 PLAN CROSS REFERENCES M.-- ' 'r ' e ° - �i , 8. Sal amendments.(5) 5 L-611.7 FOR NOTES AND LEGENDS, SEE THIS SHEET T = r-f 4Q ; / ° 1 otal tDofncs Cl~: 70 FOR DETAILS, SEE SHEET L-7 t 1 4 ° 1 1 (Minimum Pants Required: 60) FOR SPECIFICATIONS, SEE SHEET L-9S-6 Y: ¢ FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 10 q a I - FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-4 MAT I E AA - SEE ABOVE RIGHT ; SHEET KEY MAP 12 { I I I 1 1 �k- DESCRIPTION OF REVISION I DATE APPROVED " 15 CITY o f RANCHO CUCAMONGA K y , 1 - - - - - - - - - - J t , dft TRACT #16116 } LANDSCAPE IMPROVEMENTS t^ ~' EAST AVENUE (EAST SIDE) + Q, • a ww jf EXISTING - - _ _ PLANTING PLAN NCE CHAIN LINK FE ___._ �.. .. t`, \`r! - - ' � SCALE: 1" = 20' Underground Service Alert � T�P y,• I - 7 = APPROVED BY. - DAT E. 9 ,... ,: •. ;: _ SYMBOL LE EN *p SC APE ' CITY ENGINEER RCE No.2495 - I �i. n ARCHITERRA DESIGN GROUP Call: TOLL FREE EAST AVENN TREES SHRUBS i aea DPSCESIGN LANDSCAPE ARCHITECTURE REj ENDED ••. � SITE PLANNING T PUI F� n 1 10621 CHURCH STREET, SUITE GCOBLE OR PLAI,7E� -1 CALL-OUT j - " !0e DRAWN (mss)HO Coo MON,CA 91730 SHEET L_� 1 -800 BLUE GUM D R. i SYMBOL SYMBOL CALL-OUT KPF e e 422-4133 SECTION "AN - EAST AVE. _ _ _ SIZE Date CHECKED RLA No. 2834 DRAWING NO. allboxlBTF QUANTITY tF OF C A�,�F° JAF DATE 4/22/04 JOB NO 0250-5 TWO WORKING DAYS BEFORE YOU DIG �� QUANTITY SHEET OF IL NOTES` STORM DRAINRINDERGR0UND ^^^ ,.STAKESROMOVT NURSERYSTAKES AND UTILITIES BCR 2.STAKES TO BE PLUMB AND 1 PARALLEL i S.o ETREE PERPENDICULAR /'� TO PREVAILING WIND. 1` N I' V SIDEWALKUTILITY ` v w e r I I SL. v�v LW OF PLANTER AREA REQUIREMENT pOW HALF OF ACING U IIL v TIGHTLY COMPACTED T BERM TO FORM t DEPRESSED WATERING BASIN. 4'OF COMPACTED WOOD CHIP CURB AND GUTTEFY I EI{ 10' S U �OFST�BELOW MULCH. * * MI HERO OF TREE WHERE SPECIES GROWTH HAST PERMITS. TOP OF ROOrTMB TO 4'WOOD CHIP MULCH. HARDSCAMM(CONCRETE HEADER, MMI TRUNI( EXTEND Y ABOVE y (N SETS OFCNCINnessPACEoz+' FINISH GRADE CURB 6 GUTTER,SIDEWALK. .) NISH 901E ORA A?PART,ATTACH WITH GALVANIZED SCREWS TO 9 LODGE POLES LODGE2'DIA _ 12' $' — 2 WITH WOOD PRE'ERVATPOLE NE STAKES SIDEWALK CY DRIVE a MINIMUM of 6'INTO FH I DRIVE S.L. p U STAKE' CURE:,sols AND POSITION STAKES OUTSIDE ROOT BALL APPROACH 0 Py - ARBOR GUARD N TURF AREAS AND FROM YARDS UF�AN �E[ ROOT BALLTOP OF ROOTBALL TO EXTEND 2' UUS' 10' 1DABOVE FINISH GRADEMIN MIN. TIGHTLY COMPACTED T BE M TO FORM WATERING BASIN FOR RESIDENTIAL AND ST UNDERGROUND � ' I "� THE ROOT AES THE GROUND COVER INSTALLATIONS LOCATE I STRUCTURE Bg. Ams TO BE REMOVEDP PLANT PIT TY j CATCH BASIN ACCEPTANCE I SHOVEL CUT EDGE NATIVE SOIL 7 ANSFORMER VAULT. l NOTE NOTES: IE I>:e * 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER I f - NATIVE BACKFILL WITH T 3' SHON 1.ALL RUBS AND GROUND COVER TO BE PLANTED AT ON ROCKS GREATER THAN SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED 2. ALL TREES IN THE R.O.W.ARE SUBJECT TO LINEOF.SIGHT I1 DIAMETER. PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. CRITERIA AS APPROVED BY TRAFFIC ENGINEER. T , v IT NOTES- NATIVE NATNS GREATER wmN 3' UNDISTURBED NATIVE SOIL 2 WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR 1. PRIOR TO PURCHASEIPLACEMENT OF THE MULCH,THE CONTRACTOR SHALL 3-AT ALL LOCAL BEAT A MIN.OF C'F RESIDENTIAL INTERSECTIONS PLACE 1st RoacscREATERTHaN s aA SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER PARKWAY TREE AT A MIN.OF 25'FROM BCR OR ECR. - �_IE SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. 4.MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND I E I 'IE I E lE IE NOTES: FROM SUCH LIMITS SEE LEGEND FOR SPACING REQUIREMENTS 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND FACILITIES.IN ADDITION MAINTAIN 10'FROM CENTER OF TREE TO ALL UTILITY E .IE fE I NATIVE SOIL UNDISTURBED 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE INTO EDGES AT GROUND COVER AREAS. OWNED WATER&SEWER LATERAL LINES. el'14 4el II Iil�triElEl�lr IF E� I I If OF ROOT BALL.DO NOT CRACK ROOT BALL 3 SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 5.TREES SHALL NOT BE LOCATED ON PROPERTY LINES. TWICE Roos BALL MD]HOF PLANT MATERIALS PLANT QUANTITIES INDICATED ON THE 4. PLACE NO MULCH WITHIN A V RADIUS OF THE CROWN OF A WOODY PLANT. r 6.STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE LEGEND ARE ESTIMATES ONLY ENGINEERING DIVISION, 7.STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY STANDARD PLANS. TREE PLACEMENT = TREE PLANTING SHRUB PLANTING SHRUB SPACING - MULCH LAYER SCALE: N.T.S. RC # 501 = SCALE: N.T.S. RC # 502 SCALE: N.T.S. RC # 506 z SCALE: N.T.S. RC # 508 :£ SCALE: N.T.S. RC # 509 F PLANTING NEAR ROCKSCAPE NOTE: 1. SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER SPACING AWAY FROM WALKS,WALLS,CURBS,AND OTHER HARDSCAPE ELEMENTS(EXCEPT FOR ROCKSCAPE,WHICH ALLOWS FOR SHRUBS TO BE PLANTED CLOSER, 12'MIN.). 3. TREES MUST BE PLANTED A MINIMI.IM OF ONE-HALF OF THEIR MINIMUM PLANTER WIDTH FROM WALKS,WALLS,CURBS,AND OTHER HARDSCAPE ELEMENTS WHERE PLANTING SPACE IS RESTRICTIVE,TREES WHICH WOULD OTHERWISE REQUIRE 9 OR GREATER PLANTING SPACE MAY BE PLANTED WITHIN*OF ROCKSCAPE,PROVIDED THAT THERE ARE NO OTHER ELEMENTS BEYOND THE ROCKSCAPE(SUCH AS WALKS,WALLS,OR CURBS). WHERE POSSIBLE,TREES SHOULD HAVE THE RECOMMENDED CLEAR PLANTING AREAS RECOMMENDED ON THE CITY'S TREE LIST. WHERE PLANTING AREAS ARE REDUCED BY ROCKSCAPE TO A DEGREE WHERE THESE STANDARDS CANNOT BE FOLLOWED,THEN IN THE INTEREST OF PROVIDING TREES,WE CAN COMPROMISE ON THE PROXIMITY OF THOSE TREES TO ROCKSCAPE. TREES MAY BE PLANTED WITHIN 2'OF ROCKSCAPE BUT MUST STILL RESPECT CLEARANCES TO OTHER ITEMS MENTIONED ABOVE. TREES REQUIRING A MINIMUM 2'PLANTING AREA SHOULD NOT BE PLANTED CLOSER THAN 1',JUST TO AVOID TOUCHING THE ROCKSCAPE AND HEADER WITH THE TRUNK. HARDSCAPE PLANTING NOTE ws W SCALE: N/A SCALE: SCALE: SCALE: SCALE: *p S C A PF i�� w um w& s 9c� a gna 4TF 0F C A�,�OQ. DESCRIPTION OF REVISION DATE APPROVED CITY of RANCHO CUCAMONGA TRACT #16116 LANDSCAPE IMPROVEMENTS EAST AVENUE (EAST SIDE) PLr"►iVTING DETAILS APPROVED BY: • . - [JAI E:ql�16f CITY ENGINEER RCE No. 24953 DESIGN ARCHITERRA DESrGN GROUP REC ENDED rLANDSCAPEARCHITECTUR KPF SITE PLANNING DRAWN RAN CHURCH STREET,SUITE 106 SHEET SCALE: _ ¢ SCALE: SCALE: SCALE: KPF RANCHO CU0 FAX: ( 0 )4 sn3o `7 (9O9)484-2800 FAX: (909)484-2802 L-7 CHECKED RLA No. 2834 D WING NO. JAF DATE 3/B/04 JOB No.025&5 1b76-L SHEET OF _ _ �� _ SPRINKLER IRRIGATION SPECiFICATIONS 2. Provide one controller chart for each controller sequence. d. Pressure rating in P.S.I. 4. Use 9-1/2" x 16" x 11"rectangular box for all electric control valves with the adjoining grade. The Contractor shall set in place.cap and inadequacies of coverage due to deviations from the Ihawings,or e. NSF(National Sanitation Foundation)approval installed within on-grade landscaped areas. Carson industries# pressure test all piping under paving prior to the paving work. where the system has been willfully installed as indicated on the 1419-12B with green bolt-down cover o vel equal. Drawings when it is obviously inadequate.without bringing this to PART 1-GENERAL 3. The chart shall show the area controlled by the automatic Controller f. Date of extrusion pro 2- General/ n under existing walks is done jacking,boring,or the attention of the City of Rancho Cucamonga. This test shall be and shall be the maximum size which the controller door will allow. y'piping g � g accomplished before an and cover is /anted. 1.01 DESCRIPTION 8. All fittings shall bear the manufacturer's name or trademark,material 5. Use 10"x 10-1/4"round box for all quick coupling valves installed hydraulic driving,but where any cutting or breaking of sidewalks P Y ground P 4. 