Loading...
S-59-1.1-1.9-- - -- - - -. _ .,�. .°. .. : , .•. .....c � _,... .,... -sit .c. - c., . _ +a-. ,_ a, .RkY.^ - -•♦^uw ,.. °Gui+ -. .. s . _ .a�7r . �. c � a,�.. , ..- .. .: .- <... -... .. «R! •s,a /.. ?as aw' •+- - -. • < + >s�4s.- .fir ,� ,., h.. .. s_.. s....a.,r... _ _... -_ .. .+�i+k`e. ':�^ .... .,.,, _, ._._.. _ ._ ... ,as ..� -s•u .- .. _.., c..., w tea,.:. a .� Mw• nes... .... .gxy.. -Rm .-. .. s• w'•a....: +o'eaaF _... uMlWiit _a wn.°"°'gtLw,4�3..,,. 4**? -..._- .. .... -�.._. .?a _ ,w ..t' .,. -ro.� K � 4 .. , °":� "rT ,r•: .w- r std¢.,, f .,.... _ ... . -.x: .. ,... �?7+' "= e�•- z..:ffi'!AY•,..s Naw!✓iNr�- +°w..A,c �- p.4w,+. veAww +rw :....,., w,_ � t. -.,,.. �. #�L� k`. .. �,, i♦`. _ - IC..,..�_.::._ -.w- >. ...;W'� ..,hli.�. lsl i. O" IMPROVEMENT PLANS SECTION A-A T R AC'IF STANDARD - > > > Nos 4 °x4 ° "P.CC. /6. r'6 CITY OF COSTA MESA, Sidewa /h a' eXW175ion Taints •..•........ SCALE', AS SHOWN I -P /ant Mix I Surfacin_q •• •,, I ` I l R�. 8" Thick Canciefe ..._... ........ Rea I A ' �— - F /ow Lime -': • - _ •.:�ia o :..-., - -- 'F /owLige -r •, �— I ...•-- ••- ....Ex anion .joints ...........`. •----- Expansion Joints •••-•'--'-' : 0A P Dour /2 "o hers, 4' 1017g, 9'f-Om ' each edge, 14'o.c, 3 "from bottom,'. in each end- Use smooth bars , PLAN and grease or wrap one end Scale I' = 10 of each bar. CROSS GUTTER DETAIL STANDARD PLA N°-• 9 _P✓rrr r` _width diiner�sioneo' 'o Pvm f width c 3/46 Radius•. -. ---•7•Q'RadluS � 6° /%z L O V 4'w-j 0 Iti I I I I )SlGrJed fo F N I I 7` L J 0 In - ye Radlus.. -• 3a "Radius 'r t . • -, ". tl � �•' �'Rad %US 3 /a'. 3 /¢ °Radiils CO .. Top of A.e•e � � "• ° u • ..Top of y :. • •.. -a-'. � 'd'. surfacing e •• o , f i.. BOYLE FOR 2029 2882 ORANGE COUNTY, CALIFORNIA DATE DECEMBER. 1958 ENGINEERING 331 SPURGEON BUILDING SANTA ANA, CALIFORNIA Phone K I . 7-4471 N II -- 2'x6 "x /4 Guard Re%/, 545, S.T. / -Type PV- � /R Ref /edor i Y¢x2a Gods /as F!r or o S AL-dwood I �4r :....AIM Li L J LJ Lj LJ B'., 8'x 6'8" Posts, S 45., P S Redwood or Salt- Treated SS/bug/as F!i , NOTE: L Guard Rai/ shall be Painted ,oar Standard Streets and Highway a 5',Oeci&&tians. i + I 2. Two Reflector 0/aces sha// be attached, Type W-Z /R, as adopted by the - -' State Division of Highways STANDARD GUARD PANEL I � I I � I I I I I L_ -Dap Fbst %z' Carriage Bolls Chamfer Ra1/5 %2" of each anal 7-- s,.,4; _ •• .Q. o ..d - ..p..