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t • ESTIM�,T'� a� c�vA1VTITt �S GENERAL 1VOTES v��eR'P-rTON TRACTNO . �J403 1. All work shall be done in accordance with these plans and the San 13erlta.rdino County "A.C PAVEti1EJYT Co 2 0 5•F. Standards and Specifications. 85 CUATO C GUTTER C37-D /15> F-45 3 4 L F. Z. Street markers per San Bernardino County Standard No. 303 and 303A shall be con- 6" CURB 0 GC/7-TER (5Tu /A! �3�1_ F. strutted at each intersection. TRANS/7-/0/V 6"7-0 8'"CUl'10 f GUTTER 3. All pipe lines or substructures of any kind and telephone or power poles, water meters, CON1CfiE7-E- CROSS GUTTER (STD //9) 923 SF valves, hydrants, etc. shown or not shown on these plans within the limits of this CONCRETE 510E-iV,40TYPE ',6 " ISTI>. /05 x,25 SF. subdivision or in adjacent areas where improvement work is to be done shall be removed or relocated as required at no cost to the San Bernardino County Road Department. CONCRETE S'/DEl'✓Al1S f�Ait�/P Qj Ea• . CONCRETE C1Y0_5,5 G-UTTE/� 4. The responsibility of adjusting manhole covers, paving repair and paving replacement "AC. P�1VEMENT AVE t LEMON AvE" in connection with subdivision sewer and water line installations will be the responsibility . , (NER�GLSq ) � of the owner, and shall be accomplished in compliance with Ordinance No. 815. CONCRETE ,Ca�/VEYVAY APPROAGN �sTD /28) 8 eJ(d5F' /l RES. When curb depressions are provided for driveways, complete driveway construction ,vk�VE EXIST// A_C. BEF�,t'! !� j0� P Y will be required in accordance with County Road Departme nt Standard Drawing No. lt8 fiEMO✓E EXIST/NG PAvE�ti/ENT and related specifications. I`3EMOt/E EXIST//1 cur�8 $ GUTTEf� +V �f /o 6. If oS pha 14 ea.,cpws e As tvbs fwd dnrr44, A+s 3p4 ,w ?SII f frs,kr74 r'ie71v0'iered bY+b*-FPA. S/OEYVl1 LIS SRA/N for vse tlovwler A.0 ar/,' PC fha// Ake- &wl4emly ipP/red'01 A* om"rendml ST'TEET N.4 AAE �S I&&JI 4 EA. ►4e_ for die llv//pn,e I77e,7-1 or.16. Pv✓irx� STOP S/GN 2 EA. �� 7. Shading on street plans indicates A. C. pavement to be installed. I TENIzVRARY A.C. 45E1PM -+ 9 8. A permit will be required from the San Bernardino County Road Department prior to (0`-8"CURB O/1/L Y $� L F. 821570 L D IZIV'E any encroachment or construction within their easements or right-of-way. 8" A .c .