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HomeMy WebLinkAbout476 Slope easement Y5' SUBDIVISION IMPROVEMENT PLANS 3 y 33 3 shf / TRACT NO. 7 22' L22' 22' ' 22' //' y y L EMON AVE. /2' /2' /0' 4' � ¢' /p' ' /2' /p' ,�� � I � SUBMITTED FOR APPROVAL B /p qs-...I 0.5 a , j � � A DREASEN ENGINEERING CO. 0./7' 0.50' 0.63' 0,60' Level (. 2_ 1/) l 053'hireLeve/ .___ '` Line R. E 8205 x t J . � 0 Or /l2•/ � S/o \ G a e � o � s/p .p... 8cf / „ rade stray hf e k ma 4 . 1 g . . ., C g grad tb X 2 � c. 8 .- f. � � APPROVED BY CHECKED TE . -,f- HECKE DA Future sideiva/k O ,ACS Const "Pl.C, sio'Pwa/k perSfd. /09 Const PC.C curb /8"gutter pe StA! //5 Const 2 Grade CO/7St. �l"P.C.C. siclPw?4 a' "'� W SAN BE R N A R DI N O COUNTY ROAD CO M M SS I O N E R f m . Cons 0.2 .0 . W F t re in roveme per Std. /09 e u u i nts P Const P.GC. curb /B utter per Stc� //5 P � p 9 P N, e� �z ,. TYPICAL SECT/ON ECTION � y W y / ?Do DEPUTY DATE LEMON AVENUE TYPICAL S Const. Pl.!'curb /8"gutter 'w (lit per Std- /5 SHEET N I OF 3 SHEETS N AVENUE / L EMO A E E P Cb. !9117. 2�4l• 59 Fry ORANGE ST Z I - o _ ,P-20 Const PC.0 curb l8 �F � Const` /?l.!' cut off W2711per Stra! 127 �. L 9/.34 h l gutter Per Std. //5 ORANGE ST. Z EST/MATE OF QUA NT/T/ES �W J ti \h Q L - ;� tix Grade per typ1ca/seCh�1/7 /. 47, 727 sf 0.2'A.C. Paremen/ - -- - - - - - -}- - - - -- -- - Z 2 79 /,, 12A.C. berm '0 \ rave//ed rnad way �I 3. /,694 /.f. RCC 6"Curb I /8"Gutter N N INDEX MAP 4. 628 /.f. P.C.C. 12 Curb A /8 Gutter ' N Const /6 h Concrete Q 9� N V - - block wall per std. ( LEMON A E. 5. 63 /,f ACC Curb on/y !� ,_�- - . - - - - . _.. . 6. 543 �S'f P.C.C. 8"Cross -Gutter -� o �y 9 H " 7. 9, 745 s f. P.C.C.4"S/o'ewa/k 90l B ,�02 �- � .. . � ,2 5 0 ! w11w�1 B. 3 ea Street �Ylarkers Sewer Nlanho% r a 699 /•f. 6 hP<.C P,C block wall GENERAL NOTES ' /2. 50 /f 6"�P.C'P, - /500 D Const A C. pavement pe tyvica/section /"_�1O e e n s and the 1966 Standards /3. 2 ea. Post wI fh reflector `Y-2�-, f' f' hs /a � / done i accordance `vi h t >. AJI work shall be n p /4. ! ea. Const /8" RCC C, Stand P� e ( end S ecifications of the County of San Bernardino. /nsta// Street Marks er Std. A03 ?-W3 v v . 4 OD c. . Street fXcav�,6�17 �n I p ross on .E. corner of PCO' headwall at N•W corner /5 ,0 y I � � � � � h � � I I Ei 2. Bench Mark Data Chez. c S I a I I W V /6. I,450 c. Street Einhankmenf I Q h h V \ � � l of Beryl Sf and Nineteenth Sf o e h I E/e% /527.04 � I I � /7. 3 eco? amore /g'-36'Stand P�,bes I3o -� � 5 3• Street markers per San gel 1/70 County Std. No. 303 303A sha// be constructed /6. 749 /.f Remove 6' VCP. i /9. 500 s f Rpmo ve PCC. C, 6 8 /8' at each intersection• 20 794 If. Aoernove OCC Curb -0.5" 4. All pipe lines or substructures of any hh7d not shown on these plans lvifhin the �. I I �, /imus of/his subdivision or in ad/acPnt areas where improvement work is fn 2/. / ea �Pemove Barricade See Sheet 2 I ti See Sheet 3 be done shall he remo ved or re%cated aS rewired ah no cost to the Z3. j a P,C.C. Cut c,; v San Bernardino County Road Deof l 5. Compaction test of ernbankmenf construction,trench 6arkfr71, and a//subgrades - sha// be ,performed at no COSI to San