Loading...
HomeMy WebLinkAbout630 1 1 f l' , 4 14 ENCH MARK . +- 1- .I-- } _ } Wit-- I -w - +=- _ $ 7 t -+ 1- - • I- - } - _2_ 1 1 1 I : _ -1_ _ - - _ - f--- 1 - - _ - - _- - ♦ -_- _ - � M 1 �EE TCE RETCN/Z N.W CO R HILLSIDEDE ROA AN HILLSIDE VE./ � _PACE z.1, 4 , C 5 8. M. d- G EL NATIONs / d 1 {}r• }r► t , ± , , L - - - - - J .01jr } i - . + �, . L ALL il'OR SNAL !� DONE W ACCO?DAMCE wrm THESE PLANS AND THE SANWRNARDINO STANDARDS AND -- , , + + i SPECIFICATIONS: , 1 _ _- -- _- _-. • --# - -_�. --} _ :----.-,_ -- ----I--_- _ _�-- - ___� �_ ___ _ __ __;___:. $--}- -- --W -- . __ _ _.__ R SA RNARD/N COUNT STD. N° 303 AND .303-A SMALL SE CONSTRUCTED T EACN , - -. t STREET MARKERS PE N 8E 0 Y A p - - .-AL INTERSECTION. -`� # # j + j/4+ - I ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND SPOWN OR NOT SMOWN ON THESE PLANS i'IWIThIIN THE LIAfnS 1 j - __ j _ _ _ _ .. _- OF THIS SU8D/VISION OR 1N ADJACENT AREAS WHERE IMPROVEMENT WORK !'5 TO BE DONE SHALL BE REMOVED -- + - _ - - - - OR RELOCATED AS REQUIRED AT NO EXPENSE TO TME SAN BERNARDINO COUNTY ROAD DEP A4 THE z 2 a _ . - - ___ _ { - + S[J 5 Q 5 3 INCLUDE E T Irill E E P -_ +}_.- _ -I_ - ---,_- -_- -- _-. -- _ -_ _:}_ _-_ _�. ...-. -_ , $ _ PIPELINES OR 8 TRUCTURE REFERRED TO HALL NCLUD AND ARE NO L T D TD 7 LE HONE t7lQ _. _ , x71 VALVES, HPDR TS ETC. - to • _ , - _ - _ _ POWER POLES WATER METERS, A11I , -- - _ $ + . ; - - , _ ; _ .. _ _ t _ . _ + _ - �_ _-' _. + COMPACT/ON TESTS OF EMBANKMENT CONSTRUCTION TRENCJ�I �IICKFILL COM'PACTIIVG ORIGINAL GROUND .ice _ - - - _ # # G} , + - #- - - - -- - __ j � 1 '- t - ' x3 - , i AND ALL 5U8- YRADES SHALL 6E PERFORMED AT NO COST TO 5aN BERh(ARD1N0 COUNTY. A WRJTTEN REAOR # T - - , ' ' - f r� �p.� . .._._ �� _ �- - -,EX/�T$ ,�I�� L7 _ �A . . . _._- ?1 , . .__, � ._ , _ �- COMPACTION TESTS SHALL SUBMITTED TO THE CONTRACTS ADMIN/STRAT/0 ON OF _ • , • � WITH THESE CO BE N DIV/5/ _r T , + 5 MATERIALS N _ � ROAD DEPARTMENT E F P O L PRIOR CE ENT OF !�A E MA S A D -- -- -- __ --- -- - - COUNTY D ATM OR AP R YA R To PJLA M i _r _ -�- -�_---� -�- - THE GO T Y R P NT , R R /QR j 1 ' 2 I # _ _ a , I 1 = �. 1 � � ; = # , $ t _ �: - - y � # - # - - ' _ � - I -- __ - ' SURFACING. , - { ! f , - t ' + , - + _ 2�. F O E E V/ J VIW7 R ACE N $ I _ , _ �} } _ . - , - ' -- -' S. THE RESPON5/81LITY O ADJUSTING MANN L COVERS PAVING REPAIR, PA EPL JNENT IN COlvNFCTlO WITH -- _1_ i _- -- _. _-_ __ SUBDIVISION SEffRAND WATER LINE INSTALLATIONS WILL 8E THE RESPON51BILITYOf THE OWNER, AND SHALL BE __ _ I �y + __ - ACCOMPLISHED /N COMPLIANCE WITH ORA/MANCE N° 8/5. --t--. ---� y - -+- - .._. 1 � -+._ _y ._,. ♦ , _$ ..-r_ .+_ -.} .1 _ ---} V' _-.�.. _..�. _.Y_. --1-. _-_-}-_ _ -T-_ _ -.-4T _ :�_}_- � - --' }{- } ♦ .. :.- .}/}yam..- �j♦}}-. `1 ♦ _ I _. a $ _ Q > I $ , _ { __ - _ f _ WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED t-L # '1 r I - -- - 4 rt , r , { _ TN COUNT ROAD DEPARTMENT' TD. W NO ! AND RELATED SPECIE/CATIONS. . $ : ♦ { + IN ACCORDANCE W/ Y R D 5 DWG. ?8 A _ r - - _ __ ; -- -r-?- - -.