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HomeMy WebLinkAbout445 HILLSIDE AStrucfuro/ Section rePirernents added 6-8- 70 SU6,011115/0N IMPROVEMENT PLANS Fufurr Approved B ev D Zo• S.B. Co o F y TRACT NO. 7/8/ Al?erl5ed curb only on k/ilson Ave 0 Carnelian St 6I S0 j Approved ey -�-� � ��'-�'��� SUBMITTED FOR 4PPR011AL BY 3 ADDED GU(,-pE-•SAG oN SHT. 40F 5 PER a�rwED oA ANOREASEN ENGINEER//1/G CO. 1"- 400' ��� TZACT NO, 14.207 E3Y .MAPCO -7/1 f 99 � G. ao 3 Continuous ?p/ ��00F �Q --� R,C.E,1/363 — Const 6"PC.C. B/oe o 'mor• Go 100'Droinoge Eostmrnt ® OY MA p�•rAL1T LN. k ftll Const Compacted Earth Dike — �. y� o '� 5U�EH_A Y Approved B Checked Dole N 3 C/evr 2 a' See Sheet 2 _ # _ . �b `p� •• •• Sheet 5 4 5AN 86KMAFZDiQ0j CA 92408 Son Bernordir7o County Rood Commissioner _ 3 /6 ac fi��cpir H.�f! SECTION A-A W Exist •�C. eye,- Pe**C. .� I '= ' grout a W) �-y gr MUSrA G R Curb �fn. i 2 32 Gum Q L" 44 lkpufy Dote X0-69 N Q ° W RE N D TUTTI-E R C 3071 pAYE i v Q=89 Q550 /5 I 1G" '� � - /•• "5heef 2• eet 3• Ra2D' S' No / a{ #3 s Sheets w/Lsov AVE, L=3/33 v \3 — Exist PC.C. curb � � T� /9.92' m � a SeG� �� � ,�� GENERAL NOTES W ,�Gt INDEX MAP tri p God r , r"� � /. All work shall be done in accordance with these plans and the 1966 �a1�• �(��� ^ Q aQN�G�• ,�fv 'l' `' �` � Standard Specifications of the County of San Bernardino. PCC. BLOCK wA L L Q Const 100 / ' 6"pcc. mock 5�ae o e��� Q 2 C,• j. , `,� DE TA /L H pwll z high Per def4i/ �� G '� 4 `�. Q G . tit Bench Mark nafa: Chiz. care - East curb bier 1 St. 6 North oP South -- � � ��J �Jt � -�i � PG b2 Q y�. ,� �� a,f;�. 31, La►'s � tract l3dry, Tract No. 63� - Elev. 1719, 140AA 601, Q4 AML_ ' y .70 Rei Fps C10Fpe. 3. Street markers per San Sernardino County Std. 303 and 303H shall /"=40' �� b Future curb /in _ - be constructed at each intersection. Const P.CC, cross- 6. 3 a o qvf er,oer SfV /I9 Zh ti's 4. All i e !Ines or substructures of an kind and tele hone or ower _ Insta//h%2iR _ . �P water meters valves hydrants, etc. shown or not shown on ,SCA I r I , _ poles, > �! • 0 _ Pc. . _�- r.PNSB66Y —Y;'CcP these plans withrn the limits of this suhdivision or in adjacent areas �i2" where improvement work is to be done shall be removed or relocated as p` a� �� Exist, urr ti i. �, insta//f�V-60R– required 4t no cost to the San Bernardino County Road Department. �1 ti1,1 c,S�;h ti p� h `/4�, p'� . ''' ti ti gj TP. ti5B67 