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HomeMy WebLinkAbout479 BASE LINE RD. SUBDIVISION IMPROVEMENT PLANS TRACT NO. 7939 Curb RM. Curb Rtn. Q jr d =90° J – SUBMITTED FOR APPROVAL BY R=20' 9-- 20 517eet3 ,, ANDREASEN ENGINEERING CO. L =3/.42 L =31,d2' /#3 Continuous 7-:20,00' T=20.00' BAL SA ST. Q 5x/sf grawwl Const PC.C. Blank Moll goer section $-9 � Sheet l � � R.E. 8205 APPROVED BY CHECKED DATE ax B See Sheet 3 SAN BERNARDINO COUNTY ROAD COMMISSIONER 0' 0` '� Sheet2 ``' �_ 2 B �� 18'- f1,11 ,&11Qe _ � _ . ce//s Wd'17grout \ �c 4 4, GLfNyYG�/� S , s gyp. W ' DEPUTY DATE --Omit mortar in vertical 5\a gf OS OS r cvur- a �� I 5�J SHEET N O. / i OF 3 SHEETS 03 Ca?11,; uous� ,/o1nfs in /owe s c XO2 �J V � I I � V c \ 1 ( Ci a0 0 v Z d V GLENWOOO ST v) c �, ��, C ti � � Sheet 3 L NOTES �d �� h Q. 'o x a� '( �, /. Al/ work shall be done in accordance with these /ansand the 5 /9 J /7 < F'22 2/ /8 �. ► \6 0 /966 Standards and S,oecificafions of the Count of San Bernan7inoBench /)dark Data- Chiz. ,c"1n steps of church N.W cor Church - v b <SECT/ON B B '! 0 �r 3 I a �g I a St /' .4rchiba/d Ave. E/ev /280. 55 G° �a ' �6 I 0 �N�EX MAP 3. Street markers per San Bernardino County Std. No. 303 e303,4o --� shall be constructed at each intersection. a� D.E. e �es or substructures of any kindot nshown on � 4. A//P P l� these p/ans wlXlwln the /emits of this su6d vision or in e h o adjacent areas where work is to be done shall BALSA _ _ 9 � ao m %tip ��' �'�' �ti�'� ti'ti� STREET �' 0909 , s�° o��` "' be removed or relocated as required at no cost to the Const 3.� /.f, Barricade — �' SIO'De Per Std 305�`305a �� g �% R°� ` , 9 San Bernardino County Roar' DePa�-tment � \1\-/0 b,- � W 6.. _ _ W s d �o ,� 5. Compaction tests of embankment constructibn, trench N backfill, and a// subgrades shall be performed of no cost 0V - to San Bernardino County) and a written report shall be o - submitted to the Contracts Administration Divi:s of the County Road Department for approval, prior to placement �ca 5\ v, of base inaterl8/s and surfacing. \x op I lV I �S KQe ��a c� �, cN Rcy _ Sr 6. The responsibility of adJusting In covers, paving Qe \e repair, and paving replacement in connection with subdivis/on I 23 /2 /3 /4 a 6 ,Go /5 /6 `�° sewer hi7e msta//ations wi/l be theo req oosibility of the h I �o 6 W �. owner, and shall be accomplished in compliance with < ( Luti G p,2 a , � � I v �Q. d, �Q �b ` Ordnance No. 8/5, Section 203, 209, and 2/0• I Q 5 k� y �'� % Ashen curb de resslons arrn e vioed' for drivewa s coin /ete °� \� G0� QG� 7. driveway construction will be requi�eo'ib accor6/7 ce with 18' /8' 4' County Road Department Standard Drawing No. /28 and 30' (,°n related specifications. See She& 2 sfr Eurosec , A how At e r /e ' Curb /?