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HomeMy WebLinkAbout682 e 95'' /05'f _ (See Nofe /7) �- r--� RAV I R/W lee �� 1 Excavation (S)reets On/y) 8�/2 C. Y • " �I 2 C/eating and Site �reoarafion - - _ 3 �' Concrel-e B/oc.� !ya// 30' c 4I I 0 ¢ 8" P.CC. Curb and Cutter _ 3,¢�3 _ .57 � e _ 1T 33' Q � ��nvoc�eo' S 8 SCC. Curb 0/7/y place Gv�de 6 8„ A.C. Dike 594 2 2 11 Marker�r " A. W �F E sfdNo. ' 7 D.25 A.C. oveT�o�r�oc���/I/Q ve /Ylo><erio/' 2798 S.A //1 v; k 7 �vewe 10.5 0.5' v <Z� 'A.C. over AloAlve /lilateria/ mss, 335 �►' 4' I �.P 9 PC.C. X- Gullet- and /9 /O b.3T0.69 0.36 SLOPE Ex. ovE-rvAr S/cvv P Q " ' �.P�/oca � a' LEVEL � LINE 1/4: i N - �_ .149 C.C. S/U/eWc'�//C /-S; -�3.3 •� ,oro s PCC. Driveway A n 7 920 W _N /a /! 8 I Y :I -a% _2%_' - - - - 12 C�/Vp .Perno vat _ -� - ------ 41 --- 73 L F APrLOCATE"ONE-WAY" 13 Pavement Removal 2957 5, siVw TO NEre� - _ E.P 14 Standard 305 Barricade J Each Q j I CONSt0.20'A.C. PAVEMENT VER ., of CO MP 18 C /.5 .3 Co/�cr�f� B/oc.F l�l/a// COMPACTED "NATIVE SOILS J_ �/4ya.J a •• /!201/8 �XlS� Q.C. q) W 7 E /�'�' /<o /8" C.M•G. L�i-ai/� /ix/Uo% D/dir78oX Goirs�i,vc�i e n� � q CONST 8" A.C. DIKE PER STANDARD Lin�c/C�u1i`er /7 Cu/o'E /Yhrkc7-s �S !1/0. .30¢ Q NO. 117 /-�con5 frUCf,D�!- S ,Each CG»sfruc� 51aI /Vo. s o I �acf, Q CONST. P.C.C. CURB AND GUTTER (8" CURB 8oX �r I�fdi% mow t- .� 2/ p q) /3 .� (o FACE) PER STANDARD NO. 115 Jnsfd//.�Gu�oe I'Tsfa// /-3 8U1�o" Y CONST. P. .C. SIDEWALK PER STANDARD NO. 109 Q Markers per.S/o! Markor-s 2' K/Ps1`o f O (TYPE "B�) /Uo. ,30x/ new edge o{,craving BE/VCN MA/'Pfl% SAN BEf?il/Qf?D/�(/O CO ,B/L1 A/O. - 2/8 r L EF r' TU,P/V LANE DETA/L Chis 27" on 0r-air7 bok o/ �tIW coi-r�ei- o/' 11over� .4verwe 22 s SECTION IIAI'- "N' --- ar7d Lert7o/7 AYertve. c KINGSrON STREET LEMON AVENUE (See Sheet No. 3)� v _ SCALE: Horiz. 1"=10'; Vert. 1"= 20' COA16TIFUCT/ON �QE'/VC14 A-f,4 QK hP3 4 R/W R/W 2' 3 3 R49i/rood 5,oie& i/7 .4. C. ,Bci•-177 ort Ih� wes1 s'iote o,n yok.er. I �, 6rransi/ion A0/Z'le{1 AVe/7ue, (0600 ' rtorfh of Le�rnon �lvertve. 41 -3 l 60� _ EX. Grow Turn Lano� E/e✓ _ 1592 83' = z¢ is Zoo r7 td i 30 30' _ t sy LEI�EL L/NE sy, 5,. GENERAL NOTES o ,.5 = 12' 18' 18' 12' 1.5 10.5 12.5 5•5 5.5 12.5 10.5 1.5 �e'cons�rr./C1,4. Feather 1 , ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE STANDARD SPECIFICATIONS OF THE COUNTY OF •31 3/ 3p 29 , 4' 4' Gu �r �t//�fiZ"A.0 ,�� �' - / AL ol'or2!n/n• SAN BERNARDINO . CONTRACTOR SHALL BE FAMILIAR WITH AND BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARD 0.44 i 0.66 0.50 F 033 SLOPE � J SLOPE LEVEL o 0 LINE 1/4":I' 1 C'or�s 4Z5 A7�ovei- SPECIFICATIONS . Co//ooc� /Yo ve So/!,s 2 , STREET MARKERS PER SAN BERNARDINO COUNTY STD , NO . 303 & 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION . 0 3 . ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES , WATER METERS , VALVES , HYDRANTS , .R�move' fix.,4 . /incdCull�r -�_ ..