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HomeMy WebLinkAbout791 BENCHMARK" I�X•Tor OF GURB }- O x COUNTY Ota' LEFT co r iA 'v o o !°ICOp TOIL OP GUtZ� 6� d-V`� �9 o V V �X. TOp Q, SURVEYOR BRASS DISK ON CENTERLINE } ± c•w• + ,-- �¢$' L.I%FT �' + x� + � - a �X. Top o� ,�. X `� cA O �. + . � I°ROF TOP OF' GUK15 m � X /OF ou?,D o , o ��'0 V o m dj iSlv1�1 0 d1 N GUR6 413 L.F-FT + v1 46 Ll;l!T TURNER AVE., 7.58 SO. OF CENTERLINE FOOT- (o.s�/^}- - -� o I 0 � O � / 0 I '� + Al 46' LFI:T- � � N C 1 0 HILL BLVD. -- -�--- 0.57/0 0 `� •• - cv � N _� � 2 2L O%� v r ll ELEV. = 1207.99 BM HVC #10 -� - ` PER C.E.F.B. 4014-229 IL � fix. IB" N p O I1 m . C4 a 5X/ST/NG PA YEMENI �'� M p o J `'. , . ; U) ¢ o o + J o J N -] O 0 � � N ` - t` O ri NCt 1 o I ' 'I C0 N ST. + Q I N a.c. N N O caJ I\ o\eo I,r I I-ANKWAY-, i `; Icr N NGO 5T. �. 1 /ZDD /200 + t I GoysT JT. ,�� r GONG. 6Y A EX/S T//I/G PA I/EMENT (00.5)- I-- - , N ------ ` &PI U T!✓D r50L I L, L SCiQL�.S N M N O - ----_ - _--- ----_ __ O \ I 6 8 /y TYI° ---- V /f 6x 6-10/14 /:- \• I avrr�. HDR/Z / -40 \, ��. N N N N `� o d o o , 1/E/CTU 102 o '1 WELDED WI G.M.p ra. ko ko Q m ,� EX/ST/NG PAVEMENT PROF/L E 20' .S D. o� - / `� ►� /200 N N - - �N N I N N O O 5 o O d �. �• 50 V.G. N O ) N N N O , I I _._` -_-_ _____- - _ � ice. � � N N � O o � � �• � / \ O tx.A. ---- \ lfl V ®® �r _ iS( N N OLA O (oil)' N � EXIST/NG EDG� 0� Pfl(/FM�NT PROF/L E 25 ' SD. a� �0 `' � � (3ty to � � � /2 OD /200 � o \J o,. ° o 2.� ' PROPDSEO TDP OF }`i4 ,� N ° oIo (09`� lix. (ind. I 200 1/C.- --- • _ �¢% � -- - ---- -- CU/4B 47' � 16HT 3 r2 , > FUTURE 7-OP OF CURB v U) O Ir M 044°JO �,r/!jT Q ! � V �; ; (20/ (974) /0 t3 d/�c) , (Ct. 8 r•e� CURB ! I �4 14 v - 0.54 57,0 o- S RETURN Itl_a�4 414 �`14c M , M D� aq ��i U Q N Z14vr\ivrwAy rNonLr-_. �} Q N N N M O Straight. Grade TDP Of EX.CURB at c n c\ tl� N o N n p W o p 48 'So. o f rn cn N o �' o + O N V . 