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Home My WebLink About1696-L DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS INDEX OF SHEETS 08 SB 66 KP8 . 27/KP 1 1 . 51 I - DRAWING DESCRIPTION CITY OF RANCHO CUCAMONGA DEL DRAWORTq SISKIYOU MODOC x T- I TITLE SHEET X- I TO X-2 TYPICAL CROSS SECTIONS PROJECT PLANS FOR CONSTRUCTION ON m TR IN I TYf SHASTA I LASSEN L- I TO L -6 LAYOUTS I t TEHAMA —{---� PLUMAS E- I TO E-5 SIGNAL AND LIGHTING PLANSSTATEHIGHWAY ROUTE66 o - E- 6 TO E- 13 INTERCONNECT PLANS Z GLENN BUTTE ! SIERRA COLUSA yJ NEVADA ;AKE G,+ ,j,�/ PLACER PD- I TO PD-6 PAVEMENT DELINEATION AND SDNaM.► APIAYOLO��2ti EL DORADO CA SIGN PLANS IN SAN BERNARDINO COUNTY �zMaP 1 IN RANCHO CUCAMONGA MAR COSTA5p0\ P TUOLUMNE MONO TH- 1 TO TH- 7 TRAFFIC HANDLING PLANS SAN FRANCISCO D U- I TO U-6 UTILITY PLANS JOP��pJ� ��eoJ FROM VINEYARD AVENUE TO HELLMAN AVENUE AND SAN MATEO SCLARA41P��MERCED .�p J HP- I TO HP- 31 IRRIGATION AND PLANTING PLANS SANT , � r CRUZ J9 \ FROM ARCHIBALD AVENUE TO HERMOSA AVENUE FRESNOf� INYO �0 TULARE MONTEREY K I NGSI To be supplemented by Standard Plans dated July, 1997 - -- SAN LUIS x OBISPO L, KERN f SANTA BARBARA OS ANGELE VENTURA LANDSCAPE / HARDSCAPE IMPROVEMENTS ONLY •ate• �4ti RIVERSIDE LOCATION MAP �F _ MEDIAN CONSTRUCTION o —� BY OTHERS FOR THIS PORTION SANDIEGOI IMPERIAL STA 18 +00 KP 9 . 07 TO STA 26 +20 KP 9 . 89 PROJECT FUNDING SIGN ( SEE SHEET PD- 1 ) PROJECT FUNDING SIGN ( SEE SHEET PD- 1 ) etrk Begin Work BEGIN CONSTRUCTION 0 Sta 8 + 90 T A 10+00 K P 8 . 27 End Work a a w End Work S ao Z D Sta 35 + 43 x- - - - Sto 19+ 10 — w 0z U > � j FOOTHILL BOULEVARD / ROUTE 66 a a FOOTHILL BOULEVARD / ROUTE 66 = a �..=`.-t114 - . _ _.: .:. _, _ -�,.;� �,._ ,s a •.,�� ,.�w� r _ r � .....u E ui _ 4 ��>, . >... ..,.-��"�"c 1 P"�ri"� i ��.t�1. 0 Z LL 1 > G Z ww _ w Beg 1 n Work ? � wQ Sto 25 + 10 > m = PROJECT FUNDING SIGN BEGIN CONSTRUCTION ENDCONSTRUCTION ( SEE SHEET PD- 1 ) END CONSTRUCTION STA 26 + 20 KP 9 . 89 STA 33 + 23 KP 10 . 60 STA 18 +00 KP 9 . 07 PROJECT FUNDING SIGN x ( SEE SHEET PD- I ) BASIS OF BEARINGS BENCH MARK NO SCALE The basis of bearings for this survey is the California San Bernardino County Vertical Control - NGVD29 1982 SBCO Surveyor Coordinate System, Zone 5, North American Datum of 1983 SPSN - 01117 Elevation 367. 9160 m I ' rnd. head bolt in concrete curb based locally upon the grid bearing between California Stamped ' SB CO BM 01117 ' Recovery note by San Bernardino County Department of Transportation stations 01 1 - 1 10 and 500- 130 of Survey 1988 Located 5 m 1 I es northeast f rom the c i ty of Ontar 1 o. At the No. DESCRIPTION OF REVISION DATE CITY Project 08-SBD-66-5. 6/6. 1 EA• 451200 being N 89 43 21 E and southwest corner of Footh i I I B I vd. and Hermosa Ave. , I ft. west of west I APPROVED W a grid distance of 815. 728 m. All measured distances shown end of curb return. CITY OF RANCHO CUCAMONGA o hereon are grid. To obtain gound distances divide grid distances by the combination factor of 0. 99992032. This — — Wcombination factor represents an average for the project. DISCLAIMER N Q These documents have been prepared for a specific FOOTHILL BOULEVARD (SR -66 ) w o Z Quoted bearings from reference maps and deeds may or may not be in terms of said coordinate system. project and shall neither be altered nor reused for any MEDIAN ISLAND PROJECT o 6 y other purpose. Also, these documents do not represent W 011 - 110 to 500- 130 ground distance is 815. 793 m as-built conditions. If these documents are altered - Intentionally or unintentionally, or reused without the APPROVED BYE DATE- o 0 ERCE 24953 w w0 design engineers' written approval , It will be at the sole CITY ENGINE PHASE 1 f a. POINT NO NORTHING EASTING risk and responsibility of the user. The act of altering � � or reusing Is construed as Indemnifying and holding the PLAN PREPAREDi\B}'� RECOMMENDED O O UJ 01 1 - 1 10 567359. 242 2036694. 615 ASL Consu f t 1 ng Engineers a design engineering firm and Its employees harmless from C 500- 130 567363. 192 2037510. 333 a I I c I a ims, damages, and expenses, I nc I ud 1 ng attorney EARL T. a 225 WEST HOSPITALITY LANE x fees, arising out of such act. AJc 4532 a SUITE 206 SHEET H N,, 44532 UJ Ep>6-30-01 >. SAN BERNARD I N0. CA 92408 of Z ��t �' ZDRAWING NO. O O z `` of CAV Gam//// �OR.C.E. NO. 44532 U O W DATE FILE NO. > O The Contractor shall possess the Class (or classes ) of license O W as specified in the ' ' Notice to Contractors ' . Qo a FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => DFLTUSER FORM DC-OE-93-PF (REV. 3/88) SCALE IS IN MILLIMETERS I 1 I I I I I I I DGN FILE => . . . \t i t I ea. dgn CU 00000 EA 472281 SEE DETAIL " B" FOR Rte- 66 No. DESCRIPTION OF REVISION DATE CITY HARDSCAPE SECTION . APPROVED NORTH souTH =- CITY OF RANCHO CUCAMONGA TC EXISTING ( VARIES FROM 1 1 . 6 TO 1 8. 4 ) EXISTING ( VARIES FROM 1 4. 4 TO 1 7. 9 ) TC etric APPROVED BYoJ 1 DATE- C I TY ENG I NEER ��`^�� / RCE ', 2065 PLAN PREPARED RECOWENDED ASL ETW _ ETW 225 WESTHOSPITALITYEngineers EARL T. I TAL II TYLANE 3. 6 4. 2 2. 4 5. 28 2. 4 4. 2 3. 6 MCARTHUR SUITE 206 SHEET -724 ,qq ,� 44532 SAN BERNARD I N0. CA 92408 2. oF�Z * a6-30-01 �► OF cAo /� R.C.E. NO. 44532 DRAWING NO. DATE FILE NO. I 5 7 / 7 5 FEATHER PROFILE \ / PROFILE \ FEATHER EDGE CURB LINE AS EDGE �EX q GRADE � GRADE \ SHOWN ON PLANS 18 mm 3 IST / \ q \ EXIST 18 mm / � — — VARIES — — — VARIES 3 _ _ 100 mm MULCH 75 mm 0. 5 15 PROPOSED T. C. ELEVATION - —� - - 2% AS SHOWN ON PROFILE m > 1 /. o w I 1. - _ -- -�- - - -__1 I �,� ®® Al - 200 MEDIAN CURB V) wI _ _ — — I > L - _ —1 5 SAWCUT 9 mm 15 6 9 mm EXISTING 2 / 2 EXISTING 7 Q PAVEMENT 6 8 PAVEMENT & BASE \ \ & BASE PAVERS I5 SEE DETAIL " A " SEE DETAIL " A ' # 15 BAR _ o � FOOTHILL BLVD _ . 2 EXISTING AC COW CO a o VARIES " " PAVEMENT & JZ w ( ROUTE 66 ) DETAIL A BASE N w STA 10+ 18 TO STA 17 + 89 MEDIAN CURB < o m: NO SCALE CONCRETE PAVERS . . 2% 2% ®® • . - CONSTRUCTION NOTES : - lO REMOVE EXISTING CURB AND GUTTER X53 C 0. 025 m DEEP SAND BASE O2 CONSTRUCT 150 mm AC OVER 300 mm AB _ INTERCONNECT 0. 1 m THICK CONCRETE BASE 25 mm DEEP SAND BASE X CONDUIT OPEN GRADED AC OVERLAY ( 18 mm) Ir� O w X DETAIL " B " 100 mm THICK CONCRETE BASE 'o HARDSCAPE SECTION WITH NO LANDSCAPE PAVER EDGE O SAWCUT 0. 3 m FROM PROPOSED MEDIAN AND � X NO SCALE DETAIL GRIND EXISTING PAVEMENT N X It It NO SCALE Rte- 66 Rte- 66 O5 CONSTRUCT MODIFIED TYPE Al -200 MEDIAN o NORTH SOUTH NORTH SOUTH CURB PER CALTRANS STD PLAN NO. A87 ( 1997 ) X TC TC TC TC ( SEE DETAIL B ) X 1 . 2 1 . 2 1 . 2 - 3. 6 0. 6 - I . 2 G APPLY HENRY ' S STANDARD ASPHALT EMULSION # 107 TO BACK OF CURB BOTH SIDES OF PLASTIC 0. 3 0. 3 0. 3 0. 3 LINER AT LOCATIONS WITH IRRIGATION 7 7 5 5 ( SEE SPECIAL PROVISIONS) PROFILE GRADE PROFILE GRADE PROFILE GRADE PROFILE GRADE O7 CONSTRUCT DECORATIVE CONCRETE PAVERS 5 II II 5 0. 5 m WIDE SURROUNDING THE PERIMETER OF Exist Exist THE MEDIANS ( SEE LANDSCAPE PLANS FOR LAYOUT ) 2 VARIES VARIES 2 Exist — — — — — Exist — — ---- - -:. 8 REMOVE EXISTING AC OVER AB VARIES — — — — — VARIES 9 PLACE AC DIKE TYPE A PER CALTRANS STD 50 mm 50 mm PLAN N0. A87 12 — — — 10 — — — — PLACE AC DIKE TYPE E PER CALTRANS STD PLAN NO. A87 4 4 2 8 4 O 4 8 2 II DENSE GRADED AC OVERLAY ( 50 mm) TO MAINTAIN CONSTANT CROSS - SLOPE a, 12 COLD PLANE EXISTING PAVEMENT EASTBOUND LEFT TURN SECTION WESTBOUND LEFT TURN SECTION JN- 13 PLACE CHANNELIZERS ( SURFACE MOUNTED ) FOOTHILL BLVD FOOTHILL BLVD � O PER CALTRANS STD PLAN NO. A73C N ( ROUTE 66 ) ( ROUTE 66 ) Jill 14 PROTECT IN PLACE �o STA 12 + 31 TO 13 +07 STA 10+ 18 TO 11 + 20 STA 14 +70 TO 15 + 58 STA 13 + 38 TO 14 + 20 15 CLASS " A" TOP SOIL FOR LANDSCAPE AREAS a0- STA 17 + 10 TO 17 + 89 STA 15 + 85 TO 16 + 66 wW STA 29 + 28 TO 30 +07 STA 26 + 38 TO 27 + 40 TYPICAL CROSS SECTIONS STA 30+ 45 TO 31 + 30 No SCALE z 00 LEFT TURN MEDIAN DETAIL _ ALL DIMENSIONS ARE IN X - 1 METERS UNLESS OTHERWISE SHOWN I QQ0 J O FOR REDUCED PLANS OR I G I NAL 0 20 40 60 80 u5DRNAMR =? DFLTU5ER FORM DC-OE-21-PF (REV, 3188) SCALE IS IN MILLIMETERS I I I I I 1 I I I DGN FILE => . . . \ph I ty01 . dgn CU 12209 EA 0 1250 I 0 B OF A PARKING LOT 9/ 12 gk�,� No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA STA 10 + 17 . 400 TO STA 26 + 77 . 000 APPROVED BYi DATE@ CITY ENGINEER RCEs 24953 SEE DETAIL " B" FOR SOUTH PLAN PREPARED BYs RECOWENDED Rte- 66 HARDSCAPE SECTION R/W ASL Consulting Engineers EARL T. 4� 225 WEST HOSPITALITY LANE 27 . 4 & 18. 29 WARTHUR SUITE 206 SHEET NORTHN, 44532 SAN BERNARD I N0. CA 92408 .0E. ,6-30-01 �► OF TIC �,rE ��! /4� OF Cao � DRAWING NO. 1 4 . 4 & VARIES 1 5. 6 & VARIES 1 1 . 6 & VARIES 1 . 4 & R.C.E. No. 44532 VARIE11.S DATE FILE N0. Co ES ETW 3. 6 4. 2 3. 6 Max 4. 2 Max 4. 2 3. 6 2. 6 1 . 2 3. 6 GB 8. 0 & VAR I ES etric0 (A � / 5 \ � � / 5 \ � EXISTING o w 18 mm /7 7 EDGE OF 121� / PROFILE \ / PROFILE \ TRAVELED Ln w FEATHER / GRADE GRADE \ WAY I ww o EDGE EXIST 3 EXIST S / q � / 4 VARIES\ 3 5 VARIES 9 Q 1 ,► - - Mak 7• Os/ 14 L 3 Max L _ 1 _ - _ I 5. 00y \ 9 mm \ 2 15 / \ 6 2 o EXISTING / / 0 CO PAVEMENT 6 8 2 jZ & BASE � � \ � � EXISTING U2 U PAVEMENT I PLACE 100 mm AC j a w i SEE DETAIL " A " & BASE OVER 150 mm AB U0 U SHEET X- I SEE DETA I L " A " CONSTRUCTION NOTES = FOOTHILL BLVD SHEET X- I X ( ROUTE 66 ) REMOVE EXISTING CURB AND GUTTER X STA 26 + 70 TO STA 28 + 27 O2 CONSTRUCT 150 mm AC OVER 300 mm AB X O3 OPEN GRADED AC OVERLAY ( 1 8 mm) > X 4 SAWCUT 0. 3 m FROM PROPOSED MEDIAN AND 0 O � GRIND EXISTING PAVEMENT z w X O5 CONSTRUCT MODIFIED TYPE AI - 200 MEDIAN o SEE DETAIL " B" FOR CURB PER CALTRANS STD PLAN NO. A87 ( 1997 ) X Rte- 66 HARDSCAPE SECTION (SEE DETAIL B ) X NORTH SOUTH 6 APPLY HENRY ' S STANDARD ASPHALT EMULSION 0 TC EXISTING ( VARIES FROM 1 3. 4 - 14. 7 ) /EXISTING (VARIES FROM 1 4 . 4 - 1 4. 7 ) TC # 107 TO BACK OF CURB BOTH SIDES OF PLASTIC i LINER AT LOCATIONS WITH IRRIGATION i (SEE SPECIAL PROVISIONS ) i ETW 3. 6 4. 2 2. 1 5 - 2. 1 5 - 4. 2 3. 6 ETW O CONSTRUCT DECORATIVE CONCRETE PAVERS 2. 4 2. 4 0. 5 m WIDE SURROUNDING THE PERIMETER OF THE MEDIANS ( SEE LANDSCAPE PLANS FOR LAYOUT ) OS REMOVE EXISTING AC OVER AB 5 7 / 7 5 9 PLACE AC DIKE TYPE A PER CALTRANS STD FEATHER EDGE O 18 mm / PROFILE \ / PROFILE \ PLAN NO. A87 FEATHER GRADE GRADE \ 18 mm 10 EDGE 3 EXIST 4 4 EXIST 3 PLACE AC DIKE TYPE E PER CALTRANS STD / \ / \ PLAN N0. A87 - �_ VARI S - VARIES - - II DENSE GRADED AC OVERLAY ( 50 mm) TO MAINTAIN -- O CONSTANT CROSS-SLOPE - / COLD PLANE EXISTING PAVEMENT 9 mm - - / / - - I 9 mm EXISTING 2 15/ 6 2 EXISTING 13 PLACE CHANNELIZERS ( SURFACE MOUNTED ) NLn PAVEMENT 8 PAVEMENT PER CALTRANS STD PLAN NO. A73C N & BASE \ / \ & BASE \ 14 PROTECT IN PLACE 1.1 id SEE DETAIL " A " SEE DETAIL " A " 15 CLASS " A " TOP SOIL FOR LANDSCAPE AREAS _j a SHEET X- I SHEET X- I FOOTHILL BLVD Uj w Q - ( ROUTE 66 ) TYPICAL CROSS SECTIONS o� Go STA 28 + 27 TO STA 34 + 19 ALL DIMENSIONS ARE IN NO SCALE X - 2 ' METERS UNLESS OTHERWISE SHOWN I a � J O FOR FORM DC-OE-91-PF (REV. 3/88) SCALEE IS SC I N MILL SORIGII METERSNAL I I I I 40 I 6I I 80 USERNAME _> DFLTCU 1 2209 EA 01 2501 DGN FILE -> . . . \ph phI I ty02. dgn No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA STA 10+ 17 . 400 TO STA 26 + 77 . 000 APPROVED By$ jv� ti �-�� L L 1, DATE- RCE, '24953 SEE DETAIL " B" FOR SOUTH PLAN PREPARED Y- RECOMMENDED Rte- 66 HARDSCAPE SECTION RAW + ,� ASL Consulting Engineers _t-z-6- 99-- EARL T. a� 225 WEST HOSPITALITY LANE 27. 4 & 18. 29 M0ARTHUR SUITE 206 SHEET NORTH N,, 44532 SAN BERNARD I N0. CA 92408 3 �,6-30-01 of TC ,- 4 . 4 & VARIES 15. 6 & VARIES HINGE 2. 8 E P 7. 0 G B �'l� a c�u�� /'741 ✓ R.C.E. No. 44532 DRAWING No. VARIES VAR i ES DATE FILE N0. ETW ES 3. 6 4. 2 3. 6 Max 4. 2 Max 4 . 2 3. 6 2. 6 I . a tric vwi / 5 \ 5 \ EXISTING o w IS mm / 7 \ 7 \ EDGE OFk A w / PROF I LE \ / PROF I LE \ TRAV.EL-E�D' FEATHER GRADE GRADE WAY o EDGE 3 EXIST4 / 4 EA+ T 3 w VARIES _ - RIES ' 3 4 L - - - - - I 13 9 mm \ 2 1 5 6 ��, \ 14 2 VA R I o � r EXISTING - / / ES 2: a QCO PAVEMENT 6 / \ \ 8 \. ,_2 F�q T OR _j w & BASE �,_, � � EXISTING l_-- - - TER u2 - - - - � � \ � _ - � � PAVEMEN Qw � I " Ate' & BASE y. U 0 U SHEET �fi PLACE 0. I m SEE DETAIL ' A ' SEE DETAIL ,, ASPHALT CONCRETE FOOTHILL BLVD SHEET X- 1 \� (MISCELLANEOUS AREA ) CONSTRUCTION NOTESi X ( ROUTE 66 ) O I REMOVE EXISTING CURB AND GUTTER X STA 26 + 70 TO STA 28 + 272 CONSTRUCT 150 mm AC OVER 300 mm AB _ X (A O3 OPEN GRADED AC OVERLAY ( 18 mm) w X o X O4 SAWCUT 0. 3 m FROM PROPOSED MEDIAN AND GRIND EXISTING PAVEMENT z X w X 5 CONSTRUCT MODIFIED TYPE AI - 200 MEDIAN O o �C It SEE DETAIL " BN FOR CURB PER CALTRANS STD PLAN NO. A87 ( 1997 ) X Rte- 66 HARDSCAPE SECTION ( SEE DETAIL B ) X NORTH6 APP SOUTH O LY HENRY ' S STANDARD ASPHALT EMULSION TC EXISTING ( VARIES FROM 13. 4 - 14. 7 ) /EXISTING (VARIES FROM 14. 4 - 14. 7 ) TC # 107 TO BACK OF CURB BOTH SIDES OF PLASTIC LINER AT LOCATIONS WITH IRRIGATION ( SEE SPECIAL PROVISIONS ) ETW 3. 6 4. 2 2. 1 5 - 2. 1 5 - 4. 2 3. 6 ETW O7 CONSTRUCT DECORATIVE CONCRETE PAVERS 2. 4 2. 4 0. 5 m WIDE SURROUNDING THE PERI METER OF THE MEDIANS ( SEE LANDSCAPE PLANS FOR LAYOUT ) OS REMOVE EXISTING AC OVER AB / / 5 7 7 5 9 PLACE AC DIKE TYPE A PER CALTRANS STD 18 mmFEATHER EDGE O / P IL \ / PROFILE \ PLAN N0. A87 FEATHER GRADE GRADE \ 18 mm EDGE 3 EXIST4 4 EXIST 3 10 PLACE AC DIKE TYPE E PER CALTRANS STD S P _ � \ / \ VARI - _ VARIES LAN NO. A87 DENSE GRADED AC OVERLAY ( 50 mm) TO MAINTAIN CONSTANT CROSS- SLOPE COLD PLANE EXISTING PAVEMENT - 9mm 156 - 9m 13 PLACE CHANNELIZERS ( SURFACE MOUNTED ) EXISTING � / \ 2 EXISTING r_ o PAVEMENT 6 / \ 8 / PAVEMENT PER CALTRANS STD PLAN NO. A73C N - & BASE / & BASE PROTECT IN PLACE o 0 F � SEE DETAIL " A " SEE DETAIL " A " 15 CLASS " A " TOP SOIL FOR LANDSCAPE AREAS00 SHEET X- 1 SHEET X- 1 O FOOTHILL BLVD � w Q - ( ROUTE 66 ) TYPICAL CROSS SECTIONS o 00 0') Ln STA 28 + 27 TO STA 34 + 19 ALL DIMENSIONS ARE INX - 2w NO SCALE METERS UNLESS OTHERWISE SHOWN a CD J O FOR REDUCED PLANS OR I G I NAI_ 0 20 40 60 80 E ©FL\FORM DC-OE-91-PF (REV. 3/88) SCALE IS IN MILLIMETERS DGN FILE => . . . \phI t y02. dgn CU 12209 EA 012501 o DESIGN OVERSIGHT CALCULATED/ DATE DESIGNED BY REVISED BY 0 X X X X X X X X X X X CHECKED BY DATE REVISED m �O N C { W W W W W W '4 -4 � � -4 � & X j -A (p a) -A (n W , ! 1 i . I I , ; t ! ! , I I : 1 I ! I I r -" 1 Y 1 --�_- - W . . 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I , : t11 . , I „ t : I , 1 ! f I _ - I r . , 0 :0 i I i , I , : , i , ! t r : I 17 t 1 I ( I ! t : ; , , 7 ,`t f I , : ! t f i _..».. /� ," I - i I 1 i t - t I _ _ 1 1 !_ i f __ i t-j-11 i f l i I i _ _t I I_;_ e 1 1 t ! 1 , 3 t I t I_ i t i. V ��i,`Y �.\ l i -_._ _J i--� -,- - t , , r i , I-: t . , t f I i-I !! 1 t i I , ! i 1-. i - { i , f 1 t 1 -^"-___l_ _ .;i 1_ a`---I--.{[.-�._. ! t `.' t ,�1 t t : , . ! r i t . ! 1 , 1 1 1 ; 1 : 1 . I , I , i t 1 ) ! I r , . ! . 1 1 ! , 1 I , O''.. x `� 1 1_ 'tMt{ ---1 ✓�' _ __ _ _ _ , 1 I , ' i 00 - 'o i 1 , 1 . , , , f I i : i I : • ; I : , , f , I I 1 , , , - "- `- , `- ----- � - I ' 1 1 I I ..+ 18.1000 1 7s-41 `E� 375 �52'� t �• - ___ _ ,� _�.�_- 00 r 1 . -' -' '= - - - -:i -- t _ ...-_ �r _ Y o _ I-1--- - - - - . . __ - t Y1 �� + � - �. �L 375. 233: ; ' ---- - - - _ W t „ :. } ;, D.'000 C7 ( 2 0 , I . 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I I it . , t -- 1 o. -- _i_ .. _ ._ .., _ _ _ _ -_.__ _ _ _ _ - O ._ -_. ... -..-- --._ - _.__-.. _,_ - ,^�� , t , . 0oq' �-' +70. 000 ' itl 70.000 � , : t � 1 „ 4 s --_ --_ _ + I �. _- ry I -1 _I ,; r i < m , , , I EL 374. 741 EL 374. 748 , . 1 I ;te, f [ ! '1 , t : t s i : 1 t 1 , : , , i f . i I r: ? t ;1 ! _ 1l_ ; i 7�i , 1 L , ! ' i I t . � . T I I I '_ _ 1 _ t - !� 1_ r r_ f f _ , ___I I I , - i�i 1 d I, 1 t S I `^ 1 1 ' .t 11 1 t t 1- -'- + - ._ I t I .-t ! , t t , 1 ' T t- S 1 I i I I , I I , 1 7 ;t •V I 't i , '�--..c',-��rL�?,� 1 ) i J , , I i . . , , . , t . 3 , . ' , ! t 1 , , 1 1 1 11 1I , � r i a'�.. -'4-J, ,� , I , , ` Q (� Q ry t r + ± r 1 r : +BD. DDO i t : I 8D. DOD ' ' t 1 -:7 // 3 �t 2 1 {> "� f, _...r� �, " I t , EL374:. 64;1 !ry EL :374.. 647 , -� , -, . „'f, , . , 1 1, , . �� I 4 Fl y lr -'} >,'ci } D _ - J +9 �- o. 000 , 0. 000 � '� � ! m EL 374. 532' EL 374. 538 `k - ,cn , ca _ . - _. � _ r . . _ , I .I Yom-,: �,V D __ . :z c�; ' , ! 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D ,f B G . 0 m , . � APER 00 -~--x I N MEDIAN T cn z , EL 373. 731 EL 373. 675 ' , , , 3, ' w ; t 1, I r'' END BAY TAPER _... _ - - - -. 3 • i k ! I; _ Zr' 1 , C11 v I +70. 000 +70. 000: ' ' m U, - - - ' M EL 373. 574 - . , , : EL 373. 512 , ;p * D _ _ _ F �° .... �-- - - - - - -_ - - - - - - - - _ y ' m , , 80. 000 - +80. 000 _ _ - - - - fi cn Z EL 373. 415 1 EL 373.354 I . . I # � - � z .- - . - - - , - - ; , � O z +90. 000 - N +90. 000 - - _ •• 1 .. _ _ _ - . , : EL 373. 267 , EL 373. 212' .� F, ` ,, - ,� , - , , +g �f 5 ��. 40 Rt �t� 66` -� � � n ` + . +00 000 , , : BEGIN "BAY TAPEN if ` I "> Z C -- - - - 00. 000 - o EL 373. I ' - -- -- - - ._ _ - - .- - - - - - - _ :_ N 25 EL 373.072 1 �' m r i� �� 9 m o - 1 S im > N _ , - -I - _ - . .. _ i - , - -, - _ - a � � O W X ,ts . I 1 ",. r t G I N m W N _ - - - - - -- w •� +i 0. 000 ��, O 0. + I 000 \ . ; r EL 372. 985 EL 372. 929 _' _ .. _. _ .- f -' i _' J - . - - - - - - - - j t > ^- _ N _ .p W I : , , , , m z - Lnrz 1. o C +20. OD0 20. 000 '- - ,- - - -1 r m _ _ _ ' D EL .372.'844 EL 372. 793 . -_ _ , r-- N f `f ; r. nl m , : 1 . : , t �1 • 1 _ -_ __- -- -- - - - - _ .. - - - - -- - s . �• I e, � �,,,�,�.��,; Z Q � ♦� � � r.> r +30.'000' I +30 000 i ; ; L 1 1 << t _ _ - ,� ; i � _ - - Z -: _. - - - .. -- - -� - , • , ', , :Q` O, l - ' ; , I I I t 1 , , �1 . , 1 1 1-, ' . _ '37 . 651 . EL 372. 697. , , , , i 1 ; EL 2 , 12 + 31 � . 2ar ' t t � 66 �I W, � �" , x ., . v � C7 l t t END BQY TAPES - - o �� m C _ _ {7 I I I .., O I ".T i i , , i _ I 1 .- - -- '- 1� l 1 t 1 ! - 1 ; 1_ -! I 7 - I ' } . - J - I 1 „�i O i t t i , i , I , ,1 ! ? 1 1-, 1 !i , ! S �, '. 1� 1 r n '�1 O - D7 I I t 1 , I pQ r I �, , . +I I , 1 1 . , I , + ! a ! . . a fl f1.. (' n1 m n r Z 40. 000 40. 000 _ _ - - o EL 372. 546 � EL 372. 505. ' " { - o -+`° C� - MATCH LINE STA I2 40 SEE SHEET L 2 N - _ - 11 ri , �, . 111 . , , , , : : 1 -: ; _. , , W 1 • , 1 ' 1 1 : i ' • t t , r t ' ( ! S 1 I-, , l Y l I , 1 1 1 t , r 1 ' 1 : : 1 1 . 1 1 i- 1 i I i ! ! 1 I I I E I I� I s -1 , .'_ I ! 1 _ i r - ( 1 _,__ _y _ O i , t t !` 1 -, t`, t „ x m m� O O , - � > m n m > , , t I , . , I 1 1 , • , f 1 , . t . ; ! , I f , , I , 1 , , i 7 , , 1 :-t i 1 ! I-1 i • k ! z rn i f t . , ! , I , I , , , ! I , I , . 1 1 1 , , 1 I : I , 1 , 1 , I , , i , , I , I , I I I 1 , I i . , . I . i I , 1 i , , , , , . . , , , . , I I , , 1 1 1 , t 1 I , , , , 1 i , . 1 i , , , { . , , l ; , , . i , , , , , 1 � C W � O O -V O to -0 �I � _J � N w o-< N W �► (Il d� o LAST REVISION 06- 16- 98 DATE PLOTTED => 27 JUL 1999 TIME PLOTTED => 09: 45� 27 0 DESIGN OVERSIGHT CALCULATED/ DATE DESIGNED BY REVISED BY 0 X X X X X X X X X X X CHECKED BY DATE REVISED 1 0 m W N c { W W W W W W � x D - N W - N W m . . , I ' : . I I • I . . , , I I , i I , , I . , ' , , 4 , u T , t 111 . , CD D . , © rri, f t -t , I ( o , I � , , I Y , , , , , , 1 , 1 I 1 1 I , t I : , t I ) i , I ` r-1.1 - - - - -- - - - - . _ _ .. _. . ._ - - -- - _- 1 1 ..A x; 1 ; , I . . I , �.:.` Ii ;-1t , I . t 1 , 1 f ! I �. I , 1 : 1 I , I 1 i ar o , i , . . . . ! , 1 . 1 1 , �. : : -- - - - , i _t __ _ . _.n..� I l 11__i _, �, ©: , 1 1 1 , -, MATCH LINE STA 1 2 + 40 SEE SHEET L - _ s 0. 000 _ K A +40. 000 t I 1 ,_ _ _ __ I m�o°� �" EL 372. 546 I m EL 372.546 , ' ' ; y , , V �: - - �- - - _� I -. - _. - .. _ _ . _ _ i i I _I_ ,_I , ', , I I , I �,,at , ; -- � � � . , D -� �' , ' t � ,iY1 m o' +50 00 +50 0O , f , 11 I 1 1 ,� �' f f - _ - - - z ` `, - �� I I Y "i �y `~ -Q m � ' IEL; 372, 392` EL 372.' 392 7 , , I , , � ' ) , - ,4.� ( 1. , , 7 } 4 r� I t ; i �� `� t _I 1 # fY _... :. - - _ O - - - - a�+ } g. I ;s ss4 a , i I ♦_ , I !w I - ; 1 . ' 1 } c '� y y ,1 �1}�,. '+�S ;t �`R,.,�'� -0 a3 Z �`1 I mo/., +60. 000 X � \/I +60.000 ' \\\ t 'v � : - F - __ . . _ _ _- _ _ _ _ _ _ _ $. < r�i ' .n EL 372. 237 EL 372. 237'' : t � , ' - , I s ;I 0 � i '; 1 , I , I , , , 1 , f I , I / L, �...I . " 1 CJ1 , ' I ' i . - C _ _' _., I I ... 1 " _ 1 -. i ( ! I { l I ( I , A' [1 ,1, r ._ .. .._.... _ _. ._ .. ... .. _. - _ - - - Y 44 '1 �., �. l'i `g ;I , <! ' I 0 , I ' i 1 -t I 0 1 i , I , i I / �1 ,% � !F 4 r,! r j \L,.', 1., z D - 70. 000 70. 000 _ _ \..1. ,x --� --�; I EL 372. 091 1 1 , EL 372. 091 I , y m I w 1 I cnI ' ' ; . I ; , 1 g .. -- D i •�- +sfl. 000 +8n. 000 I R ,�, _. . _ _ _- _ _. .__ _ _ ._ _ _ _ - - - - -- _-_ _ �: 1 �. Yi m 3>, . I , EL 371. 936` EL 371. 936 ' ' '; 1 I ' , ,` 1 ;, ¢, > - Z ' _- Q _ .. - ' P' I 1 '; f� . , , i , , I I i ` 1' , D . , , W , : I : , , : - I I • I I I , , : 11 . , r r .