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HomeMy WebLinkAboutDWG 810-1; ; CALTRANS - I-5 POINSETTIA LANE OVERCROSSING, 1993; 01-143I ~ ········--·--·-·-·····~ .... ··-------·-~-----,- , --,--------··----·----. ---~-------- STATE OF CAL I FORNI A C-J\ZC.,\).U>.,v\.Ot-\, ;~ DEPARTMENT OF TRANSPORT AT I ON 11 0 ~ PROJECT PLANS FOR CONSTRUCTION ON STATE HIGHWAY IN SAN DIEGO COUNTY IN CARLSBAD FROM 0.7 MILE SOUTH TO 0.3 MILE NORTH OF POINSETTIA LANE OVERCROSSING 4-To Son Diego 8ATKJUff0$ I..NJOON I 10 -------------c----- ~6ll9~1TOS LAGOON BRIDGE BRIDGE NO 57·459 R/L I 20 1730 7 111(1 Cont·roctor s1,a1 I possess tho Class <or Classes) of I !cense ,is sn8t~lflod In the ''NotJc,e to cont..-acto..-s''. Be In Work 1724•00 'A' ROUTE 5 1740 To be supp I emented by S tand<1rd PI ms d<1ted Ju I y, I 992 POINSETTIA LANE OC li1i"1DCE°"i<o'57-555 1750 1760 LOWDER LAN( RAILROAD BEGIN CONSTRUCTION 1732+50 "A" PM R44.9 <>. N ~ SCALE IN FEET 0 400 800 I 200 I 600 Ol'ST COUNfY ROUTE I I SD 5 End Work 1810•75 'A' R44.9/R45.9 6 1810 END CONSTRUCTION 1785+00 "A" PM R45.9 ~" ~u1cHA£L c,i ----------<I ' )<!5Z Pn;1J111;t f111111111t1r f'lo!;,hlllf't!ld Cl¥11 Cr4llll!li!t' CITY OF CARLSBAD 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009 BOYLE ENGINEERING CORPORATION 7807 CONVOY COURT SUITE 200 SAN DIEGO, CA 921 I I C~1troot No.I 11-16 7 8 44 ' > ,n 0 ... "' > w ,r • .. ~ "' • ., 0: ,., > 0 z " "' w " ~ ;::; ... ~ ~ ~ = ,._ ~ ... z ~ .. ... "' -0.. ~ C, "" i' = 0 ~ -' -u ~ 0 ~ -... -V, "' w "' > w <t "' 1--~ Q Ill ... ... -:I: • .... :I VI i t 4. 33' & VAR TO 0' VAR O' -24' , ., "' w::, z <.> --' <.:> .. "' 0 0. --' ,.. u. ,._ 5. 67' tOG - • Pl.' 3' & VAR TO O' 58' & VAR TO 46' "' w ... <.> ... :,; .. .. ,.. :i: ., ::, I-' .. ... ' " -x --' ->< " 0 QC " ~ ,._ "' w .... we< .> l,j I z "' 00 z"' Q,. --'"' o---' w --' w ... "' w .... <I> !, "' ... ::, "' u u " ..: "..: >< .. "' .. "' .., "' .. I' ITYPI 2 O¼ ---~--- EXIST TYPE A DIKE EXIST TYPE G CURB I I Im I QC ::, u N ' "' "" ::, (..> N 4' & VAR TO 16' 5,67' 39' & VAR TO 44' "' w u ,._ :,; ., .. ,_ I ... ... .... ' .. .... ' ::, -" --' -x " " 0 "' " ,._ ...w ,._ u. WI ·> w :t 0 z "' 00 z "' 0. o-_, w I-al ... :Jl ..., ::, ... u . "' " u. .. I< "' A. I' lfYPI EXIST 0,29' AC EXIST 0,50' AB X w al "' w::, z u --' <> ~:t' _, ,_ ... t--, 0' & VAR TO 4,33' VAR 7'-44' EXIST TYPE G CUR~-....._ ~ '------------.L.-'--'-IIHO. 45' I, 20' NOTE, 4. 33' 15' MIN MINOR CONCRETE (TEXTURED PAVING! SEE SHT C-6-----' POINSETTIA LANE STA 1759•00 TO 1764•00 FOR EXISTING AC PAVEMENT TO BE OVERLAID BETWEEN STA 1763•50 ANO 1764•00 'PL' LINE, REPAIR LOCALIZED PAVEMENT FAILURES /REPLACE IN KINOJ, SEAL ANO FILL CRAC~S OF 1/4 ' OR GREATER WIDTH, PLACE 0,25' MIN AC (TYPE Bl OVERLAY BETWEEN STA 1763+50 AND 1764•00, 'PL' s. 67' I 0' I), VAR TO 47' 34' & VAR ro 45, 67' m 0: '"::, z ,o C) ., "' on. --' >-"-,._ I I ROLL OUT CROWN I SEE ()[TA IL PG "' "' D « w 0. >-.... •· "' >< ' u I.,-.. >-,.. ' .. -x ..., " 0"' .... ,nw w;,;: -> ZUI 00 ....J t1,I o-w l·•·ffl ,._ U) => ,., V "'Q. ~t,,:' ->- ""QC .... <na. o-'"'"~i Llli;_ .~--··=---------·-•-- !Dfo. 45' AC <TYPE Bl !J..2O' CLASS 2 AB POINSETTIA LANE STA 1751 •36.83 TO 1759•00 " .. w "' "' 0 .. (1'. 0 14, 17' "' w ,._ .... => '-' ~ A. COLO PLANE AC PAVEMENT (0, 15' DEEP) AT EXIST CURB SEE OETAIL SHT X-4 CURa II PLANS APPROVAL DATE CITY OF CARLS8AD 2075 l~$ PALMAS ORIV~ CARLSDAO, CA 9200~ BOYLE £NGINEERING COR~OOATIO~ 7807 CONVOY COURT, SUIT£ 200 SAN DIEGO, CA g2111 NOTES 1. Olmanslons of the structural sections are subJect 1'o foler-onees speclfle<J rn +he StQndard Speclflcotlons. 2. 3 • 4. Superelevatlon os shown or os directed by the Eng I neer. l21 Indicates gt~uotural section type. <See Layout sheets for 1ocat1on.) fog seor eoot to be OPPlled to al I AC surfooes except trove1$d ways and ~etours or os dl~ected by the Enolneer . 5. RGfer to Contour GradlnQ and Orolnooe Pion sheets for oddltlonol orodlno detol Is. 6. 7. 8. Round all slopes 6• I or steeper unless restricted bY rtoht·of•way o~ Qs directed by 1·he Eno1neier. See sheet x~◄. Slope roundlnQ quontftfes ore included with eo1thwork quantities. AC dike shall be p1oeed QS shown on the LQyout Sheets. Refer to Constr-uet l_on De-ta 11 s gheets for' addltlonol sowcutttnq detolls. Unless otherwise shown, sowcuts shall be I' min fr(')l'(l existing I Ip of gutter or e~lstlng e<Joe of pavement and 3'mln from proposed l Ip of outter. TYPICAL CROSS SECTION'" HORI? 1'•10' SCALE VERT 1'•4' X-1 ' • 0 "' ,-.,, ., " " w ~ ... a: "' ... ~ I-w .. "' 0 ' ~ u &:O >· :"o "' ""' 0 .J a: w ;::,O "' o-u -'"' w "'"' I uo u ,_ Ill ~ I-" • .,, I--ei :c > <( 0 ..I ;,; ~ :I .,, w 0 II.I ~ --' -ls • "-'I, 'I. ~ -~ ·-z ~ -"' -.._ ~ "' !! ~ ~ ~ ·-i ., ~'?'-? • ~· c; • ' M N 5,92' .., .., ., ,. -a, ' a: """ w:, a: zu _,__ ,~ I -',., V, .. t\::' ,...,,., WW -' >- "' u, ...... ~ 4. 3,-~ VAR TO 7.33' 6 ' 8' "' a: "'"' zu -' <.:> "-0 lL -' ,__ "' " w "' 1-w 55' ll. VAR T .:S'."il'" ,-' ->< " ,__ w I " "' w w ,__ u, "' u • "'"-., Q'. ""'- I' m'P1 'PL• Y. ;c .. ,__ ' ->< "' ,__ WI " u, _, w w .... "' ;;;, <.> • " "-., a: <n lL 4,25' MIN CTYP ~ MEDIAN) 58' ~ POINSETTIA LANE STA 1770•75 TO 1774•75 <.> ., )-., . _, 0 0: "'w ,> 00 o- 1-"' • w "' "-->-. ,__ o- 3 4, 33' MN ..l,Jl,; ROUTE 5 PLANS APPROVAL DA TE CITY Of CARL$8A0 2075 lAS PALMAS PAIVE CARLSBAD, CA 92009 T ':.'l J.?,lh R44,9/R45.9 3 BOYL£ [NGINE£IUNG CORPORATION 7807 CONVOY couArf SUITE 200 SA~ Ol(GO, CA 92111 NOTE• FOR EXISflNC AC PAVEMENT ro ai;: OVERLAID BElwEEN STA IH0•75 48' ANO 1772•00 'PL" LINE, REPAIR LOCALIZED PAVEMENT FAILURES (REPLACE IN KIND>, $EAL AND FILL CRACKS OF i/4' OR GREATER WIDTH. PLACE 0.25' MIN AC /TYPE Bl OVERLAY OETWEEN STA 1770•75 AND 1772•00 'PL' LIN[ . A TO 38' PG •PL• I 10' & VAR VAR TO 38' AC ITYPE Bl CLASS 2 AB MINOR CONCRETE (TEXTURED PAVING> SEE SIH C-6 POINSETTIA LANE STA 1764•00 TO 1770•7~ 4.35' 8, VAR TO 7,33' 15' TYPICAL CROSS SECTIONS FOR EXISTING AC PAVEMENT TO BE OVERLAID BETWEEN STA 1764•00 •No 1110,15 •rv L1Ni:. RE.N1R Loc•uzrn P•vrnrnT r.,LuAts I (REPLACE IN KI NOi, SEAL ANO FI LL CRACKS OF I /4 • OR GREATER WI 0TH. i : PLACE 0.25' MIN AC (TYPE Bl OVERLAY BETWEEN STA 1764•00 ANO SCALE HORIZ 1'-10' X-2 ; < 1770•75 "PL' LINE. -------------~-------------------,----VE_R_T_1•_._••---..----------J:: • • • • >-m 0 w "' ;,, w 0: ,_ .. 0 '->-om w 1-0 ..... JZ :, " u--'"' .. .., uO ,_ , "' "' 0: w ;,, 0 z "' "' w 0 i'5 -.. -~ ~ z .. "' -~ I••• z u, "' -= ... e., = ~ ~ ~ ~ 4 n w "' ;,, w 0: w ,_ .. 0 m ' .,, "' "' u >-m 0 w " u w I u w ... ... :c C -' ::E ti) ij i w z .J :, ,_ "' "' "' I PG VAR J' -I 2' 10' .. ,_ w w !: " .. w lL >-,_ OG AC ITYP£ Bl CLASS 2 AB EXIST TYPE A DIKE 0.85' PCC L-r-l}--.---jO, 50' ACB <TYPE Bl 0,70' CLASS 4 AS "A" LINE IRT) / TYPE E DIKE OR MODIFY EXIST TYPE A2·6 CURB SEE SHT X-4 "' "' ;;, u I-v, X w 4' 24' & VAR TO 36' u "' >-"' .,. .. ,_ ' -' 0"' ., "' w ,_ ·> w:,: 00 zv, o-.J 1~, t-"' w I-"' w ;;, "' 0. u ->-" ..'. • I-<( "' o-V><L I' EXIST 0.33' AC EXIST 0,67' CTB "PL-2" LINE 8' & VAR TO 4' EXIST TYPE A DIKE w· "' 0 w OG AC HYPE Bl CLASS 2 AB STA 1739•84. 74 TO 1755•34,74 STA 1755+34, 74 'A' TO 1767+00 "PL-2' ~. --~-...... --- 0.45' I. 20' ~ OG VAR VAR '· 10' 3'·24 w " 0 w DC 0 " w "' 0. >-,_ "A" LINE IL T > "' z -' :, ,- -' "' "' TYPE E DIKE OR MODIH EXIST TYPE A2-6 CURB SEE SHT X-4 PCC ACB <TYPE 0) CLASS 4 AS EXIST TYPE A DIKE STA 1733•00 TO 1755•00 'A• ., § u ,_ V, X w .~· "PL-I' I I 4' 4' I I I J t-1 "'I & VAR TO 12' 8' u " >-:,:.,-.., I-' . _, ->< 0<>'. "' "' w ,-.;,. w:i: 00 zv, o-.J w ,_ "' w ,_ V, • w ;;, .... 0. u • ->-"' .... "' . ,_ ''"'" ... o~ V, 0. w 3] YMl_ EXJST 0,33' AC EXIST 0.67' CTB "PL-1" LINE w "' 0 w w 0. /:: 2, I OR FbATTER EXIST TYPE A DIKE AC <TYPE 8) CLASS 2 AB STA 1768•00 TO 1781•23.94 "' w w n. >-,_ "' •· "' II SD 5 REGISTERED (tVIL ENCINtER PLANS APPROVAi,,. DA TE: CITY Of.' CARLSBAD 2075 lAS PALMAS DRIVt CARLSBAD, CA 92009 BOYLE ENCfNEeRtNG CORPORATION 7807 CONVOY COURT. SUITE 200 SAN DIEGO~ CA 92111 'PL-4' 6' & VAR TO 12'1 ,, .. u I .. >-,_ ' .. -x _, I " ooc ,_ onw I 1.1.j~ oi':i "' zon "' -'"' o-:, '" ,_"' u .. u> • w ,_ MOOIFY EXIST i'l . ""'-,., "' .. ~ _,_ TYPE A2-6 CURB .,, "' . ,_ ,_ "'Q. o-SEE SHT X·4 3 PG ,. EXIST TYPE A DIKE---------.. 8: 'le ' "'\ / ___ £~:/ 8' & VAR TO 4' 3' TYPE A OIKE ------...__ ~----- AC <TYPE Bl CLASS 2 AB •pL-4" LINE 0.33' AC 0. 67' CTB STA 1769•50 TO 1780+73.54 • PL-3" 24' & VAR TO 36' 14, 3' ,. u I e; ,--<>-.. ;;~ ~l!'l I '.'J ~~"f I: ->< o:!5 -' Q. o->-,_ ,_., ,_ ,_ ,. => -v, • w u "'Q. ~I§ ...... .., _,_ «<rw . ,_ V,Q.V, o-2. or. 3 2q 0 ~ ~AR ~ ___..... 'J EX I ST TYPE A2-6 CURb; <-----;1---,EXIST 0,3J' AC EXIST 0.67' CTB AC <TYPE Bl]_ Ct.ASS 2 ABj "PL-3" LINE TYPICAL CROSS SECTION-S \ $CALE HORIZ l'•IO' VERT 1'•4' X-3 • ,.. Ill ~ ... IC Ill !: :!i ::c 1; <I: -' • t, - ' - z " ;;; :IE w D 0) ~ ... « ... ~ a. ~ ~ "' ... ~ \;;c ~ 'li a. = = ~ "' !.!! ..., . ., i u a /5 . \~..., . ,.. ., ... ~ • SAWCUT AT cunrn LINE ANO REMOVE CURB FINISHED GRADE 0 ., d ~ 0-' ,-"' EXIST AC SIJRF ACE . !!;' "'0 • <..> 0 <( ····-.. L--,--·~·--· --·--------:....__-----t E,ISTING TYPE A2-6 CURB MODIFY EXIST TYPE A2-8 CURB (RAMPS ONLY I SCALE I'• I' ·0' 10' 't. I I EXIST AC SURFACE 10' II PG .. 2, 0¼ 2. 0Y. -·-:=-OUT CROWN SO THAT FINISHED GRADE AT 'PL" LINE IS 0, 10' LOWER THAN PG • REDUCE AS REQUIRED WHERE LIMITED BY ROADWAY WIDTH "' = -' ,!s -' u. ,, l'; 'j <( "' • <-> ,,, .. "' "' ..bM 0 TYPE G CURB SEE SHT C-8 "' w "' v> ◄. "' 0 a. w r<'{&-"' "' \.~ I 2,0¼ TYPICAL SECTION AT CURB AND SIDEWALK SCALE I• •2' ·0' FINISHED GRADE OR I G INAL GROUND TOE KEY ROLL OUT CROWN STA 1751•36,83 TO 1759•00 'PL' SCALE I' •5' ·0' 10' ~ORIGINAL L GROUND c. ..... --e-____.~- ORIGINAL GROUND EXCAVATION 10' 10' EMaANKMENT SLOPE ROUNDING SCALE I' •5' -0' 0 "' d(D ow ,.. "->-,-"' -,U 0<( 3'-0' PRF . " ,-::, ~ .. "' PRF w " -' PROPOSED STRUCTURAL SECTION EXISTING STRUCTURAL SECTION AC PAVEMENT REINFORCING FABRIC SCALE I•• I' -O• 0 I ◄, 17' "' 0)-"' .. ..,_ COLO PLANE O..J '-" AC PAVEMENT I-0: "' w "' (0. 15' MAXI ' > "'0 "' "' ,U ..,_ VAR TO b.QL 0-« "' '-' 5,0Y. MAX "'Z ,::,; 0 tr: w I-I-:;) "' ~ a. -' 151 COUNT'!' ROUTE PO MIi,,. S TOU.L PROJ CT II SD 5 R◄◄.9/R◄5.9 REGISTEAED CIVIL £N01NE[A Pl~N5 ,._PPR()VAL OATE: CI TY Ot:' CARt..SBAD 2075 LAS ,ALMAS DRIVE CARL58AO, CA 92009 DOYl.E tNGIHEERINC CORPORATION TS07 CONVOY COURT. SUITE 200 5AN OIEGO, CA 9:?I 11 EXIST TYPE G CURB EXIST CONC ~ EXISTING STRUCTURAL SECTION------COLD PLANE AT EXIST CURB LIMITS OF COLO PLANE• LENGTHS INDICATED ON w PLANS OR UNTIL = THICKNESS OF OVERLAY -' EXCEEDS 0, I 5' "' SCALE I'• I' -O• FINISUEO GRADE -AC OVERLAY EXISTING AC SURFACE 5 SW NOTES I I . USE TOE KEY AT All LOCA Tl ONS WHERE HEIGHT OF EMBANKMENT IS 10 FEET OR MORE ANO SLOPE OF ORIGINAL CROUNO IS 5• I OR STEEPER, JOIN EXIST 2. TOE KEY EXCAVATION O<JANTITIES ARE INCLUDED IN ROADWAY EXCAVATION, 3. SLOPE ROUNDING NOT SHOWN, EMBANKMENT TOE KEY SCALE I' •5' ·O' COLO PLANE AC PAVEMENT 10. I 5' MAX) TYPICAL COLD PLANE NO SCALE TYPICAL CROSS SECTIONS SCALE AS SHOWN X-4 ,. ■ AIOA D AIOB ■ A20A ■ A20B ■ A20C ■ A20D ■ A24A ■ A24B ■ A24C ■ A24D ■ A24E ■ A3SA ■ A62A ■ AGZB ■ A62C ■ AG20 □ A62E ■ A62F ■ A73A ■ A73B ■ A73C □ _A74 □ A75A □ A75B □ A75C ■ A77A ■ AHB ■ A77C ■ AHD ■ AHE ■ AHF ■ AHG ■ AHH ■ A77I ■ A77J □ AHK □ A78A □ A78B □ A78C □ A780 D A78E □ A78F □ A80 □ A8I □ A83 ■ A85 0 A86 ■ A87 0 C7A □ t7B □ ClC o cm D Cl[ 0 C7F o C1C □ CSA D C88 0 C8C 0 C9A r1 f'QR I GENERAL ROAD WORK MISCELLANEOUS Abbrev1ot1ons 5yrrbols Povement Markers and Trofffo Lines. Typteol Oetol IS Povement Morkere ond Troff lo Lines. Typtoof Oetol I$ Pavement Markers and Troff le Lines. lyp1oo1 Deto11$ Pavement Mo~~ere ond Troff le Lines, Typlcal Detol Is Pavement Mo~klno$-A~rows Pov$l'rlent MorklnQs-Arrows Pavement Morkln9s-SynbolG and Nunerats Pavement Morktnos-words Pavement Markin~•-words and Crosswalks Portland Cement Concrete Paving Detolls Exoovotlon and BacKfll I-Ml&celloneous Detolls Limits of Payment for Excavation ond Bookfl I I Bridge-Surcharge and Wal I Limits of Payment for Excovot1on ond Backfill-Bridge Excavation ond Boekfllt-Concrete Pipe Culverts Exoovotlon ond 8ockf111-Cost-1n-P1ace Reinforced Concrete Box ond Arch Culverts Excovotlon ond Backfill-Metol ond Plostlc Culverts Mor\kers Mor-\<.erg Oeltneotorg, Cnonnellzers and 8orrloodes Survey Monl.llN!llnt~ concrete Barrier Type 50 concrete Barrier Type 50E Head I IQht,Glore Screen Metol Beom Guord Roi lino Metol Bean Guord Rolllno-Standard Hordwore Metal Bean Guord Rotllno-Posts ond Blooks Guard Roll flOFe$ Guard Roll Flore$ Met~I Bean Guard Rolllno~ Mtscellaneous Details Guord Rott End Ancho<-g (Breol<ow<iyl Guard Roll End Anohors (Breokowoy Hordwore) Berrier and Guard Roll fnd Anchors Guard Roll connections to Orldoe Roll$. Retolnln~ Wal Is ond Abutments Guord Roll Connections to Bridge SldewolKs and Curbs Thrle Beom Barrier Thrle Bean Barrier-Stondord Ho1dwo1e and Mlscel loneous Oetalts Thrle Beem Barrier-End Anchors Thrle Beom Borrler Connection to Concrete Borrler Type 50 Thrle Beom Barrier Connections to Brldoe Rolls Thrle Bean Barrier Connections to Brl~oe Curbs. RetolnlnQ Walls ond Abutments T~rle Beom Barrier Emergency Possa~ewoy crash Cushion, Sand FIiied Portable Scale Pad and APPr"OOch Slab Oetol-15 Chain Link Fence Barbed wire ond wire Mes~ tences Curbs. Dikes ond Orlvewoys CRJB WALLS Reinforced Concrete C~lb woi I-Bettered Wol ls- Reinforced Concrete Crib Wol I-Battered Wol 15~ Re1nforoed Concre~e Crib Wall-Verile01 Wal \s~ Reinforced cone~e+e Crib Wal I-Ve1trcol Wol ls- Reinforced concrete Crib Woll-Types A,B,C,O,E and Stretcher Oetofls Types Types "Types Type$ and f A.Band C D, ~ OM F At 8 ond c D. E and F Header Oeslon Doto for Reinforced Concrete Crib Woll Foundation Pressure-Battered WOii Reinforced Concrete Crib wot I toundotlon Pressure~ \leT'"t ICOI WO\ I Ste$! Crib Wol 1~ Construction Oetol ls Steel Crib wol I-Oeslon Data Steel Crib WQII-Design Data Tln'ber Crib Wall-Types A.B.C and D TlmhAr r.rl~ Wal I· TVD9S A.B.C and D Design Doto ■ 072 ■ D73 0 D74A • 0748 ■ D74C ■ 075 ■ 017A □ 077B ■ 077C □ 078 0 079 0 D80 0 DBI 0 082 □ □ D84 0 085 □ 086A □ D868 □ D86C □ 087A ■ 087B □ D87C ■ D88 □ D88A □ 089 □ 090 ■ 093A □ 093B □ 093C 0 D9~A □ D9~B 0 095 a 097A ■ 0978 ■ D97C ■ 0970 ■ D97E ■ D97f ■ 097G ■ 097H ■ 098A ■ 0988 0 099A 0 D99B □ 099C 0 0990 ■ HI • !12 ■ H3 • H4 B H5 ■ HG ■ H7 ■ HS ■ Tl ■ T2 ■ n DRAINAGE Orotnoge Inlets orolnOQe lnle1·s OrolnoQe Inlets Or-cilnooe, Inlets 01olnooe Inlets Oetolls Pipe Inlet Orote Oeta 1 I -5 Bicycle P~oof Grote Oetolls Alternative HlnQed Cove~ Rack for Type OCP Inlet Gutter Depressions for T~pe OL ond OS Inlets ond Precost Reinforced Concrete Pfpe-Direct Deslon Method Cost-In-Place Reinforced Cono~ete SlnQle Box Culvert I Tf-osh Cost-ln-Ploce Reinforced Concrete Double Box Culvert 1 Cast-In-Place Reinforced Concrete Box Culvert MT see I lone?ug Oetal Is Box Culvert Wlnowol Is~ Types A.8,C Box Culvert Wlnowol Is~ Types D ond E Box Culvert Worped WlnQwatls Pipe Culve1t Heodwor1st Endwalls ond warped Wlnowol IS Arch Culvert Heodwo11s, Endwal ts ond warped Wlnowolls overs.Ide Drains Overslde Orolns Unde1d,..olns Construet1on Loads on Culverts Strut Detol ls for Structural Steel Plate P·lpes, Arches. and Vehlculor Undererosslnos Pipe Heodwal Is P,pe Culvert Heodwo11St Endwo11g and ~1nQWat1g~ Types A.Bond C Pipe Riser Connections OralnOQe Inlet Riser connections Pipe Rl$er with Oe~rts Rook COQO Metal ond Plostlc Flared End Sections Concrete r1ored (nd Sections Concrete Areh Culver-ts corrugated Metor Pfpe Coupltna Oetoll& No. 1-Annu1or Coupllno Bond Bor and Strop ond Anole Connectors Corruooted Metol Plpo Coupling Oetolls No. 2-Hot 8ond Coupler end rlonoe oeto1 Is CorruQoted Metal Pipe Coup11no Oetolls No. 3~ Helloal ond Universal Couplers Corrugated Metal Pipe CoupllnQ Oetolls No, ◄~ Huoger Coupllng Bonds Corrugoted.Metal Pipe Couplln9 oetolls No. 5-Stondard Joint Corruooted Metal Pipe Coupling Details No. 6-Positive Joint Corrugated Metal Pipe, coupllno Oetofls No. 7-Positive Joints and Oowndrolns Reinforced Concrete Pipe or Non-Reinforced Concrete Pfpe Standard and Positive Joints Slotted corrugoted Steel Pipe Drain Oetolls Slotted Corrugate~ Steel Pipe Oro In Oetol IS Structura I Sec1-I on Oro I noge System Oeta 11 a Edge Oro In Outlet and Vent Oetal Is Edge Oro In CI eanout ond Ven1· Oeta 1 Is Cross o~oln lntercepto~ Detal Is J:!!.GtlWAY PLANTING P1ontfng and lrr1ootlon~ Abbrevlotfons P1ontlng and lrriootlon~ Symbols Pl anting and lrrlQotlon-Detol 1$ Plontlng ond l~~IQOtlon~ Oetol IS Plontlng ond 1rrl9atlon-Oetol ls Pl anting ond lrrfQotlon~ Oetal IS Pl anting ond l~~lOOtlon~ Detol Is Plontlng and 11r1ootlon"' Oei·ol ls IEMPORARY FACILITIES TemDorary CrO$h Cushion, Sand fl I led Temporary Crosti Cusr, 1 on. Sand F I I I ed TemPorory Roi I Ing CType ~I ■ T4 ■ 110 i--"'Dlc:>.:.:T·+:::COOH=Tc.'+...:""""'=,.:,_-1-_m -~ 11 SO 5 R◄◄• 9/R45. 9 6 To oc~y plans doted _________ • Temporary Traffic Screen Traffic Control Syst$f'l"I for Lone Clogure on Freeways ond E xpresswoys ■ TIOA Traffic Control System for Lone ond Complete Clogu~es on freeways ond Expressways ■ Tl I lrofflc Cont~ol System fo~ Lone Closure on Multt lone Convsntronot Hlohways 0 Tl2 Traffic Control System for Lone Closure on Multllane Conventlonol ~IQhwoys ■ Tl3 Traffic Control System for Lone Closure on two Lone Conventloncl ~IOhwoys ■ Tl4 Trcfflc Control Systen for Ranp Closures ■ BO~I ■ ■ ■ B0-3 BO·S B0· 13 □ B2-3 • □ □ ■ □ B2·5 B2·8 82-9 83-1 83-2 ■ 'B3-3 D 0 □ □ • ■ 83-5 83-6 83-7 63-8 B3-9 ■ 83-11 □ □ ■ BG·I BG-10 86-21 ■ 87· I □ 87-5 • • □ ■ 87-6 Bl•IO Bl• I I 88-5 0 811-7 ■ □ ■ □ 81 I ·47 Bl 1-51 81 I ·52 Bl I ·53 Br I dge Oeto II $ Bridge Oetol ls Br-I doe Detol Is BrfdQe Oetalls BRIDGE 16'' Cost-In-Ori I led-Hole Concrete Ptle Pl 1e Oetol ls~ Closs ◄5 and Cto·ss 70 Pl re Oetal ts-Ct ass ◄SC and Closs 10c Load Te~t Anchor P1 le Oetall$ Retolnln9 WOI 1-Typ& t, H•4 1 -30' Retalnlno Wal I -Type t, H•J2' -36' Retoln1n9 WOii-Type IA Retaining Woll-Type 2 counterfort RetalnlnQ Woll-Type 3 Counterfort RetalnlnQ Woll· Type 4 R<i>tolnlnQ Wol 1-Type 5 Retaining Woll Details No. I RetolnlnQ Wol I Petal IS No. 2 Retaining Wall Type 6·6'-0'' Maxlnun T-Beem Oetal Is Utllfty openings. T-eeom Joint Seals <Moxlm.rn Movement Rot1no • 2''l ao~ Girder Detalts Deck Or-01ns Oeek Drains-Type D-1 ond 0-2 Utility Openlno-Box Girder Utl I lty Detol IS Cast-1n~p1oee Prestressed Girder Chain Link Rall Ing Coble Roi I Ing Tubular Hond Rolling Cnoln Link Roi I Ing Type 7 Concrete Barr1ef Type 25 Detoll s • 0 BI I ~54 concrete Borr I er Tyoe 26 • 0 ■ ■ ■ 813-1 Bl3-2 Bl4·1 Bl4-3 Bl4-4 814-5 ■ RSI E RS2 □ RS' ■ RS4 Slope Pro1ec~IO~ Detail No. I Slope Protection Oe1atl No. 2 Str"ucturo I Stee I PI a1·e Veh I cu I or Unde,...crosa I no C¢m't'IJnlcotlon ol'\d Sorlnkler Con~ro1 Condult (Conduit legs than 4'' Olometer"I Water Supply Line (Bridge> (Pipe less tnon ~•• Olometer) water Supply Line (Oeto1 Is) <Pipe less than 4'' Diameter) ROADSIDE SIGNS Roadside SIQns. Typlcol lnstol lot Ion Detal Is No. t Roadside SlQns. Wood fos1s. Typical lnstal lot Ion ()eta I I No. 2 Roods Ide 51ons. Lamrnoted Bo~ wood Posts. Typical lnstol lot Ion Oetor Is No. 3 Roodslde Signs. Typical lnstotlotlot'\ Oetalt No. 4 SHEET 1 OF 2 STANDARD PLANS LIST ----------------,----,---------1--------------------~(_'.'J'::'.ul_,Y, I 992 Edit Ion, ! I I ,, ■ SI ■ S2 tJ S3 ■ 54 D S5 ■ SG ■ S7 ■ SSA ■ S8B □ sec ■ 580 ■ 59 • s,o II S 11 ■ 513 OVERHEAD SIGNS OVERHEAD SIGNS-TRUSS Overheacj St gns-Truss, I ns11r-uct I Or~s and Excrnp I es Overheo~ signs~ Truss. Sln~le Post Type, Post Type I I thru VI I Overhead SIQnS-lr-uss. Two 1Post Type. Post Type 1-S thru VI 1~S Overhead Signs-Truss, Slngle Post Type, Structural Frame µemoers Overheo~ Stgns-T~uss, Two Post Type. Struoturol F1ome Mefl"berG Overhead SI gns-Truss1 Stt'ucturol f'r-ame Detal Is Qver-noad s I gns-Truss. Frame Junctur-e Oeto 11 s overhead Slons-Steel fr<:Jlle Removable Slon Panel Frames Overhead Sfons-Removable Sign Panel Frcwnes. Overhead Formed Panel MountlnQ O~talls Overheod Signs-Truss, Sl9ri1 Panel Mounting Oetolls, Lcmlnl'.lted POii$ I -Type A. Overnead Slons~ Truss, R&mo1voble Slon Pone I Frcrnes I 10• and 120~ Slt;in Panels Overhead Signs-Wolt<.woy Oetol 1$ No. I Overhead Signs~ WalKway Oetol IS No. 2 Overhead Signs-WolKway Safety Rall Ing Oetal IS overhead Signs-Tru$s Pl le Foundation OVERHEAD SIGNS-LIGHTWEIGHT □ Sl~A Overheod Sign$-~lohtweloht Balanced-SlnQle Steel Post connection ond Mountino Oetolls tJ Sl4B Overhead Signs· Llontwelght Balanced·Slnole Steel Post Oetol IS ■ 515 □ 516 ■ 517 ■ SIBA ■ Sl8B ■ S20A ■ $20B Overhead Slons-LlohtwelQht, Type A, Connection Oetal Is Overhead Signs· Lightweight, Type B, Connection Oetoll• Overhead Signs· Ll9htwelght, Type c, connection Details overhead Slons-LIQhtwelQht. Slon Panel Mounting OetQI Is. Laminated Pone I .s-Type A Overheo~ Slons-LlohtwelQht. lloht r1~t!Jt""e MountlnQ Oetalls Overhead Signs· Lightweight Po•+ Oetal IS Overhead Slons-LlohtwelQht Foundation OVERHEAD SIGNS-BOX BEAM CLOSED TRUSS ALTERNATIVE □ S39 Overhead Slons-Box Beem, Closed Truss Foundation □ S40A Overhead Slons-Bo~ Bean, Closed Truss, Two Post Type Fran& Meinberg □ S◄OB Overheoa SfQns-Sox Bean, Closed Truss, s1no1e ond Two Post Type Gonero1 Frane Oetalls □ s◄OC overhead s1ons· Box Beam, Closed Truss, Ribbed Sheet Metal oetal Is □ S◄OD overhead Sfons· Box Bean, Closeo Truss, lwo Post Type Frane oetol ls □ S~OE overhead slons~ Bo~ Sean, Closed Ttuss. lwo Post Type Frame Jurioture Oeta I I a a S40F Overhead Signs-Box Beem, Closed Truss. Two Post Type Post Detal Is □ S40G Overhaod Signs-Box Beam. Closed Truss, Slnole Post Type Frame Members □ S40H Overhead Signs-Box Beorn. Cloged Truss. Slngle Post Cantilever Frame Oeta I Is □ S401 Overhe~d SIQns-Box Beom, Closed Truss, SlnQle Post Conti lever Frame Juncture Deto11s □ S40J Overhead Slons· Box Bean, Closed TruS$, $Ingle Post Cant I lever Post Oetatls □ S40K OverheOd SIQns-Box Bectn, Closed Trugs, Single Post Butterfly Freme 0e1'all& □ S40l OverheOd Slons-Box Bean, Closed Truss, $1nQl8 Post Butterfly Freme June t·ure Oeta 11 s O $40~ Overhead Slgnsw Box Beam, Closaa Truss. $Ingle Post Butterfly Post Deto 1 1 s D S40N □ S40P D 5400 0 S40R fJ S40S ◊'l.rfiliEAD SIGNS-TUBULAR Overhead Signs~ Tubular, Instructions and Examples overhead Slonsa Tubular, SlnQle Post Type Layout and Pipe Selec1·1on overhead s1ons· Tubular, Two Post Type Loyout and Plpe Sectlon:s Overheod SIQns-tubular, Str~ctural Fr4Jfll8 Oetol I$ No. I Overheaa SIQnS-Tuoulorf Structurol Frane Oetol IS No. 2 SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS ■ ES·IA ■ ES-10 ■ ES·2A □ ES-28 ■ ES·2C D ES-2D ■ ES·2E D ES·2F ■ ES·JA ■ ES-38 ■ ES-JC ■ ES·JO ■ ES·3E ■ ES-4A Slgnal. LIQt1tlno ond Electrlcal systemsu Symbols and A.bbrevlotlons S1QnOI. LlghtlnQ and Electrleal Syste~s-SyrTbol& and AbblOV I 01" I on& Siona!, LIOhtlnQ and Electrlcal Slgnol, Llgntlng ond Electrleal SIQf'!al, Llghtlno and Eleotrlcol Notes Systems- Systems- Systems- Service Equipment Service Equ1J)rll8nt service EqullJfMnt SIQ170I. llgh1'1nQ ond £1ectrlcol Systems-Ser"vlce Equipment (lr'id Typlcql Wlrlnt;1 Olai;;irom, 1'ype A Slgnal, Ll~htlng ond Electrtcol S~stems-Service Equipment and Typical Wiring Olagr<ITI, Type 8 Slgnal, Ltgh1·1nQ and Electrlcol Systems-Servfce Equlprnant and Typlcal Wiring DlaQran, Type C s1onal, LIQl'ltlnQ and Electrtcal Systems-Signal Heaas and ~ount lnQs · Slgnol, tfght(ng and Efeotrrcof Systems-SfQnal Heads and Mountlrios Slgnol, l.lghtlng and Electrlcol Systems-Slonal Heads ond Mountings SIQnal, LlghtlnQ and ElectrlcoJ Systems-Signal Heods and MountlnQS Siona!, LlohtlnQ and Eleotrlool Systems-S1Qn01 ~eods and Mountlnog SIQnal. Lighting and Electrleal Systems-Controller Cabinet Oetol ls ■ ES-48 Signal, Lighting and Eleotrlcal Sy•tems· controller Cabinet Oetol I$ ■ ES-4C D ES-4F SIQnOI, oetalls Lighting ond Electrlcol Systems-Controller Cabinet Irrigation Controller Enclosur$ Coblnet Signal, LlohtlnQ and E!eotrlcal Systems-Telephone Oemarootlon Cabinet Data! ls Slgnol, Lighting ond Eleotrlool Systems-Telephone Oemarcotlon Cob I net Oeta II. • ES-5A s1onol, Lighting and Electrical systems-Detectors • ES-58 s1onal, Lighting and Electrlcol Systems-Detectors • ES-5C Slgnot, tlohtlno ond Eleotrlcal Systems-Detectors □ ES-50 s1onol, Lighting and Eleotrloal Systems-Detectors ■ ES·5E Siona!, Lighting and Etectrloal Systems-Detectors ■ ES·5F Signal, LIQ11tlng and E!ectrloal systems· Pedestlon Barricades ■ ES·6A Signal ond Lighting Standards· Type I Standards ono Equipment Nurberlng □ ES·6AA Signal Standards· Push Button Po•+ ■ ES-6a Lighting Standards-Types 15, 21 and 22 tJ ES-GC Lighting Standards-80' to 160' High Most LIQl'lt Pole, foundation Oetal 16 ■ ES-60 Lighting Standards-Types 30 and 31, SI Ip Bose tJ ES·60A Lighting Standards-lype 32 ■ ES·6E LlghtlnQ Standards-Types 30 and 31, Slip Base Plate Oetolls tJ ES·6F Lighting Stondords· 10 Degree Type □ E5·6H Lighting Stor>aards· 10 Degree Type, Details □ ES-6J Signal ond LIQl1tlno Standoros-Case I Arm Loading, Wind Velocity c 70 MPH, Arm tengtns 15 1 to 30' 0 ES~6K Slgnol or-id 1.. lgh-t Ing Stcindo,-ds~ Cose 2 Arm loodlr'IO, Wind v01oclty • 10 MPk, Arm lengths 20' to 30' □ ES-6t s Iona I and LI oht Ing Sfondoros-Case 3 Arm load I no, WtnO Velocity= 70 MPH, Arm Lengths 15' to 45' □ ESu6M Slgnal and l.lghi·lnt;i Stoodards-Casa ◄ Arm Loadlno, wind Velocliy ~ 70 MPH, Arm Lenoths 25' to ◄5' □ ES·6MA Slgnal ond L.lgh1'1ng Stondords-Cose 5 Arm Loading, Wind Velocity • 70 MPH, Arm Lengths, 50' to 55' □ ES·GN Slonol and Llgntlng Standards· Type ◄0-0-80 o ES-60 Slgnat and Lighting Standards-Case I Arm Loading, Wind Velocity • 80 MPli, Arm LenQtnS 25' to 30' ■ ES·6P Signal and Lighting Standards· Case 2 Arm Loading, Wind Velocity • 80 MPH, Arm Lengths 20' to 30' ■ ES•6Q Signal ano Lighting Standards-Cose J Arm Loading, Wind Velocity • 80 MPH, Arm Lengths 20' to ◄5' ■ ES·6R Signal ond Llgh'llng Standards-Cose 4 Arm Loao1ng, Wind Velocity• 80 MPH, A,m Lengths Z5' to ◄5' ■ ES·G~A SIQnOI and Llohtlno Stondords-Cose 5 Arm LoadlnQ. Wind Veloclty ~ 80 MPH, Arm Lengths 50' to 55' DIS.T. COUNTY '"'"" I I SD 5 R.44. 9/R45. 9 7 To ocoompony plans dated ________ _ • ES-6S SIQnal and LIQhttng Stondards~ Datolls No, I ■ ES~6T $1gnal and LlghtlnQ Standards-Oetalls N9, 2 □ ES-GTA 51gnol and LIQhtlnQ Standards-Pole and Most Arm Alte~nottVeg 1 • E5-6U L1Qhtlng Stondo1ds-Type$ 10 and 15 Sllp_Bose Insert □ ES-6V Slgnol and Sign Stcn~c1ds~ Type 33 Left• Turn ■ ES-7A Slgnol, llO:htlnQ tlnd £1octrl001 Systems-.EleCtr'"ICOI OE:italls, Structure lnstal lat Ions • ES-7B SIQnal, Lli;ihtlng and Electrloal Systems-Electrloal Oetal ls. Structure fnstollotfons ■ ES~7C Slgnol. LIQhtlnQ and El001-rlcol Systems-Electrlcol 0etol ls, Structure lnstol lot Ions ■ ES~10 SIQnal, Lli;ihtlog and Electrlcal Systems-Electrlcol Deto11St Structure lnstallatlons • ES·7E Slgnal, LIQhtlng and Elect~tcal Systems-Eleotrlcol Detol Is, S-f·ructure I nsta I I at Ions • ES·7F Signal, Lighting and Etectrlcal Systems-Flush Sofflt Lumlnol_re Modification Oetal Is. St..-uc1·ure tnstol lQtlon ■ ES-8 Sli;inol, LlghtlnQ end Elec1"rl¢QI Systems~ Pul I Box Oetal IS o [S-9A SI gnat, Lighting and Electrleot Sys1·ems· Conti lever FtasnlnQ Beocon, Types 9, 9A, 98 D ES~9B Slgnal, LIOhttno and Electtlool Systems~ Conti lever-floshlnQ Beocon, Types 9, 9A, 9B ■ ES•IO Signal, llQl'ltlng ond Electrical Systems· lsolu• Olagr<ITis • ES-I I Slgnol, Lighting and Electrlcol Systems· Foundation lnstol lat Ions □ ES•l2 s19nal. Llghtlno and Electrleal Systems-Pedestrian UndarorosslnQ Fluorescent llghtlnQ Fixture ■ ES•l3 Siona!, Llghtlno and Eteetrteal Systems-Spllolng Oetalla ■ ES•l4 Slgnol, Lighting ond Electrical Systems· Wiring Detail and fuse RotrnQ"s tJ ES•IS Signal, Llghtlno and Electrical Systems-Pedestrian Ovorcrosslno fluorescent LlohtlnQ Fixture O ES•27A Signal, LIQ1'1tlng ond Electrloal Sy&t(ll!IS• E,tlnoulshable Message 5 I Qn. IO'' Letters o ES-278 SIQnal, LIQl'itlno ono Etectrlcot Systems· E,tlnoulshoble Message SI Qn, I 0' ' Letters tJ ES-28 SIQnal, Llghtln9 and Electrlcol Systems· E•tlngul•hable MessoQe Sign ond Flashlno Beacons □ ES-29 Sign 0 ES•JO Sign ■ ES•32A Sign ■ ES·J28 Sign ■ ES-33 SIQn SIGN ILLUMINATION . 11 lunlnatlon-Mercury SIQn 11 IUT!lnatlon EqulJXTl8nt - I I lunlnatlon· 36' Fluorescent S1on 11 lunlnotlan [QIJlpment: I I lunlno+lon· Sign 11 lunlnatlon Equipment lllunlnatlon-Sign lllunlnatlon Control I llunlnotlon-lnternotly I llunlnoted Street N<J116 S1911 NEW SYANDARD PLANS ■ NSP A88 Curb Romp· Oeta I Is No. I □ NSP A89 Curb Ramp-Detal IS No. 2 ■ NSP T7 Construction Project funding lridentlflcotlon SIQnS SHEET 2 OF 2 ST ANDA RD PLANS LIST (July, t992 Edition> • 0 >-"' w "' 0 > w w "' "' w > t-w .. "' 0 • ..-"' .. '-...!:l ~ u '>->-COi w "' t-C ..... C ~~ "' ,, u --'"' "' .. ., :,; uc u .. w % :: " • "' -0: ::c "' i ,( ~ ... " 2 ., "' " "' i!l ---' ~ :ii "' -1", -z ~ "" "' -t!:i = ., "' I!, ~ :.I. .., j ~ 4• • ---= di ROUTI!'. POST MILES TOTAL PROJE:C:T 5 R◄◄.9/R◄5.9 FOR COMPLETE RIGHT-Of-WAY ANO ACCURATE ACCESS DATA, SEE RIGHT-OF-WAY RECORD MAPS AT DISTRICT OFFICE . ~EQl~TERED CIVIL ENGINE£R PL,a,Ns APPROVAi. DAT£. CITY Of CAALSbAO 2075 ~AS PAL~AS DRIVE CAAL58AD, CA 92009 BOYL[ ENGINEERING CORPORATION 7807 CONVOY COURT. SUITE 200 SAN DIEGO. CA 92111 ~O-t.lJ.-4 , • ~"1~1 ... 1 LI LlfUIUI_Ll-l.l LI LI ILJILJIJ.1-l.l LI LIILJILJIJ.1-l.l LI LllLJILJIJ.1-l.l LI LI W.U.ilW--"-LLW--"-ilW_LJ_.1.LW_LJ_uw--"-ilW_LJ_uw.L1ilwwuw= I HJ J I I I I I I/ I II I 11 I I I I j 11 I I I I I I I f --~., ,_ -;;..·::~:;..:.::::"~~; ..... ,, -~~ ... ..--~.-•--.,.