111 p o NDN oma, N N N o t� q, \ PORT/ON oi` ZDD' VC. \ [%X. IS n N N U N �p y � G.M•p � , } \ � � � 0 /ZDD PI=/20238 5 /200 s 05.53 T.C1. cn/h 1205.55 T.G. /04.a6 it 6nq CONST�UCT/ON 1 _D T S' QUQ�//''EST//y1ATE -`DOT///LL LYo. �Mr c 04.5511; / Encroachment Permit is required from Caltrans prior to doing Local Depression_ � _ J CONST• oC.C. CU2B 10 GUITER TYPE AZ-0 PER CALT�CAA S Per Galtrane Std. ; t � i"G� any work within the State highway right of way. j, �E/�0 vE is7c/udts reach across driveway. i ❑ � STI7. PLAN N8-A 250 L.F °-76 oCATCH 15A9IN �, y g y 2❑- RELOCATE D2 --CONST. 3 "A.C. PAf�EME/VT�(D"CLASSIIA.& 71360 S.F. -- All �+ork within the hi wa ri ht of wa shall be to State DETA I L standards. ❑3 - PRO TELT sta. 165�•34.d1 i CON T. 1/A/P AB E /CKNE S A.C. OvE�IA 00 S.F. - - - Structural section -indicated for highway is for estimating only. s 3 S / L TN S Y 8 7 r g y g ' ' .gee a/so hofe at . Actual section to be determined after grading and appropriate /ower /e�'f re- N 1, I =-- - - t_ • lab tests. ATI of 10.0 should be used in the design of the s7reet /,ght, Stoo �CD/VST. PC.C. S/OEIiVALK PEEP C/TY S'Td PLA/V 30�. /, 430 S.F. `v I ' highway section. _ Sigh street n= 0� sr/an�e sign. SQ-CDNSt PC.C. Pel 1/1FWAY CASE A PE/P CAGT�PANS u Gatch basin Type 05 PEIvt<>;ESION ONLY g r I,/w m Per Caltrans Std. n-72 20 - - Ig STD. /VB-A 0 LA/VOS'LAPE PLAN FDIC ,dEC0,2AT/l/E C_ 16 420 S.F. i I , , �, -CONST. /PE/NFD,PCEt7 CD/1/C/PETE BDi1' CUI 1/EfPT PEC I I& C.b*1P 14ga.) @ I .� x t. j '^ t 1% non. Ke uo'n- C, c SHEETS ,5 4. . 40 L.F. �to Turner Ave. Sta. v v ' tinuation and dis os 7 ---CONST. BARR/E�P A�'C�POSS' S/OEWAL K ,5rNV PER C/TY 57' 404 f C Ea. � al Shown on On-S,te `n • O D TH / L L �.�tote H/ h wa ��01 L ; n'v 8 Const. Oraino'ge Kaci/ivies .e'er lJefoil Hereon. bee - o a • ti - Lrnp. !'fans dor I°cl. 1, I s - �- i I '+' ' Upper Right /9L17 S.F. t?M.#7091, i?M682/1t +j x� ��' i ,Iv o j���=<.�� 23 u1'4 s O /3 '--CONST. GtN�G-LCL/A//C /PA/1r1P /NTEC',PAL 61//Tf� S/DE!/1/ALK �-�'- r� OM, I i �Io► E"P ALTRANS S'TD 8 ,g +9 d d O� { _ M v/ - CASE ERC /V ! N . 1 Ea. (area /hci� e /h 4 _ 0 c - : I I N L . Q� °2"Water,X - I v r I C17 �p O +� I , , I t� r /` �I. I X. x-_,._: x • ICISer t , 1 ^ 45 Install 16000E �drve� I J '' II�rivG� ('Drive) l tJ �FH}; (lwive1 i � - - - - --- + . _-. -- `` ' -. �-:_�_..__ l`. _ �Diive/ l I (arivej I \ I I nph m � Sl -v- - I� HPSV St. Light 0 7�-- 1- - r- i S:3n - __. -sem,,.