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S-60-8.1-8.110.17 -.. EX /Sr. co/vsr. E _ mmlowumm� 111RMS. ovER 4 "U.RB. SCl PR/AIfCOAr fSE4LCa47 TY ?E "C- CURB (' G!/rrER ---- 41X4•' RGC. S /OEWALlr -- - - -- TYP/CAL SECTION GISLER AVENUE y Pyg' X44 60' w PLAN AND PROFILE FOR STREET IMPROVEMENTS IN TRACT N° 3625 IN THE CITY OF COSTA MESA 0 CALIF. —� APRIL, 19GO 4' a17 l J `� DATE Port /and Dement Concrete , I F- an' NOTE -Any /rrigation Fccilities within the limits of Construction indicated by these /ans // be PRESIDENT • COSTA MESA SANITARY DISTRICT •. P sha not altered or removed W/thouf obto /ring permission swEr oP o// persons ho✓/ng any interest in Those -FocilitieS. ,?EE T 4 L STAr/0/VnVG REFERS rO rHE CENTERL /NE OF SrREETS . arREEr LIGHT .,( "�- WE X00 oeo Ll 00000 MINNESOTA AV! J. /,E•.. /, a o OQ'�gOg� S. /E+•�... .: - J. ALL WORK GONE 5,. ALL CONFORM M THE JrANOAR.0S Of THE C/rY 0W COSrA MESA ANO SHALL `6- Untreated Rock GATE ✓At yE S . 4- gip' Hors, 4' long, /2" from BE COMPLETED ro THE 54Tlsxi4C7 /ON of THE C/ry ENGINEER. each a edge, ., $ "prom • 4. IF OR /VEWAY OEPRL•SS /DAIS ARE MADE, 'aplyEWAy APPROACI.'ES W/LL BE CONS/DEREO A each a bottom, c eo ch end. :E 6 Use smooth bars grease or SEWER MANHOLE -4� - wrap one end o{� each bar. CROSS GUTTER SECTION ENGINEER v DATE TIC 9G m 0. SOUTHWORTH R.C.E. 6579 (i ENGINEER CI T Y OF COSTA MESA APPROVED I LmrE�2 /9Go MANAGER • COSTA MESA COUNTY WATER DISTRICT /AIDE LEGEND STREET F /RE HY RA r +o - CAL /FORNIA S7 a/T APPROVED l J `� DATE 5 � b , I F- an' NOTE -Any /rrigation Fccilities within the limits of Construction indicated by these /ans // be PRESIDENT • COSTA MESA SANITARY DISTRICT •. P sha not altered or removed W/thouf obto /ring permission swEr oP o// persons ho✓/ng any interest in Those -FocilitieS. ,?EE T /AIDE LEGEND STREET F /RE HY RA r +o - CAL /FORNIA S7 a/T 5 � b f ` I F- an' D N swEr GENERAL NOTES ,?EE T 8.9 L STAr/0/VnVG REFERS rO rHE CENTERL /NE OF SrREETS . arREEr LIGHT .,( "�- WE I 1 Q 24 R. C. P. MINNESOTA AV! J. /,E•.. /, I - � S. /E+•�... .: - J. ALL WORK GONE 5,. ALL CONFORM M THE JrANOAR.0S Of THE C/rY 0W COSrA MESA ANO SHALL GATE ✓At yE S BE COMPLETED ro THE 54Tlsxi4C7 /ON of THE C/ry ENGINEER. NEBRASKA PLsI 4. IF OR /VEWAY OEPRL•SS /DAIS ARE MADE, 'aplyEWAy APPROACI.'ES W/LL BE CONS/DEREO A :E 6 SEWER MANHOLE -4� O 5 AFTER THE ACANr AI/XE'O 541R.AACI NG (•LAS BEEN OPEN 7b TRAFFIC FOR A PERIOD Of NOT , WE 7 LES5 THAN FOUR (4/ WEEKS A SEAL COAT CONS /STING Cl,- AN ASpfiAL T/C EMUL S /ON S1aiZ BE APPLIED. E B IDAHO PL A 6. SEWER MANifOLES SHALL BE LEFT BELOW A407 /ENT GRADE ANO BRO!/B/tT r0 F /N/Shy GA6lOE AFTER R9yEMENr IS /N PLACE. STR£Er SIGN 2,3 AL 7 ALL !