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S-71-7.1-7.7f 1 7G. B /ooh Mr// /d , /o e /? 1 /O 6.• C 3'4 PNAL T CONCRETE_ (OVER 17 "A. B. AGGREGATE BASE Oil✓ s ,.,_ . ., ,,.... _. _.+� ..... ... ...:. , .. ._. _, s.. �. i .., r .�: ",ys rr s .:'fix' l:' *iM4 ra "fi, t" ..• -,. p,. ",'.E".w..�;: THOMAS A. KING R.C.E. 16916 o � o 38' _.._ 38 MANAGER ;4COSTA MESA COUNTY WATER DISTRICT &Iva Cof7513 "ACOvvr IN THE CITY OF COSTA MESA, ORANGE COUNTY, CALIFORNIA ! 17 AB W /SC 25� Prime Coo/ - . -- - 1W- ,APPROVED , ' DATE 'l . , dd / Cons/ FCC Curb e Gutter, Type C O C Cons /. 3AC over per Sfd P /on No 302 , lfpp 9>� /7 "AB ' -15C P50 Prime Cool P sG Qtd Consf. 4 /hick fi"C Sidrwa /k - TYP /CAL STeEET SECT/OA/ TYPICAL STREET SECTION S -SW N° /o¢ �' po4 "b+ ,2 , ENGINEER -COSTA MESA SANITARY DISTRICT' SOUTH COAST_ D-P/ KE . SOUTH CO 57-'- Diel VE (Sto. /�20t to 5q 6t50.0o ) (6 40 9f00.43 to S /O. 2'4 *09. 15) ® / 30• 30' o1n Consf. ?'A C OVBr , i 2G'.Pedwood Ndr. Cons/ PCC. Caro 6Gu#er,TypeG6 Pcr Std. Pion A10 3oZ Consf. 4 "fhick PCC 31deol2llr TYPICAL ST,PEET SECTION PE,P T70 5AA/ LEA NDFO LANE _ . �Nof typical through /nfersecfions) 6639 W -7i? ,V,, (7c4, , �� h° PPROVE -cam a 1 °f 0 A D 01 G� ENGIN ER CITY COSTA MESA `� 7/ 72 73 74 75 E77TZ79& ? 1 yt o° �,o \ + °� �� APPROVE ATE /�3i 4 over- Coot }� See o. m 2 'y R'Crown co a/ e ev a ° ✓c° s' " ✓c° 11/0 e7' i g' ✓CP- MH e7 MN AVENUE :1\1 Ex . °T..�x�e /.t (1 'la- t/o3o2r,Typte 3 SAL /HAS 3 ce GENERAL NOTES GB /6- Trens /1P �' lick PCC Sidewo /c A W ® /' °` ul ' TYPICAL,STPEET SECT /ON�rs7/?N in FN 6O 69 VN G \ 0 1. Stationing refers to the centerline of streets. 70 x, • Q , 2. Curb data refers to face of curb. SAL/NAS AVENUE - -- (Sta.24 *GO.O/ % S4. 25►48.H) V I� > Q 5 \\�\� ¢ 3. All work shall be done in accordance with the appropriate ; b 7 1_ provisions of Sections 10 -94 inclusive of the specifications (Hof typ /CO/ through //7tersecf /o/7s) 69 W m 61 S8 entitled "state of California De ' v N , Department of Public Wdrks, } - -- ° \\�� } Division of Highways, Standard Specifications, Jon. 19710, the ?•' Lk I N (� 8 m� \� i standards of the City of Costa Mesa kand shall be completed to the ; + GB U m X02 S7 Q y \\ \ - satisfaction of the City Engineer. oR as arasca Hracin 4. Where driveway depressions are constructed, the driveway'spproaches K , shall be constructed to property line per City of Costa Mesa 4;7 3 G3 5G F 9 I'i� •} standard plans. .. ' 5. A prime coot ofSC250liquid asphalt shall be app /led uniformly to the pavement sub Arode ,trc.fl,& omgant 6V �IIII * Per s4, yd aras aidered by the Engineer. 