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HomeMy WebLinkAbout1010-L A: EU .1 . 4111111111111. 1 41111111111111 M e : 14 114,18 114,== 114 96 MINIMUM CLEARANCE IRRIGATION CONTROLLER SERVICE AE00 PER NEC 1 10 16 21 MIN AND CFRONT +T 24 IMAX DESIGNED TO SUPPI.Y METERED POWER �,-_--• OR 4&0V ASL F utiiitr A FOR AND ENCLOSE AN IRRIGATION CONTROLLER TeroL6Dv net1M SERv►CESI ELECTRIC PRODUCTS INC. Section IN A HEAVY GAUGE VANDAL RESISTANT ENCLOSURE .et STANDARD FEATURES 1 1. UTILITY LANDING LUGS `LINE 2 2. METER SOCKET 100 AMP RATED ECTION T -- r : 4. 5 A UTILITY3. SERVICE SDISCONNECT 21 MIN C LOAD 1' "' 'i 24 MAX �� Io S. GFI RECEPTACLE L01111u11 6. CONTROLLER MOUNTING AREA ARIA '. T. LINE CONDUIT AREA Gln• " I S. LOAD CONDUIT AREA IC) 9. LINE ACCESS COVER (REAR) Lri1 ,.,.... 3 STANDARD VOLTAGE 120 V, 1092W ...... 2 tt � III-(:(MAMA IILN 1, SPECIFICATIONS o1 LE Q 1 y,,,( O� L'L&��'f•1 G .f[Cf kAAtl NJ if(1 til(1( 4 5 - �f•� C +' l C+��U1�Hl fifl(1 1 l(ARA W(:1 f fl M f 1 n� l(k AIMIN • 10 GAUGE ZINC COATED STEEL WIRING DIAGRAM FLOOR PLAN CONSTRUCTION 1 • RAINPROOF TYPE 3R GASKETEO TocvTm QI h11.�, �-1'•�'� 'TIO Sa:�ple specification : MEUG-I-t1 a►1.I ; i 0 ENCLOSURE � 1 � p "'j' The electrical service and irrigation controller enclosure shall be an integrated design in one complete free standing pedestal. The i • • ALL FACTORY WIRING IS COPPER 1, - �nC•{s �ul-E '�i►�C service portion shall have utility termination, meter socket and -� Il fectory installed test blocks and shall comply with the requirements 0 • DETAC14ABLFAST INSTALLATION PAD MOUNT SUB- L 6 of the serving utility. The controller mounting area shall have a BASE FOR 15, or 20 ampere circuit breaker factory installed. There shall be provisions to connect a controller by code approved wiring methods. Q • When required for ease of reading digital displays, the controller STANDARD FINISH ILIGHT GREEN /�1'�' shall be mounted with. the front face angled upward. The pedestal BAKED ENAMEL OVER CORROSION �! RESISTANT ZINC CHROMATE l shall be furnished as a complete unit and shall be t1YERS Catalog PRIMER-f'1EUG-I-Pt series. W �________ D _ EXCEEDS 250 HOURS SALT Enclosure shall be zinc coated steel, minimum 10 gauge thickness. A -It LG,1 ~471 ,. 74?' + Cabinet shall be protected against corrosion in accordance -FRONT VI SPRAY��� M 70 WI"''��1 INI& 'L with -FO EMI SECTION VIEW PLYWOOD BACKBOARD FOR • 3 -O �• hl;T� �}4T 7� U.L.51), gauge steel and shall have padlocking provisions. Door dhal). be EQUIPMENT MOUNTING Cabinets and Boxes, Section 13. Doors to be minimum 10 ' gasketted on top and sides for spray resistance . All factory installed components shall be U.L . listed. All factory installed ENCLOSURE SIZE IRRIGATION CONTROL AREA conductors shall be copper, size and type to conform to ITEC and ITEM CATALOG 90. U.L . renuirements. Enclosure shall be furnished with a detachable w N �► N sub-base designed to be encased in concrete. Enclosure shall fasten I. MEUe-1- 11884 16.0 18.0 48.0 13.5 9.75 13.0 to sub-base with " diameter bolts. Mounting bolts shall not be 2. MEUe-I-MOe4 20.0 18.0 48.6 17.5 9.15 visible outside the enclosure after installation on sub-base . 