- r, 1 �-l 1 1 I - Install 6"A G. Dike - _ - W--...� -,--rT - to Stea/ U/afer --- -- ---- - - -- 3 (C. G.) el.M.H•� -� her Gity Std �I 16 (0 79 5.4.9) TG_ �% J per. � .- /' 17 Install T e L �3ea� J1 /58fB2.Z4FODTH/LL BL V!7 I q I G� 1q. EFGECTO� PA1?O".S PEI' }, N ,� - 1-- /. /_ _. `r'./- -- ____ �1 1 -_ . - l �, � __. b� o� (0 .06) T.G. co ) .c / - ' �=-- Co�t.Bt) t-L. � 5 + � 19 (0.4. >36) Tc. Type "6,"(k?ea.) and "N' / i i -- + MST12IP/NG PLAN ON SHT. 2 1 \ s -- - r` 1 -�--�- i w W57 51gt1 If'ost Per t. (og.3oL. l TURNER AVE. N ;� I � I �. � � a _ � 1-L. Glty Std. 406 0 { (/ovb/e-ye!/ocv trafi'�c r�,�a,aN stripe) OiDe �1y� -' 3 Const. Comm. DriYeL�c2t� Per 8 I �C9 1!00 - ! 2 o n �, 4 'p s !c n ' y r ,..�.-. -.-_N C!9 .7� ��__L_._�._..._3_ .._-f . _ _ _ .-.. ..-..... --+-.-.....__.._. ...._.._..._ ._.-_ .- ...__�...__-___...-.-.�_- �__....._. / _ ..---i- \ 7 °. I� N _ r• Cc/ t OV'7f� �S .std 3 !doe stri e) --+-.-..-y - y per �tvlty td *I GonSt. 0.162' A.0. over 0-B31 A.D. or 0.� 3 A.09 W- 1 e 4 G o v Y native ` , II I /,yht on/� ane tr3nsw,ss,o+ wrrr.:�❑ ' �� ° vC �•�J \ f �� �, 3 i'high co;,,.wo/%Ll!ja. ©R6G•�C.9TE Sv�EET G/!.1/T ONP.9�2CE�G 2 Tq oGF�BBBq `a _ - --- m _ iBlr / r - -- - ro 3�'47.45 G � . if r�ivl _..-f,0f'110 t y 1 /if�=� 5c 1:. OEF TA I L �q� _- 9 --- - _ _:;I "& -I 1 1 (/Z �p c9 ''' 16 5:i r4�_--- - i L Cj r emove I YOG. Yd (1Jg� t Jv,i :.i< - I c i *_ r :C : c .� 2 _ /reef na.+1c-si �' ° 2 �� V� _--- -- - - (Sus JcC7 '7"O F`tJIZHEIZ 9l'YVL H 11F.1Z�.0 J Zb3} Dc� C - / �f .-_�.. -- :�,1 I 2 1� o _ �I , t - ; o oy II 2 1� v D�• y• �'° _ 4t Z/JSTd/� �OS L. �` c.. ,I �l e. A 1 / �' -"� �! /Y 9 u. G�,.0 Std. tG�+3q.�e I 11 8¢ I Q O O ° O / F ``�- - ! oy� �yP I F / X021 /D m_ax.,� ;i Nerr,ove l°rop. s`�. Gike@N'I c,i4e th1 G �.: 1 1D O ;;s 0 „ h� �% 1 - - - � o -- _. -- _ __. -- - - / <----'r 2 J avt.in t9P Sec .L'n lu x.18",-er K Yy1 GK .. --_ -- - -- - - __NEI --- - 1 r_ pK wfQ(.lb 53A G f' N 3 .In51. U73 -L ❑ .i��/�'�_ � � / (I N _.� -�- ;10 l l � ,_ _ __ _ __ -- `. . _ �_ �jIN , l'r J + --__ .. _ _�_...._-..__r ._.._ _..... .._.