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HomeMy WebLinkAbout1709 D I ST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS INDEX OF SHEETS 08 SB 66 KP8 . 27/KP I I . 51 I - CITY OFRANCHO CUCAMONC A �T .DRAWING DESCRIPTIONd slsKlYOU M000c x T- I TITLE SHEET � p TRINITY/ SHASTA LASSEN Y - 1 TO X- 2 TYPICAL CROSS SECTIONS PROJECT PLANS FOR CONSTRUCTION ON � ► L - I TO L - 3 LAYOUTS TEHAMA PL LIMA ST. C - 1 CONSTRUCTION DETAILSS TAy _,, ROUF66 0 _-� GLENN BUTTE SIERRA D- I TO D- 2 DRAINAGE z \COLUSA o p. NEVADA LAKE' �� +J J PLACER D-3 OUTLET STURCTURE DETAILS EL DORADO SONOMA NAPA�OL E - I TO E - 2 SIGNAL AND LIGHTING PLANS ��2 IN SAN BERNARDINO COUNTY o�P� E - 3 TO E - 5 INTERCONNECT PLANS MART" a TUOLUAANE� MONO _JNT A cP �, ,y,65T p0`� /�, SCO PD- I TO PD- 3 PAVEMENT DELINEATION AND SIGN PLANS IN RANCHO CUCAMONGA SAN fSANC ATE � �D � gyp, SAN MATED SANTA TH- I TO TH - 6 TRAFFIC HANDLING PLANS �o;cLARA�, MERCER �,�pr� FROM HERMOSA AVENUE TO HAVEN AVENUE SANTCRUZ lqy ��o J� U- 1 TO U- 3 UTILITY PLANS �eZS) s INYO HP - 1 TO HP- 1 3 + 3A t BA IRRIGATION AND PLANTING PLANS TULARE MONTEREY K I NGSI EO- 1 TO EO - 6 ELECTRICAL OUTLET PLANS To be supplemented by Standard Plans dated July, 1997 SAN x LUIS 001 OBISPO KERN N } SANTA BARBARA 7�OS ANGELE ENTURA r LOCATION MAP ?q RIVERSIDE STRUCTURAL RANCHO CUCAMONGA SAN DIEGO i IMPERIAL SHEET DESCRIPTION END CONSTRUCTION GENERAL PLAN PROJECT FUNDING SIGN 2 FOUNDATION PLAN S T A 42 + 22 K P 11 . 5 0 ( SEE SHEET TH - 1 ) 3 ABUTMENT DETAIL N0. I � ; End Work ' etrfc 4 ABUTMENT DETAIL NO. 2 PROJECT FUNDING SIGN :2 z 1 Sta 43 + 50 5 ABUTMENT DETAIL NO. 3 ( SEE SHEET TH - 1 ) w Q 6 TYPICAL SECTION = FOOTHILL BOULEVARD / ROUTE 66 7 LOGITUDINAL SECTION 8 LOG OF TEST BORINGS 9 * AS BUILT " LOG OF TEST BORINGS w � DEER CREEK CHANNEL UC Q BR NO. _ > Q DIAL TOLL FREE Be 1n Work 9 I -800- 422-4133 Sta 31 + 23 BEGIN CONSTRUCTION ` AT LEAST TWO DAYS S T A 3 3 + 2 3 K P 10 , 60 BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NO SCALE x BASIS OF BEARINGS BENCH MARK The basis of bearings for this survey is the California Son Bernardino County Vertical Control - NGVD29 1982 SBCO Surveyor Coordinate System, Zone 5, North American Datum of 1983 SPSN - 01117 Elevation 367. 9160 m 1 ' 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 Survey 1988 Located 5 miles northeast from the city of Ontario. At the CITY Department of Transportation stations 0 I I - I I 0 and 500- 130 Of No. DESCRIPTION OF REVISION DATE APPROVED Project 08-SBD-66-5. 6/6. 1 EAR 451200 being N 89 43 21 E and southwest corner of Foothill Blvd. and Hermosa Ave. , I ft. west of west 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 DISCLAIMER — N combination factor represents an average for the project. These documents hove been prepared for a specific FOOTHILL BOULEVARD ( S R - 6 G ) o z Quoted bearings from reference maps and deeds may or may not project and shall neither be altered nor reused for any .. Q other purpose. Also, these documents do not represent MEDIAN ISLAND PROJECT o be in terms of said coordinate system. as-built conditions. If these documents are altered w 011 - I10 to 500- 130 ground distance is 815. 793 m Intentionally or unintentionally, or reused without the o design engineers' written approval , It will be at the sole APPROVED BYi DATE- t 9 o 0 Cr PHASE 2 risk and responsibility of the user. The act of altering C I TY ENG I NEE _ __� RCE--_ -— POINT NO NORTHING EASTING Or reus I ng Is construed as i ndemn i fy I ng and holding the PLAN PREPARED -aYi RECOMMENDED 001 0 I I - I I 0 567359. 242 2036694. 615 design engineering firm and its employees harmless from , ASL Consulting Engineers _ a _J all claims, damages, and expenses, Including attorney ` 225 WEST HOSPITALITY LANE 0 500- 1 30 567363. 1 92 2037510. 333 fees, arising out of such act. EARL T. �Q -- --- L,i LIJ xA4cARr HUR SUITE 206 SHEET < _ 44'32 SAN BERNARD I NO, CA 92408 w w Exp.6-30-01 * OF z 0 z ��lF \ � �r r DRAWING NO. o z or CAS _ r mAAO R.C. E. NO. 44532 `� I w The Contractor sha I I possess the Class (or classes ) of license DATE FILE N0. — �� w o � o I o as specified in the ' ' Notice to Contractors ' ' . o Q Ir p a J 0 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 11<'FRNAMF PFI TII'�FR ►'S -.L._. ._..1...._. _. _ . .� 1 �. L_1 F I i E _ . . . t 1 t I ab. dgi I I I ! f A I 1 1 r.4[ I -- - -- - ---- - — - - __ _ --- --- — -- ----- - -- - I L___ I I l i No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA e triC APPROVED BYE DA1 E L Rte - 66 SEE DETA I L " B ' ( SHEET X- 2 ) CITY ENGINES _ a(4 RCE�_ - �4ti53 _ FOR HARDSCAPE SECTION PLAN PREPARE ' Y- — RECOWENDED NORTH I N�- tt1- SOUTH m�� ASL Consulting I t i ng Engineers 1 neers 4 225 WEST HOSPITALITY LANE - - ,� EARL T. TIC 1 4 . 1 & VARIES T C �' MoARTHL)R SUITE 206 SHEET 2. 2 & VARIES � 44532 SAN BERNARD I NO, CA 92408 + E,p,6-30-01 Q� OF OFLAV ��!�✓ R. C. E. N0. 44532 DRAWING N0. ETW 2. 4 - 2. 9 1 . 9 - 3. 9 q ETW VARIES DATE FILE NO. VARIES 3. 6 4. 2 . 2 o / � 5 7 � / � 7 5 � FEATHER EDGE W FEATHER PROFILE \ PROFILE \ co c_n EDGE GRADE GRADE \ 18 mm m w EXIST 3 18 mm �w 3 EXIST q / 4 \ VARIES — — w — — VARIES w Q - �� — o � L 9mm \ 2 15 / \ 6 2 / 9mm EXISTING / EXISTING PAVEMENT 6 / g / PAVEMENT o � & BASE � � & BASE W CO z o SEE DETAIL " A " SEE DETA I L ' AN J0 w SHEET X - 2 SHEET X- 2 CONSTRUCTION NOTES : Uo FOOTHILL, BLVD ( ROUTE 66 ) lO REMOVE EXISTING CURB AND GUTTER STA 35 + 62 TO STA 36 + 44 O2 CONSTRUCT 150 mm AC OVER 300 mm AB X O3 OPEN GRADED AC OVERLAY ( 18 mm) i X X O4 SAWCUT 0. 3 m FROM PROPOSED MEDIAN AND w X GRIND EXISTING PAVEMENT o It O5 CONSTRUCT MODIFIED TYPE AI - 200 MEDIAN z X Rte - 66 Rte- 66 CURB PER CALTRANS STD PLAN NO. A87 ( 1997 ) N X NORTH SOUTH NORTH SOUTH ( SEE DETAIL B ) ww TC TC TC TC X VARIES FROM VARIES FROM do VARIES FROM 1 . 2 U6 APPLY HENRY ' S STANDARD ASPHALT EMULSION 2. 4 4 . 1 0. 6 - 2 . 4 0- 1 . 2 # 1 07 TO BACK OF CURB BOTH SIDES OF PLASTIC X 0. 3 0. 3 0. 3 0. 3 LINER AT LOCATIONS WITH IRRIGATION ( SEE SPECIAL PROVISIONS ) 5 5 PROFILE GRADE 7 PROFILE GRADE PROFILE GRADE 7 PROFILE GRADE 7 CONSTRUCT DECORATIVE CONCRETE PAVERS 5 0. 5 m WIDE SURROUNDING THE PERIMETER OF II II 5 THE MEDIANS ( SEE LANDSCAPE PLANS FOR LAYOUT ) Exist Exist 2 2 VARIES VARIESJ O8 REMOVE EXISTING AC OVER AB Exist �- — Exist VARIES — — _-�- — — VARIES--� O9 PLACE AC DIKE TYPE A PER CALTRANS STD PLAN NO. A87 50 mm 50 mm — — 10 PLACE AC DIKE TYPE E PER CALTRANS STD PLAN NO. A87 II DENSE GRADED AC OVERLAY ( 50 mm) TO MAINTAIN 4 8 2 4 4 2 8 4 CONSTANT CROSS - SLOPE 12 COLD PLANE EXISTING PAVEMENT 13 PLACE CHANNELIZERS ( SURFACE MOUNTED ) - � PER CALTRANS STD PLAN NO. A73C o � EASTBOUND LEFT TURN SECTION WESTBOUND LEFT TURN SECTION Z � M C 14 PROTECT IN PLACE FOOTHILL BLVD FOOTHILL BLVD 5 CLASS ' A ' TOP SOIL FOR LANDSCAPE AREAS ( ROUTE 66 ) ( ROUTE 66 ) J _ STA 33 + 23 TO 34 + 19 STA 34 + 47 TO 35 + 26 � a w U- STA 37 + 30 TO 38 + 11 STA 38 + 39 TO 39 + 20 STA 41 + 22 TO 42 + 22 TYPICAL CROSS SECTIONS Z 00 NO SCALE LEFT TURN MEDIAN DETAIL ALL DIMENSIONS ARE IN X — 1Uj METERS UNLESS OTHERWISE SHOWN Q �o JP FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 US_ ERNAME = > DFLTUSE_R FORM DC-OE-91-PF (REV. 3/88) S CAI F I I1`! ��I fL E _ - --- No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA etric APPROVED BY. DAZE- Rte - 66 SEE DETAIL " B " FOR CITY ENGINEER RCE� �24953�_ NORTH HARDSCAPE SECTION PLAN PREPARED Y- REC.a0AFNDED E P HINGE ASL Consulting Engineers TIC 9Q VARIES 16. 05 - 1 6. 9 1 1 . 5 I . 0 EARL T. a� 225 WEST HOSPITALITY LANE #EE h4c44SUITE 206 � ob.E 30-01 SAN BERNARD I NO, CA 92408 ��tF 4�� DRAWING NO. V A R I ES E T W 3 . 6 4 . 3 3. 6 - 4 . 7 1 . 2 - 3. 1 4. 3 3. 6 2. 4 a cAv� /�1��� R. C.E. No. 44532 owing 0­4 i a DATE FILE N0. CONSTRUCTION NOTESi SEE DETA I L " B " o PAVEMENT lO REMOVE EXISTING CURB AND GUTTER n i \ i WIDENING O2 CONSTRUCT 150 mm AC OVER 300 mm AB o w 5 7 \ / 7 2. 6 - 7 . 1 w w FEATHER / PROFILE \ / / PROFILE \ O3 OPEN GRADED AC OVERLAY ( 18 mm) V) EDGE > F- GRADE GRADE bi 0 18 mm 3 \ 4 SAWCUT 0. 3 m FROM PROPOSED MEDIAN AND 3 EXi 4 ST 4 \ \ EXIST O w _ / � VARIES — OVARIES 4 GRIND EXISTING PAVEMENT Q �_� -4 2, 5 CONSTRUCT MODIFIED TYPE AI - 200 MEDIAN F CURB PER CALTRANS STD PLAN NO. A87 ( 1 997 ) 44 OG ( SEE DETAIL B ) _T T� — - — \ / APPLY HENRY ' S STANDARD ASPHALT EMULSION COEXISTING oo o 00 C 9 mm \ 2 15 6 2 EXISTING # 107 TO BACK OF CURB BOTH SIDES OF PLASTIC / m \ LINER AT LOCATIONS WITH IRRIGATION a 0 o PAVEMENT 6 / 8 / PAVEMENT 2 END PAVEMENT w w \ \ ( SEE SPECIAL PROVISIONS ) � z & BASE & BASE WIDENING 42 +00 UCH / 7 CONSTRUCT DECORATIVE CONCRETE PAVERS aw SEE DETAIL " A " SEE DETAIL " A " m WIDE SURROUNDING THE PERIMETER U0 C) THE MEDIANS ( SEE LANDSCAPE PLANS FOR LAYOUT ) FOOTHILL 13LVD O REMOVE EXISTING AC OVER AB x ( ROUTE 66 ) x O9 PLACE AC DIKE TYPE A PER CALTRANS STD x STA 36 + 44 TO STA 42 + 20 PLAN NO. A87 `-' x 10 PLACE AC DIKE TYPE E PER CALTRANS STD w VARIES PLAN NO. A87 o z X CURB LINE AS II DENSE GRADED AC OVERLAY ( 50 mm) TO MAINTAIN x SHOWN ON PLANS CONCRETE PAVERS 2% 2% CONSTANT CROSS - SLOPE 5 r-- —� COLD PLANE EXISTING PAVEMENT 75 mm 0. 5 . 1 5 -- .__ge O I00 mm MULCH - PROPOSED T. C. ELEVATION 5 o PLACE CHANNELIZERS ( SURFACE MOUNTED ) 2� AS SHOWN ON PROFILE 0. 025 m DEEP SAND BASE PER CALTRANS STD PLAN NO. A73C 200 mm Min 53 C CDC_3 INTERCONNECT 0. 1 m THICK CONCRETE BASE . .TTM I4 PROTECT IN PLACE SAWCUT CONDUIT --� DETAIL ' B " 15 CLASS " A " TOP SOIL FOR LANDSCAPE AREAS 7 - HARDSCAPE SECTION WITH NO LANDSCAPE PAVERS 15 — NO SCALE 6 N # 1 5 BAR — 2 EXISTING AC PAVEMENT & \ BASE VARIES DETA I L " A ' CONCRETE PAVERS � �' �• MEDIAN CURB # 10 LONGITUDAL BAR 0. 025 m DEEP SAND BASE O NO SCALE I 2% 2% co c AC OVERLAY ~- - -- —� -� ( DEPTH VARIES ) i 200 mm M 1 n z Lnj 25 mm DEEP SAND BASE / _ 53 C o0 INTERCONNECT w w 100 mm THICK CONDUIT _ 0 0 CONCRETE BASE DECK SLAB 100 mm VARIES PAVER EDGE THICK CONCRETE BASE `TYPICAL CROSS SECTIONS 1' w DETAIL # 1 0 DOWEL SPACED 1 . 0 m L NO SCALE (M i n LENGTH 20o mm) DEER CREEK BRIDGE HARDSCAPE NOT TO SCALE 0 CO SECTION WITH NO LANDSCAPE 0 � ALL DIMENSIONS ARE IN NO SCALE x - 2 Of w 1 METERS UNLESS OTHERWISE SHOWN a J O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME _? DFLTUSER FORM DC-OF-91-PF (RFV. 3!88) 5CA1 F 15 1 rJ r411 1 1 Mf TFR s Ul fl f I L Y TI No. DESCRIPTION OF REVISION DATE APPROVED E CITY OF RANCHO CUCAMONGA L , m D I STANCE X , L/ 12 1 NCREMENTS, m Q 4 - N = I , e rf 36. 00 3. 00 6. 00 9. 00 12 . 00 15 . 00 18 . 00 2 I . 00 24 . 00 27 . 00 30. 00 33 . 00 36. 00 0 X -� PNOEN 3W �I~ E C CITYOENGINEER RCE� '- 24953 W, mm OFFSET Y , mm w I - i� �, PLAN PREPARED RECOMMENDED � W 4 AL 3600 56 225 506 900 1350 1800 2250 2700 3094 3375 3544 3600 - re; ASL Consulting Engineers 7200 112 450 I 0 12 1800 2700 3600 4500 5400 61 88 6750 7088 7200 -4 - - - - - - - - - - ` ` qit - 14:1_ I 4 225 WEST HOSPITALITY LANE w MC RTHLR SHEET L/3 L/3 L/3 �' � SUITE 206 O 4 "E;p.6-30�01 SAN BERNARD I N0, CA 92408 _ L =36 m _ � lF a c�u��\ /���� DRAWING No. R.C.E. N0. 44532 �7� + DATE FILE NO. Z m � _ 00 TYPICAL MEDIAN BAY TAPER DETAIL O + w � � � W � � cr a- Z 00- t0 -� Q W Z h-- � � L� Q O > _ _ °' = +mow to F- + t a t� ' $c , 0 h r �� f N SURVEY MONUMENT � I r`� cr � I v) I 4- 0 N w Q PROTECT I N PLACE rn J N o w _ W p 4� N 567, 369. 8471 ; a + o Lc, Z _.., LIJi k _ rn _ :- , 938 , 320 9646 0 _ _.. ....� un w o Q �- W NU + i + 0 (� i � ' Q W > �- rn w 3 4 I 8 L t ! M W z � :" N W w Q ao r� m w 4 } I 0 t - - --- -- _ _. �- _ R/W o _ �� ca - - i RP 0. 6 N - --- ..- N Z j W ' -� �. N O + CD + W o f ROUTE f 6 _.' �' In w °° N O i° m 65: I 0 60: I c`! N `r �n Rte 66 rY' °° N v TAPER o TAPER v S88' 45 ' 09" + N 89° 2 1 ' 19 " E �, 34 - - - 11, N89° 21 ' 05 " E - - -- - -- - 65= I o CO CO 33 N I o �; TAPER < SAWCUT 34 +54 1 . 80 Lt v N SAWCUT - cn Qw - - - JZ RP = 0. 6 - _ ... W _ - y. Z U 0 U +-- '" '' J to I 1 I N z tj LLJ +' 1 _ 1 • � N Q - � Z • < I 01 - 7 - + U W x In w LO m ro m - > /� M i . f 1 ! I 1 1 M W - , cl ! I , --- M M M 1 c~v O v Q M - _ CG . L0 00 r - _ - - •- CV N ' 00 `0 O o � 000 ow I g � o � o °o 000 000 moo - oC> _ co `c' f�- O � O O c th re) rh 1`r) O � O O O CD O O� O Q O • pp N � N 00 O O 00 O w • M . � • M O cD O cp O �O O oo O � . eO _ . O . O I� O o0 O , M O 0 J O O th fh M th O cD O t o O cA O o0 O r` g � OO t� O O O � O � � r- O O f�-- O w rv1) _ - J J tO J O p M M O LU O cD O �p O �'- pp O r` O O O O Ot� Oc0 dco . ram p aJ + W + W + W + W + W + W oOJ cn O -J O O O M M . rh OM O �G ODD O � c> w Ot` O ~ Oti O t` O cfl M O + W - J N W O O rh fh . rh O w O cA O O iQ O M O fh C> W O0 W ILO W + W + W + W + W + L►J - W L j ►+W -, Q W O J W O O M O M O M Prf O M J �+ l j w + W + W + LaJ + W + W ++ L j + W +� j M - 6 ' 851. 1 - - _ 57/. - 4 -0: 5 /. - 27% - 0. 39% - 4 I' = 7 • _ 1: 368 368 • 00% I - 16' 0. 0'/ 0.85x - . ' o. a1/. /• ° / _ - - - -o. 63i LEFT SIDE OF 1 33/ - - , _ . AN CURB _ : TO E 367 ' � P OF M DI : , I 367 I _ 1 i 1 1 i 1 1 I I 1- i 1 I , 366 366 1 f 1 1 , -i rn _ sT M - M N 00 •Cr 1 N Q M 4 �T M 1 1 , - tl - • _ [ I f-a : 1 1 N O O O � � pp 'r I. DO - - O CCS O caD O °D O cD O o0 O o0 O O O O . "r �i 1 M �` v N M 6C) N °O rn C> � oo O � O � O cn . rh ono ono Oao Ooo Ooo Ow O O � oo � o Q, a, cm 00 c.0 . fh fh M CJ C-0 O 00 • 1 00 - Q U M co O O O co OO M . M O� O © rh O M O cG O c0 O cD O cD O o0 O CO �O r, r` -. O O O � � � ti O f O O O P-- O � M O _ W tt) _l t0 W O O M . M rh rh M O W O cD O W � O tom- O f�- O I� g ti O O O Ow - J + W f` J O O O . M M OCfJ O � OCD Of` Of` O Oti O � ODD M a� O � J W + W + W + W + W ooJ � J OW - W O O rh ,v7 M Oto ODD ODD Oti OHO O + wj N -J O O . rn r� O �J O Ors . fh Q1 _J + W + W + W MJ O p . M . r`� OM OM OM � _ J � W co `J + W + W + W + W ct lf) W cflW + W � JOM • M p O 4-10 __l + W + W + W + W W + W N J M J tt J r+ W � w % -0 I% _ _ - - + W ne c + W + W + W Q� O2 . V • • 98'� 57 0. - _ - 37/. ^ 47/, -0: 52% - 27% - % -0. 39% - 4 I' 79% - 368 0 368 O-B _ _ _ _ • - /. -0. I -0 24/. 25/. 0. 4% 0 0' -0 6X 0 2$% z " 0 70% �3•i. _ _ - - 0. RIGHT SIDE �F -0 3i =0. 33% _ M72 367 MED N CURB 1 TOP OF IA B 7 cIf c _ - • W l._ oc AYOUT NOTES j 366 Ia- a 366 SCALE 1 & 500 _ N PROPOSED TOP OF CURB ELEVATIONS AND GRADES ARE - , MET L SHOWN o BASED OFF EXISTING PAVEMENT GRADES AND CROSSFALL UNLESS OTHERWISE RS UN M W o 00 LA Cu 33 34 35 36 I M Exc J Lb Emb FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAMF => DFI TVSER FORM DC-OF-91-PF (REV. 3/B@) SCAI E ! 5 1 N M I LL I METERS - -.-,� _k,-- ��-�= LiGh F I l_E = > f1,in - - CURVE DATA No. DESCRIPTION OF REVISION DATE CITY APPROVED 0 R p L T CITY OF RANCHO CUCAMONGA etric APPROVED BYe DATES 1 2000. 000 1 52 ' 42 a 65. 564 32. 785 CITY ENGINEER RCEe 21953 2 2. 000 89" 59 ' 49 " 3. 1 4 1 2. 000 PLAN PREPARED RE ENDED a e +av�I ASL Consulting Engineers 3 2. 000 89 59 50 3. 142 2. 000 EARL T. 4� 22 WEST HOSPITALITY LANE MCARTHLR S EET � SUITE 20fi w ( E,p,6430201 SAN BERNARD I N0. CA 92408 _�OF elf �?'lF of CAU ��� �� R. C.E. NO. 44532 DRAWING NO. + C0 + + DATE FILE NO. 1 7 O Of Of + z > _ SEE CONSTRUCTION W � � Q -i I a ( a- � Q Jw DETAIL SHEET C - 1 ~ w +- O �- O CL \ O O � `o Qz v a f fig-+ 7. 5 Rte 66 . . 1 w m I ' CENTER AVE F- f er - o a } w o SURVEY MONUMEN • p m / Q \ w ► w a w ,Y,cn PROTECT I N PLACE `r a o o z � m ,,� `r Ln > -► � � Om U iI + b� _OW Ol N - C0 I 38 3. 00 Lt # mz °' w R/W M wCO w r- - RP =O w a cn - -- - - - - ! R/W V t ff, J w IN �- cn SAWCUTC\J f LIJ w 0 0 = N LINE ROUTE 66 w N 38 + 41 . 5 0. 60 Rt �, _ `" � 65 I TAPER - + - - RP=O. 6 N I c0 CD - --- - - - - - CV w - .� ran - l0 - - 6�� JAPER-1 - -37 _ _ S 880 45 ' 09 a E o � Q - Rte 66- - - rn 38 I . 25 - S88 45 ' 2 1 E -- - - - - - -- S86. 5240- E o w co CO I v - N F. r - - - - 3 9 -- - - - o Qo o w 3 ~ - - - r 2 o -SAWCUT �r CD � - R/W - - - -- - - - - - LINE v �-- a w = _ � 38 + 18. 25 BC 12. 70 Rt Rte 66 + 70 Rt Rte 66 � _ � U o C) c) w 366. 93 38 33. 25 EC 1 2 . I R/W w Q -I- LD += cr PAVEMENT 38 + 20. 25 EC 14. 70 Rt Rte 6�i 366. 93 I ? i WIDENING 366. 89 ��' RESET Exist FIRE HYDRANT �u� LAj -' v z o z o F-- a SEE CONSTRUCTION NOTE - 2 co � +m Z � � a � o w Iln z o M �, 38 + 31 . 25 BC 1 4. 72 Rt Rte 66 of - ' ¢ X --- . o (V a cv ON SHEET X- I 366. 88 FL C� Co � cv - -- = o END REMOVE CURB WALL o z Q X _ 3 - o _ - Q 38 + 20. 25 22. 7 Rt Rte 66 ►- � �o COw CO m 6. 05. 0 366. 87 o � w �� � F- a) z + - - _ z o o w MATCH Exist Pvmt ( 366. 94 ) / - v- + _ w 0 PROPOSED o X � _ co � J �r z 3 8 + 31 . 2 5 22 . 7 Rt R t e 66 � ''n w ( Ln oc o ,.,� + a) 0 + a) o + 0 0 0') - + . c� x O / } o Lo � w � +- z + c� MATCH Exist Pvmt ( 366. 97 ) M o z / X m , +- � R/W w Mom rn � w M � Q COW vow rn z > � m BEGIN REMOVE CURB WALL / o o w � J � o _ o '� Co O 39+45 . 50 1t Rte 66 + `� � + + o . . w N ._ rn . z x c" N C%J _ 79. 42 DEER CREEK CHANNEL � u) a P+- r� O � - O 00 LLOO U-) M J N LN . .. t� - Q O� I6+ M O O ~ r w LC) O O O to Lf� Lf� LC? Ln <T •� ¢t' sr L[) O ~ Oti � � Ot Ors Ors 00 � Ors O O O O O O O O O O C:) - O w O w . w O LO O cfl S O ram- O 1� O 1� O r� O r� O f� O r` O r-- rl O r`O r� C1 M r'�� N _ M Ot0 OrO LD Oc0 OHO Oco Oc0 Oc.O _ Ors Or�- O p M M M M O LO O �O O �O LO O c,D aD O� 0p r� Lc! Lc7 O O O M M M M re) K7 M M M M M f M M f� M M M ll) LCl O - -J 4- J J J 00 J O O O O O O O O O O O O O - O O O o 01� Ors Oti Oram- P Sr- oc0 Of-0 O OM + W + W + W O� J OJ - J N -J rhJ � J L[7 1 Lo I ICJ 00J m I O _l - J- J Or`- orl- Of` Or-- OW o �0 Oc.O Ol0 OM . ►O • M OM pM OM O + W + LA J + W + W + W + W + L LJ + LLJ + w + W + W + W + W + W + W + W O LO O w O t0 O t0 O J . rh .M . M . M M . M . M M O O 00 __.J cn X 368 wJ J + w -0 f8% MJ � w � � � � cooJ rnJ gJ of � W `+' W + w + �,, + W + w + w + w + w + w + w + W + w + w / 0 2Z% 0. 25% 0 % 4Y. 0. 44% -0 9% -0 40% -0 0% -0. 24% -0 2 I% -0 0'. - 16% -0 16% -0. 0T/. - . 09Y. - . 17% - 0% -0 % % - 13% -0 12% 0 S/ ; - - 0. 05/ -0. 08/. -0. / 38% -0 06/. 0. 1% -0 01/. 367 LEFT S I DE OF -�- LEFT SIDE OF TOP OF MEDIAN CURB -0. 20% TOP OF MEDIAN CURB v- W) rr, oo - _ . o r- o N Ln rn �n r� - -- r�_ . o cry c0 �p U-) ti ram- ram- cD Ll7 c�0 y7 -. O O _ O O 00 tD O M Ln ti o t� O O -' o 00 � v � v M N v v v .� N O M r.r N U-) c L[ O Lfl t.C) Lf') Ln Lf'� v7 � . i` � � .. � pO O Or- 01� Qf` Ors - O O O O O Oti Of` Qc0 c> w • O O O O M M M M rv� - M M M M M M O O I` 1` O r-- p p p O c.G 0f OM ODD ODD OtD Ow O9-D O � Ot.D O (.D Ow OcD OHO Ow dcC OHO OTC Ow MOf` Of� OIL Or- - Oti OI` O ► Ot` O1-- Or`- Off`- Ow OQ0 , M . M M M Ln J O O O O O O O rM M rM rM M rh . rn O O J QW O c J O J J . M M M M r`� i`n M OM OM OM Or`n OM rM O � OLO OLD OLD Ot0 OM OM OM O � O � OCO OM � M M 00 _J � J O + W W +O W + W C+W r+ W ++ W �+ L.iJ 4. W + W w Q� W Q+ W + W `O- J LC� J t0 J ram- I oo J Q1 J O -I O J OM -J -J + w + W + W + W O O O O + W L� J J + W + W + w + w 368 � r•� + Lw + w + w + w + w + w + w + w + w + w rn 'o -0. 3 I% -0. 0% - 2 % -0 31% -0 I % 02% % -0 067. -0 14'/. - 1 7. - 17% - 0'. -0 0 % 7, -0 07% - . i %' - 06/. 0 4% 0 % . 48'/. 0.50% 5 6% -0. % -0. 10% -0 39% -0 1 '/. 0. (% 0. 08'I. - 367 NOTE = RIGHT SIDE OF , RIGHT SIDE OF PROPOSED TOP OF CURB ELEVATIONS' AND GRADES ARE TOP OF MEDIAN CURB -o. lo% TOP OF MED I AN CURB BASED OFF EXISTING PAVEMENT GRADES AND CROSSFALL. v o N N � cD 'O LCl- O tT ,Cn O � 00 � O O � OO O c0 M M '� ODD pNj Q01 OHO OD p '� O � O ram- O O � 00 00 00 00 0o o c0 o r` o r- O r` o O O O o O O : . O o c> o o O o o - z Ln M M O M O ('O O (p O w 00 O Lo pc0 S td O �O O �O O cD O LO o cD O tz t!� to O c.O O (.O O w O w O w O �O O �D 368 �+ W O OM pM OM M M OM OM oM OM OM OM OM OM OM OM N rn N M Orh OM O tD M NO + W -� r� J co - I � J O O O p p O CO M O O O O O O O n + W + W + W O J + W N J O O O O O O + W - W M _.J 1+ W ►-) W � W + W w __j C" L__j +o W + L LJ + W + lir r'- J J L- -J 4O J 1+ J + _J W W W + + w a u + W + W + W + W + W + W 367 -0 877. -0' I'/• -0 0% -0. 33% -0. I/. -0 317. -0 / -0. 31/. - . 2 /. 00 LAYOUT • - 19'. -0 % i% . 09% 0. 19% % 0. 23% % -0 06% -0 . - 05% 06% -0 05% -0. 05% a a -0. 84% _ ALL DIMENSIONS ARE IN SCALE I e 500 WW PROPOSED RIGHT EDGE OF PAVEMENT -0. 05% METERS UNLESS OTHERWISE SHOWN L - 2 a - z 00 Stat ion _ r Cu 37 38 39 40 U � r M Exc J O Emb FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => DFL_ TUSER FORM DC-OE-91-PF (REY. 3/88) SCALE IS IN M 1 1 I. 1 METERS I I I I I I I 1 1 ( I I- C = t No. DESCRIPTION OF REVISION DATE CITY APPROVED Qo CURVE DATA CITY OF RANCHO CUCAMONGA z etrfc - O APPROVED BY• DATES t. + W NO. R � L T � _ CITY ENGINEER -PLAN PREPARE _ • RRECOIvNdENDED 3 Q_ a) o " ASL Consulting Engineers �f + Q cr-+_ 'I EARL T.I12000. 00 02 42 I 0 94 . 34 47 . 1 8 :D 14 225 WEST HOSPITALITY LANE I(-A ti _j z + � w d1cARTHUR SET O Q _j Q Z SANTBERNARDINO, CA 92408 /n OF ,� _44532 M Lj t- Z Oc\j U L j of eAV��\! G�/�711;ato R.C.E. NO. 44532 DRAWING/'� No. � � a m (V D Q DATE FILE N0. 17V Lr) Z C> U � W O — W O� 1. -j - . -- O W I cD O _� r ... _ Lv 1 V_ m I + p a. - .. .... . P�.+� F t I O z �r I _ SURVEY MONUMENT _ y r . { r _ s. ..:_.... ... .. _,,. .. . ., gig PROTECT IN PLACE t L 00 _j R�W ` _. N 5673� 405 # w _. .. .. w. +LO E 2039 134 978 R!W— >_ R - - — m > w _ z fW - w Ln > w SAWCUT --n �, � 42+47. 04 Rte 665011 TAPER Rte 66 N r O w o S86. 52 40 " E � �- + - - - - - - 4, -- __ _ _ N � S890 34 ' 49 " E ,� ^ O: I TAPER _- 41 M 42 — _ Q • ROUTE 66 W JL _ _ v RP =O. 3 :.. Wm PAVEMENT Q0 w(.0° I R!W Z Y PROPOSED R/W WIDENINGIIJO • M O r ` U — U I + Z J V) Q — W p W U U Cr- QOf — O F- W O 3 _ Z O CL O Q + p x M — Q vZ_ � 1— vz I co x LLJO M 0 F- x 00 :� z — m (\jm 2 � (' + C) (' 00 LLJ N x O Z W 00 _j + C) W � � W m O N co Z .... rn Lt7 Ln — N N M O rh O v = - O N ' 1. rn ;. : _ M N co N — N O O O oO O o� { N L0 O O o O O o 00o 000 g °° o � oM NOTE P"f sT t>r O O O CO O CD LD c D �„� W v 00 N U-) � co OCR O O � O � C> 00 009 C> � d �0 O � OM . M • th � M 369 g � OCCD 1_0oM OOM OM OM • M OM J O J — N --r _' or— + W J + W PROPOSED TOP OF CURB E�EVAT ONS AND GRADES ARE 369 �( O o LD ' O � o M O ran O M O M M O J J N --� �, ` , `� w `� w + `� + `� + W + '-'' BASED OFF EXIST 1 NG PAVEMENT GRADES AND CROSSFALL " . M . r.-) . M O O 00 J O� J + W + W + W O O O Oro, J LI7 J + w + W ; Q' J + w + W • 39% 0 ;41% % 44 . 0.3 7 3 368 368 5 % % 0. 3 % / Y --" 0 3 / — _ LEFT SIDE OF EXIST TOP OF MEDIAN CURB : - 367 367 , FINISHED SURFACE _ _ CQ — O v M M LnIm ti . . '_ . N N OM C> 00O . O � So0 Lc) O O . 0 00 0 0p 0 00 O tD O LD O CD O M O O oo O m O � O CD rn rh O M LMD c�D O00 Oc0 � � Oc�D O � OM OM . M Orn . M O � OLo O � O � O � O Wit`ILD Ors Ors- Ot` . fM M M O O � J 00J � -J � W + W + W 369 O � o � o � of L+ W � w + W + w + W 369 OW OLD OLD OLD � � O � Orn r"l M N _..) MJ + W • M O + W . M M . M M OM p � 000J CAW + W ' Lf) J + W + W O O O O cD J t W of + w +' w �+ w *� w + W 41 % 0. 2 7. , _Ire 368 / 9 / 48* 9Y. 1 368 % 7% o 1s% 0 s% 1 7 — RJ GHT SIDE OF - TOP OF MEDIAN CURB 367 367 EXIST - - FINISHED SURFACE O N M � O 00 co M N � 00 0O a0 CD N O L� In Lf) LD to OLD O O O L M O � O O � � Ors- Sr` Or- c> Q ~ OLD OM OM f` OLD O rn cD v — oo N Lo n, O O O ,� O �- O O LL> OLD ,,r, . rh - - - Z O O O O O O O Of• 00 � Oc.0 OM OM OM orh OM OM pM OJ 00 -._r rsW Ow O+ w ND O r` O ti O r• p r_- O O r` O w OLD rh rh O O N J r o J J ►4- J + W + W + W O ram- O Lfl , M 0 O J — ---� t W + W + W O LD O LD O CD O CD O C,D O LD rn O OOp m --� + W + LA J + W u u 368 OM OM OM OM orY' O + W + W C> N � raw �rW L1� J � W + w 46% 0 17% 0. 