'Me chart is to be a reduced drawing of the actual installed system. designation,size,applicable I.P.S.schedule and NSF seal of approval. within on-structure landscaped areas. Carson Industries No.910-12B and/or concrete is necessary,it shall be done and replaced by the A Scope of Work: Provide all labor,materials,trmrtsportation,aid services However,in the event the controller sequence is not legible when the with green bolt-down cover or approved equal. Contractor as a part of the Contract cost. Permission to cut or break 8. Upon completion of each phase of work,the entire system shall be necessary to furnish and install the Irrigation System as shown on the drawing is reduced,it shall be enlarged to a size that will be readable C. PVC Non-Pressure Lateral Line Piping: sidewalks and/or concrete shall be obtained from the City of Rancho tested and adjusted to meet site requirements. No hydraulic driving will be permitted under concrete Drawings and described herein. when reduced. N. Sprinkler Heads: Cucamonga. 3.07 MAINTENANCE1. Non-pressure buried lateral line piping shall be PVC Schedule 40 paving. R Standards: All work and materials shall comply with governing codes,safety S. The chart shall be a black line or bhueline ozafid prim and a different with solvent-weld joints when installed in planting areas. 1. All sprinkler heads shall be of the same size,type,and deliver the 3. Refer to City Standard 120"Trench Repair"when within City streets A. The entire irrigation system shall be under full automatic operation for a orders,standards,and regulations,and meet the minimum requirements of color shall be used to indicate the area of coverage for each station. same rate of precipitation with the diameter(or radius)of throw, period of seven 7 days prior to a planting. the Standard Specifications For Public Works Construction(Green Book)latest 2. Non-pressure lateral line piping installed under paved areas shall be pressure,and discharge as shown on the Drawings and/or specified susceptible to traffic loads. Pe ( ) Y P any P ' edition. 6. When completed and approved,the chart shall be hermetically PVC Schedule 40 with solvent welded joints. in these special provisions. B. The Ci of Rancho Cucamonga reserves the right to waive or shorten the scaled between two pieces of plastic,each piece being a minimum ZO D. Assemblies: City � 1.02 QUALITY ASSURANCE di:REQUIl2EMFNTS mils. 3. Pipe shall be made from NSF approved,Type I,Grade II PVC 2. Spray heads shall have a screw adjustment operation pen compound conforming to ASTM resin specification D1784. All pipe I. Renting of sprinkler irrigation lines as indicated the Drawings is A. permits and Fees: The Contractor shall obtain and pay for any and all 7. These charts shall be completed and approved prior to the final field must meet requirements set forth in Federal Specification PS-22-70 3. Riser units shall be fabricated in accordance with the details shown diagrammatic. Install lines(and various assemblies)in such a 3.08 CLEAN-UP permits and all observations as required, observation of the irrigation system. with an appropriate standard dimension ratio. on the drawings. manner as to conform with the details in the Drawings. Clean-up shall be emelt as each portion of work progresses. Refuse and excess dirt 2. Install NO multiple assemblies in plastic limes. Provide each assembly shall he removed from the site,all walks and paving shall be bloomed or washed H Manufacturer's Directicma: Manufachnrer'a directions and detailed drawings D. Operation and Maintenance Marnrals: 4. Except as noted in paragraphs 1,2,and 3 of this section(2.01B),all 4. Riser nipples for all sprinkler heads shall be the same sir as the with its own outlet. down,and any damage sustained on the work of others shall be repaired to its shall be followed in all cases where the manufacturers of articles used in this requirements for non-pressure lateral line pipe and fittings shall be riser opening in the sprinkler body. original condition. Contract furnish directions covering points not shown in the Drawings and I. Prepare and deliver to the City of Rancho Cucamonga within ten the same as for solvent-weld pressure main line pip,and fittings as 3. Install all assemblies specified herein in accordance with respective Specifications. calendar days prior to completion of construction,two hard-cover, set forth in section 2.01B of the Specifications. 5. All sprinkler heads of the same type shall be the same manufacturer. detail. In absence of detail drawings or Specifications pertaining to 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE three ring binders containing the following information: C. Ordinartees and Regulations: All bcal,municipal and state laws,and rules D. Brass Pipe and Fittings: O. Sleeving: specific items required to complete wort-perform such work in and regulations governing or relating to any portion of this work are hereby a. Index sheet which states Contractor's tame,address,and accordance with best standard practice with prior approval of City of A. The Contractor shall operate each system in its entirety for the City of Rancho Rancho Cucamonga Cucamonga at time of final observation. Any items deemed not acceptable by incorporated into and made a part of these Specifications,and their telephone number,and which lists each installed equipment 1. Where indicated on the Drawings,use red brass screwed pipe 1. Sleeving under hardscape or paved areas for mainline,lateral limes the City of Rancho Cucamonga shall be reworked to the complete satisfaction provisions shall be carried out by the Contractor. Anything contained in and material item including names and addresses of conforming to Federal Specification#WW-P-351. or control wiring shall be Schedule 40 P.V.C.or approved equal. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt dust and of the City of Rancho Cucamonga. these Specifications shall not he construed to conflict with any of the above manufactures local representatives, moisture before installation. Installation and solvent welding rules, regulations,or requirements of the same.However,when these b. Catalog and parts sheets on every material and equipment 2. Fittings shall be red brass conforming to Federal Specification#WW - P. Vandal Resistant Controller Enclosure: methods shall e s recommended Installation la the pipe and fitting B. The Contractor shall show evidence to the City of Randle Cucamonga that the Specifications and Drawings call for or describe materials,workmanship,ne item installed under this Contract. P-�• manufacturer. City has received all accessories,charts,record drawings,and equipment as construction of a better quality,higher standard,or larger size than is C. Guarantee statement. 1. Controller enclosure shall be of size and type shown on the Irrigation required before final site observation can occur. required by the above rules and regulations,the provisions of these d. Complete operating and maintenance instructions on all E Copper Pipe and Fittings: Drawings and irrigation Detail sheet. 5• On PVC to metal connections,the Contractor shall work the metal Specifications and Drawings shall take precedence.. major equipment. 1. Pipe: Type K,hard tempered. 2. A backboard shall be secured to dee controller enclosure housing to connections first. Teflon tape or approved equal,shall be used on all 3.10 SITE OBSERVATION SCHEDULE D. Explanation of Drawings: 2. In addition to the above mentioned maime►anee manuals, de vide a base for mounting the automatic sprinkler controller and threaded PVC to PVC,and on all threaded PVC to metal joints. Light p g pious pro g P A The Contractor shall be responsible for notifying the City of Rancho wrench pressure is all that is required. Where threaded PVC the City's maintenance personnel with instructions for major 2 Fittings: wrought Coppet,solder joint type. terminal strip. connections are required,use threaded PVC adapters into which the Cucamonga in advance for the following observation meetings,according to 1. Due to the Scale of the Drawings,it is not possible to indicate all equipment and show evidence in writing to the City of Rancho may be solvent welded. the time indicated: offsets,fitting,sleeves,etc.,which may be required. The Contractor Cucamonga at the conclusion of the project that this service has been 3 Joints shall be soldered with silver solder,45%silver,15%copper, 3. A 117 volt duplex box shall be provided with an On/Off switch,and a pipeY shall carefully investigate the structural and finished conditions tendered. 