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HomeMy WebLinkAboutProject Plans for Construction on State Highway_1 a z 0 GENERAL NOTES IND -EX OF SHEETS C 0 U N T Y O F R I V E R S I D E I . ALL MATERIAL AND WORK SHALL CONFORM TO THE . 1559 METRIC EDITION OF THE SHEET NO. SHEET DESCRIPTION CALTRANS SPECIFICATIONS AND STANDARD PLANS. i TITLE SHEET PROJECT PLANS FOR CONSTRUCT I ON ON 2, LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL 2 C- 1 MONTEREY AVENUE INTERCHANGE SLOPE PAVEMENT DESIGN DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR W 3 C-2 WASHINGTON STREET INTERCHANGE SLOPE PAVEMENT DESIGN TO COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY D 3 4 PL- I PLANT LIST STATEHGHVVA Y AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AN 5 P- 1 MONTEREY AVENUE INTERCHANGE PLANTING PLAN PRESERVE ANY AND ALL UNDERGROUNDUTILITIES. THE CONTRACTOR SHALL NOTIFY ALL 6 P-2 MONTEREY AVENUE INTERCHANGE PLANTING PLAN IN RIVERSIDE COUNTY IN AND NEAR PALM DESERT AND RANCHO MIRAGE CALLERNED UNDERGROUNDYSERVPI CE IES ALERT ATA ST(800)8 227-2600,ADVANCE OF EXCAVATION. 7 P-3 MONTEREY AVENUE INTERCHANGE PLANTING PLAN FROM 0 . 97 KM WEST TO 0 . 48 KM EAST OF 8 P_4 MONTEREY AVENUE INTERCHANGE PLANTING PLAN T MONTEREY R E Y AVENUE O V E R C R O S S I N G 3, THE CONTRACTOR IS REQUIRED TO HAVE A CLASS 'A' OR CLASS 'C-27' LICENSE AT TIME OF 9 P 5 MONTEREY AVENUE INTERCHANGE PLANTING PLAN THE M O N AWARD. 10 -----P-6 WASHINGTON STREET INTERCHANGE PLANTING PLAN AND FROM 0 . 8 KM WEST OF WASHINGTON STREET II —P-7 WASHINGTON STREET INTERCHANGE PLANTING PLAN 4 EXISTING PRIVATELY OWNED IMPROVEMENTS ON PUBLIC RIGHT-OF-WAY SHALL BE PROTECTED 12 -`P-8 WASHINGTON STREET INTERCHANGE PLANTING PLAN TO 1 0 2 KM EAST OF WASHINGTON STREET OR REPLACED IF DAMAGED, AS DIRECTED BY THE ENGINEER. 13 -----R-9 WASHINGTON STREET INTERCHANGE PLANTING PLAN FEDERAL A I D E PROJECT N U M B E R a S T P L N E R — 5 9 5 6 ( 1 4 6 ) CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND REPORT ANY DISCREPANCIES 14 1 - 1 MONTEREY AVENUE INTERCHANGE IRRIGATION PLAN 5' TO THE RESIDENT ENGINEER PIOR TO THE COMMENCEMENT OF WORK. 15 1 -2 MONTEREY AVENUE INTERCHANGE IRRIGATION PLAN 16 1 -3 MONTEREY AVENUE INTERCHANGE IRRIGATION PLAN 17 1 -4 MONTEREY AVENUE INTERCHANGE IRRIGATION PLAN 6• RENFER ES, TO RIGHT OF WAY MAPS FOR THIS PROJECT WHEN LOCATING PROPERTY OR EASEMENT 18 1 -5 MONTEREY AVENUE INTERCHANGE IRRIGATION PLAN 19 1 -6 WASHINGTON STREET INTERCHANGE IRRIGATION PLAN 7, THIS PLAN IS NOT DEEMED TO BE AN EXACT REPRESENTATION OF THE ACTUAL GEOMETRY AND 20 1 -7 WASHINGTON STREET INTERCHANGE IRRIGATION PLAN SAN BERNARDINO SAN BERNARDINO COUNTY /OR MEASUREMENTS. CONTRACTOR FIELD REVIEW IS REQUIRED. 21 I -8 WASHINGTON STREET INTERCHANGE IRRIGATION PLAN 22 I -9 WASHINGTON STREET INTERCHANGE IRRIGATION PLAN RIVERSI _ ,-BEAUMONT g, THE CONTRACTOR IS REQUIRED TO FOLLOW ALL CALTRANS' TERMS AND CONDITIONS OF THE 23 SD- I SPRINKLER SCHEDULE ORONA BANNIN S GS RIVERSIDE COUNTY ENCROACHMENT PERMIT. 6 24 SD-2 SPRINKLER SCHEDULE AND DETAILS INDIo • ORANGE AA BLYTHE g, CONTRACTOR SHALL PROTECT IN PLACE DESIRED EXISTING TREES, IRRIGATION - RELATED COUNTY HEMET WELLS OAC _ MATERIAL, SIGNAGE, UTILITY, PIPES AND FENCING. 10. ALL WORK PERFORMED IN CONNECTION WITH THE HIGHWAY PLANTING WITH IN THE STATE SAN DIEGO COUNTY IMPERIAL COUNTY RIGHT OF WAY SHALL CONFORM TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF I THE 2002 ENGLISH /METRIC EDITION OF THE CALTRANS SPECIFICATIONS AND STANDARD PLANS. 11 . TWO WEEKS PRIOR TO TERMINATION OF THE 250 DAYS MAINTENANCE PERIOD, THE CONTRACTOR TO BE SUPPLEMENTED BY STANDARD PLANS DATED JULY, 2002 SHALL NOTIFY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT AND REQUEST FINAL INSPECTION AND APPROVAL IN ORDER TO BE RELEASED FROM THE PROVISIONS OF MAINTENANCE. KILOMETER POST TOTAL PROJECT: MONTEREY AVENUE - 71 .0 / 72.6 THE CONTRACTOR IS NOT RELIEVED OF MAINTENANCE PROVISIONS UNTIL COUNTY FINAL WASHINGTON STREET - 82. 1 / 90. 5 INSPECTION. boy 12. NEITHER/NOR THE ADJACENT LEGAL JURISDICTIONS OR CALTRANS WILL ASSUIME RESPONSIBILITY FOR MAINTENANCE UNDER ANY CIRCUMSTANCES DURING THE PRESCRIBED MAINTENANCE PERIOD. F� ate. 0 DEL WEBB SUN C I TY LIMIT OF WORK 0 P-3LA 1 -3 LIMIT OF WORK _ WESTCHESTER DR. z LIMIT OF WORK P-7 0-4 1 -7 z P-5 P LIMIT OF WORK 0 a VqR 1 -5 �GP -► P-9 9,p LIMIT OF WORK ZQ c P-2 Q , G� 1 -9 v 1 -2 Rp P 'A v O z �� P-6 �o w + 1 -6 VARNER RD Z Q i ROUTE To San RO TE 10 - • _ 3° Bernardino N c 1 Z Q x _ • .: ::::.::::::::::::::::::.._. . :: _= O Ld _ � , - �;__..__ � _ _-_ . _ __�_.._. _- � _- _.-_ _ _ �__-- -- ___ _ _. SOUTHERN_PACIFIC RAILROAD m_ - ----- -_ - - �___ s- _* -- - -__. �. . �.- 10 To Indio --- ---- --- -- ---- y - =x=:===_ U C)Z � Nw oLIMIT OF WORK P-8 Q U o LIMIT OF WORK I -8 LIMIT OF WORK N RECEIVED a . o�o PALM DESERT = LIMIT OF WORK _ U z j Z Q a Q N PUBLIC WORKS DEPARTMENT U a ye ' p N. T. S. N. T. S. CITY OF PALLS DESERT cr Z w ��• F`� ZO � 9 T5SR6E, SECT. I TSSR7E, SECT. 6 " ""^" _ T4SR6E, _SECT. 19 & 2,0 �P�G V I C I N I TY MAP (MONTEREY AVE. ) VICINITY MAP (WASHINGTON ST. ) r ENCROACHMENT PERMIT NO. 08 03 N LF 0321 a REVISIONS RIVERSIDE COUNTY -RANSPORTATION DEPARTMENT APPROVALS RBF CONSULTING PROJECT REFERENCE Q O . p W.O- NO. B1-0390 RE BY DESCRIPTION APPROVE DATE ( — - 03 �' eZ-ZZ- 0 3 p �- DA F JUAN C. EREZ - PLANN I NG/ENV I RONMENTAL DATE T SAAGGL,AM - ROJECT MANAGER DATE �,`�, � ��Dw 4'c' SURVEY NO. SXXXX — s ,Q�,,, ml3T � � �fm I — I 0 / MONTEREY AVENUE F. B. NO. XXXXXX D I A L TWO WORKING MARKS AS OEPUTY DIRE of / DATE C SC TT S ALEY - ROAD DIVISION ENG I ER DATE 03 AND W A S H I N G T 0 N S T R E E T o B E L R E DAYS BEFORE TRANS TRTI �Z ,s o? f- I f ��� sEP. 30. 