L�' C�4RNEL/AIV ti Exist A.C, Pod oyer P.C,C. Povcmenl ti ���,�? STREET �' S. Compaction tests of embankment construction trench backfill, and tit all subgrades shall be performed at no cost to San Bernardino County; fx�st. PC. r4 curb• �" Const /4 1,f.8",4.C. Oike and a written report shall be submitteda Aon 4 6 — wisi n of the Count Road Department for approval, he D air cts 4^''ninr'stration ' D o y R d p pp , prior to placement v Round Edge �titi Sdye PC.C.,00vemenf �� \ of base materials and�or surfacing. . - • - •Extsf 0.7 P.C.C, refnh7h7 neo// gE' pk2 0 0 6. When curb depression are provided for driveways, complete driveway / \g Q �, construction will be required in accordance with County Road Iepartment •,�,or r; r' � •� • 33' 33' C � � o , f Standard' Drawing No. 128 and related specifications. . :D, Batter•4-/P ••, r �; Finished Surface t�� i2' io 6s' a' s• Q�' ��� o a © � --Af-the- c•ornpletion of rough grading, a mattrials report and the - r e ' ,� ' e ' U /. r ern ,• o - �, , ���•�io �, �c proposed structural sect/on shall be submitted by the tract englnet ' ` •f -/v the Subdivision Section of the San Bernardino County Road Q! - � Const PC,C' 8/oc,t MO// per (� Department for review end evaluation. Approval will be granted whew e' fxi5t y -Vefai/ {torn /_X /4-•59 hail structural seotron requirements have been met . a -curb •.1' �° 6. A Permit from the San Bernardino County Road Dept will be ' Levu tare ra I1 required prior to the beginning of any work or construction wrth/n n - -- _ Future PC.C. Sio4wo/k the County of San Bernardino streets or easements. �— ... DETAIL 1894 fxlst. AC Pvd �_--- �— •--� --� �J • Future Curb! /B"Culler fl P. C.C. CURB ONLY c " Baa $31 over PCC.Pavement Future �9 C. Pavement / TYP/CAL SEC�ION f W 1C L_ yl CA RNEL/AN STRUT y 18701° sae Id /7 / S9Zo h•�1 PROFILE SCALES ?(v2 r 3g� y�• Opp Norl3 : o t�$• y�`1 ��• oo ti tart . I 4 ,r, �,,v. Top Future Fosf Curb p1 t Top o 5 Curb ! o > o Z-!" kl To Future East Curb �� Exist E ty - .e� A•� � v Easf � b w 70 f Feb. 199 --� odd v t Qg - k v Fosf `� D Ton FUh1re o \ 1 . 