� � � I z c�; *90.000 • •I +90.000 ,, t -o-�. 7 _ _ _ _ _ _ , I D, , EL 371 . 742: r EL 371 . 7 , ( 7 ) 7 ! 42 M c , , - _- - - - -. ., - - - - - - -- - - - - - - -- x ' ^ I , I . , . , ' � II I , `I { 1 , , t I - I i ,,, �. j 1�,3+00 -2. 40 Lt Rte 66 v) ' o • • +00. 000 ; +00. 000 . {: w 1 2 - _ _ _ _ - - _ EL 371 . 543 I I w v� D' : I EL 371 . 543 F, SND MEDIAN TAPER �; �. ' � ; ( 15. 9 ) ( 12. 4�: Ile�� r n�m- I �z :�. _ i . I _ _ . - +0 000 -- -,_ - +0 DOd -: i - ! I . - -, , , , � - , I rc , I 1 �' . , EL 371, 37 EL 1371; 377 _..._r ► _ t_ iI .. � w �.. _ ' - .. _ :_.. _.'_,'_ - _ _... - . .. ---- - - - - ... - - -- - __ - - '- - - - - - - '1! , - -- .. -_._ _ . - - t i i i - *4" r r ___�,: w f 1 11 , , { t , 1 i , ) , 1 I r t , 1 7 { I. 1 , / i �`* I , , I -.. , 1 , ' I i , 1 , , t 1 , i 1 '�_' 1 1 I I f I , , , , , , , 1 1 ! ! 1 ! 1 I - l k 1 _4� ! - ! . III � I , 1 : , , , t `"`' II SCD }i r*- __ , ' I I , . , I 11 ! I / r t , , ' 1 , 1 I I I ! ! I I ' • I i f , ' , 1 , I 1 ; : r III , , I ! • . , , . , , 111 ! 1 , 11 1, O Ln II a ;l f • 1 I i i i 1; , 1 2 --- t - - - - ,- - -- -II - - -- -, ;; � -, , t - � 1ARD r , / . - -- _-;_ ' i 1 11 V : : I , f , I : 7 1 1 1 _ 1 I_ I ! 1 1 1 1 1 1 �. ��` - =_ . ___ ___ __.__ _ - _ .. _ _. _. . .�._ _. __ _ _ _ - _ _ _ _ __ _ _ 1 S , ! t ; „ e-rr -.4 ,-I f , I 2 , 1 � .`t I , ( �I , t f I�, y I t , ! I �.L , ,�,: P�"��_-.... .- � i ( , '_ - r ._-__ - - _ - -_ - ._ -.__ _ _ _. _ _ _ . - - _ _ D 'N-_ -. 1 Y o I ; - ' - I Ln +38. ooa I �' N EL 37a. 6�g , _ -- ,". --_ �,'"�,..I�. _ I I I I . , I I. I : , , '� I , 1 I t i , . . 1 I 1 .. `_ ` r1 r , F. __ _ _� _ _ _ _ ._ __ _ __ _ _ _ _ _- _ _ _ _ _ __ - _ _ _ _ - _ ___ L 370. 66 - - i - I I I e 11 . I I t I ! , I I , , i .:V._ 9� 'T f,1,'1 I �� . + 1 + ! I ! I L. --1 ` _ 40. ooD I 40. 000 K _ -# :s _.._ _ ._ ,� ,, I , I , t . EL' 370.':620 1� , EL .370»633; 12 I f _ I, t , , I ��.,._; , _ I , I , , 1 ! i 1 , I , . . wwl�; } , I 1 , 1 , r 1 , , , , ! I I I I ! I . f ,V l/ ' ' 1. 1 • 2 I f I hi 'T 1 , : I i 1 f i 1 , ; r = I •V 1 _ i I , t _ I _ _ _ _ ? t 1 , i t ' i • I ! . 1 '�rl �I�� _ __ _ _ _ _ __ _ _ A,,I + i Y�,-. }�I ! ,-1 . 1 , i , ! I , t i , . , , i . , . . 1 1 i 1, I i I . . , 1 ,_ - , 1 1 t , , , �1`, 1`1 t 1 14 - ! 7.' i I, 1-' ,_ __ , Ii -. _ I , i , 1 '-'S I I ! I ! 1 -t ! ,- ! Y- i 1_ 1 , 7 I _ , ! 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I 1 1 I , I 1 f I , ! , , ,i !',j` I I--I-t r . ! . i ! r , -, ,i r 1 _ I ` �, , rn� , . . I , `, II , YI ' I "II � i - -0 � : , • i t , , t 1 I , i , r C,_' h, Il i = I I, .I ,I``dT'" t r*i +7.0. 000 - - +70. 000 _1 I I Q. �i I (n c EL 369. 946 p EL 369. 958 ; G , /-� T y r__�__. / ( , I f : • r , . 1 ! I 1 ,. . , I ' • , : 1 1 ! ' I I I 1 I 1 ! i , I` / � -.� !\I ,} `% '� , , l 4 rn (� , - - - - I-- -'- - - F 1 , N N ___ __ _ .. _ -- --- -. _ -- _.- _ Z i : I I 1 r , , 1 t f 1 -�� -� I ,_ i , 1 , I 1 t 1 1 I , ,_r-1 t 1 IY 1 --.�- , i , ...r.. VI , , t r r r. • , I , • . 1 �1 1 1 1 1 i I I , 7., D 11 I'', •, � ,y....."_ ('''�'� r /J' __ ! i , , `�,•` , ;+Q t . 1 ' , , , 1�"'1 �; � +870' , , I , i I Y i 1 f ! I I t t , t 1 -�� `�'L '�-, �: a Zr I t .� i ,I `...' I ! s i-°'-- -!_ _i.2 fir/ _ _ 1• , M�.,oOo I , , 1V _ _ UV.',OD'0 Y ! !. _:-__. I I-r ! 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I t , i , C f +40. 000 +40. 000 -;-, I MA H INE STA 15 +40 SEE SHEET L -3 �� *� r � I-, - F' EL 367. 1 (0 EL 367. 109 I , : m m o - . , I rn a , , I , � It, N _ -- _-_ _ Of ! - - -- - - - - - - - - -- - ` . . - - - - - - - - - _ - - -- - - - o cnNNa � aCNV) a o m m - z - _'_ r . 1 rn "�, - I- „ '- m m o i hl , I , , t 1 i I _S I Z O --1 fA : , , I , , , I . l " „ I , I , II1 ! a (n C w , i I . 0 I , 1 i I ! , I , I I ' 1 1 ! , o I t , i 0 0 + A. _ __. O f ! I I 1 - _ _, i 1 1 1 _ 1 ! _, ; 1 1 I _ L: 1 1 { I , I _ Q . _ V t , - I , 1 I , I ! 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I t -29 Rt 1 . 1 • _. ....- F . r ' _ _ ._ _ _ N s. +50. 00b :+50.000 . i . 1 s. - ;366 86 -FS I 1 ' , t 1 I , . I t . . , , , >' _ �. I � .-� EL 367. 404, , ELS 367. 426; `2 - � _ _ - - - -- - - . . I , : , , , , , , , _I , w 8+50 7. 80 Rt Rte 66 v I 11 . 0 I l q . + ;�, �, 1\IIA; CH EXISTING PAVEMENT `. `• t I , , 9 _ _. _ - _ _ - •tet ._ 1 1 _ _ Yt V' i O I - j . _ ,_ I +6 r +60. 000ill f: 0. 000Io c ' I I i 1 I L 36 . 4 f, L 136 . 4 6 _ ;: o DESIGN OVERSIGHT CALCULATED/ DATE DESIGNED BY REVISED BY I X X X X X X X X X X X CHECKED BY DATE REVISED 0 m r N C o W W (A W W (A W (A W � ♦ 0) 0) 0) 0) � 0) � a) 0) � o j - 4 OD UO •_I OD CO �1 OD LO W i1 l 1 I ! I 1 , - 1 ! _: _ _ 1 ! I 1 ! (__ _t t _1 f 4 I i ! - - CD Tl ,. . -,__I , _ � . _. _ . _I : , , ! i ! -I_i-' _ _I-, I- -, 3 , I t- , f . 1 . I . . . ' : , t : , , .�i_ _ , e " > X 0 ' : : : i , • t . l ! ! ! • ' I _ , . t 1 . . , : I 1 ! 1 IL II , , , . I , 11 �' i t • , • '. tl I , . I , ' • , . J 1 O t ! ; 1 t 11 r , t I . 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I , , , i : t , _ _. ._--_. _ _ . - ` �� Y. r 1 , I { 1 ' 1 1 , - : l 7 , , , 1 I ! I 1 t t 1 t D I - +3 000 +3 000 -: / - Z,; , I I , I , , , ' , ' . , , EL 368.070 , . I t ' , L 368. 09 I T �� I�': tt ry . cn z o _ If. - �+�_ .. - ,_- - - . . -. qq , , , o c.T��--- a ! : • ' , . ' ; I ! , , I I CA 1 . 1 I 9 CD 0. 6 .y'O d`S Y� N - _ ,.- _:Z.C)_l ._, I. Y1_. t:. A,- , -! I -:__. _ : - - $ , :_ i ,- ._ .. :. _.-,',- - .* � �i1... W � O • �_ . D �q +50 dd0 ;50.�000: c� rn I; � � W o AI , 3. , r-z v _ _ _ _ - 09 - - - - Q - _ . __ L 368. 0 L c � rn O 4. x rpt , , : ��: o W r.� o m I ____. __�_�.__ m ( 1 4. 6 ) ( 1 4. 4 ) - m - rn - - w _ - - - __._� ., cn '' 1 +'60. 0(10 j +60. 000 W ry x 1 1 ! 1 ! I , E I : ( 1 5 �I y� I __! _._ �._ _ t r , ._ 1.: _ _I _ EL 368. 64 , EL 368, 08x : I m ( 1 0. 4 )� ( 1 8. 0 ) I ._ W - --- -- " m _ - - - - - _ � m ' . . T ! t 1 i I . I , . I , . I 1 1 . , . I , I : , (.0 ( �, f ...�. 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I t r � I , , , , 1 f�� __ i , - • o c� I �� 1 N { ! ! . t : i i i i . ! , , ! 1 I i , . 1 i ! I ! i I -1 1 f i I 1 I 1 I , , t ; , • I i I . : .`1.. 4 r /tom �� rf,i - . _.-__.. -... - _ 1 • , I , - tI 111 1 ! : , ! 11 ! 4 . .. r 1' ; f # 1 6 1 1 7 0 00 m - - - - - - - R +20. 000 -;: - - - . + I , , �= 1 - o o I �� 20. 000,? _ +20. 000 Y-.- _ I , ,11 - 0 j i , i i t 1 1 I 1 1 1 I : , . i . : . ! 1 : p+- o �_f v I I ) M t EL 36,7; X7:0 EL 367. 768 4E 67. 8 - 91 1 i I 1 ,4 _. ...._ _ -"_.. __ _._._._. _ _ __. .... _ __ -- - - _ _- .-_ _ - - _- _ - - - - - - -- -- - - 1 1 I ! • 4 1 ©� I-, ! ! : i I ! , , t ! ^�{ 1 ° t ! ! 1 , t 1 , I , - _^ �1... • I:•i Y �� e V i V m -Il V , l 1 1 I C 0 0 v - , - -- I : . • + o 000 7 , °+$o ©b0- � X36 Ob0; o I la x • • . 1 . l I: 1 , . , EL 367.;2561 , _ EL 367. , , �- r- 7.� - z o o I I : , -tel TT1 ~r-n m O - - - • ! I 1 , t I , 1 IV �. • ! r _ . ( 1 I i ! i 1 v'1 I -� ( � � �/� {_'' - .4 1_• 7 . . .." ' . ' t a ! i ! „ �' c 1 . . I , , : I , I !0 � I �1 I I . . , : I . , • . I i I 1 1 1 , - t , I , I , i m C) �y ar I ! i I , - _ �.�._ 1 I r -, r t 1- I- z z - - -- - _ x,-- !- 40.-000' , 1 o +40 , > I- #� -t s :r� § 6D .; 27+ 60 Rt Rte 66 *,_ D'7� ' _. "� 0. 000' T �: 0' D rz L, 7. 21 Q P'1 EL _, 67 1 FL 36 68 _, i 1 Y TAPER E 36 _ 36 ©. • -n I •. ! mo D � I .b: � ; , r � , . 1 1� 6 Q �! -� I - - rn- r 510. 00�� , : ` 45 �.`�° t ' , 1-, 27♦ 0 4 20` - Rhe 66 I „ I'. I , ! I _ ... 0. 000 +50. b00 m R`t ! o �" EL 3 7. 142 L 367.6 6 . C7 EL 367. 655 B E I ME D I A_NT A P _ ry cn W- c Z - __ . _- _ _ - - - -- _ _ _ _ o a - . 8 o► t 1 � � � � � D , Iw t x I V 1 ' i I . ! ! I --- 60:000 }60. 000 ' +6 - - . ; N � , . , EL 367.62 � ---, o El. 367 06 ,- o E 367, 581. .._ c� :_ - I : : : a1 E I I, I `�. C : ' '' : -` ; `�^ W p p 0 +7 m ti +7 I ' I I 0. 000 I 0. 00G11 ' cn --+ ` EE 367 0 , EE 3 E� - I �' m O ' r , , { , II , ! t f I 1 , ! - . -- - -- - - , - -_ I I 7 7. 36 . I 36 � o m �� 1 . I . ' I O 27-+'76 3. 60 Lt Rte 66 CJI,' ; . , I 1 . t ' 1 . : , i I (Jl �► 1 , i m d i i l f ! 1 1 , i 1 I . 1 1 1 J f - - , . 4c :- -,I- r ;-, BEG1 N MED 1AN TAPER - ft! ! +80.000 - +80-9000' N ��$O. 00b I J _ � �' � I �� EL 366., �4 i I EL136 . 504 I EL 367.51 , t I , , .� � ND BAY TAPER -A I., _ ._ - _ _ _ - - _.. _. I- - - I- -- - - - - .a- r. ' � Y r. I I C N /IE 000 ' _ _ _ - - __ 4 +90. - - I �. ._ +90:000 -! +90. 000' . ' rn __ _ - _ mm ` s Z � EL 366. x vs o 6 z z - l -` = - -x. I 90 EL 367. 47Q , EL 367. 479 0 - r� ;- o c . I . . I I o m - .' , cc 9 . FA O `� L _ _ _ +o . 00 +oo. o00 +oo. o00 $+oo t e 6 � ; i , t , I I I . , � N I EL 366. 8811 _ -' EL 367.4 I, EL 367.46 MATCH EX I ST I N oo �r �_ aw �� 1 - .. - I I 1 , - •* , 1'' PAVEMENT _ �,. �,, • ! + �,: I + I 000 I + 10. 000 F S .� -" 10. 006 , 1 I0. , _ EL 366:868 I EL 367. 436. _ _ EL 367. 4 2 x 6�, x °D -- _ _ _. I. oN 9 c I I 28+25. 32 j' - F � � m m .O , _m z 000 - - i" z m �� ry +20. I +20. 000 I +20.000 24. 40 Rt Rte 66 I , m m EL 366. 870 ' EL 367.427; EL 367. 445 _ ; . BC/G B 3 6 6. 5 9 I _ © ___ 8+. I � 7 �- � 4.�`f�0 11 .I +24. 000 • o Rt Rte 66 . 28 25 END AC DIKE TYPE A : CD - . . EL 366. 873 . . + x + � 30. 000 X0. 000 • r- I - I EL 3 7, 423; ; I EL 367. 439 1 5. 80 Rt Rte 66 �° I h ': END AC DIKE TYPE E �-' _ _ : _. - - o - - - - - ' o. _ I E U _ t oN END REMOV C RB �.. I 8.{36.-- _2.._90 Rt Rte 66 �m I p I p • � W d MEDIA TAPER 0. 000 0. 000 _ r N I EL 367. 416; EL 367. 431 N , )_ ; _ , _ - o - ©- - 2$+ 33. 04 2 +33 14. 9 Rt Rte 66 I 50. 000. I.9. 86 6 6; 86 . + _ _. +50. 000 _ Rt Rte �._ �' , . PRC/GB 366. 69 --� ( EL 367. 404, I EL 367. 426; _ _ - 28 0 7. 80 Rt Rte 66 X v. . __. , I - 0 . 1 , 28+43. 52 y MATSH EXISTING PAVEMENT or� ., • ,., : , r _ . ,_.._ I I o . 1 '3. 70 Rt Rte 66 ; . 1 6, 0 _, c r,. , - _ - - - I +60360041 I E6036� 426 . _ _ _.-.,._-__-.-. s z - _ . - - _1_. -_ _ __ EL 7 6 L EC/GB 366. 84 0� r- ,_ I . I . .__ 28 50 Rte �66 ;t m M CH EXIST NG V' _ t l Fr1 - �� , . AT I - ... _.+70. 000 ._ - +70. 000. ' _.. 1 . cn z . 1 1 PAVEMENT a 0 EL 367. •I' - EL 367. 42 . . 28 +58 2 40 Rt Rte 66 -+ o ! I I . I END M D I AN TAPER = Z , �� . , m ' +80. 000 +80. 000 - * D _ _ I . _ _ . _ .E _ _ _ L 367, 405 EL 367. 403 ..... � o I � - : . ! , , . i ! +90. 000 +90. 000 I f n cn z EL 367. 388 I EL 367. 383 ; : 28 +92 �Z. 40 R • Rt 66 _ - _ _ __ n o 1 0 I EG I N. .BAY TAPER I _ • B ., i; Ir L C w "j` I I f r 1: I * SEWS! z , Z - - - �w I +00. 000 I +00. 000 `' j, 3 0 EL 367 385 EL 367. 378 { , : ; a i ' .A � z o I ' I z. W A :. 1 - N _ - . IV I I ,� - _ c o ^' m°�° , ,y m - + 10. 000 0. 000. I I -� EL 367. 406 EL 367. 37 ! . _ . .____ _ ',,., - - - o - - I o N . I ! ,,I D ry� - m z = U, r- z - o C� -, - _ - - - - _ _ . �' _ _ - ._ +20. 000. _r__ +20. 000- n � 1 it �` n D � ;; • P \ m m c� r- I EL 367. 38Q I EL 367. 366 �1 I" c 1 - ry n D .. . -- - - . . _ -+ I I ' ; „ ; , `29+28 '`' 1' . 20 L ` Rt 6 I rn z c o �i o _ o �/ _ _ 6 t , ! , , ! i ! , ! { 1 11 i! ! I 1 I I f +30. 000 _ 4 tl. 000 _ _ O v, „ 1 , , . 11 T 1 - t ! 1 t ! 1 , , ( 1 r , , , ! , , 1 I 1 , F ! , ( i { , I , , ��' t ! • TI END BAS APER I . -- -� 0 m 1 _ 0 1 { _, f _1 EL .367. 3. 6 ; , �� L 367.,3 7:.� , - ' 9 : _ I , ._�. .. o -� 1 f-. i f i i 1 I I-. 0 1 : ,e 11 1 I !�. I : i: -I-,; ! ! , , 1 1;I-, i . 1 ' t . , , •-! . , , l-I 4 f � y z H ;o I I I ; I . 2 m " a m p p- I . I , 1 I Q I , , , I ...�• v 1 . . 1 , . . 1 i , . . t I I I ; 4' ;� 2 cc o Z n r O 0 0. 000 0. 000 . n - - - j. o t oz � � EL 367.354 EL 367. 347 ! MA H NE STA 29+40 SEE SHEET L - 5 tO m _ , Ln " . (A �O� DM� r -•I ! 1 i ' ! t I- N m - I , I !-, 1 . 1 ; 2 ' I . , . , • I I , i - : l l 1 , I i , l 1 , i ! F , ! I t ' 1 , : -- t 1 1 s i I { t , 1 1 t , 1 j c I t { I I I I i . I _ _ i Y r_ t l _ i __ S I ! ) 1 !i I I Y ! 1 I i _ ( I 1 ! _ I _ _ 0 O O i I . I , I 1 1 1 I- t . . 1 , ' :�, I- 1 I I i , , 1 1 ' ! , I . , , 1 i , 1-, I 1 1 s _�.Z7 2 0 - � 5. I y m n I„ Z ! I y1 i r ' ! �I fn -I , : 1 , 1 . , . , , I : . , 1 . 1 , . 11 , I , I � I • , I I 0 I m W W W W W W W W W o o -b o D T T _n V/ � a) a) a) C) � V' � W O-4 -J OD CO -4 OD � -�I OD W N o LAST REVISION 06- 1 6- 98 DATE PLOTTED 0 27 JUL 1999 TIME PLOTTED 0 1 4e 42= 2 I ii i 0 DESIGN OVERSIGHT CALCULATED/ DATE DESIGNED BY REVISED BY 0 X X X X X X X X X X X CHECKED BY DATE REVISED m 1 to N c a W W W W W W m n 7 0) � OD m � OD < , - I . I , - ' I I , i , f , , 1 1 . , , 1 - . . , : , , , , , 1 , ' . , ' . , , , . t : , I , f ' , I W , • , , , 1 , . . ' , : . I 1 , 1 . , i . , ' : : S , , , . I , , ' , , , . , 1 : , , , . . . d I I , , . , t , , ' 1 . , f , , \ �� t 1 ; , ' 4 _I 1 1 ` ' I , ! _ I 1 f 1 - i ( 1 1 ,CO - . t ( . , , I , A t-I 1 I 1- _.1 V , I- f 1 I I 1 I , , r ! . , I : , 1 , f 1 : : i 1 ! t ! : I 1 i 11 , ! t I , I . : ! , t i 1 i , I t , i t f , t I , 1 t I , 1 1 I t I 1 7 1 t fl i i -' 1V 7_0._ ti r i -i_ I __I 1 I - 1 1 - t - »I !_ 1 t _ 1 I , 1 i• 1 j_ I i ' 1 I L I I ,. t ! '-V ^� I/m ,/'�.,.'1.r ! , I r�: ,- , f „ t i i „ r - i t 1 I I . , , 1 , f i ' . , I , f 1 . 1 , . I , t t V N�/� 1 - R , , . I 1 , ! , : . 1 , , i : 1 . . ; t , I I ! 1 1 I t ! i r t , ! , _ 1 . 1 1 ; , I ! ' , l ; i 1 , I f ! I 1 1 1 1 1 > i i 3 I i 1 I l 1 i _ _ M t _ , t_ 1 t , s , 1_ I L f_ 1 , i , 1 , I t i t _1_ 1___ 1 i 1 I _ r t i t f , I i 1 _ f 1 t ( 1 , i 1 1 I ' I , I 1 ' ; 1 I 1 11 , I 1 : , , I 1 ! , , , 1 t I ,� : I ! 1 , , : , , , , f i 1 : , I 1 ! 1 , , , 1 I , : 1 1 : t : : : : i 1 ! ! r ( , S +�[� ' _ _' '_ ' ' , i `, I f I _-i- r i_� -f 3 - 1 1 f _I- - 1 - �- _ f 1 �_ 1 1 -I I I -1 i -I t i- -r -I I _t' s , , I : I , , , , i . , , . . ° i , i i I ! 1 1 1 1 , , , i S , , : , : I I 1 , , •- - '�-, „ - - +40. 0 i l , i 1 , +- ;_, +4Q. 0 - ; t ; _t , : -', MATCH LINE STA 29+40 SEE SHEET L - 4 00 0 „ EL :367.354 ! I I EL 367.'347' 11 , 1 1 , ! ! , 1 : ( 1 ( : A i 1 I 1 , I 1 I I ( 1 1 1 , , I I l ' r•+fi , i . � , , , 1 1 1 , .�i 1 ! . ! 1-I I , I , 1 I t t�: f �I I \•� .�.i'.. P ,. ��.i l\^{.�.:...+�;.- ..�.• t 4 , i , t I •. 1 1 1 1 1 , I 1 a t , , , I • Y 1 + t ! , + , , t 1 , �,I F '"/i `r. I X 61 ' : , ! : 1 I ', ': �, , +50. 0oa , t ,i , I I , o. oOQ 1 1 ; , ., "\�. f I. i. _ _ _.-. - __ _ _ _ - , „ 5 .% ( 6 ) I ' : ' % EL :367. 349 1 EL 367, 339 p p{ `' I , r ' , : , I 11 - _ , , i , I I , i , I Q - t 1 {� I. 'i _ j _ _'_. __- _ _ _ _ __. .-'_ __ _ __. _._ __ .__. ___._____ . ._ _ t,.. mm W ` 1 1 , : ,� Y ��- I 4 2 ; : I ; . , , , , , , �. : , , t , . I 1 , , . I : . , , . I 1 I , i f I , 1 , I . , . , 1 .. , { y 4< - - __ m + +so ooa I 1 - w. � - _ --� 6 000 -- - ,-a-, _._ - _ ; I '. I ;��*� I I <2 . k rH . " „ '. ' ' EL :367. 345 : . . Il l . EL •367.;333 , : , : . w i� 1 1 mf ; . , Q: I r' i 1 _. o r --� --� -I �7 - , , ^� err z ; 1 o +70. 000 O m +7 . . . - - 0. 000 �0 G� EL 367.'337: y ,, EL :367.321 (D I 1 Z co r I 1 XI 1 '' { o ° ; , . - - _,._._ - .. - - - .- - -- _ - -- - - - _ _.. - - - - - - - - - -- 4 .._ 7 'Y , 1 . , , , i ' , 1 0 1 1 1 , i : , I . 1 , I . , , , , ! , f 1 , - -; i , ! . R- 1 I . -�_,fir.._ 0 80. o00 , .d . { oo ! 1 C EL ,36. 336; � C7 EL 367.:3201 t t ' , I _ _�;7 �• ,e I rn I b oW; _ A fn C7 I o o = -- • - - - mrn , • ,�` `- - z� - i + C7 ad C7 fT1 " -I , ' t7 o ,i;,=-. 1 r; n o ; T I 90. 000 ; 0. 000 - - . ria . ._ D -,-� 9 - - D -._ - m , ' „ EL `367.:338 , : : 1 ; , EL 367.320r � l , , , ' { ; , -' a ; t, _ - . _ - - - - I - . Z T 1 ry „ s l ; C'j ,_ I p ,� k T +0 000' U' ; , ; : , : . �. +00. 000 , , ! 1` . o � +'! , : ; , i ' 1 EL 367.3151 j , . , 1 � EL 367. 297 ; �,�,. I� w � . g _ r - - - - - - - - - - ` --- ---- +07. 000 ; 1 {- +07. 000 f , 1. , ,1 4 r z I !, • , . „ � I EL 3fi�. 293 1 I EL 367 271 11 , ; , , , ",----, - t - I , , I , I , , . , I , t I -f _ _ 1 1 _ 1_, r 1 I _ _ _ _ _'�"'-+�'-�:_f __ i r.,.: -',--I- __ - -, • _ _. _ s , ..- _ _ _ .. _. -, f , , f t , • : I 1 , 1 : , t t ,( ` :�I ! TN 1'�� rS t , I.\-.' 1 7 t I I 1 •i i s I 1 : I f t I l i , 1 t I L, i 1 •.t , t t , ! , I I , I I : ' 4,rh_ ":) - ..\ V f }* _I' ` .j I, _ : ,^ , `+ p f'r'y_ I , i : ', I , i ! � ., , , g : I '. , t I : 1 1 f i !-r 1 ( i- 1 , ! I , � I i � I a � i ! i I f � � �L►. __ ':.�P - - I ] 7 ' { ! t I I 1 1 , ( I I r I ! 1 t , I { I , I 1 :, 1 7 1 I 1 t , ,! ' ! I - I ,._! .,- »i..._ _!_I ! 1 t I 1 % -. -- - : � ___ _ __ _ _ -_ - _ _ - _. _ __-'- _ _ _ -- - - - - _ -- �y �� r,I t , 1 , , : 1 , F , , t 7- : 1 , , : I- , V.1 4 !- , , , 1-V f , , I , I . 1 , l 1 1 1-. 1 -. 4 \,' '�J I, `v �: •�� T^ ,. .t.- ! I , i s , t , , ! C 1 r f , i f , t r t , ° i f ( ' : , , 1 , i t l 1 S 1 1 , 1 ' 1 , { 1 ; 'T-,-..T,» ,,. ! i . } , i 1 , , ,I t i : I I I I t l f s I , 1 ' - .r , , , I t . , ! . . I . I I , 1 : , , , I i!i _ '•�'.- O 1 I ! 1 1 1 I i f f 11 { i _ I , ) I I I i f_ 1 1 1 1 1 ! I I I _ I- , I _i _ _ - _ • / 1 :r • }.. • ' . I , , ! { . I l l i;- 1 0- ,- i 30+20 731 P I , , , , i i ( ' 1 , , 1 , 1 ' f i ! i , - I . , , 7 i 1 1 , f , 1 1 , { , I � � (!1 •� ,�� +• I 7 i I ! 1 i _ 1 _ I , _ t , _I I_! I i i_t f 1 , _ , 1 t_ , 1 1 _ w' _I i , I i , I I 1 4 7� i --i i t i , i-! - ,- f } , 1 i , , I i i 1 1 1 •-! f ! t-,-i , , 1-. I r i . i- , ! , {' r t i l +__ , i-a i �._ -7- ,.,- �,'. i 1 ! : , : I : ! , 1 1 , 1 ! 1 , t I ! t 11 , I I , 1 1 , - j _ `1 , 1 i , I I I I I : I f I I { i 1 , I t I i f , i t i , I 1 : , , f , • I I , . I i , 1 , 1 i . , I ! :. . , 1 : , , r r 1 , , j 't .-.. I , �.: _ _ _ A N AVENUE -� I , i 1 , : , ! , , 1 ! 1 I t I I I i , t _ 3 1 I i _ , 1 ) - -- - - -- - - - - - - - -- - -- - - - - - -- - -- , I --- ,� R M� A I 1 I�I I f- vl t ! , , t I 1 { I�, 1 , ! I , 1 I , ! . i , , , , 7 , I 1 , 1 t- , , . r 1 , i_ ! 1 , , , . : : . , i : V I- , S I � , I , l f , , r , I -t 1 i , i 1 : , i ' "� � �., �� _"� 1 f 1 _! 1 1 , I ) ! I ice. I . . , I I I : f ! 1 ! ' , : i . I I . , 1 -1 i 1 i I , , I , I 1 ! I I , .r_� _..` i ce• - L 1 1 r 4--I-I-I L- _'- I- - " - - - I - 36 -1 > i L_�..� �. '..�._ I _ , _I_ _ .. _+3h. -U I_L t_I-1-c;- _I t_ , !-, _, _f 1 6 -+-. t.J.; �r�^ ,� 1 I , { { 1 , .-� ' , i : I h i 1 f , ,J{J• 1 ' 1 f t �I i I 1 i� �../��I I�.n� • _ _ _ _ V t , ! , I I t ° , I I I I i 1 1 t , I l 1 { r 1 1 I ' I f ! , , t , iw.y__ _. , ` EL ,367. 1�30' I Ii , � f E� 367. 15p . I , I ; , , , f , , . l . s (D : 0 DESIGN OVERSIGHT CALCULATED/ DATE REVISED BY DESIGNED BY X X X X X X X X X X X CHECKED BY DATE REVISED 0 m 1 to N 5n j a) 'J co OD m _ 7 ! 1 ;-! 1 1 I , i r- ' S , ,"i 1 I t _.r 1 ! 1 I t :-, -t X80.'000' ' +80 000 ' MATCH L INE STA 32+ 80 SEE SHEET L -5 EL 367. 207 IEL 367. 235. , , ;_; ; ' , : , E 14. 7 ) ,( 1 4. 6 ) i , � lot , ._! 1 1 ! r :. 1_; ! -1 _ _. 1 1 1 1 1 1 __ - _' 1 I _ i t_ - 7- '- 1 - - _i- '_' R 1 1 t I I I -i I-i I _1 7 t a: i 7, 1 , r 1 , d 1 �1 A l ! , 1� 1 ) • S .. 1 { _1 1 1 ,-S - , -1 i- r .� • `r r.r ('12. 6) ( 2 5 ) � �i1`, r: i 1 1 1 I I ! , � � ' , t , r ! i i _ +90.000: '+90. 000' i t 4.�3 EL 367. 284 , , , : ; - , EL 367. 314, : µ; D „ _ I { r , r ! ( i . , 1 i i ( � � i 1 1 I , 7 • I I 1-f ! r ^1. 1- ' -T'v- �• 1 �i�i I V .�! . . + 1 � I , ; 1 +00. 000, 1 33+�00 2. 155 Rt� R�_to� ��6 W _ }�:_O 1 . 1 i _'_ 1 S L i_ 1 _ L y 1_ i w y�7 _; EL 367.370 ; " ; ; ' ; ! EL; 367. 3991 ��Gff1 � AY TAPER ' T�,//��, r , r I •�•• I I 1 , , : I i : , , I t I r t ! I , 1 f i f , { t '. 1 t I 1 f : 1 1 I I , i 1 , ' , i _.. .•. ��'� %� �� :- I r , : : Fr- r ' - - EL 367d473 ; '. -, . EL 367. 488 ` • - -- - - _ /� /'''�i t _ _ , ! _ , , r I (/.��,1r1�..,_L. 1 I _. /��-. ' .. .-., � ! I f I , ! t , _ _�_ -- _ 1 1� , t , i ! � I - t r 1 ! 1 � , (.�' ._., i /�1 I CCC � � J ,. '"•. �! , ,� � V�' +'20. 000 i � `, I , z 20. 000 20. 33 +22 0. 0 Lt Rte 66 33 +23 c� c, O — EL 367. 589 Q M EL 367. 570 END BAY TAPER , c _0G7 � -� CTION _ ._ _ :.._ _ _ _ -- PHASE., 1 , r, �! , ! 1 1 I _ _ t_ 1 f _ t l _ I _ _ i+ 1-I t I i _t i ? t } . !� ,-�� ! 1 i 7 :-1 t i t t r I 1- �-�,-� ±�� , �,�i t i , i i ! ! ,�t t ,-i 9 I 1 �I 1 �� , _-, � mi v' + �- ��7jj + � � � 1 1- 7 :z 3> m 0 � � ' � 1 , i { i»I ! , r m 1 • -, t f .-.1 i :-.I i i I � ! - i� • � II , rti �VOI i � 1/ r y� , z -.i r 1 i i i r , 1 r t- ' � ,. r 1, rn D O Z I , I 1 1 7 1 r , r , ! 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( ._! i ice' r 1 1 1 r 1 i y 1 , 3 1 { I { , i , 1 I-, I- ! 1 , 4 r 1 1 r I ,._, _i .; .i- _ I , f7 D I i1 t t k q m D O — , 7 11 , � 1 m I , , a r—m , , - z � 0 • N - , : r , , j1 r N m , � rm O - - - - - - OD r - .. . _ . _ .. _ . .. _ . m s- W z ai D ! I .. _ N _, -. -_. 1 I -t_ { .-. _ __ _ _ ll 3 1 1 1 1 1 1 t i t I ( r-Z�1 S 3 ft� n D 1 -! 1 1 i I w 1 1 i 1 I 1' I i , I i , 1 , 1 , + m n m-4 Q C7 '�t -i 1 1 1 i s ! , t I t 1 r { , { 3E m z 1 , 1 1 rn c*) f�1 � z v 1D311. W W W W W W �o �" C) O) 0) 0> O> a) g{ —4 m _J 00 mm I LAST REVISION I 06- 16-98 DATE PLOTTED => 27 JUL 1999 TIME PLOTTED => 09, 45= 07 No. DESCRIPTION OF REVISION DATE CITY APPROVED qA CITY OF RANCHO CUCAMONGA e •ic APPROVED BY DATEo C I TY ENG I NEER 2- .L L 4z LN \.