55 to �hll ; �. WI 167'A 11- Atnderground work shall be complete prior to sly suriee work In bvbiio L�ytk% SF h ; 7. Fire hydrants to be installed shown thus: lilt N erCC $eC wi /f �+ t be /onlPd and /,,,.,.�,��.,it hixas• .o r /fdH ain� /udii7 �,JFirBis, 100d37 264Z 3 i�¢l0 260 5. f. $L A GE / _ /LJO /S�evdsy Yo/vds an i AiPil s or �iiPafCJ b r/ril GCs% iY9PSC. %fir F �iaibr /7802 25617 zo3co °P TONS W54,e, welt _.� . � 53 m /Q l _. _ - -- ' 66 9 Contractor Shoflreg4lest inspection frpr» thd, officsoFfhtO'ity En inB87- 634✓ 7267 GAL t t R `T2o ,p Illl 4Bhrs prior to comment ®ms�f of or?y werk . Fah.; 834.53P3. -_ 9 S.F �a B /oc/b Wall j �1 %� �1// F _ 32°10- 32 O 52 _/ l / } <� /0- TheCit of Costa Mesa willpa forthe mihal soil material tests. An subs uei7f 374/ /33- , 3874 L f. O .� - � �. /// '� C i i � _Y e4 S Spa erJOl -, - -- -- rj // tests deemed necessar due to failure ofthe initial tests r' c ('.:. 5061 So�2 L.F G ,o e` / 9 /% r Y, est be at M antra tars expen~sc. - .�r' - - - -._ a. t SEE BE W A P . s.,S9ta • s. F o _ -> .y E L 0 AO R.49,011 GEA! NOTES -- -� _ Z j5 a o, WATER > z - �- e $1 fpLP / m I. the water system sho /! conform to Cosfio Meso County WA7ERD/smerstandard s�eCrficairgn�i. '; s ;s 33GeF1 gSO S F 71'�> / 7/ al 5.F t < SEWER S' ZjifG _ r i+SY�id ',S.F 1. The sewer Q r system shall be installed to conform to Costa Mesa; c 50 �,P SPC -. �/J 18 �_ - t\ SANITARY DISTRICT standards. r 872, 7/ 6 4 3 S. F M� 3 J EA. .f� ' w 19 2B 29 I 30 ;,. ?O 21 22 23 24' 25 . 26 2'% 2.' Sewer System: 6" V.C.P. house connections ahall'be constructed tram 35 35 LF. ��s `a kFN. • { e - the sewer main to the property line for each lot. The developer Z s, 356 i'/o73 /42� iL.F 4B shall furnish the sewer contractor with a "Plot Plan" indicating Chs'' " , recommended location of the house connections for each %t prior to •''� ,� the sewer main construction. All sewer house connections sht11 be a` _ 3 / 4 EA. �� d7 ®/i °% co a'aca vcP laced prior to the surfacing of streets. All sewer manhole frames ! OPIVE MH / grade. The sewer contractor shall 5 5 EA , / / 46/!// s' s <.B /cP ,r V, lQ and covers shall be left 6' below W P P 4 a 2 2 EA. $O / / ^'Hr r <. ti raise the manhole frames and covers to finished grade after street , /70 -V 7 457 /7554r yz 45 surfacing is completed. _ CY I v Y, /4�B L.F. SeeShee�f 6 ! 