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HomeMy WebLinkAbout592 c=3L3e BENCH MARK O.G L=3/•42 L=3/42 CNIZ. " tri WEST CURB RET., )VW COR. HILLSIDE ROAD AND SIDE a 0-c- 0.c• C.S. . M. LB 266 COVE.ELEVATION = 1883.086 � h W e a TDP OF NORTH CU/P13 toto Ex�sr. G�iPOUN� o 1. ALL WORK SMALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THF SAN BFRNARDINO STANDARDS AND 00 Ci o SPECIFICATIONS C�No�PrH 0 O v �` h �, 2. STREET MARKERS PER SAN8E0NARDINO COUNTY STD. N° 303 AND 303-A SMALL BE CONSTRUCTED AT EACH . a 0c ti m . m h INTERSE CTION. a to �? a ti ti TDP OF NORTH CU/P/3 B ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND 514OWN OR NOT 5NOWN ON THESE PLANS WITHIN THE LIMITS �' `0 vi m 0 0o m OF TH/5 SU8DIYISION OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK 15 TO BE DONE SHALL BE REMOVED 1890 a� � oto /890 OR RELOCATED AS REQUIRED AT NO EXPENSE TO TIE SAN BERNARDINO COUNTY ROAD DEPARTMENT. THE PIPELINES OR 51/85TRUCTURES REFERRED TO SHALL INCLUDE AND ARE NOT LIMITED TO TELEPHONE OR 'Y4 Y4 14 14'414 � Al POWER POLES, WATER METERS VAL VES HYDRANTS ETC. P2oi 4, COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING. ORIGINAL GROUND, _ AND ALL SU13 GRADES SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT ---— �' WITH T14ESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR 1 ( Ri ti N m SURFACING. r { Q7 m ti lb� 5. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR, PAVING REPLACEMENT IN CONNECTION WITH tot m m SUBDIVISION SEWER AND WATER LINE INSTALLATIONS WILL BE THE RESPONS181LITYOF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORD/N, 1VCC- G WHEN CURB DEPRES51ONS ARE PROVIDED FOR DRIVEWAYS, COMPLETE DRIVEWAY CONSTRUCTION W/LL BE REQUIRED IN ACCORDANCE WITH COUNTY ROAD DEPARTMENT STD. DWG. N 128 AND RELATED SPECIFICATIONS. 1890 `�`be fib^ 0) ISMO 7, AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROP056D STRUCTURAL. SECTION SHALL BE SLMMITTED BY T14E TRACT ENGINEER TO THE SUBDIVISION SECTION OF SAN BERNARDINO COUNTY ROAD DEPARTMENT FOR REVIEW AND EVALATION- APPROVAL WILL 13E GIVEN WHEN ALL STRUCTURAL SECTION REQUIRE- MENTS NAVE ,BEEN MET. ' �� b ���� b�•''° � 8. A PERMI T WILL BE REQUIRED FROM THE SAN SERNARDIA10 COUNTY ROAD DEPARTMENT PRIOR TO ANY ylD �!�� ,p1 , - ENCROACHMENT OR CONSTRUCTION WITHIN THE ROAD DEPT 'S EASEMENTS OR R/GNTS-OF- WAY. Exisr EDGE OF P y M � 5t bib ADEQUATE STAKES SHALL 8E SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT ME WORK ��' yep TO THE PLAN GRADES. 