Loading...
HomeMy WebLinkAbout369 3fre e f /,.i i,is -For 8/98 ore-4**-rd .St- Stt *ee+5 4 57 SUBDIVISION IMPROVEMENT PLANS V Peg FD pq rE Sheet 5 51rd ? I HILLSIDE _ ROAO TRACT NO. 6 66' av � w 5, ae&4 z SUBMITTED FOR APPROVAL BY -� /1 22 R E NGINEERING CO. ' //' 1 5 17 15' 7' .� QS, r— SAeet 5 $h�ttt 2 Orclhard a St• R.E. 8205 3 4 �f APPROVED BY CHECKED DATE 1/7? &i67-t 0.17 f See Sheet 2 Leve/ n 5/°p� +'!�e. See $heef 4 SAN BERNARDINO COUNTY ROAD COMMISSIONER Curb Rf� Curb Rf�i ems.{ For Grade fo Drain Sections � d=89°40'12" 6 d= 910'/9`Q8" � ��I'��' DEPUTY DATE/�� 6� �w• Const P•� s per soil ies!' R-30' R=20 INDEX MAP fvhure /mprnvrr»ents Exist Pavrmenf <CC175bZCt 8""curb arm'IB" L`3I 2' / - / L-31.53 scale: I'=aoro' SHEET N O. I O F 5 SHEETS gutter per 5*a *//S To/9 89 13' , T- 20.12 See Sheet 2 I Curb Rte. Future Curb Rtn. d=89'40'/2" 33, d=90°/9 Q8" GENERAL NOTES R`20 3 R=20 1. Soil Test: TYPICAL -v v L= 3/30 % // �, L_3/.53, 2. A// work shall be done /n accordance with these plans and 1963 SECTION v I ac T /989 7 =20.// .o °0 � to � � U ro � °° I Revisions of Standards and Specifications of the County of the SA PPH/R£ ST. o a Q °4 � ° a I O San Bernardino. 24 n� I a ^ a V ~ 'h 23 / °° I Q v n Shall conform to the recommendafionS of Parkway /repro erne is o d a O I the San Bernardiho County P/ann1ng Commission. C O I 4 Street Markers per San Bernardino County SH, Na 303 shall be o Construct /2 PCC Cross-Gutter per SH, /l9 I red constructed at each intersection. e o fo�st P.C.C. Cross-Gutter per Std //9 1�2� ! 6 N ,�r//5 Construe'PC.C. 5'idewa/k `� p�h5 p�0 5� Stop signs ss required by fhe County V a '/7,/ uc/P.C.C.Sidewa/k _ C0173+ e curb IB gutter per S o std //e 9 Fer Sfd. //6 Highway Traffic Section shallbe instal/ed by the County at - ---- ---- -- ---- -- 9 �, ---- --- o,,'fhe owner. the expense Grade o»d shape to drain 6 u o e A// pipe lines or structures of any kind n t shown on these m - rir ___ 7fP t OC CSD''�1h' �900gp` plans w/th/n the /units of this subdivision or /n adJacent Construct Pat�ment per Typical Section0ppti' oy� t _ _ _ areas where improvement Work /s to be done shall be removed SAPPHIRE Exist. PM.s STREET '� or relocated as required at no cost to the San Bernardino County Road Department 7. A permit from the San Bemard/i?o County Road Department will be required prior to the beginning of any work or 9g constrvction w/thin the streets or easements in this Tract �3 y These plans and profiles meet current county standards. If the improvements herein shown Q ore not completed within one pe .r from ._(Bond