/NDERGROUNO WORIr WIrH /N THE STREETS SHALL BE CO.NPLiTEO PRIOR TO PAVING. v /01// � -/-P "FMS OVER 4 "URB SC- ZPR /ME C04T �'sEA[�avr D /SrRIC7.. • DAKOTA AVE .� ,: TYPE O "CURB (GUTTER- TYPi 'C" ON DAKOTA AYE: - . SAN /TARY O /STR /CT. NOTE.' /O FIRE H):Y RANTS SHALL BE REVS J E[ AE.P t /ST 90 -A OR APPROVED EQUAL. - 4 x4- FCC. f1DEWAzA- c - -- - - - - -- / EA. WORN' ON - 4AN/rAT/ON D /STR /CT Mp 6 SEWERS: //. O � DENOTES /NS TALL F /RE HYDRANT, COLORADO PLAT NOT /CE MUST BE6 /YEN TO THE SURERIN TENOENr TYPICAL SECTION 40 43 OFOPERAT/ONS 1"IrAY ERL/r 5.7147) - 61 GISLER AVE /3. 6 DENOTES INSTALL STREET S /GN. 7 9 SNAIL CONFORM TO T%YE REQU/RE,YIENTS oP 14. Ofoo DENOTES SEWER 5rAr /ON /N G. WA TE R SCALE /"= ao 17 /STR /cr iV3 g. MINNESOTA AVENUE , NEBRASKA PLACE, - `23 15. wArER SERVICES SHALL BE CoNS7RUCrEO IN ACCORDANCE W /rH Cme OF COJrA MESA •�� �S T PLAN N-° /S iYiTH D0418LE STRAPPED SADDLES STORM DRA r_ IDAHO PLACE DAKOTA AVENUE COLORADO PLACE s i �- v EX/STiyG /i / RR/GArION LINE - ( CRUSH OR REMOVE /N STREETS) ® _= BENCH MARK M G NP ° E SE y QS „., COUNTY dANlT,gT /ON O /STR /CT IRON ROD 0.3•ABOVE 6•RaaNO AT /NTERSECT/O/V OF HARBOR BLVD. ANO BAA'fR STREET /00' EAST Of jr /-(ARBOR Awa 30' NORTH or OF STREET ON WEST S /OE OF PP. 0 6 a 4l9SE. � � BORN /A-- FLEA- 46.627 PER DATUM OF TH6 C4vvey OE OA=ANGE t 0.60 Lwrua OF TyE Ag 6" TRA NS I TE WATER MAIN 3,630 L6 C /Ty OF COSTA MESA. - 70 I ; 184 87 ESTIMATED QUANTITIES /0 EA. SADOLE5 -93 EA• 71 12 © I 3 SEWER MA /N "� -EX /ST 183 178 W 31 STREE 7- FIRE HYDRANTS TYPE A) 8 b ' d!” SEWER MA /N 21 22 • 41 42 O 2 "PLANT MIXED SURFACING Q 3 "PLANT MIXED SURFACING - 39,1/0 S•P; - 32 182 SEAL COAT / 2 40 GAL. - '2 89 SC -2 PR /ME COAT 5350 GAL. 10 p UNTREATED ROCK BASE 5,/30 TONS. 'C" TYPE CURB ANO GUTTER 3,358 73 TYPE 'O" CURB ANO GUTTER 41637 L, F. "C" S E W E A, TYPE CURB ONLY (RETURNS) 236 L.F. Q Q CROSS GUTTER ANO SPANORELS 2,500 S.F pa. STANOARD SIDEWALK 33,690 S.F• ® 8I 90 50 i�p� REMOVE CROSS GUTTER 240 S'.F 74 ; � GUARD PANEL --- - - -�40 L.F, - ® STREET LIGHTS - - - -24 EA. 13 1 STREET SIGNS - - - -.0 EA. ". CURB IIVLET CATCH BASIN ® Q 8 " V C. P. SEWER MAIM GRATE INLET CATCH BASIN 2 EA 51 68 91 - UCTURE - / EA. �. 75 Q 30 ® 6" VC. P. HOUSE CONNECTIONS 2,932 4,F B0 STANDARD MANHOLES 14 EA, V - 33 245!.79' B' 2' sr B' GISLER 9 AVENUE r . Erlrr.GU." EXifriH. -.- EX /sT.'b✓ T... � v:N EXISt_F.N._________�•__ ___'''\ i ` _ 49 Zb FUTURE CONS cc f• °/7• I 14 I 0 p ' 52 67 j 29 " cR ,. /, 34 48 15 28 53 66 3 PLLS.OyfR 6 URB SC-1 PR /MECa9TS'SEALCOAT 7 35 y TYPE '•C" CURB r GUT rf, 4'X4" RGC S/OEWAL/O 47 - rr?IcAL SECrION 16 27 v `-� 65 CALIFORNIA STREE T 36 6 3 46 < 5 " 17 26 37 55 64 h 4 45 z e 18 25 38 56 63 4 6 0' 19 24 39 '44 57 62 / o' 20' ro' ! , . 