-··-~~~--,4•,··,--~ 1111 I I I If I/ 11 I I I I II fl I 11 I I I /I I I/ / II 1733•00. 00 S Y A J.l.1.1J I i ' ' I , , I , 1 1 r , , , , 1 , 1 1 II I I I IHI Ill I 11 f JI II TYPE D · I I I I I I/ I I/ / / I I (I I I/ I I I I I II t I If I I I I // I I I I I I I 88, 00' LT I 739•,Q.O.JlQ_" ' ~-~~~~-~----------------~ z -'lo>-l@J I= 0 ~ ~ ~ I")~ ~lz ~IL!> > ----------------------.----------TT30--0 -"' --r----------z----------$~g 1j --------.----•lg-_., rns--~I~----~---------------------,------e---------------=.,,.--__ :.,-,,·, _T,~-=-=~ IL_____ . fa"v--;=,<"" •, ti-l'f.4:;:. ------__,--------~ --------~s;,. ==- ~~--·~~~~.. ,., ...., ,,.., ~.:09=1>0.~.:W:'_.~~.::---..;:::.~~~ -····~~---··~~----· --------~- NOTE• I. SEE C·SHEETS FOR DETAILS NOT SHOWN • INCLUDING R/W AND EASEMENT DETAILS AND MEDIAN ISLAND DIMENSIONS. LEGEND• f:0;:%1//,%1 COLD PLANE AC PAVEMENT (0. 15' MAXI j:::,mm,q REMOVE EXIST PAVEMENT AND GRADE A5 REQUIRED ii I I I I 111 EXIST STATER/WAND ACCESS CONTROL 1111111 tO END STATE ACCESS CONTROL CITY R/W LINE , ' 0 0 + "' ,.., "' ,-.. I _, ... I->-"-' VO "-' "-' ;r: z 1/"1 _, "-' "-' ;r: 1/"1 u I-., ::;: LAYOUT SCALE I' •50' L-1 ---- ; 0 >-,., ., "' 0 > w w "' ., "' ; w ,_ w "' « C, • :;: ;:: ,:! ' .,, 3' 0: u '>-,. om w "' ,-c "'"' Q .JZ w CJ<.0 " u-u .J"' w "'"' ,: '"' u 0 0 • "' ,.., -,.... ' -..J ,_ w ,: t-" •-.; t- "' :c w > ,c 0 z ... " "' ::E <( ... ... w 1/) w w ::c z 1/) -w ..J w ::c 1/) u ... w "' D ti) ;:, 1----- i5 0--~ • 5 • es ,; .. 0-- " l5 0--= ~ = ... ~ '" = "" = IS ~ -~ • ... ~ i 3 I~ ·-"' • . - I ' • I FO~ COMPLETE RIGHT-OF-WAY ANO ACCURATE AACPCESS DATA, SEE RIGIH·OF·WAY RECORD M SAT DISTRICT OFFICE, .,~Li .i;...,....= I rSEE TYPICAL SHOULDER FLARE DETAIL SHT C·8 88,001 RT 17421-34, 74 • A~ I 00 ,.,.,.., j T 1750•00. 00 • ,._, • 0 "'0 .., . P1srl COUNTY I POST MIL•> .. ISH[E TOTAL PROJECT 1-NQ. II so I 5 A44. 9/A45. 9 I 9 - g ~<>ti, '-!<••<! <BIA I(\ r'c,:ii,-iii,.-.;,r,.,""°""••;;,-;;-o,"r"•,-----11 ~4!1:n Qi\a C ITV OF CA~LS8AO • ..J.lEln_ • L... io75 LAS PALMAS O~IVE \....i>~ :i,i.. C:Afl:L5BAO, CA 92009 'W' ot ~--0~ ~tGISTER[D CIVIL ENGINEER BOYLE ENGINEERING CORPORATION 7607 CONVOY COURT, SUllt 200 SAN 011:00, CA 92111 TYPE E DIKE 0 0 • ,.., ,WJF= -rrso:: -·· =r:.,_:: -·-··--z--------- •.,,gg, , .. , ----. I ~,..,....,_:;:-;;: _....__,............_......,...,.,. . -_., "' ,.., ,.... ' --..J -------·--·----------------<( ... ----------... w LAYOUT SCALE I' -so· I I 1/) w w ::c z 1/) -..J w w ::C VI u ... ~ L-2 - • 0 w ,. "' ., > " "' w " "' w > ,__ w .. " 0 • ,__ "' '-.. ... ;o "' '-' ,,.. ,,. "., ., "'o !.w 0 ..JZ w :, ., " 0 u-w .,,,. ..... I oo 0 .. Ill I ... " • .. ... "' :c w i "' .J 3 :I ., "' D a) ~ -;:! • ~ z -"' -~ -"' '!!I -';:, ~ -"' ~ _, cl j 15 ~ • -... -= • AND ACCURATE FOR COMPLETE Rl~H~;g~;~~~-WAY RECORD ACCESS DATA, SE OFFICE MAPS AT DISTRICT ' NO. R t,. T Ii_ CURVE DATA 00 , Io• I I , I I • 133, 51 ' 1498, 00, o•· 29' 2s· 91. 41' ill) 3000. 0 GG O , LT 1755•? ,99, 'A" 1755•00.00 POT PL-3 ID ,000.00· 22•23' 14" 197,69' 00 00 • PL~3' 32. 00' Ll ' ' 1758•00.oG ac "PL-3' 0 oo 'PL-311 32, 00' LT •G · L 266. 32' 182. 75' 390. 73' 0 44. 7' 759•82.61 0.00' LT 475.0 38.00' LT +15.00 ~PL-3" LT •85.0 ♦ 85. 00 Ip ~ -3" TYPE E DIKE KE 15' MBGR W/TYPE 7a5 ~~•~~- l~fIT~~ GIN STA 1754• ~~A !BREAKAWAY TYPE Al CAA (BREAKAWAYONTY~~y~~ Cl TERMINAL SECT! E, C, 'PL·2' !1.§.3•95.55 N TYPE E DIKE f~?IDIKE TRANSITION SEE SHT C-7 i' COUNT'( FtOUTE II SD 5 REGISTERED CIVI~ ENGINEER Pl,.AN$ APPROVAL 01\tE CITY 0~ CARLS8AOORIVE 2075 LAS PAlMAS CARLSBAD, CA ~2009 LAYOUT SCAl.f_ I' •50' " " c->-., "' "' :, " "' "" 0: "' " "' > ,- "' .. 0: □ • ,,, ' .., .. 0: u ',. ,. om "' ., ,-a ..... " .;jZ "' ;;,<> " <.>-0 -'"' "' "'"' :r uo 0 ... Ill :,: I-. ' " 1 \ \ ~\ \ • .. ... -0: :z: "" -I \ i5 C .J __ I I \ z " :& • I I ' .. ,' \ \ "' "· \ " (I) ·I\ '1· I \ \ \ I \ ,\ ' , 1,, "": 15 -.. -,, 5 es "' ~ • I,!, -z ':ii -"' -... ~ "' .. "' ~ ~ • ;:j i ~ ~ --t"• ,,, • \:. CURVE OATA NO. R "' T L ® 690,00' 20• 53'04" 154.53' 302,48' IQ) 50d'. 00' 03" 50' 12' 16. 75' 33. 48' <El 500. 00' 16· 09' 48' 71, 00' 141. 05' IQ) 1250.00' 21'06'24' 232,88' 460. 48' NO, ® / \:. BEARING OATA BEARING DISTANCE NI 3" 01 '22'W 50,37' 32.00' LT •50,00 'PL' RECONSTRUCT 500' MaGR Bl)-~, W/TYPE 8 FLARE BEGIN STA 1751•35 'PL' CAA <BREAKAWAY TYPE Al TERMINAL SECTION ITYPE CJ CONNECT TO EXIST BRIDGE RAILING T •36.83 •PL" 1ST CURB ANO SW ,-; // ~ ....... ....... ...... "{-\ // ,• '.r Ii ,,.~--~ ',-: I 71.',' I I 11.', 1 r I I '1 1, I ........ ----------............ --. ............ _____ ~ -----==:...:...-----~ "::::: ~ ... --- ="-"-_. =r::=- ~ I I \ I I \ NO. FOR COMPLETE RIG~T-OF-WAY ANO ACCURATE ACCESS OATA, SEE RIGIH·OF·WAY RECORD MAPS AT DISTRICT OFFICE. R "' T L CURB CURVE OATA C2D 30. 00' 78' 00' 27" 24,30' 40. 84' <ZD 30.001 06" 16' 12 40. 01' 55.64' 0 0 1.01' AT •79, 77 "ENC" JOIN EXIST I, 15' RT •71. 77 "ENC" 47,00' LT •39.07 •PL" 1758•57.29 POT 'PL' • 10•00.00 POC 'ENC' 47,0°'----T TYPE 7 SAWCUT .,._ 91-16.15 EC "ENC~ \ I I \ I I ··"' .. Q IS COUNTY ~OUTE 5T MILE: TO ,t,L PAOJE: T 11 so 5 R44.9/R45.9 C 60' BAY g &O<lr-T_A~IL f..'-;- F' ~ SAWCUT LINE 2 --- SAWCUT LINE MOOlf IED TYPE B~2 CURB R£G1~TERE:O CIVIL ENGINEER PLANS A.PPROVAL DATE CI TY OF CARLSBAD 2075 l.AS PAlMAS DRIVE'. CA.ALSBAD, CA g2009 BOYL£ ENGINEERING CORPORATI~ 7a0l CONVOY COURT. SUITE ioo $AN OltGO. CA 92111 1(1 N • I ,.-, OS, 1(1 ,... ' ..J ... I-I-"' .... .... .... :;r: z "' ..J .... .... :;r: "' ' 0 I-... ~ LAYOUT SCALE l'•SO' L-4 TOTAL I-ICET~ • C, ,_ ,,, "' ., D > w "' ., 0: w > .... w .. 0: 0 • .... "' <t ' ..., SC DC u '>-Od> ,_ w m ,-.o .. .., p .JZ w :;,<> " v-0 .., ., "' ..... :t oc u If> N • .. IU ,.., z ... .,, " ,- • ., ... -.. ::c .., "' t ,c I- ..I VI z w "' ::E z "' "' _, " Cl) :r u I-.., :,; 15 ;:: ... • ~ '.;! "" « ~ \e's ~ ,. ~ ~ O< ... ~ ~ • FOR COMPLETE RIGHT-OF-WAY ANO ACCESS DATA, SEE RIGHT-OF-WAY MAPS AT DISTRICT OFFICE, " ' __, I-w w :r VI w w VI s:·-~-_.,.-;;h I i,) l I' ;, ' "' ;,. " 0 0 .,; ... "' t "' "' _, I t ..., 4' J .,.; " • ,.-·'\ 1,.-.) 1767•05. 25 BC 'Pl-3' ;,, "' "'I _;,, I • "' ~ TYPE E 01 KE 0 550' M8GR WITYPE B FLARE~ 8£G1N. SlLL~ LT 'PL"l' CAA <BREAKAWAY TYPE Al CAA <BREAKAWAY TYPE Bl TERMINAL SECTIOff TYPE C ACCURATE RECORD 4 001 RT• 9. 71 • o 0 2.£?5.61 EC 'PL-J' 1765•60 'PL-4' EXTEND IRRIGATION CROSSOVER. SEE .,..)'\i::1:'.'§:,.;:~~,/.?'SHT C-7 (___."- 1772+77 'PL~◄• EXTEND IRRIGATION CROSSOVER, SEE SHT C-7 ONSTRUCT 75' MBGR , TYPE I FLARE (BREAKAWAY TYPE Al INAL SECTION TYPE C ECT TO BRIDGE RAILING 4' ' CURB CURVE DATA NO. A t:,. <ID 40. 00' 85'02'02' qz, 15, 00' 90' 00' 00' <ID 40, 00' 86"14'15" C(D 15.00' 92" 40' 56' ccr:, 15. 00' 90' 00' 00' <:ID 40. 00' 90'00'00" CID 15.00' 99'21'17' <I!D 40. 00' 77"38'56' <lD . 30.001 82" 49' 37' <2lD 30.00' 86' 21 '59" ..2J_. 78' LT•65.67 'PON" JOIN EXIST CURB AND SW 32.00' RT •22,36 'PL-I' 43.00' LT •51.06 'PL' 19,92' LT •14,95 'PON' JOIN EXIST CURB, ENO SW T 36. 68' 15. 00' 37,46' 15. 72' 15, 00' 40. oo• 17. 67' 32. 19' 26,46' 28. 16' L 59.36' 23. 561 60. 21 • 24,26' 23, 56" 62,83' 26,01' 54. 21' 43. 37' NO, 45, 22' (0) ID ® NO. Q) ® ,0 I $'r COt,JNfY H£ NO, ii SD 5 R44, 9/R45. 9 12 ~, f,.1CU!fl '818 I PL,--A"'N=s""',"',"PR""o:CvC"•L:-,:OA:ct"•,------II · ]1522 REGISTERED CIVIL EN~l~EEA CITY OF CAMLSBAD 2075 LAS PALMAS DRIV( C:AAl.$8AD, CA 92009 BOYLE ENGINEERING COllPORATION 7807 CONVOY COURT, SUllE 200 $A~ Ol(GO, c• 92111 'f. CURVE DATA R t:,. T 300. 00' .112· 05' 04' 115, 41' 1002.00• 07' 29' 24' 65.59' 302. oo· 32' 08' 56' 87. 02· 'f. BEARING DATA BEARING DISTANCE NI 3' OS' 20' W 15.00' N13•os1 2o•w 65. 11' m3·os·2o·w 15.00' LAYOUT SCALE 1••50' L 220. 35, 130.99' 169.46' " • L-5 " ,:;, ' • • 0 w >-"' ., > " w ' w cr "' w > ,_ w .. er 0 • ,_ "' .. .... "' ~ a: '-' ,,. >-cm w ., ,-o 0 ..... 5~ w " ,_,_ '-' .,.,, w ..... :,; "" <J ,_ w % ... " •-"' ... "' X w l'i ,c ..I z " "' :E w " <II i!! -;,! • 5 91 =! "' ·-• ~ 0 -z '!!' -= .. ~ )a"l ... z 5 ~ ,;;/. ..., i I>'; ... ,_ ... ·-"' i··. • ,j· ,, ~/ 0 0 + "' r- r-' ...J .,: I--,-L,j "' L,j L,j :c z "' ...J L,j IJJ :,:: "' u ,... ;i ·-----··· ·-, I ! I I I ' ..... ~~-.,,. •00.00 36.00' RT •30,00 'Pt-I' I I I I I I - I l I I I I I I I I ._J r-FOR COMPLETE RIGHT-OF·WAY ANO ACCESS OATA, SEE RIGHT-OF-WAY MAPS AT DIST/l/CT OFFICE. I I I I I I I I I I I I I I I I I I I I I I I f"' I I .,..--.... ..__ l_ l -...... __ -.,, "~ GN M IS -S,.J! __ 1778•23,88 EC "Pl·/' TYPE E 01 KE NO. IC) 18) (j) / ( I I I I ! , I I I I I I I I I I / A O/KE Q ·..,..--<3>--75' MBGR W/TYPE 8 FLARE COUNTY ROUTE POST MIL 5 TA PROJECT so 5 R44.9/R45.9 R[GISTEREO (IVIL ENOIN£EA PLANS APPf;IOVAL DATE CITY Of" C~RlSOAO 2075 LAS PALMAS DRIVE CA~LSBAO, CA gioog bOYLE £NGIN£ERfNG C(}((PORAftOhl 7801 CONVOY COURT, SUllE 200 SAN 01£GO, CA 92111 BEGIN STA 17B2•00 lT 'A' ....--,. 13 TOUC SMUTS o R[AU,W/\'f'+'(p~ .. ,lJ,-~~-------.=,~=:=:'..J -----------(;/,,/,. -!BRt,.,lfAWA·Y.· fl'PE--1»---:.-------------------__ L_-_-_-_-_-_- TERMI NAL SECTION TYPE C ... --'. .... ......-----.... '-. '-===··. -. ~------·.-: .-::::::..:: .-.-~--.-_-_..,_....,...... __ .. :: ,--::_--::_-:;_ .. -.........,. ' Q KE-1 PE A DI ·-/ ,o· 01K 5TTTON . ll\ ~EE SH7 l 66,00' RT 1781•23,94 "A" I 781 • 23, 94 P07 • PL-I ' R t, T L 'i. CURVE DATA 1498. 00' II• 50' 26" 155.34' 309. 57' 3000.00' 04' 06' 07' 107, 44' 214. 78' LAYOUT 1000.00 17" 40' 35" 155.49' 308. 51' SCAlE I' •50' L-6 I I 01-s.11 ~WNH" I OOUTE Trfr't.t T P~b~~lT p~~~ /9JN-, ' 11 I I R◄◄• 9/R◄5. 9 I ··-··· _,,,, .... , .. .. so 5 14 ~ ····--', ,--. --·· ···-·---' '' '' ... • • ... ,, ~'l'<i, "' z R£GlSTE:RCD !;:!Vil-E:NGINE:E:R >< 0 ····-·-·"·'·-~ ... ,. f. ~-w .... f------" --,_ ~t.~L ,e:111 '-~ ,.Z ~ ,, __ ,.,. -. -~ PLANS APPROY,t,t. 01.re ND. 3,IJ:tf Q 0 ..: • 41 bf!. .la2ln._ • "- "' ; .., "' .... ---'.,. .... , ... ····-··-"'" ---· CITY Of CARLSbAO ,.: ,.,, n. "' 2015 LA$ PALMAS DRIVE ~Ji V ~"r- TB ., z z ~A~l.$8A(), ?ore,. • "' .,,; -.. ~ ·"" " '"" 1, CA 92009 ,,--~ Ci ..... ·-·-' ,.,, w 0 ... BOYLE ENGINEERING CoRPoRA Tl Ol4 s . "' "' ~~~~-.:: tr""" " .... Q,_,, ______ " = ..... ,.,,,,,., 180"7 CONVOY COURT, SUIT( 200 p.:!_ I :.t ~ z SAN Plt:GO, CA 92111 w 76 '' ., ...., . , ....... ~ -. , . \ ' 0 ·-,. ' 1 .. ,, ... ,, . '" "' .. \-... ,.. 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'! __ ;::;:..=--=r-"'"'-· =-=--=-:---~ =-- TYPE G CURB I I I I I I I I \ I I I CONSTRUCTION EASEMENT SEE NOTE 'A" SHT C-1 ~XIST CITY RtW I PROPOSED CALTRANS R/W AND ACCESS CONTROL 40 LF CHAIN LINK FENCE (TYPE CL-61 AT R/W LINE BEGIN STA 1772•50 END STA I 772•90 EXIST CITY \ I I \ I I R/W--/\ I \ ;.J 0"' a/;; );} .@ .: -"' • z fr "' ... ,. .,, .;, 0 "' 0 z •PL• "' PO I NSETTJ A LANE • II so 5 REGISTERED CIVIL EN01N£(A Pl.ANS -4-PPAOVAL DATE; CllY Of CARLSBAD 2075 (,AS PALMAS OR I VE CARl~aAD, CA 92009 POYLE ENGINE~~ING CORPORATION 7807 CONVOY COURT, SUITE 200 SAN OIEGO; CA 92111 1 ,------·-· --------.------------- ------------w•--.~•w•, •--~,.,,-~---------- OTAL SHEETS CONSTRUCTION DETAILS SCALE I" •20' C-5 • ~ ' 0 . w >-'· "' "' 0 > w w .. tr. w ,. >-w .. tr. 0 • >-"' .. '-"" .. 0: <..> '->->-□m w .. .. a "'"' 0 .JZ w :, <> " <.>-.., .J"' w ""' I o □ 0 >-Ill ~ I-':' • "' I- "' X w > <( 0 z ..I <> .; :Ii w <> Cl) i!s ,__ -,_ <c f 0 ~ ~ -<c •· ~ 0 ,_ z ~ ,__ <c ... ~ ~ c, GUTTER SLOPE• SUPEREL[VATION OF POUR MONOL I.TH I CALI. Y WI TH ROAD7 CONCRETE BARRIER~ I 1 ~ 10~ PCC GUTTER 10·-o· UTTER TRANSITIO ~ _/ ;;,1 •. . b-_. . . .• • .. • .. ., ,. . , . I CONCRETE BARRIER (TYPE 28A I (MODIFIED) SCALE I•• I· -o· INLET WIOTH SHOWN ON PROF ILES 10 1 -o· UTTER TRANSITIO GUTTER DEPRESSION PROFILE FOR TYPE OS ANO OL INLETS ONLY SCALE IIOR I Z I' •4' VERT I· a I• 0: .. ~· ~~u • ~o~ •• I" W ,_ u <.:> .: -:i 0 o;r I-(r '. • "'<D ... ... Jr: l/4" RAO I US .: .. '. ;. '. ;, .. '. • ,. •.· , . •· ,,; SCORE JOINT HALF SIZE EXPANSION JOINT MATERIAL WITH J/4' THICK BEAD OF JOINT SEALANT OVER. MATCH COLOR WITH CONCRETE 1/4' RADIUS .. llo. ,-I;> .. 11 so s PLANS A~PROVAL D_., TE CITY OF CARLSBAD 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009 BOYLE ENGINEERING COAPOR~TION 7607 CONVOY COURT. SUIT£ 200 SAN DIEGO, CA 92111 EXPANSION JOINT HALF SIZE STAMPED PATTERN SCALE I • 11 I ' -01 NOTE• PLACE TRANSVERSE SCORE JOINTS 16" C·C ANO EXPANSION JOINTS 48' C·C ELIMINATE REIN· FORCEMENT WITHIN 2" EITHER SIDE OF EXPANSION JOINTS. • • " <..> w 0 cc zww -~>Cl :, 00 • • cc " "' <D ,----PLACE EXPANSION JOINT MATERIAL ADJACENT TO CURB. PLACE J/4" THICK BEAD OF JO I NT SEALANT r OVER JOINT MATERIAL. MEDIAN MINOR CONCRETE (TEXTURED PAVING) WITH STAMPED I PATTERN (COLORED) I •3 BARS AT 16' C-C BOTH WAYS MAINTAIN I 1/2" CLEAR 1 ABOVE ANO BELOW SECTION SCALE I•• I' -o• I.O>: MIN CONSTRUCTION DETAILS MINOR CONCRETE (TEXTURED PA YING I POINSETTIA LANE MEDIAN SCALE AS SHOWN C-6 • • • • 0 ► w "' "' 0 ;, "' w <l'. "' "' > ,., w ~ ,r 0 ., "' 0 ,,. >-""" w "' t-C\ C, ~w .. a: "' ;,<.> " <.>-0 _,,,. "' ~w X <.> 0 0 ~ w a ... "' ... f5 :c 15 -c z -I " "' :::i; w 0 0 ~ = "' 0 ~ ~ ij • 4' MIN • ~ 8" MIN. -10" MAX. TYPE 'A' PAVEMENT MARKER AT EDG[ OF NEW PAVE/JENT' f.-..EXISTING I PAVEMENT -----z.._ -==i COUPLINGS .-----12" MIN OVERLAP OR COUPLING -"i d BAND WIIEN EX TENS I ON MHCfl[S CORRUGAH:0 STEE:·-==::'Tl:::=F9' EXISTING CONDUIT . PI PE CONOIJI T · WATERLINE CROSSOVER EXISTING CONDUIT SPRINKLER CONTROL AND CROSSOVERS CROSSOVER WITH PULL WIRE FELT PAPER PLACED IN OPENINGS 8ETl'IEEN CONDUIT AND CROSSOVERS. !TO KEEP BACKFILL MATERIAL OUT OF CONDUIT! SECTION EXTEND IRRIGATION CROSSOVER SIDEWALK FOR CASE C CURB RAMP NOT[, SEE NEW STD PLAN A88 FOR CURB RAMr DETAIL$ NOT SHOWN. SCALE I' •5' -0' ( MODIFIED < TYPICAL l JOIN EXIST CURB & SW '----12 Lf TYPE Al ·6 CURB SIDEWALK FOR CASED CURB RAMP NOTE• SEE NEW STD PL.AN A88 FOR CUR8 RAMP DETAILS NOT Si'IOWN. SCALE I' •5'-0" 10' DIKE TRANSITION NEW OR EXIST TYPE A DIKE STA AND OFFSET SHOWN ON PLANS 10' OR 18' TRANSITION PER PLANS 1ST COUNTY f\OUTE II SD 5 R44. 9/R45. 9 28 RCGISTE~EO CIVIL £NGIN££R Pl,t,N'S .tiPPROVA.I, DATE. CITY OF CARLSBAD 2075 lAS PALMA$ Oft/VE CARLSBAD, CA 92009 BOYLt tNGl~EERINC CORPORATION 7807 CONVOY COURT, SUITE 200 SAN 01(00, CA 9211 I TYPE E DIKE 10' OR 18' DIKE TRANSITION NOTE, SIMILAR .FOR DIKE TRANSITION AT CURB RAMPS SCALE I' •2' -O' ECR r------------------ 1 J I I I I SIDEWALK FOR CASE E CUR8 RAMP NOTE• SEE NEW STD PLAN A88 FOR CUR8 RAMP IJET A IL S NOT SHOWN. SCALE I" ·5' ·O" ECR CONSTRUCTION DETAIi!! SCALE AS SHOWN 1' I ll '1 • CJ "' >-"' m 0 > w w "' "' w ,. ,_ w " "' 0 • ,. "' u ':,. >-om w Ol ,-o "w 0 .,,, w :, Cl " <.>-<) _, <ll "' ""' " <) 0 0 ,_ II.I I ... " • "' ... "' -.., :z: > C 0 z ..l "' :E "' "' <> II) l5 ,__ -,__ • is n v• = -= ,__ :,,, ,__ = ~ = ... a. ~ -z = 0 ~ --' , cl I ) :,,, = • ,__ ... ,__ = ;'.!,I • "ilijii\-1 • "' • • •NOTE• TYPE A O I KE UNOER MBGR PER OIKE POSITIONING DETAIL, STD PLAN A77F TYPE A ORE DIKE OBJECT MISC AC (0,20' THICKI I TRANSIT~~N ETW ----------------TY~ICAL SHOULDER FLARE SCALE 1'•10' TYPE A ORE DIKE 0: "' ,- 1 ST COUNTY ROUTE II so 5 REGISTERED CIVIL ENGINEER PLANS APPROVAL DAY£ CITY OF CARLSBAD 2075 LAS PALMAS OAIVE CARLSBAD, CA 92009 80YLE ENGINEEMIMG CORPORATION 7807 CONVOY COU~T. SUIT[ ioo SAN DIEGO, CA 9i111 TOTAi.. SHEE:!J I§ ... u z HORIZONTAL DIMENSIONS ON PLANS ARE REFERENCED TO FLOW LINE, • "' . "' ::>w uz .... ::, <.:> ... _, 0 "--t 0 -' .... "- 5' 4• --' / SLOPE • SUPERELEVATION OF ROADWAY "' AREA• 1,29 SO FT MODIFIED TYPE "B-2" CURB SCALE I 1/2' • I' -o• SLOPE l/4'PER Foor-...,___ 6' "-_, 0 153 ,-"- le; n. --' UNLESS NOTED OTHERWISE ;:.. •• • ~ 1-1 /2' EXCEPT AT CURB INLETS l.:._'.~_,__:___....\~2"'-;W~EA~K;;E~N;;:E;D__.__,r~ PLANE JO I NT -, AREA • I. 5 7 SQ FT 2'~6" TYPE -0 00 CURB SCALE I 1/2' • 1'-0' CONSTRUCTION DETAILS SCALE AS SHOWN • , Q w ,. "' m > D w "' QC "' w > ,_ w .. QC " ,r ,_ "' ··----'·--~ .. ' "' ... ,. REPLACE OR MODIFY "' EXISTING PLANTING AND u IRRIGATION AS REQUIRED ',. ,. om "' "' '"" " .. "' ..JZ "' ::,<> ,, u-u ..J"' w .. '" I uo u ... Ill I I-"' • ., I- oc :i: w > -c 0 z ..I 0 :Ii "' w " II) i's ~ ... ~ = • C, "-V, = .., = ~ FG \5 ,_ "" '!,! ,, i:r ~ a ~ .::::, ., :2'. o, C, ~ ~ ... i ~ \5 '" • ,---... ~ V, • A 15'-4" TYPE GB WALL, BACK SI DE ON!, Y -8' BLOCK WALL, HIREE COURSES HIGH, TYPICAL Of 3 SIDES AND PLANTER RELOCATE EXIST GROUND· MOUNTED FLOODLIGHTS (2) ITYP)~YP~ ~l ■1nr1M1Jomm:---,~~1 Ra.intree GRILL a BAR FG ELEVATION FG NOTES, I. APPEARANCE OF MONUMENT SIGN SHALL MATCli EXISTING MONUMENT SIGN. MATCH EXISTING CERAMIC TILES, STUCCO FINISH, ANO OTHER MATERIALS, 2, EXISTING MONUMENT SIGN SHALL REMAIN IN PLACE AND OPERATIONAL UNTIL NEW SIGN IS COMPLETE INCLUDING ELECTRICAL CONNECTION. RECONSTRUCT EXIST PLASTIC LETTERING\ 4"X4' OFF-WHITE CERAMIC TILES l'·IO' 2'-6' ,i.:,__,:c.:..,i-.:....-=----1 8' FLUORESCENT !TYP LIGHT FIXTURE SIDES) WITH 2 8ULBS MOUNT WITH 3 METAL BRAKETS 4x6 WOOD BEAM RECONSTRUCT EXIST PLASTIC LETTERING ;., SECTION A-A "' • RECONSTRUCT MONUMENT SIGN COUNTY A(liJTt POST MILES HE'.E: TOT AL PROJECT HO. so 5 R44, 9/R45. 9 30 REGISTEREO CIVIL ENGINEER PLANS APPROVAL OAlt. CITY OF CARLSBAD 207S LAS PALMAS DR,v£ CARLSBAO, CA 92009 80Vl£ ENGINE£Al"G CORPORATION laOl CONVOY COURT. SUITE 200 $AN DIEGO, CA 92111 STUCCO FINISH OVER METAL LATH 2x4 WOOD tRAME <TYP) TYPE 6B WALL I .• I I " CONSTRUCTION DETAI' S ' SCALE 1 /2' , 1, ·O' C -9 ,,,_ ' ·-----------------,-----------,--------- • 0 w ,.. "' "' > 0 w w "' " "' w > f-w .. DC 0 ' f-"' .. ' 0 M ~ u ',.. ,.. cun w m t-0 0 .... .JZ w ::, <> " u-u .J"' w .. w :,; u<> u .. Ill % ... <> it-;;; ... -"' :i: w > ,c 0 .., z "' :IE "' w " ti> i!'i ~ .. -• ~ .,,, :ll "' ~ ~ C, \;, = ,. -"' 'if. = "' :,', = ~ "" ,:;-J . ,, i ~ C, ,,., • ,_ < ·-.,,, • , .. ~. ~,_,__,_,_.,, ' ' SD 5 R◄◄• 9/R◄S. 9 AEGISTE:R£D ~IVll ENGINEER PlA.N'S APPROVAL OAT£ CITY OF CARLSBAO 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009 BOYLE ENGINEERING CORPORATI~ 7807 CONVOY COURT, SUITE 200 5AN OIEGO, CA 92111 ~'<iJ..I LIIILLIJ.1 IJ"l.(' J.• IJ' L.l..LIJL.LilJL.LJ.lill.UL.LJ.IJL.Ll.Ull.j " llllflll/!1111111 ·-illjffltlll''i,,, '™~J J~l~I LI ylf..1.I J,.I I.Jf!LLI J.I I.JIil.Li J.I I.JI ll.(I 1.UL.l..LJ.llJ.LiL.L.LWJ.IJLLJ.LUJ.IJLL.!.ll(J.LJL.L.LLUJ.LJLLJ.ll(J.LJL.L.LWLLJ.LULUL.LJ.IJL.LW-UL -. --. fj j I I I I Iii 111 . IIIJlll/ff/ljll . -II I j 1111 I I IJ Ill llltf 111 I I I I I 11 I 111 j I 11 I I I I 11 11 f l.il..U...U...I, 1.1.Jllllllll.illl 76. 50' LT I 7J3+50 • •• ..Ll..U .. UJ-Uuu .. u .. u ... u .. ..t.1I 111 ! 1 MODIFY INlET II SEE DETAIL SHT 0·18 :::s ~ -=:;;'"-? ==-::::,,~--'=--. ") ---.,,------=c; -------'~~~-~-E"~~~-=-----~ ~ --==-==----.. :;;__;;;;, -.;::'------~ ....----------~;;;____, ~~~:y-_--. ......::..:::=.-:=:=:J• '" ,. NOTE• CONSl'RUCT All DITCHES WITH CONSTANl SLOPE 8ETWEEN SPOT ELEVATIONS SHOWN. LEGEND• TRENCH RESURFACING SEE OETAll SHEET 0·15 TTTTTTTTT EXISl STATER/WAND ACCESS CONTROL 0 0 + m· "' N ,-I -C> CONTOUR GRADING AND DRAINAGE PLAN TTT'mn<' ENO STATE R/W ANO ACCESS CONTROL J ______ rn,s PLAN ACCURATE FOR CONTOUR GRADING ANO DRAINAGE ONlY -.,..-----·---------------S-CA_l_E_•_·_•_s 0 _· ___ G..,....-_1 _______ ~J; • • • • • • >-.. 0 w V, > "' "' ,_ .. ',.. 041 w ,-o .. w :C:1i v-.JU> ..... uo I-I .., -"' "' w iS 1i ;;; "' 0 -"' ~ ~ ~ - 0 w V, > w "" w ,_ .,, 0 "' ' "' ,. "' <..> >-m 0 w ,, u "' ,: u w ... I- X ,c ..I ::I (/) '--'j l", = ~ -~ = 0 0 • (1> .., ... I <!> <( I-,-"' "' w w :r z "' _J :r u ,- <( ::l' , 146,00' RT 1739•67 'A' BEGIN DITCH AT EXISTING FES I 10.00" LT 1747•40 'A" BEG.IN CONC DITCH LININGl .• / ~iz;Trl-;-::E=f---.:F~! 7 I 873 LF CONCRETE DITCH LINING BOTTOM WIDTH•I.O' SEE OETAIL SHT D-14 THIS PLAN ACCURATE FOR CONTOUR GRADING ANO DRAINAGE ONLY PLANS APPROVAL DAf( C ITV Of (:ARt,.SBAD 2075 LAS PAI.MAS DR I VE CARLSBAD, CA 92009 BQYlE ENGIN£ERING CORPORATION 7807 CONVOY COU~l. SUITE 200 $A~ DIEGO, CA 92111 950 LF CONC DITCH LINING BOTTOM WIDTH •l,O' SEE DETAIL SHT 0-14 ----------------=-=-:·:::r--=-=-==-----_ -1~ ------~~------------~--~-~~----~~•U-----=--L : •A• LINING --=-~ ---tr\r -,\ REMOV~ CONCRETE Ol'!CH LINING BOTTOM WIDTH•l,5' 150,00' RT 1751•16 'A" JOI.N CONCRETE DITCII LINING S0110M WIPTH•I.O' SEE DETAIL SHI D-14 0 0 + .., "' .., t-I -<!> <( ... ,-w "' w "' :r z "' _J w w :r "' u ... <( ::l' CONTOUR GRADING DRAINAGE PLAN SCALE I' •50' G-2 AND I • Cl • w >-"' m > 0 "' w 0: "' w • > ,_ w .. "' 0 ,_ ,,, .. ' c:, .,,_ : u '>->-om .. "'" !;;w 0 w __, z " a ., u "" w __, w :,; ~ 0 u ,_ w :,; ... "! ... • "' "' :c "' > C 0 ... z " :Ii ., w " (I) (!! ;:: ;!' ~ 'k ~ ~ z -"' .... l's .... "' \\! .... "' -ea = -',;: ~ .... -j ~ ~ "' ~ .... k -.... ~ • 0 0 • "' \fl N ... ' -C, .. ... ... 1,J VI 1,J 1,J :c zVI -1,J ..J 1,J :,;: VI u ... .. ::i; LINING CONCRET~l~i~~~.0' BOTTOIA L SHT 0,14 SEE OETAI -15' MIN 0 ' T 32, 80 , PL•3' 1756♦ 0NC OITCH IS/DEi JOIN NEW C $HT 0-14 SEE DETAIL TRANSIT ION 10' DITCH SHT 0·17 SEE DETAIL (SIDEI ONC DITCH JOIN NEW C SHT 0·14 , SEE DHAIL AC OVERSIOE DRAIN REMOVE CONCRETE DITCH LINING• 2.5' BOTTOIA WIDTH Lf CONC O ITCH 450 OM Wll>TN•l.5' ~~\ETAIL SHT 1>·14 T CONC 0/TCH JOIN EKIS SHT 0·14 SEE DETAIL IENOI ""'- -·,.,.i \\<f, " . ". ,,, \I .---Q ,-:;:;:-.--;;-~=;t: ~~-' . --~ ;;: ------------===;::--,-... =r:rnc __ 760 ,l'EMOVE INLET ANO -- J.8<!,NUOtl SIJL\IIBI --- -Q 80' _, ____ --..._~--CON€~€_~- 0 0 ~J, OJ) "' ... ' -C, SD AOUTE 5 POSLT P~b~E~T JOU R44,9/R4S,g RE:Gl~TE:RE:D CIVIL ENGINE:ER PLANS APPROVAL 0.UE: CARLSBAD CITY OfS PALMAS DRIVE 2075 LA 92009 CARLSBAD, CA CMPMATION IJOYL( ENGINEERING su,Tt 200 NIIOY COURT~ 7807 CO CA 92111 SAN DI EGO. ---<( ..... =. ___ ti !!: :c ~ VI -1,J ..J 1,J :C VI -----u ... -· --_ --~ NAGE FACILITY REMOVE ORAISIPATOR, (ENERGY DJSPROTECTION, ROCKP Sll~~H WALLS) -D+'f~~~-~-2, O' ~ BOTTOM <A 'PL•2· T I 761 =,';'S..C 61,50' R AT OCPI INCH~--ENO DITCH SHT 0-15 ...... _ .... ____ ·-----..........._ F CONC DITCH LINING 1030 L •I 0' BOTTOM Wll~T~HT.0·14 SEE DETA ANO S CCURATE FOR THIS PLAN A R GRADING AND C0NT0U SEE DETAIL L 2' 64+00 tp ~ 57,50' ~~~:CONCRETE BEGIN I INING DITCH LWIDTH•l.0' BOTTO::,TAIL SHT 0·14 SEE o~ DRAINAGE ONLY ....,_,....,.. .. _ .......... ~_ SCAl.E I' •50' G-3 AND • 0 w >-V) ., -> 0 w w ,r ,,, w ;, .... w .. ,r 0 • 0-"' .. ' 0 ..., " ,r u '>->-QO, \!!o al .,w 0 56 w ,, ,,,_ u ..,,,, w .. w I uo u .... w ~ I-, l' " ' I ' • ., I-\. "'·P \W -\, I ([ ::c ~\ .. > ,c '\' 0 ..I \ I z --"<-. " :E . ,l \ ., \ w \ " II) I I I I ~ ;:: .. • 5 B; :; t' "' / \ ( ,_ i?s ,_ z 'i, ·-"' ~ "-= "' ~ i ~ ~ ~ " I ls -• ,_ ... ,_ = • , REMOVE CONCRETE DITCH AND GRAOE TO DRAIN \.--. '-...,..,,· / ,, -<'.:,' - ls-7 [-· i.:, - ii I I \ I I ----- I I t\ I ., :>-\ «\ I \ I I THIS PLAN ACCURATE FOR CONTOUR GRADING AND ORAl~AGE ONLY I ST COUNTY ROt.JTE 11 so 5 REGIST£R£0 CIVIL E~G1N££A BOYLE ENG1Nr.EAIMG CORPORAllON 7807 CONVOY (OUAT, SUITE 200 SAN OtEGO, CA 92111 II) N • ' "' <l) II) I'-I -C) <( ... ,-UJ Ill UJ uJ ::c Z Ill ~ uJ uJ ::C Ill u 1--~ CONTOUR GRADING AND DRAINAGE PLAN SCALE I' •50' G-4 • 0 "' >-"' m " :,. "' w ., "' "' :,. f-"' .. tr. " • f-.. 0 gs 0 '>->-""' "' ., f-0 0 """' .JZ w :, <> " u-" _,., '" .... i'i uo .. Ill :,; ... "' ;;; ... "' :I: w > ,c 0 ... z "' :Ii "' ... 0 u, i!!l -... -5 "-IQ ~ , .. l,!s !;. Isl Ii, -"-LJ C, ., z ~ '= ;;I. j '-' :,,, LJ ---= • o.n N • ,.-, <D r-..,. ' "' .., ... ... uJ 1/1 uJ uJ :i: z 1/1 uJ ...J uJ :i: 1/1 u ... :! a, REMOVE INLET ANO 4 LF CUL VERT "\'. sit>. ~ \.'" w,t,.iC I I I I I I \~ \ \\ 0 I \ I ,\ I \ \ \\ \ \ \ I I \\ I I I I I I I I I 565 Lf CONCRETE DITCH LININO BOl'TOM WIOHl•l,O' ~EE DETAIL SHT 0-14 ADJUST STORM DRAIN MANHOLE TO GRADE 15' MIN CATCH ~ -43, 00' RT :J.)69•70 "PL·I' REMOVE CONCRETE DITCH LINING. BOTTOM WIOTH•2.5' OJUST STORM DRAIN MANHOLE TO GRADE 78,00' LT THIS PLAN ACCURATE FOR CONTOUR GRADING AND DRAINAGE ONLY 15 COUN'tY POST MILES TOTA PAO£ T II so 5 R4◄• 9/R45. 9 35 ~"'i, ~ICffAEI t;RINI,, PL'"'•"'•"'•'"'•"•""••"o""v""•Lc-:,D•"'r"'•----11a:: Ni;,, 3'45ZZ :D CITV Of CARLSBAD 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009 BOYLE ENGINEtRIMG CORPOAAllOIII 7807 CONVOY COURT, SUITE ~00 SAN DIEGO~ CA 9211 I CONTOUR DRAINAGE SCALE 1'•50' GRADING PLAN G-5 AND .. ······--·· -------------------------------,----------r---------~ ,.. "' 0 w "' ,. ., 0: '->-0,0 w f-0 .... .JZ '"' o-_,.,, "'"' oo .. ~ ~ • "' 0: "' i'i ~ .., ui "' 0 i5 ,_ .. -• ~ = .. = -\5 ,_ ., ':'ii -~ 0. = Q .. ~ ~ ~ .'.\ l5 . • I" ~ ~ 0 w "' > w 0: "' '" .. 0 "' ' "' ;., 0: u ,.. ., 0 "' "' u w "' 0 IU I-I--::c <C .., :I 0) I • 0 0 • "' ,-. "'. ,-. ' '-" .. ,-. I-w Ill W w :r z Ill ...Jw w :r Ill u 1-.. ::!' I , 0 ·-i I I I I I I I ( 'l \ I ' I __ , --~~-:...-,.......,------"': ·---__ ,~,.......... ----- ---_,_.$~ . ---R"~ igt.,- SE · SHT !FIT --~_.,.. -,.,,1=._, 12 LF CONC DITCH LINING < c BOTTOM WIDTH•2. 5' ) SEE PROFILE SIH D-12 JOIN CONCRETE DITCl1 ISIDEI SEE DE1All, SHT 0·14 46.0" RT 1773•78 "PL·I" BEGIN CONCRETE DITctl LINING AT [XISTING HEADWALL fL•75.00 REMOVE UNSU IT ABl.[ MATER I AL TO A OEPTII OF l' PRIOR TO CONST'RUCT I NG CHANNEL =--- REMOVE 40 LF 1780 AC OVERSIDE ORAIN ~· -----~ 0 • -·---------~"""::==-------------- COUNTY so 5 tOTAl p~b~E:iT R◄◄.9/R◄5.9 AEGISTE~EO CIVIi. £MGINEER f>LA,-i$ APPROVAL DATE CITY OF CARLSBAD 2075 lA5 PALMAS DRIVE CA~LSBA0, CA 92009 80YlE ENGIN(£RIMG CORPORATION 7807 CONVOY COURY, SUIT~ 200 SAN DIEGO. CA 9211 I i, HEE TO Al. NO. SHEJ'.T$ 36 ---~::z====--:r..::==:.:;.:=.....--____ ,7.,----______ --------r---------- ------------------------------------~ ------------------------- ::--.., I 85.00' RT 1781•80 "A" 'f f i \ ,, rr, ,, CONTOUR GRADING AND DRAINAGE PLAN SCALE 1"•50' THIS PLAN ACCURATE FOR CONTOUR GRADING AND DRAINAGE ONLY --------· • • • .. :c <> -.. "' "' • iS z <> "' .. 0 -,c \ii: s fu <> Ill ... ... -:c -c .., i ! i 1---1---a--4 ___ -J.-___ 41 1 ---+--....,,....--+---+-----,-·~;~~-+----l---+"'~•j:::.;.._~1· ---+----l---.il '-,.=J......-.,,.~~Rlt1D'E"-l--mhh1,• "l1~:,..w • ·"UJ. "~E..~,r• ,l'.'._S,cI.1,~'_m "'"L~S\2"~--;.' ---i1 ---+--------+----~---!----+--~ I I ::C~ ~1~~ 11"1 / ·•11n1~-•~--• . -I ' i (,.)--O'I -I I . i : I j 1---1-a--+----J.------+---+-----'/l-----+---+----+--J"::~!,--+-----'f---+-<>J«;i ~ ,i:; C / • .. ~ ..... ~] ..,ftOttN,_ I I I I-I -fl ti!--! 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CA 9211 I I ,... --a ·~ I ' -·· I 1(TCH L,INING S-15. ◄JX ' I ' I ' I 0 I e-i:-~ ir;.1;tI5. n_i.: n-it.. ' ' I ' ' I i . I ., ····--w I I +NO OET~IL SHT IO 14 x, ·.~, IL• ,. i -J9~ I n~~1 T~e~SITI~~ I I I -' ► "' I I ' ' m -90 " ◄5,00 RT 17 4+7n ·, -I • L NED 01 CH D-I I ' ' > 0 w I I :: /EXIST HEAOWA L l I ... ..,. ... .., ......... ._ ... ,,1 1,.1!" 1"1 I ,--241' RCP ! ' .. .. "' s;◄. orn • i "' . ' ~Rfn -w -I I olncH I > I-I I I I Fl •75. 00 I / . s· STEM NO G CONCRETE LINING I 0 ' .. .. "" ' + "" ' I ..BO~.WIA WIO~IH-3 5' "' 0: 0 ., • .; I ..r!--I I i I i I ,__ "' ,1o, ? I •;c -,:! .... -I ' ., , ! / i : '" I I ,1 I I 7n u I I I . c, •69 . .\ I I / ! -, \Sl'-.zc....aa,: 4 '-► oa, >-I S•J. OJ ,. I \Cl• \._ORiGINAL I / I "' .. "" . '" .. GROUND I ... ., I "" ..... Q I -' z .., i j ,. I /i """ " I u-u -' VI "' I ! ' : / , I cw :,; ' I uo u I I I I I i _,,.,, I I I I i ----I ' ! I I I-w I ., 't.N I 1 -I ' : :,; ... I -· " -"' ... ; .✓r I 0: :c I . "' : I li ,c I V ' -' ..I ' ' .. z I / I . I " :Iii ' 0 "' .. "' / + C co "' ... . . '... I f -3. 5' >~89 Lf ONCRET DITCH llNING i -' .... ... .,..2........ --.. "&l.A-1 -. <>-I I DC / NERGY I ISSIPAtOR I . SEE OHi IL SHT 10-17 ' i ~ I I "' I 1 I ' ! An .. N i . '8~--ft ~/ I ; ' ' I I I • A __ l"i FL•69.71 I ' ' I : : SYSTEM NO 0 ~ "' ' I • r I I i ' i ' IOG TOP Of O ITCH 0----I ' : . I ' I ' ' ' I ; ... IJOO , -7n • ~ ! ; i ' ·:, !ii • : \, .'l2 ~-----\r,-• I ' !1 -. ··; ... ·-·-"' ' " ~n ,:I 0---- ~ i . ' ' ......... .. , .. .,, ...... ... ·······-""'ff''~'SM"' . ..... ____ ,,_ 1 ..... .F:L:a;6.9 • .o~ ..... ,.,, ...• , .•. -' : ' z ~ " ' -NOTEi I.' SEE SHl G·6 FOR PLAN:VIEW : !li . . I ' ' '. ~ • 2.: SEE SHT 0-2 Fo/f OUANTI I IES I I I ' ' I .. ' ~ .... ~ .. ' I I i i i ... ' I ' ' i I : ' ! ' ' .,RA"INAGE---PROFlt:ES I ' ' I ' I ' .. ,.,,~, ... ,, •.. _, : ' ' .1 : i ' .5 i I I ' ' I ' I ' ' I . ~ ' I ._ ~ ' ' • -··------~· ... --··-·-· ·····-~·-·'""' ... ,., ····-scALE 11eR 1~·--1_.___. o•~ --0,.12·· ... -I ' ' VERT 1"•10' .,, • : • • $ti.tWll'I ,.. , I • I I l"". lb'>.f ' " w ~ "' ., " > "' ,, "' O'. "' "' > I-"' .. "' 0 • ., QC u '-,. ,. C><O "" m e-0 0 ..... 5r; ,., ,, <.>-<.> -"" "' ..... :,; <.>C <J I-Ill ~ ... ., • "' ... a: :i: w t ,c z .J ., ::E .. w 0 Cl) ~ -... ~ • ~ ~ ,,:;, ;:_ ,_ ~ .,. " ~ ~ = ... ~ i,1,,/ = ~ = ~ ~ ~ ;:-; j \!, = • ~ ~ = • ii\, SE:CTION A-A •4 0 4• (TYP) PLAN TYPE "J-1" COLLAR DRAINAGE SYSTEM NO (i)@ , {J) @ , @ @ , @ @ NOTES• I, CHIP OUT EXISTING CONCRETE AND CUT EXISTING BARS TO ALLOW 2" CLEAR TO OUTSIDE Of PIPE 2. MAINTAIN 2' MIN CLEAR SPACING BETWEEN ALL REINFORCING BARS ANO SURFACE OF CONCRETE 3. TIE NEW BARS TO EXPOSED EXISTING REINFORCING SCALE 1 • = 11 -o• --............... __ SECTION TYPE •J-2• COLLAR DRAINAGE SYSTEM NO (j)@,@@, @ @ SCALE I"• I' -o• •4 o G" BOTH WAYS ------+- TIE COLLAR REINFORCING TO INLET REINFORCING ITYP) 3 •6V SECTION TYPE "J-3• COLLAR ORA I NAGE SYSTEM NO 0)@ , @@ SCAl-E , • "'1 1 -o· IS COUNTY fU)UT£ 11 so 5 CITY OF CARLSBAD TIE COLLAR REINFORCING 2015 LAS PALMAS DRIVE CARL3BAD, CA 92009 TO INLET REINFO/lCING <TYPJ 80YlE ENGINEERING COAPORATI~ 1807 CONVOY COURT, SUIH 200 SAN DIEGO, CA 92111 ~ CLASS C CONCRETE /BACKf/LLl r 12' MIN ITYP) ·ol; ~ .,t!li:~i!!t.. ....... --l-..J,,.-4 -• 4 ( NEW OR I EX 1ST RCP 4-•4 O 6' c-c NOTE• PLACE ALL REINFORCING STEEL MIN 3" CLEAR TO OUTSIDE OF ENCASEMENT ANO MIN 2' CLEAR TO OUTSIDE OF PIPE, CONCRETE PIPE ENCASEMENT DETAIL SCALE 1/2'•1'·0' WHERE COLLAR IS USED TO CONNECT TO EXIST RCP, CHIP AWAY EXIST CONCRETE TO EXPOSE 6' MIN Of EXIST PIPE ' RE I NFORC I NG, -I ir'I I-9' MI N \ I I I ITYP) \ . ·lL . II -I·. ----~ce oR 1:.