4a /R ; „ � 3. Sewer stationing on these plans refers to centerline of sewer only j - -- -- - /20 own thus � t 'L F CO ¢ 42 k 1 40 39 38 37 3G 35 34 33 32 3I " 7 4. Sewer manholes shall be brick or precast' concrete as manufactured -- /5/ /S/ L.F oB - s.., by Associated Concrete Products, Inc., or approved equal. " g -- 22°> S' manhole equalframes and covers shall be Alhambra Foundry ,A approved -1270 or 22 t 7 I 24 3 6¢ 7 - 7 °l /G 74 4 - 24 3 � 20 240% � 7 7 _. 7&7 /7.5¢ s / � 2 235 I i 23� 1 37 �A o QUiNTITES < 2'A5PNALT CONCRETE (OVERB'A.B.) "C*A- /Z F� SET_TL /iYG 1J PA /mot/' 6.• C 3'4 PNAL T CONCRETE_ (OVER 17 "A. B. AGGREGATE BASE PRIME COAT 30, n' /OE �o ✓O. CQOSS GUTTEQ Vq,P /gBLE . Ti% /G.t_�/✓ESS /AC Cqi°_ CONC CURB e GUTTER - B "TYPE 'C -e" .4 ' CONC.'cURB GUTTER - 6" TYPE "C -a •• I c CON,_ /OSO -,4Z e- , 6 " 7111e e- cement, mortar or grout be permitted. CONC CURB ONLY - 6 "C. F, CONIC SIDEWALK- 4' ?14ICK Y. CONIC CROSS GUTTER-c5 THICK ` CONC. DRIVE APPROACHES - 6" TH /CK , Wr /G iw.Z LOCAL DEPRESSIONS AT CATCH BASINS `"- REMOVE SALVA&E RELOCATE EXIST. BARRICADE STD BARRICADE - -- - - -- REDWOOD HEADER- 2 "x 6" C>ADDLE3OARDS WOO,P STREET SIGNS STOP SIGNS ,PEFLEcTO,P /fr 2 /.P -- - ADJUST MANHOLE TD GRADE STREET EXCAVATION' 6'BLOCK WALL (°ASS L.F. OT !✓/V/ciY /S PETO/r/E ENCASE EXIST. IRR /CATION LINE REMOVE EXIST. CURB e GUTTER REM VE EXIST. A.0 BERM s' !'V 57.P ,PEFLECTO,P /,P,P /G.4Ti4W L /H6 TO BE ABANOO,trEO f�'4,P,(�Gf'.4Y T.f�cES � ST,PE6 -T L/Of/lS W Sro.P .PEi6EGTO,P SEWER r /O V C P SEWER MAIN 8" V C P SEWER MAIN CONC ENCASEMENT OF B "VCP SEWER MAIN STD. MANHOLES 1, STD CLEANOUT DROP MANHOL E 6 -VCR HOUSE L.4 TERALS WATER i - B'A.0 MAIN 'I 6 "A. C. MAIN I 8 "6ATE VALVES _ 6 116ATE VALVES 1 FIRE HYDRANTS SERVICES { } 14C /vl4i/V 1Z " 6�TE A,�L ES + STORM DRAIN LINED CHANNEL V4 /r/4 R.CP ENTRY /81!R.C.P (15000) CATC14'B,ASIN-0e :STD. PLAN 302 (W=,5'0 } l8" R. C. P (2000 D W /PC C BACKFTL L �. JOIN EX. CB � RECONSTRUCT WALL C. B O. C STD. 30Z (W= 7') 4 C.B. O.0 STD. 3001 W =3' -6„ /G " 7;i.4rt/SITE Zc1W ZP 6639 W -7i? ,V,, (7c4, , �� h° PPROVE -cam a 1 °f 0 A D 01 G� ENGIN ER CITY COSTA MESA `� 7/ 72 73 74 75 E77TZ79& ? 1 yt o° �,o \ + °� �� APPROVE ATE /�3i 4 over- Coot }� See o. m 2 'y R'Crown co a/ e ev a ° ✓c° s' " ✓c° 11/0 e7' i g' ✓CP- MH e7 MN AVENUE :1\1 Ex . °T..�x�e /.t (1 'la- t/o3o2r,Typte 3 SAL /HAS 3 ce GENERAL NOTES GB /6- Trens /1P �' lick PCC Sidewo /c A W ® /' °` ul ' TYPICAL,STPEET SECT /ON�rs7/?N in FN 6O 69 VN G \ 0 1. Stationing refers to the centerline of streets. 70 x, • Q , 2. Curb data refers to face of curb. SAL/NAS AVENUE - -- (Sta.24 *GO.O/ % S4. 