1 111 3 eoch edge, bottom, in each end. Use smooth bars, greosp or wrap one end of each bar. CROSS GUTTER DETAIL N DE X MA P rll?AcT /V-9 962 5 6c) 7BR -3/ APPROVED ,EiL DATE swEr GENERAL NOTES ,?EE T 8.9 L STAr/0/VnVG REFERS rO rHE CENTERL /NE OF SrREETS . ty .,( Z. CURB DATA REFERS TO THE FACE OF CURB. WE I 1 Q 24 R. C. P. J. ALL WORK GONE 5,. ALL CONFORM M THE JrANOAR.0S Of THE C/rY 0W COSrA MESA ANO SHALL IE S BE COMPLETED ro THE 54Tlsxi4C7 /ON of THE C/ry ENGINEER. 4. IF OR /VEWAY OEPRL•SS /DAIS ARE MADE, 'aplyEWAy APPROACI.'ES W/LL BE CONS/DEREO A :E 6 a+Rr OF THIS PLAN AND SHALL BE COIVSTR!/C 7ED 4S PER C /Ty OF COSTA MESA ST41V,04R05. O 5 AFTER THE ACANr AI/XE'O 541R.AACI NG (•LAS BEEN OPEN 7b TRAFFIC FOR A PERIOD Of NOT , WE 7 LES5 THAN FOUR (4/ WEEKS A SEAL COAT CONS /STING Cl,- AN ASpfiAL T/C EMUL S /ON S1aiZ BE APPLIED. E B 6. SEWER MANifOLES SHALL BE LEFT BELOW A407 /ENT GRADE ANO BRO!/B/tT r0 F /N/Shy GA6lOE AFTER R9yEMENr IS /N PLACE. IUE 2,3 7 ALL !/NDERGROUNO WORIr WIrH /N THE STREETS SHALL BE CO.NPLiTEO PRIOR TO PAVING. v /01// v 8, THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COsrA MESA COUNTY WATER D /SrRIC7.. • THE SEWEq SYSTiM SNAL L CONFORM TO THE STANDARDS OF THE COSr4,WWS,4 . SAN /TARY O /STR /CT. NOTE.' /O FIRE H):Y RANTS SHALL BE REVS J E[ AE.P t /ST 90 -A OR APPROVED EQUAL. - AT LEAST 2f HRS. PRIOR TO BEGINN /NLi ANy c - -- - - - - -- / EA. WORN' ON - 4AN/rAT/ON D /STR /CT Mp 6 SEWERS: //. O � DENOTES /NS TALL F /RE HYDRANT, 20 NOT /CE MUST BE6 /YEN TO THE SURERIN TENOENr /2. DENOTES iNSrALL STREET LlG.H7. - 40 43 OFOPERAT/ONS 1"IrAY ERL/r 5.7147) - 61 ALL WORA' ON CONNECTIONS 7b - -A1ST /NG SEiVERJ /3. 6 DENOTES INSTALL STREET S /GN. 7 9 SNAIL CONFORM TO T%YE REQU/RE,YIENTS oP 14. Ofoo DENOTES SEWER 5rAr /ON /N G. WA TE R 17 /STR /cr iV3 g. - -� - `23 15. wArER SERVICES SHALL BE CoNS7RUCrEO IN ACCORDANCE W /rH Cme OF COJrA MESA •�� �S T PLAN N-° /S iYiTH D0418LE STRAPPED SADDLES RE T— /i / RR/GArION LINE - ( CRUSH OR REMOVE /N STREETS) ® — — BENCH MARK 69 85 Al I" IRON ROD 0.3•ABOVE 6•RaaNO AT /NTERSECT/O/V OF HARBOR BLVD. ANO BAA'fR STREET /00' EAST Of jr /-(ARBOR Awa 30' NORTH or OF STREET ON WEST S /OE OF PP. 0 6 a 4l9SE. 86 FLEA- 46.627 PER DATUM OF TH6 C4vvey OE OA=ANGE t 0.60 Lwrua OF TyE Ag 6" TRA NS I TE WATER MAIN 3,630 L6 C /Ty OF COSTA MESA. - 70 I ; 184 87 ESTIMATED QUANTITIES /0 EA. SADOLE5 -93 EA• 71 I 3 183 178 W 88 STREE 7- FIRE HYDRANTS TYPE A) 8 b ' 72 21 22 - EXCAVATION IG,400 'YDS. 41 42 O 2 "PLANT MIXED SURFACING Q 3 "PLANT MIXED SURFACING - 39,1/0 S•P; - 182 SEAL COAT / 2 40 GAL. - '2 89 SC -2 PR /ME COAT 5350 GAL. p UNTREATED ROCK BASE 5,/30 TONS. 