�- -30 /O I. 'r �u � ETC . SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION OR IN ADJACENT AREAS WHERE LEMON AVENUE (See Sheet No. 3) W � IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNAR- W DINO COUNTY ROAD DEPARTMENT . CONST0.20'A.C. PAVEMENT OVER -`� 9 ' COMPACTED NATIVE SOILS A! 4 . THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS , PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH CONST. P.C.C. CURB AND GUTTER (s" CURB M N N N SUBDIVISION SEWER AND WATER LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER , AND SHALL BE INDEX MAP FACE, PER STANDARD N0. 115 S�'CT/O/V E' ^- E ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORDINANCES . CONST. P.C.C. SIDEWALK PER STANDARD N0. 109 (TYPE"e") Vd-, tvo a 5 . WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS , COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN AC- CORDANCE WITH COUNTY ROAD DEPARTMENT STANDARD DRAWING NO . 128 AND RELATED SPECIFICATION . ; 24"x Z4"std. cast Iron SECTION, 111311_11 1311j 6 . ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE Covedly ,Vo - ZoISmbr� /2' SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS Foundry No, A- 2o/s or��ai VA'LINDA AVE. 8t KINGSTON ST. LEFT T[l.2nNLANE OPERATIONS WHET HER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS . • . , . •W¢Q,we/s �.6"o.c. •• : .�. _ Vii_ SCALE: Horiz. t"=10'; Vert. I"= 20' � W ,;� � ' � h � � 7. SHADING ON STREET PLAtJS INDICATES A . C . PAVEMENT TO BE INSTALLED . 00 I � v Wp J 8. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACHMENT OR I. aW CONSTRUCTION WITHIN THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHTS-OF-WAY . '1i /.O .• •N. �} _ _ _. • f A0 </4vo) 9. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES . ' R/ilk' £ R/W .d` TTT1_7_x<< f J -2 R/W ��a � 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK OF THE PLAN •�sig %4'•/. . I -- -- I 1 1 GRADES . over 2 !n/n 11 . SUB-GRADE STAKES DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION SHALL BE SET BY THE CONTRACTOR OR ENGINEER c'/ass 'A "Concrcfc- - 8"x24'In/cf 60� Col7s �2S'�Co��r THE STAKES SHALL BE SET AT ALL HINGE , EDGE OF PAVEMENT AND CROWN POINTS WITHIN 0 . 01 FOOT OF SUB-GRADE } P/ace 104 B.7rs s� ?4 30 30 � �o� aC�`ed�lb�ivp moils . r� ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS , ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL PROFILE /2"'o.c. 80117 Ways ��" 12' 18' IB' 12' Ya,-,�sfe'r�o l' CURVE AREAS . SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO PAVING TO PERMIT SPOT CHECKING OF SUBGRADE BY PLAN INSPECTION PERSONNEL . 