41t� 10. „ALL WATER, SEWER or GAS MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH INDIVIDUAL LOT, PRIOR 10 PAVING. b� �1 W 11• AT TNF COMPLETION OF PAVING, AMATER/ALS REPORT SHALL 13E SUf3M/TTED TO THE CONTRACTS ENGINEER OF ��°� tQ SAN BERNARDINO COUNTY ROAD DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: ” =---_� l� � 1 1 e (a) R- VALUE, SIEVE ANALY5/5 AND SAND EQUIVALENT OF AGGREGATE BASES. (b) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. �ggQ ��� b1� /870' l?. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL THE SUBGRADE 5NALL bto pal ►� BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS `bey' bbl W hal t SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. lbb ,� ��,• ypl 1 /3. /F ASPHALT CONCRETE /5 TO f3E RL-4C-610 DIRECTLY ON SUFJG,PADE, A SO/L 5TEe1Z,4NT MPEG/STE.PED 13Y t— `b��• tp THE E.P,4- FOP USE UNZ%_R,4 C• 4N/,) PC C•, 5114LL 13E UN/FORML Y gPPL/E/O AT THE M.4NUFACTU,PnP$ — �°� � 1 4 RECOMME/VOElf. lbiPATE FOP THE FULL PAVEMENT W/0TH PSP/OSP TO PAV/NG. lbs PROF/L,E SCALES ~� I MORD: 14�-40" r r VERT•' / = B 1870 O 1 2 3 4 5 6 7 8 TRAFFIC INDEXES BERYL STPEET 6.O ' H/LL 15IDe ROAI .5-6 • CAMELL/A COU�PT ✓ $ FALL/NG rehie LANE 5.O CUM REr. !DATA CUR63 RET. 0,4TA CU/P19 RET /DATA ALMONrJ srx r CA5rkY000 AVENUE 4.5 � ,. TRACT d s 89•53 0e0 ' a= 90 00 '00' d S 90.00 00 8663 N'H/RLAWAY COURT 4 5 BERYL 6 MEET R a X0.00' R= 20.00' oc- zo•00' SEE SHEET Na 2 L : _3I.38s/•42, TRAcr T = I9 96' T= 20.00 Y 20.00' 8682 TR. h 33" 33 FA5TWOO�D AVENIAe 9zs6 ra. r . r rRAcr Z Z eGe/ 7169 ase¢ 22 22I //" C� �P 5EF SHEET No 6 0 y 'y9��-Q, �8 .3 2 V SCAL F I =40 Hict s/tee R� W 13eRYL SMWAUNMAl AVE ��) 'e 'B ' CONST, p.C C. CUiPf3 GUTTER ,; V/C/N/T Y MAP �b� L�NST. P.C.C. CPOSS-GUTTEP w h PER ST/7. �` PER STAN�A�?!D � //9 � � m e' \ //5 (B"C.f.) � � INSTALL CU�Pf3 CUT OFF �l'ALL SCAL E / '= 2000 Ie� �. �1 PER Sr,O. /27 _ ~ 2 Gewo,-TO UAPA/N C3/00 y of A m Z�lltll � �y b :��. eQ�tk� �2TO EX/ST/NG SWALE 6 b ._-N� 1► /N 1M � ` l� /'N� //i� IY N/ ��•/ 1N N/�-�{��/// //.rte _ A V CON5 r 0.25 A.0 PAVEMENT PEEP TYP/CAL SKr/ON Ty�s .SHEET 6 SHEET 6 5NEET 1 0� EX/ST. 4~ PLA.ST/C GAS IC' N10 Rw �� EX/5T. /P- WATER /2' 510 /txttc,� TELEPHONE oUCT 3/15/0 66� WMIRLAWAY COURT acs \� -p0� B3, TRA Jvo \'qq\ EAST WOOD AVENUE ' EXIST. CIN C♦ \ 4 r FEATHEw OVFA Ex15T. i SHEET $ �EX/ST. .4cP�4t/EMENT SHEET 3 SHEET 2 i CONS r. Pc c. cURr3 GoTrE.P PE,P srn. /i5 r0-?5A-C- OV4Fe I N D E X MAP COMPAcTEo NAT/Ve MATER/AL. 6Q SCALE N's 300' HIL L 51DI: ROAD q } TYPICAL ' 5fC71'0N A11-1-6109 R041D NEL SON ENGINEER/NG INC. FIELD BOOK REF. couNrr OF SAM r6 ERMARDIND TRA C T /V q 9 256 w0• NO. ?SWS r CNAPMAN AVE. SU/TE //5, 400EO 5U/657RUCTORE �'� -SA.N)N) ROAD DE'PA R rmEN T FULLERTON, CAL/fORN/A, 924;31 ® AoDEo PVM•T. 5MUCT. SEC77ON STREET /MPROVE/VIENr PLAIN` ROAD NO. PHONE/ (7/4) 870-/ 62 DES/GNED BYabZ4WN 8Y C,VECKED BY APPROVED ABY ` � SUBM/TTEDBY GD.E. HILLSIDE ROAD FILE NO. ,455T COUNTYENGR.