•, •.V sur as 9 /lI e' °• •,.Y" •p: d•.:-e "PG'.COnC. •e :'a N •e. e, •b• 'p•'4o. PCC017C. (Std Plan N° ° , • . • • • • • w w °;a: :r ;•:o.: <� o:Q:. ;;.a.�i�:o...b;a;e TRACT N_° 2029 ° ,d °= TRACT N_ 2882 Leve/Line•''i w eve/ Line I T WHEN ORDER /NG PRINTS FOR WHEN ORDER/NG PRINTS FOR t THIS TRACT INCLUDE SHEB:TS TH /S TRACT INCLUDE SHO=TS r r APPROVALS Q / /�� - -- — Da to —!2 �8 A. M. F/cRes, Reg. Cl ill / Engr. N� 8464¢ 80Y1-E ENO/VEERING Approved: - - - -- Date /C-r�- ZT�� iriaei 2029 On /r) C% Enyrneer; C /T✓ of COSTA MESA Approved: - - oden ' -- -Date le�. Pre ST ESA $AN /rAW D /STRICT Approved: Date Water Superintendent, Ciry or COJTA MESA f.m.,%STIMAT -D QUANTITI6_ S TRACT,#• 2882 TOTAL UN I T -- -- _I S65 16-940 CU YD. 792 2,2S6 LIN FT N° ITEM TRACT •# 2029 - l , --- --- - - - - -- EXCAVATION /S, 375 2. 8 `CONC. CURE f GUTTE,Q ,_T� C 1,46 3. Co "CONC. CURSeGUTTER, TYPED 5 S17 3,40/ 236 �___ L/NFT L /N. FT L/NFT L/N FT. Co "CONC CURB_ONLV, TY�E_'6' !o'TO B CONC_COR6 E GUTTER TRANS/ 100( G i0 /Z MIVC_CljR6 E- CU/ /"/R ?ANS /TION 6'70/7 CONC_CUQ6 f_61lTT/R TRANS /T %ON 8 "G6NG C/�OSS GUTTER t APRONS d "COIVC S/Dl-_WALAC S6/ � •i� _4, 5, 247_ _ /, 8Z4 19,170 G... %' ��j may! 7 40__ ,i.�,•�.`�"•• :•L> 4,771 9, - 32,590 %0, yam• 9�_ qtr• ,� . >.�..x.� �•T.: L`.. _ >.:r.i=ii' SQ. FT_ SQ. FT °•.•,. - l.m >at �e�•a. 12 IMPROVEMENT PLANS SECTION A-A T R AC'IF STANDARD - > > > Nos 4 °x4 ° "P.CC. /6. r'6 CITY OF COSTA MESA, Sidewa /h a' eXW175ion Taints •..•........ SCALE', AS SHOWN I -P /ant Mix I Surfacin_q •• •,, I ` I l R�. 8" Thick Canciefe ..._... ........ Rea I A ' �— - F /ow Lime -': • - _ •.:�ia o :..-., - -- 'F /owLige -r •, �— I ...•-- ••- ....Ex anion .joints ...........`. •----- Expansion Joints •••-•'--'-' : 0A P Dour /2 "o hers, 4' 1017g, 9'f-Om ' each edge, 14'o.c, 3 "from bottom,'. in each end- Use smooth bars , PLAN and grease or wrap one end Scale I' = 10 of each bar. CROSS GUTTER DETAIL STANDARD PLA N°-• 9 _P✓rrr r` _width diiner�sioneo' 'o Pvm f width c 3/46 Radius•. -. ---•7•Q'RadluS � 6° /%z L O V 4'w-j 0 Iti I I I I )SlGrJed fo F N I I 7` L J 0 In - ye Radlus.. -• 3a "Radius 'r t . • -, ". tl � �•' �'Rad %US 3 /a'. 3 /¢ °Radiils CO .. Top of A.e•e � � "• ° u • ..Top of y :. • •.. -a-'. � 'd'. surfacing e •• o , f i.. BOYLE FOR 2029 2882 ORANGE COUNTY, CALIFORNIA DATE DECEMBER. 1958 ENGINEERING 331 SPURGEON BUILDING SANTA ANA, CALIFORNIA Phone K I . 