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HomeMy WebLinkAbout2016-L DEVELOPER/OWNER AM YOUNG CALIFORNIA HOMES 355 E . Rincon Street, Suite 115 Corona , CA 92879 (909) 808-8702 LANDSCAPE ' A & ' C D I S R I C T r r TRACT # 16726 ( DAY CREEK BLVD . AND BT. VICINI rY MAS' GENERAL NOTES SHEET INDEX L-1 CONSTRUCTION L-2 GENERAL NOTES: CONSTRUCTIONL-3 DETPJLS 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING i /` "� d°*yr •� PROJECT ECT SIT� PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE CRITERIA: LAI IJDSCAPE AR HITECTUR PL AAIN4S MONTERRA IV LMD ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. .-4 IRRIGXFION I utu4A- a _ _ _ BETWEEN CITY-MAINTAINED TURF AND CITY MAINTAINED SHRUB _. ., � - sa • clot � cA ae: � 2. AN ENCROACHMENT PERMIT SHALL 8E OBTAINED FROM THE AREAS-ON WIDE X 6"DEEP CONCRETE HEADERS ? <` CITY ENGINEER PRIOR TO COMMENCING ANY WORK. BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTE- NANCE-8'WIDE X 6"DEEP CONCRETE HEADERS IRRIGA`fION DErPJLS vc�1 a L� r ' 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENTBETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINT - CITY STANDARDS AND THE CURRENT STANDARD NANCE-6"WIDE X 6"DEEP CONCRETE HEADERS SPECIFICATIONS FOR PUIC WORKS CONSTRUCTION. BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE- 6"WIDE X 6"DEEP CONCRETE HEADERS su +I 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR -6PNG PLANLANTI 30 ,'» ^ 29' WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC 13. MEANDERING SIDEWALK LAYOUT,WHERE SHOWN, IS „ �� , 28 LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK ' o sus i,r'S , r }s Q w,s'td g ' BY LAVy LAYOUT SHALL BE MADE IN THE FIELD, AD ADJUSTED AS s.n a k s nzy a" - ;- +------}� •" " `� NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE ' °`'�1•' { i 1 -- 8t 4-CASS1 3 I RI Wd 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO "~`" °'" at! "�" , �: �� • EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND FINAL CONSTRUCTION. ,�°9i �► r ,� UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO 'u# �R- tae `- �- _ s€ WORKING DAYS Pft10R TO CONSTRUCTION. 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE - �,.��.....-.-- -� FOLLOWING CRITERIA: . IN IIAI� �.r p� RAND AY ' $. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC -8I I --- xCSfi , SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, PLANT IN ACCORDANCE WITH CITY STANDARD PLA S. f •<«�" ' �a'- '°•F ` "' AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN 'Al" ter+�-, � � : �, � �:� � yrs. �� SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY v S.n `� �' s r - K4 �5 -i u F rsus�u INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT I � RD ON THE PLANS. PLANTING %".. 'j4,s �r.>_ ♦ y n a'- r,. cap:°�"' �' _ � ,f� riS A 5113 I I Cj ,. - • 3 �,,,�F ,��, �. r,,,..ss,,,, .... ,. DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, ASL-9 nl, 'A t^ �•<.- :ASST cJ '' --� rlxGp 'ST ETI 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED DETERMINED BY THE CITY INSPECTOR. 7AIIA" '� ' "" ` "' `' '' �' L0S`�"Cza £T WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND YIC 1 R a z 31 < t • Y Y`a P]1f ,, U RNfRA STI_ a !! P'a'�•w >: {� � �u � � STRUCTURAL CALCULATIONS HAVE BEEN APPROVED 8Y THE ACCEPTANCE BY THE ENGINEERING DIVISION. a P ♦ s :i�� � PARK� LNI • ra ra•' ,,�c T .Z% r CTURU..ST- VICTORIA 33 CITY ENGINEER. p�gN3 ONLY. ARE TO BE PLANTED PER PUBLIC IMPROVEMENT L`y �''V glF iMl KCr 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2'WIDE - s n � ¢- FLAT AREA AT THE TOP OF SLOPE,AND ALL SLOPES SHALL 15. PROVIDED FOR YOUfl CONVENIENCE ARE THE FOLLOWING: o- � ,,a s, R �^ pJ1D. " ` ' HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. us.o yr a 'n'- u.a I; ;askx a �,.L•.ri Nay . A �, A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST. (818)969-7911 � A a y > ,` 9 u � y°yin �`s 4 9- UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT JAMES FRET * . PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION 77 - TIN ifs �'1-- 9 _ - •°� FROM THE INSPECTOR THAT ESTABLISHMENT IS B. GENERAL TELEPHONE (800)483-3000 }3SJ�'F` ..oca .. ...a- - if �.". iz4J _- - - �� ACCOMPLISHED AN ADEQUATE MAINTENANCE PERIOD a _ ��` �":;, , TJS Yv.` a } (TYPICALLY 180 DAYS)SHALL COMMENCE. SAID MAINTENANCE C. SOUTHERN CALIFORNIA GAS COMPANY (800)427-2200 i . 9 TYPI x SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, TERµ,uw�`u .s x�E'Ai" . +c•� t s� �` ` OAT 'c�j FALL COLOR,FLOWER COLOR,OVERALL PLANT HEALTH,AND D. CUCAMONGA COUNTY WATER DISTRICT (909)987 2591 �, ,�:t s, , tax o< +'',1. WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. 9$41 SAN BERNARDINO ROAD 1:37.•iPJRJ[L : i AAI/F i A` 'M'ZST3 p, K"'�,Kro rr i •,nu PL v y�I"a t j '' -� `;� I ��. �? � - � MAINTENANCE SHALL INCLUDE MOWING,WEEDING, IRRIGATION, RANCHO CUCAMONGA,CA 91730 i,,< +` ,L.�„-,,,, "• �• PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW r °• r -R t y1 'E;, p GRADE,FERTILIZING,AND APPLYING SUCH SPRAYS AS ARE E. METROPOLITAN WATER DISTRICT (909)593-7474 i F v a i �:'� ►� a NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE '' r�• "` :- ` 31"LIUMT,` a `"w '" L "------ ALSO INCLUDES ALL REPAIRS, REPLACEMENT,CLEANING, AND F. ADELPHIA CA13LEVISION (909)983 9895 N.T.S. ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN DUPONT ST. GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED (PORTION OF RED HILL) PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. ONTARIO,CA 91762 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED G. MARKS CABLEVISION (800)566-2757 PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. FOOTHILL BLVD.#120 - ,� RANCHO CUCAMONGA,CA 91730 RESPONSIBILITY P O N S I B I L I 1 Y n /) /, P RECOMMENDATION. MAINTENANCE S ��/�/� 1. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE H. SOUTHERN CALIFORNIA EDISON COMPANY (800)655-4655 1 DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 7951 REDWOOD AVE. ®N l)LTAN� "S 760-438-0525. FONTANA,CA 92336 L A N D S C A P E CIVIL ARCHITECTURE MDS CONSULTING SITE PLANNING 355 E. Rincon St., Suite 219 4 w o Corona, CA 92879 et _ LANDSCAPE QUANTITIES _ - 10221-A Trademark Street Tel; (951) 340-2004 m _ _ Rancho Cucamonga, CA 91730 Fax ;(951) 340-9205 Tel (909) 484-2800 ., Fax (909) 484-2802 LU ' DAYCREEKREEK BLVD. GTY. SIDE `` f r ' Platanus racemosa California Sycamore 2 EA 36"box 4 Richard Krumwiede - - - Pyrus calleryana'Aristocrar Aristocrat Pear 8 EA 15 gallon CA Lie. #2834 AZ Lie, #29115 WILSON AVE. NVUe. #446 -- - y— -_ --- Washingtonia robusta Mexican Fan Palm 4 EA 15 BTF TOTAL AREA 13,330 S F ' TOTAL ACRES 0.31 Acres w KARDSCAPE AREA 2,316 SF , CONCRETE CREDIT(>4'WIDE) 614 SF �� CL O Uj r DESCRIPTION OF REVISION DATE APPROVED -__ ITV of RANCH® CUCAMONGA SHEE'rS : L-2, L-4, L-6 - - - T TRACT 1672 _ - BANYAN STREET OTY. SIZE LANDSCAPE IMPROVEMENTS J TREES °0 �, F-- BANYAN ST. ! Pinus canariensis (Standard) Canary Island Pine 14 EA i5 gallon NORTHWEST CORNER OF DAY CREEK BOULEVARD & BANYAN STREET S U M M I T AVE. mia x'Muskogee' Purple Crape Myrtle 10 EA 24'box - ROW 2004 01927 - - - - -- _ ,.�... Lagerstroe � Rhus lancea (Standard) African Sumac 11 EA 15 gallon TOTAL AREA 18,260 SF lJ.J TOTAL ACRES 0.42 Acres TITLE SHEET i - -- HARDSCAPE AREA 7212 SF - 1,070 SF APPROVED BY: _ DATE: (n � � _ CONCRETE CI�EDIT(>4'WIDE) � �t r _-y-- _�'- - (�R 03®)TOTAL L.F.OF CITY MAINTAINED RET.WALL 315 LF CAS 4 CITY ENGINEERRv__VINTAGE AVE. �, I/7A RCE No. 24953 a y. DESIGN ARCH DESIGN GROUP REC�O�ENDED KPF LANDSCAPE ARCHITECTURE r SITE PLANNING `-- E ►�" s—tea,` 10221-A TRADEMARK STREET SHEET DRAWN RANCHO CUCAMONGA,CA 91730 KPF TEL: (909)484-28W FAX: (909)484.2802 �"- Q- -- Date �� -- _ / N.T.S. qr oQ CHECKED RLA No. 2834 DRAWING NO. F OF Cp JAGpgTE 1/11/05 JOB No. 0378-5 20161 ROUTE 30 PROJECT SHEET OF CONSTRUCTION NOTES 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT !S OBVIOUS THAT 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 CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. 2. WALL AND FENCE LAYOUT SHALL CONDO ENCOES SHALL BE PROVIDED B Y OFESCOPEECONDITIONS.RIOR STAKING FOR LOCATION OF WALLS TO EXCAVATION OF FOOTINGS. i 15 3. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN. 1595.3 ►� 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND It UTILITIES, PIPES AND STRUCTURES, CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 49 CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS ti REQUIRED. REFER TO IRRIGATION PLANS, AOT MAY ALSO REFER TO PLANS PREPARED BY JFI INC. 7, PA� 16 FOR ADDITIONAL SLEEVE LOCATION ON. �$ 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS 6 REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. o 1591.0 `4'6 { a) 07. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. s, w - �, 8. ALL CURVILINEAR WALKS, CURBS, MOWSTRIPS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH 1 P.A. 9 12-9� - �, CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. PA. ao IS9. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE Q DESIGN ELEVATION SHALL TAKE PRECEDENCE. -= 8 4'4 15% ' '' T — 10. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP. 11. FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS O R CONSTRUCTION (GREEN BOOK: 2000 EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO Vis. Y SECTIONS 4, 201, 303, AND 400, AS WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION, PRE �- C AND POST INSTALLATION OF CONCRETE WORK, MATERIALS, LABOR, AND CLEAN-UP. O y A12 w 1591.0 _ - '_. _s _ CONSTRUCTION LEGEND y � � ` � �a 4r �• �' _ ED 1 SLUMP STONE /WHITE FINISH BLOCK PERIMETER WALL w/STONE VENEER ACCENT PILASTERS PER � -06117).w CIVIL ENGINEER S WALL PLANS PMT. #2004 V4, 4 u 17 SLUMP STONE /TAN FINISH BLOCK PERIMETER WALL w/SPLIT 9 -FACE ACCENT PILASTERS PER CIVIL � P' '�A YY11 s" �_ _ ENGINEER S WALL PLANS (PMT. #2004-06117). — P.A. S $'6 _ 3 EXISTING SLUMP STONE PERIMETER WALL TO REMAIN, PROTECT IN PLACE. 1590.8 �'�`` �-3' PLANS DRAWING #1803 . - ' RETAINING WALL PER CIVIL ENGINEERS ( ) SPLIT-FACE BLOCK RETURN WALL PER SEPARATE PLAN SUBMITTAL. SEE TYPICALS' PLAN PACKAGE w (0) (8'-9' PREPARED 9'-3" \ L•' 4 RED BY ARCHITERRA DESIGN GROUP. 15 U) � � ��,. � �� r ri i .SPA 12 16 3,. ` J M � A 6 CITY SIDEWALK PER CITY STANDARD NO. 103. REFER TO STREET IMPROVEMENT PLANS. SEE CONST. g 4'-0"A 13 �,��� .` W Nrf , `? PLAN FOR REFERENCES TO HORIZONTAL CONTROL. ® 3 1588.9 1 1589.2 :1 1589.6 1 1589.8 1 1590.2 ' 1590.4 �,`'1`,����ti�ti� T_ � PLANS. 588.7 6'-6 1Q�.ti` r I 7 ACCESSIBILITY RAMP PER STREET IMPROVEMENT 0I a 2 11 11 ���>>lti�• �... n' ��' _ 13 12 15 a 14 ;� LIMIT OF WORK �,, 1a �-������»� »>�»�������»����� ���������1ti��»����a�,a�ti4������ ��� a��������ti�ti��� ������������ti������ti�������v����.�a��� �.��Lti���t���t������� ���»ti�������������ti� '~~ PA. Q r '0"'PAi ` `� STREET LIGHT PER STREET IMPROVEMENT PLANS. 10.0 - 1 ti 0 ..✓: 1 ``� 10 0 -" TYP _ �' `•' ,A, T . .k ' 16 9 DRAINAGE CATCH BASIN PER ENGINEERS PLANS. r. � . ♦ �: .`� ..__.. _._. __ _ ._ .- _ - _ , G%. i9s Os F Os vie O4 N �J �- 107 B.C.R. A 12 EC = Y r $' P.A. A .r ' r. C �; ''- _ �✓ ' i 10 CURB AND GUTTER PER STREET IMPROVEMENT PLANS. I ( ".r3 1 8 3_ Y >. .,A r A �°' e� 7 ll A c� �� PA. '�. ,-, � �a' � `_ -� = PA. ,gr . a, ,�:. ,. � P.A. � �ra� Y�� r� _ ..:- e� .� 3, .. „�� �r ,q P.A. �tj' ED BY THE CITY A r _ _ - a 8 K. A; _ ,� LANDSCAPE BOULDER AVAIL. FROM LOCAL ROCK QUARRY APPROVED , A rn = Ns , . rB dCwf'^,v:q -� �' T ��y C� r PA 4 00 4 °� oo4 Y9 $ 11 4 00 N 1 r DETAIL NO. 542 SHEET L-3. _ �, .� - - � ��•. _.. _._ .- � � .- _ c w � .- _ � •- .. � . . ,... PER DETAILS A & B (CITY STANDARD D )� _ ... ,:. .,. .-•--:.. . r.- .. !J-.-.,. _.-.- >^ � -.., .:.. ..�..__: .a as _ .__.._- ;y ,- ®� ...-,.. _ _., r_! .:. .. -P _ ... . _. ,rY-r, - u a .a - .a � ,7 _ .� !� 1�ti n { _ q v: �, t 10 A. 36 �O - -- PA �s :� �- PA �' r I y' ..r C Y' X ---- \\l� �ti�t��� 1���� ��» � t�����11 �1�� .������»»����������������ti���ti1zti���i����1 7�3 »_ _ ------------------------------------ ----- -----���t ------------ ----- ---- ��N&���� ti�� ``�'�� 7 LIMIT OF WORK - ___________________ v 12 COBBLE PAVING PER DETAILS B THROUGH E (CITY STANDARD DETAIL NO. 542}, SHEET L-3. ------- _ 35 6 33 37 12 38 - -- ---- - 44 - —I - �- - - ,o �--- - -� - BANYAN STREET— -� --�— - - � -_-_ - -.� - -�-- 1 13 6" CONCRETE HEADER PER DETAILS B & C (CITY STANDARD DETAIL NO. 534 & 542), SHEET L-3. 6 10'-6° 22-6" 17'-3° 14 MONUMENT WALL w/STONE VENEER, DECORATIVE PILASTERS AND PRECAST CONCRETE SIGN. SEE V-90 93'-3° 108'-3" 115'0" 58'-s• DETAILS F THROUGH J, SHEET L-3. w 15 EXISTING RETAINING WALL PER CIVIL ENGINEER'S PLANS. 16 EXISTING MEDIAN. 17 FIRE HYDRANT PER CIVIL ENGINEER'S PLANS. SHEET KEY MAP —. W W cc>d _j LJ 2 z WILSON AVE. Ul DESCRIPTION OF REVISION DATE APPROVED Cc ; a CITY of RANCHO UCAMON"A TRACT #16726 .$ANYANST. ` m LAND S- CAPE IMPROVEMENTS W NORTHWEST CORNER OF DAY CREEK BOULEVARD & BANYAN STREET VINTAGE AVE. ROW 2004-01927 LINETYPE LEGEND cc RNV AND PROPERTY LINE /® CONSTRUCTION PLA • - - - ' EASEMENT ROUTE 30 DATE. N.T.S. APPROVED BY: ncier r®unci Service Alert ---�--"" CONCRETE MOWSTRIP U v " dA F 4 CITY ENGINEER RCE No. 24953 -- ; SLUMP BLOCK WALL w/WHITE FINISH ���� �a°��� DESIGN ARCHITER A DESIGN GROUP RECp,�1/I�ENDED , �. ,r a s Call: TOLL FREE ;i 3'-6"TO 6'-0" POURED-IN-PLACE MONUMENT WALL P LAN C ROSS REFERENCES w ,� ' I/ ` KpF LANDSCAPE ARCHITECTURE • � ---���--\---=== w c� - SITE PLANNING ,I aC, s" "{ 10221-A TRADEMARK STREET SHEET w � [] SLUMP BLOCK WALL w/TAN FINISH a DRAWN RANCHO CUCAMONGA,CA 91730 L (( - ae STREET CENTER LINE FOR NOTES AND LEGENDS, SEE THIS SHEET ilr MPw TEL: (909)484-2800 FAX: (909)484-2802 II �1 -8®0 FOR CONSTRUCTION DE"TAILS, SEE SHEET L-3 Data - �tl� EXISTING SLUMP BLOCK WALL — RLA No. 2834 DRAWING NO. FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-4 qr oQ CHECKED 422-4133 �.