Loading...
S-61-5.1_ 1 i QI CONST. 2 "P.M.S. &SEAL COAT OVER 4 "U.R.B. &SC -2 PRIME COAT. CONST. TYPE "D" CURB & GUTTER PER STD. PLAN N °6. ® CONST PC.C. SIDEWALK, 4' WIDE.411 THICK. BACK OF WALK 21' OFF t. (NOTE SANTA ANA AVE. ON KEY MAP) (D CONST 611ASBESTO5 CEMENT WATER MAIN,GATE VALVES,FIRE HYDRANTS & SERVICES TO I�_. ® CONST. 8" VC.P SEWER MAIN. MANHOLES & 6 "VC.P LATERALS TO Il'. LILAC LANE See sheet 2 o CC !� i� l i 0 ' \ +N � I I U IQ' 1 IRIS CURB CURVE 1�41124.35` R • 57.00' il\ i- si.00' -- �1 �u � f 41.zo• 10_\x; • C.F CF �• Spike Tn power pole N466 -1O1E, S.W. corner of Sonto Ana lt9� Ave. and 21 sT St. MC N � ` P.CC.Span rels,S` +hick S\ SSS PC-f. Cross Gu ++er, CURB CURVE uyo��P ae ' O a 162 °49' 10" ca 2.S+at;oning refers +a+he centerline olfstreets. R _ 43.00' 3. Curb data refers +o +he face of curb. 2 fDI L- 19-!.24• 0 a art of this plan and shall be constructed per std. plans N411 and N= 12- \1 o a Q 8 of not Iassthan faur(4)weeks 4 Seal Boat con slstinq of an a6phauI+'ic PLACE. PLAN SCALE I"= 40' 2 .F e� V -� -_ _- 1 2 W -Ons +. 2" P. M.S. E seat cos+ 6" crown Const.4''UA B.! SC -2 Prime Coo+ Con {t. type "D" Curbt 9uf +er(S +dplan NQif) Const. FC.C. esdewolk, 4-'* thick TYPICAL SECTION OF STREETS EXCEPT SANTA ANA AVE) a y' C.F CF �• Spike Tn power pole N466 -1O1E, S.W. corner of Sonto Ana 3eo Ave. and 21 sT St. 1 �' Expansl0 Jo. nts � ` P.CC.Span rels,S` +hick S\ SSS PC-f. Cross Gu ++er, Q'oPiV uyo��P ae 8 "thl<ks etypsec � and shalt be completed +o+he sa +ist= action of +he C; +y Eng ineer- ca 2.S+at;oning refers +a+he centerline olfstreets. 994 3. Curb data refers +o +he face of curb. 4.If driveway depressions are made, driveway approaches will be considered 18 �i `? a art of this plan and shall be constructed per std. plans N411 and N= 12- \1 S. After plant mix surfacing CP.M.S.) has been open to traffic for a period •t of not Iassthan faur(4)weeks 4 Seal Boat con slstinq of an a6phauI+'ic Expansion emulsion shalt be applied. xponslon Josn+s _ Joints 5,915 7. All underground work within +he streets shall be completed prior +o paving. Note + Flow l Ines sn°wn $.Fire hydrants shalt be Renneslaer I ist90 -A ornpproved equnl. 7 may be 0t tared to Ln Water District. Conform to grodes. 10. The sewer system shall conform to the standards of the Costa MesoSonitary 4Y4$bars,4'lonq,\T' District. 35 f ram ea. edge , 24 "C. C. , 3° City Cf Costa Mesa plan Ne IS w; +h sinq to strapped saddles. from bo++om,in eca.end. 12. ♦ denotes install fire. hydrant., - Use srroo +h bars,greo,se '•"'•' 14 denotes install street sign- or wrap one end of ea. bar Water services DETAIL OF STREET INTERSECTION WITH Ea•. CROSS GUTTER Fire hydron +s CTYPe °g °) _1• j41 1• II t a' U.R.B. \4.4 $ bore, see detail TYPICAL SECTION CROSS GUTTER �f- '35495' 24 23 22 21 20 SHEET Z ASTER SEE PLACE l a °V.G. P. Sewer Moin . W Iii W LL KEY MAP Q 14 15 16 17 SCALE: P =601 rJ } W C 1 _07, .. r. i