22% o0 + w % 30'1• 1 % % 0 4 / 043% LAYOU T 7 % 0 00 J J Q` d • ' 367 0. 03% - 1% - % -0 3% 44% 59% 47 1 - �` . _ ALL DIMENSIONS ARE IN SCALE I e 500 w w . 'COG METERS UNLESS OTHERWISE SHOWNL Q— 3 0 � Z CO 0 PROPOSED - RIGHT ' EDGE OF PAVEMENT _ Station � Cu 40 41 42 t� r EXC - Q o J Emb FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 US_ERNAME => DFLTUSER FORM DC-OE-91-PF (REV. 3/88) SCALE IS- I N M I ! L I MFTFRS l 1 11 F CD lD U Y. � No. DESCRIPTION OF REVISION DATE CITY APPROVED m Z E _, PEUSEABLE ERGY m z J 11 CITY OF RANCHO CUCAMONGA V) ABSORBING RASH Iz F- u- �- J N `, X TERMINAL N etric APPROVED BY DATES U) LL pp f- - CITY ENGINEER __ RCE� 2495 lf) w L� __.I W d� O PLAN PREPARED - RE ENDED X a0o '+ c0 1 o z _ o z m V4 ASL Consulting Engineers O = M M N � °O o N • - r� I� � � IdEARL T.o RTHUR Q�` 225 WEST HOSPITALITY LANE SHEET nv � Oao om v 00 v0r� E SUITE 206 + (- lD � Ln O 0) O rl_ O) N > �, 44532 '° SAN BERNARD I NO, CA 92408 -7 OF 4 + �D +� �•s-30-01 . R/W M O) CD m CD + (D + CD -...J �t �! DRAWING NO. --- M Li- `` of CAUL / � ✓ R.C.E. NO. 44532 fh th M 00 rh n rn DATE - FILE NO. 1 4. 0 `- 5. 5 w0 O 2 0') Ut` .. + F-- CD cy) Qro ry EXISTING CATCH BASIN - - - - _ _ _ _ ' 2 0 �� � - _ M EXISTING CATCH BASIN Ln m w PAVEMENT - AVEM E NT � REMOVE MBGR 2 -w6 _ 39+ 45. 50 C. L. INT. Rte 66= WIDENING . .. . - PROPOSED EDGE _ SAWCUT� `" w 1 6+ 79. 42 C. L . I NT. DEER CREEK CHANNEL $Qp o . 1 . 8m SIDEWALK �° o In PAVEMENT ; 6 0o O WIDENING c� a). SAWCUT + a ; - _ - - M tam m - - - - - - - - - - - N - - - UJ a o -• o SAWCUT _ Jz w Y 39+ 1 2. 5 15. 9 9 Rt - U 2 c) PAVEMENT - - - - - In w END TYPE C DIKE REMOVE 4 en ` 0 - - w = WIDENING - o �. Q o o PROPOSED EDGE OF PAVEMENT - - - - U o U 1 + MBGR A' (o - a; co' q'a� (D. _ I I PAVEMENT 2 ""' � � � ^� � ! 2 WIDENING R/W 39 +00. 000 11 . 5 Rt Rte 66 E X ANGLE POINT / BEGIN TYPE C DIKE 39+70. 000 R/W _ X 366. 82 EP 11 . 5 Rt Rte 66 _ END TYPE C DIKE 39+ 13 . 090 16. 05 Rt Rte 66 39+56. 282 366. 97 EP PROPOSED R/W BEGIN DRIVEWAY 366. 62 O REUSEABLE ENE Y 16. 05 Rt Rte 66 > o ANGLE POINTCONSTRUCTION O ANGLE POINT ABSORBING CR H TERMINAL 4 BEGIN TYPE C DIKE KE NOTES Z X 39+50. 234 16. 05 Rt Rte 66 lO RELOCATE EXISTING ACCESS GATES TO LOCATIONS SHOWN ON PLAN. GRADE TO DRAIN BEGIN DRIVEWAY 366. 734 FL END DRIVEWAY 366. 75 FL w X MISC. AC 2 CONSTRUCT TYPE R- I DRIVEWAY APPROACH PER CITY OF RANCHO w + 16+64 . 657 EC S I ° 1 4 ' 37 " W 39 I . 090 16. 05 Rt Rte 66 CUCAMONGA STANDARD PLAN NO. 101 ( 1 992 ) •�• END DRIVEWAY 366. 640 FL X 16+ 49. 473 EC �: �3 CONSTRUCT 150mm AC OVER 200mm AB RELOCATED ACCESS GATE 3 16,t RELOCATED ACCESS GATE BEGIN TYPE A S� COLD PLANE 300mm Exist AC & OVERLAY DIKE 3 +I o\. �� S8� ... .. . .. .. 04 EC �. OP e�, GALV. STEEL GUIDE CABLES ELASTOMER I C SMART PLASTIC CYLINDERS +34 . SELF RECOVERING FOR MULTIPLE IMPACTS 16 X1 REAR SUPPORT CURVE DATA 3 3 � ASSEMBLY O R A L T 3' 60 0 4' -0. 2 Be CLASS A CONCRETE I 2000. 00 10 52 ' 42 " 65. 564 32. 785 0 2 304 . 80 1 2° 22 ' 400 65 . 847 33. 052 o L 17' � 3 100. 00 90 44 ' 431 17. 009 8. 525 0° c 4 1 2. 00 32° 54 ' 36 " 6. 893 3. 544 Z CONCRETE 2' -3. GALV. I ' -5' ANCHOR PLATES 1 6 + 36. 496 7. 78 Rt CHANNEL BARR I ER � STEEL RAILS 3 JOIN EXISTING If L q ( 364. 30 ) FS 6 + 29. 108 7. 48 Lt CHANNEL • 2�0+ g - • . ' • • I 4' -0" m co JOIN EXISTING 0 4 • � • I ' - I ' > � ( 364 . 70 ) FS ' ��0 + ZLn / 6* / 6. 6 6' MIN vo 52 ec 16 + 20. 702 7. 47 Lt CHANNEL REUSABLE ENERGY ABSORBING CRASH TERMINAL o0 JOIN EXISTING, END TYPE A DIKE 16 +24 . 622 7. 86 Rt CHANNEL NO SCALE ww ( 364. 57 ) FS JOIN EXISTING _ ( 364 . 1 4 ) FS NOTE: ALL DIMENSIONS ARE a CONSTRUCTION o IN ENGLISH UNITS � � DETAILS Z � 0 o. SCALE I . 200 � C - 1 W z V) � 0 FOR RFnLICFn PI ANS R I I NAB 0 20 40 ho Rr� 1 •, �1 r l �I�I;V. 3 'Bf3) C!C,�JI I IrI RISE S H I- L I ► I l M I L L I M T F R S I 1 _ _1__._ 1._ �_�_l_� No. DESCRIPTION OF REVISION DATE CITY APPROVED QO CITY OF RANCHO CUCAMONGA e trio cD tD N APPROVED BYE DATES + (D 10 CITY ENGINEER, RCE,_--24953 4- W PLAN PREPARED RECOMMfNDED X w c0 0 8 �30ASL ConsuIt1ng Eng1neers "cna) �- � --J C x J J w tiq EARL T. 4� 225 WEST HOSPITALITY LANE N I,AC ARTH SHEET z � w N , tM SUITE 206 0 4 F � 4453 o 2 N • Cr 0 O + cr_ (n �1p Exp.s-3o-o1 �► SAN BERNARD I N0, CA 92408 OF _ N Q N Q 0J ��l ��� �t DRAWING NO. N J N J J f- Z c��� Gam/ R.C.E. NO. 44532 -� J - O U O DATE - FILE NO. I '7 O +- OU WUF-- o0 � cn ' cA L0 O LLJ ZCA X th z Z tip Q w v- O ;r o w GENERAL NOTES: U + UW co0W 0 O k • — Q f; Exist Mom' � 14 .� 0') s ,q- U w I . See Corp. of Engineers spec i f i cat 1 on » Special o I050 mm RCP j l; R Provisions for Connecting Drains to Channel to _ m — _�___� ____�_ — _ $ta 1 6+96. 8 4 5 _ Wa I t s o w — E l ev 361 . 570 ' w � _ _ 2. All concrete shall conform to Section 201 - 1 w REMOVE EXISTING — of Standard Specifications For Public Works VV w Q JUNCTION STRUCTURE Construction,— Construction, latest edition, except as follows= 0 69 S D w _.. INSTALL .. 3. All structural concrete shell be 4000 si with S D 1050 RCP � • :' — — - ' A " gradation In all inverts and 4000 psi with REMOVE Exist 760 mTRCP M / W_ __ - =: - » B » gradation for all walls - ......_..-- 4. Concrete mix designs sha l I be submitted to the District for review and approval at least o t CHANNEL PLUG ABANDONED PIPE 72 hours prior to concrete p I cement within UJUJM m OPENING PER DETAIL District right-of-way. a o o SHEET D- 2 � Z Y 5. All existing facilities improvements, utilities J N w - and structures sha I I be protected In place. o � FOOTHILL BLVD. 6. The channel shall be maintained free of debris during construction. 39 7. Lap all reinforcing steel according to ACI 318 , or a minimum of 45 bar diameters. X PLAN 40 8. All reinforcing shall be # 13 0 300 min unless noted othewise. W ,^ oco �•/ _ - - - ui : I 1 t ' i- 10 o 1 , , , : N Lr N i O J J OG & FIG U , � U OG FG i z Z rn0 rno � U rota ELEV 3640 985 — 1 _ , s 29 28, ST0• 02 EXI TING - - DEER CREEK - , 27 EXISTING + CHANNEL _ 1050 mm RCP cn +i xo o © : _ - , W lf) N - - - z N > c:D I , I Z N C N _ — ). I: I O rn 1 , M — » - - : f oc W LA - - - : ' � F 1050 mm x 3. 6 , m RCP _ _ - = DR AINAGE oC D 1500 PROFILE J WU _ - SCALE Z fTYTI _ ' a � : 1050 x 4, 9 m -RCP _ S I 200 Hor i( - 1 CF B 1 T L F BRIDGE C WAS _ _ I ; 50 Vert o F �p- 1500 Q 10) - 18 S PER -AS- U L P ANS • OR PAR AR H - D - 1 : 0 Station Cu39 40 > (.0 I M Exc J (.0 Emb FOR REDUCED PLANS ORIGINAL 10 20 40 60 80 USERNAME => DFLTUSER FORM DC-OF-91-PF fREy. 3/E18? S P IF I f l M ! L L I ��f T F R s No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA etric APPROVED BYE DATEI CITY ENGINEER _ RCEI 24_�3_ PLAN PREPARED RECOMMENDED ASL Consulting Engineers EARL T. 225 WEST HOSPITALITY LANE — MCARTHUR SUITE 206 SHEET ,,, 44532 SAN BERNARD I NO, CA 92408 a ' E,P,6-30-01 * I OF OF CAV E\' ��� lL'XA.i DRAWING NO. R.C.E. N0. 44532 n DATE FILE NO. ' D 7 REINFORCED CONCRETE BOX OR RECTANGULAR REINFORCED Z cn CONCRETE CHANNEL NEW OR 0 0 A EXIST PIPE 0 w m > 75 TYP L C o w w a w > E- ° 0 300 THICK PLUG MIN. I I I ( E- ~ _ FLOW a 0 o � I Existing Joints 90° I o � # 13 0 300 F- A 1000 Existing 1800 1-- 00 NEW OR EXIST PIPE Channel Wall Qo o Min Min Dz Y # 1 6 M 150 A - # U _ MITER JOINT 4 13 � v� w EACH WAY I I - - - - - - - - - - - - - - RETE COLLAR I CONCRETE I IIIIIIIIII I BARS DRILL AND EPDXY T I I I I I I I I IIII X A 4— I F.. �- (� 0I . D L T I I I T — I-�-- . . ° # 300 0. 3m 100 I -T — I 0 X D . I 4 13 450 0. 3m 1 25 I ir X EACH FACE 600 0. 3m 150 > ° I O ° 750 0. 45m 175 o XREINFORCED CONCRETE PLUG DETAIL 1 DI Off' I # 13 � 300 900 0. 45m 200 z X FOR ABANDONED PIPE OPENINGS IN I, 1050 0. 45m 225 0 2500 N CONCRETE CHANNEL AND RCB 1200 o. 45m 250 0 o X I o a o f 1350 0. 45m 250 D I D D. —� D. 1 6550 0. 53m 275 X ° ° ° D ° ° ° 1 800 0. 6m 300 I �I SECTION A - A - - - � _ - - - - - - - _ _ - - Existing Channel Invert NOTESa Use starter wa I I Joint if possible I . WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR, ' L ' AND ' T ' SHALL BE THOSE OF THE CHANNEL BREAK OUT ELEVATION LARGER PIPE. D= D1 OR D2, WHICHEVER IS GREATER. 2. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 3. OMIT REINFORCING ON PIPES 600 AND LESS IN DIAMETER AND ON ALL PIPES WHERE ANGLE A IS LESS THAN 100 . 4. JOIN PIPES AT INVERTS. 5. REINFORCEMENT SHALL BE PLACED 40 CLEAR FROM OUTSIDE DIAMETER OF PIPE. 6. FOR CONCRETE NOTES SEE SHEET D- 1 h o zU M 0 II I 0 c W 1.1 �- F F- F J _ LL � W 1.1 DRAINAGE ~ - Q 0 F NO SCALE D - 2 w F- 1 V)1 l� J O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 US_ERNAME => DFLTUSER FORM Dr-OF-91-PF (REV. 3/ee) ILL i I > - - ` - -- - ----- - - - - -- - - - _ --- -- --- ------ -- - -- • ),� No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA etl ic APPROVED BYE DATES — - CITY ENGINEER _ _ RCEe249. 3_ PLAN PREPARED RECOWENDED CHANNEL FACE I OF WALL OUTLET STRUCTURE ASL Consulting Engineers 150 �. !r IrIEARL T cARTHUR Q� 225 WEST HOSPITALITY LANE SHEET SUITE 206 C. J . AT BREAKOUT L I NE ' # 13 455 TYP FOR Mo. 44532 SAN BERNARD I N0, CA 92408 -JO OUTSIDE FACE Exo,6-30-01\!�► of_q�-- �l`` OF CAU�� 4+� '-- ��iXOR. C.E. N0. 44532 DRAWING NO. I I Q DATE FILE NO. D II # 13 � 305 TYP FOR 20 mm CHAMFER C• J • o � I INSIDE FACE Z o ( TYP. ) �r' o p • • • Ln • I 0 a # 16 305 m V) _ _ o # 19 ( EXTEND 610 mm ` I # 16 305 > _ _ _ _ I BEYOND OPENING I _ a R' C. P. _ # 19 ( EXTEND 50 mmLIJ 0-1 ` 50 — �' - CLEAR OF BREAKOUT CHANNEL FACE RCPIDIA. o — � � � CLR > I OF WALL CL � a # 16 0 305 I `-' I I 614 CLR C. J. cr- 362. 260 # 1 9 ( EXTEND 610 TIYP I . F . o BEYOND OPENING I i II B • 0 150 a CAST- IN-PLACE OR I j rn MIN 2 " DRY PACK \ AROUND RCP (TYP. ) �• •I I � � I I Z o I C. J . r` c� �� / E Z wREAKOUT CO COCO # 1 3 @ 305 ( TYP. INTERIOR FACE ) # 1 6 305 '4 / = LINE Q ,ter o I C. J. U 2 C) # 1 3 @ 305 ( TYP. I. Q' / -i V) w EXTERIOR FACE ) \ O +I o EXISTING CHANNEL 22 Q // I WALL RE I NF . HOOK SECT ION A - A AS SHOWN ( TYP. ) SECTION E - E 1 : 20 1 : 20 o LL x _ x / # 19 BARS c� � x SYMM ABT w EXISTING CHANNEL > x CHANNEL FACE WALL BARS ( HOOKS I SIDE DRAIN OUTLET OF WALL B STATION NO. Z X AS SHOWN ) I #5 DIGG ( EACH FACE ) - - - - 0 x LONGITUDINAL BARS ( TYP ) w C. J . I 1 0 INTERIOR FACE # 1 3 Q 305 o EXTERIOR FACE * 13 c 455 Q I + SC ° --T E x ��c ��� T VARIES SPLICE OPTIONAL Q • 362. 260 I I 4 R I I � LF '�F s• � � � TYPC 1 . F . lei C. J . I �q�T�0 �q BREAKOUT I gyp F LINEq4 41V qBq� s o qS Ns 401L4 1 0M /NOy � s � NcC. J . ' °* q q = NOTE: NOTE: '°?0 of §o?N p� SF�c' • SEE SECT I 0 E - E FOR CONCRETE 305 RCP D I A. 305 PROVIDE SIMILAR REBARS P/O s c- S 0, /- FtiT NOTE= DIMENSIONS, REBARS SIZE, AS SHOWN IN RIGHT HALF F � T�(i�'Q O, BOTTOM SLAB I S SIMILAR. SPACING AND CLEARANCES. OF SECTION E-E 6 T0� O ` 05 F. SECTION C - C SECTION B - B PLAN - TOP SLAB 1 : 20 1 : 20 1 : 20 NOTE: oU FOR CONCRETE NOTES SEE SHEET D- 1 "-' � FOR ELEVATION SEE SHEET D- 2 oc w RCP D I A 1050 mm ( LESS THAN 601 ) F oc J d6 w L.i CUTLET STRUCTURE DETAILS o � SCALE AS SHOWN l,ow D - 3 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => DFLTUSER FORM DC-OE-91-PF (RFV. 3/88) $CAL. F 15 IN M j I I I MFTFR4 I_ I _ 1 I l I I I _._J 4I6U 3. 4 No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA f 53C, I - DLC o z etric APPROVED BY, DATE 4 1 6 L I-- s CITY ENGINEER _ RCE� 24.__3_ a. 4 OE ~ APLAN PREPARED t7l RECOMMENDED r,-- :2 £< m ASL Consulting Engineers c c� +I ` \ U J EARL T. a� 225 WEST HOSPITALITY LANE W -j �' MOARTHUR SUITE 206 tHET 5 3 C , z G44532 p SAN BERNARDINO, CA 92408 O - 5 i mm 2 - DLC • E,m,6-30-01 * �of 4 I 7 L Li.l E D 4F CAU / !! s-� DRAWING NO. R.C.E. N0. 44532 O M N lC) - DATE FILE NO. N - - 53C, 3 -DLC J w 1 > PP* 112945745 F 4. 3 3 6 5. 7 LLJ v 4 U m > I _ I * I . S . N . S . LEGEND DETAIL 1 LIJ �o ! w a 1 oA I 8 U d" REFER TO SHEET ' 6 - 04 4 F OO T H I 105m TO a E- 4 FOR INTERCONNECT LL BOULEVARD 7 I B - C SERVICE POINT LIMIT LINE O 4054390E 53m TO 8 5 6 3 53C, 6--DLC LIMIT LINE 53C, 3-DLC DD 53C , 4 -DLC w m 2 A 06P 08 08 08 Q o CSIDO _ _ 5 0 D Y <� ( 06 04 & 08 3 06P _ 0 U - U 6 E ) - a w m 4 06 _j Um U 8. 4 7 05E � -4. 2 LO 6 2 I 6 M x ET 10 4. 2 w x06 .j M N i 4. 2 O o c� x - - - - - - - `� 3. 6 cr �( - - - - - 1 . 2 3 01 & 06 N 10 \E1 o - - - - - - - - - - - - -- - - - - . 0 4. 6 9. 1 3. 6 rn 9. 1 - 4 . 6 . 0 01 � 05 - - - - 0') 3. 6 - x Lc) 38 Uj Ln � - _ - - - _ - 1 . 2 o 4. 2 8 & 04 3 - - - - -- - 0 - - - - - - - - - - - - - 02 & 05 3 - - - -- - - - - 3. 6 N 4 02 - - - - - - - - - - - - VAR N �c\j , 0404 VAR H J � I 04P I 04 5 rnQ 02 N ( T ) 2. 4 ( T ) ( T ) ( T ) 6 ( T ) D I . 8X - O 02P 13. 0 02P O 53C, 3-DLC 53C , 4 -DLC 53C, 5 -DLC o re; o 05m TO I 53m TO 1 . 8x LIMIT LINE LIMIT LINE 3, 0 PHASE DIAGRAM NOTES ( THIS SHEET ONLY ) : TRAFF I C S I GNAL ( 8J7U MAINTENANCE o-06> ❑ INSTALL STATE FURNISHED TYPE 170 CONTROLLER ASSEMBLY IN TYPE 332 CABINET. EASEMENT 8. p 06 -0 1 3. 8 9. 4 0 1 o-06P- b18 2 INSTALL 120/240V TYPE 111 -CF SERVICE CABINET WITH CIRCUIT 06 -o 4 BREAKERS AS FOLLOWS: _ _ _ 01 05 OR NO 02 � I 100A/240V/2P MAIN CB - BOTH METERS - 05 - 30A/ 12OV/2P CB ( LIGHTING ) - LS- 3 (METER 2 ) ' 8. CONTRACTOR SHALL FURNISH 02P v 0 - - 50A/ 120V/ IP CB ( SIGNALS ) - TC- I (METER 1 ) 2400- BAUD HAYES INTERNAL MODEM. ► &2 04 ZN fM - 1 5A/ 1 20V/ I P CB ( I I SNS ) - TC- I (METER 1 ) N - 3 INSTALL EMERGENCY VEHICLE PREEMPTION DETECTOR PHASES AS SHOWN SEE DETAIL ON SHEET E= 2. 9. SEE SHEET E -'4 FOR INTERCONNECT ❑ 0�2P o0 I W W [4] 1 NSTALL R34 S I GN ON MAST ARM. 0 0 SIGNAL AND LIGHTING a � [-5] INSTALL R96 AND R96B SIGNS ON STREET SIDE OF SIGNAL POLE WITH 2. 1 m CLEARANCE. FOOTHILL BOULEVARD / CENTER AVENUE ww [-6] EXISTING ELECTROLIER TO BE REMOVED BY OTHERS AFTER SAFETY LIGHTING IS OPERATING CORRECTLY. SCALE 1 : 200 - 0 ALL DIMENSIONS ARE IN INSTALL EMERGENCY VEHICLE PREEMPTION SYSTEM PHASE SELECTOR E - 1 c[-7] THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY METERS UNLESS OTHERWISE SHOWN � I MODULES IN CONTROLLER CABINET. o FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => DFLTUSER FORM DC-OF-91-PF (RFV. 3/8111) Scgl_ F 15 IN M I I.. I. 1 MFTERS I . .j.ill Revised Pole F 7116/13 CITY No. DESCRIPTION OF REVISION DATE ak APPROVED CITY OF RANCHO CUCAMONGA APPROVED BYE DATES CITY ENGINEER RCE L�6�JUJA zi95 .A - CABLE , CONDUCTOR AND CONDUIT SCHEDULE FOR SIGNAL CABLE USE SCHEDULE FOR PLAN PREPARED RkCOWENDED INTERSECTION FOOTHILL BLVD . / CENTER AVE , INTERSECTION FOOTHILL BLVD . / CENTER AVE , ASL Consulting Engineers EARL T. 225 WEST HOSPITALITY LANE MOA TH SUITE 206 %HEFT 16. 44532 SAN BERNARDINOt CA 92408 CONDUIT SIZE AND RUN CABLE TYPES AND USES NUMBER OF CABLE R.C.E. NO.- 44532 DRAWING NO. CONDUCTORS USED DATE FILE NO. 170q AWG OR CABLE POLE OR CIRCUIT A6 A A8 AWG SIZE CONDUCTOR CABLE USE FOR EACH POLE POLE A —1 CABLE TYPE SIZE 00 0 0 0 0 B 1 1 01 3 1 3 C I I 1 02 1 3 3 D I 1 1 I VEHICLE 04 3 3 3 CONDUCTOR W— E 1 #14 SIGNALS 05 3 1 3 F 1 06 3 3 TOTALS 1 2 1 2 3 6 12 AWG 08 3 3 02P 2 2 > SIGNAL CONDUCTOR PEDESTRIAN LIJ < POLE A 04P 2 2 CABLES B SIGNALS 06P 2 2 C *12 AWG COMMON UJ 12 D lTOTAL E CONDUCTORS 9 9 4 9 12 14 CONDUCTOR F 2 2 USED TOTALS 1 3 1 2 3 7 PEDESTRIAN 02PPB 1 *14 AWG PUSH 04PPB I *12 I.I.S.N.S. 2 2 2 2 4 3 BUTTONS 06PPB w ca 00 AWG TOTALS 2 2 2 2 4#10 COMMON I ROADWAY CONDUCTOR -J U. UJ TOTAL Z �4 LIGHTING 2 2 2 2 2 4 CONDUCTORS 2 2 2 2 3 0 U AWG TOTALS 2 2 2 2 2 USED -J V) W 4 o < U.1 -r *8 BARE COPPER I I I 1 1 2 SINGLE INPUT/SINGLE OUTPUT AWG GROUND CONDUCTOR I I EVP OPTICAL DETECTOR TOTALS I I I 1 1 2 1 *6 CONTROLLER 3 DETECTOR SHALL EXTEND CABINET x AWG TOTALS 3 ABOVE BACK PLATE x 01 DETECTORS 2 2 2 1 2 0 x x 102 DETECTORS 6 6 x th DLC 04 DETECTORS 1 5 5 0 0 Ir X 05 DETECTORS 2 2 W > x 06 DETECTORS 6 6 6 6 FLAT WASHER SEAL © Z 08 DETECTORS I I WITH A GASKET X 0 x TOTALS 1 9 8 8 13 22 TOP OF TRAFFIC W Vi EVP CABLE 1 2 1 1 4 SIGNAL HOUSING x x CONDUIT SIZE 63C 78C ,63CI78C 78C 2-78C 53 SHAKE PROOF x O=SIGNAL CABLE ( 12 CONDUCTOR AND 3 CONDUCTOR) SHALL BE RUN UP TO LOCK WASHER THE HANDHOLE AT EACH SIGNAL STANDARD. STRIP THE CABLE AT THIS POINT AND RUN ONLY THE NECESSARY CONDUCTORS UP TO THE TERMINAL COMPARTMENT AT THE SIGNAL HEAD. THE OTHER UNUSED LOCK NUT CONDUCTORS SHALL HAVE THE ENDS INSULATED AT THE HANDHOLE. V2 NPS NIPPLE POLE AND EQUIPMENT SCHEDULE FOR EMERGENCY VEHICLE PREEMPTION DETECTOR MOUNTING INTERSECTION FOOTHILL BLVD ./CENTER AVE , NO SCALE STANDARD VEH SIG MTG PED S I GNAL PPB (TYPE B) HPS 1 . 1 . S. N. S. POLE LOCATION NO. Type Sig gARROW M. A. Lum M. A. Mast Pole LEGEND*LUMINAIREIArm MTG 0 E 00 A B 29-5- 129 15. 24m 4. 6m 2-MAS SV- I -T SP- I - T 4 -00 20OW Center --o-- 2. 5 1 . 0 IA ( 3. 05m) TV-2-T SP - I -T 6 0". 3. 5 1 . 0 EVP PHAS I NG 1 7 - 3 - 1 2 9 6. Im 3. 6m MAS SV- I -T 6 -00 20OW Footh1I I 'ILVD 2. 4 1 . 0 DIAGRAM 0 INPUT FILE EMERGENCY VEHICLE DIRECTION 15 4. 6m SV-2-TA SP- I -T - 20OW 0300 W*-- 01 & 06 J12L W/B 2. 4 1 . 0 � i ,/ -NJ11 N-1 717 C S - 2 20OW 9©0 -36F.�P L 1 05 & 02 Jl2U E/B C\J 25-T.-6ff-�- 15 4-.-6fr-t- MAS SV- 3- - TB -S-F1----2--T-- 20OW BLVD Footh I 1 1 10200 SEE PLAN 1 . 0 08 J13L N/B :1 19-4-100- SP-2-CS 04 J13U S/B "I all ALL EQUIPMENT IS NEW. Revisions are in imperial units. 00 -J -J Fil 5- a- ARROWS SHALL POINT NORTHERLY. WW SIGNAL AND LIGHTING 0 � I.I.S.N.S. shall be mounted on a separate Valmont horizontal mast arm. Z 00 0 mast arm. NO SCALE 0) from > L.0 Pole F shall be located at the back of walk and offset 5' east from the W ir E - 2 projection of the easterly 04P crosswalk line. THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLYtp (A minion 0 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => DFLTUSER FORM DC-OE-91-PF (REV. 3/88) SCALE 1 $ IN MI � l,, IMFTERS riropo, ". min No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONG etric APPROVED BY@ DATE- CITY ENGINEER _ RCEe 24953 PLAN PREPARED BYi RECOMMENDED ASL Consulting Engineers i E s 49 � 4 9 J h& EARL 225 WEST HOSPITALITY LANE MCARTHUR SUITE 206 SHEET 44532 SAN BERNARD I NO, CA 92408 � 6-30-01 * j5--OF ��lF OfIV CAV E\! 4�/r / !! � DRAWING N0. _ R.C.E. N0. 44532 DATE FILE NO. ' 70 W I) m > p W W � > w Q � p W Q p W Z W a I Qo o I INSTALL SIC TO EXISTING w w 0 1 70 CONTROLLER . . D � ( SEE DETAIL ON E- 5 ) cr a w = 1 w _ # _ EXIST 53C, I SIC EXISTING 53C, I SIC i tXISTING 53C, I SIC : INSTAL Ix t- t I w n _ - - qlw _ --- - - _ - - 53C. I SIC Uj FOOTHILL BLVD ( ROUTE 66 ) CB V' �n w � 0 ... ..... ... ...... - W z � �—� 3 4 _ Q o x 3 \\- 53C, I S I C In a. 53C, ISIC _. . . . _ _. . , . .. w TRAFFIC SIGNAL MODIFICATION BY OTHERS I EXISTING 53C, I SIC TO CONTROLLER CABINET ' 1 AT RAMONA AVENUE (±410m) � I I — v d O C Z C M M � — C � n n u 0 C w LL � H OC J _ da w � INTERCONNECT PLAN 6 co SCALE 1 : 500 ALL DIMENSIONS ARE IN - I _ �E 3 � THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY METERS UNLESS OTHERWISE SHOWN , a � J 0 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME = > DFLTUSER FORM DC-of-91-PF (REY; 3!§§) sC LE I § I N M I l !. I MCTER� L _�_�-- .�_-_': 1 i I [,Gfl f I LE = > . . . \ph2eO3.-d(jf) - No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA etric APPROVED BY1 DATES j 1 _ CITY ENGINEER _ RCEe 24953 PLAN PREPARED BY, RECOWENDED ASL Consulting Engineers J CS EARL T. 4 225 WEST HOSPITALITY LANE E ARTH SHEET IAc UR SUITE 206 4453201 �► SAN BERNARD I NO, CA 9240841 I4 Exp. ^ - 1- 1— OF OF CAUL+`� /�/// !f DRAWING NO. _ R.C.E. N0. 44532 n DATE FILE NO. I 7 0`� fi I p W E > N I > 1 W Q LLI i t rz p i f Q � p � i I o CO Co SEE SHEET i a p p INSTALL SIC TO NEW 170 CONTROLLER ` �. I X- 2 FOR w W CONDUIT LOCATION � Z U2 , J In W LIJ Ld (iJLLJ LLI - - Ld w = 53C, ISIC `—' x Ld FOOTHILL BLVD ( ROUTE 66 ) _ w x O 53C, 2S I C 53C, ISIC 53C, ISIC O Ld t0 w x 53C, ISIC 39 0 0 �r w - - — - - - - - 53C, ISIC f Q z -- — — F- w SEE SHEET E- 1 FOR Z a TRAFFIC SIGNAL J R/W _ f' Q Lr I Ir � O - Z Mr — C n � N II cc W 11 H H � H OC J - aa wLL INTERCONNECT PLAN SCALE I : 500 0 m > ALL DIMENSIONS ARE IN - I THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY METERS UNLESS OTHERWISE SHOWN E - 4 Ko— FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME = > DFLTUSER FORM DC-OE-91-PF (REV. 3/88) SCALE 15 IN Mill I METRRS I I I I_ . I l_ _.—I-1_� pG11 F 1 L ( �IgIl No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA etric APPROVED BY DATE- CITY ENGINEER _ RCEe 24953 NOTES = ( THIS SHEET ONLY ) PLAN PREPARED BV RECOMMENDED ASL Consulting Engineers J;k(S F-1 ] INSTAL NEW CONDUIT INTO EXISTING ST I NG CONTROLLER � EARL T. 4� 225 WEST HOSPITALITY LANE L MCARTHUR SUITE 206 SHEET ,,• 44532 SAN BERNARD I NO, CA 92408 CABINET PER DETAIL BELOW. ; Exp•6-30-01 _15 OF� J?�jF Of ckU �\! 4� ' Jly0 DRAWING NO. R.C.E. N0. 44532 2. PROTECT EXISTING DETECTOR LOOPS. - — DATE FILE NO. 0 W io > p W W 11� V) W W Q iz 0 W L1.1 0 z W Q � z 0 � W ro Q0 LJ p I Q I 52 U QW = I ! { W W W R/W _ U 53C9 ISIC v o FOOTHILL BLVD ( ROUTE 66 ) cr w z 0 � Q j :. r<n � 4 I q 2 _ ~ o �( W — 53C , ISIC 53C, ISIC x z X�\ Q 53C, ISIC t j I INSTALL SIC TO EXISTING 332 I I EXIST. 170 CONTROLLER CONTROLLER I � � I CABINET I I I MAKE HOLE IN CABINET I (MAXIMUM 2mm d1a LARGER THAN CONDUIT ) Lr LB CONDUIT FITTING WITH GASKETED COVER PLATE ( SIZE OF CONDUIT AS SHOWN ON PLANS ) Mc oc wLL F- NEW CONDUIT INSTALLATION INTO EXISTING CONTROLLER CABINET oc J _ as NO SCALE w � INTERCONNECT PLAN ~ � Q _ o � SCALE I : 500 -0 a ALL DIMENSIONS ARE IN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY METERS UNLESS OTHERWISE SHOWN E - 5 W `0 I a lU LJ O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => DFLTUSER FORM DC-OE-91-PF (REV. 3/88) SCAL.F 15 IN MILL I MFTFR ,� I _ 1-_ _. �___1_-._ __� pc-(I r I LE _� . . . �j.�ri��;�Fi. l��(1 NOTES = No. DESCRIPTION OF REVISION DATE CITY APPROVED LEGEND: F11 REMOVE PAVEMENT MARK I NG CITY OF RANCHO CUCAMONGA etric APPROVED BYl DATES t 29 2. ALL STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC TRAFFIC LINE DETAIL NUMBER CITY ENGINEER RCE�_ ?4953 -_\ PLAN PREPARED Yl RECOMMENDED ASL3. ALL CONFLICTING STRIPING AND PAVEMENT MARKERS SHALL BE REMOVED a � 225 Consulting Engineers Q 225 WEST HOSPITALITY LANE ��� REMOVE IGN EARL T. � R S dAcARTH SHEET UR T 0 O SUITE E 2 6 44532 7° SAN BERNARDINO CA 92408 I INSTALL SIGN �6-30-01 �_OF J?�lE of CA� �\! C /� ✓ DRAWING N0. R.C.E. N0. 44532 TYPE IV ( L ) ARROW DATE - - FILE NO. � O TYPE IV ( R ) ARROW LIMIT OF PAVEMENT DELINEATION CHANGE 0 w Ln 0o > 0 w w Ir V) w > I­- w a Q� 0 w a W D z w � Q wm m Q a o o z cn ( No -j w _ O , + J In LiI I ! IM, 1 Q w -7 i — w U U X _ N i = S I i } w I M R 1;0 (kT) N z 1 t1 C + 25 l!7 :. . 25 1 2 rn M j DETAIL A 38_ —R/W 2 w . . w - - __ .- . — _ w — — — — I R7/R7A/K - I 0. 6 (TYP ) w c� 8. 3 ROUTE 66 -0. 6 (TYP ) 8. 3 — — — - 8. I — — — — - — — — — — — — -- -- — 3. C — — w 3. G 3. 6 IF— RIO ° �C 3 6 - - - r 3. 6 r _r � --3 6Y - \ _ _ 3. 6 N x 33 3. 6 - 3. 6 - - - - - - - - - - - - - - - - - - - 7 . 8 - -w 3. 6 7' 8 RIO ( RT ) I I ( RT )x 8. 