$EeM - �EE SNEET 4oF5 A.C. FEA7,4/0VE,e y/(,�lL aA/d AVe . !2 090 sF -� 9. When asphalt concrete is placed on native soil which consists of a rocky material, the subgrade shall be prepared by removing all rocks which protrude above the subgrade and all voids or depressions shall be filled with a fine graded material of a quality better than the native material. N - " I0. At the completion of rough grading a material report and the proposed structural section W7 shall be submitted by the tract engineer to the subdivision section of the San Bernardino Z/ {(+ County Road Department for review and evaluation approval will be given when all structural section requirements have been met. UJ 11. Subgrade stakes, driven to the pavement subgrade elevation, shall be set by the con- 2b' Z2 (. tractor or engineer. The stakes shall be set at all hinge edge of pavement and crown - points within 0. 01 foot of subgrade elevation and at not more than 50 foot intervals. 414J Additional stakes may be needed at warped or vertical curve areas. Subgrade stakes N 43 > shall be in place prior to paving to permit spot checking of subgrade by inspection ,� 1• } , son.nel. Ol 1 12. Adequate stakes shall be set by the engineer to enable the contractor to construct the f" 1 work to the plan grades. 't 13. All sewer, water, and gas mains and materials shall be constructed to each individual �50MEQS1rT lot prior to paving. Li 1 _ LV D IVF. 14. At the -ompletion of paving a materials report shall be submitted to the contracts engineer 41 SEE SHEE >C>F .T w of thc, San Bernardino County Road Department listing all tests or determinations com- Q� pleted to verify; L 27 A. Stability, Oil Content and Sieve Analysis of asphalt surfacing. GONSTRUCTtON MOTES > > B. R-V clue, Sieve Analysis and San Equivalent of aggregate bases. Q 4o LU 15. Compaction tests of embankment construction, trench backfill, compacting original ground, and all subgrades shall be performed at no cost to San Bernardino County. A /a- CO/vST. `A.C. PAVEMEIV7' 2a '� written renort with these compaction tests shall be submitted to the contracts admini- }. 3tration division of the County Road Department for approval prior to placement of 2 C2�NST 8" CURB C3CJTTEI'3 /�L77 - 8. CD STD DLUG ND./I5 sub-base, base aced/or surfacing. 3 - 00A45776" CURB 4 GUTTER PE'i S.B. CO. STD DWG 11f�.//6 � 7� 33 3Z / 16. Road Department approval does not include water or sewer system or estimate of quantities. Cq�__ ONST. 7RANSiTION 6 TO <5 CURB O Nt..Y ' 363S Ld 17. A Pe-mid- mixt be- obko+ned frau, 0w Flood Ccn+rol Dtgl•r,ct 45 clam pricer co any c0gs+r0C4)cn COA07 COAC. C?T= GUTTER PER S8. CO. STD 0X5 NO. //9 � (� R !'Y � � w4hrn fhe. DIs4ric-4-s Waver) 5torrn 1-Drain. 