3. MEUe- 1-9484 24.0 18.0 48A 13.0 21.5 9.15 13.0 Enclosure finish Shall consist of one coat zinc chromate primer and 4. 9EUe-1-9685 16.0 18.0 54.0 13.5 9.75 19.0 - � G �� � tu10 coats baked enamel paint. finish shall conform to California 5. MEUe- 1- Moes f 20.0 1 6.0 54.0 11.5 9.75 19.0 BECAUSE OF OUR DESIRE TO CONTINUOUSLY `"`1' 1'T�' � b Department of Transportation SQecifwcati_ ons, Section__�6-?_. 16. Color 0 f paint shall :s_ - 'yam r 6. 9EU6-1-9485 24.0 18.0 54.0 21.5 9.15 19.0 't'P��PRODUCTS,DESIGNS AND SPECIFICATIONS .I� L 4_r K,_� , t ARE SUBJECT TO CHANGE WITHOUT NOTICE AND �;•fT � L/ ` l �+1� WITHOUT ANY OBLIGATION RELATING TO SUCH CHANGES DETAILS.DESCRIPTIONS AND ILLUSTRATIONS ARE FOR INFORMATIONAL C 1130S. Vail Ave., Montebello, CA 90640 (213} 72.4-0450 - PURPOSFS ONI Y sP-MEuo-I-u-loan --'_"-- - - - ry L-G • A M TH Y h7 -- _ Q�t' ar) E L�V o, 1 o� -,1 Q,t.j I ploKq r= VI44A , -r, - • b L 5;;LI rr.i C M�;[V- 1�� DESCRIPTION OF REVISION DATE CITY ' APPROVED CITY OF RANCHO CUCAMONGA SGS? ; QA, -= z ov1= c'• 0-, ' rFt APPROVED BY DATE6 -11- 1560 J CITY.ENGINEE II.C.E.N0.23809 , DESIGN WD ARCHtTE RECOI�NENDED 61t A9 DRAWN =Ajr�= A-1UW 0a" Mie.ulr 1bS3 N E E T - �1 W. C ECKED - .NO. w O AWING NO. DATt 0 ��IIN N0. �-• '' i �� ( TO � rE.o�} • G TEE - . � -- �� 41� aurx'Mrep xwP� r I� �: � � i � TAN A PLANTING NOTES DRAWINGO 1 H e �� -- -- �--- 1 . The Department of Community Development "Standard Conditions" are hereby made • • r p �.Ur � 8wc _ part of these specifications .-V ruz. 6C4 rme_ tt�CJM +� 2Clear all planting areas from weeds, debris and stones 1" diameter and larger 'mac ELLApply pre-emergent weedkiller per mancif4cturer s instructions and other Meed- BONO !TEAM OLOCKkiller to eliminate any weed growth. HA11Jl- Pv.G t.#7,SF? - MFT!-� oCASA. 4aj b0 •- ` VERTICAL REINf. �� �� �h•U�Jdr N� NIr11-� �r u « 3. Contractor shall obtain agronomist soils report •fb°determine proper sail ee V� CK ,: = 4 BARS QW24 OC amendments .. The following is the minimum application ¢er 1000 sq ft : �- rT�r'• "V-4 O .1DII 041 OAR 3J cu yds nitrolized shavings tN.G. dl /E o Ilemp 175 lbs GRO-POWER - Y'+� -• e rIN• c�� p SEAM etDCK • V 1WVGLT 6bRa 11•t 12 lbs soil sulfur . TO OCLPta r� 4Z ' 4. Finish grade shall be 2" below curb and side walk surface after full settle-' 8 Ram. pY I�c+�• • FINISHED GRADE ment has occurred . ROPE ve.I' '$LOPE Z;1 MAX laox0Xr1! .� F- b a K J -�� 1 ,«,I• 5. Trees in parkway shall be minimum 121 from back of curb . Trees ". ! e caro ETG, oh s"MIN shall be planted per TREE STAKING DETAIL - EXTERIOR STREETS, e ( ° 3 tZ' i BAR City Standard Nr . 605a, �_ .. .j -.. .-•-- d� 1 b • 0 00 � �t� 3«Ce.EAItANCE � 6. Backfill mix for shrubs and trees shall be as follows : OC44.8 o rV,G.ELL. tP r}'LE '� pV G OENO ALTERNATE BARS 70% site soil eo rv.G.'IJl�rt.� 1�'b ice• a �. s« M 4 30% Nitrohumus or equal L �"1GFi� aF 24 Agriform planter tablets, g slow release giz-,11.eo r!V G. (�.o13'rP W aF CTF+t�X1 1 E .W C6UPX 21 rams each c h A UP vlRa*,GT � 5 5 gal plant 3 tablets . I!�IG. ��� - TNt�X6�.IP� GENERAL NOTES: 15 ga-1 plant 6 tablets . 