2ooa PRE ED BY= DATE CAD FILENAME XXXXX': Y(�U BIG M u� ANGELA M. WOODWARD - R. L. A. NO. 2126 LANDSCAPE. CONSTRUCTION c� YOU DIG HUGH SMITH - CONS TION INSPECTION DATE JU C. PERE DIRECTOR DATE sj, �4 i° TOLL FREE 1 -80 0-227-260 0 �/ �✓/ /2 Z p 3 S' p qTF CA`IFp 14725 ALTON PARKWAY SHEET 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NE I L N I LC AIH N - PROJECT ENGINEER DATE GEOR E A. HNSON - DIRECTOR DATE I RV I NE, CA 92618 O Z KILOMETER POST SHEET TOTAL DIST COUNTY ROUTE TOTAL PROJECT NO. SHEETS 8 R I v 10 7 1 . 0/72. 6 2 24 3 Z C7 NOTES - �a-/03 p,NDSCgp e#r►c RE STERED LANDSCAPE ARCHITECT 'D <F x 1 . CONCRETE PAVERS SHALL BE INSTALLED IN A RUNNING BOND PATTERN, PARALLEL TO THE SLOPE CONTOURS. PLANS APPROVAL DATE SIGUT� w SEP. 30. 2W4 �t 2. INSTALL CONCRETE PAVERS PER DETAIL 2 3 - ti SHEET PL - I . COUNTY OF RIVERSIDE s� °" Q N 4080 LEMON STREET q o k RIVERSIDE, CA 92502 pF- CALZ 3. SEE PLANTING PLANS FOR LOCATION 10 4 RBF CONSULTING OF SLOPE PAVEMENT. 14725 ALTON PARKWAY 4. CONTRACTOR SHALL FIELD VERIFY ACTUAL 3 2 IRVINE, CA 92618 FIELD CONDITIONS WITH THE CONSTRUCTION ±2 [:Ihe State of California or Its officers or ads shall not be responsible the accuracy or completeness of electronic copies of this pion sheet. DRAWINGS PRIOR TO BEGINNING CONSTRUCTION �I 4 TOP OF SLOPE 1p �w AND REPORT ANY DISCREPANCIES WHICH MAY m �' IMPACT THE DESIGN AND CONSTRUCTION OF 8 o w THE SLOPE PAVEMENT TO THE RESIDENT 8 ENGINEER. CONTRACTOR SHALL ALLOW IN EXISTING SLOPE PAVING V HIS BID FOR FIELD ADJUSTMENT OF VERIFY LOCATION IN FIELD 12 LEGEND > CONCRETE PAVERS TO MATCH ACTUAL SLOPE 5 w a FIELD CONDITION. 5 I . INSTALL CONCRETE HEADER PER DETAIL � o ^ w SHEET PL - I AT THE TOP OF SLOPE PER F- 5. CONTRACTOR SHALL SUBMIT SHOP 00 6 6 SHEET P-4 , TYP. Q DRAWINGS OF CONCRETE PAVER PATTERN FOR 12 0� 7 0� REVIEW AND APPROVAL OF RESIDENT +I +I 7 2. CUT THE CONCRETE PAVERS TO FIT THE ENGINEER AND LANDSCAPE ARCHITECT PRIOR ANGLE CREATED BY THE CONCRETE HEADER, TO CONSTRUCTION. TYP. 8 g } 3. CONCRETE PAVERS TO ADJOIN FLUSH o m m 6. CONTRACTOR SHALL SUBMIT FULL SIZE CONCRETE SLOPE PAVING UNDER BRIDGE. o o CONCRETE PAVER SAMPLES OF ALL COLORS g 9 FOR REVIEW AND APPROVAL OF RESIDENT Y ENGINEER AND LANDSCAPE ARCHITECT PRIOR 4. INSTALL CONCRETE PAVERS AGAINST J V) w TO CONSTRUCTION. ±10 II BOTTOM OF SLOPE + tl CONCRETE PAVING UNDER BRIDGE, TYP. a w = L -10 U0 U 5. PROVIDE AND INSTALL 100 mm BY 200 13 ) 13 mm BY 60 mm CONCRETE PAVERS, STANDARD COLOR ' BROWN ' . ELEVATION FACING NORTH. 6. PROVIDE AND INSTALL 100 mm BY 200 mm BY 60 mm CONCRETE PAVERS, STANDARD 5 COLOR ' CREAM' . T- x— U) 7. PROVIDE AND INSTALL 100 mm BY 200 mm BY 60 mm CONCRETE PAVERS, STANDARD > 6 I I COLOR ' RED ' . 0 z 8. PROVIDE AND INSTALL 100 mm BY 200 2 3 mm BY 60 mm CONCRETE PAVERS, CUSTOM u w 7 COLOR ' GREY ' . o 0 10 4 9. CUT THE PAVERS ALONG THE ENTIRE U LENGTH OF THE TOE OF SLOPE PER DETAIL 0 8 :�2 3 ±10 2 SHEET PL - I TYP. TOP OF SLOPE � 10. INSTALL CONCRETE HEADER PER DETAIL 3 4 10 SHEET PL - I PERPENDICULAR TO THE SLOPE o PER SHEET P- 4, TYP. 0 8 8 II . INSTALL CONCRETE HEADER PER DETAIL o RABBIT ENLARGEMENT DETAIL EXISTING SLOPE PAVING - SCALES 1 � 50 VERIFY LOCATION IN FIELD SHEET 5 SHEET PL4i AT THE TOE OF SLOPE PER o 5 o x Q °, 12. EXPANSION JOINTS EVENLY SPACED AT Q 6 12 ±3 m 0. C. AND CHANGES I N D I RECT I ON. 12 — — C\j `�' `�' 6 13. REFER TO RABBIT ENLARGEMENT DETAIL o o +1 7 +� FOR NUMBER OF COURSES AND CONCRETE 7 PAVERS. w Lu:-i , a_ F- 8 � = w g 9 _ _'JBLIC `,,%DRKS ZEPARTMENT II ALL DIMENSIONS ARE IN P Q METERS UNLESS OTHERWISE SHOWN r z10 BOTTOM OF SLOPE ±10 9,34 L cr- 13 - cV J M MONTEREY AVENUE INTERCHANGE N ELEVATION FACING SOUTH x 000NSTRUCTION DETAILS w o � - � C" SCALE : i : loo C - 1 V ENCROACHMENT PERMIT NO. 08 - 03 - N - LF - 0321 FOR REDUCED PLANS 0 20 40 60 80 CU XXXXX EA XXXXXX j ORIGINAL SCALE IN MILLIMETERS I I ( I I I I I I DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL I TOTAL PROJECT NO. SHEETS D NOTES. 8 R i v 10 82. 1 /90. 5 3 24 2 FIJ 1 . CONCRETE PAVERS SHALL BE INSTALLED 10 1�/__0 VWDSc,� er'« EO CF IN A RUNNING BOND PATTERN, PARALLEL R I STERED LANDSCAPE ARCHITECT 10 Mft x TO THE SLOPE CONTOURS. 2 �' �' c f 2. INSTALL CONCRETE PAVERS PER DETAIL 3 _ I PL- SHEET . o I PLANS APPROVAL DATE � sEPs o. 2004 � - W 3. SEE PLANTING PLANS FOR LOCATION 4 COUNTY OF R I VERS I DE s�q OATEOA��Q�~Q OF SLOPE PAVEMENT. , 3 RI�V�RSED�N STREET CA92502 3 OF CALZ 4. CONTRACTOR SHALL FIELD VERIFY ACTUAL +1 4 TOP OF SLOPE —•1 ±I 8 RBF CONSULTING FIELD CONDITIONS WITH THE CONSTRUCTION 14725 ALTON PARKWAY DRAWINGS PRIOR TO BEGINNING CONSTRUCTION IRVINE, CA 92618 AND REPORT ANY DISCREPANCIES WHICH MAY g 7 The State of California or its officers or agents sholl not be responsible M P A C T T H E DESIGN AND CONSTRUCTION O F for the accuracy or completeness of electronic copes of Ws plan sheet. THE SLOPE PAVEMENT TO THE RESIDENT 5 m V) ENGINEER. CONTRACTOR SHALL ALLOW IN 5 HIS BID FOR FIELD ADJUSTMENT OF EXISTING SLOPE PAVING 6 LEGEND w CONCRETE PAVERS TO MATCH ACTUAL SLOPE 12 6 VERIFY LOCATION IN FIELD V) FIELD CONDITION. I . INSTALL CONCRETE HEADER PER DETAIL � � _ ao 8 SHEET PL - ! AT THE TOP OF SLOPE PER '. w a 5. CONTRACTOR SHALL SUBMIT SHOP = = SHEET P 7 AND P - 8, TYP. DRAWINGS OF CONCRETE PAVER +° 7 +� PATTERN FOR w REVIEW AND APPROVAL OF RESIDENT g 2. CUT THE CONCRETE PAVERS TO FIT THE a ENGINEER AND LANDSCAPE ARCHITECT PRIOR 8 ANGLE CREATED BY THE CONCRETE HEADER, TO CONSTRUCTION. 11 TYP. 9 3. CONCRETE PAVERS TO ADJOIN FLUSH 12 CONCRETE SLOPE PAVING UNDER BRIDGE. 4. INSTALL CONCRETE PAVERS AGAINST � o a w ±14 BOTTOM OF SLOPE +Iq CONCRETE PAVING UNDER BRIDGE, TYP. -1 z uj11 C)— 6. CONTRACTOR SHALL SUBMIT FULL SIZE 13 J w 13 5. PROVIDE AND INSTALL 100 mm BY 200 Q w = CONCRETE PAVER SAMPLES OF ALL COLORS mm BY 60 mm CONCRETE PAVERS, STANDARD um C) FOR REVIEW AND APPROVAL OF RESIDENT I COLOR ' BROWN ' . ENGINEER AND LANDSCAPE ARCHITECT PRIOR ELEVATION FACING NORTH TO CONSTRUCTION. 6. PROVIDE AND INSTALL 100 mm BY 200 2 mm BY 60 mm CONCRETE PAVERS, STANDARD g COLOR ' CREAM' . 