��l t 1 L C RCEe � 2495 PLAN PREPARED W-1 R COMM NDED 9vawt ASL Consulting Engineers ,LQ,9 y EARL T. a� 225 WEST HOSPITALITY LANE MCARTHIJ SUITE 206 SHEET N,, 44532 SAN BERNARD I N0. CA 92408 U,,6-30-01 * -f OF 7Z ?lF OF CAU //// DRAWING NO. R.C.E. N0. 44532 /)� DATE FILE NO. 0 w m > p w w c V) w wQ W x 0 8 " SEWER 6 ' DEEP z a P #867 - E - 761665 > I o Q I OVH ELEC. 3�q " GAS 2. 5 ' DEEP I " GAS 3. 5 ' DEEP Q P#869-U - 782995 P#81 - 7 -US -0337 W CO M z 0 -iw w TELE. 3 . 5 ' DEEP A > I CTV 1 0 " WATER 4 ' DEEP # � � �� P#873 - E - 764053 P # 88 - -UL -� 1193 -i v) w P 870- U- 7834 15 11 ( �' < w C) o v - i f t, f fI L I f I I G.. S 3. 5 ' DEEP f f I N OVH ELEC. & TELE R/W i - - - - - - LD _ w - - T , T-- . - -� ITT - -T _ _T _ _ _ W W - --T W v, � � v� � h � - - w - 3 W W W T v, �C - - G - - - - - - - - G- -G - - - _ w x R6UTE 66 G < G G G - �� - w w 1 Ln > - - _ - _ __ o r z x 9 I0 + 1 c� o _.. .. W W _-_G j1 'I I 10 WATER 3 DEEP y - a I MATER -..2. DEEP P'#90- N UL - OC28 GAS 2-N, 5 DEEP --T P #869-U- 782941 r I " GAS 3 . 5 ' DEEP ELECTROL I ER & CABLE I P #880- U- 788659 6 " WATER 3 ' DEEP P #86 - NUS - 0079 dl 0 rn J Q ti NO n n u u WW F- 00 00 J J Q_ d ww UTILITY PLAN 00 SCALE 1 : 500 o m ALL DIMENSIONS ARE IN `� I METERS UNLESS OTHERWISE SHOWN U _ 1 W I a l0 J O FOR REDUCED PLANS ORIGINAL 0 21 1 410 - 1 61 � USERNAME => DFLTUSER DC-OE-91-PF (REV. 3!58) CU 12209 C A EA 0 250 FORM SCALE I S I N MILLIMETERS ( 1 DGN F I LE => . . . \U01 . dgn No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA e tric APPROVED BYE ! a DATEi CITY ENGINEERRCE '249 PLAN PREPARED �Yj RECOMMENDED ASL Consulting Engineers A"( 01ci EARL T. 4 225 WEST HOSPITALITY LANE MOARTH I SUITE 206 SHEET w,, 44532 SAN BERNARD I N0, CA 92408 37 oFJ� E,�,6-30-01 �lF OF CAU �////� DRAWING NO. R.C.E. N0. 44532 DATE FILE NO. (D D w >— 0 m > p w w IY 0 w > �-- w Q w Q a o IV Q J CL 0 cr � m m = I 6 " WATER TELE. Q o TELE. 8 SEWER 6 DEEP U c� P #81 - 7 -US - 0905 P #89 - 6 - UL - 1137 -i z w P#88 -6- US- 1389 1 I I F -i — w '`�� I P #_8.3- 7 --IJL - 4191 M � I i 1 LLI Ld _ - -, w . ..- n .. _ u__ _._ _ . __. - - - - - - - - - S - =-S w _ T -�6 w w 'W - —� - �= G _ _ _ _ 0 o _ v + + z x N I 13 15 i Lc) — w Q Q o i- - - - - - - -- -- - — w-', zz �w __ — — - -� R/W t _- V i �a T jam- 2 GAS 3 . 5 DEEP TELE. 2. 5 DEEP 4_, EEP P# 84 - 6 - UT - 0304 P #89 - 6-UK - 0657 P #89 - 6 -UK -0657 SEWER 6DEEP P #881 - E - 767239 Ln J -7 Idl N O n u n D w w F- I-- 00 - OO -J J d d w w UTILITY PLAN SCALE 1 : 500 CO ALL DIMENSIONS ARE IN - I U - 2 � > � FOR NOTES AND LEGEND SEE SHEET PD- 1 . METERS UNLESS OTHERWISE SHOWN - a � J o FOR REDUCED PLANS OR I G I NAL240 60 80 USERNAME => DFLTUSER FORM OC-OE-91-PF (REV. 3/88) SCALE IS IN MILLIMETERS I I 1 I 1 I 1 DGN FILE => . . . \uO2. d9 h CU 12209 EA 012501 No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA 0 ric APPROVEDBYE ` . DATE, � CITY ENGINEER L % em RCE ! 24053' PLAN PREPARED B RECO NDED ASL Consulting Engineers EARL T. 225 WEST HOSPITALITY LANE ilk MCARTHUR SUITE 206 SHEET 44532 496-30-01 SAN BERNARD I NO, CA 92408 3$ OF _7� �fF OF CAVA\' /� DRAWING NO. R.C.E. N0. 44532 I DATE FILE NO. p W N m > p W W cr- V) W > F— W Q Ir p W F-- Q p W W z I W W 00-1 > a UJ COcn m < 1 z aw p a Jw w z 11 , z 10 WATER 3 DEEP � A � D � Y 0 J II U _ v ,; — I l - J0 w � � P 85 N-MC ~Q856LLJ J � i I � A 3 . 5 DE EP p 3 G S U � r AS ( SCG ) ' 3 " GAS c\' A r ...: - _. _ .. _:_P 3.- 5 ' DEF-P 1 oEL _ � .. _ __ _ _ - - vy T- - T- - T- - T- - _ T- W— = W --___�_ _ _ W _ _... _ _. _ .w IAI_. W W — w — �_ W - - - - - - c� w ir w _ - 1 I z + — - - _ — - - - - - — — — — - - - - - 47 17 18 w x Ln -7- W W W ROUTE111 66 W W w z : r �r I ORM DRAIN ELECTEOLIER & C aLE 2 ' DEEP 1011WATER 5 ' DEEP P #81 - 7 - DD - 0438 P #85- 7 - UL -0181 P #84 - N-UL -0590 i- I r i 10 " SEWER 5 ' DEEP P#83 - N -UT - 3849 J ") O N - n 11 11 ww H H F- F- 00 J J >� d Ww UTILITY PLAN oF- SCALE 1 : 500 0 00 ALL DIMENSIONS ARE IN - ' FOR NOTES AND LEGEND, SEE SHEET PD- I METERS UNLESS OTHERWISE SHOWN U - 3 cr r- I Q � J O FOR REDUCED PLANS OR I G I NAL20 60 80 USERNAME => DFLTUSER FORM DC-OE-91-PF (REV. 3/88) SCALE IS IN MILLIMETERS l i 1 41 I I I 1 DGN F I LE => . . . \UO3. d o CU 12209 EA 0 1250 No. DESCRIPTION OF REVISION DATE CITY APPROVED X ,. CITY OF RANCHO CUCAMONGA uric APPROVED BY, I -'� ;� DATE, CITY ENGINEER /�/L�.�, �� L� RCE J/249S3 / PLAN PREPAREb BYE RE�rV �V`"NDE � +�w� ASL Consu I tf ng Engineers , t EARL T. 225 WEST HOSPITALITY LANE ' MCARTHLI � SHEET SUITE 206 , 44532 SAN BERNARD I NO, CA 92408 4L 6-30-0�rE OF OF CAU L\! / DRAWING NO. R.C.E. N0. 44532 DATE FILE NO. (p D w V) GD p w w w I) w > F- w Q � D w 24 " " WATER ui ~ z o z ELEC. 5 ' DEEP Q P #UM- 3414 1 5 " SEWER o o � r P#DP - 1 1 1 3 I CTV 4 ' DEEP TELE. TELE. ao o ( = w P #UT - 4 153 P #UL - 1225 P #US - 085T -� w 1 0 W A.T E R I � � Y l I 8 " SEWER { YGAS -i V) w P- A. _ l a w = I r _...�. P E - 0496 - 64 I G p _ E - �' i i # �6 PCU 7 L� TELE. 5 ' DEET' ''1 I _. ,_ i T E\ E. 5 E E P _. _ ,._.... .._... u. P #UL 1 060 11 I w P #US-0303 -- — — — z -� --- l - - - _ - - - - - - — - - - _Nvw - S S S _ _G cnG -� -G - G G G G G G G - - — - - + _ 1 O0I2:z — — — — — — — — — — — — — — —— — — — — — — — N cn LLI W 7 T T T w 4 " GAS ? I 1 w r I I II + tlk-'- WATER 3 ' D EP a i — }} P r 6 " Wil�TER 3 ' DEEP P #U- 787048, 1 1 TELE. 6 ' DEEP ` --I- 5 " SEWER P #U- 1 8 7 0 4 8 P #UT - 0373 Y4 " GAS SERVICE 6 " WATER 3 ' DEEP I " WATER 2. 5 ' DEEP P #U- 4787 P#UT - 1582 P #U - 787315 - N M J :3 00 ti0 N - nn u u 00 ww 00 J J as ww UTILITY PLAN o 00 SCALE 1 : 500 0 C CD I ALL DIMENSIONS ARE IN U - 4 cr w FOR NOTES AND LEGEND SEE SHEET PD- I METERS UNLESS OTHERWISE SHOWN �- KI a �o J O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 U1 ERNAMF => DFETU5ERCU' I Q FORM DC-OE-91-PF (REV. 3/88) SCALE IS IN MILLIMETERS I I I I I I I I I DGN FILE => . . . \U04. dgn 1220 J EA 0 1250 No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA e tric APPROVED BYs DATES CITY ENGINEER � i� LL� _� j�C�� RCEi 24953 PLAN PREPARED 9Ya RECOMMENDED ASL Consulting Engineers EARL T. ac 225 WEST HOSPITALITY LANE ' MCARTHUR � SHEET SUITE 206 , 44532 SAN BERNARD I NO, CA 92408 Ex0.6-30-01 * 40 OF-72- �lE Or CAU L! Ley//// ll'J <-� DRAWING NO. R.C.E. N0. 44532 DATE FILE NO. (� W m > p W W L/) W > F— W Q W F— Q � W o � W ao m 0 ELECTROLIER & CABJE Z a o W mZ Y P #UL - 1 253E > , U —V) P #UL - 1 235 ( Q " WATER 4DEEP RISER I Q,II WATER 4 DEEP OVH EIEC . I I Uo v _ Q - - P#DP - 1244 - PDP- 1244 vv 3�a " GAS ; 8 " SEER I i �. . � f�` r,_ '_ o 1 TELE # P #U T I 0 3 3 �C ,__ _�. ..__._.. . . - '_r... e a__�, �_ . _, __ _ M�_.__ �_._._.� a ..� ' I o P U- 78 1 2 I _ _.. f - I f i . f H. P #MC -0200 sa_ . - CD SI I , R/W LIJ w W I+ li . — — — — – - - -- - - – - - - - x — — - –-- — w -" n H F y 1 V - - - - - - - - _ - - - - - - - - S w T" S S S T :. _ . T w r _. S S S _ _ S - - - S _ _ _ - o cn 0 _ _ _ - z00 ` + __. x ~ x ~ _ Ld z t z T T _ - �T- — � -T - - - - - - - U . r U e __. t. _ - �, t t I Q _ R ; CH t 1011 WATE I I c J IO N - n II 11 0 WW H 1- 00 J J Q_ d WW UTILITY PLAN SCALE 1 : 500 rn ALL DIMENSIONS ARE IN 1 FOR NOTES AND LEGEND, SEE SHEET PD- I . METERS UNLESS OTHERWISE SHOWN Q J 0 FOR REDUCED PLANS ORIGINAL USERNAME => DFLTUSER �! FORM DC—OE-91—PF (REV. 3/88) SCALE IS IN MILLIMETERS 1 1 20 I 40 6' 81 DGN FILE _> . . . \u05. dgn CU 1 2209 EA 012501 No. DESCRIPTION OF REVISION DATE CITY APPROVED _. CITY OF RANCHO CUCAMONGA e tric APPROVED BYsr/ (T / DATEi CITY ENGINEER of I /��'( Ccc�i �c ; Z L LC RCEi 24453 PLAN PREPARED EfY" RECOA,�,�EaDIN`� c ASL Consulting Engineers yyt�--AA ll EARL T. 225 WEST HOSPITALITY LANE ' McARTHUR SHEET SUITE 206 44532 SAN BERNARD I NO, CA 92408 .0 E,,,6-30-01 -41 _OF 7Z- Or LOle CAVr�� DRAWING NO. R.C.E. N0. 44532 n /_ DATE FILE NO. 1 `� (�/ -1 jig0 W N m > 0 W I W � L/) W > H W Q rz O W Q 0 4 " GAS w D TELE. Z 8 " SEWER 10"SEWER j OVH ELEC. 6 " WATER P#UL - 1 225 6 " WATER P #E - 763866 o � P#E-762771 Q P #CD - 3130 P#CD- 3130 wm m A a o cn w O U c� � �I g '; - I � _. ... _x.... .. 4 t SEWER . _- ., ;I 3�4 �� GAS 2. 5 ' DEEP -i V) w 8 " SEWER a w = P #E - 763866 ------ TELE. v o v 3 GAS # _ :961 ; w ►; ! K.__. F. - ; I P #UL - 1 225 TELE. # PE.. 76 .., I P} U - 782666 << _ � �- P #US 08 2 P U-,7055G i 0 ._._ . _.... _. .. _ ; z i cl- I F ti ='N! - , i ! I a 2 GAS 2 5 DEEB. ,, � - ,.. f - I - - �..: � �1 �� ' P #U 78.5.962 w — y �� _ --- -_ _ _ __� - _ -_-_ _ _ _ _ _ _ __ _ _ -_ _ _ _ H OHE . ... ._ �# _ 0 —OHE— 0 E 0HE i �C cn - — — T— — — 0 T — — - - - T- -- - = =T - - S = =T - - S - - — =T S- - - - - - - - - - �-- - - - - T— - - - - S - - - - S- - N w S - _ �O Off— _ _ I Tom- _ _ _- - - = - G- T - Vel - - LLI 0 04' .. z .... oD _ — — — — — — — — — ,c\j 33 34 Off, I w I � cl LLj r� _ r t sy.r QI / F !� it u 4 W TE R W TELE. 2. 5 ' DEEP P#U - 4052 i I ( 2 " WATER 3 ' DEEP 1 0" WATER I P #US-0282 4 ' DEEP P #UC - 0056 P #UL - 4020 - N O J « D t` O N - n I I 11 W W H H 00 J J W W UTILITY PLAN 0 SCALE 1 : 500 - rn I ALL DIMENSIONS ARE IN U 6 FOR NOTES AND LEGEND, SEE SHEET PD- I METERS UNLESS OTHERWISE SHOWN Q � J O FORM FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => DFETUSER SCALE I S I N MILLIMETERS I 1 I 1 I I DGN FILE => . . . �uo6a. dgn CU 12209 EA 0 12501 9C-0€—�I—PF 4R€Y� �>/�a9? CITY OF RANCHO CUCAMONGA IRRIGATION NOTES DESCRIPTION OF REVISION DATE APPCrTy ROVED:: IRRIGATION LEGEND (PHASE ONE) NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CCWD, IS REQUIRED AT ALL POINTS OF CONNECTION. THE CITY O RANCHO CUCAMONGA METRIC FLOW L Min. RADIUS CONTRACTOR SHALL MAKE ARRAIGNMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER. CONTACT SYMBOL MFG. MODEL DESCRIPTION K Q THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. VAN FULL HALF QTR. R M FT. P APPROVED BY: � � DATE: TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER FOLLOWED BY A MASTER VALVE. ALL �1 RAINBIRD 1812 SAM-PRS-PCS-030-5 30 cm POP-UP SPRAY - - .76 .38 1 ,5 5 207K CITY ENGINEER ✓� =L �CCGN , G L.�G{. RCE: W V RAINBIRD 1812 SAM-PRS-8 30 cm POP-UP SPRAY 5.87 3.97 1 .97 .98 2,4 8' 207K EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, MANUFACTURERS RECOMMENDATIONS AND LOCAL CODES . ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON THE SITE BY A PLAN PREPARED BY: RE t� 0 m 0 RAINBIRD 1812 SAM-PRS-10 30 cm POP-UP SPRAY 7.95 5.98 2.99 1 .48 3.1 10' 207K REPRESENTATIVE OF THE CITY. � RAINBIRD 1812 SAM-PRS-12 30 cm POP-UP SPRAY 7.38 9.60 4.92 2.46 3,7 12' 207K LYNN CAUINC ' BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER t �.. 3822 CAMPUS DRIVE, SUITE 120 SHEET RAINBIRD 1812 SAM-PRS-15 30 cm POP-UP SPRAY 10.5 - 7.00 3.48 4,6 15' 207K POSSIBLE. NEWPORT BEACH, CA. 92660 THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY O RAINBIRD 33 DNP BRASS QUICK COUPLING VALVE, W/LOCKING VINYL COVER-25mm SIZE, ,� R.C.E. NO 2314 !WING NO. AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICT BETWEEN THE SPRINKLER SYSTEM, WITH 4 KEYS TOTAL PROVIDED WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND EQUIPMENT, AND ARCHITECTURAL FEATURES. MAIN LINE INSTALLATION: 'rF OF CW DATE ME NO tp 9(0 ❑ RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE W/CARSON-VALVE BOX, SIZE INDICATED ON PLAN MAINLINE NOT TO BE INSTALLED (DIAGONAL) FROM NOSE-TO-NOSE OF MEDIANS, RATHER INSTALL PARALELL WITH ROAD CALSENSE ET-1 -8/12 -DR WITH CONTROLLER, W/ STRONGBOX SB-24SS/120V ENCLOSURE ALONG PLANTING AREAS. ANT-1 , TP-1, TP-110 COORDINATE ELECTRICAL CONNECTION WITH SCE 0 1(909)357-6240 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. m FEBCO 825-Y-A REDUCED PRESSURE BACKFLOW PREVENTER, 50mm SIZE. W/WILKINS-500 PRESSURE REGULATOR, ENCLOSED IN STRONGBOX SBBC-30-AL THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST, FOR ANY DAMAGES OF SAID UNDERGROUND LANDSCAPE CHECKLIST NOTE G-1 a /T\ NIBCO T-585-70-66, BRASS GATE VALVE FOR LINE SIZE 50mm AND LARGER USE FACILITIES. WATT 403-RT-RW WATT 403-RT-RW, LINE SIZE 40mm AND SMALLER USE NIBCO T-585-70-66 THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM CONTRACTOR SHALL FLUSH AND ADJUST THE IRRIGATION SYSTEM AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS © CALSENSE FM- 1.25 B FLOW SENSOR MANUFACTURED BY CALSENSE OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE STANDARD SPECIFICATIONS. >_ COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. m SUPERIOR 3100 MASTER VALVE-NORMALLY CLOSED, ELECTRIC DIAPHRAGM GLOBE VALVE IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE WITH THE 0 N WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE PROVISIONS IN SECTION 20-5"IRRIGATION SYSTEMS" OF THE CURRENT CALTRANS SPECIFICATIONS. ® PROPOSED METER TO BE COORDINATED WITH CUCAMONGA CO. WATER DISTRICT (909) 987-2591 SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER w SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO MAINLINE PIPING-50mm OR LARGER-CLASS 315 PVC; UNDER 50mm - SCHEDULE 40 PVC. PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. w Q LATERAL PIPING- SCHEDULE 40 P.V.C. INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL CORRUGATED STEEL SLEEVING FOR MAINLINE PIPING- (2x MAIN SIZE) VALVE (RCV) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE LANDSCAPE CHECKLIST NOTE A-6: UNDER ALL VEHICULAR PAVING AREAS FOR IRRIGATION WIRING. LLJ — - - UNDER NON-VEHICULAR HARDSCAPE SCH. 40 PVC SLEEVING FOR MAINLINE PIPING- (2X MAIN SIZE) THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM ALL WORK WITHIN STATE RIGHT OF WAY SHALL BE COMPLETED IN ACCORDANCE WITH CURRENT Q --- - - - - --- - STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION AND CITY OF RANCHO CUCAMONGA -- -- 4" DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED . THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER SPECIFICATIONS. SHOULD A CONFLICT ARISE BETWEEN THE CONTRACT PLANS, SPECIFICATIONS, SLEEVING FOR VALVE WIRES-SCHEDULE 40 P.V.C. MIN. 100mm (4") SIZE. PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. AND/OR DETAILS PREPARED BY THE PERMITTEE, THE STATES STANDARD SPECIFICATIONS SHALL GOVERN AS DETERMINED BY THE STATE'S REPRESENTATIVE." VALVE SEQUENCE AUTOMATIC CONTROLLER TO BE CALSENSE,_MODEL ET-1-8/12-DR, ANT-11 WITH A STRONGBOX AREA FT. METRIC C0NVERSI0N CHART _SB-24-SS/120V _N CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT (EPDXY-FILLED) ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO L447APPROX. FLOW L/M LATERAL PIPE SIZING CHART FLOW THE CITY'S ACCEPTANCE. ACTUAL LOCATION TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. ALVE SIZE SYMBOL METRIC STANDARD L Min. GPM THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR o m m 20mm 3/4" 0-38 0-10 THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED NOTE TO CONTRACTOR: „ BY SCE, COORDINATED AND PAID FOR BY THE DEVELOPER. ALL ELECTRICAL SLEEVES PARALLEL ALONG FOOTHILL TO BE LOCATED w xt 25mm 1 38-64 10-17 IN PARKWAY AREAS (TYPICAL). DIAGRAMATICALLY SHOWN ALONG STREET Uj Z) z U `\ 32mm 1-1/4" 64-106 17-28 ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS FOR CLARIFICATION ONLY. C.D „ OTHERWISE DESIGNATED ON THE PLANS. (n w 40mm 1-1/2 106-144 28-38 HARDSCAPE (PAVERS) CONSTRUCTION AND LAYOUT U p U 50mm 2” 144-189 38-50 ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER IS ON LANDSCAPE PLAN SHEETS. FOR LAYOUT DETAIL SEE SHEET HP-16. N 64mm 2 1/2" 189-283 50-75 HEAD IS 1/4" ABOVE FINISH GRADE, NOT TOP OF MULCH. SEE ALSO STREET IMPROVEMENT PLANS BY CIVIL. (TYPICAL) I t a_ _ - - - O w - Q - - W - ------ --- - _ LLJ - - - CIL Q -- U) z FOOTHILL BLVD . -_ V) w W o J 10 - O Q ry W V) Z � Q - LLJ LL. — O - - U - - - - - - - _ - - Q _ _ - R W w Q a- SEE SHEET HP-15 FOR 0- Q COORESPONDING LANDSCAPE PLAN. w U Q w D w REFER TO SHEETS HP-29-31 p N Z z FOR IRRIGATION DETAILS 0 z Q w > z m a w w > Q Q > Q o o � Q w a Q Q w Q Q 0 z x o 0 o IL V Q z Z O z m 0 w w w eF,FORE y� Under > 0 ., w a U _ o a �y ground O = Ln a = c� Service Alert J of Southern California .J - FOOTHILL BLVD. - Y - Q Call: TOLL FREE � wo 10 LL �� 1 -800 o L 422-4133 . Y. y IRRIGATION PLAN W J a PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG 5 20 SCALE: 1 :250 KEY MAP w NO SCALE � ALL DIMENSIONS ARE IN HP - 1 METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 CU EA SCALE IS IN MILLIMETERS I I I I I I I I DESCRIPTION OF REVISION DATE APCrtY PROWVED: SYMBOL IRRIGATION LEGEND (PHASE ONE) MFG. MODEL DESCRIPTION METRIC FLOW L Min. RADIUS CITY OF RANCHO CUCAMONGA K a1. VAN FULL HALF QTR. M FT, P APPROVED BY: DATE: r RAINBIRD 1812 SAM-PRS-PCS-030-5 30 cm POP-UP SPRAY - - .76 .38 1,5 5' 207K IRRIGATION PRESSURE CALCULATION TABLE POINT OF CONNECTION #A CITY ENGINEER ��-c-�C�CG�,t �il ILC�I RCE:. ` 4? W V 1. V RAINBIRD 1812 SAM-PRS-8 30 cm POP-UP SPRAY 5.87 3.97 1.97 .98 2,4 8' 207K P.O.C."Ato MAINTAINED BY CITY OF RANCHO PLAN PREPARED BYE- RECOMMEND tb 0 m m RAINBIRD 1812 SAM-PRS-10 30 cm POP-UP SPRAY 7.95 5.98 2.99 1.48 3,1 10' 207K WATER METER NO. A CUCAMONGA �K o SIZE 2" LYNN CAPOUYA, INC RAINBIRD 1812 SAM-PRS-12 30 cm POP-UP SPRAY 7.38 9.60 4.92 2.46 3,7 12� 207K ELEVATION OF METER 368.3m INSTALL A 2" WATER METER WHERE SHOWN ON PLAN.' " "� 3822 CAMPUS DRIVE, SUITE 120 SHUT RAINBIRD 1812 SAM-PRS-15 30 cm POP-UP SPRAY 10,5 - 7.00 3.48 4,6 15 207K POT Kpa) 82 PSI CONTRACTOR TO TIE INTO WATER METER AND VERIFY NEWPORT BEACH, CA. 92660 � STATIC PRESSURE THAT STATIC PRESSURE IS (565Kpa), 82 PSI PRIOR TO of 7Z O RAINBIRD 33 DNP BRASS QUICK COUPLING VALVE, W/LOCKING VINYL COVER-25mm SIZE, TYPE: POTABLE "( ) - CONSTRUCTION. RUN MAINLINE TO 2 50mm FEBCO 825-YA-BV WITH 4 KEYS TOTAL PROVIDED SOURCE OF INFORMATION CARLOS FIMBRES FROM RANCHO REDUCE PRESSURE BACKFLOW PER LEGEND. �P ^� R.C.E. NO 2314 DR NC NO. CUCAMUNGA CO. WATER DISTRICT INSTALL IN A STRONGBOX #SBBC-30-AL BACKFLOW OF OF CA11 ,. DATE FLE NO (D R ❑ RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE W/CARSON-VALVE BOX, SIZE INDICATED ON PLAN PHONE NUMBER (949)474-8119 ENCLOSURE. INSTALL A CALSENSE FM-1.25B , CALSENSE ET-1 -8/12 -DR WITH CONTROLLER, W/ STRONGBOX SB-24SS/120V ENCLOSURE DATE OF INFORMATION 7-30-99 BRASS FLOW SENSOR TEE PER CALSENSE'S REMOTE CONTROL VALVE A-2 MANUFACTURER'S RECOMMENDATION. ANT-1, TP-1 , TP-110 COORDINATE ELECTRICAL CONNECTION WITH SCE ® 1(909)357-6240 SIZE (40/49) 1 m 1/2 2 -Y-A " CONTRACTOR TO LOCATE R.P. BACKFLOW WHERE SHOWN CONTROLLER "A" FEBCO 85 REDUCED PRESSURE BACKFLOW PREVENTER, 50mm SIZE., ENCLOSED IN STRONGBOX SBBC-30-AL DEMAND 373. L/M) 43 GPM ON THE PLANS AND SHALL SLEEVE ALL PIPES UNDER WWILKINS-500 PRESSURE REGULATOR, ELEVATION OF HIGHEST HEAD 373.7m VEHICULAR PAVING WITH CORRUGATED STEEL SLEEVES. CITY OF RANCHO CUCAMONGA MAINTAINED /T\ NIBCO T-585-70-66, BRASS GATE VALVE FOR UNE SIZE 50mm AND LARGER USE PRESSURE AT R.C.V. (419 Kpa)60.8 PSI CONTROLLER TO BE A CALSENSE ET-1-12-DR, ENCLOSED IN A WATT 403-RT-RW WATT 403-RT-RW, LINE SIZE 40mm AND SMALLER USE NIBCO T-585-70-66 ALL WIRES FROM FLOW SENSOR TO THE CONTROLLER TO STRONGBOX SB-24-SS/120V STAINLESS STEEL METERED ENCLOSURE BE #14 AND SHALL BE SLEEVED IN A 1"(25mm)DIA. PVC CONDUIT. CABINET. CONTROLLER SHALL BE CAPABLE OF FLOW SENSING AND © CALSENSE FM- 1.25 B FLOW SENSOR MANUFACTURED BY CALSENSE CENTRAL COMMUNICATION. >- a ® QTY. SIZE ITEM PRESURE LOSS WATER METER STATISTICS m W SUPERIOR 3100 MASTER VALVE-NORMALLY CLOSED, ELECTRIC DIAPHRAGM GLOBE VALVE (metric) STAND. Kpa PSI MODEL NO ET-1-12-DR-ANT-I.TP-1. TP-110 W N 1 -- 2" WATER METER 6.2 0.9 >> ® PROPOSED METER TO BE COORDINATED WITH CUCAMONGA CO. WATER DISTRICT (909} 987-2591 SERVICE LINE METER SIZE N C� 1 (50mm 2" BACKFLOW PREVENTER 82.7 12 / (50mm) 2" SEE POINT OF CONNECTION NOTE FOR ADDITIONAL EQUIPMENT TO BE MAINLINE FT. (39.4M} 129.3FT UTILIZED BY CONTROLLER. Of MAINLINE PIPING-50mm OR LARGER-CLASS 315 PVC; UNDER 50mm - SCHEDULE 40 PVC. 4 (50mm) 2" GATE VALVES 0.7 0.1 (39.4M) ) 9 PSI � 1 50mm 2" MASTER VALVE 24.2 3.5 STATIC WATER PRESSURE 117 VAC POWER TO BE CONNECTED BY THE CONTRACTOR. LOCATION Q LATERAL PIPING- SCHEDULE 40 P.V.C. 1 ( } MAXIMUM FLOW - CONTROLLER A (163 L/M) 43 GPM (32mm) 1 1/4" FLOW SENSOR 3.5 0.8 OF CONTROLLER TO BE LOCATED AS SHOWN ON PLANS AND APPROVED ----- CORRUGATED STEEL SLEEVING FOR MAINLINE PIPING- 2x MAIN SIZE MINIMUM PRESSURE REQUIREMENT (440.6Kpa)63.9 PSI « " - - _ -- 39m (50mm) 2 MAINLINE 27.0 3.9 BY AN AUTHORIZED REPRESENTATIVE OF THE CITY. CONTROLLER A UNDER ALL VEHICULAR PAVING AREAS 1 (40/49) 11/2- REMOTE CONTROL VALVE 22.1 3.2 RESIDUAL PRESSURE (124.8Kpo)18.1 PSI PROVIDES SERVICE TO WATER CONNECTIONS "A" do "B" VALVES. Q - - - UNDER NON-VEHICULAR HARDSCAPE SCH. 40 PVC SLEEVING FOR MAINLINE PIPING- (2X MAIN SIZE) 75m (20mm) 3/4" LATERAL LINE LOSS 35.2 5.1 CONTRACTOR TO COOORDINATE TRENCHES BETWEEN SLEEVING FOR VALVE WIRES-SCHEDULE 40 P.V.C. MIN. 100mm (4") SIZE. 88m (25mm 1" LATERAL LINE LOSS 8.3 1.2 ELECTRICAL AND LANDSCAPE INSTALLATION. 