-csP ' ti H--~ 18' MIN ~ . NOTE• PLACE ALL REINFORCING STEEL MIN z• CL.EAR TO SURFACE OF CONCRF.1[ TYP 4 SIDES r6' MIN 3·•4[j' MINOR CONCRETE (MINOR STRUCTURE) t PIPE ~ COLLAR I ELEVATION SECTION B-B TYPE •L-1" COLLAR DRAINAGE SYSTEM NO (j),@.@,@,@, @, (D) SCALE 3/4'•1'-0" DRAINAGE DETAILS SCALE AS SHOWN D-13 • • • • 0 w >-m "' 0 :,. w "' "' "' "' :,. ,_ "' .. "' " ... ... -< ' "' .. "' ,., '>->-am w ., H) .,w " 5~ "' " u-'-' ..,., ... .... :,; '-'" '-' .. w 6 ... ..... ffi z i; ,c z ..I " ~ -;! 15 ~ := ~ -z \ii! -"' ~ "--= <> ., z 15 ..... ~ i ~ I":' ;! = • EXIST ~ DITCH "- :,; :,; ~l--------t~~d.!."'l¥.~~~~§;-----~~ ~ 0 >-NEW DITCH WITH SAME ,-~ CROSS C ION AS EXIST "' w ~ ~ z 1---~;--------l~ EXPOSE 12" MIN EXISTING REINFORCEMENT (TYPl l====~,~====:::::::.:===:.::=======::::::.:=~==:C-~~ SECTION B-B LIMIT Of AC FOR AC OVERSIOE DRAINS 12• R NEAT CUT LI NE i----+------------------1----- PLAN NOTE• EXIST DITCH SHOWN. SIMILAR FOR NEW DITCH, JOIN NEW OR EXIST CONC DITCH (SIDE) 1757+00, 1760+80, 1763•00 LT • PL-3", 1773•85 RT •PL-I' SCALE 1/2'•1'·0" 6s6Wl.4xWl.4 WELDED WIRE FABRIC AREA PER TABLE w 1.0 I. 5 2,5 3. 5 AREA (SO i:-1 > I. 21 1.69 2. 64 3.GO W•WIDTH INDICATED ON PLANS CONCRETE (DITCH LINING) SCALE I' • I' -O' FG/OG cou,rl'Y ROUT< SD 5 R44.9/R45.9 50 PLANS APPAOVA.L DATE'. (: I TY or (:ARLS.8AP 2015 LAS PALMAS 0RIY£ CARl, SOAO. CA 9:i\'009 80YLE t"G1"££Rl~G CQRPOAATI°" 1807 CONVOY COURr. Suitt ioo SAN DIEGOt CA 92111 :,; ,., , .. 0 .. V> >< 10' TRANSITION TO "' MATCH EXIST z EXPOSE 12" MIN F~•!:::=~·=======::;-=cR:o:s:s=s:E:iicr=, o:N==~• _c_c_•;f"' '"" m ~oo~~ CONC DITCH LINING E DETAIL THIS SHEE , NEW ~-DITCH "- SECTION C-C N EAT CUT LINE"""'-.. ' • ,_ -···-···-···--···-···-···.........-··· ----· .. ........-... -c_..Jl<fil 1 DITCH PLAN JOIN EXIST CONC DITCH (END) 1751•16 RT 'A', 1763•00 LT 'PL-3' SCALE 112" • I '-0" -- -- DRAINAGE DETAILS SCALE AS SHOWN D-14 • 0 • "' ,. ., "' > 0 ., ., "' ., w ,. ... w .. o; 0 • ... w clc ... " ;;; ... "' :a:: .., > -c 0 ..I z " ::e ., .., 0 f) i5 ~ ,. i :ii ec ~ -"' !sl -"' ;:_ = <> .., ~ ~ .f i .., ~ = • -., -...., • ~~C DI TCH_L IN I NG SEE SHT D-1 ◄ .. · . ....:...._.· ··~··~ ...:.._~ .. ~·-- PLAN TYPE OCPI INLET IN DITCH END l _______ 1_ 11 --' ------. -----<_ •. ---_..-,-,.-._ TYPE OCP I INLET - .u__,_+'.~•-·•.,;...._, .. __ t•• · ~~ONC OIT£H LININ§. · · · SEE SHT D·I ◄ R-2'1TYP.l s· -o· PLAN TYPE OCPI INLET IN DITCH I. 5' I' MIN TYPE OCPI INLET 2. 5' 2, 5' I' I' SECTIDN A·A 2◄" WINDOW BOTH SIDES. WITH TRASH RACK NOTE• SLOPE FLOOR OF DITCH TOWARDS INLET AT 1.0¾ TYPE OCPI INLET IN DITCH AND DITCH END DRAINAGE SYSTEM NO@@,@@,@@,@®• <C)}@ SCALE 1/2"•1' -o• SD 5 R44. 9/R45. 9 51 EXIST AC PAVING NEAT SAW CUT ITYPI 0 ., 0)-.. o _, ,__ Q'. "' ,;,. u>O ·'-' o« ., RE:GIST[A.E:O CIVIL 11/.N(ilNEER PLANS. APPAOVAI,. tlATE CI TV Of:' CARL$8AO io1s lAS PALMAS D~IVE CARL$8AO, CA ~l009 80YLE £NG1~££Rl"G COR~ORATION 7B07 CONVOY COURTt SUITE 200 ~AN t.lltGO. CA 92111 I CENTER 3' WIDE PAVEMENT R~INFORCINC FABRIC OVER NEAT $AWCUT LINE ITYPI 0.50' MIN I <TYP! r NOTE• FOR EXCAVATION AND BACKFILL DETAILS NOT SHOWN. SEE STD PLANS A620 AND A62F TRENCH RESURFACING AREAS WITH TYPE I] PAVING DRAINAGE SYSTEM NO@@,@@,@@,@@,@@,@@,@© SCALE 3/4°0 1· -o· DRAINAGE DETAILS SCALE AS SHOWN D-15 □ w >-"' .. -> □ w w DC "' w > ,-. w .. DC 0 • ' ... "' .. '-0 ...!:l ., "' u '->->-om w .. t-0 0 .. .., .JZ w ::><> " u-u ..J"' w .. .., "' oo u ,-. w I I-" • "' I--DC :c w > ,c 0 ...I z " :E "' w 0 ti) l!i -.., ,_ • f ~ z _, "" -~ -z "" " I••·• "' ... CL "" "' ... z ~ ~ ~ 1'i j :,,, "" • -... -= lt1 •4 0 ' :;,. •6 "' PLAN SECTION A-A Q G "' w "' -"' :,; "-., u "' ,-. "' .., "" 4' iTYP> 4' ITYP> 2 - "' - o· ' 'r ;.. . .. • "' ;,cO ~ ----·-·-··· ··--·-· ···-------... ·-·~ - •4 G 2'- I ' I ., ......... ➔..; I/" 2 . 6'_ ITYP> ...... I I• I ':? I ·•=•". .. .. . -- ,:? I IY "1 I ' ·,., • . -· '. •·. :.. •· • •· SECTION B-B NOTES• I. INSTALL LADDER IN EACH RISER PER STD PLAN 075. 02 2, ALL REINFORCEMENT STEEL SHALL BE •4 BARS 18' C-C PLACED I 1/2' CLEAR TO INSIDE OF BOX UNLESS OTHERWISE SHOWN, 3, NO REDUCTION IN STRUCTURE CONCRETE QUANTITIES WILL BE MADE FOR PIPE OPENINGS, 27' OR LESS 30' TO 39' INCL EXCEPTIONS TO BE NOTED ON Pl.ANS TYPE •x• BASE STRUCTURE ORA I NAGE SYSTEM NO @@ , @@ SCALE 1/2"•1' -0• - H 3• -o· 4' -o· .. ··-·-·--·------ :,. ... ~ o--w □ om C l,J ....I w -"' "'" --< XI WU ., ., 11 -o· ~ ,--.. :i: N -l "' z +o a) z "" :,: u ASP 11/◄ TON> SEE DETAIL 2-•4 · .. " . :,, '. "' ' 9' .,, "' ., 3' -3' SECTION C-C scALE 1 • IC, ' -o· :,, 9 1 8 1 TYP I IP SIOESI SIOESI TYPE 'J·I' COLLAR SEE SHT D· 13. POUR MONOLITHICALLY WITH HEADWALL 02 (RSP 11/4 TON> SEE DETAIL L PLAN SCALE I' •4' "O' b6 NOTE• HORIZ ANO VERT REINFORCING SHALL BE •4 G 9' BOTH WAYS, WITH ADDITIONAL REINFORCING AS SHOWN PIPE HEADWALL TYPE A DRAINAGE SYSTEM NO @@ "' COUNTY AOUTE NO. so 5 R◄◄, 9/R45, 9 52 A£GIST£R£0 CIVIL EN~IN££R PU.NS APPROVAL OAT£ CITY Of CARLSBAD 207$ l./t$ PAl.MA$ DRIVE CARL$8A0, CA 91009 BOYLE ENGINEERING CORPORATION 7807 CONVOY COURT. SUITE ZOO SAN DIEGO• CA g2111 ORIGINAL GROUND OR FINISHED GRADE SLOPE PROTECTION TON, METHOD Bl TYPICAL SECTION ROCK SLOPE PROTECTION SCALE 1/2'•1'"0' DRAINAGE DETAILS SCALE AS SHOWN D-16 • " ,.. ., " " w "' > w O'. • " •-;! '>-""' w '""" .,.., .,z :, '-' u-_,.,, .. .., uo ... , ., • "' 0: "' 1i z ., "' "' 0 ~ I--I- • :;i, .,__ \le -= I- ~ I•··· z .., "' I-<c -.,__ .., 0 -z ~ ..... :al <.> \5 .., • I-... I-~ 0 w "' > w O'. "' ,_ .. 0 .,,, "' .... .., ., « u >-., 0 w " u w , u Ill r r ::c ◄ ,.J ::IE (I) i • W-3. 5' o.25Y. "' ' ;., "' ' ;., = ' ---' "- 8 + ... , ;., 20' OITCH TRANSITION 10' MINOR CONCRETE <CHANNEL LINING) 18' RCP SEE ORAINAGE SYSTEM SEE BAFF I. OOY. •4 c, 12' BOHi WAYS IN BOTTOM, SIOES, ANO ENO WALL SECTION 20' 10' DITCH TRANSITION MINOR CONCRETE (CHANNEL LINING) 18' RCP SEE DRAINAGE SYSTEM 5' r· I· [] -fil- I )n-I .. :.. '::; [] [] 1.·. 01~ [] [] ..................................... ·-···.........-··· ............... ··· -. --fl::l.........--1 1· OJ OJI I OJ OJ IOJ OJ OJ I, lTYPl ITYPI PLAN ENERGY DISSIPATOR 1778•00 RT 'PL-I' 5C.A.l"E I" :m:4' -o• ., 10' RSP 11 / 4 TON, METHOD 8> SEE on Al L $Hl 0-16 .: ,.. I- 10' RSP l 1/4 TON, METHOD Bl SEE DETAIL SHT 0-16 ~1 1 >-I- ,.. 1--l ... ···-··· EXIST EARTH CHANNEL B(IST EARTH CHANNEL ., • • • ___.____ N ·~ -~ CONCRETE DITCH LINING BOTTOM WIOTH•W1 lY. MIN .,-1 ... • 6.. ~' ;, ~--ta-_ . .,.-- BAFFLE DETAIL SCALE I•= I; -o~ 10' TRANSITION "' ... ... . . .. . S7. MIN;! 111:::::111: :111:::- ., "' ~- . ' .. .~ ... ~ .. ,:::::::,11:::- "-SECTION ,,, >- I- I SECTION 10' DITCH TRANSITION 1756+90 LT 'PL-3' SCALE I" a2' ~o• I I $1 COt,JNTY AOUTt II SD 5 PLAN'S APPROVAL DATE CITY OF CARLSBAD 2075 l~S f'AI.MA$ DRIVE C.A.Rl.SBAO, CA '9tOM POST MILE5 HEE TOTA TOTAL PROJECT NO. SHE:E;· !;i BOYLE ENGINEEAl~C CORPORATION 7001 CONVOY COURT, SUITE 200 SAN OIEGO, CA g2111 CONCRETE DITCH LINING BOTTOM W<OTH•W2 ;' . ,. IX MIN lll;::;;lll=:111~ N i< N " ,. N ,. DRAINAGE DETAILS SCALE AS SHOWN D-17 • • • • 1i. " ,_ .. .., C/1 s ~ "' .. "' ,. I-.. ... "' 0 ... "' "' ' "' ,. "' u '>-,_ om m .., 1-0 "'"' Q .JZ ... :,<> "' u-" .JC/I ... ..... I uo <.> ,_ Ill :,: 1- : 1- ffi z IS ,c 3 _, ., ::E .. 0 (II) ~ ... -~ ~ ... f= I!; ... "' ~ = ... ~ l!l ... "' ls ~ ~ -j ~ I!; ~ ~ "' t T 0 "' • "' "' ... ... ..J "' N . :, 0 ---.. ------·· ------·· --------~-------J~-~ EXIST FLOW LINE ij; 20' i-.-::.:_ ___ ___:c..'.'.... _____ ..,i EXIST 30' SCSP REMOVE TOP 1'·0' OF INLET ANO RECONSTRUCT AS TYPE G2 INLET PLAN SCALE I • •5 • -0' ... TRANSITION FLOW LINE TO MEET EXIST SCSP MODIFY INLET ORA I NAGE SYSTEM NO @@ ,-----------, ·-- II II II II ---· LUP'" ------, ------7 v ,,,.,,,.-EXIST 36" RCP ~ TYPE 24-12 I GRAT) I • .. I -- 1---~~-~~~-~_J :J 2'-1 I 3/8~ MIN OR T PIPE OD ,. 3" :!. PLAN -- I I / 0 -----tr--~ I \ / I .I I I I \ I ------.l.1 ------~ ... NOTES• I. FOR DETAILS NOT SHOWN SEE STD PLAN on 2. REINFORCING SHOWN IS IN ADDITION TO STD PLAN 073 MODIFIED TYPE NG2N INLET ORA I NAGE SYSTEM NO @ @ , @ @ SCALE I•• I' -0' FL•62.61 I -,--------- _, . ... ., > •o -::, -"' "' --'----'---~----'----'-- I' MIN ITYPl SECTION B-B SCALE I'• I' -o• TYPE 24-12 GRATE 4-•4 ITYPl ROUTE 5 PLANS ,t,PPROVAL DATE: CtlY Of:' CA~LSBAD 2075 LAS PALMAS DRIV~ CARLSBAD. CA 92009 ftQYl~ ENGINEERING CORPORATION 7807 CONVOY COURT. SUITE ~00 SAN OIEGO. CA 9%1 II CONSTRUCT TOP OF INLET SIMILAR TO TYPE G2 INLET 4-•4 ITYPl •4 do 6" (TYPl TYPE •os• INLET •4 OCI 6' (TYPl 3" FILLET ITYP> '. SECTION A-A DRAINAGE DETAILS $CAL£ AS SHOWN D-18 .. I I ' ~IST COUNTY AOUtE I ,oT•t' P~h~\!,, •'$.• '.ll'N·, SEE SHT 0·2 FOR CONCRETE SEE;~ . 11 SD 5 jR44. 9/R45. 9 55 I DITCH LINING. ASP. ANO ' CHANNEL LINING QUANTITIES • .. RE:GISH'.Al;.P l;IVll ENGINEER ,,,_ ~a.,A( I ; g -~ ru >-; s •~?wu:UAEI CB1111 \i 'i a ... I,! PLANS APPROVA.1-0,6.TE I -:~ ,..,, ~11 , ... " .. ~ ~ .. !!I ... g ,,tr. £tlf>,.~ .1..· ,__ ... g ~ f:l I,! .. CITY Of' CARLSBAP ~ ::.i-A ~ !i j,!j " g ,:I 5 I "' ~ !,!~ ... ~ g g ~ ... i 2075 LAS PALMA$ 0RIV£ l"t Of C~Y:,,r....-i ... i ... ~ °' 15 .! "'i .,g CARLSBAD, CA 92009 !li .. ll; t .. "' ;~ \I:! "' 0 .. g I t; ... z ,~ u u ;;l~ I d ., .. "'!:,i I~ IIOYLE ENGINEERll<G CORPOllATIOt< ~ i:I "' <> t' :.! r .. !!I,. z I! u f! f! f!~ i ~o 7807 CONVOY COURT. SUITE I!; ~ u l! lil ~ j!!:g 200 I I I i i ·j 2 ~ e, u us ., e, ~; SAN OIEGO. CA 921 II i .. 11 II ~ .. .. .. rl " I Ii! .. i ., :!'l ,t_ .. D .. .. t;~ ~i i i ae t a la • ◄ ;; SYST l.t,IIT .. II, II, ~ to II, " to ~ ;;, :', ,t_ SYST UIIIT " N ~ N ~-0 T' 0 DESCRIPTION STATION .:; .. 0 ... ◄ :,: 0 >-"' '"~ EA Is "' ., -EA u u Lf EA EA CY FT CT CT FT LF LF Lf Lf LF Lf LF LF LF .. DEG LB EA EA > 0 .., .. « 12 s Ul"xl2' RCP ., I a u.-• O·I I a -.. I D 4." I • J "" I TYPE "GI" INLE:l 78. 001 LT 1739•50 • •• O·I I D > ... • .. .._ I C >4 I ., .. 18"x30' SLOTTED CSP D-1 I C a: 0 I a I REMOVE INLET D·I I a ... "' :'i ' "' 2 0 u •• , I 4 s 2◄'xl◄' RCP D-1 2 0 ., 2 D I J,' I. n "" I I T rrt "GT' INLU 88. oo· RT 1754•90 ••• D-1 2 D 0: ,. I I 18"x20' SLOTTED CSP [)--1 .., 2 C "• 2 C ,,._ 2 a I REMOVE •MT D·I , 0 om ,._ "' .. ,-o 3 0 I., ,, PIP£ HEADWALL D-1 3 a ..... C, 4 s ,· :Wx22' RCP b ..JZ w 3 D ,, D·I 3 :,<> " 3 C 14.9 I. 8 oFn ' lYPE'. "GI" INLET 32.00' LT 1756•80 "PL-3" D ·I 3 C u-<.> ...... w 3 " u.c • " s 2◄"x8' RCP D-1 3 " ..:w " vO <.> 3 " I. S lRENCH RESURFACING • D-1 3 " ' 3 t I REMOVE INl,..H D·I 3 f 4 a I•• ' I. " ,co I TYPE 'GI' INLET 18.00; RT 1761•62.61 .... D-2 4 a 4 b • 0£ s ~-ll•Mf:i2' ~CP D·2 4 I> • I;: w 4 C 12. n '., 0£0 I TYP£ •Go• lNLtl 32, 00' RT 1761 •50 • Pl -2• D-2 4 C ., I-4 a n,4 CONCRETE ENCASEMENT • D·2 4 d -.. I-4 " 1. I l~£NtH RESURFACING• D-, 4 e -0: :z: 4 f z s 18'x◄◄' RCP D 2 4 t ., i5 ,c 4 n I z. c I. L 326 I lYPt 'Cl" INLET 32.00' RT 1761 •05 "PL-2" D·2 4 n ..,. 4 I I nn s 18"x68' RCP . 0-2 ◄ ' z 4 K 2., I•' "" I TYPE 'Cl' INLEt 36. 80' RT 1762•20 'J-'L-2• D•? 4 k ., .. :Ii 4 I " ,n D l◄'x28' CSP 0-2 4 "' 4 m •• I I I< I TYPE 'OCPf' tNLU 61.50' RT 1761•50 'PL-2' 0-2 ◄ m D ., 4 n 5 ''" s 2◄"x236' RCP D·S 4 n ◄ 0 5. I I I< I TYPE 'OCPI' INLET 63.50; RT 1759+10 1 PL-2• 0-3 ◄ a 4 D IU•• ., ., u 2'.11'><2◄' CSP D·2 4 D 4 Q I I REMOVE INLET ANO ABANOON CULVERT 0-2 4 a 4 r I ~D-40VE DRAINAGE FACILITY n ., 4 r 5 0 I.>. t I b." ,,, I MODIF"1£D TYPE 'G2' INLET • ◄D. 00' LT 1764•64 'PL-3' 0-4 5 " 5 I> II '"" s 36'xl90' RCP D-4 5 b i'l 5 C I, 3 2., '"" I lYPE "GI' INLET 40.00' LT 1762•70 'PL-!• D-4 ~ C -5 d , s 36'x36' RCP D·4 5 Cl --' e I b. I i,. 8 63< 2 TYPt 'GOO' INLET 40,00' LT 17621-30 •pL-3' 0·4 5 e l"i e, 5 t 4 "" " 36'x'48' RCP D-4 5 f ,:; 5 0 6.3 I. 8 ,jlb I lYPE "GI' INLEl 40,00' LT 1761•77.5 'PL-3• D 4 5 II I!:: • I!, 6 a 10,4 j 14 s m•xw RCP 0-5 6 a -6 I> 4. 2 I. 7 326 I iYPt ·os· INLEl 40. 90' LT 1756•28 'Pl." D-5 G .b ~ 6 C , <O s 18')i2r.· Rcr D-5 6 C !:Ji -6 a 3, 2 2. 0 I 10 I TYPE. '01,.-7" INlCT 39. 501 LT 1756•00 "PL" 0--5 6 d !:, ,. e 2 24 s 16'x24' RCP ll-5 6 " e:, " f 3, 2 2.0 170 I TYPE "01.w7'1NLET 42. 25' LT 17561-55 "PL" 0-5 6 f Q • 7 0 0.2 II 154 s 18'x15◄' RCP 0·> 1 0 -1 b 2. 8, ~ I ,v I tYPt. 'OL-21" INLET ,117,27' IH 1760+10 "Pl" 0-5 7 I) i "' 7 C '.I. TRENCH RESURf" ACING • 0·5 1 C l"i ~ -~ • . ;j i . 15 le' SUB TO I I 4 6.4 39. i 36. 342 344 274 52 58 3. 2 2 'i.021 ~ 12 -~ TOTAL ,,., 5 THE QUANTITY SHOWN IN THIS COLUMN 2. (NI NOT A SEPARATE PAY ITEM, 3. PIPE JOINT TYPES• S·STANDARD SEE DRAINAGE DETAILS -NOTES I. <Fl • DRAINAGE QUANTITIES • FOR EACH INDIVIDUAL PORTION OF WORK FOR INFORMATION ONLY P·POSITIVE • •· -~ ,., .. -.. ~•••••~•~v 0-00WN ORAIN D-19 ; ,, I I 015 COUNTY I ROUtE roril' P~h~liT F~t~1ls1".?l#s 11 SD I 5 R44. 9/R45. 91 56 I I A£~1~1£RED CIVIL ENGINEER ~d • ; g ~ICUAfl r-BLI I !i ~ ! i ~ .. "' ~~~ .. .,, -::J:\. ~ w PLANS ~PPRO~Al DATE .. £~ . ..!l12l21. • : 11 I s a ~ !;; ii CITY Of CARLS8~D "' g ii g I); s "' J>: -· *~ ! w ~ i~ g <> 2 207S LAS PALUAS DRIV£ :.;')"l'___,__-~ ~ .. w 11 .. ,1 tl ',:/ g .. '"z ,.g CARLSBAD, CA 92009 ot U'-' Ii! I ~ .. ' tl I "' ~i .. g I .. ~ !:! ~ ffi d .. i i~ SOY~~ ENGINEERING COAPOA~TIOPt ; a 'ii 3 I (j Ii ~ .. i., ~ 1:1 e tg [,! ij I if;; if#: ?$07 CONVOY COURT, SUITE 200 i I ! ;~ u .. l:lu SAN (H[GOt CA g1111 I I I ·1 u 11 ~ ~ ~ l:=! .. .. ;; ~ ~ .. .. I I i Iii II .. l'.l .. l ,-w "'o i I~ =tl ~ l u !::;! wea SYST IMIT .. .. !t .. ~ r. .. i ~-t!::: ~ z: SYST ,...,. .. 0 ,...... DESCRIPTION STATION a.,.-0 t "' 0 ; ai 0 "' \....J El. El. EA tA er FT LF LF , LF LF LF LF LF LF EA D£C LB [A [A EA -LF EA EA FT er er LF C > w "' 0: 0.2 2 s 2.81M◄0' RCP "' • 0 0-6 8 0 -... 8 • a., 3 20 s 18"X20' RCP 0·6 8 > ~· D .., • " 7.8 5. 8 170 I TYPE "OL-21' INLET 58.00' Ll 17S9•SO 'PL• 0·6 • 0 0: 0 • ~ ;;; .. ' 9 0 0.4 4 100 s /8"x/OO' RCP •·• • 0 ·~ "' • • '· u I I< I TYPE "OCPI" INLET 89.00' LT 1767•00 "PL~)• 0-6 • I> ~ • 0 9 48 LI 18';11;'18' CSP 0·6 • C <) 9 " 8. 4 3.• "6 I TYPE 'G2" INLET ◄0. 00' LT 1167-tOO "PL 3·• .... 9 a --► • • 7 llv s 18";Nl\0' RCf:' D·T • • OOI >-• ' "·, ,. 5 32• I TYPE "G2' INLET -40 .. 00' LT ll'GfhOO "PL-3" 0 T 9 f "' ., ,-o 9 0 10 h• s 18"xf58' RCP O·T • 0 .... 0 h 1. 3 l'RU..tCU RESURFACING ~ .JZ .., • 0-T • n :, " " 9 I 10. 4 '. ' . 170 I TYPE "OL-21" INLET '46.00' Rf 176◄•60 ~rL • 0-1 9 I u-u .,.,, .., • J 9 " 18',<94' fl:CP D-T • ...... "' J uo u 9 k 3. ' TRENCH RE SURF /tCING • 0·1 9 k • I .. , 1. 3 I fU I T'Y'PE '01.•21' NLET '4'6.INI' LT 176◄-t60 "Pl" 0•7 • I 9 m ••• TRENCH RE SURF ACING • 0·6 9 m • n I I RtMOVt MANHOLE ANO ABANDON CULVERT 0-6 • n 9 0 08 6"x208' PLASTIC PtPt 0·1 • 0 i;: Ill " I-10 0 0.2 4 174 s 18">dH' RCP 0·8 ID a ·-., I-ID • o •• 10 7◄ D 1.$4)17◄' CSP 0·8 ID I> ~ 0: -TYPE •OL·T• INLET z ID 0 ,. " ,. , I ,u ' . -464 oo~ RT 17611-25 "PL" o-• 10 " ~ ,c 10 " " 98 s 18"x98' RCP 0-8 10 " ... JO • 1:1.-r 3 •• 170 I 'tYP£ "OL ·104 INLET ••.oo· LT 1769-tOO "PL• 0-8 10 • z 10 ' ,. " TRENCH RESURFACING• 0-8 10 ' " ;;; lE "' II 0 0.6 8 6 s lfS~ldi' RCP 0·9 II 0 D Cl) 326 II " II. I 4. ' I MOOIFIEO TYPE 'G2" INLtt '40.00' hT 1765•3245 "PL-2" 0-9 II . " II C " 148 " 2'14xli118' RCP o-• II 0 II " 8 16 s 2-4"'>d6' RCP 0-9 II " II • 9. 1 112 I TYPE 40CPl4 INLE.T 55.00' RT 1765•33 "Pl·2" 0·9 II • " f • 8 I I< I lYP( •OCP\4 INI.E 'f 61.00· RT 17661-80 "PL-2" 0-9 II f II 0 8 54 s IS'l(S◄' RCP 0·9 II a II h ,. 5.5 170 I TYPE "OL~2r INLET 584001 R'f 17711-◄0 4PL" 0-9 II n II I 0. 4 b 134 s 18"l(ll◄' RCP 0·9 II I 15 II I 22 I REMOVE INL£t ANO COLVERT o-• II I -II k I REMOVE DRAINAGE FACIUTV 0-9 II k ... -• I 12 0 2. 3 TYPE 4X4 BASE STRUCTURE IH=~.0') 18.00' LT I '770•9"7 • Pl' Ow 10 12 " 12 b 5. 5 236 I 36'x5.5' RCP Rl$(!f! lTYPE 'OCPI" INLET) D-10 12 b I!: 12 0 7 34 s 18")(3◄' RCP o~ 10 12 0 ~ 12 " 6. I ,. J 170 I TYPE 40l-21' INLET $S.oo· lT 1111+25 'PL' D-10 12 d• -12 • I I I REMOVt INLET, AaANDON CULVERT4 G·S 12 • ,. AN~ AaANDON MANHOLE I'll! -<c ;;': 13 <I I. 7 TYP( •)(• 8A$E STRUCTURE (H~3.0'I o~,o 13 " l!j 13 " 3. 4 236 I 36')(3.◄' RCP RISER llYPE 'GCP" INLETI 4'3.00' RT 1769•70 "PL~l 4 o" 10 13 " 13 C 7 44 s 18'xill4' RCP 0~10 13 0 ' 7. 5 I. 326 I TYPE 4CI' INLET 4.00' LT' 1169• 70 "PL· I" IJ d 0-10 13 " ... ,. 14 0 1.0 3 16 s 2◄'x16' RCP D· 10 14 0 l5 ~ 14 • 4.0 I. 2 326 I TYPE 4G1' INLtl 31.1111' f'-ll 117◄~96 'Pl."1 4 0-10 ,. • -' ::I i I!, = OTA , I ' 2 I ,O. I 18' I 06( 180 G I.,., ' 3621 ,n 5 2 -• -.. t; TOTAL NOTES I. <Fl THE QUANTITY SHOWN IN THIS COLUMN 2, <NI NOT A SEPARATE PAY ITEM. 3. PIPE JOINT TYPES• S-STANDARO • SEE DRAINAGE DETAILS DRAINAGE QUANTITIES• •,-:), ; • FOR €ACK INDIVIDUAL PORTION OF WORK FOR INFORMATION ONLY P·POSITIVE -n-nnwN nRAIN D-20, I I µ "" COUNTY I ROUT£ I POST MILES ~ l.Wtl, ' TOTAL PROJECT • II I SD I 5 I R44. 9/R45. 9 57 . REGiST~R~D CIVIL ENOIN££R /~ ~~~i ' Q 8 g '"u'" ce11 S\ >-5 M ~ ! w ... ,.,,, c:1: ;,-~ = PLANS APPROVAL. DAY£ « Ei.11.~ .IJ '.:;i ~ .. 8 ~ ... i ls § § [,l ~ ~ .. lli Cl TY OF' CARLSBAD ~,. y ~..,,_ i i ; ii i ... l's 2075 LAS PAlMA$ ORIVE ~ ! i ... ~,:" ; ii .. Iii ~; It a ls "' ls .. ls !i1 CARLS8AO. CA 92009 tor u: i ; !55 "' Ii .. ii a :;; ~ §:; i:i fl u I .. i ~ i:; DOYLE E~C-♦~[ERlt,tG C:ORPORA.TION 0 0 .. !5, ' ,, 2l II! u .. e 0 a §: ... "'r. u ... ◄' 1801 CONYOV COURT. SUITE 200 "' ~ ,a i f'~ I ; ~~ 8"' i u u ~!l " ~ ◄ f'., SAN DIEGO. CA 9;!11 I \:! \:! § ·! >-~~ .. fl ~ ~ !;; ~ ~ .. ! .. ~~ 0 I I i;: II Ii! Iii .. fl ;~ ;~ l!l i ~ a; ~ .. ill .... ill t i ;,-j SYST UNll .. II! li !;; I, .. t I, ;,-!, fl :. .. SYST IJlj \ T ◄ " N :, .. DESCRIPTION ~ .... 0 r, 0 STATION 0 "' ... :i:: 0 ,. ., -u H FT LF LF LF LF LF LF Lf EA DEG [A u EA 25 "' "' '-_, EA EA LF EA EA EA CY CY CY LF LF LB > " "' • "' "' ~-o. 7 3 18 s 1e·,<1a· ncr 0-10 ., 15 0 15 0 '" b -326 I TVPE "GI" INLET 22, '70' RT 177fh24 'PL-I" 0·10 > t--~-3.5 I. I IS • "' <( 14 I ~,.I 16'1,clO' $l,0Tlf:D CSP D-10 15 "' 0 15 C C .,,..., ... • ~ . ;:: 16 a , .. Prf)E HEADWALL TYPE A • 100.00' Rl 178t•OO •.to.• o~ 11 16 0 ;'.\ ' ~. 18"X22' RCfa' ,.., 16 b ◄ 22 s 0-11 ,. b ;. ........ ◄• 4 ,. 3 326 I TYPE 'Cl" INLET 85.00' RT 1761•80 ·A• 0· 11 16 ._J!_~ C C "' • t ◄ f 22,5 18")(10' SLOTTE:O CSP 0-11 • u 16 ,. ,,.. _Jj • ◄O REMOVE Cl...l.VERT c-• 16 • o .. ,. w "' ,._o 11 0 •• 7 , .. 326 I TYPE "GI" INLEl 20.00' Lt 1777•0Q,2S •p~-◄• D-11 11 a -,w 0 si'l w " .. .JJ .. 0 I 326 I MODIFY INLtr (T'(PE 2◄-12 GRATE) 76.50' LT 1733•50 "A" 0-t 18 0 <.>-,., _,.,, w <(W ,: <.>O ,., .. • ~.n•• . .. w --. • % I--" ,_ ;;; I- DC :c w > C 0 ..I z " "' :& w " ti) ----····· - ·. _ ... i i5 .,-•. ,,, I ,_ I -i -··· _,_, -. ~ ---..... z -I!: ···---· ·-·· ~ ,_ z , .. ,," = , .. •·· "' .. ,_ . -.. , ... , <c ~-~~-·"" ' -0.. = <> ' "' i---·-· ... ~ ' ill ~-••• ,w- ~ ., ... ~ • .. ... i u \o's -·-·· .. , }Ua TOTAi 40 f 8. 6_ 16 22 28 2 /304 • . ·-.. ... "' ·-·s2 . ,_ TOTAL l I 2 62 6 I I ••• og_, 54.9 I '120 22 52' 280 122 86 208 4<4. 6 • 9961 to ~I 2 = NOTES 1. IF I TllE QUANTITY SHOWN IN TIU S COLUMN 2. lNl NOT A SEPARATE PAY IH:U, 3. PIPE JOINT TYPES, 5-STANOARO • SEE DRAINAGE DETAILS DRAINAGE QUANTITIE§ oh FOR [ACII INDIVIDUAL PORTION OF WORK FOR INFORMATION ONLY P-POSITIVE 0-DOWN DRAIN 0-21 ...... • • • • ,I,;:,; ~ 0 .. "' i':i o; '->-Om w o--0 -<W -IZ :,<> u--'"' ..... uo .. % " "' « .. l; z 0 .. "' " ~ ... -... l'5 l:1 -= ... I,'; ... = ~ l.:: -~ w = -l ~ ~ 0 w "' > w o; w 0--.. 0 "' 0: u >-"' 0 w " u !;! u Ill I- I- :t ,c ..I :E (I) ;j i le'; w ~ ... .,, • -;,---- \ -~~ ~ --------~-,.... ..... I "-,' .. :.:;_:-:,:"'I I =4-=------ IS COUNTY ROUTE 11 so 5 REGISTERED CIVIL ENG1NEEA CITY OF CARLSBAD 207S LA$ PALMAS DRIVE CARLSBAD, CA 92009 aOYlE ENGINEERING c~POOATION 7807 CONVOY COURT, SUITE 200 $AN OIEGO. CA 92111 _____, 0 0 • en "' "' .... I ::, ---------------------------------------------------------~-------------------------------------------------------------------------------------------< ,--------------------------------------------------------------------------------------------------------------------------------------------------- 1111ililil1 nl\1 11 111111111 ""''" FACILITY E G RW s T TV w OWNER SAN DIEGO GAS & ELECTRIC SAN DIEGO GAS & ELECTRIC CARLSBAD MWD CITY OF CARLSBAD PAC IF IC BELL DANIELS CALEVISION CARLSBAD MWD av Cl DI DU FL GV IPT MJ NPT PE AW STL ABBREVIATIONS BUTTERFLY VALVE CAST IRON DUCTILE IRON DUCT FLANGE GATE VALVE IRON PIPE THREAD MECHANICAL JOINT NATIONAL PIPE THREAD POLYETHYLENE RECLAIMED WATER $TEEL • 8 • 0 -- LEGEND BUTTERFLY VAtVE GATE VALVF. AIR RELEASE ASSEMBLY BLOW-OFF ASSEMBLY REDUCER END CAP I-I-... VI ... ... ::r: z VI UTILITY PLAN SCALE 1'•50' U-1 ft • ·-• • • STA 1£ OF Cl.I. 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'"" " ..... .JZ w :><> " u-u _,.,, w -cw :,: o<> u .. 11,1 :,: ... : ... ffi z i; ,c 3 ... "' lE ... ,, Ill) !:! ,_ - m ;: ,_ 15 ,_ "' \!I -<c ... ill .. ~ ~ i 15 = ,_ -,_ "' • 0 ® @ © ® ® (D ® ® @ Q'.D •• OUTLET INSULATING FLANGE ASSEMBLY ◄' BRONZE PIPE ◄' CL125 CAST BRONZE 90" ELBOW BRONZE GATE VALVE. 0-JOO PSI IO·MIL PE WRAP ◄• COPPER WATER TUBE. TYPE K HARO ◄• BRASS PIPE. REGUL,AR WALL CONCRETE ANCHOR BLOCK (2 CU FT> NOTES• I. LOCATE AIR VALVE ANO ENCLOSURE WHERE SHOWN ON THE DRAWINGS AND/OR AS DIRECTED BY THE ENGINEER, 2. FLAME SPRAY ENCLOSURE. ENCLOSURE. AIR VALVE AND FIELD PAINT VALVE AND COLOR TO BE OSHA PURPLE. 3. (ij) ~TATEO 90" FOR CLAIRITY, @ ~o l!J)ROTATED so· FOR CLARITY 4' COMBINATION AIR RELEASE & VACUUM VALVE 2-◄• MALLEABLE IRON 90" STREET ELBOWS. HOT DIPPED GALVANIZED 1/2' CL 125 CAST BRONZE 90' STREET ELL AND CLOSE BRASS NIPPLE @ 1/2" BRONZE ANGLE VALVE WITH FEMALE IPT • 0·300 PSI 3/◄" MALE NH x 1/2" MALE IPT BRASS HOSE NIPPLE AIR VALVE ENCLOSURE 30 LB ZINC ANODE WITH ANODE LEAD WIRE AND RISER CLAMP (U) 1/2" SCHEDULE ◄O PVC CONDUIT WITH SWEEP BENO G'}) 36" x Jg• x 6' TH I CK CONCRETE PAO © DIELECTRIC CONNECTION TO STEEL MAIN SEE DETAIL SHEET U-10 @ @ © ® ® 0 ® ® ® <CD 90" C x FIP BEND IOR TEE FOR DUAL VALVE> 1• COPPER PIPE, TYPE K SOFT IO·MIL PE WRAP go• ELL SILVER SOLDER I' ANGLE METER STOP FLARE x METER SWIVEL NUT I 114' BRASS BUSHING 1• s G' BRASS NIPPLE CONCRETE THRUST BLOCK 1• BRASS STREET ELL AIR & VACUUM VALVE HEAVY OUTY COMBINATION AIR RELEASE VALVE @ 2·90" STREET ELLS (iJ) ◄8' • 24" STD RCP 0 25 f/2' DIA x 3/16' STEEL PLAT£ COVER 5 SLOPE UPWARO 2¾ MINIMUM POSITION MIDWAY BETWEEN PIPELINE AND VALVE ENCLOSURE ELEVATION 4N COMBINATION AIR VALVE ASSEMBLY SCALE• f • • f' -o• 38,00' LT 1774•70 "PL" 2-112" X G• DROP HANDLES 12-1/2' DIA VENT HOLES EQUALLY SPACED ON 12" CIRCLE ,..@ NOlES• I, LOCATE AIR VALVE ANO ENCLOSURE WHERE SHOWN ON THE DRAWINGS ANO/OR AS DIRECTED BY THE ENGINEER, VAR ELEVA ti ON 2. HAME SPRAY ENCLOSURE. ENCLOSURE. AIR VALVE ANO FIELD PAINT VALVE ANO COLOR TO 8E OSHA PURPLE. 3. (j]J ROTATED 90" FOR CLAIRITY. 1H COMBINATION AIR VALVE SCALE* 1~ ~ l'-O• 37.50'. LT 1766•42 "Pl" 32.50' LT 1769•15 "Pl" 37.50' L1' 1769•15 "PL• ESSAGE REAOS "CMWD' & •RECLAIMED WATER" IS COUNTY 11 SD 5 R44.9/R4S.9 66 OR • WATER" AST IRON VALVE BOX ANO COVER CC RING 8' PVC RISER (C 900) LENGTH AS REQUIRED VALVE BOX ASSEMBLY SCALE• 1• • 1'-0' LOCATED AT ALL GATE AND BUTTERFLY VALVES AND MANUAL AIR RELEASE ASSEMBLIES 8° RECLAIME 12° POTABLE WATERLINE AC PAVING CC RING USE TUBING BENDER (TYP) ELEVATION 1N MANUAL AIR RELEASE ASSEMBLY SCALE• 1• • l'·o• 37.50' LT 1753•10 "PL" 26.00' LT 1753•10 'PL" 37,50' LT 1757•75 "PL" 26.00' LT 1758•23 'PL" 26.00' LT 1766•40 "PL" 28.00' LT 1770•10 "PL" ® \ REGISTERED CIVIL ENOINEER PLAHS APPROVAL DA.TC (:ITY OF CARLSBAD 2075 ~A$ PAlMAS ORIVE (ARl$BAD, CA ,ioog BOYLE £"° I N££RI NG CORPORA Tl OIi 7807 CONVOY COURlt SUllt 200 SAN DIEGO, CA 92111 DOUBLE STRAP BRONZE SERVICE SADDLE 1• BRONZE CORPORATION STOP, BALL TYPE IPT x COPPER SERVICE PIPE I" C()PPER SERVICE PIPE. TYPE K SOFT 1• BRONZE ANGLE METER STOP. COPPER SERVICE PIPE x SERVICE METER COUPLING NUT, LOCKWING I" XI 1/◄• BRASS BUSHING 1• BRASS STREET ELL I' BRONZE EXTENT I ON NIPPLE, I PT x OUTS I !IE HOSE THREADS, ANO 1• PLASTIC HOSE CAP WITH CHAIN RING ANO CHAIN VALVE BOX ASSEMBLY. SEE llFTA IL TH IS SHEET. WATERLINE DETAILS - SCALE• AS SHOWN U -9 • ·• 0 ~ w "' - 0 ,. w w "' "' w ,. ... "' .. "' 0 • ~ u , .. ,_ ,,., w ., t-0 0 -<W .JZ "' :, " "' o-0 -'"' IJ! ◄W oo 0 .. Ill :,: I-0 • "' ... ::i :r: ~ ,c z ... " "' :E "' 0 Ill) ~ -j. ~ !'5 • ~ e, ., ~ -"' ~ = ., e, "' ... "" i!'i ~ ~ i:'! i Is = • -.. -V, • CD ® DOUBLE STRAP BRONZE SERVICE SAOOLE 2" BRONZE CORPORATION STOP, BALL TYPE IPT x IPT 2' 45" COPPER ELL, FEMALE IPT x COUPLING 2" 90" COPPER ELL, COUPLING X COUPLING 2' COPPER SERVICE PIPE, TYPE K SOFT 2" BRONZE ANGLE METER STOP, COPPER SERVICE PIPE x METER FLANGE CD 2" BRONZE METER COMPANION FLANGE WITH BRASS NUTS AND BOLTS @ 2' x 2 1/2" CL-125 CAST BRONZE REDUCER ELBOW WITH CLOSE BRASS NIPPLE @ 2 1/2" BRONZE EXTENTION NIPPLE, IPT x OUTSIDE HOSE THREADS. AND 2 1/2" PLASTIC HOSE CAP WITH CHAIN RING AND CHAIN @ PCC RING {D 12" X 24' 10 GAGE STEEL PIPE (ASPHALT LINED AND COATEDJ {?) 12" DIA Cl VALVE BOX COVER MARKED 'WATER' OR 'RECLAIMED WATER" <D ® 4' FL OUTLET CL 150 FLANGE. CML&C 4' STD WT STEEL 90' ELBOW, SHORT RADIUS WITH CWL&C G) ◄' STD WT STEEL PIPE WITH CEMENT MORTAR LINING ANO CL 150 FLANGES @ 4' GATE VALVE WITH CL 125 FLANGES ® ® CD VALVE BOX ASSEMBLY, SEE SHEET U-9 PCC RING 12' X 24' 10 GAGE STEEL PIPE <ASPHALT LINED AND COATEDI @ 12' PIA Cl VALVE BOX COVER MARKEO 'WATER' OR 'RECLAIMED WATER" @ CONCRETE ANCHOR BLOCK @ 10-MIL PE WRAP {j) 4' THREADED ST. FLANGE {?) 4' EXTENSION NIPPLE, IPT • OUTSIDE HOSE THREADS, AND•• HOSE CAP WITH CHAIN RING AND CHAIN {) SAND AC PAVING is• RECLAIMED , OR 12' POTABLE 5 10-MIL PE WRAP ELEVATION 2M BLOW-OFF ASSEMBLY SCALE• I' • I' -o• 37. so· LT I 756+25 •pv 26. 00' LT 33. 38' LT 1766+45 'PL• 26.00' LT 37. 50' LT 1766+49 1 PL1 26.00' LT 28.00' LT 5 3• -o· .0 ALL JO I NTS WELD ALL JOINS 10 3 4M BLOW·OFF ASSEMBLY SCALE• I" • I' -0" 37.50' LT 1758•52 'PL" 38.00' LT 1770•00 'PL" 3B.00' LT 1774•70 'PL' 1756•25 1758•23 1766•◄0 1770+10 ... -. ~PL' ~PL• 'PL' •PL' V> ... z 0 -, .... .... .. 0 .... ,., "' ,:, ' ;, 6 4' ,._ __ T_O~E-N_D_O_F,.__P_E_W_RA-P-~1,,-- COUNTY fWUTE so 5 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE CITY Of CARLSBAb 2015 LAS PALMAS DRIVE CARLSBAD, CA 92009 BOYLE ENGINEERING CORPORA.Tl~ 7807 CONVOY COURT. SUIT£ 200 SAN DIEGO, C• 92111 CD 2 112' CL 3000 STEEL COUPLING STEEL WELDED ® 2 1/2" x 2" INSULATING BUSHING NPT l.[XAN OR DELRIN G) BRONZE SERVI CE COUPL I NG INCREASED NPT G) 2" CORP STOP DIELECTRIC CONNECTION TO STEEL WATER MAIN @ BRONZE SERVI CE COUPL I NG INCREASED NPT x COPPER FLARE SCALE) 3" • I;_ -o~ AREAS OF TYPE • . z ,,,_ ., :, PAVING 8' RECLAIMED OR 12" POTABLE WATERLINE AREAS OF TYPE IT) PAVING @ 2." COPPER TUB I NG CD 2 LAYERS OF 10-MIL PE WRAP @ FIELD-APPLIED CEMENT MORTAR IILL AROUND PAVEMENT REINFORCING FABRIC NEAT SAW CUT ~----SANO BEDO I NG • 6' Ml N <TYPJ 12' MAX ITYPI TRENCH WIDTH • 957. MIN RELATIVE COMPACTION TRENCH DETAILS SCALEt I' "' I 1 -0" WATERLINE DETAILS SCALE• AS SHOWN U~10 • • • • C ,_ .. "' "' C > w w "' 0: "" > I-"' .. 0: C ~ u ',. ,_ O<O ~o .. ..... C .JZ ..,, :,<> " o-<.) .,.,, "' .. .., "' (.)0 u ~ Ill " ... Ill t- 0: -"' :z: ~ ,c 1.i ... Ill :IE "' 0 «I iS -... -5 ~ ... = -~ -z !,t;! -"' o'. ~ ... I _, -.... I :,., ~ -i:! "' • " ,._ Q .. I u :>: w "' ... • z ., --::,; ... "' 0 .. • "' "' ,-. ELEVATION ..., O 9• BOTH WAY$ THRUST ANCHOR FOR STEEL REDUCER SCALE• 1 • .. 11 -o· u "' NOTE• REQUIRED AT ALL STEEL REDUCERS I• COMBINATION AIR VALVE SEE DETAIL SHY U-9 BRIDGE RAIL 11_ 2" BLOWOFF 12· MIN 7 I- I · 111:::lll~IIL IIIEIII~ 3• MI NOR CONCRETE PE WRAP 2o~x14• OR 2o·xa· REDUCER (FL X FL) 0 DIELECTRIC CONNECT I ON TO STEEL MA IN SEE OETAIL SHEET u~,o 2" COPPER PIPE, TYPE K SOFT IO·MIL PE WRAP QUARTER BENO COUPLING 2" ANGLE METER STOP FLARE x METER FLANGE l GASKET 1/2" OR 2" METER 1/2" OR 2" FLANGED BALL VALVE 17 "x JO" METER BOX WITH 2 PIECE LIO t 20" STEEL WATERLINE VAR SLOf'E UPWARD 2% MINIMUM 0 7 IS COUNTY ROUTE 11 SD 5 F>l,,ANS APPRQVA,I,, OA"ft CITY OF' CARLSBAD 2075 lAS PAl.,UAS OR I VE CAh~$aAO, CA 92009 BOYLE E"Gl"EERl"G CORPORATION 1601 CONVOY tOU~T. $UIT£ 200 SAN D1£GO, CA 92111 PROFILE 2" ELEVATION WATER SERVICE CONNECTION FOR 1 1/ 2" l 2" METERS SCALE• I" • I' ·O' .,, O<> oz ... .,, -.. • u "' u,o I-"' -w DUAL I" COl.tBINATION AIR VALVE SEE DETAIL SHT U·9 GUARD RAIL ,- "' ... N • "' "' I- 2o·x1~· BRANCHING WYE COATING PER SPECS 3000 LB 5" STEEL COUPLING\ h 12· 10• -· -• 8" , .....____FI ELD PACK CEMENT t-----..::..-----.a. MORTAR LINING ALL AROUND SECTION A-A NO SCALE 0 N '1---------..:::;--_.,..........-.-_ __,__ -----~<--", ---'~---m --:;,. -1t---tc[1 -1--20• RECLAIMED 0 _.----L--..L.-"----1;;;;;;;;;;;;;;;;;;;;;;;;;;;-;;;;t ~;;;;;;;;;;;;;;;;;;t;;;;;;;;;t--'7 r _ _...LL..---;,-L___'.w::•:_-TE~R~L ;1 NE -,-----"' - 5• ---CL 3000 5" STEEL COUPLING---- "' 0 > 0.J ~1: "' -"' .. ,-. -~ 8LOWOFF 10' 20'x14' REDUC[R & THRUST ANCHOR (TYPI I PL I BRANCH DETAIL SCALE I" c2' -o• 14' BUTTERFLY VALVE (TYP) TYPICAL BUTT STRAP SCALE• I" • I' ·O' WATERLINE DETAILS SCALE AS SHOWN U-11 • • f, • ~, • ., ... t "' > Cl ... .... 0: "' "' > ,_. ... .. 0: 0 "' ' ... .. ,,. ►' ., .. w ., ... ., ..... C _,z "' :,0 " u-" -'"' w .... I ""' u ,-Ill :t ... ~ ... l:i z 1; ,c z ..I ., :I! "' w D (I) ~ -;,! !'i ~ ,::; -I:!, -"' 'i' ~ <c -;f_ ~ :"; "' !'i .,., -' -i .., ~ ... -~ = • UNDISTURBED SOIL\ 8' OR 12• PVC CL-200 FLXMJ GATE VALVE Ii_ TEE•STA/OFFSET 'PL" BELOW ~ w . .. I -:_'·'.+-41---11++(0)-H-ltt-----:rt-"le-ciss--'-asf;i'P-oi# !ll THRUST BLOCK ., '. k ... ISEE TABLE) ----'"' THRUST BLOCK <SEE TABLE) ---i PLAN ' FL><MJ GATE VALVE FL><MJ DI ADAPTER VALVE BOX ASSEMBLY SEE DETAIL SHEET u~g FLxMJ GATE VALVE POLYETHYLENE ' PVC C -00 OR JOIN EXIST 10' OR 12' ACP Yl N ~: .•.