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HomeMy WebLinkAbout535 st F92EH .y NE i� _ 39!0 ctI b4\8 on tcsrb _ 0. -3 ._ - 1 • , j ; - 1 1 ,� � i . '. !CA IV& PIN b co` euRv, TAa IN TOP c� p ATS S.W. CORNER1571CA I� ST, 4 CARNELIAN 'ST., l 1 WEST OP�. �ARNELtAN 37, 9,1 SoWrY l 15Tr ST, Z' EAST OF WEST END vc,ll, j • LO10 1 el-0 X1"1 # yEL _ I - IW1 : Lo it • -i { III 1d a r 31,49• H ! •t I # # _ _ _ - i _ _ _ _ j :, 1 t t ' { { � ! � ! � � � �• i { k � + { I { { 1 ; . i a , i , i { � 1 ; i + a � t i / i ; ± , + alo I a 1 I , 46 SS , 0i to For _ T AipPC4 od i j 1 +Li s ! V `T.�� OTB�. �• $ III I I I I + , 4f4 �, f u I 1 i i 1 , , �SSTY A OP QUARTITIES 1 I � � I I _ i - z i - - _ _3 _ 1. 9 088 a ,f, A a- - Q *-+ . 0 A.C. P8 vem (B von) { ) 1 NO ;� a ' 2. 19,72 B .f. A.C. Pavement (Jasper)� _ _ _ #} �� o � f , c� a 3, 42,061 a �f. A.C . Pavement (interior streets) }} • � _ _ i 4. 662 l.f. A.C. Berm ifr� r I 5• 3.571 l.f. B"P.C.C. Curb & 18" Gutter 4- %.9 p 0 �., � � � I 6. 63 1.f. P.C.C. Curb Only r ! _ - _ I _ 3_ _ 7. 49 a .f. P.C.C . .9 � . _ _ ._ _ _ . � 5 . { 1 i 8. 4,360 s .f. 4" P.C.C . Driveway Approach 1 ! I I (W=18, Xs3) { _ - I 9. 15 46 a .f. 4* F.C.C . I - - 1 0 3 Sidewalk 1 . , i 6 ea. Ad ugt S M .H, to Grade 1 I l 3 I 1 31,42 { # i I i I -- - i1. 126 1 .f. 2' Hiph Concrete Block Wall 12. 4 ea Remove.E Guide Markers 1 •4' I 1 2 ea. Remove W-1 -R S 1 . 2 ea. _g iFn } Remove CW 9-R S r d1 Cel e # 15. Lump Sum Remove Palm Trees do Stu . I I c`' curb # 16. 1 ea, Remove 20' dia, Oil Stora Fre Tank P i an C ase ' d PCC B (Road approval oP these plans does . { Department not include the above quantities ) � �. R 13 A 5 � � I �- VERI_ L T 3t{ i I CURPS M. DATA CURVE DATA PLAN`sSCAI.t GENERAL NOTES • � D=90° 6=36 52 12 4 SEE SHEET 4 p1�10 P_ 9=55 Ll 55,19 -'� - SHEET' I L TRAFFIC INDEX 5C ECULE 1. All work shall be dome in acc rdance with' these plans and the S" Semsrd'ino C.ao4g SWsr& and SpeCtfica+iiMM gp' 30' I L S 81,42 ,t s Cb R• G2 L.39,90 JASPER 5T, TI = RSA NYAN 5T, $'S 2. Bench Mark Data: Drive pin and County Surveyor Tag in top of curb at Southwest corner 19th St. , and I 18 18 II '� Ej w SANYAN 5T. TI• ,$ i Carnelian St. , 48 ' West of centerline Carnelian Street, and 21' South of centerline 19th St. , 2 ' East of �� 4 A .,,&�_ ¢ HOLLY OAK DR. T.I,,- j West end of B.C.R. ELEVATION: 1566. 536 C. S.B..%4. 8-33. `1• �� "d� tT �.