16%zinc,24%cadmium,solidus at 1125°F,and liquidus at 1145°F. 117 volt receptacle. Metal conduit shall run from the 117 volt supply 1. Pre-Job Conference-7 days affecting all of his work and plan his work accordingly,furnished to the controller housing. All power within the housing shall be E Line Clearance: such fittings,etc.,as may be required to meet such conditions. E Equipment to be Furnished F. GateValves: properly phased. line installation-24 hours Drawings are generally diagrammatic and indicative of the work to be 1. All lines shall have a miriimtrm clearance of six(6)inches from each 2. Pressure supply installed. The work shall be installed in such a manner as to avoid I. Su as a of this contract the following tools: L Ball Valves 1 1/2"and smaller 4. A terminal shall be provided,clearly indicating the other and twelve (12)inches from lines hi other trades,with the PPIY P� g ( ) �P P�'r esujy g �� exception of the control wire slceve(s)which shall be installed 3. Lateral line and sprinkler installation-24 hours conflicts between the irrigation system,planting and architectural points of connection of all appropriate wiring(station valves,master adjacent to pressure supply line. Parallel lines shall not be installed . features. a. Two(2)sets of special tools required for removing, a. Ball valves shall be a 125 lb SWP bronze valve with threaded valve,common,central control). J P PP Y 4. Automatic controller installation-24 hours disassembling and adjusting each type of sprinkler aid valve ends and shall be equipped with a stainless steel handle. directly over one another. 2. All work called for on the Drawings notes or details such be supplied on this project. b. Ball valves shall be Nibco T-585-70-66 or approved equal. Q• Miscellaneous Irrigation Equipment:gt by Sa Eq P 5. Control wire installation-24 hours furnished and installed whether or not specifically mentioned in the b. Two(2)four-foot valve keys for operation of gate valves. C. All Ball valves shall be installed per detail. F. Automatic Controller Assembly: specifications. c Two(2)keys for each automatic controller. 1. Refer to the Irrigation Plans for sizes and of miscellaneous � d. One(1)quick coupler key and matching host swivel for 2. Resilient Wedge Gate Valve 2"and � � 1. Install as per manufacturer's instructions. Remote control valves shall 6. Pressure supply line and lateral line testing-48 hours g ( larger) irrigation equipment. be connected to controller n n ller iumerical sequence as shown on the 3. The Contractor shall not willfully install the irrigation system as every five(5)or fraction thereof of each type of quick 7. Coverage test-48 hours shown on the Drawings when it is obvious in the field that coupling valve installed. a Resilient Wedge Gate valves shall be epoxy coated and 2. All miscellaneous irrigation equipment shall be as specified or Drawings. obstructions,grade differences,or discrepancies in area dimensions equipped with a 2"operating nut. approved equal. 8. Final observation-7 days exist that might not have been considered in engineering. Such 2. The above mentioned equipment shall be turned over to the City at b. Resilient Wedge Gate valves shall be No.403 RT-RW as G. High Voltage Wiring for Automatic Controller obstructions or differences should be brought to the attention of the the conclusion of the project. Before final observation can occur, supplied b Watts or vel equal. B. When observations have been conducted other than the City of Rancho g pp y approved eq PART 3-EXECUTION City of Rancho Cucamonga. In the event this notification is not evidence that the City has received material must be shown to the a All Resilient Wedge Gate valves shall be installed per detail. 1. 120 volt power connection to the automatic controller shall be Cucamonga show evidence in writing of when and by whom these performed.the Contractor shall assume full responsibility for any City of Rancho Cucamonga. 3.01 OBSERVATION OF SITE CONDITIONS provided by the Contractor. observations were made. revision necessary. G. Quick Coupling Valves: 1.04 PRODUCT DELIVERY,STORAGE AND HANDLING A. All scaled dimensions are approximate. The Contractor shall check and verify 2 All electrical work shall conform to tical lades,ordinances,vM union 1.03 SUBMTITALS I. Quick coupling valves shhIl have a brass,two-piece. less for C. No site observations will commence without"As-Built"record drawings. The up gbody g all size dimensions and receive approval from the City of Rancho Cucamonga authorities having jurisdiction. contractor shall not call for a site visit without"As-Built"record drawings, A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise working pressure of 150 P.S.I. prior to proceeding with work under this Section. without completing previously noted corrections,or without preparing the A. Material list: care in handling,loading,unloading,and storing PVC pipe and fittings. All H. Remote Control Valves: system for said visit. PVC pipe shall be transported in a vehicle which allows the length of pipe to 2. Quick coupling valve shall be operable with a quick coupler key. Key B. Exercise extreme care in excavating and working[tear existing utilities. The L The Contractor shall furnish the articles,equipment,materials,or lie flat so as not to subject it to under bending or a concentrated external load size and type shall be as shown on the Drawings. Contractor shall be responsible for damages to utilities which are caused by I. Install where shown on the Drawings. Where grouped ether,allow processes specified by name in the Drawings and Specifications. No at any point. Any section of pipe that has been dented or damaged will be his operations or neglect. Check existing utilities drawings for existing utility at least twelve(12)inches between adjacent valve boxes. install each substitution will be allowed without prior written approval by the discarded,and if installed,shall be replaced with new piping. It Backflow Prevention Units: locations. remote control valve in a separate valve box. City of Rancho Cucamonga, 1.05 SUBSTITUTIONS 1. Backflow prevention unit shall be of size and type indicated on the C. Coordinate installation of sprinkler materials including pipe,so there shall be I. Flushing of System: 2. Compete material list shall be submitted prior to performing any irrigation drawings. Install backflow prevention units in accordance no interference with utilities or other construction or difficulty in planting CONCRETE SPECIFICATIONS work. Material list shall include the manufacturer,model number, A If the Contractor wishes to substitute any equipmeit or materials for the with the Drawings. trees,shrubs,and ground covers. 1. After all new sprinkler pipe litres and risers are in place and and description of all materials and equipment to be used. Although equipment or materials listed on the Drawings and Specifications,he may do connected,all necessary diversion work has been completed,and PART 1 GENERAL manufacturer and other information may be different, the following so by providing the following information to the City of Rancho Cucamonga 2. Wye strainers at backflow prevention units shall have a bronzed D. The Contractor shall carefully check all grades to satisfy himself that he may prior to installation of sprinkler beads,the control valves shall be is a guide to proper submittal format: for approval: screwed boy with 60 mesh monel screen and shall be similar to Bailey safely proceed before starting work on the irrigation system. opened and full head of water used to flush out the system. #IOOB or approved equal. 1.01 Description Item No. DescriptionManufacturer Model No. L Provide a statement indicating the reason for making the substitution. 2. Sprinkler heads shall be installed only after flushing of the system Use a separate sheet of paper for each item to be submitted. 