-ROADS QdTE R.G E. /67/4 RECOMMENDED/APPROVED SY DA TE IVRKI REV/5/ONS APPR. DATE ASST. 904D COMMISSIONER 6M;,q D rE OUNTY NG/N E N47—E SHEET / OF ro • T o011 BENCH MARKS CHIZ. "a" WEST CURB RET , N•W. COR. HILLSIDE ROAD AND HILLSIDE COVE. ( EX15T. &IRFACE C� � C;.S. S.M. B-266 : ELEVATION = 1863.086 Exi�r �URFAce @ � �' EX15T. .SURFACE @ a o 31 gh / 4 /9/0 0 l /930 }��b1 /950 EX45T. Ewe of PMf T. �• �/ EX/5T. Ge Or PVM'T. t9'' o� r (b� EX15T EDGE or PVit r �a �� / U ti's 1 1890 , /0/0 (� / 1930 Z 1950 0, ti� W 823 /�• ti � - v0 / TOP OF EAS T CU�Pl3 4 � b O.C. v EX37RO /too, E.Y/5T. GROUND @ EA5TfP TOP 4F EAST �'U�P�3 0 0 W a �; �; TOp OF EAST CURr3 P. r.. - 902. 76 o ' to (� co of° �" ti ti ti °/4 "/ °�¢ j° p0 ahi N W b.7N a� � to 1890 o m o ti o ofc /9/0 � y4 `ya 4V4 °14 V I aJ30 /950 O Oo � � 0.00 TOP 6FEAvT CURS n � o N O /// Q � e \ Q I h 6 Er/ST. Ce04'1N0 CZ e,45 7' f % � a414 �' °0 _ o PROF/Le 5G'ALES /0-00 % * o HO/P/� ! =40 1890 /0 �! 12 /3 14 15 �6 17 18 Exl,5T. WALNUT TREES 360G- X (17111.50 r0 23t/2.A7)TO �?EMA/N. �� F ao NOT CUT OR F/LL AROUND ' ,P/W I /SASE OF TREES• (R/W L6 1 .ro /. EL/M/NATE 3LEVEL A�PEA /3,611/NTJ P2` 13LOCe WALL PEEP 570. * 90/. 9 WALL 727 HAVE 15FICE TEX72%RE0 BTUCCO 19'' 11 ; �� APDL 1,61.7 TG /30TH 5//.SES OF WALL E,ICEPT .SCALE /3 40' AT PILASTERS. 3:1/4:1 Q EX/5r. A.C. PAS FMZEN7'� � cm W VAMP1413LE TH/CeNE55 AC. CAP e O.25'A.C. OVER COMPACTED ONST. COM!/3LDC+t'WALL r') 3 Z NAT/V� MATE�P/ALQ FROM STA. /6,439 g 9l O 514. ?31,5(6. 39 CONST. I U Q CpN.$T. PC-C- CUiPT3 GUTTEh' LUMPSTONE PILASTERS ' � I �f• � WQ � � �S I PE,P 570. 115(6"C-F) Cv /B't E/TIlER J/fie of W I 0 REMl1NE 7N7F'PFE�P/NG �•� EACf/ T+P�E (TYP) b 0 8 W LNUT ree,--5 0 STA. /,319250 TYP/CAL .5ECT/OND �. 13ERYL .57PEE T �o --- c� %� 4t.ho.b�1 - 0 00kb, - ---- - -Z69 �.1G��h� 6•kbg�) m cb yh�epk� ba �o) Q I *' (°�6 W 11 9Z1y � G'�p28 - \ •� •� - - 09 b ►� ?