__ �`� F- - -- Fxtend 4G to 5ta. 165+72 Vike to 9ta. 167+00 Remove G.t3. c4 Stee/ IWBter) PG, ax. loc. , t �� .; . � _ _ n P� -- retail/profile, r Al .NLY aide I^thill G -'f�a's�"1 (I y l�j'1/ ,\ �(�V - J '!o)I �2 d C w c. o;l/ars P' g 8' G Gonsf Gdfeh sin r I 2 / 3 _ 9 -� �, I ( I 5 C,a/ Trolls 5 d 073 Add tJrive t'J' { `' Dom \ _��j�� 04 310.73 1 =� 1 � z ^I � 2/ �4 15 -� ,n] o» 3*3' co�+c. t��SCS E0 \ P \ ,i x/99.4 1 ,l . 2=1 �,, i.-- . h, �tj 1 i a M. / v „� _..._ T 3 04 o 2 , 3 i 9 u i = I NI �' r '7 " "ti' ti cone wall!;) G- DESCRIPTION OF REVISION DATE APP. n1l � dL SEE DRIVEWAY �p 't0 ; s -{] / Pf?OE/LE H�R�ON 3 6� CITY OF RANCHO C U C A M O N G A r -� la � V � � O � I v .i .i � i N( ❑ ❑ ,�Q �� V b3: 31IN '° 9 a "V T .STREET /MPRD VE/YIENT PIANS FDR cq:cp J �' \' [3k oP /loi9 .$Oc' d B w y ft ,� c Ats / RB ''' de 10 II / `loin new Pave:wer,t 2 �oF N 17 c)% -� i9i X 8 O T - �Il411,�� w -- -- ------ _- � 1 h \ r II i I 05.55 T.G. 6\�,� + > O � D 1/ /` L 9OULEVAKV V. 3i 2 ❑ PROTECT 1�YA76-e L IA16 rj % �I ' OUS __ -- -- ��8 �I E 05.43 T.C. � � -v ORELOC,dTE 57- -7- 0 0 WHEN Pr✓LL1N(3 T,PECS ' y�� UFp�1;► ttlGhlj a X20 /DeatioH var/eS `�I 4: I �H E/ 1°J D4.86 C.-' \ l'�o� 04.76 L• / / �!fl t Sfafe H/rgh u/ay lvlo NAME S/GN TO SrA. P v� CTI 1 -- I� I a+' '`;Z7 A 1,,49 P5R elrY �` . �-�r- � s �x rROM TU2AIER AI/�. 7'D X0(00 Fr EAST Jr-OF TURN R STD. ¢02 . II�� I �'4C / tbd gy C� a /CFTURN DATA - -- - - - - - _ [2 /PEC.00ATE STREET lh�l - - -L- 4S ---.. ---- _-. -_... _- --- - -- - -- - . t o - . - . --- LI 89 42 - 1 G/INT TO STA. /59t 3.5 8 ' --� Z ��. f m . �'� APPROVED BY DATE _ �s11 �°� �� �� U' CITY ENGINEER R.CE L - 5 4.S D ZO'-�' _ 2 00 �� T.T7- ( �° , -C o -� 49 AT SDUT,t/ E17GE - 35. DD, I - - - - ��- % 3„ ��- /// y• w rn J 9�E CATG N ( �, D m I u DF S/DElNAG K. r / , - - .� � `''-- -.� 4•/ � �•,�� I Iv n a ,.0 v- DESIGN RECOMMENDED T =' 3� 82 �x �;,�\° . _2•/• I Ex,sr 2.Qo°]' $ l�A��IN DETAIL � G b.20 �, �- oz JACK P. NORRIS, RCE s,bs. fo� ❑ G \c. �/� y P /N NT' -'�`� I` ! I 0� �� 'A { K + `-f �r4 Civil Engineering & land Surveying 2 IPE OCATE STOP end.-' F . �.�, / - AVE F � q � � Gor,�t .Notes Tont.� H�1��oN � �.�' ,,,.b. a --- 9 9 C� � ��i;���•;r,,T N� I �` y �/A / XPi ,9 I f ! - �_. __.