3. All pressure main line piping between the point of connection and 3'02 PREPARATION has been accomplished to the complete satisfaction of the city of For concrete information refer to the Standard Specifications for Public Works 1 Backflow Preventer Febco 825-Y-BV the backflow preventer shall be installed as required by local code. Rancho Cucamonga. Construction(Green Book: Edition per the City of Rancho Cucamonga). Refer to 2. Provide descriptive catalog literature,performance charts and flow The Contractor shall verify with the local governing body as to A. Physical layout- Sections 4,201,303,and 400,as well as any other sections related to the installation, 2 Automatic Controller Calsense ETI-24-DR charts for each item to be substituted. material type and installation procedures prior to start of J. Sprinkler Heads: post Prior to installation,the Contractor shall size stake out all pressure rand installation of concrete work,materials,labor,and clean-up. he 1. construction. Submit shop drawing for approval. Standard Specifications for Public Works Construction is available from: 3 Master Valve Superior 3100 RCV 3. Provide the amount of cost savings if the substituted item is supply lines,routing and location of sprinkler heads. 1. Install the sprinkler heads as designated on the Drawings. Sprinkler approved. I. Chock Valves: 4 Etc. Etc. Btc. 2. All layout shall be approved by the City of Rancho Cucamonga prior heads to be installed in this work shall be equivalent in all respects BI Building ewe 3055 Overland Avenue B The City of Rancho Cucamonga shall have the sok to those itemized.responsibility in accepting 1. Swing check valves 2"and smaller shall be 200 pound W.O.G.bronze to installation. Los Angeles,CA 90034 Irrigation submittal must be specific and complete. All items must by or rejecting any submittal item as an approved equal to the equipment and construction with replaceable composition,neopre?e,or rubber disc 2. Spacing of heads shall not exceed the maximum indicated on the (310)202-7775 listed and should include solvent,primer,wire,connectors,valve, materials listed on the Drawings and Specifications. and shall meet or exceed Federal Specification WW-V--51D,Class A, B. Water Supply: Drawings. In no case shall the spacing exceed the maximum boxes,etc. No copies of manufacturers literature(catalog cuts)arc Type IV. recommended by the manufacturer. 1.02 Scope required as submittal information. 1.06 GUARANTEE i. The irrigation system shall be connected to water supply point(s)of 2 Anti-drain valves shall be of heavy duty virgin PVC construction with co3.04 TEMPORARY REPAIRS connection as indicated on the Drawings. Furnish and install all concrete worst complete as indicated on the drawings or as 3. Equipment or materials installed or furnished without prion approval A. The guarantee for the irrigation system shall be made in accordance with the F.I.P.thread inlet and outlet. Internal parts shall be stainless steel specified,including,but not limited to the following: of the Ci of Rancho Cucamonga m be rejected and the Contractor attached form. The General Conditions and Supplementary Conditions of 2. Connections shall be made at the approximate location(s)shown on City g may 1 PP n' and neoprene. Anti-drain valve shall be field adjus!able against The City reserves the right to make temporary repairs as necessary to kap the be required to remove such materials from the site at his own these Specifications shall be filed with the Ci or to acceptance of the the sedbtThe Contractor is responsible for minor changes P Y equipment operating g Y may req poc' City prior p drawout from 5 to 40 feet of head. Anti-drain valve;shall be similar to Drawings. P° � sprinkler system ui meet in tin condition. The exercise of this fight b the A. Furnish and set all reinforcing steel,bolts,and anchors. ex me. irrigation system. caused by actual site conditions. pe g y the Valcon"ADV"or approved equal. City shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified. B. Install all items required by other trades which are to be cast into concrete. 4. Approval of any item,ahermative or substitute indicates only that the B. A copy of the Guarantee form shall be included in the operations and J. Control Wiring: C. Electrical Su pply:product or products apparently mcct the requirements of the maintenance manual. Drawings and Specifications on the basis of the information or pt 3.05 EXISTING TREES C. Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where I. Except as noted otherwise,connections between the automatic 1. Electrical connections for any and all automatic controllers shall be applicable. samples submitted. C. The guarantee form shall be to-typed onto the Contractor's letterhead and controllers and the electric control valves shall be made with direct made to electrical point(s)of connection as indicated on the Why it is necessary to excavate adjacent to existing trees,the Contractor shall use all shall contain the following information: burial copper wire AWG-U.F.600 volt. Control wiring installed in Drawings• possible care to avoid injury to trues and tree roots. Excavation in areas where two 1.03 Protection 5. Manufacturer's warranties shall not relieve the Contractor of his control wire conduit within structure shall be made with AWG-TW (2)inch and larger roots occur shall be done by hand. All roots two(2)inches and liabilityunder the guarantee. Such warranties shall on GUARANTEE FOR IRRIGATION SYSTEM solid co wire. Pilot wires shall be a different color wire for each 2. Connections shall be made at the approximate location(s)shown on pod )day g only copper larger in diameter.except directly in the path of pipe or Conduit,shall be tunneled All finished concrete work shall be barricaded to terrier traffic for ( s. supplement the guarantee. automatic controller. Common wires shall be whit(:with a different the Drawings. The Contractor is responsible for minor changes cause under and shall be heavily wrapped with burlap to prevent scarring or excessive Barricade shall be placed imediately after concrete finishing. Contractor shall furnish, We hereby guarantee that the irrigation system we have furnished and installed is color stripe for each automatic controller. Install in accordance with by actual site conditions. drying. Where a ditching machine is run close to trees having roots smaller than two place and remove all of his own barricades. Contractor shall be responsible for any R RECORD DRAWINGS: free from defects in materials and workmanship,and the work has been completed in valve manufacturer's specifications and wire chart. In no case shall (2)inches in diameter,the wall of the trench adjacent to the tree shall be hand damage to new construction and replacement or repair of the work shall be made accordance with the Drawings and Specifications,ordinary wear and tear,unusual wire size he less than#14. 3.03 INSTALLATION trimmed,making clean cuts through. Roots one(1)inch and larger in diameter shall without added cost to the City. 1. The Contractor shall provide and keep up-to-date a complete record abuse,or neglect excepted. We agree to repair or replace any defects in material or be painted with two coats of Tree Seal,or equal. Trenches adjacent to tree should be set of blueline ozalid is which shall be corrected daily,showing workmanship which may develop during the nod of one year from date of 2. Wiring shall occupy the same trench and shall be installed aloe the A. Trenching: ( ) possible, p prim y, g p y p g period y g Py g closed within twenty-four 24 hours;and where this is not nsible,the side of the 1.04 Clean-u every change from the original Drawings and Specifications and the acceptance and also to repair or replace any damage resulting from the repairing or same route as pressure supply or lateral lines wherever possible. trench adjacent to the tree shall be kept shaded with burlap or canvas. exact installed locations,sizes,and kinds of equipment. Prints for this replacing of such defects at no additional costs to the City. We shall make such 1. Dig trenches straight and supped pipe continuously ono bottom