49 $ o W fast curb 096,0 Top Future East curb 0 jAr 5 X65 (ko Future Eost curb (43- 1970 8 D 1 h 12 l3 h• - _ _ 5 _ _ _ _ . /8/0 t6t� o l - T Z rod exist 6 V �g, Exist FS Q {� EXisf �`PS t� 1YMr t ly v h M Exls G FS, c t2 L b 1810Q W O } _ /B/0 CARNELIAN STREET } r. TRACT NO. 7181 SUBDI V/S/ON 1MPR0 YEMEN T PL ANS 7R44 CT NO. 7/N 54y8MI T TED FOR APPROXAL 8Y ANDI?EASEN ENG/NEER/NO CO. • �- R.C,E. //363 0 ' Curb "ell-7, ,4pproveol By Checked '0016, See 5heel 1 J= 90°45'50" I s 4o' Curb Rtn. San Bernordino Cowly ko' ool Coim/rissloner G �!3r 33 R=20' \ d= 77°22'47" ty L= 3 33 ' R=20 h�QQ' �a��� sPe O� ���h G�Pufy Dofe 6-1b-69 2 T= /9.92 \ T= J6.02� o� Q\ h ,?, SSP Curb Rfn. d a \ L - 27.01 °S �X ta' .Sheet o. 2 o f 5 .5•hee>S v 3 o d =108'43'22" � t s �� L R-20' t 4 � ani v ��e �'' �'• T= 2760' c / �� o� / tructuro/ sect/0n re uirements odded 6-B- 70 W •� � oyh � / c� - ���h, S�Q o\� tpG� L- 3795' aey� $��Co � °Q e} � � o I V� //� , ti,•� / �° 4' Dc ` � k � � �� � A r ved 8y 14 94 f x 22 20 /t it kn I Q' /�P a d 3a y �' ©Revi5ed Cur on Al//Sor.7.4vP Cornellav -! 1t o Ya I y�. r g �G � ,.._ �' Approved BJ O o, coL Q t• v, I �y t�1 �� y:• Cons! 3/9 Lin.Pt Const 4G6 LO. F 6' 8/ock No/hoer SAd *3o! - �� 0 /3h 6'Block Wo&per Std x`301 h _ --=_ - A MON EH/ L/lACCESS Zh. NON VEH/CUL ,9 CCESS _ —- �� 0�J��o Trees �' { Const. Pavement per Typical Sectiones 1�Y/L SON 'Const, SidewAl,E pe Std_# 302 : ll AVENUE lyB yam" _ .._ -- - Const, 8 AC. Dike _ 9 Future curb /i17e �� Q, QQ' 44 off, Steel Oi/ Storage Tank >X10 ' 32' � on P. C.C. base 0 -4 )2' 12' 12' 111 I , 6.0' ' L5 P 33' o aid CYode rnox. // ocA 010 �1 eS/oP� LBmel 0A t• 301 5+dei° �8�� • °� � Cons 5k6 P� 0 7 �b �' �e�'e 8" .\j.6 I � ec t �p9 �� curb All c Qo ons p11 P COBS 'std, ons} Q e f 50 azo A Q P.C. 516. pe C } � 9 5{• PC' TYP/CAL SECTION coy' WIL SON AVENUE 9ENCI-I MARII Ch i3. square Eas f curb Eery/ Sf 6' v °/a ales air /¢ o o 27•of Nor f/7 of .South 71-c Bo'r . Tract6'3/3 al4 �/4F014 /l4�' J W o Q 37.95' E/ev 1719.Ad ' v 0 6 � d/4 b/a a/4 'l4 T _/0 o 0 \ PROFILE SCALES o a tAJ o ti °j o �+ Hoy%3, /"-.r10' m a ; o o ao �� ti ti ti O VCr f. /"s.G' Ili kri to �i �n tq N cv ` O O O O � � <l• O t� c0 j O 1825 North �' ° Q m m North ' 0 0 � in e f'� °O o IrS ; ho 00 t4 tki Top North curb 3oa� o � 0 0 0 0 o ti o ;Top North curb �o 41 m 1825 M (; O cv 9 i 0 BO" v.C, v \ EXJSf 50' pfc. Eit'iSf Q ,�EXisf /790 - oti o Future t /c S. Future i,,`s 00o � ti tp Q Top Future South curb 'gyp fuftire South curb Ton future South Curb _ -_ /790 FrJfure SOUfh �' 3 90 o O �0411 3.p0/ ' � a Future Sov>`h k' o 0 0 future 5oufh � O /790 !1//L SON A VE. 7 TRACT NO. 7181 • �. � t 2 8 -V Q5'trucfuro/ secf�on requirements added 6-LI- 70 SU8DI1115I0N IMPROVEiMIENT PLANS 0 Approved By c v o ;rRAcr NO. 71el SUB/Yll TIED FOR APPROtl BY ANDREASEIV E/V611VEE'RIM6 CO. Approved By Checked Dole Son Bernordino Cour/y Rood CoMMIS99 over hs 40, i 'Oepuly Odle /0-6 9 10 �a• 5t4 No. 3 of 5 Sheets 20 /9 18 �0 �b 17 16 .c - 5� 100L Q�G Get �' ro S•8 G. Variable Slope\ � p i Ke mend' i per Std. *so ( 8" A c.Paye �gil ,- .