- - 7, AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROP03ED STRUCTURAL. SECTION SHALL - , + j - , _ -, 1 _} $ , _ ♦ : j 1 # { # ; SUBMITTED 8Y THE TRACT ENGINEER TO TME BDIV/5/ON SECTION OF SAN 8ERN4RlJ1N0 COUNTY ROAR - - - f - - - _ - - -- - -- - } I I - _A x I + i C� - � I I _ I , 2 - � I 1 _ �_ � DEPARDEPARTMENT FOR REVIEW AND EVALATION• APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIRE- L. , f - _. - ! -- - t NTS 1�{AVE MEN MET - _ # - , .. . .. : _ :_-:- _ �, . -_ .. i r_ -- _ _ A PERMIT WILL 8E REQUIRED FROM TME SAN SERNARDIND COUNTY ROAD DEPAR7ML�NT PRIOR Tt�A1W _ J j 2 j 1 - I ; j } _ ENCROACHMENT OR CONSTRUCTION WITHIN THE ROAD DEPT 'S EASEMENTS 014 R/GNTS•Of• WAY. _ I ; I 4- - - O T - - - + � I # 1 a ADEQUATE STAKES SHALL bE SET 8Y THE ENGINEER TO ENABLE THE C N RACTOIQ TO CONSTR(!CT THE WORK -- - _ __, _�_- .-_tVp L F �J�4 T . '/.� _ _ - _- - w - - -_�-._ _-:�. foP bf, T' C1UrP.. t3 , {+ ,_ r _ _. t , TO THE PLAN GRADES. _ ,i r _ -_ _-- --- _ -_ -__- --_-- .--_ _-__ _- _ -: :-- + _ __+ - __ + ___ __ TO Ol+` 5 , C1l�P _ _. _. T: ,/ _ - :. _ L ATER SEWER GAS MAINS AND LATERALS SMALL 8E CONSTRUCTED TO EACH IND I AL LOT /OR 10 V . _, , I , .� ��. � _� ----� -}--�-- ; lQ AL W �r T� N O!! , PR PAVM. _{ I . - -, -- { . TNF COMPLETION OF PAVING A MATERIALS REPORT SMALL 8E SUBMIT ED 70 THE CONTRACTS ENGINEER OF -- _- h - _ - - - T �xIs> oUx > LEAST - _Y_ 1 - AT j # G,PL • , # - , I - _ OuN � r5�� : _- s►aN BERNARDINO COUNTY ROAD DEPARTMENT LISTING ALL TESTS OR DETERMIN�(TIDNS GOMPL ETED TO VERIFY. , # # , - ANALYSIS AND SONO EQUIVALENT OF AGGREGATE BASES. (a) R UE, S/ Q . .. _ • L EVE _. _-. -_ - -_,--_ _ ,... _ _ 1_ � + _ �_ r-.-__ - ._ _ i - _� _: +, l -z-�= � � � �--_ S 8 L/T OIL CONTENT N EVE ANALYSIS f ASP LSURFACING. (b) Y, D 5/ A S 5 O HAT # � � TA / T NTA - ; : V j # 4 / CONSISTS OF A ROCKY MATERIAL SU,BGRADE SHALL ,� --- f 1?. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WN CH CO ! S TME 1 , i. +- bE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUSGRADE AMID ALL VOIDS OR DEPRESSIONS , , , `V _ _ N t j , ; SHALL BE FILLED WITH A FINE GRADED MATERIAL Of A QUALITY BETTER THAN THE NATIVE MATERIAL �t ♦ , . _ , 4 13. 1PHALT /PETE /3 TO 9E PLAGE� /�PECTLY ON $Ui36�PAL7E, ASO/L STEiP/LANroPEG/STF'P h . o o Q : - - - F A DNC _ _ I _ I _ # - -- - }.. : t___ _-..r-_ + UNCA.C. C C. /FORM 1' P T THE 1� - - - - +. . y U I h ; I -- _ - �} _ - 1 ;_ u # } $ { h I3Y THE E.P.A. FOR USE ESP A ANS P. 5f/ALL fjE UN L A PL/ELS A _ 3 - . , # ; � # O i + t4 ? ; - T F L VENT N T W/ T PSP/ T PAV/N _ _ - np r __ _ , # _ I . { MANUFAC MRE�P 5 RECOMMENCE RATE FOR HE UL PA E H OR O G._ - + �, 1 , + j `lJ 2 a0 _ .- _.: - _: L:_ I I i + m a A PERMIT /5 REOU/�PEID FOR ANY WO�PK WITH THE` FLGM/D CONTiPOL /.�/STiP/CT R/CHT OF WAS! Tf/E -4 4 t b a ; . r ; Q # p PFRM/T S HALL A3E- APPL/E� FOR 45 0AY5 PSP/OR TO ANY ENCiPOACHMENT OSP CONS TiPUC T/QN +-- -- - -- -- - M . ._ _ - _ __ _ , _._ _ , N - - _+ e► + ; --�- #} t , ab o r< r 2 # r _. : r, t? _=-WITH/N TWE f?/GYT OF WAY. N 41 t q0 ski 1 + - _ { r _ r P z Q o c �_. 1P.Z = 1_.5.x•.7? -I--�- ♦ • I : T�.E : o.c. 23 ?4 25 ?6 PT ?8 Z9 30 31 r TRAFFIC INDEXES O Feer .5me-ET 5.0 AL MON/.D .5 rREET 5.0 i H/��EN FA�PM �A� E10 E.A5TWOOD AVE. 4.5 W/O EASTW000 AVE. 5.0 JCALE /= 40� EA57"WOO/O AVE/VUF 5.0 �t�lONA d77r€� C,4RRA/P/ CQU/P/ E O EASTWOOD AVE. •F 5 W/o EASTWOOO A 5.O ► TArAcr rR FAL L/NG TiPEE L ANE 5.0 - aces �$ . TRACT rR aa or h TRACT 71 TR • loco&/ 7/67 17'-"4. 