1.5' 10.3' 12.5' S.s' S.5' 12.5' 10.5 SECT/O/V loc "FN 12 . ALL GAS , SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH INDIVIDUAL LOT , PRIOR TO PAVING DRAIN BOX DETAIL/L - _ -- ---- -- - - _ _- _-_ __ --- ---- 4 z Z SLOPE 4 f/oi'.a- /"=S' • SLOPE 33 22 33scq�E : 13 . COMPACTION TESTS OR EMBANKMENT CONSTRUCTION TRENCH BACKFILL COMPACTING ORIGINAL GROUND AND ALL 1/4 :1 LEVEL o LINE 1/4":1 SUB-GRADES SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO COUNTY . A WRITTEN REPORT WITH THESE COMPAC- o -2 ° TION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR i ..-•- -2.0 /° 0 %-••'- I APPROVAL , PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING . w/[saw AVENUE ( ; • EXisf 3"x3'Conc. a a - orain8ax /o 6c �1 14 . AT THE COMPLETION OF PAVING , A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN W f_. " cf/4FFEr CONPTCTEDNAT PAVEMEN�OVER removed BERNARDINO COUNTY ROAD DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY : W W n + COW[E6E COMPACTED NATIVE SOILS / • Y * ■ . G7 CONST ec.c. cuRe AND GUTTER (e CURB /iso - _ ( zs�Z (A) R-VALVE , SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES . } Q W W FACE) PER STANDARD N0. 115 EXisf /8 CMP OrPAJN Q CONST. P.C.C. SIDEWALK PER STANDARD No. los (TYPE "8") _ ( B ) STABILITY , OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING . Ct o XA7ACT SECTION 11011_ 11CII = J __-� 15 . WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL , THE SUB-GRADE SHALL ✓�/Tf /8. BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL N LEMON AVEUUE DAKOTA AVENUE Cors�-ricfpj-dinBoa• I E,�isf14C.Lii�c��v1i`�r BE FILLED WITH A FINE GRADED MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL . A SOIL STERILANT fo be /r�nov�d REGISTERED BY THE E . P .A . FOR USE UNDER A . C . AND P . C . C . SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER ' S SCALE: Horiz. I"-10' ; Vert. I"=20' L.F. "C•�.P. , rade. d,041vaoxoErA/` a�Le�i/. RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING . Q DRAW BOX PELOCA�/;!O/V 9 16. AT THE COMPLETION OF ROUGH GRADING , A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTION SHALL BE HAVEiI/ AVE. SUBMITTED BY THE TRACT ENGINEER TO THE SUBDIVISION SECTION OF THE SAN BERNARDINO COUNTY ROAD DEPARTMENT 90' FOR REVIEW AND EVALUATION . APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL REQUIREMENTS HAVE BEEN MET . /9 rN STREET T. S.x R R. 0 70" Q Q 609' Ekisf E.P. 11. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE W 0.50' HIS OWN DETERIII NATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH ��5"SrnooTh Cut Line IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK, j Const (o' C/oc,(' N/o// i8, THE 0 . 10 ' A.C . OVERLAY REQUIREMENT MAY BE DELETED PROVIDED THAT : i ,oer 9/0 /'1 30/ III 0 P� M � 3 (A) A FIELD INSPECTION BY THE COUNTY ROAD DEPARTMENT DETERMINES THAT EXISTING PAVEMENT IS IN /o, 5, SATISFACTORY CONDITION . + (B ) AT THE TIME HAVEN AVENUE PAVEMENT IS CONSTRUCTED THE EXISTING PAVEMENT REMAINS UNDAMAGED BY FtiSl PY1r f 2",�-�cefhtr ASC. /D"AC Ove /ay I 1 CONSTRUCTION OPERATIONS . (see nofelBJ P !