6�-- CONST COIVC. SIDEWALX 4"T,U/Cfs PER S.B. CO.STD DWG. NO.lag TYPE A 744 }' 0 60' 77 CONST COQ' SIDEWgLK RAMP PER S-6. CO. STD. D94:7/10' //D 8 /2 /8 COA4tffr. CONC. CRCL�5 GUTTER / / 3 9 0-1NSr a.c PAvENIEIVT 4 - -, 4 VAQIES 1 /O CONST TEMF-C3PARY A.C. BEPM. SZ\� SYS _ , o g 7' 12' O _ B1oFG. i . Vp Q 1 E5 EMOI/E EX/ST CU)PB/6UTTE-E' - ��LTA L G _Levc/3 _ __ _ _ __ __ _ /4" I NEST 3 0 =� - EX ISTI N ��PEMOVEEX/ST. .A.C. PAVEMENT SEE S - - t MPR VEMF_K) %3 CONST 6�P�JV/TY NEADWQL L PE.P S.B. Cb• 5'TO. d!�(.�•• 2a/ I �- � � ¢ CONST. CATL"'NBA✓c/N TYPE A PER 5.B. CO. STD. DYES. ZAo W LOICAL4r �L I 1L 6 i G?EPPESS/ON PER 5?D_ DWG. 203 / I I NIG} , �-QNC� L��� NUS SEE S MEET 6oF� ��/cQL. S�Crio" FT pp EMENT C • _ � N DEX MAPA; COVSTAeA:CP 2EVE1zE-- A-�/�NUEv /a-CONST 5TORM 0eAI/V CLEAN OL/T P&-,e 6,6 CO- 5= 005. 206 �" = l O O ' ------ __ _TYP ��A L �J ECTI f��I --G2�1F'T✓UNC'T/O/V 57R 6-TU�PE NO. 0 FEA('OETAIL ON$NT. NO. 7 N t�,H L[�,N� AV E N U E f 9 - CONST. JU/tiC'T/QN STA'ZC7Z1AE/Vn. 2 PER DET{/L Q'V 61-Ir N0. 8 14/ �O, Z/ CON5T. 3C " ,P.C P ( OI / e,- F_ �9L.F OF 2¢"',PG'P C�/�C' NEA40WALL . /2 0.5' /2.5' 5 5' L 5.-S -CONST. INLET AV• / PE,e GLFTA/L O/V SAI'r /VO. �- ¢ --EA71-16e 01/E,e EXIST. A4.C. PAVE/VI ENT 1"OR SMOOTH ,VIN .(1'*M I N) (s/�,� Leve/--7 a 1 Qom, . "0.00 044 25 CON5T. BLLYK wal_� PER 5TH ND• 3D1 't o �W -coNs7." /2" cu'rB *GO77r2 Pr12 '5.13.00. 570 OWG IVO. t15CM13D1FIE0) 2 CONST. TTZAN'31T Iell (c"7-C 6" COREt, & C'AJTTEl2 ZB CON`3T. TIZA45IT10 W 8"TO 12"Cv EPo o N LY _ � 3 I I 3 �° t�rn� � U U U u L�J A•v��.1t�>=. F"ICQL �6ECOrIOAI Coo' W ---, -- -- -- -- -- -- --_ �O� St�Mt2SE7 0(Z1V'I= - W' C0A,7W,4=,17 SN,4LL VERIFY ,ILL eVAV/7 Z0At7 4NO OIA-feNMI0114 ' ANO _WXV_ 71 REFtORT ALL OlSCREPANC/E5 7Z) 774,E G (�----- -- ?ENT OF i0Rff. Q i I I I �� 1 1 r coo _ - '0 BooIq= 3 0' I .1 e' /2 ' PMTVATS. ENGWEE7V5 'NXMC-1v -rO C DNTRACT0T2N - -- - -- /0,5 ' 715c and /00o,'Zi0,17 047c7ny "Ode,- rd' Ul'//ic.1 or�rzx�ul�s F 5/bw� m > se ,o%s o� a�6r�ineG 6y o xo/r�i of'ovoih6� r ccorz�'s To Ac - 6csf 736 r ort /ao -40 c7tb`Y+/-c� s/ic5,cslir,�oc%s o. r sfiz�c/`ures , ` f , ' co�yio�ryo�n�c�o.�res ` t , .- /op/t+ . :-�o.ooLeveoo I•! �'a 3. _ 1 .P: ► 114:0YT/� fivcr6� cs r- 75 1&4c o// o� /mIAC Uf/7icsmao�y ams //7cs or- / sW I1I A1 :t:e00 ,1 ' I , m 7Y�p&12S orx/ is �j17 Z 1-�IGHL ANp ~r-- NUF_= U ✓�7 [�It'TY MAP -J.F KAPP R .E. 22015 Dh.TE _ _ Al-TA I~OMA &\/EWUE. NO. D.o.TE BENCH MARK NO . 8- IL-7 CRESETJ PREPARED IN THE OFFICE OF FIE1-01 eoOrS FiEFE : >aNcE COUNTY OF 5AN 5ERNAROINO WO. NO. ! 