2 N/C[5117E ROAD �. C7NST. A.C. PAVEiNFNT PFR HELL MAN ROA/7 / (1 b ryP/CAL SECT/ON SHEET 2. e I?EJrY[ 37�PfET J x � / EX/3Z Q` STc. W Me MArN fEA7'fIFP F17P .SM1f0Tf! JdJ1V vICINlry SAP - -- SCALE / = ?000' Ira EXi♦5T. VAL VES m LJM/T Of AC C,4P � W Q �" ro �s . 10 e� Al-MON/. .5TiPEET �6' !L tb ^'� F>'- --- F - F - • ------------ S E SHEET NO ;$ E �$ ENID 2' BLOCK WALL EX15T. v44v55_ �aR p���b Cr45ALL EA'O IDiPIt/E �h . CONST. P.C.C• CURr3 GUT7zrk- CONSr- P•C•C. CR055-GUTTER CONST PCC. CR055-GOMER' ,� � W V• PER 57TH. *t /15C S"C F) 4i 12 kk o� I AE PER s ro. * //v. PER 5 ro. //g e , JO/N PY/ST. WALL V I Q & �o,�� V FNT� 2•f3LOC.i' WALL V CON57' 2 )SLOCle WALL ! �? 0 % �� • EX/3T. G .37L. W MAP Aofof/N ( PER TYPICAL SECT/ON SNEFT' 2 CONST. t?C.L' L'U�PT3 �` GUTTEiP l� CB�•C•F� O v i« h 3 O I I 38 20 h I I h /9 N/�l.�E EAR L7 � t % SEE SNELs7 No. 4 o a s CURB PET. r�ATA h C � �PF-r. n.4TA CM3 PET OAM o I( � f � Ctre'3 REr. RATA z � 11= 90'00`00" a 11= °10'00.00` _ A - 90`00'00" 6 O I : A-- 90*00'00 i . ' /e' /e' - moo" 30 = ?0.00 ' r �? �P 20.00 • _ ;R 20.00` R + .,� •. . - 20.00 _ � /z' /e• /B ip' -, 71 L . 31 42 " _ L = 3/42' _ L = 9/ aP' n , h Z0.00' SEE SHEET NQ• ,3 T = 20.DO ___ �� _ _ . .. T� 20.00 _ __ T = 20•DO � N/�/.��N FA/Plyl RCtAr3 RRAR/ aR r SEE SHEET N°• 4 Z FALuNG TREE LANE //V/:),L MAP j 194F/P YL STREET SCALE / NELSON ENG/NEER/NG /NC. F/EL D BOOK REE. CouNrY OF SAM �BCRNARD/No TRACT N° 9355 WO. NO. ?S4S jr CNAPINAN AVE, SU/TE AS, - ® ADDED TRAFFIC INDEXES ��'�'�� ROAD DEPA R TMEN T • _ FULLERTON, CAL HORN/A, 02G3/ AS/GNfO BY ta?AWN dY C,yECKE,O Or APPROVED $Y SMEET IMPROVE/t ENE PLAN Pf/ONE� (T/L) O-%962 ROAD /VIO- _ F/[E MO. S[/BM/rw er ` ` _ GD.E. ,4ssr COUNTYEMGR•-ROADS A BER YL STREET • R.G E. /6 714 RECOMMENDED APPROVED BY DA TE I 7 AJ5-- 5.6'-11 MfRK REV/SIOIVS AIPPR. oAre ASST. ROAD COMMISSION FivGR DATE UIVTY /N XTTE SyEET / Of 6 1 BENCH MARK: CH1Z. "Q" WE3'T CURB RET, N W. COQ. HILLSIDE ROAD 2 fX/5T. SU�PFACE AND HILLSIDE COVE. ENST. SURFACE @ `��° �!►pl C.S.8.M. 8-266 : ELEVATION = /888 086 2090 210 �2\° 2130 b f X/5T. FL7GE of PAt/M'T. `2` A�� EX/5T. 696,e: OF PWMIT , 1 L x`currEQ 20902110 0 by. AIA y¢ 9'a Al ti TOP OF FAST CURB TOP of EA57 CURB a EX/5T. G 'OUNO @ 6,457" It ExrST GRdu/v� @ EAST I ,l, a Z 2090 y, / o m N 2/30 � to m h to 90 M + R, m PRORL E SCALES m h/0,1 /"-40' 200 v.t• VE,PT' PL = 97 85 9/ 92 33 3¢ 35 3G -�AW ,5c,4L CA/3AL L EXPO DRIVE posr REFLEcMR PER 5TO. CONST. A.C. PAt/EMENT PER W TYPICAL SECT/ON M15 SHEET W EX/5T. 8� 5rL. WA]'ER MA/N r2 1h L/MT OF .4-C. A N A C CAP TR,4Cr A3 /O y. N /INSTALL FJA�R/CA/JE W PER SM. 305 0 W Rlw EL7r-MP0A%eY AIRIW �, Gro `iV• F LIME OF ALMOND 5TAejFT CON5T P.CC. GU�Pl3 GUTTER CONST. PC.C. C,POSS-GUTTER A� //• Q2- 22 // PER 5 T). //5 (6"C F) PER S TO. az 0c � T�P,4C r eOUA10,4APY /0.s" pati CONST. 2RLOCe WALL x� PER TYPICAL SECT/ON �� THIS SHEET. l _ LtJNBT. 5LdC,t'' f 1% AIM PER 57D.