4 _ — � - -- K_ 1 ,i - - — R/W R/W DETAIL A _ 25 12 38 � � � ' _ ! 12 25 DETAIL B . a I R41 Q 1 a , I E I 2. 44 mAHEAD � Q 100 mm WHITE LINE 15. 24 m — o zc M r — c n � u u 50 � 2. 44 m Fc m we - SIGNAL oc F. PAVEMENT DELINEATION w � 7. 32 m 7. 32 m 0- 0- THROUGH TRAFFIC T AND SIGN PLAN z 00 DETA I L A DETA I L 2B SCALE 1 : 500 5. 85 m ALL DIMENSIONS ARE IN PD - 1 w METERS UNLESS OTHERWISE SHOWN , Q � J FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => DFI_TUSER FORM DC-OE-91-PF (REV, 3/40) SCAL F 15 IN M I I, [. I MFTFPS I I I I f I I 1 - __irign No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA W41 I e tric APPROVED BYE D A T E _ - 24 3_ _ CITY ENGINEER RCEr _ PLAN PREPARED BYE RECOMMENDED a ASL ConsultingEngineers n A 9 I S I EARL T.THUR SUITE 206 JOAR 4 225 WEST HOSPITALITY LANE SHEET w � j _ � � E, ,44532z SAN BERNARD I NO CA 92408DETA I L B + 6-30-01 OF --j ��T '��! DRAWING NO. E ; a (cAV� �/ R.C.E. NO. 44532 o ~ i DATE FILE W. 17 0 0 1 I o 1 00 00 Ld m V) to / o L JOIN EXISTING / v w w > LIJ a Z Ld Uj > N } / w I— z R26B I U CID 22 / wm m F Z M U2 v . _ t a w = { i... R I /SNS R _ i R4 1 300 mm WH I1`E-..,v._•. .._- . ____ I R 4 1 I 3 300 mm WHITE Q {� y 38 I2 25 00 25 12 R10 (RT ) I j >C w — -- — DETA I L A DETA I L A a DETA I L B rn o _ — — 3. 6 — R/W r� w `� 0 VAR 0. 6 (TYP ) ROUTE 66 8. 4 w — — — — — — — — — — — — _ 8. 4 _ � � 3. 6 —' — — — cn w — — AR 3. 6 3, 6 U0 37 w 3. 6 a — - - w VAR — — — — _ _ — — — _ _ ,----- - ' - - o0 3. 6 4 - - — 0. 6 ( TY ) — x - - VAR- - — — — VAR < U-) — — — — _ DETAIL B R7/R7A/K- I I o o — N ko 25 w a Oi 12 2 5 3 8 7 `° L" - 7 z W4I I R7/R7A/K I J r K . RIO (RT ) I R/W _ wn Q o � 22 6M �� I RIO (RT) vz Q + � w w M m / I r � r r — v rr O n Z C M r - C • n N 11 0 C W 11 F- F- H OC PAVEMENT DELINEATION as W ll AND SIGN PLAN SCALE 1 : 500 0 - 0 ALL DIMENSIONS ARE IN PD - 2 � `° FOR NOTES AND LEGEND, SEE SHEET PD- I METERS UNLESS OTHERWISE SHOWN L(c`) QIJ FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => DFLTUSER FORM nC-OF-91-PF (REV. 3/ SGAI F 1 c 1 N M I I 114FTFR� _�._. -�-- �-- -__.. _�_�.___ @p? - [�-11 F I [ E => . . . \p(JU I. j0F, No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA etrfc APPROVED BYs DATES CITY ENGINEER RCEe 249.3 _ -1- PLAN PREPARED BYE RECOMMENDED ASL Consulting Engineers A& EARL T. 225 WEST HOSPITALITY LANE JOARTHLR SUITE 206 SHEET 445 32 • 6-30— F.�. 01 SAN BERNARD I NO, CA 92408 OFJ�_ +lF of c�� `! 49/r;r / R.C.E. N0. 44532 DRAWING NO.DATE FILE NO. � O E) In CD > p W W cr _N W > F- W Q � p W Q W o Z W Q � Z I­__ in Q p Q I 5z Y I = J In W I W 4 i ( s I Up U I A I ( R4 M n M M M +- R10 (RT ) I R 1 0 (RT } w — - _ 12 (n . _ 1 0. 6 ( TYP ) r = w VAR N x GO — — — — — -- _ _ _ VAR ROUTE 66 8. 0 5. 1 �- I . 5 o x + _- 3. 6 10. 6 3. 6 3. 6 z C, ---__ - .r 3. 6 3. 6 --�-___ 3. 6 s 3. 6 Q — — — — 3. 6 �A 1 _. 3. 6 Ao 3. 6 0. 6 ( TYP) 3. 6 �--� R7/R7A/ 3 . 8 o (n — — — — — — — — —3. 6 — — — — — — — — K- z 6. 6 8 . 5 x � — — DETAIL A U 2512 t`- o 38 f `+' DETAIL B 7 ( (if 4T (` — (D tT r1e) CO f j `1 I I I I I I Ql Q �1 C Ll 7 O ZC Mr — C n n a u 0 C Ld ll F- F- F- F- OC PAVEMENT DELINEATION as wU F_ AND SIGN PLAN oF- 00 SCALE 1 : 500 - a ALL DIMENSIONS ARE IN PD - 3 Wit° FOR NOTES AND LEGEND, SEE SHEET PD- I METERS UNLESS OTHERWISE SHOWN I a (D J 0 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => DFLTUSER FORM DC-OE-91-PF (REV. 3/88) $CAL. F 15 IN M I L L. I METERS _ - _ __ —z__.:. -. I I GIA I L E _ . . . r,,AO I n No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA LEGEND, a tric APPROVED BYE j DATES CITY ENGINEER _. RCE. 24_-_3 !— PLAN PREPARED BY RECOMMENDED DIRECTION OF TRAVEL (NOT A PAVEMENT MARKING ) low ASL ConsultingEngineers EARL T. E� � e� 225 WEST HOSPITALITY LANE � CHANNEL I ZER ( 7. 5m SPACING µOARTHUR SHEET 8 / �, 44532 � SUITE 206 6-30-01 * SAN BERNARD I N0, CA 92408 OF OX TEMPORARY TRAFFIC STRIPING 4�/,O_A_ OR.C.E. NO. 44532 DRAWING NO. Y TYPE III BARRICADE DATE — FILE NO. j?0 t TEMPORARY TYPE IV ( L ) ARROW (SAACAc LOGO)l CITY OF RANCHO CUCAMONGA I (CITY LOGO) L _ _ I AND I — z TEMPORARY TYPE IV (R ) ARROW 4 ' SAN BERNARDINO ASSOCIATEDGOVEMOM o FLASHING ARROW BOARD ( FAB ) "YOUR TAX DOLLARS AT WORKN > OC COVER SIGN PROJECT FUNDED BY : LIJ MEASURE I ARTERIAL FUNDS 0 w WORK AREA > �- w a F SIGN PROJECT FUNDING SIGN o K-RAIL w 000cRB TEMPORARY CRASH CUSHION Z ( SEE TITLE SHEET FOR SIGN LOCATIONS ) w INI o � a I w Co CO Q I a o to :D Z U _ U L SEE HERMOSA AVENUE STORM - �. .. ._ -"n `'J - �-�. . .. I . � w DRAIN PLANS SHEET 19 t � N aw = Uo U FOR ADDITIONAL STRIPING _ F w iLLI, r t R/W -- _ cn � C13 — -- — —FOOTHILL BLVD ( ROUTE 66 ) w w o _ t M 33 34 _ _ F- UJI w_ CIB F � R/W � U Q i _ I i I I I I NOTE I I . ALL CONFLICTING STRIPING AND PAVEMENT MARKERS SHALL BE REMOVED. _ « Or zc M r — C n � n u 0 C w ti F- F- OC TRAFFIC HANDLING PLAN as w � ( STAGE 1 ) ~ � Q _ co o � SCALE 1 : 500 a ALL DIMENSIONS ARE IN T H — 1 W FOR NOTES AND LEGEND, SEE SHEET TH- 1 METERS UNLESS OTHERWISE SHOWN 1--L0 FOR REDUCED Pt AN"S OR ! C I NAL q go qo F}o so _ S ALE 1 5 I N MILL I ti#TERS I I � I., I I I I USt_FtNAME _ � l)# L I U`�Lfl F ORIJ !.)C-0E-91-PF (REV. 3, 88) DCJ1 FILE => . . . \ph?ff,0 1 . d in No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA e tric APPROVED BYl DATES_ CITY ENGINEER RCEa 249_3 PLAN PREPARED 0- RECOMMENDED ASL ConsultingEngineers g U N& EARL T. 225 WEST HOSPITALITY LANE Mc SHEETARTUR SUITE 206 44532 '° SAN BERNARD I NO, CA 92408 D # bq�-6-30-01 * � OF 1 1?lf OF cAu \! //// DRAWING NO. R.C.E. N0. 44532 n DATE FILE NO. 1 7 O `7 i m > W 1 , L40 W r c W Q Iz 0 / W a 0 t / SEE HERMOSA AVENUE STORM 1 I DRAIN PLANS SHEET 19 FOR ADDITIONAL STRIPING 0 � I Q 0 W W ,Z^ _I In �WJ Q W S U0 U _ 12 21 w — — f R/W _ _ 39 J f- 4. 3 w 3. 6 — — — — — RGUTE- 66- - — — 27B — — — — — — `_ — 4. 3 — WORK W IA .— _ _ _ w �( — — — -� 3_6 �- 3. 6 ARRAY " TG" 27B - - - - - - V) ' O — — — _ — — — _ — — — y K-RAIL — — *- 3. 6 + -► 4. 3 -- — — — -- — — -► 3� 6 — — �.. 3 7 — ARRAY " TG " w �o "' — - -� — - — — — — — — L — M O Q ­w �C WORK AREA - + x V' WORK AREA - - V) Ld U } Z F— s F— ' { s / W 444j� Q sue- m LIJ Q V M CD I r � i r o Zc M r — C n n n 0 C w HH F— F— OC TRAFFIC HANDLING PLAN LOLL w � ( STAGE 1 ) QF- o � SCALE 1 : 500 - rn ALL DIMENSIONS ARE IN TH - 2 METERS UNLESS OTHERWISE SHOWN ' Q0 b FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => DFLTUSER FORM DC-OF-91-PF (RFV. 1/88) 5Cg1_F IS IN M I L t I METERS --- �;. No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA etric APPROVED BY, DATE- CITY ENGINEER RCE, 24953 PLAN PREPARED B RECOMMENDED ASL Consulting Engineers ineers EA RL 4 225 WEST HOSPITALITY LANE SHE ET SUITE 206 4453 2 RNA 4 SAN BE RDINO, CA 92 08 � E,�,6-30-01 �► OF �?'rF OF ctu �\! /� _ R.C.E. NO. 44532 DRAWING NO. DATE FILE NO. l O ' W V) m > O W W I W > F- W Q of O W E- W O Z W Q Z o M W � to O ( I ZLLI U _lln W e ! Q W J: W W R4 �.21 ..... _ w 12 x V' _ 10. 4 •- ROUTE 66 -o- 6. 9 Ir yC — - - 4. 6 w O - 7 o-- o - _ R 17 T $� �r R 17 x -�► 3. 7 276 41 - . 4 o --► 4. 2 Z , , VVOF K AR EA --p- 3. 7 cr j W �— U [l I Qf p t . i r f ram. • ` 5 � y V� I 1 I I 'q- I I i ( ( O ' Z < M � n i n 0 C LLJ L h- h f- F OC J _ TRAFFIC HANDLING PLAN C� C W L ( STAGE 1 ) 0 = Q o � SCALE 1 : 500 o rn ALL DIMENSIONS ARE IN TH - 3 � `� FOR NOTES AND LEGEND, SEE SHEET TH- 1 METERS UNLESS OTHERWISE SHOWN ' LO J O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAMF => DFI-TUSER FORM pC-0E-91-PF (REy, /e@) SCAL F i 5 IN M 1 l I.. I M€TFRS ��--1,---�- —�.-- _� - w,i F I l E p1,2,t 0 . Ign I I No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA etric APPROVED BYE DATES -40 CITY ENGINEER RCEe 293 PLAN PREPARED RECOMMENDED ASL Consulting Engineers J�(t EARL T. 225 WEST HOSPITALITY LANE MOARTHUR SUITE 206 SHEET .0 „ 44532 SAN BERNARD I NO, CA 92408 02�- of I( b m,6-30-01 * 1?'jE Of CAV ' ��/// ! DRAWING NO. _ _ R.C.E. N0. 44532 DATE FILE NO. O p W 0 m > p W W � � W W Q cr p w H Q p LL1 Z) Z W IN, Ld °D Co C 18 Q a � Ln O p T i w 12 38 24 w 12 24 _ __ ._.._....._ _.. . ... _..._. ._,._... fw - .j y , UJI FA 6. 9 ROUTE 66 — — — — - -- — — — — — _ _ 3! 6 .- V) w — — — — — — 3. 6 �- 3. 6f � 3. 6 � r o o x C30 3. 6 �r WORK AREA __--t _. _�_ __� . - -� �-t- 3 4 3. 6 s C 3 0 5 �( 3 3 3. 6 --► _ 3. 6 -�_ _ — — — -- — — — — — — — — 3- — — - w x 3. 6 _ — — — — — — — — — — — — — — 6. I -� — — — — — 6. 1 Ln 6. 3 — -+ __J C18 I2 24 38r7� 3 I 1 �� M ►IJ a_ cr Q W T( C18I Q z r- — cn rM 0 + 0 + I Lit N z IM corn wrn rn a rn — C\ Ov zC MN — C n n a u 0C W LL F- F- F- F- OC TRAFFIC HANDLING PLAN as w ( STAGE 2 ) o z 00 0 SCALE 1 : 500 - rn ALL DIMENSIONS ARE IN TH - 4 w FOR NOTES AND LEGEND, SEE SHEET TH- I . METERS UNLESS OTHERWISE SHOWN J o FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USFRNAMF => PFI_TUSRR EOR►yi Pr-OF-T-PF (REY, I/M SCAI_ E 1 S IN M I I I I METERS UGN F I LL => , . . \ph2fhU4. djh No. DESCRIPTION OF REVISION DATE CITY �t=: APPROVED CITY OF RANCHO CUCAMONGA e tric APPROVED By, DATE, CITY ENGINEERJ RCEa- 4_-- PLAN PREPARED - RECOMMENDED ASL Consulting Engineers JA&- EARL 225 WEST HOSPITALITY LANE MOARTHUR SUITE 206 SHEET AIL4430�01 SAN BERNARD I NO, CA 92408 �,3 of c-(o EM. OF CAU L\' /r !! ✓ DRAWING NO. _ R.C.E. NO. 44532 DATE FILE NO. �O i 0 i I Ld I 1) m > f LLI i � X v) Lu I + > F- w a 0r o ` ! w Q � �0 i W m � CO i a � o C18 (! Z U U � C1 3 t IJj 24 1 2 1. cu F— fU 24 R/W 12 x-- r �( w 6. I _ — — ROUTE 66 6. 1 _ w WORK AREA c3o r 3. 6 — w z c� ;; ,� 3. 6 v�i M -� 1111047771!�= 0 , 38 3. 6 .r o !C < — — 3. 6 --. �= W O R AREA o -- - 3-6 _ _ - - o z — — 4. 8 -� — -� 4. 8 - - - - - -- _ - — — ..� 4 J 12 38 24 _ w E"- 1 24 12 z i t U .c 0 i r � r ° / — r C O LC Z C M r — C a u 0 C W l. H H H H OC TRAFFIC HANDLING PLAN Lda W Li ( STAGE 2 ) SCALE 1 : 500 o a ALL DIMENSIONS ARE IN TH - 5 W `O FOR NOTES AND LEGEND, SEE SHEET TH- 1 . METERS UNLESS OTHERWISE SHOWN ' QQ0 -1 O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USFRNAMF => DFLTUSER FORM K-OF-91-PF (RFV! 1/159) 5CAI E 15 1 P1 M7I L.L I METERS DO F 1 LE = > . . . \ph- II'{`'. doh - i No. DESCRIPTION OF REVISION DATE CITY APPROVED t CITY OF RANCHO CUCAMONGA elric APPROVED BYi DATE CITY ENGINEER RCEs 2 5 PLAN PREPARED , RECOMMENDED ASL Consulting Engineers J ACs EARL T. 225 WEST HOSPITALITY LANE MCARTHUR SUITE 206 SHEET • "° 44532 6-30-01 SAN BERNARD I NO, CA 92408 q(P +lF OF CAS /�`d� DRAWING NO. _ R.C.E. N0. 44532 DATE FILE NO. � ?O p W >- V) CD > p W W Of I) w > W Q � p w ~ W o :D Z W > z Q Z Z U) W — Wm CO ` > X p I I W _jW C18 = z U2 Y i AL — w C} 13 I S F ( 4 t , ; i 1 E i ! � E I 1 _ 9 38 w24 _ — - CI8 R/W }S 7 0 t. _ - w _ LLJ !C Ln 3. 6 �- — — _ _ _ _ _ _ ROUTE 66 6. 8 .- I • I 4. 0 Uj o !t WORK AREA c30 3. 6 o z - - • s 4 . 6 3 6 e S w I'- — — En cn 4_ 9 _ _ - - - _ _ _ 4. 2 -� 3. 8 Z 6. 5 -• - 8. 5 z 1 24 938 U CL- k ' r i N - o � 1 + 13 'q- wwM C18 � I I n Oit ZC Mr — C n x u 0 C WLL F- H � f- OC J - aa TRAFFIC HANDLING PLAN WLL ( STAGE 2 ) SCALE 1 : 500 - a ALL DIMENSIONS ARE IN TH - 6 U FOR NOTES AND LEGEND, SEE SHEET TH- I . METERS UNLESS OTHERWISE SHOWN Q J O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME _> DFLTUSER FORM DC-OE-91-PF (REV. 3/88) SCALD 15 IN M I t L I MFTFR5 __�_ __ L_ __l J ___ DGti F I LE din i i No. DESCRIPTION OF REVISION DATE CITY APPROVED _ CITY OF RANCHO CUCAMONGA etri APPROVED BY, DATES CITY ENGINEER RCEi 2 93 .4 PLAN PREPARED - REC NDED s+av� ASL Consulting Engineers 1 ^R EARL T. 225 WEST HOSPITALITY LANE i MCARTHUR SUITE 206 SHEET j M. 44532 SAN BERNARD I NO, CA 92408 �� 41 bww 6-30-01OF +r DRAWING NO. F a c ���_ R.C.E. NO. 44532 DATE FILE NO. 1701 i I i 0 W m > p W w � W > E- w Q Ir W F- a 0 4 " GAS w Z TELE. 8 " SEWE Ld 6 " WATER P #UL - 1 225 6 " WATER P #E - 76 OVH ELEC. Io'sEwER om } P#E-762771 Q Al P #CD- 3130 P #CD- 3130 CO ao a L w p c, , rt i . GAS 2. 5 DEEP ; � Z Y 8 SEWER 4 SEWER 3�4 _._A ._�,..... -jv) w i P # E - 763866 I TELE. 1 � � ` TELE. t 3 " GAS #E - 761 967 1 w c' ' ' PU- 782666 _ 1 P #UL - 1 225 # - P #U - 7055G F' US 08Q2 ` 2 " GAS 2. 5 ' DEE , ' P UT786962 w _ -- -- — - --j-- - - = =0HE- — —-p --- — -pHE_— — qF"- —R�w _ �- _-— — — - ' —0 H E- =QH E H_ Ecn T_ _ _T - _ _T _ _ S - -T _ T- - _ - - --S—T - - - - - T- - - - - S - - - - w c� x — - - — - - — - - - - - - — — w _ _ _S _ _S R(1I l T C _S =� T - _ — I T -- - _ _- _ - - - - - cn w �//� I O > /� C�� �t i Z /\ -- -- -- — --- -- - -- --- - -- -- -- --- -0 -- - Wa i7i w 31 W F o ROUTE 66 - \� , vv IV �\ PROPOSED WATER LINE BY �LIJ - 1 CUCOMONGA COUNTY WATER a 4 " WATER E t ! D I STR I CT, NOT PART OF ` - 6 ; 1 THIS PROJECT TELE. 2. 5 ' DEEP 4 # 1 i P #U - 4052 2 " WATER 3 ' DEEP ION WATER P#US-0282 4 ' DEEP I I #UC -0056 INSTALL 250 mm ( 10 " )I INSTALL 406mm ( 1 6 " ) I . D.I . D. MINIMUM, P #UL - 4020 C . M. L . &W WATER PIPE IOmm ( 3/8 " ) THICK STEEL WATER CASING PER C. C. W. D. STANDARD DRAWING NO. 10 � 0 0 o0 zo M � - O x u ww f- F- F- F-- 00 J J aQ- ww UTILITY PLAN SCALE 1 : 500 CO ALL DIMENSIONS ARE IN U — 1 FOR NOTES AND LEGEND, SEE SHEET PD- I METERS UNLESS OTHERWISE SHOWN ' Q cQ J O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 IJSFRNAMF => DFI TUSFR FAR►1 pr-nF gI ?F (PF��. yng) >C .I_ 1 � I N M I L I- 1 I.'� T f L�L,�...__� I I I DGI`4 FILE => . . . \uO6b. dgn CITY No. DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA etric APPROVED BY, DATE& CITY ENGINEER R C E 243 PLAN PREPARED RECOMMENDED ASL Consulting Engineers EARL ` 225 WEST HOSPITALITY LANE MOARTHLR SUITE 206 SHEET Exo 4453201 * SAN BERNARD I NO, CA 92408 a(p of � ' J?lE of CAS \! 4+� '//_!! � DRAWING NO. __ R.C.E. N0. 44532 DATE FILE NO. i 1 , E O f� w coW ' 7 0 w w c `N w t LLJ F— I Q I W / Z W o } f > 3 " WATER 3 ' DEEP TELE. 8 " WATER w ED < 0 3/q " GAS 2. 5 ' UG. ELEC. 3 ' DEEP It I P #UT - 0374 P #US - 090q P #C - 0342 -� Z w DEEP I " GAS 2 . 5 DEEP ► / P #U - 784096 #U- 7891 34 P UK -0991 s P t _ , # I _ w _. .. . _ . .. .. . .; a o = ER I SER c� c� co 0VH ELEC . i TELE. 3 ' D/F-P o p i ► y I P #US-094 I : `. _ � CL Ljj — --- OH -OH OHE =-t - OHE OH ww - - _� - — -- — —- - ----- � w _ cn > p , y LLJ O + I — -- -- w- -- ---- ---- - -- -- -- -- -- -- - --- _ _- -- -- -- -- — o M - � Q 37 — — 38 -- -- - o o ~ 3 9 -- --- - -- - _ -- _ __ _ o I — — \ . .. o x w _ _ _ - - ' I x Z W 1 o — — \— — — v, i _ ( w U O z R/W = . INSTALL 250 mm ( ION ) .OVH ELEC . C . M. L . &W WATER PIPE _r 4ij PROPOSED WATER LINE BY 1 �tv CUCOMONGA COUNTY WATER c, = V E EC. DISTRICT, NOT PART OF THIS PROJECT 44jcu a r r � N Ow Z O M r- — 0 n 0 ww H H H- F- 00 J J a0- ww UTILITY PLAN SCALE 1 : 500 0 CO ALL DIMENSIONS ARE IN U - 2 `° METERS UNLESS OTHERWISE SHOWN ' Q co o FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => DFLTUSER rnfRgj p�-of-9i-Ff (pry. ' @� sCA. E I ` I N H I L L I M TERS I I �J -.:-1__�� i 1 a I L)i,H f I LE _ > . . . \uol. djn No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA etric APPROVED BYi DATE, CITY ENGINEER RCEs 299. 3 PAR PLAN PRE PARE E E RECOMME DEO ASL Consulting Engineers EARL T. 4 225 WEST HOSPITALITY LANE MCARTHUR SUITE 206 SHEET D. 44532 6-3 01 SAN BERNARD I NO, CA 92408 OF 0- OF CAV ! ���/// !t'1rr'�s-i DRAWING NO. R.C.E. N0. 44532 DATE FILE NO. I 7 O 0 w V) m > 0 w N w 1 2 " SEWER w a P #E - 2771 � 0 8 " WATER UG. ELEC. 3-DEEP P #CD - 0342 P #UK - 0991 N a w 6 GAS 0 � TELE. A z N T RM DRAIN N 24 S 0 2 GAS 3 . 5 DEEP P#US - 0062 Q P #CD - 0342 # _ I P UT 1293 0 Zi CD w 00 m ao 0 TELE. 8 ' DEEP .. Q f � z P U- 9050 Y TELE. 3. 5 DEEP I } t :f f _j 0 w TELE. f.III a w P #UL _ � �C) 0 c � . .._ i PU - Iq13TELE. 8N EWER P #US - 0806. . .. _ : WLd _ _ _ — — � _ - - _ - - S - - - - S - - - - 5 �W S — _ x w - _ _ _ _ _ - _- �� _ - - -- - _ b c� S S T _ T W W W low N }� �' W - R i W cr x 0 I I w 0 �- : L z < CD 4 o x x w z — _ _ — vv T 3 w U I Q i 1 6 N WATER I !1 � �✓ TELE. : 3 ' {3EEP- . � I I P #UL - 1662 + I ,� P#DP- 1955 N 1 0 " HP GAS 3 ' DEEP P #UT - 0025 - N V O 'D Z O M ti - O n n N II t`W W H H O O J J a 0- ww UTILITY PLAN SCALE I : 500 - CO I > LO ALL DIMENSIONS ARE IN U - 3 FOR NOTES AND LEGEND, SEE SHEET PD- I METERS UNLESS OTHERWISE SHOWN ' a � J 0 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USE_RNAME => DFLTUSER - DCrt I I t E - - = __ . i > l € I � I f d fvi i L L I R,�. T€�5 . . . duo a3. dgn __ i i I IRRIGATION LEGEND (PHASE TWO) DESCRIPTION OF REVISION DATE CITYCITY OF RANCHO CUCAMONGA IRRIGATION NOTES APPROVED SYMBOL MFG. MODEL DESCRIPTION METRIC FLOW L Min. RADIUS Kpa NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CCWD, IS REQUIRED AT ALL POINTS OF CONNECTION. THE VAN FULL HALF QTR. # V N F L HALF TR. M CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER, CITY OF RANCHO CUCAMONGA AL IIL RAINBIRD 1812 SAM-PRS-PCS-030-5 30 cm POP-UP SPRAY - - .76 .38 1 ,5 5' 207K INCLUDING HOT TAP AND SERVICE LINE CONNECTION. CONTACT 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 THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. APPROVED BY: DATE- 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 TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER ,FOLLOWED BY A MASTER VALVE. ALL CITY ENGINEER CE: x o RAINBIRD 1812 SAM-PRS-12 30 cm POP-UP SPRAY 7.38 9.60 4.92 2.46 3,7 12' 207K EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, MANUFACTURERS' PLAN PREPARED BY- REC°MM NDED RECOMMENDATIONS AND LOCAL CODES . ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON THE SITE BY A �►N°sc�PE Y 1 Y RAINBIRD 1812 SAM-PRS-15 30 cm POP-UP SPRAY 10.5 - 7.00 3.48 4,6 15 207K REPRESENTATIVE OF THE CITY. LYNN CAPOUYA, INC 3822 CAMPUS DRIVE, SUITE 120 - O RAINBIRD 33 DNP BRASS QUICK COUPLING VALVE, W/LOCKING VINYL COVER-25mm SIZE, BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER NEWPORT BEACH, CA. 92660 SHEET WITH 4 KEYS TOTAL PROVIDED POSSIBLE. ,si WN OF n ❑ RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE W/CARSON-VALVE BOX, SIZE INDICATED ON PLAN THIS DESIGN IS DIAGRAMMATIC ALL PIPING VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY �, ��' R.C.E. NO 2314 DRAWING N CALSENSE ET-1 -8-DR-F AUXILARY CONTROLLER, W STRONGBOX SB-22SS ENCLOSURE AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICT BETWEEN THE SPRINKLER SYSTEM, rF of c���F°Q DATE FILE NO 0 / WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND EQUIPMENT, AND ARCHITECTURAL FEATURES. MAIN LINE INSTALLATION: W/ ANT-1 , TP-1 , TP-1 10 COORDINATE ELECTRICAL CONNECTION TO CONTROLLER "G", AND WITH SCE. MAINLINE NOT TO BE INSTALLED (DIAGONAL) FROM NOSE-TO-NOSE OF MEDIANS, RATHER INSTALL PARALELL WITH ROAD 1`17711 CALSENSE ET-1 -12-DR WITH MASTER CONTROLLER, W/ STRONGBOX SB-24SS/120V ENCLOSURE ALONG PLANTING AREAS. ANT-1 , TP-1 , TP-1 10 COORDINATE ELECTRICAL CONNECTION WITH SCE O (800)990-7788 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF m FEBCO 825-Y-A-BV REDUCED PRESSURE BACKFLOW PREVENTER, 50mm SIZE. ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. 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 \ NIBCO T-585-70-66, BRASS GATE VALVE FOR LINE SIZE 50mm AND LARGER USE SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST, FOR ANY DAMAGES OF SAID UNDERGROUND LANDSCAPE CHECKLIST NOTE G-1 a WATT 403-RT-RW WATT 403-RT-RW, LINE SIZE 40mm AND SMALLER USE NIBCO T-585-70-66 FACILITIES. CONTRACTOR SHALL FLUSH AND ADJUST THE IRRIGATION SYSTEM AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM ® 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 THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS STANDARD SPECIFICATIONS. m W ® SUPERIOR 3100 MASTER VALVE-NORMALLY CLOSED, ELECTRIC DIAPHRAGM GLOBE VALVE COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE WITH THE In UJI ® PROPOSED METER TO BE COORDINATED WITH CUCAMONGA CO. WATER DISTRICT (909)987-2591 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. x cLn W SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION C NTRACTOR SHALL FIELD ADJUST THE SPRINKLER > SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO w W 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. o 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- (SIZE AS NOTED) VALVE �RCV)_ ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURELANDSCAPE CHECKLIST NOTE A-6: ,,, UNDER ALL VEHICULAR PAVING AREAS FOR IRIGATTIION WIRING. a — - - 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 o SLEEVING FOR VALVE WIRES-SCHEDULE 40 P.V.C. MIN. 100mm 4" SIZE. DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION AND CITY OF RANCHO CUCAMONGA ( ) PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF SPECIFICATIONS. SHOULD A CONFLICT ARISE BETWEEN THE CONTRACT PLANS, SPECIFICATIONS, THE CITY. AND/OR DETAILS PREPARED BY THE PERMITTEE, THE STATE'S STANDARD SPECIFICATIONS SHALL VALVE SEQUENCE GOVERN AS DETERMINED BY THE STATE'S REPRESENTATIVE." METRIC CONVERSION CHART AUTOMATIC CONTROLLER TO BE CLLSENSE.MODEL_ET-1-8112-DR_ANT-1. TP=11TP-110 __WITH A STRONGBOX AREAS .FT. �.5z 29V CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT (EPDXY-FILLED ON TOP OF APPROX. LATERAL PIPE SIZING CHART FLOW HE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO A OX. FLOW LM PPR SIZE / SYMBOL METRIC STANDARD L Min. GPM THE CITY'S ACCEPTANCE. ACTUAL LOCATION TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. o m } Uj m 20mm 3/4" 0-38 0-10 THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR ~ 0 25mm 1 " 38-64 10-17 THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED W W BY SCE, COORDINATED AND PAID FOR BY THE CONTRACTOR. Z Y `tt 32mm 1 -1/4" 64-106 17-28 NOTE TO CONTRACTOR: c� c� " ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS HARDSCAPE (PAVERS) CONSTRUCTION AND LAYOUT W *� 40mm 1 -1/2 106-144 28-38 OTHERWISE DESIGNATED ON THE PLANS. IS ON LANDSCAPE PLAN SHEETS. FOR LAYOUT DETAIL SEE SHEET HP-7. v o v 50mm 2" 144-189 38-50 SEE ALSO STREET IMPROVEMENT PLANS BY CIVIL. (TYPICAL) ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER T -- 64mm 2 1/2" 189-283 50-75 HEAD IS 1/4" ABOVE FINISH GRADE, NOT TOP OF MULCH. ALL ELECTRICAL SLEEVING SHOWN PARALLEL TO FOOTHILL IS DIAGRAMMATIC. PARALLEL ELECTRICAL SLEEVING IS TO BE PLACED IN THE PARKWAYS. x W 1 IE i 0 0 , " CL W F-•- WATER METER-1: CONNECT TO 8 WATER LINE _�� t- r' V) NORTH SIDE OF FOOTHILL BLVD. ELECTRICAL CONTROL � I 2 U WIRES ROUTED FROM CONTROLLER "F", (SHEET HP-3) O I o — z z = F-5 174 I F-6 2131 .Ft. I I/ g ~ w _ " 40 176 (202 SQ.M.) Q 1 I i' 150mm (6'� - 40 114 (191, SQ.M.) LW 0 = FOOTH I LL BLVD - - Cn - W ~ (n w _ _ -.. __ _."_. - - - - O w - - - O ----- - ---- O - -- - M - O > -- -- - _ - - ---- — j - - - Q N O LLJ O � w IL 0:� Er (V x Z W Q O V) U z H-- W 2 F- F--- LL_ 00 _ - - - _: — (� O - w Q W ~ L R�W ! I i J,,,� 1 f ,. J Q { ;R�W ' SEE SHEET HP-6 FOR _ - _ (Ql CORRESPONDING LANDSCAPE PLAN. ' Q U W Q W = W z ,w z NOTE: I z m a W > > Q > REFER TO 0 o m > ,,, 4C Q �; HP-11 12 FOR IRRIGATION DETAILS. Q Cr v a i z o w c� > J a a z W Z Z o Z = o W W �� foRE Under > o J W < ° a y ground O = a Service Alert LA_ J of Southern Caltfornfa Y Q Call: TOLL FREE 0 x U W Q� 1 -800 y. LA_ 'T I.