W Q d Li 1i L N N a 3 1'3 12 I I 10 t tau y + •... ... �..... O '� U t: i {•'. I 1IRIS 5 1 \ I S THIS SHEET LACE �� Ile $ "V.C.P.SBWer Main _ a - o � E J PLAN AND PROFILE FOR STREET IMPROVEMENTS IN .s :v r• TRACT Ne 3856 IN THE CITY OF COSTA MESA ORANGE COUNTY It CALIFORNIA NOVEMBER , 1960 ENGINEER — ten' DATE D. SOUTHWORTH "R.C.E.6579" CITY ENGINEERR —CITY OF COSTA MESA APPROVED_40,�% 7M�� DATE COSTA MESA SANITARY DISTRICT APPROVED �'« DATE COSTA MESA COUNTY WATER DISTRICT APPROVED �'' ` 4. � �� DATE MANAGER / BENCH MARK - Spike Tn power pole N466 -1O1E, S.W. corner of Sonto Ana 3eo Ave. and 21 sT St. E1eva }; on = 6'3.4'3 ,datum of the City of Costa Mesa. U.R.B. SSS GENERAL NOTES 1. At I work done sl-loll conform +o+he standards of the City of Costa Masai, 'S98 and shalt be completed +o+he sa +ist= action of +he C; +y Eng ineer- 2.S+at;oning refers +a+he centerline olfstreets. 994 3. Curb data refers +o +he face of curb. 4.If driveway depressions are made, driveway approaches will be considered 18 �i `? a art of this plan and shall be constructed per std. plans N411 and N= 12- \1 S. After plant mix surfacing CP.M.S.) has been open to traffic for a period •t of not Iassthan faur(4)weeks 4 Seal Boat con slstinq of an a6phauI+'ic ' emulsion shalt be applied. ! G. Sewer manholes shall be left below pavement grade and brought to finish _ grade after pavement is in place. 5,915 7. All underground work within +he streets shall be completed prior +o paving. $.Fire hydrants shalt be Renneslaer I ist90 -A ornpproved equnl. 7 9. The water system shall conform t•o the standards of +he Costa Mesa County Ln Water District. 3 10. The sewer system shall conform to the standards of the Costa MesoSonitary District. 35 Il. Wo+er services shall be single services constructed in accordance with City Cf Costa Mesa plan Ne IS w; +h sinq to strapped saddles. 1,044 12. ♦ denotes install fire. hydrant., - 13. denotes install s+rec+• light. '•"'•' 14 denotes install street sign- ic} Water services Yr Ea•. 9 Fire hydron +s CTYPe °g °) 3 Ea. U 4 5 6 7 rr It 1 f. • h !J P .:IK 4 I re: N NJ Sewer Water 1a+aralf �1 ir to Iota 1 /2 +oba pig ! '"'r•�T ;77 M. coas. y ohe z . .. ' 5 j s� s ��� SANTA ANA I F o Curb {go#fer#o becen {# j AVENUE, __ S .• f Y I by pfhlrf � _. _. 7 ExistB "yc.PSCwar r I i 5,4'.' WCP. storm ' Oroin_ s.+H. 0. ' W -M f be can't. by others ^' 11 - �L r, ESTIMATED QUANTITIES Excavation 3eo cx: 2" U.R.B. SSS Tons Seat Cam+ 'S98 Gals - SC-2 Prime Coot 994 Gals. Type'D "curb4ilqu+ter 1,71-7 L.F. Cvrb around return 216 L.F. Cross qu++er { spandrels 1,651 S.F Sidewalk 5,915 s.F S +ree+ t iqh+s 7 Ea. Street signs 3 Eo. Guard panel 35 L.F. G"asbeS+oscern&"j -water pipe 1,044 L. F. ra" Gate valves 4 Ea. Water services 28 Ea•. Fire hydron +s CTYPe °g °) 3 Ea. 973 L.F. G "v.0 P. 940 L.F Sewer manholes 5 Ea. Curb Inlet Ca+chBasin 2 Ea. -- " 24 "RC.P,I100 -D 364 L.F. Storm Drain Manhole I Eck TRACT N9 3856 r.. SHEET I OF 2 �, - S, ► TR#CT X3"6 U _ W � Z 0 1 V W J f/1 W ° 11 - r — - ,^^.re ,."'