* 30/(N= 2'j W7771 .51LIMPSMN ` /9 � "� 38 I � PILASTERS C) 36" WALL TO HAl/E l3E/GE �-C==j=_�� VAPi� TEXTU,PElD STUCCO APPL/EO TO 130TH CU/P/� /PFT. IDATA 30 8 I� � �_ j •3/0E5 OF WALL EXCEPT AT PILASTERS. F)(15 7' 4• PA1/EMEN a = go'24,63" R= 20.00 3' VAMP141 7H/CeNE55 A.C. CAFENCE G,P,4PE WME5 E ROOT$ 56' ALMONO 57REFT W/r/./Iv 13ERYL. R/W. JEE SHEET N4. 5 T= 20./5 COA/STRUCT 0.25' A.C. OVER COMPACTED CO/157 PCC- CI f GUTTER NAT/VE MATERIAL PER STAN�4RI- # //5 (6"C-F) T YP/CAL .SECT/ON BERYL 5 TREE T 57R �131:R YL NELSON ENGINEERING, INC. FIELD BOOK REF. COUNTY OF SAN 6ERNARDINOTRACT MP 9355 0. No. ?S45 E CIIAPMAN AVE. SUITE //5, Qi ADDED STRUCTURAL SECT/ON ROAD DEPARTMENT FULLERTON, CALIFORNIA, 9263/ STREET IMPROVEMENT PLAN ROA D NO. APPROVED BY PMONE: (7h4) O- /104;2 DMIGNED BY DRAWN BY CHECKED B F/L E NO• SUBMITTED BY QGD.E. ASST. COUNTYEIVGR.•ROADS DATE BERYLRECOMMEVED BY STREET �. No. (030 N RO S.C•'�1 DATE /NARK REVISIONS APPR. DATE ASST ROAD CoMM/S5/0 ER ENGR DATE COUNTY ENGINEER DATE SHEET 2 OF 6 i Z�r 4.50 %. Z. =/ 0.62' I- 0. k �ti �L 0.C.?u ,� PO e. BENCH MARK: n a 01 u, h I CHIZ. " c WEST CURB RET., NW GOR N/LLSIDE ROAD n O ai �W N N i AND HILLSIDE COVE. p.7�q4 C.S. 8.M. 8-266 : ELEVATION 1863.OSG "14 �, MP OF NORTH CMA)3 \� ti ^ci b O h ^ EX/ST. GRDUN/O @ NO�TH j f ya �as �t TOP of NO/PT� U/P/g 1. oc 4c N ui `��`�� o ui O h m v f _ 9'a ,. I �o�� U i too / v ; , 4 W ch h ^ 40.5 V.c• L= 8D.87 Q o U O O i V F-r =/997.97 D C• � 0 �; � / N E I-S X-42� 0 .� oo i Q h b m # °� n 0 U g O O FX 571 C F/ /SN /7 p� v o \ . GAP UNC NO�PTH f /00 V.C e ` to c� <9 O Qj 4� h t� O 7 U r, v 570AIM OR O vER P. = 4732 �` ` - + ti -21 N O r t Vi i O O 2030 ; m + O r i i r nit' \ # \ ^ ��0 LO�� CO a � ^ m � 0 CON5T. GRAVITY F S. O i + `� U � � � l9 U He,40 WALL PER /��� � 0 0 SrD. PLAN�` 20/ EW 5 7' GAIMINO Lao it �'tE 6=0. -0 O v N 2.5 ` FLOWL/NE Pc-c �� e/2 i 10) J 1.�2 DRA/N4GEG�/TCNP�'R W /.00%- EX/ST. G�POUN� @ IAS `18 �g9�J• GR40ING PLAN � ;�� � � o ti o o C J O ~~ tc� ti o + N 1 � qi � h � v �� a � � '� � Q U N Nm 2030 t{"�,c N N a P z.= 46 62 �� 1cm too vc 'n si 3 <9 ` • /0�" V.G �� X980 v O O O `�:� W i �1 Gp / �� P I• _ I99B 62 0 V i TOP OFSOUrHCURi3 � o i 8.78 Ex/ST. GPO UN/J @SOUTH f� � I � /00 � v C. 1011, ; TDP OF SOUTH u n, 14 4 �� Cd + N na ti h 5 �i v �aY49�4 /4 t4\11 � � EX/5T. GROUN/0 coo m� � ^ V � �! lb + f.V ./O J. 4.c •�• v \, ^ �` g N , \ :� �: t 'f i 7 E, {O 1960 _ 1 w + YYY}))) o /OOv.c 4� h ` h + h W h T� /ODI' V.c- 4 °4 I i ni 60 P 1. = 1998.32 �4 RI• l9. 32 /00 �/.G U * m o a i0�j Z 6 N ! \\'-0O3V5r43-5'f OF p RI• - 46.88 a '� d W h i 24 "lec-P. - 13 50 [=31142' , "� cN M N °1 e1 14 4 Q h O.C. ti ` L=40.57 L= B9.88 � /OO VC. n N U COi i RI /7.38 OG OG vi ) V � ' , $ �• � ti � � °�� � � \� PROF/L e 5G'AL eS ' I ' O.c � N � � Wao i i nti � ti + � � � W ^ ti o `� v � HOOP/ ap 1 ► ap ap S V r� g/$ a g a0 ° L9 a vc- 0 / 2 3 4 5 6 T 8 /0 0 CURr3 ,PET. DATA CURB RET. 04 TA CUR/3 RFT. 047A CU�Pi9 04TA A= 90' 00'00 d= 90`00'OO A = 90 o 00 '00" 4= 38' 44'Z2" CONST. CATCH )3A5 IN PER 5710• PZ AM 4 po6(k•=8V= 4) W/771/ I R- 20.00' /Q= 20.00' R= 20. 00 R=Co.00' CURO OPENING PER 510. PLAN '* Z06 6 AN/.7 LOOAL OePRES 3/ON L = 3/• ¢2 L= 3/• 42 5EE 5ASET IV!?. 6 [- = 3/•42 L- 40 57 _ • PER STD. PL AN � Z03. STD. PL AN5 TO f3E MONO/F/E/� PER T- 20.0o' T = 20.00' EA5 TW001D AVENUE T • 20.00' T= 21.09' CATCH 0,4.5/N IOETA/L ON 59EE T 4. 