- UJI 422-4133 £__ IRRIGATION PLAN 0 V)w 3 PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG 5 20 SCALE: 1 :250 W Q Q KEY MAP NO SCALE ALL DIMENSIONS ARE IN H P - 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 i IRRIGATION LEGEND (PHASE TWO) DESCRIPTION of REVISION DATE CITY APPROVED: SYMBOL METRIC FLOW L Min. RADIUS IRRIGATION PRESSURE CALCULATION TABLE VAN FULL HALF QTR. MFG. MODEL # DESCRIPTION VAN FULL HALF TR. M FT. KP° P.O.C. "1 " POINT OF CONNECTION #1 CITY OF RANCHO CUCAMONGA hL RAINBIRD 1812 SAM-PRS-PCS-030-5 30 cm POP-UP SPRAY - - .76 .38 1 ,5 5' 207K WATER METER No. 1 MAINTAINED BY CITY OF RANCHO W V V RAINBIRD 1812 SAM-PRS-8 30 cm POP-UP SPRAY 5.87 3.97 1 .97 .98 2,4 8' 207K SIZE 2" CUCAMONGA APPROVED BY: DATE: ELEVATION OF METER 368m CITY ENGINEER RCE: 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 STATIC PRESSURE (614 Kpa) 89 PSI INSTALL A 2" WATER METER WHERE SHOWN ON PLAN. x o RAINBIRD 1812 SAM-PRS-12 30 cm POP-UP SPRAY 7.38 9.60 4.92 2.46 3,7 12' 207K TYPE: POTABLE CONTRACTOR TO TIE INTO WATER METER AND VERIFY PLAN PREPARED BY: RECOMMENDED `Y 1 V RAINBIRD 1812 SAM-PRS-15 30 cm POP-UP SPRAY 10.5 - 7.00 3.48 4,6 15' 207K SOURCE OF INFORMATION . CARLOS FIMBRES FROM RANCHO. THAT STATIC PRESSURE IS (614Kpa), 89 PSI PRIOR TO �,N%DSCApf CUCAMUNGA CO. WATER DISTRICT CONSTRUCTION. RUN MAINLINE TO 2"(500'hm) FEBCO 825-YA-BV i°�. po 9�s LYNN CAPOUYA, INC PHONE NUMBER 909 987-2591 RP BACKFLOW PER LEGEND. 3822 CAMPUS DRIVE, SUITE 120 SHEET O RAINBIRD 33 DNP BRASS QUICK COUPLING VALVE, W/LOCKING VINYL COVER-25mm SIZE, ( ) INSTALL IN A STRONGBOX #SSBC-30-AL BACKFLOW NEWPORT BEACH, CA. 92660 WITH 4 KEYS TOTAL PROVIDED ErATE OF INFORMATION 7-30-99 ENCLOSURE. INSTALL A CALSENCE FM-1.25B, 12 91 2oW 1 OF BRASS FLOW SENSOR TEE PER CALSENSE'S n`.n ❑ RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE W/CARSON-VALVE BOX SIZE INDICATED ON PLAN REMOTE CONTROL VALVE F-5 R.C.E. NO 2314 DRAWING NO, ' MANUFACTURER'S RECOMMENDATION AND CONNECT TO 17� 9 CALSENSE ET-1 -8-DR-F AUXILARY CONTROLLER, W/ STRONGBOX SB-22SS ENCLOSURE SIZE (40/49) 1 1/2" CONTROLLER "F". DATE FILE NO W/ ANT-1 , TP-1, TP-1 10 COORDINATE ELECTRICAL CONNECTION TO CONTROLLER "G", AND WITH SCE. DEMAND (176 L/M) 47 GPM CONTRACTOR TO LOCATE R.P. BACKFLOW WHERE SHOWN ELEVATION OF HIGHEST HEAD 367.9m ON THE PLANS AND SHALL SLEEVE ALL PIPES UNDER CALSENSE ET-1 -12-DR WITH MASTER CONTROLLER, W/ STRONGBOX SB-24SS/120V ENCLOSURE PRESSURE AT R.C.V. ( 448Kpa) 65PSI VEHICULAR PAVING WITH CORRUGATED STEEL SLEEVES. ANT-1 , TP-1 , TP-1 10 COORDINATE ELECTRICAL CONNECTION WITH SCE 0 (800)990-7788 ALL WIRES FROM FLOW SENSOR TO THE CONTROLLER TO MFEBCO 825-Y-A-BV REDUCED PRESSURE BACKFLOW PREVENTER, 50mm SIZE. W/WILKINS-500 PRESSURE REGULATOR, ENCLOSED IN STRONGBOX SBBC-30-AL OTY. SIZE ITEM PRESURE LOSS BE AND SHALL BE SLEEVED IN A 2"(SOmm)DIA. PVC CONDUIT. (metric) STAND. Kpa PSI NIBCO T-585-70-66, BRASS GATE VALVE FOR LINE SIZE 50mm AND LARGER USE 1 -- 2" WATER METER 13.1 1.9 WATER METER STATISTICS WATT 403-RT-RW WATT 403-RT-RW, LINE SIZE 40mm AND SMALLER USE NIBCO T-585-70-66 1 (50mm) 2" BACKFLOW PREVENTER 82.7 12 ® CALSENSE FM- 1 .25 B FLOW SENSOR MANUFACTURED BY CALSENSE 3 (50mm) 2" GATE VALVES 0.69 0.1 SERVICE LINE/METER SIZE (50mm) 2"/2" NOTE TO CONTRACTOR: } 1 (50mm) 2" MASTER VALVE 24.2 3.5 MAINLINE (METERS) FT. (67.1 M) 220FT ELECTRICAL P.O.C. "G" PROVIDES SERVICE TO CONTROLLERS "F" do 0° W ® SUPERIOR 3100 MASTER VALVE-NORMALLY CLOSED, ELECTRIC DIAPHRAGM GLOBE VALVE 1 (32mm) 1 1/4" FLOW SENSOR 5.5 0.8 STATIC WATER PRESSURE "G". ALL ELECTRICAL SLEEVES THAT RUN PARALLEL ALONG p N 67.1 m SOmm 2" MAINLINE 38.9 5.7 (614Kpa) 89 PSI FOOTHILL TO BE PLACED IN PARKWAY AREAS. PARALLEL SLEEVING W > PROPOSED METER TO BE COORDINATED WITH CUCAMONGA CO. WATER DISTRICT 909 987-2591 ( ) " MAXIMUM FLOW-VALVE F-s (176L/M) 47 GPM SHOWN IN STREET ARE DIAGRAMMATIC ONLY. x ® ( ) 1 (40/49) 1 1/2 REMOTE CONTROL VALVE 28.9 4.2 (495Kpa) 71.9 PSI MINIMUM PRESSURE REQUIREMENT w W MAINLINE PIPING-50mm OR LARGER-CLASS 315 PVC; UNDER 50mm - SCHEDULE 40 PVC. (20mm) 3/4" LATERAL LINE LOSS 55.8 8.1 RESIDUAL PRESSURE (5OKpa) 7.1PSI Q LATERAL PIPING- SCHEDULE 40 P.V.C. (25mm) 1" LATERAL LINE LOSS 12.4 1.8 p (32mm) 1 1/4" LATERAL LINE LOSS 00 00 _ CORRUGATED STEEL SLEEVING FOR MAINLINE PIPING- (SIZE AS NOTED) (40mm) 11/2" LATERAL LINE LOSS 00 00 W UNDER ALL VEHICULAR PAVING AREAS FITTINGS LOSS (10%) 25.6 3.7 a - - - UNDER NON-VEHICULAR HARDSCAPE SCH. 40 PVC SLEEVING FOR MAINLINE PIPING- (2X MAIN SIZE) ELEVATION CHANGE 1.0 .14 SLEEVING FOR VALVE WIRES-SCHEDULE 40 P.V.C. MIN. 100mm (4") SIZE. VALVE SEQUENCE TOTAL SYSTEM LOSSES 288.9 41.9 METRIC CONVERSION CHART PRESSURE REQUIRED TO OPERATE HEAD 206.8 30 LANDSCAPE CHECKLIST NOTE G-1 a AREA S .FT. APPROX. FLOW L M LATERAL PIPE SIZING CHART FLOW TOTAL PRESSURE REQUIRED 495 71.9 THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM / SYMBOL METRIC STANDARD L Min. GPM LOWEST STATIC PRESSURE AVAILABLE 614 89 TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS VALVE SIZE >- PRE-SET REGULATED PRESSURE 545 79 STANDARD SPECIFICATIONS. W m m 20mm 3/4 0-38 0-10 RESIDUAL PRESSURE AT PRESET PRESSURE 50 7.1 IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE WITH THE o 0 25mm 1 to RESIDUAL 10-17 PROVISIONS IN SECTION 20-5"IRRIGATION SYSTEMS" OF THE CURRENT CALTRANS SPECIFICATIONS. 32mm 1-1/4" 64-106 17-28 v W "` 40mm 1-1/2" 106-144 28'-38 v o 50mm 2" 144-189 38-50 64mm 2 1/2" 189-283 50-75 y il x W , R/WCL \ - _ i . . i 0 LLJ � -4 4 Q LLJ 40 107 i Sc?.M.) _ _ _ _ _ - - - - - - - - - - - - - - - - F_ -- - - - - - - - - - - - - - - _- - - - - - - - - - - _ - - - _ w 0 100mm (4"� - -' - - - - - -- - - - - Z to 100mm (4") - ____ ` Li! II FOOTHILL BLVD . V) 00 CL - _ - - �� -- - --- --- - -- V) o z Ld NOTE: - _ 4" (100mm) ELECTRICAL Li) _ - - - - -- __ SLEEVING TO CONTROLLER �. U _ _ „F" (SHEET HP-3) 2 a x _ - �Q/ .-- _ .. - i LL - O = / '"W - - W Q cy- LLJ Q a- SEE SHEET HP-7 FOR 0- Q CORRESPONDING LANDSCAPE PLAN. LLJ C:) U W I Z z >a a W LLI NOTE:m L >Z W < Q a REFER UJI TO Q a a I- Z F o Z V) W v� > SHEET HP-1 1 -12 FOR. Q Z U z CID CC W 4,� W FORE Under IRRIGATION DETAILS. > o W _ a� > �y� °� ground p = V) a Service Alert LL_ _j of Southem CalHomfo ]C IT F1 Q _ Call: TOLL FREE 0 10 x U W I- -- ----- - - - - - 1 -800 0 0 w 422-4133 IRRIGATION PLAN W PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG J 20 SCALE: 1 :250 KEY MAP Q g a NO SCALE ALL DIMENSIONS ARE IN HP - 2 V) METERS UNLESS OTHERWISE SHOWN. ND FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 ICU EA SCALE IS IN MILLIMETERS ( I I I I I I I IRRIGATION LEGEND (PHASE TWO) DESCRIPTION OF REVISION DATE CITY APPROVED: SYMBOL MFG. MODEL DESCRIPTION METRIC FLOW L Min. RADIUS K a VAN FULL HALF QTR. # VAN L HALF TR. M FT. P CITY OF RANCHO CUCAMONGA i h RAINBIRD 1812 SAM-PRS-PCS-030-5 30 cm POP-UP SPRAY - - .76 .38 1 ,5 5' 207K W V I V RAINBIRD 1812 SAM-PRS-8 30 cm POP-UP SPRAY 5.87 3.97 1 .97 .98 2,4 8' 207K APPROVED BY: DATE: 1r� O m 0 RAINBIRD 1812 SAM-PRS-10 30 cm POP-UP SPRAY 7.95 5.98 2.99 1 .48 3,1 10' 207K CITY ENGINEER RCE:R X RAINBIRD 1812 SAM-PRS-12 30 cm POP-UP SPRAY 7.38 9.60 4.92 2.46 3,7 12' 207K CONTROLLER "F" � CITY OF RANCHO CUCAMONGA MAINTAINED `04DSCAPf PUN PREPARED BY RECOMM DED 1 Y RAINBIRD 1812 SAM-PRS-15 30 cm POP-UP SPRAY 10.5 - 7.00 3.48 4,6 15 207K LYNN CAPOUYA, INC O RAINBIRD 33 DNP BRASS QUICK COUPLING VALVE, W LOCKING VINYL COVER-25mm SIZE, CONTROLLER TO BE A CALSENSE ET-1-8—DR—F, ENCLOSED IN A v lg �, 3822 CAMPUS DRIVE, SUITE 120 SHEET / STRONGBOX SB-22-SS STAINLESS STEEL UNMETERED ENCLOSURE NEWPORT BEACH, CA. 92660 WITH 4 KEYS TOTAL PROVIDED CABINET. CONTROLLER SHALL BE CAPABLE OF DUAL FLOW SENSING AND Cr e r 1z s1 z of, CENTRAL COMMUNICATION. n� ❑ RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE W/CARSON-VALVE BOX, SIZE INDICATED ON PLAN R.C.E. No 2314 DRAWING NO. m CALSENSE ET-1 -8-DR-F AUXILARY CONTROLLER, W/ STRONGBOX SB-22SS ENCLOSURE MODEL NO : ET-1-8—DR—F—ANT—I.7-1. TP-110 f OF CON DATE FILE No W/ ANT-1 , TP-1 , TP-1 10 COORDINATE ELECTRICAL CONNECTION TO CONTROLLER "G", AND WITH SCE. CALSENSE ET-1 -12-DR WITH MASTER CONTROLLER, W STRONGBOX SB-24SS 120V ENCLOSURE SEE POINT OF CONNECTION NOTE FOR ADDITIONAL EQUIPMENT TO BE / / UTILIZED BY CONTROLLER. ANT-1 , TP-1 , TP-110 COORDINATE ELECTRICAL CONNECTION WITH SCE ® (800)990-7788 POWER TO BE CONNECTED BY THE CONTRACTOR FROM METERED m FEBCO 825-Y-A-BV REDUCED PRESSURE BACKFLOW PREVENTER, 50mm SIZE. CONTROLLER "G". LOCATION OF CONTROLLER TO BE LOCATED AS SHOWN LANDSCAPE CHECKLIST NOTE G-la W/WILKINS-500 PRESSURE REGULATOR, ENCLOSED IN STRONGBOX SBBC-30-AL ON PUNS AND APPROVED BY AN AUTHORIZED REPRESENTATIVE OF THE CITY. THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS NIBCO T-585-70-66, BRASS GATE VALVE FOR LINE SIZE 50mm AND LARGER USE CONTRACTOR TO COORDINATE TRENCHES BETWEEN STANDARD SPECIFICATIONS. WATT 403-RT-RW WATT 403-RT-RW, LINE SIZE 40mm AND SMALLER USE NIBCO T-585-70-66 ELECTRICAL AND LANDSCAPE INSTALLATION. © CALSENSE FM- 1 .25 B FLOW SENSOR MANUFACTURED BY CALSENSE (ALSO SEE DETAIL A do C SHEET HP-12) IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE WITH THE } p NOTE TO CONTRACTOR: PROVISIONS IN SECTION 20-5"IRRIGATION SYSTEMS" OF THE CURRENT CALTRANS SPECIFICATIONS. m Uj ® SUPERIOR 3100 MASTER VALVE-NORMALLY CLOSED, ELECTRIC DIAPHRAGM GLOBE VALVE CONTROLLER "F" PROVIDES SERVICE TO WATER METERS 1 do 2 p N AND SURROUNDING VALVES. ALL ELECTRICAL SLEEVES THAT RUN W W ® PROPOSED METER TO BE COORDINATED WITH CUCAMONGA CO. WATER DISTRICT (909)987-2591 PARALLEL ALONG FOOTHILL TO BE PLACED IN PARKWAY AREAS. x V) tY PARALLEL SLEEVING SHOWN IN STREET ARE DIAGRAMMATIC ONLY. LAj W MAINLINE PIPING-50mm OR LARGER-CLASS 315 PVC; UNDER 50mm - SCHEDULE 40 PVC. cy- a LATERAL PIPING- SCHEDULE 40 P.V.C. INSTALL CORRUGATED STEEL PIPE SLEEVES FOR PRESSURE MAINLINE PIPING AND LATERAL 0 CORRUGATED STEEL SLEEVING FOR MAINLINE PIPING- (SIZE AS NOTED) LINE PIPING LOCATED UNDER HARDSCAPE WITHIN STATE RIGHT OF WAY. W UNDER ALL VEHICULAR PAVING AREAS a - - - UNDER NON-VEHICULAR HARDSCAPE SCH. 40 PVC SLEEVING FOR MAINLINE PIPING- (2X MAIN SIZE) ALL ELECTRONIC CONTROL VALVES, AUTOMATIC SPRINKLER CONTROLLER, PRESSURE MAINLINE PIPING AND BACKFLOW PREVENTER SHALL BE INSTALLED OUTSIDE THE STATE p SLEEVING FOR VALVE WIRES-SCHEDULE 40 P.V.C. MIN. 100mm (4") SIZE. RIGHT OF WAY, TYPICAL. VALVE SEQUENCE METRIC CONVERSION CHART AREA S .FT. APPROX. FLOW L/M LATERAL PIPE SIZING CHART FLOW } VALVE SIZE SYMBOL METRIC STANDARD L Min. GPM AUXILARY CONTROLLER "F" (MODEL ET-1-8—DR—F) IN UNMETERED CABINET, w M °° 20mm 3/4" 0-38 0-10 CONTROLLER PROVIDES SERVICE TO EQUIPEMENT LOCATED AT WATER METERS 1 (SHEET HP-1), do 2 (SHEET HP-4). g o UJ 25mm 1 " 38-64 10-17 "F" ELECTRICAL PROVIDED BY METERED CONTROLLER "G". 32mm 1 -1/4" 64-106 17-28 Q W = 40mm 1-1/2" 106-144 28-38 U p v 50mm 2" 144-189 38-50 NOTE TO CONTRACTOR: 64mm 2 1/2" 189-283 50-75 SEE SHEET HP-3a FOR DEER CREEK IRRIGATION (BOXED AREA SHOWN BELOW) E EC R(LOCATED P.O.C. "G TO EED VERIFIED DN THE CREEK) CONTACT S.C.E. FOR SPECIFICATIONS AND REQUIREMENTS. (800)990-7788 (ELECTRICAL P.O.C. "G" TO PROVIDE ELECTRICAL SERVICE TO IRRIGATION CONTROLLERS "F" & "G".) LLJ = N _ - ......_ _ �► — — _ cy- 100 mm ELECTRICAL SLEEVE CONNECT — Q _ TO IRRIGATION EQUIPEMENT AND VALVES v w = TO CONTROLLER "F"•CL 0 — _ _— --- — -- - Q U Z — t00mrn (4")�- - - - — - -- _ _ - - - — - - _ _ —_ - - - — - - - - — - - -- — mac/ I 1QOm (4") \ z /'T W z � ` -T _ V g W MASTER CONTROLLER "G"- (METERED) I IF FOR IRRIGATION AT DEER CREEK •FT• REFER TO SHEET HP-3a. 40 122 (ISS SQ.AI) Li FOOTHILL _ BLV w ------- O + Q - 00 M _ - - m- O � - - F--- - - W - - - O ---------- --- -- - W ZD Q U -1— _ - _ -. , LL_ - --- 0 U R/W - I � Q ~ W J Q IL SEE SHEET HP-8 FOR Q CORRESPONDING LANDSCAPE PLAN. L,J � W V !^ Q W M W Q N z NOTE: z m 0- w E,i > > Q > REFER TO Q C a W a a N a �� SHEET HP-11 -13 FOR J a a 1n z o z 0 W a IRRIGATION DETAILS. Q r z a v' m x � z z z z w 0 J z = 0 W W W �r,FORE r Under > 0 J W a 0 _ a > y °� ground 4 = � a Service Alert -� of Soufhorn Calffomfo J x Q Call: TOLL FREE X 0 10 - 1 -800 W Qr o N 422-4133 IRRIGATION PLAN V) W J a PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG 5 J20 SCALE- 1 .250 KEY MAP Q NO SCALE ALL DIMENSIONS ARE IN HP - 3 METERS UNLESS OTHERWISE SHOWN. FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 ICU EA SCALE IS IN MILLIMETERS I I I i I I I I I I LANDSCAPE CHECKLIST NOTE G-1a CITY Q THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM DESCRIPTION OF REVISION DATE APPROVED: F TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS IRRIGATION PRESSURE CALCULATION TABLE G-4 STANDARD SPECIFICATIONS. P.O.C. "G" 2056 SQ.FT. • o Rk CITY OF RANCHO CUCAMONGA WATER METER N0. G 40 13 (191 So. M) �OQ S T�• 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. APPROVED BY: DATE:110 SIZE 2" O J/> CITY ENGINEER RCE: ELEVATION OF METER 368m x STATIC PRESSURE (614 Kpa) 89 PSI / �v/ �O� / NOSC1p PUN PREPARED BY: RE 0 ENDED pp TYPE: POTABLE0.2 �'fir' �y LYNN CAPOUYA, INC SOURCE OF INFORMATION CARLOS FIMBRES FROM RANCHO Q C7 INSTALL CORRUGATED STEEL PIPE SLEEVES FOR PRESSURE MAINLINE PIPING AND LATERAL V v > 3822 CAMPUS DRIVE, SUITE 120 HEET LINE PIPING LOCATED UNDER HARDSCAPE WITHIN STATE RIGHT OF WAY. CUCAMUNGA CO. WATER DISTRICT �� � 1e a NEWPORT BEACH, CA. 92660 PHONE NUMBER (909)987-2591 �, ,z s, z000 A OF,14 to ALL ELECTRONIC CONTROL VALVES, AUTOMATIC SPRINKLER CONTROLLER, PRESSURE MAINLINE DATE OF INFORMATION 7-30-99 • / PIPING AND BACKFLOW PREVENTER SHALL BE INSTALLED OUTSIDE THE STATE �� R.C.E. NO DRAWING NO. REMOTE CONTROL VALVE G-5 RIGHT OF WAY, TYPICAL. 'TF OF CA�� DATE FILE NO O _ SIZE (40/49) 1 1/2- DEMAND (160 L/M) 42 GPM G-5 / 6 ELEVATION OF HIGHEST HEAD 366.9m 16 (244SO. M / V PRESSURE AT R.C.V. (484Kpa) 70.2PSI 40 / IRRIGATION LEGEND (PHASE TWO- DEER CREEK ONLY) G-1 1238 SQ.FT. SYMBOL . METRIC FLOW L Min. RADIUS (115 SO. M) MFG FMODELT_ K a QTY. SIZE ITEM PRESURE LOSS / 40 94 VAN FULL HALF QTR. # DESCRIPTION VAN I FULL HALF I QTR. I M I FT. P K o PSI / G-3 484 sQ.FT. _ hL RAINBIRD 1812 SAM-PRS-PCS-030-5 30 cm POP-UP SPRAY - - .76 .38 1 ,5 5' 207K (metric) STAND. P 1 -- 2" WATER METER 13.1 1.9 I / 40 32 (45 SO. M) 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 m / �/ / 1>'r 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 r o 1 (50mm) 2" BACKFLOW PREVENTER 82.7 12 w 1 (50mm) 2" GATE VALVES 0.69 0.1 / RAINBIRD 1812 SAM-PRS-12 30 cm POP-UP SPRAY 7,38 9.60 4.92 2.46 3,7 12' 207K w j 1 (50mm) 2" MASTER VALVE 24.2 3.5 I / `Y • 1 Y RAINBIRD 1812 SAM-PRS-15 30 cm POP-UP SPRAY 10.5 13.8 7.00 3.48 4,6 15, 207K x N Li 1 (32mm) 1 1/4" FLOW SENSOR 5.5 0.8 V RAINBIRD 1812 SAM-22-SS 30 cm POP-UP STREAM - 12.0 6.0 3.0 6.1 20' 207K Uj w 6.3m (50mm) 2" MAINLINE 3.5 0.5 V 8 RAINBIRD 1812 SAM-EST 30 cm POP-UP SPRAY - 2.4 - 1 .2X4.6 4'x15' 207K cc Q 1 (40/49) 11/2" REMOTE CONTROL VALVE 22.1 3.2 / G-2 \SST 4.8 1 .2X9.2 4'x3O' 710 SO.FT. (20mm) 3/4" LATERAL LINE LOSS 8.3 1.2 �/ 44.; ( 66 so. M) 0 RAINBIRD 33 DNP BRASS QUICK COUPLING VALVE, W/LOCKING VINYL COVER-25mm SIZE. 25mm 1" LATERAL LINE LOSS 6.9 1.0 - �. ._. RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE W CARSON-VALVE BOX, SIZE INDICATED ON PLAN w (32mm) 11 4" LATERAL LINE LOSS 1.4 0.2 I Q / A - VALVE X ARSON-VALVE BOX WITH WATER N - � ( ) / � C RSON ALE BOX C E B E AND ELECTRICAL (ORANGE WIRE} STUBBED OUT o (40mm) 11/2" LATERAL LINE LOSS 00 00 FS CALSENSE ET-1-8-DR-F W/FITTINGS LOSS (10%) 16.5 2.4 CONTROLLER "F", W/ STRONGBOX SIB-22SS/120V ENCLOSURE I --- R/W ANT-1, TP-1, TP-110 COORDINATE ELECTRICAL CONNECTION TO CONTROLLER "G" WITH S.C.E. ELEVATION PRESSURE LOSS 00 00 CALSENSE ET-1-12-DR WITH CONTROLLER"G", W/ STRONGBOX SB-24SS/120V ENCLOSURE & S.C.E. ELECTRIC METER ANT-1, TP-1, TP-110 COORDINATE ELECTRICAL CONNECTION WITH SCE ® (800)990-7788 EXISTING IRRIGATION BOX TO TIE FEBCO 825-YA-BV REDUCED PRESSURE BACKFLOW PREVENTER 50mm SIZE. TOTAL SYSTEM LOSSES 184.8 26.8 WATER METER "G": INTO ELECTRICAL POC FOR CONTROLLER "G". m W/WILKINS-500 PRESSURE REGULATOR, ENCLOSED IN STRONGBOX SBBC-30-AL PRESSURE REQUIRED TO OPERATE HEAD 206.8 30 CONNECT TO EXISTING / LOCATED EAST FROM EDGE OF DEER CREEK. r 8" WATER LINE (89 PSI) CONTACT S.C.E. EDISON TO COORDINATE AND NIBCO T-585-70-66 BRASS GATE VALVE FOR LINE SIZE 50mm AND LARGER, o m Co TOTAL PRESSURE REQUIRED 391.6 56.8 FOR REQUIREMENTS AT(800)990-7788. FOR LINE SIZE 40mm AND SMALLER, USE WATT 403-RT-RW g LJ Lj LOWEST STATIC PRESSURE AVAILABLE 614 89 / CALSENSE FM-1 .25 FLOW SENSOR MANUFACTURED BY CALSENSE Z v PRE-SET REGULATED PRESSURE 4" (100 m) ELECTRICAL PULLBOX LOCATION TO BE VERIFIED IN-FIELD w RESIDUAL PRESSURE AT PRESET PRESSURE 222.4 32.2 " �' „ ® SUPERIOR 3100 MASTER VALVE-NORMALLY CLOSED, ELECTRIC DIAPHRAGM GLOBE VALVE a W = 6 (1 50mm) / CONTROLLER "G": METERED CONTROLLER LOCATION. CONTROLLER "G" TO PROVIDE ® PROPOSED METER TO BE COORDINATED WITH CUCAMONGA CO. WATER DISTRICT (909) 987-2591 ,�. POWER TO AUXILIARY CONTROLLER "F" 12 STA. CONTROLLER, 11 STA. USED. _ _ MAINLINE PIPING-50mm OR LARGER-CLASS 315 PVC; UNDER 50mm - SCHEDULE 40 PVC. ACROSS FOOTHILL BLVD.- CONTROLLER "F" FOR MEDIAN IRRIGATION, _ - _ _ _ _ _ _ LATERAL PIPING- SCHEDULE 40 P.V.C. IRRIGATION MAIN AND CONTROL (SEE SHEET BHP-3). LOCATE CONTROLLER - -- - - -- - - - SLEEVING FOR MAINLINE PIPING-SCHEDULE 40 P.V.C. (2x MAIN SIZE), NOTE: WIRE CROSSOVER TO BE CABINETS G ANDD F SIDE-BY-SIDE ALL SLEEVING UNDER VEHICULAR TRAFIC TO BE STEEL PIPE x V REFER TO PLACED IN DIRT BASE LOCATED SLEEVING FOR MAINLINE PIPING IN BRIDGE DECK TO BE COR. STEEL PIPE Uj UNDER BRIDGE PARALLEL FOOTHILL BLVD , SLEEVING FOR VALVE WIRES-SCHEDULE 40 P.V.C. MIN. 50mm SIZE. SHEET HP-11 -13 FOR WITH DEER CRLEK CHANNEL. "IRRIGATION DETAILS. (SEE DETAIL 'E', SHEET HP13) ELECTRICAL SLEEVING IN BRIDGE DECK TO BE IN APPROVED CONDUIT Q i. VALVE SEQUENCE METRIC CONVERSION CHART AREA SQ.FT. LATERAL PIPE SIZING CHART FLOW SYMBOL METRIC STANDARD L Min. GPM < �. APPROX. FLOW L/M ALVE SIZE 20mm 3/491 0-38 0-10 Q - -- - R/W 25mm 1 " 38-64 10-17 CONTROLLER "G" 32mm 1 -1/4" 64-106 17-28�N 40mm 1 -1/2" 106-144 28-38 CITY OF RANCHO CUCAMONGA MAINTAINED U W r �- _ _ _ _ _ _ _ __ _ CONTROLLER TO BE A CALSENSE ET-1-12-DR, ENCLOSED IN A -' - - -- -- STRONGBOX SB-24-SS/120V STAINLESS STEEL METERED ENCLOSURE O _ w CABINET. CONTROLLER- - �a, �- ALL BE CAPABLE OF FLOW SENSING AND CL CENTRAL COMMUNICATION. FARE -- / �, y Under / MODEL NO : ET-1-12-DR-ANT-I,TP-1, TP-11 ground PROVIDE ONE EXTRA VALVE BOX WITH Service Alert 0 WATER AND ELECTRICAL (ORANGE WIRE) d / _ _� SEE POINT OF CONNECTION NOTE FOR ADDITIONAL EQUIPMENT TO BE of Soutihem Calffomfo 1= STUBBED-OUT FOR FUTURE USE. TYPICAL �1 �/ / UTILIZED BY CONTROLLER. Q IN EACH OF THE FOUR QUADRANT AREAS. --{ / �/ oo? Call: TOLL FREE 1 ( 117 VAC POWER TO BE CONNECTED BY THE CONTRACTOR. LOCATION wOF 0 \ � � G-11 CONTROLLER REPRE OF THE LOCATED O O PLANS AND APPROVED 1 -800 Of , 4068 SO.FT. BY AN AUTHORIZED 4 2 2-413 3 v) _ 40 14 (378 SO. M) CONTRACTOR TO COORDINATE TRENCHES BETWEEN TWO WORKING DAYS BEFORE YOU DIG ELECTRICAL AND LANDSCAPE INSTALLATION. x Q ~ G-6 / Q // (ALSO SEE DETAIL A do C SHEET HP-12) U 2702 SQ.FT. / / / F- (z5t so. M) � � G-10 44t SOFT. NOTE TO CONTRACTOR: W 40 15 G-8- / ALL ELECTRICAL SLEEVES THAT RUN PARALLEL ALONG Li 4 I- FT / (41 SO. M) POINT OF CONNECTION FOOTHILL TO BE PLACED IN PARKWAY AREAS. PARALLEL SLEEVING / 797 SO. / 0 54 tG0 = 40 46 (74 SO. MAINTAINED BY CITY F RANCHO SHOWN IN STREET ARE DIAGRAMMATIC ONLY. F_ U G-7 CUCAMONGA 253tso.FT. / Z Q 40 121 (328 SO. M) / INSTALL A 2" WATER METER WHERE SHOWN ON PLAN. L�J CONTRACTOR TO TIE INTO WATER METER AND VERIFY Q THAT STATIC PRESSURE IS (614Kpa), 89 PSI PRIOR TO Q L,J / CONSTRUCTION. RUN MAINLINE TO 2-(50mm) FEBCO 825-YA-BV a Q Q ( / RP BACKFLOW PER LEGEND. Q INSTALL IN A STRONGBOX #SBBC-30-AL BACKFLOW a W 1 ENCLOSURE. INSTALL A CALSENSE FM-1.25B, p U / BRASS FLOW SENSOR TEE PER CALSENSE'S 5 V) / MANUFACTURER'S RECOMMENDATION AND CONNECT TO Q ' / CONTROLLER "G". I Z CONTRACTOR TO LOCATE R.P. BACKFLOW WHERE SHOWN TM I E1 ON THE PLANS AND SHALL SLEEVE ALL PIPES UNDER - Q VEHICULAR PAVING WITH CORRUGATED STEEL SLEEVES. r ZI ALL WIRES FROM FLOW SENSOR TO THE CONTROLLER TO a 0 G-9 2573 SQ.FT. BE #14 AND SHALL BE SLEEVED IN A 2"(50mm)DIA. PVC CONDUIT. KEY MAP 0 ( Q (239 SO. M) SEE SHEET HP-8a FOR O _ 40 15 WATER METER STATISTICS NO SCALE COORESPONDING PLANTING PLAN. J Q REFERENCE SHEET HP-3 FOR Q 0 p EXACT PROJECT LOCATION x U _ SERVICE LINE/METER SIZE (50mm) 2"/2"LAJ 0 V MAINLINE (METERS) FT. (6.3M) 21FT 10 (D STATIC WATER PRESSURE (614Kpa) 89 PSI � 0 � _ � MAXIMUM FLOW (G-5) (160 L/M) 42 PSI IRRIGATION PLAN Z W WO V MINIMUM PRESSURE REQUIREMENT (391.6Kpa) 56.8 PSI O a RK Q RESIDUAL PRESSURE (222.4Kpa) 32.2PSI 5 20 SCALE: 1 :250 '4. 