�,_ is b m `Rt h �c.9 5 5 CONST. CONC. BLOCK WALL 6 2h b G 2$. �• 2� v �a. t1 th lV -1 PEEP STo. 30/ (H- 2) ,- q2 012 Ev 0 fl F 0�'1 , a �� W SLUMPSTOA15PILASMAI S /0*99.29 TO �-t _ FROM STA STA. /6*BO.91 ea CONST P. CLRo 6` 6-arreP CONST. PCC. CRo95-GUTTEiP t � o OX��. �8��. • �, PER 5ro. //�(e'cF) PE,P 5rD. V /i9 � �� ® � CONST. D.25 A.C. PAVEI►�ENT @XIV NG ALNur TRrES(TyP) 1 /' PEEP TYP/CAL SEL'Ti0/✓ TH/S SHEET�6 SLUMP TONE P/LASTF 10' ' EX/ST/NG WALNUT TREES TTP. @ IB•� E/E ER�/�E of ` U � EACH E (T Y )� P+POPOSE� CZM13 /9@CIN 2',V16Y 19LOCK WALL i. \ C 6UrTER ON EAST 12 9 I ( O A�i� PER WALL DETAIL CONTINUE BLOCK WALL (H=2) A,POUN� S/�E OF iJERYL- R/W L/NE OF EX/ST. r o ` P�POPERTY L/NE RETURN t0 TN/S P01NT. Q ST+PEET WALNUT T,PEE ROW. G `, CONT/NUE FJLQC.,C WALL N=2) I % / I 93 G� 27 AROUN/O PROPERTY �/ C, Q 1 2 3 •¢ EXIST. 4�R 4577C CA5 /6"N/0 ,pge�g �PErzmw TD THiS PONT W I2 STPEET S/DE J v FACE Of WALL EX/ST. WALNUT TREES 27D.0 H/LL .S//.7� SPO Q�� CU�P�3 PET IJ,QTA C7//P/3 /PST. l3AT,4 �8 CU/P/3 PET. /.7/aTA Q, (�j s- (FROM STA. /Qf�3.50 TO STA• N - 12 e 3 _5_ 16*62 5O) TO REMA/N. /20 P d=B J 53 DO d= 90 00 OO �/ a= 90 Gb 00 SEE .SHEET N0. / '� cj Z) NO T CUT OR FILL AROUND G ,P= 20.00 R= 20.00 V '� p �' R= 20.010 194.5E OF TREES. L = .3/•3BL = ,3/42 GLL ET N L= 3/42 ��W T ` PO.005�� T= 20.00' W.4L L DETAIL - PLAN Wee 0 ,F YC TiQ,F T ZQ � W�� SCALE / /O 1'A&SON ENG/NEEP/NG INC; F/E•G 0 13OOK �PCF. COUNTY OF SAN /3,ePNAe011V0 7RAC T NO. 94556 WO. NO. 2545 E. CHAPM,4N AVE. .3U/TE 1/5, /A AOOED 5ul3STRUCTURE �C 3'8'11 ROAD ��P�q�PTM�NT FL/LLERTON, CAL/FORN/A, 9263/. A00F0 PvM7. STRUCT. SECTIUA' VC 3 8•� 5T/�E�T 1M)0 ,0VF � ,5W`r f�LAN A0,40 NO• PRONE (7/4) 670- /762 Q MO17/FIED WALL e !DETAILS IgG 3 g,1 OZ-51CNEO 1.3 OR.4WN 13Y CNfCKE�13Y /JpplwV--O /3Y ® /BOO l+�/JLL OiiL1E/VS/ON C. 3 l •l • u5M/TT�n DY CCE f/LE NO.• ASST. COUNTY ENGR.-ROA09 DATE BERYL STREET a +QECOMMENEO rfPP,PQ✓E/7 /3y �, G _ QATE MARK REVISIONAPPA' OA7E ASST. ROAD COMM/SS/O .P- NGR�IOTe COUNTY -NG/NEE 4ATE Sf/EET 2 OF 6 BENCH 1 �• 11 i' H/Z. �M CWEST CURB RET. N.W. COR. MILL SIDE &6AD AND NI L L S I D E COVE . C.S. & M. 8-2666 : EL E VAT ION = 1963. 096 �� � • � y3 ppb 6 } / t9 / ti0 C4 /970 , 1070 t / 19917 �d° �` cryo 7010 y A / FX/5T. FDOe OF PVM ti 0) X11 jeX/5T EDGE OF P1 M T. 4• �t7 fX/5T FGF OF PVM'r J J �� 10 ~ / 0 �, 1970 0 c, 1990 o o/ 20 0 try TOP OF FAST CURD TOP OF FAST CURB TOP OF EA57 CUiP,B EX/S T. GROUN/O C' EA5T EX/ST. GkDUN� Z o ro. to fX/5r. GA;vullo ca E45T Mb Q J, °�0 4 J € /950 /970 Q /990 00 , o� 2010 4 j c14 �, h � P�POF/LE SCALES � ro 0 �i N p ti HO�P/2r- / = 40 o � o � ti VERr•' / = B X950 18 /9 20 2/ 22 23 24 ?5 Z .3CAL C- V ' V 'c��'� 1� y1, - e�G2��, ''30�)) %� Oil- .,10 ) ( ,�Z.ab, cs1 (� �p0 0, 11L�D I �Z 1� �DKON (OQ�22 43) X03033 �b ge ti c��es� Z Qso�E� 13��,<v. 2`� 6g `o,� ----- ---------------------- -- ------ ,h O p } CON5T. P.C.C. CURB �` CONS r. 0.25 A.C. P UEMENr �1 GL(TTE,P PER 5T/�. //5 caN ) PER rye/CAL SECT/ N ON SHr. OA CbNST. 