· iii 16· I TRENCH WIDTH I l:i1N 2-•4 BARS Jl. SEE REINFORCING DETAIL THIS SHEET ELEVATION TYPICAL TEE AND GATE VALVE ASSEMBLY SCAL[t I"• I' -o• 26.00' LT 1758•23 'PL' FLxMJ OR MJxMJ DI 45• BEND THRUST BLOCK~ ISF.E TABLE> UNDISTURBED SOIL / Ii_ BEND•STA/OFFSET •PL• BELOW 10-MIL POLYETHYLENE WRAP TYPICAL 45 BEND SCAL'E• 1 ••I' -0' 37,50' LT 175◄+00 "PL• 26.00' LT 1770+08 'PL" ◄3.50' LT 175◄+06 "PL• 28.00' LT 1770+10 "PL" ◄3,50' LT 175◄+69 "PL' 37,50' LT 1754+75 "PL• ... ·. i VALVE•STA ANO OFFSET f "PL' BELOW . I I I THRUST BEARING AREAS (SQ FT) BEND PIPE SIZE <I Nl TYPE 8 10 OR 12 TEE 8. 6 17. 9 45" G,9 14, 3 END 8.6 17. 9 END CAP SCALE) I'• I' -0' ,26. 00' LT 1753+00 •PL• 37.50' LT 1753•00 "PL" 32.501 LT 1758•52 'PL* 1-VALVE • VALVE BOX ASSEM8LY SEE DETAIL SHEET U-9 MJ•MJ OR MJXFL GATE VALVE OR BUTTERFLY VALVE AS REQUIRED 10-MIL POLYETHYLENE WRAP \!!') ·•.a>:·':.t----2-•◄ BARS Jl. SEE uJ ,'°',:.·. ... REIN~ORCINC DETAIL THIS SHEET 111:111,f~ ~ ~H WIDTH 12' MIN (TYPl THRUST BLOCK I' -3• MIN ELEVATION TYPICAL VALVE INSTALLATION SCALE• I•• I' -o• 12' GV 26.00' LT 1753•10 'PL' 12· GV 26,00' LT 1766•40 "PL• 8" GV 37.50' LT 1753•10 "Pl' 14" BV 34,00' LT 17661-45 "PL• 12· GV 26. 00' LT 1758+23 *PL" 14" BV 37, 50' LT 1766•48 "PL' 10' GV 26, 00' LT 1758+23 'Pl' 14" BV 37. 50' LT 1769•18 'PL• 8' GV 37.50' LT 1758+'2 •PL• 14' BV 34, 00' LT 1769•21 'PL• 8' GV 37, 50' LT 1758•52 'PV 12· c;v 28.00' LT 1770•10 'PL' 20' av 31.so· LT 1758•52 'PL I 20· BV 38.00' LT 1774'75 'PL' 20' ev 37.so· LT 1762•25 'PL' $T MILES HEE O /1.! COUNTY ROUTE 'TOT At. PROJECT NO. $Ht '/ !: SD 5 R44.9/R45.9 69 REGISTEREO c,v,~ ENO!N£ER Pt.ANS APPROVAL DATE CiTY 0t CARLSBAD Z07S LAS PALMAS 0RIV€ tAAi$aAO. CA 91009 80YLE ENCINEERINO CORPORATION T807 CONVOY COUAT. SUITE 200 $AN OIEOOt CA 92111 39• MAX THRUST BLOCK ISEE TABLEI t CAP•STA/OFFSET "PL' --~ ID-MIL POLYETHYLENE WRAP UNDISTURBED SOIL Jt<Ma 1 __ L. ... ..J r 3• MIN ~ -I CL AR REINFORCING DETAIL SCALE• 1 • r I 1 -o• WATERLINE DETAILS SCALE AS SHOWN U-12 • • • i;,:/W >-.. C> .. "' . '>-COi "' >-C "'"' .,;Z :, "' u-;t:3 uo .. :,: " ., 0: "' i5 1i .. "' 0 i5 -.. -!Is ~ ... = -l5 -= ~ = .. ~ uJ = .. z :;', "' ~ .'.'i ~ 0 '" -i;; 0 "' ., > "' 0: "' .. .. 0 >-., Q .. " M :,: u Ill I- I--:r: ,c ..,I ::E to i ... >< u ., ., . ' -. ' t RECONSTRUCTED HYl)RANT 177◄H,"4 5◄.52' LT 'PL" , -. ' -. t EX I ST HYDRANT 177◄•◄0 33,0' LT 'PL" NOTES• RtGISTEREO ClYI~ ENGINEE~ 1; USE ONLY STAINLESS STEEL 3/◄'x3' HEX HEAD MACHINE BOLTS AND NUTS. INSTALL BOLTS WI TH NUTS ON. TOP OF FLANGE. PLAN$ ,t,PPR,OYAL OAT[ 2. DO NOT CUT EX I ST AC PI Pt. CONNECT AT C 1 ?Y -CARLSBAD EXIST GATE VALVE, = w z _, QC w .. ... ::, <:) ' 3. USE CLASS 51 DUCTILE IRON PIP[ AND FITTINGS,: 2075 LAS !'ALMAS DRIVE DOUBLE WRAP ELL AND EXTENSION SPOOLS WITH ~·~·'."•L~S~a•~·~-~c;A~•~200~•....,.==----=::::li...!i~:...-J 10 MIL PVC TAPE UP TO MACHINE VEE GROOVE, BOYL[ ENGINEERING CORPORATION 6" FIRE HYDRANT NEW CURB ANO SIDEWALK 3'-6'x3'-6' CONC APRON { ~,e-moc, II I /! ~~ PA I NT HYDRANT AND SPOOL ABOVE MACH I NE VEE 7807 CONVOY COURT, SUITE 200 GROOVE. $AN DI EGO. CA. 92111 EXIST HYDRANT .. _._. .. •·. ~ ~··::::::'::::::::~~~•· ·~· ~ __ _, f-----, I ,. 12' LONG DUCTILE IRON EXTENSION ,· r~ SPOOL WITH 1/4' VEE-GROOVE •·c.• I l)UCTILE IRON EXTENSION SPOOL, [__--':.:.....--"- I LENGTH AS REOU I RED DUCTILE IRON MJxfL HYDRANT ELL ti" CL-200 PVC PIPE. CONNECT TO EXIST GATE VALVE WITH FLxMJ DI ◄5" BEND THRUST BLOCK, THRUST BEARING AREA•◄ SO FT 10-MIL POLYETHYLENE WRAP ~ ~ '----- 1 I =>~-REMOVE EXIST SPOOLS I I AND HYDRANT ELL i I I I ~I~ I I \ \ ' \ ... ' ............. ...n CONTRACTOR $HALL VERIFY SIZE, LOCATION, MATERIAL, AND SLOPE OF EXIST PIPE AND GATE VALVE PRIOR TO INSTALLATION 0¾ SLOPE -.. -rr Ir----/\ ______ ..._.:,._,_=-1~1---~l>(a(-"'N,.EW::.,.;A::.:N~D~Ea;X;.,lo,S,_T__,.ii__ ................... ~lJ. I._ ___ I 6. PIPE , , r I ~ RECONSTRUCT HYDRANT SCALE I'• I' ·O' .,_, DETAILS SCALE AS SHOWN U-13 • " t "" ., Q > "' "' "' O'. > "' .... .., .,_ 0: "' "' .. • .., .. ' .... ' .. .. -::: c;::. "' I:! ,. l'i ,,. >-"'"' "' ., ,-o 0 ~!!! "' B~ "' " ..,., "' .. .., :,: "" u ... 6 Ill • "' .. "' "' -"' ::c > D ,c z ... <> :I .. i,: • i5 0--- I, ~ • "' "' -"' ,, 0--- ~ 0---i ~ l-!.: -i "' ~ : : ... -i '-' ~ ... : • -.. • -1 "' I it, : '·1·, LEGEND FALSEWORK ERECTION WORK ZONE. STAGE I -THIS SHEET. BRIDGE CONSTRUCTION. STAGE II -SHEET SC-3. BRIDGE CONSTRUCTION ANO SEISMIC RETROFIT. STAGE Ill -SHEET SC-4. FALSEWORK REMOVAL WORK ZONE, STAGE IV -SHEET SC..S, AUXILIARY LANE, RAMP WIDENING AND POINSETTJA LANE WORK ZONES. STAGE II~ SHEETS SC-ZAND SC-3. STAGi Ill -SHEET SC-4, STAGE V -SHEET SC-6, !No! -coNsTRucT10N NOTE <SHEETS sc-e AND sc➔ ONLY>, .. • GRAPHIC SYMBOL TO SHOW FLOW OF TRAFFIC, NOT A PAVEMENT MARKING, • • INSTALL SIGN. @•CONSTRUCTION AREA SIGN NUMBER, I n INSTALL TYPE 111 BARRICADE, • • INSTALL TRAFFIC CONE OR PORTABLE DELINEATORS. o ~ INSTALL CHANNELIZER (SURFACE MOUNTED). T@• INSTALL TEMPORARY PAVEMENT DELINEATION DETAIL, -i-.•• CHANGE OF PAVEMENT DELINEATION DETAILS • ROUTE 5 1760 AVlaNIDA 1765 1110 1115 1$T (:(IUN'tY ~TE 1 , so 5 Rt(llSTERED Cl\l'li... E:NGU,.il;:E.A I PI.AIIIS APPROVAi,, OAT£ C ITV OF c,RLSBAO 2075 LAS P,LMAS DRIVE CARLSBAD. CA ~2oog BOYLE ENGIN£ERING CORPOR,TIDII 7801 CONVOY CciuAt SUtTE 200 SAN DIEGO. CA.1 92111 (61t, 268-8080 STAGE I CONSTRUCTION PLACEK-RAIL AROUND.BRIDGE SUPPORTS PER SHEET SC-7, CONSTRUCT SUPPORTS, CLOSE FREEWAY. DETOUR TRAFFIC PER SHEETS SC--8 & SC-9 • ERECT FALSEWORK, ROUTE 5 1780 1780 STAGE CONSTRUCTION STAGE I SCALE 1 "a.100' SC-1 • " .. ~ m 0 > "' ., .. a: -... > .. ~ "' " "' :: ,., • ". .... '-.. .. -::: ";;. ,., .. .. .. .. u , ... .. ""' ~" ., "'~ " .., 5<> "' ... -.., .m .., :c UC .., .. :c .. I> • -I-.. I-a: -"' :IC > Q .,c " .., 0 ill .. l!l • l5 -.. -• 5 ll, ::; I= 15 -.. ~ ;;'. :.!: .. "" ~ El i 15 ... • -t; <~, t 1730 ROUTE 5 1735 1740 -.: I . , ROUTE 5 STAGE II CONSTRUCTION CONSTRUCT AUXILIARY LANES ON FREEWAY! EAST SIDE Of RAMPS PL-1 AND PL-21 WEST SIDE OF RAMPS PL-3 AND PL-4; NORTH SIDE OF POINSETTIA LANE AND BRIDGE STRUCTURE, SEE SHEETS SC-10 THROUGH SC-14 FOR TRAFFIC HANDLING PLANS, 1750 755 1760 SEE SHEET SC-1 FOR LEGEND, I ' -.: 1765 , ., tSt COUNTY ROUTI< ' , SD 5 R:tGISTE:R:£0 CIYiL ENGINEER PLANS APPROY/4. DAT£ CllY Dr CARLSBAD 2015 LAS PAL.MAS O~t~ CARI.SBAO, CA 92009 BOYLE ENGIN£ERING CORPORATICIN 7807 CONVOY COU!lT SUITE ZOO SAN DIEGO, CA. 92111 16191 268-1080 I;., I:!( ---~~ ,"/',,,/.,,,,,.,,,,,,,, f;j ~ !ti STAGE CONSTRUCTION STAGE II SCALE 1 •.., 00' SC-2 • Q ... "' ., .. s > .. .. o; > "' ... .. .. o; Q "' "' .... .. • ... .... .... .. -.. 0 .... ::;: N t::! " .. " .... >-,,., ... .. ., ... ,, Q .... .JZ "' :><> "' u-u ..... "' ..... :c uo <.> AVEN!DA .. .. ENCINAS_,. :c Ill <> • • ., ... a: ... !I.' -:IC " ,c 8, z .... "' " 2 "' 0 Ill 1:! ... --, . 5 • ~ <c -~ \. ~ <c ;;" = "' -"" ~ _, .:'i I ~ .. • ~ ' ;! = • ii', , , , , ; ,, ,, ,, ,, ; ;, 1770 1775 SEE SHEET SC-1 FDR LEGEND • SEE SHEET SC-2 FOR PLAN NOT~S • 1780 1780 1ST COUNTY •aun: 11 SD 5 44.9/R45.9 73 FIECISTER1;.0 crvn. ENClti,1EER PLANS APPfl:OVAI.. DATE ctrr 0~ CARLSBAD 2075 LAS PALMAS ORIVE CAR~S8.U,, CA 92009 80YLE (NGIHEERINO CCIRPOR~TlON "7807 CONVOY COURT SUITE 200 SAN DIEGO. CA, 92111 (6191 268-9080 1785 STAGE CONSTRUCTION STAGE II SCALE 1 ""'100' SC-3 " >-"' ., "' " > w "' "' "'- > w .. w <( "'-0 ., ., .... .. • .... .. .... .. «-0 .... .... N ., ~ e ...... .. ""' w ., .. ., " ..... ~3 w "' o-.., ., .. "' jl!j :,; .., .. .. :r <> ... • ., !: I< !:! :i:: C D .., z " =-., :!: • • • , 175 ROUTE 5 .... STAGE Ill CONSTRUCTION CONSTRUCT £AST SIDE Of RAMP PL-3 AND SOUTH SIDE OF POINSETTIA LANE. CLOSE FREEWAY. DETOUR TRAFFIC PER SHEETS SC-8 ANO SC-9. REPLACE SOUTHERLY BRIDGE RAILING. OVERLAY EXISTING 8RIOG£ DECK. PERFORM SEISMIC RETROFIT ON EXISTING BRIDGE. SEE SHEETS SC-15 ANO SC-16 FOR TRAFFIC HANDLING PLANS. 1760 1TT5 :: ROUTE 5 SEE SHEET SC-1 FOR LEGEND. 1ST COUHfY ROUT£ T 11 SD s A£0lstER£D CIVIL IENOlt,IEEA. CITY OF CARLSBAD 2075 LAS PALMAS DRIVE CAIU.SBAO, C• 92009 BOYL( ENGINEERING ctltP'CIRATION l8Ol CONVOY COURT SUITE 200 SAN bI(GDt CA-92111 CG1~U 268-8080 1780 1780 ST AGE CONSTRUCTION STAGE Ill SCALE , • ..,00' SC-4 • ,. m " "' "' > "' 0: • ..... ... t: .. -" ... N N ,- ',. ""' l!!o .,.., .JZ co<> u-.JIii .... u<> ... :c " • -"' 0: "' > D z " "' :,: ~ • -;!' • ~ ,. • "' -~ -"' ';/1/ -"' ~ "· = <> ... i!l ~ _, ~ ~ • :,;; :;; " "' "' > ::i I!! .. " ... t: .. :;: ., ,. !'i ,. m " .. "' u .. :,: u Ml ... ... -:i:: ,c ., Ill • i • STAGE IV CONSTRUCTION CLOSE FREEWAY. DETOUR TRAFFIC PER SHEETS sc-e & Sc➔• REMOVE l'ALSEWORK, 1755 ROUTE 5 1160 1760 SEE SHEET SC-1 FOR LEGEND, 1ST COUNTY A:OIJTE 11 so 5 A£til$T£RtO (;IVU. ENGINEER BOYLE ENGINEERING C(RP'OtA.TlON 1801 CONVOY COURT su1n:: '!OD SAN DIEGO, CA. 92111 (519) 268-8080 ROUTES 1780 1780 ST AGE CONSTRUCTION STAGE IV SCALE ,•..,oo• SC-5 • ,. :;: ., ~ > w « > w "'' ., ' • ~t ..-.,;:. N .. ... 5 , .. ,.. om "' ., .. .,. 0 "'"' i;l§ w " u :/:!I w :i: uo u .. 17 5 i .. • .. ... "' ... ~ -:c <> ,c z _, 0 .. :II l!l • • , ROUTE~ 1760 .. STAGE V CONSTRUCTION CONSTRUCT POINSETTIA KOIANS. SEE SHEETS SC-17 ANO SC-18 FOR TRAFFIC HANDLING PLANS. AVENIOA .. 1770 1775 .. ROUTE 5 .. SEE SHEET SC-I FOR LEGEND. 1ST COUNTY AOUT'E: 11 SD 5 AEGistERILD C:IViL £HGtNEER PLAN:!i ,'PPAOVM. O.&t£ CITY OF CARl.S8.lP 201, LAS PM.MAS DRIVE CARLSBAD. CA 92009 80YlE ENOINEE~INO COIIP-TION TOOT CONVOY COURT SUITE 200 SAN OIECO, CA. 92111 (6191 211-aoao 1780 1180 ST AGE CONSTRUCTION STAGE V SCALE 1"•100' SC-6 • ,.. m " "' .. ,. > "' "' "'"' • .. ~ .,_ 0 '-N N .. ,,_ om "' ,-o "'"' .JZ :,<> u-:;1: ""' .. 6 ·-"' "' .., :,. D z <> "' "' " i5 =. -• ~ = z -"' -. ~ -z ~ 9i fu "' _, ,c ~ ~ ~ ~ l!< ..., • !;. -.,, 0 "' .. > "' "' "' ... .. 0 ., "' '-"' :;: "' 5 ~ 0 "' " " "' :,: u .. ... ... -::c ,c ., :I • i • 11. 1-5 •h· 8' MEOIAN SHLO I I J I • z I TRAVELLEO WAY 10' SHLD FALSEWORK--'/------1----il I I I I 01-:ST COUNTY I IU>UTE 11 SD I 5 _,,,_, ,,m _,_ rn -------111· ~ mu ~.-1] I 1--'-P:::;C"'=•..:•c.••:.:•:::occv•::<:.:D::::•"-rt,,_ ___ 4 \• t.o.~ • _ I CITY OF CAALS8AD _,I, • 2075 LAS Pi'.LMAS ORI\'£ ~!. V ~""Q . CAAL.SHAD• CA 92009 ~ Of: t,_\S,_;:o- BOYLE ENGINEE~ING -PCRATIIIN T8QT CIINVOY COORT SUITE 200 SAN g1Eco. CA. 92111 (819) 261-8080 !!? "' l ~----TEMPORARY RAILING---~ L.-----"" C TYPE Kl ~ _.... _, -n---l"1l ,...,...,...,...,... ==----~-1------·----------------J~~--=-2 . 2' 4118' ~ ,1--------=T"'R"'AV"'E,;,L;',LE"'D,....,,W"'AY,,....---------t 6' >AL~~wORK OPENING TYP NORTHBOUND AND SOUTHBOUND SECTION A-A NOT TO SCALE SEE SHEET SC-13 FOR PLACEMENT OF TEIAPORARY RAILING <TYPE Kl ALONG POINSETTIA LANE. I , , • I I , : I ~-... .. --,: I : : "'C: I ... , /:,' ' ..,! I fl,' I .. I I ~! I . , RAILING <TYPE K) ' / I , • • ! I TYPE K-MJDIFIEDl N+ 'f , 280' TEIAPORARY ...-RAILING CTYP~ Kl u~~YfREff~~EN~~s~r~r~, AS REQUIRED AND REPlACE AFTER CONSTRUCTION. 800' ----· ,.,.,~ V .,.__ ,._ ,oo' TEMPORARYi\ ; ! VXISTING EXISTING_::, I l6 /TEMPORARY CRASH CUSHION ONCRETE BARRIERS DETAIL 218 o GO' o . ' t& + CARRAY Tl) 10:1 :.I , I -l--•------------~.----------j~~~±===~iJ·~;;;,\;;f/,.~-t--~;;;~:;;j;;:;;:;;;;:t;;;;;;;;:;;:;;;;.,;,;j;;t-;#·g~~:'!!:==::;;;::======-=.::...:..:.:.:.:.:.::=::::::::========~ = -:-.. -_ ==--== ~t -=== ==·....._== -=== =·=-==--= =--===-~== ::: =t _:::. ___ :!-~:~~-~I·····~!!··-~!!·-·~~!--~~~---~~~---·=== == .; == = ::! .. _:_= __ ~_.:_]_·._=_-}:: === :: = == -® ~ ----• -------... -····-···-·:······ .. ······-· ···· ... l··'f ·;: ~~ .-c3oA ------__ .,. ---_______ .,_______ .. r-------an:.-~~- C30A ::._ ---::: ------..... ... .... ~ ........ ..... ---------------------------Wffff j -· -----±. '::i,--------------------..... + .......... ...... -----------... T .. ---...... +++ .... ~➔ -----&&& •••\_•_•• _:.:. ••• ---__ ::.. ---WffT W~T :_ --• -.... ...... ~ •-----------•--,'-------_,____ ---------------~--------' . ·---------·-----------------t-,;' 81 I _j _J TEMPORARY CRASH CUSHION O 6n, i 1'1 60' LEXISTING EXISTING <ARRAY Tl) ~ lO:l , , c-.. 10:1 ~ I DETAIL 13 DETAIL 25 eoo' TAPER i ' -M TAPER ~01ST(NG i...--.. vl'-1 -------"=-----------, : -300' TEMPORARY CONCRETE BARRIERS 300' TE~PORARY--' / RARING <TYPE Kl <TYPE K-MODIFIED) RAIL ING ( TYPE Kl 1 1 ,' REMOVE EX !STING CONCRETE BARRIER (TYPE K-MODIFIED) : I AS REQUIRED AND REPLACE I ' : !. . ,' ~ SEE SHEET sc-1 FOR LEGEND, NOTE: MAINTAIN TEMPORARY CRASH CUSHIONS AND TEIAPORARY RAILING CTYPE K) AlONG ROUTE 5 IN PlACE UNTil FAlSEWORK REMOVAL WORK DURING STAGE IV CONSTRUCTION, ST AGE CONSTRUCTION TRAFFIC HANDLING STAGE I SCALE 1 '"'50' SC-7 ~ --- • .. .. 0 "' "' > "' 0: • I:! , .. .,., l!!o .... -IZ :,<> u--'"' .... "" • l5 !;, • I ~ ~ ;; \II -"' -... ~ • I ,:;I. .... ~ ... • -;:! "' ,,., 0 "' "' > "' a: "' .. .. 0 .. i:: .. ::;;: .. t u t 0 "' " " .. :,: " .. ... ... :i: C ... :IE • i .. PLAN NQT£s [l INSTALL TEt.f'ORARY FLASHING BEACON WITH BATTER POWER. BEACON TO BE MOUNTED ON TEt.f'ORARY TYPE I POLE WITH REFERENCED SIGN, STAGE I ONLY, III USE 1 COAT BLACK PAINT TO COVER EXISTING LIMIT LINE ANO STOP MARKINGS. RESTORE AFTER DETOUR OPERATION. STAGE I ONLY, • ([] COVER EXISTING RI •s1GN. STAGE I ONLY. [) ACTIVATE NEW SIGNAL PRIOR TD IMPLEMENTING STAGE IV DETOUR. I[) CLOSE FREEWAY DURING FALSEWDRK ERECTION ANO REMOVAL PER STD PLANS T10 AND TIOA. ROUTE 5 ~A<I> Pt-;: IT]~ ~ ® TEMPORARY 12"WHITE (TAPE I I ® RI (STAGE I ONLYI TEMPORARYl2"WHITE (TAPE). MOVE AFTER DETOUR OPERATION (STAGE I ONLY) @ W17 !STAGE ONLYI -= W17 ISTAGE ONLYI OJ -':~-~ RAMP PL-1 t}• ; EXISTING PAVEMENT ~,:::::::.---l~l•' MARKINGS (TYPICALI • • t • I f ...::::,=..-----.... ,:;:::-··======--- / • • . ' ! :, 3 EXISTING PAVEMENT RKINGS !TYPICAL) @ 37 ·-~--G4S 4 R1 C STAGE 1 ONLY) ® G48 G27-2 G36 FALSEWORK ERECT! REMOVAL (STAGE IV G21-2 G36 . ® G48 G27~2 G36 SEE SHEET SC-1 FOR LEGEND . \ I $1" CCUNtY ROUT£ 11 SD 5 RtGl~TIE'.Al:'.D C:IVIL ENGlftEER PL.t.HS APPAOVAL DATE CI TY OF CAAL SB AD 2075 LAS PALMAS DRIVE CARLSBAD• CA 92009 BOYLE ENGINEERING CCIIPOIATHlN TBOT CONVOY COURT SUITE 200 SAN DIEGO. CA. 92111 (619) 268-8080 ® 048 G27--2 G3G -L --- ST AGE CONSTRUCTION SB FREEWAY CLOSURE DETOUR SIGNING STAGES I, Ill AND IV SCALE 1 -..So' SC-8 • • • " • • >-., 0 .. .. > .. 0: ... ~t «-<> ;:. ~ '>-0., .. .. o "'"' .JZ :,<> u-.,.,, .... uc z " -.. .. 0 I§ ~ = "' -~ I:!< -"' !:/;! -"' -"-~ .. ~ ~ I:!< .... -,. -= .. "' -> .. 0: .. .. .. 5 >-., 0 .. " u .. :,: u • .. .. ;;; j • • i • . _., .... , ..•.•. , ..• , ... , .. ,,. : • ' ROUTE 5 --·-------------------- -I • XISTING PAVEMENT MARKINGS (TYPICAL) 1ST CDUN:T'r' R01JT£ 11 SD 5 REGISTE:RE:D C:JVU. £NOl"'E£~ ~ c,-====~=----Hl 11¥1 l-'-P-"L•'-"-'·~·~·'-·•~o'-v~•L'-O~•~t""•----11'• ,-JllML CI TY OF CARL$8AD 207~ l.AS Pi.LMAS Ortl'iE ~ :!11- CARLS8A01 CA 9200g BOYLE ENGINEERING CORPIJRATION 7807 CONVOY COURT SUl7E ,tao $AN OltG01 CA. 9~111 t619) 268-8080 NOTE: SEE SHEET SC4! FOR PL.I.N NOTES- G47 40 027-2 G36 i _.J-L.t,: ~~~------------------------------ G47 ®021-2 G36 SEE SHEET SC-1 FDR LEGENO. TEMPORARY 12"\IIHITE 047 !TAPE>. REMOVE AFTER 027_2 @_) OETDUR OPERATION 036 !STAGE 1 ONLY) 1 G◄T 021-2® G36 (STAGE ONLY) ID R1@) ID 43 W17 • ® R1 (STAGE ONLY) FALSEWORK ERECTION (STAGE 1)/ REMOVAL CSTAGEIV) WORK AREA, EXISTING PAVEMENT MARKINGS (TYPICAL) !STAGE 1 ONLY) I I ST AGE CONSTRUCTIQN NB FREEWAY CLOSURE DETOUR STAGES I, SIGNING Ill AND IV SCALE 1 ""'60' SC-9 ,-.~~-..---..,-----------------..L ___________________ ..1.... ___________________ ...,_ __ .,.... ________________ -'J;:;'. .. ;;T;r,:cou;::"::,:-,T':":::ou::;tE;;-T:"1'ffl7iiITT:sT,i'l."'li,•i'i_r'l'rrc~i"fT•Xi•tcl~ X ~ \. • X ' 0 w ,. .. .. 0 > w ::l 0: .., > ,-. w "" 0: " ., ., .., .. .. ' ..... .. .. -:;: ";:. .. N .. 0: .. u ,,. ,. ""' w "" ,-.o 0 """' -'"' w :,<> " u-u .., .. w """' "' uo u .. i'i Ill ., ... 0: ... \:;' 5! D ,C " ... " ., :a! "' " . ts -., -5 ~ ~ -= -:,<, -= ',!/ -= -~ u, = -s, 0 ~ ~ -i '-' l's ~ -... -= ... 12'• TEMPORARY RAILING <TYPE Kl 2' WOR ZONE •• 14' WHEN NOT ADJACENT TO EXISTING·TYPE C CURB EXIST TYPE C CURB !ii! REIAOVE EXIST. -'Ll EXIST SHLD. -' I!; DETAIL 25 ~"' ii @i 12 , 2' 1-o----=-----i 2' TYPICAL SECTION NOT TO SCALE "PL-1' STA. 1768+10 TO STA. 1782+20 'PL-2" STA. 1756+70 TO STA. 1766+90 "PL-3' STA. 1758+60 TO STA, 1769+30 'PL-I' STA. 1770+30 TO STA, 1780+73 AMOUNT (LF> 784 50 540 970 270 TEMPORARY RAILING (TYPE Kl TEMPORARY RAILING (TYPE Kl XISTING □HAIL 25 0 l REMOVE TRAFFIC STRIPES STATION DETAIL FROM nPL-2 H LINE 25A 1759+46 36 1767+05 JG 175G+TG "PL-3 11 L JNE: 25A I 1759+70 I 8 1757+00 I TO 1767+30 1767+30 1759+46 1769+40 1759+70 "' . "' "' ::, ... "" "' ...... 0 _, -w «z ,.._ "-'--' 0 "'"' C, "'"' ,:z_j:::::i W"-U <> Is "' z 0 'f .. TEMPORARY RAILING (TYPE Kl EXISTINQ DETAIL 278 11 SD 5 81 A£01STERE:D clvu ... ENGINE:E:R @. ~.<-.-.-.-.-.. -.-0-VA_<_O_A_TE ____ ,H~ mu m t-------------1,·• • \ \ CITY OF CARLSBAD 2015 LAS PALMAS DRIVE l',t 0, ti,® CARI.SBAO. CA •2009 BOYLE ENGINEERING CORPOOATION TBOT CONVOY COURT SUITE 200 SAN DIEGO, CA. 12111 lG191 269-8080 \ EXISTING DETAIL 13 4 ' -20, 1 TRANSITION ON K--11AIL 220' TRANSITION 11' LANES TO 12' LANES ~ SEE SHEET SC-1 FOR LEGEND. TEMPORARY RAILING (TYPE Kl STAGE CONSTRUCTION TRAFFIC HANDLING STA~E II SCALE 1 11e50' SC-11 • 0 .. "' "' ., -0 > "' l,l <I> > "' .. "' .. 0: 0 ., ., .. • .. ' ' .. .. -' ' N ,,, N i 0-- , .. On> .. ~o ., "'!i! 0 "' c:.., " u-u .,., w .... :i: uo u .. 6 .. t-• .. t-"' -"' :z: > .,c D z , ... ., :I! .. "' • 0 iS -.. -• ~ = « = -l's Ii: ~ = ~ ~ ~ ~ .... -i .... l's ... • -., -..... Ill AMOUNT (LFl 3340 830 650 195 ◄90 60 SF 2◄ SF 250 290 90 SF REMOVE TRAFFIC STRIPES STATION DETAIL FROM TO PL LINE 21 1750-1-00 1757+90 1759+20 1761+20 1764+◄0 1770+◄0 1770+70 1771-H;O , :no 1764+◄0 1 70+◄0 1770+70 1173-1-00 28 1761+20 1763+70 1771-H;O 1773-1-00 36 1770+70 1771-1{;0 38 1756-H;O 1757+90 1759+20 1761+20 1771-1{;0 1773-1-00 TYPE IV ARROWS 12" WHITE LIMIT LINE AVENIDA ENCINAS 1 11-1{;0 1 ◄-l-00 21 1 O-l-05 11-1{;0 12 WHITE CROSSWALK Go' -1011 FLAAE ON K-RAIL 100' TRANSITION 32' K-RAIL EXIST • AC BERM I 23' CLR, 12) 11.5' LANES TYP !CAL SECTION AYEN IPA ENC J NAS NOT TO SCALE 80' TEMPORARY RAILING ITYPE Kl STA, 1750-fflO 'PL' TO STA, 11+10 AVENIOA ENCINAS o 2◄0' K-RAIL TRANSITION + 2◄ FROM CURB TO 34 FROM CURB POINSETTIA XIST. 'SIGNAL' MARKING LANE K-RA IL 1755 ........ ... 90' BAY TAPER ON DETAIL 22 EXISTING STRIPING TEMPORARY CRASH CUSHION IARRAY TJ 150' (35 MPH) 20'-10:1 FLARE ON K-RAIL ITE R96,R96 R96,R96C (21 TYPE I LT ARROWS (TEMPORARY I T@ -l-05 12" WHITE LIMIT LINE I TEMPORARY) EXISTING STRIPING ... r 1,1, I : ' ' ' ' ' ~ 8E -"' ,. g SEE SHEET SC-1 FOR LEGEND, tizo• '· t • -~ ,. -l '$T C:OUN'i"Y AOUtE 11 SD 5 RE'.G,$T£At0 tavu. EN01N££R Pl,.ANS APPROVAL DATE CITY Of CARLSBAD 2075 LAS PALMAS DRIVE CARLSBAD. CA g:oog 80YLE ENGINEERING CMPOAATION 7807 CONVOY COURT SUITE 200 SAN DltGOt CA. 92111 (619) 268◄080 PLAN NOTES• 1. PLACE TRAFFIC SIGNAL INTO FIXED TIM£ OPERATION FOR DURATION OF STAGE ll, Ill & V CONSTRUCTION . . ., 260' TRANSITION r@) q}_,~~~-+----=r:.rt-i:? I *--- r@200' r@ 2120' TEMPORARY RAILING !TYPE Kl STA. 11-fflO AVENIOA ENCINAS TO STA. 1783+60 'A." 121 TYPE IV LT ARROWS !TEMPORARY I +15 12"' WHITE LIM L N !TEMPORARY I lu Ill ... .... -.............................. Li.I UI ::,: ,-;>"S_,.-:;,,,--1 Ill ... ... ll,.l.il'-,'1,'4'!",,U..L.1.1111.....j Ill REVERS I BAY TAPER I ON O'ETAIL 29 I ' STAGE CONSTRUCTION TRAFFIC HANDLING ' STAGE II SCALE 1 "=50' SC-12 • ... ., Q w "' > w " .., • ~t' «-o;:. N .. ...... ,,., w ,-o ,cw :::a u--"" .. .., uo .. i'i • "' 0: ll:' " z " "' .. a ~ !.' • ~ "' z -"' -15 -"' !:ll -= -~ :,,-: ... ;;:; 0 ~ :;J_ '-' I!< ... • -.. -"' Q w "' -> w " ~ Q .., I:! "' ' .., .. " " ... a, fl ,, u w :< u Ill ... !:: :i:: ,c ... :Ill • i • 14' TEMPORARY RAH.ING ---tti <TYPE K) ' TEMPORARY CRASH CUSHION (ARRAY TJ) < 54 t.f'H l 60' @R96,R96C 170' I +oo TEl.f'ORARY RAILING (TYPE Kl • I TEMPORARY RAILING ( TYPE KI @)R96,R96C 24' <2l 12' LANES TYPICAL SECTION 11PL" L !NE STA 1764+40 TO STA 1770+40 NOT TO SCALE 4' XISTING BRIDGE RAILING 1ST CCIUNTY fl(IIJT£ 11 SD 5 RE:G1$TE:RE:O CIVIL ENGINEER PLANS APPAOV.&.L DATE CITY OF CARLS8,0.0 2075 LAS PAI.MAS DRIVE CAA:t..$8AO• CA 4320M MATCH DETAIL 27B TO CURB AT ENDS OF BRIDGE BOYLE ENGINEERING COAPOAATION 7807 CONVOY COURT SUITE 200 SAN DIEGO, CA. 92111 16191 268-8010 @SIGN 11B• ' SEE SHEE~ / l SC-1 G FOR / -£INGER DETAIL . / --- ~ ,~---@SIGN "A" ~/ _ / ENUE SEE SHEET :--v'.'--L... SC-16 FDR DETAIL " XISTING TEMPORARY CRASH CUSHION <ARRAY TJ) 145 MPH) ... ···-____ .,.... ,1:•-=---: STRIPING 12,00 .. ............ .1, •• _______ ............................ • •• .. L...--=.i.·-----1 ... ~: -..,;· ... SEE SHEET SC-1 FOR LEGEND. ti • 'l' I ..JI I ~, I I l I I "'"' ~ 22 ...11= T@ !G EXISTING STRIPING 2) TYPE IV ,. RT ARROWS "' ( TEMPORRAY ) c ... "'z ~8 S? i~ .... ~ ~~-=~2~o~o~·~T~R~A~N~S~IT~l~O~N_,,,,,---;--(~WC<..J TEMPORARY s RI p NG D L MAINTAIN 4' WIDE FENCEO PAVED PEDESTRIAN WALKWAY ADJACENT TO EXISTING EMPORARY RA I LI NG <TYPE K) AC BERM. REMOVE TRAFFIC STRIPES AIAOUNT STATION DETAIL FROM (LFI 1PL-1 11 LINE 200 8 1776+35 825 25A 1768+10 PL-4" L!Nf: 710 25A 1770+30 390 36 1768+70 177H40 30 Sf 12" WHITE LIMIT LINE 22 SF STOP MARK ING TO 1778+25 1776+35 1777+40 1769+{)0 1780+70 • • l . ' ti I ! ST AGE CONSTRUCTION TRAFFIC HANDLING STAGE II SCALE 1 •..so• SC-13 • 0 ,.. ,., "' .. -0 > "' Id 0: "' > Id I-Id ... 0: 0 ., ., "' • I!!~ '-"' .. -:;: 0;:. ., N "' ... "' u ,,.. ,.. Om "' .. ,-o 0 ◄ul JZ Id =><> ,, u-.., ...... Id ◄Id :,; uo .., ,.. 1i • .. .. 0: .. "' .. > -C :i: z ,c <> ... ., ll "' 0 • i5 ';; • ! z -I"" l!s -z !:!I -'.:a ill -15 ~ ~ ;j i l!s ' • ~ s: • I I I ( I I :? ~-----·---... I I ::: --- ~ .:.-.: _____ -:...=-=-===!:. EXISTING OETAll 36 TEMPORARY RAILING CTYPE K) .. . ---=+-------------~:ac,;;::-~~~~---~-~-~-.. .. .. .. ~----------:~lfi"E---s--------l!O 1~0'-10:1 FLARE 0 ~ ON K-flAll 0 'f ~ t~-=_-:=. -=-=_= __ ==== ----=============:.-:'."'::-::-=--=·--------------·--s:_-:.:..:.-_-_-__ , ____ ...;.. ___ ~_:..:.:..-... -_-_-::-:-.:::::::-__________ _ .. k "' 1------t:: --------· "' I EXISTING DETAIL 278 .. N ::: ::: ~ d:' ::: , -~: ·----·-----------±--.. j __ --! ------12' ., 0 EXISTING DETAIL 25 ---' 1ST CCN.,IN1'Y ROUT£ 11 so 5 RE:GlU£RED CIYU,. ENGINEER ~~l ___________ ,,l ,.,. ! 1--'-P"L•cc•cc•C-"•cc•c.•'-'•o=-vc.•ccL.cO"'A"'Tt,_ ____ \\'._ ~Jt.ml... -~ Cl TY Of CARLSBAD 2015 LAS PALMAS DRIVE ~ V :\oo C/.Al..SaNJ. CA 920og BOYLE ENGINEERING cmPDRATl[l,I 7807 CONVOY COURT SUITE ioo SAN DIEGO. CA. 92111 (G19) 268-8080 800' TEMPORARY CRASH CUSH ION !ARRAY Tll r® ____ i~/-C30A 12' "" ,_ EXISTING DETAIL 13 "' C 00 'f ffi TEMPORARY RAILING (TYPE Kl SEE SHEET SC-1 FOR LEGEND. STAGE CONSTRUCTIO~ TRAFFIC HANDLING STAGE II SCALE 1 "a.SO' SC-14 I , I 'f--+---i 0 ,. w ., .. . :, " "' "' "' "' ,. "' ... w ., "' 0 "' "' ..... .. • >-" " " -~ "" " N "' N ,. .. ... V ',.. ,. ""' w .. '""' ◄W Q -'" Id :, '-' " u-u -'"' Id ◄W :,: 00 u ... e; ~ ~ ·• . ~ i • ' 1 50 0 'f AMOUNT (Lfl 790 12 SF 500 270 . 60 60 SF 1◄ SF S◄ SF I '170 40 Sf i5 1-0> _.,. "' Z-' <-"'"' 1-1-w zo Q ""'' '+ lll~ ' I REMOVE TRAFFIC STRIPES DETAIL I STATION FROM I AVENIDA ENCINAS I n I 10t05 I 1 12" WHITE LIMIT LINE 111PL .. LINE 22 1750<00 278 1770+70 1772+50 31· 1714-1-00 TYPE IV ARROWS TYPE 11101 ARROW TYPE V 11 ARROWS "PL--4" LINE 25A I 1770+30 12" WHITE LIMll LINE "PL" ,., ' I TO HtOO 1771+10 177◄-li!O 1772+00 POINSETTIA -1751.: ... l 25' ' CTYPI I , I ~ . ® :__,,.,..-1 C30 Q 90' 'f BAY TAPER @ PERMANENT PAINT SEE SHEET sc-1 FOR LEGEND • I I , I btST COUHTY 11 SD 5 R44.9/R45.! 85 RF.CISTE:Rl;:0 CIVIL ENGIN££A BOYLE ENCINE£RING CORPORATION 7B07 CONVOY COURT SUITE 200 - SAN DIEGO, CA+ 92111 (6191 268---8080 ' INSTALL PER ~ SHT P0-4 "- TYPE 11 ::---,,_ LT ARROW I, . C TEMPORARY I ' ', I , STAGE CONSTRUCTION TRAFFIC HANDLING STAGE Ill SCALE 1 ""'60" SC-15 . . • .. "' .. ., <> > Ill ~ > "' ... w ◄ 0: 0 .. .. ~ .. • ' .. -.. o;:. ' "' I:! .. "' u , .. .. om :,!., ., ◄W <> ..JZ "' ::,0 " u-" ..,., w -<W :r uo " ... i!i .. . ., .. a: I- • • !:! !i! D C z ... .., ., :II w D • ~ -.. -~ :l1 "" -~ -"' ~ -"' -e, "" .. "' ~ ,:I_ i ... ~ ~ ~ .,. • 8' 41 TYPE IV LT ARROWS(TEMPllRARYI 'I> ... -- t-46 LI.I LI.I ilil ....,, LI.I VI SEE SHEET I sc-1s REMOVE TRAFFIC STRIPES <'PL-2' LINE) AW)UNT <LFI DETAIL FROM STA Tl ON I TO 540 36 1756+76 I 1759+46 40 SF 12' WHITE LIMIT LINE INSTALL PER SHT P0-3 @R96,R96C TEMPORARY RA E Kl STA 1766+70 2• TO STA 9+00 EO DEL NORTE TEMPORARY CRASH CUSHION(ARRAY TJI (54 MPHI r@ (21 TYPE II LT ARROWS <TEMPORARY I 12• WHITE LIMIT LINE (TEMPORARY I .. .. < 1ST COUNTY ROUT£ 11 SD 5 Rt(U$T£11E.O ctvtL ENOlNEER ~ ""' t-PL~•-•-•~••-•-•o_V~AL"'-"DA~~-----~•-JIJIIU.. CllY Of CARLSBAD 2075 l,.AS PALMAS ORlYE ~'i ~~ CMILSBAD, CA 92009 o, c,\\'!W BOYLE ENGINEERING CORPORATION 71107 CONVOY Ca.JRT SUITE 200 SAN OIEGD. CA. 92111 (619) z,e-eoeo T@) R"'35'~ TYPE IV < I I I < iffi)' RlG R96C ® LT ARROW (TEMPORARY) . SIGN 'A' uJ "' "" .. ® SIGN '8' EXISTING STRIPING ®@ 3G"X30' ' t SIDEWALK CLOSED YPE VI I RT ARROW <TEMPORARY) TYPE IV·, LT ARROW ( TEMPORARY ) JSE OTHER S IOE 4" CAPS. BLACK ON ORANGE SIGN A ®@ 36 "X30' SIDEWALK CLOSED AHEAD JSE OTHER SIDE 4' CAPS, BLACK ON ORANGE SIGN B I ' ., SPECIAL SIGN DETAILS NOT TO scALE STAGE CONSTRUCTION I TRAFFIC HANDLING ' SEE SHEET SC-I FDR LEGEND, STAGE Ill h SCALE 1 •-so• SC -16 • >-., " .. ., > 111 • t:! ',.. am l!!o j~ :, "' u-.JI/I ..... uo .. 3 • -.. "' .. :,. 0 z " ., "' 0 ~ -.. -• g ~ "' -~ \;;: ~ 9, e, <=> .. ill "" ;'I l!< . .., • -~ .,, 0 "' "' > I:' .. !;, C i:: .. ' "' .. .. u ,.. ., " .., " u .. :,: u Ill .. .. -:i: ,c ~ s • i $ ..: -~----·------··· ......................... · MAINTAIN 2 LANE OPERATION ON PL--4 <SEE STAGE 111) ID . a:, POINSETTIA LANE -----, ------_..,.... ___ _ - 90' BAY TAPER NSTALL PER SHT P0-3 ◄00' TRANSITION POINSETTIA LANE ••nT--~--, ••••• ~-• ·--·-I •• -.-~- IIPL M ' INSTALL P£R SHT PD-6 INSTALL PER SHT PD-6 POINSETTIA LANE "'PL" ,' \ I .. .. 60' BAY TAPER \ \ (2) TYPE IV 1 LT ARROWS \I tTEMPORARYl \\ \\ \I ••--••, •••••-••f-' -•••••••n•--.,n-.. "' -~ •• -~ ,;: •• --N A V ...· --T@) 121 TYPE IV LT ARROWS ( TEMPORARY ) MAINTAIN 2 LANE OPERATION ON PL-2 (SEE STAGE Ill) ,.,-® / C20tLT) ~@ '~EXISTING STRIPING '\._FLASHING SIGN C201L T) ARROW SEE SHEET SC-I FOR LEGEND. .I I ,, t INSTALL PER SHTS P0-3 ANO P0-5 (2) TYPE IV LT ARROWS 90' MY TAPER I $1" COUNTY ROUTE 1 1 so 5 REGISTEFIED CIVIL tNGINE:ER CITY OF CARLSBAD 2075 LAS PALMAS ORI¥£ CARlSBAO. CA 9200~ aorLE EN~INEERING COOPORATIDN 7807 CONVOY COURT SUITE 200 SAN DIEGO, CA. 92111 16111 258-11080 INSTALL PER SHT PD-6 @ C30 INSTALL PER SHT P0--6 INSTALL PER SHT P0-5 ID ID ~Et.CIVE TRAFFIC STRIPES BEFORE STAGE V CONSTRUCTION ('PL' LINE) AMOUNT DETAIL CLF) 200 8 276 22 1150 400 810 27B 640 40 70 1160 29 390 320 400 36 STATION FROM TO 1755+-00 1777450 1756..SO 175HU 1764..SS 1770+30 1772<50 1774<50 1750..SO 9<50 AV ENCINAS 9<50 AV ENCINAS 1759+-00 "PL-3" 1770+30 1767+70 "PL-2'' 1774+75 ti;O PASEOOELNORTE 1750+70 1756-150 1761+70 1763~5 1770-110 1772-150 1775<55 1777'+55 STAGE CONSTRUCTION TRAFFIC HANDLING !!~~!o.v sc_-1_1_ .I • 0 >-"' ., .. C > "' "' "' 0: > "' ,-. ::i .. 0 .. ., .. • I!'~ ' .. .. -::; c;:. ., I:! • l'i ,,. >-00> "' .. ,-.o " ..... .JZ "' ::, "' ,, u-<.> .J .. "' ..... :t UC u .. z .., Ill • ., I-« I-~ -" :z: ,c 3 ... ., :I! "' D • l5 -.. -• ~ '.ll "' -Is !.: \!I -"' -.. ... Q .. I ::;/ i '-' Is ... • -.. -"' ~ REMOVE TRAFFIC STRIPES AFTER STAGE V CONSTRUCTION REMOVE TRAFFIC STRIPES BEFORE STAGE V CONSTRUCTION A"40UNT OETAIL STATION REMOVE TRAFFIC STRIPES BEFORE STAGE V CONSTRUCTION AMOUNT DETAIL: STATION AMOUNT DETAIL STATION (LFl FROM ILFI FROM TO (LFl FROM I TO PL LINE PASEO DEL NORTE 148 138 38 1756+50 1757-ti!O 200 22 8+40 250 1759+20 1761+70 200 10+45 240 1764+55 1766+95 670 27B 11+70 245 720 32 11+45 100 1777+55 1778+55 670 39 11+70 200 3 1775+00 1777+50 17 SF BIKE LANE MARKINGS 100 ◄OA 1774+50 1775+50 44 SF 'STOP • MARK I NGS 150 17 ◄+75 1775+50 15 SF TYPE IV ARROW 44 SF "STOP' MARKINGS 40 SF LIMIT LINE 110 SF Wli l TE C~EVRONS 150 SF TYPE IV ARROWS 81 SF TYPE VII ARROWS 'PL-3' LINE 60 10 1769+00 1769-IG0 POINSETTIA LANE .. ::=:::t:i:::e:1:~••11•--. ........... _ ........................... ········--·-··-·· .. tm ~ ~LAGMAN C9A C36 POINSETTIA LANE .... -~-~- :::::::::::::::::::cc■••····· .. ·-········-···············"· --.. ---~ .. ~----- tm C9A ·~ C36 ~LAGMAN 250' TAPER z -,. Rl(RTl 9+40 11 +-15 15+o5 15+o5 15+05 AVINO WORK AREA W2(RT) 225 120 90 SF 510 510 90 SF 84 SF 360 360 ◄5 SF 42 SF PAVING WORK AREA SEE SHEET SC-1 FOR LEGEND, "PL• LINE 38 1756+40 1767+90 1773-tOO TYPE IV ARROWS 'PL-2'LINE 10 1762-tOO 25A 1762-tOO TYPE 11 ARROWS TYPE 111 ARROWS 'PL-4 'LINE 10 1770+00 25A 1770+00 TYPE 11 ARROWS TYPE 111 ARROWS LAGMAN .. _ .. _ _ .. _ .. R7(RTI LAGMAN .. C30 TO 1757-ti!B 1770+15 1774+TO 1767+70 1766-ti!O 1773+60 1773+60 iST COUNTY ROUTE 11 so 5 REGIST~RIEO CIYH. £N01NEER CITY OF CARLSBAD 2075 LAS PALMAS DRIVE CAJU..SOAO. CA 9Z009 BOYLE ENGINEERING CORPORATION 7807 CDNVOY COURT SUITE ZOO $,\N DIEGO. CA. ,2111 ($11) :se-eoaa 2!10' TAPER <@ C36 FLASlllNG 1 ARROW1 SIGN · \ --- •p·. @ I l j Ir' 250' TAPER 0 C36 C36 .. I• I' r1, " • • I I I I I I AVENIOA ENCINAS •p • \ STAGE CONSTRUCTION TRAFFIC HANDLING STAGE V SCALE 1 ""60' SC-18 I I " bl$T COUNTY l ROOTE l Tot;.'ifT pt~~~i,-~~t~ !JI!~. TEMPORARY PAVEMENT TEMPORARY PAVEMENT REMOVE TRAFFIC STRIPE, PAVEMENT 11 SD l 5 ~44,9/R"IS,9 MARKING (PAINT! SUMMARY MARKING (TAPE! SUMMARY 89 ARROW ,lRROW ARROW ARROW lrARROW ARROW 12 ,. MARKINGS, ANO MARKERS TYPE II TYPE II lrYPEilULJ lrYPfl(RJ YPE IV !TYPE IV ~rn~ LIMIT MARKERS MARKINGS STRIPE FUiOISi"ERED CIVIL ENGINEER ~ LOCATION CL) CR) ~ (L) IR J LOCATION LINE JOCATION ~-!Ill! ~ • 4 ~ CROSSWALK IEAJ SOFT SOFT ~ y'l> DIAGNOLS IN) CHEVRONS PLANS APPROVAL OA~E 45 SOFT ◄5 SOFT 42 SOFT 42 SOFT 5 SOFT 5 SOFT 22 SOFT SOFT STAGE 1 -178 -.. ~.Jllllll.... .. - STAGE 2 4030 226 6094 CITY Of CAALS8.0 ~ ., ""'fit .. , STAGE 1 88 STAGE 1 90 2075 ~AS PAL-.tA.