75m (32mm) 11/4" LATERAL LINE LOSS 2.3 .33 1 (ALSO SEE DETAIL A&C SHEET HP-30) VALVE SEQUENCE OOm (40mm) 11/2" LATERAL LINE LOSS 00 00 AR METRIC CONVERSION CHART FITTINGS LOSS (10X) 10.3 1.5 APPROX. FLOW L/M LATERAL PIPE SIZING CHART FLOW ELEVATION CHANGE 9.7 1.4 ALVE SIZE SYMBOL METRIC STANDARD L Min. GPM Mm m 20mm 3/4" 0-38 0-10 TOTAL SYSTEM LOSSES 233.7 33.9 g 0 01 25mm " PRESSURE REQUIRED TO OPERATE HEAD 206.8 30 LANDSCAPE CHECKLIST NOTE G-1 a UJ U.J 38-64 10-17 Z x 32mm 1 -1/4" 64-106 17-28 TOTAL PRESSURE REQUIRED 440.6 63.9 THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM U CD U " TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS 05 w 40mm 1 -1/2 106-144 28-38 LOWEST STATIC PRESSURE AVAILABLE 586 82 STANDARD SPECIFICATIONS. U U.Jp U 50mm 2" 144-189 38-50 PRE-SET REGULATED PRESSURE IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE WITH THE 64mm 2 1/2" 189-283 50-75 RESIDUAL PRESSURE 124.8 18.1 PROVISIONS IN SECTION 20-5"IRRIGATION SYSTEMS" OF THE CURRENT CALTRANS SPECIFICATIONS. W - -. - -- R/W_- c - = v i CL � R/SIV < w N g wU Q V) W17 - FOOTHILL BLVD . 0 o N-leO 0 � N -� -� T - T < O--p--O 0- p - V) Q 13 W fy LLI z J CL J ) IIII _ V) 1 Snmm (6" Z U ~ � (, � r n A-1 2605 SQ.FT. D A-2 2422 SO.FT. 100mm (4") Q W Q lJ I 40 162 (242 SQ.M.) 40 163 (225 SQ.M.) I I L LL- 0 L � �m _ ry Z LLJ - ®-1�®®� _ - -- Q 6L SEE SHEET HP-16 FOR NOTE TO CONTRACTOR:ELECTRICAL P.O.C. TO BE VERIFIED IN THE W Q COORESPONDING LANDSCAPE PLAN. FEILD. CONTACT S.C.E. FOR SPECIFICATIONS (, w AND REQUIREMENTS. (800)990-7788 (!} Q � w (ELECTRICAL P.O.C. "A" TO PROVIDE Q >> J w > Z SERVICE TO ALL "A" & "B" VALVES.) w z m a W LTJ > Q Q > w > w Q Q cv Q Of 0 � Q w o Q < �� > REFER TO SHEETS HP-29-31 ch Q J >- _¢ N Q V Q FOR IRRIGATION DETAILS Z z �Uj O z m O w w �� w eF,fORE Y Under Cy- > o w a U _ aW > °� ground O = V) Q = Service Alert LL- J I I I t j - L I F TH LL of Southern Colifomia U w Call: TOLL FREE 4�44 L I I - I - I � o 10 w <� 1 -800 LL- Lj 422-41334 IRRIGATION PLAN } - IJ Q PHASE t PHASE 2 TWO WORKING DAYS BEFORE YOU DIG 5 r 20 SCALE: 1 :250 KEY MAP NO SCALE ALL DIMENSIONS ARE IN HP - 2 METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 CU SCALE IS IN MILLIMETERS I I I I I I I I EA DESCRIPTION OF REVISION DATE ACrTyII: IRRIGATION LEGEND (PHASE ONE) SYMBOL METRIC FLOW L Min. RADIUS CITY OF RANCHO CUCAMONGA VAN FULL HALF QTR. MFG. MODEL # DESCRIPTION F M FT. Kp° IRRIGATION P 0 CPRESSURE CALCULATION TABLE POINT OF CONNECTION #8 APPROVED BY: ,�,r - DATE: RAINBIRD 1812 SAM-PRS-PCS-030-5 30 cm POP-UP SPRAY - - .76 .38 1,5 5' 207K MAINTAINED BY CITY OF RANCHO CITY ENGINEER _ ! c `� ;((�� ; `�(� RCE: �s,� W V _L V RAINBIRD 1812 SAM-PRS-8 30 cm POP-UP SPRAY 5.87 3.97 1.97 .98 2,4 8' 207K WATER METER No. a CUCAMONGA tlx O 4L m RAINBIRDELEVATION OF METER 368m 1812 SAM-PRS-10 30 cm POP-UP SPRAY 7.95 5.98 2.99 1 .48 3,1 10' 207K SIZE 2„ INSTALL A 2" WATER METER WHERE SHOWN ON PLAN. �N aL�N Dm v meq,_ RAINBIRD 1812 SAM-PRS-12 30 cm POP-UP SPRAY 7.38 9.60 4.92 2.46 3,7 12' 207K STATIC PRESSURE (565 Kpa) 82 PSI CONTRACTOR TO TIE INTO WATER METER AND VERIFY "`'�, LYNN CAPOUYA, INC 3822 CAMPUS DRIVE THAT STATIC PRESSURE IS (565Kpa), 82 PSI PRIOR TO �' , SUITE 120 SH ' RAINBIRD 1812 SAM-PRS-15 30 cm POP-UP SPRAY 10.5 - 7.00 3.48 4,6 15 207K TYPE: POTABLE NEWPORT BEACH, CA. 92660 CONSTRUCTION. RUN MAINLINE TO 2-(50mm) FEBCO 825-YA-BV SOURCE OF INFORMATION CARLOS FIMBRES FROM RANCHO REDUCE PRESSURE BACKFLOW PER LEGEND. * 4-4- OF 72 0 RAINBIRD 33 DNP BRASS QUICK COUPLING VALVE, W/LOCKING VINYL COVER-25mm SIZE, CUCAMUNGA CO. WATER DISTRICT INSTALL IN A STRONGBOX #SBBC-30-AL BACKFLOW 2314 DRAWING NO. WITH 4 KEYS TOTAL PROVIDED PHONE NUMBER (949)474-8119 ENCLOSURE. INSTALL A CALSENSE FM-1.258 �'jf OF CAu ! DATE FILE No ❑ RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE W/CARSON-VALVE BOX, SIZE INDICATED ON PLAN DATE OF INFORMATION 7-30-99 BRASS FLOW SENSOR TEE PER CALSENSE'S REMOTE CONTROL VALVE B-1 MANUFACTURER'S RECOMMENDATION TO BE CALSENSE ET-1 -8/12 -DR WITH CONTROLLER, W/ STRONGBOX SB-24SS/120V ENCLOSURE slzE (2x/34) 1" CONNECTED TO CONTROLLER "A" (SHEET HP-2). ANT-11, TP-1, TP-110 COORDINATE ELECTRICAL CONNECTION WITH SCE ® 1(909)357-6240 CONTRACTOR TO LOCATE R.P. BACKFLOW WHERE SHOWN DEMAND (45 L/M) 12 GPM ON THE PLANS AND SHALL SLEEVE ALL PIPES UNDER m FEBCO 825-Y-A REDUCED PRESSURE BACKFLOW PREVENTER, 50mm SIZE. ELEVATION OF HIGHEST HEAD 367.9m VEHICULAR PAVING WITH CORRUGATED STEEL SLEEVES. W/WILKINS-500 PRESSURE REGULATOR, ENCLOSED IN STRONGBOX SBBC-30-AL PRESSURE AT R.C.V. (426 Kpa)62 PSI ALL WIRES FROM FLOW SENSOR TO THE CONTROLLER TO /T\ NIBCO T-585-70-66, BRASS GATE VALVE FOR UNE SIZE 50mm AND LARGER USE BE #14 AND SHALL BE SLEEVED IN A 1"(25mm)DIA. PVC CONDUIT. WATT 403-RT-RW WATT 403-RT-RW, UNE SIZE 40mm AND SMALLER USE NIBCO T-585-70-66 ® CALSENSE FM- 1 .25 B FLOW SENSOR MANUFACTURED BY CALSENSE QTY. SIZE ITEM PRESURE LOSS WATER METER STATISTICS (metric) STAND. Kpa PSI M o ® SUPERIOR 3100 MASTER VALVE-NORMALLY CLOSED, ELECTRIC DIAPHRAGM GLOBE VALVE 1 -- 2" WATER METER 6.2 0.9 W SERVICE UNE/METER SIZE (50mm) 2" 0 N 1 (50mm) 2" BACKFLOW PREVENTER 82.7 12 MAINLINE FT. W ® PROPOSED METER TO BE COORDINATED WITH CUCAMONGA CO. WATER DISTRICT (909} 987-2591 (32M) 69FT �j 4 (50mm) 2" GATE VALVES .7 0.1 (565Kpa) 82 PSI (n STATIC WATER PRESSURE � 1 (50mm) 2" MASTER VALVE 24.2 3.5 MAINLINE PIPING-50mm OR LARGER-CLASS 315 PVC; UNDER 50mm - SCHEDULE 40 PVC. MAXIMUM FLOW - CONTROLLER A (163 L/M) 43 GPM 1 (32mm) 1 1/4" FLOW SENSOR 5.5 0.8 Q LATERAL PIPING- SCHEDULE 40 P.V.C. 32m (50mm) 2" MAINLINE 1.2 .18 MINIMUM PRESSURE REQUIREMENT (384.7Kpa)55.8 PSIRESIDUAL PRESSURE CORRUGATED STEEL SLEEVING FOR MAINLINE PIPING- (2x MAIN SIZE) 1 (40/49) 1" REMOTE CONTROL VALVE 22.1 3.2 (180.6Kpa)26.2 PSI UNDER ALL VEHICULAR PAVING AREAS 75m (20mm) 3/4" LATERAL LINE LOSS 6.9 1.0 Q - - - UNDER NON-VEHICULAR HARDSCAPE SCH. 40 PVC SLEEVING FOR MAINLINE PIPING- (2X MAIN SIZE) 88m (25mm) 1" LATERAL LINE LOSS 9.7 1.4 C1 SLEEVING FOR VALVE WIRES-SCHEDULE 40 P.V.C. MIN. 100mm (4") SIZE. 75m (32mm) 11/4" LATERAL LINE LOSS 00 00 OOm (40mm) 11/2" LATERAL LINE LOSS 00 00 VALVE SEQUENCE FITTINGS LOSS (lox) 17.8 2.6 NOTE: AR METRIC C0NVERSI0N CHART ELEVATION CHANGE 0.8 0.12 INSTALL CORRUGATED STEEL PIPE SLEEVES FOR PRESSURE MAINLINE PIPING AND LATERAL LINES LOCATED UNDER HARDSCAPE WITHIN STATE RIGHT OF WAY. 14:��APPROX. FLOW L/M LATERAL PIPE SIZING CHART FLOW ALL ELECTRONIC CONTROL VALVES, AUTOMATIC SPRINKLER CONTROLLER, PRESSURE MAINLINE ALVE SIZESYMBOL METRIC STANDARD L Min. GPM TOTAL SYSTEM LOSSES 177.9 25.8 PIPING AND BACKFLOW PREVENTER SHALL BE INSTALLED OUTSIDE THE STATE 0 00 a° 20mm 3/4" 0-38 0-10 PRESSURE REQUIRED TO OPERATE HEAD 206.8 30 RIGHT OF WAY, TYPICAL. gW 0 0 N 25mm 1" 38-64 10-17 TOTAL PRESSURE REQUIRED 384.7 55.8 W W v z v 32mm 1-1/4" 64-106 17-28 LOWEST STATIC PRESSURE AVAILABLE 565 82 LANDSCAPE CHECKLIST NOTE G-1a J (/) W 40mm 1-1/2 106-144 28-38 PRE-SET REGULATED PRESSURE THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM U 0 U " RESIDUAL PRESSURE AT PRESET PRESSURE 180.6 26.2 t 50mm 2 144-189 38-50 TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS T 64mm 2 1/2" 189-283 50-75 STANDARD SPECIFICATIONS. IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS IN SECTION 20-5"IRRIGATION SYSTEMS" OF THE CURRENT CALTRANS SPECIFICATIONS. n < v - R/W _ I w R W CL - - _ a O _ _ 0 -- - O = - LTJ 0 z E z U N cn w FOOTHILL BLVD . W v O + 0 O N _ Q:f + Q CL M '- Q Q - - - V) 0 z - _ w J - Q _ 1 ry W QnM I = II F- V Q z ~ B-1 344 SQ.FT. � L� I ( 1 150mm (6") 26 45 (32 SQ.M.) o ----- - - _ � W Q I SEE SHEET HP-17 FOR NOTE TO CONTRACTOR: 0- Q COORESPONDING LANDSCAPE PLAN. SEE SHEET HP-2 FOR W ELECTRICAL P.O.C., TO BE VERIFIED IN THE C�I U w FEILD. CONTACT S.C.E. FOR SPECIFICATIONS Un w W AND REQUIREMENTS. (800)990-7788 Q � > Q z LL I J _j F- L`' > z z m a w w > Q Q > w > I,� Q Q 0 0 rr_ Q w Q LJ Q Of It o a V) > Q Q In Z ( z o Ld V Q Q -� w = Q Ln Q o f- REFER TO SHEETS HP-29-31 Z z w 0 M z m 0 w w w O�FORE y Under FOR IRRIGATION DETAILS � > o w Q U It = o > y °�' ground IE Ln rvice lert O a ofeSou hernACali omia J FOOTHILL BLVD. Y - U _�__ __ Call: TOLL FREE W �r 14= F - 0 10 1 -800 , I E 0 422-4133 a IRRIGATION PLAN WQ PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG cJ .. 20 SCALE: 1 :250 KEY MAP � NO SCALE ALL DIMENSIONS ARE IN HP - 3 METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS W MILLIMETERS I I I I I I I I CU EA DESCRIPTION OF REVISION DATE APcxiY PROVED: SYMBOL IRRIGATION LEGEND (PHASE ONE) CITY OF RANCHO CUCAMONGA VAN FULL HALF QTR. MFG. MODEL # DESCRIPTION METRIC FLOW L Min. RADIUS KPa , M FT. APPROVED BY: / . , /' DATE: II RAINBIRD 1812 SAM—PRS—PCS-030-5 30 cm POP—UP SPRAY — — .76 .38 1 ,5 5' 207K CITY ENGINEER i v'; c� -! GGGt �: S c L RCE: x W V _L V RAINBIRD 1812 SAM-PRS-8 30 cm POP-UP SPRAY 5.87 3.97 1.97 .98 2,4 8' 207K u �N PE Pn PREPARED BY: RECOMMENDED dr o m m RAINBIRD 1812 SAM-PRS-10 30 cm POP-UP SPRAY 7.95 5.98 2.99 1.48 3,1 10 207K h6 A 3822 CAMPUS U 46 RAINBIRD 1812 SAM-PRS-12 30 cm POP-UP SPRAY 7.38 9.60 4.92 2.46 3,7 12' 207K LYNN CAPUS INC S DRNE, SUITE 120 SHEET -L V SAM—PRS-15 — — 4 6 207K NEWPORT BEACH, CA. 92660 RAINBIRD 1812 SAM PRS 15 30 cm POP—UP SPRAY 7.00 3.48 15 10.5 , # '* 45 OF 72 O RAINBIRD 33 DNP BRASS QUICK COUPLING VALVE, W/LOCKING VINYL COVER-25mm SIZE, RaENo ,4 DRA Nc No. s WITH 4 KEYS TOTAL PROVIDED tF of CDATE RLE Na ❑ RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE W/CARSON-VALVE BOX, SIZE INDICATED ON PLAN CALSENSE ET-1-8/12 -DR WITH CONTROLLER, W/ STRONGBOX SB-24SS/120V ENCLOSURE ANT-1, TP-1, TP-110 COORDINATE ELECTRICAL CONNECTION WITH SCE ® 1(909)357-6240 m FEBCO 825-Y-A REDUCED PRESSURE BACKFLOW PREVENTER, 50mm SIZE. W/WILKINS-500 PRESSURE REGULATOR, ENCLOSED IN STRONGBOX SBBC-30-AL a NIBCO T-585-70-66, BRASS GATE VALVE FOR LINE SIZE 50mm AND LARGER USE NOTE: WATT 403-RT-RW WATT 403-RT-RW, LINE SIZE 40mm AND SMALLER USE NIBCO T-585-70-66 NO IRRIGATION ON THIS © CALSENSE FM- 1.25 B FLOW SENSOR MANUFACTURED BY CALSENSE SHEET. m o ® SUPERIOR 3100 MASTER VALVE-NORMALLY CLOSED, ELECTRIC DIAPHRAGM GLOBE VALVE Lio w ® PROPOSED METER TO BE COORDINATED WITH CUCAMONGA CO. WATER DISTRICT (909) 987-2591 x cn a MAINLINE PIPING-50mm OR LARGER-CLASS 315 PVC; UNDER 50mm - SCHEDULE 40 PVC. cr_ w Q LATERAL PIPING- SCHEDULE 40 P.V.C. ----- CORRUGATED STEEL SLEEVING FOR MAINLINE PIPING- (2x MAIN SIZE) UNDER ALL VEHICULAR PAVING AREAS - UNDER NON-VEHICULAR HARDSCAPE SCH. 40 PVC SLEEVING FOR MAINLINE PIPING- (2X MAIN SIZE) SLEEVING FOR VALVE WIRES-SCHEDULE 40 P.V.C. MIN. 100mm (4") SIZE. VALVE SEQUENCE AREAS .FT. METRIC CONVERSION CHART APPROX. FLOW L/M LATERAL PIPE SIZING CHART FLOW ALVE SIZE SYMBOL METRIC STANDARD L Min. GPM 0 0° m 20mm 3/4" 0-38 0-10 Uj 25mm 1" 38-64 10-17 Gi Lo v `k 32mm 1 -1/4" 64-106 17-28 Q w = `�• 40mm 1 -1/f 106-144 28-38 o v =g4t 50mm 2" 144-189 38-50 64mm 2 112" 189-283 50-75 R/W \� R/W x w T �� < X X- - �% r. LO co - T IL IL \\ _ U � z ------------- U V 0 w Z W __j FOOTHILL BLVD . F- 0 - --- - - 0 ASPH - - W W _ - - - - - - - - - - - - -- - - - - - -- OZ - ---- - - - - - Q ry Oo- LJJ Q x z Q cy- --- 0Lli = - CC L� L of W SEE SHEET HP-18 FOR QCOORESPONDING LANDSCAPE PLAN. o U z 0 15a ORE r Under z y °� ground O Service Alert Ll— I 111 1177/ n of Southern Colifomia Q Call: TOLL FREE 0 10 - 1 -800 0 o Q 422-4133 IRRIGATION PLAN w PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG 5 20 SCALE: 1 :250 KEY MAP N ALL DIMENSIONS ARE IN NO SCALE METERS UNLESS OTHERWISE SHOWN. HP-4 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I ICU i SCALE IS IN MIWMETERS I I I I I I I I I Cm DESCRIPTION OF REVISION DATE Mn vm, IRRIGATION LEGEND (PHASE ONE) SYMBOL CITY OF RANCHO CUCAMONGA MFG. MODEL # DESCRIPTION METRIC FLOW L Min. RADIUS K a VAN FULL HALF QTR. M FT. P APPROVED BY: l 'i } DATE: r RAINBIRD 1812 SAM-PRS-PCS-030-5 30 cm POP-UP SPRAY - - .76 .38 1 ,5 5' 207K CITY ENGINEER iy r �'=� LCc�r�� ,� f(Er RCE: 'y!F5 3 x W V _L V RAINBIRD 1812 SAM-PRS-8 30 cm POP-UP SPRAY 5.87 3.97 1.97 .98 2,4 8' 207K PUN PREPARED aY: RECO D ED dr a m m RAINBIRD 1812 SAM-PRS-10 30 cm POP-UP SPRAY 7.95 5.98 2.99 1 .48 3,1 10' 207K u" CAP LYNN Y , OUINC RAINBIRD 1812 SAM-PRS-12 30 cm POP-UP SPRAY 7.38 9.60 4.92 2.46 3,7 12 207K ~ . 3822 CAMPUS IN DRIVE, SUITE 120 SHEET 1 Y RAINBIRD 1812 SAM-PRS-15 30 cm POP-UP SPRAY 10.5 - 7.00 3.48 4,6 15' 207K NEWPORT BEACH, CA. 92660 0 RAINBIRD 33 DNP BRASS QUICK COUPLING VALVE, W/LOCKING VINYL COVER-25mm SIZE, R.C.E. No 231+ DRAWING NO. WITH 4 KEYS TOTAL PROVIDED 'lF of COUDATE RLE NO 167 q ❑ RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE W/CARSON-VALVE BOX, SIZE INDICATED ON PLAN CALSENSE ET-1-8/12 -DR WITH CONTROLLER, W/ STRONGBOX SB-24SS/120V ENCLOSURE ANT-1, TP-1, TP-110 COORDINATE ELECTRICAL CONNECTION WITH SCE ® 1(909)357-6240 m FEBCO 825-Y-A REDUCED PRESSURE BACKFLOW PREVENTER, 50mm SIZE. W/WILKINS-500 PRESSURE REGULATOR, ENCLOSED IN STRONGBOX SBBC-30-AL a NIBCO T-585-70-66, BRASS GATE VALVE FOR LINE SIZE 50mm AND LARGER USE NOTE: WATT 403-RT-RW WATT 403-RT-RW, LINE SIZE 40mm AND SMALLER USE NIBCO T-585-70-66 © CALSENSE FM- 1.25 B FLOW SENSOR MANUFACTURED BY CALSENSE NO IRRIGATION ON THIS SHEET m a ® SUPERIOR 3100 MASTER VALVE-NORMALLY CLOSED, ELECTRIC DIAPHRAGM GLOBE VALVE Uj o N w ® PROPOSED METER TO BE COORDINATED WITH CUCAMONGA CO. WATER DISTRICT (909) 987-2591 x V) (if MAINLINE PIPING-50mm OR LARGER-CLASS 315 PVC; UNDER 50mm - SCHEDULE 40 PVC. w w LATERAL PIPING- SCHEDULE 40 P.V.C. _- CORRUGATED STEEL SLEEVING FOR MAINLINE PIPING- (2x MAIN SIZE) UNDER ALL VEHICULAR PAVING AREAS Uj - _ UNDER NON-VEHICULAR HARDSCAPE SCH. 40 PVC SLEEVING FOR MAINLINE PIPING- (2X MAIN SIZE) SLEEVING FOR VALVE WIRES-SCHEDULE 40 P.V.C. MIN. 100mm (47) SIZE. VALVE SEQUENCE AREASQ. . METRIC CONVERSION CHART APPROX. FLOW L/M LATERAL PIPE SIZING CHART FLOW ALVE SIZE SYMBOL METRIC STANDARD L Min. GPM °D CD 20mm 3/4" 0-38 0-10 g w o 25mm 1" 38-64 10-17 v 0 C) `� 32mm 1 -1/4" 64-106 17-28 Q FI-) = 40mm 1 -1/2" 106-144 28-38 o U T 50mm 2" 144-189 38-50 64mm 2 1/2" 189-283 50-75 R W U X X x U --- Uj R/W _ W U - — r Q a_ Q LJ0 = Z - -- z FOGTHIL _ BLVD. Q = - L_U I— � LU LLJ W 0 18 --- _ - Q92 -- — � 0 Z Q -j Z rz 0 a- ~ U) � H x z I Q - rz -� F- — C 0 — '- U w a: W 0- SEE SHEET HP-19 FOR (I- Q COORESPONDING LANDSCAPE PLAN. LLJ Z Q F,FORE Under rz z S y� rot ground 0 Service Alert LL_ T-1 ------- HilJ _ of Southern California UCall: TOLL FREE 0 10 x -I L - -- - - r 1 -800 422-4133 IRRIGATION PLAN PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG e L g 5 20 SCALE: 1 :250 Z KEY MAP a N NO SCALE ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. HP-5 REDUCED PLANS ORIGINAL 0 20 40 60 80 I ICU SCALE IS IN MILLIMETERS I I I I I I I I DESCRIPTION OF REVISION DATE My IRRIGATION LEGEND (PHASE ONE) CITY OF RANCHO CUCAMONGA SYMBOL _FMFG. MODEL # DESCRIPTION METRIC FLOW L Min. M DIU Kpa APPROVED BY: , DATE: La, VAN FULL HALF QTR. CITY ENGINEER = _ `��LCc RCE: AL IIL RAINBIRD 1812 SAM-PRS-PCS-030-5 30 cm POP-UP SPRAY - - .76 .38 1 ,5 5' 207K x W V _L V RAINBIRD 1812 SAM-PRS-8 30 cm POP-UP SPRAY 5.87 3.97 1.97 .98 2,4 8' 207KPLAN PREPARED 9Y: RECOMM ED dr 0 M m RAINBIRD 1812 SAM-PRS-10 30 cm POP-UP SPRAY 7.95 5.98 2.99 1 .48 3,1 10' 207K uN LYNN CAPOUYA, INC oCh RAINBIRD 1812 SAM-PRS-12 30 cm POP-UP SPRAY 7.38 9.60 4.92 2.46 3,7 12' 207K ~ : 3822 CAMPUS DRIVE, SUITE 120 S;E 1 NEWPORT BEACH, CA. 92660 V RAINBIRD 1812 SAM-PRS-15 30 cm POP-UP SPRAY 10.5 - 7.00 3.48 4,6 15' 207K of O RAINBIRD 33 DNP BRASS QUICK COUPLING VALVE, W/LOCKING VINYL COVER-25mm SIZE, R.C.E. NO "14 DRAWING NO. WITH 4 KEYS TOTAL PROVIDED �lF of Cao DATE FILE No ❑ RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE W/CARSON-VALVE BOX, SIZE INDICATED ON PLAN CALSENSE ET-1-8/12 -DR WITH CONTROLLER, W/ STRONGBOX SB-24SS/120V ENCLOSURE ANT-1, TP-1 , TP-110 COORDINATE ELECTRICAL CONNECTION WITH SCE ® 1 (909)357-6240 m FEBCO 825-Y-A REDUCED PRESSURE BACKFLOW PREVENTER, 50mm SIZE. W/WILKINS-500 PRESSURE REGULATOR, ENCLOSED IN STRONGBOX SBBC-30-AL NIBCO T-585-70-66, BRASS GATE VALVE FOR LINE SIZE 50mm AND LARGER USE WATT 403-RT-RW WATT 403-RT-RW, LINE SIZE 40mm AND SMALLER USE NIBCO T-585-70-66 © CALSENSE FM- 1.25 B FLOW SENSOR MANUFACTURED BY CALSENSE m o ® SUPERIOR 3100 MASTER VALVE-NORMALLY CLOSED, ELECTRIC DIAPHRAGM GLOBE VALVE LU o ® PROPOSED METER TO BE COORDINATED WITH CUCAMONGA CO. WATER DISTRICT (909) 987-2591 w x to MAINLINE PIPING-50mm OR LARGER-CLASS 315 PVC; UNDER 50mm - SCHEDULE 40 PVC. Q LATERAL PIPING- SCHEDULE 40 P.V.C. CORRUGATED STEEL SLEEVING FOR MAINLINE PIPING- (2x MAIN SIZE) UNDER ALL VEHICULAR PAVING AREAS Uj _ _ _ UNDER NON-VEHICULAR HARDSCAPE SCH. 40 PVC SLEEVING FOR MAINLINE PIPING- (2X MAIN SIZE) o SLEEVING FOR VALVE WIRES-SCHEDULE 40 P.V.C. MIN. 100mm (47) SIZE. 1: VALVE SEQUENCE METRIC CONVERSION CHART AREAS .FT. Lk4::�APPROX. FLOW L/M LATERAL PIPE SIZING CHART FLOW ALVE SIZE SYMBOL METRIC STANDARD L Min. GPM C) m m 20mm 3/4" 0-38 0-10 o 0 25mm 1" 38-64 10-17 g z Y32mm 1-1/4" 64-106 17-28 � LANDSCAPE CHECKLIST NOTE G-1 a JFn w 40mm 1 -1/2" 106-144 28-38 < � t� 50mm 2" 144-189 38-50 o THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM T 64mm 2 1/2" 189-283 50-75 TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS STANDARD SPECIFICATIONS. IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS IN SECTION 20-5"IRRIGATION SYSTEMS' OF THE CURRENT CALTRANS SPECIFICATIONS. ^ x — _ — — R/W CL Of Q U') — — — — — W = '+' Q � W U (� r� Z ru FOOTHILL BLVD . g W o 0 N w p O + -- - - - - - --- - - - - _ - - - --- 01 -------------------- - - - - - W _ - - O U 0 W H — °�' lbs 80Fr. o-2 2W SOFT. x Z � o-1 � (209 80kO W (20o eo�u � o ............LLJ d: � Q Q W 0- SEE SHEET HP-20 FOR REFER TO SHEETS HP-29-31 CL Q COORESPONDING LANDSCAPE PLAN. FOR IRRIGATION DETAILS C5 U c Z a a < z ORE Z Under ground tY �, Service Alert OI L of Southern California 01"ND J �' Call: TOLL FREE 0 10 x _ - -- ---- 1 -800 a 422-4133 IRRIGATION PLAN LL_O PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG 5 ,ZO SCALE: 1 :250 o W KEY MAP Q ALL DIMENSIONS ARE IN HP-6 NO SCALE METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I CU I EA SCALE IS IN MILLIMETERS I I I I I I I DESCRIPTION OF REVISION DATE an APPROVED: IRRIGATION LEGEND (PHASE ONE) CITY OF RANCHO CUCAMONGA SYMBOL MFG. MODEL DESCRIPTION METRIC FLOW L Min. RADIUS KPa VAN FULL HALF QTR. # M FT. APPROVED BY: ,� i %� DATE: JI � RAINBIRD 1812 SAM-PRS-PCS-030-5 30 cm POP-UP SPRAY - - .76 .38 1 ,5 5' 207K CITY ENGINEER ;,�C. i-�.��CGN �� LC'L RCE:,2g25 S x W V _L V RAINBIRD 1812 SAM-PRS-8 30 cm POP-UP SPRAY 5.87 3.97 1 .97 .98 2,4 8' 207K IRRIGATION PRESSURE CALCULATION TABLE NWA PLAN PREPARED 9': - RECOMME.74DED & 0 m m RAINBIRD 1812 SAM-PRS-10 30 cm POP-UP SPRAY 7.95 5.98 2.99 1.48 3,1 10' 207K a;4 - 1±1RAINBIRD 1812 SAM-PRS-12 30 cm POP-UP SPRAY 7.38 9.60 4.92 2.46 3,7 12' 207K P.O.C. "C" y, M, LYNN CAPOUYA, INC SHMT 1 Y SAM-PRS-15 30 cm POP-UP SPRAY 10.5 - 7.00 3.48 4,6 15' 207K WATER METER NO. C 3822 CAMPUS DRIVE, SUITE 120 RAINBIRD 1812 SAM PRS 5 SIZE 2" # * NEWPORT BEACH, CA. 92660 OF 72 ELEVATION OF METER 368m y314 D WING N0. 