7-4471 N II -- 2'x6 "x /4 Guard Re%/, 545, S.T. / -Type PV- � /R Ref /edor i Y¢x2a Gods /as F!r or o S AL-dwood I �4r :....AIM Li L J LJ Lj LJ B'., 8'x 6'8" Posts, S 45., P S Redwood or Salt- Treated SS/bug/as F!i , NOTE: L Guard Rai/ shall be Painted ,oar Standard Streets and Highway a 5',Oeci&&tians. i + I 2. Two Reflector 0/aces sha// be attached, Type W-Z /R, as adopted by the - -' State Division of Highways STANDARD GUARD PANEL I � I I � I I I I I L_ -Dap Fbst %z' Carriage Bolls Chamfer Ra1/5 %2" of each anal 7-- s,.,4; _ •• .Q. o ..d - ..p..•, •.V sur as 9 /lI e' °• •,.Y" •p: d•.:-e "PG'.COnC. •e :'a N •e. e, •b• 'p•'4o. PCC017C. (Std Plan N° ° , • . • • • • • w w °;a: :r ;•:o.: <� o:Q:. ;;.a.�i�:o...b;a;e TRACT N_° 2029 ° ,d °= TRACT N_ 2882 Leve/Line•''i w eve/ Line I T WHEN ORDER /NG PRINTS FOR WHEN ORDER/NG PRINTS FOR t THIS TRACT INCLUDE SHEB:TS TH /S TRACT INCLUDE SHO=TS r r APPROVALS Q / /�� - -- — Da to —!2 �8 A. M. F/cRes, Reg. Cl ill / Engr. N� 8464¢ 80Y1-E ENO/VEERING Approved: - - - -- Date /C-r�- ZT�� iriaei 2029 On /r) C% Enyrneer; C /T✓ of COSTA MESA Approved: - - oden ' -- -Date le�. Pre ST ESA $AN /rAW D /STRICT Approved: Date Water Superintendent, Ciry or COJTA MESA f.m.,%STIMAT -D QUANTITI6_ S TRACT,#• 2882 TOTAL UN I T -- -- _I S65 16-940 CU YD. 792 2,2S6 LIN FT N° ITEM TRACT •# 2029 - l , --- --- - - - - -- EXCAVATION /S, 375 2. 8 `CONC. CURE f GUTTE,Q ,_T� C 1,46 3. Co "CONC. CURSeGUTTER, TYPED 5 S17 3,40/ 236 �___ L/NFT L /N. FT L/NFT L/N FT. Co "CONC CURB_ONLV, TY�E_'6' !o'TO B CONC_COR6 E GUTTER TRANS/ 100( G i0 /Z MIVC_CljR6 E- CU/ /"/R ?ANS /TION 6'70/7 CONC_CUQ6 f_61lTT/R TRANS /T %ON 8 "G6NG C/�OSS GUTTER t APRONS d "COIVC S/Dl-_WALAC S6/ ____8.9/E' 79.7_ Z47 50 40 6.595 _ S1,760 _4, 5, 247_ _ /, 8Z4 19,170 G... 5o 7 40__ L /NFT so. FT. SQ. XT B. 4,771 9, - 32,590 %0, ____ _3 "PLAl/T Mai I7_ SU[�FAGING -_-__ __ 2'1111-t87 „ MIXED_ S_ URFAC/N6 _ 54, 282 /25, 130 23, 760 73,550 78,042 198,680 SQ. FT_ SQ. FT l!. 12 UNTREATED 6kSE__ 5,090_- Z, 670 7, 760 TONS l3• ___ SC 2_PR/ME COAT _ 4,988- T, 702 76-90 GAG. -a_ SEAL_ COAT 11-997 /, OB3 3,_0460 GAL. _ __3 /8-4- 11950 _ 8•V.C_l? SEWER Z. 096 )"Gas 5,280 3,6/5 _ LIN. FT. L /N. FT_ _15., "V.0 P SEWER CONNECT /ON _/& l7 _�o _11005E STANDARD MANNOLE-9 14 6 - 20 _ EA. - le. DROP Mf /✓ROLES _ j / EA. - -, _ L AIPIP POLE? _ 3 19, / 4 I f CA.. _ EA. 20= _ DRAIM4GE STRUCrU2 S /_ /,0-30 _ 2405 21._ 22._ 12 TRAIV5 /TE _W/ TER MA ___ _ _- __ 8 TRAN51TE WATER MAIN /, 030 � 2,12.5_ L/N fT. �LIN. FT 23,_ 24 25. G TPFaNSITE WI TER MF.liy' _ _ TPAN5 /TE WATER i✓�l lh 8" GATE VALVE 1a 95 _ _ 465 930 _14u 930 L/NAT_ L /N. FZ_ 2Co _ r ""GATE VALVF_ _ - 3 / ¢ EA ZZ 26. 