Loading...
S-60-16.1-16.7t CONSTRUCT /ON NOTES t:o zNSTRU�T,ONS IMPROVEMENT PLANS last I�:ix aurtaCinqq with Seal Cant oyur f ^r law Goat and 4' Entreated Rock Base. (sea Std. PI -n No. I and Typical Section on Title Sheet.} 1. Construct Standard Concret gloss totter and Aprons, By thick. (See Std. Plans No's. 8 a 9 and Detail on Title Sheet.i 3. Construct Standard 6` cW4rele'Curb and 40tar Type "D ". (See Std. Plan No. 6 and Detail on Title •Sheet.) . FOR u. Construct StandarO Wicrate Sidewalk 4" thick x 400• wide. r 3. Construct 8" V.C•t. Sewer Main. Standard Manholes, Cieanouts, and 6" Y.C.P. hawse O Connections. R AAA C� G Install 6" Asbestos Cement Water Main and ,Sate Valves as noted - Copper Pipe Water Services per Std. Plan Nay. 16, Fire hydrants per $td. Plan No. 16. 900�ol \ \�C Na 7. install By Asbestos Cement Water Main and Gate Valves as noted - Copper Pipe Water Services per std. Plan Nat 151 Fire hydrants per Std. Plan No. 16, I 8. instal.# i2" Asbestos Cement Water Main and ,late Valvas as noted - Copper rile ' -;ALor 1 per Std. Plan No. 15, fire Hydrants par Std. Plat. 1 =0. 46. COSTA M E S A ;. C47m -'r tt 3 .P�nf. JY1ix ,'Si�il�rrin9 arit/i 'Sela/GiN ovsr �rimYr Calvia/d 4h UnteOfed Pock BaseCITY OF /See Tyo Section 4v7 T.f /e Shut J tl'uci '!ub r Guard „ail I+er 5#d. Plan t +w i4,, {35� iang.or full atreuta, 17'w.:" tang cn half+ streets). id F;ase 2" x f Redwood header, O A E I,. Type "Ca-Curb and .Gutter. SCALE: AS SHOWN E I •� G B0 /t!G' s 6+ 8• 0.79` + I 4 R /7• Am 4 nor r t, A; ro / e c aouiJV s� )ts I I-0 . a - -" `•••I• "X 4' -0" Pt:G S/DEWAlX r. 11EB f 9C-x? PC. S /OE WALK i CUL'B /QV/TER i -ape& rrarrhE' so SrREEr NOTES SbUl./ S13' aF TUN /PCeO �rl 0.9[[e*KraMI�IKIiMY r►i.wltelt stlull.aa Nn�.' - t RSTe! I " "a S ML\ OR f"TAttaO teleMrea00 t0 COOT• Utah 941110TV 00144 101e"OeT 111a"AV0s. 1 tact* 0"1000 say" as tMfA /tee To IMTMN fo COOTa wait NaITA*V IIlT ■KT LT *Nea"$. .a ALL tTVIST VMa *Milt CM*Ma TO Cttf N COOL* N[sN •t.NaARSe• a aMMCNta aMt \N as CeN *T NC"OCT�M0fl101ft LIPS nl"0af CITY Or COSTA NON a ". N. 11 AN It. 0 44N7INa la*IMfaM LINT* AN •. *N "NNHe $"Am. MT at ■suvta M AtHals On"" CMNt■t as "UAi. d'.• :j , 7 /T41Er MK t10M11 T* OF I41TALL6* ItM. IMY go. tTI ej lN00M t00N1 . "' /O ",10• EO' /O' 6 11"!11 0*10TS t0 N INtTAILa* *11004 TAVSI B save" s" "NI 60 tt* "me etwootttM $%*ta at eeNs"Vic "s forma tit J ' 4 . , sts" MI■ IS tN[ .Aa.[■tr ttN[ rM t•c■ set. TIM _ -_ _- - ,•1; I -_ __ _ -_ NV[La►a* *MIL V10111111001 1#0 SIntl CMV*ACtI* VIT■ a TM { ,• �f\0f HAND IN /dtlN 1OO 0[C01■ItNt* tOOatfM N ""I eaMltflM rM I"eN let ra1M To given "Ate 4 \ CNtttaYCTIN• AN *taN NNte GMMttf Safi 3Mt4 of ,; { „ ' .•'� - ". _ {� *LACKS, .OIM 10 IY■VAC*N M ST*[t Ta. ALL sl•E" W"*O\t ►A*Nt► AN COVERS aNALL K LIrT6" Ol L*V rl00tONES MNe. 