'C" TYPE CURB ANO GUTTER 3,358 73 TYPE 'O" CURB ANO GUTTER 41637 L, F. "C" S E W E A, TYPE CURB ONLY (RETURNS) 236 L.F. Q Q CROSS GUTTER ANO SPANORELS 2,500 S.F pa. STANOARD SIDEWALK 33,690 S.F• ® 8I 90 REMOVE PLANT M/XEO SURFACING 3,304 s.F i�p� REMOVE CROSS GUTTER 240 S'.F 74 ; � GUARD PANEL --- - - -�40 L.F, - ® STREET LIGHTS - - - -24 EA. ® 1 STREET SIGNS - - - -.0 EA. ". CURB IIVLET CATCH BASIN ® X80 � 8 " V C. P. SEWER MAIM GRATE INLET CATCH BASIN 2 EA 91 - UCTURE - / EA. �. 75 Q /R R. C. P.STR -- /30 L.F N DE X MA P rll?AcT /V-9 962 5 6c) 7BR -3/ ty .,( I 1 Q 24 R. C. P. • O , 30 "R. C. P- v 36- R.C.P. • c STORM ORA /N MANHOLE -- - - - - -- / EA. 2 20 40 43 58 61 76 7 9 � WA TE R `23 Ag 6" TRA NS I TE WATER MAIN 3,630 L6 "GATE VALVE WATER HOUSE CONNS. W /DOUBLE - STRAPPED /0 EA. SADOLE5 -93 EA• 178 FIRE HYDRANTS TYPE A) 8 21 22 41 42 59 6O 77 - ® S E W E A, Q ® ® ® ® 8 " V C. P. SEWER MAIM 2,842 G. F. 6" VC. P. HOUSE CONNECTIONS 2,932 4,F STANDARD MANHOLES 14 EA, V - 245!.79' DROP MANHOLES / EA GISLER AVENUE r . Erlrr.GU." EXifriH. -.- EX /sT.'b✓ T... � v:N EXISt_F.N._________�•__ ___'''\ i ` _ ku Zb cc I CI I 0 p ' N DE X MA P rll?AcT /V-9 962 5 6c) 7BR -3/ /Q CONST• 2 ° P. M. S. AND SEAL COAT OVER 4'" U. R. B. AND SC -2 PR /ME COAT. 4 C e a Q COiVST TYPE "C' CURB AND GUTTER PER STO• PLAN N° 5. "4 _ REAR? ✓E EN/JT /NG RY"f1PJ, AVAOR, STANO O1Ar, CAS /NG f AA°URTCNCIS 41 0 CONST P. C. C. SIDEWALK, 4" Tfi/CK, 4' W /DE. ro3O "BELOW M?Ar7-sUVFACE; h az4/6 gEMA /N /NG wr,6L cASlN6 w17H.9 /o' wiN /ML'M CONCRETE PL U6. 0 n N I t Exisf /rrigo Lion Life. - 0 - •A c�uah pipe in P/o ce 'C within straat Alin. .0-/u ends o{' remoinirrg - h kn 14 Q w F V SQL Sheet Ns4 Sea Sh t NQ 5 See Sheetl AIR 6 ri 44. j m MINMESOTA N P l-,., E A PL CE zo '- 21 22 `��� �o �� 41 42 I WWW I/ ; o o e o .. \.� ..�.�. h .� -�u ...�,... i9 �_sn• h ia'N m �� rSEE SHEET N-° /O Q { FOR OETA /LS OF ORA /N. See Sheet No 8 �N COLORADO PL CE 77 78 ® /Os44.59- Const. Std. Cotch Bo -W- /O' O 4 93 a Z J 0 m U Q O/ CONS T. 2 " P. M.S. ANO SEAL COAT OVER 4 " U• 4. B. ANO SC -2 PR /ME COAT. Q See Sheet N° 7 TYPE. C" CURB ANO GUTTER r DA KO TA CO/VST. P.C.C. S /0,—WALK, 4" TH/Cff, A VENUE b 59 60 m 20 Zo• i�, • a 6 O" k Ali I m rSEE SHEET N-° /O Q { FOR OETA /LS OF ORA /N. See Sheet No 8 �N COLORADO PL CE 77 78 ® /Os44.59- Const. Std. Cotch Bo -W- /O' O 4 93 a Z J 0 m U Q O/ CONS T. 2 " P. M.S. ANO SEAL COAT OVER 4 " U• 4. B. ANO SC -2 PR /ME COAT. Q CONS T• TYPE. C" CURB ANO GUTTER PER STO. PLAN N° S• 3O CO/VST. P.C.C. S /0,—WALK, 4" TH/Cff, 4' W /OE, O CONST. CURB /NLET STRUCTURE PER ORANGE COUNTY S7-O. PLAN NQ 520. O9 CONST. GRATE INLET STRUCTURE PER OETA /LS, SEE SHEET NQ// (REMOVE EX 15T/NG CROSS GUTTER AS REOU/REO -) s /n c4p"r 5W i 5.00' B49s' y� o, `3 \� �S/s' /ZS:DO n „. n issoo' ,.: cwva avvEC /is'/ A�pprr � k a• c:''dam aw.Y,M "A a z" .,y o l::.i +i'. cta.wr ,945,/5 1 T ;iT ,.. �: I.. ..y+i i P CI $ : s. ,;.