� SCALE: 1" — 30' F p ��� RETAINING FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-6 F cp �Rc DATE 1/11/05 __JOB No. 0378-5 2016-L PROJECTSHEET_ OF TWO WORKING DAYS BEFORE YOU DIG COBBLESTONE +--2%IN R.O.W. FLAT SIDE UP 9 PCC MOW CURB cast L MORTAR TOOL MORTAR JOINTS SIDEWALK 1) PER CITY STD.534 TO ACCENT COBBLE OR CONCRETE STONE V?(1'-1• HEADER HAHDSAPE �� l �� f) •- v v �) J i MORTAR EVEN W)CURS tt MIN. CURB r: r, AND WALK 3 MINIMAUMCONCRETE BED UNDERNEATH COBBLESTONE 2r ULR CASE Z ((LOCAS PER PLAN) a MIN SOIL COBBLE SOS DEPTH AT 1 SIDEWALK OR CURB COBBLESTONE EDGEO CONCRETE HEADER•112'RADIUS END CONDITION _~ 1'IN LAWN (IINSSTTAALLL AT GRADSED E LEVEL AT&FINISH SWPLAN E N IN BE CROSSINGS) i/2'RAD. }1:2 MINIMUM • CONCRETE BED EE NOTE FINISH GRADE HOWDAY COMPANIES-AGGREGATE MIX •• • . ar zrzr - ,�... MIX N0.CMI 255 • CASES 1 zrte• MtoRTAREOsTONEswALE '�• :• MixVdeighYs w Pounds A.V. . j DEPTH - . . TYPE LIN CEMENT 520 3.15 2.65 ,y1 CEMENT-SKS 5.53 AGGREGATE GRADATIONS • : �: : :'' .`: ;• • 3 RE-BAR CONTINUOUS • �y COBBLESTONE CONCRETE CURB (UNLESSOTHERWISE INSTRUCTED) SIEVE SIZE= ;. #2-T`5". :' " #3-t" SAND COMB. ". SPECSy.`_ ` rCONCRETEBED wJE3BAA #2-1.5"AGGREGATE 0 2.63 0.00 1.5" 97.1 100.0 100.0 100.0 100 100 \ BENEATH COBBLE %OF AGGREGATE 0°/D 1" 29.8 98.9 100.0 100.0 99 95 TO 100 lo 013/4" 7.9 76.4 100.0 100.0 88 77 TO 93 SEEABOVEDETAIL 2,63 9.44 1/2" 4.4 20.6 100.0 100.0 60 CURB SGUTfER FOREN_OCONOmON #3-1"AGGREGATE 1549 2 MIN.i 4'MAX RAD. OF AGGREGATE 50% 3/8" 3.2 6.8 91.3 99.6 52 50 7 7 #4 2.1 2.9 18.3 99.6 43 39 TO 51 �g #4-PEA GRAVEL 307 2.61 1.89 #8 0.0 1.9 4.0 82.0 34 31 TO 41 %OF AGGREGATE 10% #16 0.0 0.0 2.2 60.9 25 22 TO 32 MOW CURB PER PA , CITYSTO.534 •= .': :••:• ': ' ••• . . • • . 37.1 15 12T022 0'PCC #30 0.0 0.0 1.3 LEGEND: :`'► : :�:: +;. : : : ;'' ::S:i�••' CONCRETE SAND 1230 2.61 7.55 #50 0.0 0.0 0.0 16.8 7 3 TO 3 MIN.14'MAAX.RAD. :'�::'; 1. BOULDER PER CONSTRUCTION PLAN.RECESS AT LEAST 113 OF BOULDER'S %OF AGGREGATE 40% #100 0.0 0.0 0.0 5.5 2 0 TO 3 DEPTH INTO SUB-GRADE AS SHOWN. PLACE BEFORE FORMING CONCRETE NOTES SIDEWALK HARDSCAPEg. T TO APPROVE BOULDERS AND SPOT CONCRETE CLASS 52aD-2500. JOIN AT RIGHT ANGLES(TYP.) #2OO O.O O.O O.O 2.4 1 OTO 2 PAVING. LANDSCAPE ARCHITECT 1. Co LOCATIONS PRIOR TO INSTALLATION. 2 ROCK SIZES,UNLESS OTHERWISE SPECIFIED,SHALL BE: 1. PROVIDE SOME JOINTS AT 10 0'O.C.AND 3A8`EXPANSION ENTRAPPED AIR t.5% 0.41 %OF MIX 0% 50% 10% 40% 1000/0 BOULDERS:MAX 3-UP=MIN.2-0' JOINTS AT 20-0'O.C. 2. 112'POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. COBBLESTONES E 1/3 EM MIN.B WITH ONE Fur SIDE 2 8'WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND 3. BOULDERS SHALL HAVE V3 EMBEDMENT,COBBLES SHALL HAVE 23 EM,BEDr,>ENT. GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND WATER-GALLONS 38.0 1.00 5.07 'A� 4. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS'U'MORTAR.L PART CEMENT PRIVATELY MAINTAINED AREAS. NOTE:WASH TO ACHIEVE SAME EFFECT AT SAMPLE yv r ROVED)AREAS. NOT HK7H 3. ADJACENT CONCRETE PAVING POURED AROUND BOULDER. SEE CIVIL TO 2-112 PARTS SAND,2000 PSI PORTLAND CEMENT CONCRETE.(NO'DRY-PACK`IS ALLOWED) a CONCRETE TO BE 520-C-2500 MN. PRESSURE. CONSULT INSPECTOR S A SAMPLE AREA,MIN.40 S0.FT.,SHALL BE APPROVED BY THE CITY INSPECTOR,PRIOR TO N 27.00 ENGINEERS PLANS FOR FINISH. PROCEEDING WITH REMAINING ROCK WORK FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE CITY INSPECTOR TOTAL: Q ROCKS SHALL BE SMOOTH,ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS 3 EXCESSIVE IRON CONTENT. 4. 90%.COMPACTED SUB GRADE 7. ALL COBBLESTONE AREAS SHALL HAVE S'x W CONCRETE HEADER AS AN EDGE AT PLANTING.S. RANCHO /� /� ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2%MIN.AT ALL TIM,I£S WITHIN THE R.O.W. CITY O F RANCHO C U C A M O N G A 11/`A L I F O R N IIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: STANDARD PLAN CONCRETE HEADER APPROVED BY: RIVER WASHED GRANITE STANDARD PLAN 534 W COBBLESTONES 54 Z CITY ENGINEER DATE SE W17N STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 NR.c.E. 24953 w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 1 R.C.E. 24953 PAVING COBBLE PAVING CONCRETE HEADER - - ONCRETE AGGREGATE MIX AGGREGATE GRADATION BOULDER BY G 102, 43 3 SCALE: N.T.S. #0001 SCALE: N.T.S. # 542 SCALE: N.T.S. # 534 SALE: N.T.S. SCALE: N.T.S. 26" LEGEND: 3 4 SEE DETAIL F, B A 2 3 ; 2 SEE DETAIL F, � 1 1. 4'THICK POUR-IN-PLACE NATURAL COLOR CONCRETE CAP TIED TO 14 VERT.REBAR IN WALL ALTERNATE THIS SHEET THIS SHEET 6 FOOTING NOTE:CONTRACTOR TO TIE PILASTER BENDS INTO CAP. PROVIDE(2)TWO#4 REBAR HORIZ.SET IN MIDDLE OF CAP AS SHOWN. PROVIDE SAW , r FOOTINGS TO WALL FOOTING AS ONE POUR. CONTRACTOR CUT JOINTS EVERY 24'o.c.IN CONCRETE WITHIN FIRST 24 HAS.AFTER POUR. 4 , WILL BE RESPONSIBLE FOR VIBRATING ALL CONCRETE LID WITHIN SIGNAGE TO ELIMINATE ALL VOIDS AND AIR POCKETS 2 NATIVE WASHED ROCK COBBLE(FROM LOCAL SOURCE)35-45 DIA MAX THICKNESS MORTARED TO C� CONTRACTOR TO PROVIDE EXTREME CARE WHEN VIBRATING r NOT TO HIT OR TOUCH STYROFOAM LETTERING. POURAN-PLACE WALL. BATTER i'OVER 9'VERTICAL RISE ON PILASTER,NO BATTER ON WALL.JOINTS O NOT TO EXCEED 112'RAKED CLEAN. CONTRACTOR TO ATTACH MASONRY CLIPS TO WALL AND PILASTER $ , PER MANUFACTURER'S RECOMMENDATIONS. - o o Rancho tiwa da o � o 3. NATURAL COLOR PRECAST MOLDING#J-4-L BY CALIFORNIA PRECAST(909)657-7913. MITER CUT CORNERS 6 �^p O - 270 32r it AND MORTAR TO MONUMENT WALL..ALL JOINTS TO BE SMOOTH AND EQUALLY SPACED AROUND RADIUS OF WALL, ' � N � o Gp 1� O° 19•aHA 4. MONUMENT LETTERING TO BE RECESSED 1 112'AND TO BE 1'WIDE X 12'TALL (UPPER CASE LETTERS). Q � � PILASTER ELEVATIONVIBRATE FORM TO REMOVE AIR BUBBLES FROM MONOLITHIC WALL POUR. FONT TO BE"LINOSCRIPT'AND 9" TO READ"Rancho Etiwanda'. CITY INSPECTOR TO APROVE FOAM LETTERING LAYOUT PRIOR TO FI FVATION A-A LEGEND: ` CONCRETE POUR. SEE ENLARGEMENT FOR SAMPLE HEIGHTS AND SPACING FOR LETTERING.(MATCH EXISTING SEE DETAIL F, SEE DETAIL F, MONUMENT WALL ACROSS STREET TO THE SOUTH). SCALE: 114"=i'-0" THIS SHEET B THIS SHEET A 1. SMOOTH CONCRETE FIELD wr RECESSED CONCRETE LETTERS AND NATURAL COLOR PRECAST ' 1 10 BATTER MOLDING PERDETAIL F,THIS SHEET. 5. MONOLITHIC POURED CONTINOUS CONCRETE FOOTING. PROVIDE MIN.6'COVER OVER TOP OF FOOTING 5 2 2 TO FINISH GRADE. 2. (2)TAPERED ROCK COBBLE PILASTERS.SEE DETAIL F,THIS SHEET. 2 9 6. (3)THREE 14 HORIZ REBAR CONT.SET IN MIDDLE OF CONCRETE FOOTING AND TERMINATE.TIE 4 1 3. (2)TAPERED ROCK COBBLE PILASTERS.SEE DETAIL J,THIS SHEET. 5 } INTO LOOPED REBAR OF PILASTER FOOTING. 3 26"SQ. 2 5 J 8 4 (i)MAJOR PILASTER PRECAST CONCRETE CAP.SEE DETAIL!,THIS SHEET. P 3 .I 7. (2)TWO 44 VERTICAL REBAR 18'O.C.TIE INTO HORIZONTAL REBAR AND FOOTING ALTERNATE BENDS AS SHOWN. 11 24" 5. 3'6'HIGH TO 6'0'HIGH POURED IN PLACE MONUMENT WALL AND 4'THICK POURED IN-PLACE . 7 5 8. 14 HORIZONTAL REBAR CONTWOUS TIE INTO PILASTERS AT END OF WALL. S(� p O NATURAL ONT COLOR SS CO CONCRETE REAALL CAP.SEE DETAIL F,THIS SHEET.VENEER TO BE STONE ON 8 - 4 fF{{ �o ,. L[ 8 9. IWX82 8 X 16 and 20'X e X20'PILASTER CMU BLOCK FILLED SOLID WITH(4)#4 VERTICAL REBAR IN - g EACH CORNER.TIE HORIZONTAL CONTINUOUS REBAR FROM WALL TO VERTICAL.TIES. O 0 (� 8. 6'CONCRETE HEADER PER DETAIL C,THIS SHEET. ' o [Ranclo Etiwanda 15'0" 1 5 7. ADJACENT COBBLE PAVING.SEE CONSTRUCTION 7 10. NATURAL COLOR PRECAST CONCRETE PILASTER CAP#Q-H26PC BY QUICK CRETE PRODUCTS(909)737.8240. o 6 0 �* p O ����" qn PLAN FOR LAYOUT. $ ', ■ 2 G7 12 i,. STUCCO FINISH ON REAR OF MONUMENT SIGN.COLOR TO MATCH ADJACENT PERIMETER WALLS. o p wo 6 6 p o b� p 8. LANDSCAPE BOULDERS.SEE CONSTRUCTION PIAN - _ 12. COMPACTED SU13GRADE PER SOIL ENGINEER'S REPORT. FOR SIZE AND LAYOUT. .... . _ '.:: 29"SQ. 45* 32"SQ. -- P 12 NOTES: ,�----,� I 6 3 B B SECTION B " B A CONTRACTOR WILL BE REQUIRED TO PROVIDE SHOP DRAWINGS PREPARED ELEVATION R-101 BY A SIGN SHOP FOR CITY REVIEW PRIOR TO PURCHASE OF STYROFOAM LETTERS, SCALE: 1/4"=l'-Om SECTIONA - A B ALL STEEL TO HAVE A MIN.OVERLAP OF 18 X DIAMETER AND WIRE TIED AS REQUIRED. • MONUMENT WALL/PILASTER MONUMENT WALL LEGEND MONUMENT WALL LAYOUT 4 SCALE: N.T.S. LEGEND: SCALE: N.T.S. SCALE: N.T.S. 1. NATIVE LOCAL RIVER WASHED COBBLE re-V da MAX THICKNESS.SAMPLE AREA ��D APF 45"@ BASE TO BE APPROVED BY INSPECTOR AND COBBLES TO BE SMOOTH,ROUND AND FREE OF OBJECTIONABLE DISFIGURATIONS AND y O/� tnW/cae 9�9 IRON CONTENT. i■ 24" 4 LEGENDto 36'@ TOP 2. 8 x 8 x 16 CONC.PRECISK)N BLOCK AND 1. NATIVE LOCAL RIVER WASHED COBBLE v 8 x 8 x 8 HALF BLOCK SEE SECTION A-A 1 6'-8•da.ALL SIDES.SET IN MORTAR BED @ BATTER ' g 9 FOR LAYOUT.GROUT ALL CELLS SOLID. 9r ANGLE AS SHOWN.RAKE JOINTS SMOOTH.SAMPLE gna ur " AREA TO BE APPROVED BY INSPECTOR AND COBBLES * 7 1 0 I 3. #4 CONTINUOUS HORIZONTAL REBAR 2 2 TO BE SMOOTH,ROUNDED AND FREE OF OBJECTIONABLE @ 24'O,C.GROUT FIRST CELL SOLID WHERE MAXDISFIGURATIONS AND IRON CONTENT. 1 DOWELLING OCCURS. BATTER � oal" 2. 16'SQ COLUMN BLOCK,I?SQ COLUMN BLOCK,AND ATF OF C ON, 1' `-p T 8 x 6 x 8 PRECISION HALF BLOCK SEE SECTION A-A 4. #4 VERTICAL REBAR @ 24'o/c. 2 7 FOR LAYOUT.GROUT ALL CELLS SOLID. 5. PRECAST CONCRETE MOULDINOL 3 3. 14 VERTICAL REBAR @ CORNERS. MODEL#J-9-8.5-H AVAILABLE THROUGH CALIFORNIA PRECAST(9091657-7913 A A ALLOW 46 WEEKS FOR DE(JVERY.MOUNT 4. NATURAL COLOR PRECAST CONCRETE CAP#Q H24PC BY TO BLOCK ALLOWING MOULDING TO QUICK CRETE PRODUCTS,TEL(909)737-6240. BATTER 4 PROTRUDE 31/2'BEYOND COBBLE 6 5. PROPOSED CONCRETE FOOTING PER STRUCTURAL 8. FINISH GRADE • • ENGINEER'S REPORT. 3 7. PROPOSED CONCRETE FOOTING PER ' - ' S. 90%COMP.SUBGRADE ALL MONUMENTATION TO BE EXACT MATCH TO EXISTING STRUCTURAL ENGWEERSREPORT. 5 7. FINISH GRADE MONUMENTATION, LOCATED AT SW CORNER OF BANYAN STREET g s 9oq•COMP SUBGRADE AND DAY CREEK BLVD. DESCRIPTION OF REVISION DATE APPROVED 9. PRECAST CONCRETE CAP#Q-H36PC AVAILABLE THROUGH QUICK CRETE(909)737-7032 CITY of RANCHO CUCAMONGA 8 ALLOW 46 WEEKS FOR DELIVERY. 3 2 TRACT #16726 2 a- 3 LANDSCAPE IMPROVEMENTS A OR 4 N ' NORTHWEST CORNER OF DAY CREEK BOULEVARD & BANYAN STREET <r • • ROW 2004-0192 RECTION A-A 7 SECTION kA DOTE: CONSTRUCTION DET o '�.• A.CONTRACTOR TO PROVIDE MASONARY CUPS AT ALL JOINTS. APPROVED BY: - - DATE: Roe a h1,10-&WCITY ENGINEER RCE No. 24953 OR PER TRUC ENG. DESIGN ARCHITERRA DESIGN GROUP RECO MENDED KPF LANDSCAPE ARCHITECTURE TURE PILASTER DETAIL SITE PLANNING MAJOR PILASTERTRADEMARK STREET SHEET NOW RANCHO CM ,CA 9 0 SCALE: N.T.S. SCALE: N.T.S. SCALE: SCALE: MPW TEL: (909)4842800 FAX: (909)4842842 L-3 CHECKED RLA No. 2834 DRAWING NO. JRC DATE 1 11 05 JOB No. 0378-5 2016-L PROJECT SHEET__.,T OF IRRIGATION LEGEND aM MANUFAICIURIER MODEL NUMBER DFS .RIPTION RADIUS 09M. 'L$.1. XEIZ REF- L1 b_ RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' .10 30 XER. REF.I.7 0 RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' .20 30 RAINBIRD 1812-SAM-PRS-5F POP-UP-SPRAY HEAD V .40 30 ' RAINBIRD 1812-SAM-PRS-6VAN POP-UP-SPRAY HEAD 6' .40 30 NOTES: II> RAINBIRD 1812-SAM-PHS-80 POP-UP-SPRAY HEAD 8 .34 30 IRRIGATION 8; • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD .50 30 1. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,IS REQUIRED AT ALL POINTS OF CONNECTION. 1 !k - 0 RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER t POINT OF CONNECTION NOTE : METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. I 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR i) I ' RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' .70 30 (IF REQUIRED),FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED BY CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND DOWNSTREAM TO A NEW 11/2"DOMESTIC WATER METER. REFER TO I� W RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 10' .40 30 SPECIFICATIONS,MANUFACTURERS'RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE UTILITY PLANS FOR ADDITIONAL INFORMATION, EXTEND NEW TYPE T TO BE A3 DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. �� " PER LOCAL CODE AND INSTALL A 11/2" 49 •'��\\\\ � 80 30 EQUIPMENT K COPPER PIPE(OR AS .). " '�-- ° � =_ � V RAINBIRD 1812-SAM-PRS•10H POP-UP-SPRAY HEAD 10' 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN ACOAST GUARD SHACK CGS-1 " w PRESSURE REGULATOR A 11/2 BACKFLO PREVENT ER A 1114 FLOW ENCLOSURE,AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER METER, ANDA 11/2"MASTER VALVE AND EXTEND MAINLINE TO 7 s'a' 4„ I RAINBIRD 1812 SAM PRS-10F POP-UP-SPRAY HEAD 10' 1.60 30 POSSIBLE. VALVES AS SHOWN. 4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC,SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY 1586 TC + RAINBIRD 1812-SAM-PRS-IOVAN POP-UP-SPRAY HEAD 10' 80 30 CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND STATIC WATER PRESSURE: 123-130 P.S.I. 3'4 EQUIPMENT,AND ARCHITECTURAL FEATURES."' SYSTEM DESIGN PRESSURE: 70 P.S.I. r�2 RAINBIRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD 10' 70 34 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO MAXIMUM IRRIGATION ION DEMAND: 34 G.P.M. ` 314 X COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY ! 1 1812 _ xa V RAINBIRD -SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 TO THE CITY. 