0 RAINBIRD 33 DNP BRASS QUICK COUPLING VALVE, W/LOCKING VINYL COVER-25mm SIZE, .p �� R.C.E. NO WITH 4 KEYS TOTAL PROVIDED STATIC PRESSURE (614 LE 89 PSI �lF OF CAU DATE FILE NO TYPE: POTABLE POINT OF CONNECTION C ❑ RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE W/CARSON-VALVE BOX, SIZE INDICATED ON PLAN SOURCE of INFORMATION CARLOS FIMBRES FROM RANCHO MAINTAINED BY CITY OF RANCHO CUCAMUNGA CO. WATER DISTRICT CUCAMONGA CALSENSE ET-1-8/12 -DR WITH CONTROLLER, W/ STRONGBOX SB-24SS/120V ENCLOSURE PHONE NUMBER (949)474-8119 ANT-1, TP-1 , TP-110 COORDINATE ELECTRICAL CONNECTION WITH SCE ® 1(909)357-6240 DATE OF INFORMATION 7-30-99 INSTALL A 2" WATER METER WHERE SHOWN ON PLAN. FEBCO 825-Y-A REDUCED PRESSURE BACKFLOW PREVENTER, 50mm SIZE.m CONTRACTOR TO TIE INTO WATER METER AND VERIFY W/WILKINS-500 PRESSURE REGULATOR, ENCLOSED IN STRONGBOX SBBC-30-AL REMOTE CONTROL VALVE C-4 THAT STATIC PRESSURE IS (614Kpa), 89 PSI PRIOR TO SIZE (40/49) 1 1/2" CONSTRUCTION. RUN MAINLINE TO 2"(64mm) FEBCO 825-YA-BV NIBCO T-585-70-66, BRASS GATE VALVE FOR LINE SIZE 50mm AND LARGER USE DEMAND (186 L/M) 49 GPM REDUCE PRESSURE BACKFLOW PER LEGEND. WATT 403-RT-RW WATT 403-RT-RW, LINE SIZE 40mm AND SMALLER USE NIBCO T-585-70-66 ELEVATION OF HIGHEST HEAD 368m INSTALL IN A STRONGBOX #SBBC-30-AL BACKFLOW ® CALSENSE FM- 1.25 B FLOW SENSOR MANUFACTURED BY CALSENSE PRESSURE AT R.C.V. (444.Okpa)64.4PS1 ENCLOSURE. INSTALL A CALSENSE FM-1.258, BRASS FLOW SENSOR TEE PER CALSENSE'S >_ o ® SUPERIOR 3100 MASTER VALVE-NORMALLY CLOSED, ELECTRIC DIAPHRAGM GLOBE VALVE MANUFACTURER'S RECOMMENDATION. m LIJ � QTY. SIZE ITEM PRESURE LOSS CONTROLLER ��C" ® PROPOSED METER TO BE COORDINATED WITH CUCAMONGA CO. WATER DISTRICT (909) 987-2591 K a PSI CONTRACTOR TO LOCATE R.P. BACKFLOW WHERE SHOWN CITY OF RANCHO CUCAMONGA MAINTAINED � j (metric) STAND. p ON THE PLANS AND SHALL SLEEVE ALL PIPES UNDER x Cn 0_ 1 -- 2" WATER METER 13.1 0.9 VEHICULAR PAVING WITH CORRUGATED STEEL SLEEVES. CONTROLLER TO BE A CALSENSE ET-1-12-DR, ENCLOSED IN A E�jw MAINLINE PIPING-50mm OR LARGER-CLASS 315 PVC; UNDER 50mm - SCHEDULE 40 PVC. 1 (50mm) 2" BACKFLOW PREVENTER 82.7 12 STRONGBOX SB-24-SS/120V STAINLESS STEEL METERED ENCLOSURE Q LATERAL PIPING- SCHEDULE 40 P.V.C. 3 (50mm) 2" GATE VALVES .69 0.1 ALL WIRES FROM FLOW SENSOR TO THE CONTROLLER TO CABINET. CONTROLLER SHALL BE CAPABLE OF FLOW SENSING AND CORRUGATED STEEL SLEEVING FOR MAINLINE PIPING- (2x MAIN SIZE) 1 (50mm) 2" MASTER VALVE 24.1 3.5 BE #14 AND SHALL BE SLEEVED IN A 1"(25mm)DIA. PVC CONDUIT. CENTRAL COMMUNICATION. UNDER ALL VEHICULAR PAVING AREAS 1 (32mm) 1 1/4" FLOW SENSOR 5.5 0.8 MODEL NO : ET-1-12-DR-ANT-I.TP-I.TP-110 w - - UNDER NON-VEHICULAR HARDSCAPE SCH. 40 PVC SLEEVING FOR MAINLINE PIPING- (2X MAIN SIZE) 178m (50mm) 2" MAINLINE 50.6 7.3 WATER METER STATISTICS Q - -- 1 (40/49) 11/2" REMOTE CONTROL VALVE 22.1 3.2 SEE POINT OF CONNECTION NOTE FOR ADDITIONAL EQUIPMENT TO BE SLEEVING FOR VALVE WIRES-SCHEDULE 40 P.V.C. MIN. 100mm (47) SIZE. (20mm) 3/4" LATERAL LINE LOSS 31 4.5UTILIZED BY CONTROLLER. SERVICE LINE/METER SIZE (50mm) 2" (25mm) 1" LATERAL LINE LOSS 17.2 2.5 MAINLINE (METERS) FT. (178M) 583.9FT 117 VAC POWER TO BE CONNECTED BY THE CONTRACTOR. LOCATION VALVE SEQUENCE (32mm) 11/4" LATERAL LINE LOSS 2.3 .33 40mm) 1 i/2" LATERAL LINE LOSS 00 00 STATIC WATER PRESSURE (614Kpa) 89 PSI OF CONTROLLER TO 8E LOCATED AS SHOWN ON PLANS AND APPROVED METRIC CONVERSION CHART AREAS .FT. ( MAXIMUM FLOW - CONTROLLER (186 L/M) 49 GPM BY AN AUTHORIZED REPRESENTATIVE OF THE CITY. APPROX. FLOW L LATERAL PIPE SIZING CHART FLOW FITTINGS LOSS (10%) 8.2 1.2 MINIMUM PRESSURE REQUIREMENT (457.1Kpa)66.3 PSI ELEVATION CHANGE 00 00 RESIDUAL PRESSURE (156.5Kpa)22.7 PSI ALVE SIZE SYMBOL METRIC STANDARD L Min. GPM w m m 20mm 3/4" 0-38 0-10 g UJ � " PRESSURE R QUIREDETO OPERATE HEAD 206.8 30 3 25mm 1 38-64 10-17 TOTAL 250.3 36. M z �c 32mm 1-1/4 64-106 17-28 Qw = 40mm 1-1/2" 106-144 28-38 TOTAL PRESSURE REQUIRED 457.1 66.3 50mm 2" 144-189 38-50 LOWEST STATIC PRESSURE AVAILABLE 614 89 T 64mm 2 1/2" 189-283 50-75 PRE-SET REGULATED PRESSURE LANDSCAPE CHECKLIST NOTE G-1 a RESIDUAL PRESSURE 156.5 22.7 THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS STANDARD SPECIFICATIONS. IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE WITH THE F- PROVISIONS IN SECTION 20-5"IRRIGATION SYSTEMS" OF THE CURRENT CALTRANS SPECIFICATIONS. x U w a _ R R/W /W W I _._ M 'IZ JLfi_ I V/ F 3; o 0 Z Z F- FOOTHILL BLVD . C)C) W '_^ W 0 V, 0 N 0- N Q Z -O0:� 111 -______ ■.. 0 0 M r___7 0 -71C� 2217 SOFT. C-9 21M 80FT. ? a- W = I (206 80JA) (187 80JA) V) ft 4OT167 x Z F- V < o->b 100m(41F 40 >b7 (205 80au 110m 0r) LL_ i w R/W NOTE TO CONTRACTOR: W ELECTRICAL P.O.C. TO BE VERIFIED IN THE FULD. CONTACT S.C.E. FOR SPECIFICATIONS Q 0- SEE SHEET HP-21 FOR AND REQUIREMENTS. (800)990-7788 a Q COORESPONDING LANDSCAPE PLAN. o U ca I Z Q Q REFER TO SHEETS HP-29-31 Q Q FOR IRRIGATION DETAILS � � a z ORE }0� Underground cy_ 0 service Alert LL_ -:3 ' of Southern California Q F 1 -800 Call: TOLL FREE Q 10 771 U LL_ Q 422-4133m__ IRRIGATION PLAN 0 _ q� TWO WORKING DAYS BEFORE YOU DIG mm 3 �►sE 1 PHASE 2 5 20 SCALE: 1 :250 LIJI_ KEY MAP 4 4" ALL DIMENSIONS ARE IN HP-7 () NO SCALE METERS UNLESS OTHERWISE SHOWN. P1 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I CU SCALE IS IN MIWMETERS I I I I I I I II DESCRIPTION OF REVISION DATE APcarr PROVED: IRRIGATION LEGEND (PHASE ONE) CITY OF RANCHO CUCAMONGA SYMBOL METRIC FLOW L Min. RADIUS MFG. MODEL DESCRIPTION K a LANDSCAPE CHECKLIST NOTE G-1a VAN FULL HALF QTR. # M FT. P - APPROVED BY: � � � DATE: ' THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM CITY ENGINEER f L L C RCE: �U�S_3 IL RAINBIRD 1812 SAM-PRS-PCS-030-5 30 cm POP-UP SPRAY - - .76 .38 1 ,5 5 207K � l - 24 TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS x W v �/ RAINBIRD 1812 SAM-PRS-8 30 cm POP-UP SPRAY 5.87 3.97 1.97 .98 89 207K STANDARD SPECIFICATIONS. PLAN PREPARED 9Y: RE MMENDED N dr O m m RAINBIRD 1812 SAM-PRS-10 30 cm POP-UP SPRAY 7.95 5.98 2.99 1 .48 3,1 10, 207K THE LYNN CAPOUYA INC � RAINBIRD 1 SAM-PRS-12 30 cm POP-UP SPRAY 9.60 4.9 2.46 3,7 12� 207K IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE WITH E '� , B D 18 2 SAM S 12 7.38 2 PROVISIONS IN SECTION 20-5"IRRIGATION SYSTEMS" OF THE CURRENT CALTRANS SPECIFICATIONS. 3822 CAMPUS DRIVE, SUITE 120 1 Y NEWPORT BEACH, CA. 92660 _HEFT RAINBIRD 1812 SAM-PRS-15 30 cm POP-UP SPRAY 10.5 - 7.00 3.48 4,6 15 207K 7 9 OF 2 O RAINBIRD 33 DNP BRASS QUICK COUPLING VALVE, W/LOCKING VINYL COVER-25mm SIZE, �� R.C.E NO 2314 DRAWING NO. WITH 4 KEYS TOTAL PROVIDED �lF of CDATE FILE No ❑ RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE W/CARSON-VALVE BOX, SIZE INDICATED ON PLAN CALSENSE ET-1-8/12 -DR WITH CONTROLLER, W/ STRONGBOX SB-24SS/120V ENCLOSURE ANT-1, TP-1 , TP-110 COORDINATE ELECTRICAL CONNECTION WITH SCE ® 1(909)357-6240 INSTALL CORRUGATED STEEL PIPE SLEEVES FOR PRESSURE MAINLINE PIPING AND LATERAL m FEBCO 825-Y-A REDUCED PRESSURE BACKFLOW PREVENTER, 50mm SIZE. LINE PIPING LOCATED UNDER HARDSCAPE WITHIN STATE RIGHT OF WAY. W/WILKINS-500 PRESSURE REGULATOR, ENCLOSED IN STRONGBOX SBBC-30-AL ALL ELECTRONIC CONTROL VALVES, AUTOMATIC SPRINKLER CONTROLLER, PRESSURE MAINLINE /T\ NIBCO T-585-70-66, BRASS GATE VALVE FOR LINE SIZE 50mm AND LARGER USE PIPING AND BACKFLOW PREVENTER SHALL BE INSTALLED OUTSIDE THE STATE WATT 403-RT-RW WATT 403-RT-RW, LINE SIZE 40mm AND SMALLER USE NIBCO T-585-70-66 RIGHT OF WAY, TYPICAL. © CALSENSE FM- 1.25 B FLOW SENSOR MANUFACTURED BY CALSENSE m o ® SUPERIOR 3100 MASTER VALVE-NORMALLY CLOSED, ELECTRIC DIAPHRAGM GLOBE VALVE o w ® PROPOSED METER TO BE COORDINATED WITH CUCAMONGA CO. WATER DISTRICT (909) 987-2591 x to af MAINLINE PIPING-50mm OR LARGER-CLASS 315 PVC; UNDER 50mm - SCHEDULE 40 PVC. w o LATERAL PIPING- SCHEDULE 40 P.V.C. Q CORRUGATED STEEL SLEEVING FOR MAINLINE PIPING- (2x MAIN SIZE) UNDER ALL VEHICULAR PAVING AREAS Q - - UNDER NON-VEHICULAR HARDSCAPE SCH. 40 PVC SLEEVING FOR MAINLINE PIPING- (2X MAIN SIZE) SLEEVING FOR VALVE WIRES-SCHEDULE 40 P.V.C. MIN. 100mm (4") SIZE. ALVE SEQUENCE ARAS .FT. METRIC CONVERSION CHART 14:��APPROX. FLOW L/M LATERAL PIPE SIZING CHART FLOW ALVE SIZE SYMBOL METRIC STANDARD L Min. GPM o m En20mm 3/47 0-38 0-10 o � 25mm 1" 38-64 10-17 LJ w w Z Y - - v � U `k 32mm 1 1/4 64-106 17 28 F w 40mm 1 -11/2" 106-144 28-38 v o 50mm 2" 144-189 38-50 T 64mm 2 1/2" 189-283 50-75 x U R/W - - -LIJ - U 001% 00m% tY W a_ a- V) = FOOTHILL BLVD . Z g ru U W w W (150mm) 6" PIPE SLEEVEK. O N 1�— W --------------------------------------- - - - -- --- -- -- - - - - - - - - - - - - - - - - - - - -- -- -- - -- - - -- - - - -- I— ra Q W W ry O J (100mm) 4" WIRE SLEEVE O-4 � J 1� V) U U Q s a — — � U LL 0011 R/W — — — — — — — — — — — — C r R/W � U w � Q W SEE SHEET HP-22 FOR REFER TO SHEETS HP-29-31 a- Q COORESPONDING LANDSCAPE PLAN. FOR IRRIGATION DETAILS o U � Q � I Z a a a Qg Q z F,FORE Y Under ground 0 Service Alert LL. of Southern Colifomia Q Call: TOLL FREE Q 10 a – - - 1 -800 e, LL_ 422-4133 IRRIGATION PLAN O t �t w TWO WORKING DAYS BEFORE YOU DIG 5 s ,LO SCALE: 1 :250 0 �- KEY MAP Q 2 Z IN ARE ALL DIMENSIONS ENO SCALE HP-8 METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I ICU EA SCALE IS IN MILLIMETERSI I I I I I I I DESCRIPTION OF REVISION DATE APcrtY PROVED: SYMBOL IRRIGATION LEGEND (PHASE ONE) CITY OF RANCHO CUCAMONGA MFG. MODEL TDESCRIPTION METRIC FLOW L Min. RADIUS K a VAN FULL HALF QTR. # P M �• APPROVED BY: _S- I< RAINBIRD 1812 SAM-PRS-PCS-030-5 30 cm POP-UP SPRAY - - .76 .38 1 ,5 5' 207K CITY ENGINEER i w'._; < ((,pct ,; C. �i RCE: c x W o _L V RAINBIRD 1812 SAM-PRS-8 30 cm POP-UP SPRAY 5.87 3.97 1 .97 .98 2,4 8' 207K PLAN PREPARED BY: RECOMMENDED dr o m m RAINBIRD 1812 SAM-PRS-10 30 cm POP-UP SPRAY 7.95 5.98 2.99 1.48 3,1 10' 207K u`N0 As LANDSCAPE CHECKLIST NOTE G-1 a LYNN CAPOUYA INC RAINBIRD 1812 SAM-PRS-12 30 cm POP-UP SPRAY 7.38 9.60 4.92 2.46 3,7 12' 207Ky ' 3822 CAMPUS DRIVE, SUITE 120 SHEU Y 1 V RAINBIRD 1812 SAM-PRS-15 30 cm POP-UP SPRAY 10.5 - 7.00 3.48 4,6 15' 207K THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM NEWPORT BEACH, CA. 92660 PLANTING OF THE CALTRANS �^ TO THE PROVISIONS IN SECTION 20-4 HIGHWAY 7V OF 72 O STANDARD SPECIFICATIONS. BRASS QUICK COUPLING VALVE W LOCKING VINYL COVER-25mm SIZE,� DRAWING / 2314 WITH 4 KEYS TOTAL PROVIDED IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE WITH THE �'lf OF CAV DATE FlLE ND ❑ RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE W/CARSON-VALVE BOX, SIZE INDICATED ON PLAN PROVISIONS IN SECTION 20-5"IRRIGATION SYSTEMS' OF THE CURRENT CALTRANS SPECIFICATIONS. CALSENSE ET-1-8/12 -DR WITH CONTROLLER, W/ STRONGBOX SB-24SS/120V ENCLOSURE ANT-1, TP-1, TP-110 COORDINATE ELECTRICAL CONNECTION WITH SCE ® 1(909)357-6240 ❑ FEBCO 825-Y-A REDUCED PRESSURE BACKFLOW PREVENTER, 50mm SIZE. W/WILKINS-500 PRESSURE REGULATOR, ENCLOSED IN STRONGBOX SBBC-30-AL NIBCO T-585-70-66, BRASS GATE VALVE FOR LINE SIZE 50mm AND LARGER USE WATT 403-RT-RW WATT 403-RT-RW, LINE SIZE 40mm AND SMALLER USE NIBCO T-585-70-66 © CALSENSE FM- 1.25 B FLOW SENSOR MANUFACTURED BY CALSENSE m ® SUPERIOR 3100 MASTER VALVE-NORMALLY CLOSED, ELECTRIC DIAPHRAGM GLOBE VALVE ui o ® PROPOSED METER TO BE COORDINATED WITH CUCAMONGA CO. WATER DISTRICT (909) 987-2591 x V) MAINLINE PIPING-50mm OR LARGER-CLASS 315 PVC; UNDER 50mm - SCHEDULE 40 PVC. � w LATERAL PIPING- SCHEDULE 40 P.V.C. - ------- ---- CORRUGATED STEEL SLEEVING FOR MAINLINE PIPING- (2x MAIN SIZE) UNDER ALL VEHICULAR PAVING AREAS ui - UNDER NON-VEHICULAR HARDSCAPE SCH. 40 PVC SLEEVING FOR MAINLINE PIPING- (2X MAIN SIZE) SLEEVING FOR VALVE WIRES-SCHEDULE 40 P.V.C. MIN. 100mm (47) SIZE. VALVE SEQUENCE AREASQ. . METRIC CONVERSION CHART L4:�APPROX. FLOW L/M LATERAL PIPE SIZING CHART FLOW ALVE SIZE SYMBOL METRIC STANDARD L Min. GPM Qm m N 38 — m 3 4 0 10 / 0 g o 25mm 1" 38-64 10-17 v v `� 32mm 1-1/4N 64-106 17-28 Fn 40mm 1-1/2" 106-144 28-38 v o 50mm 27 144-189 38-50 64mm 2 1/42" 189-283 50-75 x LU • F— R/W Of Q � z w I Q E3 Z FOOTHILL BLVD . ru =j w W _ - --�,� LU 0 7U- '4 cm j - -- — Loe O Q - - - — Z W O J Z Er 5 °-° > soFr °� ,�80FT. o-7 SO eOFr. °� 1357 SOFT. U36 SWA) (V1 Saw � 122 (127 saw = x z p Q 40 04 (04 eoaU 40 132 40 Q 0 R/W � U z REFER TO SHEETS HP-29-31 LLJ FOR IRRIGATION DETAILS Ir- W SEE SHEET HP-23 FOR W Q COORESPONDING LANDSCAPE PLAN. coO z 1_5 a a z F,FORE Under z § ye }°° ground Of I O °, Service Alert Li of Southern California UCall: TOLL FREE 10 ' -80 IRRIGATION PLAN 7!!7 0 422-4133 _L_ z ' I___ PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG SCALE: 1 :250 5 20 z KEY MAP ALL DIMENSIONS ARE IN HP-9 U)) NO SCALE METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I I I I I I I I CU I EA DESCRIPTION OF REVISION DATE APcC"PROVED: IRRIGATION LEGEND (PHASE ONE) CITY OF RANCHO CUCAMONGA SYMBOL METRIC FLOW L Min. RADIUS VAN FULL HALF QTR. MFG. MODEL # DESCRIPTION M Fr. KP° APPROVED BY: i /, DATE: I, _ M- RAINBIRD 1812 SAM-PRS-PCS-030-5 30 cm POP-UP SPRAY - - .76 .38 1 .5 5' 207K CITY ENGINEER �/v�-t 4 {L(,G �; lLC RCE: x W V _L V RAINBIRD 1812 SAM-PRS-8 30 cm POP-UP SPRAY 5.87 3.97 1.97 .98 2.4 8' 207K PLAN PREPARED 9Y: 77'7 tis' 0 _& 0 RAINBIRD 1812 SAM-PRS-10 30 cm POP-UP SPRAY 7.95 5.98 2.99 1 .48 3.1 10' 207K uN � LYNN CAPOUYA, INC As RAINBIRD 1812 SAM-PRS-12 30 cm POP-UP SPRAY 7.38 9.60 4.92 2.46 3,7 12' 207K ~ �. % 3822 CAMPUS DRIVE SUITE 120 sH Y 1 Y _ _ _ NEWPORT BEACH, CA. 92660 RAINBIRD 1812 SAM PRS 15 30 cm POP-UP SPRAY - 7.00 3.48 4 6 15 207K 10.5 . - / of 72 O RAINBIRD 33 DNP BRASS QUICK COUPLING VALVE, W/LOCKING VINYL COVER-25mm SIZE, ,D �� R.c•E. No 2314 DRAWING NO. WITH 4 KEYS TOTAL PROVIDED �rF of Cao DATE MILE No ❑ RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE W/CARSON-VALVE BOX, SIZE INDICATED ON PLAN CALSENSE ET-1-8/12 -DR WITH CONTROLLER, W/ STRONGBOX SB-24SS/120V ENCLOSURE ANT-1, TP-1 , TP-110 COORDINATE ELECTRICAL CONNECTION WITH SCE ® 1(909)357-6240 m FEBCO 825-Y-A REDUCED PRESSURE BACKFLOW PREVENTER, 50mm SIZE. W/WILKINS-500 PRESSURE REGULATOR, ENCLOSED IN STRONGBOX SBBC-30-AL a NIBCO T-585-70-66, BRASS GATE VALVE FOR LINE SIZE 50mm AND LARGER USE WATT 403-RT-RW WATT 403-RT-RW, LINE SIZE 40mm AND SMALLER USE NIBCO T-585-70-66 LANDSCAPE CHECKLIST NOTE G-1 a © CALSENSE FM- 1.25 B FLOW SENSOR MANUFACTURED BY CALSENSE THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM m o ® SUPERIOR 3100 MASTER VALVE-NORMALLY CLOSED, ELECTRIC DIAPHRAGM GLOBE VALVE TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS N STANDARD SPECIFICATIONS. V ® PROPOSED METER TO BE COORDINATED WITH CUCAMONGA CO. WATER DISTRICT (909) 987-2591 x � IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE WITH THE cr_ MAINLINE PIPING-50mm OR LARGER-CLASS 315 PVC; UNDER 50mm - SCHEDULE 40 PVC. PROVISIONS IN SECTION 20-5'IRRIGATION SYSTEMS" OF THE CURRENT CALTRANS SPECIFICATIONS. Li LATERAL PIPING- SCHEDULE 40 P.V.C. Q - CORRUGATED STEEL SLEEVING FOR MAINLINE PIPING- (2x MAIN SIZE) UNDER ALL VEHICULAR PAVING AREAS UNDER NON-VEHICULAR HARDSCAPE SCH. 40 PVC SLEEVING FOR MAINLINE PIPING- (2X MAIN SIZE) SLEEVING FOR VALVE WIRES-SCHEDULE 40 P.V.C. MIN. 100mm (47) SIZE. VALVE SEQUENCE AREA SQ. . METRIC CONVERSION CHART APPROX. FLOW L/M LATERAL PIPE SIZING CHART FLOW ALVE SIZE SYMBOL METRIC STANDARD L Min. GPM w 0° m 20mm 3/4" 0-38 0-10 g o 25mm 1" 38-64 10-17 UJ v z � Fn w `k 32mm 1 -1/4!' 64-106 17-28 w `41N 40mm 11-112" 106-144 28-38 v o v CONTRACTOR:NOTE TO 50mm 2" 144-189 38-50 ELECTRICAL P.O.C. TO BE VERIFIED IN THE 64mm 2 1/2" 189-283 50-75 FOLD. CONTACT S.C.E. FOR SPECIFICATIONS AND REQUIREMENTS. (800)990-7788 \ 1TIN x U R/W - - - — _ — -- �— — — Q 4_ Z —- -- - � 2 -F 0 0 TH L L -RLV D . ruI— W > -- c o _ - -_- - Q f . 2s - - - n o 04Q _ - - - Q - - F– — m - ro Q _ W 0O Z ASPH � cn � _ U x Q V Q v - - O = R/W / z v LLJ cr Q I I O P P STE ASPH cy- W Q SEE SHEET HP-24 FOR 0- COORESPONDING LANDSCAPE PLAN.bi REFER TO SHEETS HP-29-31 I: FOR IRRIGATION DETAILS Z > a L Q z AFORE r Under z 1 §! ye °� ground Iz O —71 1 Service Alert LL_ of Southem Califomia Q Call: TOLL FREE Q �Q x U - --- —---- - r a - -- - - 1 -800 LL_ 422-4133 IRRIGATION PLAN TWO WORKING DAYS BEFORE YOU DIG ,LI �"^ 2 5 20 SCALE: 1 :250 0 QKEY MAP 41 NO SCALE ALL DIMENSIONS ARE IN HP-10 METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I ICU EA SCALE IS IN MILLIMETERS I I I I I I I DESCRIPTION OF REVISION DATE carr A�Rovm: IRRIGATION LEGEND (PHASE -ONE) CITY OF RANCHO CUCAMONGA i METRIC FLOW L Min. RADIUS MFG. MODEL DESCRIPTION K a - VAN FULL HALF TR. # P Q M �• APPROVED BY: r DATE: S� IRRIGATION PRESSURE CALCULATION TABLE CITY ENGINEER `` ..t,C� (CCGt ';�LL�� RCE: RAINBIRD 1812 SAM-PRS-PCS-030-5 30 cm POP-UP SPRAY - - .76 .38 1 ,5 5' 207K P.O.C. "D" - x W V _L V RAINBIRD 1812 SAM-PRS-8 30 cm POP-UP SPRAY 5.87 3.97 1.97 .98 2.4 8' 207K WATER METER NO. DPLAN PREPARED ErYRECOMMENDED N, DSC,�pE tb o m m RAINBIRD 1812 SAM-PRS-10 30 cm POP-UP SPRAY 7.95 5.98 2.99 1.48 3,1 10 207K s1zE 7 LYNN CAPOUYA INC o RAINBIRD 1812 SAM-PRS-12 30 cm POP-UP SPRAY 7.38 9.60 4.92 2.46 3,7 12' 207K ELEVATION OF METER 365.9m , 3822 CAMPUS �DRNE, SUITE 120 SHEET Y� 1 V RAINBIRD 1812 SAM-PRS-15 30 cm POP-UP SPRAY 10.5 - 7.00 3.48 4,6 15' 207K STATIC PRESSURE (621 Kpa) 90 PSI NEWPORT BEACH, CA. 92660 '' TYPE: POTABLE * SOF, �� O RAINBIRD 33 DNP BRASS QUICK COUPLING VALVE W LOCKING VINYL COVER-25mm SIZE SOURCE OF INFORMATION CARLOS FIMBRES FROM RANCHO POINT OF CONNECTION D Q , DRAWING N0. , / MAINTAINED BY CITY OF RANCHO •A� �' R.C.E No ��+ WITH 4 KEYS TOTAL PROVIDED CUCAMUNGA CO. WATER DISTRICT rF PHONE NUMBER (949)474-8119 CUCAMONGA OF CAV DATE FILE NO ❑ RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE W/CARSON-VALVE BOX, SIZE INDICATED ON PLAN DATE OF INFORMATION 7-30-99 INSTALL A 2" WATER METER WHERE SHOWN ON PLAN. CALSENSE ET-1-8/12 -DR WITH CONTROLLER, W/ STRONGBOX SB-24SS/120V ENCLOSURE REMOTE CONTROL VALVE D-3 CONTRACTOR TO TIE INTO WATER METER AND VERIFY ANT-1, TP-1, TP-110 COORDINATE ELECTRICAL CONNECTION WITH SCE ® 1 (909)357-6240 SIZETHAT STATIC PRESSURE IS (621Kpa), 90 PSI PRIOR To FEBCO 825-Y-A REDUCED PRESSURE BACKFLOW PREVENTER, 50mm SIZE. (40/49) 1 1/2" CONSTRUCTION. RUN MAINLINE TO 2"(64mm) FEBCO 825-YA-BV m DEMAND (185 L/M) 49 GPM REDUCE PRESSURE BACKFLOW PER LEGEND. W/WILKINS-500 PRESSURE REGULATOR, ENCLOSED IN STRONGBOX SBBC-30-AL ELEVATION OF HIGHEST HEAD 367.3m INSTALL IN A STRONGBOX #SBBC-30-AL BACKFLOW PRESSURE AT R.C.V. 475.1kpa)68.9PS1 ENCLOSURE. INSTALL A CALSENSE FM-1.25B, NIBCO T-585-70-66, BRASS GATE VALVE FOR LINE SIZE 50mm AND LARGER USE ( , WATT 403-RT-RW _ _ T-585-70-66 BRASS FLOW SENSOR TEE PER CALSENSE'S WATT 4 T W I I m A SMALLER I 03 R R LINE SIZE 40 m AND LL USE N BCO MANUFACTURERS RECOMMEN4ATION. © CALSENSE FM- 1.25 B FLOW SENSOR MANUFACTURED BY CALSENSE QTY. SIZE ITEM PRESURE LOSS CONTROLLER "D" K a PSI CONTRACTOR TO LOCATE R.P. BACKFLOW WHERE SHOWN CITY OF RANCHO CUCAMONGA MAINTAINED tri STAND. P }- m e c S m o ® SUPERIOR 3100 MASTER VALVE NORMALLY CLOSED, ELECTRIC DIAPHRAGM GLOBE VALVE -- ON THE PLANS AND SHALL SLEEVE ALL PIPES UNDER N 1 2" WATER METER 6.2 0.9 VEHICULAR PAVING WITH CORRUGATED STEEL SLEEVES. CONTROLLER TO BE A CALSENSE ET-1-12-DR, ENCLOSED IN A - 1 STRONGBOX SB-24-SS/120V STAINLESS STEEL METERED ENCLOSURE PROP M I - 1 1 BACKFLOW PREVENTER 82.7 2 PROPOSED METER TO BE COORDINATED WITH CUCAMONGA CO. WATER DISTRICT 909 987 259 (50mm) / w ( ) w ., T THE CONTROLLER TO CABINET. CONTROLLER SHALL BE CAPABLE OF FLOW SENSING AND ALL WIRES FROM FLOW SENSOR 0 L x (n � 3 (50mm) 2 GATE VALVES .69 0.1 CENTRAL COMMUNICATION. MAINLINE PIPING-50mm OR LARGER-CLASS 315 PVC; UNDER 50mm - SCHEDULE 40 PVC. 1 BE 14 AND SHALL BE SLEEVED IN A 1" 25mm DIA. PVC CONDUIT. (50mm) 2" MASTER VALVE 24.1 3.5 # ( ) Of LLJ _ 1 32mm " FLOW SENSOR 5.5 0.8 Q LATERAL PIPING SCHEDULE 40 P.V.C. ( ) 1 1/4 MODEL NO ET-1-12-DR-ANT-I.TP-I.TP-110 o CORRUGATED STEEL SLEEVING FOR MAINLINE PIPING- 2x MAIN SIZE 24m (50mm) 2" MAINLINE 20.1 2.9 WATER METER STATISTICS ----- ( ) 1 (40/49) 11/2" REMOTE CONTROL VALVE 22.1 3.2 UNDER ALL VEHICULAR PAVING AREAS SEE POINT OF CONNECTION NOTE FOR ADDITIONAL EQUIPMENT TO BE LLJ - - - UNDER NON-VEHICULAR HARDSCAPE SCH. 40 PVC SLEEVING FOR MAINLINE PIPING- (2X MAIN SIZE) (20mm) 3/4" LATERAL LINE LOSS 6.4 .93 SERVICE LINE/METER SIZE (50mm) 2" UTILIZED BY CONTROLLER. Q� - - ---- (25mm) 1" LATERAL LINE LOSS 19.3 2.8 MAINLINE (METERS) FT. (24M) 79FT SLEEVING FOR VALVE WIRES-SCHEDULE 40 P.V.C. MIN. 100mm (47) SIZE. (32mm) 11/4" LATERAL LINE LOSS 6.8 .98 STATIC WATER PRESSURE 117 VAC POWER TO BE CONNECTED BY THE CONTRACTOR. LOCATION (621Kpa) 90 PSI OF CONTROLLER TO BE LOCATED AS SHOWN ON PLANS AND APPROVED (40mm) 11/2" LATERAL LINE LOSS 5.9 .87 MAXIMUM FLOW - CONTROLLER (185 L/M) 49 GPM BY AN AUTHORIZED REPRESENTATIVE OF THE CITY. VALVE SEQUENCE FITTINGS LOSS (10%) 19.9 2.9 MINIMUM PRESSURE REQUIREMENT (430.2K a) 62.4 PSI ELEVATION CHANGE 4.1 0.6 RESIDUAL PRESSURE 1AREAS .F'T. METRIC CONVERSION CHART (190.3Kpa) 27.6 PSI 1_44APPROX. FLOW L/M LATERAL PIPE SIZING CHART FLOW VALVE SIZE SYMBOL METRIC STANDARD L Min. GPM TOTAL SYSTEM LOSSES 233.3 32.4 M } � M m20mm 3/4" 0-38 0-10 PRESSURE REQUIRED TO OPERATE HEAD 206.8 30 �, w 25mm 1" 38-64 10-17 TOTAL PRESSURE REQUIRED 430.2 62.4 4 J Z Y Z) `k 32mm 1-1/4N 64-106 17-28 LOWEST STATIC PRESSURE AVAILABLE 621 90 C.7 U U - w 1-1 2" 28-38 PRE-SET REGULATED PRESSURE J - cn 40m m 106 144 Q w = / U U 2" - 38-50 RESIDUAL PRESSURE 190.3 27.6 LANDSCAPE CHECKLIST NOTE G-1 a o t 50mm 144 189 THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM 64mm 2 1/2" 189-283 50-75 TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS STANDARD SPECIFICATIONS. IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS IN SECTION 20-5"IRRIGATION SYSTEMS" OF THE CURRENT CALTRANS SPECIFICATIONS. H x U w 0 R/W SIGN- SIGN N N - - - - - - - - 0 R/W r - - - - - - - - - - - - - - - - CONC - - Q �I - CON U (L V) - z z ru o � FOOTHILL BLVD . - _ U C0 w W a_ Z5 L p _ - _ + � � � � � - --�-�-� -�- -�-- �-o - - Q N Q - - 28 v --� o o-- _ --- Q =a= � _ _ - - J O o- w U J II F_ Cn x zU - Q - - -_ o-,3 2 - - 2153 sir. -- 111@!ear. �/� =eoFr. � U ~ ----°�' --- ----------- --- - _ 4o t� `20 e°''" 111idtlm(eh =40M cal ea M) ` --- ---- W Q< an. SEE SHEET HP-25 FOR SEE SHEET HP-10 FOR w Q COORESPONDING LANDSCAPE PLAN. ELECTRICAL P.O.C. o U I z Q a a z AFORE Under ground p °, Service Alert T-1 F1 of Southern California FOCnM Q Call: TOLL FREE 0 10 xU -- -- - - -- - - w a - 1 -800 422-4133 IRRIGATION PLAN Li PHASE 1 PHASE 2 5 20 SCALE: 1 :250 TWO WORKING DAYS BEFORE YOU DIG KEY MAP 4 Q � NO SCALE ALL DIMENSIONS ARE IN REFER TO SHEETS HP-29-31 I— IHP-11 METERS UNLESS OTHERWISE SHOWN. FOR IRRIGATION DETAILS FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I I I I I I I I CU EA DESCRIPTION OF REVISION DATE APc�tt PROVED: IRRIGATION LEGEND (PHASE ONE) CITY OF RANCHO CUCAMONGA METRIC FLOW L Min. RADIUS VAN FULL HALF TR. MFG. FMODEL # DESCRIPTION Kpa APPROVED BY: DATE: Q M FT. kL RAINBIRD 1812 SAM-PRS-PCS-030-5 30 cm POP-UP SPRAY - - .76 .38 1 ,5 5' 207K CITY ENGINEER �i� i... ..