10 7. PROVIDE AND INSTALL 100 mm BY 200 mm BY 60 mm CONCRETE PAVERS, STANDARD V) 5 10 3 COLOR ' RED ' . w 6 4 8. PROVIDE AND INSTALL 100 mm BY 200 0 2 mm BY 60 mm CONCRETE PAVERS, CUSTOM z COLOR ' GREY ' . E c V) -- - - 5 1 8 9. CUT THE PAVERS ALONG THE ENTIRE o _ - LENGTH OF THE TOE OF SLOPE PER DETAIL 0 3 7 SHEET PL - I , TYP. 8 N -2 ±2 10. INSTALL CONCRETE HEADER PER DETAIL Q TOP OF SLOPE —►{ 5 SHEET PL - I PERPENDICULAR TO THE SLOPE PER SHEET P- 7 AND P- 8 , TYP. v 8 6 11 . INSTALL CONCRETE HEADER PER DETAIL z SHEET PL - 1 AT THE TOE OF SLOPE PER o � . . . . RAM ENLARGEMENT DETAIL 5 8 SHEET P-7 AND P -8. Q °O EXISTING SLOPE PAVING 12. EXPANSION JOINTS EVENLY SPACED AT o SCALES 150 = 9 ±3 m 0. C. AND CHANGES IN D I RECT I ON. 0 0 +, 6 VERIFY LOCATION IN FIELD x a z °O 13. REFER TO RAM ENLARGEMENT DETAIL 7 +I II FOR NUMBER OF COURSES AND CONCRETE F_ 00 o ,� 12 PAVERS. ./ 0 8 a z 12 � w o 9 L W -r Lr.i - - ------} ±19 II BOTTOM OF SLOPE ±19 Q A L L DIMENSIONS ARE INP `�:�c .�o�� �E-agrMtNT o z 13 13 - METERS UNLESS OTHERWISE ofADESERT r 3 L - 94 Q ELEVATION FACING SOUTH N WASHINGTON AVENUE INTERCHANGE X CONSTRUCTION DETAILS w O Q p � N N SCALE .- I ° OOC - 2 V ENCROACHMENT PERMIT NO. 08 -- 03 - N - LF - 0321 FOR REDUCED PLANS 0 20 40 60 80 CU XXXXX EA XXXXXX ORIGINAL SCALE IN MILLIMETERS I i l i l ► l i l / O G Z DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEETS 8 R i v 10 7 1 . 0/72. 6 14 24 0 e tric �� �° 0,r,DSC,� RE STERED LANDS APE ARCHITECT O F x 0 W PLANS APPROVAL DATE SIMAnW SEP. 30, 2004 COUNTY OF RIVERSIDE s� "` °" tiP 3 4080 LEMON STREET q DATE RIVERSIDE, CA 92502 OF CA�iF° RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 The State of California or its offloers or agents shall not be responsible for the accuracy or completeness of electronic copies of thrs plan sheet. w > o w r w I ABBREVIATION > M EP EDGE OF PAVEMENT w Q � o x w ETW EDGE OF TRAVELED WAY Q � , o �- E P PAP w m �, = o 0 . Q w o R/W z w S� ETW ETW JV) w . Qw = EP_ R/W t x x x x x x x _ �—EP ETWx x x x x x w v� x Lo c a w 0 (/) BOUND 1 - 1 0 '-d WESTBLn OUND z o O U c Q 0 m / c EASTBOUND 1 - 10 3 i O � Z > O o � / Q o � / O x a °v R/W � z / Q N O tI O a Z LLJ Q � O � NOTE: Q 1 . IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY - o z SHALL BE INSTALLED IN ACCORDANCE WITH THE r - o PROVISIONS IN SECTION 20- 5 ' IRRIGATION SYSTEMS ' OF ALL DIMENSIONS ARE IN THE CURRENT CALTRANS SPECIFICATIONS. METERS UNLESS OTHERWISE SHOWN 2. ALL IRRIGATION COMPONENTS GRAPHICALLY SHOWNAVENUE INTERCHANGE M MONTEREY OUTSIDE OF THE R/W ARE NOT DRAWN TO SCALE AND ARE x o ACTUALLY LOCATED WITHIN THE CALTRANS R/W EXCEPT IRRIGATION PLAN w FOR WATER METERS. Ih N FOR COMPLETE R/W AND ACCURATE ACCESS DATA, ' o SEE R/W RECORD MAPS AT CALTRANS DISTRICT 8 OFFICE. THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY# ,�., , I!:-, �����°..0... SCALE . 1 . 500 V ENCROACHMENT PERMIT NO. 08 -- 03 - N - LF - 0321 N FOR REDUCED PLANS 0 20 40 60 80 CU XXXXX EA XXXXXX ORIGINAL SCALE IN MILLIMETERS 1 1 I I I I 1 1 1 G1 Z 0 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEETS NOTE: 8 R i v 10 7 1 . 0/72. 6 15 24 I . IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE WITH THE N PROVISIONS IN SECTION 20-5 ' IRRIGATION SYSTEMS ' OF et�iC �pr,Dscq,o THE CURRENT CALTRANS SPECIFICATIONS. *RSTERED LANDSCAPE ARCHI ECT O F c x 2. ALL IRRIGATION COMPONENTS GRAPHICALLY SHOWN OUTSIDE OF THE R/W ARE NOT DRAWN TO SCALE AND ARE ABBREVIATION ACTUALLY LOCATED WITHIN THE CALTRANS R/W EXCEPT PLANS APPROVAL DATE S16NATllE PJ FOR WATER METERS. EP COUNTY OF RIVERSIDE ,�� sEP. 30JA P M GV GATE VALVE q 3 4080 LEMON STREET DAW `���`' —ETW _ _.. _.._ - EP EDGE OF PAVEMENT RIVERSIDE, CA 92502 ca -- VJ �� Lo RBF CONSULTING _ . ETW EDGE OF TRAVELED WAY w._..- 14725 ALTON PARKWAY I RV I NE, CA 92618 p`R Y E Q The State of California or Its offloers or agents shall not be responsible M -- for the accuracy or completeness of electronic ooAles of His plan sheet. w R/W`" EP o w ETW w t > I- U w <r �--- Ir o - Q x w a° EXISTING 200 mm IRRIGATION CROSSOVER FIELD VERIFY EXACT a R/W o LOCATION AND TYPE. p A o co m w aw o z w 25 -C-9-52 Y U — C) — /E I U*) w 25-C- 8 - 5 I <c w z r 50 w. �- rp x R/W - 50 ,- x -r " - 50 G V x x P o -x T--ACE LLJ z x _ x } _ --- to _. .. Ld a 50 50 G X a W x ._.�- r . Z -.___ - w. 2 5 -C-7 - 8 0 w Y Q - - - — L ETW 25 C 6 52 3 i -- --- o w EP U > z __._._ EST gpUND _ p o _ W ~a o � J z � o U x a v� � z Q N uNp � p o � - 0 0 EA,STBO a z Q ETW EP L EASTBOUND OFF RAMP F 1 Q t � R/W al�_i� � ... L= — • = v I p,j a C:> ALL DIMENSIONS ARE IN N J METERS UNLESS OTHERWISE SHOWN Q N MONTEREY AVENUE INTERCHANGE rM N x _ w IRRIGATION PLAN _ 934 L FOR COMPLETE R/W AND ACCURATE ACCESS DATA,SEE R/W RECORD MAPS AT CALTRANS DISTRICT 8 OFFICE. °A SCALES I a 500 1 - 2 V ENCROACHMENT PERMIT NO. 08 - 03 - N - LF - 032 1 THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY . FOR REDUCED PLANS 0 20 40 60 80 CU XXXXX EA XXXXXX ORIGINAL SCALE IN MILLIMETERS I I I I I I 1 I 1 O G Z KILOMETER POST SHEET TOTAL 3 WATER PRESSURE CALCULATIONS DOMESTIC WATER P . 0. C . INFORMATION DIST COUNTY ROUTE TOTAL PROJECT NO. SHEETS 0 WATER METER SIZE 40 mm 8 Riv 10 71 . 0/72. 6CD 16 24 COACHELLA VALLEY WATER DISTRICT _ WATER METER ELEVATION 66. 7 m P. O. BOX 1058 STATIC PRESSURE ( KPa) 738 COACHELLA, CA 92236 et�1C3 ��DSc�F R ISTERED LANDSCAPE ARCHITECT O REMOTE CONTROL VALVE# C- 1 5 REMOTE CONTROL VALVE SIZE 25 mm P° H° 760-398- 265 I ����. '""� 44- f x RCV DEMAND ( L/min° ) 69 TOTAL DEMAND ( L/min° ) 69 WATER METER SIZES 40 mm � RCV ELEVATION 67 m STATIC PRESSURE AT RCV N/A WATER SOURCE: DOMESTIC WATER w SIZE DESCRIPTION KPa LOSS PLANS APPROVAL DATE S n W STATIC PRESSURE: 738 KPa ( 1 07 PSI ) SEP. so. 2004 40 mm SERVICE L I NE 1 3. 4 KPa 475 KPa (68° 9 PSI ) 408000UNTLEMONY OF RSTREETDE `t>,� DATEDA� tiP n DESIGN PRESSURES q 40 mm WATER METER 2 4. 1 KPa of CA��F° I MAX. FLOW RATES 69 L/min° RIVERSIDE, CA 92502 40 mm BACKFLOW PREVENTER 3 82. 7 KPa 65 mm GATE VALVES 4 27 ° 6 KPa RBF CONSULTING 14725 ALTON PARKWAY 50 mm MASTER CONTROL VALVE 5 10. 