$ Ml\'£ STAGE 2 60 30 STAGE 2 40 STAGE 3 84 220 621 CARLSBAD+ CA 92009 STAGE 3 135 90 42 84 180 44 STAGE 3 110 STAGE 4 ---BOYLE ENGINEEIIING CORPORATION STAGE 4 STAGE 4 STAGE 5 ~•6 852 5045 7807 CONVOY COURT SUITE 200 - STAGE 5 90 STAGE 5 -, TOTAL 4790 1476 11,75n SAN DIEGO. CA-92111 (619, 268◄0110 ' " T01AL . 843 SOFT TOTAL 240 SOFT TOTAL SOFT 13,236 ' >-"' !NJ-NOT A PAY ITEM, FOR INFO ONLY ., "' C ,. "' "' 0: TEMPORARY PAVEMENT MARKER SUMMARY TEMPORARY TRAFFIC STRIPE (TAPE! SUMMARY "' ., -"' ,. :. NON REFLECTIVE REFLt:CTIVE TAPE ILF) "' LOCATION DETAIL a: " LINE I .-y (£.Al •• •• •• IT IT , .. ., ., I Fran To NO. Typ<T ·vor'.'" Ay TY'""1-C TY"'"" D TYPE G TY.,. .. H BROKEN SOLID SOl.10 SOl.10 l!ilOl<[N SOI.ID REMARKS TEMPORARY CRASH CHANNELIZERS • I!!~ I!: WU(TI=" v,oi nw rl~AR YELLOW CLEAR Y'"I I nw 1T'-T' YELLOW 'HITE WHITE 12 -3 WHCTE .. .. -::;: STAGE II CUSHION MODULE <EA) (SURFACE MOUNTED) o;;: .. A 1730+00 1765-HIO 13 891 228 ~ ~ 1732+40 1762+00 13 144 189 STAGE ARRAY <TYPE> LOCATION EACH u 1730+00 1732+20 27B 220 -Tl TJ , .. 1734+20 1738+00 21B 520 1 -20 -STAGE 2 - 0 .. ,.. STAGE 3 l!!c .. 1758+60 1765-HIO 278 720 2 -60 27 35 ..... C 1759+40 1762+00 276 ' 260 3 --16 STAGE 4 - .JZ "' 4 .!. 5 STAGE 5 ::,<> ,< 1756+76 1759+40 36 12 264 ---165 u-u -'"' "' ,UBTOTAL -80 43 TOTAL 200 ..... ;c TOTAL 123 uo u PL--1 1776+35 1777-HIS 8 150 PL-2 1756+76 1759+40 36 12 264 TYPE II I FLASHING .. PL-3 1758+60 1759-Hl2 8 122 :i: BARRICADE ARROW SIGN C, Ill . . ..,... .. PL-4 1770-1'50 1772+00 251< 1 150 .. -.. .. 1777+40 1780+70 36 15 330 LOCATION EACH LOCATION EACH ~ -" :r: ..: STAGE 1 8 STAGES 2 z ... .. PL 1750+00 1758+o5 22 68 1610 STAGE 2 2 TOTAL 2 .. a 1759+15 1761+15 22 18 400 STAGE 3 15 .. " • 1764+35 1770+35 22 52 1WO STAGE 4 - 1771+o0 1771-150 22 6 100 STAGE 5 40 TOTAL ~5 O-l{iO AVE ENC 1759-1{;0 ne 100 1761+15 769+oO"PL-4 27B 320 1762+o5 1769-HIO "PL-3 270 235 1764+35 1770+35 270 600 TEMPORARY RAILING PORTABLE· !) 1766+80 "PL-2 1773+00 278 265 -1767+80"PL-1 1773+o0 27B 260 <TYPE Kl OELINEATORS .. -1774+35 10+40 PON 278 70 15 • ~ LOCATION LF LOCATION EACH 1761+15 1763+75 29 44 1040 ;;', -1771+50 1773+o0 29 26 600 STAGE 1 1,180 STAGE 5 103 " i!; STAGE 2 12,B60 TOTAL 103 s; 1770~5 1771+80 36 6 130 STAGE 3 2,920 '!!ii STAGES 4 .!. 5 --TOTAL 16,960 "' 1756-150 1758+o5 38 1 155 'le. ~ 1759+15 1761+15 38 9 200 1771-1'50 1713+o0 38 1 150 ' ... AVE 10+05 14+00 22 34 790 i •NC ~ _, -I STAGE Ill .., i!; PL-2 1762+o0 1767+70 10 72 ii ~ TEMPORARY • -25A 21 a 1762+o0 1766-HIO 480 PAVEMENT DELINEATION PL-3 1769+00 1769+60 10 8 2 QUANTITIES $ SHEET TOT AL • 1721 --248 499 28 272 6370 3570 1 ◄93 --SCALE 1 "-60' -SC 19 I ~l!iTI COUNTY I ftOUTE -,-n~~tT p~~~E:?. ... P~b~Tl..'.'tE'~ , , I so I 5 R44.9/R45.~ 90 I Rt(il$TEA£0 CIVIL £tt0iNEER AC~ • f11a111 D ''"'-S\ PLANS APPAOVA.1. 0,&,TE ~~ II ctn OIF CARLSBAD ti ~XJ!J/J.L. .1~ J.- 2075 LAS PALMAS DRIVE ~J'(" V ~..._ CARLSBAD. CA !2009 ., " BOYI.E ENGINEERING CllRPORATHIN l807 CDNVDY COURT SUITE 200 ' TEMPORARY PAVEMENT MARKER SUMMARY TEMPORARY TRAFFIC STRIPE ( TAPE l SUMMARY SAN DIEGO, CA, 9!111 16191 268-IOIO C LOCATION NON REFLECT! VE I REfl.ECTIVE TAPE ILF) ,-"' DETAIL m "' LINE lFA) I (EA.I ◄" •• •• ,-•• •• 0 > From To NO, Tfro A ypi:-AV I TY e np<n TY..,1-G TY..,a. H BROKEN SOLID SOLID SOLID BROKEN Stl..lD REMARKS ~ "" WHITE .... " Y~L"'W CLEAR YI-I I nw 17 -7 YELLOW "HITE 0: "HITE 12 _, "HITE > ... PL--4 1770+00 1773+60 10 48 8 ... "' ◄ « 0 .., 1770+00 1773+60 25A 16 360 \ ~:;? I!'. I • -" .. ◄ -Q ;; :::: .., !:!' .. PL 1750+00 1750+70 22 8 140 .. 1756+50 22 1 ◄ " -1757+88 276 ,,_ ,. 1759-1'20 1761+70 22 22 · 500 om l!!o ., 1764+55 1770+30 22 50 1150 ◄W C 1772+50 1774+50 22 18 ' 400 ..JZ "' ::,<:> " u-u 9+45 AV. ENC. 27B -'"' ... 1750+50 820 ..... "' 9+45 AV, ENC. 9-1'20 'PL-3-. 278 uo 0 510 1764+55 767+60 "PL-2 278 6◄0 767+50"PL--i! 9+60 PON 278 ◄◄O ... 1750+70 1756+50 29 50 2120 i§ . 1761+70 1763+65 29 18 760 ' Ill 1770+90 1772+50 29 14 640 ' ·-' ,. ... ... "' .. ... 1773+75 177◄+75 36 10 > -200 D :c z C "' .. 1756-+50 1757+88 38 1 138 ,. ll 1759-1'20 1761+70 38 12 250 "' 1766+95 11 " 1764+55 38 2◄0 • 1767+85 1770+30 38 11 I 245 1772+50 1773+75 38 6 125 177◄+50 1175+45 ◄OA 2◄ 177◄+75 1775+45 40A 18 177◄+75 1775+45 40A 18 ~ .... ' I .. -• m PON 8+40 9+40 n 10 200 ,, ' .. "' -• "5 \i' STAGE V ~ PL 1750+70 1751+40 22 8 140 ',::; ~ 1756+40 1757+88 38 1 1 ◄8 :,!l 1768+00 1770+15 38 10 215 ' ' 1773+00 1774+75 38 8 175 .. i 1749+60 1751+80 39 2◄0 ~ ,:;J_ i ... SHEET TOTAL • 66 42 202 82 16 6686 "5 --2◄10 1198 -240 ... TOTAL • 1829 1075 272 13,056 5980 2691 -2◄0 TEMPORARY • -TOTAL TEMPORARY TRAFFIC STRIPE 22,239 ... -PAVEMENT DELINEATION "' QUANTITIES ~ • • -' SCALE 1 -60 SC 20 • 0 ., >-"' GI "' 0 > ::: "' o:; ,, i:i ~ "' o:; 0 ., .. .. X ~~ ' .. .. -::; o;::. ., N " ... l'i ,,. >-cm "' ., 1-0 "'"' Q .JZ "' :, <> " u-0 _,.,, "' ""' "' 00 u ... ~ <> .. • "' ... .. !: !I! :i:: 0 ,c 1: ..I " .. :I "' D • l5 :; I , -~ ' X e, I = .::! 11 -~ \;;c ~ i ~ t!J ·1 "' -i "' g l! ~ ~ = -i ~ I I!; ~ i • ---I "' • " :<:Ii? ~ <D 3-0AY ADVANCED CLOSURE WARNING SIGN RIGHT SHOULDER & MEDIAN. © CLOSE NORTHBOUND & SOUTH80UND FREEWAY DURING SOUTHERLY BRIDGE RAILING REP~ACEMENT AND DURING FALSEWORK E &CTION ANO REMOVAL PER STD. PLANS T10 ANO T10A. @ CLOSE RAt.f'S PER STD. PLAN Tl ◄• ONLY ONE RAMP MAY BE CLOSED DURING ANY ONE TIME. 2 C18 STA 172◄,f()O @en 5 @SPECIAL (Dc1s PER NSP Tl & llHAIL ABOVE STA 172◄,f()O ® ® ® ® C11 MOD. 132' FREEWAY CLOSED 72• A.M. TO ____ P.M. ___ THRU _____ _ 14 10' CAPS 132' W Your-Tox Oollor-s Q AT WORK V PROJECT FUNDED BY ITY OF CARLSBAD TRANSPORTATION FUNDS ROUTE S 48" 16" CITY OF CARLSBAD SEAL ®® G85 1Q.67'UC.8'LC Poinsettia lane 102" 72 II /z. II ii'-•""• RAMP CLOSED 48 11 ____ A.M, TO----P.M. --------THRU -------- ADVANCED CLOSURE WARNING SIGNS NOT TD SCALE 84' CARLSBAD '1L BL VO, C18 9 g RAMP CLOSURE 7 © REEWAY OSURE 1ST COUNT'Y RCUTE. 11 SD 5 PLANS APPROVAi., DATE Cll'f oi:-CltRLSBAD 2075 LA$ PALMA$ DRIVE CARLSBAD. CA 92009 BOYLE ENGIN£ERINO CORPORATION 7807 CONVOY COURT SUITE 200 SAN DIEGO, CA. 92111 (6191 268-G080 SPECIAL(fi)~ PER NSP TT A DETAIL ABOVE CONSTRUCTION SIGNING SCALE 1 ""'200' CS-1 I I I rt?~~, R>~fl r l:HST COIJNTY F!CUTE 1 ...... ':,.'=-1 ~T •~Ii.': ~~ 11 so 5 ~44.9/R45.! 92 CONSTRUCTION AREA SIGNS ?a .a@ .JI • l ,,....,..,,....,.. ..-'\_ NOTES ~ the enafneer. 1 I 1. Mln R£<.lST£RE'.D C;IVII.,. E:NGINEER • 1. [X(IOt loootlon of Signs, POSTS to ba determined by ~ !IHI ~ r I r~ 2. For alnate wood post length, use ~left coluan under Mp05ts• EP E J..W PLANS APPROVAL 0Af£ -tlffo bottom of ,~,-panol on E t--...., • • r- nultlple olgn lnstol lotlons. LUl CI TY OF CARLSB.IO ' ;@. 2075 LAS PAL~S DIIIVE CARLSBAD• CA 92009 -<&., ,,., BOYLE [HOlNEERING CORPORATION lftOT CONVOY COORT SUITE 200 SAN DIEGO, CA• 92111 16191 268-1080 ' . ' C >-"' SIGN COOE SHEET PANEL SIZE 0 C Min Past POST SIZE ONE TWO BARRIC.IOE mSTALL SIGN COO£ SHEET PANEL SIZE D C Min POST POST SIZE ONE TWO BARRIC.IOE mSTALL m "' No No E LENGTH bosT 00ST MOUNTED SIGN No No E LENGTH "OST 00ST SIGN > STRAP·&. REMARKS MOUNTED STRAP & REMARl(S C "' S.IODLE SADOL[ "' Horlz vort !IGH1 •X◄kX6 6X6 Hulz I Vl:IJ"t IX6 "' 0: LEFT ,XB METHDOI LEFT IGH X◄ X6 X8 METMOOI > ~ • Ft •• Ft •t nonoo EA E' ... aA1n • • 1--·• "• •• "' .,_ 1 C18 CS-1 48 48 ,7 7 ◄.5 7.2 8,7 X X 40 G◄7 SC-9 21 9 1. 2 5 3j5 1. 7 -..,. X 0: C X ., 2 C18 CS-1 48 48 -1 7 4.5 8.2 7.2 X G27-2 21 18 ~e .. 3 C18 cs-1 48 48 -1 7 4.5 7.2 8.7 X X G36 16 11 • ' .. X SC-9 " -' 4 C18 CS-1 48 48 .7 7 4.5 8.7 7.2 X ◄1 G47 21 9 .2 5 3.5 1. T -X X c;:. ., 5 -C18 CS-1 36 36 .3 7 ◄.5 5.8 -X X G27-2 21 18 t:! s 6 C18 cs-, 36 36 .3 7 4.5 5.8 X X G36 16 11 7 C18 cs-1 36 36 .3 7 ◄.5 5.8 X X 42 G47 SC-9 21 9 .2 5 3.5 1 • 7 -X X (it >-8 C18 cs-1 36 36 .3 7 ◄-5 5.8 X X G27-2 21 18 "' .. 9 C18 CS-1 36 36 .3 7 4.5 5.5 -X X G36 16 11 ,-.0 C CS-1 .3 7 4.5 5.5 X X ◄3 W17 SC-9 36 36 .3 .,_.., 10 C18 36 36 -' ----X .JZ "' :,<> " 11 C13 CS-1 60 24 .o 7 3.5 2.5 3.5 X X 44 W17 SC-9 36 36 .3 ----X u-" .,.,, .. 12 C13 CS-1 60 24 .o 7 3.5 2.5 3.5 X X 45 R1 SC-9 30 30 .5 ----X ""' :,; uc " 13 C13 cs-1 ◄8 18 1 .5 7 3.5 2.0 -X X 46 R1 SC-9 30 30 .5 ----X 1 ◄ C13 CS-I ◄8 18 I. 5 7 3.5 2.0 -X X ◄7 R1 SC-9 30 30 .5 ----X 15 C11 MOO CS-1 132 72 .o ---X 48 C30A SC-10 30 30 ,.5 7 3.5 ◄.O -X X 16 C11 MOO CS-1 132 72 .o ---X 49 R96 sc-12 24 2◄ 2.8 7 3.5 i3.3 -X X 17 C11 MOO cs-1 132 72 .o ---X R96C 18 9 .. CS-1 .o X 51 C30A sc-u 30 30 1,5 7 3.5 il Ill 1Jl C11 MOO 132 72 ---◄.O X X ·-... 19 C11 MOil cs-1 72 ◄8 .o ---X 52 R96 SC-13 24 24 2.0 7 3.5 3.3 -X X . I ... 20 C11 MOO cs-1 72 48 .o --X R96C 18 9 -::i: 21 C11 MOO cs-1 72 48 .o ---X 54 C30A SC-14 30 30 3.5 7 3.5 ◄.O X X ,c cs-1 .o X 55 C30 SC-15 30 30 3.5 .. , 22 C11 MOO 72 ◄8 -----3.3 -X z .. 23 SPECl.ll cs-1 132 84 .o 7 5.0 9.0 o.o X X 56 C30 SC-15 30 30 3,5 ----X Ill II 24 SPECl.ll cs-1 132 8◄ .o 7 5.0 9.0 o.o X X 57 C30 SC-15 30 30 3.5 ----X ... " • 25 Cl3 cs-, 60 24 .o 7 3.5 3.5 2.5 X X 58 C30 SC-15 30 30 3.5 ----X 26 C13 cs-, 60 2 ◄ .o 7 3.5 3.5 2.5 X X 59 C30 SC-15 30 30 3.5 ----X 27 G85 cs-1 102 ◄8 .o 7 ◄,5 5,5 5.5 X X 60 C30 SC-15 30 30 3.5 ----X 28 G85 cs-1 102 ◄8 .o 7 ◄.5 5.5 5.5 X X 61 C30 SC-15 30 30 3.5 ----X 29 C30A SC-7 30 30 .s 7 3.5 4.0 X X 62 R1 SC-15 30 30 •.s 7 3.5 3.o -X X 30 C30A SC-7 30 30 .s 7 3.5 ◄.o X X 63 R1 SC-15 30 30 2.5 7 3.5 3.o X X 31 W17 SC-6 36 36 .3 ---X 64 R1 SC-16 30 30 .5 7 3.5 3.0 X X 15 32 W17 SC-6 36 36 .3 ---X 65 R1 SC-16 30 30 .5 7 3.5 3.0 X X -33 RI sc-e 30 30 .5 ----X 66 R96 SC-16 2◄ 24 .o 7 3.5 3.3 -X X .. 3◄ R1 SC-6 30 30 •.5 ---X 67 R96C 18 9 --,I • ~ 35 G46 SC-6 21 9 3.2 5 3.5 1.7 -X X 68 SPECIAL SC-16 36 30 2.5 ----X :li G27-2 21 18 69 SPECIAL SC-16 36 30 •.s ----X ' I= G36 16 11 70 R61-6 SC-16 5◄ ◄5 3.8 7 4.5 5.3 -X X Io's 36 G48 SC-6 21 9 3.2 5 3.5 1. 7 -X X 71 R61-6 SC-16 54 45 3.8 7 4.5 5.3 X X fl \ii G27-2 21 18 72 C30 SC-17 30 30 3.5 --X ~ G36 16 11 73 C30 SC-17 30 30 3.5 --X I "' 31 G4S SC-6 21 9 ,. 2 5 3.5 1-7 -X X 7◄ R7 SC-17 24 30 ,5 --X ' .:' G27-2 21 18 75 R7 SC-17 24 30 2.5 --X I ~ G36 16 11 76 C30 SC-17 30 30 3.5 ---X I ' 38 G48 sc-e 21 9 ).2 5 3.5 j I. 7 -X X 77 C30 sc-17 30 30 3.5 --X I ' .. G27-2 21 18 16 C30 SC-17 30 30 3.5 --X I i!i I G36 16 11 79 C30 SC-17 30 30 3.5 --X ~ 39 G47 SC-9 21 9 !. 2 5 3.5 1. 7 -X X 80 R7 SC-17 24 30 '· 5 --X .., G27-2 21 18 SIGN COPE SHEEl '-··-~·· SIGN ~ PANEL SIZE p C Min POST SIZE ONE TWO BARRICADE REMARKS i G36 16 11 No No .. • pns ·-sT SlllM' & Io's MOUNTED SADDLE) I SIGN CODE SHEET PAHEl SIZE 0 C Mio ,';:' ~ POST SIZE ONE TWO BARRICADE ,;\tif.~ RE-~S .I • I In esXInohe& •• eA EA I ~ • -No No 7' Vert • L» xeP-"OST to..lNTED SUBTOTAL 15 0 18 5 I .. -X •• F+ lnci'll!&X • .. EA ,,. .. SUBTOTAL 15 12 8 ◄ CONSTRUCTION SIGNING:! Ilia QUANTITIES '. CS-2 ! I ' I I " I [H$T TtiTtJ.fT P~lfa~,;..,. ~'t..b-:.· .-.r,:,tt. cou,-.tv rt:OIJT£ rt~~tl ,_,,o,ri E~ I 11 so 5 ~44.9/R45. 93 CONSTRUCTION AREA SIGNS SIGN._.!, l 7--\. NOTES .,,......., ,. Min I @ looatton of s1ons, POSTS to be dete~mlned bY tne engineer. l I _,,..,... I I REGISTE:AtO Ci YU. £N01t,1££R 1. Exact • EP , T" I f .............. l!i 2. For single wood post lenoth1 use ~leTt oolunn under 0 PostgR E ' .LW T I P''-AN$ ,',PPROVM. DATE .. '"" ;a:I •To bottom of lower pQn~I on •_1._u: ,Ill. Exet-...tlEltL •,-nultlplo sl~n lnstol lat Ions, I C ITV Of' CARLSBAD \:.0; 'if."J 20T!'i LAS PALMAS •HUY£ C.ll<l.$8-'ll, CA 92009 ..« OF c~~✓...-- ; BOYL£ ENGINEERING CORPORATION I 7807 CONVOY CWRT SUlTE 200 ., SAN OI(GD1 CA. 92111 CG11) t&9-fJ080 . •·· 0 POST TWO PA.RRICAOE lNSTALL >-l:l Sll;N CODE SHEET PANEL SIZE 0 C Min POST SIZE llNE SIGN CODE SHEET PANEL SIZE 0 C Min POST POST SIZE ONE TWO BARRICADE IHSTALL a, -No No E LENGTH POST POST t.CJUNT(D SIGN No No E LENGTH POST SIGN STRAP 4 REMARKS POST l,()IJNJEP STRAP & " ,. IIEMARKS "' "' SADDLE'. 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C30 ---' ----X .JZ ... :,<> " 91 C30 sc~11 30 30 .5 ----X R96C 18 9 u-u .,,,, "' 92 C30 SC-17 30 30 .s ----X 130 R96 SC-15 24 2◄ ,.e ----X ..... ,; X R96C 18 9 u<> u 93 C30 sc-11 30 30 .s ---- 94 R7 sc-11 24 30 .s ----X 131 R96 SC-15 24 24 >.8 1 ,. 5 13.3 -X X 95 C20(LTI SC-17 36 36 4,3 1 ◄.5 5,8 -X X R96C 18 9 96 C20(LTl SC-17 36 36 4.3 1 4.5 5.e -X X 132 R96 SC-16 24 24 ,.a 1 .5 13.3 -X X 97 C9A SC-18 36 36 4,3 7 ◄.5 s.e -X X R96C 18 9 .. 98 SC-18 36 36 4.3 7 4.5 5,8 X X 133 R96 SC-16 24 24 ,.9 7 3.5 13.3 X X z C36 --" Ill 99 C20CRTl SC-18 36 36 ,3 1 4.5 5,8 X X R96C 18 9 ·-... -., ~ 0: ... 100 C9A SC-18 36 36 ,3 1 4.5 5.8 -X X 134 R96 SC-16 24 24 ,.a 1 ,.s 13.3 -X X ~ -101 C36 SC-18 36 36 ,3 1 ◄.5 s.9 -X X R96C 18 9 :c 0 ,c X 102 C30 SC-18 30 30 .s ----z ..I 36 X <> 103 C36 SC-18 36 ,3 ----.. ll 104 R7 SC-18 24 30 .s ----X :g • 105 C30 SC-18 30 30 .5 ----X 106 R7 SC-18 24 30 .5 ----X 107 W2(RTI SC-18 36 36 .3 ----X 108 C30 SC-18 30 30 .5 ----X 109 RT SC-18 36 36 .3 ----X 110 C30 SC-18 30 30 .s ----X 111 C30 SC-18 30 30 ,5 ----X !:!! 112 Al SC-18 24 30 .5 ----X -113 C30 SC-18 30 30 3,5 ----X ... 114 W2CRTl SC-18 36 36 4.3 ----X •' -• l"i 115 Rl SC-18 2◄ 30 ,.5 ----X . ~ ~ 116 C30 sc-18 30 30 3.5 ----X ,::; 117 SPECIAL SC-13 36 30 ,.5 ----X ,_ • le',; 118 SPECIAL SC-13 36 30 >,5 ----X -119 C30A SC-7 30 30 3.s 1 .s 14.0 -X X z C30A SC-7 30 30 3.5 1 .5 14.0 X X ~ 120 -= 121 R96 SC-12 24 2◄ 2.8 7 .s 13,3 -X X 3" R9GC 18 9 ~ 122 R96 sc-12 2◄ 2◄ 12. 8 7 3.5 13.3 -X X ' R96C 18 9 ... 123 R9G SC-13 24 2◄ 2-8 7 3.5 13.3 -X X • "" R96C 18 9 SlGN CODE SHEET PANE L SllE 0 I'• ~ ... POST Silt ONE SIGN fl£MARKS Is C Min TWO 8ARRlCA0£ ~ 124 R96 sc-13 24 24 ~.8 1 ~-5 13.3 -X X No No V bOST STRAP & -> •FT RIGHT X◄ xG~xa POS MOUNTED S.OOLEI .I. R96C 18 9 •• x cho • Ft •• ' •'1 es 1-A ~ j SUBTOTAL ~ 8 0 2 0 0 SIGN CODE SHEET PANE ~~~~u TWO 8A.RRICA0( ~ REMARKS ... SIZE 0 C Min POST SIZE ONE • -No No .,, Ver .. • T,n ◄ 6 POS OS MOUNTED TOTAL 50 12 59 9 .. -X • •n I Ft I sX!nc:he.s • •• EA . "' C SUBTOTAL 12 0 31 0 CONSTRUCTION SIGNING • QUANTITIES . CS-3 ·-··--·--··· . ..... • 0 ,_ .. "' .. 0 > ... I;! .. > "' ,-.., .. a: 0 ., ., ..... .. • ... .... .... .. ◄-::: c' .. ., ~ El '->-,_ .,., l!'o ., "!:\! 0 "' 5<> " u-u ., .. .., ..... :,: UC> u ,- iii .. • I-.. I-a: -"' :c ~ ,c 3 ... .. :ie .. 0 • • • "' ... -.. ... "' <> ,. -c c; + .. .. -.. -.. -.. --.. , ........---~~-.. .... .. .... .. ... .. --------------,--.. --.. ... .. .... .. ~--1:XISTING STRIPING TYPE VI ARROW TYPICAL EXISTING DETAIL 25 r- NOTES: 1. ALL LANES 12' WIOE UNLESS NOTED 2. EOGELINE OFFSET 2'fROM Cllll8 FACE UNLESS NOTED LEGEND @ PAVEt.ENT DELINEATION DETAIL __._.__CHANGE OF PAVEMENT DELINEATION DETAILS CLASS I OELINEATOR LETTER INDICATES DELINEATDR TYPE I!. DELTA Of CURB RETURN - .. ::-::--.. - - - ---------,1~====-1-==----' =-------•c --------~ ----' __ _::-.--------=1r...._::--"'--Relfff: 5 _,_ ... .. -----------,r----------rr ~ "A" L I l~.......L.......----,, r--------~-------==--~~ ¥ ----------------------- -N [',,I ---.. .. "' ., z--◄ U, C)f- '◄nm~ .. 0 EXISTING DETAIL 25 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. "' tsr COUNTY ROI.IT£ 11 SD 5 AE:GISTER£0 CtYIL ENGU,i£E:A BOYLE ENGINEERING CIIIPIIRATION l80l CONVOY COURT SUitt 200 SAN D1EG0t CA-92111 (619) 2Ca-eoeo -c .. ·-.i .. ·1::" .... .. N _::!:==------.... ILi m PAVEMENT DELINEATION ~ ,, SCALE 1 ·-o• PD 1 ' ---------------~------~i • 0 >-"' .. ., "' 0 > "' "' "' 0: > "' ,, ... ... " 0: 0 "' .. • .,, .. ' ,.., .. ... -" ;:: ' "' N -... 0: u '>->-Oo> "' ., t-0 "'"' " .JZ "' :,0 " u-u .,.,, "' "'"' "' uo " ... 6 w • "' ... 0: ... "' -ll i'; :r: ,c :,: " ... -I "' :Ill Cl "' Cl. D • ... "" "" :c Ill "" :,: iS -.. -" 5 ~ I= I',; -a, ~ = a: .., Q -i ~ ~ ;'.\ I l's .., k -... ,:;; ... , 3 1·F " U> ,., ., 0 _, -~ "' 0 "' ~~ .. -.. ----.. ·--:----r .. -=:uu::::::.=::.-:==...::c-=..-..:=-.::=----- EXISTING DETAIL 25 .. -r U> .... ., 0 - SEE SHEET P0-1 FOR NOTES ANO LEGEND. F F .. DIAMOND SYl,llOLS AT 180'~ ON CENTER 12' SOLID WHITE TYPE VI ARROW TYPICAL 0 .,_ .. @ (21 "SIGNAL" MARKINGS (2) ·AHEA0 11 MARKINGS 0) TYPE V ARROWS THIS PLAN ACCURATE FOR .PAVEMENT DELINEATIONS ONLY \ ------c---- f$1' COUNTY ROUT£ 11 I SQ 5 PLAN:S APPR0V,'L DAT£ CITY OF CARLSIIAO 2075 LAS P~LMAS DRtVE CARLSBAD. CA 92009 BOYLE ENGINEERING alRPOIIATION 7807 CONVOY COURT SUITE 200 sAN DlEGO. CA-92111 C519) 26B..fl090 ------- (2) TYPE 111 ARROWS CR) PAVEMENT DELINEATION SCALE 1 •~o' PD-2 • • • .. >-di Q "' Ill > "' a: ., ..... .. ' "' -"" N N .. ,,. .,., l!!o "'! i3-., .. "'"' vo .. -Ill 0: "' li :z " Ill l!l i5 I .. = -~ -,. ~ = ;." I!: "' ;!; 0 ~ " t;: > t! "' .. "' 0 ,, .. ' ., ' .. a: 0 >-di 0 "' " ., ~ II ... !: :i: ,c ..I :II • ~ .. . ; i ' ... Q 0. I-I.LI I.LI ~ I.LI I.LI II) 31 OIAMOND SYMBOLS AT 180.' ± ON CENTER 3 ,. 12'YELLOW DIAGONALS AT 25'0N CENTER TYPE IVCRl 12" (2) TYPE 1120 C2lTYPE IIICL ARROWS l!i EXISTING STRIPING 0~ ~8 w------~--------.. . ... -· .. --.. -------------, ______ ......_ 150'TRANSITION----1 12'LANES TD 11'LANES (EB ANO WBI , I , SO'TRANSITloNION BIKE LANE 15'TO 8'1 "LANE" & ' ' ROW I-IARK INGS ll<RlARROW 120' BAY TAPER EXISTING STRIPING IIHLl ARROWS 111 ( Ll ARROWS 1(24 l IV<Rl ARROW SEE SHEET PD-1 FOR NOTES AND LEGEND. 13) DIAMOND SYMBOLS AT 190' ± ON CENTER T Q 0. I-I.LI I.LI :,: II) I.LI I.LI II) THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY 1ST C:OUN'rY ""'"'' 11 so 5 REGISTERED CIVIL ENGINED;: CITY Df CARLSBAD 2075 l-A.S PALMAS DRIVE; CAMLS8A01 CA g2009 80YLE ENGINEERING COAfORATION T80T CONVOY COURT SUIT£ :too SAN DIEGO, CA-92111 <~191 ~•8-t080 PAVEMENT DELINEATION, SCALE 1 "-60' PD-3 ., • • • • ,_ .. 0 "' VI ,. "' 0: ., Wm ,-' .. -D~ N ,- ,,_ om "' ,-0 ..... .JZ :::,<> u-.JVI ..... uo -"' ~ -'"' -fu <=> 0 I); i:i 0: I!! .. 0 ., m ' .. :;: ., ,. 0: u ,.. "' 0 "' " u ~ 'i' f 1-l:l ill UI UI. Cl) , 21 TYPE V ARROWS EXISTING S.TRIPING --;r -- EXISTING STRIPING F • 2' SOLID WHITE 'AHEAD' MAR~ING IF ---9 --- IF 8 1Tft0 ........ --- SEE SHEET PD-1 FOR NOTES ANO LEGEND • F F CONFORM +15 EXISTING STRIPING THIS PLAN ACCURATE FOR PAVEt.t::NT DELINEATIONS ONLY R£(.l:ST£Atl) CIVIL ENGINEER CITY Of CARLSBAD 2075 LAS PALMAS PRIVE CARLSBAO. CA 92009 BOYLE ENGINEERINO ca,f'OAATION 7807 CONVOY COURT SUITE ZOO SM< DIEGO. CA, 92111 IG191 268-8080 EXISTING STRIPING IF \ r PAVEMENT DELINEATION SCALE 1 •-=50' PD-4 ;1 j ' • SEE SHEET P0-3 ' >-Ii! ., 0 > .. "' .. o; -"' > ... "' .. 0: Q I'.!~ ., "' • ' «-"' 0 ;:: ' ., TYPE IVCRI r:! .. .. u ., >->-om l!!o ., "3 0 "' a-"' u .I."' "' :,: ul!j u TYPE IVIRI ARROW 90' SAY .. :,: " Ill • .. .. a: .. s -::c ,c "' .. " +00 12• WHI .. "' lli 0 • TYPE IVILI ARROW i!i -b ... -"' I - ~ -0.. -150 ... -• § CONFORM ~12112 +70:1: ' ~ ' ' ' ~ ' ' !c \!I -EXISTING STRIPING "" .:: ... ... ~ ~ -' ... i '-' !!I ... • -.. -.,, lt1 -+55 :rYPE IVIR) ARROW 9 +15 21TYPE IVILI ARROWS 1$ PA Eo DEL NORTE @ (3)TYPE VI ARROWS TYPE IV I L) ARROW CONFORM ¾0± EXISTING STRIPING SEE SHEET PD-1 FDR NOTES ANO LEGEND, ◄O' TAPER 120' REVERSE TAPER ◄ • WHITE s §f 120' REVERSE TAPER 4" WHITE THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY 1ST CCUNTV ROUT£ 11 SD s RE'.G1$TIEAt0 1;:IVIL ENGINEER CtlY OF CARLSBAD 2075 LAS PALMA$ D~rVE CAftLS8AU, CA 92009 BOYLE ENGINEERING CCIIPORATIO:.. 7807 CONVOY COURT SUITE 200 SAN DIEGO, C~-92111 1619J ZGl-1080 PAVEMENT DELINEATION SCALE 1•:lllfio' P0-5 • 0 ,_ "' ., "' -" ,. "' "' "' 0: "' ,. .. "' .. 0: 0 .., :;i • j!!t ' .. .. -o;:; ' .., i::! ~ u ",_ ,_ Qa, .. "'o .. .., " "'z . .., 5., " u -u ;;/ "' "' "' :,; u 0 " ... :,: Ill 0 • "' ... "' !:: "' ,. :i: D C z ... <> "' :II "' D • !s • , 2 BEGIN13l DETAIL 10 (31TYPE VI ARROWS 6' --- EXISTING STRIPING •e1KE 11•11LANE 111 & 5' ARROW MARKINGS SEE SHEET PD-1 FOR NOTES AND LEGEND, l$T C:OUNtY ROUTE 11 so 5 REGISTERED CIVIL ENGINEER CITY OF CARLSBAD 2075 LAS PALMAS DRIVE: CARLSBAD, CA 92009 BOYLE ENGINEERING C(IRl'IIRAUIIN 7807 CONVOY COURT SUITE 200 SAN DIEGO, CA, 92111 16191 268-8080 150'TRANSITION ON 0 2" WHITE 1' "' '+ BIKE LANE 5'TO 8' TYPE IVCRI ARROW 120' BAY TAPER ILi ARROWS ARROW MARKI ~ ol -12• YEL l DIAGON ~ 150' TRANSITION AT 25' ~,--, .,.., L-'-AN=E"'S""T=o:--712::,,;-;L-:A-:-;N;::ES~ 2 ITYPE IV( ARROWS TICJS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY "i' r:> IL I-I.II I.II . :,: Ill I.II I.II Ill \ PAVEMENT DELINEATION SCALE 1""50" PD-6 ---~ i . I I 1 . _,., .......... -.. ~ .. I blST C0l,INT'r ROUT£ ToTAf · ,i~~~ECr ~~": '""'""• PAVEMENT MARKING SUMMARY (THERMOPLASTIC l 11 SD 5 ~44. 9/R45, 9 100 ARROW ARROW ARROW ARROW ARROW ARROW ARROW ARROW 5 FT 12 H 12 II -yp£ JIN l TYPE 11 -yp,lll(L> •ypfll(Rl !TYPE IV YPE IV TYPE V TYPE VI ARROW Ill WHITE YELLOW lffll~ ◊ JEL I NEA TORS CL -1 LOCATION ~ (L) (L) <R) t * II LJl,UT OIAGNOLS lll~ REGISTCREO CIVIL ENGINEER ~!!ii, : 4 ~ LIN\:: TYPE f @ • ~ a:\> ~ROSS WALK SHEET I 31 SOFT 45 son ◄2 son ◄2 SOFT hs SOFT is SOFT 33 SOFT 42 SOFT 7 SOFT 5 SOFT 6 SOFT SOFT SOFT 32 SOFT 31 SOFT 11 SOFT Pt.Al"$ .tPPROV~t. D~Tli a: K9. 1011 SHEET P0-1 126 P0-1 7 • tliCl>.Jl&::JL •:- P0-2 22 CITY Of CARlSBAD \"1, ,j SHEET P0-2 45 84 99 126 36 64 62 11 2015 llS PllMA.S DRl'Vl:. 168 30 20 24 642 66 PD-3 19 CA~L$8A01 CA 92009 ~ or (:l,lW'_.ll SHEET PD-3 93 135 420 28 60 PD-4 20 SHEET PD-4 66 24 32 31 8DYLE ENGINEfRING CtlRPllRATlllN SHEET PD-5 150 45 126 35 25 30 652 TOTAL 68 7807 CONVOY COURT SUITE 200 SAN Dl£GO, CA, 92111 <6191 268--aa•o SHEET PD-6 90 60 126 28 20 24 562 209 ,. 0 TOTAL 93 ' 180 420 252 240 135 165 504 91 65 78 1916 269 96 93 77 "' ., "' TOTAL 4674 SO FT 0 > "' "' .. 0: PAVEMENT SUMMARY TRAFFIC STRIPE SUMMARY > "' MARKER . w ... <LF l -2 COAfS 0: .. LOCATION PAINT THER~OPLASTIC C L.F, l 0 DETAIL "' LINE NOH....flEFLECTIW AEFLEClIVE •• ◄• •· ,. ' • •• •• •• .~ •• .. ~, s From To NO. TYPE l .. l\'l'E C TYPE u TYPE G TYPE H SOLID Sll..1D Sll..lD flAOKEH SOLID BROKEN SOI.CO aROKEN SOl,,.lD SOLIO SOI.CO BROKEN REMARKS • .. -lf1'!1t• Y•Jlow Rtd & Cltor V.llow Clear Vel low l'ELLOW WHITE WHITE 9,...,., ... m 12•--)· 8Li\Clt. 11' 1' YELLOW WHITE WHITE 1:'-~i o;:, :;: A 17~0.+00 1755.+00 2'10 2500 I "' ,., .. 1730.+00 1765-HIO 13 857 213 ,-15 1732+40 1 r:,,0-+96 13 ◄68 117 ',. 1732+40 1756+80 2,0 24◄0 cm ~ 1742+35 1752+40 31 68 1005 . ~o 0 1750+96 1752+40 14 36 12 '"!£! "' 175)!+40 1762.+00 13 240 63 5<> " u~ u 1752-MO 1756+80 388 38 ◄40 .,.,, l!l 1756-HIO 1759+25 36 11 245 .. .., UC> 1759""25 1762.+00 278 275 1739+10 1753+10 13 116 >ft . 1753+10 1 .,.., 8-t'\ n 38 ~· •wn 1755.+00 1765-HIO 27B 1080 .. 3 ., •-,. f-1 nrt+ .... 1787+30 ~,., 605 ,_ 0: I-1176+45 1180+75 36 19 4jn ~ -:i: 178o+75 1782+15 27B HO ,c . ,. ""· ., .. :I .., PL-1 1768.+05 1 nb+-30 25A 35 825 D • 1768.+05 1776+40 38 36 83S 1768.+05 1762<50 278 1320 1116+30 1l18+2S 36A 9 195 1178+25 1781+2$ 8 300 .... 1156-HIO 1766+20 10 120 21 i5 1759+25 11s, ....... o 2SA .. 795 -17S6+80 1767+20 27B 1040 .. -1762+70 1767+20 10 54 10 • i 1766+20 1767+20 388 1n 100 1756-HIO 1759+25 36 11 245 15 !i ~ "L-3 1755.+00 1169+28 10 180 31 ; 1760<50 1769+28 25A 37 878 1761+75 1769+W 38 32 753 1755.+00 1769+28 278 1 ◄28 ' 11S8.+00 1760-!f.>O 3GA 9 195 .. i ~ "l-4 1769+46 1780+75 278 1129 -1169◄-IG 1H0+46 100 -'-' I 1769+46 1770+46 388 10 100 ·-15 1769+46 1777+45 25A 34 799 ~ 1770+46 1772-+50 10 24 5 • -... .... 1770+46 1775.+00 10 -~ 10 PAVEMENT DELINEATION ,,, 1776+45 1780+75 36 19 430 QUANTITIES :• . SHEET TOTAL • 2149 -12 -793 140 3297 11.957 -----300 -100 4458 1005 l•! ~ SCALE 1 "-SO' PD-7 lilfr;,;..'..., ---· ___ .. ___ ,,,_ I I I ' ISTI COUNTY I RCIU"tE TD~~fT Pll~~~,. &H T ~H°t'tfs , , I SD I 5 R44-9/R45.9 101 ' R~Ol$'rERED CIVIL ENGINE:E:R # ~ ... , • w ~ ; '&, Ballll Q lldll& ,~-'e: I PLANS APPROV•~ DAT£ ~4=~ ' CITY lF CARLS8A0 i 20l5 LAS PALMAS 0~1\'E "I;, V .@ CARLSBAD. CA· 92009 '/' 0, Cl.\.~l•/. ' 80YLE ENGINEERING CORPORATION 1eot CONVOY COURT SUIT£ %00 ' SAN DIEGO, CA, !2111 I 6191 268-8080 ' C • • ,_ "' PAVEMENT MARKER SUMMARY TRAFFIC STRIPE SUMMARY ., "' Cl > LOCATION PAINT (LFI -2 COATS THERMOPL AST! C IL,F, J w "' DETAIL .,, 0: LINE HOH...f\EFLUTlVE. !ltfL<Cll"'-•• •• •• • • •• •• • • •• • •• •• , . w NO, TYPE A .. TYPE C yypt D TYPE C TYPE t4 SOC JO SOI.ID SOLID BRD<.EN S(l.lD BROKEN SOLID BROKEN SOCIO S{l_JD SCl..lD 8A0Kf.N MMAMKS ,, > I-From To w .., ""11t• 'rel low Rfd &Cl.-'t•I low Clear Yol lOW YELLOW .,.,re ""ITE 91..-.41 ""!TE 12· 3' BLACK 11•-1· 'r(l..l.OW WHITE WHIT~ 121-,• 0: Cl .., PL 1751+40 175T468 30 540 112 .., m 1751+40 1755468 39 448 • w "" ' I-' "' 200 .., -1755468 1757468 39A c;:; ::: .., 1754"'55 1757468 . 10 42 8 ~ .. 1754"'55 1758+40 10 48 9 . 0: 1751+40 1758+40 39 700 u ',_ 1756+40 1757468 38 7 148 "'" ,_ 1758+37 1759+12 40A 22 "' ., ,-c Cl 1759+18 1760+90 39 112 ◄W .,z "' 1759+18 1760+90 38 8 H< ;::,<> "' u-(.) 1759+18 1761+75 38 12 •~7 ., "' "' ◄W I 1759+18 1763+67 10 108 20 uo (.) 1759+18 1761+75 10 30 6 1161+75 1763+67 39 192 1759+18 1759+27 30 8 8 1761-+64 1763+70 23 78 18 ... 1762+30 1763-+ti7 38 1 1,r :,: 1762+30 1763-+ti7 39 . 137 " •-w 1759+18 1762+30 37 22 ~,z -.. I-"' I-1759+18 1761+40 39 222 "' > -1764-+07 1764+40 40A 26 D :c ,c 176◄+28 1764+74 40A ,. . z " ... 1764+11 1764+40 40A 28 .. iii 1764-+tiO 1166+46 39A 186 "' D 1764-!ii.O 1710+14 10 132 24 ID 1764+60 1766+60 38C 80 18 1764+60 1166+60 10 24 5 1764+74 1764-+62 30 • 8 1766460 1770+1 ◄ 37C 88 24 1766+46 1710+30 39 384 1770+14 1770+59 ◄OA 21 . iS 1770+76 1771+10 40A 15 1766460 1769-+00 -1220 -1764+50 1768+14 39 364 .., -200 2, 1768+14 1770+14 39A • Ill 1767+99 1770+14 38C 90 20 :, 1770+90 1772+55 38 8 1h, = -1770+90 1772"'55 39 165 l-'s 1770+90 1774+68 10 96 18 -1771+10 1774+70 10 42 8 ac ',!I 1771+10 1773+oo 37C 48 14 -= 1771+10 1772+25 39 115 -"-1773+15 1774+64 39 149 I;!! 1773-IOO 1774+68 10 18 4 ' 1773-IOO 1774+68 38C 70 16 .. 1173-+00 1774+70 ~6 8 1 "' l 1773+00 1774+00 39 100 ~ 1774"'52 1774-+ti8 30 12 8 ~ 1775+46 1775"'56 30 8 8 -i ..... 1049 312 1220 l-'s SHEET TOTAL • 1007 690 -162 266 ---3148 586 ---- '"' • --' -"' PAVEMENT DELINEATION i) t QUANTITIES SCALI: 1 '=50' PD-8 !'-, I • ' 0 . .. ~ .. 0 > PAVEMENT MARKER SUMMARY ., ., ., 0: > '" LOCATION "' ... LINE DETAIL NOM-EJ:'LECTIVE fl:E.f'LECTIYE 0: <( NO. 0 From To TYPE A -•AY TYPE C TYPE D TYPE G .., .. ~ Wtlf+• lollow fled & Cla<r Yellow Clooc • ... 1:: PL 1775+56 17 .,,H 39A <-.. o' ' ... 1 10 38 7 N .. t775+<18 • :18c. 90 on I:! s 1777+59 17 39 17~111!+51 1777+7n 10 2◄ 5 ..... .. 177!i+5' ·7+7n 39 "'"' ., "' ,-o 0 "'"' i!! "' " u ~ "' :,: u<> u . PON 7+29 9+31 22 18 8+31 9+31 38 5 10+55 12+5!i •~A .. 10+55 · 12+55 38C 8◄ 18 :,: Ill " ... 10+55 12+55 22 18 ·-., ... 10+5$ 12+55 10 2◄ 5 0: -~ = 10+55 15+05 :19 ,c 12+55 15+05 39 •' ... :,: 12+5$ 15+05 29 22 .., ., ::e .. ,.+20 15+05 IS • • 260 -58 60 Tnfl,,_f • 3◄16 690 12 220 1119 TOTAi • ◄106 1419 I TRAFFIC STRIPE PAINT (LF I -2 COATS •• • •• •• ·-·-TYPE H SOI.JO SOLID SOI.JO BROKEN SOI.JO aAOKE.N 'iellow YELLOW WHITE IHITE 8'-41 IHITE 12 -!· . 203 101 219 ' . ,oo ,.. .. ◄OO ◄SO 250 1000 185 . 1804 185 1020 ◄03 100 1◄0 5101 12o1◄2 4168 989 1149 312 25,081 I SUMMARY THERMOPLASTIC (LFI • •• • •• 8' SOLID BROKEN Stl.ID Stl..lD Sa.ID BLACK 1"i _.,, YELLOW IH•= .,, ... 1220 ~00 100 ◄◄58 5863 •• l!ROKEN 121 -3' 1005 p I :5T C(IUNf'( I RCIIJTI! 11 so I s ...,.... MILES ~ -:AL TDT.£.L PRDJ£CT ~ k'Hi1£T1i, R44.9/R45,S 102 ' • •-..lll!lllL ,,,· .... CITY OF CARLSBAD 2015 LA$ PALMAS ORlvt ~tj ~.., • CARLSBAD. CA 92009 ~ Of tiiJ.~ 80Yl£ ENGINEERING CORPORATION 1801 CONVOY COURT SUITE 200 SAN DIEGO, CA, 92111 (6191 268-tOBO -$ • 1-- PAVEMENT DELINEATION 'i', QUANTITIES SCALE I 0"'60' PD-9 l I 0151 COIJN'TY ROUTt TOT i-: · PAO':i~~T r~~TJl.?itfs 11 SD 5 R44. 9/R45, 91 I 031 ' UTILITIES I REGISTERED CIVIL ENGINEER ,?'~~ • ITEM SHEET LOCATION OUANTITY(EA) TOTAL '"""' ""'' I I AOJUST UTILITY COVER TO GRADE 19 I STORM DRAIN MANHOLE G-4 1754+34 RT • PL" SALVAGE CRASH CUSHION MODULE Pl.AN$ AP'F>ROYltl, D~T£ N&. l:!"it? • lli,;p • ..llElll... ·-SEWER MANHOLE U·4 1754+39 l T • p • CtTV OF CARLSBAD ' SEWER MANHOLE u • 175if-1-43 LT 'PL' LINE STATION LIMITS ARRAY EA 207~ LAS PA~MAS O~IV[ -Ii,, ~tt I STORM DRAIN MANHOLE n.4 1756•27 RT 'PL' 'A' LT 1177+50 15 CARI.SBAl,J, CA 92:()09 'I' or o.\.\~ C I STORM DRAIN MANHOLE G-4 1757•55 Rl 'PL' BOV~E EHCiNEERINC CORPORATtON I WATER VALVE U·4 1758+19 RT "PL' TOTAL• 7807 CONVOY COURT, SUITE 200 STORM DRAIN MANHOLE G-4 1758•55 RT 'PL' 15 SAN Dl[CO, CA 92111 ' SEWER MANHOLE U 4 1758•70 RT 'PL' ,, ., GAS VALVE U-4 1759•50 LT I PL' "' STORM DRAIN MANHOLE G-4 1761•44 LT 'PL' ~ "' STORM DRAIN MANHOLE G-4 1761•49 RT 'PL' > 1766•7 I RT ., "' GAS VENT PI PE U·5 "PL' "' o; 1769+19 RT "' GAS VENT PIPE UM5 'PL' -"' SEWER MANHOLE U-5 1771•50 LT 'PL' i;j .. " SEWER MANHOLE U-5 1773•10 LT I PL' o; □ PLACE ASPHALT CONCRETE DIKE • ;: " WATER VALVE u-5 1773• 14 LT I PL I a, WATER VALVE u-5 1774•40 LT I PL I :! ' LENGTH <LF> "' STORM DRAIN MANHOLE G-5 1768•86 RT 'PL· I' LINE TYPE STATION LIMITS SID, ~ STORM DRAIN MANHOLE G-5 1770• 77 RT 'PL· I' A E 0 RECONST~11rT HYDRANT IT:i< 1774•64 LT • p • I . 'A' A 733•00 TO 1739•00 LT 600 ~~ .. ••• A 739•00 TO 1749• 10 LT 1010 '" ttJ fa.□ □ • A' E 749•10 TO 1753•00 LT 390 "'"' ' ..JZ "' 'A' A 739•85 TO 1753•00 RT i,15 :, "' " o-u 'A' E ..., "' "' 753•00 TO 1755•00 LT 200 ""' I METAL BEAM GUARD RAILING o □ 0 'PL-3' E 755•00 TO 1763+65 LT 865 • A' A 753•00 TO 1756•75 RT 375 NEW RECONSTRUCT CABLE ANCHOR ASSEMBLY CONNECTION TERMINAL 'PL-2' A 756•75 TO 1764•50 RT 775 LENGTH LENGTH FLARE BREAKAWAY TYPE TO BRIDGE SECT I ON TYPI RETURN 'PL-2' E 764•50 TO 1765•00 RT 50 ILi NO. SHEET LOCATION <LF> <LF> TYPE A B DOUBLE RA I LI NG (N) B C SECT IOt •PL-3• A 763•65 TO 1769•20 LT 555 .. :,: I-'PL-2' E 765•00 TO 1767+15 RT 215 . " (i) 75.0 ·-;;; I-G-2 1742+55 RT 'A' 8 I I I ~ • PL-2' E 766•50 TO 1767•25 LT 75 . 