29 30. 31. 2. 4 'GATE VAL �iE ___ _ _ FIRE - ._yYDRANT, %Yf�E A __ FIDE ' YDR /' / ✓T TYPE .g- _ DOU6LE IN/ TEn SERVICE- __ _ SINGLE Wk.7ER 5E`2VICF __- -- -.__ __ -- STREET S1GN5 / 7 29 _ - S 1i 2 3 Z4 _- a 9 1 2 I / /O 53 S 17.__�EA. 27 _ EA. EA. ' EA.: EA EA. fA• 33 - L1G,4T A55EMbLl,ES -- /8 34 39 39 L1N FT. _STREET - - - 8 CON C. CU,PB ONLY TYPE 'A " SECTION r SECTION /, P, 4, 5, 6 e7 OF THESE PLANS; 1 ¢'3 OF THESE PLANS; ALSO Scale I% I" M Scale I%z I' ALSO SHEET 7 OF TRACT # 2954. ...' , ' . , . ' SHEETS Z, 7, 8 4' 9 OF TRACT #2554. 8"` STANDARD CURB GUTTER 6 STANDARD CURB A GUTTER a /TRACT TYPE "C" TYPE "D" (Std. Plan N_e S) Std. Plan /V_o W1 U) �� 2 N tl NOTES aP ,u '2020 29 T N- U W U h} N f /. Street stationing refers to 5E unless otherwise noted se 2. Sewer stationin shown thus on Sewer Profile only: O T ��i o ~ 'T 11 i (1 / cT `TT I � "i 1' l 1 3. The Water System will be installed to conform to the a 0 I Standards of the City of Costa Mesa I \ 1 01 4. The Sewer System will be installed to conform to the B 12 ! III to 9 8 7 6 5 4 3 E 2 I 46 47 48 49 , 50 51 52 53 �4 55 Sr. 57158 L,/ 'S9 a Mesa Senitar District ' u _. _. .......... ..:.: :......._.. _....�_.. 4 .. �o a s s Standards of the Cost y -""." " "' C S. All street work shall conform to the Standards of the _ _ _ $ '' U C - K N E L l I R 60 Cie ' City of Costa Mesa. _ _ O Lpl !2. 44V b "�— l3 '6GV 6a /4: 6 "G i'es !'S 64N b5 _!(a [,V2 L 3 9 646✓ : B :I 8' Crown '" 3" P. M.S. 6. Where driveway depressions are constructed, the - - - -- 1 ® , ®� r • y & e s' .: 14 ! 25 26 �4 37 38 { 49 45 , a . ,34 33 - 13 11 Z I6', I k, v i3 ' Sea/ Coat S/ove / driveway approaches shall be constructed to the ____ _} } __ o X62 •� ` I•I� Property Line r Standards ofthe Cit of Costa Mesa. oc ° r1 N �� �: ■ p y y LA 15 •m ty 24 27 G a W 36 39 uJ " • ••48 44.x1 :�� •L •.135 Tit ; ,14 u•L r0 A I '!/R.Q �`SC2IOrirne Loaf i' 7 Any existing Irrigation Lines and appurtenances are not - " - - e q - m v - -Y ro Cs 11 -' .m I\� 11 14 Type 'C" Curb ¢' Gutter•••• ° to be removed or altered except with the permission 6 `^ 23 ze 35 40° a7 49 I b 31 / '� -� -- t .r Q _� _ —. —c < rte.