3 KPa ABBREVIATION I RV I NE, CA 92618 ,r 65 mm 754 m OF MAINLINE 6 20° 7 KPa -- The State � California or Its officers or agents shall rat be responsible 25 mm REMOTE CONTROL VALVE 7 1 7° 2 KPa , °.. G V GATE VALVE for the accuracy or completeness of electroMc copies of tNs plan sheet. o X 10% LATERAL LINE LOSS 8 20° 7 KPa s: < = f ,^ 10% FITTING LOSS 9 Lu 1 8° 6 KPa BPA BACKFLOW PREVENTER ASSEMBLY m � 6° 4 m ELEVATION CHANGE (POC TO HIGHEST HEAD) 10 62° 7 KPa > s QCV QUICK COUPLING VALVE <, ht w °° �O TOTAL SYSTEM PRESSURE LOSS ( SUM OF # 1 THRU # 10 ) 11 268 KPa cn "� ' PRESSURE REQUIRED AT DEAD 12 207 KPa PRS PRESSURE REDUCING VALVE w a -' � TOTAL PRESSURE REQUIRED ( SUM OF # II AND # I2 ) I3 475 RCVM REMOTE CONTROL VALVE (MASTER ) "� STATIC WATER PRESSURE ( FROM ABOVE ) 14 738 KPa X WM WATER METER a4 RESIDUAL PRESSURE ( SUBTRACT # 13 FROM # 14 ) I5 263 KPa Q SET PRV AT ( # 13 PLUS 70 KPa) 16 545 KPa o �� ��` � � ���. KPa K I LOPASCAL ; LLJ co Q w Q ` _1 z W ; z U U Ld 0 U a ' < t 1 F t n 7 t R/W F_ x , , v S X m - _ W < , r � VARNER R o y D z 0 :- E T W R/W = w 5 EP 65 w__- __M_ __. __ _ ,;i ___ .__ ._.� _. ____. ._„---- E T W _ n _ Z ETW ' o , R R ._ ° 40 DOMESTIC _�. WM A < ^ w� o R/W ` 4 c 4 '— > 25 QCV o --- 4 0 B`P A ,— ETW - 50 RCVM NEW 40mm WATER METER w Z Q o N EPA - _ 40 PRV FOR EXACT LOCATION OF IRRIGATION SERVICE LINE REFER TO COACHELLA VALLEY WATER DISTRICT 0 0- _ ( SET PER PRESSURE VARNER RD. MONTEREY AVE. WATER MAIN RELOCATION PLAN " z CALCULATION CHART ) ^� �� ` �-���� SHEET 3° PERMIT NO. 21274. AS-BUILT DATED 8-27-96 T 7 « t A O LL. 'y E O 0 1 -- R Q , L �Dv'ED I a LLJ ^< c.) I NOTE: Q d ` �' 1 . IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY I P IJ �� SHALL BE INSTALLED IN ACCORDANCE WITH THE Q 6 P PROVISIONS IN SECTION 20- 5 ' IRRIGATION SYSTEMS ' OF ALL DIMENSIONS ARE IN THE CURRENT CALTRANS SPECIFICATIONS. METERS UNLESS OTHERWISE SHOWN Q 5 6 "' 2. ALL IRRIGATION COMPONENTS GRAPHICALLY SHOWN " `� x OUTSIDE OF THE R/W ARE NOT DRAWN TO SCALE AND ARE MONTEREY AVENUE INTERCHANGE o MATCH LINE STA SEE 1 - 2 � ACTUALLY LOCATED WITHIN THE CALTRANS R/W EXCEPT IRRIGATION PLANqJA4 � �FOR WATER METERS° O Q oLn ,— FOR COMPLETE R/W AND ACCURATE ACCESS DATA, , �P SCALE : 1 0 500 N V - - _ IRRIGATION 1 - 3 ENCROACHMENT PERMIT NO. 08 ,- 03 N LF 032 1 SEE R/W RECORD MAPS AT CALTRANS DISTRICT 8 OFFICE. THIS PLAN ACCURATE FOR WORK ONLY. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I ( I I CU XXXXX EA XXXXXX i O Z O DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEETS 8 R i v 10 7 1 . 0/72. 6 17 24 z • p,NDSCgpF etr,C R I STERED LANDSCAPE ARCHITECT �,O ,� X - - EXIST. 200 mm IRRIGATION CROSSOVER � �.+�"DM 25 -C 152 FIELD VERIFY EXACT LOCATION AND TYPE. m 25 -C-2 -52 x x X L PLANS APPROVAL DATE P.1 . • SE 30 2004 \ --x- X-- ---- COUNTY OF RIVERSIDE s� tiP 4080 LEMON STREET q GATE .... I - RIVERSIDE, CA 92502 of ca�I I_ RBF CONSULTING r - n � �- �.� _� 14725 ALTON PARKWAY \� X 6V 4 _ _ s 5 5 _ _ -- ._. v X_ - _�. . _r _ _ ,... ; , The ate of Collfornio or Its offloers or agents shall not be responsible for the owuracy or complete c coples s plan t ' OFF F RAMP E _ w C m - WESTBOUND _ _ RAIL ABBREVIATION > GUARD A y _ U R o 3r 6 3 w - _6 � . 5 W ((yy � ^- rr <-aS° r 6 GV EP f f L - - 5 5 5 ETW GV - w �� ��� � ��� �^; ^ � _ __.� __. GATE VALVE c 5 > I- 5 w Q - - 5 EP EDGE OF PAVEMENT x w 50 ,' 5 . . 5 5 ETW EDGE OF TRAVELED WAY o ; _�-- _ - _ _ - I C C IN _ � IRRIGATION CONTROLLER 5 ; 5 'w. 5 - - - - .- } ,. .� CONTROLLER ENCLOSURE _------ - - _- 6 - --__ -- - - - _ C A B I N E T 5 __- _ ___ LLI m _ __ __ , 6 Ep o i ( 1 ) 20 STA. - 1 6 STA. USED Lu �_—-- N — -- c� �- - _� - - ---- -- 5 GV ___ _ - - - __ = CONTROLLERIENT IN INN ENCLOSURE N v - w - - - , , - I CC C� - --25- - 4 -62 ___ _._ ____ - ___.__-__ ____. _ _ ___� - : - - SEE SHEET SD- 2 FOR DETAIL z _ _ -. - _ -- - - a - - -_ - -- _ ----- o Lit __ .. EXIST _ --- _ t�.l — — — _--------- r ,6GV __ �__ R - __ _ ____ -_- € AST - f 0 0_ _._ R D- A-1 r y _ EP .6.5 -- - - _ i y- _ .. � 2 5 C 1 5__ -6-9r E�( ==fi�-R I-GAT I Ohl._-C-R�OS-�O-V ER- __ _ - _ .. _ cn -- - :� _ -- ui - ._ - - = = - C ,- _ _ -_�--1-_6_-_4 0 - -- ---_ F I_EL D V-E--R-t FY EXACT -L0C*T�i-ON, TYPE AND SIZE __ �5 �6 _ _ - = w - _ ;; PR 10_R- TO---CON-TR-U-CT I ON Z _�./ 1_NSTALL-^-_N€�: 65+�m GSP AND SOmm SCC w u)Ld _ ___._ 65 G V ` __ -- 50 GV o U 6�5 G V z ---- 25 -� -�i-�"-45�� , z _6.5_- U 50 GV� '�` �' _ � 65 QGV--- _ Q E P i_ ETW 65 5 50GV--/ 65GV 5 5 5 5 ON R p,M� 5 BOUN 5 E Aco ST v 00 5 5 5 8 8, O > O �- Ex I sT EASTBOUND OFF DAMP - 8 8 I z Q GUARD RAIL ^ O i ` X V) 8 ,s • U Z 1 / Q i R/W R/W EXIST. 200 mm IRRIGATION o CROSSOVER FIELD VERIFY EXACT s LOCATION AND TYPE f- w / � 1 CL IRRIGATION CONTROLLER RUN TIMES ( IRRIGATION CONTROLLER: ' C ' ) ry£ Q PLANT TYPE/ SPRINKLER TYPE ETO AKC PR RATE IE RUN TIME QUANTITY RUN TIME ( HOURS )NOTES .., -. -• �-•• o z 1 . IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY DAYS PER WEEK: 6 SHALL BE INSTALLED IN ACCORDANCE WITH THE GROUND COVER: SPRAY HEADS 10. 6 0. 40 1 . 74 0. 70 0. 1 4 6 0. 8 I aCD PROVISIONS IN SECTION 20- 5 ' IRRIGATION SYSTEMS ' OF ALL DIMENSIONS ARE I,N - — o J THE CURRENT CALTRANS SPECIFICATIONS. TREES / SHEUBS� j Q METERS UNLESS OTHERWISE Jr1OWN 2. ALL IRRIGATION COMPONENTS GRAPHICALLY SHOWN BUBBLER HEADS 10. 6 0. 80 3. 00 0. 90 0. 12 10 1 . 22 X OUTSIDE OF THE R/W ARE NOT DRAWN TO SCALE AND ARE MONTEREY AVENUE INTERCHANGE CYCLES PER DAY : I TOTAL NUMBER OF STATIONS: 16 M '- FORUWATERLMETERDoWITHIN THE CALTRANS R/W EXCEPT TOTAL RUN TIME IN HOURS: 2. 03 IRRIGATION PLAN 934 O F N N FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SCALE : Ia500 1 - 4 j ENCROACHMENT PERMIT NO. 08 - 03 - N - LF - 032 1 SEE R/W RECORD MAPS AT CALTRANS D I STR I CT 8 OFF I CE. = THIS PLAN ACCURATE FOR PLANTING WORK ONLY. r . ilk FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS ( I I I I I CU XXXXX EA XXXXXX i O G7 Z C 3 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL ABBREVIATION TOTAL PROJECT NO. SHEETS 8 R 1 v 10 7 1 . 