� MANDAR)N AVE` ,h = 3. Street markers per San Bernardino County Std. No. 303 and 303-A shall be constructed at each intersection. j ---�--� -o a; 't se AMDER WOOD D R, T I 4. A11 plpefiir,Cs or srbs}cvc�vres of eng kind and lephone or power potes,wsies tne4t!r� raw",N4 r*t s ek,shorm orwo Stewnot�*rw danss'"ii%in %e litin�3 0f +his II ' II 0-4- u a v Q s>t subdivision or in adjacent areas where improvement work is to be done shall be removed or relocated as �, required at no expense to the San Bernardino County Road Department. on In d a t� C' V `c N a o S. Compaction tests of embankment construction, trench backfill, compacting original ground, and all sub- I II I) I C �� F O grades shall be performed at no cost to San Bernardino County. County Stand4rd SpegificatinnR c Otion CP � VQ 19 6 shall be sopeF-seded to read, "!Plie welative eempaet4pn ef the layer 0. 5 feet CA I feet belew the I _ �" 95 perGent eempaetien required t- gr-Ading plans Shall he 90 pergent in liew A lum of 2 . 5 feet r J A written report with these 0C compaction tests shall be submitted to the Contracts Administration Division of the County Road Department for approval, prior to placement of base materials and/or surfacing. Q 6. The responsibility of adjusting manhole covers, paving repair, paving replacement in connection with sub- I II \ r r' MANAARIN AVE, division sewer and wa4r Me ins�slla�ions shall be +he. responsibility of the owner, and shall be accomplished in vo AMPLER WOODti a�� ^��aRIVE 2t23,t�0 u --� .--� compliance with Ordinance No. 815. `�' 7. When curb depressions are provided for driveways, complete driveway construction will be required in A.C, Pammen�r ,,� r SHEET .1. accordance .with County Road Department Standard Drawing No. 128 and related specifications. . CURVE DATA s. - I) (� I \^\ per •j plCal 5ec'�1Qn ^.tea' 0 i rt r ding, t'�k-z"'.rateria!9- �'t, �-tl,e proposed -at-ruotural a-A-ot-Jon ah4 � e oub- �(p -- ____ _.___ •�`? A• 253 4424 Z - I _ �!!''�e�$y t�t]<'a£t engineer �-�i„ c,,L.a;,,, s;r,., cer.+-;„n r `���' FL Rs45 La 159,2E a ��:�, and e„a�,,,,-; -Approval will he-given- when��1 Cb R= 3a L= 16R,19 _J 9. A permit will be required from the San Bernardino County Road Department prior to any encroachment or construction within the Road Department ' s easements or rights-of-way. II '�► 1 _ �s W Q 10. Adequate stakes shall be set by the engineer to enable the contractor to construct the work to the-plan ^ ;in - a V grades. I) I ( I v -4 r G Z.� X 0 �1� 40 L, E 11. Sub-grade stakes, driven to the pavement sub-grade elevations, shall be set by the contractor or engineer. I I II W `U V 0 co e 0 ✓�t� a M Q N A �/ E, The stakes shall be set at all hinge, edge of pavement and crown points within 0. 