- �-i:.. I r". - QI CONST 211PM.S. &SEAL COAT OVER 4 "U.R.B. &SC -2 PRIME COAT. \ CONST. TYPE "D" CURB &GUTTER PER STD. PLAN N° 6. 3Q CON ST. PC.C. SIDEWALK, 41 WIDE. 411 THICK, BACK OF WALK 211 OFF It. ® CONST. PC.C. CROSS GUTTER & SPANDRELS. CSEE DETAIL &TYP SEC. ON SHEET I) Q CONST 6" ASBESTOS CEMENT WATER MAI N, GATE VALVES. FI RE HYDRANTS & SERVICES TO It. © CONST 811V.C.P SEWER MAIN. MANHOLES & 6 "V.C.P. LATERALS TO L. © CONST CURB INLET CATCH BASIN PER ORA.CO. HWY DEPT. STD. PLAN N=520. © CONST. 2411 R.C.P , 1100 DI STORM DRAIN. CURB CURVE CURB CURVE ASTER PLACE IR15 PLACE SANTA ANA AVENUE 0 6413' os14° ---53' " CURB CURVE R =110.33' R =134.33' ts= 41 024' 1,5" L See this sheet See Sheet s W R I +24.06' R= 51.00' , , 1. e' It 1, 10 �i0 E t V E( P.RC.+e E C 410' .1� L = 15 } 'r B.SS, 6.1 CV RB 0.ETU RN CURB RETURN aV RB RETURN CURB RETURN 0 '`5( S �/,/9 2 I u O =$9 °59'4$" D =90 °00'15" IY D =89 °59'45 D =90 °00'15" 3, II r °� Ts19.B3' 2v� 1f5 in Il' R +25.00' w R-1S 00' R =25.00 I y Q 0 1. =39.44' RT +1S.00' _ T =25.00' .I _eY Q ++ `� N L 39.1T x:39 -Y7' I '3 I L, 39.� I�� �'c �4 0 �. Ql �J 22 \� \ 2 3 0 /—Ih N 14 13 a I Pad II >d o 1 I. a4 b I E T' L� I - + i W. O� 1 =i7 �- 010 o4 �l0�� &u,y eta+ vc ' o. I fn * ql a.0a ° a'IH o.'-�� W'+ .b°� \\ coin Wy r___ .. ___l rr__ w ZI G e9,Ot5 1• a O + T 1 1 IIIVVV111 n o +° 7� r o. II . s!s , ff�o ,i3 a Ills a 9 6 , . o ° . tia 19 1 . 4, , r _ 1 / , f r 1 I c. III K D ` r - 6. O' 42.33' 1490 Con54. 45 °P.C.C.4am 9292 93.00 Q .. $ -°_� ,v• ; (3')wi +h X'gv4ter N 4- r F1 I:zY.v� If Cons + - 35'•0 "of uard it - o A= _._ —. 1 0.W' .., _ _•_ 111 Qo ln. __ __ __ • -: - - anal r5td. Ian NQ14. _t- 6 ^ w p. le V:1.41 n[. - _ 11,1 P Ps P - L/4 �., - _ I 8 7T. - 7 6 5 4 II PIQCe Qc oCpoa+s l'l nside ,0 -C pRc.L�2�49•w•• - 216.00 P61' - 151.00 - 4 -. Tr. 6n'dry "N So -0 00 "W Ls 91.14' ti i - 5 s ' 7 ons rscos cP _ T +o.c1' 0 +001rIP1• .+ • d•� 11n ° +n oM pp, 1 ZOO' monhole ww +h Flct tows -C85 T31'•� . _ s e man0hole from 4c�er'r T Rlt :110713' JA ,� i d I'� •° • L.. •• • •• so. -• _• ll as monufocturedb L= 21.40, -" 42.00 48.83'56 •,.3 ?° \ Q \ i r ,S-TRACT 3 ti BOUNDARY II11 Yel 3 �0- i i I I M.' I as mcloted Concrete e___ �l xil i �Ui� I Il Products ,lea __J • '+' s a a l � I MI5 I li �� I'i miN Qy 3s °�fT�► 144 j �� . Hs ". K V I � I {% . I � U d li Ij1 • I (� � �•/�O p•{�[ �i-... 0 14 ( 5 --y o =B9 °59.45" I ( 1 1 / t ,CURB RETURN per+ial) - GURB 0.ETURµ Gq� jQ 44:' I; O� / ✓'^ 1 6 15 T +?0.09 - • 4 25.00' i 1 IB' 1' CURB CURVE A10 Al _ L= 19.11' Cs3oU -ZT • II 1 0 =41°1435" See tt,is sheet #- _ curb�9utter Jr pa vinq,tobs �onst. LILAC LANE I' I LILAC LANE =40' ASTER PLACE PLAN SCALE BENCH MARK! Spl ke in power Pole Na 96101 E, S.W. corner oG Santo Ana Ave. i 'L% 5r St. Elevotion . 83.43, cia +um of the Ci +y of C.oS +o MSSQ- ■ _ -1