0/72. 6 18 24 EP EDGE OF PAVEMENT 3 Z ETW EDGE OF TRAVELED WAY ' trj '' RPUISTERED LANDSCAPE ARCHITECT ��O ARD CF X BOS BOTTOM OF SLOPE rz CT U � N 0 w TOS TOP OF SLOPE M - . PLANS APPROVAL DATE siau►TURE SEP. 30. 2004 f Roa-m DATE Ln COUNTY OF RIVERSIDE �q DATE 3 4080 LEMON STREET RIVERSIDE, CA 92502 EP RBF CONSULTING _ R/W IRV2NEALCON926R8WAY _. .. �_,- �..� The State of Co/ifornlo or Its officers or agents shrll nor be responslb/e ETW for the accuracy or completeness of electronic coples of Ws plan sheer. w IL NOTE: m _ w o 1 . IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY w SHALL BE INSTALLED IN ACCORDANCE WITH THE w r ��- PROVISIONS IN SECTION 20 5 IRRIGATION ' OF > I— b,. _._.�w_. __. - �- _ ^, �- �- THE CURRENT CALTRAN . w w 2. ALL IRRIGATION COMPONENTS GRAPHICALLY SHOWN x OUTSIDE OF THE R/W ARE NOT DRAWN TO SCALE AND ARE Q -_- WITHIN THE CALTRANS R/W EXCEPT _ R/W _e ACTUALLY LOCATED i FOR WATER METERS. VAR � R Lli a w _.0 a� r.. m. Z w _ a F _. q C) — .a w - ` ,y � 1 R s ?.y q n - r t -. 'Y �" '" � zz _ 4 . _X WE '� fits N ° 5 . - ..... ..,,a.,�LL r n # � B0�� D V' � 0 R F F AMP I ETW _ _ Z ' ETW v, E WEST BOUND 1 - 10 ETW - E P 3 EXIST o Z ' EASTBOUND RAIL z w 1 _ 10 o � 0 o F- Q Q X Q cUn Q00 Q ti F— i o , 1 EASTBOUND ON RAMP EP 0 0 ETW75) a z00 a � L y L� t y4y . # i I1 ALL DIMENSIONS ARE IN Q � ! v Z L METERS UNLESS OTHERWISE SHOWN o a aLO I r MONTEREY AVENUE INTERCHANGE � Q a M IRRIGATION PLAN N _ o X w SCALE : 1 0 500rn I — 5 o Q N FOR COMPLETE R/W AND ACCURATE ACCESS DATA, N ENCROACHMENT PERMIT NO. 08 - 03 - N - L F - 03 2 1 SEE R/W RECORD MAPS AT CALTRANS DISTRICT 8 OFFICE. THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY. 934— FOR REDUCED PLANS 0 20 40 60 80 CU XXXXX EA XXXXXX ORIGINAL SCALE IN MILLIMETERS I I ( ► I ► I I ( j O t n Z KILOMETER POST SHEET TOTAL j WATER PRESSURE CALCULATIONS DOMESTIC WATER P . 0. C . INFORMATION DIST COUNTY ROUTE TOTAL PROJECT No. SHEETS WATER METER SIZE 25 mm 8 Riv 10 82. I /90. 5 19 24 COACHELLA VALLEY WATER DISTRICT WATER METER ELEVATION 36 m P. O. BOX 1058 STATIC PRESSURE ( KPa ) 620 COACHELLA, CA 92236 ptriCZ�m�OrAls ��DSC'�F # P. H. 760-398-265 I TERED LANDSCAPE ARCHITECT ��O �A� � ,� REMOTE CONTROL VALVE A- 16 REMOTE CONTROL VALVE SIZE 25 mm ,�� I �y ob RCV DEMAND ( L/min. ) 61 TOTAL DEMAND ( L/min. ) 61 WATER METER SIZE: 25 mm ~� � RCV ELEVATION 32 m STATIC PRESSURE AT RCV N/A ZD WATER SOURCE: DOMESTIC WATER SIZE DESCRIPTION KPa LOSS PLANS APPROVAL DATE icw►n,� �3TAT I C PRESSURES sEP. 30. zoo+ W 25 mm SERVICE LINE I 20. 0 KPa 620 KPa (90 PSI ) COUNTY OF RIVERSIDE s�q "° "` °_ tiP 25 mm WATER METER 2 9. 7 KPa DESIGN PRESSURE: 398 KPa (57. 7 PSI ) 4080 LEMON STREET 25 mm BACKFLOW PREVENTER 3 82. 7 KPa NIAX. FLOW RATE: 61 L/min. RIVERSIDE, CA 92502 °F ca��F° 50 mm GATE VALVES 4 13. 8 KPa RBF CONSULTING ' i 14725 ALTON PARKWAY 25 mm MASTER CONTROL VALVE 5 17. 3 KPa ', IRVINE, CA 92618 50 mm 535 m OF MAINLINE 6 27. 5 KPa ' The State of California or Its offloers or agents shall not be responsible 25 mm REMOTE CONTROL VALVE 7 1 7. 3 KPa _, -`', for the oocuracy or completeness of electronic cones of tNs plan sheet. 0 1 0% LATERAL LINE LOSS 8 20. 6 KPa �- cwn f 0% FITTING LOSS EXISTING 1 50mm WSP CONDUIT ;` m _ 9 20. 6 KPa WITH 50mm GSP AND 50mm SS ,4� �`' o w - 4 m ELEVATION CHANGE ( POC TO HIGHEST HEAD ) 10 - 38. 6 KPa EXIST. 25mm WM ABBREVIATION V TOTAL SYSTEM PRESSURE LOSS ( SUM OF # 1 THRU # 10 ) 11 191 KPa ;, + " VARNER RD . EXIST. 25mm BPA BPA BACKFLOW PREVENTER ASSEMBLY w PRESSURE REQUIRED AT HEAD 12 207 KPa p 'w a TOTAL PRESSURE REQUIRED ( SUM OF # I I AND # 12 ) 13 398 10+00 EXIST. 25mm RCVM GV GATE VALVE o' o ,t o RCVM REMOTE CONTROL VALVE (MASTER ) X w STATIC WATER PRESSURE ( FROM ABOVE ) I4 620 KPa - �' 9 k 25 PRV �- RESIDUAL PRESSURE ( SUBTRACT # 1 3 FROM # 1 4 ) 15 222 KPa -rr,. '° `9 _- � - _ ._ _-- - - -- fTR 4PE�RE ('A.i� - 1-ART� _._.r_ SCC SPRINKLER CONTROL CONDUIT o SET PRV AT ( # 13 PLUS 70 KPa) 16 468 KPa130!�,__-- GSP GALVANIZED STEEL PIPE �, - r r WM WATER METER W STEEL PIPE ET WSP WELDED R/W a K I LOPASCAL w m KP ao 0 0� EXIST. 25mm GV )h. - EDGE OF PAVEMENT ETW EDGE OF TRAVELED WAY _ EXIST. 50mm _j cn w ���"�� �' '" EP � ' �� 1, BOS BOTTOM OF SLOPE a w z = E X I S T. $Omm b ------------ C) o - .p f,; ----- -------------------- T 0 S T 0 P OF SLOPE 1 �. .- ' a. ETW _. EP v.,.. ..^. _. rm .------- _ E T W S 2 5mm G V _ _ � - - - - XI • w� _ - 25 A N r G r . v o 61-4 0 S ND > .... - . _ z _ - - o - _ 0 ------------- _ 16 _ -� _ i 4 LLJ __• -- 25-A- 1 - 2 4 .. _ - - 1 - EA'STBOON ETW Y 0 -- P _ � BOS - 5LLJ E a _- TOS - 16 OO . _ EASTBOUND OFF RAMP 00 _ z - 15 o - � ETW , EP _.w o � __.__ z OS 4 5. N O LL F-- ; a Z o � CL f— t - oc R/W - - LIJN._.__ ___ ...._-..__...,_. __._. . . NOTE: I . IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY Q SHALL BE INSTALLED IN ACCORDANCE WITH THE o z PROVISIONS IN SECTION 20- 5 IRRIGATION SYSTEMS OF L THE CURRENT CALTRANS SPECIF CATIONS. Q ALL DIMENSIONS ARE IN M 2. ALL IRRIGATION COMPONENTS GRAPHICALLY SHOWN METERS UNLESS OTHERWISE SHOWN "' Q OUTSIDE OF THE R/W ARE NOT DRAWN TO SCALE AND ARE ACTUALLY LOCATED WITHIN THE CALTRANS R/W EXCEPT WASHINGTON STREET INTERCHANGE I X = o FOR WATER METERS. w IRRIGATION PLAN - M 934 L O Q O E-- FOR COMPLETE R/W AND ACCURATE ACCESS DATA, , ,V) SCALES 500 1 - 6 ENCROACHMENT PERMIT NO. 08 - 03 - N - LF - 032 1 SEE R/W RECORD MAPS AT CALTRANS D I STR I CT 8 OFF I CE. THIS PLAN ACCURATE FOR I RR I GAT I ON WORK ONLY. FOR REDUCED PLANS 0 20 40 60 80 CU XXXXX EA XXXXXX ORIGINAL SCALE IN MILLIMETERS O G7 Z DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL CD IRRIGATION CONTROLLER RUN TIMES ( IRRIGATION CONTROLLER: ' A ' ) ABBREVIATION TOTAL PROJECT No. SHEETS 8 R 1 v 10 82. 1 /90. 