'n I • ' I ` 1`. TIE[ NeM C aACTM t*A LL 01*IA[ tNt rANN[ fMM AN 4•xf -o P. ee. r, P[A.yT /fv s FAC/ivi 5 I Ea" S /OErI/AIX•• -• •1 .� • ', � , ,• 1J ,alts " n4nNts sa"N atria E "at twaadN n t0 e * was Nel was to t te . ;< \ w$ toosi ter A *lase. a uo EOS T g . .IaeN a Ne twtlttlN OF •N N*Mtnc awr►atM saps w .**LIay. r - • . a . + 1. -, • - ' ` • « ". I •'•� - I it Att WINE *MONM 0MC *Nall at tM►LCMa .II'iM f! r.HNi• 1 _ it sa/ea StAT1e11IN M Tam .tA"t lEtaat To t o1 0*01/. _ - IOW_ N � ,� _ , - �-- ' -•�- -_ �- 4r' . t6 -,. �= 1' _ `` _ •' � � A ter. Prvr[•B6 ..�ri8, //, be ,r' bl:.serrrce. ti' -EYPAN �oeV Jty /�{'TS •.. -... AII � « E ...... • ' to �M a c cwifh City • . fpU,P fie �BIl.CS, ¢'��t/2'/e•CQA'1 lr4KSe• � L :A � - of Gosta Mesa PSao N° //5. EASE, 24 -C C t i' "F.RlM ov rro.Y, /AY EAGeJ ErO. USE SY .rW B.1" 4.PEA.t6 GC AGH/P SCALE /'= /C OAEE 6r0 a0`7 6few ISdtIP. CROSS CquTTER DETAIL. 30' 30 • 20' 4 6 �i loMC.. OV &,r0/V AYE#vIff A/7 ye" A1ewy Arey.flna E+wz►ifr,. ,ewga ht-,r~ Cove 1 I 1 1 $: J I Z"P• A•f.S. O' SEAL COAT'• "/ COVNI'Tse) CAL1F'ORt4lIA DATE: dV N E, 1960 PREPARED IN THE OFFICE OF CONSULTING ENGINEERS KEY MAP u a i ». 1w. .N.. :w 8= 0" 4'- O„ L,NI •� _ - -- / - �- 4�[0�4,21r ".rA1rT 6'U�YTT;CEATED Armor BASE _rte ¢`x4 0 "PCC. ,f "LIPB. f SS'2 P.L. CUPB <6UTTEe 6 " STD. Cued 0 Gu rrER so" s/aEwALK••• TYPE O" "" TYPED 5r'0R WWS` 6 b i Q" SECT / O /V �Aa 6e, STREETS - Ldl!ETO AYE J PRES /O /O O.t' /YE, G'12f'TEZ S17t:'EETL �j"Q, -.,_. :.','•�}.? , -.� ._ JYA6ELlA✓ S7�E�r F. 'Or"Ve4r L/rA6'E SUTTEE ere/ * /PE.tO E.IwE EXCEPT Sewr// gy.00 M'N/G/i /S Aq, -:O'I A LOMA C/RCLE • 8" STO. CU,E'B <GUTTE/P � TYPE 2: STD. PLAN 0 S 000 SLALE Ca 1'2 SCALE: -200 VANILITIES 1. Roadway Excavation 12106 C.Y. 14. Standard Manholes 16 E+s, 2. 2" Plant Mixed Surfacin, 1821.930 :;.F. 15. Standard Cieanouts 3 #a. 30 4" Untreated Rock'Ease 66,495 C.F. Ili. 12" Water Main 805 L.F. , 4. 6" Curb and Gutter (Type "D ") 10647 Lt F. 171. 66 Wate? main =-=Tfr S. 6" Curb only (at Cross Gutters) 9F1 b,, F. 18. 6" Water Main 30790 L.F. 6. '8" Concrete Cross Gutter 3 Aprons 41610 S.F. i9. 12" Gate Valves I Ea. F ' 7. Seal Coat (s O.IO gal. /sq.yd.) 2,09 gal. �6t ^ " -t -•__ 8. SC -2 PRlme Coat (a 0.25 gal. /sq.yd.) 5,222 gal.- By Get- Yelveo --= Ee. 9. 2" x 6" Redwood Reader i2O L.F. 22• C" Gate Valve$ 7 Ea. i0. 4► x 4" Concrete Sidewalk d Landings 359490 S.F. 230 Fire Hydrants (complete,) 7 Ea. 11. Standard Guard Panel i20 L.F. 244 Single Water service 11?21LA• 11. 8" V.C.P. Sewer Main 49065 L.F. 25. 3" P/v/rf Olkeol 9ur,'QVC rg 7,07a sF 26. Bose 3535 c.r V i3. 6" V.C.P. house Connections 3.060 L.F. TT.. 5truet Li;ht Assemblios Ili,1 t 1 N 28. Street name Signs $ iJel. �Cs �^ ' g En k p 29. 