'I 60 G t7f/ST e"C ML. W. WiTTE�PLM-F" 30' 30 "'CONST. 43.5±L.F OF 24 ,PGP. 38 97 .96 35 ,94 93 32 3/ 30 299 PER PROF/L E AFSOVE `f '� �� . PA_ ti 0 , , iii 7-1 tD ' o , 24 A= 2571'2e'44" C.. ,, .� ,`,�;y,�f` ✓� /5 E7F'T5T G C. e W i�ATEAPL/NE ti -- D►x b R= 40 OD, 1 , O - x O 2� Boss L = 179.75 CON5T PC.G CU�Pl3 GUTTER 2 •� a' I15 (B" F) • d o. e J -FX/5r. 6 Are ✓AtV55 2 e o/Vsr. P.C C. c 5 5-GUTTER CONST. P.c C caeg - �k - PFR 5ro. '�//9 PER 5 rr.7 //5(B"GF EME �. •� N ) n � � 15 niPA1NACE E A5 p,��� FROQ�� � .� ��'.0� 1h�F!'• t��F�• �� �g��.0� ti � 1�i��y1ho ���� - EXIST 8 6A7r VALVE i .10 ��► � 0� pm � '� �� �1'��0�0 n • k�%. n5 '' z � oil, y W CALF / '= 40 F. CONST' P. G. CU�PI3 GUTTE�P �g mv5T. P.CC CURr3 GUTTER ONST. 0.25q.0 P VEMFNJ" PEEP PER 5T0. '* //5 6 C•F. 0 ,gyp .k'h � ) � I ti 9� PER STD. � //5(6 C ) TYP/CAL SECT/O TH/5 SHEETQ m �.• 4 � � � � v W ,t �� I Oe! M 2 ? � � n► R/w t `� Rlw .5r 6 a4rF VACV i I V _ � � � � + c`, o �a 50 SOA,Go O I ; m �; e6 'OA' 30' 25'OR 30' 6 O I /2 • m + 0 7 OSP IP'* /8 /8 7 OR/2"M 33" 33' 6.5' II" 22" 22 /!' p 6 , 3g 40 30' .30 ti 4/ 42 43 44 45 4(i 47 31-1 /4;1 p. VA,PUME• SLOPE EVEL /NE a l3EIPYL �riPEET I I 1�2•'/MAX. 3.0 '/. 5=►/4 r .a sF� sHEEr NQ , FALL/NG TREE LANE L �`M8 DATA SEE SHEET Na•6 VAR/AeLE SLOPE CURB RET. DATA CURF.3 RET 0.4rA CURB RET. DATA A = .38 - � CONST.0.25A•C OVER • _ _ • _ _ +� SEE PL AN V/EW 4= 90�00 DO d- 90 00 00 d 90 DO' 00 R 100.00 _ COMPACTED NATIVE MA7�P/AL © - FOR W//OTH 3 - R= 20.00' R= 20.00 R= 20.00' L = 40. 57' - - L = 3/•42 ' L = 31.42' L = 3/ 42 7 - 21.09' GbNST. P.CC CU�Pl3 4` GUTTER T= ZO 00 T = 20.00' r = 20.00' - - PER STtJ. '� /i5 (8"G'•F. CARRARICOURT _ TYP/CAL 5ECriON CA-PRA _ COU,�r, H�/»E/1/ _ EA 5TIW000 AVENUE FALL/NG rRE-e L ANE iOUNTY OF SAN BERNARDINO NELSON ENG/NEER/NG, INC./NCFIELD ,�ooK REF TRACT NM 9355 w.o. No. 2545 E. CNA~AA/ AVE. SU/TF //5, � ADDED STRUCTURAL SECTION ��'g'�� ROA D DEPARTMENT FULLERTON CAL/FoaN/A, 9263/ STREET IMPROVEMENT PLAN ROAD No. PNO E: (7/4) O•/86 DESIGNED BY DRAWN BY JCNECKEDAY APPROVED BY F/LE NO. No suBmIrrED sr GD.E. ASST. COUNTY ENGR.'ROADS DATE cARRAR1 COURT -N • RC.E. /67/4 RECOMMENDE PPR VED BY MARK REVISIONS APPR. I DATE ASSrROAD COMMISSION ENC•R DdTE COUNTY ENGINEER DATE SHEET .9 OF 6 06 i. TOP OF NORTH CZIR13 BENCH MARK EX/ST. GROUND NORTH CH/Z. "a" WEST CURB RET., N.W COR. HILLSIDE ROAD n ; I AND HILLSIDE COVE. ' ; TOP OF NORrY CU�Pf.3 ,�'+,,� i f ! c.s. s.M s- : ELEVQTIOIV = 1s83.083 /4 /4 A/4 /005/�i ! -- 4 ,. Fir. PI. = 3740 f T EXIST. GROUND C°J NORTH/ 46 40.57 V.C• _ 69-er7 Qo O N c� O O � h h EX/5T �` FAN/S�/E/7 p ` Q h W PI = 96 5D 1 0.0 GROUMD SURFACE m to �} N K V r N + OVER STORM DR,4/N + O � n {. 0 � m ^ � m ,n til �� O O r r L=3i•42' 0 . I N �� r - c 1 l�9 V �� �� 6. S 2, t� g Q m p `= .000 -,u " 1 c I ' �_ 2070 o•G /ODY.C. W i m W 2050 ' �03 HEAD WA��PER -3.05� O , _ . � � � � •U O s`��o200 ' STf�. PLAN e + ap V O m u a .2 N y1 3 FLOWLINE PCC. EX/ST. GROUN/7 @ FS. m O N t►� 3��yJ. r�R,4/n�AGE AITCH t� PER GPA�/NG �. /oo V. fo s , Al? a12 a/6 Al, W U o0 0 P r- 63•/4 Z /G}�/ a/8 a 0. W > > O to W i !00 V.C /e P L = 96.90 ' tn tn 20 W o mo "moo m + r. a g Q > 2050 -�0/5 NQQ 0 DO v f�i tj O+ � 70P OF SOUTl/ �UpaN tiaI°/4 + � N � p\� m � m� "� o m �� y ; 6 TOP OF soUTy CURS � � m �; QD � , ou' � c� ta �4 /4 EX/5T. GLUN� 0 SOUTH f� S'G % ^ e 9 i t� EX/5T. GRmwo @SOUTH It e N I I /Ol7 V.0 W CONST 40.5 ap O � _ /•42 ' O.C. L!