ogreernent dote), J these plans and profiles shall beeon.e subject to the then curient county standards and shall become subject to review and renewoi. PLAN SCALE BENCH MARK Ch/z. square East Curb Beryl St. 6'North of South TracfBdry Tr 63/9 31.30 3153' E/w. /7/9. ° a 914,1014 49 TS A153' 16 j 18 - � 9�a °/a % PROF/LE SCALES m ti Ili ,ESTI MA TE OF QUANT/TIES 9'4 9�4�a 9'4 V Horir. -/ =40 % Vert - "= B' n o 0 0 ° ° o'M S.�Q� l 92,969 s f. A.C.Pe?mve17t-Per 5oll Test W o �� 2 5235 /.f PCC b Curb ele Gv1fel ki 2005 3. 28/ /fPC.c. cab o�/y j `` � 96°0 � �� Z,a�5 s{. P.C.C. Cross-6•utfer � ' ai co 5 5 5. 1 m ^ $ 5 2,70-0 Sf )PCC. 9/dew, 6. l/O if Std Ba -17esde C 5 7. /3,900 C Street EXcavafio/l y _ o h ► � _ ° ` O 3 - _ B 7 l F P. C.C. cud off wall .9 /0 If 9' P.NIS. Berm O W Cb" o l0. / ea. !Y-2/R Ta{trc Sign o//Posf 6 a8 6d /.f 3ff /{gh 5o/id WS,6017,y l�/a// ToP Cb, oil9. 6'� E,c r s t F.5 �b �� ° l?, 26 /.{ P, C.C. 1/ar/a6/e Car6 >r/B"'Gutter 6� t.r 49005 tv16 D � h� l96 °� : n Grade - � o X955 � ��h o ti ��°� 5.98®� W 0✓�` 1955 ��� hg• t • 0 . 10q SA P PH/RE STREET TRACT 6988 SUBDIVISION IMPROVEMENT PLANS TRACT NO. 6988 Future Car6 R/n. d =90'/948" SUBMITTED FOR APPROVAL BY R=2O Sec Sheet N 5 ENGINEERING CO. / T.20.//' m W Curb On. � 1 d= 910°19`48' I O 6 R.E. 8205 (^ R= 'X' •J L=31.53 APPROVED BY CHECKED DATE a Curb 0n. T=20,1? /' n' SAN BERNARDINO COUNTY ROAD COMMISSIONER O 1.51 1 d=79?839 /5' 17' DEPUTY DATERe 20' �� �63 � Q +�i p ? L=17,7 o� T=/6.05' I ' ,o v �� SHEET NO. 2 OF 5 SHEETS opo a� �„ Curvy Data ( I W e N. 4,d-1510,?'12,v R=530- L=/39.09' h I per tyPica/sec/ion N.�� eb d=16'OQb6" R-518' L= /,95.27' 2/ ZZ 23 ° HILLSIDE y�� 39 0- d=/9°47'29" R-500' L=/72.71' T=87.23 I 60 ROAD 19 o o I •0 , 20 } 4 Co7st ,°�vement `O tiZ :� I �b p'`� 117'19 r T fw/ Section 02. \ 91' Constru t 6"'curb IB" utter per Std 4111-h Construct 8 curb /8 utter per Std ll5 �kn �gp 3 Construct Pavement per Typical Section 0g�2 ��'1 Slope f1 ./s" dl" 067' - h I \ tih o `° �, ST. p eves L/�e o o' ORCHARD 9�3 W w 1. 6b Bc.F slope%'�I' v J 2 /8" utter r Std *115 2a Q 9 per 16 6� Construct PUS per soil test 15. Construct 8 crirb¢/8'gutter per Std 4`//5 Construct 8 curb i8'gutter per S I/ o •, o z2' ti I W 27 to 26 25 24 W I ORCHARD STREET 3` 6 h \ �, � � I Z TYP/CAL SECT/ON Curb Rtn , t. 040'/2" , a' �► `+i ^ ► i d 89 1 •n •n M _ * I R=20 I a O I Q These plans and profiles meet current co-inty 1 * I standards. If the in, rov n L=31.30 See Sheet / \ \ � p e gents herein s::own \ Q I are not completed within one year from Ts/9.89 \ � I Curve Data Curb