6'H/GH /3LOCK W�4LL 5LUMR570 P/L,157Fe @ /6'± EITHER 5/n " PER T rP SECT/ON. OF EACH TaPEE T YP.)D s 4 S 6 T 8 9 e i 0 . Q TRE4.BERYL � T- Ael-.50N E-NG/NAMING INC; F/EL Q BOOK REF. '" COON rY OF SAN l3,6R1V,4R011VO T/PACT NO. 92 56 WO. NO- ?545 E. CR,4~4N AVE .SL/irE /i5, ® MOIDIF/E0 WALL 0- 3 8.11 ROAD ��pA�PTM�N T FULLFA-r01V, CAL/FORN/A, 926.3/. ® xoDeo PVM'T STRUGr. SECTION �50C- 3•Y•11 �J .SrRZEFT /MPR Vh:AfeNT PLAN IP0,40 NO• PHONE : C7/4) 6 -/962 OF5/GNE/�g OA`AWN/9Y C�/EC�t'Eo�9Y APPRO VES 3 Y • F/LE NO .1L9M/TTFO�fY C�E iISST. COUNTY ENG,P. -�A/�S GATE BERYL STREET R.C.-F. /67/¢ RECOMMENErJ�APP.POt/E� ,9Y ! G 2L( L !DATE I MARK REVISIO.,V S APP,P. IOATF A55T. RDAO COMM/SS/ONEA' eVSA OAA COUNTY EN6/NEER OATS SHEET 3 OF �p L=9/42 L= I2°J•17' POA, /00,v.c. BENCH MARK. O. G• ?i. = 932.8°J cp O•G- 0.c• m Z +/ o.c �► h CMIZ• rWEST CURB RET., At COR. HILLSIDE ROAD AND MILLSIDE COVE. h h L C.5. 13.M. 8-20(0 ELE VA T1014 _ 1663. 086 'uEXIST. GROUNO Ca m h hki R �/" 6) Q NO,Prf/wE5TALs Vru mM Al A/4 00GRDuNO TP OF NOPTWEST CPa a A1�44 h h stoPE Q NOR7HWF5 T /t, _ -y''� A/4 A/4 A/4 y --- _--- «� °�a 0."7/9 / `rte 0.60 0 ^ \ 1930 � ti � � � � � � ,�• • ��.�� . : fJ30 70.98' V�. TOP of NoiPrflWEST cUiP/3 Q� _r 0 to . S. + 0 2'/ i- AIG d/6 d/6 e O 60 °Jo SLOPE 1930 CAP FOR ✓O/N V � tom W � � ti ��" 430 ° ewsr. aooullOC� � � � X41 n � 1 W6? ZO 4.DO % � a L=3/42 > 77-IG'VC. 0-c- P-r - 930.75M 4i to tn 4i 6e C9 /00 1/.c• to a1 P.r. = 932..39 aD m r0P OF .5041THEA57 CU /3 P:I scoPE A14; AIC, d16 EXIST. GjeOUNO �' tp .SOUrHFa 5 r It 79-40 �/ `14 14 A/4 0 f /950 a to �- rAN cR s 52 y TOP OF 50UryEA57* CU�Pr3 0 o i EXIST. G�POUNO @ 30UTHEAST I� � � O � � • ti � l HDP/�• /"_ .�O VEAPT: 0 ! 2 3 4 5 ro ? 8 ,9 /0 CUR03 RET. 0.4x..4 CUM9 DAM' UM9 RET. DATA / FTtio � C CUR�3 PET. RATA A C -9,y s- 'd r 00°Gt7 00 A tO0-99,5 6, 4z -00000,00" �. 6' / s � A= 90 000,00 R- Po•00, R- 180-00' R-- 20.00 " '2" R= ,?0.00' G (0,� L= 3/•42 La 129./7 ' L s 9/42 tee. `� Lr 3/42 ie 0 T= 20.00 TS 67 T 44" s 20.00 � . T= 20.00 oioo 2• � � 9324 Nr / /9 20 / = 93/.75 v 927.99 Fc ` /0 2 .cQ ^ G FL. 9�p.29 I EQUESTAN TRA/L728.42 0.9 a� bx CON5TPCC. C41A'jg G4/77rA' � v � PER 5TO. ,,p h S. CONST. PC. CARO 55- 0 esov f/ A2 7.0 GarrcP PFR.5ro. *` /�9 X,,'O �x 925.0 j 9?7.94 � •I �� G S� to /N5ULL W45 C)Vl=R 0z t� p•� �� 5a S/GtvS rO r3eMINF G 9,3l2% k ��0'�y _ _ _ 96 C01Y5T. /3AeA:l1CA/0E PEiP