= /•42 `� RZ• - 3G•�6 s 5 s 9 8f' U 24" ,PC P. - /350 D //�J/�J7//�) � � v L 40-67 L B ///� ? /V {O (� r N t� • __ I f • i O.G I . a . Le D.G• 00 • 2050 I ✓� I * `V O U t opo . � , � � � - M � a i i � Q 6's6• , `� Sa N ^ o � ui � ki O �� i 10 h h h s �. m n M '� ►• n N 1 Oaptj to ti ti ti� 1 O � W W vi ai h 614� ' � � nl9 U /4 + 8 k-3 .42' /o v.c. `� + Y4 Y4 %4 "/¢ 1o d/ a/e 4/8 a/B ac Pr. es.zo .� kq W ti �00 o PiPOF/LE &CALFS � I 3.20 D 1 2 3 4 S 6 T 0 1 L'U/P/3 PET. BATA �CU/� D47A' ni h - , _ G = 90'00'00` R= 60.417. 22` FSAb7N PF? ,5777_PZ,M 4*ZDG. x.= 8 ` v-4)Wr>N CURS _ - 1-- 40.57' OPENING PEEP 370• PLAN W 206 b AND LOCAL oeppe5510N PER •3/' 42 .57/.7. PLAN ` 203. STM. PL ANS TO AE M00/F/E/O PER CATCH f,45/N - T= 20.017 09' `- SETA/L TH/5 SHEET. f W W,4TERL/NE AE 0 /8 17 16 /5 /4 /3 C1 STiPEET 'A • ♦'�g* 'C .. ../O • C.4R�P,4,P/ COURT /996.63 /996 6/ !996.59 /996 59 o° a 'CU/P13 IDAM 28'44 H/0%7EN F4RM ROAD P035./6 2035./4 20 35/2 2035-/2 I O 14 COA15 r. 0.25',4,. PAVEMENT PER x I � TYP/CAL SECT N SHEET 3. � •� � CONST. P.GC. UR/3 tt (,UTTEip ti �_ /;re. 5 ' I PER STS PL N //5 ( B`C-F.) ENr �1 to � 15 nRA/NAGE EA5EM to .10 to r3 0%A 62`� ` ��6Z�1 `'ye hg ti 3yy o`' j ty •N �� by � '� ��y'$ 4c � 0 W SC.4L F / = .�O r �' f Erf5T. 6GA7F VALVE y� CON5T. P.C.C• CU o d V CONST. RC.C. CU !3 GUTTER ,�� PER STn. PLAN N • /i5 (8 c F. 4i ? � ti �6 '�4 PER STD. PLAN N o. //5 (6"G'F) V �t I Ot �G. O s blu x Cl i5' ( Ci I i U Q' v N Z 6 O ( 6 n a0 00 ' ` 1 i , G 14 o� 33 °� 20 2/ 22 23 0 30' 30 24 25 26 27 26 W1 e /2 /6" /B' /2' W } N z p Q tt V Rt Q '�CU1PP3 I� p BERYL STREET 645TW0 0 AVENUE 5EE SHEET N9• / 5EE .SHEET No• 6 �`a Op p 25 IcU/Pl3 iPET TATA etIA73 /PET. oATA 1CW3 )ET. 0,47,4 CtX13 DATAouNr�`� A = 90 00 DO ;�= 90 000,00 - . e . _ ._ _ ....- __ - d 22 J sn PPII/DUCElD P- _ d - 36 � R= 20.00 JR= 20.00 _ _ R= 20.00" 42- L = 3/ 42- - � T= 20.00 ___ r= 20.00 r = 2a 00 _ r= Z/49 f \\\\\Z 5T,P. PRO/0llCED p �f 6 F14RM ROKOCATCH B145/N I3 NELSON ENGINEERING, /NC. FIELD BOOK REF COUNTY OF SAN BERNARDINO rgACT No- 9355 W.O. NO 25415 E. CHAPMAAI AVE. SUITE 1/5, 0 ADDED STRUCTURAL SECTION f� '� ROA D DE PA R TME N T FULLERTON, CALIFORNIA, 92631 DESIGNED BY DRAWN BY CHECKED BY APPROVED BY STREET IMPROVEMENT PLAN ROAD NO PHO E: (7/4) 8 -1,802 ' FILE NO. SUBMITTED BY CDE. ASST. COUNTY ENC-R. ROADS DATE NDED/APP R.C.E.E• /67/ RECOMMEII)DDE- Al FARM RO44D VED BY - i • DATE I- - S•G•�l MARK RE VISIONS APPR. DATE ASST. ROAD COMM/SSIONE EI1/GR DATE COUNTY ENGINEER DATE SHEET 4 OF 6 I /00`•�/G DO- vc- 41) 8 ENCH MA RK : 65. L UO.-97 ` B CH/Z. v WEST CURB RET. , k Ht COR. HILLSIDE ROAD FUTURE! TDP OF NORM CtIRf3 T TOP �, �? co.c rO.G �, AND HILLSIDE COVE. �- NO�PTH CU I _ C.S. 8.M. 8-266: ELEVATION _- /883. 086 ' EX/5T. GROUNn @ � � C5�- � � � ��, � u}, ,� �' � tb, E? 1�, � � � _ p•G g� NORTF/ EGGS OF PYM'r. R.