Rtn. _11zi \ c s � J---___(Bond agreement date), Z S. eb. d=/500%0" R=482' L=/26.2/ d=69 4012 I these plans and profiles shall become subject Nota: See Sheet No. 3 f r Typfca/ Section \ ,� \ R= 2p \ At d :13°23:54" R=470' L=109.9/ II to the then current county standards and shq) L 31.30 become subject to review and renewal, 6 s BENCH MARK Curb Rtn. T= T=1989 d =93025QD0174 5gaare Eas/Curb Ber.4110 d 6'North air South TractBdry T E,719 IZ' E/eK 1719./4 L�3Z.61 Sea Sheef PLAN SCALE /#a 40' - - - - _ _. .._ '' - - - 2 .74 Q +iIT 2 S V n 0 53' i CALF 3 PROFILE S V 'P S i v t•: a a J a c s a _ 1"'404 'Y v u 4 4 E a v i i H rz t h t 0 1 t i s 4 Vert V h v rf I � °o h � O orb h V N i s 4 t_ h ql O - � 0 `5 i F 'n F i i Q i `w £ W 3 S3 0 �i of I wM ^ V O4 101 N. * 0 J I •► 0 6 t J _ / # 0 ti o e o gd/O _ /980 o aai 1980 Too Future N Cb. o dad e� O 0 n,� o m r0 cu h `� � •► r x y a * O o y ?0/O /980 a 06 �- /262/ 0.114/0 O a 9'a°/a 0 b V ti v� O _ O a W � � nm 0h M4 � � 'h �► h � b W ^ Qi �` ca a o ^ n '� �, m n J o 4 O 4 7a S. Cb. 5. � . _ � J9B0 o 6 0�/ s�6• Wt 9 ZZI HILLSIDE ROAD _ ORCHARD STREET TRACT 6988 REVISIONS SUBDIVISION IMPROVEMENT PLANS No Dote Descr tion BY lApor. l 6-6-64 De/e�* Dike-r##. sect o�, 66TRACT NO. 6988 33' 33' SUBMITTED FOR APPROVAL BY as, 9•o 9.5, 125 DR AS N ENGINEERING CO. rade Straight grade tai' max. � R.E. 8205 0�5, B ,, /, APPROVED BY CHECKED DATE S/o a 0.43 Love/ z1h.F �� Bmf SAN BERNARDINO COUNTY ROAD COMMISSIONER DEPUTY DATE/� �.� -J SHEET NO. 3 OF 5 SHEETS future /mproven�nts / Construct B"curb 18"'gutter per Stal *//5 Grade only to sub-grade Construct P.iL1,S. per so//test These plans and prof0es meet current county standards. If the improvements I.erein s'^oAn ore not completed within orae year from TYPICAL SECTION-HILLSIDE RD _(Brno agreement dote?, thes-�and profiles shall become sut>ject to the then current county standards and shall became subject to review and renewal. &fZ7de HILLSIDE grade o„/y to A6�e to 33 N. ant per typical section ROAD 3'!0� Construct Pavement per Typical Section 19 2 h3 a�9 J J 2 W W 6 h W t 1 Construct B""curb and /8ugutter per Std#//5 1 t6� 1�kp3 Construct P.C.C, Cross-Gutter per Std ' 119 \��06 /2 // /0 9 8 7 6 S 4 v J 5 -� � ' Q i I G° I z 'Q a 8 8 I i3' e o I n Curb Rtn. Curb Rh 7. d:yV• 30' d-90" PLAN SCALE R-20' 6 R' 20' BENCH MA RK 1"s 40, Ls 31.42 ' ` L= 31.42 Chiz. square East Curb Bery/5t. See Sheet 4 6"North of South Tract Bary. Tr 6315 F/ ALE P�70 E � SCALES S S r Z. fir -l E -w Ve 4 i rt \ h 0 Z 25 , \ I e : { t k -1 c ti O V N h vy e ti k 2025 f M ` Top Fature it1 c6. 