5 20 24 PLANT TYPE/ SPRINKLER TYPE ETO AKC PR RATE IE RUN TIME QUANTITY RUN TIME ( HOURS ) GV GATE VALVE CD DAYS PER WEEKS 6 SCC SPRINKLER CONTROL CONDUIT e#ric 0SC,a°F GISTERED LANDSCAPE ARCHITECT O L x TREES / SHRUBS GSP GALVANIZED STEEL PIPE I �. ti BUBBLER HEADS 1 0. 6 0. 80 3. 00 0. 90 0. 1 2 20 2. 44 WSP WELDED STEEL PIPES fn ICC IRRIGATION CONTROLLER IN PLANS APPROVAL DATE staw►n� CYCLES PER DAY: I TOTAL NUMBER OF STATIONS: 20 CONTROLLER ENCLOSURE CABINET SEP. 30, 2004 TOTAL RUN TIME IN HOURS 2. 44 COUNTY OF RIVERSIDE s�q "`-atiP EP EDGE OF PAVEMENT 4080 LEMON STREETDAn 3 IRRIGATION CONTROLLER RUN TIMES ( IRRIGATION CONTROLLER: ' B ' ) ETW EDGE OF TRAVELED WAY RIVERSIDE, CA 92502 OF CpLZF� K BOS BOTTOM OF SLOPE RBF CONSULTING PLANT TYPE/ SPRINKLER TYPE ETO A C PR RATE IE RUN TIME QUANTITY RUN TIME ( HOURS ) 14725 ALTON PARKWAY DAYS PER WEEK.- 6 TOS TOP OF SLOPE IRVINE, CA 92618 GROUND COVER: SPRAY HEADS 1 0. 6 0. 40 1 . 74 0. 70 0. 1 4 4 0. 54 The State of California or Its officers or agents shall not be responsible for the occuracy or completeness of electronic copies of mis plan steel* TREES / SHRUBS: m V) BUBBLER HEADS 10. 6 0. 80 3. 00 0. 90 0. 12 20 2. 44 CYCLES PER DAY: I TOTAL NUMBER OF STATIONS: 24 ps r w TOTAL RUN TIME IN HOURS: 2. 98 lr- cr- F OS f. ~ x w Q 4 . r S t i r r � A e., r NOTE I . IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY y...~ SHALL BE INSTALLED IN ACCORDANCE WITH THE `~£ F IN, >- }- PROVISIONS IN SECTION 20- 5 ' IRRIGATION SYSTEMS ' OF o THE CURRENT CALTRANS SPECIFICATIONS. aw o w 1z p _. 2. ALL IRRIGATION COMPONENTS GRAPHICALLY SHOWN u — OUTSIDE OF THE R/W ARE NOT DRAWN TO SCALE AND ARE a W = ACTUALLY LOCATED WITHIN THE CALTRANS R/W EXCEPT PAN r o UFOR WATER METERS. O 8S - - - _ S w 25 A 20 29 M wr Ij _ x TOS �BOS o - . ~' ICC ' A ' ZkOp ,n `�_..e `` r ( I ) 28 STA. - 20 STA. USED OGV o \ .. ICC ' B ' z TING 200mm WSP CONDUIT `J=y ,pr f ( I ) 28 STA. - 24 STA. USED c� WITH 50mm GSP AND 50mm SCC t REPLACE EXISTING WIRES WITH REMOVE EXISTING 6 STATION CONTROLLER AND . .� REPLACE WITH NEW ( 2 ) 28 STATION AMBIENT w ~` LIGHT CONTROLLER IN ENCLOSURE N E W W I R E S _.. .,_. . k _ --- SEE SHEET SD- 2 FOR DETAIL O x 1,- ----------- N " � 25 -A- 3 - 4 A- 5 � .0 ! `o v� NCR f gp5 I -� 25 -A-8 -42 �Op � P� y EX j 3 IS f \ � f._ GUARD RAIL 25 -A- 7 - 51 CONTROL ACCESS o f 1 �EX I T. 25mm GV FENCE R/W o00 25 -A-6- 54 -49 r, 0 w,._ 1 ,i o x cn 1.►� N 1 r 1 �_ _. ._._ y ___ �-+ �( 11 , 50 G z v 50 CONTROL ACCESS x __-��...___X_..____ 50 GV a 1, 50 o � �� FENCE R/WEXIST. 50 y -� C - - ��_ _, .� . ET 1 - 9 ' khi - ------ - S H E r� _--- ------ - - ._ __ _ . ��_ ;; I ._ S E E L MA LINE -------- . d_.__ ti. Lu --- _ �._ _ ON R MP WESTBOUND EP �� 118 +00 EXISTING 8 Omm GSP AND " 50mm SCC ON BRIDGE - — --- 25-A-3- 40 25 -A- 4 - 28 - 25 REPLACE EXISTING WIRES ALL DIMENSIONS ARE IN _ WITH NEW WIRES Q - - --- - -ETW ME E SHOWN - _ ---- H _ _ , . + 1 � i , -_ _ _____ -- METERS UNLESS H O SHINGTONSTREET INTERCHANGE MATCH LINE - SEE SHEET I - s WA x = w IRRIGATION PLAN M O Q O F— IN, FOR COMPLETE R/W AND ACCURATE ACCESS DATA, � # SCALES 1500 I — 7 N V ENCROACHMENT PERMIT NO. 08 - 03 - N - LF - 032 1 SEE R/W RECORD MAPS AT CALTRANS DISTRICT 8 OFFICE. THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY. .: FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I 1 I I I I I CU XXXXX EA XXXXXX j DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEETS y 8 R i v 10 82 . I /90. 5 21 24 Ln ca 25 B-6 39 2 5_A_4_ 2 ; B— 1 3 G tl'%C EXISTING 80mm GSP AND I STERED LANDSCAPE ARCHITECT 0 ,� 50mm SCC ON BRIDGE 25 - B- 1 4 - 26 25 B 5 61 55 REPLACE EXISTING WIRESIlk N Aff 2 5 — B— 4 —6 1 - 55 WITH NEW WIRES 25 - B- 1 5-6 I -55 PLANS APPROVAL DATE 10 "tum SEP. 30. 2004 DAIT W 25 - B- 3 - 50- 45 25 -B- 16-50- 45 COUNTY OF RIVERSIDE s�q "` °" tiP 4080 LEMON STREET 3 OF CALZ 25-B- 2 - 50- 45 25- B- 17-61 - 55 RIVERSIDE, CA 92502 25 - B- 18-50- 45 RBF CONSULTING 25 -13- I - 50- 45 14725 ALTON PARKWAY MATCH LINE SEE SHEET I — 7 25 — B— 19-50-45 I RV I NE, CA 92618 7 0 o 18 0 0 ,i . The State of Collfornlo or Its offloers or agents shall not be responslble a i+ i I ' for the oocurocy or cmpleteness of electronic apples of this plan shed. _ ___._-__ _ _____ __ __-__ _ ___._ i I MATCH LINE o -- -- - - --- -- --- 1 9 00 - ` S 5 G V -- w - �. SHEET g m ETW 50 GV 50 o > �d �;� 1 50 - - - - ,� _______ w.-_-.._�_. _. __�__ ___,_m -_ _.._ <______._ _ EASTBOUND _ _�___.. w o' ._ __ . EA S - - o wW� B Np — 0 I�t i�� s T ... OU w = a --- 0 t A c1� t N o' o BOS " " _ _ x 50G r w � _t w oTO BOS _' � �__w .____w .r....._ __ _..� �_.ate_., I ' 50 GV 6 T0S w -- -------------- - --- p _ --- 6 EP ETW _ _ o m � � m EASTBOUND w -- OFF 5o G EP EX I ST EASTBOUND ON RAMP _ _.� TW-- -- F- o RAMP V 50 50GV GUARD RAIL ETW EP __ _ 18 00 50 GV w EP z w U � __- 20Omm WSP __ a._. _ _._. MLL EP 200mm WS cc 0 G V � Q w = 8 EX I T ' 5 6 GUARD RAIL 5 6 25 — B- 20- 39 6 z 25 - B- 7 - 42 0 25-B-21 -50-45 ------------------------------------ - -- -- - ----------------------- -' ------- 25 -B-22-61 - 55 �, 2 5-B- 8 - 5 0- 4 5 EXISTING 2 0 Omm WSP �'" --- ------------d - ------------_ ------------- x 1 -------------�----------- ----- --------- ---------------------------------------------------______ CONDUIT WITH 50mm 25 -B-23-50-45 25 - B-9- 50- 45 GSP AND 50mm SCC ON BRIDGE o m R/W ___ 25-B- 10-50- 45 REPLACE EXITING WIRES :WITH 25 - B- 24 -50-45 Z - -__... _......_. NEW WIRES M c V) 2 5 -B- 1 1 -5 0-45 _ 2 5— B— 12 — 5 0—4 5 _..___.__ R w ....... __ _. . , L , i SOUTHERN PACIFIC TRANSPORTATION CO u m z MP 4 / e..+ .._a._........ -......... .-.._,. �8 ............. ate.. .e YM x .. <.._...... fit, ...,. 3 > O 4 ...,, u_ .v w _ r _. . 6 •: d fey — _ W VPS c� F— t vABBREVIATION 'q (�- s w , . Of ' __ _. _ ; __. _"__ _.F.