— 5 15 ! , H d : _ .. - �•\ �F6� ' Iwo I,y I- 4 "X SO" P.C.C. Sidewa /k of the owners and a// persons having any Interest /n 7 a J 22 29 ° J 34 41 = J 46 42 J 7 ! 30' -J t 10 J : 16 Ib 1 ° 2 w �" _ 1 ` 8„ K TYPICAL SECTION ® =' ? ° m ° '� ° �� 1 3 2 YoM✓ those lines. -�-, Scale I "= 10' -- - B. Street Karat° Signs to beinafa / /ed�Std. Plan N° l7 % shown thus: _ _. 18 21 30 33 az 45 41, ,,3gr -1q, o --� Iq ` •• 1 FAIR D R 1 V E a. Street Lights to be installed shown thus: © 0 ® L� /g 0 ® ........................ 19 zo 31 s2 43 44 40. 39 18 J �� 6 "Crown .......... r Z"RM S $ Sea/ Caot 4 °x40'p.CL: '-- -_4 °U. R.B ¢` S.L. -2 P, C. • -•• Curb €antler .... ....... TYPICAL SECTION 60* STREETS , -4 -.. a'RCL. Sidewa /k Curb �` GuNer /O. Sewer System: f s N 6. 6 "1!CP. Sewer Ho Connections are io be constructed -- -- �' ®_ fs ® _ ... • ...... �8 RADIUS i• A I ^ 5 =ET N° 2-TRACT 2954 r '- �•� b _ q q ( 1 4 "RaGlus from the Sewer Main to the Property Line for each /of. --- --- EX /Sr,NE- - -- :F, SrB'se�ei ;-- - - - -'w 7\y l!' I cc The Developer /s to furnr'sh the Sewer Contractor - - - - -� — -- —11 -- �Iw -- 5 l A with a "Plot Plan' indicating the recommended location mp / �, `�` 9 / i �� b` i 6 ��j` I I I TRACT I,�,� \ of the House Connection for each /of riot to Server Mein L "U I, c. I 6 I construction. All Sewer House Connections shall be N� '-� I / I; ',fie, I I I Z� I I W I /LL.I '•, V 3' !• 2 I N W.- placed prior to surfacir7y of streets. �-� rr, I Iv. - III WI I;ly Y 13'v \ ;�i >W o is C. All Sewer Manhole Frames and Covers sha // be /eft Co" 2882 ti d� 13Iv of 13I•u >I 13 .1 j "Ia /J �0 i•;C' ?� '> Conc. below Finished Grade.. The Sewer Contractor shall �^ I os ° Ie `' ° Ina • l gm raise the Manhole Frame 8 Cover to Finished Grade L-, I I I-a 'Co In D after the Street Surfacii7g is completed. - - ( I� oI I a1 \\ ° ° : '° 1l. After P /ani- /LJix.S ✓r farii7g has beery aoen fo tr-afi°!c for a I -- Oer /pd of rraf less -1h,9,-7 four Wee.4's ' a Sea /Goal consis><ira9 �, i� "n iJAI d of an asoha/fIC errru /sine sha // be addled. i r % C4 9', -- . 12. All undaryround work Sho // be comp /efedprior to paving TYPE• •p• /. 13. 