� p% S/o e Provio'e a�oen head - - - VIClNI T)"" MAP C = /5 _ _ _ - -/5� -5.p/ �4� '�� Joir�fs /n every - -. _ _ _. _ _ _ _ _ � � -- - courso of ground level. Sco%. =250' p�o�Sfozs'ro�'�'',4�a��r _ _ ��� �. C'or��✓oc deo/ �v Five .S'oi,�s• �._'.� - ob/iterate A?C. Const S.t�v. ,oer 5/V1/1/0. /09 C01761 PC'C. Curb and Gutter (B Lined Difoh . Curb `Gee) ,oer S/ar?dard No. //5 Tyne A-�Modifi'ed,�. SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR Contractor agrees that he shall assume sole and complete responsibility for job site SECTION 11 D il- 11 D 11 conditions during the course of construction of this Project, including safety of all persons i and property; that this requirement shall apply continuously and not be limited to normal HAVEN AVENUE 4 working hours; and that the Contractor shall defend, indemnify and hold the Owner and the Engineer harmless from any and all liability, real or alleged, in connection with the Q performance of work on this Project, 4xcepting for liability arising from the sole negli- NO SCALE fl.9vo-iV AI�E'iyU�' - 9 O rnce of the Own - -. .. �� r ri._. r. r. �� __ -. - - .� , _ __ . .._ - _ _ - �, -_. _. � -..•., - ....Y - _ , . r Y . .,.. z._ g Owner or the Engineer. Oi4.f�0T// f�l�l-/Yl/C = S.D I ., .�o/O�Po�o/p/p/ovcO� .5'�r!/CT</�4� �, lL•l•1'1 � � 1 _ ° 75 Date - RCE No. r t i Vv INDEX MAP, GENERAL NOTES, ' - -2z 77 TYPICAL SECTIONS, ESTIMATE Dwr.. No. Ip82 OF QUANTITIES ETC. 1 77-1 1 _ 110 m /f Exist A C. L1r7ed D/fch 7& " R/ghl-z of �'I27,o, f�ave� Ave. / of Z-ZI77 .,//aye/7 Ave. /5cla0lel _ Md Rt v p /o �k Top of Curb 70 /Piyh�` � W ` A C. �.�5 ZI 7eo' Gutter, of �I/rip,f�ave�Ave , , Top of Cort5 70"Ri hf 0 of Imo,haver/Ave. o f 4 r EX/S/ Sor-face 90-/Piyht Nailer? A ve. /550 )et. ti _: Q E,risf Edge Pav�f �9 .Pigtif E° v 200 I/C a ; r h/aveI7 Ave. 51 144 Q\ • J►, ^ ^\ _. '�_ `.risf Zo9 e Pav�f � E 9:Pi hf o o g a Z Imp, HaveI7 Ave. E,risf A.C- Lir7ed Ditch Q*, .` r��D�Pt %• ��G� 7� 'Ri hf of of v ti _ 1�' _,,, 9 1590 I�r�rove�e��, h/Fme/;, Ave. ft 2�i4ccess /Poad /Vafu/-os/frau.. a I 2 .o.POF/LE 26 'A CCESS ,PDA Vel 12 13 14 15 16 17 18 19 20 . 2I ti DE TA/L A v CoIVST2UCT/a/v A/DTES s i � C •ev U , ^ h .Pcmovc exisfrn9 A.C. Q/R/ 10 20' sp p :4kW tD 0 ® ,Pemove �xisfi/x� A.C. c� NCO Consf�ucf 2-9 .C. 04� per-Std. /Uo.//T. a Q �, h'k 3 Ca�s�i-ucf 0.20' A.C. 01W � W N a O V� \O ° © Remove maxis/ii79 A-C. /ined 9uffsr Sfa /9f83.30 7�o S><a. 20t74C69 P1. CNN� q �i � w � b l � � Cor�s7`r-ucf a.20'A.C. /ineo/ _94171'e,- 7'0design�/aur/ii�e. i EXist£R 1 -CAL - J 12-,,1900 h'aveo Avenue= SEE "LEF?' TU,?N LANE A B .• ti TA/L SHEET/VO. 1 is I-►B 1This Shee/) �,� OD OD00 L erno�A venue - 82zoos ,t , � �� • De eai/ S.$.C•F.C.D• STORM 0RArrV O.2OAC. i A/O SCAL E D a (%'ee sheet/I/a1� D/"i9ina/ iv o1 oz' zs E Tip//C� END S�G'T/O/V UariCs --- � u �• /9f82.39 � . fi�adP/7 .q✓e. �e oefai/ J ry /f1a0 .. - .4rd9 /i+OA /7raD ,O /9r A0 ( 10M0 ^., n oo �Im rovemen� �� /� VIJ ?