25►48.H) V I� > Q 5 \\�\� ¢ 3. All work shall be done in accordance with the appropriate ; b 7 1_ provisions of Sections 10 -94 inclusive of the specifications (Hof typ /CO/ through //7tersecf /o/7s) 69 W m 61 S8 entitled "state of California De ' v N , Department of Public Wdrks, } - -- ° \\�� } Division of Highways, Standard Specifications, Jon. 19710, the ?•' Lk I N (� 8 m� \� i standards of the City of Costa Mesa kand shall be completed to the ; + GB U m X02 S7 Q y \\ \ - satisfaction of the City Engineer. oR as arasca Hracin 4. Where driveway depressions are constructed, the driveway'spproaches K , shall be constructed to property line per City of Costa Mesa 4;7 3 G3 5G F 9 I'i� •} standard plans. .. ' 5. A prime coot ofSC250liquid asphalt shall be app /led uniformly to the pavement sub Arode ,trc.fl,& omgant 6V �IIII * Per s4, yd aras aidered by the Engineer. 55 to �hll ; �. WI 167'A 11- Atnderground work shall be complete prior to sly suriee work In bvbiio L�ytk% SF h ; 7. Fire hydrants to be installed shown thus: lilt N erCC $eC wi /f �+ t be /onlPd and /,,,.,.�,��.,it hixas• .o r /fdH ain� /udii7 �,JFirBis, 100d37 264Z 3 i�¢l0 260 5. f. $L A GE / _ /LJO /S�evdsy Yo/vds an i AiPil s or �iiPafCJ b r/ril GCs% iY9PSC. %fir F �iaibr /7802 25617 zo3co °P TONS W54,e, welt _.� . � 53 m /Q l _. _ - -- ' 66 9 Contractor Shoflreg4lest inspection frpr» thd, officsoFfhtO'ity En inB87- 634✓ 7267 GAL t t R `T2o ,p Illl 4Bhrs prior to comment ®ms�f of or?y werk . Fah.; 834.53P3. -_ 9 S.F �a B /oc/b Wall j �1 %� �1// F _ 32°10- 32 O 52 _/ l / } <� /0- TheCit of Costa Mesa willpa forthe mihal soil material tests. An subs uei7f 374/ /33- , 3874 L f. O .� - � �. /// '� C i i � _Y e4 S Spa erJOl -, - -- -- rj // tests deemed necessar due to failure ofthe initial tests r' c ('.:. 5061 So�2 L.F G ,o e` / 9 /% r Y, est be at M antra tars expen~sc. - .�r' - - - -._ a. t SEE BE W A P . s.,S9ta • s. F o _ -> .y E L 0 AO R.49,011 GEA! NOTES -- -� _ Z j5 a o, WATER > z - �- e $1 fpLP / m I. the water system sho /! conform to Cosfio Meso County WA7ERD/smerstandard s�eCrficairgn�i. '; s ;s 33GeF1 gSO S F 71'�> / 7/ al 5.F t < SEWER S' ZjifG _ r i+SY�id ',S.F 1. The sewer Q r system shall be installed to conform to Costa Mesa; c 50 �,P SPC -. �/J 18 �_ - t\ SANITARY DISTRICT standards. r 872, 7/ 6 4 3 S. F M� 3 J EA. .f� ' w 19 2B 29 I 30 ;,. ?O 21 22 23 24' 25 . 