1 M PROVEM ENT PLANS FOR L E,q T O f-/G L O AVEVE R /VI • E S AL N6 AIV A F J. P KAFP 8t ASSOCIATES, INC. A,PCf�/BALO AI/E. ,4T THE $.W. CYaP /-//GNLAND ROAD DEPARTMENT AND f-lAVEi1/ A1/E5 . SETB,PASS TOS CONSULTING CME ENGINEERS - ROAD NO. WEST COAL' WALL OF'D,P�1//UAGE CHANNEL � AT 17742 IRVINE BLVD. SUITE 203 DRAWN DY APPRpVED TRACT NO. 9 SC&TN EIV.O OF ¢FT. C.'N,A//V L/NK FENCE �4PT TU STIN CALIFORNIA 92680 DES1GNED �' , ( F1 LE NO. WEST � SO. ,BOUlVC LANES OF/-/A MEN A4VE. 1 1 7 NECK 4 - C 6Y �j.�y E (71 ) 838 0350 A33'T ROAD COMM. ENGR. t�nT� V �/4G FT SGaC/Ti`! � fes//GNLA/VO .41/E'. p, . a, - W E 02 W�KAP;=R.qE. 15t '-7 RECOMMt-NDED VVY TITLE SH E.1✓T SHEET I OF 5 LEV /¢78 �o 22015 0ATl= HY re COUNTY ENC3iNEEP"S 0A_rE t .. � ` | � | / / - -_ to 0 to A 41 t 11 J . ul 61 J J J � - ; -11 -1 -i----� I --J-A cp in rn cp 01 A NJ to f�.4 L er N-1 i- A J-6 -1 1, A- 4i i I J 41 60 bO- | / lq- � | / | / ! /. | / | 43 ky i f | J | ! � 4] 4-J1 60* elo, z-3142' -3142, 937 37' P 17 el , all . ` , " . � | � | � 18.29 " !F;SnG`, 07� (pe V G 17Cfi ,F,ilf , O.C. P.I. = (So54CD ox O•G. O.G. i I I I I i a i 1 1 i t , ! i i I j 1 i 1 i I J ' ; j i ! i • - -. _�.- � � i : a I I f i •N i I 1 _ { i 1 ! - I U N i (A , 1 ; ! I i I 1 I 1 � � , , _ I � _ 1 _ _ _ _ _ __ __ .___ _ __ _ - _ ____ __ ___ - __ -_ __-- _ __ _-_ __ ___ ._ _ _. __ __ _ ___ _ __ c��� SINE + .c e3 : _ _1 P. 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CJ2\/F_ DATA 5EE 6HEET 'ZOF 5- �j 5EE 6HEET 2 OF5 Q �' QA'ld R�7I/?N L 41&.�3' T=Z 10. 5' ujgg R&TU * V Q as9tl.5o26"R ZD' d• 24 �I '� 30 y �e /e 2'5 i I 23 22 L=.3/.42' 7%W.60' 41 Z-24.36' T/3.915 / V ico_ I N I b �, I I 06"8 o CUXa BATA i? I l 7 2�0 o , 4x.43= 7150-00 I �� l 106 7 3+83.9 2. Zti !j 4- ' �� ' d-Z53'4424` R=3B' 11� 4� 37 3G, .t4• (�. L=/68.2'9' t ,�f (D �`�F of Cpl./. /a/ Z 11 �\1�1 moi. ib• 41J.'""bfe' 64•IL �1 47� � W ,\���� 1 w t - '�+�F sl7 2 FP ��• ?I' 4e.41550-.00' iFloo/v�� , . . ............................................. fn a'' 2 B 1 30 1 a p� ,. �•$ _ C0MSTZ0CT'10�I /VOTESuj 2 Cv�,s RETUffN ti pD v I �1. !� CONST. A•G . P4,VF-MEMT, a9 a - �o�' 1 L=3797' T2792' I 'f' N x,96' }"Ot �� 1 f(�� (..O'T' '�1" ` N --- CO"6T. 6''GUPB 6UTTE�P FL��P S.B.CD.sT� nvtRy. A10.It . C� I ®—CONST• CaIVC. SIDEWALK 4''7N/CK PER S.,B.CO.s7D. DWG.W. lobs TYPE "$'; ' dlRd ,DATA GURa R�TtJRN /T=!!Pa• !t Q=. S'.52%2"f3.6Z' Q=,9b'GbGb"R=ZD' L=969.3/' T•/B6'92' L=.3391 ' T20.67 L=3/.42'TZD.Gb' IU �i� 2'�'��GbGb" R=te• � . � Z�. L=,9/.42' T-ZO.GI�' • ALTA LOMA DRIVE - SOMERSET DRIVE 15ENCH M^f:RK N0. 