<.,:.,s ., , w. > • "; i ,}'a<,. , ,°'�" O , . r7. ;. kr f'vi . ,ax .,<i.- ..cida 5 �..4? . a „y Jt:i b*..a i L4r.... •ri:d,. ,.A .:?+ w ,. „3 .+ •,,. ,..: o e9„ t.....rn. t, :..a. .,... ..w�.�'.�k? ., i ... ..., r• £.' .: .� 6,�lID ✓Q X7 �!!Ap'.,'�,• p ,::... .r t'• �y y� ..p..r' .. I tik: Y • A. ,J _. +!v , ,, ..r.:: .n §§. <.,.•. 3M,Y'i- f4V ..a- p,:.4i'� � � �• iv F'.. y "�f 'N O Gr, IST R/, .,... ... v'-"¢. ��” p a*�� .k4• ,. % � �". ;,..y ,'T "�'�� ., :. ' ...., '.� �� M w. .;r. � / /s70- Gis /er Ave. w „�',,� Le ; ,. - �';?AA: .,,. .v .,�... ,r.,.»" =. .r ,d `. .., A .s!•.x ,G. 9 /O- 6:s /er q✓e _ ,. � Y KM .':x IiW I �, '.�. �, ..,. .. .:+'C .� Pt... ,. T�,u' ,. .5.,; .,, ., .� sa.2v 5,lf7Ml'r .'a`..` -;'�" �'�s ]R,` Or00- CO %rodo P/ tF.. i. f•� •< �- I rt..,.: #Ar Iy+Y. ". �.:�. i � •, .,, :501 .... , .a;... i s. ,. k �T �vY , � s" naartRwv. ? ¢,: sue, ��z� 7` `„ �" ,.. ,. R� .:. ��'� .1.... � ,, _ -.;v.. _.:... ,: ,: ..., rx'�kh . , ..,.: s; - : .w, ,. {,- : ,, ,y; vro. : O .i •r'w�. .,'.,fi .•T.'.Sn =rY:N+'R4 �'.;r:? C�?AV TO ORA /N 6 0 ✓o /nEx�i�L ++ fir v 'fG .,w� +s, �. ..w _ _ _... _ _ _ _ _ -__.. ._- •� EAST /300.00' .: R�;t4rX /0 '.. �7If .; ryi � ".i, R 'o ✓ain 6xls�'. Ji� . ' y —r •i � � ., e• >v,� ,p �_ �Ex:sr. riff, - - -- - - - - - -- - -- - -, \ I — -- — W\ I •-. %••�I II � � , I I I� I _ 1— I �� j w } f L 7 j n y AT Y — — — I �:.. 4: 4.• 4� M. f.F. I H 3714 7 1 •.•. M. I11I 1111 Rat: m • F G /SL ER AVENUE , 0 0 09AOVIAT2 OS X?, A 3TAJ9 3.113099 HTOJO OMWAOT JAIA34MI MO .A.ZM HI MTIIIR9 6 09A(2WAT2 �,.I`il OS X P A 3TAJ9 30N0R9 "T�'I HTOJJ OMIOAMT JAIS39MI HO .A2V HI U3A!'A° (n C) — O/ CONST• O- PMS. AND SEAL COAT O ✓ER 4" U.R.S. AND SC -2 PR /ME COAT. Q CONST. TYPE "D" CURB ANO G(/TTER PER STD. PLAN N° 6, O3 CO NS T. P. C. C. SIDEWALK, 4 ' THICK, 4' W /OE. 3�as A VENUE �a (o 40 CONST• B" ✓C.P, SEWER MAIN, STO. MANHOLES AND 6" HOGISE CONNECTIONS. OS /NSTALL 6" TRANSITS WATER MAIN, GATE VALVES, FIRE HYDRANTS AND "OOSE CONNECT IONS. O6 CONST. P. C.C. CROSS GUTTER PER DETAIL, SEE• SHEET Ns I. See Sheet Nn 2 3 .201 G /SL ER e 3 -zM 3A /% 32 a/ 3�as A VENUE �a (o 3 4 5 6 7 4 < iS ° y II I Cu 6 Return W ` I sk1 Crash 5 Pipe in plots r -2s 26' < I W L=39.52' Nl b� � W /thin Plug er PipE. street R/W o's o{• remoin /ng K k % f.b •`-�•' 4L.B op f 60.00' 60.00' 60. o0' f .00 LO•oo' 0000• N F� $ ri 2 �x t4 1A. t So( I 65.00' 6600• 6400 6doe, — 65.00' - -- .