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND a' s 1 STRUCTURES AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE ` O RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 CITY,FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. Y N 9 28 ' 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH PREl1RE REGULATOR MODULE(PfO)NOTE: s 1- �r '� RAINBIRD 1812-SAM-PRS-I2VAN POP-UP-SPRAY HEAD 12 .70 30 MINIMAL OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND f * 11/4" 1384 SO.FT INSTALLATION OFA PRESSURE COMPENSATING NOZZLE SCREEN{PCS)IN ALL SPRINKLER HEADS AT INITIAL CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL I s '� RAINBIRD 1812-SAM-PRS-15Q POP-UP-SPRAY HEAD 15' .90 30 CONSTRUCTION. VALVES AS NECESSARY TO ALLOW SUFFICIENT AMOUNT OF z 8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPRAY PRESSURE TO OPERATE EACH VALVE. 1 RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR � 13ra t 11rr ti SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER _ - i i/4 0 RAINBIRD 1812-SAM-PRS-15F POP UP-SPRAY HEAD 15' 3.70 30 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. 8 34 9. INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE 1� ,; ` RAINBIRD 1812-SAM-PRS-ISVAN POP-UP-SPRAY HEAD 15' 94 30 CONTROL VALVE(RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTAL!TERMINAL ` S ti 1O 25 STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. 3'4 C;lrta' 11/4 13$0 sa Fr 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF , . ■ ■ • 111{4 I NOTES: WATER PER WEEK(GROUND COVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHTI5 DAYS A WEEK BETWEEN THE ♦ • HOURS OF 9:00 P.M.TO 5:00 A.M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. ♦• oo ti 1 CO 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. , 8 2$ 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY rs ® 1 / � „ TO REDUCE OVERTHROW ONTO WALLS,WALKS AND STRUCTURES AS MUCH AS POSSIBLE.SEE DETAIL'L', SHEET L-5 THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL f L`.'J ; ; q�� 0-?4' ♦ 11/4 977SQ.fT. BE BROUGHT TO THE ATTENTION OF THE CITY. 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET2040(PER LEGEND)-LR%TP-1,TP-110(LOCAL RADIO)W/ANT-1 >r 1591.0 N11/4" s'4' ;' 2 PORT INSTALLED WITHIN ASTRONGBOX(SB)24SSM20 VOLT CONTROLLERIELECTRICAL ENCLOSURE. MOUNT THE M l \ f' 1" £; 11 24 EQUIPMENT ANTENNA PORT(EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH i ti I COAXIAL CABLE. SYSTEM" BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF •*$ ♦ ti l/T a �;4; 11r;Y \ 11{211 899 SQ.FT 11/2" DOMESTIC WATER METERS PER CUCAMONGA COUNTY WATER DISTRICT THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE • ♦ 1 '+ 1 ' FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE • ♦ WATTS 403-RT-RW LINE-SIZE GATE VALVE PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER. o ♦♦ ` �'' tt/ -� 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED o c i4' UNLESS OTHERWISE DESIGNATED ON THE PLANS. •♦• a . ! . •'+ 3/a ` WILKENS 500 SERIES 1112" PRESSURE REGULATOR 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER t' -s y I HEAD 1S 114'ABOVE FINISHED GRADE. �.®"�C. ti ra•1 a'4 � FA FEBCO 825-YA 11/2"REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A ' , t 9 Y�� s COAST GUARD SHACK ENCLOSURE MODEL#CGS-1 W 14-1 1 3rf +� CALSENSE FM-1.258 1114"FLOW METER Y 0314• 7 26 SUPERIOR 3100 SERIES 11/2'NORMALLY OPEN MASTER VALVE ��'a' ` ,F s ti O , I 11/4' 1108 SQ.Fl. 4 18 3D 15 1590.8w,. R`�, a s 25 17 3 1`11 3ra" ,. XER.REF. L2 CALSENSE ET2000 24LR RRi-TP-1 24 STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 1453 SQ.Fr 11{2° 12$3 SQ.FT. 11/2° 1113 SQ FT 11{2 �� p �- 1-I- TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB 24SSi120 VOLT �.,``�� a• �e `4 0 r � N ,IN, 12 22 XER. REF. I.5 �► 4 r s ` F- 11/4° 917 SQ. Fr RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN 31 1 27 2 1 26 3 � `'� ' � © �_�>� '; \ -- I � RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE C�154 O.C. 1071 SQ.FT. 11/2° 1292 SQ"Fr 11/4® 1183 SQ.Fr 1 v4�' �ti�`'�~� >� a s'a' - 6 22 " 3(4'; i \ co ` �`�}��`�~��� 1r' We 1. e �4" e �t�; � � 11/4" 938 sa Fr - - " APPROVED CLASS 315 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18 1588.9 q 1589.2 q 1589.8 1589.8 1590.2 1590.4 tti 1114 �. r ' 1588 7 .. ~� i e�a(4Y , APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN,COVER 12" 1114' � 1114'"1. Ej a' �X $1, 11MI �� 13 25 ====== APPROVED SCH.40 PVCSLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS 15 14 1312 11 �`ti,,`., 1' 3/4� 1 e ,. e q OTHERWISE NOTED T OF WORK ,,� 11/4p 1032 SQ. Fr rr \\\\\ 1\\\\\\\\\\\\\\\\\\\\\U\\\\\\\\\\\\\\\\\\\\\\\\\ �� 11/4 1. e e i lie ( - life a Y x 1114' --�,f��4 � , ;' ,• �,.,1 _ � E7 3,4 e �( ■*14 - �'4" W_ r_� '�1414 O_41 �/ Bio 314Y I XERISCAPE ASSESSMENT SYSTEM SUMMARY z 34 114 „ „I q• _ O �-� - ' _ x ' 1114 * TRACT 16726 LANDSCAPE IMPROVEMENT* 11 4' 1114 1 1/M - �" V. � �C � 4 �� 1' � e . _ � �,. -�,q. ,*� , " 03114- a I RFFFRFN('Ft l AIMFD - �X-' ,••���?. 314 i t2■ 314 /r t ��3,,Qwt- �_..:-= �Y\� � �r,� rr�' � � .�,� - �r _ .�� 3' .y,t. �` [, -�.. x. r - r, L T° I g `` - �- 3!4 / 1/4 .,._x r-Y 3!4 1578 TCPOINT st` r' ) ■:t_ 1114" rkc . 314 4' � .. x.0314' 314' .� ,C..:._ -. � � .� � .� � 1 34 ?��f � � „�.x r - rr r ryry - �� �� kti 'i r- " , �r � 1 3,4 � r✓� w ;Xi v >. tY r�,�r 314 r.� Y - - y, oe ` � pry r` I. IRRIGATION(Point Value) r . .. Y _1 k �'x ;- 11( a r \ "' �� t? rr +Fyv ,y' - _- . - Y' 2' J r. r r�i'k ( " ® t ll4 a 11 w ; gallonage 9 ( ) L 411.1 w + w + + + ® + + w + • + + "� w + w + w w Y w + w + w w ® w + r - + + + + o � 1. Low allona a Irr, ation tem. 20 20 ® + .� .. + + + + + d��-314' •� Q �'"" �.`�" 3.4 rti M C ♦ 3/ 4 L\�� �\\\\\\�\ ���1����\\ti�.ti�ti\� \ti�ti\ \\\\ \\��\t\\\\\\��\\\\\\\\\\�\\\�\\\\\\\\\\\\\\\t�\ti»\\\��\\\\\\\\\\\\\Z�\t\ti�\\»>\\\\\\�\\\\\�\�������\\\�\\\\\\\\\\\»�\������\����\\�\\�\������4������\�\\\\\\\\\\\\���.���.»��\\ 3. Designed to water plants by watering needs.(10) 10 L-611.3 157 .orc� • LIMI T OF WORK 4. Soil moisture sensors.(10) 1579.0 TO 35 0 0 38 37 38 40 -I 1- - - -�--- '. - -1 - BANYAN STREET 4 - �- - - -T - - 5 -28--- - -I--- 5. - � ' , Rain sensors.(5) 5 L-411.5 26 19 _ 1 v2" 1598 SQ.Fr 6. Wind sensors.(5) - 1305 sd Fr. 11/2 SEE POINT OF CONNECTION ABOVE SEE CONTROLLER NOTE BELOW _.. !4(1.7 7. Sensitive to slope factors.(5) 5 101 14 31 8. Reclaimed or recycled water.(5) - - 32 18 11{211 1394 SQ.Fr 1381 SQ.FT. i mr, Total Points Claimed: 64 4 27 (Minimum Points Required: 60) lk 11/4' 1412 sa Fr SHEET KEY MAP PRESSURE LOSS CALCULATION PRESSURE LOSS CALCULATION W FARTHEST CONDITION WORST CONDITION Qo ,o> _ a� PROJECT: MONTERRA IV LMD BY: FAC PROJECT: MONTERRA IV LMD BY: FAC Z STATIC PRESSURE HIGH: 130 PSI LOW: 123 PSI STATIC PRESSURE HIGH: 130 PSI LOW: 123 PSI CONTROLLER NOTE : _ wl�soNAv1 SOURCE OF INFORMATION: RUSSELL SILVA SOURCE OF INFORMATION: RUSSELL SILVA CONTRACTOR TO INSTALL(1)CALSENSE WALL MOUNTED CONTROLLER, SUPPLIER: CUCAMONGA VALLEY WATER DISTRICT SUPPLIER: CUCAMONGA VALLEY WATER DISTRICT MODEL NO. ET2000-24--LR-RR-TP-I,TP-110, WITH COMMUNICATION MODEM w DESCRIPTION OF REVISION DATE APPROVED PHONE NUMBER: (909)987-2591 PHONE NUMBER: (909)987-2591 INSTALLED. CONTRACTOR SHALL PROVIDE ONE, (1)STAINLESS STEEL � VALVE STATIONIGPM: STATION: 9 Uj GPM: 26 VALVE STATION/GPM: STAT ION: 16 GPM: 34 MOUNTING PEDESTAL(STRONGBOX MODEL#. SB-24-SS/120 VOLT) ci •- �/ ® � /� I RANCHO GIJ (""AMO /� nREFER TO ELECTRICAL PLANS FOR 120 VOLT POWER SERVICE LOCATION FOR I a T /--�' V r I�J lJ V ITEM: P.S.I. LnS ITEM' P S 1 LOSS: HOOK-UP OF AUTOMATIC CONTROLLER. COORDINATION OF FINAL HOOK-UP o= __ OF CONTROLLER SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. FINAL LOCATION AND EXACT POSITION OF THE CONTROLLER Uj TRACT #16726 WATER METER SI-LE: 11/2" @ 26 GPM 1.40 WATER METER SIZE: 1112 @ 34 GPM 2•� SHALL BE APPROVED BY THE CITY OF RANCHO CUCAMONGA PRIOR TO " BANYAN ST. PRESSURE REGULATOR: 11/2" @ 26 GPM 4.00 PRESSURE REGULATOR: 11/2 @ 34 GPM 5.00 INSTALLATION. ALL CONTROLLERS SHALL BE OPERATIONAL PRIORTO CITY'S LANDSCAPE IMPROVEMENTS BACKFLOW DEVICE: 11/211 (9 26 GPM 12.00 BACKFLOW DEVICE: 11/2" @ 34 GPM 12.00 ACCEPTANCE OF PROJECT. CONTRACTOR SHALL COORD INAT ECONT ROLLER FLOW SENSOR: 11!411 @ 26 GPM 0.90 FLOW SENSOR: 11/411 (9 34 GPM 1.56 PROGRAMMING WITH A REPRESENTATIVE OF THE CITY AND A CALSENSE NORTHWEST CORNER OF DAY CREEK BOULEVARD & BANYAN STREET MASTER VALVE: 11/2" @ 26 GPM 0.88 MASTER VALVE: 11/2" @ 34 GPM 1.28 REPRESENTATIVE. FLOW 2004-01927 GATE VALVE(S): 2 2" @ 26 GPM 0.50 GATE VALVE(S): 2 2" @ 34 GPM 0.50 CONTACT CITY PUBLIC WORKS INSPECTOR AND CALSENSE AT: r VINTAGEAVE. MAINLINE (CL. 315): 2" 610 L.F.@ 26 GPM 3.54 MAINLINE (CL. 315): 2" 142 L.F.@ 34 GPM 1.35 x AUTOMATIC VALVE SIZE: 1114" @ 26 GPM 2.74 AUTOMATIC VALVE SIZE: 11/2" @ 34 GPM 3.50 CALSENSE,2075 CORE DEL NOGAL, SUITE P, CARLSBAD,CALIFORNIA(819)436-0525. �® IRRIGATION P LAN LATERAL LINE SIZE: 3!a" 66 L.F.@ 7 GPM 2.65 LATERAL LINE SIZE: 3/4" 30 L.F.@ 7 GPM 1.20 1" 25 L.F.(9 11 GPM 0.71 1" 14 L.F.@ 11 GPM 0.40 - 'Tyy �� 1114" 24 L.F.@ 17 GPM 0.45 _ _ .. rtourE ao N.T.S. APPROVED BY: c _ DATE � G� r1C1 S�rV�C� Alert 11/4 5 L.F. 14 GPM 0.06 Uncier�r®u 11/2" 4 L.F. 26 GPM 0-07 2" a L.F. 34 GPM � �QscApF � _RCE No. 24953 29.45 30.04 �) �` w� q9 CITY ENGINEER_ PLAN CROSS REFERENCES y�' � oy DESIGN ARCHITERRA DESIGN GROUP RE ENDED a +j .1'f' `'r`^ ♦ 30.00 IRRIGATION HEAD PRESSURE: 30.00 �v "Po �ro KPF LANDSCAPE ARCHITECTURE _ s Call: TOLL FFIEE IRRIGATION HEAD PRESSURE: 59.45 SYSTEM LOSSES SUBTOTAL: 60.04 j `�� �� wA � SITE PLANNING SYSTEM LOSSES SUBTOTAL: 0 6.00 _ 0 5.95 FITTING LOSSES (5/o OF SUBTOTAL): FOR NOTES AND LEGENDS SEE THIS SHEET � �- � - - - 10221-A TRADEMARK STREET SHEET FITTING LOSSES (10/o OF SUBTOTAL): - ' a r DRAWN RANCHO CUCAMONGA,CA 91730 .. ELEVATION LOSSES/GAINS (ELEV. X .433) 3.46 ELEVATION LOSSES/GAINS (ELEV. X .433) 4.33 FOR IRRIGATION DETAILS, SEE SHEET L-5 �C X7/31 a�a FAC TEL: (909)484-2800 FAX: (909)484-2802 L-4 �( 1 -800 70.37 FOR SPECIFICATIONS, SEE SHEET L-8 I �j�--r! 1P,I� TOTAL SYSTEM LOSSES: 68.86 TOTAL SYSTEM LOSSES: 123.00 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 `� r� 123.00 AVAILABLE PRESSURE (LOW): q P CHECKED RLA No. 2834 DRAWING N0. 422-x'133 AVAILABLE PRESSURE (LOW): (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)54.14 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)52.63 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-6 SCALE: 1" = 30' TF 0 F C pt.��� JRC DATE 1 11 U5 JOB No. 0378-5 2016-L TWO WORKING DAYS BEFORE YOU DIG PROJECT SHEET a OF COAST GUARD SHACK g ENCLOSURE(CGS-1) OUND PLASTIC VALVE BOX& TO SPRINKLER-ANGLE PIPE TO L y- COVER ETCHED IRRIGATION GATT? BACKFLOW PREVENTER SPECIFIED DEPTH WITH 45°ELLS (CARSON OR EQUAL) ASSEMBLY SCH 40 PVC MALE ADAPTOR �L r ..� SCH 80 PVC UNION 'SNAP-TITS'WATERPROOF HI-POP SHRUB HEAD BODY SET TO WISH GRADE UNE VALVE(2)PLACES !-� WHITE CONNECTORS OR EQUAL 1,4'ABOVE FINISH GRADE C* 1 0 BLUE BRASS OR PVC NIPPLE ELECTRIC CONTROL VALVE MULCH-0'MIN. w. PLASTIC VALVE BOX _ CLOSE NIPPLE a EPDXY FILLED WATERPROOF W 1 RED CONNECTOR MARKED'IRRIGATtON RGV' _ FINISH GRADE <p- (CARSON OR EQUAL) =``-::``'``..:`�`'i`-..'`"'``-�;``.,•`-n, '`-'�.``c'`c.:`�' BALL VALVE i 112'OR SMALLER WITH BRASS WYE STRAINER 1 8'THICK X 12'WIDE 1-- ETCHED WITH CONTROLLER n CONCRETE PAD LENGTH VARIES a AND VALVE SEQUENCE STAINLESS STEEL HANDLE WITH 60 MESH - `� 1 1 ( BLACK PIG TAIL EXPANSION zy MIN MONEL SCREEN \ PER SIZEIMANUFACTURER) IRRIGATION CONTROLLER LOOP(MIN.24'LONG) FINISH GRADE RESILIENT WEDGE GATE VALVE EPDXY SLOPE TO DRAIN AT MINIMUM 2% COATED,2'OR LARGER WITH 2-OPERATING FINISH GRADE 1 ■ i PLASTIC VALVE BOX(CARSON OR WATERPROOF ALL 1D£wALx : z NUT PVC SLEEVE EQUAL)WITH PLASTIC INTEGRATED WIRE CONNECTORS MOISTURE REQUIRED FOR LOCKING LID. PLACE AT GRADE IN SENSOR g VALVE /� y ISA PIPE THROUGH TURF AREAS AND3'ABOVEiN ae NOTE: WHERE ^° '► CONCRETE PAD PLANT BED. CONTRACTOR TO INSTALL REQUIRED ._ A B'DEEP BASE OF 314' PIG TAIL EXPANSION 90%COMPACTION GRAVEL UNDERNEITH 2 3' LOOP(MLN.24'LONG) REQUIRED PIG TAIL EXPANSION MASTER VALVE AND FLOW � _ _ �-• 3. 3■ z - LOOP(MIN.24'LONG) ►s WHITE METER• FLOW '� BRAVE ANGLE IPPLE-TYPICAL (COMMON) �' VCUNION (2) PLACES - 3;4'WASHED T F14 BLUE CRUSHED AGGREGATE FI _ rtr4. , - SCH 40 PVC MALE WIRES FROM WATER ADAPTOR qtr SOURCE TO METER 'i♦ • RED SCH 80 PVC NIPPLE ♦ T: • I VALVE CONTROL d COMMON WIRES SCH 40 PVC LINE TO SYSTEMS BLACK ONCRETE THRUST BLOCK ELBOW t'LOv MARLEx 90°STREET LL 90°STREET ELL TYPICAL(2) PLACES DIAMETER ' � PER CCWD STANDARDS LATERAL FITTING MJtRLEX 90°STREET ELL 4'. RIGID SAME SIZE AS NONPRESSURE LATERAL LINE RIGID PIPE AND RELATED FITTINGS SHALL BE PER FLOW METER CUCAMONGA COUNTY WATER DISTRICT STANDARDS. SIZE BRASS N1PPL TYPICAL(2)PLACES CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO SCH 40 PVC SXSXT TEE � ANTS-DRAIN VALUE AS REQUIRED CONSTRUCTION. DIAMETER SAME SIZE PRESSURE SUPPLY LINE AS FLOW METER SIZE NOTES: NOTE: 3(4'WASHED CRUSHED 1. INSTALL 2 INSTALL CONTROL VALVES A MIN!MUMOF 1Z BEDS WHEREVER POSES BLE NEXT 0 SIDEWA ING 1.A DREDGES OF AT FROM WALKS,CUR93,HARDSCAPitVG,\!� I fOWSTRIP3, AGGREGATE BASE NOTES: MINIMUM DISTANCE DOWNSTREAM OF 1 PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURE OR HARDSCAPING. 2 USE TEFLON TAPE ON ALL MALE THREAD3. NOTES: 1. INSTALL PFALOCAlCODE3. UNINTERRUPTED PIPE(5X DIAMETER 4.PLACE AGGREGATE PRIOR TOINSTALLATION OFVALVE BOX. 