/7 \ A V �nu� 1xlS/Edge Ae Shou/oyer y � , Q v _ ---- _=- -" - --- - -- ---- -- - -- `__ --- --- --- - - - P, C220AC Lined Gaffer `c —/P�mo✓e exist——O — — —--! lop h � /9 83.30 _ _ + w 104,11 � 1 29"X/e"C.Ri1P.A. N V Saw Cif Exist A. C. Patirrif, Sfa/Z�93./9 to `O �� 10 yy¢ Er�d Curb Gaffer CD/7Sf to �/a�/ O`�' Z' I \ o so h�ti� ,� 2 7 0 �` Dk fee E�9"T Fi// Exisfin,� A.C. Lined Sfa. /9 83. 30 aid Refr�ove. o ¢ r y =s' - - / - — Exist. Lii�in�-vim/ g - -- --- - - - -- -- - - - - - - '- -- ` �ifch atter b/�akin9 - - - _-- - - - -,z _ �_ - v� A.C. L/i7/n9. �-, -,-----, ti I Dike Dale 4 ��4� ,°o a' 3 i b ' '77. I �`' D 20 A/7/ /7 Gl/-7/I SEcrZo� B`p a= B9Z6'3B" 5,, oo. Fi EX�s A. C. L//�ed Orfc , �Sfa. /2 93. � f � -SCALE - — �o t 3 �� sfa / 83.30. Break UP Exist A�' Ditch f� �P/W See OM7i/ A 3� 24 23 , 41 I 22 21 N ' 20 2lo'E,-77 �q enc this sheet z6 x zz' z t.`� Curf> Do^fa ,n �y a Access E`srn f o� E Ee .vcr 'ges'�f 0.5' Q� R= 20.an' Co�Sf S.LV Per C � -`� 3 • 9 � . _. . ,�.� , �•1 - n a ��� O.S/ r r sal/=�- T. Z4220S7`o!No. /09 Type A tlVod.� • LEVEL uive ii ZO/ 2 �: *Const Wall T ensifion �,° � � . See Sheet No.3 ' �p x/'0/77 .6 f'o 3 : �; ; P✓m'� OVCr cons arC.�� Exist E.P. Ep W e , V� na><i v� i. -!•i�•� :'s' ' —a1 % SECTION "G ,_ ,.G11 FL E.►-isf A.G / 2 - I Linrd Di/rh. ¢ x-Gufte� ----------- fz' ofX-Gu/fes- DA&OrA AVE. NO scdLE SEESNEEr No• 4� CONSTRUCTION NOTES : FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS PLOT PLAN INDEX s�crioti E�E • CONSTRUCT P . C . C . CROSS GUTTER PER STD . NO . 119 .Devised C'ci7s7� �/o�� " 7 1�- ( ? ROAD DEPARTMENT TRACT N0 9475 Ira SCA IF CONSTRUCT P . C . C . CURB AND GUTTER (8 CURB FACE) PER STD . NO . 115 . Y • ROAD N0. 3 CONSTRUCT BARRICADE PER STD . NO . 305 AND 305A . DESIGNED BY APPROVED BY 4 CONSTRUCT 0. 20 ' AC PAVEMENT OVER COMPACTED NATIVE SOIL . DRAWN BY Ss ra c ) R. DWr Hoven Avenue LIMITS 5 CONSTRUCT P . C . C . SIDEWALK PER STD . N 0 . 10 9 TYPE B CHECKED nr ' ``' 7C��T�fb71�COMMM I laR ERIE. 3JCT�' 6 CONSTRUCT 8" AC DIKE PER STD . NO . 111 . .NO• 7 CONSTRUCT A.C. PAVMT PER TYPICAL SECTION RECOMMENDEDIY MARK REVISIONS APPR DATE D c U SHEET 2 of . 4 CHIEF '77/ I rk /!/afzra/ Ground 30 Leff CuI-6 Re frim V 3iG�' U vN -o.so 101, Curb Z2 Leff � o � Na � � hh Top of Curb /� Leff N ,_.. k ` ��ehll-ol Grou�d .33 L ell, "' °0 ° /!/ f r-a/ Groe�7 C NBNF � a 1550Lt. �� h � , /570 ^ ti o � o 0 � mF o . o co V/�=/ Pauco�S/o e "!��i ,92s, N wo.-35� Top • n 4V 1/,!f � h p �2�5°I-'" Top o/'Pav��er�� � � • � ^' Cu/b R[/vrq � - N h - _ a � h o �o'vc h ` _ Too of CUr6 /8�Prghf � � • 4 S i 3 _ 4 5 _ 6 0 2 3 I } Curb Dafa �+, � - • 6'We// 'q: F a_90°33'rz' Curb Dafa Curb 411 91e Curd Dafa U. L s Y005- Vann ds A ve. Dako fa Ave. Curb Dafa 1 /4�61Z � T- zazo' a= e9°s'33" cSheef o a- 9o•�'Z7' a m e-90''00" o- o0 oa" lio''/i/7dd Ave. See Shee/ 111o. 2 3/.33' See N . .4 �, 3,58- � See Shee/ Alo. 4f � _so 27- ,1l9.9Z ao' so. Looa See Shee/No.