26 2'% 2.' Sewer System: 6" V.C.P. house connections ahall'be constructed tram 35 35 LF. ��s `a kFN. • { e - the sewer main to the property line for each lot. The developer Z s, 356 i'/o73 /42� iL.F 4B shall furnish the sewer contractor with a "Plot Plan" indicating Chs'' " , recommended location of the house connections for each %t prior to •''� ,� the sewer main construction. All sewer house connections sht11 be a` _ 3 / 4 EA. �� d7 ®/i °% co a'aca vcP laced prior to the surfacing of streets. All sewer manhole frames ! OPIVE MH / grade. The sewer contractor shall 5 5 EA , / / 46/!// s' s <.B /cP ,r V, lQ and covers shall be left 6' below W P P 4 a 2 2 EA. $O / / ^'Hr r <. ti raise the manhole frames and covers to finished grade after street , /70 -V 7 457 /7554r yz 45 surfacing is completed. _ CY I v Y, /4�B L.F. SeeShee�f 6 ! 4a /R ; „ � 3. Sewer stationing on these plans refers to centerline of sewer only j - -- -- - /20 own thus � t 'L F CO ¢ 42 k 1 40 39 38 37 3G 35 34 33 32 3I " 7 4. Sewer manholes shall be brick or precast' concrete as manufactured -- /5/ /S/ L.F oB - s.., by Associated Concrete Products, Inc., or approved equal. " g -- 22°> S' manhole equalframes and covers shall be Alhambra Foundry ,A approved -1270 or 22 t 7 I 24 3 6¢ 7 - 7 °l /G 74 4 - 24 3 � 20 240% � 7 7 _. 7&7 /7.5¢ s / � 2 235 I i 23� 1 37 �A o o SCCShee 6 6.• C Clay pipe joint compound shall be "C.P.L -2 ", J.C. -60 ", Mechanical '- 1 tw2iR wasp a approved equal. 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EE - , t d - (_ r t t _ } r- - r- t 44-4 -1 -' j t .:_�': '.t. ::i ( __ } - � I � }. -.. } � ! Y : ; + : F-. , T-'r . __ ._ - . _ _ _ E I i f { - } } t .- } t t_ y{ t) _� I, � Tt � I� 1-j i l j}} ; }t O ., oc. CONSTRUCT /ON NOTES /2< / CONS T. 2 "A. C OVER 8 "A B. W SC-250 PRIMECOAT R� N QP� T 0 / s4 q'4'E` r • � A N LEA eD z /17Q Sh D,Q O CONST. CONC. CURB �' GUTTEj4 TYPECly PER STD. PLAN NO, 307_ E\\ Jr e'Sh S e ,t ' J CONS T. 4" THICK CONC S /DEWALK /0" S7. PL,4/Y 411' 4rO/ i 3� m ` (¢ ` P p0 Ft• ix /"�! P\ � 10�.'� - c,'ii„ ,, V. ', /�/ � - G` � V�1' N�.� .1. OQ LQnO •is h \3 t� blD NOTE Stotions o /on9 O CONS 8 "YGPSEWE -R MAIN WITH STD. MANHOLES AND 6 "4 CP HOUSE LATERALS �� -own Line 29 �' v 52 ��tF' r c} c, b `V /4 V 9\ P9 �' • ��/ �!2� O5 CONS 7' 8 "ASBESTOS CEMENT WATER MAIN GATE Y4 VES F1 RE NYDRANTS rYPE kl'" AND HOUSE SERVICES LFS \\ O CONST LOCAL DEPRESS /ON PER O. C. ST 4' HWY STD. PLAN NO. 307 % 27 `\ 9 9�' " \k�PNg CONST. /O "YC.P, SEWER. 6 001 CONST• 12 " ASBESTOS CEit-/Ewr W147 R /Y1Y1If1A1 GArB !/i411iE5 F /ipE �/i'O.PANTS /�/ ti9 �� a5.55 5 A/YO iIO41, E SE.PV /CES Z rj 0.00' Z4 k ^i X0.00 J n �. . ��3000 / w ~O W 4/ 0, o 0 p0' p�\� 3 5711 I� ;� �a W •0! / - 00'0 mN 2 , �, .- �- •' `(1', , t Z �" S FS���� 18 /9 ZQ o\ �4 60.0 Q 6°° ,. 