of Upon completion of all concrete work and before Erna/acceptance,the Contractor shall purpose may be obtained from the City of Rancho Cucamonga at cost. repairs or replacements within a reasonable time,as determined by the City,after 3. Where mate than one 1 wire is laced in a trench,the wiring shall trench. Lay pipe to an even grade. Trenching excavation shall follow Q remove all tools,surplus materials,apparatus,debris,etc.from the site and the site ( ) P g 3.06 FIELD QUALITY CONTROL This set of drawings shall be kept on the site and shall be used only receipt of written notice. In the event of our failure to make such repairs or be taped together at intervals of fifteen(15)feet. layout indicated on the Drawings and as noted. shall be left in a clean,treat condition acceptable to the City. as a record set. replacements within a reasonable time after receipt of written notice from the City,we A. Adjustment of the System: authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curl shall be provided within three(3)fed of each 2. Provide fora minimum of twenty-four(24)inches cover for all 2. The Contractor shall make neat and legible notations on the record expense and we will the costs and charges therefore upon demand. wire connection. Ez sion curl shall be of sufficient len at each irrigation lines installed under paving or hardscaping. pe pay erg po pan. length i. The Contractor shall flush and adjust all sprinkle heeds for drawing progress sheets daily as the work proceeds,showing the splice connection at each electric control valve,so that in case of optimum performance and to prevent overspray onto walks, work as actually installed. For example,should a piece of equipment PROJECT: repair,the valve bonnet may be brought to the surface without 3. Provide for a minimum of twenty-four(24)inches cover for all be installed in a location that does not match the plan,the Contractor disconnecting the control wires. Control wires shall be laid loosely pressure supply lines of three(3)inches or larger in diameter. roadways,and buildings as much as possible. must indicate that equipment has been relocated in a graphic LOCATION: in trench without stress or stretching wire conductors. 2. If it is determined that adjustments in the irrigation equipment will 4. Provide for a minimum of eighteen(I 8)inches cover for all pressure vide proper and more adequate coverage,the Contractor shall manner so as to match the original symbols as indicated in the ProP P �1 g SIGNED: 5. All splices shall be made with Scotch-Lok#3576 Connector Stalin supply lines of two and one half(2 1/2")inches or smaller irrigation legend. The relocated equipment and dimensions will P� fi; make such adjustments prior to planting. Adjustments may also then he transferred to the original record drawing plan at the proper Packs,Rainbird Snap-Tite wire connectors.,or approved equal. Make include changes in nozzle sizes and degrees of arc as required. time. ADDRESSED: only one splice with each connector sealing pack. 5. Provide for a minimum of twelve(I 2)inches for all non-pressure lines. 3. Before the date of the final observation,the Contractor shall transfer PHONE: DATE OF ACCEPTANCE: 6. Field splices between the automatic controller and electric control 3. Lowering raised sprinkler heads by the Contractor shall be all information from the"record drawing"prints to a sepia mylar or valves will not be allowed without prior approval of the City of 6. Provide for a minimum cover of eighteen(I 8)inches for all control accomplished within ten(10)days after notification by the City. similar mylar material. Arrangements shall be made through the city PART 2-PRODUCT'S Rancho Cucamonga. wiring. for obtaining said sepia mylar or similar mylar material. All work4. All sprinkler heads shall be set perpendicular to finished grades shall be in waterproof India ink and applied to the mylar by a 2.01 MATERIAIS K. Automatic Controller: 7. Refer to City Standard 120"Trench Repair"when within City sheets unless otherwise designated on the Drawings. technical pen made expressly for use on mylar material. Such pet susceptible to traffic loads. shall be similar to those manufactured by Rapidograph, Kueffel 8c A General: Use only new materials of brands and types noted on drawings, 1. Automatic controller(s)shall be of size and type shown on the 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers DESCRIPTION 0 F REVISION specified herein,or ed equals. Drawings. B. Backfilling: specification so that each lateral operates at design pressure. DATE APPROVED Esser,or Faber Castell. The dimensions shall be made as to be easily Poc PProv' W s g readable even on the final controller chart(see Section C). The CITY o f RANCHO C original mylar"record drawing"plan shall be submitted to the City of B. PVC Pressure Main line Pipe and Fittings: 2. Final location of automatic comtroller(s)shall be approved by the City 1. The trenches shall not be backfilled until all required tests are 13. Testing of Irrigation System: Rancho Cucamonga for approval prior to the completion of the of Rancho Cucamonga. performed. Trenches shall he carefully backfilled with the excavated controller chart. 1. Pressure main line piping for sizes 2"and larger shall be PVC Class materials approved for backfilling,consisting of earth,loam,sandy I. The Contractor shall request the presence of the City of Rancho 315. 3. Unless otherwise noted on the Drawings,the 120 volt electrical power clay,sand,or other approved materials,free from large clods of earth Cucamonga in writing at least 48 hours in advance of testing. 4. The Contractor shall dimension from two(2)permanent points of to each automatic controller location is to be furnished by others. The or stones. Backfill shall be mechanically compacted in landscaped reference,such as building comers,sidewalk edges,road 2. Class 315 pipe shall be made from an NSF approved Type 1,Garde 1, final electrical hook-up shall be the responsibility of the Contractor. areas to a dry density equal to adjacent undisturbed soil in planting 2. Test all pressure lines under hydrostatic pressure of 150 pounds per TRACT #1 6116 intersections,etc.,the location of the following items: PVC compound conforming to ASTM resin specification D1784. All areas. Backfill will conform to adjacent grades without dips,sunken square inch and prove watertight. n pope must meet requirements as set forth in Federal Specification PS - L Electric Control Valves: areas,humps or other surface irregularities. LANDSCAPE IMPROVEMENTS a. Connection to existing water lines. 22-70,with an appropriate standard dimension(S.D.R.)(Solvent-weld Note: Testing of pressure main linos shall occur prior to b. Connection to existing electrical power. Pipe). 1. All electric control valves shall be the same size and type shown on 2. A fine granular material backfill will be initially placed on all lines. installation of the electric control valves. c. Gate valves. the Drawings. No foreign matter larger than one-half(1/2)inch in size will be EAST AVENUE (EAST SIDE) d.Routing of sprinkler pressure lines(dimension max. 100' 3. Pressure main line piping for sizes 1-1/2"and smaller shall be PVC permitted in the initial backfill. 3. All piping under paved areas shall be tested under hydrostatic along routing). Schedule 40 with solvent welded joints. 2. All electric control valves shall have a manual flow adjustment. pressure of 150 pounds per square inch and proven watertight prior e. Sprinkler control valves. 3. Flooding of trenches will be permitted only with approval of the City to paving. IRRIGATION SPECIFICATIONS f. Routing of control wiring and locations of all splice boxes. 4. Schedule 40 pipe shall be made from NSF approved Type 1,Grade 1 3. Provide and install one control valve box for each electric control of Rancho Cucamonga. g. Quick coupling valves. PVC compound conforming to ASTM resin specification D1785. All valve. 