20/5 P/acC comcocfed V ; � �n h fill fo drain 'h 4i o �► 1075 20/5 s 156% S �' �0 Togo S. Cb. �0 E t 1 ZO/5 i 0 t j � \ HILLSIDE ROAD TRACT 6988 See Sheet 2 6' ©N5?"IQvGTID�t NOTE Curb Rtn. ti Curb On. SUBDIVISION IMPROVEMENT PLANS d= 79•?938 30' m d s93°Zs4o' V=rs+Q s +rrt+/ir�ir-f OWL erctcr3i+•rr$, r �.� t R=20' 12' l I ? m ROW, L=277Q' .3' L-3�6/; 27 TRACT NO. 6 T=/6.05 3 I T=?/.23 I Curve Data SUBMITTED FOR APPROVAL BY I O , I ti E. Od: 17°05'09" R-530' L=1580S' 1 Curve Lahr Q I m E. ckQ=/8°2550 R=518' 1-=/66.63' h AN EA N E GINEERING CO. E. )0G=5°23'43" R:530' L=4991" Ec�tQ=6Z5�7" R=518' Ls58./D m 1�` 205 0 APPROVED . BY CHECKED DATE � 3 �• � 6 �36 6rbde to drain ® Q� to dogfight SAN BERNARDINO COUNTY ROAD COMMISSIONER u a on5troct�J �b g� Construct 34 /.f Barricade ,ore S& x`305 �l �4, �. DEPUTY DATE�7 ¢e�3 •,�j• See Sheet 3 Curb Rn. `� o 66$'�Cons�! RCC C. cu a r, : �, n, �. /' � 61• �3 t-vft'wall per Sfd. /27 ' 6 d-90° '} C '` e ° 6 6 — SHEET NO. 4 OF 5 SHEETS R-X' 19 a ^ Avg• 33' L-31.42 �' m H 0 a/s�- � ln3tr i ,-Wece-t lit" 5Src, L_ C-t g�c,'St�V►tt. '' wnoaCe►,. Pc 1 e 60 Curve A?9 30' .so I ,60R-470' L= 27085 . 59z b E. cd R-482 L-27776' s•15 /8' Leve/Line , Q v R=500' L s 288.14" Ts 8.19" ti Construct 8""curb J8"gutter per Std #JJS I: 15 8' /o /o ,� 4l 4i t �° 85.92 h �+ 6 s2 87.9® 28 o ea.ss W TYPICAL SECTION/�z./rnax. slave Constnrrt PC.C. Cross-6utter per SId*//9 a h Construct 8"curb /8"gutter Std' //S _ Consf�rrcf3//.f-2y9h SoJ�o� Curve Da GRADE TOQ�PA/N 0 0 goo oto �, y/esonry/Ya// 2 9 t d= 33°01'05" 500' L=288./4' T-148.19 �/�- Sta.8f00,5'E/y,fo Sapphire � o 0.35 o.��' 11!dt d=33°01'05 R= 82" L=?77.76' � S/oPe!/�:•/' .35 $/oP+� W. ,*,d-32°47'30" R- D' L=268.99 ve/ Lihe IY � s, • 8c.f 82.f! '�` M..S r i/test Ch?ms uct 8 curb /8 utter r Std' //5 Construct 8 curb 1B'gutfer per SH //5 Construct per -v 9 Per �p9 \ P ,gym -A z \ ct A R \ 30' 30' N M \ \ 12' 6' 12' /2' Zh �6 g t 5 I o� Curb Rtn• These plans and profi?es meet <_r'rierrt cc •nty 006 2a=87°22x3" Y/NMAR AVENUE standards. If t e F.5 !i ur �ro�rErIyOA9 R=20' TYPICAL SECTION - p e p r not ccn� 1e`ed wit,•.in Cr.c ye• r � .„i 1 / curve Leta �3 n, L=30.50 Wcb• G=�2°?3S/" Ra518' L=?9,.90' Tr/9./O' �i[ 'Ls and pr _ _.(Bond aJrecrnent Abjer, .n IS ��, \ these plans and profiles shal{ become subject W. /� d= 31'0433'" Rr530' L=187.46' � � �, 19 � p,61 at8 1S X61 � to the then current county standards and shoo + become subject to review and renewal. 9 , 0 � �61�Z J /8 x0 16 0 Curb Rtn. J G=9?