9 +?0 E �R �: rr. m u�l 60 00. °O ,X t1 rI � Y ✓ y,: °ND g 1 66 t- H� '''�' 00 \, ZA.h� L=65u 60 32 0 3 3 SG L'6544 �• - ' CURVE DATA �8. , P` 2. 2.yT _ ,, e "•�` %� o 5 &4 /Re/GAri� ZlNeS W177YIAI (, 1 �Z F. F 6S°33p ti ti / / ; °' DEOlCIA,cTE/J W Sf�l9lL SSE \ �a . / !2 - A 631 � (00 ` � OA= e9 °/8'/3" (� d° 54 °30'08„ OI A- 7/ °27'3/" s`� 2> D 7 R- 25.00' R= 65200' 48 5' U.'" L,Z3.72 R= 45 00' j L = 3997' L = 620. Z1' L= 56./2' !!. r' �' L=S,5 39, -- 55.79 G'o�. 8 s.�.. _ _ L- T = 2470' T= 335.82' T' 32.37' Sj x%03\ E L' S5. 79' �' 1 / - 4z55 79' L = 55.79' L 5 OB d- 90'4/'47" O A= 71°27'31 JO 4= 41049'07` 93 ?�29 s' R= Z5.00' R= 25.00' R= 60.00' ' L = 39.57' L - 31.18' L = 4.6.77' / goo i 7 Sots 7 D 0 9 t T= 25 31 ' T° /7. 99' T 22.9/' 45 �x Oc A= 56.33'09" OG A° /44.40'3x' e5 G 9 I 4Q Ooh , Ql QO R = 00' R' 40.00' • L = 60406" L = /O /.00' h U O = ° " TULARE DRIVE SCALE. /" 40' T ° 929.20' T D 4 56 33'09 H 4= 34022'57o R- 63000' R= 60.00 M 623.'90' _ T' 339. 96' / TRACT NO. 6639 T /R. 56/ 4 % r ee • tSh t 4 of 7 .,. o a� .. _:... _.r.. ..__ .._ -.�_. v .- .__.:.- _ -..r -. +�1 ._.. +..__.. �__�.. �.. _I+ . ......... ... .. .rv+�,♦'L_:_:- _Jr. .. _...>. ,..:W+,' ... ...rl �y� ^I'1' _ - °w,» �� TP, 7�VS B CF 0000'✓ C. P- l!/. ° 30.35 'QC { :f n TO 10 "L'F 9.27 V o x� o V TRANS f !S7I,7 /I 7 { t ( �n f a _. I 012,/: 1 •, I /[ r , _r r_ �n .. f .l'V'e t ` j t I T f W -� I ---- , , j I - t - - - -- I r t:_ _. _�2: � lbL.ln - t Ns zj - { _ _ I it { } - a, i t : ;� 0} I I p, L + __ _. _1 -a r _ .. Y .r... 1 , I• i j .- f I r ._ - t :I ��.: 1 I-. � I � 7•]l3��,3�%L�f , , I I , I. fi fi t - _ 1 'Y- 7 - _ 78? .� e�'Y� I s d, t I i 1 _ 1 -- -t_ --i- - -- — I � I i _ Vol j '� I I , l :*a fo d'F'; : H r T- . • , 41� i Rvl V.; a •,.i � � �t .jI �/ } j i f.. i � - . � 1 1j[:: GX /h5 n. �i�i#'"�L!/!7[7 �r } .. w j ' � ; �'1 �- ..- � t - - -i - _ _. .- - 1 -- - r— t Y J P ( _ { { r I --r —r..::. t i. - r y - , i Z ► - 1 1 ; , } I 7 ! , -.t 't j y r a -:� a' t ! 1 I ''3 { y { j( 4 7 }} :.' : - �;,sE G 1 , , \� ; tF Of00.00 CARMEL DR R x 9A45. 44 SOUTH COAST DR SCALE. / "= 40 E oa k�,, f o m SA L I NA S AVE. \�� 56 a 57 58 5c� � See Sh� 0 t No. 6 � \> Oa rr AA E co N> / ti F 6J7. `` 67 ti SALINAS AVE. \i See Sheet No. ro G o c : M g N 68 #1 69 70 `�.� TD N_ a ti� 2 3 A CON 51- }5 30 _ 30 �,� i Q 6��. is� L = 70 07 ' dd 5 p _ _ 6000' 600 X19.6!' ,. 1 �. \\ q N 3 trl c� pql p. I ' \� 2e'�c o N. 6000' _ 60.00 -- ___ �9.6Y ___ '``\' :� o 30//4.9d S.4LINASAVE se, \ __ _ _65.39 29�ro� A'0'61 '�io w / ; o s. F 3 = — m Fs o f� 0� _ _ 4,13791 CARMEL DR F� 6 -_ -__ _ w _— �7*12.63 TULARE OR dFb < J G •P F o o ; / r o Q m N I o, c, � ---_ _ _ . __ -� 27,154.90 SAL /HAS AVE. ty CONS, 60.00' 60.00' X 4961' Fti .'t A5y � D Jam' � _ ,,1•E�g �a ot0oo0DMNxF7 �? 