4. Sustain pressure in litres for not less than six(6)hours. If leaks h. Stub-outs for future connections. pipe must meet requirements as set forth in Federal Specification PS - 4. If settlement occurs and anting.seqo nt adjustments in pipe,valves, develop,replace joints and repeat test until entire system is proven APPROVED BY: DAI E:ty l�O� i. Other related equipment as directed by the City of Rancho 21-70. M. Control Valve Boxes: sprinkler heads,lawn,planting, u other construction are necessary, watertight. Cucamonga the Contractor shall make all required adjustments without cost to the CITY ENGINEER �2��, RCE No. 24953 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved 1. Use 10"x 10-3/4"round box for all gate valves. Carson Industries City. 5. All hydrostatic tests shall be made only in the presence of the 5. On or before the date of the final field observation,the Contractor conforming to ASTM test procedure D2466. #910-12B with green bolt-down cover or approved equal. Extension General Contractor and the City of Rancho Cucamonga. No pipe shall DESIGN A RCH IT E R RA DES1GN GROUP REWNDE D shall deliver the corrected and completed sepias to the City of ( ) C. Trenching and Backfill Under Paving-sleeve shall be PVC with minimum size of six 6 metes. g � be backfilled until it has been observed,tested,and approved in KPF LANDSCAPE ARCHITECTURE Rancho Cucamonga Delivery of the sepias will not relieve the 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings writing. SITE PLANNING Contractor of the responsibility of furnishing required information shall be of type and installation methods prescribed by the 2. Use 9-1/2"x 16"x 11"rectangular box for all electric;control valves. 1. Trenches located under areas where paving,asphaltic concrete,or 10621 CHURCH STREE,SUITE 106 that may be omitted from the prints. manufacturer. Carson Industries#1419-12B with green bolt-down cover or approved concrete will be installed,shall be backfilled with sand(a layer four 6. Furnish necessary force pump and all other test equipment. DRAWN RANCHO CUCAMONGA,CA 91730 ISH E E T equal (4)inches below the pipe and six (6)inches above the pipe)and KPF (W9)484-2800 FAX: (909)484-2802 L•8 C. Controller Charts: 7. All PVC pipe must bear the following marirings: compacted in layers to 95%compaction,using manual or mechanical 7_ When the irrigation system is completed,perform a coverage test in 3. Use 6"diameter x 8-3/4"deep round plastic valve box for all quick tamping devices. Trenches for piping shall he compacted to equal the presence of the City of Rancho Cucamonga to determine if the /� �] 1. As-bunts drawings shall be approved by the City of Rancho s Manufacturer's name coupling valves. Carson Industries#608-12 with green flex-lock the compaction of the existing adjacent undisturbed soil and shall be water coverage far planting areas is complete and adequate. Furnish CHECKED RLN No. 2834 DR WING? NO. Cucamonga before controller charts are prepared. b. Nominal pipe size cover or approved equal. left in a firm unyielding condition. All trenches shall be left flush L-- all materials and perform all world required[o correct any JAF p,q� 3/3/04 JOB Nn 0250-5 ' C. Schedule or class SHEET OF PLANTING SMOT ICATTONS PART 1 -GENERAL PART 2-EXECUTION C. Trees and shrubs shall be growing at a recognized nursery in accordance with 6.04 Responsibility and Coordination: good horticulture practices and shall be of the size and caliper normally 1.01 Scope of Work: 2.01 Protection: associated with the container size specified on plans. Removal of all tags, A Landscape to Contractor is ion into responsible for the erection of all signs and barriers Keep all plant material delivered to site in a healthy condition for planting. Plants labels,nursery stakes and ties from all plant material prohibited until the required[o prevent intrusion into the treated areas and to notify the public. Contractor shall provide all materials,labor and equipment incidental to and shall not be allowed to dry out. Bare root stock shall be separated and heeled-in,in approval of the landscape Architect or City. necessary for completing all work,as indicated on the drawings,as reasonably most earth or other suitable material until planting. Balled and burlapped plants B. No material or methods shall affect the landscape planting or hydroseed implied,or as delineated in the Specifications as follows. shall have root hall covered with moist sawdust,wood chips or other suitable material D. All plant material delivered to the site showing signs of damage or disease or germination. No material or method shall render the job site unusable for until planting. is insufficient in size to carry out the intent of the planting plan will not more than 10 days from date of application. 1.02 Standards: accepted and will be replaced at Contractor's expense. 2.02 Installation: 6.05 Non-Selective Herbicides: All work and materials shall comply with governing codes,safety orders,standards, E Sizes of Plants -Shall be as stated on the Plan. Container stock(1-gallon,5 - and regulations,and meet the minimum requirements of the Standard Specifications Detailed layout of plants within the planting areas shall be performed b Contractor lion,and 15-gallon)shall have been grown in containers for at least one(1) Non-selective contact herbicide and/or non-selective systemic herbicides(as g Pte' y P P g y � g recommended by the Pest Control Advisor) For Public Works Construction(Green Book)latest edition. and approved by the Landscape Architect and City prior to planting. year,but not over two(2)years. 1.03 Quality Assurance: Soil excavated from planting holes shall be amended to backfill around trees and F. Substitutions -Substitutions for indicated plant material will be permitted 6.06 Selective Herbicides: shrubs using the following mixture: provided the substitute materials are approved in advance by the City,and A. All Contractors performing Site Development wo must be licensed in Selective pro-emergent herbicides compatible with seed mixtures(as recommended by I� g Pmt *+ are made at no additional cost to the City. Except for authorized variations. the Pest Control Advisor) accordance with the laws of the State of California. Native,On-Site Soil with rock no greater than 3"in diameter all substitute plant materials shall conform to the requirements of these B Contractor shall provide the Landscape Architect and the City with a list of Gro Power Plus,5-3-1 15 lbs/cy specifications. 6.07 Weed Eradication:hon Sulfate 2 lbs/cy Subcontractors and Material Suppliers expected to be employed during the G. Plants Not Approved -Plants not approved are to be removed from site course of construction. o be used for bidding es tin verify with Agronomic Soils Test. If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in (T g puT� only, �h t' ) immediately and replaced with suitable plants. The City reserves the right to the planting areas will require control prior to removal,spray these areas per Pest C. Contractor shall obtain and keepin force Public Liability and Pro reject entire lots of plants represented by defected samples. Control Advisor's recommendations. ty pert}' After backfilling,construct a 3"earthen berm to form watering basin around each Damage Insurance,during entire course of the Construction Contract. The plant,to allow thorough water-in and establishment. H. Stake all trees,as per details immediately after planting to prevent wind amount of insurance shall be determined by City. q Prior to the installation of the irrigation system remove and clear all weeds Prior to installation of turf and ground cover,remove water basins from around trees damage. and deleterious materials from planting areas. D. Prior to start of site development work,the Contractor shalt notify the and shrubs. Berms in turf areas to be removed prior to City acceptance. I. Plant trees that are to be located in lawn or ground cover areas after finish of Landscape Architect and City to give starting and completion dates. grades are first established and allow at least 7 calendar days prior to Allow herbicide to kill all weeds. Rake 1"-2"below the surface of the soil. Physically hoc