�LG�N,.�` liVLl�+ RCE. �� x W V _L V RAINBIRD 1812 SAM-PRS-8 30 cm POP-UP SPRAY 5.87 3.97 1 .97 .98 2,4 8' 207K PUN PREPARED BY: RECOMMfNDED dr o m m RAINBIRD 1812 SAM-PRS-10 30 cm POP-UP SPRAY 7.95 5.98 2.99 1.48 3,1 10' 207K �� LYNN CAPOUYA, INC RAINBIRD 1812 SAM—PRS-12 30 cm POP—UP SPRAY 7.38 9.60 4.92 2.46 3,7 12' 207K y . 3822 CAMPUS DRIVE, SUITE 120 1- V RAINBIRD 1812 SAM—PRS-15 30 cm POP—UP SPRAY 10.5 — 7.00 3.48 4,6 15' 207K NEWPORT BEACH, CA. 92660 'E�OF 72 O RAINBIRD 33 DNP BRASS QUICK COUPLING VALVE, W/LOCKING VINYL COVER-25mm SIZE, LANDSCAPE CHECKLIST NOTE G-1aRC.E. NO 2314 DRAWING No. WITH 4 KEYS TOTAL PROVIDED THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM OF CAV DATE FlLE NO ❑ RAINBIRD EFB—CP—PRS—B REMOTE CONTROL VALVE W/CARSON—VALVE BOX, SIZE INDICATED ON PLAN TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS CALSENSE ET-1-8/12 -DR WITH CONTROLLER, W/ STRONGBOX SB-24SS/120V ENCLOSURE STANDARD SPECIFICATIONS. ANT-1, TP-1, TP-110 COORDINATE ELECTRICAL CONNECTION WITH SCE ® 1 (909)357-6240 IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS IN SECTION 20-5"IRRIGATION SYSTEMS" OF THE CURRENT CALTRANS SPECIFICATIONS. m FEBCO 825-Y-A REDUCED PRESSURE BACKFLOW PREVENTER, 50mm SIZE. W/WILKINS-500 PRESSURE REGULATOR, ENCLOSED IN STRONGBOX SBBC-30-AL a NIBCO T-585-70-66, BRASS GATE VALVE FOR LINE SIZE 50mm AND LARGER USE WATT 403-RT-RW WATT 403-RT-RW, LINE SIZE 40mm AND SMALLER USE NIBCO T-585-70-66 © CALSENSE FM- 1.25 B FLOW SENSOR MANUFACTURED BY CALSENSE m ® SUPERIOR 3100 MASTER VALVE-NORMALLY CLOSED, ELECTRIC DIAPHRAGM GLOBE VALVE Uj 0 ( ® PROPOSED METER TO BE COORDINATED WITH CUCAMONGA CO. WATER DISTRICT (909) 987-2591 w x V) MAINLINE PIPING-50mm OR LARGER-CLASS 315 PVC; UNDER 50mm - SCHEDULE 40 PVC. Q LATERAL PIPING- SCHEDULE 40 P.V.C. CORRUGATED STEEL SLEEVING FOR MAINLINE PIPING- (2x MAIN SIZE) UNDER ALL VEHICULAR PAVING AREAS - - UNDER NON-VEHICULAR HARDSCAPE SCH. 40 PVC SLEEVING FOR MAINLINE PIPING- (2X MAIN SIZE) SLEEVING FOR VALVE WIRES-SCHEDULE 40 P.V.C. MIN. 100mm (4") SIZE. VALVE SEQUENCE AREASQ. . METRIC CONVERSION CHART APPROX. FLOW L/M LATERAL PIPE SIZING CHART FLOW kl SIZE SYMBOL METRIC STANDARD L Min. GPM 0 m m 20mm 3/47 0-38 0-10 ~ M 0 4 25mm 17 38-64 10-17 NOTE TO CONTRACTOR: Z) z Y *k 32mm 1-1/47 64-106 17-28 ELECTRICAL P.O.C. TO BE VERIFIED IN THE U 0V FEILD. CONTACT S.C.E. FOR SPECIFICATIONS w Fn 40mm 1 -1/2" 106-144 28-38 v o U t 50mm 2" 144-189 38-50 AND REQUIREMENTS. (800)990-7788 T 64mm 2 112" 189-283 50-75 I I , x U w 0 H-- I — i Q � LLJ Q to � Z z FOOTHILL BLVD . CL g = _ 0 Q U � AS P.JL � Z w __3 ru --- w - - - - - - � - - �5 --- co 0 f- Q Q (I- w ry w z x z Q DENSE' _ -- F- W _ ----- ---- TR --- NSL a z n W � Q Iz W Q 0— SEE SHEET HP-26 FOR a. Q COORESPONDING LANDSCAPE PLAN. REFER TO SHEETS HP-29-31 QFOR IRRIGATION DETAILS c o Q z z a a a Q a z y�F,FORE yon Un ground Service Alert LL_ of Southern Colifomia FOOTHUI Liz Q Call: TOLL FREE Q 10 Lia 1 -800 422-4133 IRRIGATION PLAN 0 PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG 5J 20 SCALE: 1 :250 KEY MAP 41 g ALL DIMENSIONS ARE IN NO SCALE HP-12 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 METERS UNLESS OTHERWISE SHOWN. I CU I EA SCALE IS IN MILLIMETERS DESCRIPTION OF REVISION DATE cRO APPRONm: IRRIGATION PRESSURE CALCULATION TABLE IRRIGATION LEGEND (PHASE ONE) P.O.C. "E" SYMBOL METRIC FLOW L Min. RADIUS WATER METER N0. E CITY 0F RANCHO CUCAMONGA VAN FULL HALF QTR. MFG. MODEL # DESCRIPTION M I FT Kpa SIZE 2" APPROVED BY: DATE: ELEVATION OF METER 366.2mCITY ENGINEER L (; RCE: cjS3 RAINBIRD 1812 SAM-PRS-PCS-030-5 30 cm POP-UP SPRAY - - .76 .38 1 .5 50 207K STATIC PRESSURE (607 Kpa) 88 PSI ` W v SAM-PRS-8 - 24 . x � V RAINBIRD 1812 SAM PRS 8 30 cm POP-UP SPRAY 5.87 3.97 1 .97 .98 8 207K TYPE. POTABLE PLAN PREPARED ar: RECOMMENDED 6 o m m RAINBIRD 1812 SAM-PRS-10 30 cm POP-UP SPRAY 7.95 5.98 2.99 1 .48 3.1 10' 207K SOURCE of INFORMATION CARLOS FIMBRES FROM RANCHO POINT OF CONNECTION #E v,NO o RAINBIRD 1812 SAM-PRS-12 30 cm POP-UP SPRAY 7.38 9.60 4.92 2.46 3,7 12' 207K CUCAMUNGA Co. WATER DISTRICT MAINTAINED BY CITY OF RANCHOy, ' LYNN CAPOUYA, INC � .. . SUITE 120 PHONE NUMBER (949)474_8119 CUCAMONGA 3822 CAMPUS DRIVE SHEEP 1 Y RAINBIRD 1812 SAM-PRS-15 30 cm POP-UP SPRAY 10.5 - 7.00 3.48 4,6 15. 207K DATE OF INFORMATION 7-30-99 NEWPORT BEACH, CA. 92660 7 � INSTALL A 2" WATER METER WHERE SHOWN 0N PLAN. V O RAINBIRD 33 DNP BRASS QUICK COUPLING VALVE, W/LOCKING VINYL COVER-25mm SIZE, REMOTE CONTROL VALVE E-3 CONTRACTOR TO TIE INTO WATER METER AND VERIFY � R.C.E. NO 2314 DRAWING No. THAT STATIC PRESSURE IS (607Kpa), 88 PSI PRIOR TO WITH 4 KEYS TOTAL PROVIDED �tf SIZE4940AV CtiATE FILE NO ( / ) 1 12"/ CONSTRUCTION. RUN MAINLINE TO Z' (64mm) FEBCO 825-YA-BV OF C ❑ RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE W/CARSON-VALVE BOX, SIZE INDICATED ON PLAN DEMAND (127 L/M) 34 GPM REDUCE PRESSURE BACKFLOW PER LEGEND. CALSENSE ET-1-8/12 -DR WITH CONTROLLER, W/ STRONGBOX SB-24SS/120V ENCLOSURE ELEVATION OF HIGHEST HEAD 365.1 m INSTALL IN A STRONGBOX #SBBC-30-AL BACKFLOW PRESSURE AT R.C.V. (475.7kpa)69PS1 ENCLOSURE. INSTALL A CALSENSE FM-1.258, ANT-1, TP-1, TP-110 COORDINATE ELECTRICAL CONNECTION WITH SCE ® 1 (909)357-6240 BRASS FLOW SENSOR TEE PER CALSENSE'S FEBCO m 825-Y-A REDUCED PRESSURE BACKFLOW PREVENTER, 50mm SIZE. MANUFACTURER'S RECOMMENDATION.W/WILKINS-500 PRESSURE REGULATOR, ENCLOSED IN STRONGBOX SBBC-30-AL QTY. SIZE ITEM PRESURE LOSS CONTROLLER "E" Kpa PSI CONTRACTOR TO LOCATE R.P. BACKFLOW WHERE SHOWN CITY OF RANCHO CUCAMONGA MAINTAINED a NIBCO T-585-70-66, BRASS GATE VALVE FOR LINE SIZE 50mm AND LARGER USE (metric) STAND. P ON THE PLANS AND SHALL SLEEVE ALL PIPES UNDER WATT 403-RT-RW WATT 403-RT-RW, LINE SIZE 40mm AND SMALLER USE NIBCO T-585-70-66 1 -- 2" WATER METER 6.2 0.9 VEHICULAR PAVING WITH CORRUGATED STEEL SLEEVES. CONTROLLER TO BE A CALSENSE ET-1-12-DR, ENCLOSED IN A 1 (50mm) 2" BACKFLOW PREVENTER 82.7 12 STRONGBOX SB-24-SS/120V STAINLESS STEEL METERED ENCLOSURE © CALSENSE FM- 1.25 B FLOW SENSOR MANUFACTURED BY CALSENSE 3 (50mm) f GATE VALVES .69 0.1 ALL WIRES FROM FLOW SENSOR TO THE CONTROLLER TO CABINET. CONTROLLER SHALL BE CAPABLE OF FLOW SENSING AND 1 50mm) 2^ MASTER VALVE 24.1 3.5 BE #14 AND SHALL BE SLEEVED IN A 1"(25mm)OIA. PVC CONDUIT. CENTRAL COMMUNICATION. ( pp D ® SUPERIOR 3100 MASTER VALVE-NORMALLY CLOSED, ELECTRIC DIAPHRAGM GLOBE VALVE 1 (3m 2m) t 1/4" FLOW SENSOR 5.5 0.8 p tw 13.5m (50mm) 2" MAINLINE 7.6 1.1 WATER METER STATISTICS MODEL NO ET-11-112-DR-ANT-11.7-1.7-11110w PROPOSED METER TO BE COORDINATED WITH CUCAMONGA CO. WATER DISTRICT 909 987-2591 x V) W 1 (40/49) 1 1/2 REMOTE CONTROL VALVE 22.1 3.2 II' SEE POINT OF CONNECTION NOTE FOR ADDITIONAL EQUIPMENT TO BE MAINLINE PIPING-50mm OR LARGER-CLASS 315 PVC; UNDER 50mm - SCHEDULE 40 PVC. 20mm 3 4" LATERAL LINE LOSS 31.3 4.54 UTILIZED BY CONTROLLER. w ( ) / SERVICE LINE/METER SIZE (50mm) 2" Q LATERAL PIPING- SCHEDULE 40 P.V.C. (25mm) 1" LATERAL LINE LOSS 10.4 1.51 MAINLINE (METERS) FT. (13.5M) 44FT p (32mm) 11/4' LATERAL LINE LOSS 22.1 3.2 STATIC WATER PRESSURE (607Kpa 88 PSI 117 VAC POWER TO BE CONNECTED BY THE CONTRACTOR. LOCATION ---- --- CORRUGATED STEEL SLEEVING FOR MAINLINE PIPING- (2x MAIN SIZE) ) OF CONTROLLER TO BE LOCATED AS SHOWN ON PLANS AND APPROVED - - - (40mm) 11/2" LATERAL LINE LOSS 00 00 MAXIMUM FLOW - CONTROLLER 127 L M 34 GPM BY AN AUTHORIZED REPRESENTATIVE OF THE CITY. UNDER ALL VEHICULAR PAVING AREAS ( / ) Li _ _ _ (448.2Kpa) 65 PSI FITTINGS LOSS (10%) 21.4 3.1 MINIMUM PRESSURE REQUIREMENT UNDER NON-VEHICULAR HARDSCAPE SCH. 40 PVC SLEEVING FOR MAINLINE PIPING- (2X MAIN SIZE) ELEVATION CHANGE 3.4 0.5 RESIDUAL PRESSURE (,sB.sKpa) 23 PSI N SLEEVING FOR VALVE WIRES-SCHEDULE 40 P.V.C. MIN. 100mm 4 SIZE. VALVE SEQUENCE TOTAL SYSTEM LOSSES 241.3 35 AREAS .FT. METRIC CONVERSION CHART PRESSURE REQUIRED TO OPERATE HEAD 206.8 30 L4-4-APPROX. FLOW L/M LATERAL PIPE SIZING CHART FLOW TOTAL PRESSURE REQUIRED 448.2 65 ALVE SIZE SYMBOL METRIC STANDARD L Min. GPM LOWEST STATIC PRESSURE AVAILABLE 607 88 LANDSCAPE CHECKLIST NOTE G-1 a M m PRE-SET REGULATED PRESSURE Li 20mm 3/4" 0-38 0-10 RESIDUAL PRESSURE 158.6 23 THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM ~ 25mm 1" 38-64 10-17 TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS UJ UjU CZE U 32mm 1-1/4" 64-106 17-28 STANDARD SPECIFICATIONS. J cn w `w 40mm 1-1/2~ 106-144 28-38 IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE WITH THE U U - t� 50mm 2" 144-189 38-50 PROVISIONS IN SECTION 20-5"IRRIGATION SYSTEMS" OF THE CURRENT CALTRANS SPECIFICATIONS. t 64mm 2 1/2" 189-283 50-75 x CONC - - SIGN T UCr - - -- - - D` a. �p C41 L SHEET HP-12 Z� = ORELECTRICAL P.O.C. In`� U�- �� --- --- ^T �\v D • -] -- --- � I LY LJ ZP H --- - - - -- ru O II W IY ru --- Iz W - IL 0 cV - - Q - - - - - - - - - - - - _� (� ry W 0 150mm(r) - - z v) W Z E1 vu sopr. E-3D E2 _jx Q J c90AG cies emu -- -- - ep - U L.L. E ~ 0 -- _ --_�.�'v.V. -- - = - -- F --- - -- - W REFER TO SHEETS HP-29-31 SEE SHEET HP-27 FOR FOR IRRIGATION DETAILS W < COORESPONDING LANDSCAPE PLAN. o U co W Q Q INSTALL CORRUGATED STEEL PIPE SLEEVES FOR PRESSURE MAINLINE PIPING AND LATERAL Z W~ Q W LINE PIPING LOCATED UNDER HARDSCAPE WITHIN STATE RIGHT OF WAY. Q > Q Q Q ALL ELECTRONIC CONTROL VALVES, AUTOMATIC SPRINKLER CONTROLLER, PRESSURE MAINLINE Q Q PIPING AND BACKFLOW PREVENTER SHALL BE INSTALLED OUTSIDE THE STATE z Z �F,FORE 1-0 Under RIGHT OF WAY, TYPICAL. ground 0p �, Service Alert LL_ of Southern California Q Call: TOLL FREE 0 10 U - _ 1 -800 x a 422-4133 IRRIGATION PLAN o w � PHASE 1 ) PHASE 2 TWO WORKING DAYS BEFORE YOU DIG � 5 �� "�`T`t ,ZO SCALE: 1 :250 I-- KEY MAP N ALL DIMENSIONS ARE IN HP-13 c NO SCALE METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I ICU SCALE IS IN MILLIMETERS I I I I I I I I DESCRIPTION OF REVISION DATE cxrr APPROVED: IRRIGATION LEGEND (PHASE ONE) CITY OF RANCHO CUCAMONGA SYMBOL METRIC FLOW L Min. RADIUS VAN FULL HALF QTR. MFG. FMODEL # DESCRIPTION M I FT. Kpa APPROVED BY: �I `,i, ��' DATE: �- RAINBIRD 1812 SAM-PRS-PCS-030-5 30 cm POP-UP SPRAY - - .76 .38 1 ,5 5' 207K CITY ENGINEERAi �LtCGGI l CSC G 1 RCE: d4/ i.53 x W V _L V RAINBIRD 1812 SAM-PRS-8 30 cm POP-UP SPRAY 5.87 3.97 1 .97 .98 2.4 8' 207K PUN PREPARED 9Y: RECOMMEN dr 0 m m RAINBIRD 1812 SAM-PRS-10 30 cm POP-UP SPRAY 7.95 5.98 2.99 1 .48 3,1 10' 207K Q � 'm � 3822 CAMRAINBIRD 1812 SAM-PRS-12 30 cm POP-UP SPRAY 7.38 9.60 4.92 2.46 3,7 12' 207K y ',� % LYNN CAM UPUS S INC DRIVE, SUITE 120 SH 1 V RAINBIRD 1812 SAM-PRS-15 30 cm POP-UP SPRAY 10.5 - 7.00 3.48 4,6 15, 207K f .� NEWPORT BEACH, CA. 92660 �j # * of--�- O RAINBIRD 33 DNP BRASS QUICK COUPLING VALVE, W/LOCKING VINYL COVER-25mm SIZE, R.C.E. NO 2314 DRAWING WITH 4 KEYS TOTAL PROVIDED of C � DATE RLE NO — ❑ RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE W/CARSON-VALVE BOX, SIZE INDICATED ON PLAN CALSENSE ET-1 -8/12 -DR WITH CONTROLLER, W/ STRONGBOX SB-24SS/120V ENCLOSURE ANT-1, TP-1, TP-110 COORDINATE ELECTRICAL CONNECTION WITH SCE ® 1 (909)357-6240 m FEBCO 825-Y-A REDUCED PRESSURE BACKFLOW PREVENTER, 50mm SIZE. W/WILKINS-500 PRESSURE REGULATOR, ENCLOSED IN STRONGBOX SBBC-30-AL a NIBCO T-585-70-66, BRASS GATE VALVE FOR LINE SIZE 50mm AND LARGER USE WATT 403-RT-RW WATT 403-RT-RW, LINE SIZE 40mm AND SMALLER USE NIBCO T-585-70-66 0 CALSENSE FM- 1.25 B FLOW SENSOR MANUFACTURED BY CALSENSE m o ® SUPERIOR 3100 MASTER VALVE-NORMALLY CLOSED, ELECTRIC DIAPHRAGM GLOBE VALVE in ® PROPOSED METER TO BE COORDINATED WITH CUCAMONGA CO. WATER DISTRICT (909) 987-2591 x V)w � LANDSCAPE CHECKLIST NOTE G-1 a CK MAINLINE PIPING-50mm OR LARGER-CLASS 315 PVC; UNDER 50mm - SCHEDULE 40 PVC. THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM Uj~ LATERAL PIPING- SCHEDULE 40 P.V.C. TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS p STANDARD SPECIFICATIONS. -- CORRUGATED STEEL SLEEVING FOR MAINLINE PIPING- (2x MAIN SIZE) IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE WITH THE UNDER ALL VEHICULAR PAVING AREAS PROVISIONS IN SECTION 20-5"IRRIGATION SYSTEMS" OF THE CURRENT CALTRANS SPECIFICATIONS. Q UNDER NON-VEHICULAR HARDSCAPE SCH. 40 PVC SLEEVING FOR MAINLINE PIPING- (2X MAIN SIZE) SLEEVING FOR VALVE WIRES-SCHEDULE 40 P.V.C. MIN. 100mm (4") SIZE. VALVE SEQUENCE AREASQ. . METRIC CONVERSION CHART APPROX. FLOW L/M LATERAL PIPE SIZING CHART FLOW ALVE SIZE SYMBOL METRIC STANDARD L Min. GPM 0 0° 0° w 20mm 3/4" 0-38 0-10 g o 0 25mm 1" 38-64 10-17 Z) z y `i 32mm 1-1 I/4" 64-106 17-28 QFn = 40m m 1-1/2" 106-144 28-38 o 50mm 2" 144-189 38-50 64mm 2 1/2" 189-283 50-75 x w R/W _ R/W W Q Z Q V) (� (/) w FOOTHILL BL g _VD . o W0 + _ W -- -- — - - - -- -- ---- --- 34 - O r - - w - -- Z Q — — _ — -- ---- co --- -- - - --- ry a- W --- -- V) — -- -- - x Q - � U O - — — - SENSE - -- S.N.V. = ENSE R W z U TREES RAW EES / SIC�NI � Q cr- W 0- SEE SHEET HP-28 FOR 11- Q COORESPONDING LANDSCAPE PLAN. LLJ UREFER TO SHEETS HP-29-31 coVFOR IRRIGATION DETAILS Z a a Q Z AFORE Under z ye ground p °, Service Alert LJ_ -D � of Southern California U Call: TOLL FREE Q 10 x - - -- --- - - r Q 1 -800 IRRIGATION PLAN O 422-4133 �.-. _. PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG .. SCALE: 1 :250 � 5 20 0 KEY MAP � ALL DIMENSIONS ARE IN HP-14 c� NO SCALE METERS UNLESS OTHERWISE SHOWN. 40 60 80 SSNMILLIMETERS I ll 1 OREDUCED ORIGINAL 0 0 SCALE l 1 I I I I CU I EA I- - - PLANTING LEGEND ( PHASE ONE) TOTAL QUANTITIES OF PHASE ONE LISTED CITY OF RANCHO CUCAMONGA'S PLANTING NOTES: DESCRIPTION OF REVISION DATE pTM APPROVED: SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME QUANTITY 1 . CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT NUM. M2 SQ.FT SIZE COMMENTS INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE— CITY O F RANCHO C U CAM 0 N GA TREES INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION. APPROVED BY: / 1 DATE: LAG IND LAGERSTROEMIA I. FAURIEI CRAPE MYRTLE HYBRID 84 - - 600mm 4.6m O.C. (15' O.C.) /t��-�-'�. �. c.Cc��n= `l(.�C.� r7U453 x 'MUSKOGEE' (24-BOX) 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT CITY ENGINEER RCE: REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. PLAN PREPARED 81': RECOMMEND • HU LAN RHUS LANCEA AFRICAN SUMAC 68 - - #15 6m O.C. (20' O.C.) LYNN CAPOUYA, INC (1 GAL) 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, v ' 3822 CAMPUS DRIVE, SUITE 120 SHEET SHRUBS ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY NEWPORT BEACH, CA. 92660 DAMAGE OF SAID UNDERGROUND FACILITIES. * * 5-OF ® PIT WD PITTOSPORUM T. 'WHEELERI' DWARF MOCK ORANGE 541 805 (8,656) #5(5 GAL) 1.2m (4') O.C.A SP. .ADue �' R.C.E. NO 2314 DRAWING NO. 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE t F 4F CAV DATE Fl LE NO RHA IND RHAPIOLEPI INDICA 'PINKIE' INDIA H 1 083 1.2m 4 O.C. A SP. SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS S D E NDA AWTHORNE 728 � 1 4 ( 1,6 5) #5(5 GAL) ( ) HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. NAN DOM NANDINA DOMESTICA 'MAMA' HEAVENLY BAMBOO q;92#- 1,658 (17,847) #5(5 GAL) A TRIANGULATE ® 0.6m (2') O.C. y,yb 2 .9m FROM EDGE OF HARDSCAPE 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO X E R I S C A P E ASSESSMENT SYSTEM SUMMARY INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A NOTE: INSTALL 4" (0.10m)DEPTH OF WOOD CHIP MULCH IN ALL LANDSCAPE AREAS. REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. POINTS REFERENCE LANDSCAPE (POINT VALUE) CLAIMED (SHT/REF.#) MULCH AVAILABLE FROM INTRAVAIA, 1961 W. 16TH, UPLAND, CA 91785-2151, (909) 982-6713. 6. 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 1 • WATER CONSERVING PLANTS (20) 20 HP15 - 28 SUBCONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS 2• TURF LIMITED TO 25% (45% RESIDENTIAL) (20) 20 HP15 - 28 OTHERWISE APPROVED BY THE CITY. 3. PLANTS GROUPED BY WATERING NEED (10) 10 HP15 - 28 m p LANDSCAPE CHECKLIST NOTE E-1b 4. HARDSCAPE (NON-IRRIGATED) SURFACES (10) 10 HP15 - 28 Uj 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT o En THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. 5. PERMEABLE PAVING (5) 00 HP15 - 28 x V) � TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS of 6• LOW-WATER TURF VARITIES (5) 00 HP15 - 28 STANDARD SPECIFTCATIONS. 8. WHENEVER SHRUB GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE 7• MULCH PROVIDED IN NON-GROUND COVER AREAS (5) 05 HP15 - 28 w ADJACENT�a- TO PRIVATE LANDSCAPE AREAS> A CONCRETE HEADER IS REQUIRED,UIRED PURSUANT TO CITY STANDARDS 8. SOIL AMENDMENTS (5 ) 05 HP15 - 28 AND DETAILS HERON. TOTAL POINTS CLAIMED: 70 9. CLEAN UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. (MINIMUM POINTS REQUIRED: 60) w a 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND IRRIGATION (POINTS VALUE) p QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL THE 1 • LOW GALLONAGE IRRIGATION SYSTEM (20) 20 HP01 - 14 REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT. 2• AUTOMATIC CONTROLLER (20) 20 HP01 - 14 3• DESIGN TO WATER PLANTS BY WATERING NEEDS (10) 10 HP01 - 14 4 CY. NITROGEN STABILIZED SAWDUST 120 LBS GYPSUM 4. SOIL MOISTURE SENSORS (10) 00 HP01 - 14 125 LBS GRO-POWER PLUS 5. RAIN SENSORS (5) 05 HP01 - 14 6• WIND SENSORS (5) 00 HP01 - 14 o m m 11. LANDSCAPE ARAEAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, BLEND INTO 7. SENSITIVE TO SLOPE FACTOR (5) 05 HP01 - 14 w EDGES AT GROUNDCOVER AREAS PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING S o o OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S 8 RECLAIMED OR RECYCLED WATER (5) 00 HP01 - 14 z Y APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: c� U TOTAL POINTS CLAIMED: 60 Z-n w INTRAVIA UPLAND, CA (909) 982-6713 U p U MINIMUM POINTS REQUIRED: 60) Ll x U LLI SIGN - - - --- -- - - - r Q I CL w 3; Ld z 0 > z g w FOOTHILL BLVD . w + ASPH ----- - �7 i I Y 1\1 z- J r ry a x z � - Q -- � U LL_ - - - o = ILIJ Z a: SIGN W SEE SHEET HP-1 FOR Q COORESPONDING IRRIGATION PLAN. o U p Q z z �U- a a a NOTE: - a z ORE O Under REFER RPLANTING TISHEET NOTES, TE AND 15 z �y� rGa ground TOSHEETHP-31FOR O Service Alert PLANTING DETAILS. Jof Southern California------- ir-7/ F] I U Call: TOLL FREE 0 10 'D -8000 422-4133 %w- PLANTING PLAN W PHAgE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG 5 20 SCALE: 1 :250 Z KEY MAP g Vi I— NO SCALE ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. HP-15 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I I CU SCALE IS IN MILLIMETERS I I I I I I I I I P LANTI N G LEGEND ( PHASE ONE) TOTAL QUANTITIES OF PHASE ONE LISTED DESCRIPTION OF REVISION DATECny APPROVED: SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME QUANTITY NUM. M2 SQ.FT SIZE COMMENTS CITY OF RANCHO CUCAMONGA TREES APPROVED BY: i 7 DATE: 0LA I _ _ 4.6m O.C. 15 O.C. CITY ENGINEER G ND LAGERSTROEMIA I. FAURIEI CRAPE MYRTLE HYBRID 84 600mm ( ) IIS, x 'MUSKOGEE' 24"BOX VARIES ( ) SEE PLANTING PLANS FOR PIAN PREPARED B': RECOMMEND • HU LAN RHUS LANCER AFRICAN SUMAC 68 - - #15 6m O.C. (20' O.C.) vNO 55 ED STATIONS CALLOUTS LYNN CAPOUYA, INC (1 GAL) y . �► 3822 CAMPUS DRIVE, SUITE 120 SHEET SHRUBS 0.6m MIN NEWPORT BEACH CA. 92660 (TYP) _of 742 PIT WD PITTOSPORUM T. 'WHEELERI' DWARF MOCK ORANGE 541 805 (8,656) #5(5 GAL) 1.2m (4') 0.C.A SP. .� �� R.C.E. No 2314 DRAWING NO. Q� 45 �U RHA IND RHAPIOLEPIS INDICA PINKIE T INDIA HAWTHORNE 728 1,083 (11,645) #5(5 GAL) 1.2m (4 ) O.C.A SP. ( YP) Of cDATE RLE NO & r'r'.rrrr NAN DOM NANDINA DOMESTICA 'NANA' HEAVENLY BAMBOO - 1,658 (17,847) #5(5 GAL) 0 TRIANGULATE ® 0.6m (2') O.C. r r s r .9m FROM EDGE OF HARDSCAPE 1 .5 m MIN 0.6m MIN NOTE: INSTALL 4" (0.10m)DEPTH OF WOOD CHIP MULCH IN ALL LANDSCAPE AREAS. (TYP) MULCH AVAILABLE FROM INTRAVAIA, 1961 W. 16TH, UPLAND, CA 91785-2151, (909) 982-6713. 