4" l:urb S CuttMr {•Ty>rytr "C. ") 156 i:' +f. ,1 „kY �� „ � r t r'IC Tae /e/ 1e2 I i' 99 9d >; '17 81 80 I � (i D IS 93 79 r v 83 17 78 I . APPI[OVEO... 7iX'SZZO:�y '' 94 S I g4 i ?s; fO�P BOyLE EN9/NEE.P/iW!/ . / rk 77 Y 92 1` •' 74 It � 4.. Aa1. FICrES, .PEv.. C /V /L EA'gr,e. 6,844 � 92 5�4 a• s 3 O ('v ,IPP�OYEO... 77P /s ZZ pqy OF /K1 /960 I Foie city co A Es ii S 67 �y O. SOUTiYHoPTH... C /Ty EV4 /YEEP 77 •y6, �9 � r -w„ AOPk'OV60... TAY /S L7l.Ogy pF�/ /960 S7 s © E 7 ° I s t I "Ie COSTA /yE•SAr S,ON ITA,ey Q/ T ? /CT , `- . � w.• .t•L L = 49 I b Jrf sO Iv P.PESioEivr... SS St I ' 40 y,4 s3 ¢7 48 ,\4Y T v COS N Ctx/NTy AJ ASrP/cT 411 9S � E 13 n 42 41 44 s /s 1 z4 23 ZZ 11 ZO zs bz - /7 BENCH " A R k. 70 0 /i 12 RIv 447WOO -CIIY dclbS7AME3.!' COY /SELEO `0' Nw CEWMISe s re pt9 O I CONC. GVAL O S.AE, caleNE.e NESS¢ r 1 wr• t O.eiYE AAO AoWWP4,e. ' IBlYO, /AA' fqe/P-tTE• W,CL4V A7 rz) z ,f,eoaro 'BUOS AC' /Yens'" 42IFY = 62.46 9 arr B 7 6 S 4 9 (CoUNTy OJ4TUa7 5rv7EAeT -O. % O .f l a fr //A'Ar .TRACT /V� 38 .S'3 :' � {Y INDEX MAP C/rr 10/� cos'r4 MESA �' OA'CAMC•t' coae7••y CA4roJeA' /A DESIGN �«� I. BOYLE ENGINEERING SHEET p lVIBIONB D"ANNIr/ SANTA ANA, CALIF. 7' DATE. CHECKED j' N' 7908 D -837 s, a. of i ell[m .,Rx �y �- ,.. ... .,.. •:, .:. .,a. s. .... . ,. .. ,,.: .. >, ... ,. ,+ a .: ,. . fin" ._ .., r,' <,. ,. ;. _ .. •. . '- .. ,. .- v� %s >al'o.3/ PRES /DIO OR. yM JWiY EX /ST C'UiPB- /23.00 = - - - - -- <� • C 9 Q 2.7 �0' 0 • ro t• 180.00 gra, •anr- a�►r -� • L: 8�.3g• i L'A'/?. 8•YG° A WEsST c u - 3EC SsYl t es .e� OATH r�nta r• •ti4.os � � l% tS� � y f�'' z7.�,fr � h �I Oft>l °• yo•°° °° m cv'auorr I{ Ii 1 I m a• ss.00• m 4 3 �' SE,� s�,�-7� / _ _ °�; � � {� I L- asa7' g8'� $`l6 �� ybt) �o� I r' " Al — 3 I aff Nil IN nn y L•39.27' b M , gq 0 X68/ Iv .9 1 z7 � -- $6� ¢ tx/sr C�.ay +3 � I 1 s�og o i•E �s� 3is4 �s -0/ �I v.�Fl �— s . 8. 9 • vw6v � � , ? • oarA �L� /�S/ NI �s '� , .27.3° 00 o ' V I VI cu1[6 tarueu DAM 1 w 2 L . �s.� +::• Oil \� ssr b5 lo' G.S' L.Ol.� 3l.Z~ a //� b l 8 h) T • •+a.�« :.,: p,. �. �TIR,25.o0 •oo. I cu¢a a1.Ts 1 t1� c ( � � G� .� ` + � +:^'� .r .•./ Q - - --- 1 rl QIL•35.27 Gam. R� 2O�o0 • 'p W o° —, W _,4 '� �— a ''� _ X27 .o�'W_ py "'._ __:_— _y S �p1� ,� •• .-:' � I � A� ---� 1 T• O p r6s•, t.l 5 /2. 5 v� 1 }T V w ''z Q t iz oY 6".... ov 1 v`' ari.00 — B° v. .P ..... + 25 g� cuRB oAT^ $� .... - wEIST -. c a° �C P , ti l l ` of 44/t.o�o' u /HN Z o 1 ` ' 4.O Q . 27.•S0• .. � - '. -�S'• �-I cultl► OATH 1 • V w 5' r .0 180.00' .' I , 1 w . . W. P v r• w Z .`�'•`.'•. "9 1 v. 1' • I �' 1 R Gfm YS WEST ..... d'�v �9� L • 86.59' L;,f I I p.V Gv o y�d.w b x.263 •tl+ 21" lw/ C9 A' / o .� �IV """" —' R• k� .00' T 44.0 S••� - ro0 00 0p v\ L• . /•4 Pr ui ->tr., 1 "� 1111 . rw 1 �I► �4 SCI 8�' 86y cps ps 5' 1 COP DETAIL SN/. S lie 1 �._ M •• 1 COP DETAIL SN/. S lie 1 �._ M ••