Bernardino Cocinty I and a written report V Sha// be submitted to the Contracts Administration Division of the County tb. stn. C6 �Pfn. C6. �Ptn. Road Department for approves/, prior to p/ace�nent of lyse materia/s and surfacing- 'd 90`/.3'08 d 90' D=90" 6. The respolmbihdy of adjusting manhole covers, paving repair, gnd paving �P=20 ,P=20 ,Q= 2O rep/acement in connection with subd vision sewer line insfa/lations wi/l be the L - 3/49' e= 3/. .x12 _•9/41 responsibihfy of the owner, and shall be accomplished in co1npliancP with r=20.08' Ordinance Ala $15, Section 203, 209 and 2100 7. Ashen curb o'PPress1on are pro✓io'ed for driveways, 00177,0%te driveway construction be required in accordance with County Road Department Standard 4' IOD' ✓C. Orawii�g No. 128 and related specifications. _ ._..-.... .a-__._ ✓_____. • d V414 F/ SCALES PROFILE S S , \ ao ao o lloriz. 40 0 I " m �p north curb ,t 1/erf / 4 /670 0 V - ap 'h . Tan. / _ 9 h o , O o ni 3 00' 1/(,. a v a p h ao fo (, /00 l�CCIS - 01 O � b /670 _ : � - � C: h N . SFS. - - 149 3 - Y 94 9.a 3l.42 .114.Y4 - 94 /660 No g' o V 3 m h �V h "� (} N h h o a �i - i -Z •h T out orb 5.00 / Tan. r _ 9 1660 2 _ O . .. .: :_ _. ..-. .. �: lei�i • .. LEMON AVE. TRACT NO. 7844 6w -Curb hne SUBDIVISION IMPROVEMENT PLANS 88' 3,2 TRACT NO. 7 �P-02 12' 2 2" /2' SUBMITTED FOR APPROVAL BY !a/" ANDREASEN ENGINEERING CO. % 8' 24 d LSA 12.3 122 I r feather fo jo 2./7' R.E. 8205 Fut re f.5. / 2'overexist rinf APPROVED BY CHECKED DATE 2Q" I /' 0.20,i 0.33'l �� Aemove exist. 0.65 ' " /i/7e�« curb _ Slope 1/Q"r1I 6 PC.C.p, See Note df left SAN BERNARDINO COUNTY ROAD COMMSSIONER CURB b GUTTER DETAIL "' DEPUTY DATE/2/f�7 See Std No. 115 for notes i� — i Const, concrete block wsl/per Sfd .;0/ e 302 & additio/na/ Defai/s tu ExIV 4C. cap over PC t" Const D 2 'A.C, pavement + � SHE T NO. 2 OF 3 SHEETS Z I� TYPICAL SECTION "600st. 4"P.C.C. sii�'ewa/k per SH. 109 Q � ' � CARNELIAN ST. "Const RCC curb 18"gutter per Detail O W - Qk Z, cover, 25'N, to 25'S. of S? t C �Pen�o ve exist Pl.C, D/4 � is� ACC /?s/W/ 2 Posf w/reflector ('I�ZI-�P) CAR_ NEL /AN _ _ exst. 4.c. on acc. — ST /a"csP vi e X113• Instal/ marker tew-60-/2) 10. 4% p\,p09�`� 9 -� b �p���l � � �h�' `gtib�l �1�, `oyo�1, y9� �^6 �� �o '\ � � �� �1 ��109` l r ConSf 2d/,f /Z"q!'berm 1pDoh �� ,,Iee f0.1bin Z'o✓er Inst. pvinf. "'� `� fesfhPr fo join 2"over exist pvmf p" 1p ��� " C. herrn Remove 2r1'C.S.P— - — ._...-...-_..__ — ----^ "✓. . , - -- --- --- __ -- .. -- - — 6 — — -- - __ - - ?,'.'•? "' -- ---- � - - - - - Const 6" P.C.CR .o Const PCC cross-gutter per Sfd. I/9 W 36 v e ^ Cons1.4 concrete block w 1/Per Std- 301� 302 ` :' ( p ( L W-- J ~ ° ^ Const. 6"PC.C.P See Const A,C, p6WI77 nt 1AP,- pica/section ^� Z v .� a 10 Note at /eft o ( I °� -o t\" �' v �' $ ' o I o W /nsfd/l Street Verker per Sfd, 303 303 a 33 25 1 consf .PCC, urb �/B"gutter per Detail � � ,� � 22 22' w NOTE H Remove exlsf 6 �C P fter completion e COMF1 d"P• -C, sidewplk per S d. 109 of 6"P.C.C.P. , see Noe / of /elI ti 05 /. 411 work to be scheduled and coora'ifiated with a the water service schedule of /oarrmosa Wafer Co. h /2 // /0 9 8 7 6 5ee Sheet / 2. loamosa water Co. to approve selection of contractor before any work is started! 