5awar Contractor will notify eoPert 6611owoy (Sonitolion Disfricl IVR-6) L A 'w1 {^�� II 0- - A 8 CURB 48 hours prior to commencer//¢nt of any construction of Sewer Litotes ' N D ` X �1 1 IT 1 —) std P/ar/ /V_° ¢� in Fairview ,Food. Phone kimber /y 1 6652. - - -- BENCH MARK S c nr F : I °= zoo' Orange Coast Co' /age ldencfi`Mor& (Orange County Dolu/n)• Spike in Ta/ephone pole at Southeast 117tersectior7 0/ 13vi 4 'b °Strrets (Fairview ,Food) ELFV. 65..25 =(0.09 below County Sonitotiorr District Sanch Mork Datum). DECEIT ro _1 1 r �_ _ , q) Z 4J Z UJ to Q) .0 v N ao N Z � N V � Q aC ti N N 46 0 4 4x R= 25' r L = 39 27'J I 52 � 5�v/Y-°S � � V JO V TRACT N° _ TRAC_T N9 2029 A JO /A/ EX /ST/A/C S/OtWALlf I. f/4 SF I) SA 11107 O Q m PLAN O Oc SCALE / " =40' V OCONSTRUCT 2 PLANT MIXLL SURFACING WITH SL�L C�jA.T GOLF: SC =2 PRIME COAT ANL 4" UNTkLATEL ROCK bASt. O �ONSTRUCT STANDARD COMEINATION CURB ANL L,TTER TYPE "L" 6" CURE FACE) STANDARD PLAN NO. 6. OCONSTRUCT STANDARD 4" THIICK BY 4'U" WIDE CONCRETE 3 51LE6ALK.: ® SRUVTBVOCNEMATROPa�6CP.FUSE ONCTIN MANHOLES (SEE NOTES ON SHEET NO. 1). QINSTALL 8" TRANSITE WATER MAIN. VALVES FIRE HYDRANTS (COMPLETE), AND WATER SERVICES (SEE NOTES ON SHEET NO.1) �6 CONSTRUCT STANDARD CROSS GUTTER AND APRONS AS PER DETAIL ON S"LLT NO. I. OCONSTRUCT STANDARD CONCRETE CURE ONLY TYPE "B" (6" CURB �6 FACE) STANDARD PLAN NO. 4. SEE SHEET No. 2 0 / , 8,1 _ _ 32 92 ' /6' ,o 4,1 a14 I 1 ct 28\ 29 •30 q I k. I = x x: ; x r E I r4� °e OCONSTRUCT 2 PLANT hIxEL :URFACINC wlTri LI_t -.L COAT OVLn SC =2 PRIME COAT AND 4" UNTREATED ROCK EASE. OCONSTRUCT STANDARL CONEINATION CURE AND GUTTER TYPE "L" (6 CURB FACE) STANDARD PLAN NO. 6. O CONSTRUCT STANDARD 4" THICK BY 4'0 ", WIDE CONCRETE SIDEWALK. OCONSTRUCT 8 ", V.C.P. SEWER MAIN MANHOLES AND 6" V.C.P. HOUSE ¢ CONNECTIONS TO PROPERTY LINES (SEE NOTES ON SHEET NO. 1), /¢ INSTALL CMPLLTE), AND$ WATERNSERVICES WATER (SEEMAIN N6TESLONS�HEEFIRE N. 1 HYDRANTS . h V SEE SHEET No.4 oa3 32 0 v oyo Q�o 8C- L T V 1,050. , 110-Go >a". .V 00 V N.O °0043 "y - ....>ocvrve.'4 .....Q ...... i44934'IIg? - C.aO i 180 =8„ - a V. V.CP as T 'AAf3sZ.f'2F��' Wl MH I I 3 0� [� IT,.5�fg v v I I e rJ I II 75 05' 67' 67' 2Q 7 n 26 2S 5 6E SH Z4 V fo' 33 `� /O I to' zo' /0' r I I � h 4B� =o - -00 j .> T N 9 1 N I IN J I III 14 V 30' O' V 60 � 0 SEE SHEET No. 4 1 t Z SEE SHEET No.2 N N I I I N N I to u I � e I I a01 o I I J J I Z w ®I frisT 6 —• fold` � ...6„ I I � I 4 � N �I II I�� I �o� /8'.. 37 32' /B I SEE SHEET No.2 Off CURB °1RVE d = 31 00 /O" 40 4/ L • S4 //' X515 e7 y I Q �7 3 7- ° 27 73 I 42 U so, + lb 45 w /O 20' 20' O ZO "• -:.. 54.89' � ^` /o' 3 0 H.# 4 ^0. 