//7 Curb Rtn. d- go, d- 9,1 .� on the n rno Ino un Poo Oe frn t fo R=20 R=2D ' on evo do v W eve L = 3/.42' L =3/. 12' eveA obe w r7 a/° T=2000 T=20.00' PLAN SCALE Structural S eci ton NvvravA s ec n ui me S e cn et. Added 2' Min. Dimension to Block Wall MARK REVISIONS APPR DATE II 12 13 14 I5 - _ I6 __ _ ESTIMATE OF QUANT/TIES PROFILE SCALES /. 61, 670 sf. 0.25 ' A. C. Pavement /9/ If OCC Curti only c° v% °/a°/ °/ v 31.42' 4. 11517 s.f ACC Crossross_gross utter' /320 WQ 9'4%°/4°/a 8B0 S/' Arc s/!I'e`Vo%/c W m v 6. 170 Lf. Sarrlcvde a �, �, t► F N m �o acv 7. 3 ea. Ad ust S.41 M o ti 8. 4 ea. SI` Markers o 0 9. 71000 cy. Street excavotion sow o h /0, 34 /.f. ,eemove Barrr?an'e ~' TOS° Nom a O m A 466 /f. P.C.C. Bloc,- {yol/ a o fh Curb 12, 2 eo Ael 4i\ m -iso/ _iso/ 1320 ' _�8O o r 1310 a Ex�sf � op a .4 o, o °/4 °/4°/4a 3/.42' V M� W v N 0 ha � � � �► �� 1310 19 90 o S o � South / o h o 0 _1601 Too , South Cur( �ep� ro 1310 ° 0 E vI C) 4 ,� BALSA STREET TRACT NO. 7939 SUBDIVISION IMPROVEMENT PLANS 60' 60 30' 30' 3O 3° TRACT NO. 7 3 /2' /8' /B' /2' W /2' 1B SUBMITTED FOR APPROVAL BY 05' 4' 6" /2' /2' 6' Q' 4' OS' 0.5' � 6' /2' /2 6' " 0.5 ANDREASEN ENGINEERING CO. o./�' 35 Curve Data Curve Data 035, n 0.60 0.96 0.65 039 „ a=7 /449 a=728 50 S�O e` �Q`.•/' Leve/ L��e %510p—e: �� �° S/o e. /Q /, Leve/ blame Slo e' R=300 L=37.95 T=19.00 W 0 8=3.30 L =Q3.OB R.E. 8205 8c",f c{. a - Tf�' E.Cb. R=3/8 L =do.22 !V Cb. R= ,3/8 L =4/.52 Consul"PC.C. S�dewa/k Co�std'PC.C. Sib'ewelk Co 4"P.C.C. Sidewa/k 8c.{ P�-; Consf 4 PCC. Sidewa/k E. f� R=330 L=4/.74 � R= 300 L =39./7 T=/9.6/ PPROVED BY CHECKED DATE Per Std. /09 Const 0.25 A.C. Pavement Per Std. /09 Per Std. /09 �r Const. 0.25;4.0. Pavement Per Std. /09 E.Cb. R=282 L =,36.82 SAN BERNARDINO COUNTY ROAD COMMISSIONER E.� R=270 L =35.25 r(�p Const P.C.C. Curb �`/B"Gufter TYPICAL SECT/ON onsf PC.C. Curb �`/B"Gutter Const. PC.C. Curb �'/8��Gutter Const P. C.C. Curb �'/B Gutfer � DEPUTY DATE 7'� Per Std. //S KL USMAN AVENUE Per sAd. //5 Per Std, //5 TYPICAL SECT/ON Per Std 115 L EUC/TE AVENUE KL USMAN AVENUE S H E E N O. z OF 3 SHEETS SeeBALSA STREET GLENWOOD STREET .30 At 34 f i_- p Curb RM. 112'11 8' l8' l ' Curb Rm. Curb Alm. � '6 Z900 Curb Pn < d=89Q5 59 4' d R 2050 R=20 R�20 05 05 0 cry 4=97 29 SD See At Ri9h 2' 6~ L =3/33 L =34.0,3' o1i L -:31d2 � R=10 30' 30' O T=22BO 77-:20.00' ' T L=34.03 2' l8' /B' A T=/992 � r _ 4 05 � � W 05 1�j o v Y4i_u- _. '� b2 2Q \ti�ti0�`wa0�b�W c?,�nat►��, v`Voo�av�\o;`' ao..