1 6+ ALL DIMENSIONS ARE IN HP - 3A 24 METERS UNLESS OTHERWISE SHOWN. g FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 C U EA SCALE IS IN MILLIMETERS I I I I I I I I IRRIGATION LEGEND (PHASE TWO) IRRIGATION PRESSURE CALCULATION TABLE DESCRIPTION OF REVISION DATE clTr APPROVED: P.O.C. 2 SYMBOL METRIC FLOW L Min. RADIUS POINT OF CONNECTION #2 VAN FULL HALF QTR. MFG. MODEL # DESCRIPTION IV AN FULL HALF TR. M FT. Kp° WATER METER No. 2" CUC MAINTAINED BY CITY OF RANCHO CITY OF RANCHO C U C A M 0 N GA hL RAINBIRD 1812 SAM-PRS-PCS-030-5 30 cm POP-UP SPRAY - - .76 .38 1 ,5 5' 207K ELEVATION OF METER 368m 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 STATIC PRESSURE (607 Kpa) 88 PSI INSTALL A 2" WATER METER WHERE SHOWN ON PLAN. APPROVED BY: DATE: Ilr O A- m RAINBIRD 1812 SAM-PRS-10 30 cm POP-UP SPRAY 7.95 5.98 2.99 1 .48 3,1 10 207K TYPE: POTABLE CONTRACTOR TO TIE INTO WATER METER AND VERIFY CITY ENGINEER RCE: 71 X RAINBIRD 1812 SAM-PRS-12 30 cm POP-UP SPRAY 7.38 9.60 4.92 2.46 3,7 12' 207K SOURCE OF INFORMATION CARLOS FIMBRES FROM RANCHO THAT STATIC PRESSURE IS (607Kpa), 88 PSI PRIOR TO PUN PREPARED BY: RECOMM NDEo CUCAMUNGA CO. WATER DISTRICT CONSTRUCTION. RUN MAINLINE TO 2-(50mm) FEBCO 825-YA-BV `00SCAP, -L V RAINBIRD 1812 SAM-PRS-15 30 cm POP-UP SPRAY 10.5 - 7.00 3.48 4,6 15 207K PHONE NUMBER RP BACKFLOW PER LEGEND. po '9 LYNN CAPOUYA, INC 11-1 (909)987-2591 INSTALL IN A STRONGBOX SBBC-30-AL BACKFLOW `�° �g� `y DATE OF INFORMATION 7-30-99 ENCLOSURE. INSTALL A CALSENCE FM-1.25B, 3822 CAMPUS DRIVE, SUITE 120 SHEET O RAINBIRD 33 DNP BRASS QUICK COUPLING VALVE, W/LOCKING VINYL COVER-25mm SIZE, � n � � NEWPORT BEACH, CA. 92660 WITH 4 KEYS TOTAL PROVIDED REMOTE CONTROL VALVE F-2 BRASS FLOW SENSOR TEE PER CALSENSE S iz si z000 ✓ of MANUFACTURERS RECOMMENDATION. n� ❑ RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE W/CARSON-VALVE BOX, SIZE INDICATED ON PLAN SIZE (40/49) 1 1/2" �, ��� R.C.E. NO 2314 DRAWING No. CALSENSE ET-1 -8-DR-F AUXILARY CONTROLLER, W/ STRONGBOX SB-22SS ENCLOSURE DEMAND (171 L/M) 45 GPM CONTRACTOR TO LOCATE R.P. BACKFLOW WHERE SHOWN �F of CAUE�� DATE FILE NO ANT-1 , TP-1, TP-1 10 COORDINATE ELECTRICAL CONNECTION TO CONTROLLER "G", AND WITH SCE. ELEVATION OF HIGHEST HEAD 368m ON THE PLANS AND SHALL SLEEVE ALL PIPES UNDER W / PRESSURE AT R.C.V. (434.4Kpa) 63PSI VEHICULAR PAVING WITH CORRUGATED STEEL SLEEVES. CALSENSE ET-1 -12-DR WITH MASTER CONTROLLER, W/ STRONGBOX SB-24SS/120V ENCLOSURE ANT-1 , TP-1 , TP-110 COORDINATE ELECTRICAL CONNECTION WITH SCE ® (800)990-7788 ALL WIRES FROM FLOW SENSOR TO THE CONTROLLER TO OTY. SIZE ITEM PRESURE LOSS BE #14 AND SHALL BE SLEEVED IN A 2"(50mm)DIA. PVC CONDUIT. M FEBCO 825-Y-A-BV REDUCED PRESSURE BACKFLOW PREVENTER, 50mm SIZE. (metric) STAND. Kpa PSI W/WILKINS-500 PRESSURE REGULATOR, ENCLOSED IN STRONGBOX SBBC-30-AL 1 __ 2" WATER METER 13.1 1.9 WATER METER STATISTICS \ NIBCO T-585-70-66, BRASS GATE VALVE FOR LINE SIZE 50mm AND LARGER USE 1 (50mm) 2" BACKFLOW PREVENTER 82.7 12 WATT 403-RT-RW WATT 403-RT-RW, LINE SIZE 40mm AND SMALLER USE NIBCO T-585-70-66 3 (50mm) 2" GATE VALVES 0.69 0.1 SERVICE LINE/METER SIZE (50mm) 2"/2" ® CALSENSE FM- 1 .25 B FLOW SENSOR MANUFACTURED BY CALSENSE 1 (50mm) 2" MASTER VALVE 24.2 3.5 MAINLINE (METERS) FT. (64.1M) 21OFT } 1 (32mm) 1 1/4" FLOW SENSOR 5.5 0.8 STATIC WATER PRESSURE (607Kpa) 88 PSI m ® SUPERIOR 3100 MASTER VALVE-NORMALLY CLOSED, ELECTRIC DIAPHRAGM GLOBE VALVE 64.1 m(50mm) 2" MAINLINE 37.2 5.4 MAXIMUM FLOW- VALVE F-2 (171 L/M) 45 GPM Q 1 (40/49) 1 1/2" REMOTE CONTROL VALVE 22.1 3.2 MINIMUM PRESSURE REQUIREMENT K 428.1 a)62.1 PSI w > ® PROPOSED METER TO BE COORDINATED WITH CUCAMONGA CO. WATER DISTRICT (909)987-2591 ( p x V) Uj (20mm) 3/4" LATERAL LINE LOSS 4.4 .64 RESIDUAL PRESSURE (40.9Kpa)5.9 PSI w MAINLINE PIPING-50mm OR LARGER-CLASS 315 PVC; UNDER 50mm - SCHEDULE 40 PVC. (25mm) 1" LATERAL LINE LOSS 2.8 .40 (32mm) 11/4" LATERAL LINE LOSS 1.4 .20 o LATERAL PIPING- SCHEDULE 40 P.V.C. (40mm) 11/2" LATERAL LINE LOSS 0.8 .12 CORRUGATED STEEL SLEEVING FOR MAINLINE PIPING- (SIZE AS NOTED) FITTINGS LOSS (10%) 19.3 2.8 I UNDER ALL VEHICULAR PAVING AREAS ELEVATION CHANGE 0.0 0.0 ; Q - _ UNDER NO HARDSCAPE SCH. 40 PVC SLEEVING FOR MAINLINE PIPING- (2X MAIN SIZE) 0 SLEEVING FOR VALVE WIRES-SCHEDULE 40 P.V.C. MIN. 100mm (4") SIZE. TOTAL SYSTEM LOSSES 221.3 32.1 PRESSURE REQUIRED TO OPERATE HEAD 206.8 30 LANDSCAPE CHECKLIST NOTE G-1 a VALVE SEQUENCE METRIC CONVERSION CHART AREAS .FT. TOTAL PRESSURE REQUIRED 428.1 62.1 THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM APPROX. FLOW L/M LATERAL PIPE SIZING CHART FLOW LOWEST STATIC PRESSURE AVAILABLE 607 88 TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS ALVE SIZE SYMBOL METRIC STANDARD L Min. GPM PRE-SET REGULATED PRESSURE 469 68 STANDARD SPECIFICATIONS. \ RESIDUAL PRESSURE AT PRESET PRESSURE 40.9 5.9 w M m 20mm 3/4" 0-38 0-10 IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE WITH THE ~ o 0 25mm 1 " 38-64 10-17 PROVISIONS IN SECTION 20-5"IRRIGATION SYSTEMS" OF THE CURRENT CALTRANS SPECIFICATIONS. LLJ WATER METER-2: SERVICED BY CONTROLLER "F" 32mm 1 -1/4 64-106 17-28 N w (SHEET HP-3). CONNECT TO 8" WATER LINE NORTH 40mm 1 -1/2" 106-1 44 28-38 U o V SIDE OF FOOTHILL BLVD. t� 50mm 2" 144-189 38-50 T 64mm 2 1/2" 189-283 50-75 r- 1 •c _� i t��, i, t 1 3 r � I- �1 l w .� - f I U f 1 R I CL - �- 1 SOmrn (6'� • I I - Q _ _.. - _ _- - - _ U OA(4-,4' F-3 -2 FT40 171 (23e SO.M.) F-22308 .w _ 40 171 233 SQ.M.) FOOTHILL BLVD . w=V) (2 SLEEVE -__0 -- - ---- --- - - -- - 50mm (2")SLEEVE(V _ - - - o0 -� + v-v- -'`- --o o + 0 -p - cV - -- -- AM ---- Z UJ O LLJ Z -- _ --- -- - d. Q' J �- J _.. x Z � _ �_ _ Q - - U Cif t- W - -- -- Z - - w Q Q SEE SHEET HP-9 FOR � Q CORRESPONDING LANDSCAPE PLAN. w U � (n Q = ? W REFER TO SHEETS HP-11-12 LLI FOR IRRIGATION DETAILS O> N Z W z I z m a W > w a a c a e Q LiUJI Q W Q N QW > N z Cr _j Z O W U Q Q z v zo `i' m o W z z FORE �, Under Z > o a _ o`" a y °� ground p = � a °�, Service Alert li J of Southern Caltfornto Y IF - Ir-------1-H Q Call: TOLL FREE 0 Q - - -- -- 1 -800 o �r 422-4, 33 IRRIGATION PLAN W PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG 5 20 SCALE: 1 :250 Q KEY MAPUJI NO SCALE ALL DIMENSIONS ARE IN HP - 4 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 1 IRRIGATION LEGEND (PHASE TWO) DESCRIPTION of REVISION DATE CITY APPROVED: SYMBOL METRIC FLOW L Min. RADIUS VAN FULL HALF QTR. MFG. I MODEL # DESCRIPTION IVANi FULL I HALF QTR. M FT. KP° CITY OF RANCHO CUCAMONGA RAINBIRD 1812 SAM-PRS-PCS-030-5 30 cm POP-UP SPRAY - - .76 .38 1 ,5 5' 207K ; W V V RAINBIRD 1812 SAM-1PRS-8 30 cm POP-UP SPRAY 5.87 3.97 1 .97 .98 2,4 8' 207K APPROVED BY: DATE: dr 0 AL RAINBIRD 1812 SAM-PRS-10 30 cm POP-UP SPRAY 7.95 5.98 2.99 1 .48 3,1 10' 207K CITY ENGINEERAIL RCE: rj x I& db RAINBIRD 1812 SAM-PRS-12 30 cm POP-UP SPRAY 7.38 9.60 4.92 2.46 3,7 12' 207K PUN PREPARED BY: RECOM E ED 1 Y RAINBIRD 1812 SAM-PRS-15 30 cm POP-UP SPRAY 10.5 - 7.00 3.48 4,6 15' 207K ��NDSCIpf � LYNN CAPOUYA, INC 3822 CAMPUS DRIVE, SUITE 120 SHEET 0 RAINBIRD 33 DNP BRASS QUICK COUPLING VALVE, W/LOCKING VINYL COVER-25mm SIZE, r NEWPORT BEACH, CA. 92660 WITH 4 KEYS TOTAL PROVIDED iz si z000 _�V_OF n_ Date ❑ RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE W/CARSON-VALVE BOX SIZE INDICATED ON PLAN `� e ���' R.C.E. NO 2314 DRAWING NO. CALSENSE ET-1 -8-DR-F AUXILARY CONTROLLER, W/ STRONGBOX SB-22SS ENCLOSURE ` c����° DATE FILE NO �7(] W/ ANT-1 , TP-1 , TP-1 10 COORDINATE ELECTRICAL CONNECTION TO CONTROLLER "G", AND WITH SCE. CALSENSE ET-1 -12-DR WITH MASTER CONTROLLER, W/ STRONGBOX SB-24SS/120V ENCLOSURE ANT-1 , TP-1 , TP-1 10 COORDINATE ELECTRICAL CONNECTION WITH SCE ® (800)990-7788 IT FEBCO 825-Y-A-BV 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 NOTE: © CALSENSE FM- 1 .25 B FLOW SENSOR MANUFACTURED BY CALSENSE NO IRRIGATION ON THIS m UI ® SUPERIOR 3100 MASTER VALVE-NORMALLY CLOSED, ELECTRIC DIAPHRAGM GLOBE VALVE SHEET. w W ® PROPOSED METER TO BE COORDINATED WITH CUCAMONGA CO. WATER DISTRICT (909)987-2591 x N � w w MAINLINE PIPING-50mm OR LARGER-CLASS 315 PVC; UNDER 50mm - SCHEDULE 40 PVC. o LATERAL PIPING- SCHEDULE 40 P.V.C. _ CORRUGATED STEEL SLEEVING FOR MAINLINE PIPING- (SIZE AS NOTED) 4J UNDER ALL VEHICULAR PAVING AREAS a — - - UNDER NON-VEHICULAR HARDSCAPE SCH. 40 PVC SLEEVING FOR MAINLINE PIPING- (2X MAIN SIZE) 0 SLEEVING FOR VALVE WIRES-SCHEDULE 40 P.V.C. MIN. 100mm (4") SIZE. VALVE SEQUENCE METRIC CONVERSION CHART AREA S .FT. LOAPPROX. FLOW L/M LATERAL PIPE SIZING CHART FLOW o m rVALVE SIZE SYMBOL METRIC STANDARD L Min. GPM m 20mm 3/4" 0-38 0-10 ~ o 0 25mm lot 38-64 10-17 32mm 1-1/4" 64-106 17-28 V W *�• 40mm 1-1/2" 106-144 28-38 o 50mm 2" 144-189 38-50 64mm 2 1/2" 189-283 50-75 _ R/w W S � V cy- CL W I W _ a z I 1 > Z - -i I Q _ _ V V) z I FOOTHILL ' LVD . - Q O12 w + O WQf I x z H C) Q Ckf U F- w I - L i _ f _ t _ /10 w + ' I cy LLJ rr Q a- SEE SHEET HP-10 FOR Q COORESPONDING LANDSCAPE PLAN. LLJ U W Uj > NQ Z W Z J Z m a W Li �. > > Q > Q Q N Z H Z O W C� Q Q v Z 0 m z Z FORE Z > 0 O � a _ L> Q > �. r� Under ground � W � � Q y O = a = a Service Alert I L J J Y of Southern California Q Call: TOLL FREE 0 10 x , - _ FFH 1 -800 0 o N 422-4133 Y F IRRIGATION PLAN _ W 2 a PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG rJ 20 SCALE: 1 :250 KEY MAP NO SCALE ALL DIMENSIONS ARE IN SHOWN. HP — 5 METERS UNLESS OTHERWISE FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 CU EA SCALE IS IN MILLIMETERS I I I I I I I I 1 PLANTING LEGEND ( PHASE TWO ) TOTAL QUANTITIES OF PHASE TWO LISTED DESCRIPTION OF REVISION DATECITY CITY F A � APPROVED: i SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME NUM. QUANTITY SQ.FT SIZE COMMENTS RANCHO 0 C U CA M 0 N GA S PLANTING NOTES 1 . CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT CITY OF RANCHO C U C A M 0 N G A TREES INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE- INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND APPROVED BY: DATE: 13b AG IND LAGERSTROEMIA I. FAURIEI CRAPE MYRTLE HYBRID 35 - - 600mm 4.6m O.C. (15' O.C.) STANDARDS SPECIFICATION. CITY ENGINEER RCE: x 'MUSKOGEE' (24"BOX) HU LAN RHUS LANCEA AFRICAN SUMAC 16 - - ' NDSCIp PUN PREPARED BY: RECOM DED (11 15 6m O.C. (20 O.C.) STANDARDS 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT �� f GAL) REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. °IV �PO�9�y LYNN CAPOUYA, INC 3822 CAMPUS DRIVE, SUITE 120 SHEET SHRUBS 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, NEWPORT BEACH, CA. 92660 ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY • 'z si z000 • of PIT WD PITTOSPORUM T. WHEELERI DWARF MOCK ORANGE 126 187 (2,011) #5(5 GAL 1.2m (4 ) O.C.O SP. `°"' ` DAMAGE OF SAID UNDERGROUND FACILITIES. � � QaN' R.C.E. NO 2314 DRAWING NO. F 0 DATE FiIE NO RHA IND RNAPIOLEPIS INDICA 'PINKIE' INDIA HAWTHORNE 157 234 (2,516) 5(5 GAL) 1.2m (4') O.C. SP. 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE of CA��F A TRIANGULATE O 0.6m (2') O.C. SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS •;•;•;•;• NAN DOM NANDINA DOMESTICA 'NANA' HEAVENLY BAMBOO 1,992 740 (7,966) 5(5 GAL) HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. XERISCAPE ASSESSMENT SYSTEM SUMMARY .9m FROM EDGE OF HARDSCAPE 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO POINTS REFERENCE NOTE: INSTALL 4" (0.10m)DEPTH OF WOOD CHIP MULCH IN ALL LANDSCAPE AREAS. INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. LANDSCAPE (POINT VALUE) CLAIMED (SHT/REF.#) MULCH AVAILABLE FROM INTRAVAIA, 1961 W. 16TH, UPLAND, CA 91785-2151, (909) 982-67t3. 1• WATER CONSERVING PLANTS (20) 20 HP 6-10 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS 2• TURF LIMITED TO 25% (45% RESIDENTIAL) (20) 20 HP 6-10 BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS 3. PLANTS GROUPED BY WATERING NEED (10) 10 HP 6-10 o LANDSCAPE CHECKLIST NOTE E- 1 b SUBCONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS 4. HARDSCAPE NON-IRRIGATED SURFACES 10 10 HP 6-10 m W OTHERWISE APPROVED BY THE CITY. ( ) ( ) N 5• PERMEABLE PAVING (5) 00 HP 6-10 o THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT 6• LOW-WATER TURF VARITIES 5 00 HP 6-10 x cW_n � TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS � MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. 7. NON—GROUND( ) _ ' w STANDARD SPECIFICATIONS. O MULCH PROVIDED IN COVER AREAS (5) 05 HP 6 10 ~ W 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE 8• SOIL AMENDMENTS (5) 05 HP 6-10 m ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS TOTAL POINTS CLAIMED: 70 AND DETAILS HERON. (MINIMUM POINTS REQUIRED: 60) o _ + 9. CLEAN UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. IRRIGATION (POINTS VALUE) 1 • LOW GALLONAGE IRRIGATION SYSTEM (20) 20 HP 1 -5 ( M 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND 2. AUTOMATIC CONTROLLER (20) 20 HP 1 -5 QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL THE Q REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1 ,000 SQ.FT. 3• DESIGN TO WATER PLANTS BY WATERING NEEDS (10) 10 HP 1 -5 F 4• SOIL MOISTURE SENSORS (10) 00 HP 1 -5 4 CY. NITROGEN STABILIZED SAWDUST 5. RAIN SENSORS (5) 05 HP 1 -5 120 LBS GYPSUM 6• WIND SENSORS (5) 00 HP 1 -5 - -- 125 LBS GRO-POWER PLUS o m Z 7• SENSITIVE TO SLOPE FACTOR (5) 05 HP 1 -5 W 8• RECLAIMED OR RECYCLED WATER (5) 00 HP 1 -5 11 . LANDSCAPE ARAEAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, BLEND INTO Z Y = EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S TOTAL POINTS CLAIMED: 60 U o v APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: (MINIMUM POINTS REQUIRED: 60) Q INTRAVIA UPLAND, CA (909) 982-6713 W R V11r R V� l 2 f 1 s, _._ .. w w , 0 U 0 to m I— Q �. g o FOOT ILL BLVD . - W 00 - N In w �t _ . - - +LO O -- A 7 + --_ - _.._ _ .I -1. 7 I- y V V e Ld � w = J CL 0 V Q x Z - < U Q F- w O = � a ~ w fY Q a- SEE SHEET HP-1 FOR Cl- Q COORESPONDING IRRIGATION PLAN. LL U C W � N z W z z m a W Lj > > Q > Y Q Q a N a o a N ��W > NOTE: J z J z O Q W = z Q V) m O 2 z z REFER TO SHEET HP-6 z FOR PLANTING NOTES, AND Z m O J Z = O W W �4i > �,fORE �, Under � > o J W _ a y ground TO SHEET HP-13 FOR O = a Service Alert PLANTING DETAILS. J Y of Sovfhem CalHornta lvn Q_j F90THIII Call: TOLL FREE 0 10 x U m a� — - 1 -800 N 422-4133 = PLANTING PLAN W a PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG 5 20 SCALE: 1 :250 Z KEY MAP N NO SCALE ALL DIMENSIONS ARE IN HP - 6 METERS UNLESS OTHERWISE SHOWN. N s FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 CU EA SCALE IS IN MILLIMETERS I I 1 I I I I I i PLANTING LEGEND ( PHASE TWO) TOTAL QUANTITIES OF PHASE TWO LISTED DESCRIPTION OF REVISION DATE APPCITY ROVED: SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME NUM. QU�N�ITY SQ.FT SIZE CITY OF RANCHO CUCAMONGA COMMENTS TREES APPROVED BY: DATE: LAG IND LAGERSTROEMIA I. FAURIEI CRAPE MYRTLE HYBRID 35 - - 600mm 4.6m O.C. (15' O.C.) STANDARDS CITY ENGINEER RCE: x 'MUSKOGEE' (24"BOX) VARIES PUN PREPARED BY: RECOM ED • HU LAN RHUS LANCEA AFRICAN SUMAC 16 - - 15 6m O.C. (20' O.C.) STANDARDS `�,NDSC4,D, (1 1 GAL) SEE PLANTING PLANS FOR av, po�'9�y LYNN CAPOUYA, INC • STATIONS CALLOUTS s 3822 CAMPUS DRIVE, SUITE 120 SHEET SHRUBS NEWPORT BEACH, CA. 92660 ® 0.6m MIN « 1ne.e�e � OF PIT WD PITTOSPORUM T. 'WHEELERI' DWARF MOCK ORANGE 126 187 (2,011) #5(5 GAL) 1.2m (4') O.C.O SP. (Typ) +r Q��! R.C.E. No 2314 DRAWING NO. _ �4 ( OF CA��RHA IND RHAPIOLEPIS INDICA 'PINKIE' INDIA HAWTHORNE 157 234 (2,516) #5(5 GAL) 1.2m (4') O.C.A SP. DATE FILE NO 0 TRIANGULATE 0 0.6m 2' O.C. NAN DOM NANDINA DOMESTICA 'NANA' HEAVENLY BAMBOO 1,992 740 (7,966) #5(5 GAL) ( ) .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) o LANDSCAPE CHECKLIST NOTE E- 1 b HARDSCAPE DETAIL NO SCALE m j THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM x cn W TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS > STANDARD SPECIFICATIONS. W W Q in W H Q , 1 i P1 i ! I - ' 1 w m °�° g o 00 o WLJ LL U C� U � t w W W O > _ --' co FOOTHILL BLVD . - w -' , w _ -�- - w �t 00 a v� - _ - - 00 ►'� LJ OCL + --- y z Q < w + + + + + + + + + �- � _ U ---- -- r r (--`-� 00 to o �. 41 U 1� O W + Pl- o w I RAW s /�� LL ;. ^j J - ' n Z t•-- w I Z LL— LLJ Q � W Q a- SEE SHEET HP-2 FOR q- Q COORESPONDING IRRIGATION PLAN. LJ Q U W (n Q M z w 0 NL. zLhi L&J z I Z m a W ``' > a Q > Q � 'a W < a vai a �`" > NOTE: J a a 1n z ~ o z O W U a REFER TO SHEET HP-6 z Z o zo z = = v o�� ; fORE !~� Underground FOR PLANTING NOTES, AND v Q J' 9 TO SHEET HP-13 FOR p = VVi a Service Alert PLANTING DETAILS. L L- -j of Southern Callfomla Y Q Call: TOLL FREE 0 10 Wi LL- 800 W ' =4, 3 PLANTING PLAN 422 3 W U PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG 5 20 SCALE: 1 :250 Z KEY MAP Q N NO SCALE ALL DIMENSIONS ARE IN HP - 7 w to METERS UNLESS OTHERWISE SHOWN. g FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 C�J EA SCALE IS IN MILLIMETERS I I I I I I I I , PLANTING LEGEND ( PHASE TWO) TOTAL QUANTITIES OF PHASE TWO LISTED DESCRIPTION OF REVISION DATE CITY APPROVED: SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME QUANTITY SQ SIZE COMMENTS NUM. M2 .FT CITY OF RANCHO CUCAMONGA TREES APPROVED BY: DATE: LAG IND LAGERSTROEMIA I. FAURIEI CRAPE MYRTLE HYBRID 35 - - 600mm 4.6m O.C. (15' O.C.) STANDARDS CITY ENGINEER RCE: RN x 'MUSKOGEE' (24"BOX) PUN PREPARED BY- ECOM E ED • HU LAN RHUS LANCEA AFRICAN SUMAC 16 - - 15 6m O.C. (20' O.C.) STANDARDS �,,OSCO, (1 1 GAL) LYNN CAPOUYA, INC ':A3822 CAMPUS DRIVE, SUITE 120 SHEET SHRUBS . 1� NEWPORT BEACH, CA. 92660 � 12 91 2000 � ��OF ® PIT WD PITTOSPORUM T. 'WHEELERI' DWARF MOCK ORANGE 126 187 (2,011) #5(5 GAL) 1.2m (4') O.C.O SP. • �Nt R.C.E. NO 2314 DRAWING QNO. OF CAU DATE FILE NO RHA IND RHAPIOLEPIS INDICA 'PINKIE' INDIA HAWTHORNE 157 234 (2,516) #5(5 GAL) 1.2m (4') O.C.A SP. NAN DOM NANDINA DOMESTICA 'NANA' HEAVENLY BAMBOO 1,992 740 (7,966) #5(5 GAL) A TRIANGULATE O 0.6m (2') O.C. .9m FROM EDGE OF HARDSCAPE NOTE: INSTALL 4" (O.IOm)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 W x oN THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM W TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS w W STANDARD SPECIFICATIONS. SEE SHEET HP-8a FOR DEER CREEK PLANTING (BOXED AREA SHOWN BELOW) _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I 1 W - i m W m Q - 1 - r U F ' Q W = W 1 U � V - � O _ - + LLJ _ to W E--- 00 - _ x FOOTHILL BLVD . + a _ - o U N _ - 1 W Q J + + + t t Q z U w CL o R/W Q o w R W x O w ~ L,J Qf < SEE SHEET HP-3 FOR cl- ( l Q COORESPONDING IRRIGATION PLAN. Q LAJ v W 0 Q >>N Z W D UJI 0-a IW- F Qm > Q > a Wa W Q W > �y NOTE: N o Z U aZ ~ oo W W W FORE REFER 10 SHEET HP-6 Z Z FOR PLANTING NOTES, AND > _ a ground TO SHEET HP-13 FOR O N a Service Alert PLANTING DETAILS. L J i � Y - j � of Southern Callfornla Q CLaiall: TOLL FREE 0 10 x U - --- Q� qiT ( 1 -800 o N 422-4133 PLANTING PLAN W a PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG 520 SCALE: 1 :250 Z KEY MAP a N N NO SCALE ALL DIMENSIONS ARE IN HP - 8 N METERS UNLESS OTHERWISE SHOWN.0 T s L I FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 CU EA SCALE IS IN MILLIMETERS CITY - - OF DESCRIPTION OF REVISION DATE APPROVED: FLAT SIDE UP CASE I • • , - , • . ' , ' - ' , O ORk LANDSCAPE CHECKLIST NOTE E- 1 b CITY OF RANCHO CUCAMONGA CURB MORTAR COBBLESTONE SIDEWALK , �_2% O Srq THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM �l �� _ T e "i• TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS APPROVED BY- DATE: C STANDARD SPECIFICATIONS. CITY ENGINEER RCE: x e _ e e e e e �- ��' �o�- �J 6 NOSC f PUN PREPARED BY: RECOMMENDED f. 4P LYNN CAPOUYA, INC =1 91 3" (7Smm) MINIMUM CONCRETE BED , ' , ' � (� , ' - . " � CALTRANS NOTE: �. ~ lyGj9 n 3822 CAMPUS DRIVE SUITE 120 HEET UNDERNEATH COBBLESTONE PLANT TABLETS ARE TO BE PLACED 2" FROM THE SIDE OF NEWPORT BEACH, CA. 92660 A BOULDER V THE ROOT ZONE AND 4" BELOW THE GROUND 12 9, a ?�V ✓OF CASE 2 (LOCATE PER PLAN) �F new e 3" (75mm) MIN. SOIL DEPTH V - DRAWING N0. COBBLESTONE AT EDGE OF COBBLE Q �'r� Ufe CAU \p R.C.E. NO 7� -- DATE FILE NO _ e e 3" (75mm) MINIMUM CONCRETE BED , ' , " . , ' , ' , - ' CASE 3 + PLANTING LEGEND QUANTITIES FOR DEER CREEK AREA- THIS SHEET ONLY (150mm) (150mm) 6" 24" 600mm) 6" + + + 2" (50mm) MORTARED STONE SWALE ++++ SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME QUANTITY SIZE COMMENTS >_ C) MAX DEPTH + + m W + + + N o 4" (100mm) ++++ + + TREES x �, e e -� + + + + + � � I I—I _ eee a ee—e II i o + ++ + � +++ p w w I I —� i V PLA RAC PLATANUS RACEMOSA CALIFORNIA SYCAMORE 4 600mm MULTI-TRUNK Q COBBLESTONE -4" 100mm CONCRETE CURB + + + 24 BOX CONCRETE BED 0 + + + + + p ( ) BENEATH COBBLE W/ #3 BARLLI + + PROPOSED SHRUBS & GROUNDCOVER o NOT + o PIT WD PITTOSPORUM TOBIRA DWARF MOCK ORANGE 16 O �5 CONTAINER 1.2m (4') O.C. 1. ROCK SIZES, UNLESS OTHERWISE SPECIFIED, SHALL BE: 'WHEELERS DWARF' (5 GALLON) O.C. 0 SPACED BOULDERS: MAX. 3'0"(900mm) - MIN.2'0"(600mm) R/W COBBLESTONES: MAX 18" (450mm) - MIN. 6" (150mm) WITH ONE FLAT SIDE -�- RHA IND RHAPIOLEPIS INDICA INDIA HAWTHORNE 25 #5 CONTAINER 1.2m (4') O.C. 2. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT 0 'PINKIE' (5 GALLON) O.C. � SPACED 3. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS 'D' MORTAR. 1 PART CEMENT TO 2-1/2 PARTS SAND, 2000 PSI (13789 Kpo) PORTLAND CEMENT CONCRETE (NO DRY-PACK" ALLOWED) +++++ MYO PAR MYOPORUM PARVIFOLIUM 'PUTAH CREEK' Lu #1 CONTAINER 0 TRIANGULATE O 1.2m (4') O.C. r 4. A SAMPLE AREA, MIN. 40 SQ. FT. (3.7 SQ. M.) SHALL BE APPROVED BY THE CITY + + + 227 m2 (t GALLON) .9m FROM EDGE OF HARDSCAPE 0 m m INSPECTOR, PRIOR TO PROCEEDING WITH REMAINING ROCK WORK. (2,433 SO.FT.) W o 0 5. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE CITY INSPECTOR. PROPOSED ROCK BLANKET g w Lw 6. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS Z Y AND EXCESSIVE IRON CONTENT. J N w 7. CONCRETE CLASS 520-D-2500. CONTRACTOR MAY CLEAN AND RE-USE o U ROCK BLANKET (4,037 SQ.FT.) EXISTING ROCK AND SUPPLEMENT AS 5 4 2 — RIVER WASHED GRANITE NEEDED, SLOPE PROVIDE NEW ROCK IN SLOPE AREAS COBBLESTONES PROTECT EXISTING PLANT MATERIALS PROTECT IN PLACE PLANT MATERIALS THAT ARE EXISTING 1,743 m2 PROTECT EXISTING x w FOOTHILL (18,762 SO.FT.) PLANTING AREAS BLVD . Ckf PROTECT EXISTING PLANT NOTE: INSTALL 4" (0.10m)DEPTH OF WOOD CHIP MULCH IN ALL LANDSCAPE AREAS. Q MATERIALS IN PLACE ALL MULCH AVAILABLE FROM INTRAVAIA, 1961 W. 16TH, UPLAND, CA 91785-2151 , (909) 982-6713. uj AREAS DESIGNATED SEE LEGEND). CL a U cn RAW CL o + o + + + o I-- + + -- a Q + + w + + + W a a + + a �! + L,J o + + V + + a + + + + + + + + N + + + + + x Z �, + + Cv Q + + Q U + + I rot LTL I H I F1 I-_ LLJ r a U Z KEY MAP W Q , ' • � , ' • � . - , ' � . " , • • " � SEE SHEET HP-3a FOR NO SCALE CORRESPONDING IRRIGATION PLAN. LLJ f- REFERENCE SHEET HP-8 Q FOR EXACT PROJECT LOCATION LLJ 0 U NOTE: Q REFER TO SHEET HP-6 Q J FOR PLANTING NOTES, AND Z FORE f TO SHEET HP-13 FOR Under PLANTING DETAILS. y ground O O 4 Service Alert Q O of Southern CaNfomla 1 � O x U Call: TOLL FREE 1 -800 PLANTING PLAN OF OR V TWO WORKING DAYS BEFORE YOU DIG 5 20 SCALE: 1 :250 0 Q $]' ALL DIMENSIONS ARE IN HP - 8A A' 16+ METERS UNLESS OTHERWISE SHOWN. 24 V) s FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 Cu EA SCALE IS IN MILLIMETERS ( I I I I I I I i I PLANTING LEGEND ( PHASE TWO) TOTAL QUANTITIES OF PHASE TWO LISTED DESCRIPTION OF REVISION DATE APPCITY ROVED: AN SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME NUM. QU M2TITY SQ FT SIZE COMMENTS CITY OF RANCHO CUCAMONGA TREES APPROVED BY: DATE: Itiffl LAG IND LAGERSTROEMIA I. FAURIEI CRAPE MYRTLE HYBRID 35 - - 600mm 4.6m O.C. (15' O.C.) STANDARDS CITY ENGINEER RCE: x 'MUSKOGEE' (24"BOX) PUN PREPARED BY: RECOMMENDED • HU LAN RHUS LANCEA AFRICAN SUMAC 16 - - 15 6m O.C. (20' O.C.) STANDARDS (1 GAL) LYNN CAPOUYA, INC A 3822 CAMPUS DRIVE, SUITE 120 SHEET SHRUBS NEWPORT BEACH, CA. 92660 12 31 2W / OF PIT WD PITTOSPORUM T. 'WHEELERI' DWARF MOCK ORANGE 126 187 (2,011 ) �5(5 GAL 1.2m )' O.C.A SP. (4 �'r e � R.C.E. NO 2314 DRAWING NO RHA IND RHAPIOLEPIS INDICA 'PINKIE' INDIA HAWTHORNE 157 234 (2,516) 5(5 GAL) 1.2m (4') O.C.O SP. DATE FILE NO L NAN DOM NANDINA DOMESTICA 'NANA' HEAVENLY BAMBOO 1,992 740 (7,966) #5(5 GAL) TRIANGULATE 00.6m (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. >- W LANDSCAPE CHECKLIST NOTE E- 1 b m 0 N THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM x V) W TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS > STANDARD SPECIFICATIONS. W W Acc - t 00 t _ loll". s ! Q = I . , i y_. -✓� Z _�. � 'ti r�:[-. :'�� I i W _ J N a W = - - -- - r' r41 I —?-- x N FOOTHILL BLVD . 0 + _- _ U _ w V) Q CL F- - - i_ _1_ + + 0 w • + + + + + + + j Z J U � + � 2 w Q - - -- _ 42 C 0 CL — __ - Q 0 w cy- i Q ~ I Qf U F- w LL_ �— O = z w Q ~ w Q SEE SHEET HP-4 FOR UQ COORESPONDING IRRIGATION PLAN. LAJ W � > N z W z a W4 V) W NOTE: UJI IJj W Q Q !n Q o Z p C� Q J = z f- w Q 4J v z < �► m 0 m z z FORE REFER TO SHEET HP-6 Under > o o W _ o`" a y� }� ground FOR PLANTING NOTES, AND Cif TO SHEET HP-13 FOR = V) a Service Alert PLANTING DETAILS. O 3 Y of Southern Callfomla -H F1 Q Call: TOLL FREE 10 1 -800 PLANTING 422-4133 _ w a 0 V) PHASE i PHASE 2 TWO WORKING DAYS BEFORE YOU DIG 5 20 SCALE: 1 -250 Z KEY MAP Q N Q NO SCALE ALL DIMENSIONS ARE INW HP - 9Cr N METERS UNLESS OTHERWISE SHOWN. I— S FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 CU EA SCALE IS IN MILLIMETERS I I I I I I I I i i PLANTING LEGEND ( PHASE TWO) TOTAL QUANTITIES OF PHASE TWO LISTED DESCRIPTION OF REVISION DATE APPCITY ROVED: SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME NUM. QUM2ITY (SQ.FT SIZE COMMENTS CITY OF RANCHO CUCAMONGA TREES APPROVED BY: DATE: LAG IND LAGERSTROEMIA 1. FAURIEI CRAPE MYRTLE HYBRID 35 - - 600mm 4.6m O.C. (15' O.C.) STANDARDS CITY ENGINEER RCE: _ x 'MUSKOGEE' (24"BOX) HU LAN 'M US LASE' AFRICAN SUMAC 16 - - 15 6m O.C. (20' O.C.) STANDARDS PUN PREPARED BY �✓ RECOMM oEo �I,NDSC,Ip f • po ��� LYNN CAPOUYA, INC (1 GAL) `' 'g� �, 3822 CAMPUS DRIVE, SUITE 120 SHEET SHRUBS Iva e � NEWPORT BEACH, CA. 92660 * 12 9t 2000 �Of ene" e ® PIT WD PITTOSPORUM T. 