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURECOMFENSATING 1. PLACE AGGREGATE PRIOR TO INSTALLATON OF VALVE BOX 2. EQUIPMENT T'O BE INSTALLED AT A MINIMUM OF 24'FROM ANY OF FLOW METER SIZE) S VALATTVE UMBER.PLASTIIDENTIFICATK)N TAG WITH APPROPRIATE CONTROLLER AND FEATURE AS PER THE IRRIGATION PIAN. 2. INSTALLCONTROLVALVESTMIN.TA 12'FROMSTRUCTURESORHARDSCAPING. STRUCTURESOflHARDSCAPtNG. MINIMUM DISTANCE UPSTREAM OF VALVE NUMBER. 4.HEAD CONNECTION ATBOTTOMINLET ONLY. 3. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS, 3. WHEN UNIT 13 NEXT TO A STRUCTURE(I.E.WALL.,BUILDING,ETC.) UNINTERRUPTED PIPE(1 OX DIAMETER 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HAROSCAPWG. 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. S. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE VALVE NUMBER. 8. DIALETTC FITTINGS ARE REQUIRED FOR CONNECTIONS OF DISIMILAR METALS. 7. VALVE PER STD.518 REQUIRED BEFORE BACKFLOW PREVENTER WHEN MAINLINE 13 Y OR LARGER. ..Y RMOT : CONTROL VALVA 12" I�IICa1� �'®�' UP t�IRU�3 �I A EAD BACKFLOW PREVENTER MASTER VALVA LINA: SIZEC� . _ . . 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 y.3An EPDXY FILLED WATERPROOF CONNECTOR OR EQUAL FOR PLASTIC VALVE BOX 3 COVER: - STRUCTURE OR STAND ALONE CONTROLLER WITH ANTENNA ETCHED"QC'(CARSON OR EQUA!) HARDSCAPING NON FLOW SENSOR CON - TIONS. WIRE SERVICE LOOP(LOOP ��r���j��-� AT GRADE IN LAWN AREAS LR-DOME ANTENNA Via+ s-K,%c 2L. .••. __ N:. ENOUGH WIRE TO EXTEND WIRE 6'MIN. EPDXY FILLED LOCATED -- BUNDLE 6'ABOVE GRADE) 3'ABOVE GRADE IN SHRUB 18'MAX. r"� - -'1 .<_s ry -- AND GROUNDCOVER AREAS OUTSIDE OF BOX. COAXIAL CABLE c- INSTALLATION/LOCATION . -' '•'••.. SPLICE BOX COVER WITH FINISH GRADE PER CITY AND CALSENSE REPRESENTATIVE LOCKING TOP ETCHED"S.B.' o ►►r►. ►►►�►►► - CALSENSE CONTROLLER, NUTI: w �, --I I 90%COMPACTIONREQUIRED - ♦ ► ► ► MODEL NO.PER PLANS i LeCAL OD s FE 6?Cu4;F0 'ER -- SPECS. FOR MATERIAL. ■ LO RC ODE.S R ENIC Nb RS 'C =E __ N t�rss_s tz. ICNITR.Eo S �•r.cs.aE oy �6 N !I ( � NON-PRESSURE LATERAL 33 DNP QUICK - COUPLING VALVE INSTALL CALSENSE DEEPINSTALL CONDULETTEW! a WITH PURPLE TP 110 � 3'I PLANTER AREAS � `� NNTRENCH 40 SNAKE PIPE DEEP WP J'BOX 1 CALSENSE HARNESS WI E;N_sI_ c� :-:m " RUBBER CAP 120 VOLT DUPLEX ® WEATHER TIGHT ELECTRICAL GP+cs STAINLESS STEEL -' OUTLET(GFI) CONDUIT FITTINGS. ii i i r•s x r-e- X a' CLNCBEIE 2 SCREW CLAMP CONTROLLER WIRED'HOT'- All i i _ 21 r BDE GTL4 E�rI�Rs�=E� R INE MINIMUM(3)PLACES NOT SWITCHED :1i:: � ':' TCP o c�uh AT A+IN"alA cr zs. fi- SLEEVE SIZE TWICE z 314'WASHED - g I RESET--jCALSENSE TP-1 „ I ` DIAMETER OF PRESSURE CRUSHED cO.VMON AIRE/CCN-RJL'AIRES Ih SUPPLY LINE. AGGREGATE BASE It ' ► ► r r TRANSIENT PROTECTK)NBOARD i -1 I I � OX CARSON OR EQUAL METER -I 11--1 i�-1 I I 1 f 11 I- JrY 5CHs0 OyC 0'J\:UI'' ") 4114 a . ONTROL WIRE BUNDLE f �. l�:► r►r:►r a T2D VOLT riiR[ to R�GIi STEL. +i B ♦ CONDUIT (PER Lara CODE) 90' SKEEP ELL F�� AND TAPE AT 15'0 C AND SCH 40 BRASS NIPPLE To NOER;t.E OF CA INEF ( ) I CH 0 BRASS NIPPLE y� 10r �� PRENSSURE SENT TO S ■ 4 rr TT wa-r:E� RESISTANT I `� � AN' ' AWE.ru KR' FKxv PREWSSURE SUPPLY LINE. 24 LONG ENCLOSURE MOUNT HBI OJFILLED LCCA-EJ s/see_OF Pv0'0 ELECTRIC S'AITCH FOR S'.L IT" o, F 80x• I.^iS:ALLAlON/_O"'0" " ) NOTES: �S CONTRCL AS P.EQWR0 P:R 1 PER CT1Y M) C.A:..••.-NSE REP. 1. INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL -JL CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR 1 I ELECTRIC ME ER FER Srr PRIOR TO CONSTRUCTION. CALSEn5E CONT3CtLER MUI)a No. J �rPT 2. C ONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN PER PI-ANS. SCH 80 PVC 90° SCH 40 BRASS 90° ELL SEQUENCE OF REMOTE CONTROL VALVES. INSTA To ccNTSOLLER J 1 STREET ELL w Ck RtTnDv STD. 3. RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCV ON EACH seGLRm vw T I �U 6'TY P. PRESSURE SUPPLY SCH 40 BRASS 90° BRANCH OF THE MAINLINE FOR FUTURE USE PIGTAIL EACH ORANGE TIMER REQUIRED FEi L PROVIDE 6'MIN.OF SAND WIRE AT THE ENCLOSURE PLA'+'S. Fihl$� f NG LINE FITTING STREET ELL 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. "_;A&E 8'GROUND RD, BEDDING AND SH DDI 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE r 5cH <o cOneJ'r i ,� 24 VOLT WIRES.TAPED AND PRESSURE SUPPLY LINE �4 REBAR STAKE FCR SEtURfY LCri I 1 I I L i I BUNDLED AT 15 FT. INTERVALS CONTROLVALVES. a.Riv3. 11 II I tt 2?� Tzo BOL*ri n RICJ ,. .. = STEEL cO�Cur 'n;t (24'LONG) S. ANTENNA PORT TO BE CONNECTED TO LOCAL RADIO it ' ' ' ;; LOCAL CO:�e)- 2 CU. FT. PEA GRAVEL NOTES: (LR)AND BE OPERABLE TO THE CITY'S YARD CENTRAL COMPUTER SYSTEM , PRIOR TO ACCEPTANCE t u r �� � ' 1. PIGTAIL AND LOOP CONTROL WIRE AT 90 DEGREE CHANGES IN DIRECTION. NOTE: 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCA!CODE _'-' 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX 8. GFI SHOULD BE WIRED SUCH THAT WHEN IT TRIPS,IT DOES NOT TURN OFF 2. PRESSURE SUPPLY LINE: 2 112'AND SMALLER 18'MIN DEPTH. THE CALSENSE CONTROLLER. 3"OR LARGER 24'MIN.DEPTH - Y CONTROLLER 24 VOLT SPLICE �'RNC��ING.an �'A _ . .. .. . __ QUICK COUPL R VALVE CON ROLLER A S MBL. a .- . . . .. . . RC#540 SCALE: N.T.S. RC #532 SCALE: N.T.S. RC #535 SCALE: N.T.S. RC #524 SCALE: N.T.S. RC #522 SCALE: N.T.S. NOSCAPF HARDSCAPING(SEE NOTE 4) SCH 80 PVC UNION 1800 PCS SCREEN PERFORMANCE AT GRADE IN LAWN AREAS `� �p�'�.14 y,Ieo,'�go STANDARD&SMALL BAnH IS SPRAY PATTERNS AND UMBRELLA BURSA ERS 3'IN PLANT BEDS C2 9 y ROUND PLASTIC VALVE BOX 3 a _ 1 Y�14 f PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 PCS-260 PC 70 �. �� l� �� MODEL PCS-010 PCS-020 PCS-030 3 COVER ETCHED"PRESSURE REGULATOR' 1 1 GPM 0.1 0.2 0.3 0.3 0.6 0.9 1.25 1.75 2.8 7 rf Ttt T T T COLOR PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED (CARSON OR EQUAL) v \a n !'� 8F - - 1' 3' S' 8'iT FINISH GRADE \ � r a i {---- ` - 31-JO6 8H - 2' 4' 1' 7' 8'# Ura 8T - 3' 5' 5' 9'S en a a 1 1 It 80 2' 5' T 7' ` r V f` 10F - $' S' 8' 10' Data 10H 2' B' 2' 10' 11'# �rF OF C - CLEAN BACKFILL SEE IOT - 2' 6' 7' 10'# z SPECS. FOR MATERIAL. 12F 2' 5' 8 7 �--- ' 90%COMPACTION REQUIRED i2F - - 10# 5. 7 8' 12# - Ir 12TO - - 2' 3' 5' 7' 10' 10' 2 c`li 12TT - - 2' 3' 5' 9' 11' 12'# PRESSURE REGULATOR 12H - - 4' 3' 8' 10• 12'# 12'# PROVIDE 6'MIN. OF SAND 12T 2' 8' 4' 10' 12'# BEDDING AND SHADDIND i2O 8' Q 121 PIPE FROM PIPE TO . . . . . ... .. ... . _ _ _ _ 131 METER PREVENTOR FLOW I •: : - - - 3. 3. _. . .'. 11 _•.•• 15F TO . . ,.' 1577 - 1 DATE APPROVED wl 15 . • '. -- I 1' 4' S' 8' 12' t2' •r 15H - ' . '•'•' "' 157 3' 4' 8' 12' 15'# 15'# •r H ' DESCRIPTION _. _._ . ... . . ... . . . ... . . . . . . �. PTI 150 - 2' S' 6' 12' 15'# FLOW CONTROL WIRE SLEEVE .......:: • .. . . T - 12X12' ,4X14' 20X20' 23X23' CITY of RA N C F-�® CUCAMONGA :. . . ." - - 9X30 - • % ' ` PRESSURE 17SST 0X18' 0X10' 16X 4' - - • SIZE PER PLAN. INSTALL N - --- ' •: SUPPLY LINE 15SST - - - TRACT #16126 ti • �--- ADJACENT TO 4X22' 4X29' 4X39' 9X24' 4 7 4 3- 440 X r : . . :. : . .: . :.�'•.�. .'. r.:r 15EST - - 4X14' 4X1$' 4X20' X2 X Q .. . . 1 t j , 4X18' ■�• �11 PRESSURE SUPPLY LINE 5F - 3~ 4 1' 2' 3' z_ a. LANDSCAPE I M P ROV M N ' 1�! 1 SLEEVE-SIZE TWICE 5H-8 - Y 10" 8" 2' . DIAMETER OF PRESSURE 5Q-B 5' 10" 3' 1' �o is ZAP T�° 'pw';Z p SUPPLY LINE. 5C3T B 7' 14' 3' 5' d • NORTHWEST CORNER OF DAY CREEK BOULEVARD & BANYAN STREET 6'EYP. 16F-SLA 6' S' 1' 4' 6' 14' 16'# - ROW 2004-0.19 I �-•�--•-� 1611_SLA - 8" 1' 7" 5' 10' 13' 10' I I NON-PRESSURE LATERAL 160-SLA 6' 2' 5' 3' 12' 16'# 16'# 314'WASHED CRUSHED LINE SLEEVE-SIZE TWICE 22F-S3 - 8' 1' 4' 6' 17 21 AGGREGATE BASE DETAILS j r DIAMETER OF NON-PRESSURE I I OATION D �1 A I L LATERAL LINE 22H-SS 4 1' 3' 5' 12' 18' 12' NOTES: 22Q-SS 6' 2' 6' 3N 15' 20'# 22'# 1.ALL SLEEVES TO BE SCH.40 PVC. NOTES: 2. EXTEND ALL SLEEVES 12'BEYOND EDGE OF HARDSCAPING AT BOTH F�1D3. iFRECOMMENDED NOZZLE/SCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI. 3. ROUTE SLEEVING AROUND HANDICAP •�T�/ RAMPS 1. INSTALL CONTROL VALVES A MIN.OF tY FROM STRUCTURES OR HARDSCAPING. APP ROVED BY: 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS. REFER TO CITY NOTE: SCREENS WERE TESTED AT 50PSI FOR t 0 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS. 2 INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. STD.N0.120(24'MIN TO 3t1'MAX DEPTH TO TOP OF PIPE BELOW DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. C _ STD.NO.1 0 SECTION). 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. CI I I ENGINEER RCE No. 2NDED M 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. DESIGN ARCHITER DESIGN GROUP REC E URE P SCREEN CHAR®�. C PRESSURE REGULATOR. KPF LANDSCAPE ARCHITECT _..,� , - SITE PLANNING SLEEVING DETAIL . . ...,.__ . _. _ ... e.. 10221-A TRADEMARK STREET . . _ DRAWN RANCHO CUCAMONGA,CA 91730 SHEET RC #519 SCALE: TEL: (909)4842800 FAX: (909)48 ,2802 SCALE: N.T.S. RC #533 SCALE: N/A SCALE: N.T.S. FAC CHECKED RLA No. 2834 DRAWING NO. JRC DATE 1/11/05 JOB No. 0378-5 2016-L ___ .. PROJECT SHEET_ OF PLANTING NOTES: XERiSCAPE ASSESSMENT SYSTEM SUMMARY NOTE: *TRACT 16726 LANDSCAPE IMPROVEMENT* CONTRACTOR TO REFER TO MEDIAN ISLAND PLANS PREPARED 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT �''� BY ARCHITERRA DIS IGN GROUP FOR MEDIAN PLANTING. INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHA!!BE RESPONSIBLE FOR REMOVING AND REFERENCE CLAIMED - RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND POINTS (�4h_PPt#I OJI SPECIFICATIONS. P. LANDSCAPE(Point Value) PALM NOTE: 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT 1. Water conserving plants.(20) 20 L-6/P.1 REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. CONTRACTOR TO SKIN AND CLEAN ALL ►l PLANTING LEGEND: XER. REF. PA XER. REF. P.2 XER. REF. I.3 PALMS PRIOR TO INSTALLATION. 3. CONTRACTOR SHAL!FAMILIARIZE HIMSELFIHERSEL.F WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES, 2. Turf limited to 25%(45%residential).(20) 20 L-6/P.2 I+ ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEMENT,AT NO COST TO THE CITY,ANY grouped by watering DAMAGE OF SAID UNDERGROUND FACILITIES. 3. Plants 10) L-6/P.3 I SYMBOL �need.( 10 1595.3 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE 4. Hardsca a(non-irrigated)ated surfaces. 10 10 L 2/P•4 !j 1 T.2 CAI I-OUT BOTANIC NAME COMMONNAME SIZE SPACING (X�MMFNTS Q� SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS p ( ) ( ) HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. 5. permeable paving.(5) r 1 8 TREES 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO S_5 49 , \` � l\\ INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE 6. Low-water turf varieties.(5) TYPICAL VINE NOTE: , , _ ® T-1 Platanus racemose California Sycamore 36"Box 35`o.c. Muandardk 2 OF THE CITY PRIOR TO EXCAVATION. 7. Mulch provided in non-ground cover areas.(5) 5 L-6/P.7 VINES SHOWN ON BACK OF WALL FOR GRAPHIC CLARITY. CONTRACTOR � � l 27 Q T-2 Pyrus calleryana'Aristocrat' Aristocrat Pear 15 gallon 25'o.c. Standard 8 B. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- 8. Soil amendments.(5) 5 L-6/P.8 TO LOCATE VINES ON STREET-SIDE OF WALL. S-9 `'�--� CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS - �"`°"�-�,,� T-3 Rhus lancea African Sumac 15 gallon 20'o.c. Standard 11 OTHERWISE APPROVED BY THE CITY. �,��' �> 61 BTF r Plan 25'o.c. Standard 4 � .�� y ,, e T-4 Washingtonia robusta Mexican Fan Palm per 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT Total Points Claimed: 70 S-10 1 15 ti MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. 591.0 T"� (Minimum Points Required: 60) + �,� � O T-5 Lagerstroemia x'Muskogee' Purpie Crape Myrtle 24'Box 20'o.c. Standard 10 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE + y I T 4 ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER lS REQUIRED,PURSUANT TO CITY STANDARDS S$ + + Y ■ T-6 Pinus canariensis Canary island Pine i 5 gallon 25'o.c. Standard 14 AND DETAILS HEREON. + ,� ` - 9. CLEAN UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. �*��, 34 SHRUBS 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BiD PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES ANDt y�, f Q 3-1 Abelia grandiflora Edward Goucher Abelia 5 gallon 48'o.c. 160 QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED S•1 % - r I 'Edward Goucher' XER. REF. P.8 SOi!AMENDMENTS 6'INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT. y =---' S5 Q 3-2 Westringia Wy yabbie Gem 5 gallon " 4 CY.NITROGEN STABILIZED SAWDUST $J y�� 15 'Wynyabbie Gem' Coast Rosemary o.c. 121 120 LBS GYPSUM + � 0 y 125 LBS GRO-POWER PLUS S•10 S-3 HemerocalCs h brids(Dwarf Red) Dwarf Red Evergreen Daylily 1 gallon 24"o.c. 151 5 ccz i,++ k S 4 Lantana Dwarf White' Dwarf White Lantana 5 gallon 48'o.c. 484 11. LANDSCAPE AREAS SHALL RECEIVE 4'OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO r + Q EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR Y r ♦ I ® S-5 Leptospermum s.'Ruby Giow' Ruby Glow Tea Tree 5 gallon 72"o.c. 15 TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: V rti • • EARTHHWORKS S-1 0 � • , .� � > 11 ® 3-6 Juniperus c.'Sea Green' Sea Green Juniper 5 gallon 72"o.c. 22 ♦ ♦ (909))536-3321 5-10 1591.0 ^� • ♦ 3.7 Nandina domestica'Nana' Dwarf Heavenly Bamboo 5 gallon 24"o.c. 410 PNORMIUM TENAX NOTE: '' : • 1 -.l R ; A • ♦ v x 1 / 38 3-8 Pennisetum'Eaton Canyon' Eaton Canyon 5 gallon 24"o.c. 194 ALL FLAX TO BE PLANTED A MINIMUM OF 18"BEHIND SIDEWALK. + ♦ • ♦ t � Fountain Grass _ S-9 - „ _ .., ,, _ � �.