01 foot of sub-grade II Q ' I in 9i► ; elevation and at not more than 50 foot intervals. Additional stakes may be needed at warped or vertical II Z I II v c3 + �d 8 curve areas. Sub-grade stakes shall be in place prior to paving to permit spot checking of sub-grade by a a- inspection personnel. I I I O g •rte 12. All water, sewer and gas mains and laterals shall be constructed to each' individual lots prior to paving. ' ,~� �' OR N G I- 4- g�- j 13. "At the completion of paving, a materials report shall be submitted to the Contracts Engineer of San � II G� a Bernardino County Road Department listing all tests or determinations completed to verify :" VCT V d -� (a) R-Value, sieve analysis and sand equivalent of aggregate bases. CURS RTN, DATA CUM DATA � NnEX �, vICIHITY M l�� (b) Stability, oil content and sieve analysis of asphalt surfacing. " . L 150 k%W151' 11" ScsLi 1" 200' E 14. "`When Asphalt Concrete is placed on native soil which consists of a rockymaterial the subgrade shall be = t -r- =- -• �� ... ....__,..Y.•, �:...1 - - ----- - prepared by removing all rocks which protrude above the subgrade and all voids or depressions shall be Cb, R G1 L 39 90 S CIAL wore '=> M I tvATE EIIGINBER '10 toltTRAc IC• i M filled with a fine graded material of a quality better than the native material. " Contractor agrees that he shall assume sole and complete 'bili for 'ob L,&51,42 R. R+ 55 Lt35,59 g p a site conditions during the course of construction of this Project, including safety of all l _ I persons and property; that this requirement shall apply continuously and not be lim- 15' 'a 5 I ited to normal working hours; and that the Contractor shall defend, indemnify and * 'S 4106WAi.1( hold the Owner and the Engineer harmless from any and all liability, real or alleged, in connection with the performance of work on this Project, excep ' f Ii bility 1 1, 4 5.5 6.5 12. 5 4` 1,5� arising from the sole negligence of the Owner or the Engineer. - - r- . DATE ,.R ,...- ._...._ -,- O,SS' 011 c O,�l3' RCE 8205 gape 114"' ' 14"' 1 LEVEL. -33 � I`INt stpPE YCII ANDREASEN ENGINEERING COMPANY FIELD BOOK REF. COUNTY OF SAN BERNARDINO TRACT NO, 8955 W. 0. NO. ty COns}, 4"%t 5iaewal - c, , : sea N, PARK Ave _ s per Sid, Ioo�Typ� °D" CCfils�, 4"PC,C, 51at�w { PQMONA,CALIR (114) G13-ISdS A dd•�__�fCt�t_ ul�/ r_ it�n G If-1 { STREET IMPROVEMENT PIAN ROAD N0. Cons+, O.Zo A.C. on n4t«e a k ROAD DEPARTMENT