3. 411 work to be comp/eteal to the safis faction of Cb. QPM. Z Cb. �Pl`n. loamose ('Yater Co. & San &rnard�ho County �Pd! L-p> Note : P.Ps to be relocafecfot no �=90°/3'4B" � ; 0=B9°46'52" C051 to S. b. County . �P-20 S, Ao 20 Char/es ' alhac�'i,Pres loamosa &27fer Co. [=3 49; [=3/34 (7/4) 992-4788 325 N. Second Ave. Ts 2D.4B J T�9.92 upland, C600rnla (714 982-8838 / f e Y-- - - _ 23 24 25 26 2T a - , , PROFILE scAL Fs BENCH MA PK N riz "- 0 Y0117 / 4 E ss on S E Corr/er of PCC e heaA'�va// of N{I! corner of Beryl o� 1 Sf /Vineteent o � h St 152 7 04 f ; O r } 0 / ,/ 1� _ /670 a 0 N 0 l o 3 ole _ 0 �i 1650 0 1 �o �o 9� 6 � 94 49'q W 8.4 O k N : : O� 1670v v d e , , o , �n 0 o 00 l ; o r °o /650 , o ° 1635 �' 1650 East` - _ -. ur �o o `� _ _ ?_ _. To p�sf c b - / d D$ 3 _ Q h PC.rP. _ Q : V if CP o . +a 3 /650 - - CARNEL IAN ST. TRACT NO. 7844 SUBDIVISION IMPROVEMENT PLANS TRACT NO. 7844 / 4 Curve Data SUBMITTED FOR APPROVAL BY RPr 50 [= 2056' ANDREASEN ENGINEERING CO. 62 L= 25.49' Cb. �Ptn. Q=9�e R.E. 8205 PC 20 APPROVED BY CHECKED DATE Curve Data SAN BERNARDINO COUNTY ROAD COMMSSIONER Q s/37'06'46" ch.. R= 58 L=/38.80DEPUTY DAT E/z R R= 70 L S /67. 5/ See Shee / I/ /0 9 8 7 6 W I ��s" � ' 1¢ 22' S' SHE T NO. 3 OF 3 SHEETS Qn `� Const 4 PC` sldewa/k per ap /2 �x Const RCI'. curb /8 gutter per td. AS 9 01 o. I 3 ' w6, w6„ h• � a _ EMERALD S T. r,sMH _ S.M.N. ti p/ pI Z 0 ` � I 9 /nsfa// street` marker pe h W L 6 P. 90 a 0 & 3a o St 3 3 /3 3 �! It 4 P . . Const.` .CC. io'ewa/k per S 9 �� 9 /6./5 B. C.,P. s td Curve Data fa• p c, H s I . d= 23°.f3'23" 1� 0 � C W 6 A v Const. P. . curb /8" utter• per S 15 I 3 R• / + P 9 P R �P-50 L - 20. 56 g / � ch. ,P=62 L= 25. 49 8 f B8./8 B C. p � W Const A.C. vernent per typica/ recti n e °o �I33' 3 " h / 2 3 4 5 a Q � 22 Z' Z/ Q: ' i OO D k�move exisl` harricede �� l• Cb, rPtn. 0' 6 �,��I` Curve Datd 1=3/.42 /2 °5 A7-=5,0PC 20 d- 90'L =76.54 /8 /8" /2 tri IT-1 r 4( 4" /2' /2' / ' D.5 D. 5 Cb. ,Pfn 9 a=90" 0.35' 0.65' 096' o-do' \� FIT, R=32 sio e %Q".•/• leve/ lime b. SD 27 Const 4PC.C. Siwe walk per Sld. /09 TYPICAL SECTION Const. 4 Pc.� s�dPwa/k ppr std. /d9 500" C01-75f PCC. curb 'A ORANGE Sr Id"gutter per Std. //5 1 Const P.C.e, curb O/8"gutter per Std. 1/5 v EMERALD ST `Const 02',4C',oevelrent Z N hV _ PROFILE SCALE West !�' O Horrz / QD BENCH -MARK .92. 53' V C. \ �o Chez. cross on S E. corner of PC.C. IN� a /660 headwa//. of N.1�Y corner of geryl / 8.80 h 25.49 O b _ f N/�eteen fh St. s 0n c, s 25.49' a/3 9�6 96 9�6 96 `� a West R -, h W Eley 1527. 04 or cb. D o d o D o m r 106 h 5• M Top 00 west curb e _ South k' o •i�l Too west Curb a0 Q 1017 V.C. Q `� /640 `� h /660 E 75-p PX/s�` south curb e 112 c vi a , / � O 11/c,. J75. o h 54 ao To oath curbo L v on 4i O i _ D ': •+. � FX/Sly ' � EXlS1� � 'th � l�• o ori �a' _ _ ao a Q 1 o x C .� op J •v /DO' ✓.C. 1640 1S. 1660 W �o /2 o a 94 � 4 _ //2/ fast k' Q 50. 27 �4 Q 4 11 North h fast ,Q ° y t} o h N � et tri - _ l{C 1640 oa east curio f °o i _V _ • /./2 l /2 y Toe east curb 7- o, b f oo north curb � � o w+`-�. Q� EMERALD ST_ ORANGE ST. TRACT NO. 7844