-�T= ZO.aB' p 3 T-37.3� 33 32 -le� 3/ 30Z970qj e29°33'23" �. "�� J �• ry L 2J 49' � �.S�E�IEETNO.fJ � �. Iz 9.°' 5 3 r D*4/ 4 EGe I �� ECR -� 0 W B 6 0 -- /3Co. 7 -- 7 Iva//Ta"SIA", roar(!b 3' t I I (➢ -� t ' 1 3-'/B&XV orl ID. haven Ave. 7 CQ $ 3 _ 2 m �v 2 8/OD Kin stop St �� PI `' Ip( � : �s r OtDDOD L e/rron Ave. o o _ - /- Crown TeslfYerN AVENUE 23h�, h3 rte M a 2- s `� '� 3�0/.87� //a in a Ave. tI I V Crows Lr'ne �:. 23 of 11AV. yB9'SB"50 "kms,° + t le= 5e.cn' A� d�/37°O6',fe. � t r�aai��n7 Im ro v�mcr�s T' 147.G7' t SEE SNEE T NO. I) S 09.5/�L emote Ave o �` ^I S �.8 9 ,�T�' 7 2 G3. 7,eL O DD. OD !/a/inda Ave. NI ,8�� Insfa// R�sf w/fh &Oe)c/ec�or Z4 \\ ol�p b6 Per Sfc�! /VO. 306. �. 25 I 26 Z7 ,/ Zelw ? /"I Yelwe O�D.OD fCin stop Sf C��6 Data Curb D�OQDD G1�kot`a Ave. R= �za� a- 23°33'23" R= zO�' See Sheef No. -� L= IS.49' D a 90 00 GN' 31-fZ' Va/inoda Ave. T= 20.ato kir�9 s ton Stre e t CONSTRUCTION NOTES: FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS PLOT PLAN INDEX ,���sCd �o.�s �o�e � 4 �t.« ROAD DEPARTMENT /� 1 CONSTRUCT P . C . C . CROSS GUTTER PER STD . NO . 119 . E TRACT NO. 9475 CONSTRUCT P . C .C . CURB AND GUTTER (8" CURB FACE) PER STD . NO . 115 € ROAD N0. ' 3 CONSTRUCT BARRICADE PER STD . NO . 305 AND 305A . DESIGNED BY APPROVED BY 4 CONSTRUCT AC PAVEMENT PER TYPICAL sEcrr0N I DRAWN BY Lemon Avenue t _ LIMITS 5 CONSTRUCT P . C . C . SIDEWALK PER STD . NO . 109 (TYPE B ) . ' ckccacomy • ATE" �82 6 CONSTRUCT 8" AC DIKE PER STD . N0 . 117 . i ��� 7 CONSTRUCT WHEEL CHAIR RAMPS PER STD. N0. 110. (,P-U_77 RECOMMENDED OT Kingston Street MARK REVISIONS APPR DATE uNTYENGINEER '6ATE- SHEET 3 of 4 - 77-1 77/ /1/afUi~a/Gro�r�d 4917 CUwes �f ioo PIC .�- ' 30 Leff "� Nat Grd. Top \'� - ; 90.9ZT.C. 25.49 75.88 �d YCy ZZ.92 2549 W J - /�5.9 30 Lf ti so vc /8'Leff v ` O as _ � t� 3D ZPff �°f V� o N (o � • " 30 Leff f v N o° ° j v ti '�-if/af�ra/Gro��d �1 o U ►� V f \ yah v �� 30 Leff � AI/a,�Gro' '` Tom of��rb /BLeff �, `!� G °° v a D r5 / l o.so/ h ti *S 8 Tom 0/�avomer71 a m �, /D 6�,End ��f -,.= S hq h N h G \ dZ ito l� J W $ ^ �, 4949 w W ^ v ti '�/Yaf�ra/Gro�r�d y ,: ►n /l/afGrd :.- o > Tom af�ve/ ryf v h o , � � tiN ao v o IS50 ZA S3 A, = o/a . f a =-- o > ti /5701f q h .�,�� 15 0 Lt. 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C . CROSS GUTTER PER STD . N0 . 119 . �. � �2'I� ROAD DEPARTMENT TRACT N0. 9475 ROAD N0. 2 CONSTRUCT P . C . C . CURB AND GUTTER ( 8" CURB FACE ) PER STD . NO . 115 . oEsicHEo BY APPROVED BY 3 CONSTRUCT BARRICADE PER STD . NO . 305 AND 305A . _ Va I n d a Avenue it CONSTRUCT AC. PAVEMENT PER TYPICAL SEeTIoti DRAWN ,� 1.2s•1� LIMITS 5 CONSTRUCT P . C . C . SIDEWALK PER STD . N0 . 109 (TYPE B ) . > .. c►+ECKcotr�' /r X � . TATE- 6 CONSTRUCT 8" AC DIKE PER STD . NO . 117 . Dw�.1�10. 7 CONSTRUCT WHEEL CHAIR RAMPS PER STRECOMMENDED BY D. NO. 110 -'L2-7� MARK REVISIONS APPR DATE Dakota Avenue 4 "BATE- SHEET of 4 77-1