�_ _ _ _ GATE VALVE N �, oPlt '' SCC SPRINKLER CONTROL CONDUIT 1 WSP WELDED STEEL PIPE lit w i¢ EP EDGE OF PAVEMENT / r Nit } 3; ETW EDGE OF TRAVELED WAY o NOTES BOS BOTTOM OF SLOPEL� ► 1_, I . IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY TOS TOP OF SLOPE Q SHALL BE INSTALLED IN ACCORDANCE WITH THE L Z PROVISIONS IN SECTION 20- 5 ' IRRIGATION SYSTEMS ' OF THE CURRENT CALTRANS SPECIFICATIONS. Q o ALL DIMENSIONS ARE IN 2. ALL IRRIGATION COMPONENTS GRAPHICALLY SHOWN METERS UNLESS OTHERWISE SHOWN � OUTSIDE OF THE R/W ARE NOT DRAWN TO SCALE AND ARE WASHINGTON STREET INTERCHANGE „ ,� ACTUALLY LOCATED WITHIN THE CALTRANS R/W EXCEPT x - FOR WATER METERS. IRRIGATION PLAN w M F— 954 0 Q 0 F— . � � 1 _ g w FOR COMPLETE R/W AND ACCURATE ACCESS DATA, . k SCALES I � 500 cli ENCROACHMENT PERMIT NO. 08 - 03 - N - LF - 032 1 SEE R/W RECORD MAPS AT CALTRANS DISTRICT 8 OFF I CE. THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY. FOR REDUCED PLANS 0 20 40 60 80 CU XXXXX EA XXXXXX ORIGINAL SCALE IN MILLIMETERS O G Z DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEETS 01 �, 8 R i v 10 82 . I /90. 5 22 24 n ABBREVIATION GV GATE VALVE etric -� -/� �Dsc ISTERED LANDSCAPE ARCHITECT O � WSP WELDED STEEL PIPE ��`�' ���`ti X EP EDGE OF PAVEMENT _ w -_-_----------------- --- --- PLANS APPROVAL DATE s cw► ETW EDGE OF TRAVELED WAY ,° _ - .��� ``~� s - SEP. 30. 2004 . , - COUNTY OF RIVERSIDE _ P n si .,._.. r ` •4 Z 3 4080 LEMON STREETDATE - RIVERSIDE, CA 92502 of Ca�� ; e RBF CONSULTING k 14725 ALTON PARKWAY ` I RV I NE, CA 92618 � 3 The State of Co/lfornio or Its officers or agents sholl not be responslble for the accuracy or completeness of electronic ooples of this plan sheet. NOTE: m 1 . IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY WATER CALCULATION CHART o w SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS IN SECTION 20- 5 ' IRRIGATION SYSTEMS ' OF A MAXIMUM WATER ALLOWANCE V) THE CURRENT CALTRANS SPECIFICATIONS. w x ZONE NO. ETO WATER ADJ. TOTAL CONVERSION FACTORS TOTAL X w FACTOR SQ. FT. 0. 62 748 MWA a 2. ALL IRRIGATION COMPONENTS GRAPHICALLY SHOWN OUTSIDE OF THE R/W ARE NOT DRAWN TO SCALE AND ARE 1 71 . 08 0. 5 0 0. 62 748 0 ACTUALLY LOCATED WITHIN THE CALTRANS R/W EXCEPTt , 2 74. 60 0. 5 0 0. 62 748 0 Q FOR WATER METERS. 3 88 0. 5 0 0. 62 748 0 i 4 89. 72 0. 5 95465 0. 62 748 3549. 72 150 mm WSP SQUARE FOOTAGE CALCULATIONS o Co Co 25 -A- 19-61 -55 _ � � N w w oC25 -A- 18 -61 - 55 ` TOTAL PLANT SQUARE FOOT 95465 a z w - TOTAL NUMBER OF PLANTS 2576 Fl U 25 -A- 17 -57 - 52 J V) W '` o U L25 -A- 16-61 - 55 NUMBER OF PLANTS BY WATER USE % OF TOTAL LANDSCAPE SQUARE FOOTAGE t LOW 2217 0. 861 82160. 677 C25 -A- 15 -61 -55 �y �� �: � LOW/ MOD 0 0 0 fn MOD 0 0 0 MOD/ HI TREE 0 0 0 Q. - 55 �' O ;5� ; A LOW TREES 359 0. 139 13304 . 323 _ LOW/ MOD TREES 0 0 0 _ . G MOD TREES 0 0 0 x - L25 -A- 12 -61 -55 HIGH TREES 0 0 0 w L25-A- 11 -48 -44 ' O ' f ', > J � 116 '� PLANT/ IRRIGATION SYSTEM TYPE: ZONE IRR. EFF . AREA SEASONAL PLANT FACTOR -, . (25 -A- 10-47 -43 k SPRAY/BUB 4 0. 75 95465 1 LOW z C25-A-9-5I - 46 �w , fix. SEASON ZONAL ETO PLANT AREA CONVERSION FACTOR ESTIMATED VALUE FACTOR SQ. FT. 0. 62 748 I RR. EFF. WATER USE CA w � 4 } y `° �y� R/W SPRING 1 8. 99 0. 22 95465 0. 62 748 0. 75 440. 78 0C25 -A-8 -53 - 41��l �� o SUMMER 54. 87 0. 33 95465 0. 62 748 0. 75 1910. 39 50GV FALL/WINTER 1 5. 86 0. 24 95465 0. 62 748 0. 75 401 . 59 TOTAL 2752. 76 200 mm WSP 3 50 -` ' ` ,. TOTAL ESTIMATED WATER USE 2752 . 76 C m CH LINE - SEE SHEET 1 - 7 o MAT �.. -� ' s` 4` MAXIMUM WATER ALLOWANCE 3549 . 72 o M. ETW EP X V) U z N __._ �Q a z w Lij ....:.,... v CL - _ STBOUND -_ ATCH L I - E _ SHEET 8 NE - ry _a. y r c +00 _ o ETW - - ALL DIMENSIONS ARE IN - � METERS UNLESS OTHERWISE SHOWN J o x - � 21 +00 _ 4, WASHINGTON STREET INTERCHANGE _ _ IRRIGATION PLAN - w 934 L O Q O F•- Ln FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SCALE.- 1a500 1 - 9 V ENCROACHMENT PERMIT NO. 08 - 03 - N - LF - 032 1 SEE R/W RECORD MAPS AT CALTRANS D I STR I CT 8 OFF I CE. THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY. FOR REDUCED PLANS 0 20 40 60 80 ("''` CU XXXXX EA XXXXXX ORIGINAL SCALE IN MILLIMETERS I ( I I I I \ n D O O O DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEETS 8 R i v 10 7 I . 0/72. 6 23 24 SPRINKLER SCHEDULE e tric - F DSCgp I STERED LANDSCAPE ARCH I ECT Qt�O HARD : PLUS / MINUS 5% (2� O RISER 'n N CD CL DISCHARGE MATERIAL Z PLANS APPROVAL DATE SEPS 30. 2004 -- E W J COUNTY OF RIVERSIDE J� " °.'� tiQ 3 Q� a- N w E E Z w w E E o 4080 LEMON STREET 9 DA N �. w o ,- X E z � > o E E a w RIVERSIDE, CA 92502 OF cA�Z � w w Z Ld o _ cn o UJ� Z N N o R B F CONSULTING Fw- =, o `" c = -C Z E w w w U O Z o �' w w `" o 14725 ALTON PARKWAY DESCRIPTION a _ U W W \ o✓ •E UJ \ W � cN-n ~ z J N a `' _ o .,~ W ~ � REM I RV I NE, CA 92618 O W -J W \ W J Z J W Z J -J w W W Z a- z 0 Cr w W J O � W C) -� � W L) N N— o 5 W REMARKS _J F- Q Z X F- Q W J U > W U N U Z a-J J N J O a N N N N N w cr: J z a N z o Z v J J Y The State of California or Its officers or agents shall not be responsible CIO W a rr o cn _ w N F- - �- Y = a W to > =g o W Z for the accuracy or completeness of electronic coo/es tNs plan sheet. 0 � 0- � W J w W W W p F_ F— N W N C.? W F— Q_ Q _1 W U Z W cr_f z Q O - Z O O >- _ /) a. ZW N F— N IL pY W J J J s :2 Z Z Z 9 a- Q m O 0 Q F— CL O N to Cr V) m - O C-2 FLOOD BUBBLER 207 X 0.02 I.i PL 15 — — — — IV X — 15 300 I _ _ W/PCS SCREEN W ONE HEAD PER SHRUB W TYPICAL RCV LOCATION to TWO HEADS PER TREE - W W/CHECK VALVE IN > I— W Q RISER A-5 GEAR DRIVEN P 207 6.4 7.6 PL 15 — — — X I X — 15 300 I X x W I m ^ Q 0 A-5 GEAR DRIVEN F 207 6.4 7.6 PL 15 — — — X I X — 15 300 1 X o — © A-6 GEAR DRIVEN P 207 6.4 7.6 PL 15 — — — X — — — — — I — — 300mm POP-UP AC PULLOUT EP o m >- A-8 GEAR DRIVEN P 275 11.4 12.2 PL 15 — — — X — — — — — 1 — — 300mm POP-UP W m QUJ o RCV/MVP DETAIL J z W X IN BOX DENOTES REQU I REMENT ABBREVIATIONS U �, w APPLICABLE WHEN CIRCLED BELOW : ADJ adjustable L/h liters per hour { aW a- B/B _brass/bronze L/min liters per minute U o U B/B/PL -brass/bronze/plastic L/s liters per second - See