� 'f Curb Re Ref d =99 °25' '00 " R =25.00' fy 3,p-7 T =2x.75• y L "39.0Ito, G /SL ER i 2 20 /9 18 17 16 AVENUE 3 20 6 Ex/'sI Irrigation Line��� 3za� 3a�o Sae 5'heet NQ 2 bf /NA/Eu9 0 TA See Sheet Ns 9 32z9 X233 323 7 0� h CA 1,F-O I /A 8 9 /O l/ m vy� ^� 1 Curb Return �[ G 1 I� <� ,••. - Lvll ` Bz 47'5 (G 2" -Y 1 „ R= 25.00' �/ T = 12.04' to 6Q00' 60.00• Woo IZ•¢0' r •r _3,�.h •.�z ewe 6 Cons. Std. Guord Ponr/ .h"S_*em.4 y �, :, :tpE :•� .�_n - ei, ":3 +F n.. ^ e � Y N 60.00' 6 5.00 60.00 59.2 curb Return S 97 °/2 0, I ry I I 'r< R- 25.00' � T= 2e. 36' ^ III ' Rl II I ; •+ ' L = 42.4/' r. 0 i:•. /5 14 13 12� CA L /FORN /A 3zz6 3 z 3a3� d m srREET 02 A/O See Sheet Ns 9 AVENUE V O/ CONS T" 2 "' P. M. S. AND SEAL COAT OVER 4" //.RS. ANO SC -2 PR /ME COAT. O CONST. TYPE Cl CURB ANO GUTTER PER STD, PLAN N° 6 Q CONS T. P. C. C. SIDEWALK , 4 " THICK, 4' ® CONST. 8" V C. P. SEWER MAIN, STD. MANHOLES AND 6- I'IOUSE CONNECTIONS, SO INSTALL 6" TRANS/TE WATER MAIN, GATE VALVES, F /RE HYDRANTS AND HOUSE CONNECTIONS. it Sse Sheet Ns 2 See Sheet NQ 9 : AVENUE .:LG/ 3a2/�% 3rZ.L� ��25' 32�y 3:13�5� 323j v STREET /A ' I 1 22 23 24 25 26 27 28 29 30 h �I �x e ' p/ocC Cu /b Curve N CVrb R!Y ✓rn may: 1. �D urb 000 4 i31°00' 10" 0 within str et R /W, d =B2 t7'S2" �y ` I d =2420020" /P9� R> /00.00' ✓ 0� upO 1 P/ug ands of'remoiniray L'� �II ; I' +� 3 �I �" �.k1 ,�,« . 3 f R =2500' I ' \ I R`/GB 95 T -27.74 `'� PiPB.� T -22.04' h ' �� `k r a S4.q,� ' 9g • �J 60.00' 6Seb ' 60.00 • 00 • fSOO• L 0 Q °36./3' ,77' .,\ �6. 7' 0 . di 11 " III I II i I •�..i . - , x I 20.20 °` ,,; •. . -. — - -- FJ a ....[ ( .. It V AI •, \ 0 � � .� >�': • 4 , ?' a,'L•t'iK ...i,.z a• >. �. r ,:' � 46, - 54 3 r� .k.; ^� •� ;� P/uy _ "'::F-��� 24° O. ati; � u L,i w _ �_ -r N •� ;+rx :MaL/:6 'C. tj �11 e,• : s ;:,.. LL :�'.' •+, '. ,a 460.8 ". hh 30• I / •. 7cet ...^ . -- s ` gq' / /�� 4927' 6000 6000 60.00' - 40' +6 r 36 ba0o ' � 60.00 ' 60,00 52.3 S , d-/00.0' Curb Return II I �� 36.23 R =27.74'' - 4=97 °12'09" J T•2774' R•2 S. 36' a q X1, L•42.4� G�-7 1 I? I� .� e: _ B o_0� i. I I�.i 17 en See Sheet N9 2 G /SL ER A VENUE I� I h G /SL ER A. VENUE See SheeH NQ 2 $+Sl 3 ;-O o fob /O CONS T. 2 " P. M. S. ANO SEAL COA T OVER 4 " U R. S. AND SC -2 PR /ME COAT. OZ C0AIS7.. TYPE "O" CURB AND GUTTER PER STD, PLAN NQ 6 ® CONST. )-C.C. SIDE—WALK, 4" TN /C/!, 4' W /OE. ® CONST. B" V. C.R.. SEWER MA//V, STD. MANHOLES AND 49" HOUSE CONNECT /ONS• © /NSTALL B" TRANS /TE �V/°1TER MA //V, GATE VA[VES,F /RE HYORA/VTS ANO /1041SE CONNECT /O/YS, © CO/VST. P. C. C X- GUTTER PER DETA /L , SEE SHEET N$ /. Y 3 ;Ll0 IDAHO 3AII( -J�Z/ 6 3.z 3 % 7' 3aa0 32a6 /l PLACE 323 o.,e-7Z " 3z a6 See Sheet NQ - 9 CA L /FORN /A STREE T CA L /PORN /A STREET See Sheet N° 9 See Sh e+e t Ng 3 S �LO I O/ CONST. 