0: :c ~ G-3 1754•75 RT • A' 75,0 8 I I I .. 'PL-I' E 768+00 TO 1773 ... 00 RT 500 IS ,c ~ G-3/G-5 1763+65 LT 550.0 8 I I I 'PL·I' E 1768•00 TO 1770•60 LT 260 ..I • PL-3" z " :E 4i> G-5 1766+02 RT I PL I 75. 0 I I I I I 'PL·4' E 1769•43 TO 1770•00 LT 57 ,,. •PL-4' A 1770•00 TO 1774•70 LT 470 .. <$> G·5 1769•08 LT "PL• 75. 0 I I I I I 'PL-4' E " OI) 1774+70 TO 1782•00 LT 730 ~ G•5/G·6 1770+00 LT 'PL-4' 470,0 8 I I I • A' A 1782•00 TO 1782•75 LT 75 <$ G-6 1782+00 LT • A' 75.0 8 I I I 11 PL~ I~ E 1773•00 TO 1782•05 RT 905 4> G-5 1767•42,50 LT 'A' 225.0 150.0 5 2 2 SUB TOTAL• 5175 42~7 <3> G·4 1751•35 LT 'PL' 500.0 8 I I I TOTAL• 9422 i'i TOTAL! 1470.0 800.0 8 5 2. 3 2 8 2 ,_ ' ;,!: IN) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY 15 • Bl = ... I= ' ~ ,_ ,. !!I PLACE ASPHALT CONCRETE ,_ CHAIN LINK FENCE el (MISC AREAS I ~ LOCATION REMOVE (LF RECONSTRUCT <LF > TYPE CL-6 (LF ' 1771•19 TO I 771 • 29 LT 'Pl.' 30 LINE STATION LIMITS SIDE SO YO .. 1753•35 LT •PL• TO 11 ..-oo LT • ENC• 560 'PL-3' 1760•80 IOVERSIDE ORAIN) LT 6 ~ I I •00 LT 'ENC' 42 • A' 1781•60 <OVERSIDE DRAIN> LT 9 ~ 1761+65 TO 1762,..60 RT •PL• 98 • A' 1742•49.50 TO 1743•30 IMBCR FLARE) RT 12 -i 1762•55 TO 1763•21 LT 'PL' 66 ,., • A' 1754+69.50 10 1755+50 <MBGR FLARE) 12 ~ 75 RT SUMMARY OF QUANTITIES 1772•16 TO 1772+90 RT 'PL' = 'PL-4' 1714•32.50 TO 1774•88 IMBGR FLARE> LT 12 • ,_ TOTAL• 30 560 281 .... ••• 1782•25 TO 1782•80.50 <MBCR FLARE) LT 12 ,_ "' TOTALo 63 Q-1 I lb I : ''';' .. ······--·· -·-·""" ' • I I \ I 01$ COUNTY ROUYIE. ToTlL P~b~ltr r~~~ s.:~•tJ-. 11 so 5 . R44. 9/R45. 9j I 04 MINOR CONCRETE (MISCELLANEOUS CONSlRUCTION> . R[GISTEREO CIVtl £NGINEER //. ~, . • ~ >\ PCC CURB PCC SIDEWALK AND ~ CURB RAMPS PL AN$ APPROVAL OATE: . ~ LINE SIDE STATION LIMITS TYPE LF CY cnv OF' CARLSBAD LINE SIDE STATION LIMITS CY 2075 LAS PAlMAS DRIVE ~PL• LT I 751-t-37 TO 1758•73 G 755 43. 9 CAf:i:l. $MO, C:A 92009 "Pl• LT 1151-t-31 TO 1759 ... 73 46.9 II PL. LT 1759•05 TO 1763•80 G 515 30.0 IOYLE ENGINEERING CORPORAtlON • PL I RT 1760•00 TO I 763•90 G 395 23-0 •pv LT 1759•05 TO 1763•80 33.0 7S07 CONVOY COURT, SUITE 200 •pv 1764•28 TO 1766•50 G 226 I 3. I •PL• AT 1760•00 TO 1763 ... 90 24.9 SAN OIEGO. CA 92111 LT •PL• AT 1764•38 TO 1766•75 G 252 14.7 "PL" LT 1764•28 TO 1766•50 14.6 . " "PL" LT 1769•10 TO 1770•45 G 145 8.4 •p[• RT 1764 ... 36 TO 1766•75 16.2 ' .., I PL. LT 1769 ... 10 TO 1770•45 9. 7 ,_ V, 'PL• RT 1769•33 TO 1770•48 G 125 7. 3 "' ;> •pv LT 1770•82 TO 177◄•79 G 418 24.3 ·PL I RT 1769•33 TO 1770•48 8.4 " w w 0: RT 1771 •00 TO 1774•90 G 415 24. I "PL" LT 1770 ... 82 TO 1774•79 27. I -., "PL" "' ' .., LT/RT 1759•28 TO 1763•78 (MEO I ANl MOD B-2 930 44.4 I PL • RT 1771t-OO TO 1174•90 26.9 i;'; ... "Pl" 0 " MOO B-2 0: 0 'PL' LT/AT 1764•83 TO l 770•03 (MEOIANI 1050 50.2 z zo a • ,~ ~ "PL" LT/RT 1770•91 TO 1774•52 (MEDIAN) MOO 8-2 745 35.6 TOTAL• 207. 7 0 o:r ... ---1--,!! .-OTAL I 5971 19. t I-"' 1-W I-., u U;:f u ~ SEE SHEET R-3 FOR ADDITIONAL MINOR CONCRETE (MISCELLANEOUS CONSTRUCTlbN) LLIO w LLI -NOTE• 1-0 I-I-c.:, <.> -o:i: 0"' 0 wz c.:, a: I-a: a: 1--',_ ,_ z Q.W Q. • Q. LLI Z om m -:::. 0 a:-w 1--<> z :z LLI wz w U..J .. .,, " STRUCTURAL SECTION ' -0 Q. • Q. & z ..JZ "' LLI ...J -oz O<.!> O..J :,<> " u-" I-I-_;jQ ..J z ..J OLLI ..,,,, .., LLI !i "' c.:, ffi "' LLI:,:: .., <II I-<II -<110 z .... :c w LLI :z: :z: a:u :r> "" -a:z "" " ~; I-I-LLI w-~li!i! WI--u ... u< "'.,. ""0 "'a: i1 ..-<( LLI N< ... !!!~ I-I-"' 0-U ,_ -1-Z ,1-u z-1-0 u, U« 8~ c.:, <II c.:, ..JW ~ fs u ..J-"' WW 1-ct:z13-DITCH QUANTITIES 00 -x o-O<D -u <II w .. <II LLI _..,..,_ «a:w a::::. C)-1WW U u-OLLI a:~ a:-a: LL. ::E -.. <II a:"' <110:W ... "' :rua. LLI !i;,: 0: ~'.:3~ U LLI :Z:"'l[C~I.I..-- 00. .. c.:, "' .., c.:, <II i:: i!il :,I Q. ij >-Z> ~x~w:z:o:: SIDE du >-"' 0.:,1->n.-> ....... a) LINE STATION LIMITS CY CY CY CY SOYD CY ..J c.:, :::, ...Jc.:, .. ..,, ... <II I-........ V) .. 0<( ◄Vu:C"ll[W"'II( .. w u-c U<Vl u«<D ....... .,, «u-Q. a:.._ ""ll(IJJ!:: UQ. 0."lt-C..0::1.L • A" RT 1739•67 TO 17,48..-,40 :c ... 39. I 103.8 " LINE STAT ION LIMITS SOYO CY CY TON TON SOYD TON CY TON illA'."PL-J• LT 1147•40 ... TO 1756•90 42. 8 113. 5 -,. 1758•57 1221 1342 268 f.6 0. 7 "' •pv 1751•37 TO 331 A'."Pl-2 RT 1751 • 16 TO 1761•50 46.2 122.5 w :c •PL• 1758•57 TO 1766•85 289 1759 1971 732 2. 4 I. 8 1; ,c 'PL-3" LT 1757•00 TO 1763•00 28.5 104.3 ..I "PL" 1769•00 TO 1774 ... 75 413 1221 1258 61~ 1,5 I. 5 ~PL-2" AT 1764•00 TO 1765•33 6.0 15.8 z " :I 'PL-I" 1132 1382 1234 450 I. 5 I. I "PL· I• RT 1768•15 TO 1773•78 26. 2 69.6 ., 1 PL-2" 1321 1259 1189 399 I. 5 1.0 "PL·I" RT 1773•78 "' TO 1774•96 I I. 4 65.6 " Cl'J •pL~3' 1087 2749 2421 831 2-9 2. I "PL·I" RT 1775•06 TO 1778 ... 19 43. 4 306.0 "PL-4' 811 1068 1063 390 I. 3 I. 0 "PL· I• RT 1778•1• TO 1778 ... 29 10.8 • A" LEFT 679 881 942 662 o. 7 824 "PL·I" RT 1778•29 TO 1778•39 39.5 II. 9 67.0 "A' RIGHT 443 702 614 512 o.s 537 "PL·I" RT 1781•89 TO 1782• II 58.6 17. 6 94.0 'A' MEDIAN 46 34 1v1AL1 243. 6 901. I 98. I 29.5 161.0 10.8 TOTAL• 5384 1122 1228B 1556 11~86• 3685 13. 9 I 361 9.2 i5 •SEE AC llYPE 8) TABLE i=-on TOTAL 0---• ~ • . \£ -« 0-- I!; ASPHALT CONCRETE (TYPE 8) EARTHWORK MINOR CONCRETE " 0--TON REMOVE (TEXTURED PAVING> "' ROADWAY ~ EMBANKMENT 0--STRUCTURAL SECTION (SEE TABLE THIS SHEETI 11686 LINE EXCAVAT IOI UNSUITABLE LINE STAT ION LIMITS CY = MATERIAL -~ OIKE (SEE TABLE SHEET 0•11 243 { L, T ) {l, ,· J "PL" 1759•28 TO 1763•25 49.4 w ll I J I nl J = MISC AREAS (SEE TABLE SHEET O·ll 8 •PL" 5569 4740 14996 ~PV 1763-t25 TO 1763 .. 78 8. 5 ' TOTAL• 11937 "PL·I" 1089 2278 2864 "PL• 1764-4-83 TO 1766•85 10, I -'PL-2" 10387 413 1251 "PL~ 1766•85 TO 1769•00 16. J II; "PL-3" 2988 2331 9B95 "Pl• 1769•00 TO I 770•0i 4.9 C, ~ -• PL-4" 624 1900 7007 •PL~ 1770•92 TO 1774•52 47. 8 ~ .:l j • A" RIGHT 25163 465 I 146 SUMMARY OF QUANTITIES l!,; "A" LEFT 11795 873 TOTAL• 137.C w TOTAL• I • 0--57615 12127 38032 -0--.,, CNJNOT It SEPARAH: PAY IH').4.f-'OR INf-'OAMATION ONLY Q-2 e ' ;::-., • ... ····-·--···--- -I I ··-·-··· ' pis, COUNT't ~oun: T61°ir' P°Ab':k~r 11EEl J.?,lth NO. ' 11 SD 5 R44.9/R45.9 105 • IRRIGATION EXTEND CROSSOVERS R£C1~T£A£O CIVI~ ENOINEEA Ai ~ fWJt1 tie {tl 6' £ I /2' t-'V, l/4'PVC 2' ~ MICUA~I 1::11111 I'-'~ LINE STATION SIDE CONDUIT WATER ATER WATER SPRINKLER NO. 5 PUNS APPROVAL OAT£ IC No. !<il\tz . ,~ <O. 064 LINE LINE LINE CONTROL PULL BOX CllY Of' CARLSBAD -t: E'tlfl-~1.--- 2075 LAS PALMAS DRIVE ¼ V ,®~ TH I CK> X-OVER x;.ovER X-OVER X-OVER CARLSBAD, CA 92009 '(i OF t~O•= LI HI I • 11 ..,_ J (NI "-~ J (N) l I J:') ,.,, ( I C-) (~• II I=) OJ) llOYLE £"CINEt"INC Caf:tf:>OAATION PL·I 1772-t-77 X 15 I 15 15 I leo1 CONVOY COURT, SUITE 200 PL·2 1765•67 X ?2 , 22 22 I SAN OfCGO. CA 92fll PL·3 1765•60 X X 20 20 ' 20 2 • PL·4 1772•45 X . 25 25 25 I • 0 ll. ., 82 20 37 25 82 5 w ,.. .,, (Nl NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY ., > ~ w -I< I w > ... w .. I< 0 I •;: "' QUANTITIES "' ~ ' .... • QUANTITY '"' ' I< RETAINING WALL RETAINING WALL RETAINING WALL SOUND WALL PLANTER '-' UNIT I TOTAL ,,.. ITEM ·DESCRIPTION <TYPE I Al <TYPE I l <TYPE 6Bl <MASONRY BLOCK) WALL Om ,. EXCAVATION (RETAINING WALL> CY 788 22 w .. STRUCTU 174 50 16 1050 .. o STRUCTURE BACKFILL (RETAINING WALLI er 434 65 15 41 17 572 .... 0 5~ w INI PERVIOUS BACKFILL MATERIAL er 34 4 I 2 41 " u-u INI 4" PVC DRAIN PIPE LF 60 2 I 63 .,.,, "' .... "' CLASS A CONCRETE (RETAINING WALL) CY 191 79 2 8 5 285 uo '-' I MASONRY BLOCK WALL SOFT 88 ~95 173 756 WATERSTOP LF 30 21 12 12 75 BAR REINFORCING STEEL <RETAINING WALL) LB 14,066 5922 189 801 555 2 I, 533 4' PLASTIC PIPE UNDERDRAIN LF . 87 87 ' I .. Ill MINOR CONCRETE (MISCELLANEOUS CONSTRUCTION) CY 5 5 % ... PAVER TILE SOFT 565 565 '.I " ' ,_ ., ... METAL GATE EA I I ... "' -• CABLE RAILING Lf 235 235 I "' :c ~ "" INI NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY i'i ... ,, ., :I I, "' " 0 ., • POTABLE AND RECLAIMED WATERLINES ' I 0"' z z l ..J "-"-..J >-0 Q. ,., O<.!> "' 0 u "' < "' -> ..J z.., Q:; u % Q:; 0 . z ll. Q:; u "-"-:::> II) "' "' -z z "'Q:; -' > "' 0 0 ... ..J "-"' -,., ~ ... ..._ :c ... -"' .,. -< ' > z Q:; "( O:> ::. ... "' ......... Q. Q. ... ' ' << ,-> -'z )( ..J "'u ..J u "' -:cL,J u l WATERLINE LOCATION II) "' ;,, ... '"' <-uJ Z> < ..J "'..J 0:, < )( Q. :::> co "' )( (.l t <,-u ~ ::. < ..J -"' < ...... ..J < Q. -L,JQ. 0 ... • z ;o:"'"' 0 0 ..J u i3 :c~5 0 N ..J ..J "' 0:, Q:; > I-> 0 "-LLO "' • 0-.t z ::. z ,, -co 0 . Q:; ~~ :::> < Ill NQ:; . z I --a, a, >u "' u Q:; "' N 0 ~ N -a, "' Q. .,. 0:, ' . 0 u = LF LF LF IEAI <NI ([A) IN) <EA> IN) ([Al (NJ <EAi CNI CEAI !NI CF.Al INI IEA) IN) IEAl INI IEAI IN) IEAI IN) IEAl INl IEAI IN) <[Al IN) IEAJ <NJ IEAI (NI ~ z -~ RECLA !MEO 37.5' LT 1753+00 I I I ' ~ RECLAIMED 37. 5' LT 1756•25 330 I I 4 i I' -RECLAIMED 37,5' LT 1758•47 222 10 I I I I I I I I I ,1 z !j/ RECLAIMED 37. 5' LT 1766•50 5 803 2 I I 3 I I I ) I ) I - j "" RECLAIMED 38.0' LT 1770•00 85 I I IDUAU 2 I 3 I -Q. 1774•80 I I I ~ RECLAIMED 38.0' LT 480 I I "' ' POTABLE 26. O' LT 1753•00 I I I j -POTABLE 26.0' LT 1756•25 325 I I "' POTABLE 26.0' LT 1758•23 198 I I 2 I 2 I ~ POTABLE 26.0' LT 176 .. 00 I • .;/. POTABLE 26.0' LT 17661--40 240 I I I ..., i POTABLE 28.0' LT 1770•10 111 I I I 2 l'5 POTABLE LT 1770+73 63 I SUMMARY OF QUANTITIES i• 28.0' I ~ -., -= TOTALS• 557 937 1378 7 3 6 3 8 7 2 3 4 3 3 10 3 2 3 2 Q·3 - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY ; • <NI . ~I ···-··-----·--· - • Q ,.. .., m "' 0 > .. .., "' 0: > "' .. .. "' 0: 0 ., ., m • ~~ ' m .. -:;: ";:. ., N .. .. fi ',.. om ► ~., ., j!l! Q ... ::,<> " u-u .JIii ... ..... :,: uo u .. i'i Ill • "' ... 0: ... "' -,. ::I: a -c z ... "' "' :II! ~ • i5 =, • ~ 1" -"" -I:!, -"" \!I -21 e, "' ... 15 ~ ~ -"' i I:!, ~ • --t; $ LEGEND ♦ INSTALL RDAOSIDE OR OVERHEAD SIGN. ... EXiSTINC SIGN TO REMAIN • • REMOVE RDAOSIDE OR OVERHEAO SIGN. • RELOCATE ROAOSIOE OR DVERHEAO SIGN • • RECONSTRUCT OVERHEAO SIGN STRUCTURE. ' -RESET ROAOSIDE SIGW. 0 RDAOSIDE SIGN NUMBER. R◄5 0 OVERHEAO SIGN LETTER • SEE SHEETS S-6 AND S-7 FOR DETAILS. SNS STREET NAME SIGN. ol ROADSIDE SIGN (STRAP & SADDLE BRACKET METHOD) .;E INSTALL SIGN ON SIGNAL l,IAST ARM (DETAIL 'U' • ES-6T REQUIRED) . ,Z.. INSTALL SIGN ON PEDESTRIAN BARRICADE (TYPE I , ES-!:IFI ROUTE 5 ... A\n \ a, ' GOG 1e•x100• Po1.,..ttra l<n0 NEXT RIGHT " 066-4 ... J 066-7 G58 l~EXT EXIT! TYPE M • lolARKER ROUTE 5 \ ROUTE 5 n Wl1(RTlG)♦~ ... ~ I I \ \ ... oac · 1e'Y1nr • IEl<t ~ICIIT I ... fl, \_ "-+G)w1◄ "X72 11 -© SO CARLSBAD STATE BEACH NEXT EXIT "'--+R18A© // ~.Y L•'©ces-5 G840• W17 0• WllA •© G83 2◄'X80' ,s•uc, 12"LC Poinsettia Lone -!!, !EXITJ ONLYl D200-38 1 ◄' l \£..I 18'X100' I STA 1755<!1;0 l REMOVE AND ~~~xeo· 16'UC. 12"LC DISPOSE ~~""---....:..:'--".a.a..-'-"-=,-----,STRUCTURE Polnsettto Lone JJ lmr! JJ !<>U i 24' l G72 60"X18' SO CARLSBAO ¢=,STATE BEACH 0200-38 G66-4@■ G66-7 G34(L Tl THIS PLAN ACCURATE FOR SIGNING ONLY. Fl:E.~l:!i.TE:AE'.D Cl\111,.. ENGIN£E:R PLAN$ •PPROVAL DATE ClTY Of" CARlSBAO 2075 LAS PAl.MAS DRIVE CARL$8AO. CA g2009 BOYLE ENGINEERING COOPORATION T80T CONVOY COURT SUITE 200 $AN DIEGO• CA. 92111 16191 261-.e080 \ TWO CARS PER GREEN TIIIS LANE 2" C @@@@ R61-5PECIAL r r ONLY ONLY 6°D CAPS 72"X◄5" IR61-18·REVERSEDl i R61 I "' Ai.t t:l , --c..1 <II I I SIGN PLAN SCALE I "-'I 00' 8 -1 • 0 -,.. ., "' "' " > ... "' "' 0: > "' "' ~ 0: 0 "' "' i ..... .. " ... " .. .. -:::: o;:; "' N ,. 0: .. ., ,,.,. >-om .., ., .. 0 " ""' slii ... "' u~ .., .,,. "' ..... ;J; "" u .. 5 .. • "' ... 0: ... "' -l; :c ,c z ., .., "' :I "' 0 • i'i ':;; -;( I 15 -~ = < ;:;i "" ~ _, < -<.> i 15 .., • -ti • ,.: . G23 26'X90' , 1====~==11 "' .. .., .., :,: @@ R91 SPECIAL ◊ LEFT LANE CARPOOLS GO' t2 OR -MORE ONLY BUSES OK 54" R1 "' ; R61 f53l SPEcM R61@♦ SPECIAL r.;,_ R43'C/ wn@• R2!40I R7 & TYPE 'N 'MARKER A & R1-3 @~,,, RI BUS STOP .A. <, R26-R81 A_....-c SPECIAL BUS STOP A R26-R81 SPEC I AL_..............,,, W17 A ,r. @R44 ~ i-.'\w41 & I!_;'./ W41 A ( MOD I SEE DETAIL "B' •@R26 26 {8 9(RTI •@ & R1-3 ... e@R1 & 1-3 .t.R2 ( 35 I +0)021 16'X7o" @wn (v,.....,. Q 5cuth Ngrtfi ~W41 L£fT i.ME lllctlf 1.-AHE G77A 10'X100N NORTH ={> SOUTH u:n '-"NE 10' CAPS 811 NO, 8 11 UC. 0 11 uc ®© R61-34!MOOI l l ,, ' ONL'.Y 4"D ct"s -42 11X3 N 023 22'X90' ♦@W1HRT) R63 La Casto Ave Leucadia Blvd Encinitas Blvd EXIST. SIGN ~ANEL NO ILLUMINATION Rna@• R49(Rllr,;j\ G92 'CJ 027-2(51~ 048 'e/ G44 DETAIL "A" @0@® ~ II UC 18' RAMP SIGNAL 24' DETAIL 41A (MODI NO SCALE BLACK ON YELLOW SIGN l$T COUNTY ~CUT£ 11 SD 5 REGISTERE:D CIVU., ENGINEER Pi.. .. NS. APPROV•L DATE CllY OF CARLSBAD ZOl5 LAS PALMAS DRIVE CARI..SBAD. CA 9.2009 BOViE ENGINE£~1NC CORPORATION T80T CONVOY COORT SUITE: 200 SAN OIEGO• C~-92111 <G19l 2£8-9010 G8j> • 066-12 RI 6B .A. SNS & R1@e Poinsettia Lone .P DETAIL NBN G47 •® i~~,n~ l G◄8 e'sF-21--215, ~33 QSNS '{'..!/fil~u,coUNTY o R34 65 R491RTI 092 -/4:?1,27-2(51 l::.'.'.:/047 043 092 -/sa'll27-215I ~G47 044 R49(RTI @R26 ♦ RT & TYPE 'N' Ca\ MARKER ♦ e,,R178 SIGN PLAN THIS PLAN ACCURATE FOR SIGNING ONLY. SCALE 1 •-, 00' S-2 • • ' 0 .. "' "' ., -0 > "' "' "' ., > "' I-"' .. 0: <> ~t ~ • I!: .. .. ~ ;ii c;:. f:! ~ u ~lo .. l'!c ., ..... " :lij "' "' u-" _,.,, "' ..... :,: uc u 1750 di .. iii II 16'XT0' G21 • .. .. e•uc,6'Lcl (£),,_ I "' !: a• HO,. ~ :i: e• uc8,G~J~ .,:1"...., I.,~ " C z ... , <> .. ii .. " • 1:1! -... -• ~ z -"" -\', \;, l!!J! -"" -ill ... ~ ... ,I. i .., \', ... • -;.:! .,. t R◄l 4 R61<SPEC1"1..l4 "' !if RIB~ .., R261:'.V-\ a;' ...... , ' .I , .. , IJ, '---'1:--:--...... ---~ ... 176 @-/ R2(351 5 .... ,.. LEFT\.~ 10 C.lPS "' \ R◄9lRll@ R26@• ""'"" SD 5 REGISTERE:D CIVH,. l;:NGINtE:R PLANS APPROVAi.. 0AfE. ctn OF CARLSBAD 2075 LAS PALMAS DRIVE CJ.RlS8AD. CA t:2:0M 8OYLE ENGINEE~ING COAl'ORATIDN l8Ol CONVOY COUflT SUITE 200 $AN DIEGO, CA. 92111 16191 268-t080 R73-3 DETAIL 'C" SEE 'SIGNAL ANO LIG~TING" PLANS TttlS PLAN ACCURATE FOR SIGNING ONLY. SIGN PLAN SCALE 1 • .,, 00' S-3 I I I ' p1sTICCN.JNTY I ROUTE I ToT".L fl;~~iCT Fih~TilH0ETt~·. ' i rt 1•12 POSflI· 11 I SD I 5 ~44. 9/R45. 9j1091 ROADSIDE SIGN QUANTITIES 1 N St@ _j I ~ NOTES POSTS -to be de-tennlned by the engineer, 1 _,....... ,. Min RECilSTERE:D c1vn. ENOl,-a[£~ ,z_ 1'!fil'l._<Wi, I J-·--\ • 1. Exaot looatlon Of Signs. ' I : ETl':ri 2~ F0r a1no1e wood pos't lenQth,. uee 111 left colurm under' 11Pos-ts" EP I ..._ w Fr-I.A.NS APPROVAi,.. O"t£ ..... 19W 1111 •To bottom o-f-l~r ~anal ~ E I'---.. CI TY OF CA.FllSBAD ,ti EIIP.l!!!l!JL... l.,,,. - nultlple -.lgn lnstal.lotlons. LW ' 2075 t.AS PALMAS DRIVE ~J; y ~ ... ' 'I" Of: c,.'-" . .,,...,... , CARLSBAD, CA 92009 ' BOYL£ ENGlNEERING CORPDRATlON. i ' 1807 CON\'OY cw1n SUITE :too SAN OIECO, CA.. 92111 (61g) 268◄080 ' . 0 ,, .. .. SIGN CODE ~HE£T PANEL SIZ£ 0 C Min POST POST SIZ£ ONE TWO F<ESE1 RELDCAlE INSTAl.L •EMOV£ SION COOE SHEET PANEL SIZE 0 C Min POST POST Sil£ ONE TWO RESEl RELOCATE INSTALL DEVI;. ., SIGN SIGN m "" N<> E LENGTH l'OST POST SIGN SIGN No N<> [ LENGTH POST 'OST SION SIGN Q > STRAP I REMARKS SlGN SIGN STRAP, R£MARl<S "' "' SADDLE SAOOLE ., 0: Hc;r',% Yor-t LEFT IGH X4kX6 X6&X8 J.ETHOD J Ho..-lz !Vert l.EFT IGH x•MX6 &X61(iX8 METHOOJ . > ~ • F't Ft InohtHX ,,_. •• EA •• n01"198AIM H H .. H lnchesX '""""• •• "' "' 1 W11<RTl s-1 36 36 4,3 1 4,5 15.8 X X 32 R1 S-2 30 30 -----X "' 0 .. .. 2 G66 S-1 138 72 8,5 5 ,0 19.5 20.i X X 3' R73-3 s-2 36 36 .o ----ON SMA ..... .. G200-38 30 30 34 R34 s-2 24 24 .o -• ' ---ON SMA ,-, ... .. ~ :;: 3 W75!L Tl S-1 .36 36 4,3 1 .5 15-8 X X a;::; .. 4 WH S-1 60 GO 1.1 1 4,5 18.G 19-6 X X .. 35 R168 S-2 30 36 .o 1, 3.5 13,5 -X X' ,· ~ B 5 R16A S-1 66 48 4, 0 1 ,5 15.5 16.0 X X 36 R1 s-2 30 30 -----X S-2 12 18 1. 5 X 37 SNS S-2 36 6 6 R26 1 --------X ' .. .. 1 W59!RTI S-1 48 48 ,. 1 7 .5 1.2 X X 38 .R7 S-2 24 30 4.4 5 3.5 12.9 -X X Q,O "' "' 8 R69-2!2) s-1 36 16 3 REO'O ON TYPE N 18 16 ,-Q ----"'!l! Q R89-2!2l 36 16 SMA SEE SHT 39 G4S S-2 21 9 -----X "' ~~ " R89-2!2l 36 16 E-13 027-2(5) 21 18 " .,., "' 9 W11 (RT) S-1 36 36 6.7 1 --ON RAMP G34<C'i'T 21 15 jl!j :,: " R63 36 45 SIGNAL POST 40 R26 S-2 12 18 1 .5 1 3.5 12,0 -X X 10 G64 s-1 54 48 4, 0 5 4.5 13.5 X X 41 G47 S-2 21 9 -----X 11 W17 S-1 36 36 ----X on-21s, 21 18 W17A 24 18 G33 12 12 .. 12 W41 S-1 36 36 4 • .ll 1 .s 1s.8 X 42 R26 s-2 12 18 1. 5 7 3.S 2.0 -X X li II 13 W41 · S-1 36 36 4,3 1 4,5 15.8 X 43 R43 S-2 24 12 1 .o 7 3.5 11,5 -X X ·-., I-14 1149 I IITI S-1 42 18 1,5 ---OH Ped Barr 44 1161-16 S-2 72 45 1.7 1 .s s.2 5.4 X X - "' I-15 R49! L Tl S-1 42 18 1 .5 ---OH Ped Borr 45 R61-16 s-2 72 45 3. 1 .s 15,2 5.4 X X !:! -46 R61-16 S-2 ,5 15,2 0 ::c 16 61 SPECl.ll S-1 72 ◄5 !3.8 7 ,.5 15,3 16.3 X X 72 45 3.7 1 5,4 X X z ,c 17 61SPECIAL S-1 72 45 13, 8 1 ,.5 15.3 16.3 X X 47 R61-16 S-2 72 45 3.7 1 .5 s.2 5,4 X X " ... s.o 1 5,0 17,0 X X 48 W41 S-2 36 36 4.3 1 .5 15.8 X 18 91SPECIAL S-1 54 60 --X ., s 19 072 S-1 60 18 4,0 5 4.S 15.0 4,5 X .., X 49 W17 S-2 36 36 -----X 0 • 0200-38 30 30 50 R26 S-2 12 18 1,5 1 3.5 12.0 -X X 20 G66-I S-1 30 30 6,3 5 ~.s 1S.8 X X 51 R61➔«MOO s-2 42 30 2.5 7 4.5 14,0 -X X G66-7 30 30 G34!LTl 21 15 52 R26 S-2 12 18 1 .5 7 3.5 12.0 -X X 21 R44 s-2 28 35 ,.g 1 3.s 13.◄ X X 53 '61 SPEC IA S-2 72 45 3, 1 1 5.4 5,2 X X n R91SPECIAL s-2 5◄ 60 ,.o 1 s.o 17.0. X X 54 R61 SPEC IA s-2 72 45 3,7 1 4,5 15.2 15.4 X X FNBT 23 W41 s-2 36 36 5.0 ---X R43 24 12 1. 0 FSBT iS W41A !MOD 24 18 56 G47 S-2 21 9 -----X !;;: 24 W41 s-2 36 36 5.0 ---X G27-2! 51 21 18 15 W41A !MOD 24 18 G34(lT) 21 15 • ~ 25 G92 s-2 48 30 6.0 2 4.5 12,5 X X 57 G48 s-2 21 9 -----X ~ 027-2(5) 21 18 G27-2(5l 21 18 -G48 21 9 G33 12 12 ~ G44 21 15 56 G64 S-2 54 48 ,0 5 4,5 13,5 -X X ~ 26 G92 S-2 48 30 6.0 2 4.5 12.s X X 59 R1 S-2 30 30 -----X 027-2(5) 21 16 SNS 36 6 <c G48 21 9 60 R101RTl S-2 36 12 ,8 1.5 4,5 11,8 -X X -Q. 043 21 15 R10(LT) 36 12 ... ., 27 R7 S-2 24 30 4,6 5 3,5 13, 1 X X FW8T R11 36 36 TYPE N 18 18 R11A 36 21 -R178 30 36 1,0 5 -X t' t:.t, I 61 SNS S-2 36 6 -----X ,., ~ 29 W41 S-2 36 36 4.3 7 ,,5 15,6 X X ,TATE/COUMTY 6 24 30 R49!l Tl S-2 42 18 1, 0 ---ON Ped Barr MARKER ~ SIGN CODE HEET ~~ . .. ;j i 31 R49!L Tl S-2 42 16 1.s ---ON Ped Barr PANEL SIZE 0 C Min ' POST SIZE ONE TWO SESE' RELOCATE s1 .. 1!£MOYE REMARKS No No CSTRAP .& ~ , ... , vert • T POS OST <"" S"N SADDLE) '"" ... SIGN COOE ;ttE£T PANEi SJZE 0 C Min ,o;;: "™ POST SUE ONE TWO RESEl RELOCATE'. iI1 RtlClYE REMARKS &II ,-y • •• •• Inches)( ro eA eA .. EA FA • -SUBTOTAL-2 .. "" N<> v..-• F 8 POS ~osr s•n• SlCN SIGN 6 6 4 1 0 10 2 ON SMA -' V> .. Incheaxrncnes <• co EA SUBTOTAL-(1 <-2) 5 ON $MA SUBTOTAL-1 7 4 8 2 4 1 l. UN ~M• 13 10 12 3 4 11 4 ON Ped aor1 ON Ped eor-• SIGN QUANTITIES S-4 ~ I I ISTI COUNTY f ROUT£ I To'i~T P;b~Er-T ri:..t~ I ~ rt !ti 2 POSfTf , , I SD I 5 ~44. 9/R45. 9j11 D ROADSIDE SIGN QUANTITIES -"' N S!_~ _.Y • ----"\..,, -~ NOTES • Min A£(ilSTtR£D CIVIL ENGINE:ER ---I-E><oot toootton Of SIQM, POSTS to be detennlned by the engineer. I ,........ I • 2. For slngle WOOd post l&r'IQth• use 111 1111ft colurm under "Posts" EP , £T l'-:r .LW PLANS APPROVAL DATE .-to bottan of lower-l)at'IOI on E j---.... ~-CITY OF CARLSBAD nultlple &lgn lnsto1 lottons. LI.U 2015 LAS PALMAS DRIVE DF C'-~ CARLSBAD. CA 92009 BOYLE ENGINEERING CCRPOOATIDN 1801 CONVOY CWRT SUITE 200 SAN DltGOt CA. 92111 Ut19 J 2U-A080 . " SIGN COO£ >nEET PANEi: SIZE 0 C Min POST POST SIZE ONE TWO «SE RELOCATE ''1;"1l~L ~EKJVE SIGN COO!: HEET PANEL SIZE 0 C Min POST POST Sitt ONE TWO pu.SE RELOCATE INSTAl,.L <>cMOV£ .., No E LENGTH SIGN No No E LENGTH SIGN SIGN ,_ "' No POST •OST SIGN SI(;N 1,SlRAP & POST POST SIGN SIGN STA,t> & .. SAODLE REMARKS SADDLE REMARKS > 6 .., H(ll'"r.e-VON LEFT ~UGH X◄lilXI 16X6 X8 METHOOJ Hcrlz Yer-t LEFT IOH X◄ 1111.XG l6XGl!.XB METHOD) "' 0: • Ft Ft Ft Inonoo s EA .. • no •t Ft lnohe11Xlnohea EA ' .. .. EA > "' 62 G92 S-2 48 30 6.0 2 4.5 12.5 X X 91 R26 S-3 12 18 1.5 7 3.5 ,2.0 -X X "' !;, G27-2<5l 21 18 92 R2135 l S-3 36 45 3.8 7 4.5 2.0 X X 0: Q .., .., G47 21 9 93 R18 S-3 36 36 4.5 7 4.5 16.0 -X X ~i:: "' • ' G43 21 15 R26 12 18 "' .. -;:: 30 30 X 94 R26 S-3 12 18 1 .s 7 3.5 2.0 X X ";:i 63 R1 S-2 -----"' -ON Ped Bar-; 95 RUJll-:'1 s-2 30 30 -X 64 R49 <RT I S-2 --------. ;::! 5 96 R1<1111-3 s-2 30 30 ----X 65 R◄9 (L Tl S-2 -----ON Ped Harr 97 R1.IR1-3 S-2 30 30 ----X '► t 66 R20B s-2 30 30 ~-9 1 ,.s 16.4 X X 98 R1<1111-3 s-2 30 30 -----X .,., .. R200 24 10 99 G47 s-2 21 9 ,.3 ----X ON NEW 1-0 .... Q ; 027-215) 21 18 LIGHT POLE :l3 .. R26 12 18 ,, s-2 36 36 -X 100 G48 s-1 21 9 >.3 --X u-u 67 R11 ------ON NEW .,.,, .. 36 21 G27-2( 5) 21 18 LIGHT PDLE ..... " R11A "" 0 G92 S-2 30 ,.o 2 4.5 12.~ -X X 101 R26 s-2 12 18 1.s -68 48 ---y un :lli1.uN POL.1:, G27-2(5) 21 18 102 R11 s-2 36 36 •.a 1. 5 4.5 11.e -X X GH 21 9 R11A 36 21 G◄4 21 15 R101RTI 36 12 j.. 69 RHB s-2 30 36 ,.0 5 FWBT R10<LTt 36 12 :c R1 24 30 •• 6 s 3.5 13. 1 -X X FEBT 103 R11 s-2 36 36 s.e 1 .s q.5 11.e X X <> II ·--.. TYPE N 18 18 R11A 36 21 ~ ., 0: .. 71 R26 S-2 12 18 1.s 7 3.5 12.0 X X R10fRTt 36 1.2 !:! -z: 72 W41 S-2 36 36 s.e --X ON TYPE 1 A POST R101LTl 36 12 D ,c % ... W41A(M001 2◄ 18 10◄ R11 S-2 36 36 s.e 1.s 4.5 11.8 -X X <> 73 W41 S-2 36 36 5.9 -X N TYPE 1 A POST R11A 36 21 :I -"' W41A<MOD) 24 18 R1 OIRTI 36 12 w D .. 74 R4◄ S-2 28 35 ,.9 7 J.S 13,◄ X X R10ILTl 36 12 75 91SPECIAI s-2 5◄ 60 ,.o 7 5.0 11.0 X X 105 R◄9(L Tl s-2 ◄2 18 1.s ----ON Ped Barr 76 R89-2(2) s-2 2◄ 10 o.e --X N TYPE 1 A POST 106 R◄91RTI s-2 ◄2 18 , .5 ----c,.,. t-ed t1arr 77 A89-212l S-2 24 10 o.8 --X N TYPE 1A POST 107 R34 s-2 2◄ 24 2.0 ----ON SMA 78 W1HRTl S-2 36 36 .o 5 •.s 17.5 )( X 108 R73-3 s-2 36 36 3.0 ----ON SMA R63 36 45 109 R73-3 S-3 36 36 3.0 ----ON· SMA 79 W59!RTI S-2 ◄8 48 ,.7 7 3.5 16.2 X X 110 R73-3 s-3 36 36 3.0 ----ON SMA i5 80 W41 S-2 36 36 -----X ON ST. LIGH1 111 R73-3 S-3 36 36 3.0 ----ON SMA !;; 81 58SPECIAI s-2 108 ◄2 ~-5 7 .5 4.5 15.0 X X X 112 R49fLTl s-2 42 18 1. 5 ----ON Ped Barr-i G66-◄ 30 30 113 R491RTI s-2 42 18 1.5 ----ON Ped Barr-• • G66-7 30 30 SIGN COOE SHEET PANEL SIZE D C Min POST POST SIZE ONE TWO ""SE1 RELOCATE INSlALL REMOVE ,, 30 30 No No E U:.NGlH SIGN SIGN . (= G66-12 POS1 POST SIGN SIGN STRAP .. REMARKS 82 W17 S-2 36 36 -----X SADDLE ~ R26 S-2 12 18 1.5 7 3.s 12.0 X X Hor-1.t I vort LEFT ~IGH X4MX616X&l;XB METHOD I -83 -•• Ft I ,. nchesvinc s EA EA •A EA .. !;;: 84 R26 S-2 12 18 1. s 7 3.5 12,0 -X X 5 ON SMA ':!ii 85 W17 S-2 36 36 -----X SUBTOTAL-4 1 0 6 0 3 4 4 ON Ped Barr ~ "' 86 R2(35l S-3 36 45 ~.8 7 4.5 15.3 -X X TOTAL 10 ON SMA ... 17 11 30 3 12 20 ~ 87 SR◄S S-3 36 ◄5 -----X 1 ON Ped Borr ' TYPE N 18 18 88 R26 S-3 12 18 .s 7 3.5 12.0 X X TOTALS EACH ... R49<L Tl S-3 42 18 .s ---ON Ped Barr ~ 89 -ROADSIDE SIGN ONE POST/TWO POST 17 / 11 90 R7 s-3 24 30 .6 s 3.5 lJ. 1 X )( RESET ROADSIDE SIGN 30 5 TYPE N 18 18 RELOCATE ROADSIDE SIGN 3 i SlGN CODE HEET PANE L SIZE 0 C Min POST POST SIZE ON• TWO ESE RtLOCATE INSTALL ~EMOVE • No No E LENGTH PCS r•as T SlGN ~IGN SIGN REMOVE ROADSIDE SIGN 20 ~ SIGN $RAPA SADDLE ftEMARkS INSTALL SIGN ISASBMl 12 ... Horlz Iv..-+ LEFT ll!CH •X◄"XO;xo~XB METHOD) INSTALL SIGN ON SMA • -10 ROADSIDE ' .. t;; .. , 'tt Ft I Ft 11 g:a, 1nohe~ •A EA EA INSTALL SIGN ON PEDESTRIAN BARRICAO 11 SUBTOTAL-3 13 1 12 0 5 5 ~ ON Ped Barr SIGN QUANTITIES ' • SUBTOTAL-3 (1 2 3) 16 11 24 3 9 16 5 ON SMA s-s If;:: I, + + ' ON Ped Barr ,, ., • 0 ,_ l:l .. 0 > ... !l! .. -bl I > .. ... "' 0: 0 • ... :;i ., .., i:: ,._ .. .,, ;ii N ~ .. ti ',_ ,_ 0., bl .. .. 0 0 ,<bl a§ ... ,, u ...... ... :l~ :,; u .. II 6 I--.. I--0: :c "' ,c > D ... z a " ~ ., • .., " ~ • I .. ~ I!, .... ~ 'l, ~ )"l ' :!; "' 12 -~ .. • ..., i ~ a "' • G23 26'X90N Carlsbad Blvd Palomar Airport Rd Tamarack Ave I ... ~ ·12' ~ 10' SIGN No',.© FNBT AT STA 1767-+65 'A" LINE BRIDGE MOUNTED SIGN 1 I, 4 31,2 ·I REUSE EXIST SIGN PANEL NO ILLUMINATION SEE SHT S-8 FDR MOUNTING DETAILS I 24'X80' 38' Poinsettia Lane ,[1, 4' I I !EXITj. ONLY I 6' 24' I .. ... ... I I ' 14' 16' .,, 6' ul i I I : I I· ' I ' I I I ... f:i: 157,41 ., > ... 86, 1~ .. " >-BA~~ PLAT~ J;;. ... ' ·SlOPE PROTECTION ,... ...... REQUIRED :.-- 16'X70' @Freeway Scuth I Na-th LEFT LANE RIGHT LANE 16' - I I 18' ■ ~---.:..:a:....----''T' i--="• Sa..'-H ., n P1:nl COUNTY I Routt 11 I SD I 5 ~44.9/R4S.91111I ·_•_c_l5_T_•·_•_o _c,_•_•L_·_·_·_··_··_· __ III~@· -~-•-•-•-•-••~•~ov~~~o•~T~•----• •-C !TY OF CARLSBAD ~ A 2075 LAS PALMAS DRIVE ~ 'i' CARLSBAO • CA. 92009 ~-Of cr~_Aii' BOYLE ENGINEERING CORPOR,\TIOO. T807 COO.VOY COURT SUITE 200 SAN DIEGO, CA, 92111 (6191 2&8-8080 G23 22'X90' 138,00 ·••,•~ .r:. 139.41 "-..,L_ __ 1:_:c:__ __ ~'j-,,, __ 1 -1,;;__..-t::°_ BASE ~LATE La Costa Ave 11,4 Leucadia BI Vd 23,4 Enclnltlas Blvd §11--____,_1£,.-2• -~+--1 -1=-0• ---I: I SIGN NO, @ FSBT AT STA 1769+10 'A' LINE BRIDGE MOUNTED SIGN REUSE EXIST SIGN PANEL NO ILLUMINATION SEE SHT S-8 FDR MOUNTING DETAILS . . SIGN NO, @ FNBT AT STA 1743+20 'A' LINE OH SIGN STRUCTURE (TRUSS) ILLUMINATION REQUIRED, G85 18'X100' ----, Poinsettia I I 85,65 36'X18' CIDH PILE FOUNDATION 90.75 108.10 Poinsettia Lane I L----'-----'----80' ~ !EXIT I ~ !ONLY I 1 Lane ~I ! -----------~------~ I 14' 3' I I 12' fl' 24' 1 I • ... "' 89-10 88,60 SIGN NO. @ FNBT AT STA 1755+40 'A' LINE OH SIGN STRUCTURE !TRUSS) ILLUMINATION REQUIRED, 12' 5' ,_ ';.,~ lo. ;...> -"' .. J!:I= SLOPE PROTECTION REQUIRED 36'X1B' CIDH PILE FOUNDATION I /,...- / ,...F-=y/ ___ _,,,_,... k.~.J SIGN NO. @ FNBT AT STA 1755+50 'A' LINE REMOVE EXISTING SIGN STRUCTURE ANO SIGN PANEL FOR INFORMATION ONLY THIS PLAN ACCURATE FOR SIGNING ONLY, 1J8.00 / r--._ 1J9.00 FL r"---3o•x1s'CIOH PILE FllUNOATION SIGN NO. @ l,c FWBT AT STA 1776+70 'PL' LINE LIGHTWEIGHT OH SIGN TYPE C-2 MAST ARM SIZE 6x◄=21,94 POST 10 • 54,74 ILLUMINATION REQUIRED, LAMINATED SIGN PANEL, TYPE A 18'X100' ,-----------..,..-------, --Poinsettia Lane ~ 100• ~----------'--------! -- 18' I 12' ... . "' .,c , .. 16' ~i---------.. > "' 12.20 12.00 \ 71,50 SIGN NO. FSBT AT STA 1782+10 'A' LINE OH SIGN STRUCTURE !TRUSS) 6' \ REUSE SIGN PANEL !PD,ELAIN STEELI ANO RSPF FROM SIGN M AT STA, 1777+35 "A' LINE, ILLUMINATIO REQUIRED, DISPOSE Of EXISTING STRUCTURE AND POST --·, ~ ,;;.,- 71,50 BASE PLATE ' ~ l'........,_....:1:..:.1 :.:· 0:::.0_ 36.X151 CIDH PILE FOUNDATION SIGN DETAILS (OVERHEAD> SCALE 1 '"5' S-6 i ... .. I I (11ST COUNTY I. ROUT~ I TO~'IJ'' pji!.'•l!T ~TL1:9Jt"l·S I 11 SD I 5 f!44. 9/R45. ! 1121 1o'x100• ' 10'X100"' ii I REGISTERED CIVll. ENGINEER ~ • '"" P, "'"-n ~ NORTH c:::;> 18' SOUTH c:::;> I I .. 6' I I 16'X70" I I ' ... , .... • 8' ............ • P1..AN$ i\,PPAl)VAI,. O,A.TE • tilp,.~ 111-1,...,, SOUTH NORTH C lTY OF CARLSBAD '-~ © @Fr""e&W<J)' 20T5 t..AS PALMAS DRIVE ~ IJf ''"~ ~ LEFT LANE CARLSBAD, CA 92009 LEFT LANE 137.59 ¢=SOUTH 99.40 121 • North I South -BOYLE ENGINEERING CORPORATION LEFT LANE RIGHT LANE 71'..DE • 7807 CONVOY COURT SUIT£ 200 T' "'' 17' 'I' SAN bltGD, CA. 92111 c&19) 2sa-aono • 16' I 2' 'I' .. Q 17' I ->-... • • .. "' .. 'I' "' ' -I "' > , • .t;;' " ., r: 6' ... I;! -6-5' .. 80. 19 6-5' ~• v7n• I• • I "' 118,38 54.70 ~ r: 118-~4 6.5' TC \ > "' TC \ ' TC 11 @ ,_ 80165 .. .. 102.44 r: 0: Q 118.17 /BASE PLATE .c: S◄.52 55. 10 79.99 1/ BASE PLATE <?>NORTH ., :;: / 11e.s1 TC \ 102.90 / DAO~ PLATE I/ 125.32 • I"~ '-·102.18 I/ BASE PLATE '-~ ""·., ., I ~£ ' 117.88 I t--54. 77 79,69 J 14' ., •L u: ' 102,57 54-20 I FL L,c, I:! .. 101.94 Fl • 0: . 30'X15' CIDH :........-----L.c 'f ; " FL ,__.,,,,.. 30'X15' CIDH , .. 30'X15'CIDH 30'X13' CIDH b_.. PILE FOUNDATION PILE FOUNDATION .. "'"' >-PILE FOUNDATION - l"o .. PILE FOUNDATION ,0 © SIGN NO. ® SIGN NO. SIGN NO. 6.5' I "'"' 0 .JZ .. SIGN NO. Q) .c. ::,0 " FEBT AT STA 1756+70 'PL' LINE 106.U u-" FEBT AT STA 1762-1-00 "PL' LINE .,.,, .. FWBT AT STA 1173+10 'PL' LINE LIGHTWEIGHT OH SIGN TYPE C-2 TRUSSED 1n5.96 .... :c LIGHTWEIGHT OH SIGN TYPE C--1? TRUSSED FWBT AT STA 1766+40 'PL' LINE 1-tAST ARM SIZE 6x4r:::::i21-94 LIGHTWEIGHT OH SIGN TYPE C-2 TRUSSED 106.28 -V liASt PLATE uc " 1-tAST ARM SIZE 6x◄ =21 .94 LIGHTWEIGHT OH SIGN TYPE C-1 POST 10 ,. 54. 74 ILLUMINATION REQUIRED, 1-tAST ARM SIZE 6x4c:::J21.94 " ·~ POST 12 • 65.◄2 ILLUMINATION REQUIRED. 1-tAST ARM SIZE 5x3r:::::i1G.84 LAMINATED SIGN PANEL• TYPE A POST 12 e 65-42 ILLUMINATION REQUIRED. " 106.•1 POST 8 a 43,39 ILkUMINATION REQUIRED. ~ LAMINATED SIGN PANEL, TYPE A LAMINATED SIGN PAN Lo TYPE A LAMINATED SIGN PANEL, TYPE A •n~. 78 fL I_/ .. . 30'X13' ClDH 0.... a Ill . -.. PILE FOUNDATION ~ .. .. i -SIGN NO, © :c ' ,c ' a ..., FWBT AT STA. 1769+30 'PL' LINE I :Ii LIGHTWEIGHT DH Sl~YPE C-1 MAST ARM SIZE 5x3 16.,◄ ' ., ., • SIGN STRUCTURE REMOVE RECONSTRUCT POST 8 a 43.39 ILLUM NATION REQUIRED. i 0 LAMINATED SIGN PANEL. TYPE A LIGHTWEIGHT TRUSS SIGN CIDH PILE SIGN STRUCTURE TRUSS STRUCTURE ;9•x 100• 18'X 100' ' 30" 36" l ----I SIGN FURNISH INSTALL FURNISH INSTALL ( BRIDGE La Costa Ave. Poinsettia (LBS) I I I NO. LOCATION 'LBS (Fl LBS <Fl LBS <Fl LBS <Fl (EAi !FOR INFO <LF) (LFl MOUNTED l ( EA l Leucadia I ONLY) ' l'l 11/2 MILES Lane <P A STA 1767~5 'A• --------1 I -----_ __i ' ~ B STA 1769+10 'A• --------1 ' • !£ C STA 17◄3+20 "A• --8313 8313 ---18 -11 ' 9' ~ D STA -1755+40 'A• --8217 8217 -18 ' --- l's E STA 1755-t!iO "A• ----1 7600 --- § F STA 1782+10 'A• --7415 7415 ---15 -~ REUSE SIGN PANEL ANO RSPF i FOR SIGN® AT STA 1782+10 i ... G STA 1776+70 llpL II 3026 3026 ----15 --HAN LINE ~ [17 i,,,: H STA 1773+10 "PL Ill 2790 2790 ----15 -- ' STA 1766+40 "PL II 2320 2320 13 I ------... "' J STA 1756+70 IIPL N 3192 3192 ----15 --,:,; STA 1762-1-00 'PL" b._l ~ K 3542 3542 ----15 -- ~ ;:I i L STA 1769+30 "PL ' 2285 2285 ----13 -- \!; M STA 1777-1-00 "A• ----1 13500 SIGN ND. @ I --- I!! FSBT AT STA. 1777+35 "A' LINE • ~ TOTAL 17155 17155 23945 23945 2 21100 82 51 2 I V, SIGN DETAILS ~ !Fl-THE QUANTITY SHOWN IN THIS COLUw.l (OVERHEAD) ", • FOR EACH INDIVIDUAL PORTIAN OF WORK ,j;;.,,,. ' I~• FIN•L PAY OUANTITY. THIS PLAN ACCURATE FOR SIGNING ONLY. SCALE 1 '"'5' S-7 .,. ,, ·-·"'"""""""""-· -···-"""" s.. 