` EX/5T. GreOU k ..n + NORrH EDGEOF PVhrrt "� i,9 1 j ou It) lk LAX/5T. F/iV/SHED 0' j, n ! �'\ •SSS/�%v-� ♦ ,SURFACE AVER Z/2D ` �� \ ?IOD I �. �: a. Q �,�� j \ °/8 °/8 ads 1} 9 O I980 n STORM r�PQ/N c Ale ° ! PUTURe TOP OF �� �" i CON5T. GRAVrrY } rob , � NEAC7WALL PER NORTH CURB � EXIST G�o/1NL0 @ �, # NO T l7 E V0'7" STG. 20/ I /00 EX/ST. GiPOUNrJ @ F• J� • h '. X-n i �� a�' FLOWL/NF P.C.C. 61�• . ( �_ P r = I/O.S g o , 5, /ORA/NAGE 0/TCH V 1��b `as PER GRAG//VG U / V � o % ►�. � �d � c� Va0 C\4 vO , l980� l960 �i + ��a0 �X/5T. GR No + O t� Z • e a� o a� �� z �s �n ` �, W o N ° � � p h � U Wv + � nh Q N � N � W o rOP OF SOUTH CY/RS "� � N �s �'� t �' o I; �i too v.c � 863"/ F.r. $a•6/ � ' W � { TOP OF SOUTH ct) )s o ° too' , °/a ¢ U Rt.= 1/0.65 6.96, o /00 iEX/S7: GRl7UN/7 CONST 11.3,:t OF A14 /�O , t�• ; O / PI. = 98•t�/ @SOUTH f,� 24" C P. -/4 GAGE o - ,��- 2IOa TOP OF 5OU CUR�3 a; ;; I. b /940 220 � - a vi �' m M t N O N N O O ►� V �� EX15T. GROUNrO Q ti a a0 rj ~ ,5 0401/ !� � N, V �, �8 a A W ' 1`� � �, W f� Z tp O ti : uj � �y /e �8 °/B 6� tj 146 i. i _1 ti EX/ST GROUND _�.. � N tito to ki ' ! 6'✓g e i W m a , d to PiPOF/L e WW E5 HDR/Z• /'=40, i /00 vc• \ L- 40679.87- VERT / 6 O c PI• = /33•/5 /00 v.C� . L = - i P. r• = 64.67 p•c 0-c- 0 G• Fur. RTW r 2 `� '¢ 5 PXt?Pl1�ElJ INrER/N�2^sRA>�r3 rnrcfr Al"W O/KE PER GA'4Ga'N6' PLAN. I 30 30 t FUTURE 6.5' 125' S•5 5.5 /25" 6 5' /MPROVEMENrS a e' m y0 -•J O O LEVEL Q O _> LINE_ . , L~J CONST. 6-4-C.!�/KE j CONST. C 4rCN 13.45/A- :5TP.5: PZ�If1� �b j`X=:� iT- , ,• PER 5ro. x ll7 CURf.3 OPENING PER STS. f r 05PPE5.SION PER 5770. PLAN 20-3 . TEMPt�RART V%ea)3LE SLOPE PLAN 206 b AND IOCAL N• R W LINE CON5T.O.Z/A.C• OVER IL, l' Ze l M,4X. f / COMP//CT 0 NATIVE MATER/AL I 7E�PO,P�lRY ND,eTfi/ R/W LINE CA,4I.7E0 017CH PEW W CON57- P.C.C. CURr3 C GurrE>rz _ . G RAS/N(, PLAN. � . PER 5TO. * /15 (8 'C•F) Cl CONST 11-5t OF 24"Cy T,�Acr IgaUN0ARr 4 oX � ff�'� T YP/CAL ,�E-+CT/ON PES? PROF/L E Af�'J 1� a ��G fX/ST /4WATERLINE CONST 0.21'A.C• PAVEMENT PER AL MOND & TREET ^ $ M Z TYP/OAL .5ECT/ON TH/S .SHEET© ^ O ry � W - - "IST. ALI�IONTJ STQ. RfK! �g LZIN5T. 8 A-6- TlI,�E Y, PER STIO. 117 FX/5T/NG BLOW - --- -- -- � y I� X21• -- - ---— ---- -- ---- eek f• loll �2 P , 1 ��6s I( v �'colvsr P• c c• cvgI3 �` GU77ER �212�� ti --- d PER sro. /i5(BCF �G =V 2 SCALE 1 = 40 G - FCO. - - / 3 4 5 6 T 8 ✓ h aoi c�,Z Ira 0 �e I BERYL STREET i 5EE .5HEET /Yo• 2 CUM OX rA C41Ra 'DATA CU�Pf3 RET. ��4TA A =38°44'22" A- /4o'/6'.35' R=&0.00 R= 40.00 A=90a 24,63 z - 40.57.. _ L = 97.93 R= go.00' r= Z/.09' L= 3/•56 s • i ; i f ALltfOND T E T i NELSON ENGINEERING, INC. FIELD QDOK REF COUNTY OF SAN B ERNARDINO TRA C T 1V°• 9355 W.0. No. 2545 E cf1APMAP4 AVE. SU/rE /15, A ADDED STRLCT[/RAL SECTION �¢2- tt ��� ROA D DEPARTMENT I FULLERTON, CALIFORNIA) 3263/ I STREET IMPROVEMENT PLAN ROAD No PNO (7/4) O•/8 2 DESIGNED BY DRAWN BY ICHECKEDAY APPROVED BY ' FILE E NO. SUBMITTED BY CD•E• ASST. COUNTY ENGR. ROADS DATE ``'' RECOMMENDED APPROV D BY STREET •(v0• �E , ALMOND R C. !6714 DATE - '^ 1 MARK REVISIONS APPR. DATE A55r.ROAD COMMISSIONER EMGR D� COUNTY EN6/NEER DATE SHEET 5 OF G { BENCH MARK a" WEST CURB RET., N.W. COR. HILLSIDE ROAD AND HILLSIDE COVE. C S. S. M. 8-266: ELEVATION= /883.086 O.C. ' TOP OF WEST CZIR)3 TOP OF WEST CURB 1¢ � L=31.42" EX15T. GROUN/7 @ WE5T EXIST GRt�UN� [� WEST f'` 4/¢ �� h � O C 0.0 Co II��jj�� � 2020 V h ` ��Z ',° i^ W 20 �/ 2030 ^ a Q ' o a A050 f / 13•'� 4� =3142 � 01 � M � � Z h / ,((o � � W QDai �p ti Q 8' L:31st2' o.c- ' TOP O WE5T CURE. W + b + 4 m 11.5 TAN. GAP. = 7 3Z/, `ya °/¢ °/4 { i 3. �- r fX/5T. G,COUND .2 J . 