-�.: - - ---,-e.;: v AC L A R C C SS • .Cons} Drain Remove f�urf rw,5 © 9 ..5Ge �� R ht I ` ove�nen per Typico Section - , Z 1 2 I /•i Max. --_ N/L SON `� _ B„ r ars-16 "A.C. Oike AVENUE - -- - _ �-�— •o: o SouTher/y Troc/ Line 3 •A.C. Pavement PCC S/o'ew, o d2 Remove exisl Aec. el*h �orr�oo 8'•P,CC. Curb �� t. � �•� 3�g 60 SECT/ON �4-�I /8 Gutter �9'•�2 I 8 A.C. Dike Sca/e:/"=I.5' � 1�' r 3 WILSON °i 6"A.C.f`b mend �a t P�Sta I \ �, AVENUE P r Ilk gAC. Dike �a,o� Q 6",4 C.Oike01 t 3Z' 15 DRAINAGE DETAIL Exist. 6roufeo'Rock Difch2 PL AN _ Sca/e /' /5' SECT/ON 8-8 Scale:l"=15' —77 PRO ILF SCALES /1/orfh k 3Qo 1790 `^ Top North Curb 3 �� 3 /790 X40 0 � m -Z Future Future 9 FS. 3 o _. _ - . I7 5 i79o ' eXlst, rouf�d'rock ' 9 i ditch 2.S North of R Grouped tock tr[N7SI4i01J Future' Top South Curb 7 5 _ t Q 6 Fufu!`e -South �'; t f - . BENCN MARK i chi sq, m Fps/ cur' Be l Sf 6' t 17S5 . Albl-lh o{ '�bulh 7i-�'l Bdry. Tract 63/3 E/eY /7/9 Id hV/L SON AVENUE TRACT NO. 718I _ . :.'I . 5' ��� : SUBDIVISION /MPROVEMENT PLANS t I j t ' 4' ad 2I REGRA�D SLOPE SN�t-1, �E c.AND�APEp/t�R(G,4TED INDtCaT�s �ONSTRUG"rA•c• rRA �O. /�/ jTO M ATcH EX t ST"t K16 L-I�-A PI NG/(KR(GAT)0tQ AM D PAVEMEQT 5EGTICN TO M�,TGH E.X15T Ex CE C HA t iJ L.t�t IC PF'OPEt�`( � TO THE MUTUAL SaT 5 AOT Io ref Or THE M P6I�TY FEtJCE To B E Pt��D _ t- %T6 2., v�INEK AND PEVEL-OIC R 1 N PLACE • • ---- , , _ n SUBMIT TED FOR APPROVAL BY p� /•�'//��� _ Y i N I�GATES A G• OVEizIA`(© .\ 7ANDREA SEN ENGINEERING CO, Curb Rtn Curve Data 2 d= 71°22'47" N. R d = 33°16'43" R=230' L=!53.66" � I° - 40' �r7� ®EX ir',�T-. pf'1 VEWA Y TO Bt✓ Ptz01'EGT ,:::�� 14- �" 1114- R=20 N, cb,d = 40'29'28" R=218 L=154,D6 = _ °06'4 « R=200' =185.39' T• 99.96" # 11� IN RACE. ExIST-t�rvEwaY APf'RD / RCE/1363 L 27.01 It d 53 1 L 0 09 TO&E KECOKv rucTED Checked Dafe r= 16.02' 5 cb. d = 34°23'19" R-182 L = 109,24' •,:-A KAN A N :DRIVE � of 5 d.'� � Approved 13 5 R d = 27°51'19" R=170' L =82,65' ci Ut�.er P vet Sfi S n L3ernardino County Road Commissioner G ,/3 9 3 4 5 6A �+ . S�Co lad dg�alk 8 9 /0 // ,. IZ Deputy Date 6;-1"-a,? G �I N. .5 COT 5 C.C. PC. t N+ .