1. All vertical cells containing reinforcing steel shall be filled with grout. In /� ��vE -moo addition, where 6" blocks are used, all cells without vertical reinforcing steel t 7. Contractor shall notify City 48 hours before commencement of work to verify vl •I�'GL1 ri �i C/� f•+ 1 '1 shall be filled with grout to top of bond beam at midheight of wall . location of plant materials . 2. The block wall courses and footings may be built parallel with the street nN. atter• TION NOTES grade J7%) max=) or stepped. j o. �I IRRIGATION 8 . Sprinkler controller and electric j. All walls shall be plumb. Q 8. pER CAL TRANS LETTER OF MAY 9 ,• 1986 , ALL TREES SHALL BE PLANTED meter $hall be .mounted in vandal MINIMUM 12 ' FROM FACE OF CURB. N I 1 . The Department of Community pevelopment "Standard Conditions" and other 4. Backfill shall be Compacted to a minimum of 90�. regulations are hereby made part of these specifications . proof enclosure Meug-1-M. S. Footing shall be class B concrete. j F1/t� T4 , _ to 6. Concrete block shall be grade A units, conforming to ASTM designation No. C90. ^ g, Provide 180 continuous ,calender day maintenance period prior to _ 2 . . Contractor shall call the Water District (987-2591 ) to coordinate location. 7, Reinforcing steel , grout mortar, and Class 8 concrete shall conform to the [ City acceptance . ' Z ° ° so Nle " ' of 4water, metpar . Water District will install 11" water meter ; contractor Standard Specifications. ©''�'1 shall pay for water miter installation . S. Eliminate mortar in all vertical joints in first course above finish grade. 0o B� 9• CDLOR SHALL ep e1VVZS14,* $UPF, f y� d.� gWJ'h.% L.--� .0 3. Cont ctor shall pull electrical. service from existingstreet light hand , l.gor.�/G• �11r1"t-E hole sprinkler= controller( location . g 10. Eliminate midt�eigfit bond beam in walls where Ih4' or less. r' } TN � ► � c > 1 4 . All sprinkler head shall be installed on threaded PVC Schedule 40 risers `D LA M !� 8l,oC,K [,�i6,�-L with swing joint assemblies . Heads shall be 6" from back of curb and edge - Z of sidewalk and wall . Head shall be itistalled 2" above grade . 1 9 Adjust all heads for maximum covera a and VA overs ra onto hard surfaces . Q _.�- r �--�-. ^. �r•.� WALLS AND FENCES �EStIl ; 6 ' high slump stone wall , with 2" slump stone cap, per City standard CUP X X 6l•t l' T� � - 6. Provide the City with AS-BUILT PLAN showing main line routing dimensioned from h>� ��'A'S��S � OFF�L�', Gdt�� ��"��`� ����-�� �u�• - - • 3 ' high slump stone wall , with 2" slump stone cap and 3 ' high W. I . fence 0�; permanent points of reference . on top . W. I , fence shall have 1/2" sq pickets @ 6" 0. C. welded to 1" x 2" ,' :y � � 7 . Guarantee entire sprinkler system as to workmanship and materials for a top and bottom rail . Color shall be 1151:!C#L- , period of one year from date of acceptance of work by the City . 6 ' high W. I . fence with 1 /2" pickets @ 6" 0. C. welded to l" x. 2" to-p and bottom rail . t,oLOP_ 64AL•L ZM- 'PS LlC466 1411-#•1 11-4 h ?0�, _ - It Q -G�► I ti3 a �lo�.