P A R T M E N T DESIGNED BY DRAWN BY CHECKED By CC1ns�, pC,C, Curb � , - & per 5�d, * 1A9, Tyke "6` - Wl. T.G. APPROVED BY �Mg�R W�t7� 'J�1VE Gu+F er per Sid,* I15 Cans}. PC,C,Curb 4 ' ♦ FILE NO. j TYPICAL SECTIaN Ctu4tr per 5�d, 115 jQ lkt,%. � SU9MiTTED eT� C.D.E. ASST. COUNTY ENGR. - ROADS DATE j CQ z A M 61�,.t WOOD OR ISE RECOM.ME NUED/APPROVED BY - - - Ulm __ MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONE • ENGR. DATE COUNTY ENGINEER DATE SHEET i of r .� ; A # F- { i _ ID0.1vE PiN G0. SuRV, TAG IN TOP 019 C , f r 1 I AlM. C . I9 L ST. k CARNSU H S oR � N aS. 48 W 1 A A ' t � 4 r F % GARNet_IAN ST, ZI SOUTH of IL miA 5T, 1 ii r # 4 I0- 111 r _ 1v usT of W ESZ END till, s wL, 90 i r - . _ 1 [ a_... _ _.: _ _.r - -. _ _ {# / _. - - + t ft ., �t 1 if ' 4 � 1 1 ! ! j - t ` t � ._. _. _.. .. _. -. _._ 1 i .. i - i t ��G�. '�./ • V _ _ t t { • t t + i u. - ! 7 1 i i 1 r ' i { 1 , t i t }} < _—' EFf ' # -- -� i # I - 1 i , 4 i , • j : - 1 : i . , I r - i 1 5 1 _ ' t E v m $ lob _ I 1 ; i t be oc on o r I r r 1 1, + i { 1 1 r t # � + t ! f ! + , I t 1 • i � I V � � i t s { � 1 � � # t j � � _ _ � — � � � � � t r t f y /4i! Ft J V i i t jr f __ _ _ A—t.—I ds m ! { t t 1 t i i : f i r ——J a Ll tk t i 1 j i" ` « I + i ( }{ i f t { 1 r { :i 11 ({ t '1.�• t i { 1 1 + pp ` f ( , r 1 , II jj 1 FF : y tk {J 4 + r i 11140 , ► # # Izy f � t r t F . r t t 1 , I + # p . lz E{{ t I Y e S 0l0iX ' •# 'Ex15�.�. F ' E u #a o • p f 1 1 I « � { 4 ' i 1 t y . 1 , t • i 1 t � + { 1 i I r _ ` j { i 4000 f i # j s + j t { , v t 4 1 1 i F 1 F 1 , 1 # 4 I i # i i i , , t i r t l t + i Z ° r - HORI V W z 40 f VERT ; 1"t 4' + I _ _ PLAN SCALE I"•40' 0! TV 0- a 11' 1►' 11' 11' 6,5' 4' Q5� Pegn vsly,iNatt �� e� 15+"t420 r io 5ia. n+oo.50 LML Ln I � � � r � i• `'�Cons}, 4"PC-c.S sdewaik 3-v 3� I �• Ex�S , t�l�ttwemEn�tg Gangk D.Zo ke, pvtn'�, on na�iv 1 per 3�d. 149,�`14�`Ap4 �, , x �-�- +-♦- �-" Z v ``CottS�' P.C.C. Curb k �yQe 6 o- TYPICAL. SECT ION 4SANYAN STREET �, E%ll0 }mprovEmt4i per Tr, No. 89 61 ---�� _ PS ANYA N .� T FEATHER To JdtN '� 1 • \ � y�. � bn eek �^``°�1� � - � �_ !�t� t0'cil 5id ik C a O[ Transition �' u -� ti'`h� cn 3 b� c e -� P t!f 10'Sidewalk % & a ' . Rtrn. ILL , II ' L s V I (I • O r0 tl -�}� Transition O r '�'� Zt"O•C• 3 • s. 0 5 3 ar To ro $ c E -F _ V - T _ 1 _ W Ems- s 3 : ; ; - • c (r 61K.•. V 1.5 i1 5 V v u v F- ` - Q J • a v tW V-o e h c� . 4t Iu A l :z? �'� -q jc + a ` 0 Si dtwtrt k i 11 t N3� .� u v IZ' ►� 16 1 , to cn o .Vj x Z ud a. . .