� f3 3I%•�Ia GrodP oGr�od,GGe rtvo� �ca'';\`•h+c`,'��,.�����'.2mm+a\, ° c0vpo�`o�� �.emo'v`'`o'm`oa►op�oo��OS-.T—c G k�Q`� hQh.�°ra►v:2Do� 4�. — 2--=3v oc' 00 � - � °Qac oo��G h N3. 3/.r4I�.�N4\2 h5\I l p'0b�es 93a 5 2 , rC9t;• �r l,'rym i 69, p/ o — 4 , .t k Ill kb 2524 27 26 .4.Ctn h vj °o SETON A -A (A.cCal of wo//) AVENUE K. 6„1 Const34fBarricade OZ LEUC/T �,Const 34 /fBA30S� 305aS/o e Per STslope Per Std305N /o Ci BENCH ENCH MAR,KV � /2 Chez. "a"in• s feos. of Oh rc h� m �' � /V11! Corner Church Sf +9 h Archlbald Ave � , 2�o 8 , � o CurbRn.m 25 d=90 ao 5/ 1280, 55 � CCurb Rtn. 04rt05 05urb Rnd=9/°/552 e=884408 r=2000 /8 /° /8 /e R=2o11301- 30 R=10R=20 PLAN SCALE � 30 3/ 3 See At Right 40 h L =3/86 L=3097 See Shee3 T=/9.92' m T=2o4.5 See Shee 4 7 8 9 3 6 T m SPROFILESCALES Horli / = QO "j� + 1.6-6 710 Verf "_ 31.33 /a °/a °/avr6 � ko 2. h �34.03' � 4 % °/4 A14Tp `lest crb /3/5 w t 0ti$� 3. sof / /3/5/305 00Top North Curb .60 m Curb 3.00 WBS� FF,)tLjr A Q 00 36. 82'/3/5 13/5 � Nt Lon cb, v t 0/3 4o.22� 13 15 � 0D� ./305 Wmv Tan Grade-,e 301110 to or l;7 � Q0.97 3.00 m3/86' 1)-; 'Y4 /Q /4 °/Q v 00� 44 d/s e/4 /4/3/5 I3/5 W 1 0%W m % � t� ' O rb NZ k' fECurb - 07Z ?op + /305 3,00 Curb FufijreooTop GLENWOOD STREET LEUCITE AVENUE V TRACT NO. 7939 O � � O O 6, `f j�9 �`f'Q�I,�� '•� I " CO17Z SCut Off l�Yn//per �� O Const d4 .//. Barricade�` Section 4-,4CShow17 v17 N � p S/oAe Per Std.305shoe/ 2 J9S /27Begl� Curb I Begin ConSf Begin Curb 6*4709 Be 6 ,,4789 47.B9 Be in Curb /8'Gutter N 9794 ` N 9778 N 97.97 Southe1-/y Tact Line �� Soufhe1/y Ti-ocf L�i7 `�' oo `-' 3 :q Const.-41 PC.C, Sio'ewd/k y o 6 t 75 &.3, 6 t 75 69, 6,, 75 G.B. s !/.2 lB' /B' I Per Std. /09 � 98.67 98.50 � 9867 s 4` 5 o �I Const. PCC Curb �`/B" --- ! •0. � 7�OB.68 IB.C. Gutter Per Std. //5 c,, o �i� s 7,1 20 42 B.C.R co +� 7+20.42 B.C.lr? 6' 98 9/ 9.58IT - 99.74.. - - V � y, * 00.%2 N/ ^' 7157.59 o` !i/enwo d o oo.34 ECR Per Tyaca/ Section `� `D o �� -GL E/VI�1�0OD °a y N s� ST � oc 9 w Coost P.1.C. Goss-Gutter �. y* im• m ao Per Std. //9 00.434 04/0 7 t 6.44 B.C.R co n �I 7,196 dd S.C,?Tel. �� o � I 8,108.71 B.C. L c� C it ll� o�a'� ^ „ c 81, 99.9/ B.0 8135,8/ QVC. �� 8f 35. 