-.._ ._ �yl o II 1 7662 IRVINE BLVD. SUITE 7 S/GN Td LQC.4T/ON , �°' 6,10 `� ` o`' i R I I -19,w NEAR l3C.e.. AS �I 2°i,- \. ; °;> KI✓Vv 2� Install ourb outlet per Gity Std. 506 + I y Il SHOWN NE,CEON. DRAWN TUSTIN, CALIF. 92680 SHEET 19 EX/ST. EP °6 24 t�emove grate, blank off notch basin �' I � _ / >�_ .K�1 (714) 130-6at0 o>= opening wl Via" ohecker plate. - r: o� 1 fY/ Wy,�' T/t /1/ ,9 s A _ - nAYI_�6I� - - CHECKED cRa�vwj No. _----- - LDOK/NG EAST TI== /O ✓ NO C GE 0NI V�WAY b�TAI L E/Z/83 y/ 31-01 >a i Lu _ CIS _ N LLJ n_ o' FOc� T H/ L L gD ULVA IF Z2 91111 PAMERe"I a W . 1200- 'too (davblt�E//ou, 71 AMOIl an stripe) rFA10T l2"WAITE PAINT t{." IJl`1tTE SOLtp EDGE STRIPE T — g/SLF � �' STOP DAR F Zij \H % `' 4. S"S 1 32 -I/PAIor°SToP" fi2 EXLsr. 5p L49/2't m , STOP F ' EAS T O 1 M �ei7 E tIJSTJ�LL S TYPE G-1 DELtNEP.ToRS ® g"► o�G. O C . E.P. !I�sTA�ICE R�R STOP SIGN AINT SIQCmL.E 4" YELLOW SOLIp STRIPE VAR/Es Q ti Cl V ti�� P via IN 44 d' % m v �i0 �I M � '� � � � �• � � �. f�yNNNo � oNN ,.93 ) N V N N N N .�T�/P/NG PL AN FOR F"DO TH/L L BL VP v ��=� f N GI/ Z4 . t: 5.010% - - � z2'E s G f e N� o 'teFex &11767e ; V �� W �NNN � � oa NN V N C1G (5 12 EASTOF� k- M �M q \ N TDP OF EX. CORS /U�Gf1 TDs DFC/Ii�B 1\�p�GI����.�� S EAST OF 3Z EA r of o o �\ 0 /,244 �. /20D ��J \\ \\°� \� 0 0 T /50� V.C. ------------- 1510 -- 3'------ 1 ; � N �_ 5 P.I. -//98.57 A ' -•O''"! � o G _ - •lHD,e/Z /"-40' I� A PfTDF�L E CoNT�OL I z H CAL 6V44rED 9A 560 oN /2'C.F ° !I DSC'/lleWAY P, AIG Ce /1V5rROe7le W r45S p4NT/TY ESTI,VArC 7-PeNErAYE CONST. 11AR/ABLE TH/C,�iVES S A.C.. 0!/E�L Ar . � 2,920 6F � CO/VST. P. C.C. S/DEWAG K PER C/TY 97- P4 ANS 3/0.0 311 '114(o5 S. & NOTES .5'E� ;SHT CONST. RE1NFoec5o CONCRETE BOX CUL V,5RT PSR SHEETS 3 ¢ / / L.F sr4. 2�s9 N / - REMD 1/E "D9 -CW97 P.C.C. CVR9 6'UTIEiP AL/Z"//2"CUiPB FACE)PE� CITY97-i PLAN 303 . /5'-5 L.F. exe�4t repcheS across 2 — RELOCATE a_ /D CONST. A.C. A.B. PAVEMENT. H 4890 S.F 3 — PROTECT / 4 // ON,ST, P.C.C. P,011/EWAY P5R C/TY 9 rO 3Dlo, NODIF150 A.4 .5'HD GI/N EREDN, �10 L- 4NI,S'CAP5 PLAN FOR PEC MAT/YE DES'/G/V . . . . . . (o5Q 5 F. �"e/odes vier I 8, @Z,�—CONl P.C.C. PALL EY GUTTER PER DETA/L HE�PED/V . . . 