Special Provisions. B/PL brass/plastic m meters If a pressure compensating device is specified, CST center strip mm millimeters RCV SIZE the discharge and radii shown reflect its use. DN diameter nominal NPT national pipe thread EST end strip P part circle IRRIGATION CONTROLLER 3 - Arc Stop shall be fitted with a nut and bolt. F full circle PL plastic CONTROLLER STATION NUMBER 4 - Vinyl-coated cast iron housing. F/P full/part circle Q quarter circle L/min. H half circle SST side strip = t� - Swing joints required adjacent to shoulders, IPS iron pipe size T third circle , X_ kPa kilopascal TO three quarter circle curbs, sidewalks, and dikes QUANTITY OF SPRINKLERS (WHEN SHOWN) � 6 - Unless otherwise shown on plans. L length of coverage TT two thirds circle 25 -A-5-97 - 88 w W width of coverage > o Z _2_5_-_A__-_3_-_4_ NEW STATION NUMBER PIPE SIZING CHART ( PR 200 ) ( LATERAL LINE ) o NOTES: EXISTING RCV i I. A CHECK VALVE SHOULD BE PROVIDED AND LOCATED IN THE TYPE A-5 AND A-6 SPRINKLER (POP-UP AND PARTIAL SPRAY ROTOR) RISER AT A POINT JUST BELOW GRADE FOR EACH C-2 SPRINKLER. VALVE CODE N 2. IRRIGATION MAIN LINES SHALL BE PR 315 AND LATERAL LINES REMOTE CONTROL VALVE 35mm 40mm 50mm SHALL BE PR 200. 60 L/min-113 L/min 113 L/min-170 L/min 170 L/min-265 L/min 3. REMOTE CONTROL VALVES SHALL HAVE A MICRO-POWER SOLENOID z 0-18 HEADS 19-27 HEADS 28-41 HEADS ACTUATOR SPECIFIED BY AMBIENT LIGHT CONTROLLER MANUFACTURER o � TO BE COMPATIBLE WITH CONTROLLER. Q 4. MASTER VALVE SHALL BE SPECIFIED BY AMBIENT LIGHT CONTROLLER MANUFACTURER TO BE COMPATIBLE WITH CONTROLLER. o x TYPE A-8 SPRINKLER (POP-UP AND PARTIAL SPRAY ROTOR) a Q 5. CONTROL WIRE FOR AMBIENT LIGHT CONTROLLER SHALL BE NFPA 70 COPPER CONDUCTOR, 1.8 mm IRRIGATION WIRE, TYPE UFF- , SHALL BE USED 32mm 40mm 50mm FOR STATION WIRE WITH RUNS UP TO 454 m. NFPA 70 COPPER 0 8 8 CONDUCTOR 1.6 mm IRRIGATION WIRE, TYPE UF, SHALL BE USED FOR 0 60 L/min-113 L/min 113 L/min-170 L/min 170 L/min-265 L/min STATION WIRE WITH RUNS UP TO 727 m. a z 0-10 HEADS II-15 HEADS 16-23 HEADS w 6. UNLESS OTHERWISE NOTED, CONTRACTOR SHALL PROTECT IN PLACE Q EXISTING IRRIGATION SYSTEM AT WASHINGTON STREET INTERCHANGE. L w TYPE C-2 SPRINKLER (FLOOD BUBBLER) 32mm 40mm 50mm o z 60 L/min-113 L/min 113 L/min-170 L/min 170 L/min-265 L/min =; - r o 0-103 HEADS 104-155 HEADS 156-240 HEADS ALL DIMENSIONS ARE IN M Q METERS UNLESS OTHERWISE SHOWN X = SPRINKLER SCHEDULE M F— O Q C\1 O F— IN, N V _ _ _ SD - 1 n 934 - ENCROACHMENT PERMIT NO. 08 -� 03 N LF 032 I FOR REDUCED PLANS 0 20 40 60 80 CU XXXXX EA XXXXXX ORIGINAL SCALE IN MILLIMETERS i " n 0 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEETS 457 305 8 R i v 10 82, I /90. 5 24 24 , 406 254 SC ru G G etric I STERED LANDSCAPE ARCHITECT �O AR F - -------------- B R PLANS APPROVAL DATE sr SEP. 30. 2004 � COUNTY OF RIVERSIDE =o �P C © 4080 LEMON STREET q� oFA�LZ� RIVERSIDE, CA 92502 ca RBF CONSULTING E STORAGE 813 C 14725 ALTON PARKWAY 915 COMPARTMENT D IRVINE, CA 92618 The State of Callfornla or Its offloers or agents shall not be responslWe for the accuracy or completeness of e/ectronlc copies of this plan sheet. j o 1220 w A F IRRIGATION CROSSOVERS ` o w E o I CONDUIT TYPE LOCATION SIDE (N ) (N ) w D �4 W Q E WATER LINE SPRINKLER CONTROL 50 T E SIZE (mm) DN CROSSOVER CROSSOVER 1 x w 9 yp LINE STATION Rt Lt 200 150 a 25, Typ H 915 Q LENGTH (m) 50, Typ 6mm BEAD ------ - FLEXIBLE WASH I NGTONST. 1 7 +70 X _ 1 8. 9 - 50 50 a a WEATHERPROOF EB OFF RAMP ° IN,11 o°. o . II' 4 ° . ° . rl' . SILICONE SEALANT .O„• .O .4 .0 .4 „ _ I n 4 t ►�. . I �,. D. D. . WASH I NGTON ST. 50 150 �I . 4 4 4 4 II 4 . FG „ II . a 1 8 +50 X - 1 4. 5 - 50 o m 25 ° r ° ° ° ° _ ° J D U. D D EB ON RAMP w m 0 a WASHINGTON ST. Q 4 4 4 4 a 4 4 o. o. 2 I +02 X X - 23. 0 32 - -� z w I O O =\-=\\__ ° ° ° ' ° ° ° ° — _ =\\\_\\\\\ D b D D D D D D Q —_///_% W B 0 N RAMP Y D. 4 D. D. � D. � D. � D. 4' D. D. I I V) = / TOTAL 33. 4 23. 0 U U - PA ATE PAY ITEM CONDUIT TYPE 557 405 (N ) NOT A SE PAR FOR INFORMATION ONLY (Applicable when circled below and shown DN - DIAMETER NOMINAL under the ' CONDUIT TYPE ' column heading ) CABINET , SECURITY DOOR , AND FOUNDATION X - DENOTES REQUIREMENT I BITUMINOUS COATED CORRUGATED STEEL PIPE _ ( 1 . 626 mm THICK ) ' X_ 2 CORRUGATED STEEL PIPE ( 1 . 626 mm THICK ) w 50 mm G 3 CORRUGATED HIGH DENSITY POLYETHYLENE PIPE I _ ___ ________ _ 457 o ® WELDED STEEL PIPE 0 _ 406 w o K © IRRIGATION CONTROLLER ENCLOSURE LEGEND c ° 0 ° L ° Q STAINLESS STEEL CONTROLLER N M 254 203 ��'�----� ENCLOSURE CABINET WITH PEDESTAL � 305 / © DOOR WITH THREE POINT LOCKING MECHANISM ; 3 ° ° FLUSH -MOUNTED ACCESS HANDLE FOR PADLOCK, ° ° AND STORAGE FOR PLANS z B © CONTINUOUS STAINLESS STEEL PIANO HINGE > o f— A F OD LOUVERS AT TOP AND BOTTOM FOR CROSS VENTILATION Q PLAN VIEW - COVER o 865 0 STAINLESS STEEL PEDESTAL BY MANUFACTURER x o �, ; ; �F SECURITY LOCK a © VANDAL RESISTANT UV INHIBITED POLY CARBONATE MATERIAL = EQUAL SPACING NI STAINLESS STEEL BASE PLATE TEMPLATE BY MANUFACTURER _ o 1 AIJID PCC PAD AND FOUNDATION w _______� H J� I 0 mm DIAMETER, . 8 m LONG, STAINLESS STEEL " J " BOLT - N WITH WELDED WASHER AND HEX HEAD LOCKNUTS ( I EA CORNER ) \ . PB OK AMBIENT LIGHT CONTROLLER L`' o rIJ p a oT-,I o o iL,o FG L MOUNTING TUBE ADAPTOR 4 .4 .4 I 14 0 4.� ' O ` 600 4 4 ., 14 a 4 4 M MANUFACTURER ' S MOUNTING TUBE CONCRETE FOUNDATION ) (CENTERED I N CO METAL COUPLING ALL DIMENSIONS ARE IN r z © METAL SWEEP MILLIMETERS UNLESS OTHERWISE SHOWN CD — @P 50 mm CONDUIT o P ® 10 mm DIAMETER BY 50 mm LAG BOLT WITH ROUNDED TOP AND SPRINKLER SCHEDULE M WATER PROOF WASHER BOTH SIDES AT 150 mm ON CENTER xo � ° AND DETAILS j ,L, NOTE: o Q ELECTRICAL LAYOUT INSTALL AMBIENT LIGHT IRRIGATION CONTROLLER IN ACCORDANCE WITH N V) MANUFACTURER SPECIFICATIONS. SD - 2 C14 V ENCROACHMENT PERMIT NO. 08 - 03 - N - LF - 0321 934 - L FOR REDUCED PLANS 0 20 40 60 80 CU XXXXX EA XXXXXX ORIGINAL SCALE IN MILLIMETERS I I ( I ( I ( I I Y __