•, /, ,' -v 'L5� 33 ri �' T 30 30l .. 1� '�8 40 1111 11 1 11 1 au uo �, T 30 r *4 der _ =N cv' i '.SEE SHEET 3 - � � �-� �' '� SEE SHEEZ 4 �' M + � a � °- � � v o' N a o —" _� z � t: v - M -F �' -+ Uf a9 a0 C r- o: M :. �.�be sirtsC .. aD r. O t-- to o-*' - + --++$� "' p -t w -*-F ,� ,+N ` -f O p c • V E3 1 ; C 80 V d tie ci � Ln V a � u VU', � � �N � � w� w -°� � H M I.- Lu W CURB rN, DATA CURS RTNr DATA CURB, RTN. DATA - V 6LOC K WALL ALONG Q LU A-90"0'1'59" as90° 01' 22" 0- 8°V°58'38" � NORTH LINE LCIS V3 430 pe RV20 K%10 R=20 - T=10.05 La 31.42 1.s 3� 41 IS +14:20 +0 1l-k-00.30 L: 3 1,441 T%20.01 T b 19,99 AND&SASEN ENGINEERING CO. FIELD BOOK REF. COUNTY OF SAN BERNARDINO ' w. 0. No. aso N. fARtt INENUE 1Add��- #xc�t�ral- port--- `�r�6 ROAD DEPARTMENT -� TRACT N0, 8955 I , POMONA CALIF, (114)623'15'5 DESIGNED BY DRAWN BY CHECKED By D STREET IMPROVEMENT PLAN ROAD N0. APPROVED BY IbANYAN STREET FILE N0. _ R.tte, 06 -- kSUBM}TTED By--A&--A C.D.E. ASST. COUNTY ENGR. - ROADS --- DATE F • _ RECOMMEND[WAPPROVED BY l - �• o • � ' • 6-aid-7.5 n�,� •• 1 it« ,� � . '�,�-.-- ' - MARK REVISIONS APPR DATE AS, T. ROAD CO ISSIONER • E - DATE COUNTY ENGINEER '�.# DATE SHEET 1 of 4 t If r"rr• co IMF 141CN v ��r• ' 1 .rte • T , • 1 - - I �,� a l _ i I ,DRIVE P11� �. Cts,5U1�Vr TAS, ►N 'TCP CuRAy A? }lti,w= CQRN6R 1�L+i 9?= �. CARNELI AN 'J'f. 4e' 'NESt _ > W Dp �. CARNELIAN ETr 'LI' S0U1H Or- ISU ST= V f a 45 OILwEST tNercr�,r r e x 1 S } ; -j to ,�aatt E f __ cn + 00 �9 r Z I y t f s i $ i j{ : C + { In t 1 �--- f i : �+.� {�• ! t j { ; t t 1 t i o , ! FF r , 6� tfi v! } Curb co k _ t r f t , )1p (( ww r I . - Vt• I M — i �O l7 L7 i i 1 , XbTTO WE }} �'1, ' + ; 1 3 � � -� � 5 - F . o -+ -+ �- y d --3-... � + { _.l _�- -1-•--. �.� �.. �-. _-F_ _1 1 � _ ._ ..1-.._ a-. _._ __. _ _ ._ _.__ ;. -... :— _-..4.- i. •___. .a.. l -1—.�-_- O V✓r� S i � �1 � t./ � _ i t ' In j r- + In ign t — c-� — ♦' �9[n c U1 f F f { i �f j t[}j V } I i f i lo } Z od f r yy d to — i ! 5 T I f , tt ♦ I ; r i s rLr� i L _ , Q • u1 _ c' r 1/= f f . f 1 { , k , in l �61 � _qw ij 1 4 11 { ti r ' nn _ t ; t t { t g _ _ 0 t j } ' i 10 dl { 1 1 {{ 77 1_ ` 4 ; ��ttS , o — Dt i I d o _ Z 1 I I I - � - i � f �' } , ter � i _ _ _ _ _ � 1 _ • _ _ _ _ _ _ _ _ _ � , RC�FIL �dL HQ RIZ IN .,401 , `k _ 3 _ _ -- _ - _ _ .l_ _ 1 t _- -_- _ _-_ - __ _ -_ -_- �_ i 1 1 f 1 _�__ ----�_I_ _ _ �___ __ _ -- -- __ __ PLAN„ SCALE G , z-L ` ems � � • � t , SIC tvm+_ c3 v Tran sI�' o n -� � �• ... ... ... ... Exi0, 5 R W A IWO 3 f Z .c ��tt • w d) -f- V V I I 20 a E -- 3 a O ;n V7 ' to v_a CuRb 1�T`N. DATA � .,. X _�. -e- v a u-+- 4-11- At 0W01 59` I _ z V 0- jj vc -fI: or E • - i `'' a .,r.. :r a �- e T -20.05 '" I' 't1' O + i c � ? E Lc 3c �� •a L= 31.46 � 33' p c .. -t .