194 L.F. ( 9 > 47 25' /4 CONST. UNDEiP- /DEWAL�-D�PA�/N PER C/TY .4TD. 507, yi/ITHQUT 04NHOL� -� HE/GHT OF 5! r INS'IC 5= 8%¢ FDR ENT/SPE L ENG TH. . . . . . . . . v e s /z 90-7-Z f� DETAILIL ' 48' 4ef' , TURNER A Vf N Uf 2 FEATHER 32 /2 PAVEM-r-Nr Ac-movwC NOTE. v(C. aJ 2�, --I 2° vfl�/ES , 44,014f 1144 iPEM0144L L INC W 5R,09/,V- ACTUAL REMOVAL V p� MAY BE L ESS /F F/EL t� L/�Lf/TONL Y /0 Q� CONa/T/dNS PEiPM/T 3 SEE fYP/CAL SECT/DN ;�� � � � � - ,,M° CSJ 0 /��✓l/ST 17I &,06.09 TC �� b af��e ( 1 915e7- /.Z�4¢ ' � 6�MAOC /F ) e"cF 15-0-7-4. 5 I TU�PNERAyE. ,� �'( /0 StPG/ 1'Yafer NJ9��l �I 0•/0 CAP ---�r=== -= g °`� ° }iQ NECESSARY 3 -� nm U/a r► N �' Sto si rr fra c 9-rr,'c2se a N.O OTOD 1/f/ 9 io 10 lD �� 12 iz /0 N (M.H.) — 1d"1/CPSewer 3' dv7`fer� I (//94.G2�f� //9497)4 � � 1 N •M �a —(Cot?--. Ghanne/s� T- 6x e&lveeol �Conc.Charrne/) - � �-�- 1(11!94!9 � � — = 3 - _ .. _ - SEC // 94 � - 0� — - ----- -- — — a G - - -- — -- - - - - - - - - - -- res G s) _ - ¢"$feel Weser-Aba�orred'=1r. 1 - �/ '�. t 's / G � * l4 /5 v, V1 4 �� -Tz" euc. 9 r ,>,Pry�F+�Ei� ti,:.�,,F i. �; ,�_yF, fir, t 4,; r'� I (s' s;dewa/k) 14 = i 4 9 / of �'ac s, ,� QP //�75 fo 12128 �11lSIGtJ t F j n scut ►+ C4= [ ��� ? 1a 1012E lIt{�' I I I i I r �. h,'yh b/o c V ' 1 Q DESCRIPTION OF REVISION DATE APP. 4 V — --- SEESHEET3 v(J 4„fined. 2 ��S(Y'� T r I ore5s.Ga s ti 7' 4� �. ► oma rap Co o I I ' W W z �► `� 14- TYP/CAL No sc'ALE CITY OF RANCH-0 C U C A M O N G A � III Q L,00,I NORTH .. � II Ocl LTJ �� � N N ' � v�a �, - .. .,.. , ,. r. I I O Oa 4� STREET /MPRD V �' NEW B” VCP SEt-tiER- PLAN FDR LA - 32 SEE SEWER P N i I)I stogy ) , N T U�NE� A !/ENU�' CURB RETURN DATA o Q q W /2 It 2°l0 2 L 5g 00' I I 3�jstuns ) 43' •�5 --- ONSITE INIoAl4fE/t/T3 o W R= 35.00' Go' O' u' FROi11 FDOTf//GL BL I/d TD 3(05 FT. SDUTH of�DOTf+/LL SEE G,CAD/NS PLAN Q T- 31f. OZ' /2O' 0./O CAP ff FEATh'E�P Z �-- 4- R�W APPROVED BY DATE 7-6'd� 1Q i AAA CITY ENGINEER R.CE NQ23999 DESIGN JACK P. NORRIS, RCE ' COMMENDED. civic&Vneefhg&Lone&xveyl En;;neGrin�_ ' V loo DRAWN 17662 IRVINE BLVD. . SUITE SHEET TUSTQP 12 K (714) 730-6410 OF 4 _ 10 44:t -1-o 11475 cHEc►cEo � ,c CRAWwc No. • RCE /5'446 L/2, 83 791 J./(/. 3/-0/