off all dead weeds to a depthically remove all weeds from the site. Contractor shall also supply the Landscape Architect and City with the name PART 3-SOIL PREPARATION AND FINISH GRADING installation of said lawns or ground cover to provide for thorough watering and telephone number of the person in charge of the work. of trees. All planting holes shall be excavated as defined on appropriate PART 7-LANDSCAPE MAINTENANCE 1.04 Responsibilities and Coordination: 3.01 Scope of Work: details. A. Provide all materials and equipment,and perform all work necessary for and 4.03 Soil Amendments: 7.01 Scope of Work: A. Permits: The Contractor shall obtain and pay for all permits and inspections incidental to the soil preparation and finish grading of all planting and lawn Provide all materials,labor and equipment necessary for,or incidental to,performing by governing authorities for the work to be performed. areas as shown on plans,as reasonably implied,or as delineated in the Soil amendments shall be as recommended in the Agronomic soils report specifications. all maintenance requirements as reasonably implied or as delineated in the B. Existing Conditions: The Contractor shall verify all conditions and 4.04 Trees Stakes: specifications including,but not limited to the following: dimensions shown on the plans at the site prior to commencement of any B. Furnishing,placement and grading,of topsoil for backfilling of planters if work under this contract. The Contractor shall verify the location and depth required. Maintain all plants and planted areas. Tree stakes shall be lodge pole pine tree stakes.See tree staking detail on plans for Keep planted areas free of weeds and debris. of all underground utilities prior to start of work. C. Cleaning and finish grading of planters areas and planting ureas. further information. C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred Prune trees and shrubs. Fertilized all plants and planted areas. for all temporary utilities such as water,electrical power and gas as required 3.02 Topsoil: RT S-GROUND COVER AND BFDDING PLANTS Irrigation. by hire for the construction of the project. Temporary services shall be Insecticide spraying. coordinated with the City and other contractors on the job site. A. Existing on-site soils fisted as'acceptablc'under'Site Grading'specification. 5.0; Scope of Work: 7.02 Fertilizers: D. Survey,Reference Points,and Elevations: The Contractor is responsible for BS Topsoil imported to site for use as fill,backfill in planters and mounding, Provide all materials and equipment o and perform all work necessary for and establishing all surveys,reference points and elevations required by him,and shall be sandy textured. Silt plus clay content of this soil shall be no greater incidental to installing all ground cover and bedding plants,as shown on plaits,as A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus.and 12-8-8 shown on plans for proper execution of site construction. than 15%by weight. The boron content of this soil shall be no greater than 1 reasonably implied,or delineated in the specifications. Gro-Power Controlled Release Nitrogen,as designated herein,or approved part per million as measured on the saturation extract. The sodium substitute as required by the Agronomic soils report. Available from Gro 11 E Traffic: The Contractor is responsible for all temporary traffic barriers and absorption ratio(SAR)shall not exceed 3.0 millimohos per centimeter at 25 C. 5.0.. Bedding Plants: Power(909)393-3744. detours required by him for the construction of the project Ali temporary In order to ensure conformance.samples of the imported soil shall be Perennials and Annuals: Provide healthy container grown plants from a recognized B Ammonium Sulfate: Granular form containing not less than 21%nitrogen and traffic barriers and detours shall conform to all conditions required by the submitted to an agronomic soils testing laboratory,approved by the project nursery,and of the species and variety shown on plans. 24%sulfur and shall be registered as an agricultural miner.with the State City or governing authorities. Landscape Architect for analysis prior to use. Result of testing to be delivered Department of Agriculture in compliance with Article 2 "Fertilizer Materials," to City for approval. Soil test to include analysis and recommendations. parte g p 1.05 Defective and Unauthorized Work: 5.03 Ground Cover. Section 1030 of the Agricultural Code. 3.03 Soil Amendments: Ground Cover. Provide ground cover of the species shown on plans. Ground cover All work which is determined by inspection to be defective in its corrsUnction or � � p 7.03 General: deficient in any of the requirements of the plans and specifications,shall he remedied All soil amendments shall be as specified in the Agronomic SuitabilityiFertility soils shall be established and well rooted in flats or similar containers. or removed,and replaced by the Contractor at his own expense in a manner report furnished by the Contractor Maintenance shall start immediately after landscape irrigation and planting. acceptable to the Landscape Architect and City. 5.04 Mulch: 3.04 Soil Preparation: 1.06 Inspections: Mulch: Shall be of compacted wood chip fiber. Maintain all plants and planted areas on a continuous basis as they are installed during the progress of the work,and continue to maintain them until final acceptance All work on irrigation system shall be complete and inspected for recommended5.05 Coordination: of total project. Replace any dead or dying plants as directed by the Landscape The Contractor shall arrange for inspections by notifying the Landscape Architect,City approval and,fine grading completed,prior to rototilling and prior to soil Architect aril City representative. noted. Inspections shall be as listed below,but not necessarily m this order. Only and governing authorities,24 hours prior to time of inspection,unless otherwise amendment work. A. Do not have plants delivered to the job site until site conditions are ready for planting. If planting is delayed,keep plant roots moist and place in a Irrigation: Operate irrigation system on an established program to maintain the inspection pertaining to the project scope of work will apply: After rough grades have been established,prepare all lawn and planting areas by A 12". All rock and debris more than 2" sheltered location protected from the sun,wind and other damaging all plants and planted areas in a healthy condition. Irrigation system run-off tilling or cross ripping to a depth b Rough Grading. diameter shall be removed from the site,except for areas that are to be sodded, in elements. shall a kept to a minimum. Damage to irrigation system resulting from Drain Lines and Catch Basins. which all rock and debris more than 1"in diameter shall be removed. maintenance and equipment and/or maintenance personnel,shall be Irrigations(main line pressure,coverage system operations test). B. Soil preparation and fine grading shall be completed and trees and shrubs restored to its original condition at no cost to the City. Failure of any part of Soil Preparation and Finish Grading. Apply,spread,and rototil in all soil amendments as recommended to a depth of 6". installed prior to bedding plants and ground cover planting. the irrigation system shall bebrought to the attention of the City. No repairs other than emergency repairs shall be accomplished without written Plant Material(delivery&placement). Water arca thoroughly after rototilling is complete. Incorporate evenly into the top 4" 5.06 Installation: permission from the City. Substantial Completion Inspection(at completion of landscape improvements) to 6"the following for each 1,000 square feet of planting area: -7 Days. Final Inspection(after maintenance period)-7 days. 4 cubic yards of nitrolized Redwood or Fir shaving or equal. Plant ground cover and bedding plants in moist soil and space as indicated on plans. B Weed Control: Keep all planted areas free weeds and debris by cultivating 200 lbs.of Gro-Power or approved equal. areas at intervals not to exceed 10 calendar days. The contractor shall arrange a Preconstruction job conference with the Landscape Each plant shall be planted with its proportionate amount of soil so as to minimize Architect and City a minimum of seven(7)days prior to the beginning work. The above soil conditioning are minimal qualities only and should be used only for root disturbance. Soil moisture shall be such that soil does not crumble when The Contractor may elect to remove such concentrations of weeds manually or by an bidding purpose,because soil conditions may change drastically from the time these removing plants from container. approved herbicide program. 