'WHEELERI' DWARF MOCK ORANGE 126 187 (2,011) #5(5 GAL) 1.2m (4') O.C.A SP. +r � R.C.E. No 2314 DRAWING No. F OF DATE FILE NO O RHA IND RHAPIOLEPIS INDICA 'PINKIE' INDIA HAWTHORNE 157 234 (2,516) #5(5 GAL) 1.2m (4') O.C. SP. NAN DOM NANDINA DOMESTICA 'NANA' HEAVENLY BAMBOO 1,992 740 (7,966) #5(5 GAL) TRIANGULATE O 0.6m (2') O.C. .9m FROM EDGE OF HARDSCAPE NOTE: NOTE: INSTALL 4" (0.10m)DEPTH OF WOOD CHIP MULCH IN ALL LANDSCAPE AREAS. N O PLANTING 0 N THIS MULCH AVAILABLE FROM INTRAVAIA, 1961 W. 16TH, UPLAND, CA 91785-2151, (909) 982-6713. SHEET. } o LANDSCAPE CHECKLIST NOTE E- 1 b m a THE WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING SHALL CONFORM W TO THE PROVISIONS IN SECTION 20-4 HIGHWAY PLANTING OF THE CALTRANS x > STANDARD SPECIFICATIONS. W W Q W Q 0 t m m _-- l r I _ W W Z Y - J N LLJLLJ 2 - 1 U - _ j I I ' w Li x U LLJ { LJ 0 +LLJ CLcv _ . .-.__... _ _. _ - i . 1 FOOTHILLLV Q � � Q 1 --3 LLJ C) : i a. C) 41 E i i 4 - H Q CK — f i O Q -- Qf LL— l� 0 i U z Cy- w Q ~ LLJ Q SEE SHEET HP-5 FOR cl- Q COORESPONDING IRRIGATION PLAN. LLJ U W ^ Q N ? Z LLS j J LLI> Z m a W 4i � > a Q > Z W > W < < W W NOTE: Q a m o N °C v a J i N Z N 4 O 2 REFER TO SHEET HP-6 Q Z v Z m o W W W > FORE }� Under FOR PLANTING NOTES, AND o o W _ � aW a �y ground TO SHEET HP-13 FOR 0 m �, Q Service Alert PLANTING DETAILS. J of Southern California ]C Q Call: TOLL FREE Q � Q x U _ . --- - -- r1l"N Q - --- � 1 -800 - Li N W 422-4133 PLANTING PLAN PHASE 1 PHASE 2 TWO WORKING DAYS BEFORE YOU DIG 5 20 SCALE- 1 :25C o KEY MAP W Q ALL DIMENSIONS ARE IN — NO SCALE H P 10 V) cn METERS UNLESS OTHERWISE SHOWN. �' s FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 CU EA SCALE IS IN MILLIMETERS ( I I 1 I I I I i DESCRIPTION OF REVISION DATE CITY TO SPRINKLER - ANGLE PIPE TO APPROVED: SPECIFIED DEPTH WITH 45' (137 m) ELLS BACKFLOW ENCLOSURE SCH 40 PVC MALE ADAPTOR JSBBC-30-AL CITY OF RANCHO C U C A M O N G A o SCH 80 PVC UNION CF�,Q�r PREVENTER APPROVED BY: DATE: m BRASS OR PVC NIPPLE AS �Mf��L �%- TYPICAL CITY ENGINEER •/0 ,�LLt1 / RCE:CES X BRASS WYE STRAINER PLAN PREPARED BY: R C MENDED a 3 'SNAP-TITS' WATERPROOF CONNECTORS OR EQUAL WITH 60 MESH MONEL SCREEN. / — — — — — — \ V�NDSCAPE pp9 g / \ y jq'P� LYNN CAPOUYA, INC Z ELECTRIC CONTROL VALVE .. Z PLASTIC VALVE BOX MARKED 'IRRIGATION RCY' (CARBON I I I I NIPPLE a r4 3822 CAMPUS DRIVE, SUITE 120 NEE1 /� a NEWPORT BEACH, CA. 92660 E w OR EQUAL)-ETCHED WITH CONTROLLER AND VALVE SEQUENCE. PRESSURE REGULATOR i i /I I 6"(150mm) x 12"(300mm) CONCRETE PAD (LENGHT VARIES PER enewe�e�e of l rN. e Z ( MANUFACTURER/SIZE). SLOPE TO DRAIN 2� MINIMUM. 4rE e e � ,a R.C.E. No DRAWING No. 6"(152mm)MINf1NISH GRADE OOr-� I of c��' DATE FILE NO (300mm) I I _�'c� 12" UNION ' FINISH GRADE Z K • PVC SLEEVE REQUIRED FOR PIPE THROUGH CONC. PAD. II_ — SIDEWALMOISTURE SENSOR WHERE REQUIRED. •-• .I �• • Ii WHITE E E E �' 11� Ill �i' NIPPLE (TYP.) - 2 PLACES BLUE 1.1 r� Z E o - ! I " -II I FROM WATER III II-- '� 3"(75mm)! = PIG TAIL EXPANSION LOOP-24 (610mm) LONG min. I= SOURCE =-1 SCH 40 PVC MALE ADAPTOR RED "SCOTCH-LOC" WATERPROOF _ �� . _ = CONNECTOR OR EQUAL _ III- I I— BLACK N _ 111-- - I- PIG TAIL EXPO NSION ( BRASS ANGLE VALVE W/ UNION. ��_= ' I-_ I— =FLOW IRRIQATM CONTROLLER LOOP-MIN.24 (610mm) LONG. 3"(75mm) = 3/4' (19mm) WASHED, CRUSHED AGGREGATE TO METER =:- Q. III I= �; WATERPROOF ALL m N 3 " - LINE TO SYSTEMS PLASTIC VALVE BOX (CARSON OR EQUAL) WITH PLASTIC WIRE CONNECTIONS o w '{I I 0 o � 90�, INTERGRATED LOCKING LJD. PLACE 3 (75mm) ABOVE TYPICAL. x N COMPACTION CONCRETE THRUST BLOCK ELBOW (TYP.) 4-PLACES IN PLANTER AREAS. " =III REQUIRED cy- PER CCWD STANDARDS I__i I'- - SCH 80 PVC NIPPLE PIG TINNlOmm) EXPANSION tO - CONTROL do COMMON WIRES IGID PIPE AND RELATED FITTINGS SHALL BE PER LOOP MIN.24 LONG bc COMMON) 0 4"(100mm) � _ _ , _= CUCAMONGA COUNTY WATER DISTRICT STANDARDS. WHITE -- - ---- - --- • - CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO LU w CONSTRUCTION. W►RE o BRASS NIPPLE--1 j K MASTFVRALCCaN OL SCH 40 PVC SXSXT TEE—/ PRESSURE SUPPLY LINE BLAC NOTES: 0`II 1. INSTALL PER LOCAL CODES. FLOW METER DIAMETER SAMESIZE AS FLOW 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" (610mm) FROM ANY DIAMETER SAME SIZE METER SIZE STRUCTURES OR HARDSCAPING. AS FLOW METER SIZE 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL., BUILDING, ETC.) } r NOTES: MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. MINIMUM DISTANCE DOWNSTREAM OF Qm 0° 1. INSTALL CONTROL VALVES A MINIMUM OF 12" 300mm FROM STRUCTURES OR HARDSCAPING. 4. ORIENT UNIT PARALLEL TO STREET. UNINTERRUPTED PIPE (5X DIAMETER o o ( ) OF FLOW METER SIZE) w W 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. MINIMUM DISTANCE UPSTREAM OF v v 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF UNINTERRUPTED PIPE (10X DIAMETER L'' 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. DISIMILAR METALS. OF FLOW METER SIZE) Q w = o 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER VALVE NUMBER. WHEN MAINLINE IS 3" (75mm) OR LARGER. E 520 REMOTE CONTROL VALVE WITH rc 517 REDUCED PRESSURE BACKFLOW rA 516 FLOW METER INSTALLATION x v NO SCALE NO SCALE NO SCALE W SHUT - OFF AND UNION PREVENTER V LW 24" �_ E Q I mm I n MODEL NO Zr o,g AT ORADE IN LAWN AREAS U 550mm v 3 75mm) IN PLANT BEDS � STRONG BOX M04;>EL N0: se-22ss/120v (TOP oPENINc) ROUND PLASTIC VALVE BOX do Z COVER ETCHED "IRRIGATION GATE" 3'-6' x T-6• x 6' 72' (CARSON OR EQUAL) V . (1067 mm x 1067 mm x 152 mm) 550mm FINISH GRADE w CONCRETE INSTALL EE A MINIMUM OF 3 78.2 mm) E E -� ABOVE. GRADE AND SLOPE -- p TOP TO DRAJN AT -Of MINIMUM OF 2X a- / ? I7=111 I BALL VALVE - 1 1/2" (38mm) lil _ = T!I- � (20 � ( PLAIN! � �,, OR SMALLER WITH STAINLESS STEEL � I- ll:-1!I 'I�_ l g I=- HANDLE. RESLIENT WEDGE - 2 50mmnNISHFnvtsH m E I=1'1= 1 I ( ) -III= II III= OR LARGER WITH GATE VALVE- GRADEIGRADE E -1 I II III=__� 2"(50mm) OPERATING NUT (EPDXY COATED) -No 5 Pull box >" � 1 - - - T ��IliliIII = ALVE 1 m MIN _ _ _ IkVQ T e A Pavement �� II I I l 111I II �I I I� I II 3-(78.2 mm) SCH 40 PVC CONDUIT ! �__ I �- - - =T1 11!yPcoMMON WIRE/coNTROL wn:es M =1 I.III--1 I �o 150 mm Marker at EP = — - =_-- - - _ — ii- 11- 1 Ir 11 F-- I 11_ 1 I I-1 11-1 I I-1 I I 1 I I- III--1 I I I I_ IF 1 I I-1 1= =1 I Ed I i I i EJ � Bushing -111_, w FIG PE I L__ C m L - (152 mm) (152 m) I�- I LI !I 120 VOLT WIRE IN RKMAD ELL 120 VOLT WIRE IN RIGID SWEEP ELL I—_I I I III x Z - - CjONDUR SI�L C CEDE) TYP CONDUIT PER LOCAL CODE T�YP) 3" (75mm ET TO POWER SIDE OF CABINET E Of e °w TOP OPENNING CONTROLLER o o0 0 oCap 00 m 0 ° 0 ° 00° ° U_ ° No 10 Reinforcing 10' 16" eo e0 e0 0 4" (10OMM MIN.) 2 mm O C e 0 = bar 1t mm) ANT 1 ANTENNA PORT EPDXY PHOTO ELECTRHEAVY DUTY IC SWITCH THER RESISTANT FILLBOXED LOCATED INSTALLATION/LODE OF CATION ON � SUPPLY LINE Z FOR SECURITY LIGHT CONTROL a PER CITY AND MANUFACTURERS REP. AGGREGATE mBASEASHED CRUSHED W Q AS REQUIRED PER PLANS Galvanized Steel Pipe Conduit 9EE4 ELECTRIC METER PER SCE NOTES: W Thrust B I O C k CALSENSE CONTROLLER, OR APPROVED 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. t MIN 0.06 m3PCC Waterline Crossover TO CONTROLLER MODEL N NSTEAR PER REFER 2. INSTALL CONTROL VALVES A MIN. OF 12" (300mm) FROM STRUCTURES OR HARDSCAPING. C 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. LA-1 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. o C.) Sprinkler Control Crossover SECURITY LIGHT TIMER 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 0 Compacted Or WithREQUIRED PER PLANS Pull Wire 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND z Undisturbed Soil 8'(2438 mm) GROUND ROD 8' VALVE NUMBER. Q (203 mm) QFINISH Z SECTION NOTE: 2z GRADE 0f ENCLOSURE TO BE GROUNDED PER I_- • 5 1 6 VALVE — 7 5 m m OR SMALLER O LOCAL CODE. GROUND ROD TO BE — -- L.L_ INSTALLED INSIDE ENCLOSURE. ON _ _1 CONTROLLER SIDE. CONDUIT FOR SECURITY —( _ I= --� ) [E =I NO SCALE ` Q LIGHT WIRING - — — — — 120 VOLT WIRE IN RIGID —I — — - STEEL CONDUIT (PER x STEEL 17 i .l i AL CODE) IRRIGATION DETAILS 0 IRRIGATION CROSSOVER D 522 CONTROLLER ENCLOSURE - TYPE A0 NO SCALE NO SCALE HP - 1 1 N AND TOP OPENNING ENCLOSURE FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 CU EA SCALE IS IN MILLIMETERS I t I 1 I I I I i DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA APPROVED BY: DATE: CITY ENGINEER RCE: ANT 1 ANTENNA PORT HARDSCAPING(SEE NOTE 4) L�3 EPDXY FILLED LOCATED COAXIAL CABLE OUTSIDE OF BOX V� E X LAN PREPARED BY: RECOA11,4(NDED INSTALLATION OCATION o p 49 ., N Cq I , o LYNN CAPOUYA, INC CALSENSE CONTROLLER _ � SHEET PER CITY AN CALSENSE :II I; j k x, x X �` ` 4'`� 3822 CAMPUS DRIVE, SUITE 120 REPRESENTATIVE. , MODEL N0. PER PLANS -) I- i ` ' III=-- I I- ==I ene .e NEWPORT BEACH, CA. 92660 INSTALL CONQULETTE I III =III -III= Z �, l2 31 2000 INSTALL CALSENSE " — — — — - enewe iST— _ W/DEEP WP J BOX I --_ DRAWING N0. TP 110 CALSENSE HARNESS - I - I--I I j- �qj e� �p a.c.E. NO 120 VOLT DUPLEX -� _I I- F OF CA��� DATE PILE NO OUTLET (GFCI) CALSENSE TP-1 E _ - - CLEAN BACKFILL - SEE SPECS. FOR MATERIAL 90% COMPACTION REQ'D. TRANSIENT -- RESET PROTECTION BOARD o E FIELD WIRES _III- " N I == j x N � _ I PROVIDE fi (150mm) OF SAND BEDDING. 1= I I=_-I I I I I I. =1_ ow I=� =1 I ==I o I �- _ I I= I j CONTROL WIRE SLEEVE - SIZE PER PLAN. INSTALL ADJACENT TO M W o II -III I JO�M A _R UE PRESSURE SUPPLY LINE.m CFl 10 IRED N - - o - NOTES: _ I -. -- I ^E s = _ w > _ _ �• SNA�E P PE E -I _-- - - I ----I_ I- -I I - _I I = =_- PRESSURE SUPPLY SLEEVE - SIZE TWICE DIAMETER OF PRESSURE �� _I - -PRE LINE: X > 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL I -- - -1 I (_ I== ENCH E I I III— --_III_ SUPPLY LINE. ... 40 I � CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR ,� ' I I--1 I Q PRIOR TO CONSTRUCTION. •� �N __ PR SSU SU P Y N 6" 150mm) NON-PRESSURE LATERAL LINE SLEEVE - SIZE TWICE DIAMETER OF NON- I- I_ -- gC� 1L u E2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN N PRESSURE LATERAL LINE. I=_=I -I1 � 5NAKESE UENCE OF REMO CONTROL VALVES. 4T�- - - -- W Q REMOTE 0 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH n=III- _ XKt - WI E A N LEBRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE I _ III � I I J �m) O.C. AND WIRE AT THE ENCLOSURE. _ - _ - LINI iE 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. NOTES: j L, I I-- I- - ) I gRpVIpE g" (155.22 Tr��1 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. -- I BEDDING AND SHA�SDfNG CONTROL VALVES. 2. EXTEND ALL SLEEVES 12" (30cm) BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 6" 15.2cm) TYP. o m r 6. ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. m (DT'R2) AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER SYSTEM PRIOR TO ACCEPTANCE. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS SHALL HAVE MINIMUM COVER NOTE: o OF 42"(1,067mm)DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. z 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 J N W 3" (7.6cm) AND LARGER 24 (61 cm) MIN. DEPTH Q W = U � U E 524 CONTROLLER ASSEMBLY C 533 TYPICAL SLEEVING A 532 TYPICAL TRENCHING X w NO SCALE NO SCALE NO SCALE INSTALLATION — TYPE A U Q W Q V 0 Z HI-POP SHRUB HEAD BODY SET TO J PLASTIC VALVE BOX do COVER: 1/4" (8mm) ABOVE FINISH GRADE "SNAP-TTTE" WATERPROOF CONNECTOR OR EQUAL w ETCHED "QC" (CARBON OR EQUAL)E E fi 1 mm MIN. 0 00 FINISH GRADE WIRE SERVICE LOOP (LOOP ENOUGH WIRE TO EXTEND WIRE " ) BUNDLE 6 (150mm) ABOVE GRADE) O FINISH GRADE 18" (45 mm) MAX. 4 MULCH 0 �, 0 o 0_ 04 STRUCTURE OR I= -I -i- I_i =--I E SPLICE BOX COVER WITH LOCKING TOP ETCHED "S.B." N HARDSCAPING -I- -I I- -1 I Fid I=1 11= 11=-1 I i��I 0 D -I-I1I— p I; = - == ° Z -� �=III=== =1 ( AT GRADE IN LAWN AREAS - III=� I I I--) I I ) I I I I I�— 3" (75mm) IN PLANTER BEDS Q 33 DNP QUICK COUPL NG VALVE—_ _ T E z W/ PURPLE RUBBER CAP -- I _� E W STAINLESS STEEL SCREW CLAMPAl I � M II I '� MIN. (3) PLACES .� " " E I - E 12 (300mm X 18 E I ) (457mm) GREEN PLASTIC METER r` 3/4" {19mm) WASHED CRUSHEo N E BOX. CARSON OR EQUAL X Q t`— v AGGREGATE BASE. _ MARLEX 90' STREET ELL NON-PRESSURE LATERAL LINE U It D v D D D D o a !00 00 SCH 40 BRASS NIPPLE --,, ° y 0 = SCH 40 BRASS NIPPLE U 24" (610mm) LONG SCH 40 PVC 97 STREET ELL. IV Z Q NON -PRESSURE PRESSURE 9! MARLEX 90' STREET ELL LATERAL FITTING Z SCH 80 PVC NIPPLE (T'YP.)-2 PLACES 4 VOLT WIRES. TAPED AND BUNDLED AT 15' (4.6m) INTERVALS. � � W �—SCH 40 BRASS 90' ELL SCH 80 PVC 90' ANTI-DRAIN VALVE AS REQUIRED 2 C.F. (.06m3) PEA GRAVEL C Q STREET ELL SCH 40 BRASS 90' STREET ELL W (, PRESSURE SUPPLY (n LINE FITTING #4 REBAR STAKE (24" (610mm) LONG) M PRESSURE SUPPLY LINE I Z Q 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. Z clf2. USE TEFLON TAPE ON ALL MALE THREADS. rB 540 24 VOLT SPLICE B O X 0 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. NO SCALE —� 4. HEAD CONNECTION AT BOTTOM INLET ONLY. Q X IRRIGATION DETAILS 0 F 536 QUICK COUPLER VALVE FOR D 539 HI — POP SHRUB SPRAY N Q NO SCALE NO SCALE H P ® 12 N ALL PLANTER AREAS s FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 CU EA SCALE IS IN MILLIMETERS I CITY NOTE1.S:REMOVE NURSERY STAKES DESCRIPTION OF REVISION DATE APPROVED: 2. STAKES TO BE PLUMB AND PARALLEL 3. STAKE TREE PERPENDICULARTO PREVAILING WIND. CITY OF RANCHO C U C A M O N G A APPROVED BY: .-Af1/O�.tn�G,LLL1f�.6d.� RCE: n CITY ENGINEER x \ PLAN PREPARED BY: CO MENDED a S ��N9SCgp f ,Q✓1 7 N ° -' ' ,o '�� LYNN CAPOUYA, INC ' I-A 3822 CAMPUS DRIVE, SUITE 120 sNEEI � e r. NEWPORT BEACH, CA. 92660 � W 12 31 2000 OF n l` ee.e e e e cR.C.E. NO DRA�e RC I P WING NO. v IT�\ao ONE HRAEL MENT O SPACING �'lF OF CA�� DATE FILE NO LIMIT OF PLANTER AREA 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 -- MAIN TRUNK FOR WIND FLARING OF THE TREE. BUT (2) SETS OF CINCH TIES SPACED 240(610mm) APART, 10.2cm 4 ) OF COMPACTED NOT SO LOW AS TO LOOSEN SUPPORT 44 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 do GUTTER, SIDEWALK, ETC.) PRESERVATIVE STAIN, DRIVE 6" (150mm) MINIMUM > o INTO UNDISTURBED SOIL AND POSITION STAKES m OUTSIDE ROOTBALL JPv 30cm 12 o cn �� 11 r w �? ARBOR GUARD IN TURF AREAS ONLY. v x V' EQUAL v > TOP OF ROOTBALL TO EXTEND 2 (50mm) ABOVE FINISH GRADE. N xy x y x TIGHTLY COMPACTED 3" 75mm BERM TO I__ i - 11- w FORM WATERING BASIN. LOCATE OUTSIDE OF NOTE: =, I I I- 11=_ - III- III- III== 111= III= III= ICI=-=1 a 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL PLANT PIT. SPACING UNLESS OTHERWISE INDICATED ON SHOVEL CUT EDGE COMPACTED >, I �TRIANGULAR) NATIVE SOIL PLANS: SE LEGEND FOR SPACING REQUIREMENTS. 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR p NATIVE BACKFILL WITH NO SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER i'I " SHALL BE PLANTED AT ONE THE DESIGNATED SPACING ROCKS GREATER THAN 3 (75mm) DIA. FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. I 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES NOTES: III L= 1 NATIVE SOIL UNDISTURBED OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH THE CONTRACTOR SHALL „_ , III_ _II ili=--ICI III � !, I _ I o m m LEGEND ARE ESTIMATES ONLY. SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. o m 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND Q w w ROOT BALL WIDTH INTO EDGES AT GROUND COVER AREAS. L—m- CE 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. Q W = 4. PLACE NO MULCH WITHIN A 6"(15.2cm) RADIUS OF THE CROWN OF A WOODY PLANT. U � U D 502 DOUBLE STAKED TREE - # 5 - 600mm BOX rB 508 SHRUB AND GROUNDCOVER SPACING A 509 MULCH INSTALLATION x w NO SCALE NO SCALE NO SCALE U or Q w Q_ U o UNDERSIDE OF z FREEWAY BRIDGE " a a a U w l BRIDGE ABUTMENT CL o 0 > TIGHTLY COMPACTED 3"(75mm) BERM TO FORM DEPRESSED WATERING BASIN. F_ 4" (100mm) LAYER WOOD CHIP MULCH. 0 Ld TOP OF ROOTBALL TO EXTEND 2"(50mm a. ry FINISH GRADE ABOVE FINISH GRADE x F— LLJ , EXISTING SLOPE _ I _=III_ L` F— -� - 11= 1_I ROOT BA -�I_I- -_I_Iiill-O = I- to I I-�I I I I I U � 1 (25mm) RIGID Z ELECTRIAL METAL CONDUIT II- _ I- 1— P(_A►�1T PIT TO BE (2) TIMES THE ~ ry z III=- I �_= III III=1 I WIDTH OF THE ROOT BALL. w Q PER LOCAL CODE II- III___III_-II_I-1II_I_LI=_III--1I III- -=1 III III=-1 I II I^I - -I � G.S.P. SUPPLY LINE I I .III- III=1 I I - 1 I I ill== ~ w Q a- NATIVE BACKFILL WITH NO ROCKS GREATER Q THAN 3"(75mm) DIA. w U UNDISTURBED NATIVE SOIL. 0 I NOTES: z 1. ALL SLEEVE(S) TO BE 2 X THE SIZE OF PIPE TO BE SLEEVED MINIMUM, 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE Q UNDER ALL CONCRETE OR ASPHALT ROADWAY. OF ROOT BALL. DO NOT CRACK ROOT BALL Q 2. SLEEVES TO BE GALVANIZED STEEL PIPE UNDER ALL VEHICULAR ACCESS. Z ALL 120V WIRE IN CONDUIT PER LOCAL CODE. O 3. BACK FILL WITH CLEAN DIRT FREE OF ROCK AND DEBRIS. Li Q PLANTING DETAILS x U IRRIGATION DETAILS O E CROSS OVER UNDER BRIDGE C 506 CONTAINER PLANTING No SCALE 0 NO SCALE NO SCALE H P 13 5 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 CU EA SCALE IS IN MILLIMETERS l I I I I I I I i No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA GENERAL NOTES = e trio APPROVED BYo DATEi 1 . ALL CONDUIT FOR THE ELECTRICAL OUEOET CITY ENGINEER04 RCEC 24953 SYSTEM SHALL BE TYPE 3 � PLAN PREPARED 8 RECOMM NDED ASL Consulting Engineers L�',� R EARL T. 225 WEST HOSPITALITY LANE 4 AIcARTHUR SUITE 206 SHEET 44532 ,E 6-30- SAN BERNARD I NO, CA 92408 Ai-I (e « �a6-30-01 �► OF of CAU L! G:/;rJCAAO DRAWING NO. _ R.C.E. N0. 44532 DATE FILE NO. I �D NOTES= I❑ PROVIDE CALTRANS PULL BOX No. 31/2 " PER STANDARD PLAN ES- 8. LOCATE PULL BOX o IN ISLAND SO THAT THE TOP IS I " ABOVE >-- (wn FINISHED GRADE IN LANDSCAPED AREAS co AND FLUSH WITH GRADE IN CONCRETE AREAS. o w Uj [ 2] PROVIDE CALTRANS PULL BOX No. 31/2 " PER P o STANDARD PLAN ES- 8 ± 50 METERS AND w LOCATE IN ISLAND. a o oW in ao o . w I_ � Z Y _ _..- { _ N J 0 w _ I,. C) o U I1/2 " C-3#6 ( CKT E04-5 & CKT E04 -7 ) w + 3#6 (CKT E04-6 & CKT E04 - 8 ) w C ELECTRICAL OUTLET + 3#6 (CKT E04-9 & CKT E01 - 11 ) U' EO- 5 + 1 #6 GND N MOUNTING DETAIL ( TYP ) E04 - 8 E04 -6 E04 -8 E04-6 E04 -7 E04-5 E04 -7 E04 -5 E04 - IIE04 -9 E04 - 11 '` w I� x w j -E J _ _ -E r) o E -E -E -E a z ~ ww 11/4 C- 3#6 (CKT E04 -5 & CKT E04-7 ) z I " C- 3#6 ( CKT E04 -6 & CKT E04 - 8 ) + 3#6 (CKT E04 -6 & CKT E04- 8 ) + 1 #6 GND + 1 #6 GND J U ROUTE 66 Q 1 � I • ILC Cn O1 Q > 7 C) « Z C M � - C nn u u 0C w ll. OC J - wa w� ELECTRICAL OUTLET PLAN z: CO SCALE 1 : 200 -0 rn ALL DIMENSIONS ARE IN EO - 1 METERS UNLESS OTHERWISE SHOWN 0 g o FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME > DFI TUSER = CU 12209 EA 012501 , FORM DC-OE-91-PF (REV. 3/88) SCALE IS IN MI [ LIMfTFF5 _ __ No. DESCRIPTION OF REVISION DATE CITY APPROVED i CITY OF RANCHO CUCAMONGA e tric APPROVED BYE DATES L� CITY ENGINEER RCEi 24953 PLAN PREPARED 641 RECOMME IDED ASL Consulting Engineers u^ y EARL T. cl 225 WEST HOSPITALITY LANE __ AIcARTHUR c SUITE 206 SHEET ,�. 44532 SAN BERNARD I NO, CA 92408 a �� • �,6-30-01 * OF 1N, OF CAV ���/// DRAWING NO. _ _ R.C.E. N0. 44532 4 DATE FILE NO. ( ?d� p W m > p W W IY to W W Q � p ! i W F- Q p Wm Co F--- W W Z U U J to w QW = U p U O _. w I1/2 ' C-3#6 (CKT E04 -5 & CKT E04 -7 ) w + 3#6 (CKT E04-6 & CKT E04 -8 ) ' _ + 3 #6 (CKT E04 -9 & CKT E04 - 1 1 ) ROUTE 66 0 (n + 1 #6 GND �- i woo— w w w / LLJ V) N w w 2 �r --- -E---- --' - -E -E -E -E -E w o !C �� 1 — oz X ............. ......................................... Q -E- -E--- - -E------_ - ------ E----- 0 + o x E04 -8 E04 -6 E04 - 8 E04-6 E04 - 7 E04 -5 E04 - 7 E04-5 E04 -9 x w I Q z �- (n _ ELECTRICAL OUTLET C w- MOUNTING DETAIL ( TYP ) EO- 5 a = _ U a . I I I Cf1 01 — 6 C O 6 ZC M r — C nn 11 N �C L.LI L.L F- H OC J — CLa Ld LL ELECTRICAL OUTLET PLAN OF- SCALE 1 : 200 rn EO - 2 ' `o ALL DIMENSIONS ARE IN - METERS UNLESS OTHERWISE SHOWN Q � J O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => DFLTUSER FORM C-OE-9 PF (REV. 3/88) 5GAI F 15 IN MILLIMETERS 1, I __ 1 _ �L� 1.. 1_� � _ �, CU 2209 EA 250 , No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA e trio APPROVED BYi QQ,� DATEo CITY ENGINEER ,�'C..t.�.d�t+� RCEi 24 53 PLAN PREPARED RW RECOMM NDED ASL Consulting Engineers EARL T. 225 WEST HOSPITALITY LANE MWOARTHUR SUITE 206 SHEET 44532 SAN BERNARD I NO, CA 92408 a6-30-01 * _OF �Q OWF CAV E! L �'MA40DRAW I NG NO. _ R.C.E. NO. 44532 I h DATE FILE NO. V 0 w m > PROVIDE A 70A/2P CIRCUIT BREAKER o of IN THE EXISTING LOAD CENTER cn w ., w o I1/4 " C-3#4 + 1 #8 GND t I a ELECTRICAL OUTLET POWER E __.. DISTRIBUTION PANEL EO- 4 i w COCo q J0 Z w a w = I1/4 " C- 3#8- (CKT E04-J & CKT E04- ) - _ `_` . _. _. �_ U0 U f I + 2#8 (CKT E04 -2 & CKT E04 -4 ) t 1 #8 GND I1/4 " C-3#6 (CKT E04-5 & CKT ' E04 -7 ) - - o + 3#6 (CKT E04 -6 & CKT E04 -8 > _. w ! ELECTRICAL OUTLET rc - + 3#6 (CKT E04-9 & CKT E04 - 1 I ) , E O- 5 + 1 #6 GND , x w �- _ x '�' I1/4 " C- 3#8 (CKT EO 4 - 1 & CKT E04 -3 ) � ' �� ROUTE 66 x w + 3#8 (CKT E04 - 2 & CKT E04 - 4 ) � � � + I #8 GND ►f ' . w -C 3#8 (CKT E04 -2 & CKT E04 -4 ) M � ............. -E E- w - J --- E o Q - �E x Lf) I E04 - 1 E04 3 E04 - I _ -E E04 3 E04 -2 E04 - 4 E04 - 2 x w E04 - 4 _z _► 1112 " C-3#8 ( CKT E04- 5 & CKT E04 - 7 ) U + 3#8 (CKT E04 -6 & CKT E04 -8 ) + 3#8 (CKT E04 - 9 & CKT E04- 11 ) E04 - 1 E04 -3 E04 - I E04 - 3 E04 - 2 E04 - 2 E04 - 4 < + 1 #8 GND - a C O C z - M � - C nn 11 N �C W LL H H o C J - �Q W Li ELECTRICAL OUTLET PLAN z CO SCALE 1 : 200 rn ALL DIMENSIONS ARE IN EO - 3 w METERS UNLESS OTHERWISE SHOWN L FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME _> DFLTUSER FORM DC—OE-91—PF (REV. 3/88) 5174E 15 IN MILLIMETERS G�f� [ ILL Cu i 2209 EA 0 12501 - > . . . �pf��i 10�. ��Fi , No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA efric APPROVED BYo / , DATE, CITY ENGINEER _ (i RCEIl 24 53 ^ PLAN PREPARED B RECOW NDED ^ Sao +awe ASL Consulting Engineers O j EARL T. 225 WEST HOSPITALITY LANE — Z Lc) MOARTHUR SUITE 206 SHEET 6-302-01 SAN BERNARD I N0, CA 92408 OF RECEPTACLE +, ��� �' DRAWING NO. `` a cru /�t� R.C.E. N0. 44532 PROVIDE SAND IN NON-TRAFFIC AREAS. CV DATE FILE N0. SEE NOTE I FOR TRAFFIC AREAS. B I EO- 5 ' SNAP-T I TE " WATERPROOF 00 CONNECTOR OR EQUAL c 1 8 ' ( 450mm) ^ WIRE SERVICE LOOP (LOOP ENOUGH V) 0 WIRE TO EXTEND WIRE BUNDLE o ww E0_ 5 NON-PRESSURE LATERAL LINE. "_' 6" ( 1 50 mm) ABOVE GRADE w �, 2 " ( 50mm) bw go w a TYP ELECTRICAL OUTLET PULL BOX 0 � o w NOTE o I . PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD. NO. 020 24 " (61 cm) MIN. TO 36N (9. 