- �->-- tenax'Jack Spratt' Jack Spratt Flax 1 gallon 24"o.c. 108 00, 18 + + ♦ • �' +(� 3-10 Phormium'Maori Maiden' Maori Maiden Flax 5gallon 48'o.c. 81 6 $-5 + + ♦ . I • 3-11 Dodonaea viscosa'Purpurea' Purple Hopseed Bush 5 gallon 12V o.c. 9 + ; W 15 y ♦ �r t T-6 S_1 S-4 S-12 S-4 S-11 9 ti :♦ Q S-12 Salvia greggii'Red' Red Autumn Sage 5 gallon 48"o.c. 101 0 4 3 ♦ Y Y 1$ Q 3-13 Salvia leucantha Mexican Sage 5 gallon 48'o.c. 67 S-4 S-2 V-1 3-13 S-8 S-i2 -7 S-12 S-7 S-7 S-2 S-13 S-8 S-1 S-12 S-10 78 5 �`���`, ' , • ♦ #" O GROUND COVER v, t + .'�� ' • . ♦ 19 GC-1 Trachelospermum jasminoides Star Jasmine 1 gallon 24 o.c. 135 i ' �'' ♦ ♦ ++ VINES 1588.7 ,, 1588.9 1589.2 158 .6 ' S 8 ' 1590.2 1 + ��`w , ♦• ♦ ♦+ + ti;`, r 31 . V-1 Parthenocissus tricuspidata Boston Ivy 1 gallon 15'o.c. Train to wall 48 1 3 ♦ 12 XER. REF. P.3 1 14 13 l�IM WORK \titin, . r l 22 ® �► _ ,. n A A + + + . ♦ • . ♦ NOTE: XEIZ. REF. P•7 { • --_ _ _ _ _ __ _ `� e e n e_! -_. - _ -__ n r e` • ♦ i• • ♦♦ • ♦• • • • •♦ • •♦ '� 31 CONTRACTOR HALL INSTALL A 4"LAYER OF SHREDDED MULCH IN ALL �` - --- - -- - e ° ° e '• ' ' ° ° e ° ° ° ♦ _ .. __ _ - e ° ° e ° ° • • , • �♦ •• SHRUB AREAS,1-1/20 IN GROUNDCOVER AREAS. MULCH SHALL BE WOOD _ 3N_ ♦ ♦ ♦ ♦ • ♦ - --- e e e e e FIBER MATERIAL+ AS MADE BY EARHTWORKS,NORCO,CA,(909)538-3321 - �r ,�. • . . . . . ♦ . ♦ . . . . , , • • r + + w--� ` � �;`, �•^ -,-1 ` �• SUBMIT SAMPLEOR'STAPPROVAiOR TO Xd _- , . . . . . ♦ . . . , �' PO PURCHASE AND/ OR PLACEMENT FOR CITY INSPEC 4 , ��.,-- • j .-1 >.� , • • i'- r.-. -'SC '' ! ..Cry_-. �'-_. �.._t-.. '_`"P -. T' • • • • • ,,� .....� Y .,i r - - ---- ..... ♦ ♦ ♦ ♦ ♦ ii a < y._i Y - '37�:i(X� � IT.i .y .' t ► ♦ ♦. ♦ ♦ _ ♦ 1 r =moi T rYl Il>' r X c `,titi` L �- fi - - - �* xr . . . ♦ . ��r�x _�� r .:+%:#� .�^fir - , PLANTING NEAR HARDSCAPE NOTE: ti \i\��\��c� Fav y\�\��\\\ \ \ \\\\ \\\ \ \\\ \\ \\\ \\\\�\ \\\\\\\\\\ \ \�\�`� 53 1. SHRUBS MUST 8E PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER SPACING -___ _ _ AWAY FROM WALKS,WALLS,CURBS,AND OTHER HARDSCAPE ELEMENTS(EXCEPT FOR LI M F WORK ""-------- ___ ROCKSCAPE WHICH ALLOWS FOR SHRUBS TO BE PLANTED CLOSER, 12'MIN.). a� XER. REF. PA as 37 38 "-_ _ ---- - �-_-- ao 46 _ _ N YA - - � - - _ _ _ _ + - -- _.� _ T-1 3. TREES MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR MINIMUM PLANTER WIDTH 6 2 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 THERE ARE NO OTHER ELEMENTS BEYOND THE ROCKSCAPE(SUCH AS WALKS,WALLS,OR CURBS). WH RE POSSIBLE,TREES SHOUI D HAV THF RFC0MMFN0F0 GI FAR PLANTING S-7 S-7 S-7 S-7 S-7L( eREAS RECOMMENDED ON THE CITY'S TREE l IST- WHERE PLANTING AREAS ARE T-3 5-4 5-12 3-8 S-7 S$ 3-7 S-7 S-7 - S-4 -1 - 1 `25 25 9 6 REDUCED BY ROCKSCAPE TO A DEGREE WHERE THESE STANDARDS CANNOT BE 15 7 3 18 1 23 17 15 15 18 15 2 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 T-5 S-4 S-7 S-4 S-12 S-4 S-8 - - - ROCKSCAPE BUT MUST STILL RESPECT CLEARANCES TO OTHER ITEMS MENTIONED 24 5 27 6 1 9 1 17 39 7 ABOVE. TREES REQUIRING A MINIMUM?PLANTING AREA SHOULD NOT BE PLANTED CLOSER THAN 1',JUST TO AVOID TOUCHING THE ROCKSCAPE AND HEADER WITH THE TRUNK. T-5 T-3 V41Y 15 4 SHEET KEY MAP �o _ l Q Z WILSON AVE. E DESCRIPTION OF REVISION DATE APPROVED Uj s • < ci l�Y of RANCHO UCAM ( N PA. d • . G� y .'} a , oa - LU TRACT #16"l26 A SYMBOL LEGEND PiL -RA -- E8LANDSCAPE IMPROVEMEN�I� TREES SHRUBS �2 NORTHWEST CORNER OF DAY CREEK BOULEVARD & BANYAN STREET rVINTAGE AVE. ROW 2004-01927 r CALL-OUT § �Ax SYMBOL CALL-OUT - / PLANTING P A n i X3:1 SYMBOL r" l�t"U V SIZE ROUTE 30 (gal./box) QUANTITY QUANTITY "-T•s. APPROVED BY: r DATE: Underground Service Alert X30-r 15'0' DAYCREEKBLVD. WALL FOOTING NOT LA E t8 s4 PLANT6 MIN.ER EW °s APF WALL FOOTING NOT INPUB(JCR/W PLANTER ROCKCOBBI.E RANTER PLANTER SIDEWALK PLANTER BANYAN STREET. .�/ � Kru w�ag9c� CITY ENGINEER �,�I�t/`� FACE No. 2953 3N• IN PUBLIC RAY COBBLE OR RANTER OOBBLE SiDEWA1J( tG�/ RANTER OR OR OR COBBLE REFERENCES COBBLE AN CROSS l E E R E N C ES y a e a y DESIGN ARCHITE RA DESIGN GROUP RECO ENDED PLANTER P L �� ` 100 KPF LANDSCAPE ARCHITECTURE I)� Call: TOLL FREE VARIES PER SLOPE VARIES PER SLOPE 1 �+' SITE PLANNING � 1/�'s��-�"-A" "� 10221-A TRADEMARK STREET - na re SHEET FOR NOTES AND LEGENDS, SEE THiS SHEET „ I,� DRAWN RANCHO 91730 L_6 f SECTION B-B-DAYCREEK BLVD. SECTION A-A-BANYAN STREET. FOR PLANTING DETAILS, SEE SHEET L-7 �9� KPF TEL: (909)4842800 FAX: (909)484.2802 �( 1 -800 FOR SPECIFICATIONS, SEE SHEET L-9 T L-2 qr Daze \� No. 2834 DRAWING NO. rnt� ,x 422„x,1 33 FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEECoQ CHECKED R� SCALE: 1" = 30' F o F C A�-� JRC 2016-L FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-4 DATE 111105 _JOB No. 0318- YOU DIG ET TWO WORKING DAYS BEFOREPROJECT SHEOF_ _ L7OP F'�SES .-•TRU\k i' ..HII.ATER -FAN :)AMETEf /~ TYIVG FLAN NOTES: 1.REMOVE NURSERY STAKES 2.STAKES TO BE PLUME AND �✓ ` ' PT LLEL SSTAKE TREE PERPENDICULAR n TO PREVAILING WIND. J NEW RUBBER HOSE OVER VIRE ` w AT PO.'NT OF CONNECTION. CALY. STEEL CABLE SPACED /1 v �, 1 w E� NE HALF OF SPACING EQVALLY AROur10 TREE REQUIREMENT COVER WITH 3/4' DIA. x 3' LIMIT OF PLANTER AREA 70P OF ROOTBALL TO CLASS 200 WHITE PVC PIPE. V S QPM _ EKTENO r ABOVE u v TIGHTLY COMPACTED 3'BERM TO FORM FINISH GRADE w • 'ARBOR GA)t0' OR EQUAL I.N TOP OF STAKES BELOW v DEPRESSED WATERING BASIN. vv M OCHOMPACTED WOOD CHIP TURF AREAS HEAD of 70P OF ROOTBALL TO TREE WHERE WTH HABIT PER �/ v 4'W000 CHIP MULCH. CURB b GUTTER,SIDEWALK,ETC.) INISH GRADE VPSPECIES G .) GROWTHwTs. EXTEND Y ABOVE HARDSCAPING(CONCRETE HEADER, TURNBUCKLE T TIGHTLY COMPACTED .7' BERM MAIN TRUNK FINISH GRADE TURF TO TORiA WATERING BASIN FOR (21 SETS TA CINCH TIES SPACED 2�' RESIDENTIAL AND GROUND SCREWS TO LODIGE PTH OLES ZED 1Y COVER INSTALLATIONS. 2'DIA.LODGE POLE PINE STAKES d WOOD CHIP ool— WITH WOOD PRESERVATIVE STAIN, DRIVE A MINIMUM OF W INTO VLGH IN PLANTER UNDISTURBED SOILAND POSITION Q STAKES OUTSIDE ROOT BALI. OJ v ARBOR GUARD IN TURF AREAS AND FRONT YARDS. QUA a TOP OF ROOT BALL TO EXTEND ROOT BALL - FINISH GRADE. TIGHTLY COMPACTED Y BERM TO FORM WATERING BASIN FOR RESIDENTLALAND PLANT PIT TO BE(2)TIMES THE e GROUND COVER INSTALLATIONS.LOCATE WIDTH OF THE ROOT BALL. OUTSIDE OF PLANT PR.BERMS IN TURF MPACTED AREAS TO BE REMOVED PRIOR TO CRY NATIVE SOIL ACCEPTANCE. SHOVEL CUT EDGE CO NATIVE SACKFILL WITH I NOTE: NO ftDcxs caEATER IL�1 =1F17I= 11=` I I 'I! THAN T D AMETER. I��, � � DL KB1LL EARTH ANCHOR II' I I I I I i!T I NATIVE BACKFILL WITH NO I.ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL t6$-0SITOTAL SYSTEM ROCKS GREATER THAN 3' SPACING I _ _ OR EQUAL PLANS. SEE LEGEND FOR SPACI G REQUIREMENTS.E �D ON PLANT PIT TO BE 2DIAMETER. TIMLS THE WIDTH OF ROOT BALL—/ `o TRA L NATIVE BACKFILL WITH NO ROCKS GREATER THAN Y Du. UNDISTURBED NATIVE SOIL. 2•WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS 0(i NOTES' SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER 1. PRIOR TO SAMPLE TO TH CE SPE OF THE MULCH,THE CONTRACTOR SHALL UNDISTURBED NATIVE SOK.. SHALL BE PLANTED AT ONE-HAIFTHE DESIGNATED SPACING SUBMIT A SAMPLE 70 THE INSPECTOR FOR APPROVAL. 2, MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND NOTES: FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. INTO EDGES AT GROUND COVER AREAS. NATIVE SOIL UNDISTURBED 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 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, NOTES: TWICE RooT BALL WIDTH I OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE 4. PLACE NO MULCH WITHIN A 0'RADIUS OF THE CROWN OF A WOODY PLANT. 1, INSTALL GUYS HAND TAUT TO LEGEND ARE ESTIMATES ONLY. PREVENT DEFORMATION OF LIMBS. 2. WIRC SML BE CLAMPED OR CRIMPED NOT TWISTED. TOP VIEW TREE PLANTING SHRUB PLANTING SHRUB SPACING MULCH LAYER TREE GUYING � S U � 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 DRAINIUNDERGROUND UTILITIES BC N i W E PLANTING NEAR ROCKSCAPE NOTE: S �\�9 w z SIDEWALK U � S.L. V 1. SHRUBS MUST BE PLANTED AMINIMUM OF ONE-HALF OF THEIR ON CENTER SPACING .. _ � ASPTSS19LEIE TO NTHEDASLOW TOP OF STAKES BELOW HEAD AWAY FROM WALKS,WALLS,CURBS,AND OTHER HARDSCAPE ELEMENTS EXCEPT FOR .. A8POSSI80 OW AS TO LOSES OF TREE WHERE SPECIES GROWTH aa ALLOW FOR WIND FLEXING OF THETREE HABIT PERIMTS. ( g METER 10' 5' BUfNOTSOLOWASTOLOSESUPPORT TOP OF ROOTBALL TO EXTEND CURB AND GUTTE C� ORALLOWTHEHEADTODROP MAIN TRUNK ROCKSCAPE,WHICH ALLOWS FOR SHRUBS TO BE PLANTED CLOSER,12'MIN.). ( ABOVE FINISH GRADE * * I . IN. W ORIGINAL GRADE ` `� 1, ¢ (2)SETSOFCINCNTfE3 NATIVE BACKFILL WITH NO ROCKS T! a SPACED 24'APART.ATTACH 3. TREES MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR MINIMUM PLANTER WIDTH GREATER THAN 7 DIAhEFER Now *GALVANIZED SCREWS TO7 FROM WALKS,WALLS,CURBS,AND OTHER HARDSCAPE ELEMENTS WHERE PLANTING 3'BERMTIGHTLY COMPACTED IN 12'MAXIMU LODGE POLES. SPACE I$RESTRICTIVE,TREES WHICH WOULD OTHERWISE REQUIRE 8'OR GREATER PLAGETOFORMVOATERING BASIN _ DIA.LODGE PLANTING SPACE MAY BE PLANTED WITHIN N OF ROCKSCAPE,PROVIDED THAT THERE _ _ _ _ _ w D IVEAMIN,O OLEPIT�STAKE3 z TOP OF ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAIN, ARE NO OTHER ELEMENTS BEYOND THE ROCKSCAPE SUCH AS WALKS,WALLS,OR SIDEWALK n o J 7ABOVEFINlSHGRADE DRTURBED.OILAND INTO Z DISTURBED SOIL AND POSITION CURBS). FH . DRIVE 3.L o9 E� ORIGINAL GRA STAKES OUTSIDE ROOTBALL AREAS RECOMMENDED ON THE GITY'R TREE LIST. WHERE PLANTING AREAS ARE D I APPROACH d s ¢ 3 BLA'ET FORTLY M g IN PLACE TO FORM WATERING REDUCED BY ROCKSCAPE TO A DEGREE WHERE THESE STANDARDS CANNOT BE ROOT BALL CURB AND GUTTE BASIN.LOCATEOOUTSIDEOF FOLLOWED,THEN IN THE INTEREST OF PROVIDING TREES,WE CAN COMPROMISE ON THE 5' s' '°' "100 uNi PROXIMITY OF THOSE TREES TO ROCKSCAPE. TREES MAY BE PLANTED WITHIN 2'OF PLANT PIT TO EE T[MESTHE MIN. MIN. ROCKSCAPE BUT MUST STILL RESPECT CLEARANCES TO OTHER ITEMS MENTIONED WIDTH OF HE UNDERGROUND STRUCTURE e g. NATIVE BACKFILL WITH ABOVE. TREES REQUIRING A MINIMUM? TER PLANTING AREA SHOULD NOT BE PLANTED TRANSFORMER VAULT. THAN CATCH BASIN N°ROCKS GREER CLOSER THAN 1',JUST TO AVOID TOUCHING THE ROCKSCAPE AND HEADER WITH THE PIT FBE(7a TRUNK. NOTES: PLANT PR TO ER TIMES THE WIDTH OF * 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER THE ROOTBALL 2. ALL TREES IN THE R.O.W.ARE SUBJECT TO LINE.OF.SIGHT UNDISTURBED NATIVE SOIL. 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. UNDISTURBED NATIVE SO . NOTES 4.MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE FACILITIES.IN ADDITION MAINTAIN 10'FROM CENTER OF TREE TO ALL UTILITY OF ROOT BALL DO NOT CRACK ROOTBALL OWNED WATER 3 SEWER LATERAL LINES. 5.TREES SHALL NOT BE LOCATED ON PROPERTY LINES. NOTES: 8.STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE 1.REMOVE NURSERY STAKES ENGINEERING DIVISION. 2.STAKES TO BE PLUMB AND PARALLEL. 7.STRE&T TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY 1 STAKE TREE PERPENDICULAR TO PREVAILING WIND. STAN AT PLLAANS. HARDSCAPE PLANTING NOTE SHRUB ON SLOPE mmmmdmwmm� TREE PLACEMENT wmmmmvmmmm� TREE ON SLOPE mono SCALE: N/A SCALE: N.T.S. RC #507 SCALE: N.T.S. RC# 501 SCALE: N.T.S. RC #505 SCALE: ���BCApR 49�ti U � n '3 1 7 %08 1. �T F 0 F C p�`��Q► DESCRIPTION OF REVISION DATE APPROVED CITY of RANCHO CUCAMONGA TRACT #16726 LANDSCAPE IMPROVEMENTS NORTHWEST CORNER OF DAY CREEK BOULEVARD & BANYAN STREET ROW 2004-01927 PLANTING DETAILS APPROVED BY: - DATE: CITY ENGINEER RCE No. 24953 DESIGN ARCHITE RA DESIGN GROUP RSCS ENDED KPF LANDSCAPE ARCHITECTURE !!��// SITE PLANNING DRAWN RANCHO CUC MONGA,CABs 730 SHEET SCALE: SCALE: SCALE: SCALE: KPF TEL: (909)484-2800 FAX: (909)4842802 L-7 CHECKED RLA No. 2834 DRAWING NO. SRC DATE 1/11/05 JOB No. 0378-5 2016-L PROJECT 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 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 PART l -GENERAL 3. The chart shall show the area controlled by the automatic controller f. Date of extrusion 1419-128 with green bolt-down cover or approved equal. Drawings when it is obviously inadequate,without bringing this to and shall be the maximum size which the controller door will allow. 2. Generally,piping under existing walks is done by jacking,boring,or the attention of the City of Rancho Cucamonga. This test shall be 1.01 DESCRIPTION 8. All fittings shall bear the manufacturer's name or trademark,material S. Use 10"x 10-1/4"round box for all quick coupling valves installed hydraulic driving,but where any cutting or breaking of sidewalks accomplished before any ground cover is planted. 4. The chart is to be a reduced drawing of the actual installed system. designation,size,applicable I.P.S.schedule and NSF seal of approval. within on-structure landscaped areas. Carson Industries No. 910-128 and/or concrete is necessary,it shall be done and replaced by the A. Scope of Work- Provide all labor,materials,transportation,and services However,in the event the controller sequence is not legible when the with green bolt-down cover or approved equal. Contractor as a part of the Contract cost Permission to cut or break 8. Upon completion of each phase of work,the entire system shall be necessary to furnish and install the Irrigation System as shown on the drawing is reduced,it shall be enlarged to a size that will be readable C. PVC Non-Pressure Lateral Line Piping: sidewalks and/or concrete shall be obtained from the City of Rancho tested and adjusted to meet site requirements. Drawings and described herein. when reduced. N. Sprinkler Heads' Cucamonga No hydraulic driving will be permitted under concrete 1. Non-pressure buried lateral line piping shall 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 orders,standards,and regulations,and meet the minimum requirements of color shall be used to indicate the area of coverage for each station. same rate of precipitation with the diameter(or radius)of throw, 3. Refer to City Standard 120"Trench Repair"when within City streets A. The entire irrigation system shall be under full automatic operation for a the Standard Specifications For Public Works Construction(Green Book) latest 2. Non-pressure lateral line piping installed under paved areas shall be pressure,and discharge as shown on the Drawings and/or specified susceptible to traffic loads. period of seven(7) days prior to any planting. edition. 