'T.omlnatod _., Mountlog DotaR• I s l -'"!I' lit (§(5 ~ --i-~ Not« Slfl(>B-SlgnA...-_t,,,,_ p(au,J Ot 0"""°"t 1f -Ol!Ge • J' -s: ' ffiAME ELEVATION SCALE. y" ... t'-o· ¼ LAMINAJED PANEL MOUNTING DETAIL NoSl;alo DETAIL A -~ ~Slo111f"••· • S Slot J" • ·• r bolt nut lf<>t,...,,.,, b#-..,,.,,,.,. md lodr flt'Mhflf', tof <f. tJ,,p • L~ x JJf • ii • Q'-9 MOUNTING BRACKET ANGLE DETAIL SCALE K•• 1~~0• wwwwww. ... ...ltlUEL "'· ""'"""'"' -wlfy all Cffl!roli/nv fl«d ~~• tJ.fen, ~9' or lllbricolklg °"T lt>ator/d. DETAIL 8 = ,._ ,·-rr FOO ~ ri.NtS ___ O SIGN LOCATION PLAN II<, Soo/a ·I -lxlll<lot""" SIGN B r M'-q" r,-of •'-.. ,. ...,,,., to deck -6-160. -lltWge IIOlllt .. 2 •G-o" a lo'-o"I $..(!• • • lf-o" • 111-tt .. I SIGN A nm vooufert II SD -0~@<¼,; I REG1 tt,,t.- t/ ! MA. PUffS ~ MlE ~ c;. CTTY OF CAAU8AD 2075 LAS PAU,IAS ORM: CARLSBAD, CA 92009 BOYl..E ENGINEERING OORl'OR,\TION 7807 C01NOY COURT SUITE 200 SN< OIECO, CA 92111 .J,14• -l>dl RESIN CAPSULE TYPE SOLT ANCHORAGE = Z"• r'-Q" VIEW MOUNTING BRACKET ASSEMBLY SPACING VIEW (9 NoS,,,,,,, PLATE WASHER MmtA. :/Jnbrl,,n/ cu W/22 ,,,,. oil lllotlod i>cf., [;7-555 M1lE :f' 1/u: M b'11~ RUt ffol lll<><I< -· o,,w,d -l<ol 4 POINSETTIA LANE OC (WIDEN) STRUCTURE MOUNTED SIGN ANCHORAGE AND FRAME DETAILS £A 7841 REYiSIOH IMlI:S ..,....,......, • • - • 142 138 134 130 0 ),, ... .. "' 126 0 > ... "' .. 0: .., > I- "' ..: 122 0: 0 ';:: ;;; ,~ .... "' ., 116 5 .... ,., .. ""' ... "' 114 I-0 0 ..... a~ ... "' 0 -'"' ... EXPA SION J INTS 62' WEAK ;N[O PL ~NES 22' 20' 20' 21' 18• -:., . -V V V V . 0-._. __, "' . .,, °!~; ar.=---- 1----"3"3+--+-'+-....:3_::8_' +--1--+---'l':.,-----1-..----,f---+-----+'=----+--+-"!:;'---'!:::""i, ';' I f == \ I 3 , 41 1Nr(;. i:::'i• "'i::r; n \ 136. 2 ' rn· ' 05' I I .,, ""' .:w!!E:i::K:EN:!E=-'o~l'.:L:::A!!Nt:.'s::....-1-..;2:::20.·~j.,....:2:.:2:..·+j.,....:.1.:.9_· H---=:.::_-1-1-:..;_+:1-.::::++....::=+--1--::.:i---1--~::....-f.-F---1----f2'"2'-·-r1~ iF=1 , 13/9 30 • 13 ::JI 1 ==\,;,,a4 22' ' 19' . 22' 22 2 . 2' '2' I I I . :;; w 0. ,_ .... - // I " / /. ~ 4 3. 30 F --1/-,,7\ I --ID, 24 /,,< " rfi o. c -• f"' n. I ···-·-'.- 112. J\ '" o==l ,, =•\ -ir I\ f3J. 56 ,c;, --ll-+---lll--1--1 I 29. 4 2 r o,_ __.. J --.. -...,i'.=~ • ¥0 ' ~ ... ,..; 0:0 ' !;! ::! WC .... • ., ., __, ., _ - 74' . 11' I ' ' I I --,- 18' is 0. 14' "' "' .,; "' • 13 .... : . ..... - :-.. , .. , 134 \ 126 . 11 so 5 R44. 9/R45. 9 f 14 &OYLE [NCl"EERINC CORPORATI014 l807 CONVOY COURT. SOil[ 200 $AN DIEGO, CA 92111 ,:; 0 0. __, 14' -REPLACI LET 1 "-" , READ I ~ 23. 36 • HAR80F PO I NTE TO I.IA CH EXISTlh, oz ... l~◄G 01-Z o.w-, 12' 0: ._ ,-t ._"' __,_ I I B " ,,; • w -z ~o ,-olrn I NAL GR DUNb ., --, . -114 132 .,,- 129, 81 126, 31 !-----, 132 -..... :< UC " ::.~ ._"' uw V>W ., o,_ _., xw 0. ~ 128 110 IOB9IFL'-~',.;:{ -+--IP 128 .._J-..:...:..:7"--t-___,:7F...:..::~,f,r?:f..it-=..'./.~-t·~E.~~:r;::::::t:::::::j;~--1r--t--t---1-~~t,-t---i--,--,-,--,----1r--t--,-4~--t-'"""t----rf-"jf';'\.._::::::-;F::lltl::SH:;E:;;O-:(±R:,AO;;;E;-t-1 06. 80 LEV, TION ~ - 106 .. Ill ,: ... " .. ... 102 I< -"' :c ,. ,c 0 z ... .. I! 98 ., "' <J Cl) i5 ;:: ..., ._ I z -"' ~ ~ i "' -"-.., C> ' .., I ~ I '-' ~ .., -... -"' .... WV> ., .. ''1---..JJ--irr-,..,;:;~r R TA IN I NI WALL l~YPES I ANO I A I, 124 123• 81 .JL 124 LfGENP I . ---RW-RECLAIMED WATERLINE ,._ .,) UU» ,. . _, -... ., 11 I 1111 0 II I &I STATE R/W ANO ACCESS CONTROL H II II El END STATE ACCESS C0NtR0L ------WALL LOL WAI FOOT ING 2 'PL' LI NE ' 76' t-J,o:12' "' ;; is ... ... H• 10' PLAN - 28' SCALE I' •20' --' . --1 • .. , 0' 1 • ,c I 91 ' 29' 22' 40' 21' 120 El EVA1 ON r•,._1111111111,.,... ,.~.,_-\l ,, ._ r.,.~ 57, 19' LT TO • 3. 19' I~ 10•68 95 'PO ' SCALE HORIZ 1"•20 VERT t••,4' ' - ' RETAINING "WALL PLAN SCALE, AS SHOWN R-1 • " >-"' .. <II 0 i:i ... 0: .. "' > ... ... .. 0: 0 • ... '" .. ' ,.., " 0: <.> , .. >-,, .. "' .. 1-0 0 ..... ~i'.i "' " u-" ·"" "' .. .., ::t uo 0 ... w ::t ... D <II ... "' -.. :z: > C 0 ,. _, " :IE .. .. " • iS ;: ... -• ~ .; I= i>!s -i ~ ~ ... i ~ ~ "' I ~ l!; "' • -"' -"' • • , I', ,., I WALL EXPANSION JOINT WALL LOL \ _l!:'2!• 54' 40' E Cr;;;, OF WA~- r-... ™"" '"'"""' TYPE IA WALL TO TYPE I WALL 49.92" LT 1774•24 "PL" ENO TYP IA WALL 8EGIN TYPE I WALL I I CITY R/W LINE I I I I WALL TRANSITION DETAIL <PLAN VIEW) SCALE 112•z1•-o• 2 • l/4"X4" GALV STEEL BOLTS CAST INTO WALL OR DRILL ANO BOND DOWEL. <TYP OF 2 CONNECTIONS! .N 3 • l/4"x4" GALV STEEL EYE BOLTS WITH 90" HOOK CAST INTO WALL ,J\n 2' CLR t 11 TYP "I I 1..1 I "' ENO £XPANSION JOINT 2·•4 o 8" VERTICALLY DRILL AND BOND DOWEL 6" MIN INTO EXIST WALL EXPANSION JOINT 2-•4 0 8" VERTICALLY DRILL ANO BONO OOWEl 6" MIN INTO EXIST WALL CORNER 1 s COUNTY ROUTE ToriL PRh~EiT 0,llfs I I SO 5 R44. 9/R45. R£C1$TtR£0 CIVI~ £MGIN£ER PLAN5 APPROY.&.L DATE City OI' C•~LSl!J>O 2075 LAS PAL~AS 0~1V£ CARL58AO. CA 92009 BOYLE E"Gl"E£h1MG CORPOAATI~ 7807 CONVOY COURT. SUIT£ ZOO SAN DIEGO. CA 92111 SIDE 2·•4 o 8' VERTICALLY EXPANSION JOINT 'I 'I ,rEXIST METAL FENCE II II I JOIN WALL DETAILS (PLAN VIEWS> SCALE 1/2"•1'-0" I I I IF=='=lt-r-1=-r-1=---,1-,1-,, -,, ,, ,, I, I, I, END CABLE RAILING '(ELEVATION> 48.92' LT 1773+62 "PL" SCALE I•• I' ·0' · CONNECT TO EXIST FENCE (ELEVATION> 43.19' LT l0+86,95 'PON' SCALE 1 • • t 1 -o• V EXIST WALL TO REMAIN R EXCEPT WHERE REPLACED.,~ I • BY SOUND WALL. , -I I SEE SHEET SW-I "' -' I I • ..,,, I [ORIGINAL GROUND 31 _ ) CABLE RAILING I ---8 I I ', <'.t L-L., -,_ <', I '-ltv __ _, ~ f IN I SHED'--....., GRADE -:::::.C=:;:;::::j ... GUTTER 1---e TYPE IA e RETAINING WALL r I ~ I ;;; "' 0 BRICK CAP (ORIGINAL GROUND ,, ... , ' ................... ,, ' ~ TYPE IA V R£TAINING WALL REMOVE t:.i EX I ST WALL --.......i I -~REMOVE EXIST WALL ! I I I I I/ORIGINAL GROUND I I I I I ORIGINAL , I 1 :~l•-3• ANO VARIES I BRICK CAP [ ORIGINAL GROUND ----- FINISHED GRADE I ---r ,,.-TYPE I 8 / RElAINING WALL :,: z "' V> ..., C NOTES, 1. ALL WALLS EXCEPT TYPE 6 SHALL HAVE A 6"xl6' SLIJMP BLOCK PATTERN ANO BRICK CAP TO MATCH EXISTING DEVELOPMENT WALL. 2. ALL WALLS SHALL BE PAINTEO TO MATCH EXISTING. 3. ADJUST SIDEWALK WIDTH AS REOUIREO TO JOIN RETAINING WALL ·FINISHED S [ORIGINAL GRADE I GROUND --t . -- ,:; t; V> w 0 --- SLAB I. TILE SEE SHT R·3 O• FINISHED GRADE } ,..-1 I ----GROUND l 11 _,,., I I "'-.., 11 FINISHED'-...------_I ,..i .._ __ ..1...-----J 8• I OR FLATTER TO JOIN BACK OF SIDEWALK TYPICAL SECTION TYPICAL SECTION RETAINING WALL ITYPE IAI 60.92' LT 1771+27 'PL' TO 48.92' LT 1773•84 "Pl" SCALE ,,a·-1• -o•' I I GRADE I -:::~ :i::;;._ __ I l_~ l~~--.....-J TYPICAL SECTION RETAINING WALL (TYPE IAI TYPICAL SECTION RETAINING WALL (TYPE ll 49. 92' LT 1773+84 •PL' TO 49. 92' LT 1774•24 •PL' SCALE 318"•/ '-O• 49.92' LT 1774+24 "Pl." TO 43.19' lT 10•8~.95 •PON• SCALE 3/8"•/•-0• RETAINING WALL (TYPE 68! 43.19' LT TO 57.19' LT 10•68,95 'PON' SCALE 3/8"•1'·0" RETAINING WALL PLAN SCALE AS SHOWN R-2 • " >-'" w "' " i:i w "' 0: w > ,_ w ., 0: C • "' ' ..., ., 0: u ',. >-cm w ., t---C " .. ~ w 5.., " u-u -'"' w .... :,: "" <) .. Ill :,: I-"' • ., I- 0: -"' ::c ~ .,c ;, ... ~ ::E ., "' " ., ~ -;! • E ;:! -~ \;, ~ "" ~ "" ~ --' ;:'l I ::!; ~ • !., -"' • T -/ I ----------- 1 L _ii~ ~':~.~::~:--~// L.___ I 1 R•2' I --.. MAINTAIN EXIST FIRE RING " ' REPLACE TILE CAP ANO TRIM ·•I~,, SIM I LAR TO PLANTER WALL OET A IL -...,,.-~ 11"~ ++-1-J.~-UI I,, :..-12 SF 4 • SLATE , MAINTAIN EXIST GAS SERVICE""'. •> /1/ BORDER TILES M"t-+.\1<1', _..,/ / SEE SLAB DETAIL I" I 6•-,o• , MAINTAIN PLANTER IN ::,,_ --+-+--Uy 1 7 j EX I ST I NG CONDIT I ON --.,_,. . • rt'-Ql--f'-H+f-+~c::t!jj v "' ~' REMOVE EXIST SLOTTED PIPE. INSTALL 1 Lf 4' SLOTTED PLASTIC PIPE, SLOPE AT I.Oi MIN. CONSTRUCT GATE SEE DETAIL rPLANTER WALL / SEE DETAIL ·- ' 'I • ' ' I V 1 PLANTER WALL _SEE DETAIL MAINTAIN WOODEN PATIO COVER IN tXISTING CONDITION 80 LF ◄' PLASTIC PIPE UNDERDRAIN SLOPE AT 1,07. MIN TOWARD EXIST PVC DRAIN PIPE, SEE PLANTER WALL DETAIL, Lao1N EXIST PVC DRAIN PIPE 5 SF 4' SLATE BORDER TILES SEE SLAB DETAIL REMOVE CONCRETE SLAB AND CLAY PAVER TILES, PLACE 3' CONCRETE SLAB ANO 450 SF 12' CLAY PAVER Tl~ES. MAINTAIN EXIST GRADES FOR POSITIVE DRAINAGE. SEE SLAB DETAIL, RETAINING WALL SEE SHEET R-1 HARDSCAPE PLAN SCALE I • •5' "O' 12' CLAY PAVER TILE CAP ◄' SLATE BORDER TILE STUCCO FINISH TO WEEP SCREED MASONRY BLOCK WALL REINFORCE AS TYPE 68 WALL CONSTRUCT 30' x 36' WROUGHT IRON GATE WITH SELF-CLOSING HINGES ANO LATCH MATCH EXIST-----.... FINISHED GRADE I' EXPANSION JOINT "' ' C CONTINUOUS GRAVEL TRENCH WITH FILTER FABRIC ALL AROUND 4' PERFORATED PLASTIC PIPE UNDERORAIN RETAINING FOOTING CLASS A CONCRETE <RETAINING WALLI PLANTER WALL DETAIL SCALE I'• I' -O' I SF 4' SLATE BORDER TILE CONSTRUCT ON EXIST STRUCTURE FOOTING IS COUNTV ROUTE: 11 SD 5 R44.9/R45.9 I 16 REGISTERED CIVIL ENGINEER Pt.ANS APPROVAL D.t. TE: CITY OF CA~LSB~D 2015 lAS PALMAS DRIVE CA~LSaAo, (A 92009 BOYLE E~GINEERl~G ~ATIOI< 7807 CONVOY COURT. $UIT£ ioo SAN DIEOO, (A 9Ztll ..@~, ' MICH&fl at" I Mo.. '.'lcUii' •-== ~ti OF c~~ MINOR CONCRETE<MISCELLANEOUS CONSTRUCTION! WllH 6>6 WIRE MESH ANO EXPANSION JOINTS 10' C-C BOTH WAYS 12" CLAY PAVER TILE 4' SLATE BORDER TILE TRIM FINISHED GRADE SLAB DETAIL SCALE I'• I' ·O' I I I I I "'""'"'" I • CONSTRUCT MASONRY BLOCI<. ANO STUCCO FINISH WALL SIMILAR TO PLANTER WALL DETAIL FINISHED GRADE ~---------: ____ f JOIN RETAINING WALL FOOTING RETAINING WALL PLA'N CLASS A CONCRETE (RETAINING WALL! CONSTRUCT GATE DETAIL SCALE 3/4'=1'-0' SCALE AS SIIOWN R-3 1 • I I '. • • • • ,._ ., 0 w "' ;> w o; 0 "' "' ;> ., o; ... ,_ .. " ,_ Ill % I-<> .. " -ffi :z: ; ,c .. Is "' :IE .. 0 a, !, -.. -~ z -I"; ~ -z ~ ~ !;l .. Ill ~ ~ .. i ~ .i-, ... -"' -"' • 129,61 I 4. 11 ..J a..,_ ..J ..J .. 11>..J-~-<-< U>>(jlel-N ,._W WI ♦ :llil:-00:: NZU t--01.&Jt-f'-0 ...,.I 1-i-1 :;I: -"")mtntn 86' FINISHED GRADE , OR.I GI NAL GROUNO ELEVATION SOUND WALL !MASONRY BLOCK) 129, 42 123.92 64,80' LT 1772•76 "PL' TO 52. 75' LT 1773•62 'PL' HORIZ 1"•20' SCALE VERT 1"•4' CONSTRUCTION 1 I I 4. 08' 129.42 123.92 FINISHED GRADE ORIGINAL GROUND I 3, 92 ELEVATION SOUND WALL !MASONRY BLOCK) 52.75' LT TO 48,92' LT 1773+62 'PL" HORIZ I' •20' SCALE VERT I " •4' EASEMENT I r ' I 2 '4.80' T 177 •76' BEGIN SOUND WALL LO~ JO IN EX I ST SOUNO-ll'ALL ' I -, fXJ;:1"_.WAH-:f.O"REMA IN - CITYl;✓-W -·-- •• I I PLAN SCAI.E I" •20' BRICK CAP •5 CONT o I EACH BONO BEAM ~,~ "' ..J "' ' •5 Q 32' oc ;-.., • I I FINI SHED I GRADE I 21' 1./IN 2, I I.IAX ~ 1ST COUNTY AQUTE 11 SD 5 A[OlSTERCO CIVIL EMGINtER Pl,...0.1$ APPROVAL DATE CI TY OF CARLSBAD 2015 LAS PALMAS DRIVE CARL$8AD, CA 92009 BOYCE ENG I ~EER I NG CORP011A Tl 014 7807 CONVOY COUAT. SUITE 200 SAN DIEGO, CA 92111 NOTE• I, WALL SHALL BE 6".i6" SLUMP BLOCK, WITH PAINT, BRICK CAP, BONO TYPE, ANO JOINTS TO MATCH EXISTING TYPE IA RETAINING WALL "-{ e (J " "" . -"' <b -0 -"/ --/ ---, Ld TYPICAL SECTION SOUND WALL !MASONRY BLOCK> NOTE, FOR DETAILS NOT SHOWN SEE STD PLAN B3-1 I 64, 80' LT 1772•76 "PL' TO 48.92' LT 1773•62 "PL" SCALE 3/4"•1'·0' CONSTRUCTION EASEMENT I/ . '::--L I si:'is< UT 1773•6 •p I• w 0--i --···· ----·-------"----w------------~-w-----, • I ! CITY R/W 1775 GROUND I EGENP ---RW-RECLAIMED WATERLINE lllllllllfltlf STATER/WAND ACCESS CONTROL I I I I I lg END STATE ACCESS CONTROL -~----WALL LOL WALL FOOT I NC SOUND WALL PLAN SCALE, AS SHOWN SW-1 • • I I PLANT LIST AND PLANTING SPECIFICATIONS , lo I 51 cQI.INT'W' 11 SD AEQ1$TEREO CIVIL ENGINEER PARCTEC 6165 GREEN~ICH DR. SUITE 200 SAN DIEGO. CA 92122 t LANT QUANTITY HOLE BASIN IRON SOIL COMMERCIAL PLANTING LIMITS S LANT p SYMBOi BOTANICAL NAME COMMON NAME SIZE SIZE TY SULFATE AMEND FERTILIZER(i) MULCH STAKING "INIMUM n1 •••> 1 ON REMARKS Iii : GROUP NO EACH OIAOEPTH PE (i) (i) PLANTING PLT ESTB CD r:Av~ Pvmt'"ENCEWAU!;f¥f~of~t~ ~~!fR s ~l---i~---1-f~:~:~~~8--1--------------+------------+----l----..-f'C..:::,P:....:.:;l---+-=-+-"''---f-===i;..,,..:.....:=~--+----f-l!.!il.f--l--l-~il.!.!a:!Jl~!..!<!liµ!;,l,,i.4--------~ : ~ I I:. 6Gf1PANTHUS AffilCANUS LILY OF Tf/E NILE I GAL 36 @ @ I 1 (D (i) Y,lb ½lb 1.5 CF --6' 6' 5• 6' 8 @ SHRUB r i "' .. ' "' .. "' u A 2 3 5 6 T Gl filiJiONIA '.BJ.&HMONOENSIS' • .EJ,1';ALYPTUS "1.A[)OCALYX ( o ) EUCALYPTUS fil_QEROXYLON 'ROSEA' 0 IJ!!IOPE Ml!llCARI 111111111111 TRACHELOSPERMUM filAT, CUM OX) raALLON rA FRAOES 11 BEGONIA I GAL 7 ® (j) (i) SUCAR GUM I GAL 25 @ ® RED IRONBARK EUCALYPTUS I GAL 143 BIG BLUE LILY TURF I GAL 9 STAR JASMINE I GAL 320 ESCALLONIA 5 GAL 5 4 ½ I b ½lb I, 5 CF 6" 6' 15 17 2 SHRUB ½lb 1,5 CF 40 -20 20 15 17 30 TREE ½ I b 1,S CF 30 -15 IS 15 17 25 TREE ½ lb ½tb I, 5 CF 6' 6" 15 17 18' SHRUB ½lb I, 5 CF 6' 6' 15 17 18' SHRUB I. 5 CF I I 8 10 SHRUB 3 l!! -..... 0: - 8 5 GAL >-1----.l----1----------+--------+----+---+--+--+--+--+----+----+-~+--+---+-+-+-+-+--...c~4---1---------l ■ CREEPING FIG ½lb ½tb l,S CF 8 10 @ VINE "' :z: i'; ,c z _, ~ :E B ., " co F • K T u • 9 0 GARDENIA filMINOIDES 'VEITCHII' GARDENIA 10 0 t:!M:!DINA Q.Q!,!ESTICA HEAVENLY BAM800 II OISTICTUS BUCCINATORIA BLOOD RED TRUMPET VINE 12 !2ilOSPERMA &.J!.A WHITE TRAILING ICEPLANT 13 !,_Q!,!ICERA ~ONICA 'HALLIANA' HALL'S HONEYSUC~LE 14 SOLEIROLIA SOLE I ROLi I BABY'S TEARS 15 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 16 CT) TURF 17 • £M,1ELLIA ,!Af:'.ONICA'KRAMER'S SUPREME' CAMELLIA 5 GAL 3 5 GAL IS 5 GAL 13 IN FLATS 2335 FLAT PLANTS IN FLATS 869 FLAT PLANTS IN FLATS 340 FLAT PLANTS 24' BOX 12 TURF SOD 65 SO, YO, 15 GAL _ NONE REO'D @® NONE RE:O'D NONE RE:O'D NONE -REO'D 4 CF ½OF PEAT MOSS ½lb ½tb ½ lb 2 lb ½lb ½tb I.S CF Y,lb 1,5 CF ½tb 1.5 CF 15 lbs/ f.5 CF I 000 sf /SQ, YD 15 lbs/ 1.s CF I 000 $f /SO. YD 15 lbs/ 1.5 CF I 000 sf /SO. YD I lb 4 CF IS lbs/ 1.5 CF I 000 sf /SQ, YD, ½tb 1.5 CF APPLICABLE WHEN CIRCLED• LEGEND O· QUANTITIES SHOWN ARE "PER· PLANT" UNLESS SHOWN AS SOYO OR SOFT APPLICATION RATES @ • SUFFICIENT TO RECEIVE ROOT BALL 3 · DOES NOT APPLY TO MULCH AREAS 5 • UNLESS OTHERWISE SHOWN ON PLANS @ • SEE DETAIL (f)-SEE SPECIAL PROVISIONS @· 3 TIMES WIOTH. OF ROOT BALL EXISTING TREES.AND SHRUBS EUCALYPTUS RUOtS· (3)EXISTING TREE TO REMAIN '- EUCALYPTUS CI TR I ODOR A ( 4) EX I ST I NG SHRUB TO REMA! N '- 8 10 @ SHRUB 8 10 @ SHRUB 8 10 @ VINE 6' 6' 6 B GROUND COVER G" 6' 6 8 2 GROUND COVEii 6" 6' 6 8 8' GROUND COVER 5 5 5 15 © TAEE TURF <SOD) 6' 6' 6' 6' 8 10 @ ESPALIER NOTE• PLANT LIST UNDERLINED PDRTIONS OF BOTANICAL NAME INDICATE ABBREVIATIONS USEO ON PLANTING PLANS 0 ,_ m w "' > 0 w w 0: "' w > I-w 1l 0: I-"' .. ' .,. ~ 0 ',_ >-om w m 1-<> 0 ..... .JZ w '"" ,, u-u .,., w .. w I u Q u I-Ill :r ~ "' "' ~ -0: :c .., i; ~ z _, "' :I ;;; .., 0 (I) i!5 ~ ... I ;;:, ~ ~ ~ "' ~ = .., ~ :,;I ... z ~ 'cc :.; i ' '-' ~ "" ~ ... ·-~ = • ~/- Ii ; \ / \ ""\ I I I I I I \ I I I 175 , • p • 0 0 1155 7 8 9 POINSETTIA LANE ., \, ,' ,, . ' I , I ' I ' I I ,o I I I I 1 I I ! . I ----✓----. / I 1 1 I I ' :' ;-= :::...I,-. -"'""-""" .;;,=-.=-. .-··, O 0 IS C:Ot,1N1"Y 11 so REGIStERED CIVIL ENGINEER PLANS AP~ROVAL D~TE CITY OF CARLSBAD Z07$ LAS P~LMAS DRIVE CARt$aA0. CA 92009 PARCTEC 616S GREENWICH DR. SUllE 200 $AN 01too, CA 92122. I <-----..c....:..;.~='-'-----------1 . "' "' + I ,.., I "' ,.., toj ... ' a. ::i: <{ I-I-"' w w w ::i: \\, ~-, e ~ --. :z "' t'~-== =.r=--== =-_,. . .., . .--...,..,..,,,,..IIC"'P...,;::;,,..._ ---..-.rr-.~"'= =-_.,,....,,..cc-----·=-=-=-~ .-,. ... ~•..:> f'~ \:, ?> 1760 2 ,.----10 L F MOW CURB-SEE SHT. HP-9 OET. A 3 MAO ORA 8 EUC SID 5 ESC FRA 480 SO FT TURF ..J w w ::i: "' 3 u I- <{ ::E PLANTING PLAN 'SCALE• 1"•50' HP-2 • • • • if, t fl "' Q i:i "' 0: "' "' :,. !;, "' 0: " ~ II': <J , .. >-fl'" .. ~i fl >< <>-.., -"" "' ..... ,: '"' u i ~ ., I- "' -"' :i: l'; ,( z ... : :I .. D Cl) i5 ;:: ... -; ~ ~ -"' '.!I! -"' "" 0.. = "" "" i ~ ~ 15 i ~ .., -.. -"' • • "' "' ♦ ,.., IP ,._ ' -Q_ ::c ... I-I-"' ,.,_, ,.,_, ,.,_, ::c z "' ...J ,.,_, ,.,_, ::c "' u I-~ 16 EUC SID 1 EUC CLA 1765 6 EUC CLA 0 oA\ J \ ~\ <e\'.:, '\, ◄3 EUC SID ◄ EUC CLA 11 EUC SID ◄ EUC CLA ◄ l.iAG GRA 869 FLAT PLANTS LON JAP H 2 3 3 EUC CLA 11 EUC SID IS COUNTY ROUT! To~i tfs 11 SD 5 R44 AEG1$TERED CIVIL £,NGINEER PLANS APPROVAL DATE CITY 0F CARLSBAD 2075 t•s PAtM.IS DRIVE CARLSBAD. CA 92009 PARCTEC 6165 GREENWICH DR, SUITE 200 SAN DIEGO. CA 92122 • T PLANTING PLAN SCALE• I• •50' HP-3 • C w >-.. .,, ,. C w "' 0: .,, w ,. ... "' "' 0: C • .. "' ,., ,,. t cm "'a ... w 0 ""z w :lo " u~ u --"" w ~~ I u .. w I I-D ;;, I--0: :c "' ~ ,c ..I z " ;;, :E "' 0 ., i'i ... -... • ~ e, z -"' >-- l,s ... z ~ ~ l!J = ... i ~ -" -i ... ~ "' • ... -... "' ol!, I I \ ~ \ } "" ANTI-SYPHON MANUAL CONTROL VALVE CHAMPION PAAGBB--075 (3 TOTAL) 3/4' SIZE. SEE DETAIL BIHP--10 EXISTING I" WATER METER CONTRACTOR SHALL VERIFY LOCATION ANO SIZE EXISTING IRRIGATION CIRCUIT (MAINTAINED 8Y H.O.A.I TO BE REINSTALLED AS SHOWN. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING GATE VALVE. REMOTE CONTROL VALVE, MAINLINE ANO ELECTRICAL WIRING PRIOR TO INSTALLATION ANO OR HOOK-UP TO EXISTING SYSTEM. I I I I • CONTRACTOR SHALL REPAIR OR REPLACE EXISTING IRRIGATION SYSTEM IN THIS AREA IF DAMAGED OR DESTROYED DURING CONSTRUCTION.--, . CONTRACTOR SHALL VERIFY LOCATION OF EXISTING P.O.C. AT REAR OF HOUSE FOR CONNECTION OF NEW SYSTEM. CONTRACTOR SHALL SLEEVE UNDER PAVING PRIOR TO HARDSCAPE INSTALLATION. r;:----------1 I , r----------- ' I I I I I EXISTING I ~--1 HOSE 81B8~ I ' EXISTING )/4' MAINLINE I ~----.._VERIFY LOCATION I 31◄·--a.01-----~ 314• --e. 2s &-,,Ji., ... ◄-"' \.. ()--()--15. 111--------,_ ~~ .... 314•--6.30 -- EXISTING LAWN TO REMAIN CONTRACTOR SHALL REPAIR OR REPLACE LAWN DAMAGED OR DESTROYED DURING CONSTRUCTION WITH SAME TYPE--~ EXISTING DECORATIVE LODGEPOLE ORDER TO REMAIN, REPAIR OR REPLACE IF DAMAGED DURING CONSTRUCTION.------,. 3/4" IRRIGATION PLAN AT RETAINING WALL SCALE I" •8' -0' I I I I EXISTING PLANT MATERIAL TO REMAIN, CONTRACTOR SHALL REPAIR OR REPLACE EXISTING PLANT MATERIAL DAMAGED IN THIS AREA DURING CONSTRUCTION WITH SAME TYPE ANO SIZE. RELOCATED EXISTING PINUS CANARIENSIS Cl TOTAL) CONTRACTOR SHALL VERIFY LOCATION AND SPECIMEN TO BE RELOCATED WITH LANDSCAPE r;:---------- 1 1 r---....:~--"'""------, I I I ARCHITECT PRIOR TO DEMOLITION,----,, I I I I I ._ __ / EXISTl~G REDWOOD HEAOERBOARD TO REMAIN REPAIR OR REPLACE IF DAMAGED DURING CONSTRUCT I ON 13 015 BUC 320 TRA ASI _..,.,,. • • • I I I I CAM JAP 7 BEG RIC PLANTING PLAN AT RET41NING WALL SCALE I" •6' --O' COUNTY FIOUTE so 5 REOISTERED Cl~ll ENQINttR PLANS AF'PROV,t,L l),t,fE: CI TY Of CARLS8AO i07~ LAS PALUAS ORIYE CARLSaAO. CA 92009 PARCTEC 6165 GREENWICH DR. SUIT£ ZOO $~N Ol(GO, CA g2122 LEGEND EXISTING TREE TO REMAIN EXISTING SHRUB TO REMAIN NOTES• I. SEE BOYLE ENG. DWGS' FOR LAYOUT OF RETAINING WALLS, RAISED PLANTERS, ANO PAVING. 2, CONTRACTOR SHALL IMPORT TOPSOIL INTO RAISED PLANTERS AS NECESSARY. FINISH GRADE SHALL BE 2' BELOW TOP OF WALL- 3. CONTRACTOR SHALL INSTALL 1--1/2" LAYER OF PEASIZE (l/4'--1/2"1 BAR~ THROUGHOUT ALL HEW PLANTING AREAS. J" 9 LIA MUS 15 NAN DOM 4 FIC PUM 145 SQ FT SOL SOL PLANTING PLAN SCALE AS SHOWN HP-4 I _____ / • ,. ., Q .. .. > .. a: • .. :,; " .. a: "' i; ,: " .. "' " ~ ,_ ~ • ~ :!; "" ,_ l's ,_ = ~ = .. ~ ., g ~ .... .".i l's ' .., • ,_ ., -.,, ,~,//ii 0 w "' > w a: "' .. .. " Ill ... ... -:c ,c ... :IE • i .... 0 0 ♦ ,,., ... u> ... t 0. :r < ...... VI W ..... ..... :r ;z: VI ..J ..... ..... ;r VI u ... < ::::E I , I / i I I I I I I ' ·-~-------------------------------------------- • 3/◄" , __ 3/◄" = --0 COUNtY ROUTE so 5 R4 REGISTEREO CIYI~ ENGINEER PLANS APPROVAL DATE CITY or CARL$8AO 2075 lAS PAlMAS DAJV£ CAR~$BAD. CA 92009 PARCTEC ~f6$ G~(NWICH OR. SUit( 200 SAN DIEGO. CA 921l2 RIW \ --· .•. --------------------------- '--ocv "9 ____ 7Tim. ____ ,_ft T --r _______ --.----____ ....-____ 7711, __________ -r ----~ .,...-----.- pt! r------,"'\ 1! • M 0, .f R/W ,..-,,tr IRRIGATION REMOVAL PLAN SCALE• I• •50' HP-5 • " >-"' w "' " > w w "' "' w > .. w "' "' " • .. "' "' '-"' ~ u ~~ >-CD .... " .JZ w :, " " u-u .JV> w .. .., :,: u<> " I;; w " I- ;;; I--l5 :c i ,( z ... " ll ., l'l ., i5 !:. • i -"" 0---- ~ I !ill fll -"" ~ ~ -' -i u ~ = • 0-----ti i> .,,., 1111 ""f;7' ~ !: ;., 4 "' IT65 / \ \ \ \ \ \ \ \ \ \ _\ \ \ \ \ \ \ I~ \ ~ .PO I NSETT I ~ \ \ LANE 7 ••' 1\ 8 ■ , "' 2 1/2' 1770 .. 7 L. I $ COUNTY AOUTt ':N,~ sW.1 A}! I I SD 5 R44, 9/R45, 9 123 R£CISTERED CIVI~ ENGINEER PLANS APPROV,t,L D"Te: CITY Of Ci\RLS8AD 2075 LAS P~L~AS DRIVE CARLSBAD. CA ~2oog PA.RCTEC 6165 GRE~NWICH OR. SUllE 200 SAN DIEGO, CA 92122 --CONTRACTOR SHALL REMOVE IRRIGATION HEADS ANO LATERAL LINES FROM THIS AREA AS NEEDED, CAP OFF ~XISTING I RR I GA TI ON .SYSTEM TO REMAIN. \ 2 177 " .,,. 1/1 .., 0 FC .. C, .., ,... ~ --1 .., IRRIGATION REMOVAL PLAN SCALE• I' •SO' HP-6 • • • ' l • j . ;~i1t Q ,,. ID .., .. Q > ... ... .. « .., > ... ... .. "' " ,_ "' .. ' .., "' "' Ll ,ii;; ,,. l!'o ID ..... Q .JZ ... '"" " o-0 .J<I> ... .,.., ,: oo <.> Ill I- ., l- o: -"' :z: i; ,c z .., " ., "' 0 i5 ~ ~ ~ z -"' -~ ,_ = ~ ":, !;l -= l's "' ~ .:'I ~ ~ ... t,; co i • R/W ---~------~-----~------~---, • J 0 0 • ---------· ----------------------------------------------------------------------------... "' "' .... ' D. ::I: .., ...... v, UI UI UI ::I: z V, ...J UI UI :I: VI u ... ~ 1$ COUJ,ttY ROUTE ti SD 5 REGISTE~ED CIVI~ £HGINEER CtTY Qr CARL$&AO 2075 LAS PALMAS O~IVE C4RLSB~O, CA 92009 PARClEC 6165 GREENWICH DA. SUITE 200 SAN OIECO. CA •21z2 IRRIGATION REMOVAL PLAN SCALE• 1 • •50' HP-7 , .. 0 ► ... m .. •. , Q > ... w 0: ., "' > .. "' .. "' Q • .. ,,, .. ..... ., l'i u , .. ~ om ... .. o Q ..... .JZ "' ::>!> "' u-u .,., w ..... :,: uo u !;: Ill "' I-., I- 0: -"' :z: ~ ,c 3 _, ;;; lE !i .. " 00 fl> ~ 1750 •PL• 6 POINSETTIA i!i ;o !;; ,. i r • i'5 :::, b I= ~ ~ .. !!it ~ "" ~ "-~ .. . I _, .:! j IS • to' ;! ~ .... 7 LANE ~1 r .\ 11 "' 'I 4 ,::, .. i ,. 4 IS COUNt'Y ROUTE fl SD 5 AtG1$TERED CIVIL ~NGINEER ,,,---' --I ~ I F 2 CONTRACTOR SHALL CONNECT PLANS APPROVAL DATE CITY Of' CARLSBAO 2075 lA$ PALMAS ORIVt tARLSBAD. CA 92009 PARCTEC ijlGS GREENWICH OR. SOITE ioo SAN DIEGO. CA 92122 ,,-----t CONTRACTOO SHALL CONNECT PROPOSED IRRIGATION H£ADS IN SHAUB/GROUIIDCOVER AREAS TO EXIST INC IRRIGATION LA•N ANO SHAUB/GIIOUNDCOVER CIRCUITS AT SHOf'PINt CENTER. "' "' • "' U> O> .... ' 0.. X ... I-I-"' w w wx z "' ..J w w x,n 3 '-' I-... :!' P~OPQSF,D IRRIGATION HEA0$ IN LAWN ANO SHRU6/CROUNOCOV[R AREAS ro EXISTING IRFUGATION 1,,AWN AND SHAl,J8/CROUNDCOVER t 1 RCU I I$ AT SHOPPING CENTER • . IRRIGATION PLAN SCAL[t 1 • 1150' HP-8 • 0 >-ill ., > fl .. .. 0: "' r:; ,_ .. 0: Q • '" ' .. .. !'i ;;;!i; !ii ~fl 0 5;!; .. " u-u ., .. .. ,<W Q uo .. Ill :,: .. "' .. .. -a: :c l:! -.: 0 ,J z "' a ., "' 0 co !i -.. -• ~ :ii = -15 § '.:: e, Q .. Ill ~ ;3 i 15 • "" • -;:! = .\\' • : ToT: • I' -A-5-6 l'GV___., F "' rJ!, N ♦ t"I ~~, "' "' =-I ,... I I -a.. ::c / EXISTING 2' YIM 2' BPA . \\ "A' -18 STATION' 6 STATIONS USED• ii, -.:.:\:: ,}- \\- '\ "' - 1765 \'?,_c / '\ . '"-"' 8' WSP IRRIGATION CROSSOVER ___,..-\.,,, CONTRACTOR SHALL EXTEND EXISTING '\ CROSSOVER AS REQUIRED.CONTRACTOR SHALL TEST EXISTING FACILITIES PRIOR TO INSTALLATION OF PROPOSED SYSTEM. REPAIR OR REPLACE AS NECESSARY. 6 6" WSP , s cOUNn I ~ #-CONTRACTOR SHALL EXTEND EXISTING 11 SD 5 R44, 9/R45. 9 126 CROSSOVER AS REOUIRED. ' I:! REGl5T£A£P CIVIL £NGINE£R P~AM$ APPROVAL DATE CITY or CARLSB~D 20l$ lA$ PALMAS ORIV£ CA~L$8AO. C~ 9200g PARCTEC 6165 GREENWICH OR. SOlTE 200 SAN DIEGO. CA 9212l IRRIGATION VALVES SHALL BE CONNECTED TO EXISITING H.O.A. MAINTAINED IRRIGATION ,------... SYSTEM. .1-1/2-<>-<>-39 "' 1-0-0-14 I R/'jj ,J I ,J \ . I ,, , ] .. i~ I i ~ I' -A-2-4 ~------._(....'..:! '_::-A~·:.:3 :_';I 2:....) CONTRACTOR SHALL EXTEND EXISTING CROSSOVER AS REQUIRED.CONTRACTOR SHALL 2 3 --:-:....4---_ _1 __ · ____ J_,---:,, "''"'''''-·rlc . . -. -'C' ~ I NOTE• I I b I I CONTRACTOR SHALL TEST. EXISTING CROSSOVERS PRIOR TO INSTALLATION OF PROPOSED IRRIGATION SYSTEM AND SHALL REPAIR OR REPLACE IF NECESSARY. TEST EXISTING FACILITIES PRIOR TO INSTALLATION OF PROPOSED SYSTEM. REPAIR OR REPLACE AS NECESSARY. IRRIGATION PLAN' SCALE, I" •50' HP-9 'i • ,, •I • • • '·'/. ~;,.;' >-s ., "' @ > w 0: '" w > ,_ w .. 0: " ,_ "' .. ' .., "' 0: ... .it >- ~" ., .... " .JZ w ::,<> " o-0 -'"' w "'"' :< u<> u ,-Ill 3 ~ .. ~ 0: -w :c > ,c 0 ... ii :Iii .. ~ Cl) l!i ~ ~ !2 -e; i>!5 -i ~ ll1 .. ~ _, -i '-' i>!5 w ---"' SPRINKLER SCHEDULE PLUS/MINUS 5X ,, .. ~ !', DISCHARCI ~ li!w ~ DESCRIPTIQII .. .. s~ "' j ,. ::, .J "' I fi ~ I ,. !a " ii; "' "' .. A Bl SHRUB SPRAl ¾ 30 ':;.: -6'• -.G 15' "' 82 $._RUB SPf?A't Ya 30 I~ -6'• -15' a 83 STRIP SPRAY EST 30 • 30 --4'-14' ■· 84 STRIP SPRAY SST 30 • 30 --4'-14' ■ C2 FLOOD BUBSL£R -30 . 25 --- ti C3 SHRUB SPRAY ¾ 30 u; 0 2'---5' • C3 SHRUB SPRAY Yo 30 . I >" -2'--/ 5' . x, DENOTES REQUIREMENT APPLICABLE WHEN CIRCLED• ©·ARC STOP SHAL~ BE FITTECI WITH A NUT AND BOL , i -VINYL-COATED CAST IRON HOUSING, 3 -SW I NG JO I NTS Jl§OU I RED ADJACENT TO SHOULDERS, C S, SIDEWALKS AND DIKES, 4 -UNLESS OTHERWISE SHOWN ON PLANS. 5 -SEE SPEC I AL PROV I SI ONS, @-PRESSURE COl,\P[NSAT I NG NOTE• ALL PLASTIC SUPPLY LINE WITH 'C-2' SPRINKLERS TO BE o/,' UNLESS I NO I CA TEO OTHERWISE PIPE SIZING CHART .J .. lli li 8/PL BIPL B/PL B/PL PL B/PL B/PL I, PIPE SIZING FOR Bl AND B2 SPRINKLERS (,60·1.75 CPMl "' .. ... .. ... ... ... . " w N ;;; ~ ~ - - - - - - - TO 6 HEADS 9 TO 15 HEADS 2, PIPE SIZING FOR C2 8U8BLERS (,25 GPMl ■ • • • • • • • • • ■ • • I t,· TO 35 HEADS NOTE• PIPE SIZING FOR THE ~IRST RUN OF PIPE FROM THE RCV TO THE LATERAL LINES IS SHOWN ON THE PLANS. iii '~e w .. g .~ ~ z ~ " "' !~ .. .. " "' § 'i 0: ... " ~u ill ~~ .. -"' ~~ 0 ,_ .. " ::;,., ;;; ., ... ,_ ,_ ~~ ~ ~§ .. ii'~ .... " .... " .. V, ----- ½ ----- ½ ----- ½ ----- ½ ----- ½ ----- ½ ----- • 15 TO 25 HEADS ■ • ■ • ■ RISER t ,_ ~ !;; UATERIAL z " ti g; ~ 0 "' "'"' .. .. .. REMARKS " !;; ..,o iit' "' .J t; ... ~ ~ :,: ~~ w "' > ;;;l: I!: .. l:J ~ .. .. l,? 'fl'_ ., .. -,_ ~ ;;; e, ._ I X -½ -111 --©. 6' RISER I X -½ -111 --G' POP·UP I X -½ -11 I --@ 6• RISER I X -½ -I II --6~ POP-UP I X -½ -111 --©.s· RISER I X -½ -111 --©,s· RISER I X -½ -111 --6' POP·UP - ABBREVIATIONS F a FULL CIRCLE L • L£MGTH OF COVERAG( p • PART CI ftCLE FT • fEET/F'OOT F/P I FULL/P~RT CIRCL£ IN • INCi-iC£.$) Q i QUARTER CIRCLE GPM , GALLONS PER MINUTE T I THIRD CfRct..E GPH , GALLONS PER HOUR H • HALr c, RC:LE ADJ • ADJUST ABLE TT ■ TWO THIRD CIRCLE PL I PLASllC: TO ■ THRt£ OUARTER CIRCLE 8/8 , BRASS/BRONZ.£ CST ■ CtNTER STRIP B/PL • flRASS/PLAST re SST ■ SIOE STRIP 8/8/PL• BRASS/SROl'ZE/PLASTIC EST• END STRIP NPT , NATIONAL PIPE THR£Ab PS I ■ POUNDS PER SQUARE INCH IPS , IR011 PIPE SIZE w I WIDTH or COVERAG( FG ■ FINISHED GRADE ·1 ....... I ' > 35 HEADS "' d "' IS COUNTY Routt 11 SD 5 0 @ @ © @ REG!STER~D CIVIL tNG!NttR PLo\N$ APPROVAL DATE CITY OF CARLSBAD 2075 LAS PALMAS DRIV£ CARLsaAO. CA 92009 PARCTEC 6165 GREENWICH DR. SUIT( 200 $AN OIEGO. CA 92122 ~2?2¥ ~-c~~Svf6~1i~fANSION JOINS 20' 0,C, M4. Ni f ~EfAR CONt L ~ 2 T SPLI ts RADIUS II,' 7YP. FINt C~~ 1¥~ MINN COMPACTED SUBORAOE UNO R IP O LY, I' AJ L~a~A AND 2" A G VER ' ., @ CONCRETE MOW STRIP 2 ®7 I. ANTI-SYPHON VALVE ASSEMBLY l!. FLOW CONTROL HANDLE _, 3. PVC SCH 80 NIPPLE <LENGTH AS REO'Ol ◄• PVC SCH 40 ELL IS X Tl 5 . PVC PRESSURE PIPE . 1 6. PVC NON-PRESSURE PIPE 7. HEIGHT TO BE 12' ABOVE HIGH~ST OUTLET ON SYSTEM 8 . SEE SPECS. FOR DEPTH ® 9, SEE SPECS, FOR DEPTH 10. FINISH GRADE II. COMPACTED SUBGRAOE 12. GALV. STEEL TIE, PUNCH LOK, ETC 13. NO. 3 REBAR SUPPORT, LENGTH AS RE01 0 .. 12' MIN, 14, WALL/WALK ANTI-SYPHON MANUAL CONTROL VALVE SPRINKLER SCHEDULE HP-10 I I I I I I • • • • e/Jiie 0 w ► ., .. > <> "' w "' ., "' > I-w .. 0: 0 ,. Ill ~ .. .. !: a: ,: l -c z ... "':Ii ., ., " ., 5 -.. -I!,; ll-1 ;;, <>< -:,,, -= ~ <>< ... ~ I-!: ... z !!\ ~ ,;;/, i V ~ w -;:! ..,, .... -kr-1 o· 5 18' TO PULL BOX CONSTRUCTION LAYOUT 60" 7•-,,t-21 • 21 • + t 3 B • 5 C C ; • • •• ,. ,. ,. ,. .. ® ~ • .. .. 6•· ELECTRICAL LAYOUT ® POWER SUPPLY UNITS ITYPE·II 11' CD 4 . 4. . . @"· . . z . -ti,. -• ii, . .. 1-.---~ 21 ,, ___ _ V G CALL OIM(NSIONS AR[ SHOWN IN INCHESI NOTES CONSTRUCTION IS COUNTY ROUTE 11 SD 5 R44,9/R A£~1$T£R£0 CIVIL ENOIH££A PLAHS Af'PftOVAL DATE: CITY Of CARLSBAD 207$ LAS PALMAS D~IVE CARL~BAD, CA 92009 (!) CONTROLLER ENCLOSURE CABINET, PARCTEC 6165 GREEN¥t1CH OR. SUITE 200 SAN DIEGO. CA g2122 © 0 e:, PCC PAD ANO FOUNDATION, 1-1/2• X 1-1/?" XI/~• GALVANl?ED STEEL ANGLES (CA81NET FRAMEJ. 1·1/2' X 3' X 3/16' GALVANllED STEEL CHlNNELS !PANEL SUPPORT WITH 3/8" CAOMIUM-PLAf£0 NUTS WELDED TO CHANNELS AS SHOWN,. l/◄• EXl£RIOfl: PLYWOOD PANEL (SECURED TO CHANNELS WfT~ CA(}MIUW-pt_AT£0, FLAT ~EAO~ STOVE 80LlS). 1-1/8' XI' X 1-1/2' X 3/16' GALVANIZED STEEL ZEE PANEL STOPS <WELDED TO C-ELS). 1/2" OIAM(trR. a• LONG. ,. HOOK ANCHoR 80LTS (WITH WASH£Rs,. 12 GAGE GALV~NIZED FLAT S1E£L S1-1££1 U)OORS AND COVtff)f 1·1/2' X l•l/2' XI/◄" GALVANIZED STEEL ANGLES !DOOR SUPPORTS!. HEAVY-DUTY EXTERIOR, PADLOCKABLE, DOOR HANDLE WITH 3·POINT LATCHING MECHANISM. 3• X 3• EXTRA-HEAVY GALVANIZED WROOGHT STEEL, FULL SURFACE. FAST SPUN PIN, NOT SWAGED NINCE !WELDEQ TO CABINET), @ 1/8' DOOR GASKET • @ 114' X ◄' X ◄' TRIANGULAR STEEL ANCIIOR BOLT PLATE IWELOEO TO CABINET FRAME) • MISCELLANEOUS 43} COVERED UNDER SECTION IO·Z, 'IRRIGATION SYSTEMS,' Of THE SPECIAL PROVISIONS. @ ® © @ © ® © ® (!) Q.) ® ELECTRICAL IRRIGATION CONTROLLER !SECURED TO WOODEN FURRING TEES AS SHOWN ON THE PllNSI, (SEE 43) I POWER ON-OFF SWITCH, DUPLEX GROUND FAULT PROTECTED RECEPTACLE IN TYPE 'FD• CAST BOX, WITH LIFT COVERS, NENA 3R ENCLOSURE WITH 2 15-AMP, l·POLE CIRCUIT BREAKERS (IZOVI, 5/8' X 8' LONG COPPER GROUND ROD !FOR POWER SUPPLYI, I' RIGID NOii-METALLiC CONDUIT <POWER SUPPLY 120VI, 3• RIGID NON-METALLIC CONDUIT !WITH SWEEPS!. !BUSHINGS REOUIRED), 4' X 6' ELECTRIC GUTTER. ISCREW ON SIDESJ WITH 30 AMP, 3oov FUSE BLOCKS FOR,,~· X t-1/◄• rusts WITH,,~· O+C* TERMINALS. N0.5 ELECTRIC PULL BOX. 2' X 2' ELECTRICAL GUTTER !SCREW ON SIOESI. 