1 cm) MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION. o � } w CO m Q DOUBLE STAKED TREE AND _J w w ELECTRICAL OUTLET DETAILrE'� TYPICAL CONDUIT TRENCH_j V) wao o NO SCALE NO SCALE — r � (500mm 60 Omm INTERIOR 560mm ( 22 " ) 50mm ( 2 ' ) BACKBOARD ~ LOAD rA 120 VOLT SPLICE 0 x o CENTER NO SCALE wx 0 36Orrfn -. > ELECTRICAL OUTLET TIME ( 14 4 ' > EO O POWER DISTRIBUTION CLOCK U') -- 810mm 910mm LIGHTING x ( 360 ) PANEL CONTACTOR ( 32M ) CAM LOCK 125mm 50iryn x ( 5 " ) 1(6N DOOR HANDLE 145mm ( 5 8 " ) I Omm 300mm ENCLOSURE ( 4 " ) ( 1 2 N ) PEDESTAL J B 3 'I Omm ( 3/8' ) D i a X 450mm ( 1 8 ' ) a ANCHOR BOLT W/ 1 OOmm ( 4 " ) TOE ° ° ° I f (TYPICAL 4 ) a d 0 U d Id d ° NOTES s d e d Idd ° I . ENCLOSURE SHALL BE CONSTRUCTED ENTIRELY OF 304 GRADE STAINLESS STEEL, ° a a d 0 0 0 INCLUDING THE BACKBOARD. DOOR SHALL BE EQUIPPED WITH A STAINLESS STEEL ° ° d d a ° PIANO HINGE, A 3-POINT LATCH AND A CONCEALED DOOR HANDLE. DOOR SHALL INCLUDE A CAMLOCK. ENCLOSURE SHALL BE A UL LISTED NEMA 3R ENCLOSURE. COPPER C X GROUND 10" ) # 16 9 300 ENCLOSURE SHALL SHALL BE STRONG BOX SB- 2455 WITH A 300mm ( 12 ' ) PEDESTAL (OPTION PED- 2455 ) COPPER CLAD GROUND ROD ( #4 0 125 ) # 16 0 300 2. PROVIDE A 300mm ( 1 ' ) FLUORESCENT LIGHT FIXTURE WITH DOOR SWITCH IN EACH CABINET. FRONT V I EW S IDE VIEW ( #4 1 ) 3. PROVIDE ONE GFI DUPLEX RECEPTACLE IN EACH CABINET. oc z - 4 . PROVIDE A 12 CIRCUIT LOAD CENTER. SEE PANEL SCHEDULES FOR RATING. B TYPICAL ENCLOSURE PAD ^ /11 N tl 5. PROVIDE A 30-AMP, 12 POLE ELECTRICALLY HELD LIGHTING CONTACTOR. NO SCALE oc wLL 6. PROVIDE AN INTERMATIC MODEL #V45471CR ASTRONOMIC MECHANICAL TIME oc CLOCK WITH 16 HOUR SPRING WOUND CARRY OVER. as w LL ELECTRICAL OUTLET POWER DISTRIBUTION PANEL ELECTRICAL OUTLET DETAILS E ZCO NO SCALE NO SCALE _ an I EO - 4 Of W V) �- LO J O FORM DC-OE-91-PF (RE FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERN_AME => RFLTUSER CU I nog EA 0 12501 3/88 5CAI_ E 1 5 I N M 1 I I ! MFTFR5 Y: _ - OGN I I LL => . . , \ph-)t 104. dtyi No. DESCRIPTION OF REVISION DATE APPROVED PRECAST CONCRETE BOX CONCRETE COVER 95% COMPACTION MARKED " LIGHTING" CITY OF RANCHO CUCAMONGA B A C K F I L L e•ric APPROVED BY, DATEI CITY ENGINEER RCEi 24953 FINISH GRADE PLAN PREPARED 1 RECOMMF.NDED aa*� ASL Consulting Engineers EARL T 225 WEST HOSPITALITY LANE 6 '�y UNDISTURBED AIcARTHUR SUITE 206 SHEET SOIL 44532 SAN BERNARD I NO, CA 92408 _ /� 2 2 5mm - : , • //\\ *�,�6-30-01 c of ( 9 " ) D i a Min / 'jF a CAV /� R.C.E. NO. 44532 DRAWING No. (V DATE FILE N0. O BACKFILL o : 009 o o 1 ao ^ Oo OOo O OOo TO IRRIGATION/METERING o w = O O �O CONTROL PANEL w — o O 0 o 0 o I I w o O 0 0 O Oo 96C °oo Oo o I I 0 o O �O O PEA GRAVEL r �o `� o TO ELECTRICAL I r OUTLET O o000 000 000 /\ O O O O CID Q o o \/////// /j// / UNDISTURBED SOIL ASTRONOMIC TIME CLOCK Z) Z Y TO ADJACENT ELECTRICAL OUTLET Q w i PULLBOX. SEE PLANS U0 U rB` ELECTRICAL OUTLET PULL BOX DETAIL LIGHTING CONTACTOR NO SCALE PROVIDE QUANTITY OF POLES x AS REQUIRED PLUS ONE SPARE � x � CI 0 x w x - 1 50mm (6" ) SQ. GFC I RECEPTACLE IN CAST IDENTIFY CIRCUIT NUMBER ( EO ) FDS BOX WITH A WEATHERPROOF Cl 1 o USING A VINYL , UV RESISTANT TAPE. WHILE- IN-USE COVER. COVER z LOCATE LABEL ON RECEPTACLE COVER, SHALL BE LOCKABLE AND SHALL 0 x INSIDE THE WEATHERPROOF COVER. CONFORM TO THE NATIONAL I w USE BRADY OR EQUAL. ELECTRICAL CODE ARTICLE 410- 57 ( 6 ) SEE PLANS I x I FOR QUANTITY x I " PVC-COATED CONDUIT I Cl WITH 2# 12 + 1 # 12 GND 0 I I 1. I . ROqUND EDGES I SEE PLANS FINISHED GRADE FOR QUANTITY o, 1 r/Il PROVIDE QUANTITY TO MATCH NUMBER OF TREE LIGHTING CIRCUITS INDICATED Z ON PANELBOARD SCHEDULE c_ p N _ 3000 PSI CONCRETE N v : 25mm ( I " ) PVC-COATED CONDUIT O o ' cD CAP CONDUIT A ELECTRICAL OUTLET CONTROL SCHEMATIC NO SCALE Oc Z _ TO ELECTRICAL OUTLET PULL BOX M II t� C W l� H H H H O C J _ as c ELECTRICAL OUTLET MOUNTING DETAIL <- NO SCALE ELECTRICAL OUTLET DETAILS 0 �- z CO NO SCALE 0 EO - 5 W � � I QLo 1-j O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME _> DFLTUSER CU 1 2209 EA 0 1250 FORM DC-OE-91-PF (REV. 3/88) — -- _ _�pI�2 I (jF. 1�fi - §17ALE ! IN la1 I L L I T E f?5 I�L _> . . . — - -- — - -- —- -- - - ; No. DESCRIPTION OF REVISION DATE CITY APPROVED _j. CITY OF RANCHO CUCAMONGA etric APPROVED BYs DATES _ CITY ENG I NEER RCEi -2_953 PLAN PREPARI RECOAAM NDED ASL Consulting Engineers EARL T. 225 WEST HOSPITALITY LANE !s<' McARTHUR SUITE 206 SHEET 44532 SAN BERNARD 1 NO, CA 92408 Exp 6-30-01 OF � of CAk ! /� lf�/�✓ R.C.E. NO. 44532 DRAWING NO. — � rJ DATE FILE NO. 0 W V) co > p LLI LLI 0 Ul W > Ld Q LLI F- Q " 0 Wm CO F- Q � JW IJj � Z Y U V) w 120/240 VOLTS 1 PH 3 WIRE PANEL : 10 4 ' BUILDING: - aw _ — — UD U MAIN BKR 70 A LUGS ONLY LOCATION: ELECTRICAL OUTLET CP (STA 39+7( ) MAIN BUS 100 A SOURCE: IRRIGATION/METERING PED MOUNTING: SURFACE NEUT. BUS ® GND BUS ® SHORT CIRCUIT RATING: 10,000 AMP SYM x VOLT-AMPS BKR BUS BKR VOLT-AMPS x DESCRIPTIONS � v � v � U) DESCRIPTIONS _ x OA OB cr � SZ PO � A B � SZ PO � E _j OA OB c� x TREE LTG (STA 40) 1440 4 20 1 1 1 2 20 1 4 1440 TREE LTG (STA 41) V) TREE LTG (STA 40) 1440 4 20 1 3 4 20 1 4 1440 TREE LTG (STA 41) w TREE LTG (STA 36 & 37) 1440 4 20 1 5 6 20 1 41 1 1440 1 TREE LTG (STA 36 & 37)) O TREE LTG (STA 36 &37) 1440 4 20 1 7 8 20 1 41 1440 TREE LTG (STA 36 & 37) Z X TREE LTG (STA 36 & 37) 720 2 20 1 1 9 10 20 1 SPARE x TREE LTG (STA 36) 720 2 20 1 11 12 1 20 1 ill 1 100 LIGHTING CONTROLS ww x VOLT-AMPS > 2600 2600 > TOTAL VOLT-AMPS < 2880 1 2980 1 < VOLT-AMPS x OA OB CALCULATED LOAD WITH LCL VOLT AMPS AMPS TOTAL CONNECTED VOLT-AMPS: 11060 CONNECTED LOAD: 11060 46 TOTAL CONNECTED LOAD AMPS: 46 5480 5580 LCL = 0 X .25 = 2902 12 DESIGN LOAD 13962 1 58 rn rn rn 0 z M n M w H O J a w a PANEL SCHEDULE NO SCALE I > � EO - 6 W u - � 1 J c FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME _> DFLTUSER FORM DC—OF-91—PF (REV. 3/88) 5C A I_€ I $ IN M I .1. I MI`T LR S l I I I j C U 1 2?0 9 EA 012501 -- ---- - - — - _.. ---- ---. -- --- - - - - - -- -- Nd I L . . . C,r12 t Un KILOM TER HEE11 TOTAL LEGEND : D I S COUNTY ROUTE TOTAL PROJECT S No SHEETS BB 14 353 EB 8 SBd 66 KPB. 27/KP I 1 . 51 lO PAINT ' DEER CREEK BRIDGE ' AND " BRIDGE NO. 54 - 646 ' . 14 COLD PLANE TO 100 AND AC OVERLAY I N A PLANS * . MEASURED ALONG � 125 MAXIMUM SEE ' ROAD ORIGINAL 2 MATCH EXISTING PROFILE GRADE AND CROSS SLOPE. PROVIDE UNIFORM CROSS SLOPE. is FOOTHILL BLVD FEssio ao ON e fric q GROUND REGISTER D CIVIL ENGI EER O3 TEMPORARY RA I L I NG TYPE K. 15 REPLACE EXISTING JOINT SEAL WITH APPROV60 6Y: DAN I EL J. `yam O E I N CITY NGlhi� NOVAK �t Z TYPE A SEAL SEE ABUTMENT DETA ILS W 1"^ 4 REMOVE METAL BEAM RAILINGS. N ac - - - - - O N0. 3 SHEET. No, 297e' PLANS APPR VA 0 DAT - - Ex . 6 03 00 FG FG 5 CLOSURE POUR. p I O POINT OF MINIMUM VERTICAL CLEARANCE AT WIDENING. s CITY OF RANCHO CUCAMONGA �- - - - - - - �qr �(ICT - - I - - I CIVIC CENTER I F 0500 C C CE ER DRIVE PO BOX 807 � 6 CONCRETE BARRIER TYPE 26 (MODIFIED ) WITH TYPE 7 of cA� _=1 -= O - DENOTES EXISTING STRUCTURE. NOTE: - CHAINLINK RAIL AND EXTERIOR ARCHITECTURAL TREATMENT. RANCHO CUCAMONGA, CA 91729 ABUT 2 EXIST C. I . D. H. EXISTING CHANNEL ABUT I DENOTES NEW STRUCTURE. WALLS TO REMAIN CONCRETE PILES O NEW MEDIAN. g Engineers ASL Consulting 4 800 STEEL HP BEYOND. SPECIFIED � DENOTES DIRECTION OF TRAFFIC. ONE JENNER STREET, STE. 200 CLR PILES TIP ELEV. =357. 530 M 5 AC OVERLAY WITH DECK SEAL WATERPROOFING 8 0 C IRVINE CA 92618 DATUM ELEV O 355. 000 DENOTES WATER FLOW. + �, 9 2 - 53C ELECTRICAL CONDUITS The State of Callfornla or Its officers or agents shall 39 50 O �� --�- HIGH WATER ELEV. =3 6 4 . 9 0 SEE " FOUNDATION PLAN" not be responsl ble for the accuracy or completeness of SCE OVERHEAD POWERLINE TO BE RELOCATED PRIOR� 10 C electronic copies of this pion sheet. ELEVATION Q O cv TO CONSTRUCTION (TW) ELEVATION AT TOP OF WALL - 200 � "� UTILITY OPENINGS FOOTHILL BLVD II FUTURE UTIL NGS t� a O ( FL ) ELEVATION AT FLOW LINE � �� I c„ o 1 2 EXISTING CHAINLINK FENCE I O 36 300 �4� ti 1. 3 FIXTURE 305mm WATER CUCAMONGA WATER WIDENING 3 855 I O DISTRICT AND VARIES 20 220 ± EXISTING I WIDENING 12 225 AND VARIES 4 � 12 I _ 12 4 2 100 13 900 4 300 & VAR 13 900 2 100 10 MEDIAN EX 1 ST RCP 1 155 & 7 400 ± 4 488 ± 1 7 940 ± f VARIES `'�� 300 I 80 95± I 5 ± 9 525 AND VARIES 1 80 300 -� 5 14 2 5 9 2 5 v 00 EXIST A37 3 2 500 LINE P R O F I L E 1 2 15 0 GRADE 5 9 & VA 15 � �� I V 6 3 14 7 1 14 4 I I 6 2 4 g 2 TO UPLAND ' ''" l r I - I N% 1 I I i O �- r FOOTH I L 39 + 45. 50 C, G - - - 24 40- 00 r DEER CREEK 16+ 79� 42 ± _ - _ M BB 9+ 38,.- 428 ± -- -- BC 6 +82. 500 240 42 , 02 ' - 9 FUTURE r __ ELE 367. 162 ± / / 1 CIP/PS EXISTING UTILITY / .__... -- -- - 13 SLAB PRECAST PRESTRESSED - OPENINGS 6 ROFILE EXISTING K UN S CIP/PS S880 45 ' I NE - r _ DE LINE UTILITIES TYP I CAL SECT I ON SLAB _ , TO REMAIN O I = 100 40+00 S86° 52 ' 40' E BC 39 + 9. 090 r, 1 1_. r PILE DATA EB 39+ 52 781 ± I - - I EC 89+ 84. 654 STEEL PILE HP 250x85 (HP 1 Ox57 ) (625 KN) ELEV 367 1 ` 7 INDEX TO PLANS - � SIDE WIDENING r; Y •,, , �., �•.� � NORTH H T SAN BERNA 1" _ I GENERAL PLAN BOTTOM OF DESIGN NOMINAL RESISTANCE DESIGN SPECIFIED a� --..._ ,'..: , ` �;: ,: i, 'i • �% -,, r � %'' ;� � �• 11 , � _hT�'= ��..�=.---------_.-�..._.._. SUPPORT PILE CAP LOADING TIP TIP 2 FOUNDATION PLAN LOCATION ELEVATION ( SERV ICE ) COMPRESSION TENSION ELEVATION ELEVATION / 1 _ (m) (kN ) (m) (m) 3 ABUTMENT DETAILS NO. - 361 . 650 500 1000 0 + 350. 7 ( 1 ) ; + 354 . 1 ( 2 ) 350. 7 i. -- -_-- 4 ABUTMENT DETAILS NO. 2 ABUTMENT I 350. 6 ( i ) � ABUTMENT 2 361 . 040 550 1100 0 + + 354 . I ( 2 ) 350. 6 �:- - 5 ABUTMENT DETAILS NO. 3 ' 12 o SOUTH SIDE WIDENING _� 6 TYP I CAL SECTION I ;,_ � J ., r , . ,., ; cv NOMINAL RESISTANCE 7 LONGITUDINAL SECTION DESIGN SPECIFIED I E BOTTOM OF DESIGN ESIG ECIF SUPPORT PILE CAP LOADING TIP TIP LOCATION ELEVATION ( SERVICE ) ELEVATION ELEVATION 12 8 LOG OF TEST BORING -COMPRESSION TENSION CURVE DATA (m) (kN ) (m) (m) • • EC 16+ 16 653 EXIST. CHANNEL WALLS N N ,=" TO REMAIN 9 AS BUILT LOG OF TEST BORING o O O ABUTMENT 1 361 . 650 605 1 2 1 0 0 + 350. 5 ( 1 > i + 354 . 1 ( 2 ) 350. 5 PLAN NOTE= I = 200 R = 2000m± R = 304 . 8m± FOR GENERAL NOTES, SEE FOUNDAT I ON PLAN ABUTMENT 2 361 • 650 620 1 240 0 + 350. 1 ( 1 ) ; + 354 . 1 ( 2 ) 350. 1 0 = I ' 52 ' 42 " ± = 12° 22 ' 40 ' ± ' g NOTE , NOTE: DESIGN TIP ELEVATION IS CONTROLLED BY THE FOLLOWING DEMANDS: ( 1 ) COMPRESSION: ( 2 ) LATERAL THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD T = 32. 785mt T = 33. 052mt ALL DIMENSIONS SHOWN ARE IN MILLIMETERS DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL . L = 65. 564mt L = 65. 847m± UNLESS OTHERWISE SHOWN. • w BY CHECKED LOAD FACTOR LIVE LOADING: HS20-44 AND ALTERNATIVE BRIDGE N0. W Earl Seaberg �- DESIGN J . FONTAM I L LAS D. KUANG DESIGN AND PERMIT DESIGN LOAD PREPARED FOR THE DEER CREEK BRIDGE WIDENING N w DESIGN OVERSIGHTi BY J . R O B L E S CHECKED D. BY CHECKED Donlel J.Novak 5 4 - 6 4 6 DETAILS KUANG LAYOUT J . FONTAM I LLAS D. KUANG STATE OF CALIFORNIA PROJECT ENGINEER KP/PM g ; SIGNOWDATE 26 t�� QUANTITIES BY J . FONTAM I LLAS ` �`ED J . L I ZARDE SPECIFICATIONS " D. KUANG PLANCOMPPAARED�CS D. NOVAK DEPARTMENT OF TRANSPORTATION I I . 6/7 . 2 GENERAL PLAN m REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF B ORIGINAL SCALE IN MILLIMETERS CU 08-800 DISREGARD PRINTS BEARING FOR REDUCED PLANS 0 1 2 3 :] EA 472800 EARLIER REVISION DATES -N- I/ 9 2/ 9 4/ 9 T/ 9 T/ 9 9/ 9 9/24/99 ! ZFAOt[24.1] STANDARD.2CL GENPLN (REV. 1/90) jOWC NO. l" v� DIS COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 1 8 SBd 66 KP8. 27/KP I I . 51 it ULY 1995 '- SCE OVERHEAD / STANDARD PLANS DATED J POWERL I NES -rn � :,� 1 � , a E Lrac o.�-E C� w l / QR �Nq SHEET NO= T I TLE= t R ;��� / : � efl'f�' REGISTERED V ENG I ER OFESSI 1 1 P��o+ 't•� / ,'/ - + APPROVED 5Y: � ./ DANI EL J. Ge)N iIts cnh h cITY 6I4 � W NOVAK A I OA ABBREVIATIONS ' 1 , ,/ � / / 0 -;� No. 2978 1 A I OB SYMBOLS - % /� ,,!� �� / � ; . PLANS APPROVAL DATE p 6-03-00 f , / Exp. A62C LIMITS OF PAYMENT FOR EXCAVATION AND co ;�' �`= %/ �co ASL Consulting Engineers neers 36;1 . 650 i / �Q 36 I . 040 / ,' 9 4lF�UCT BACKFILL BRIDGE ONE JENNER STREET, STE. 200 of C►►�� BO- 3 BRIDGE DETAILS I RV I NE, CA 9261 8 BO- 5 BRIDGE DETAILS � S$8' 12 ' 05 " E �� '\ ''� ti ' WWLOL r It officers or agents shall O o The State of Callfornla o s g B 0- 1 3 BRIDGE DETAILS / ti ` �' /o /! S 8 7° 4 7 ' 2 7 " t be res nsl bl e for the accuro or completeness of - RATING NG = 50 ) �--= + f � ,;• � � /� ti E no po cY B6 21 JOINT SEALS (MAXIMUM MOVEMENT I i f. �<v/�, electronic copies of this plan sheet. B7 - 10 UTILITY OPENING p ' ' / 1 - _ __ r -.1 f-�- / `j \y ` I ` --- - LOAD FACTOR DESIGN �,� ti GENERAL NOTES L BS - 5 CAST- IN-PLACE PRESTRESSED GIRDER DETAILSti i ; B I I - 54 CONCRETE BARRIER TYPE 26 : _� y1 ti / ' ti L - = - , _ DESIGN BRIO• : GE DESIGN SPECIFICATIONS ,' I I ._ .�.;.�...�_.._.__..._.. .._ ..- _..'._.._ .. S AND / ( 1983 AASHTO WITH INTERIM SHEET NO. REVISIONS BY CALTRANS ) STANDARD PLAN � _ '' '' / RCP FUTURE EXIST R DEAD LOAD, INCLUDES 1676 Pa FOR DETAIL N0. 361 . 800 � , Lv10'- WEARING SURFACE. L : - 4 AND ALTERNATIVE LIVE LOAD HS20 4 AND PERMIT DESIGN LOAD. � 36 I . 800 SEISMIC LOADING= ATC - 32 FIGURE R3- 8 , SOIL TYPE D, 0. 7g SITE IS WITHIN 2 MILES OF FAULT, . -_ -- --- - - THEREFORE INCREASE SPECTRAL -- ----- --- / - It ACCELERATION BY 20% ' REINFORCED CONCRETE / fy _ f ' t t re) , ; _ ,-- . ----------- ._.___ - _. / c = 28 MPa ( supers ruc u , FOOTHILL 39+45. 50 ± - - - - . --- - -- -- -- -- 22 . 4 MPa ( substructure ) DEER K 16+ _ _ _l / !79 42 n � CR E ; / / _ PRESTRESSED CONCRETE:f L � -- - FOR ' PRESTRESSING NOTES" , SEE BRIG ABUT I / " LONGITUDINAL SECTION SHEET. 39+ 38. 523 - S88° 45 ' 42 " E FOOTH ILL - _ - 39+50 S86° BRG ABUT 2 HYDROLOGIC SUMMARY 39+52. 689 _ .. / - ' t- / -- DESIGN FLOOD BASE FLOOD 1 / -�--- - "-� FREQUENCY (YEARS ) STANDARD PROJECT FLOOD 100 y }r. / ! ti - - - - - - - % �'t -,?� DISCHARGE (CUBIC METERS 350 [ 1 2500 CFS ] 270 [ 9500 CFS ] i ` [ FEET ] PER SECOND) / ti / / ti ; WATER SURFACE ( ELEVATION 364. 900 m ( 1 1 97. 2 ) 364 . 300 m ( 1 195 . 2 ) AT BRIDGE) f BENCH MAR -- / / LEGEND : SAN BERNARDINO COUNTY VERTICAL CONTROL -NGVD29 1982 SBCO SURVEYOR DENOTES STEEL HP PILE. NOT ALL PILES SHOWN SPSN-0I 117 ELEVATION 367. 9160 m DENOTES BOTTOM OF PILE CAP IN RND. HEAD BOLT IN CONRETE CURB STAMPED / :;.;� INDICATES EXISTING STRUCTURE " " � SB CO BM 01117 RECOVERY NOTE BY SAN BERNARDINO / ;'�; % / y ' �" t; ;�, COUNTY SURVEY 1988 LOCATED 5 MILES NORTHEAST FROM THE DENOTES WATER FLOW. CITY OF ONTAR 10, AT THE SOUTHWEST CORNER OF FOOTHILL BLVD AND HERMOSA AVE, I ft WEST OF WEST END OF CURB RETURN. XX. XX DENOTES EXISTING BOTTOM OF — { PILE C A P WWLOL - ti / '� t, 1035 ELEVATION 368. 20 S88° 1 2 ' 05 " E '�' WWLOL / ti // ti S87° 47 ' - - 7W SPIKE & WASHER RCE (REGISTERED N23° 2 I ' 08" E ! N23° 47 ' 48 ' E NW COR. SEC 12 T I S R —�� CIVIL ENGINEER ) 1 481 4 BASED ON S. B. B & M ( SAN BERNARDINO BASE & MERIDIAN ) I 361 650 PLAN 1 / , f, 361 . 650 �., • NOTE = 1 = 100 DIMENSIONS SHOWN ARE IN MILLIMETERS THE CONTRACTOR SHALL VERIFY LL CONTROLL I N0 ,1-F-1 ELD. y .' µ ALL UNLESS OTHERWISE SHOWN. DIMENSIONS BEFORE -ORDERING QR FABR I CAT I NG' ANY MATER;I�AL° DRAWN BYJ . FONTAMILLAS DESIGN BY J . FONTAMILLAS CWCKEDD. KUANG PREPARED FOR THE BRIDGE No. DEER CREEK BRIDGE WIDENING • PHOTOGRAMMETRY AS OF: 8/9 8 5 4 6 4 6 • Donle/ J.Novok •�, DESIGN OVERSIGHT, _ BY DETAILS BYJ , ROBLES DETAILS BY J . ROBLES CHECKEDD. KUANG STATE OF CALIFORNIAPROJECT ENGINEER KP/PM �' SURVEYED ASL SURVEY BY BY CHECKED RTMENT OF TRANSPORTATION 1 1 . 6/7 . 2 FOUNDATION PLAN SO"F DATE �, �4 �tSt [FIELD CHECKED BY ASL SURVEY CHECKED D. KUANG QUANTITIES J , FONTAM I LLAS DEPARTMENT a o ORIGINAL SCALE IN MILLIMETERS CU O&� DISREGARD PRINTS BEARING —i I/ 9 ,/ 9E�ISIO9 DATES (PRELIMINARY STAGE ONLY) SHEET O J a g FOR REDUCED PLANS 0 1 2 3 EA 4TZ601 EARLIER REVISION DATES �/i Dw� ND- 170q ZFAOi[24.1] STANDARD.2CL GENPLN (REV. 1/90) _ 1 DIS COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS WWLOL SEE " WING WALL CONCRETE REMOVAL DETAIL " � FOOTHILL BLVD LIMIT OF ON ABUTMENT DETAILS NO. 3 SHEET SEE DETAIL A 0 ` ; -,, WWLOL TYPE 26 8T SBd 66 KP8. 27/KP I I . 51 " ABUTMENT DETAILS \ \ __.. : NO. 2 " SHEET v LIMIT OF \ � ` MODIFIED TYPE 26 \ ELAST\ BARRIER @trfC REG I STERE c v I ENG I ER ELASTOMERIC BEARING O�IERIC BEARING MODIFIED �� ` PAD 305mm x 305mm �_, APPROVED BY' ,` DAN I EL J. PAD 3 0 5mm x 3 0 5mm GTY GN61 h�f� � BARRIER x 25mm ( TOTAL 2 ) A W NOVAK s x 25mm ( TOTAL 5 ) \ \ 2978 -0 PLANS APPROVAL DATE No. Exp. 6-03-00 � ASL Consulting Engineers vcT P���r ONE JENNER STREET , STE. 200 rF OF ca\��°� I \ - IRVINE, CA 92618 � RIGHT t____.. � .. � ___..- LEFT The State of Coll f ornl o or Its of f I cers or agents shall ABUTMENT -- ABUTMENT - ------ NOTES not be responsl ble for the accuracy or completeness of 1 - \- - - electronic coples of this plan sheet. I \ I \ - - � I I - 1 . ALL DIMENSIONS SHOWN AR E IN MILLIMETERS E ERS UNLESS I I \ I I NOTED OTHERW I SE. 328 I 1 356 I - I I ( I 2. HORIZONTAL DIMENSIONS ARE MEASURED ALONG C BEARING 505 4 2 900 - II 600 I 2 550 500 OF WIDENING UNLESS NOTED OTHERWISE. WIN 13 250 490± I 15 814 ± 4 255 ABUTMENT I PLAN 658 X 330 FUTURE B7-10 406� OPENING FOR B7-10 UTILITY OPENING �-4 FUTURE UTILITY U-4 EXPANDED rBO13 1 = 50 LEGEND ° POLYSTYRENE 13-1 EXPANDED rBO-13 _.- _ __. ..._ ._____ .... _ . ._.___ __ __ POLYSTYRENE 13-1 I INDICATES VERTICAL PILE I : 460 WEEPHOLE INDICATES 113 BATTERED PILE - -3\--WEEPHOLE ��WEEPHOLE -- INDICATES EXISTING STRUCTURE 305 BRIG PAD 305 # 16 E2 450 LRALLEL DRILL ABUTMENT # 16 —� Q 450 � `� DOWELSANNT0o25D5 TO � BRG BACKWALL DRILL AND BOND DEEP HOLES SEE " STEEL PILE ANCHOR DETAIL " ON DOWELS INTO 255 3 " ABUTMENT DETAILS NO. 3 ' SHEET DEEP HOLES I F ( TYP ) ( TOTAL 16 ) ABUT BRIG & \ ( TOTAL 16 ) BRIG PAD cc) -110 305 NOTE= # 16 —� DRILL \ 00 NOT ALL PILES SHOWN E E V A T I ON AND BOND DOWELS - I WWLOL INTO 255 DEEP HOLES SEE " WING WALL CONCRETE REMOVAL DETAIL " 1 � 50 � \ ON ABUTMENT DETAILS NO. 3 SHEET - FAB RIC REINFORCED ELASTOMERIC . , � ; FOOTHILL BLVD. WWLOL 13 260 \ ` BEARING PAD, SEE ABUTMENT PLAN ` \ q '455 & SPECIFICATION 46 = ` BEARING PAD 5 � 2 466 12 330 \ 465 \ DETAILS la � 380 2 � 1830 - � 660 380 # 16 DRI L� I I NO SCALE & BOND DOWELS I I I TOTAL 28 \ LEVEL 14GA. GALVANIZED I \ I � SHEET METAL . 1 I FOOTING ) ,\ �\ \ (� GIRDER & — 1 COAT TOP OF PAD WITH BRIG PAD /5 0 50 SILICONE GREASE p __.__ __-__---__.__._ ___� �\ 1 _C ; - - BRG P A D PILES - RIGHT \ I - - - - - - - - - - - - - - - - \ \ C 1 \ LEFT - - - - - - - o ABUTMENT ABUTMEN T T0') CID CV0 c EXPANDED POLYSTYRENE SAME THICKNESS AS 13-1 » - - - - - - - - - - - - - - - - - ZD CBEARING PAD C w — . M wz I \ wa I • z SECTION A — A • � 46� 6 2 055 = 12 330 �65 22 304 ± 2 Q 1830 = 3 660 380 • LE • � K m 0 NO SCALE NOTE : FOOT I NG PLAN 380 THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD ALL DIMENSIONS SHOWN ARE IN MILLIMETERS » DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL . I = 50 w w UNLESS OTHERWISE SHOWN. w w w w • w w • w w w • w Ear i Seaberg DESIGN By J . FONTAM I LLAS ` CKED D. KUANG PREPARED FOR THE BRIDGE NO. o DESIGN OVERSIGHTS BY CHECKED Danlel J.Novak 5 4 - 6 4 6 DEER CREEK BRIDGE WIDENING DETAILS J . ROBLES D. KUANG � STATE OF CALIFORNIA PROJECT ENGINEER KP/PM � S�=PR-. Z�� l�►SS SIGNOFF DATE QUANTITIES ar J . FONTAM I LLAS CHECKED J . L I ZARDE DEPARTMENT OF TRANSPORTATION � , 6/7 , 2 ABUTMENT DETAILS N0 . 1 g c o o + ORIGINAL SCALE IN MILLIMETERS T CU 08-800 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 I 2 3 EA 472800 EARLIER REVISION DATES 1/ 9/09/99 3 9 ZFA0eC12'4,13 STANDARD.2CL GENPLN (REV. I/90) No. 1709 D I ST COUNTY ROUTE KILOMETER POST SHEE TOTAL TOTAL PROJECT No SHEETS �_ FOOTHILL BLVD WWLOL LIMITS OF 8 SBd 66 IKP8. 27/KPII . 51 WWLOL SEE DETAIL A µ TYPE 26 SEE " WING WALL CONCRETE REMOVAL DETAIL " MODIFIED SEE " WING WALL ON ABUTMENT DETAILS NO. 3 SHEET BARRIER = etric REG I STERE C VIL LNG I VEER CONCRETE REMOVAL F " N ABUTMENT DAN I EL J. ELASTOMER I C BEARING Ta cpN°c�°�t - _ DETAIL 0 �, '' \ � PAD 305mm x 305mm W NOVAK � DETAILS NO. 3 SHEET ELASTOMER I C BEARING A No. mm x 305rr1m x 25mm ( TOTAL 5 ) 10 PLANS APPROVAL DAT 2978 PAD 30 � Exp. 6-03-00 x 25mm ( TOTAL 2 ) ASL Consulting Eng 1 neers souC T ONE JENNER STREET, STE. 200 4lF 0F IrA�\E°� I RV I NE, CA 92618 - - - - --- -- - --- - - /--� RIGHT The State of Callfornlo or Its officers or agents shall LEFT - ' _ _ _ _ _ _ ' -- - - - - - - - - - - - - - - - not be responsible for the accuracy or completeness of � - - _ ABUTMENT ABUTMENT '� - - _ _ _ electronic coples of this plan sheet. I _ _ _ I � __ __ ._ / I0 I NOTES I I I . ALL DIMENSIONS SHOWN ARE IN MILLIMETERS UNLESS NOTED OTHERWISE. 2. HORIZONTAL DIMENSIONS ARE MEASURED ALONG C BEARING 335 I I I I I I I 590 L I - I OF WIDENING UNLESS NOTED OTHERWISE.4 Q 2 895 - 11 580 510 505 2 490 I 4 220 6 375 ± 16 008 ± 13 300 LEGEND I INDICATES VERTICAL PILE ABUTMENT 2 PLAN rBO13 658 X 330 FUTURE B7-10 1 1 50 4060 OPENING FOR B0—� 3 INDICATES 1 : 3 BATTERED PILE EXPANDED UTILITY OPENING u-a EXPANDED rBO13 FUTURE UTILITY 13-� POLYSTYRENE POLYSTYRENE - - - INDICATES EXISTING STRUCTURE 460 WEEPHOLE 305 305 # 16 �— Q 450 3 # 16 �— 450 WEEPHOLE WEEPHOLE , # 16 DR I LL AND DRILL AND BOND ( TYP ) DRILL AND BOND BOND DOWELS DOWELS INTO 255 DOWELS INTO 255 DEEP HOLES ( TOTAL 14 ) DEEP HOLES �- ( TOTAL 14 ) " PILE ANCHOR DETAIL ' ON \� EXIST ABUTMENT SEE STEEL / e\ " SHEET ABUTMENT DETAILS NO. 3 " ` +I l In Ln RCP OPENING _ _-� _ -_ -�._--- -. _. _ _ _ _ _ �_ B R G SEE DETAIL " B " ON W I DEN. " ABUTMENT DETAILS _--; .� N 0. 3 ' SHEET 305 305 # 1 6 � DRILL AND # 16 �- DRILL AND NOTE: -� ui BOND DOWELS INTO BOND DOWELS INTO ALL PILES NOT SHOWN NOTE: U-) 255 DEEP HOLES 255 HOLESAL ) ELEVATION SOUTH WIDENING ABUTMENT I -- CL RCP I : 50 SHOWN, OTHERS SIMILAR. WWLOL ABOVE ^� FOOTHILL �BLVD WWLOL - DETAIL A SEE " WING WALL CONCRETE REMOVAL DETAIL " ON ABUTMENT DETAILS NO. 3 SHEET NO SCALE 4 010 ` 13 660 PILE 60* I *25�co� TOT 2 460 ` 'I 740 1 500 \ 310 # 1 6 ` 380 5 In 2 580 = 12 900 380 DRILL ,AND BOND ` PILES I o I , � \ o 0 Qo M 00 — — — — — — — — — — — \IIT Q &0\40"z§z — — — — — I LEFT _ _ ._. . - - - - _ _ _ - - - - - - - - - - - - - - -� RIGHT 6' 13 0 � - - - ABUTMENT - ABUTMENT o50rrm jo HOLES Go HOLE - - - - - - - - - - - o w w ` Q0 w • w W STEEL PILE ANCHOR DETAIL 'sa 68 1 305 1 935 2 383 ± 6 0 2150 = 12 900 380 I = 20 8 =.• o NOTEs 310 FOOTING PLAN THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD 1 : 50 ALL DIMENSIONS SHOWN ARE IN MILLIMETERS ? � DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. UNLESS OTHERWISE SHOWN. . w �4J DESIGN BY J . FONTAM I LLAS ` CKED D. KUANG PREPARED FOR THE BRIDGE N0. = M Earl Seaberg DonielJ.Novok 54- 646 DEER CREEK BRIDGE WIDENING W DESIGN DVERSIGHT� BY CHECKED DETAILS J . ROBLES D. KUANG T ENGINEER P/PM a PROJECT K STATE OF CALIFORNIA s O SIGNOFF DATE QUANTITIES �$' l9 4°� QUANTITIES aY J . FONTAM I LLAS ` CKED J . L I ZARDE DEPARTMENT OF TRANSPORTATION ( , 6/7 . 2 ABUTMENT DETAILS N 0 . 2 o + ORIGINAL SCALE IN MILLIMETERS CU 08-80O DISREGARD PRINTS BEARING U. REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 EA 472800 EARLIER REVISION DATES I/ 9 �/ 9 7/ 9 9/09/99 -T- 4 9 ,oWi6 No. 1709 ZFAOi[24.1] STANDARD.2CL GENPLN (REV. 1/90) DIS COUNTY ROUTE KILOMETER POST SHEE TOTAL TOTAL PROJECT No SHEETS JO I NT SEAL " a" 8 SBd 66 KP8. 27/KP I I . 