7,4��.? ''. IT' � CONSTRUCTION NOTES. �S ��so.oa• 60.00; 6000 49.61 vN '' •' ' ��Fy � // °s' 2 3 5 A w' O CONS T 2 "A. C. OVER 8 "A. B. WISC 250 PRIMECOAT 9 8 7 6 rk ii� CONST CONC CURB GUTTER TYPEG6 PER STD. PLAN N0.302 6 v` „ o O3 CONST 4 THICK CONC SIDEWALK PER S7 D..oL„4N i✓- 40/ 63 62 61 60 ro CURVE DATA f O CON5T 8 "VCP SEWER MAIN WITH STD. MANHOLES AND 6 "YC,P HOUSE LATERALS ° ° +� • q OA d = 90-00,00" � 4= 90 *00'00" � ;r I 0 CONST 9 "ASBESTOS CEMENT WATER MA /N, GATE VALVES, � R= 25.00 R= 3500 FIRE HYDRANTS TYPE ' 4 "AND HOUSE SERVICES `h L : 39.27' L = 3 9G' t T =25.00' T= 3500' TULARE DRIVE O CONST CONC CROSS - GUTTER PER STD, PLANS NO. -005 CARMEL DRIVE © A= 54 °09'35" (F d 32 °17'49" N R= 130, 00' , R ° 390.00' L -122 A9 L= 21984' '- T= 66.47' T= 112.93' „ O 4:54 °09'35" v) R: 15000' R= 410.00' L = 141.79' L = 26702' - o y T> 76.69' T= /38,44' A 6 4- 54 °09'35" CH / d = 37'/B S3" TR CT NO 6 39 R. /70.00 R =43000' Sheet 5 o 7' L - 160, 70 L - 280.04' T' 9642 T= '45.19' It r - 4TH • M h I WIMlf01k r IL:Nr6° Qklf€ [ 111 VN r1 , - ( , [ t r , _..., I 1' '.:I ; 1 r ... I_. _. _..._ . __._..___. _ _.1__ _ _ - t. 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' :_ - _. -. i _ 1 - bofh wny5 oro0 2� "C /. Inver/ Cufofl'W4// / % f 2 T'bn� /7`� 8 /9, A / //eng//7s0C t ,T r.< P P i u in /6 few GB. , . #. o! Dawn gfr mom End h EX. T.P.4CTND. ,0!038 �� �IQ� N LJSALAN /5 AVE: QlrOFF W,4LL DETA /L - PEQU /APED AT E4CN END Q 0 = I * vsaee n 24"60,0/ ¢ Q) Lk1 ti v V Q iesd I; UrJrn TR_ BN D Y, -- - . h.N NOTE: Stations o%ng VI o 'W/2(See rob /e Be /ow) O' ^ Crown Line «' -143 $+ 7I 72 73 �1 74 75 76 77 I ^ 78� 79 o m I II i $64 Enfh ways % � 3. 0 � 2 � i0 <} �Q.O Nip k h) c,, i $ � � � � 5 Q SOUTH COAST DR. TULARE DR. °� 0 0 0 o ail F' �I a � 3 '` •v ! 'I 9 c m 251-30. l/ Br C. �' 0 yL, 25+35// t9e,. IL t�, �'! t' l N.8906'S0E \z m See Sheef No.3 See Shee7 No.4 a �' dj1 ?� b - `.- Iy a 47 2 0.'0 N 26� N'. ti A jP P. / 6 I 60.28 600tl' 6000' 60.00' 60001 5 60.00' 60 00 �/ 0.00 5000. k' i / � s6' 32' c - \ & a ` 1435• /2.39 E l�adJ ,.ez• � � / �'� y o o . � Grode cn Z 9 ex' m N v br ti Ri+zao CONS T. STD. A4. NO /of '� 1� h I e G _ f� fl e + BiI6.00 M / /O' SEK/ER C' /0 8 8 H �. b F' ` d1- c f. �a a G ! I 2 2� y, c E o G 4 °'�/ • ,� � c1- 0 0 , - A — � ► {8 I I EASEiY/ENT II a; •s,4,, ate +T 29 P CUTOFF WALL ELEVATION I @, 46 I I °o ,4�1k3 85.84 2' A '. �F. ��. A 85.00' 8500' A - $'art /9. "00' 77t r r- C3 v 3 2 �i c r' / g� I 6' 3 C v+, h P r �3 Ot { r tw �, �r 9' t. o ( 30 3a r" /z h V o' 30' „ �;:,, ; �I��02 �0/ / p. f5rr i m 11120, d0 ro m h m /0 20' 20 0' O W Q� .1p��.er1 \� c t0 5''u 1 W. 70 aoo See Sheet No.S o 60 59 ool °� �' p a��b�6 5' See Sheet No. 5 �I 6` t h o C t� 1 5 5 ° iJ�r 4 t2' -W/o <See rab /e ee %w "' " h CARMEL DR. �!� TULARE OR. o;! o o h t� _ SCALE: l "= 40' o �i o r , c AO ef 2' a CONSTRUCTION NOTES b. CONST 2"A. C OVER B A.B. W1SC -250 PR/MECDAT SA L I N A S AVENUE CURVE DA rA. ���° egoWiV G/� 2� CONST. CONC. CURB GUTTER TYPE�10 PER STD. PLAN NO. AO d = 90 °00'00" d- 90- °00=00` efed of 4'l.O. / � EX C,g7C,r,/ BAS /N pETA /L R= dS.OD Lj Were ho /es % be conatru �4 / ?` 0 � R= 2500 Terra Cof/a Pi oe of 3ufiia'enf /enOff7 1-o extend b �p „ e ivo sc otE L : 70, 09 ' 1'hra wa // and info grove/ ,00cke1 and N O3 CONST 4 THICK CONC SIDEWALK P.E.P STD. PL4/S/ /V- 40/ L= 39.27 -= 45, 00' T- 25.00' { P /oeedat 5'o,C.l3 oe, sided• Bendhorizon- �'c. v o te/ bar orouna pipe fa/sfening.pioBSeeurB /y, \� Zderp p F O CONST. 8 "Y.CP. SEWER MAIN WITH STD. MANHOLES AND 6 "VC.P NOOSE LATERALS �. 'c'M AQ !'o bars before co,7cl -eTe is p /aced - a»�t /o;n! v� d - STO DP IN 36 °S2'l2" 28 °=?4'/4' CONST. 9 "4SBESTOS CEMENT WATER,/VlA /N GATE VALVES F /f?£ HYDRANTS TYPE A R- 6000' - $; A,= 90.00' G "fhia6 Oro 9vve/ef each surl`vices and Z.o �- �-i_ m AND 140115E SERVICES {, L' 366/.. G= 4488 A /� „rnax. size for remainder' b- �ti T= 20.00' 1`• T= ?2.92• ti O CONS T. CONC. CROSS - GUTTER PER STD. PLANS NO. 405 r ,E'. G T.PA PE ZO /DAL GHA,(/,(!EL 4 - 163 °4424' ® CbNST LOCAL DEPRESSION PER O,C 57 HWY. STO PLAN 140. 307 R: 40.00' SCALE: i CHANNEL STAT /DV "W�2"NOPTN W/2 5011,14 H A(ORTH h 'SOUTH 59 ►30,93 26.00' 23.00' /3.33 /2,G7' FROM SM. 24+60, SACINAS AYE. T= e8Q00 .. I T LL GUARD RAIL PER 5T0• PLAN NO.Ga/ USE / y O9 REMOVE, .SALYAGE IeRELOCATE EXIST. GUARD RA /L y ,' *: > TRA C.' T NO ZZ Q O COAST. STb, COAt.0 C47"G1111 ,M4_% -Al X1= B -G ` Q r / �Or • J SAS P:; / . PE C NWP- 57D PL Al 307 : 3jc ` I3 GtoNSr. /�” r.•� neife Sfarrn Or'nin 2000 DONST. .CO.aiG' ClI'8. rlTTE2 7`K/1%5 c B /'B.� 5'7vie ,r�`/rf- 3aZ Sheet O or 7 +� 1 t } 1�. ,._ ": & -. . :. : ... is . :- .. i,YW? '! -.r#!a Yri8e4• -. iiFY' i -ux4wi ..,�.:u..i. ...: Act.: 1 \.:,<:: n J_, �.�:� M! {. .. %� .. 1 �. . :. i. , � / / / Fu I w � . C I z 1 4 X t z 5 (t M � I C 0 __ 210 - � w I 01 I I � � - I — I � - 1, - . ,,,, ­ �,_. 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