6. When completed and approved,the chart shall be hermetically INC Schedule 40 with solvent welded joints. in these special provisions. sealed between two pieces of plastic,each piece being a minimum 20 D. Assemblies: B. The City of Rancho Cucamonga reserves the right to waive or shorten the 1.02 QVALITY ASSURANCE&REQUIREMENTS mils. 3. Pipe shall be made from NSF approved,•Iype 1,Grade 11 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 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 made as each portion of work progresses. Refuse and excess dirt B. Manufacturer's Directions: Manufacturer's directions and detailed drawings D. Operation and Maintenance Manuals: 4. Except as noted in paragraphs 1,2,and 3 of this section(2.01 B),all 4. Riser nipples for all sprinkler heads shall be the same size as the 2. Install NO multiple assemblies in plastic lines. Provide each assembly shall be removed from the site,all walks and 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 line 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 Rancho 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-cover, set forth in section 2.0113 of the Specifications. S. All sprinkler heads of the same type shall be the same manufacturer. 3. Install all assemblies specified herein in accordance with respective three ring binders containing the following information: detail. In absence of detail drawings or Specifications pertaining to 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE C. Ordinances and Regulations: All local,municipal and state laws,and rules D. Brass Pipe and Fittings: O. Sleeving: specific items required to complete work,perform such work in and regulations governing or relating to any portion of this work are hereby a. Index sheet which states Contractor's name,address,and accordance with best standard practice with prior approval of City of A. The Contractor shall operate each system in its entirety for the City of Rancho incorporated into and made a part of these Specifications,and their telephone number,and which lists each installed equipment 1. Where indicated on the Drawings,use red brass screwed pipe 1. Sleeving under hardscape or paved areas for mainline,lateral lines Rancho Cucamonga. Cucamonga at time of final observation. Any items deemed not acceptable by provisions shall be carried out by the Contractor. Anything contained in and material item including names and addresses of conforming to Federal Specification#WW-P-351. or control wiring shall be Schedule 40 P.V.C.or approved equal. the City of Rancho Cucamonga shall be reworked to the complete satisfaction these Specifications shall not be construed to conflict with any of the above manufactures local representatives. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and of the City of Rancho Cucamonga. rules, regulations,or requirements of the same. However,when these b. Catalog and parts sheets on every material and equipment 2. Fittings shall be red brass conforming to Federal Specification#WW - P. Vandal Resistant Controller Enclosure: moisture before installation. Installation and solvent welding Specifications and Drawings call for or describe materials,workmanship,or item installed under this Contract. P-460. methods shall be as recommended by the pipe and fitting B. The Contractor shall show evidence to the City of Rancho Cucamonga that the construction of 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 manufacturer. City has received all accessories,charts,record drawings,and equipment as 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. required before final site observation can occur. Specifications and Drawings shall take precedence. major equipment. 5. On PVC to metal connections,the Contractor shall work the metal 1. Pipe: Type K,hard tempered. 2. A backboard shall be secured to the controller enclosure housing to connections first. Teflon tape or approved equal,shall be used on all 3.10 SITE OBSERVATION SCHEDULE D. Explanation of Drawings: 2. In addition to the above mentioned maintenance manuals,provide provide a base for mounting the automatic sprinkler controller and threaded PVC to PVC,and on all threaded PVC to metal joints. Light the City's maintenance personnel with instructions for major 2. Fittings: wrought copper,solder joint type. terminal strip. wrench pressure is all that is required. Where threaded PVC A. The Contractor shall be responsible for notifying the City of Rancho 1. Due to the Scale of the Drawings,it is not possible to indicate all equipment and show evidence in writing to the City of Rancho connections are required,use threaded PVC adapters into which the Cucamonga in advance for the following observation meetings,according to offsets,fitting,sleeves,etc.,which may be required. The Contractor Cucamonga at the conclusion of the project that this service has been 3 Joints shall be soldered with silver solder,45%silver, 15%copper, 3. A 117 volt duplex box shall be provided with an On/Off switch,and a pipe may be solvent welded. the time indicated: 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 Furnished: 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. Supply as a part of this contract the following tools 1. Ball Valves(1 1/2"and smaller) 4. A terminal strip shall be provided,clearly indicating the proper other and twelve (12)inches from lines of other trades,with the conflicts between the irrigation system,planting and architectural points of coinfection of all appropriate wiring (station valves,master exception of the control wire sleeve(s) which shall be installed 3. Lateral line and sprinkler installation-24 hours features. a. Two(2) sets of special tools required for removing, a. Ball valves shall be a 125 Ib SWP bronze valve with threaded valve,common,central control). adjacent to pressure supply line. Parallel lines shall not be installed disassembling and adjusting each type of sprinkler and valve ends and shall be equipped with a stainless steel handle. directly over one another. 4. Automatic controller installation-24 hours 2. All work called for on the Drawings by 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: furnished and installed whether or not specifically mentioned in the b. Two(2) four-foot valve keys for operation of gate valves. C. All Ball valves shall be installed per detail. F. Automatic Controller Assembly: 5. Control wire installation- 24 hours specifications. C. Two(2)keys for each automatic controller. 1. Refer to the Irrigation Plans for sizes and types of miscellaneous d. One(1) quick coupler key and matching hose swivel for 2. Resilient Wedge Gate Valve(2"and larger) irrigation equipment per 1 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 shown on the hall 6. Pressure supply line and lateral line testing-48 ours 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. 7. Coverage test-48 hours obstructions,grade differences,or discrepancies in area dimensions equipped with a 2"operating nut. approved equal. exist that might not have been considered in engineering. Such 2. The above mentioned equipment shall be turned over to the City at b. Resilient Wedge Gate valves shall be No. 403 RT-RW as G. High Voltage Wiring for Automatic Controller: 8. Final observation-7 days obstructions or differences should be brought to the attention of the the conclusion of the project. Before final observation can occur, supplied by Watts or approved equal. PART 3-EXECUT_ION City of Rancho Cucamonga. In the event this notification is not evidence that the City has received material must be shown to the C. All Resilient Wedge Gate valves shall be installed per detail. 1. 120 volt power connection to the automatic controller shall be B. When observations have been conducted other than the City of Rancho performed,the Contractor shall assume full responsibility for any City of Rancho Cucamonga. 3.01 OBSERVATION OF SITE CONDITIONS provided by the Contractor. Cucamonga,show evidence in writing of when and by whom these revision necessary. G. Quick Coupling Valves: observations were made. 1.04 PRODUCT DELIVERY,STORAGE AND HANDLING A. All scaled dimensions are approximate. The Contractor shall check and verify 2. All electrical work shall conform to local codes,ordinances,and union 1.03 SUBMITTALS 1. Quick coupling valves shall have a brass,two-piece body designed for C. No site observations will commence without"As-Built"record drawings. The A. Handling of INCi and fittings: The Contractor is cautioned to exercise p g y 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, g pile g ' working pressure of 150 Y.S.I. prior to proceeding with work under this Section. A. Material list: care in handling,loading,unloading,and storing PVC pipe and fittings. All H. Remote Control Valves without completing previously noted corrections,or without preparing the INC pipe shall be transported in a vehicle which allows the length of pipe to 2. ick coupling valve shall be operable with a quick coupler key. Ke system for said visit. lie flat so as not to subject it to under bending or a concentrated external load � p g � q p Y B. Exercise extreme care in excavating and working near existing utilities. The 1. The Contractor shall furnish the articles,equipment,materials,or 1 g 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 Drawings. 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(I 2) inches between adjacent valve boxes. Install each substitution will be allowed without prior written approval b the discarded,and if installed,shall be replaced with new piping. H. Backflow Prevention Units: CONCRETE SPECIFICATIONS p ' pp y locations. remote control valve in a separate valve box. City of Rancho Cucamonga. PRT 1 .ENERAi. 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. Complete material list shall be submitted prior to performing any irrigation drawings. Install backflow prevention units in accordance no interference with utilities or other construction or difficulty in planting 1.01 Description 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. p and description of all materials and equipment to be used. Although equipment or materials listed on the Drawings and Specifications,he may do g trees,shrubs,and ground covers. 1. After all new sprinkler pipe lines and risers are in place and connected,all necessary diversion work has been completed,and For concrete information refer to the Standard Specifications for Public Works manufacturer and other information may be different, the following so by providing the following information to the City of Rancho Cucamonga Z. Wye strainers at backflow prevention units shall have a bronzed D. The Contractor shall carefully check all grades to satisfy himself that he may prior to installation of sprinkler heads,the control valves shall be Construction(Green Book: Edition per the City of Rancho Cucamonga). Refer to 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. Sections 4, 201,303,and 400,as well as any other sections related to the installation, Item No. Description Manufacturer Model No. 1. Provide a statement indicating the reason for making the substitution. #10013 or approved equal. 2. Sprinkler heads shall be installed only after flushing of the system per and post installation of concrete work,materials,labor,and clean-up. The 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 Standard Specifications for Public Works Construction is available from: 1 Backilow Preventer Febco 825-Y-3 the backflow preventer shall be installed as required by local code. A. Physical layout: Rancho Cucamonga. BI Building News V 2. Provide descriptive catalog literature,performance charts and flow The Contractor shall verify with the local governing body as to Y y 3055 Overland Avenue 2 Automatic Controller Calsense ET 1-24-DR charts for each item to be substituted. material type and installation procedures prior to start of 1. Prior to installation,the Contractor shall size stake out all pressure J. Sprinkler Heads: Los Angeles,CA 90034 construction. Submit shop drawing for approval. supply lines,routing and location of sprinkler heads. (310) 3 Master Valve Superior 3100 RCV 3. Provide the amount of cost savings if the substituted item is pp Y g p 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 202-7775 4 Etc. Etc. Etc. 2. All layout shall be approved by the City of Rancho Cucamonga prior to those itemized. 1.02 Scope B. The City of Rancho Cucamonga shall have the sole responsibility in accepting 1. Swing check valves 2"and smaller shall be 200 pound W.O.G.bronze to installation. 