3.Qoy' l2 i EX15T. GROUIVO @ �� 69a7 0 .00•I� % EX/ST. GROUNIO @ � � / u � � j EXl5 T. liGeO111`110 C� a, / 20120 ± o Q 2020 2030 X030 w ho N o �6•l° vim ' Ki � I o ►. • � vas tiff �' � �, oQ � � � m � v � •jo N sov.c. � � IZ o 83•B c F S ti P.I• = 5 3.72 / • TAN. GR- 6.0¢"/. c� - �,�, F S. �, ,; h U/P/3 ' F.S. rte— n •�.� TOP OF EA$T C • f r � � Bei EXI5T. G oUN/O } Gleoulvo o•I/ EA5T /? v a '14 'f°14 t .� O @EAST fLs / e� 202�'� TOP O a 4 A 14 `� N ti ti o 2020 2030 0 TOP OF FAST CURB / �, o N 2050 EAST CURf31, ro a l+' V O 4 O 8'�6 •I a E7U5T. GROUM0 @ EA5T f� O O O h vii N wi `� 2 N ^ -� t9 •� t� V I� + N N h �0 '� N j M L=3!•42' 8 �h L .3/•42 QL 2a n n PROF/L� SCALES ^ °1a ./4 /¢ � , m / So vc 12 a0 �t 62.32 O h P.I. 2 52 22 •la� �' PI. HOOP/� / = 40ami 9 ti m , o L* 58 /4' VEPT•' /..a a, tj � L=31¢2 O L- 5/56 O.G O.C. ; CD O.G 8 9 IO O 1 2 3 4 5 i CURi3 0,I CURB R,ET. BATA CURD RET. DATA CIMS RET. 01ATA G =/0.263/" d= 90°0000` _____ d= 90'0000 d= 90°00,00"" R= 3/8.00, __ R= 2b 00' _. R= PO•oV R= 20•M' r= 29./5, r = 20.00 SGALL= / = 40' 7 - 20 00 .SCALE / 440 T= 20.00 ' CURVE DvIT�i CU�P/3 /BATA A- /O'2B l " d= /0'1'., R= 300 00, R= 2BP OD I I I i L = 54.85' :� L = 5/56 ( 6 0 ' _ _ _ 35 23 �� 6 o II r- 2750' \ T= 25.85 !2 21 30' 30' Ot 3o 30 U >� EXT5T. , CWT.-,e WT.-fir` Nr Wi4i�LAVE O V k-Ic I I o I lit kI N � � �• a U aW� ti 02 0 ( O CONST. 0.25%1.0 PA1/EMENT PER CONST. P.Gc. CURB GUTTER � h��k �0 X O � � W h I ; d i �. 2 00 V �� � O�� O �, TYP/CAL .SECT/ON SHEET 3 & PER STS. � //5 (B"GF) 14 e 0k � I I �� 7, ' ` \ h1 obi ��3� o �_ N DIST `hv �,9a �O 2 10.13 'c�, h I .N I X3.9 4Ott � � \--oom5T P.c•c. mela GurneR h 0 t1 U 1 2 I x0 18 p' U PER $To. �`- //5 (6 C.F) Oc tr- to o ° W6 W I I o 0 fo d O I m I - m a s K. o 10" 11 l 4c + t� Z O Q ¢� � � 25 25 O 25 25 W o �' I 34 24 �e /eIXI hac u � 6 �e /e CACRAP/ COURT _ CUR�3 lPET. IOATA _ CUR13 RET. D4 TA H/�L�EN MEETM iP0.4�0 ___ _ 9fE SHEET N4. 4 CU/Q13 /BATA CZIR13 IOATA CU/P13 /PET. !DATA � �I SEE SHEET N4. .3 d=-00,000,00" _ 4 = 90 400 001 d=t0°2B 3/" A= /0'28'3/` d= 90 "0000" C-4 PiPAte/ C01/� �R= M.00' -R= 2B2 00 , R= 3/8.00' R= 20-00' 5EE .SHFEr-VI ,g R= 20.00' _ L= 3/•4Z� -- �_ _ _ L = 3/42 ._. L = 5/56' L - 56-14' L 3!•42 r= 25.65' r = 29•i5' T= 20.00, _ T = o0.00� T = 20.00 FATREE NZ: eA5TWOOD AVENUe LL/NL A NELSON ENGINEERING, INC. FIELD BOOK REF. COUNTY OF SAN B ERNARDINO TRACT N0• 3355 w o. NO. 2545 E. CNAPMAN AVE. 5Ul TE 115, O ADDED STRUCTURAL SECTION I'a•� ROA D D E PA R T 1bl E N T FULLERTON, CALIFORNIA, 92631 STREET IMPROVEMENT PLAN ROAD NO. a PNON (714) 87 /862 DESIGNED 8Y DRAWN 8Y CHECKED 8Y APPROVED 8Y SUBMITTED BY CAE. FALLING TREE LAN—E FILE NO. ASST. COUNTY ENGR. ROADS DATE •46• R.G.E. 16714 RECOMMENDED ED BY EA,5TWOOD AVENUE DATE - �•�•�, MM I REVISIONS APPR DATE ASST. ROAD COMMISSIONER ENGR DATE COUNTY ENGINEER DATE SHEET 6 OF 6