1 .8m MIN (TYP) HARDSCAPE DETAIL m o LANDSCAPE CHECKLIST NOTE E- 1 b NO SCALE o V) THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM x V TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS STANDARD SPECIFICATIONS. � w Q 0 w Q C, _ n vv u --- SIGN � K� - IC) o m m U') `D = N o o U w UJ N FOOTHILL BLVD . w N 0 a_ aW = U 0 U e-- IV I — - -- - - _ _ ty • • • • • • - }� r - - �- 13 w x r� U W -- --- - _ -- ---- - - _ w N N + - J + ww z -3 J Of = -- - - - ---- -- U R/W R/W F- o o J J I' x z ASPH PARKING J Li ASPH PARKING O 19r w � Q W 1 Q SEE SHEET HP-2 FOR Q COORESPONDING IRRIGATION PLAN. LLJ o U I0 Q Z a a � NOTE: Q a Z W z ��FORE r Under REFER TO SHEET HP-15 U FOR PLANTING NOTES, AND � � �y oho ServiceTO Alert PLANTING HP-31 FOR O�, G DE ALS. _J of Southern California U Call: TOLL FREE 0 10 x - - - - - -- - 041 -800 o3 PLANTING PLAN PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG SCALE: 1 :250 g 5 20 0 KEY MAP a N � NO SCALE ALL DIMENSIONS ARE IN HP-16 METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MIWMETERS I I I I I I I I I I CU I EA PLANTING LEGEND ( PHASEONE) TOTAL QUANTITIES 0F PHASE 0NE LISTED DESCRIPTION OF REVISION DATECrTy APPROVED: SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME QUANTITY NUM. M2 SQ.FT SIZE COMMENTS CITY OF RANCHO CUCAMONGA TREES APPROVED BY: j ,` � DATE: LAG IND LAGERSTROEMIA I. FAURIEI CRAPE MYRTLE HYBRID 84 - - 600mm 4.6m O.C. (15' O.C.) CITY ENGINEER ,/ !(_ ✓(.�.�= RCE: ani 9.�3 x 'MUSKOGEE' (24"BOX) • HU LAN RHUS LANCEA AFRICAN SUMAC 68 - - 15 6m O.C. (20' O.C.) �N PUN �� REcoM� �,�t y� LYNN CAPOUYA, INC SHEET ( ) v 3822 CAMPUS DRIVE, SUITE 120 SHRUBS NEWPORT BEACH, CA. 92660 A-k � * - of�- FFTF1 PIT WD PITTOSPORUM T. 'WHEELERI' DWARF MOCK ORANGE 541 805 (8,656) #5(5 GAL) 1.2m (4') O.C.A SP. � R.C.E. No 2314 DRAWING NO. OF CAV DATE RHA IND RHAPIOLEPIS INDICA 'PINKIE' INDIA HAWTHORNE 728 1,083 (11,645) #5(5 GAL) 1.2m (4') 0.C. A SP. ME NO r NAN DOM NANDINA DOMESTICA 'NANA' HEAVENLY BAMBOO -:Jlli!i 1,658 (17,847) #5(5 GAL) L TRIANGULATE 0 0.6m (2') O.C. Lit'IJJ .9m FROM EDGE OF HARDSCAPE NOTE: INSTALL 4" (0.10m)DEPTH OF WOOD CHIP MULCH IN ALL LANDSCAPE AREAS. MULCH AVAILABLE FROM INTRAVAIA, 1961 W. 16TH, UPLAND, CA 91785-2151, (909) 982-6713. m o LANDSCAPE CHECKLIST NOTE E- 1 b o V) THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM x cn � TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS STANDARD SPECIFICATIONS. w 0 w I Q 0 J R/W ASPH I RAW - --- ------------ 0 m U M g M -- w � � Z Y J (n w 12 _ < U D U U < _ ry on FOOTHILL BLVD . + Liw x 0 W Q w _ 3 - - -- - -- --- + + + + + + + - 1-1j 52 - - - -- - - ---' a -- aASPJ-- L) W Z zo Z w U 14 1 �- a Q R W O O O O a- W O O O O Cf, o < SIGN Elf e- U 0 AI�PH LJJ a W 0- SEE SHEET HP-3 FOR Q COORESPONDING IRRIGATION PLAN. o U i Q � a � NOTE: Q a t� � AFOREo Under REFER TO SHEET HP-15 z �l y� rG ground FOR PLANTING NOTES, AND 01-1 TO SHEET HP-31 FOR Service Alert PLANTING DETAILS. LL- JF00117HLL 111 17- of Southern California U x Call: TOLL FREE 0 10 1 -800 LL- a 422-4133 PLANTING PLAN Li PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG 5 >. 20 SCALE: 1 :250 Z KEY MAP ly �- NO SCALE ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. HP-17 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 CU SCALE IS IN MILLIMETERS P LANTI N G LEGEND ( PHASE ONE) TOTAL QUANTITIES OF PHASE ONE LISTED DESCRIPTION OF REVISION DATE CRY APPROVED: SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME QUANTITY NUM. M2 SQ.FT SIZE COMMENTS CITY OF RANCHO CUCAMONGA TREES APPROVED BY: � ' �'�' DATE: LAG IND LAGERSTROEMIA I. FAURIEI CRAPE MYRTLE HYBRID 84 - - 600mm 4.6m O.C. (15' O.C.) CITY ENGINEER /�AN�-��-Liu-GISI ,{�(.� RCE: Illi X 'MUSKOGEE' (247BOX) PLPREPARED BY: RE D • HU LAN RHUS LANCEA AFRICAN SUMAC 68 - - # v 15 6m O.C. (20' O.C.) u'Nf (1 GAL) LYNN CAPOUYA, INC 03822 CAMPUS DRIVE, SUITE 120 SHRUBS NEWPORT BEACH, CA. 92660 of 72 PIT WD PITTOSPORUM T. 'WHEELERI' DWARF MOCK ORANGE 541 805 (8,656) #5(5 GAL) 1.2m (4') O.C.A SP. NOTE: ,� �� R.C.E. NO 2314 DRAMANG NO. RHA IND RHAPIOLEPIS INDICA 'PINKIE' INDIA HAWTHORNE 728 1,083 (11,645) #5(5 GAL) 1.2m (4') O.C.A SP. NO PLANTING ON THIS �lF OF C"�� DATE FILE 140 SHEET. ' '•'•'• NAN DOM NANDINA DOMESTICA 'NANA' HEAVENLY BAMBOO -7;924- 1,658 (17,847) #5(5 GAL) 0 TRIANGULATE ® 0.6m (2') O.C. 4,4GZ .9m FROM EDGE OF HARDSCAPE NOTE: INSTALL 4" (0.10m)DEPTH OF WOOD CHIP MULCH IN ALL LANDSCAPE AREAS. MULCH AVAILABLE FROM INTRAVAIA, 1961 W. 16TH, UPLAND, CA 91785-2151, (909) 982-6713. >- o LANDSCAPE CHECKLIST NOTE E- 1 b m UJ o V) THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM X N TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS STANDARD SPECIFICATIONS. w 0 UJI o ASPH R/W R/W T 0 m - m T W -71 �-- � U = Z 0 U W aw = z U U (p CO0 .. U-) �. FOOTHILL B LVD . to d 00+ X w = ASPH tu U W Of W - W �- V) --- -- Z Q 0 W w j O cr ZIm- ---- ------ 0 Q I CONC Q 0 0 0 0 O 0 X 0 V) cr 0 O X Z 0 0 Q � U LL- 0 LO = A H z U u LLI Q W 0- SEE SHEET HP-4 FOR a- Q COORESPONDING IRRIGATION PLAN. LLJ co Z a a NOTE: QJ a REFER TO SHEET HP-15 z Z z ORE ro Under FOR PLANTING NOTES, AND � QJ w �y Go ground TO SHEET HP-31 FOR O Service Alert PLANTING DETAILS. LL of Southern Califomia Q Call: TOLL FREE Q 10 1,7 ND U f LL- _ - _ Q� _�-- -- - ---- _- _ _ --- �422_400 X 3 .: _ PLANTING PLAN o w � TWO WORKING DAYS BEFORE YOU DIG 5 F-w. �� .rt._ 20SCALE: 1 :2500KEY MAP 2N ALL DIMENSIONS ARE IN HP-18 E C/)) NO SCALE METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I i I I I I I ( CU EA P LANTI N G LEGEND ( PHASE ONE) TOTAL QUANTITIES OF PHASE ONE LISTED DESCRIPTION OF REVISION DATE PRO ED: SYMBOL ABBREVIATION BOTANICAL NAMECOMMON NAME QUANTITY SIZE COMMENTS A NUM. M2 SQ.FT CITY OF RANCHO CUCAMONG TREES APPROVED BY: // ,, '� �� r DATE:�S �%�� • 4.6m O.C. 15' O.C. CITY ENGINEER /� -��Cu-t`� ;�� (.�C� RCE: LAG IND LAGERSTROEMIA I. FAURIEI CRAPE MYRTLE HYBRID 84 600mm ( ) 'MUSKOGEE' 24"BOX PUN PREPARED BY: _ RECOMMENDED x ( ) • HU LAN RHUS LANCEA AFRICAN SUMAC 68 - - #15 6m O.C. (20' O.C.)0 �N LYNN CAPOUYA, INC %.GAL) 3822 CAMPUS DRIVE, SUITE 120 �� z2a�k SHRUBS NEWPORT BEACH, CA. 92660 PIT WD PITTOSPORUM T. 'WHEELERI' DWARF MOCK ORANGE 541 805 (8,656) #5(5 GAL) 1.2m (4') O.C.A SP. •A�l �' R.C.E. NO 2314 DRAWING NO. NOTE: F of DATE RLE No RHA IND RHAPIOLEPIS INDICA 'PINKIE' INDIA HAWTHORNE 728 1,083 (11,645) #5(5 GAL) 1.2m (4') O.C. A SP. NO PLANTING ON THIS NAN DOM NANDINA DOMESTICA 'NANA' HEAVENLY BAMBOO 7,924 1,658 (17,847) #5(5 GAL) 0 TRIANGULATE ® 0.6m (2') O.C. SHEET. 41*6Z .9m FROM EDGE OF HARDSCAPE NOTE: INSTALL 4" (0.10m)DEPTH OF WOOD CHIP MULCH IN ALL LANDSCAPE AREAS. MULCH AVAILABLE FROM INTRAVAIA, 1961 W. 16TH, UPLAND, CA 91785-2151, (909) 982-6713. m o LANDSCAPE CHECKLIST NOTE E- 1 b Ujo V) THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM x V) � TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS Elul STANDARD SPECIFICATIONS. of w Q 0 Q X SIGN � I w m m R/W �- o o X X R/W p cn = { W N v o n > ----- _.. - - �— - _ = Q z z w00 ru __ FOOTHILL- BLVD . + Q X— � CC U LLJ Q Q - Q - 17 � 8` �� U Z Z Z IJj Ll U 0 _ a_ W V) cr x Q �j UJ 0 0 0 I I LL. E 0 � U z w � Q W Q (L SEE SHEET HP-5 FOR w Q COORESPONDING IRRIGATION PLAN. o U 03 0 Q a z a NOTE: J Q .J a ORE REFER TO SHEET HP-15 z F,F y. Under FOR PLANTING NOTES, AND e ck� �J' 0 ground TO SHEET HP-31 FOR 0 Service Alert PLANTING DETAILS. Li of Southern California Q Call: TOLL FREE 0 10 U _ f x LL- - - - - - ar - -- -- - -_ - - __ 422 401033 PLANTING PLAN o 1 - s ND w PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG 5 20 SCALE: 1 :250 KEY MAP � Q 2 ALL DIMENSIONS ARE IN HP_19 NO SCALE METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I CU I EA IN MIWMETERS 1 1 1 -1 I I SCALE S �_ - l L PLANTING LEGEND ( PHASE ONE) TOTAL QUANTITIES OF PHASE ONE LISTED DESCRIPTION OF REVISION DATE �� SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME QUANTITY SO.FT SIZE COMMENTS NUM. M2 CITY OF RANCHO CUCAMONGA TREES APPROVED BY: ;� r I t l DATE: 1 0LAG IND LAGERSTROEMIA I. FAURIEI CRAPE MYRTLE HYBRID 84 - - 600mm 4.6m O.C. (15 O.C.) CITY ENGINEER ,�,l LIca � �,, (_,{ (� RCE: 3C/�fS MUSKOGEE' (24"BOX) ## PLM aa��D BY: REco►�ENDm • HU LAN RHUS LANCEA AFRICAN SUMAC 68 (151GAL) 6m O.C. (20' O.C.) y.�l;� �y LYNN CAPOUYA, INC 3822 CAMPUS DRIVE, SUITE 120 sHEF SHRUBS NEWPORT BEACH, CA. 92660 PIT WD PITTOSPORUM T. 'WHEELERI' DWARF MOCK ORANGE 541 805 (8,656) #5(5 GAL) 1.2m (4') O.C. 0 SP. ,p'rF R.C.E. No 2314 DRWNc RHA IND RHAPIOLEPIS INDICA 'PINKIE' INDIA HAWTHORNE 728 1,083 (11,645) #5(5 GAL 1.2m (4') O.C. A SP. cru DATE FU NO NAN DOM NANDINA DOMESTICA 'NANA' HEAVENLY BAMBOO 7,924 1,658 (17,847) #5(5 GAL) A TRIANGULATE ® 0.6m (2') O.C. 4,46L .9m FROM EDGE OF HARDSCAPE NOTE: INSTALL 4" (0.10m)DEPTH OF WOOD CHIP MULCH IN ALL LANDSCAPE AREAS. MULCH AVAILABLE FROM INTRAVAIA, 1961 W. 16TH, UPLAND, CA 91785-2151, (909) 982-6713. m o LANDSCAPE CHECKLIST NOTE E— l b Li o N THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM N TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS STANDARD SPECIFICATIONS. UJIQ 0 Q 0 — — — — — — — — R/W N o m m CL Uj C) C0 0 = z U U LLI m U z + W O LLJ w FOOTHILL BLVD . N 0 0 AV LJ C-) o0 Q + + + + 9+ + + + + + + + + + Ile �- w Q (n Q V)0 CD Z_ 0 W (0 Z_ v = n o O z LLJ Q z Q R/W ty LLJ CL- V) z f-- Q U LLJ 0 = I'— U Z: 11� LLJ Q LTJ 0:1- SEE SHEET HP-6 FOR w Q COORESPONDING IRRIGATION PLAN. U w Q W Z m a w w > > Q w Q ch � � a � o Q v¢i � � > NOTE: Q Q (n z J z O W V Q w z a U' m m z z ORE REFER TO SHEET HP-15 Z z It o z = o w ,J w gEF Under > o J J z c- _ W > FOR PLANTING NOTES, AND Iz w It o Q y ground TO SHEET HP-31 FOR 00 _ Q = �, Service Alert PLANTING DETAILS. - - VJ/ THILL BLVD. Y - of Southern California - _ .- - - �/�//I DN U "' Call: TOLL FREE 0 10 w <rI E1 -800 422-4133n'7 r re�_ PLANTING PLAN W V) Q PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG 5 20 SCALE: 1 :250 KEY MAP LLJ < ALL DIMENSIONS ARE IN HP - 20 V r mi NO SCALE METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 CU EA SCALE IS IN MILLIMETERS I I I I I I I I PLANTING LEGEND ( PHASE ONE) TOTAL QUANTITIES OF PHASE ONE LISTED DESCRIPTION OF REVISION DATE �' APPROMm: SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME QUANTITY NUM. M2 SQ.FT SIZE COMMENTS CITY OF RANCHO CUCAMONGA TREES APPROVED BY: { - DATE: ' LAG IND LAGERSTROEMIA I. FAURIEI CRAPE MYRTLE HYBRID 84 - - 600mm 4.6m O.C. (15' O.C.) CITY ENGINEER _�"v� L�(CCu L ,.0 C RCE: x 'MUSKOGEE' (24-BOX) PLAN PREPARED BY.- i- RECOMMENDED • HU LAN ,HUS LANCER AFRICAN SUMAC 68 - - 1 15 6m O.C. (20' O.C.) (1 GAL) y. LYNN CAPOUYA, INC 3822 CAMPUS DIVE, SUITESHEET SHRUBS NEWPORT BEACH,CA. 92 0120 OF PIT WD PITTOSPORUM T. 'WHEELERI' DWARF MOCK ORANGE 541 805 (8,656) #5(5 GAL) 1.2m (4') 0.C.A SP. ,4'lf ' R.C.E. NO 2314 D . WNG NO. OF CAV RHA IND RHAPIOLEPIS INDICA 'PINKIE' INDIA HAWTHORNE 728 1,083 (11,645) #5(5 GAL) 1.2m (4') 0.C. A SP. DAIS RLE NO •; ; ;+; NAN DOM NANDINA DOMESTICA 'NANA' HEAVENLY BAMBOO : 1,658 (17,847) #5(5 GAL) A TRIANGULATE ® 0.6m (2') O.C. i .9m FROM EDGE OF HARDSCAPE NOTE: INSTALL 4" (0.10m)DEPTH OF WOOD CHIP MULCH IN ALL LANDSCAPE AREAS. MULCH AVAILABLE FROM INTRAVAIA, 1961 W. 16TH, UPLAND, CA 91785-2151, (909) 982-6713. m o LANDSCAPE CHECKLIST NOTE E- 1 b o (n THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM x V) �jl TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS �jlSTANDARD SPECIFICATIONS. � w 0 Li Q 0 R/W R/W M m m w p N 0 w W I U U L=4 �a z N N FOOTHILL BLVD . �' Z t0cV "' W o CV + _ cV x U v + + + + + + + + N -�- N = p + + + + V;k + + + + CV Q w 12- W 0 Z Z z 5 U w 0Zell- : - -� — -�-- — o' — — — — — — — — — — — — — � R/W o R/W NOTE: NO TREES IN AREA 100' BACK OF ry END OF MEDIAN PER CALTRANS 0 HIGHWAY DESIGN MANUAL LINE OF 0- W SIGHT REQUIREMENTS AT PUBLIC V) a: ROAD INTERSECTIONS. x z o Li E o r � U w � Q W EL SEE SHEET HP-7 FOR W Q COORESPONDING IRRIGATION PLAN. COD Q Z �' a a a NOTE: Q — � z AFORE } Under REFER TO SHEET HP-15 z U R ly- ye o� ground TOSH ETTIHP-310TFOR AND o Service Alert PLANTING DETAILS. LL- J � r F1 of Southern California x C) Call: TOLL FREE 0 10 422-4133 PLANTING PLAN 800 O a TF PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG SCALE: 1 :250 w � 5 20 = KEY MAP 4 N NO SCALE ALL DIMENSIONS ARE IN HP-21 METERS UNLESS OTHERWISE SHOWN. L I FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I ICU EA SCALE IS IN MILLIMETERS I I I I I I I I I P LANTI N G LEGEND ( PHASE ONE) TOTAL QUANTITIES OF PHASE ONE LISTED DESCRIPTION OF REVISION DATECrry APPROVED: SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME QUANTITY NUM. M2 SQ.FT SIZE COMMENTS CITY OF RANCHO CUCAMONGA TREES APPROVED BY: DATE: LAG IND LAGERSTROEMIA I. FAURIEI CRAPE MYRTLE HYBRID 84 - - 600mm 4.6m O.C. (15' O.C.) CITY ENGINEER Lat o '� RCE: x 'MUSKOGEE' (24-BOX) PUN PREPARED 9Y: RECOMMENDED • HU LAN ,HUS LANCEA AFRICAN SUMAC 68 (151GAL) 6m O.C. (20' O.C.) v LYNN CAPOUYA, INC 3822 CAMPUS SHEET SHRUBS NEWPORT BEACH,CA.1SUITE 20 92660 * �-of 72 PIT WD PITTOSPORUM T. 'WHEELERI' DWARF MOCK ORANGE 541 805 (8,656) #5(5 GAL) 1.2m (4') O.C.A SP. ,�'lf �� R.C.E. No 2314 D WING NO. CAV RHA IND RHAPIOLEPIS INDICA 'PINKIE' INDIA HAWTHORNE 728 1,083 (11,645) #5(5 GAL) 1.2m (4') O.C.A SP. OF DATE FlLE NO •; ; ; ;• NAN DOM NANDINA DOMESTICA 'NANA' HEAVENLY BAMBOO t924- 1,658 (17,847) #5(5 GAL) A TRIANGULATE ® 0.6m (2') O.C. 4,44Z .9m FROM EDGE OF HARDSCAPE NOTE: INSTALL 4" (0.10m)DEPTH OF WOOD CHIP MULCH IN ALL LANDSCAPE AREAS. MULCH AVAILABLE FROM INTRAVAIA, 1961 W. 16TH, UPLAND, CA 91785-2151, (909) 982-6713. m o LANDSCAPE CHECKLIST NOTE E- 1 b w o V) THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM x V) TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS STANDARD SPECIFICATIONS. w 0 w Q 0 R/W o m m R/W - - - - w / — — — — — — — Z /W Rc� � Y UFn Uj — — ¢ r U � U 1 r FOOTHILL BLVD . u, N = ~ X- U W W N • + � + +LLJ ri + N Of 04 N LJ N N Afi N N + + + + > + + + + + + V AAA �A + Kv Q Uj N + + + + ANY + X + + + \V+ Q + + + + + + + + W V) W z z � Z = U t\ w U F- = 0 U + � Q N � QR/W — — — — — — — — — — — IZ 0 NOTE: R/W 11 V) NO TREES IN AREA 100' BACK OF x Z END OF MEDIAN PER CALTRANS Q HIGHWAY DESIGN MANUAL LINE OF of ♦ ♦ SIGHT REQUIREMENTS AT PUBLIC V ROAD INTERSECTIONS. LL- O r � U w Q W Q SEE SHEET HP-8 FOR W COORESPONDING IRRIGATION PLAN. Z �' a a NOTE: Q REFER TO SHEET HP-15 z AFORE r Under Z L�! O FOR PLANTING NOTES, AND �y Oo ground TO SHEET HP-31 FOR O C, Service Alert PLANTING DETAILS. LL J of Southern California 11 T-1 m %ml% r-7/ F1 Q Call: TOLL FREE 0 0 422 41°3 PLANTING PLAN o � _ F TWO WORKING DAYS BEFORE YOU DIG _ SCALE: 1 :250 w PHASE 1 PHASE 2 5 20 KEY MAP Q NO SCALE ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. HP-22 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MIWMETERS I I I I I I I i I I CU I EA PLANTING L ( PHASE ONE) TOTAL QUANTITIES OF PHASE ONE LISTED CrrY DESCRIPTION OF REVISION DATE ,��, SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME QUANTITY SIZE COMMENTS NUM. M2 SQ,FTCITY OF RANCHO C U CAM O N GA TREES APPROVED BY: - � , .r DATE:�T, c-, LAG IND LAGERSTROEMIA I. FAURIEI CRAPE MYRTLE HYBRID 84 - - 600mm 4.6m O.C. (15' O.C.) CITY ENGINEER ICCL( \ Z�'� RCE: x 'MUSKOGEE' (24"BOX) PLAN PREPARED BY. RECOMMENDED • HU LAN RHUS LANCER AFRICAN SUMAC 68 - - �15 6m O.C. (20' O.C.) v,Nosc,�. (1 GAL) y. LYNN CAPOUYA. INC SHRUBS 3822 CAMPUS DRIVE, SUITE 120 SHEET NEWPORT BEACH, CA. 92660 # * PIT WD PITTOSPORUM T. 'WHEELERI' DWARF MOCK ORANGE 541 805 (8,656) #5(5 GAL) 1.2m (4') O.C.A SP. ¢ (D of 72 R.C.E. 2314 DRAWING No. �rF AV RHA IND RHAPIOLEPIS INDICA 'PINKIE' INDIA HAWTHORNE 728 1,083 (11,645) #5(5 GAL) 1.2m (4') O.C.O SP. OF CDATE FILE NO NAN DOM NANDINA DOMESTICA 'NANA' HEAVENLY BAMBOO -x;924 1,658 (17,847) #5(5 GAL) A TRIANGULATE ® 0.6m (2') O.C. ` 442 .9m FROM EDGE OF HARDSCAPE NOTE: INSTALL f (0.10m)DEPTH OF WOOD CHIP MULCH IN ALL LANDSCAPE AREAS. MULCH AVAILABLE FROM INTRAVAIA, 1961 W. 16TH, UPLAND, CA 91785-2151, (909) 982-6713. m p LANDSCAPE CHECKLIST NOTE E- 1 b m w p N THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM x vwi TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS STANDARD SPECIFICATIONS. w p w Q I p 0 mUj m p Z Y �. R/W QW = U p U a. z I N o Z o �, FOOTHILL BLVD . x 0 _ ru LJ co w ~ � N U p LjjN A 2E�i - V�+�+ I 0- Q + + + + + + + + + o U j + + + + + + L Q M w N z W Z w V J ~ U o o' o` �- ry a- W x z Q U LL- 0 io = � U w o� � Q W 0- SEE SHEET HP-9 FOR oCOORQ IRRIGATION PLAN. ESPONDING U CO z a a � Q a a a NOTE: z z AFORE Under REFER TO SHEET HP-15 ryground y�G FOR PLANTING NOTES, AND y TO SHEET HP-31 FOR � � �, Service Alert TO DETAILS. J � of Southern California U Call: TOLL FREE0 10 x -- - 1 -800 0 422-4133 - PLANTING PLAN KEY g 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG 5 20 SCALE: 1 :250 Q MAP0 V) NO SCALE ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. HP_23 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I I CU SCALE IS IN MILLIMETERS I I I I I I I I I EA PLANTING LEGEND ( PHASE ONE) TOTAL QUANTITIES OF PHASE ONE LISTED DESCRIPTION OF REVISION DATE A RO ED: SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME QUANTITY NUM. M2 SQ.FT SIZE COMMENTS CITY OF RANCHO CUCAMONGA TREES t 5- APPROVED BY: 4 !fir V I ,` DATE: i=T - LAG IND LAGERSTROEMIA I. FAURIEI CRAPE MYRTLE HYBRID 84 - - 600mm 4.6m O.C. (15' O.C.) CITY ENGINEER ✓ E / ' L �iGU RCE: i x 'MUSKOGEE' (24"BOX) • PUN PREPARED BY: RECOMMENDED 15 6m O.C. 20� O.C.HU LAN RHUS LANCEA AFRICAN SUMAC 68 - - ( ) 1 t � LYNN CAPOUYA, INC { GAL) 3822 CAMPUS DRIVE, SUITE 120 SHEET SHRUBS NEWPORT BEACH, CA. 92660 OF 72 PIT WD PITTOSPORUM T. 'WHEELERI' DWARF MOCK ORANGE 541 805 (8,656) #5(5 GAL) 1.2m (4') 0.C.A SP. .p'lf �' R.C.E. No 2.314 DRAWING No. RHA IND RHAPIOLEPIS INDICA 'PINKIE' INDIA HAWTHORNE 728 1,083 (11,645) #5(5 GAL) 1.2m (4') O.C. A SP. c�U DATE FILE NO ; ;•; NAN DOM NANDINA DOMESTICA 'NANA' HEAVENLY BAMBOO }924- 1,658 (17,847) #5(5 GAL) 0 TRIANGULATE 0 0.6m (2') O.C. 414,&Z .9m FROM EDGE OF HARDSCAPE NOTE: INSTALL 4" (0.10m)DEPTH OF WOOD CHIP MULCH IN ALL LANDSCAPE AREAS. MULCH AVAILABLE FROM INTRAVAIA, 1961 W. 16TH, UPLAND, CA 91785-2151, (909) 982-6713. m o LANDSCAPE CHECKLIST NOTE E- 1 b o N THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM x cn � TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS STANDARD SPECIFICATIONS. Of w 0 U-1 Q 0 UUM, I ST PS R/W o m m N w o � -- --- UJ w 0 ; 0 R/W — W J = Q W � C7 - N CL a_ 0 Z Z ru x- W N -FOTHLL - LVD .r w = w W Q 47 - _ - - N V) N 26 0 --- - - - - 2� - + w m - z 0 :3 ASPH N 1 L30 O L0 Cr _ ago + U H Q + Q R/W / 0- W /) a: P STE x Z P < ASPH � BUJ A P H I LL- 0 i0 ZU ASPH ASPH LLJ � a W a- SEE SHEET HP-10 FOR w Q COORESPONDING IRRIGATION PLAN. o U z I Z a a a a a NOTE: Q a z ORE Under REFER TO SHEET HP-15 — � F,Fr Z L�I O FOR PLANTING NOTES, AND Of �y �o ground TO SHEET HP-31 FOR 0 Service Alert PLANTING DETAILS. LL- T-1 FOOTIHILL-Bm. F1 of Southern California UCall: TOLL FREE 0 10 1A I x Lji H 1 -800 LL -4133 0 4222—41PLANTING PLAN PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG SCALE: 1 :250 � g 5 20 0 KEY MAP E Q ALL DIMENSIONS ARE IN w � NO SCALE HP-24 METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I ICU EA SCALE IS IN MIWMETERS I I I I I I I I I P LANTI N G LEGEND ( PHASE ONE) TOTAL QUANTITIES OF PHASE ONE LISTED DESCRIPTION OF REVISION DATE Crry SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME QUANTITY NUM. M2 SQ.FT SIZE COMMENTS CITY OF RANCHO CUCAMONGA TREES , _ r APPROVED BY a , - t DATE: i'. <��I t i L ��. "1c i LAG IND LAGERSTROEMIA I. FAURIEI CRAPE MYRTLE HYBRID 84 — — 600mm 4.6m O.C. (15 CITY ENGINEER RCE:O.C.) X 'MUSKOGEE' (24"BOX) PUN PREPARED BY: RECOMMENDED N • HU LAN RHUS LANCEA AFRICAN SUMAC 68 - - 15 6m O.C. (20, O.C.) v' 1 t GAL LYNN CAPOUYA, INC ( ) v .4=9 3822 CAMPUS DRIVE, SUITE 120 SHEET SHRUBS NEWPORT BEACH, CA. 92660 of 7? WWI FFTI PIT WD PITTOSPORUM T. 'WHEELERI' DWARF MOCK ORANGE 541 805 (8,656) #5(5 GAL) 1.2m (4') 0.C. A SP. ,p' �� R.C.E. 140 2314 FDRJAVAN o. lF OF CA�1� RHA IND RHAPIOLEPIS INDICA 'PINKIE' INDIA HAWTHORNE 728 1,083 (11,645) #5(5 GAL) 1.2m (4') 0.C.A SP. DATE FlLE NO NAN DOM NANDINA DOMESTICA 'NANA' HEAVENLY BAMBOO 4,4/,Z 1,658 (17,847) #5(5 GAL) 0 TRIANGULATE 0 0.6m (2') O.C. .9m FROM EDGE OF HARDSCAPE NOTE: INSTALL 4" (0.10m)DEPTH OF WOOD CHIP MULCH IN ALL LANDSCAPE AREAS. MULCH AVAILABLE FROM INTRAVAIA, 1961 W. 16TH, UPLAND, CA 91785-2151, (909) 982-6713. m o LANDSCAPE CHECKLIST NOTE E- i b o N THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM X V TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS ai STANDARD SPECIFICATIONS. w Q 0 w o Pv u I ASPH 0 P ASPH Uj o m N R/W SIT SIGN N ^ g w o Iy IL — -- - - R/W m vii w = — — — — — — — -- — - - -- — — — — CONC7777 / - — — N ULi CON j d- U -- - — I - -- L_ -- - - W � F— FOOTHILL B LVD . 