� t� INDIC� HMeAV 14a ' �.. k1C*�t 43�cY1..c��t�l� Got,. a1'UM 22 L�C�G�L.hj C�v�M �la► I�ti�lC� N '����t,� �► Pi��l� 10 Dox& 7� u N�,u T '� '� tl 4 3 'To L.iA�- 5 C41. Q 5 Cy D,l. Q 2 4 F�oX Q - -. ! 1�' ® 20! O.G. f �1 1'�'{.1, r.Ta L,D� Q4Z1 , i GU IL IRRIGATION LEGEND i I p 6" pop-up , 1-ow gal lon,T_&l MAQD &0 $12Q Z5 PSI , 0. 7 GPM, 12' raduis_ _ V „ „ IC •1800 ?At 14 25 PSI , 1 .0 GPM, 12 , • , _ , • �~ control valve © Ij ' • =�L�CIC• I Sw size as noted , enclose in valve box �� , _ ' . ;.• � � I 2 • �� I / � ;• `�. .J p . 2 `r � � ;; j, �,'s �; � � •��J � �, •, � ;'" underground � 2 • % 1 electric controller tI , . �G _ wall mount ICJ MGUCT •-_'j f I a 4 quick coupling valve tt � 3/4" size . a J�L�C!�-�� I (� 4Z,d,��� t�G�,�GI�,'�[. -QNGI�� lateral sprinkler pipe PVC Gass 200, bury min . 12" deep ��=� ��l-1�t�-1+• �E ��. 'CL/�, ,Z G !� .�_..._...�. main pressure piping PVC Class 315 , bury min. 18" deep • 6 ' W. I . FENCE AND 20 ' WIDE ,WROUGHT IRON REVEAL •TYPICAL AT I - ':SWING GATE (DOUBLE 10' SWING) � OFFSET, SEE RIGHT THIS SHEET FOR • 3 Z l 2 indicates valve number • S WALL & FENCE DESCRIPTION tf ,,,..�inc'icates valve size indicates f low- in GPM BOULDER SCHEDULE 1 backflow preventer Febco 817SY 11" size , rWXAgt.•1's ` I 1 ' x 1 ' x 1 � "• L�• �T 1 �-I � t� „ • O ' 1 ' x 1 ' x 2 ' ® pressure regulating valve Kennedy , 1 size , or equal D 1 2 ' x 2 ' x 21' SLUMP STONE OVERFLOW CHANNEL p s 'WALL WITH CHAIN LINK FENCE, Stones shall be grey riverwashed rocks and must be buried 1/2 to 1/3 r SEE STORM DRAIN PLAN SHEET 5 underground Q PER CAL TRANS LETTER OF MAY 9 , 1986, ALL BOULDERS SHALL BE MINIMUM 12 ' FROM FACE OF CURB. W AIL C-HA.J tlt L 3-2A.-a1. 19 gb 4-m GT tt�µ'' t��N� t_ 3 `. 1 /I2 r L ty W 'F• 1 ..- _� �� 4.1 Cal.►. GF}6.L1 C�� Q • . _ _ (-L 1-t3ti =, _ �'. IrL. 3 J'� 1 __ -V V -V V--E_ V-V V-V'VC--V•--V- V V,V�_.x.`VL_- ._ ._ F V.V V--V .a V-- -h _ _r�/ ( I V-V-V V- V-V .V--V---V-----V---V V V-V--V V V V- CC -h-h- A-A-l�-n-1�-- h- '..' �jr �;r 1 t tIr .,• µ I 31 II 11 f �, ll�, 1� I /�-N--•-h ~ i DATE APPi�6 '•` 1 3r 3� Ilrz •tr2 h_h_.__ � DESCRIPTION OF REVISION TY ' O A n n n n---h-A-A h ---h._.'•A_A---h A h /t--'-A • A h ^. h A A h /� h A h h � CITY OF RANCHO CUCAMONGA lot f V v v v v a 1 Iti v �'c` v v v------v cup t 1L (1 t'�' 1 t% 3 1 Y 3' I V v v v v i 1�t '\ r ti 3r� IZ Iz D v V V V _ l,� i �rZ G� c� 4 L. L, �� c) 6G4\? iM ' QovaMe. W Pressure lops calculations for valve #I.1 , 31 GPM Tr"-C-T 13 o CoC� Water Meter 1 . 9 PSI ,�, 'P�CI•�1NL? a���.`D4j.,cj Z3 ip _ _ , Backflow reventer 8 . 9 PSI 4 F J� -•� '�'L'� p 4 6 PSI 5 R•-U P�'�J. rj Main line piping , 1i" .,size Control valve 1 . 1 PSI r' l �p � �' �` rkol Lateral line loss 6. 5_ PSI Fittings loss 0.9 PSI I 1 -1 LAS 1 \�,� APPROVED B11 DATE - ' - $ rV c� 4� CITY.ENti1NEER .R.C.E.NO.23i88 g DESIGN RECOMMENDED ' Required at sprinkler head 25 .0 PSI Misc. loss 5 .0 PSI W. TECTURE LAND ARCH( L(sOm e J, �` DRAWN "" � Avc A'; RHEET Required to operate system 53 . 9 PSI .__... __ Peak Demand 33 GPM. Pressure setting at pressure arz C•�aAksaCario.,wM4 -. regulating *alve shall be 55 PSI. Igjf C'I tr�t4�S" C CKED DRAWING NO. i DATN rsan �..=.,,+. •r...�_... alit ! ,,,,� t..