24.05, � �N �m 37 :l 39 38 CURB CURVE 6 . 7 =2773 \I N O °i 00 `36 'J 5 to - t. 450' ,y V 35 0�5 2-4 SEE SHEET No.4 SEE SHEET No.4 Q M.H -# 15 �J O� may o' WALKWAY U so, + 45 w /O 20' 20' h � ; II � III 48' I I � H III I I I a c O N I 4B � eel b I I � 120 I 34 /a a5a� .n' an,. SEE SHEET No.4 Q M.H -# 15 �J U.l WALKWAY U � m + o Op. 4 tics O/ CONSTRUCT 2 PLANT MIXLG SURFACING WITH SEAL COAT OVER SC =2 PRIME COAT AND 4 UNTREATED ROCK BASE.! O CONSTRUCT STANDARD COM61NATION CURB AND GUTTER TYPE "fG "1(6" CURB FACE) STANDARD PLAN NO. 6. jO CONSTRUCT STANDARD 4 "i THICK 6Y 4'O ", WIDE CONCRETE SIDEWALK. ®CONSTRUCT 8 ", V.C.P. SEWER MAIN, MANHOLES AND 6 "' V.C.P. HOUSE CONNECTION TO PROPERTY LIMES (SEE NOTES ON SHEET NO. 1)° O7 CONSTRUCT DRAINAGE STRUCTURE AS PER DETAIL ON SHEET NO. 7 OF TRACT NO. 2954. /3 CONSTRUCT GUTTER AND CURB TRANSITION FROM 6"1 TO 12 ", CURB FACE. �¢ �SEEAILVLOTES ON SHEET WATER MAIN, VALVES, FIRE HYDRANTS (COMPLETE), AND WATER SERVICES rcA o w /lee OA TA Sff SIAEfT 4 Sf f SHf £T 7 • d = 23 °04'2'6" /� t•••i A- =260 � 9 s� I o2 -� o2J� S4 7--.:F/ 03' 60 • z'��9 �3� ��3� ;� = .00.68' z �c3 a s� 9 60 w ,� // 3 2 ' 20 so' s so 30 0 / Z 3 ¢ I s? �9 % . /� , I 36► /O 2o' 20 /d NI %Tee 5/� 9 w CLRe DATA Z/ ,�y 22 li �G�T 5 l 19 X� X d= ze °45 {' N d• , n %ZO 11 / Q O 7 °Z L- 46.7/' n n j, 2 . a- s8 '�'p,`•: I ' QO� � 'I i 1 ` , �TSG S / . V� ? i ! \ d ' i : 4.55M'I 1 • : f-�e T3., , p S Z m . ` 0 O 0 ' 7336 '�•-- j•2.0.• 3 4 .7 : 9 ' II^ p,.� / Y ; F� . . �' ✓ � ° i. X�� �OI � i 1 II I a O q °� J � ' J J 7 ... p• .V . d •o N 70 70 L=/77467 20 70 21u ' — y ,ISS. 7rh .. -- f o i L O /NTS M o o m 1 i ,IM1• .G N^ c I 22 e' p I G o 325 - 8 "l!C.P 9e; ^.... st �C A .. •• tit b N °00 43' w. ' ....I-I.._ O U 30552' 9BF . -v o6[.FO' _8..6.. -- �N t •• zao' _ s�v�� 6 �. ...0 �9 /62. Sd (D �ipP H '/'� �� p O/ T O 9 f 6„ 10' Y • /3 9.3 'iD �e S�D Lt ^ s -- Z�"' � b N1 6Tu 80' /5.54 N/ �6 Q' / f1'C< ` 9 ` II�L I ' / •t,F Y ?5 L 1 ® e D % 73.3 CURB cu Yi o �jb' r \ P 3 ' cuRe oara ') d =44 °24'SS" ° I ` d = 34 °46'/9" °J I ' O e _ t:'' /'� :,� �o i B1s. .. R. /00' I` L ' �1 X L - 77. 52' /2'•' I i L ' 60. 1 ' I I R = /00 . :6 " _ n 0 T = 3/. 3/ ' , V T. 40.82' ti 13 `� I 6 ` � , w ' 5 6 9 1 1064 05 1 a� � v v Q 57 °9 :^d_ /zi°37iS! L° 7 ' 17 /6 4i o2`i36 h' 3. � C ` 5° Ig I� sr --� o i 9 fi� �• 6 Q^ 6 P` GqC2�- So o' ;2 S� E SEE SHffT 4 i ;'�'� b I )0 .r 1 'f RP OpRq L1 9° 0 . 