0 + -- LwU N C/�LLJ N -- = N -- - - - – _ - - QQ + + + + + + W - 8 + + Z + + + + + + + V) + + + -- - - - - Z ASPH - H Uj 3 -- - C/� Q 77--=Of _ L Q R/W ASPH 0-W ASPH V) � X z SIG Q O DENSE SIGN I —J F— U w o: � Q of W Q SEE SHEET HP-11 FOR a- Q COORESPONDING IRRIGATION PLAN. C) U z a a a NOTE. a Q a z ORE Under REFER TO SHEET HP-15 AFy z 8 p FOR PLANTING NOTES, AND ch-, y GQ ground TO SHEET HP-31 FOR 0 Service Alert PLANTING DETAILS. LL- of Southern Califomia Q Call: TOLL FREE 0 10 LL- a - 1 PLANTING PLAN O 422 4133 '_ PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG SCALE: 1 :250 LSI 5 20 = KEY MAP ALL DIMENSIONS ARE IN HP-25 V) NO SCALE METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I CU EA SCALE IS IN MILOMETERS I I I I I I I I PLANTING LEGEND ( PHASE ONE) TOTAL QUANTITIES OF PHASE ONE LISTED DESCRIPTION OF REVISION DATE ADPROVED: PROVED: SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME QUANTITY NUM. M2 SQ.FT SIZE COMMENTS CITY OF RANCHO CUCAMONGA TREES APPROVED BY: DATE: c LAG IND LAGERSTROEMIA I. FAURIEI CRAPE MYRTLE HYBRID 84 — — 600mm 4.6m O.C. (15' O.C.) CITY ENGINEER / �- � ct,c,� ,`� �,��-� RCE: x 'MUSKOGEE' (24"BOX) PLM PREPARED W: RECOMMENDED • HU LAN RHUS LANCEA AFRICAN SUMAC 68 - - #15 6m O.C. (20' O.C.) N osG� LYNN CAPOUYA, INC (1 GAL) v 3822 CAMPUS DRIVE, SUITE 120 SHEET SHRUBS 17 U ,A� NEWPORT BEACH, CA. 92660 * * OF 72 FET] PIT WD PITTOSPORUM T. 'WHEELERI' DWARF MOCK ORANGE 541 805 (8,656) #5(5 GAL) 1.2m (4') 0.C. A SP. ,�' �� R.C.E. NO RI4 DRAWING NO. lF AU RHA IND RHAPIOLEPIS INDICA 'PINKIE' INDIA HAWTHORNE 728 1,083 (11,645) #5(5 GAL) 1.2m (4') O.C.0 SP. NOTE: OF CDATE FILE NO NAN DOM NANDINA DOMESTICA 'NANA' HEAVENLY BAMBOO 1,658 (17,847) #5(5 GAL) A TRIANGULATE ® 0.6m (2') O.C. • � � i 9,4&Z .9m FROM EDGE OF HARDSCAPE N O PLANTING 0 N THIS SHEET. NOTE: INSTALL f (0.10m)DEPTH OF WOOD CHIP MULCH IN ALL LANDSCAPE AREAS. MULCH AVAILABLE FROM INTRAVAIA, 1961 W. 16TH, UPLAND, CA 91785-2151, (909) 982-6713. m o LANDSCAPE CHECKLIST NOTE E- 1 b Uj o V) THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM x V TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS j STANDARD SPECIFICATIONS. � w 0 w Q 0 IGN S o m m R/W SIGN U-1 UJ � � Z Y I O C7 U W U � U 00"% Q N 04 1 a. Q = x W = —± zFOOTHILL BLVD . oO Z _ CC U G - ASPM tu Q w O - -- - -- -- w co --- �5 U N V)� 30 Asir-, _ _ - - LJ -" O of w + Z IZ Z O J = U U --- - JtNSE - --- TR W rz 0- w T x z � OfU CONC ASPH W DENS ASPH Li 0 TREEE Li.l Cr � Q W Q SEE SHEET HP-12 FOR q Q COORESPONDING IRRIGATION PLAN. o U ca 0 Q 2 Z �, a a NOTE: a � Qa REFER TO SHEET HP-15 Z F,FORE Y Under z � � � � � 0 p FOR PLANTING NOTES, AND � � �y �Q ground TO SHEET HP-31 FOR o Service Alert PLANTING DETAILS. L r` of Southem Califomia Q Call: TOLL FREE 010 x U - Q� -----� - 4224133 1 _800 LL-0V/lff 11A PLANTING PLAN w IgE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG 5 _ ,2o SCALE: 1 :250 KEY MAP 4 0 ALL DIMENSIONS ARE IN HP-26 Cn NO SCALE METERS UNLESS OTHERWISE SHOWN. �j FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 ( ICU EA SCALE IS IN MILUMETERS I I I i I i I PLANTING LEGEND ( PHASE ONE) TOTAL QUANTITIES OF PHASE 0 N E LISTED DESCRIPTION OF REVISION DATE �: SYMBOL ABBREVIATION BOTANICAL NAME TCOMMON NAME QUANTITY NUM, M2 SQ.FT) SIZE COMMENTS CITY OF RANCHO CUCAMONGA TREES APPROVED BY: DATE: 4.6m O.C. 15' O.C. CITY ENGINEER ._{. RCE: ��14�t�3 LAG IND LAGERSTROEMIA I. FAURIEI CRAPE MYRTLE HYBRID 84 600mm ( ) -e x 'MUSKOGEE' 24"BOX • HU LAN RHUS LANCEA AFRICAN SUMAC 68 - - ( ) ( ) �% PUN PREPARED BY: RECOMMENDED 15 6m O.C. 20 O.C. !/ # LYNN CAPOUYA, INC (15 GAL) y ' MP RNE SUITE 120 a 3822 CA US D sf+EEr SHRUBS NEWPORT BEACH CA. 92660 (D of 7 PIT WD PITTOSPORUM T. 'WHEELERI' DWARF MOCK ORANGE 541 805 (8,656) #5(5 GAL) 1.2m (4') O.C.A SP. ,p' �� R.C.E. No 2314 DRAWING NO. t F �� RHA IND RHAPIOLEPIS INDICA 'PINKIE' INDIA HAWTHORNE 728 1,083 (11,645) #5(5 GAL) 1.2m (4') O.C.A SP. OF C DATE FlI� Na 60 9(Ir •, , .+.• NAN DOM NANDINA DOMESTICA 'NANA' HEAVENLY BAMBOO -7792+ 1,658 (17,847) #5(5 GAL) 0 TRIANGULATE 0 0.6m (2') O.C. 414&2 .9m FROM EDGE OF HARDSCAPE NOTE: INSTALL a (0.10m)DEPTH OF WOOD CHIP MULCH IN ALL LANDSCAPE AREAS. MULCH AVAILABLE FROM INTRAVAIA, 1961 W. 16TH, UPLAND, CA 91785-2151, (909) 982-6713. m o LANDSCAPE CHECKLIST NOTE E- 1 b o V) THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM x to � TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS �joSTANDARD SPECIFICATIONS. � w 0 w V1 0 ASPH ASPH � IGN � CONC R/ — -- siG --e0 N s w m _ Z o w CV CL U p UCL —_ip F-0 0T H-t-L L B-LV Do -- - - O N --- - - N - — - - -- W ru -------- - ----- all allillill x w -- - + + + + + + + � - _ + + + + + + + + + + + + v + - + + + + + + + + + + + + -- - - D a w Qj v -- ---- W Z V)Z .J z � U U O ry 0 Q �- DENSE rz 0 W TREES CUL x Z Q � ASPH � U o r U z � w Q W Q SEE SHEET HP-13 FOR Q COORESPONDING IRRIGATION PLAN. W o U co Z r a a NOTE: a � Q a REFER TO SHEET HP-15 z AFORE } Under FOR PLANTING NOTES, AND V �y GQ ground TO SHEET HP-31 FOR 0 Service Alert PLANTING DETAILS. 11-1- J � of Southern California U Call: TOLL FREE Q 10 800 422-4133 - PLANTING PLAN o W PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG 5 _ .. ., ,ZO SCALE: 1 :250 KEY MAP 41 1 N Cn NO SCALE ALL DIMENSIONS ARE IN HP-27 METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I CU SCALE IS IN MILUMETERS PLANTING LEGEND ( PHASE ONE) TOTAL QUANTITIES OF PHASE ONE LISTED DESCRIPTION OF REVISION DATE CRY SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME QUANTITY SIZE COMMENTS NUM. MZ SO.FT CITY OF RANCHO CUCAMONGA TREES APPROVED BY: J! ) ^ r ' DATE: r 003822 AG IND LAGERSTROEMIA I. FAURIEI CRAPE MYRTLE HYBRID 84 - - 600mm 4.6m O.C. (15' O.C.) CITY ENGINEERi, , RCE: F URECOMMENDED K 'MUSKOGEE' (24"BOX) PN PREPARED BY: REC D HU LAN RHUS LANCER AFRICAN SUMAC 68 - - #15 6m O.C. (20' O.C.) LYNN CAPOUYA, INC (15 GAL} � y CAMPUS DRIVE, SUITE 120 SHEET SHRUBS NEWPORT BEACH, CA. 92660 �a_ PIT WD PITTOSPORUM T. 'WHEELERI' DWARF MOCK ORANGE 541 805 (8,656) #5(5 GAL) 1.2m (4') O.C. A SP. ,p'r � R.C.E. NO 2314 oRAvnNc No. f OF CA11 DATE FN.E No INDIA H TH N 1 083 1.2m 4 O.C. A SP. RHA IND RHAPIOLEPIS INDICA 'PINKIE NDA AW OR E 728 (11,645) #5(5 GAL) ( ) NAN DOM NANDINA DOMESTICA 'NANA' HEAVENLY BAMBOO 4,42* 1,658 (17,847) #5(5 GAL) 0 TRIANGULATE ® 0.6m (2') O.C. 41462. .9m FROM EDGE OF HARDSCAPE NOTE: INSTALL 4- (0.10m)DEPTH OF WOOD CHIP MULCH IN ALL LANDSCAPE AREAS. MULCH AVAILABLE FROM INTRAVAIA, 1961 W. 16TH, UPLAND, CA 91785-2151, (909) 982-6713. m w LANDSCAPE CHECKLIST NOTE E- 1 b w V) THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM < Ln � TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS STANDARD SPECIFICATIONS. w w a 0 w o _ J.' - nom. m m - LLJ w w D z v N W W I Z R�W W � W a- o - - _ — — -- - z r Ln Q { Cn w + C;d FOOTHILL BLVD . - o w � z ZO Q Q + - - W rUj - - - - - - o Q + + w O W 34 z Z 0 w 'r? w w cn cn LLJ O a_ U F_ i. O - - - - - ---- _ - -- - -- -- ' Q — — - -, . W _R/W - - - cn < Q Li I o = U -- z LI Q T m O W Q n SEE SHEET HP-14 FOR a- Q COORESPONDING IRRIGATION PLAN. o U w w (!) > Q z w z J J � W ; � z I m a w w > > z 0 0 � Q w Q a a a w NOTE: Q Q > Q Q V) z o z 0 w V Q REFER TO SHEET HP-15 z z � o z m o w w e�,1:ORE ro Under FOR PLANTING NOTES, AND > o w Q U _ o a `y ground TO SHEET HP-31 FOR 0 = Q = Service Alert PLANTING DETAILS. �- of Southern California J -- _ - - FOOT-HILL -B�L VQ. - Y rl - - /I N U w �i It IF _ _ _ Call: TOLL FREE 0 10 W �r Li _soo PLANTING V 422 4133 P o ... . W J Q PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG 5 20 SCALE: 1 :250 KEY MAP <1 ALL DIMENSIONS ARE IN NO SCALE � HP - 28METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 CU EA SCALE IS IN MIWMETERS I ► I I I I I I c DESCRIPTION OF REVISION DATE rt� TO SPRINKLER - ANGLE PIPE TO '�RwED' SPECIFIED DEPTH WITH 45' (137 m) ELLS SCH 40 PVC MALE ADAPTOR BACKFLOW ENCLOSURE #SBBC-30-AL CITY OF RANCHO C U CAM O N GA N SCH 8o PVC UNION 0 gqCKLpyy ASSEFBLY PREVENTER M BRASS OR PVC NIPPLE EM f -� DATE: �`' APPROVED BY: R ~ Q �45%6-E�YPICAL CITY ENGINEER •,�., _ ".�C' C 1. t L= RCE: X ZaITI� EQUAL BRASS WYE STRAINER 3 _ PUN PREPARED BY: RECOMMENDED"SNAP-T ' WATERPROOF CONNECTORS OR EAL. WITH 60 MESH M Y EL SCREEN. / — — — - - \ �N Z g ELECTRIC CONTROL VALVE / \I I v LYNN CAM US INC ^ SHEET PLASTIC VALVE BOX MARKED 'IRRIGATION RCV' (CARSON I I NIPPLE 3822 CAMPUS DRIVE, SUITE 120 NEWPORT BEACH, CA. 92660 E o OR EQUAL)-ETCHED WITH CONTROLLER AND VALVE SEQUENCE. PRESSURE REGULATOR I I I I 6"(150mm) x 12'(300mm) CONCRETE PAD (LENGHT VARIES PER Z12°F - ,n I I I MANUFACTURER/SIZE). SLOPE TO DRAIN 2% MINIMUM. ,p'l +� R.C.E. NO 2314 DRAWING No. Lo I � Ez F •.• c� c�� DATE No � of FILE 6"(152mm)MIN'FINISH GRADE aI )300mm II FINISH GRADE F--1 ( � FCC UNION12" PVC SLEEVE REQUIRED FOR PIPE THROUGH CONC. PAD. z =li III-�z SIDEWALK- - MOISTURE SENSOR WHERE REQUIRED. _ _- BLUE i= I-� - -i � ��I i I I-1 .... — — — i — E - E �� I I 1� -I - -� NIPPLE (TYP.) 2 PLACES E I I I II 111E oI �i Z -1I FROM WATER III = "SNAP-TITE" WATERPR F I I PIG TAIL EXPANSION LOOP-24" 610mm LONG mm. - SOURCE =1 SCH 40 PVC MALE ADAPTOR 003"(75mm�1 I - ( ) 1 =1 - - 1CONNECTOR OR EQUAL ,n - %0 I I PIG TAIL EXPANSION .� � BRASS ANGLE VALVE W/ UNION. IRRIGATION CONTROLLER LOOP-MIN.24" (610mm) LONG.FLOW 3"(75mm) III- " I(-� =1 FoM PLow MF-TER, III o - TO METER .'; II >• WATERPROOF ALL M � I 3 4 19mm WASHED, CRUSHED AGGREGATE I I . Li / ( ) 11= LINE TO SYSTEMS PLASTIC VALVE BOX (CARSON OR EQUAL) WITH PLASTIC WIRE CONNECTIONS cn 1= 3 E _ )K -I INTERGRATED LOCKING LID. PLACE 3"(75mm) ABOVE Wrrl-15GoTCH-l.o X � tIII o o M 90% COMPACTIONS CONCRETE THRUST BLOCK ELBOW (TYP.) 4-PLACES IN PLANTER AREAS. oR F- teal. - III- - REQUIRED PER CCWD STANDARDS w I-I I I-I!1- � SCH 80 PVC NIPPLE PIG TAIL EXPANSION Nc 'c COMMON � COMMON WIRES k (COMMON) Q 4"(100mm) CONTROL & CO 0 IGID PIPE AND RELATED FITTINGS SHALL BE PER LOOP MIN.24 (610mm) LONG � WHITE p CUCAMONGA COUNTY WATER DISTRICT STANDARDS. BLU CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO F 14 w CONSTRUCTION. WIRE Q p BRASS NIPPLE RED MAST5ALVE N ROL SCH 40 PVC SXSXT TEE PRESSURE SUPPLY LINE BLACK NOTES: FLOW 1. INSTALL PER LOCAL CODES. FLOW METER DIAMETER SAME SIZE AS FLOW 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" (610mm) FROM ANY DIAMETER SAM SIZE METER SIZE STRUCTURES OR HARDSCAPING. AS FLOW METER SIZE 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) } NOTES: MOUNT TEST COCKS ON OPEN OR NON—STRUCTURE SIDE. MINIMUM DISTANCE DOWNSTREAM OF p m mUNINTERRUPTED PIPE (5X DIAMETER w 1 . INSTALL CONTROL VALVES A MINIMUM OF 12" (300mm) FROM STRUCTURES OR HARDSCAPING. 4. ORIENT UNIT PARALLEL TO STREET. OF FLOW METER SIZE) g Z ww 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. MINIMUM DISTANCE UPSTREAM OF p v 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF UNINTERRUPTED PIPE (10X DIAMETER QU- = 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. DISIMILAR METALS. OF FLOW METER SIZE) v o v 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER VALVE NUMBER. NoTIGg WHEN MAINLINE IS 3" (75mm) OR LARGER. I. MAKE Errbk`(- F11-LE V GONNP.0-nONS, WHF_t,4 Flow rW_j-lc(z IS, &LOE-0 IN 2. MoxiMtZE p5TANce of asVUCEG) popE Afzour4pFlow Ma;'TIE2A� Po551PSt E 520 REMOTE CONTROL VALVE WITH C 517 REDUCED PRESSURE BACKFLOW A 516 FLOW METER INSTALLATION X — w SHUT-OFF AND UNION NO SCALE PREVENTER NO SCALE NO SCALE U Q 24" (610 mm LJ STRONG BQX MODEL NO: qT RADE IN LAWN AREAS U SB-24SS 120V 3" ?75mm) IN PLANT BEDS ROUND PLASTIC VALVE BOX do Z COVER ETCHED "IRRIGATION GATE" g E (CARSON OR EQUAL) E 3'-6" x 3'-6" x6" (1067 mm x 1067 mm x 152 mm) FINISH GRADE w 14 -CD CONCRETE FOOTING INSTALL A MINIMUM OF 3"(76.2 mm) - - O ABOVE GRADE AND SLOPE i II I�1 II 11 -1 I- BALL VALVE - 1 11t (38mm) TOP TO DRAIN AT M =11 III =111=' OR SMALLER WITH STAINLESS STEEL MINIMUM OF 2% NOTE: ^ '1=11 VE111 I I1-I I' E E I I I=1 I la tI=-I I I. HANDLE. RESILIENT WEDGE - 2"(50mm) ( 03 rnm'i N E ENCLOSURE TO BE GROUNDED PER E -I I�I I I 1 I 1=1 OR LARGER WITH GATE VALVE- Ln Ln LOCAL CODE. GROUND ROD TO BE O =III=1I M11' 2"(50mm) OPERATING NUT (EPDXY COATED) o N o 5 Pull box FINISH !c'' INSTALLED INSIDE ENCLOSURE. ON I-1 11= 111= =III-I_I -VALVE 1 m MIN GRADE CONTROLLER SIDE. I FA I I-I Type A Pavement - -111=1TI III=i Q 150 mm Marker at EP E . to IF111� II-111= I— E = -- O FG Bushing %0 _ I I—I I — r - COMMON WIRE/CONTROL WIRES IN z =1I I�I I III=1 to —�—) — —_— 3"(76.2 mm) SCH 40 PVC CONDUIT I�I 11=1 1=1 1 a- W P0V) a _ ( — I 1EI — —I I - E 3" (75m1m II, III-III= X Z — �� 152 mm Ln 0 3 0 •O 0°O 00 U Cap m 120 VOLT WIRE IN RIGID STEE 90' SWEEP ELL ( ) 0 0 : 12 0.O 0°O 0° 4" (100MM MIN.) CONDUIT (PER LOCAL CODE) (TYP) 10" 16" �o No 10 Reinforcing TO POWER SIDE OF CABINET 254 mm °O 0 0 ' MM) 1 o bar 11 ) ANT 1 ANTENNA PORT EPDXY HEAVY DUTY WEATHER - RESISTANT FILLED LOCATED OUTSIDE OF SUPPLY LINE PHOTO ELECTRIC SWITCH V o BOX. INSTALLATION/LOCATION HED CRUSHED 3/4" (19mm) WAS ZFOR SECURITY LIGHT CONTROL PER CITY AND MANUFACTURERS REP. GG Q AS REQUIRED PER PLANS AGGRE ATE BASE Galvanized Steel Pipe Conduit ® ELECTRIC METER PER SCE NOTES. of W Thrust Block CALSENSE CONTROLLER, OR APPROVED 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. Q 0- 3 EQUAL, MODEL NO. PER PLANS. REFER 2. INSTALL CONTROL VALVES A MIN. OF 12" (300mm) FROM STRUCTURES OR HARDSCAPING. 11 Q (MIN 0.06 m PCC Waterline Crossover TO CONTROLLER INSTALLATION STD. 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. Li.l 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 0 Sprinkler Control Crossover SECURITY LIGHT TIMER 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. r (l) Compacted Or With Pull Wire REQUIRED PER PLANS 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND I 0 Undisturbed SOiI 8'(2438 mm) GROUND ROD VALVE NUMBER. Z (203 mm) Q 41 FINISH 2X z SECTION GRADE - ' ~ - B 516 VALVE-75mm OR SMALLER LL_ 2"(50.8 mm) SCH 40 I � J NO SCALE CONDUIT FOR SECURITY U LIGHT WIRING — _ _ - 120 VOLT WIRE IN RIGID STEEL CONDUIT (PER X - - L°��` °°E' IRRIGATION DETAILS Li 0 SCALE: 1 :250 LIJZ F IRRIGATION CROSSOVER D 522 CONTROLLER ENCLOSURE-TYPE A Q � NO SCALE NO SCALE HP-29 P1E I �� I FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I I CUEA SCALE IS IN MILLIMETERSI I I I I I I I I DESCRIPTION OF REVISION DATE C" APPROVED: CITY OF RANCHO CUCAMONGA APPROVED BY: JJ I / DATE: ANT 1 ANTENNA PORT HARDSCAPING(SEE NOTE 4) CITY ENGINEER /L, 4_C Cc.� �L ��[_�L RCE: x EPDXY FILLED LOCATED COAXIAL CABLEPLAN PREPARED BY: RECOMMENDED OUTSIDE OF BOX �NOu INSTALLATION/LOCATION eiEEE�EE CALSENSE CONTROLLER PER CITY AND CALSENSE � MODEL NO. PER PLANS = _ _ ti LYNN CAM UYA, INC 3822 CAMPUS DRIVE, SUITE 120 SHEET REPRESENTATIVE. - --= NEWPORT BEACH,C CA 92660 �_.��.��t Z I��I I I I I1 I I � I INSTALL CONDULETTE OF INSTALL CALSENSE W/DEEP WP "J" BOX TP 110 f �� R.C.E. NO 2314 DRAWINGQNo. _♦ CALSENSE HARNESS E =III I �I �l of CAS DATE FlLE NO -r 12 VOLT DUPLEX 0 L =1 OUTLET (GFC1) CALSENSE TP-1 E - _ RESET TRANSIENT o I �� CLEAN BACKFILL SEE SPECS. FOR MATERIAL 909 COMPACTION REQ D. PROTECTION BOARD E E = 1 I = � = PROVIDE 6"(150mm) OF SAND BEDDING. - - -- ..T _ illi III—I l=1 FIELD WIRES � =III C4 — Ow Z E -11 -I 11- _ �w 0 1 i - - SI PER PLAN. INSTALL ADJACENT TO - - CONTROL WIRE SLEEVE SIZE L wo -- mEwM = 11 Ii_ PRESSURE SUPPLY UNE. ^N Rv m _) I =1 — I= ( O�OMPAREQUIRED NOTES: --- - -- - _- d I 1 = W -I - - - - SIZE TWICE DIAMETER OF PRESSURE _ cn � III - PRESSURE SUPPLY SLEEVE N-PRE UNE: x _ � E HH,, 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL E L;I I I= IIIIIII —III= 11- SUPPLY LINE. v� I I I IENCH �� w CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR o — ~ PRIOR v II '�.� Q O TO CONSTRUCTION. o N -III - SU PLYSNANa � 6" (150mm) NON-PRESSURE LATERAL UNE SLEEVE - SIZE TWICE DIAMETER OF NON- - - 55 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN - 51RESSP�,� � 1III IIIIPE REN Ii W SEQUENCE OF REMOTE CONTROL VALVES. PRESSURE LATERAL LINE. E - -III ) III p 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH -1 I I A AP AI E (4NQL 0.C. AND BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE T T� WIRE AT THE ENCLOSURE. RE UY UNE - - I I I I ) III I I — 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. NOTES: LI i ii (� PROVIDE 6" (15.2cm) MIN. OF SAND 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE 1. ALL SLEEVES TO BE SCH 40 PVC, EXCEPT ABS PIPE UNDER HAEDSCAPE IN STATE RIGHT OF WAY. BEDDING AND SHADDING CONTROL VALVES. 2. EXTEND ALL SLEEVES 12" 30cm BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. Er 15.2cm) TYP. 6. ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. o m m (DTR2) AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER NOTE: Y TEM PRIOR TO ACCEPTANCE. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS SHALL HAVE MINIMUM COVER o o S S O 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. W OF 42" 1,067mm DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). g w ( ) M � Y 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. 2. PRESSURE SUPPLY LINE. 2 1/2" (6.6cm) AND SMALLER 18" (45.7cm) MIN. DEPTH U _ U 3" (7.6cm) AND LARGER 24 (61 cm) MIN. DEPTH (n J w Q W = U � U E 524 CONTROLLER ASSEMBLY C 533 TYPICAL SLEEVING A 532 TYPICAL TRENCHING x W_ INSTALLATION- TYPE A NO SCALE NO SCALE NO SCALE U Q W U 0 MULCH Z HI-POP SHRUB HEAD BODY SET TO g PLASTIC VALVE BOX do COVER: 1/4" (8mm) ABOVE FINISH GRADE "SNAP-TITS' WATERPROOF CONNECTOR OR EQUAL w ETCHED "QC" (CARSON OR EQUAL) E E" (15 mm) MIN. FINISH/GRADE WIRE SERVICE LOOP (LOOP ENOUGH WIRE TO EXTEND WIRE E E / BUNDLE 6" (150mm) ABOVE GRADE) E o 18" (4 mm) MAX. O FINISH GRADE ,o Ln " " c� _ SPLICE BOX COVER WITH LOCKING TOP ETCHED S.B. STRUCTURE OR =iI E HARDSCAPING I I II -III II I I- E —I I—III I II II o D D D> D Lo m -11 -1 I I—III III—I I I— __ Z %...0 AT GRADE IN LAWN AREAS _ - 3" 75mm IN PLANTER BEDS o ( ) 33 DNP QUICK COUPLING VALVE-III-III I - Q Z W/ PURPLE RUBBER CAP - (1 I H- - _ E _III I I(�I I I --1: lFul-11-i l i-i -, III-1 STAINLESS STEEL SCREW CLAMP �= 11- o 0 E MIN. (3) PLACES � III 1 E 12" (300mm) X 18" (457mm) GREEN PLASTIC METER IZ W E E - E (n ^ " - E � � BOX. CARSON OR EQUAL 4 1 mm WASHED CRUSHED x Z � 3/ ( 9 ) � - MARLEX 90r STREET ELL NON PRESSURE LATERAL LINE ,n Q AGGREGATE BASE. - D > D > 4 p D D D D 4 d W Uto r DDDR DD � D DD Ga V QGQ D D DDD � d�C G V SCH 40 BRASS NIPPLE -__ - SCH 40 BRASS NIPPLE - III= 1I 24" 610mm LONG 1=1111 ( ) SCH 40 PVC 90' STREET ELL Z NON-PRESSURE W LATERAL FITTING MARLEX 90' STREET ELL Ld Q SCH 80 PVC NIPPLE (TYP.)-2 PLACES Z24 VOLT WIRES. TAPED AND BUNDLED AT 15 (4.6m) INTERVALS. � SCH 40 BRASS 90' ELL � W ANTI-DRAIN VALVE AS REQUIRED 2 C.F. (.06m3) PEA GRAVEL Q SCH 80 PVC 90' W Q STREET ELL SCH 40 BRASS 90' STREET ELL 0 PRESSURE SUPPLY UNE FITTING #4 REBAR STAKE (24" (610mm) LONG) ca o PRESSURE SUPPLY LINE � Z NOTE: NOTE: Q 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 1. LOCATE HEAD 2"(50mm) TO 6"(150mm) FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, AND EDGES OF LAWN. z2. USE TEFLON TAPE ON ALL MALE THREADS. B %AW7%0 24 VOLT SPLICE BOX 0 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE LL__ COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. NO SCALE J Q 4. HEAD CONNECTION AT BOTTOM INLET ONLY. x " Li IRRIGATION DETAILS 0 Q F 536 QUICK COUPLER VALVE FOR 39 HI-POP SHRUB SPRAY SCALE: :250 D 5 NO SCALENO SCALE HP-30 ALL PLANTER AREAS FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I I CU EA SCALE IS IN MILLIMETERS I I I I I I I I I NOTES: DESCRIPTION OF REVISION 1. REMOVE NURSERY STAKES 2. STAKES TO, dE PLUMB AND PARALLEL 3. STAKE TREE PERPENDICULARTO PREVAILING WIND. CITY OF RANCHO C U CAM 0 N GA I.�^ APPROVED BY: / DATE: '�- Y l^ CITY ENGINEER /�, � � j G(tii - v( X� RCE: x PLAN PREPARED BY: RECOMMENDED N Y YA INC NN CAPOU Y ' i � L 3822 CAMPUS DRIVE, SUITE 120 SHEET v NEWPORT BEACH, CA. 92660 2 � w � of 72 U * -� 2314 DRAMANG N0. ONE HALF OF SPACING JA�lF c�� DATE RLE NO Q LIMIT OF PLANTER AREA REQUIREMENT cn TOP OF STAKES BELOW HEAD OF TREE WHERE SPECIES TOP TIE TO BE PLACED AS LOW AS w GROWTH HABIT PERMITS. POSSIBLE ON THE TRUNK TO ALLOW j MAIN TRUNK FOR WIND FLAXING OF THE TREE. BUT 0 (2) SETS OF CINCH TIES SPACED 24"(610mm) APART, 10.2cm �4") OF COMPACTED NOT SO LOW AS TO LOOSEM SUPPORT ATTACHED W/ GALV. SCREWS TO 8' (2.44m). WOOD CHIP MULCH. OR ALLOW HEAD TO DROP. HARDSCAPE (CONCRETE HEADER, FINISH GRADE 2• (50mm) LODGE POLE PINE STAKES WITH WOOD CURB & GUTTER, SIDEWALK. ETC.) PRESERVATIVE STAIN, DRIVE 6" (150mm) MINIMUM >_ o INTO UNDISTURBED SOIL AND POSITION STAKES 30cm 12" 0° w OUTSIDE ROOTBALL V) ) o ARBOR GUARD IN TURF AREAS ONLY. v x V) TOP OF ROOTBALL TO EXTEND 2" (50mm) EQUAL ui ABOVE FINISH GRADE. cv co TIGHTLY COMPACTED 3" (75mm) BERM TO o 1= FORM WATERING BASIN. LOCATE OUTSIDE OF w PLANT PIT. NOTE: 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL o I I I-11 II \/ /�//��\/\ //�//��/� I li i- SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON SHOVEL CUT EDGE COMPACTED PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. NATIVE SOIL 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR IIII O I, III SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER NATIVE BACKFILL WITH NO SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING II III-I ROCKS GREATER THAN 3" (75mm) DIA. FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. I-III l