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 Furfish and install all concrete work complete as indicated on the drawings or as listed and should include solvent,primer,wire,connectors,valve, materials listed on the Drawings and Specifications. and shall meet or exceed Federal Specification W'NV-V--51D,Class A, B. Water Supply: specified,including,but not limited to the following: boxes,etc. No copies of manufacturers literature(catalog cuts) are Type IV_ recmmended by the manufactushall the prerg exceed the maximum required as submittal information. 1.06 GUARANTEE 1. The irrigation system shall be connected to water supply point(s) of A. Furnish and set all reinforcing steel,bolts,and anchors. s d on the Drawings.t s indicated acaeg . 2. Antldrain valves shall be of heavy duty virgin PVC construction with connection3.04 TEMPORARY REPAIRS B. Install all items required by other trades which are to be cast into concrete. 3. Equipment or materials installed or furnished without prior approval PL 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 of the Cit of Rancho Cucamonga may 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 Y g Y 1 pp �' and neoprene. Anti-drain valve shall be field adjustable against 'lie City reserves the rignecessary ht to make temporary repairs as necessato 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 head. Anti-drain valve shall be similar to the Drawings. The Contractor is responsible for minor changes C. Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where expense. irrigation system. the Valcon"ADV"or approved equal. caused by actual site conditions. sprinkler system equipment t operating condition. The exercise of this right h the applicable. City shall not relieve the Contractor of his responsibilities under the terms of the Electrical Supply: guarantee as herein specified. 1.03 Protection 4. Approval of any item,alternative or substitute indicates only that the B. A copy of the Guarantee form shall be included in the operations and J. Control Wiring: C. product or products apparently meet the requirements of the maintenance manual. 3.05 EXISTING TREES Drawings and Specifications on the basis of the information or 1. Except as noted otherwise,connections between the automatic 1. Electrical connections for any and all automatic controllers shall be All finished concrete work shall be barricaded to pedestrian traffic for three(3) days samples submitted. C. The guarantee form shall be re-typed onto the Contractor's letterhead and controllers and the electric control valves shall be made with direct made to electrical point(s) of connection as indicated on the Barricade shall be placed imediately after concrete finishing. Contractor shall furnish, Drawings. Where 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 g • possible care to avoid injury to trees and tree roots. Excavation in areas where two place and remove all of his own barricades. Contractor shall be responsible for any 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 damage to new construction and replacement or repair of the work shall be made liability under the guarantee. Such warranties shall only GUARANTEE FOR IRRIGATION SYSTEM solid copper wire. Pilot wires shall be a different color wire for each 2. Connections shall be made at the approximate location(s) shown on without added cost to the City. supplement the guarantee. automatic controller. Common wires shall be white with a different the Drawings. The Contractor is responsible for minor changes cause larger in diameter,except directly d the path of pipe v conduit,shall e tunneled We herebyb actual site conditions. under and shall be heavily wrapped with burlap to prevent scarring or excessive 1.04 Clean-up guarantee that the irrigation system we have furnished and installed is color stripe for each automatic controller. Install in accordance with y drying. Where a ditching machine is run close to trees having roots smaller than two B. 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 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 Upon completion u all concrete work and before final acceptance,the Contractor shall 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 remove all tools,surplus materials,apparatus,debris,etc.from the site and the site A. Trenching: be painted with two coats of Tree Seal,or equal. Trenches adjacent to tree should be shall be left in a clean,neat condition acceptable to the City. set of blueline ozalid prints which shall be corrected daily,showing workmanship which may develop during the period of one year from date of 2. Wiring shall occupy the same trench and shall be installed along the g' closed within twenty-four(24) hours;and where this is not possible,the side of the 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 support pipe continuously on bottom of Np SC q pF u se may be obtained from the Cit of Rancho Cucamonga at cost. repairs or replacements within a reasonable time,as determined b the City,after 3. Where more than one(1)wire is laced in a trench,the wiring shall trench. Lay pipe to an even grade. Trenching excavation shall follow 1? � Y Y g p p y h' p g 3.06 FIELD QjJAllT7 CONTROL urp '4 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. 4,0 Wlea, as a record set. replacements within a reasonable time after receipt of written notice from the City,we A. Adjustment of the System: ?y is aV a authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curl shall be provided within three(3) feet of each 2. Provide for a minimum of twenty-four(24) inches cover for all 2. The Contractor shall make neat and legible notations on the record expense and we will pay the costs and charges therefore upon demand. wire connection. Expansion curl shall be of sufficient length at each irrigation lines installed under paving or hardscaping. v 0 n drawing progress sheets daily as the work proceeds,showing the splice connection at each electric control valve so that in case of 1. the Contractor shall flush and adjust all sprinkler heads for � � ��< -A. -� g p g Y" p g optimum performance and to prevent overspray onto walks, g a 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 three ( )four(24) inches cover for all p p p y - roadways,and buildings as much as possible. * 7-31- ti �. 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) niches or larger in diameter. en ae must indicate that LOCATION: -LS Q equipment has been relocated in a graphic in trench without stress or stretching wire conductors. 2. if it is determined that adjustments in the irrigation equipment will � Data � manner so as to match the original symbols as indicated in the 4. Provide for a minimum of eighteen(I 8) inches cover for all pressure SIGNED: supply lines of two and one half(2 1/2") inches or smaller provide proper and more adequate coverage,the Contractor shall '9l �Q irrigation legend. The relocated equipment and dimensions will 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing make such adjustments prior to planting. Adjustments may also F O F C INk i then be transferred to the original record drawing plan at the proper Packs,Rainbird Snap-rite 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(12) 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 6. Provide for a minimum cover of eighteen (18) inches for all 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 g 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 K. 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 EFB-CP-PRS valves will be set per manufacturers Esser,or Faber Castell. The dimensions shall be made as to be easily specified herein,or approved equals. Drawings. B. Backfilling: specification so that each lateral operates at design pressure. DESCRIPTION OF REVISION DATE APPROVED readable even on the final controller chart(see Section Q. The B. PVC Pressure Main Line Pi and Fittings. 2. Final location of automatic controller(s) shall be approved b the Ci 1. The trenches shall not be backfilled until all required tests are original mylar"record drawing"plan shall be submitted to the City of � g ' pp y City B. Testing of Irrigation System: CITY o f RANCHO C 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 L 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 TRACT #1 6726 reference, such as building corners,sidewalk edges,road 2. Class 315 pipe shall be made from an NSF approved Type 1,Garde!, final electrical hook-up shall be the responsibility of the Contractor. areas to a dry density equal to adjacent undisturbed soil in planting 2. Test all pressure lines under hydrostatic pressure of 150 pounds per PVC compound conformin to ASTM resins specification D1784. All areas Backfill will conform to adjacent grades without dips,sunken LANDSCAPE IMPROVEMENTS intersections,etc.,the location of the following items: po g 1?� square inch and prove watertight. pope must meet requirements as set forth in Federal Specification PS L Electric Control Valves: areas,humps or other surface irregularities. a. Connection to existing water lines. 22-70,with an appropriate standard dimension(S.D.R.) (Solvent-weld 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. NORTHWEST CORNER OF DAY CREEK BOULEVARD & BANYAN STREET the Drawings. No foreign matter larger than one-half(1/2) inch in size will be c. Gate valves. g - ROW 2004-01927 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 IRRIGATION SPECIFICATIONS e. Sprinkler control valves. 3. Flooding of trenches will be permitted only with approval of the City 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 lines for not less than six(6) hours. If leaks i must meet requirements as set forth in Federal Specification PS 4. If settlement occurs and subsequent adjustments in pipe,valves, develop, peat test until entire s p APPROVED BY: • _ - DATE: 11 IL Stub-outs for future connections. pipe eq >?�• p,replace joints and re system is rover 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, watertight. Cucamonga. the Contractor shall make all required adjustments without cost to the CITY ENGINEER2,/��c W G 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 Clh'' 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• #910-1213 with green bolt-down cover or approved equal. Extension General Contractor and the City of Rancho Cucamonga. No pipe shall 'DESIGN ARCHITERRA DESIGN GROUP RECD ENDED 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) inches. 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 g eq shall be of and installation methods prescribed b the 2. Use 9-1/2"x 16"x 11"rectangular 1. Trenches located under areas where paving,asphaltic concrete,or 10221-A TRADEMARK STREET ponsibili of furnishing required information type Y gular box for all electric control valves. concrete will be installed,shall be backfilled with sand(a layer four � �� that may be omitted from the prints. manufacturer. Carson Industries# 1419-12B with green bolt-down cover or approved 6. Furnish necessary force pump and all other test equipment. DRAWN RANCHO CUCAMONGA CA 91730 SHEET equal. (4)inches below the pipe and six (6) inches above the pipe) and KPF TEL: (909)484-2800 FAX: (909)4842802 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 C. Controller Charts: tamping devices. Trenches for piping shall be compacted to equal 3. Use 6"diameter x 8-3/4"deep round plastic valve box for all quick the presence of the City of Rancho Cucamonga to determine if the a. Manufacturers name coupling valves. Carson Industries#608-12 with green flex-lock the compaction of the existing adjacent undisturbed soil and shall be water coverage for planting areas is complete and adequate. Funiish CHECKED RLA No. 2834 DRAWING NO. 1. As-builts drawings shall be approved by the City of Rancho p g left in a firm unyielding condition. All trenches shall be left flush g g Cucamonga before controller charts are prepared. b. Nominal pipe size cover or approved equal. all materials and perform all work required to correct any JRC DATE 1/11/05 JOB No. 0378-5 2016-L C. Schedule or class PROJECT SHEET 10 OF PLANTING SPECIFICATIONS PART I -GENaAl, PART 2 -LX CUTION 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 Contractor is responsible for the erection all signs and barriers Keep all plant material delivered to site in a healthy condition for planting. Plants labels,nursery stakes and ties from all plant material prohibited until the required to prevent intrusion into the treated areas and to notify the public. Contractor shall provide all materials,labor and equipment incidental to and shall not be allowed to dry out. Bare root stock shall be separated and heeled-in,in approval of the Landscape Architect or City. B. No material or methods shall affect the landscape planting or hydroseed necessary for completing all work,as indicated on the drawings,as reasonably most earth or other suitable material until planting. Balled and burlapped plants germination. No material or method shall render the job site unusable for implied,or as delineated in the Specifications as follows. shall have root ball covered with moist sawdust,wood chips or other suitable material D. All plant material delivered to the site showing signs of damage or disease or until planting. is insufficient in size to carry out the intent of the planting pian 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 - Non-selective contact herbicide and/or non-selective systemic herbicides(as and regulations,and meet the minimum requirements of the Standard Specifications Detailed layout of plants within the planting areas shall be performed by Contractor gallon,and 15-gallon) shall have been grown in containers for at least one (1) 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. S ubsti� tutions -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 work,must be licensed in Selective Control Advisor)herbicides compatible with seed mixtures (as recommended by 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 Gro Power Plus,5-3-1 15 lbs/cy specifications. 