Zk2G� 9,�i�s OF 6' AF30v T. . �q � ,� � e 0 � %� 6 NO rE r W 2ne r0 f FACE ONCOM/NG M46c/C N R/W RIW /o ro zo V L50O l 60 I ® \\,Colv.5r P.cc CUR ` GUTTE�P CONST 0.25 A.C. PAVEMENT P�4 •4 �q� 25 OR 30� ` © 25, OR 3o,- IEQUESTRIAN TRA/L PFR srn. /is (g C. PEEP ryP/CAL SECT/ON ry/9 ,9MEET�,�� 21 GO 7'OR /p'�iE /e' /8� 7'OR /P' Ki �0�• 0• G 65 /25 55 5.5 /25 6 5 to Z6 2 0' 25 24 23 22 2/ Y•O�PIAf3[E s t/ " . > °o` °h� o�k� 0. SLOPE _- d'/ LEVEL p 3 O o LINE r, w,lVAR/AL3 LE /e / MAX. CURr3 /PET. 0.4TA CUR13 0,4r,A �` CURVE DATA Mqx. 0.25A•C•(CAMELL/A CT. A= 9o'00,00" a- 40 3955" a= 40°,39:55" CwHiPL WAYCT.mg F SrwZV eO.ZOA � R= 20. OO 1 R= ?16-00, R= 200.00 -0 5EE PLAN CONST. OVER L : -91-40' L a /54.72 ' L = /41. 95' V/EW FOR CMVMPACTErJ NAT/VE M.4reR/ALQ T= 20.00 r- 80. 76 T= 74•W CONST. OI`D/VEWi/Y5 4W/OrMS PER 57*0. IF /2a. MYSr. Pcc. CnRi3 ANO GarrF)? . ` PER 570. //-6ca In F.)OR a //6 rG C F.) PER PLAN V/EW. rYP/CALSECT/ON � CA Melm Im IAL VOR T CAMELLIA MU/PT, WH/SPLA WA Y CMIPT , 645MO0D AVE. - 00 FAL L/NG TAPEE LANE NELSON ENG/NEER/NG INC; FlFL D /300e RBF COUNTY OF &,4,V 13h:P/VAA=11:2/NO TRACT NO. 9 256 W O• NO 254.5 E. CIMPA-7,4/V AVE. SU/TE //5, 2 M00/F/E0 TY-P. SECTION 6V C 3 8--]1 ROA 0,eA4 PTMeN T FULLERTOM, CALIFORN/A, 9263/. a ADOEO T,PA/L e 6/GN/NG W L 3.F- 6Meer /MPROVeMENT PLAN RO,40 NO. PHONE: (7/4) B - /962 A00ED PVM'r. 5muor. SECT/ON �S/GNE/�F! ORAHN�Y G'HECKEI�/3Y APPROVES Fay F/L E NO Su�sMi7rE�gr Gni ASST. c0!/Nry ENnP.-R0,4,D5 0.476 CAMELLIA COURT R /. � 0 C.E. /6 7/¢ RECOMMENE��APPRO vlY [��Q'Q' (*(Z-4 C GATE REV/S/ONS PPR.A10ArE SrgsROA/. COMM/SS/ON -ENGSPCOUNTY ENG/NEER A4rE SHEET 4 OF 6 P. I. = 957.2¢ /00'Vc• BENCH MARK L=/54 72 h CN/Z. Q WEST CURB. RET, N.W. CORNER NIL L 5tDE ti RI = 992 94 s v Z ROAD AND HILLSIDE COVE. O c h h TOP OF WE.>T CUA7a a C.S. 8• M. 8-266 ELEVATION = 1883. 086 to Si.57 v.C• POMP. /05./5 V.C- ti h ti �� I P.L= 936.15 P.t. = 9 /.06 !} ti a ti 4j4 rOP OF WEST CUiP/3 ExtST. G,PoUN� n U � m ti w h �:� v �' G-D WE5T 4i � � I ti � a4 Q � g � ji EX/ST. GROU @ tti'EST f� lt% �u• op / u EXisr GROUND �� . U v * 11-1 v W O aj4 Q �} @WEST O ��'j ^ JoVg C9 ti EX/ST' AOUNo IrR, �- a, � o° � �o °Jo � h a � � ° � wEsr � o TOP OF { . ; /970 `� 1990 " ^ $ 20/0 /950 P/ SLOPE �=�/•4P � � cs Al 07 WEST CUiPl3 � •(° ° 4 4�6 POR /OO vc / B.A 70P OF WEST CZIea PI. = 956.74 a j6 100 v.G• i njG w P. t = 992.44 12 h U ti 14 alb TAN. GRADE O O r h 'S• FS.N aK to io p V h ~ 7� s Q � �1 � � / � � Q � � �9 �l1 � g TAN.CR e•G 6/o W a ti . / p FXI-557- GA'0UN/� 47 92 V.C. POR. 74.63 vc POR. /00 1f C. EXIST. G,f�UN/3 m EX/5T. GROUND '� o .r' Ca , t 937.82 P.I= 940.56 aj6 P.1.