• IC O -o -� Or - III SEE 4SA -ST 1 4' Gr5' II' 11' 11' Ery' 4' Ory' SLOPE y4•.I' LEVEL '4":1' i 014• t 4 LINE SLOPE Y4":I' W.0. NO. J — T ANOREASEN ENGINEERING CO, FIELD BOOK REF. COUNTY OF SAN BERNARDINO _ or A - Sao a.f�At'tK ��s, __- ' ��� R 0 A D DEPARTMENT �. ROAD No ,.� { C�nS�r 4 P=C=C. SlpeVvatk i � l�ev�s�L7��_Se�fian� ,_� A►CT N 1955 Cc1ns+,o.&A.c.Pav 1 me4 �_per Sid r IQ9 / Q M pomow CAuP, (114) 6'LS-ISOb � • dd�d-sir•-s•��f<c� ASF kovEo gY STREET IMPROVEMENT PIAN 4 - - - - — I _ -���- OESIGNEU BY DRAWN BY CNECKE: F� � Fufi.IrC PCC,CUf`FS �.+'.� ._ ® • � - FILE N0. Gu4er M '5+8.* 115 Conat. A"A.C. Dike per Std.*111 Cons}. P =C, Curb �. Gu��er per std, t 15 � J AS P E A 3T R Z ET TYPICAL SECTION SUBMITTED ev�� C.D.E. ASST. COUNTY ENGR. - ROADS DATE N, E4,tt5 JASPER S` 9 EET /-a V- 7� nA� RECOMMENDED/APPROVED BY ' ' MARK REVISIONS APPR DATE ASST. ROAD COMMISSION ENGR. - DATE COUNTY ENGINEER DATE SHEET of 4 t • y f . - co w - -- - - - - — - tn `:rt'*EN II > 4p in t i t#1 + �9 +9 to d- cJ 1 + 01kW& *IN +l� Co, s.IRv, -TArA IN-mo Cdr' elm1 W , �} r I 3 �- �' ? ii 4 N N N US a? cn ! `� ! 1 E I la-vt CLlRNER 17 U ST CAUELIJI 5T. 4b' N - to 1 •.. y , r ! , , I I I I ! S c� ap — cJ d I4 Y.�., y t UTIs Ot 1 - -- - - + -- t a W WTOf MIST IID b,C!C. 3 ##'' I S o 4. 17 ST d O'^ + f�• i `� J t'- t"� L9 o t R. W 0 u 1.4 a I _ G Alr r cr h U 4t 4 y4 1#fofo 5lot �� i N m I j I c0 O + .9 ; i i tit N c`'N , I p� 1 � ` O , ! a ; y i QQ � � o U �"� E ! I oV a Cr f 67 N th Tan.Gr. i t' A �# 6fo ' I _ r �4 �4 /4 4 - c,, - I I 2 ao to Q c9 0 Z + �t i ' c� j _ I I o Ct C N � 8 � . 0 I in C4 d- , 3 , o r I I i } ,- o ` "� -- m To North Curb�' — .9 4- (51 1 t i 1 N tO t I I V iN c:.+� '� i j p � _. y 1 N 1 I I I _ 1 { i' ccs ,1; _ �- a I i ! ! V ! — r— p ` tin 8� , NN r 00 a N + r s,ao O MCI � � l — ! � � +' � � 15 ' �¢ �� ics- oil, i • > T t- e� _ v 40 V 50.95 Y.C."s� S8� t`r' ` 1Ecis� E �s . ub a i O N `J j y P , T�• d+ 8 + ,�, _ d- 15,49 - ': i I '^ rn 0(0°x• ; n c . I 3• _ m dI i i 1 0 Ln _ ri. _ + - - 1 I i 61 cid- , n { , ! �� 4- %9 - .i � � ? , 6� Ld d g0 O Gu •b _ c9—d C1 �} , ff , , u114 - in } 1 . I I i I��° �y 6► d1 I a I i Cl H-' I(� 3 `` { �. 1 t i jj WLAL La a v � ' 1'1�SC I I ` r G,� i } ? I 'Q I 4 1 i1'1 5 I i I V.G, J H 0 � in i O I to ; 1 tj_t 3 3 d O T- c� t o a� + _ _ 410 �Teh Gr, � � I ► O tt � , ao --- � � I 1 rt ' O � I — Ln _ ; I I n _d I CO N Sough CD — _ I i cn ! 