22' X zo· X a· N[MA TYPE 3R POWER SUPPLY ENCLOSURE IFOR TYP[-1 OR TYPE-II, POWER SUPPLY UNITS! • @ 1-1/2" RIGIO NON~METALLIC CONDUIT1 ORV CAP 80TH ENOS IFUTUR( US£) • @ CONTROLLER GROUND ROD !SEE© I. @ CONTROLL£R TERM I HAL STRIP COVER+ @ 3/◄' X I ◄' CUT-OUT SLOTS IN GUTTER. ® z• X 3' WOODEN FURRING TEES !SECURED TO PANEL WITH 1•1/2' GALVANIZED WOOD SCR[WSI, APPLICABLE WHEN MARKED □@ CONTROLLER POWER S\IPPLY <FOR TYPE-I AND TYPE-II, POWER SU!'PLY UNITS! • !SEE(!) I □@ SURGE PROT£CTOR <FOR TYPE·I, POWER SUPPLY UNIT!, (SE[([, I 0@ REIM.HE TRUNKED RADIO <FOR TYPE·l 1, POWEn SUPPLY UNIT!, !SEE {3) I □ (!) RADIO POWER SUPPLY (FOR TYP[-11, POWER SUPPLY UNITI, <SEE (j) I 0@ DC FREQUENCY TRANSMllTER ANO POWER SUPPLY. <SEE (j) I 0 © OOM[ ANTENNA, (SEE O I IRRIGATION CONTROLLER ENCLOSURE CABINET NO SCALE !SHEET I OF 21 HP-11 ,, • " " • • C "' ,. "' ., > C W 1:1 "" "' > ,_ "' ., O'. C ... .. .. w :r 1- : 1- ffi z ~ ,c ... 1l ., :E "' 0 • F-F 3/16' ~ ;:T ' I' _L I· 118' 1-- 6 c-c I/◄• X 1/2" SET SCR(W (OUTSIDE PAN(L STOPS ONLY) T I' J_ CL o. 0 ,- 6' ..L. II, E II TOP 111 I 111 : i I 111 er 111 W I 111_~ 7J ~~1 111 ® FRONT (All DIMENSIONS ARE SHOWN IN INCHES! • .. o. 0 D . . r ---H ~.....,_•H H 5 R44, 9/R Pl,..ANS APPROVAi,, OATE CITY OF' CAR~S8AD 2075 LA$ P~lMA$ DRIVE CARLS8AO, CA 92009 PARCTEC 616$ GREENWICH OR, SUITE 200 SAN DIEGO, CA 92122 H-H r 28' , 8 u ,c:::::=====~ SIDE IRRIGATION CONTROLLER CABINET NO SCALE <SHEn 2 OF 2> HP-12 I I' I 'I • C ,.. "' m .. 0 > :;l "' 0: > "' 0: • t: 15 ,,.. ► 13m m .. ., "!,I 0 .. 5.., " u-u ::i::: "' :c UC u .. I :c " • .. 0: ~ z :IE "' .. ti) "' 0 !i !;; • i .:! -:!, ;; '!!I i I!;: .. ~ "" Ei i ~ ... • -.. v; Illa G45.040 FL-78GW< 240V I --:,,: , =-?b: - -~i,- T ~ ~I u • 2•c.:s~ ES,08 H] 120/240V 1aoi-o ■ ,., !l' ., ., ,-- l----------------------------- I <( ------- NOTES GJ F-;-;;;OJECT NOTES SEE SHEET E-4. CONDUIT NOTES & 1 ,,,•c. 2"81 s.11.., £_ 11,,•c;, 2118(S.IL) II)£ 2"8 I S.11.. I l:::,_1 1,t°C, 2"8(Ll .1rJ. 2 "C, 2"8(L I £ 11-.•c, 2"8<Ll /n,. 2 "C, 2"81Ll A .. , .... ,. .,,_;, \ ... ?j:t;'!(H<;l + .,.:it11USWl ...,_ j --' 90' 31-20'Lt.4A-180W LI'S ----:JlOQlE :3 = NIC -- "' '+ "' ., -1.. --.a -➔--- "i-----.J1!!!8!20:'._' ""0::Q_':_ ___ J THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY, ---1160 <( 1ST COUP-ltY ROUT£ 11 so 5 POST MILES TOTAL PROJ£CT 44,9/R45. Wl&m~..-aR Cl TY OF CARLSBAD 2015 LAS PAL.MAS bRIV£ CARLSB.<O, CA 92009 BOYLE ENGlNEERING ~ll0H 1801 CONVOY CWRt SUit£ 200 SAN DIEGOt CA. 92111 l619) 26t◄08D LEGEND <LI LIGIITING <SI SIGN ILLU~INATIOIII ( SW) TEST SW ITCH \ \ ' I I 'r' I UI 1--UI ... ::c ---R"''T"'"" ---.,.. VI ---,,,_,,. ..,_ __ 5 -·-""' = :: l UI _________________ :_=: .. ~ ~ 31-20 LMA-180W LS I I TOTAL HEEt::i. LIGHTING AND . SIGN - ILLUMINATION SCALE 1 "..SO' E-1 • Q >-"" .. "' Q ,.. Ill .., 0: :,. I!! I:! .. Q ., ., • l!!t t .. .. -::: o;:. ., Ii: .. "' u '>->-cm "' m ,_., "'!i/ D "' 5., " u-u ~~ "' :,: u .. a I • .. a: 'l:' 0 z :E " .. CD .. " i5 = -• I ~ ~ !i ~ -!li ~ ... I ~ i ~ ... • -... -"' ;j••· 1 ,,\I"'' IQ NOTES [iJ FOR PROJECT NOTES SEE SHEET E-4, CONOU IT NOTES _& SEE SHEET E-1 _& SEE SHEET E-3 .A 1•1•c, 2a8(LI + 211101S1 + 21114!SWl + 2116!SIGNAL CONTROLLER) + lll ◄(PEUl + 2"81RAMP CONTROLLER) . ii:. 11'"'2:"C. 2"8CLI + 2"6CSIGNAL CONTROLLER! + 31114!PEUl A 11,a-c. 2"81RAlf> CONTROi.LERi A 1 l'l!'C, 211101S1 + 21114!SWI 11:. 1•,,111c. 211101S1 + 21114!SWl .6.,. 2'C, 21110(Sl + 211141SWl + 311141PEUI .A 1 ''l!'C, 2"81 RAMP CONTROLLER I A 11,,•c, 2"61S!GNAL CONTROLLER> + 2"81L l + 311141PEU I m---___ .. , ·,: CONDUIT NOTES (CONTINUED> 11'l!"C, 2"81Ll + 21110(51 + 311141PEUI + 21114!SWI + 2"61SIGNAL CONTROLLER> 11,tC, 2"8!Ll + 211101S1 + 3111 ◄1PEUl + 211141SWI + 2"81RAMP CONTROLLER)+ 2"6(SIGNAL CONTROLLER) 1''l!'C, 2"8(Ll + 211101S> + 61114(PEUI + 211141SWI + 2"81RAMP CONTROLLER I+ 2"6(SIGNAL CONTROLLiRI 11,,•c, 21110(Sl + 21114!SWl I I I I FOR SIGNAL & L IOHTING SEE SHEET E-7 SIG CONT PULL B !SEE SH FOR SIGNAL & LIGHTING SEE SHEET E-8 RAMP CONTROLLER PULL BOX !SEE SHEET E-111 llKl l$t COUNTY ROUTE 11 so 5 Wiae» B.B:mlCAL~ BOYLE ENGINEERING CIJRPOOATIDN 780T CONVOY COURT SUITE 200 SAM Dl£GOt CA. 12111 <Gt•> 268-8080 LEGEND SEE SHEET E-1 ________________________ ____, DR SIGNAL & LIGHTING SEE SHEET E--9 RAMP CONTROLLER PULL BOX !SEE SHEET E-12> = RQDTC 5 = Nii THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY- LIGHTING AND . SIGN ILLUMINATION SCALE 1 '-50' E-2 • 0 >-.., ., ~ > fl .., 0: "' > I!! !I! .. 0 ... .. • .... ., ' .., t .. 5 .... ,. .,., >- l!!o m 0 .. !l! .., ~<> "' u-u _,.,, "' .... :c uo u • ~ X I I= ~ ;; !!II -"' ... .... I!! "" ~ g i ~ ..., • -... -V, i!il\., t NOTE;S [!] FOR PROJECT NOTES SEE SHEET E-4, CONDUIT NOTES &_ 11,z'C, 2"8(Ll &. 2"C, 21'1Hll 11. 111,C, 211101S1 + 2111 ◄(SWI & 11,,"C, 2llllll + 211101S1 + 211141SWl A SEE SHEET E-2 , f}. SEE SHEET E-2 A SEE SHEET E-2 A. 11. A A A i1 N I UJ 1-UJ "' 11,,'c, 2#101S1 + 2111 ◄1SWl 2 ·c. 211101S1 + 211141SWI + :!111141PEU) 2111c. 21110($) + 21114(SW) :!l'C, 2"81Ll + 211101S1 + 611141PEUl + :Zll1 ◄1SW> + 2"81RA"'° CONTROLLER! + Zll61SIGN.ll. CONTROi.LERi 11'2'C, 2"81Ll + 21161SIGN.ll. CONTROLLER I + 211141 USNSI + 311141PEU) 3'C, 2"81Ll + 2"10(S) + 211141SWI + 3"1◄1PEUI + 21161SIGNAL CONTROLLER I+ 2"81RAMP CONTROLLER) --- ::c ---Vl "' "' Vl L◄S.781 30-15 LMA-180W LPS 71 9-- THIS PLAN ACCURATE FOR ELECTRICAL WORK DNL Y. "C.2"8 1ST CDIJNTV RDUTI!: 11 SD 5 N:liiisidtiJ il.i:CnCiM..DGN!l!R Pi.AN$ APPROVAL DATE CITY Of CARLSBAD 2015 L~ PM.-DRIVE CARLSBIJ>. CA 92009 BOYLE EN~lt<EERINC CORPORATION 7807 CONVOY COURT SUITE 200 SAN DIEGO, C.l, 92111 1619) 268 ... 0IQ LEGENO SEE SHEET 1 EXISTING SDG.a£ HANDIIDLE · 1 ·c.21tB 3 'lfil!nl NAL TROLLER L BOX SHEET E-10) LIGHTING AND SIGN ILLUMINATION SCALE 1 '"60' E-3 l. Ii I, )' ! " I ' I i: I ll I i ·' ,, • . , 0 ,. ... ., .. 0 :,. Ill ~ ,. "' ... 1£ "' 0 "' "' • .. I!: ' .. .. -:;: o'-.. "' Ii: .. "' u ,,. ,,. om l!!o .. 0 .. !!1 "' 5<> " u-.., -"" "' .... u "" • ~ • I ~ I:!, ~ ! ;:; I!! ... ~ ..., -j '-' I:!, ... • ---"' ;'l.'i,- 6" 6" 3" ..., ..--~~ ... ----~ 2•1 ' ' 0 0 0 ' 0 ' ' ' I If SECTION ED N.T.S • ,_ ROUTE 5 To San D1ego 1,,•c,MT<SIGNI . I --------D,,,/1---lfHl-+1---t=-:.:i:--'"r-, --++c>---Et.m.'--rr;_, ___ _ 2'C,MTITELECOMI.IUNICATIONSl 2'C,MTISPRINKLERSI I I ' I ROUTE 5 NB To Loe Angeles 2'C,ISIGNAl.l l5J 2"C,MTITELECOMMUNICATtONS) 2'C,MTISPRINKLERSl THIS PLAN ACCURATE FDR ELECTRICAL WORK ONLY. LEGEND SEE SHEET E-1 1ST COUNTY ROUTE 11 SD 5 POST M LE5 TCITAL PROJECT 44.9/R45. W1'ati, EL£C'l'RCM. ~ PROJECT NOTES PLAN5 ,t,PPIIOVAL DATE CITY OF CARLS8,'.D 2075 LAS PAL.MAS DRIVE CARLSB.Abt CA 91009 BOYLE ENGINEERING CCRPCRATION 7807 CONVOY CWR7 SUITE 200 SAN DIEGO. CA. 92111 16111 288-ir080 TD POLE HEIGHT• 28'--ii' MAST ARM : 12' II:) lK) EXISTING ELECTRICAL EQUIPMENT COI.IPRISING FIXTURES. ASSOCIATED BALLASTS, DISCONNECT ENCLOSURE, CONDUIT ANO WIRING. FOR REMOVAL OF SIGN STRUCTURE REFER TO SHEET S-il DR S-7 AS APPLICABLE. ~ REMOVE EXISTING CONDUCTORS.INSTALL CONDUCTORS SHOWN UNDER CONDUIT NOTES IN EXISTING CONDUIT. - ~-TER~INATE WIRING AT EXISTING CONTACTOR OUTGOING TERMINALS. [[) REMOVE EXISTING CONDUCTORS, ~ INSTALL PER SHEET-E--5 & STANDARD PLANS ES-2C ANO ES-2E. [I] LOCATION WHERE POWER m BE DISCONNECTED, CDDllDINATE WITH SOG&E, lo7 SPLICE CONDUCTORS IN PULL BOX TO MAINTAIN L.::.J POWER SUPPLY TO ELECTROLIERS Al.ONG POINSETTIA LANE EAST OF .PASEO DEL NORTE AFTER REMOVING ELECTROLIER ASSOCIATED WITH THIS PULL BOX. PLUG UNUSED CONDUIT, (!] SALVAGE TO THE CITY Of CARLSBAD. §) NOT USED. !ill CONDUCTORS BY SDG&E, 0 FOR FUTURE SIGN ILLUMINATION INSTALL CONDUIT TERMINATION PER STANDARD PLAN ES-lB DETAIL C. @j SEE SHEET E--9 FOR PREFORMED LOOP LOCATIONS. @ NOT USED. rn· INSTALL PER PLAN E--9. !ill PROVIDE A CONDUIT EXPANSION FITTING FOR EACH CONDUIT AS APPLICABLE PER STANDARD PLAN ES-TC DETAIL XOR Y,FOR LOCATION OF ABUTMENTS SEE STRUCTURAL PLANS • 12"DIAMETER SPHERE LUMINARE WITH 3'• POLE. SERVICE LOCATED AT ◄OD'• NORTH OF LOCATION 1. COORDINATE WITH THE CITY FOR SERVICE DISCONNECTION. 18"HIGH LANDSCAPE LIGHTS.SERVICE LOCATION WILL DE PROVIDED DURING CONSTRUCTION, 12"HIGH GROUND MOUNTED FLOODLIGHTS. PROVIDE 3,4"C,2"10 UNDERGROUND CONDUIT & WIIIING TO CIRCUIT TO BE IDENTIFIED DURING CONSTRUCTION.ASSUME SO' CONDUIT RUN IN LANDSCAPED AREA. INSTALL NEW SERVICE CABINET IN PLACE OF EXISTING SERVICE CABINET. LIGHTING AND SIGN ILLUMINATION SCALE , ""20' E-4 • • • ..,.(D SINCLE-PH.\St $1!COND.IRY{-... .,,~;;......::.. __ 5N 120/2401', 3 WIRE --- SER\IIC£ BY UIIIJlY --- ®i SN--&--,-',, 'Ill TEST 'S'II. {----~~=➔, =NJ.WsrON ---IUfO I) L-.1--~ SN TEST 240\'. -{----+i . IJGHTING ------i-i 1-4 _ _;•------6 '--1~ @7_.J ®i SN SN---+-f-o-',, l'"<i!:."" ~ I IUfOI 2<IOV. +• . +-.:.:•es~•c.....-...i.-1,~4 • SAFEIY a,f----, ,- HIGHWAY 1.-----i-i '-'------...J"--l-◄ . U(lHTING :;;-.l 8 120V. RAMP CONmOU.ER----- 120II. m.. g I -=--=~ 12ov. -. CON1llOUER -----I lYPE 111 -BF 8 z Iii " 120/240V SERVICE WIRING DIAGRAM ~ .. S001CE ENCIDSURE E-1 ID 911Glt-PHASE _ { __ _ 120/2401', 3 WIRE ---SERI/IC£ II'( I/IIUIY --- IN ENCLOSUM 2"°", SICN I< {---t-t I SAFEIY UGlfl1NO ---i.-t 1--.----------0.-'-◄ L--.l TYPE Ill -BF 120/240V SERVICE WIRING DIAGRAM EXISllNC SER'IICE ENCIDSURE E-S,08 12] NQf£$; ID DIMENSIONS 0F S8MCE EQUIPM£NT ENClOSURES SIW..l MEET THE ROIUIREMENT1S Of 'lttE $ERVING UllUlY. II] INSTAU. PHOT0£1.£C1RtC CELL ON SIGN POST WHERE INDICAlED, m INSTAil. PHOTOEUcTRIC CELL ON TOP Of LIGHTING STANDAAO WHERE SHOWN ON PLANS, 'lttlS PLAN .-c(:URAlt FOR EI.ECTillCN. WORK ONLY, ,.)}), SlNGlE-P-SECOND.IRY{----c:.~....::.."---SN 120/240\I, ~ WIRE --- SERVICE BY UTIUlY --- \ TYPE Ill -BF SD 5 PV,NS NIPROVAL &.it CITY Of ~ 207' LAS PAI.MAS ORNE CIJIISIWJ, CA 920Cl9 IKM.E ENGINEERING CORP<lRA110N 7807 CONVOY COURT SUITE 200 SAN DIEGO, CA. 92111 (619) 288-8080 -· 120/240V SERVICE WIRING DIAGRAM S£1MCE ENCIDSURE E-2 ID IU.UMW.'raO SIGN T.1111.E "~ POWER WI.TS aB'i~h~ APPIJCASI£ STANDAAO PLANS © 404W 240V @ -w 240\' ® 404W 240\' @ 202W 240\' ® 202W 240\I <D 202W 240\' Q) 202W 240\I ® 202W 240\' © 202W 240\' 0 0 P POLE CKf 11KR CIRCUIT BR[Al{ER A AMPa!E V VOLTS UM U~MEmlED M MERREi> SN SOUO NEIJlftAL 2 ES-29.32,t. I< :t2ll 2 ES-29.32,t. " = 2 . ES-29.32,t. I< J2B 1 ES-29.32,t. I< 328 I ES-29,32A .k 328 , ES-29,32A I< 328 I ES-29..:W. I< 328 I ES-29.32,t. .k 328 I ES-29,32,, .k 328 l.£llENO EXTERN.II. CONOUCIORS --TIE POINT -CONOUCTOR OR 11\1$ ...r,ry,.,_ CONl.olCTOR COIL --ti--CONT~ CONIHlf PNC --¥-CONI~ CONTACT PNC ® ro<t,IINM. BLOCKS S£IMCE (120/2-.) EllUff'MtN1' lLO£NO COMPONENT -P1A1E DESCR1P110N NEUTAAL LUG TEST BYP-'SS F< 4 Mf;IER N<0 ~ MIHAL 111..00KS 6 SOUD NEl/lRAL UJQ GROUND WG 8 9 30A. 2PNO. M~URY PHDTO UECIRIC UNIT 1 • 15A. 120V, 1P, OKI OKR 20A. 240\'. 2P. OKT BKR 100A.. 2-., 2P, CKf 20A. 240V. 2P. CKI OKR I •1 •1 1 , 1 ov.. .• 15A., 1 w .. 1 •• PHDTO ELECTRIC UNIT I 5A., I P ., TEST SWITCH JOA. 2PNO. MERCURY COHTACTOR JOA. 1 P. CKf OKR SIGN IRRIGATION U.£R LIGHTING AND SIGN ILLUMINATION E-5 • ,, ~ 8 Ill i ~ ~ • i .. ' Ii: i '~ ~ ~8 0 "' [!5 " e 5~ u ; ~ • I e 8 I • !i .\;j#;;,,1 ..... fi SN SlNGI.E~ SECONOM'( {--=-~4'N, 3 WIRE --- llY UTILITY --- '. G\ SN--&--+",,, SN 240\', {------1...1 SAf'ETY . I UGHllNO ------1-,t ~-.J r--SN 120V. ------1-,t IISNS I I 1-i t-1 L __ .J 120V. SIGNAL QONTROl.llR ----- JYPE Ill -BF 120/240V SERVICE WIRING DIAGRAM SERI/ICE EMCI.OSURE E-3 W SIMl!.E-PHASE S£CONDAA'Y{ ___ A l20/24'N, 3 WIRE --- $EIMCE llY UTIUTY --- SN 120V. SIGNAL CONlR0I.WI -----·-6l-!...,l TYPE Ill -BF 120/240V SERVICE WIRING DIAGRAM SER'IICE ENCI.OSURE H m NQTES; [Il DtMEmlQNS OF SEIMct l!OUlPMENT ENCt.OSURES SHALL MEEr THE REQUIREMENTS OF THE saMNG UTIUTY, mJ INSTAll PHaroEl.£ClRIC CELL ON lOP OF UGKTINO STANDARD WHERE SHOWN ON PIAN$. THIS PIAN ACCIJRATE FOR ~ WORK OHI.Y. , 2 4 5 8 • DtST COUNTY ROUTE. 11 SD 5 IIOY!.£ E'MGINEERING CORPOAAllON 7807 CON'IOY COURT SUITE 200 $AN l)IEGO, CA. 02111 (810) 288--aoeo TIP£ Nl-8 SEIMCf (120/24'N.) EQUIPMENT I.EG£No COWPONENT NAME PIA'ft 0ESCRIPnON NEUTRAL WG I.AHOING WC1 METER SOCKET AND SUPPORT TERMINAi. BLOCKS SOLID NEUTRAL INAI. GROUND LUG ftUU 30A. 2PNO. CONTACTOI> PH01O IJ.WTRIC UNIT • lP, 1~1 SN'ETY NG 15A. 120V. 1P •• CKT BKR SN'ETY UGNTING GONIROI. 30A. 24'N. ·2P .. CKT BKR SAFETY UGKTING 15A. 12DV. 1P •• CKT BKR IISNS 50A.. 12DV •• 1P, CKT BKR SIGNAIS 100 •• :.l'-.!1\100 ., HKR MAIN BRE'>J(ER LIGHTING ANO SIGN ILLUMINATION f: .. 8 • 0 >-... ., .. ~ 0 > ti: ... a: > ~ ... .. 0: 0 ., ., • ~!!;: 11;: .. .. -::; ";:. .., ~ .. tl '>->-,,., ~o ., .. "' " .JZ "' il~ II .,.,, i ;'ll:! .. 3 II • ~ .. .. .. a: -!:! :i: 0 ,c z .. <> • .. "' • " • ... "' 15 ~ ~ ~ i l:', i ~ • ,_ i s: I ~•. ... • AWG SIZE "' POLE OR DR "' .. CIRCUIT CABLE TYPE 6: CONDUIT SIZE ANO RUN 3' 2-3· 2-3' 12") 2.5') £ POLE A "' "' 3 C t ::, F Q ~ 2 2 RV R 2 6 TYPE B DLC 6 5 7 2 2 6 6 1 1 1 CONDUCTORS LE 2 24 6 I ) • EXISTING CONDUIT. STANDARD NO, Type @ 1-A © 29-5-8 ® G -,c::? POLE ANO EQUIPMENT SCHEDULE PPB LPS VEH SIG MTG.., PED SIGNAL Most Arm MTG µ' ARROW UMINAIRE 180'11 SP-1-T. 6 -■ SP-1-T ■ 6 -• 180W SP-1-T ■ 6 SP-1-T ■ 8 SP-1-T ■ 2 2 SP-1-T. - CONDUCTOR NOTES ~ EXIST 2' C WITH NEW 2#/l SERVICE, 2#8 LIGHTING, 3 OLC, 2"14 IISNS, 3"14 PEU, 3 die, AND 1 sic EXIST 11,t"C,WITH 1dlo REMOVE 1dlo, ADO 30LC EXIST 11,,"C,WITH 1dle REf.fOVE 1dlc, ADD SDLC 2 'c, 16 LOOP WIRE 11.,.211C, 2DLC 2"C,2DLC,2SIC 2"C,5DLC,2SIC £I , 1 .. 211C, 20LC Aro ........_ ... SPECIAL REOlJ IREMENTS I -+c> ~-H;t>• I • a I ■ ~ INDICATES NEW EQUIPMENT --hli'\,l"'i\Tt"~ Qi='I nr6.T~n r:-nlHP~tJT ♦~INDICATES EXISTING EQUIPMENT Y ~ ALL INDICATIONS SHALL BE 12' I ST COUNTY ROUTE f?i 10'8 10•8 1o'f?i 91 LA-; LINET - 11 SD 5 Al;:CISTERED CIViL ENG(NEER LIKE NUMBERED LOOPS SHALL BE CONNECTED TO THE SAME DLC, CENTER IN LANES LESS THAN 12 FT, IN WIDTH. TYPICAL "B" LOOP DETECTOR PLACEMENT 1 ' PVC NIPPLE LENGTH AS REO'O, 11,2• TO 111 REDUCER DETECTOR IGNAL ltlDIC.lTION ASSEMBLY BOYLE' ENGINEEMlNC Co:tP(RA.TlON 7807 CONVOY COURT SUITE 200 SAIi DIEGO, CA, 92111 (6191 268-8080 LEGEND "t:,;::::..__,BACKPLATE EMERGENCY VEHICLE DETECTOR ASSEMBLY BDLC = TYPE B DETECTOR LEAD-IN CABLE.' SIC ~ SIGNAL INTERCONNECT CABLE, EVD = EMERGENCY VEHICLE DETECTOR, VEH = VEHICLE, DETAIL 'U' ES-GT RE(IUIREO XIST 2' C .. WITH NEW 2#/l SERVICE 2#8 LIGHTING, 2"14 I JSNS ANO 3"14 PEU. NOT TO SCALE II) Ill_ 1160 POINSETTIA LANE NOTES • c. 2 SIC 16 PAIR I DETAIL "A" tlOT TD SCALE IIJ §j POLE, IISNS,SMA,LMA,EVO AND ◄ VEH HEADS,SALVAGE 2 PPB TO CITY. (D §jTYPE 1~A PDLE,VEH HEAD,PED HEAD AtlD PP8,SALVAGE PPB SIGN TO CITY, (D §j POLE, I ISNS,SMA,LMA~B,EVO ANO 3 VEH IIEAOS TO POLE lclAND i:;;;i 1 VEH HEAD TO POLE le). INSTALL NEW PED HEAD.REMOVE ~PB, 0 Cc'! TYPE 1-A POLE,1 VEH HEAD,1 PED HEAD ANO PPB. SALVAGE 1 PED HEAD TD CITY. [[) REMOVE AND SALVAGE EXISTING POLE SMA,LMA,1 PPB AND LUMINAIRE TO CITY.RELOCATE IISNS,EV0,3 VEH HEADS TO NEW SMA,, I PED HEAD ANO PPB Jll NEW POLE AND 1 VEH HEAD AND 1 PED HEAD TO POLE\[), [fil §I 1 VEH HEAD (,111lTO POLE@, SALVAGE O'!PPB TO CITY, II) lliJ SALVAGE EXISTING TYPE 170 CONTROLLER TO CITY, INSTALL NEW STATE rURNISHEO f.fODEL 170 CONTROLLER AND NEW TYPE 332 CABINET ON NEW FOUNDATION, REMOVE EXISTING FOUNDATION, MODIFY EXISTING SV-2-T SIGNAL MOUNTING TD sv-1-T. EXISTING 11,, C, ,3 OLC,SIC ~--~---EXISTING SIGNAL AND LIGHTING LOCATION 1 ~-11,1,l' C., S·JC THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. SCALE 1 "-20' E -7 • ., ,. ~ ., " ; ,. .., 0: ,. I!! "' .. a: 0 • ..,:;: .. .. ... ' ' .. .. -:::: o' N .. I:! .. 0: u ',.. .. om .., .. ,-o " ..... .JZ ·::l :,<> u-u -'"' .., "'"' n 00 .. r Ill <> • ., ... 0: ... "' -ii :x: ,c ii ... ., ll .. 0 • i'i ,_ -• ~ .,, "' -~ (,', \i:: ~ "' if. ~ .. "' !'i ~ ,.J. j .., (,', = • .. !;, ,_ .,, • :iii( AWG SIZE OR aCABLE TYPE 0 :::, ~ .., s- TYPE 8 OLC DETAIL s POLE OR CIRCUIT L y G ·a• NOT TD SCALE ::::,,..;: CONDUIT SIZE ANO RUN 4 2' C .. 2SIC 16 PAIR) 4 4 2 4 1 4 4 3 CONDUCTOR NOTES ~ 1 '':tC, 3 OLC ~ 2 "C,4 DLC £ 11,..2"Ct2 DLC £1. 211C,2 DLC,2 SIC 11 21,,tc.6 0LC•2 Lili 21,211C.6 DLC.2 ~ 11,l1C,2 DLC ~ ,,_...zKC,3 OLC £A 2'C,4 OLC ~ 11".zKC,2 DLC SEE SHEET E-2 FOR SERVICE CONDUIT SIC SIC POINSETTIA LANE [TI III fi!I §1 2C NOTES MODEL 110 CONIBOLLER ASSEM8L Y IN TYPE 332 CABINET, SEE FOUNOATION DETAILS ON ES--48, MODEL 262 DISCRIMINATOR ASSEMBLY, 412C PROM MODULE 126K CONFIGURATION, ANO MODEL 400 MODEM ANO C2P, AUX LOAD FILE 420, EMERGENCY VEHICLE SENSOR, lOPTICDMl EOUIPMENT CONTRACTOR SUPPLIED, l"'IC'TA ,1 1111 II ~,C:,-hT RrrnlfRl='n 11'2 11'4 >< .J :?: 0 i ,.. -'-' '? .,.J (l.. NO, A ® C ® E ® G \ a:. PHASE DIAGRAM STEADY OEIAANO SEQUENCE 1ST COUNTY Rout£ 11 so 5 REGISTERED CIVIL ENGINEER CI TY OF CARLSBAD 2075 LAS PALMAS DfU\'£ CAAt.$8.AO, CA 9tom BOYLE ENGINEERING CORPORATION 1801 CONVOY COURT SUITE ZOO SAN DIEGO. CA. 92111 (619) 268-aaao POLE ANO EQUIPMENT SCHEDULE STANDARD ~ YEH SIG MTG T PED SIGNAL PPB I.PS SPECIAL Type SIAA LIAA A B Most Pole ft, ft, A~m MTG 29-5-80 So' 15' 2 6 ~~ SV-1-T SP-1-T 1-A --18 2-5 -TV-1-T - 1-A ---1 2,5 -TV-1-T - 1-A --0 2,5 -TV-1-T SP-1-T 19-3-80 25' 15' 1 6 MAS sv-2-T SP-1-T 19-3-80 25' 15' 18 6 --- 1-A --18 2,5 -TV-3-T SP-1-T T • ALL INDICATIONS SHALL BE 12" "A• 11'1 f?i 10'810•8 10"~ ill LANE~INEF - LIKE NUMBERED LOOPS SHALL BE CONNECTED TO THE SAME OLC, CENTER IN LANES LESS THAN 12 FT, IN WIDTH, TYPICAL "B' LOOP DETECTOR PLACEMENT ll' - 6 6 - 2 2 - ARROW ~UMINAIRE: REQUIREMENTS -1BOW -+ - ' ---180W -180W -t80W -- 2' C,, 2S!CIG PAIR) 8EGIN BRIDGE SIGNAL AND LIGHTING LOCATION 2 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY, SCALE 1 '"'20' E -8 • 0 ,. .., .. ., " > .., .., "' 0: :> .., ,-. "' .. 0: 0 ~~ ., .. • .... .. .. -::: o;; ., N .. .. .. " .... ,. ,. "'" ~" ., ji 0 .., :,<> " u-" ..,.,, 5 ..... 00 ,. a Ill ... • .. ... " -!:! :i: 0 ,c z .. "' :a .. "' • 0 i5 -.. -• ~ ~ -~ !;; ii! -"' -~ .. "' ~ 5 i ~ i • ~ i/JL:.:.;,, 111111 POLE AND EOUIPMENT'SCHEDULE STANOARO VEH SIG MTG,. PEO SIGNAL PPB LPS NO. SMA LMA Most Pole MTG p' ARROW UMINAIRE Arm 40' 12' 2)MAS sv-2-T SP-1-T 6 -180W 25' 12' 14 6 MAS sv-1-r 6 ,sow 1-A 16 2-5 TV-2-T SP-1-T 1-A 0 6 TV-1-T 55' 15' 1 ◄ 6 sv-,-l SP-1-T 2 -180W 1-A 20 4 TV-1-T ® 1-A -5 2,5 TV-1-l 2 - H 1-A 0 2-5 TV-1-T SP-1-T ,, " ALL INDICATIONS SHALL BE 12' ' y G DETAIL "B • NOT TO SCALE AWG SIZE OR CABLE TYPE VI ~ 0 3 :, 0 z C TYPE B OLC EV -DC TOTAL CONDUC .., "' "" :,: ... 4 6 1 8 POLE OR GHl SI A ODP / ABL 2" c .. 2SIC(6 PAIRI POINSETTIA LANE 115 III - CONDUIT SIZE AND RUN 'Z' 2½' 3 • 3 ' 3' 2' 2-3' 2Y.,• 2½" 3' 3-3' 2 2 2 4 4 4 4 , 2 5 2 7 7 2 2 2 3 2 2 2 2 4 13 16 1 6 9 14 38 SPECIAL REOU IIIEMENTS 2-PEU COND!,!,TOR NOTES 11. 11"z"C.3DLC A 1 '"z·c • 3DLC k 2"C.5DLC -11 1 1,211C.2DLC ~ 2"C,5DLC In 2 11C.5DLC ~ 11,2'1c,1DLC uv -"2 --- fT1 7 .J Cl. Cl. :::;: < a: I , 1ST COUNTY ROUT!: 11 so s ~ ~ ~ REGtSl£FtED C:IVIL ENOIN£.E.R 06 l 02 . A ..... nw I i~~ Pi,.ANS APPROVAL DAT£ JG!lllL CITY OF' CAIU.SBAD PHASE DIAGRAM 2015 Li\$ PAUlAS DRIVE Oft .. ~ ... CARLS8ADt CA 92009 STEADY DEMAND SEOUENCE BOYLE ENGINEERING CORPORATIO!i [I] III [I] 7807 CO!iYOY CllURT SUITE 200 SAN DIEGO. CA. 92111 180' TO LIMIT LINE 2" c., 2 SIC (6 PAIRI fy,11Q:_810·8 1o•fa ~t§ LANE LINEF < 6191 268-8080 • LIKE NUMBERED LOOPS SHALL BE CONNECTED TO THE SAME DLC. CENTER IN LANES LESS THAN 12 FT. IN WIDTH. TYPICAL "B" LOOP DETECTOR PLACEMENT NOTES MODEL 170 CONTROLLER ASSEMBLY IN TYPE 332 CABINET. S~E FOUNDATION DETAILS ON ES--48. MODEL 262 DISCRIMINATOR ASSEMBLY, 412C PROM MODULE 128K CONflGURATION, AND MODEL 400 MODEM AND C2P, AUX LOAD FILE 420. PREFORMED LOOPS. EMERGENCY VEHICLE SENSOR, (OPTICDMI EQUIPMENT CONTRACTOR SUPPLIED. DETAIL "U" ES-GT REQUIRED. SIGNAL AND LIGHTING LOCATION 3 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY, E-9 • 0 .. "' .. on 0 > "' "' "' 0: ~ "' > "' .. "' "' 0 ,., ,., .., .. ., • ' I-' .. .. -:::: "~ .., I:! .. ti , .. ~ "'"' .., ,--0 .c, "'"" .JZ bl :,<> .. "~ " ., .. bl ,(bl r ""' " .. 6 Ill • ~ .. ., .. 0: "' -~ ;II: C z ... " :a ., bl Q • !, ' ':;;: -• I -15 !ii ~ 51, !;l ... ~ "" .! j ~ 15 • ~ :;; Is • j::,·· ' ,·.··::,. AWG SIZE :,: POLE OR OR "" CABLE TYPE :,:: CIRCUIT ... Vi µ"' E A R "' C 0: D C t; E :, § OTAI. ES-CONDUCl/12 nD T I TSNS 8 I 11 NG~ 6 SIGN" 1 LOOP OETEC 2 TYPE • B 4 5 DLC 6 7 8 ~-D r NN•r·, CABLJ:' TO~:~r ONDUCTORS/CABLE ,2)- 2•c .• 2s1c C6 PAIR I CROSSWALK 2½" 3' 3' & £ £ __..., _.... ---_.... ~ ~ _..,. __... ....... _..,. _.... __... -_.... -_.... ~ -......., ......., 2 ? 2 2 6 3 2 2 1 1 1 • ,n 11 PHASE DIAGRAM STEADY DEMAND SEQUENCE CONDUIT SIZE AND RUN 3' 2-3· 2-3' 2-3· 2-J' £. £ &. £ £ _... _... _.... _.... _.... _.... ...... _,... __... --_... ...... ...... _... _,... ...... ...----...... _... _..,. __... ..... ....--....- -1 ,~ ..... ...------. 2 2 ? ? 2 2 < 2 ? 2 1 1 6 b 6 6. 6 s 2 2 ? 2 1 1 2 2 ? 1 1 , , 1 19 22 TYPE @◄ 112 UB l l l U4 3-3~ £ ..... _..., _... -....---_.... ,- 2 1 6 3 2 4 2 4 1 •• CONDUCTOR NOTES £ 11-,"C,2 DLC ~ 11-,'C,1 OLC. ~ 11,t'C,3 OLC ~ 11,t'C,2 OLC • ~ 2'C,4 DLC / ~ 11,t'C,1 OLC // ~ 1 ''2'C,2 DLC • 3 DLC J):. 2•c.2s1c. Ii £ 2 1,2•c.2s1c. 6 DLC ' .,, 17 I I 0 5 I Q'S FOR MOUNTING DETAIL SEE DETAIL ES-J:I THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY, NO, A ® C @ E F G (i!) ~ ,g:__8 10' 8 10'~ ;.1, LANE LINET LIKE NUMBERED LOOPS SHALL BE CONNECTED TO THE SAME OLC, CENTER IN LANES LESS THAN 12 FT. IN WIDTH. TYPICAL '8' LOOP DETECTOR PLACEMENT tST COiJNTY ROUTE 11 so 5 REGlSTtRtD CIVU. ENGINEER CITY Cf CARLSBl,O 2075 LAS PAI.MAS DRIVE CAAl.$8,-0. CA. 12009 BOYI.E ENGINEERING COIOPORATIOH TIOT CONVOY COORT SU I TE 200 $AN OlECO• CA. 12111 (619) 268-11080 POLE ANO EQUIPMENT SCHEDULE "' STANDARD n im VEH SIG MTG T PED SIGNAL PPB LPS SPECIAL Type SMA LMA A B Most Pole P' ARROW ~UMINAIRE REQUIREMENTS ft. ft. Arm MTG 29-5 80 50' n• 8 G mJ SV-1-T SP-1-T --180W 1,'il~? N-te' 1-A --12 2.5 -TV-2-T -6 -1 - 26-4-80 45' 12' 13 G :-;:~ sv-1-T SP-1-T 6 -180W •a-. I .!.:O'.:;::,..., 1 -• 1-A --18 2.s -TV-2-T SP-1-T 8 -- 26-4-80 45' 12' 12 G :':~J SV-1-T SP-1-T 8 -180W •Pase~ 'Bl}f N-+•' 1-A --10 2.5 -TV-2-T SP-1-T 2 --15 -12' 11 6 -21sv-1.:'l -2 -180W ■ 1'JnJ .... 1-A --9 2.,5 -TV-2-T SP-1-T --- T • ALL INDICATIONS SHALL BE 12" e ,. SEE DETAIL 'C' FOIi llSNS l,l)UNTJNG ♦ • MOUNT ONE SV-1-T AND EVO AT 17' HEIGHT 06_ POINSETTIA LANE NOTES [j] MODEL 170 CONTROLLER ASSEM8L Y IN TYPE 332 CABINET. SEE FOUNDATION ¾"U-80LTS TO IAATCH POLE DIAMETER MAST ARM TO BE ill MIN, 31,," 00 DIAMETER AT POLE WITH MIN. THICKNESS OF 0,1196' DETAILS ON ES-48. MODEL 262 DISCRIMINATOR ASSEMBLY• 412C PROM MODULE 128K CONFIGURATION, ANO MODEL 400 MODEM AND C2P, AUX LOAD FILE 420, EMERGENCY VEHICLE SENSOR. 1-0PTICOMI EQUIPMENT CONTRACTOR SUPPLIED, DETAIL 'U' ES-t;T REQUIRED PETAJL 'C' !LLUMINATE94:WBHJ NAME SIGN SIGNAL AND LIGHTING LOCATION 4 SCALE 1 '..:!O' E-10 NOT TO SCALE •• 0 ,.. ·W 0) "' 0 > ... "' "' 0: i:i I!! .. 0: " .... .... ., • ~(: ... ., .,-::;: ";:i .... N s .. r3t >- l!!c .. ;3 0 "' " u-u :i:Z .. :,; '-'" u .. i's . .. .. • .. .. 0: -'l! :c " ,( % _, <> ., :II "' • Cl ~ -... -• E ~ -l's I, \!;! ... ':ll ~ ... ~ ~ ~ ... j ~ l's ... • -... ... "' .c;k: • ID lrl III I!] I[) PLAN NOTES SIGNAL STANDARD WITH SIGNAL EQUIPMENT AS INDICATED. SEE ES'"6A. ES-68, ES-6R AND SIGNAL MOUNTING DETAILS ON ES-3A, ES-3C, ES-30 ANO ES-3E, TRAFFIC SIGNAL FACE WITH 1-8 INCH RED SECTION, 180 WATT LPS LUMINAIRE. FLASHING BEACON. D~E WAY 1-SECTIQN BEACON. 8-INCH YELLOW LENS. • STATE-FURNISHED MODEL 170 CONTROLLER ASSEMBLY IN MODEL 334 CABINET. SEE ES-48, /SEE DETAIL ---- DETAIL "A" INSTALLATION DETAIL NO SCALE AWG OR CABLE 9/14 "14 BDLC SIC "8 'A• "12 SIC ' CONDUCTOR AND CONDUIT SCHEDULE ' CONDUCTOR RUN LG £ £ £ CONDUIT SIZE (INCHES) 2 2 4 4 RAMP SIGNAL 3 3 FLASHING Be'A "IIN 2 2 QUEUe ni:-TC CTOR 2 J DEMAND DETECTOR 3 3 a,c<A00 DETECTOR 3 3 SURVEILLANCE DET, 8 8 COUNT DETECTOR 3 3 3 RAMP t.1£TER INTERCONNECT TD TRAFFIC SIGNAL CONTROLLER 1 1 <<RVICE -RAMP t.1£TCR 2 LIGHTING 2 ,.,.,, £PHONE SERVI CE TELEPHONE INTERCnNNECT RAMP PL-3 DIRECTION OF TRAVEL A\ ,0 ft:. £ /;\ & it a A n,.. /4 & 2 2 u .. 2 3 2 3 3 2 2a, 2 2 1 1 3 3 1 , , , 3 1 J 3 4 8 8 8 8 3 1 1 1 1 SEE SHEET E-2 · FOR SERVI CE CON DU IT SEE SHEETS E-4 AND E-12 DETAIL '8' NO SCALE INSTALLATION DETAIL ES THIS PLAN ACCURATE FOR ELECTRICAL WOR~ ONLY, I ST COUNt'f ROUTE. 11 SD 5 AE:GISTEFIED CIVIL £NOIN£1eA CITY Of C~RLS8AO 2075 LM P~NAS DRIVE CARLSBAD• CA 92009 BOYLE ENGINEERING CORPORATION 7807 CONVOY COURT SUITE 200 $AN DIEGO• CA. 92111 <619) 2&8◄080 RAMP METERING SYSTEM- LOCATION 1 SCALE 1 ""'50' E-11 • ., " • • • >-., 0 :,: ,. "' "' .., .. ... ~ .. -" ;:i N ... '>-"'" "' ... 0 ;~ u-.,.,, .... uo .. ,: " -"' "' "' > D z " .. "' D .., "' !'i .... _, 0 "' "' > w "' I!' .. 0 .. ~ .. :::: .. "' u >-.. 0 .. " " .. :,: " .. ... !: ::c ,c .., :II • ii • SEE SHEET E -1 ◄ FOR DC DETAILS SEE SHEETS E-1 ANO E BOLC SIC 118 "12 SIC CONDUCTOR ANO CONDUIT SCHEDULE SURVEILLANCE DET, COUNT DETECTOR RAMP METER INTERCONNECT TO TRAFFIC SIGNAL LER -RAMP METER 3 2 SEE SHEET E-2 FOR SVC CDNOU IT 3 2 2 2 8 3 2 ITTO DETAIL "C" ND SCALE INSTALLATION DETAIL 2 8 8 8 RAMP PL-1 8 2 SEE DETAIL "B" ON SHT E-11, 1ST COUNTY RIJUTE 11 SD 5 Pl.AN$ APPROVAL DATE CITY OF CARLS8AO 207, LAS PALW.S OIIIVE CA~LS8A01 CA 92009 80YLE ENGINEERING ClJRl'CJU.TION T80T CONVOY COURT SUllE 200 $AN OIEG01 CA. 92111 t519) 268....aOBO SEE SHEET E-11 FDR PLAN NOTES, ' --·-- ·a ... --..:·· . -!!OlJ'r,-··-• .... _ -... c ~ .... -... ......... -....,_ "'-.m .,.,_ ---. • .,. -... -.. _ :... ~ ··-... :_-.. ~ ~------- SEE DETAIL •c" THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY, RAMP METERING LOCATION SCALE 1 "=SQ' I SYSTEM 2 E-12 • • • ,_ .. 0 .. "' > "' 0: "':: .., .. -o;:. .. .. ,,,. 0"' ~o jl:l! :,<> u-.J<I> .... uo .. "' 0 "' "' > "' 0: "' .. .. 0 ... t m ::: ... .. "' u ,. .. 0 .. " u "' "' u <> Ill .. ... "' ... !:! :z: : ,,c " ., ::l :II! " ., i!i . I ,_ NINE CONDUCTOR CABLE COLOR CODE ANO USAGE USAGE COLOII REMARKS COIAMON NO.I BLACK PHASE TAPE WHITE CCMOl N0.2 WHITE CONNECT IN PARALLEL WITH COMMON N0.1 RED SECT! ONS RED YELLOW SECilONS YELLOW GREEN SECTIONS BROWN TO BE USED FOR LOWER 2ND GREEN BROWN/ GREEN SECTION WHERE SECTION Bl.ACK THERE IS NO LOWER YELLOW LIGHT SPARE RED/BLACK If USED. PHASE TAPE SPARE WH !TE/BLACK WITH COLOR CODE SPARE YELLOW/BLACK OF USE. 80 W LPS t t t LANE LANE LANE ------~---◄0'-'1 --------"III 11' MIN. Cl.EARANCE IGN ANEL SIGN PANEL POLE TYPE 26-1-80 J_ \-RO_G_R_A_MME_,_D_V_I""'S ""t B""l.,.L..,.I T"'Y.,__,,S..,.l G"'N"'A"'L-,,,HE""A"'Oc-:,:W'"IT:::-H:-, ACKPLATE. LABEl. 5 WIRE CABLE ML <MAST IG, LT. l, MC (MAST StG. CTR.). MR <MAST SIG, RT.l, R <SIGNAL STANDARD RIGHT), L (SIGNAL STANDARD LEFT!. DETAIL F SIGNAL HEAD ANO SIGN PANEL PLACEMENT NO SCALE DETAIL "U" ES~T REQUIRED MOUNTING TERMINAL COMPARTMENT 8' ' I (0 TV-2-T SIGNAL 8" MOUNTING SV-1-T SIGNAL MOUNTING " ◄'-6 11 TO REEN SECTION TYPICAL GROUND e DRIVER POSITION ® SIGNAL MOUNTING DETAILS NO SCALE SV-2-T SIGNAL MOUNTING 1ST cOUNT'r' flOUT£ 11 so 5 PLANS APPROVAL OAT£ CITt ~ CARLSBAD 2075 LAS fJAL.MAS OfHV£ CARl.$8.I.O• CA 92009 BOYLE (NGINEERING CORPmATION 1107 CONVOY COURT SUH£ '!:00 SAN DIEGO. CA. 92111 (519) 268◄010 NOT~: OMIT LOWER INDICATIONS AT LOCATION 1. 1-SECTION SIGNAL FACE WITH 8" YELLOW LENS, BACKPLAlE NOT REOUIRED, SIGN PANEL TYPE 1-A --STANDARD FLASHING BEACON INSTALLATION DETAIL NO SCALE THIS PLAN ACCURATE FOIi ELECTRlCAL WORK ONLY RAMP METER SYSTEM. DETAILS E-13 • . ., ,I • a lii ! ! "' ... 3 § ~ ~lii lii ii fi :;1.i l'i ul:I j 1' I!! ii !: "' :i: ~ C ... 1i :a g • ·-' "' ,o( 0 C) Ea: ,, ' ·l :lii I- • Ii u ::.! w = ..I ~ w ■ t; C) w .. -... II., :i II., ::. c( .. a: :s :i 0 I- -. ~ .. ... 0 ... ... ~ .. ~ BACK MOUNTING BOARD 17 3/◄' X 17 3/◄' PLYWOOD INOCl(OUTS m , I I I I I I I I I .1. __ , ____ ...,,_:._ __________________ .,. _ _: __ .J.J KNOelauTS ISi ..,.,. __ TOP C ~ fLEX18lE METAL CONCUIT THROUGH PEDESTAL TO D FOUNDATION FRONT PEDESTAL ADAPTER BOLT CIRCLE HASP LOCK HEMA JR ENCLOSURE ll'X'8'X12' I NG£0 l;OYER WITH PAlll.OCK HASP. I ◄ .GAUGE IIIHIWM THltKHES$.. HASP LOCK q_ CABINET SECTION A-A RIGHT SIDE NOTE• THIS PLAN ACCURATE FQ~ ELECTRICAL WORK ONLY. BOYLE ENGINEERING CORPOR.I.TIOH 7807 COHVOY CQURT SUITE; 200 · SAN DI ECO, CA, 92111 fl ltl 268•10t0 . , DEMARCATION CABINET NOTES I. MOUNT CAB I NET ON TYPE G CAB I NET PEOEST Al.. SEE ES•◄B. 2, USE TYPE G CABINET P,C,~. FOUNOATION 3. SEE ES•◄B. NOTES 3, 6, 7, ANO ZO.· ◄, PLYWOOD SHAU. Rt½' THICK AND ClllADE ACX. !i, BONO RECEPTACLE POWER CIIOtHI WIRE TO FOUNDATION CCNDUIT, &. &~8lttETsl'tAb~R8Es~ti~Pr~ ... \1811! fllliE~E~~~JEgMJ:'6 · 7. Tl£ STEEL PEDESTAi.. !SllALL BE !$' TO !O" IN UNG1H ANO $11AU.' E ,:;" I. 0. FOR ITS FULL LENGTH. 8. THE PEDESTAL HANOH0U',.BASE PLATE, BQ.T C1Ra.E ANO l'Q\lllDA'MON FOR THE TYPE G CABINE;T SHAU. 8E THE SAME ,AS 1!J'IT SHOWN fgi A TYPE 1-G STANDARD, ANCHOR BOLTS SHAI..L BE 3M X 113• WITtt A 2 •90' IIENO, FQl)R 801.TS REOUIIIEO PER CABINET. . 9, TYPE G CABINET SHA~ BE PROVIOEO WITH A SUPFITTER TO PERMIT MOUNTING ON TI£ S l,O; PEDESTAL. SLIPATTER SHALL 8E DOL.TEO lO BOTTOM Of THE CABINET. . FASTENER SCHEDULE @ IIACI< WUNTIHG BOARD 4 HO. I X 3/◄' 10011 SCREWS @ SHELF SU'P011T$, <ti • HO. I X V◄• 10011 SCftEIS @ RECEPTACLE TO BACKBOARD ◄ HO. I X V◄• 10011 SCREWS @ BOTTOM SHELF SUPPORT TELEPHONE DEMARCATION CABINET (RAMP METERING SYSTEM> (NO SCALEI E-14