\�, 2ccrPgfiK. m��, S eef No. 4 o f 5 Sheets �I f o s, <�'g I o ' d� p �� ; 4010. • L z Sfructuro/ sectjon re�uiremcnts odded b-6- 70 h - �det, 's6. 30ti o 1 k ', aI C'v ��°���k `/ Approved By w L T d i S \rte gk' 7 c y� __ _- �" ` V / �� AFMVED PATe I �' c' ,Co Pe © l ADDED 0 -DE-a4C PER TrAGT , \(� wl 2� ARABIAN 5*75. r8 DRIVE ,jog GRou/N_ 3 ° © #- �ti \ �' \ t ' o�' - - - - - - �- - - a uNE 5 ' ' cj NO. 14II BY MA PGO 711 j-n� f.• �' �� \ ^ r ���� i �g Z _ s 9��_'i�� 9I �6 ••Const Pavement per typical Section• 5- i0 1• A `ys o0 0° f.- w ��o a Al 5 4 ll. 8 MIAPGO 6 e 10•B Q BYs •a- - . --------'.-- -----� .: yr __---.- -- ____._._._- - --.-,..-_-_.._ ti * Oti \\ r a OS•IB -------- -----'- N ����, i,o. 2 G \%Of31. (Co4- IN NoSP►TA I TY c rJ 5U!TE I-� 05.11 / - Zl-_.--!-. i/34 59 5Ati1 SE 4.5/ ct IST 34�1 _� RP1A1Z1p►t`l�, CA X2408 \ - 1$I** s 4j � 5c-OPE � 1 � 4 fid- -.--...- .4,74 � p4 l0 ,aQ3 .o \o eYvelk Transitions 1og.. o�� , EX€STCHA►itlC� -�-' - ` - /0eo a3.s9� \ �----Cons} Std $' . v� 2 ' t F�NcE ro K r - _____x_ - 7 -t- 95 € C ficj #302 � � e r I o I '� T D c.► i ac � _ v lam'Y� � ' 03.43 ��r s e 5 I I �? � � ` , TE Q l c� I to 0 1N Pc ACE ® �I �� ? AICKEN . TLE K•GE 301 1 DA \ A ��t Qg I � 3 � I d' '' � � •r,. � o ®5EE TR. 142o`J GRADMC, W Ur.-w- �� /9 VI I 1 '� �� �o �! Go�t�T O 5 , 'SI ZGL� 1/ 0 22 21 �� e,�2 20 4 w � � \d� , `��. /4 0& $0. /3 h I ��� � K' 3 RAO F TER- / EXR 3� 0 2' x � ` Q •� �< < N � d �a �� G 5 ? /DO S B. C. D. E. �� AJC 15T, iZl21 GAPE TD BE R'.iEMO�lED. }00 0,04 \ \ 8 b 5 M Q ` I' .� ,�,, e - �, k _ V C I x �s �� + � Q O �\� �ca�� , - ti a� \ PROP S.W. 5m- N Ti: T5Pb^TO FOfr- . \ ss G C h t � 0.5 \ C'• fid• ,� I �t o ® / A W I H F.W.PW I "9� .:� r.. , V. �n oC � � 5 • e m o v s F I , cn �. d ur e a a \ F�\ "o QC• � 1 ` A. _0 -c-, �5 et 5\ xti �� _ , 4!5A _VAGE/DEuVEKY TO G1 TY. �G \ \C' mac' Curb Rtn. � 4� 1 , Qd Q CC ® o/ N. R d=23 42'52, R-230' , L= 95.l , �`\ � oQ, ��It Cpn �� 1 Curb Rtn % Q. _. __ _ �a`' N. cb,d - 30°59'40"1 R-218' 1 L=117.93' I" \ , D=!08'43' 22" G - 900 �Av \ d� R=20' Curb Ri n 0 A' tb R=20' g�' & t d = 30029;07" , R=200', L= 106,41,, T=54.50' 3Q SEE * NOTE BELOW \ rvc T-27.90' �s ZO� 0 \ L= 31.4 2' �O� S cb, d = 290 52 30 R=182 1 L= 94.90/ ESC 15T. l-AN DSG4 PE N 0TE L=37.95' �� { 5 5. k' d = 79 23 44 '1111.11 L= 87,22 ;�..