6.07 Weed Eradication B. Contractor shall provide the Landscape Architect and the City with a list of Iron Sulfate 2 lbs/cy Subcontractors and Material Suppliers expected to be employed during the G. Plants loot �nr� -Plants not approved are to be removed from site perennial grasses and weeds existing in course of construction. (To be used for bidding purposes only,verify with Agronomic Soils Test.) immediately and replaced with suitable plants. The City reserves the right to If a the opinion of the Pest Control Advisor,per g g reject entire lots of plants represented by defected samples. the planting areas will require control prior to removal,spray these areas per Pest C. Contractor shall obtain and keep in force Public Liability and Property After backfilling,construct a 3"earthen berm to form watering basin around each Control Advisor's recommendations. Damage Insurance,during entire course of the Construction Contract. The plant,to allow thorough water-in and establishment H. Stake all trees,as per details immediately after planting to prevent wind amount of insurance shall be determined by City. damage. A. Prior to the installation of the irrigation system remove and clear all weeds Prior to installation of turf and ground cover,remove water basins from around trees and deleterious materials from planting areas. D. Prior to start of site development work,the Contractor shall notify the and shrubs. Berms in turf areas to be removed prior to City acceptance. L Plant trees that are to be located in lawn or ground cover areas after finish Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of Landscape Architect and City to give starting and completion dates. grades are first established and allow at least 7 calendar days prior to 1"-2"below the surface of the soil. Physically remove all weeds from the site. Contractor shall also supply the Landscape Architect and City with the name PART 3-SO .P FD RATION 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-iANDCCAPE MATNTENAN 3.01 Scope of Work: details. 1.04 Responsibilities and Coordination: A. Provide all materials and equipment,and perform all work necessary for and 4.03 Soil Amendments: 7.01 Scope of Work: A. Permits: The Contractor shall obtain and pay for all permits and inspections incidental to the soil preparation and finish grading of all planting and lawn Provide all materials,labor and equipment necessary for,or incidental to,performing required 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 verifythe location and depth required. Maintain all plants and planted areas. P e4 Tree stakes shall be Lodge pole pine tree stakes.See tree staking detail on pians for of all underground utilities prior to start of work. 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 and pay all cost incurred PRT S-GROUND COVER AND BEDDING PLANTS Fertilized all plants and planted areas. for all temporary utilities such as water,electrical power and gas as required 3.02 Topsoil: Irrigation. by him for the construction of the project. Temporary services shall be Insecticide spraying. Work- coordinated with the City and other contractors on the job site. A. Existing on-site soils listed as`acceptable'under`Site Grading'specification. 5.01 Scope of Work: 7.02 Fertilizers: Provide all materials and equipment and perform all work necessary for and D. Survey,Reference Points,and Elevations: The Contractor is responsible for B. Topsoil imported to site for use as fill,backfill in planters and mounding, incidental to installing all ground cover and bedding plants,as shown on plans,as A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus,and 12-8-8 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 reasonablyimplied,or delineated in the specifications. 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 P )?� substitute Controlled Release Nitrogen,as designated herein, e approved part per million as measured on the saturation extract. The sodium substitute as required by the Agronomic soils report. Available from Gro E 5 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. .02 Bedding Plants Power(909) detours required by him for the construction of the project. All temporary In order to ensure conformance,samples of the imported soil shall be Ammo 44. ° traffic barriers and detours shall conform to all conditions required by the submitted to an agronomic soils testing laboratory,approved by the project Perennials and Annuals: Provide healthy container grown plants from a recognized B. Ammonium Sulfate: Granular form containing not Less than 21/o nitrogen and nursery,and of the species and variety shown on plans. Dep sulfur and shall be registered lan agricultural miner,with the State City or governing authorities. Landscape Architect for analysis prior to use. Result of testing to be delivered to City for approval. Soil test to include analysis and recommendations. Department of Agriculture in compliance with Article 2 -"Fertilizer Materials," 5.03 Ground Cover: Section 1030 of the Agricultural Code. 1.05 Defective and Unauthorized Work: 3.03 Soil Amendments: Ground Cover. Provide round cover of the species shown on plans. Ground cover All work which is determined by inspection to be defective in its construction or g P 7.03 General: deficient in any of the requirements of the plans and specifications, shall be remedied All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils shall be established and well rooted in flats or similar containers. Maintenance shall start immediately after landscape irrigation and planting. or removed,and replaced by the Contractor at his own expense in a manner report furnished by the Contractor 5.04 Mulch: acceptable to the landscape Architect and City. 3.04 Soil Preparation: Mulch: Shall be of compacted wood chip fiber. Maintain all plants and planted areas on a continuous basis as they are installed 1.06 Inspections: 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 recommended 5.05 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 and City representative. 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 noted. Inspections shall be as listed below,but not necessarily in this order. Only 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 the inspection pertaining to the project scope of work will apply: After rough grades havea depth established, she 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 tilling or cross ripping Rough Grading. diameter shall be removed from the site,except for areas that are to be sodded, in elements. shall e kept to a minimum. Damage to irrigation system resulting be 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 n 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 Preparationm and Finish Gradin 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 g other than emergency repairs shall be accomplished without written Plant Material(delivery&placement). Water area 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. Plant round cover and bedding plants in moist soil and ace as indicated on plans. p p Y g Final Inspection(after maintenance period) -7 days. 4 cubic yards of nitrolized Redwood or Fir shaving or equal. g g P P p B. areas Control Kee all exceed areas free of weeds and debris b 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 Ci a minimum of seven(7)days nor 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 City Y P g q Y Y removing plants from container. approved herbicide program. bidding purpose,because soil conditions may change drastically from the time these 1.07 Guaranties: specifications were developed to the time the actual soil conditioning take place. 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 Contractor shall obtain his own soils analysis at a rate of one per every " p program and as may become necessary thereafter by an approved method of A. Plant Materials: All trees,shrubs,ground cover;bedding plants and lawn 25,000 square feet of planted area. These soil tests shall be conducted by an proper surface drainage. A 4 layer of mulch material shall i spread over the entire shall be guaranteed from date of final acceptance of landscape construction approved Agronomic soils testing laboratory approved b 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. g P Pe PP g g Y PP Y P 1 Pe mulching. (Grading shall accommodate the mulch) Method shall be reviewed by the City prior to any applications. Pest Control for periods as follows: Architect and City. Copies of the soil test to be provided during the Pre-construction shall include Rodent control. job conference. 5.07 Protection: ),%%0 SCAPF Trees 24"box&larger 1 year Trees 15 gal.&smaller 1 year 3.05 Finish Grading: D. Pruning: Prune all plants as designated and directed by Landscape Architect, q s 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 y Shrubs All sizes 120 da y3 w�d� 9Gtiy Y final acceptance. as may become necessary until the end of the maintenance program. Ground Cover 120 days After rototilling operations are complete,grade areas to establish finish grades for �`� `b `A Bedding Plant 120 days planting. All flow lines shall be maintained and proper tolerances shall be met after V Lawn. sod 120 days settlement at the end of the project maintenance period. PART 6-`NF1+.D ABATF�T Remove trash weekly. Edge ground cover to keep in bounds and trim top ] � � ,___.__A -74 (sod) 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. * 7 ra 31 Lawn(seed) 120 days from first mowing 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 8-ACCEPTANCE OP Pffl= Date 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. a 8.01 General: and within 5 days from receiving written notice from the landscape Architect 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 Qpality 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 a minimum he days for A. The Applicator of all weed control materials shall be licensed by the State of all landscaped areas is required prior to final acceptancee of the work byy the City. The Landscape Contractor for all expenses incurred. section). California as a Pest Control Operator and a Pest Control Advisor in addition to Commencement date for the maintenance period shall commence upon written any subcontractor licenses that are required. approval for all phases of planting installation by the City Public Works Inspector. B. Construction Materials: The contractor shall guarantee all workmanship and PART 4-TRW AND SHRUBS Maintenance period shall be adequate to verify plant characteristics and materials for all site development,for a period of one year from date of final acceptance of project 4.01 Scope of Work: B Regulations.materials and methods must conform to Federal,State,and Local establishment 1.08 Material and Labor Releases: Provide material,equipment,and labor necessary to install all trees and shrubs as A. afteTwor inspections shall e made that affect the establishment period: The first A shown on plans,as reasonably implied and as delineated in the specifications. 6.03 Submittal: after ani plantings have been completely installed in order to approve the Upon completion of the work,the Contractor shall present to the City,signed copies of beginning of the establishment period,and the second at the end of the DESCRIPTION OF REVISION 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 Prior to the installation of any weed control materials,the Landscape Contractor shall day period,due to defective maintenance,then continue establishment the 1ment unn til all work meets with the Specifications and can be approved. CITY of RANCHO CUCAMONGA 1.09 Disposal and Clean-up: A. Nomenclature -Plant names indicated on the drawings conform the"Standard 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 TRACT #16726 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 landscape construction,and legally dispose of it. During the course of the work, 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. LANDSCAPE IMPROVEMENTS remove surplus materials from the site and leave premises in a neat and clean B. Condition -Plants shall be symmetrical,typical for variety and species,sound, intended planting and seed varieties present. 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 NORTHWEST CORNER OF DAY CREEK BOULEVARD & BANYAN STREET upon the request of the inspector. point of being root bound. Plants shall not be pruned at anytime,and in no ROW 2004-01927 case shall trees be topped. PLANTING SPECIFICATIONS APPROVED BY: - - DATE: ' CITY ENGINEER ZL�ZaLJ.L RCE No. 24953 DESIGN ARCHITERRA DESIGN GROUP RECO M DED KPF LANDSCAPE ARCHITECTURE SITE PLANNING 10221-A TRADEMARK STREET SHEET DRAWN RANCHO CUCAMONGA,CA 91730 L-9 KPF TEL: (909)484-2800 FAX: (909)484-2802 �! CHECKED RLA No. 2834 DRAWING NO. JRC DATE 1/11/05 JOB No. 0378-5 2016-L PROJECT SHEET I OF