°P6Qy"' See 5n�t 5 GRADE TO DRAIN � v 7 R= - TVP/CAL SECTION Z L=3?P7' 54,Z,,411 /,14 qr Sfa. 8(00 , BENCH MARK 20.87' Chiz. s care Eas/Crrr6 ger . 0 9 / St II o 0 O Curb Rtn PLAN SCALE 6"North of South Tract Bdrq. 77 6313 d 900 i s .- v. 4 / 0 3/4,' o o R=20' V4 4 a/4 a/4 a/Q V L=31.42 2777 V717 4, V V ; 0 3 /66.6 PROrkE SCAL ES 'A O 56/0 M v D a hi D on Ch. Hariz. -1 =40' 0 4j h o �i 2X71' I/erf - 1"� 8" h W M p , 4 J14 2(OIS /56/ 3 po/ 0 0 W r %2 ti ti a/2IK �h ^ J 5,3790 b � C v O a/i2 ''n a? ►� o o� E'FS ,\ p iV All h ci "'i z M� � ^ 0 /�2 . v a 3. 277.Ts' ���� O ai a17 Ch. 21-71.1 3227' _ NJdS �Q ti 'd d d ._ , �Y•,� /? ti� h h m � `� 30.50' R Q ��o M Op h a 0/416/4 '/4 0 •boy 292.90' sem'/Er on cb. .°off a VINMAR AVENUE TRACT 6986 SUBDIVISION IMPROVEMENT PLANS TRACT NO. 6988 IZ' 18' �3, SUBMITTED FOR APPROVAL BY 12' J \ L p lt7- AS ENGINEERING CO. d Curb Rfn. \ Z d=92°2K06" \ � \ ,* R.E. 8205 R 20 \ � \ L-32.27' \ \ APPROVED BY CHECKED DATE T=2,487' \ \ '�` SAN BERNARDINO COUNTY ROAD COMMISSIONER cl DEPUTY DATE ��� �•3 t o b p SHEET NO. 5 OF 5 SHEETS Curve Dat? o © -f rW. g"j1 �n�: tom-- ,Ply At 0 ,a=Z8°23'09 -470'L-,73235' ` \ ' ALCb d=29°.5756" =482 Ls252.06� � � These plans o!,d prafiies meet c ,rrent co:�nty /1 standards. If the improveroe:-:ts herein s''^o-c,. ¢ d = 33°0%05' =5010' L= 288.14 7-148,*' /`� ore not completed witi�in one year frog \ dote), /3 /4 /S /6 /7 O � � =//sR; .,.-(Bond agreement d , these plans and profiles shall become subject to the then current county standards and shat! t become subjQct to review and renewal, j Construct 8"curb /B" utter r SH#115 ofreH.hr � odea O"" +�+ Pe tC 0 Construct 34/.f Barr>cade r �3 6 _ _ Construct Pavement per Typ1ca/ Section _ 5n� ''2 �o 5e Std 01305 9ti� �6 ORCHARD 1.1 — w —►� w w 0— Construct 8"curb 18"gutter per Std. AS o � 29 `a . � I � rve Data 5 *,d=29° 45" 8+530' L- 270.07' Curb Rb7. 35 34 v 30 5 ch d-9,0 2B"R=518• L-2747,6' -87,?223" � 32 �u 3/ L=3o 50' Troch Boundary T-19./0 O a BENCH MARK Bor�icadc,xr Sfd•305 _ Chiz. square East Cai6Bery/Sf 6"North of South Tract Bary.T 63/3 Mote: See Sheet No. 2 for Typlca/ Section. E/e�/7/9./V �bvemenf PLAN SCALE 1'.40 --- - - - - 4444 i r PROF/LE SCALES { a r i Harz. 40 � I N V -I 4 Vert l o } V 252.06 37.ZT` l i Q 4 on c = W W / 4 4 a V t i IIIc � ■\ - I' V W , v 4 O p O m i 9 O m vi t , 6 T0 /V 3 P C ° : D .q D/ D.sQ/ /990 c i W V i W III O t I /f TM -'J 4444 9 - � Q �e I V e i O. q0 0 l90 14 9 . � F W ao Z7�1.76" y ni i n V O/I C/J. W e I : ti , 95 9 _ a� eta a,� # M m n O 4 i 1 1 r W . O to 7-',,oO a \ F J Q O i r6. �a 0 o e mai 199 0 s s , •ss. - a -ooe ORCHARD STREET TRACT 6988