2 " P. M. S. AND SEAL COAT OVER 4. U. R. B. AND SC -2 PR /ME C0,47'. O COMST. TYPE -C•' CURB AND GUTTER PER STD. PLAN Ns 5• 3O CONST. P.C.C. SIDEWALK, 4" TH/C/C1 4' WIVE—. ® CONST B" V. C. P, SEWER MA /N, STD. MANHOLES AND 6" HOUSE CONNECT IONS. Q INSTALL i" TRAn/SiTE WA TER MA /N, OA ?E 17"041SE CONNECTIONS. © CONST. P.C•C. X-6L/TTEf7 PER DETA /L, SEE SHEET A'° /. See Sh e+e t Ng 3 S �LO I G /SL ER A VENUE r S4-37 60 3 yl II I 'Curb Ra1c T;3050'a N Q A �� I W T •2526' - 39.52 om k S/. 4e , 3;z °S 3a °q 3w-,s 3A /'/ 3�z9 / 3AA-,5" $299 325-6� S O +S�M C /SLER A VENUE See Sheet NO 3 See She ®f N-° 9 CA L /PORN /A S TREE T P ti I T zi fy � N -- Groda f Oroin tA,;E Cone f. Sfd. 9 Guard Pant/ wj S{qz- -3;106 32 ►o If 32i 6 9;z;z0 CAL/FOR/V /A 32 3' STREET �i o20eZ/ Sea Sheet Ng 9 /J DAKOTA AVENUE i n 0 0AACMAT2 0) 05iA0MAT2 _7�,;A`j�]� 0j 0MOVA12 5,l1f OSXA A 3TAJ9 9J H099 "�(lI OSXA A 3TAJ9 3JNOP9 J]'•I OSX? A 3TA19 UR099 SO bQ �� HTOJ3 ON13AST JMA39Ml HO .A <U K.I 03n:m,i - - HTW3 SMART J IP,39M1 90 .A.Z.0 MI 03TMIM". HTWO 00IDAHT JAIH i9 MI MO .AR.0 KI 031 M 191 Sae Shce f /V Q 3 GISLER A VENUE 3 20.x' 4 O/ CONST. 2""P.M.5. ANO SEAL COAT OVER 4` U.R.B. AND SC -2 PR /ME COAT. O CONST. TYPE O" CURB ANO GUTTER PER STD" PLAN NQ 6. ® CONS T. P.C.C. SIDEWALK, 4- THICK, 4'W /OE. ® CONST. '9" Y.C.P. SEWER MAIN, STD. MANHOLES AND 6 " HOUSE CONNECT IONS. SO //VSTALL .6° TIFAAISITE WATER MAIN, GATE VALVES, FIRE HYDRANTS ANO HOUSE' CONNECTIONS" O7 CONST. TYPE C " C(/ICB AND GUTTER PER STD. PLAN Ns 5. 0 CO/VST. 3° P.M.S. ANO SEAL COAT OVER 6"" U.R. B. AND 5C -2 PR /ME COAT. 3';Zo9 3.213 3�u7 3223 32a- y G /SL ER A VENUE 5ee Sheet Ng 3 �3 °') 3266 Y :5;-1 6' 3XA,A) 3226 See Sheet N-o B 3 33 5 M CAL /�ORNIA Q{ -'�S� t STREET 85 Curb Refurn IJI I I Q.0 •.,j d = 82'47'52" `•., R =22.04' 99 :3► 0C I I ^3 7':22.04' •., L 36.13' m� r f 1 0 ti III S /.f7" Cb r: rb Me 97•/2 b9'• Kj i ;� 2500' -� 29.36' 42.41• h 86 (oS ro CAL /FORNIA S TREE T see Sheet /VQ g 71 . "t I' •.} >: / ^1 '• t:/ /••t its —J3 LL-- _— _ - -_ - -_ —� q � Canaf. Sfd. Guord Pone/ / /,•80.87- CO /ifornio Sf. M1I 6 r/S S /- Co /orodo P/ BO -B7 F " �•. h{« ea'<'.ro, rr /3/.03 ♦ C i.al�R '� �� �� F +rirr "..�linrr �� 1�W�➢Ilirn�WiM�YY�liIG'i1Mrr w �Y�Y` M31 4 004"No moon�ur�4i Mrwiir� y All 071.5 o .�I 2 U- 2 N� 20 i M i 85 6° 1 86 � � COL OR.4 DO Q PLACE W See Sheet N -9 B J -Cons Y. S�^d. Guord Pone/ y it Oofo CONST• ' d . /9' l9' /e` COAT OVER 6" U. R. B• ANO 5C -2 PR /ME COAT R +/40.00' I' 1 �5/ CUTTER PER 5TD, PLAN NQ S. rr I� CoNST. P•C. C. 510EWALK, 4" THICK, 4' W /OE. _ -- ��/ 0 +00 -CO /ifornio SY. Canl /. Sfd /z� 6uerd Gbnd t t t w BB " €' s 'r � rr /4 xar YenaG SId• +.