8-27 (RESET ) PREPARED IN THE OFFICE OF FIELD BOOK REFERENCE COUNTY OF SAN BERNARDINO Wo. No. / WIZE EASTALD/tiG f•//614L4ND AVE FROM J. p KAPP a ASSOCIATES, INC. IMPROVEMENT PLANS FOR AoTci41CIALD AVE AT 77•/E.S. W COR. f•N/C3NLAND ROAD DEPARTMENT TRACT N0. 9403 AND NAVE/V AVEC SET BRATS' D/s/f /N Ttr° CONSULTING CIVIL ENGINEERS ROAD N0. WEST CD/V W14LL OF Q/�/NAME CHANNEL Of AT DRAWN BY APPROVED BY -50U 77-1 ENO CF4fZ" CNA/N L/Nff FENCE 4¢FT (7742 IRVINE BLVD. SUITE 203 DESIGNED BY WEST it -w BcomD LANES OF HAVEN ,4vE. TUSTI N , CALIFORNIA 92680 ��QQQ '�•t - -- -. ALTA. LOM�► DRIVE _- FILE NO. 146 t:- SGYJTf� g` 141&14L.4,VD AYE. HON (714) 838-0350 CHECKED Y ASST ROAD COMM. EN ? DATET - (4 .NO. ELEV- 7478.026 s-2--77RECOMMENDED BY SHEET OF CJ J.P. APP R. .E.22 5 DATE NO. REVISION BY DATE COUNTY ENGINEER DATE t i I t I i i i i I i I ii I ; i i I 1 'I t XT iT AA , I I V i i , i i : t1t r i 1 w I O.C . { i ; ; j i t i , 1 , I , i i , i i { 1 1 i ; -1 ( o.c. 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J /Af&e-eA5r ALGYU f 11&1- ANO AVE fROlyf IMPROI EMENT )CYAN5 )CUR ARCI-!/BALD AVF AT 7�E.5 o, cvR, N/6N[An/o �D�� p 0G' ROAD DEPARTMENT AND 1154NEN' AV, 5' .SET.BRAS DIUAr /N 70P mi r caw m&z Qr ORA/yAGE Cf�/ANNEL dAr 177,0`2 /,QV//YE OLVO„�2'0 5 DRAWN BY APPRO✓ED 491r, 7toqAC7 �O � RO/.�O NO,�U7x/ END QF4FT. C1*44//y L/Nrr FEi1L'F ¢¢� 7r4/3T/N, C,4L/F )1680 DES/6NE0 M, WEST � SO� 50UNO LAN,E.3 Gir' HAVEN AVE P.W4NE /¢ } em-0350 r R�Q d /46'17" 771 N�GNLA/1llJ A1iE / CHEC.YEp eY �'- FPLC- NO. r `(J ..- �_� .4.'2'ROAD GSM. E/V OAre W . N V 1 ELEY. / 78. 026 5-2-77 REC•A+H"�NgEo eY SRISTOL DRIVE .E, 220/ oarE N0. EV 0/ON eY oA7F CMINrY ENs11vZER A472r SWEET OF � t i i I N ts tQ � -4- 4, m � + � � r r ' o0 0 I i � d• e0 N1� r i G t-cp ,9 0 0 d1 0 N 9 ++ 1` - { Sf Ito v V • : � _ / 1 - G1 _i 1 j 1 - ((fin _ _ - - ©on -a--� � --- - a`i cI I III.1 I EA- O d rte — - - -- - - . Q - O ; 0 i comon � 0 0 6� N _ � �9 0 $ t< 4tp i — i i 00' 10 1 0' I NG'Le� I i i i _ rp m PEVERE• AVE. 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SUITE 203 DRAWN BY AP VWED BY weer END , 4Fr c .41v41V L/NK FENCE FT T HE (71838 CALIFORNIA035680 u+E KED - •`' _ _ 1-�I 1 G N l..A N AVENUE F'`� )'° 164_u WESTct �.� BcxJNO1, LANES 0FA1 VEN AVE. { �sT App" _� . N 1D 1 0 /4<o Fr. GOW-1.1 S6 H�GMLAND AVE. Q , A Ro CDM ENGR TE El-FV l478.02ro P. K PP R. .E. 22015 A� RECOMMENDED BY SHEET Jr OF S NO. FtEV1S10N gY poTE CG7VNTY EWGINEF_2 DATE I •