���, L • 31.42 5100 A CON5TRUGTION NDTES � �;, �� Soc1THEhLY 510E OF STrzSET; , . ee tib' �� REMOVE THE FOUR t=X15T PKV!`(. f 5 2t N t 1�MOI�IG4 STD (01 TY -2 W= t9• �`" �Qti�a I�t� � Bc�HES AT THE E1JD OF TREET. ®CURVE DATA � KFMOVe AND REPLACE P VE A FMO/ PEK G ITY o ;;wic_HO GUL PE K p 2 „ ,, �' �f Z A A= 3t`3Co'22" R= 'J"�.04" L= Ao•29" T= 20.Co-t` � Co�IISTKUGT 3 AG/4 5A�E(Mttil) PAVEKAC-QTPEIZ CITY OF F�A0C"OGUGAMCJGA 5TD 100-A RC3. 3 171 PIZC�TirGT IIJ PC.AGETNE FIF`I"H BUSN ! „ _ , r 3 GOn15TIZUGT 4 WIDE SIpe7WALK , ?N� FRaM THE END, t FAT AtL PpS51B(�. . B o= 49 57 39 R- 25,00 L= 21.80 T= 1l•&5 �, Exp.t.,�t�•1t, _ ENCN MARK [lia - 600'0T�UCT 6U90 �t�TTEIZ PEI_ STD 104 TYPE A-2 MOD!FleD TO MATCH EXIST IS i G 4 = 218`31`15" F,= 25.�' lr.= 95.35` T= --- SI► L'tV l�- ��� Chrz square -East curb Beryl S/` ® D d- 20°43'13" R= 218.Oo� �= �8.84� T 3e.85� � 5AwcuT� REMOVE Ext�3ri JG StDEWAL'K AND CUtZB �GUTTCr, Amp AC. ST SEGTloN -9I j� ca.���` 6'North oP South Tract l3dry-Tract 6313 E A = OV lco'49" fZ= 182,Oo` L= 29.4-8' T= 14"7-7If � 1 N5TALL TYPE N-5 (KED ON !ZED) �IGN O!J GATE Ele v. 1719. 14 ' l- DISTAL[, W-53 (fJ07 THKU 15f e'T) SIGN AWD RST PE2 G my c Fr RANCHO GUGAMONGA STD 401 -B __,,.�_r__ �. _ _ _.�u_.� . _ v - _ _ �_ - - -- -- - _. _ _�___ ._�.0 - �� .... 4 _ - . - . 1. , _ _ . • i a : e I . , 5 . : 2 - t f f i ( i : I _ Y -4 3 - ! t T 1 : . , :' . - _ - - b - , L 78.84C�G• L 33.75 3 - XI�T. LAIl1$SCA RT GC�N'1`tNUi=� .i . , , ; . , . 0 , t IF AT TIME OF GONST UG ,10N GONTRAGT Wr CALF R T THE . R LES S . k . , _ 7 T t= E E E U5 E D © MINE NAT N iF H E D T B R ST NMA N : , Y I I - , , 4 i - - H 4 I - oriz 1 D _ _ -co E M _ , ! ; Y 1 . BE R O�(ED KE SHALL CONTACT THE . I ti , } 7 K P 311 O R R P E 1 A T o N PRIOR To t REMOVAL Y MV € ER R T5 E i € I _ { 3 YY R V er 4. a ; . , I - THE OWNER MAY THEN -TRIM/GUT BAGK i f t- tL i I - s N rV T N �N 'C >= F i G TO 5 i - 1t) C L1C R 1 of BU qo � N - 1� S F I , : i ; `: a : _ : : : : _ - t - � 154,0 k 6 r h TT C TO P l'f n A E u T SAV 1 114 - o c b � M , N W' i - - - - _ - , , i a , 1 { . ` i I . _ e < a '� - - : - : - p : i G O \ - - _ 5 1 .. .. 1 . n 2 : , , : or ; N fh i o 21 Ot V W . . O 1 t , I ; , x I a ds . Y4 9�a > . , . 1 } _ - - - ce i i 6, : �o -i C ►� an O.kt - M tl� . 67 -_ M r s er a, f b ori h C 0 N T P C /v - � mh OAU + � i - �0 w • m - , o v o h ti 0. p , /�/� . 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