= -056.74 U ~ ►. ti Q � Qn p -q, to ^ apQ ,1930 u�xl ��' 1950 W ao °�° l97D 1990 ^ 2010 Vn v df6AIG rk LZ � O8 :1 LOPE Ala 2 S Ala F,5- 1'OP OF EAST CURB 2 p d/6 i [ 31.42 ti UNC ri1 Q ' TAN. G�P,4/JE = 8.00 %'' EX/ST. GRO",'O �g E•Y/ST. G�P4 EX/5T. G�POUNO E�fST O.c• @ EAST f� V Op O Lt 'J/42 t1 0 toov.c U Top o� EAST coR� _ X930 EX/ST. GROUND �2 1950 u g / 170 Q !990 /O � W� � �1• � V � 3 o ^ ova � � � 8. h o o m 41 �¢ rOP OF EAST CU,�a / -4 h 2'I SLOPE a a 6� V > oo °/a °/4 i� g.�0 �° V EXIST. G�POUN�J ' ° ° / l W Z � C�9 �a4 Wp h q^, h � � � dl @ EA5T rAN o� h v, , a 6 00 '/• V albt10 7, tai try t� A 6 Ki � p v e/6 n a/6 I aai aj4 tt .� u PiMF/L E 6CAL 9$ j4 ��4 aj4 4�Q a/6 m 61 +� /yDiPIZ.- /'��, d o VE,Pr• "= 8' TOP OF EAST cmeB /930 �' M � o� + O / 2 3 4 ✓` too'vc �' T 6 L=3�4?' /Z647 VC O.C. 992.50 D.c. CURB RI:7' DAM � CURVE OAA CUtP/3 RATA• e= 90'00 DO•' A 40*3955 A=40'.39 55 "CALF ! `s 40' jPa 20.00' R= 200.00' R= 2/8.00' L • -91-42 ' L= 141.95' L= /,54.72 T- 20.00 r= 74. 1' r= 60.76' ok e GO 6VIV5r. P.CC. CUR1 GUTTE)P G'O/VSr. 0.2 evveME/VT h� �o PER 5 "� //5 �6"C P.) PE,P ryP/ AG 5 FcT/ON ON 51-1 4 I V) IX 00- 6.0 305 t 2 a r h '� v CONsr. Pcc. Cu�P3 GuTTE�P o7. CONsr. PC-c- ClPosS GurTER PER 5T/.> "t //5(B'"CF) �} ( beano PEEP STANrJAR� //9 e I h I qb p W OtOO i. - ¢ /Nr. � n � v ,; 7' !O Q Co WHIRL WAY COURT \ 5EE .9yEET N4. 6 CUM. �E'ET r3ATA CUiPi9 RATA CUR/3 RET l.7ATA CU�Pi9 /PET. BATA \ A =90'00 '00 ' 4= 40'99 55 A= °JO"00 00" A = 90°00 00 R= 20.00' R= /88 00 " R= 20.00 R= 20.00 \ L = 3/•4.?, Lu 129.17 L s 3/ 42" L .9t•42' T= 20.00 r• 67.44' r= 20.00 T 8 20.00' L rReE FA LING LANE ,ATE: CONST. rJR/vEwAYS NEL SON ENG/�t/EeR/NG INC; F/�L �OD� �P�F. COUNTY of SAN 13,FRN,4,eo/NO TiP,QCT N� ,9Z o WO. A1O PER ST4. �` /2e 2545 E. CHAPMAN AVE. SU/TE //5, ® CMV0. G,P,TOE5 FROM 6+25 ro 7+e/-7B ROW D DEPXAPrM�NT DCC p `'Q F!/LLE�PTON, CAL1AV1eN/A, e?65/ 5 CORRECrEl7 LOT NUMr3ER I-Y510Ae A3Y DRAWN19Y Clr/Ee'A"ro'3Y APPROVEO FJY .5r e T IMP/CO1'L"e/Vr PLAN ROA/O MO. PHONE: (7/4) B - /962 j� A/7OEO PVM°r- 5rAucr. SECTION MAN, �Jr cog FA L L !NG TREE FELE NO _ ASST, COUNTY ENCR. - S SATE ,PE M ENE .9PP.P 1/E.o Y LANE jAfAeXj leEV115101vS APPA-. oATE qS DAoCOMM/59/ONFR-EN6R• O� coaNril ENC/NEER OArE SHEET 5 OF GD L=64-/5' BENCH MARK: L= 19.90 L=B4• /5 " o.r. O.C. o.c•, CN/Z. " 4 a WEST CURB RET., N W. CORNER MILLSIDE o.c o•c. G� 4eo7 vc• ROAD AND HILLSIDE COVE. ID TOP OF NOA Y CURB +� C.S.8.M. 8-26G EL E VAT ION 1883.086 r3 t9 O 0ti14 h � n O =v g u y v h m ro m , �a °Ja 0:60 0o Oc m L4 a B d/8 d/B W I EX/3T. GROLWO CM NOR HT 1890 W m m o a/e / 1890 1980 @ 1980 �/ �,o,�o v � � � 50 V.C• � /4 d/4 � 4 ro- EVSr. GAPOUNrJ @ WE5T f Al m ti 1)6 P1. = 984 95 V V O rOP OF WEST CURS ° °• ° ° � o •�, I.90 /• �oo� W 189Q m o •�� W 1890 /980' ! 