� u . x 4(797' I /a CONST• 3" P.M.S. AND SEAL COAT OVER 6" U. R. B• ANO 5C -2 PR /ME COAT 7O CONS T. TYPE "C "CURB AND CUTTER PER 5TD, PLAN NQ S. O3 CoNST. P•C. C. 510EWALK, 4" THICK, 4' W /OE. _ s II ' /.... •i / / ...1 �.. \\ ` / '00op (..1 p /ace within street R /w. Plug - �' iI ends of rem Dining pipe. II II � � � I �L----- _-- -_ —_ -- Cons! Vd. - I h A♦12.66- Co /ifornro sY. n 6uard Pone! Q >9f.7 /- CO /ifbrni0 S!. COnSf 3Af. 656.96- COgfvrnio S7. COnt�. Sfd' 9Y /B.B2- CO /iFarnib S!. AI fw36.9l- M /gneSOlo Ave, 7r06- /3-Neb,osRO All. A C4�/erd 6 75.91 - 1doha P/. 6uard Pont/ t` 6 43.7 / -OO ko Yo Ave. lu O N.'93'22'S2 "/•% /055.48 /u • 9 w• • 4 .r T' if 26 2.0 5 n . 2 . O.S e .r 'Sr -- e a e -V v' F, - s � s x. t a; -n. d n s n m. z x u N Ni h ., 3 ..."`.', io a�. ...E �., _- .•i �•..Gawsr".v'}s K'i `>Fo Fin. Grade.. �° �tl3 s v F y sej .. ... t. .. .. ♦ '•. - e .. ... .. .1.... _ i. _ e n. ...... ..; '.. ..- .... bi .f . ,., , . .3 x• .. y. "' .''/7/. 4' ", 7/ 3 I B/ So ' B6• BO ' � q m � � � n\ �� °° i /l l�� di. so • dsBn ' �I}}�y6 0 3 ^�VI° � Bi si • BS. PO ' � �� m 3���j / Bi so W LL I i iA I II .J1 I 2 19 ° I' I 11 / u I I 2 11, Ik 1J LL- I o v V I Zo. :b N b I v. +'-/b n ' . ' 2O• s / N Z zo - p' n ri 6 I 32 50 s 1 5/ 68 6° 1 i a 69 a� /2 3/ /DA NO p DAKOTA MINNESOTA NEBRASKA PLACE AVENUE Curve Dofv 0 AVENUE ` >� EXisf. /irigoiion y y e = /s'/3'a3" W m PLACE W Line � W � W e = /7z.00' See Sheet Ng ¢ See She" N-° 5 See Sheet NO 6 Sec Sheet NQ 7 U/ 3965 N .STREET i 0 t 0 r y � � 00 ,!A rl 85 2 J V ' 051AGOAT2 -1„``>'� OS X,% A 3TAJ9 3JFTOA9 NOH HTOJ3 GOWAT JAIAaW HO .ARV HI O38a9°. t�'J 08.4GlAAT2 37_11 OS X 1+ A 3TAJ9 3JNOA9 "(( I HTOJ3 9MOAAT JAIA3Rhl HO .A." HI a3i!I!5' (To . .8 `j 76 s0.00 ' 74. 7B' 75 10.00 ' 6 5.22 74 for [iNl Lo•od' 6S 00' 73 72 7/ 70 IIO • wide Eosemvnt for Storm Drain Purposes L O.od • LO. 00 LO.Oo ' LO•d0' - 70.00' 65.00' —� 65.00' .F Const' 24 "R. C. 1-.12SO-,D See §•beet N° 9• CA L /FORN /A S TREET 69 I I i Q Q c : lI , �..:, 5 III I =t b ^••.�i•'• .•'1 fr -r•• 7929' ;I1 I 1 II �' •.:N I I I � III I •� I �I I !III ill 1 ! il� i wio� Ea•scm ent furl Storm L7roii. I Purposes - ( b II LoY Line �F .:•. :.w " G /SEER i - A VENUE 77 l / I Const, 70 L.F• -� �' solCl /B' R C R., /500-0 I— — — --•- Grote /n/et B51 I J . fF,�l C,•.t I I Graf e /n /et A° 64.00' , — 6600' IT In I 1 � 113 � it - I � 1 iv •• a r o icnn_n 76 s0.00 ' 74. 7B' 75 10.00 ' 6 5.22 74 for [iNl Lo•od' 6S 00' 73 72 7/ 70 IIO • wide Eosemvnt for Storm Drain Purposes L O.od • LO. 00 LO.Oo ' LO•d0' - 70.00' 65.00' —� 65.00' .F Const' 24 "R. C. 1-.12SO-,D See §•beet N° 9• CA L /FORN /A S TREET 69 I I i Q Q c : lI , �..:, 5 III I =t b ^••.�i•'• .•'1 fr -r•• 7929' ;I1 I 1 II �' •.:N I I I � III I •� I �I I !III ill 1 ! il� i wio� Ea•scm ent furl Storm L7roii. I Purposes - ( b II LoY Line �F .:•. :.w of t1 ,o