51 � BRG ABUT �_ . BB OR EB NOTE �� a, DOWEL NOT SHOWN NOTE: BRG ABUT I =_ 0 CLARITY etric rB6-21 I 380 FOR BARRIER NOT SHOWN 250 At'fRRpVEsY RE c v i L EDJc I N R J. I DANIEL J JOINT SEAL FOR CLARITY c1TY �� ��- �Q NOVAK 23 TYPE A 305 EXPANDED POLYSTYRENE I = No, 2978 (MR = 1 3 ) FULL 2- # 1 6 I WIDTH OF BRIDGE I PLANS APPROVAL DAT 0 6-03-00 � 1 3 U 0 4 5 5 Exp. # 16 305 I SUPERSTRUCTURE # I SEAT ASL Consulting t i ng Engineers neers '�4suCT PLACE BACKWALL ONE JENNER STREET , STE. 200 F of Ca���°� AFTERPRESTRESSING ! `�' I IRVINE, CA 92618 IS COMPLETED # 13 TOT 6 OG/FG rn o • �n The State of Californla or Its officers or agents shall 2- #2 9 —� not be responsible for the accuracy or completeness of 305 CONSTRUCTION JOINT — • Bo-13 5 #2 2 electronic copies of this plan sheet. GEOCOMPOSITE EXPANDED POLYSTYRENE • 13-1 DRAIN SEE DRAINAGE 5 - #22 #29 0 305 DETAIL # 16 F7 c 300 , # 16 c 305 # 13 455 INSIDE FACE I OUTSIDE FACE I # 16 @ 200 # 16 c 305 # 16 c 450 ABUT REINF #22 Q 230 I REMOVE AC AS # 13 TOTAL 4 SECTION A — A # 16 c 305 I EXIST CHANNEL REQUIRED TO 1 : 25 II PLACE JOINT SEAL 01 QO I I 1 NEW AC I • o o I �____. .- - O V E R TYPE + # 1 3 U # 13 U CD J rn 3 I _ _ .__ JOINT SEAL I U — I I # 13 ABUTMENT REINFORCEMENT #22 Q 230 , # 16 CONT c 305 NOTE, I ABUTMENT I SHOWN ABUTMENT 2 SIMILAR ,\ # 13 I 00- . ABUTMENT WINGWALL TYPICAL ABUTMENT SECTION OVERLAY AND EXISTING LESS (H—�21 I : 50 P ---� — 1 : 50 TYPE A THAN 125 _ P - - --` TYPE A JOINT SEAL TYPICAL TYPE A SEAL BRIG ABUT I ABUTMENT WINGWALL / BAC KWALL DETAILS I : 10o I NTS 380 380 422 265 WINGWALL CONCRETE REMOVAL 760t I rn TOTAL 8 AT EACH NORTH Geocomposite drain T. , I ADDITIONAL VERTICAL 860t SKEWED OPENING FOR ro ABUTMENT AND TOTAL 16 AT EACH o +1 - - -� -- - i EXIST 61 Ot RCP — SOUTH ABUTMENT. DOWELS TO o o BARS EACH SIDE OF BE SPACED NO LESS THAN 100 — �o ' = %�':'�= <� %`� '- ! �'='��a Il - OPENING TO EQUAL Filter fabric d I I HALF OF THE TOTAL o a I VERTICAL BARS CUT 0 100 mm Plastic pipe o O NOTE: M I I EXISTING RCP TO BE ( Slotted) G ! REMOVED AND REPLACED. 0 TPB � I ' PROTECT CONECTION 44 TO CHANNEL WALL 00 o I I i IN PLACE 1 � _ Drainage pad I I (M i nor concrete) n) 1 0 0 Abutment footing L I I PVC SLEEVE FILL WITH EXPANDED a I POLYSTYRENE as ' _ "- -- - -- ; TOP OF FOOTING a I 4 4 dA ABUTMENT STEM ° I REINFORCEMENTS NOTE: w w ABUTMENT DOWEL DETAILS ABUTMENT I SHOWN ABUTMENT 2 SIMILAR w » D E T A I L 11 50 THICK POLYSTYRENE � W 1 : 20 AROUND RCP THROUGH = � DRAINAGE DETAILS WINGWALL CONCRETE REMOVAL DETAIL 1 = 20 ABUTMENT WALL . o g NOTE = N. T. S. NTS ALL DIMENSIONS SHOWN ARE IN MILLIMETERS w L CO NTROLLING TROLLING FIELD UNLESS OTHERWISE SHOWN. » » . THE CONTRACTOR SHALL VERIFY AL w » DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL . w BRIDGE N0. w » BY CHECKED DEER CREEK BRIDGE WIDENING » » DESIGN J . FONTAM I LLA S D. KUANG PREPARED FOR THE _ J.Novok 54 646 u w Daniel ,,. Earl Seaber in » E g BY c1ECKE0 P/PM = M T TAILS ES D. KUANG CALIFORNIAKDESIGN OVERSIGH s DE J . R0BL STATE OF PROJECT ENGINEER � W ENT DETA I LS N0 . 3 Sion. Zc, I t QUANTITIES BY J . FONTAM I LLAS CHECKED J . L I ZARDE DEPARTMENT OF TRANSPORTATION ! ! • 6/7 . 2 ABUTMENT m c SIGNOFF DATE Q$ $QQ DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF CU 9 o ORIGINAL SCALE IN MILLIMETERS —� 9 9/24/99 5 I 2 3 72800EARLIER REVISION DATES I/ 9 4/ 9t�b mo FOR REDUCED PLANS 0 FA 4 o a D WG. NO 1709 ZFAOiC24,13 STANDARD.2CL GENPLN (REV. 1/90) D I ST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 3 815 TO 3 855 .�LEGEND � 8 SBd 66 KP8. 27/KP I I . 51 lO VARIES 6 1 0 ± TO 650 ± . - I + r� .� 3 205 O 20 220 _ EXISTING aoFEssroN O SEE CLOSURE POUR DETAIL . etric REGISTERED C V I F,NG I NEER Q APPRDVEp DAN I EL J. • , .. ;::; _. ; , CITY E tt*'NEEJZ cn + O3 MATCH EXISTING SLOPE & PROFILE GRADE. W NOVAK 300 I 800 I I05 O I4 295 _ AND � 2978 No. VARIES I 4 VARIES 600 ± TO 650 ± PLANS APPROVAL DATE o. ro-03-00 TYPE 7 CHAIN I ASL Consulting Engineers � O5 EXISTING AC OVERLAY VARIES ( 1 25 MAX ) COLD PLANE 100 MAX OR TO ONE JENNER STREET, STE. 200 4lel UCT LINK RAIL I FINISH OF EXISTING BRIDGE DECK. OVERLAY 20 TO 50 TO PROVIDE of C # 16 c 300 � FOOTHILL BLVD. UNIFORM CROSS SLOPE. FINISH AC PAVING MUST BE LESS THE 125. IRVINE, CA 92618 # 16 X 1830 ' NOTES : The State of CGII forniG or Its of f I cers or agents shall c 3 0 0 TYP I not be responsI bl e for the Gccurocy or completeness of 16 TOT 13 electronic copies of this plan sheet. # - - ,PECK SEAL I I . FALSEWORK SHALL BE REMOVED AS SOON AS PERMITTED BY Cll�-54 CONCRETE 280 I ,P ECK MEMBRANE WATERPROOFING I SPECIFICATIONS. CLOSURE POUR SHALL NOT BE PLACED SOONER - BARRIER # 19 TOT 13 I AC OVERLAY ( EXTEND 150 I THAN 14 DAYS AFTER FALSEWORK HAS BEEN RELEASED. TYPE 26 3 IINTO EXISTING BRIDGE ) 5 2. FOR ' TRANSVERSE DECK REINFORCEMENT ' DETAILS, SEE (MOD. ) � U �--�•-�� 16 " LONGITUDINAL �€CTION' SH€ET. 00 --- s _ 3. CLOSURE POUR DOWELS TO MISS PRESTRESSING DUCTS. eye o I I I CLOSURE HEADED BOLT . O • • • rerf- •�• • - ___ l _ _--_ - - _...__ _- EXISTING POUR ROUGHEN SURFACE 3 MIN 150© �.-Oo RAILING BOLTS II I # 16 � 300 I B OND CLOSURE POUR TO EXISTING SURFACES I 270 658 -- �30o 50 17 ' I — # 1611 OR # 16 300 455 18�S HEADED ' 1 455 610 I 075 610 -.� I---I 50 _ _ -^ I00 ANCHOR BOLT EACH SIDE COUPLER # 16 x 915 Q 300 c 300 P/S DUCTS # 16 TOTAL 4 ( TYP ) (TOTAL4 ) CLOSURE POUR DETAILS HANGER ANCHOR BOLT DETAIL LEFT WIDENING TYPICAL SECTION rBO-5NV�B8-5 1 = 20 1 = 20 1 = 20 12 225 TO 12 265 20 220 ± EXISTING O II 625 5 925 ± AND O 9 515 1 800 300 VARIES TYPE 7 CHAIN 1 FOOTHILL BLVD. LINK RAIL -1 t~ 300 I DECK SEAL # 16 OR # 10 � 300 B�RRRERNCETE � � -54 ASPHALT MEMBRANE WATERPROOFING 11 j -�II-150 �, TYPE 26 I\I I UNDER AC OVERLAY ( EXTEND 150 # 1 6 �� (MOD. ) 5 I I INTO EXISTING BRIDGE ) # 19 TOT 34 C300 TYP # 16 � 300 I # 16 I I O3 BOTTOM BARS CC o # ' 280 16 X 455 # I o In U `�' # 16 300 C300 TYP (.J • IIeye eye eye eye eye den Z- • • • • • • • • • aeo • Ole • • Owe • I O # 16 o 300 # 16 TOT 34' o � I # 16 6 300 I � LII TOP BARS `� �' # 16 x 1830 658 665 # 16 300 P/S DUCTS 300 TYP 455 (TOTAL 1 1 ) I • a 10 1 070 = 10 700 1 460 • • v • o w + • o w 00 THE CONTRACTORCONTROLLING FIELD RIGHT WIDENING TYPICAL SECTION Bo-�88 FUTURE 305�1 PIPE & HANGER HE SHALL VERIFY ALL BY OTHER ALL DIMENSIONS SHOWN ARE IN MILLIMETERS » : DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL . 1 = 20 UNLESS OTHERWISE SHOWN. • w • w • w DESIGN BY J . FONTAM I LLAS ` CKED D. KUANG PREPARED FOR THE BRIDGE No. 0. 0 w DEER CREEK BRIDGE WIDENING Earl Seaberg • M » � « DESIGN OVERSICF,T� BY c►+ECKED Daniel J.Novak 5 4 - 6 4 6 O W AIL J . ROBLES D. KUANG PROJECT ENGINEER KP/P M STATE OF CALIFORNIA g E SIC4"F DAIS " QUANTITIES BY J . FONTAM I LLAS CHECKED J . L I ZARDE DEPARTMENT OF TRANSPORTATION , 6/7 . 2 TYP I CAL SECT I ON ORIGINAL SCALE IN MILLIMETERS CU 08-800 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 I 2 3 EA 472800 EARLIER REVISION DATES I/ 9 9/24/99 1 1 1 6 1 9 ,DWG- NO. 170(7 ZFAOi[24.1] STANDARD.2CL GENPLN (REV. 1/90) D I Sj COUNTY ROUTE KILOMETER POST SHEE TOTAL TOTAL PROJECT No SHEETS 1 8 SBd 66 1(: KP8. 27/KPI 1 . 51 MIDSPAN BRG BRG FAR ABUT I I ABUT 2 NOTE= etric REGISTERED C I �1"j� ENG I w ER QRO� ONq( 4PP¢oYliD DY' DAN I EL J. Lj/" NOT ALL RAILINGS SHOWN. CITY �N61Ng , NOVAK (40 2978 PLANS APPROVAL DATE No. I L/2 � L/2 i CONCRETE BARRIER � � -54 � EXp, 6-03-00 � TYPE 7 TYPE 26 (MOD ) ASL Consulting Engineers s P� I CHAIN LINK RAIL ONE JENNER STREETSTE. 20 �qlF UCT CABLE PATH IS A 305 � OF C PARABOLIC CURVE I �, IRVINE, CA 92618 oM U o � rn o o >- D The State of Callfornla or Its officers or agents shall not be responsible for the accuracy or completeness of electronic coples of this plan sheet. I I I �, 2 ° ° ° ° 2 TOP OF SIDEWALK o rn 5� ° ° � 5 # 16 I 0 300 I # 16 EXP. JOINT D o BB & EB 6 Q 150 6 Q 150 RIVER ROCK PATTERN FORM LINER EXTERIOR LONGITUDINAL SECTION SURFACE ONLY NO SCALE BARRIER ARCHITECTURAL TREATMENT NO SCALE Z BRG BRG 305 BRG ABUT I 13 I EDGE OF DECK I i 9 9 TYPE 7 I 200 CHAIN LINK RAIL , I CONCRETE Cll�-54 ' `l' BARR I ER 205 TYPE 26 (MOD. ) * #22 TOP AND I / I RIVER ROCK / LEFT & RIGHT WIDENING FORM LINER BOTTOM # 16 @ 300 TRANSVERSE DECK REINF . I , � CAMBER DIAGRAM SLAB BRIDGE q NO SCALE SECTION B - B PRESTRESSING NOTES NO SCALE 1 862 MPa LOW RELAXATION STRAND= , q LEFT WIDENING RIGHT WIDENING 1830 / # 16F c 150 PJACK 9 830 kN 31 630 kN ANCHOR SET 10 mm 10 mm *22 c 150 TOTAL NO. OF CABLE PATH 4 II B8-5 BLOCKOUT FOR TOT 6 / PRESTRESSING • • • • CONCRETE, f c - 28 28 Mpa c 28 DAYS �; �� � • �ANCHORAGE EDGE OF CLOSURE POUR f ' ci = 25 . 0 25 . 1 Mpa 0 TIME OF STRESSING # 16 1300 , . • . . . EXTEND TOP REINF TO EDGE OF DECK AND CLOSURE POUR L CONTRACTOR SHALL SUBMIT ELONGATION CALCULATIONS BASED ON TRANSVERSE A N S V E R S E DECK C w I NT I AL STRESS ® = 0. 91 4 TIMES JACKING STRESS. ONE SIDE #22 150 K REINFORCEMENT w w STRESSING SHALL BE PERFORMED FROM THE RIGHT END ONLY. TOT 6 NO SCALE = NOTE: : - DISTRIBUTION OF PRESTRESS FORCE (PJACK ) BETWEEN CABLE PATHS NORTH ABUTMENT I SHOWN. OTHERS SIMILAR. 's SHALL NOT EXCEED THE RATIO OF 312 MAXIMUM FINAL FORCE VARIATION SECT ION A - A w * BETWEEN CABLE PATHS SHALL NOT EXCEED 3 250 kN. NOTE = NO SCALE w • c » o THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD ALL DIMENSIONS SHOWN ARE IN MILLIMETERS w � DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL . UNLESS OTHERWISE SHOWN. w • w w w • w • w 0. Ear I Seaberg DESIGN Y J . FONTAM I LLAS CHECKED D . KUANG PREPARED FOR THE BRIDGE N0. DEER CREEK BR w M 7 DESIGN OVERSIGNT� DETAILS er CHECKED Daniel J.Novak 5 4 - 6 4 6WIDENING N / J . ROBLES D. KUANG STATE OF CALIFORNIA PROJECT ENGINEER KP/PM U. SIGNOFF DATE QUANTITIES BY J . FONTAM I LLAS CHECKED J . L I ZARD DEPARTMENT OF TRANSPORTATION LONGITUDINAL v E 1 1 . 6/7 . 2 SECTION c o s 4 ORIGINAL SCALE IN MILLIMETERS TEA U 08-800 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 472800 EARLIER REVISION DATES —► I/ 9 ,/ 9 7/ 9 9/ 9 9/24/99 7 9 ZFA0s124,17 STANDARD.2CL GENPLN (REV. 1/90) DWG. NO. 1709 nit- g • °' / DIST COUNTY ROUTE KILOMETER POSTS SHEET TOTAL W 0 E B_1 �z�j x �a a, TOTAL PROJECT NO. SHEETS o o z Q-_j BENCHMARK ��' ! 08 SB SR-66 1 1 .6 z a o o �� San Bernardino Count Vertical Control-NGVD29 1982 SBCO Surveyor Y Y + x • SPSN-01 1 17 Elevation 367.9160 m �� �' @tl'IC F o z +o 0 25.4 mm round head bolt in concrete curb a W •w ' Stamped "SB CO BM 01 1 17" �J VQ J� , , y QROFESSfpy9 u°"p°°� Y• Recovery note by San Bernardino County Survey 1988 �r �Q►. Q. ti� N x W as � REGISTERED GEOT LAICAL GINEER �`� LPN A�pU � W .s z Located 8 km northeast from the City of Ontario. APPROv�D Dy: _ u s,� ;T �� O d O O/ _ j At the southwest corner of Foothill Blvd. and Hermosa Ave., Un �f �r�EA � NO. GE_002090 „� ° GL, * EXP. 12 31 2001 o • o 0 o cQ� o �c o 3 m west of the west end of curb return. PLAN APPROVAL DATE E �vvE �E, ev m �� c o„ _v • `off °c V r• t �/ �/ /PROPOSED WIDENING EARTH MECHANICS, INC. nC £^Ma C „ W To UPLAND , ` 2O J �O o _• $ v, `'' " �� FOOTHIL !39+45.50 17660 NEWHOPE ST., SUITE E of cA�-� o ° ' °V° `` ° g DEER EEK 16+n 21± FOUNTAIN VALLEY, CA. 92708 > 8 0 '"` BB 39+38.430 �� �� �i/ The State of California or its officers or agents shall not be responsible W E z c 0. c ELEV 367.162 �i �i ! for the completeness or accuracy of electronic copies of this plan sheet. • 8 NW 3 EXISTING ! C FOOTHILL NOTES: 3O -•-•-•-�•-•-•-.-'-•-•+-•-•-•-•- L BOULEVARD (SR-Be) Za�0M^4�$1)^ o 0 39+20 �� 3 4.40 j i 39+60 • •-I 4- 62 mm samples were taken using a California split-barrel sampler with an j 39+80 inside diameter (I.D.) of 62 mm and an outside diameter (O.D.) of 76 mm Uj • « EZ� m W o i� i� ! i EB 39+52.sso To convert California-Drive sampler blowcounts to equivalent SPT blowcounts, 0 o E °o x� �^ - ELEv 367.1ss California-Drive blowcounts should be multiplied by a factor of 0.65 C Ea c ®O j An automatic trip hammer system was used to advance the drive samplers o ` 0,2or, 0 OU r o1 . z N 0 j TO SAN BERNANDINO PLAN E _ o o B-2 0 E r- 9.1. o 1 300 0 ° ,� +1 Y ; o 0 .2 06 ! ROPOSED WIDENING z E ° - c E L �• E -• • O 02 . ° o N v M m C 3: N E o W ►- ° • o o �~Z ° ` Z "SR-66" LINE STA. 39+52t u 2_ • c E °n O Z E o � xcn" yv W � o 0 W 28.5m Lt. a z „ m E J S � E +368 . ........ . J z o a YC % 0 B -1 m N a +• Q M. J6 +366 Ix E B 2 El. +366mt 0 +366 ............................................................................ u°„°�°i } �n BULK AC 90mm • m o c El. +365mt 0 SILTY SAND (SM), brown, moist, fine to coarse grained, W x BULK AC 114mm coarse gravel with dia. up to 70mm at 0.5m bgs a -� .. S . ........................................ .... p . SILTY .SAND.. SM brown,...moist,...f.i.ne . .to...c.oa.rse .......................................... brown moist fine to .......................................................................... +364 ° ° ° � �, +364 ...................................... � ( ..................... 62.5 762 29 60 _ 28 ...... SILTY SAND SM medium dense, , o �Y E� v ��® grained, encountered gravel at 0.6m bgs coarse grained, trace fine gravel with dia. up to • `��o =£ r > o o Q - brown t a 62.5 762 5 35 28 W loose, , moist, fine to medium grained, trace 13mm r C; „ E� � fine gravel with dia. up to 13mm 8 35 18.0 29 loose Moo ° ° ° uL. �i N C E ; c A _ ....................................................................................... ova ; o +362 d, +362 E .V. `�v °° 14 60 i9 18.0 29 DS trace fine gravel with dia. up to 13mm ; �° a•� � o •� t �c i .0 0 '^ °� o% 37 60 - 32 SA SANDY SILT ML , medium dense, orange-brown, moist, E �� ' fine to medium rained 10, i ° �® ' r g • _ ; .......................... ............ .............. ................... 4 _ .... ........................................................................... ..... ..... ..... .......... ....... ...... .............. ........ ............I..................... .......................... E c c +360 22 35 , 32 W medium dense, trace fine graven with daa, up to 5mm +360 N_3 o o; 39 35 18.5 30CC SILTY SAND SM , dense, brown, moist, fine to coarse N rained coarse ravel in sampler with dia. u to w _. W o E o •- C very dense brown moist fine to medium rained 9 9 P P g .__ • t 50 . 14m 60 18.5 30 Y 9 35mm �R E . 0 �E 9 -, +358 ........................................................... .............trace fine ravel with . dia;..w to..-13mm ......... . .......................................................................... orange-brown, . coarse ravel with dia: u to 62mm E° 9 P 50 . 13m 60 32 9 9 P +358 O ^ C7 x m o o• E a Z E a rr. r m E rr i r ax g o ra ,� 22 35 - 32179 uo DDOI m I+ � z .,. %� 4 coarse ravel at to of sample with din. u to 35mm < • O 34 35 1 7.7 33 9 P P P d o rr ag W Z ..........................................................................I........... t. ... ... ... .... ....................... ............ .. W +356 > it +356 J �. 1 a i� v • E . • _ 5 1 p t 8 60 7.7 33 � � - = Ma`o �� Q _ DS 0 a o E a '�' „ � %i 47 60 i 18.5 3 H �N En O d N � � ��� �� z • 00 �^ E r.r. !. at � v ........................................................................ ,.y .......................... .......................................................................................................................................................................... ...... ........................................................................... ..... ..... ............. .............................. Co ° a � �� W + 4 15 35 l,� 18.5 30CC � .. ............... .............. +3 5 4 t s a z W i.�. 33 35 - 32 W W Y 64 . 14m 60 HJ ................................................................. .. .... ............................................................. +352 o a a o +352 63 60 ; 17.7 33 Q J \Z w x Q ° z W O 46 35 r 17.7 33 W dense ; W i i. O � c - Y Q Y W o ,r i W Q Q � o c, 33 35 18.5 30 z U CLo N� 2& +350 ® ® ® B 18016 �� 18.5 30SA very dense, brown, moist, fine to medium grained 57 60 - 32 DS LIJ 0 • • z „ +348 ..... ... ................................................................................................................................................................................................. 3 39 35 o UN NQ g - 32 grading to coarse grained near bo#tom..of...sample................................................................................ ,. +348 } V) c, t ; ;.;. 23 35 17.7 33 W SANDY SILT ML , medium dense, brown, moist, fine o > o } o} o�- ov w � a J g ag Q� J 0 84 .27m 60 b' 17.7 33 W trace fine gravel with dia. up to 7mm grained C7 (� N V) U U c!1 V1 ; + ..... ........................... !0 346 W g DS .......... ................... .............. +346 El El „ 4 50 .15m 60 18.5 3 CC SILTY SAND SM , dense to very dense, olive-brown M'-0- o with rust specks, moist, fine grained r - x er. coarse v i sampler with i 0 0 50 . 13m 35 18.5 30 gravel at t p of sa p h dia. up to 35mm C .Y • PROFILE z c i. ..... 44 35 - 32 coarse gravel at tip of sampler wtih din. up to 35mm .................................................................... . .... E o +344 ,0 ... ................ .... +344 Z Q zg Z _ a 88 60 4; - 32 VERTICAL 1 1 00 i7S W `JI � � g t a �- `= 9 �0� � � Y 1 50 . 15m 60 17.7 33 trace fine gravel with dia. up to 10mm • NN o r- > a � o i; HORIZONTAL 1 100 ZV) W W V1 U C Y % ............................ ................................................................................................................................................................................. ...................... .. .. ..... ....... ............. ......... . . ............................... o v 5 > .2 +342 50 .1 1 m 35 17.7 33 fine ravel at ti of sam ler with din. u to 7mm +342 9 P P P Boring Terminated ® El. +342.7mt Groundwater Not Encountered N r V W U Z ZE c = jE h .!! 0 > z � ,_�� o n ,,,_�$ Boring Terminated ® El. 341 .7mt 11 /16/98 FOOTHILL BOULEVARD (SR-66) W s�P�� o� ����sa� N Groundwater Not Encountered n �� ��vnw�o�� --- -- - - ------- ------ ------ --------------------- --�-------------- Z �I'l$ �� Z +340 39 40 i 1�6 98 3 60 -+- --- ----�---- +340 0 39 80 40+00 U DESIGN BYM . CHOW 12/2/98 PREPARED FOR THE K. ARULMOLI BRIDGE G64No M. CHOW/ENGINEER 6 DEER CREEK BRIDGE WIDENING DESIG7 OVERSIGH Earl Seaberg FIELD INVESTIGATOR(S)/TITLESTATE 0 F CALIFORNIA PROJECT ENGINEER CHECKED ar DATE ILOMETER POST SIGNOF' DaTE z • let let E. BROWN12/22/98 11 16 98 DEPARTMENT OF TRANSPORTATION 11 .6 LOG OF TEST BORINGS ORIGINAL SCALE IN r,rn CU 08-800 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET ❑F EARLIER REVISION DATES 9 24 99 8 o zo ao 60 8o Ioo E A 472800 � � FOR REDUCED PLANS 9 DW6 NO. 1709 •r.((T TOTAL. O.-• f:n,.wT•♦ NOVTI .(C TIOM No. [T1 I : V►I! s ad 9 A BE/✓CH MAR/, M 18-8-61 } . 8 -2 , • 1 Sus([ c.(l.n( civ IL(..i■[u—liu.f( U(f 2 x 2 S,and. nail bur /4 73. 7 7 / t. /7 7 f ,2 ..A j7... i ; ; ; � , � DAT!A..IIOr(O .L-1- J.L,�/.L/v ELEV. 1201.10 �u o WEST BOUND i 176 ; . I IMPROVEMENT I i 1 � • - EAST BOUND 05 ! , r., ! Ae) r ' 8-4 i . � . . i 0 : I In10 r Apo oxima& existing ground I I :I i :.I :.�••;� ' , uV W - :;;, y .:: I ong' € s t Bound. �o 1 line' a/ Ea M col , . . ,. , 1 n I h 8 I I 1 1.11 I �• .i. •r T.:I 1.'.. ? �•�•�il.}w.+r.: �. .. • 1 N l 8-3 ® sc : /200 Loose ton very fine n fin* Jand, soone silt. ' 2 P = 1200 {; ± IS 9 .•f` 2� to to to Of //90 - S/fight/y ;comoacf ton �r' i Silt to very fine sand. .:� i i ° -- l4 t� 2 7 > / 1 //30 :i 9 ' 2s /j as is io so " 1180 22 se 70 S/iyht/y compacll eo 44 27 H ss , �' Ks 97 /ipht ton fin* to medium sov,d T. /oo ice +ss /BO/t /oo /SO 1 // /� Dense, io'very olense ►70 /.e I /�, /s ; `- ------ /ight grey to ton inter- it-/-s/ bedded sand ( lenses of /2•/-sr _ —1170 Sandy grave/ �_ /� '• 1 I — ---. -1,160 S/jyht/y- compact to Compact light brown �' -- _ _ —. _ //6 O sandy silt to fine t4 BR y: t4O GROUTID WATER ENCOUNTERED Sand. I >`1G T I;J ESTIGATI01-4 BY .... 1 DURI MIS //.SO Dense light brown, so e,l ���• ? ' BRIT GE DEPT. GEOLOGY SECTIO14 — - inierbedded sand * sandy ;; DATE-- Nov. 4' Oec. /96/ / grave/ stringers. ��•' — -- — --- — / ��0 S CLf155IFICATION OF MATERIAL E.•%sF-D ON STANDARD GRADE SIZE LiMITS LEGEND OF EARTH M/1TERINL� �• � �-- E O E N D O F 8 O R f N O O P H R A T I O N s NOT E o I ; ')� DIAGRAM SHOWING THE BASIS FOR ESTIMATES C�. SILTY CLAY OR ® PENETROMETER . ClossiRcation of earth material as shown on this sheet Is based upon fielC is ,o a ,y OF GRADE SIZE DISTRIBUTION USED IN DETER- T GRAVEL v CLAYEY SILT � � � MINATION OF CLASS NAMES, ® 2y4.CONE PENETROMETER � B-Ivs not to be construed to imply mechanical analysis, B-Ns B-/VQ CLAY 70� IF GRAVEL I5 PRESENT IN APPRECIABLE �;' f PEAT AN%a M Top Ho% E/, To Ho/e E/. �I • ��` c^ AMOUNTS THE TERM 'GRAVELLY" MAY SAND 'L ORGANIC MATTER i' Grow+drw/tir--r(/rtaos Cie% driven SAMPLER BORING DRY 3 tesss�o so B/ows r- foot w _•v. M f' De cription oJ'moflertia/ Pushcd -'J eTATe 0/ CALIFORNIA P° Size of swnp/er-(inch*s3 `+ W EI•v. D[►AATMCHT OF PUBLIC WORKS ? BE ADDED TO THE CLASS NAME VIZ.i '�v 1e ROTARY .BORING (WET) NW/ng --/b h n DO&"'•'� Blows er- foot ¢` Unit tw hf 0 eufY C �•/• ••��r.i P '� /9 �� J NO count DIVISION OF HIGHWAYS c , i (using /40/b '1� Moietw�e recorded SO '/ I �% S SILT, FILL MATERIAL hemmor with t D�eecry Lion of� 9 r-7"j �� l u� GRAVELLY SAND. THE TERMS hwnrier'witho.30 ?4 JS /.4 /0 a onso/id*tion Test q G SILTY CLA • n • ♦ i e i rn,tler'Is/ i/ S/c7.9 a per fo0 � >o ao COARSE t MEDIUM AND FINEe AUGER 60RING (DRY) r:: + drop or�snotedJ (usin � lVs2. '�2 r SA DY CLAY WHEN USED TO DESCRIBE SANG .� .9 Graphic re ruto t.2/ior/ DEER CREEK a t CLAY G NEOUS ROCK I H I Unned comp�as4%v*,s/ I oar• mw�.-•d MtK/er•nar�-T�my [� [� I D"J'-Q bCLAYEY/SAND :LAYEY SILT 2O SILT AND GRAVEL REFER TO L&I P p / p/• �a� 5 's+ oP dr/ving rti'te9 I ` E Y I .IET BORING Pulled / a am taAen r f onfor'rnob/e n�ehri,/ change Air hammer• /l psi / Pr ss note STANDARD GRADE SIZE a Vane Shear E.ltim.�ted �/� ,/ eyrve /J2 o SANDY CLAY OR / ica i 10 LIMITS. CLAYEY SAND SEDIMENTARY ROCK CORE BORING i SO0 ' St7earstrrnytfr / V ` Aver- ak/n spp /se : sy fY . 1 uncon/�o/777ob/le „>o,�r„,/ �e frictmn above 5 ati.l I LOG O F TEST B O R I N G.5 SAND SIL Y SANp SANDY ILT SILT RelG�ae "� S•e(•nde per feel SANDY SILT OR 1-__� i Date or baring this point(E/a�t3') �' 'O ° '`�* SILTY SAND ® METAMORPHIC ROCK I I •TEST PIT ; //S LT RERCENTnGES L-- SOIL TUBE ' ROTARY ORINO PENETRATION BORING SCALE / '_ /o ' ( BRIDGE 54- 646 FILE IDRAwINGC�.54� �(0 -G w PHOTOGRAMMETRY AS OF: 8/98 DRAWN BTJ . VUONG DESIGN By J . FONTAM I LLAS CHECKED D. KUANG PREPARED FOR THE BRIDGE No. DESIGNOVERSIGHTI I Seaberg SURVEYED BY ASL SURVEY DETAILS By BY ROBLES DETAILS BY CWCKED DonlelJ.NOV& 54- 646 DEER CREEK BRIDGE WIDENING N J . ROBLES D. KUANG STATE OF CALIFORNIA PROJECT ENGINEER KP/PM Sit. 2t, (sit SICNOFF DATE FIELD CHECKED BT ASL SURVEY CHECKED BTDo KUANG QUANTITIES J'y J . FONTAM I LLAS CWCKED DEPARTMENT OF TRANSPORTATION G�►6 � • 6/7 . 2 ORIGINAL SCALE IN MILLIMETERS-7 CU 08-800 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 EA 4-72301 EARLIER REVISION DATES —� 9/21/99 9 9 ZFAO:C24.13 STANDARD.2CL GENPLN ;REV. I/90) ,DW6• NO. 170 9