1.07 Guaranties: specifications were developed to the time the actual soil conditioning take place. Contractor shall obtain his own soils analysis at a rate of one per every Regrade planter areas after planting,to restore smooth finish grade and to insure C. Pest Control: Spray all plants and planted areas at beginning of maintenance Therefore,the Contr A Plant Materials All trees,shrubs,ground cover,bedding plants and lawn Therefore, square feet planted arca. These soil tests shall be conducted by an proper surface drainage. A 4"layer of mulch material shall he spread over the entire program and as may become necessary thereafter by an approved method of planter area after grade is established. Watering shall begin immediately after pest control,to keep all plants and planted areas free of insects, shall be guaranteed from date of final acceptance of landscape construction approved Agronomic soils testing laboratory approved by the project Landscape and disease. for periods as follows: Architect and City. Copies of the soil test to be provided during the Pre-construction mulching.(Grading shall accommodate the mulch) Method shall be reviewed by the City prior to any applications. Pest Control job conference. shall include Rodent control. Trees 24"box tit larger 1 year 5.07 Protection: Trees 15 gal.&smaller 1 year 3.05 Finish Grading: D. Pruning: Prune all plants as designated and directed by Landscape Architect, Erect temporary fencing or barriers to protect planted areas from damage prior to at start of maintenance program and continue to prune plants as directed or Shrubs All sizes 120 days Ground Cover 120 days After rototilling operations are complete,grade areas to establish finish grades for final acceptance. as may become necessary until the end of the maintenance program. Bedding Plant 120 days planting. All flow lines shall be maintained and proper tolerances shall be met after SRT 6-WEED ABATEMENT Remove trach weekly. Edge ground cover to keep in bounds and trim top Lawn(sod) 120 days settlement at the end of the project maintenance period. Lawn(seed) 120 days from first mowing growth as necessary to achieve.and overall even appearance. Exterminate Finish grading shall leave surface of the ground uniformly smooth and free of abrupt 6.01 Scope of Work: gophers and moles;repair damage. Guarantees begin after the project acceptarice by City and at the end of the grade change. 180-day maintenance period. Landscape Contractor shall replace and plant Provide all material,equipment,and labor necessary to perform all work as indicated PART 8-ACCEPTANCE OF PROTECT all materials which have died within the time span stated above,at no cost 3.06 Coordination: on plans,as reasonably implied,and as delineated in the specifications. and within 5 days from receiving written notice from the Landscape Architect 8'01 General. or City. If dead material is not replaced and planted within the 5 day Weed abatement work shall be coordinated with the installation of the irrigation 6.02 Quality Assurance: period,City may replace dead material with new material and charge the system rototitling and soil amendment work,and planting. (See Weed Abatement Upon completion of installation,a maintenance period of a minimum of 180 days for Landscape Contractor for all expenses incurred. section). A The Applicator of all weed control materials shall be licensed by the State of all landscaped areas is required prior to final acceptance of the work by the City. The California as a Pest Control Operator and a Pest Control Advisor in addition to Commencement date for the maintenance period shall commence upon written R Construction Materials: The contractor shall guarantee all workmanship and PART 4-TREES AND SHRUBS any subcontractor licenses that are required. approval for all phases of planting installation by the City Public Works Inspector. materials for all site development,for a period of one year from date of final Maintenance period shall be adequate to verify plant characteristics and acceptance of project. 4.01 Scope of Work: B All materials and methods must conform to Federal,State,and Local establishment. Regulations. 1.05 Material and Labor Releases: Provide all material,equipment,and labor necessary to install all trees and shrubs as A. Two inspections shall be made that affect the establishment period: The fust shown on plans,as reasonably implied and as delineated in the specifications. 6.03 Submittal: after all plantings have been completely installed in order to approve the DESCRIPTION 0 F REVISION Upon completion of the work,the Contractor shall present to the City,signed copies of beginning of the establishment period,and the second at the end of the DATE APPROVED all labor and materials releases for all work performed under Site Development. 4.02 Products ri establishment period, c plantings are not acceptable the end of the 180 C ITY o f RANCHO C day period,due defective maintenance,thenncontinue e establishment until 1.09 Disposal and Ckan-up: A. Nomenclature -Plant names indicated on the drawings conform the"Standard Prior to the installation of any weed control materials,the Landscape Contractor shall all work meets with the Specifications and can be approved. submit to the Landscape Architect/City a list of the weed control materials and Plant Names"established by the American Joint Committee on Horticulture. quantities per acre intended for use in controlling the weed types prevalent and B At termination of establishment period all plant material shall be live, Remove all waste materials(including excavated material classified as unacceptable Except for names covered therein,the established custom of the nursery is expected on the site,as supplied by the Pest Control Advisor. Pest Control Advisor healthy,undamaged,and free of infestation. Inferior plantings shall be soil material),trash and debris generated or encountered during the course of followed. shall furnish the Landscape Contractor and Landscape Architect and City data to replaced and brought to a satisfactory condition before final acceptance of TRACT #16116 landscape construction,and legally dispose of iL During the course of the work remove ve surplus materials from the site and leave premises in a neat and clean B. Condition -Plants shall be symmetrical, cal for vane and es,sound, demonstrate the compatibility ri the weed control materials and methods with the work will be made. All areas shall be neatly raked and free of weeds. LANDSCAPE variety > intended planting and seed varieties present. LANDSCAPE IMPROVEMENTS condition. Clean up and remove all remaining debris and surplus materials upon healthy,vigorous,free from plant disease,insect pests,or their eggs,and shall completion of work, leaving the premises neat and clean. The site shall be cleaned have healthy,normal root systems,well-filling their container,buy not to the upon the request of the inspector. point of being root bound. Plants shall not be pruned at anytime,and in no EAST AVENUE (EAST SIDE) case shall trees be topped. PLANTING SPECIFICATIONS APPROVED BY: - DAl E: ` G' CITY ENGINEER RCE No. 24953 DESIGN ARCHITERRA DESIGN GROUP RE E DED LANDSCAPE ARCHITECTURE KPF SITE PLANNING 10621 CHURCH STREET,SUITE 106 DRAWN RANCHO CU0 FAX: (A, )4 4-280 SHEET L-9 (909)484-2800 FAX: (909)484-2802 7 KPF CHECKED RLA No. 2834 DTWING NO. JAF DATE 3/3/04 JOB No. 0250-5 -L.._ SHEET OF