00,•!�� :a �'° °• A fi Qw9oD No Z S1 � /00 0.5` V /LtANOyA "ROAD /Bt4' /:lO. :'j,•'l_.':.. - a m �\ N\ - L 1TTLtT0,V PLACC- 0•t00 �?- /•1 '1' � b y� % � 02 b \ � � \ Q }\ /CONSTRUCT 2 PLANT MIM %WAQI"G WlItRi SM COAT, OVER SC--Z PRIME COAT AND u I UNTREATED ROCK BA5E. CONSTRUCT ST"ARD COMBINATION URB AND CUTTER TYPE "D"! (6`o CURE FACE) L4 -o� c 0q•. \ 2 STANDARD PLAN NO. 6. \ v ml V Q Q Y �° Q trtrrs'bAr \ .� o '�R h ' R•/B 5206 .. i ' CJN`I\.T�G TL R +' .9b.57' V +\ N \ n TRL STANDARD ie Tt IQ! Br 4 O"t WIDE srDE iAUC., c • zza3; .. -•� ,I � .. . B V,IC p } MA:I MANHOLES I, L.AMPHOLE; per 64! V.I.p -1 M �� CONSTRUCT _ IG-�' i . . ^R [ wwfi4 ¢ CONNECTIOt*S TO PR4rr -r% T RL1I#E ( EE NOTES !SPIFFY NO. 1, .) <. 9 EMOVE EXISTING GUARD PANEL AND JOIN IMPROVEMENTS.1 �z 6 _ _- _- . ___ -- + i BS-j /p TRUCT GUTTER AND CURB TRANSIIT!r bN FROM 6"i TO 8 ", QR8 ME.' <• e"vc � s� °fi t °1 t /�!. <_ �>�og; P M. .tor•¢ z8B'- 8 °��'O °� �s3 ti�°c1� .N Oi 09:00 "i = •• /99.66' _`+" 6Af r e 1 O/4 INSTALL 6;'BAND 1'2"' TRANSI'T'E WATER .MAIN,, VALVES,E FIRE HYDRANTS (C 'LET,),' AM WATER �` � c`°j?4� SERVIICES (SEE NOTES'ON SHEET NO. 0. 'Oz6' •cc a ~st °e i�9.cc' ELI'`' 1 fs STRUCT STANDARD CROSS GUTTER AND APRONS AS PER DETAIL ON SfiEET NCI. �P,q TRUG T STANDARD CONCRETE CURB ONLY T, "$"' (6 "t QllW FACE. ): STANDARD PLAN TJO.I �.' � �- C T BOUNDARY ••' CURB DA7il e•re•sz'e 1 SCA LE' 111460 l' WLLAMOVA ROAD 1 s 1 ' 32 32 o' 4- Sff SHffT 11/' 4 �I • J °' zt �y i ► /5 16 1 ` �Jt i /G ZO' Zd /d OBI i._.Nf.4� s8'G, �! la 1% IZT- �6 1 k i CURB DATA ``V n : ' RB DATA t t 1 a. !o • `.N �`, �Q f • N GURU DATA /� M i 3 ) A g76.33', ' s. t t 6 19.27 — b R 25' F Rs r22.d7 , •t ..- .a .... ............ T �` , �3f 7L ;?f. 27' I� go I q 4 2 i �0•� F �' t „, '" 5.48.,0 i 4 Y 73r .4i "1 j,af /6. ..'lac9r 50-9.. 6 B� Rr 3 W. 1 ' /7S. 48' • �x �i .•0 � 3 •:.. � ,.�,. "' �- �.`�`� I6' 6 /75.4 b9''14'd'% 0 6'W�'...� 69'bf�,>` N y 4 �l -eaRs °\ ; 70.00' ' 70.00 , 1 s9 PAM 7(o �.:I.. p.331�33 : , RA 4" X 6040q, e o i 2538 c 62 0/ too A + +?: r T. rf.40 i Y 3 y �3° r' °\ ; y zf yam'" '60 s9 Q e �1 M over Ho r"�`3 e o i 2538 �5f`J apt A L +4 N i i'CALC / "a 40' COL UA48 IA 1 DRIVE BE-Nrs/ MARX self SpEfT /V_° 2 SEE Sf{FEET H3 1 , ■ r+ `� I r , ■ r+ `� I 04 lk 0 73V AC r NT 2of VS4 a •• � B.��s�t .On= t =' e e /A fffrj i Id A'Ar, ®AV, Id Tiw.acT Nl ?95.4 I ND 10 IIJFR PL A PlAWA �r No 7842 Q o��