1980 (2.75 %) o° �i EJ['rsr. G,PouN� 3 TOP OF SOUTH Clea W Eff s r 49 O O e EXIST. GROUND C� SOUTH t TOP OF FAST CU�Pi3 5.lz �, 0.600/19 a s¢6 - Ov O � n'y 94 V.C. A16 6 a6 a/e 3 1890 0 o o Pz.=8e.3 /890 /980 qN 1.980 °IaA/, % °/4 �" h a�6 A16 N) ci ale \ 414 O O ^ h h r` h c9 6�e ale o ti to � , air op t ro � � 4 PO rV /4 °1a to NIL � et9 h ap to, PROFi� SCALES L:3,.4?• 50 1/.0 W m 6 O.C. D P.I.= 964.44 HO /� O O + 39.90 V.C.0.4 L= 64•/4 WA7r: - e 0.0 ° P.L= 885.95 O.C. H/LL 5/!�E R04D FALLING TReF LANE - e SHEET Na / CUR13 REr OATA C� DATA SEE St/EEr wa 5 CORD RET. DATA CURB DATA 6 6l� 1! d= 90'00'00 d= 3 6 52 /2 6 p' I a r 90 00,00 A = .96 52 /2" R= Po-00" Rs 6200 90 30 R` �42' R= 3900 /2 5'3 39 L = 31.42' �� L= 39.90 /2' /8' /B" /P' D r = 20.00 = 20.67' �pc P� u' o� r • 20.0o x`��Q. r = 20.67 ' � � 10 s I v O 28 29 -o z p l m CdNST 0.70 A.C. PAVENIENr PER I D CONST. P.0-. CuRr3 .41VO 2 \�` \ TYP/CAL SECTj01V ON SHT. 4 6Q v ���� oE�P ST�J. �`//6 'A� � s 9 e3 �3 a = 259'44'24" h o�` ;o esa CU/PO DATA k�' 9�s f�. gd�b• _sr.,o o A= 253.44'24 ( bb t`' "s6 q� _ ���Q a$� Z 2 R= -98.00 �, . BZ. b� p5 $9U�• 30 �g 'by. 1 4 CoNsr. P.Gc. neleI3 e GUrme �dty PER 9ro /i6 (6 cF) �Q COA'Sr. 0.20,4.0 PfIVEMENr PER d (• �� I G ��T ti� CONST P.C.C. C(/,Pf3 6` G• TY!'/CAG SECTjow ON Sf1T. 4 6Q �h pD GurTER PE,?sra. (6"C•F) Q' � o EX75771VG 4" 32 17 i5 PLA 5 r/C GAS I I II CU�P/3 /PET �,4TA CU�P/3 l�.QTA CUA713 RET. DATA MR19 DATA A = 90.00'00 d = 36°52'/2" .6 =9000 00'" 4 = J6•S2 /2" R= 20.00" R= 6200' R= 20.00 �P= 62.00' L 1/•42' L = 39.90 L • 31 4P' L = -9-0.00 T = 20.00 r c 20.67' r = M.00 r = 20. 67' EA STI��/O4� A V�NUe WHIRL A WA Y COURr NEL 5ON ENG/NEER/NG INC; F/EL 0 r300X REc. C041N r r OF 5AN ogERNWRZPINO MAC T Na 9236 w.o No. e545 E. C11,4~4N AVE. 5U/r,6 //5, r ADDEO 51195r,PUC rIlee M0j40 DePX/�TML /Y T FULLERTON, CAL/FOR/V/A, .9263/ AO/O,60 PVM'r. SrRUCr. secnoN ® /aES/6NE0/3Y ORAWN MY CNECKE/�/3Y .4pPRO vEI� r3Y STREET /MpiPY��/EMENT )=I-4N ROA/7 /✓O PHONE� (7/4) B7 - /962 EASTWOOD AVENUE F/GE MO. • U/SM/TTFG�A'�' DQE A.SSr. COrrNrY ENGR. -ROADS /Og7f RCE. /67/4 WMIRLAY�A� Wd COU!R r MARK REV/.S/ON APPR ,DATE AS33`. ROAr7 COMM/ /ON -ENG� U,V Y NG//V R I.�ATE .5HEEr 4; OF 10