8/ B.0 �' o 8,,35.8/3.0. `� 81.35.8/B.C, 11 y � ca n 0/99 8•VC O/.72 O/89 8.VC. w c,, 11 n � Z,, 6k L cn ro p 8 f 55.76 1 (P/. 0?.29)02.34 0 �' 02. 0 (P/.02/202.2 02.34 o j' p �`'� � PR.C. \ a + 8 f 75 7/ E.V.4 Q' PRC \ o Const PC.C. Curb 02 8 E,V.C. w 02.8.E 02.9 E,VC. o Per Std //5 Const RCC 510(ewa/k 8t 95.e/ B✓C � � per Sfd. /09 � � N n E.V.C._ !91,14.06 Qt!C. O W 04.03 lo%04.20) - � � O 04-12 -- E V.C, 04/ Vn j` 132.3/ 04.16 04.75 TC. 04.59 - o� 04,59 - --- (05.3 4':59- q (05.37P. l.) 04.75�P./.45.3 J 04.75 b /DENT/CAL O r. � ao 0 0 0N. � U � w � w\ w 0*0/ 06.-64 v,'o w AVENUE 0 it Le[/C/te o LEUC/TE _ ro 07.2 5.C,9 rn - - SAM o � rb o ---+ 06-21 05.76 to 0 o _' ` - \ /� �_ v 0138.495 2'.C.R ti 0,197.17 E.CR 0+38, 85 5C.R O t 37. /7 v o ti 0 t 5/./2 R E.C. r° s. 1 G� o; 0 48.9/ 9 E.C. o p � o � � o o D�90 G$ O 0"90 649, 011-90 04.22 J 04-17 04.492 m O Co"7st P. C.C. S/dewa/k Const. PC.C. Sio'ewa/k i O L Per Str�! /09 COnSf Pavement °` c,, � '� 3 ' 3o Per Typical Section t ° /8' /8' 4' as O's w i \ �,' w Const OCC Curb �`/8"6`utter Const PCC Curb e/8""Gutter ' Per Std. //5 Per Std //5 y � 2 X20 B, 2 t 24.55 B.Y.C. O/2 2 f 35,9d !�E.C. o w o � o\� 2,,4d.55 2 t QB 2/ E.C.R O f �� 2 f 48.2/ E.C.R. O 2,,d9,89 16-CR ° +�v, 2 49.89 E.C,R. O 3 t Ob 8 CRI 00 58) O� oa/2 :� w 2 f 64.55E.VC. oio W s �' 0#.92 99.72 �► ii cD c o ro 99.74 v 00.9 a W6„ ���s�`9s�� `s`o�� o� o a a of/o a.c.a. AVENUE 99.56 6.C,,e 2f,97.06 dk1&SMa,7 � w'' S.M.H o Co./5 N SMA N o �J 00 0� w w w11311, op cb `"' \ W Ws" o t ooBa/sa BALSA S.M.H. STREET /_2.69 C.R /3./.3 /39/ B.CR a� � �� /2.493 /_493 `e o mv� _ /3.0/ _ w 4 f 22.50 _/3_.22 /2.69 O 138 C Of42.50 O f38 E:CR � p Ot38 E.C.R. Ot39 E.C.R. w y /3. (P./ /3.62) u, I `? 'Ts L j ^, �,;, > 0"50 !2 E.C. ? �� 0,150 '0 E,C. 0+062 50 f6. O t 62. 50 - � {'30" 30 /Z o ti o o� Const. P.C.C.S�o'ewa/k Const PC.C. Side�va/kh 27 Per Std /09 Per Std /09 ��lw � � �f 05 ;� x o QS tRt,y ee, o o - ` Const P.C.C. Curb �'/B`" 'a Const. Pavement Per Typice/ Section \ Gutter Aer 5'd //5 ~` Const PCC C4r-b /8 Gutter Ger Stix! //S e Norther/ Tract L��e Norther/ Trdef Line End Curb h End Co St Erd Cur s � C � ��S` O � W o D 2 z -� M M w O < m ca z z v a " z0 Z7 rn D ao v a z D < Re J' � (n z m O O ` �' rn z a �o z Iw �„� z ~ O z D O M M n M � U Z ;o m Z < -I N n 1P, vi rri rn r N J cn m O //��J , �► ,. C/ n o m W D * (n .�., R1 -I N Z M � "� . ... . M i