2, a s i • 80� � ! 40 c- 40 40 i co o r Tan. Gr. I I r to I - l I o Cjtt I i t- C9 — + � O I c-� 9 > I 2 R — _ i'15 _ . . ___ .__ ____ __ -__ i __ __ __ _ __-- -_- -- _ _ _- __ l _ _ _____ _ _ o _._ - __- _ _ - - _-_ f l : i l _. ! _ - I .. 8 _ i ten '� , � -�- � � 1 1 v l I , I o5u�h Curb41 1 # 1 I I J I N � to Q I �, , c,in 11115 ; , i y 8 R At✓E RO � FILE S�ALia�3 I I i I'10R12 ; 1 ! I 1 I i I i i _ f � I , 1 I . VE1�T , l •4 i l I _, I I l 1 � l i viRT� I"t4` 1_ 1 - A 1 14 _ _ l _ l 1 1 l - - - _ l_ j 1 �- s _1 _ _ _ - _ 1 _ _ __ _ -- _ _�_ 1- 1- re PLAN SCALE CUR>3 ltTN. AATa �c CURD RTN DATA Cum m.DrA l =4b 4• 'X�°01' Z2" SEE SHEET 2 d e gee SHEET ! 0.90° � pL AN 01 A Li s Cut �=90 Z 111 'x` : 15' 15� Kilo '^ � -$ N 10 I 33 33 R 20 3 � a �_ L° 31.42 me I' 22' J w` d, L�3141 1` 18` I�' 11' _ L•31,41 �. Q �n �' T:1.0:01 r-11-- c c2 13 -.a# 11 01 I r r' o� - a u=r 1 �t Ifi I F- din A d' �� -� ui I� C) c' -; E 920 = I I N SEE PLAN T LEFT v 40 �, -f `" `' ;► r I I II CURVE 0ATA J}40,50 fit, MATCH LINE c CURVE a G � � > X fi in am 13°33' 24 1 Q Zi °90e # v $- =a w ec (I c G e .• , G ,r- o-r I ( I) IL R •50 Ls PLO,SG R,C• Z• '`�^,�� +' R R=10 Lr-31.41 -+= + d `dip _T G w -40 '-� G� �' i I jl�o,1',� Cb R= G2 Lle 25,49 °° Cb R° 3'L L=5011 < < Q O +at o _d► •a .v 6N vt- v a vU - I �a 26 u a. vv � . I� WE E,C• � - a y :r Ro - ; - z 5 'A,1#6 - HOLLY OAK 0k - TAVS00 ''\\ o Ip CURVE DATA v � � ^• a" �= 131°06' 48" N � y� _ - _ _ L I G1,51 d s ►'�'o^� Cb R- 58 L° 158,80X9 L rT v c) I I� a' •. ' : `� III o,� �. 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No. 12:5 5' 11,5 6, ' 4' 1.5' COUNTY N E TRACT NO, 1'55 San N. PARK pveNUE / / �OGBP .tT/. 1ec_�1o1Z 0.5� 0,11' . 033 � ktMe7NP ,CALIF� e,+4 X23-+5�5 ' � --� ?�'�'�-�2�'���� ROAD DEPARTMFNT LAP 114":I' LEV6� llt� SLM M4"�1 ) ' STREET IMPROVEMENT Pl.AP1 --- DEI IGNEO BY DRAWN BY CNECKEn BY APPROVED BY ROAD N0. Cons: PC.C, S+dewalk �. ,. s N O L LY C�A KDRIVE per Sid, � IC°�Type"�" Cons+,o.zo'A,c,pBVemOm; h COr1S�, p�C•C,gIGE�i k �j} � t•G• FILE: N0. Cc�n �, P.C.C. per Sid• IAS�TyPe `6" CM;. Curti � � Kc.>c• 05 SUBMITTED er—lJ._� c.o.E. ASST. COUNTY ENGR. ROADS DATE Qu4er per S4 lo115 TYPICAL SECTIAN Cons}. PCC,Curb MANfJARIN ARIVE Dw - RECOMMENDEG!APPROVED BY P Qu++er per 5�d, + ll5 li�c� 7.� AAY> ` S(t+K HOLLY OAK DRIVE � MARK REVISIONS APPR DATE ASST. ROAD COMMISSION ENGR. DATE COUNTY ENGINEER TE SHEET 4 of ,