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HomeMy WebLinkAbout616 s . ESTIMATE OF QUANTITIES GENERAL NOTES DESCRIPTION QUANTITYNO _ �. • C• PAvI=MCNT KtL.L.S% D� /5 400 S•F- A,. C . PAV EME QT C,4tZ.tJT�L1 AA1 1G, Co 9>3 5.F A• C• F L�,V � �.NT 1 t� �.2r1 O P_ 143, 4 1 3 s F. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE -PLANS AND 12" P. C•C• C u t2. PS 6 U -rT E Q 4044 L.>'. THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. SN P C.C. C U (i' 5 Q. U T T F_2 5348 L.F. E 1 2. STREET MARKERS PER SAN BERNARDINO COUNTY STANDARD NO. 303 9524 6' 1? C-• C• GU2f� GUT T E f2. 5�S27 1-•F AND 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. cfL�SS GUTTEfZ 1, 9 -76 L.F N s T tZ E ET M A P_ IL E Q_ 10 GA. TRAe.T rro• I YIcAcT Ira, solo 'f- ,ntneT we. 1620 � 3. ANY CONTRACTOR PERFORMING WORK ON TRIS PROJECT SHALL t3ASZ2.1 GAD E 1•F 60' g,rllN dE2NAROti�tO CbU>3TY DQhIN,l13lt lASEMENT �ti6L FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY pR.tV� APPPOAC•N FOP- G.t-1Al.l NEL- 8e8 S•t= 20 SO' HILLSIDE _ ROAD RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING TeAPEzo1D c�lAtvt�aE;l_ t"�62 L•F SI••tT'. 4 DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT C tJ h.l tII LINK.. FENCE zo 14 L-IF 19 7.5 � ' 7 5 19 ----� SUCH FACILITIES ARE SHOWN ON THESE PLANS. 12 l � + .„ ' LINK FENCE PER 4. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED INLET ST1zUGTUR.ir TRANSITION 25 L•F 5.8.0 FI;.D 81'D. WG• 1 2 3 4 S G a 9 to it t•-I o OUTLET STF_UC.TU2•E TtzANSIT 1oN 165 L•F. NO �.P 151 G �p� 5 . AT THE COMPLETION OF ROUGH GRADING A MATERIALS REPORT AND THE 001-1-G-17 ST I?.UGT U2.E l IEA• �. Ir \ i PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE TRACT ENGINEER TO THE SUBDIVISION SECTION OF THE SAN BERNARDINO CATGtia 13A 51 N TYPE /�. t G& ....--- A•G BEfLM zw L.F - /i • != " �1 COUNTY ROAD DEPARTMENT FOR REVIEW AND EVALUATION. APPROVAL WILL $ 1� I 1 BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN F-EMOVE MY-IST c.OWC- COMB p.ND A' r_U7TEtL 1'Sfo2 L•G 1 � In 69 66 67 66 66 64 \ \ 12 13 14 � � MET. L1r. r IF \ I ! $'- 12" Cu1213 � 6u'TTE2. T¢A.N'►TIoN 3/ � 9 ' ,Z,/- V CURB GU TT E Z -r RANSI TI ON 2406 I-F `� � _eoNe3✓T• 4",Tu tGk 2 �!I \ � � 6. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE i ICEMOV6 CXt5T11J� 13AtZ2tcAbt= 10 LF CLASS 8 ComC;. 63 SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO 40tv�3T TRAP CNt►ts*t EL- • �- - ,� 0fttflq"aB" strr c t~r�-- RANCHO , Q�Mc�VE E�GtST•.g' A•G. g>=>zM 640 L.F. PGR S.5.00• FLOOD CONT. 'O � � Q=T REeT --�F --_ � �i r� STREET COUNTY ROAD DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS >aNEIz6�f DIgSAPATOtZs It p►ST• gTn• DwC3Qk- . SP 192E S�� 62 \ \ S1-+T9 , COMPLETED TO VERIFY: % I A. STABILITY, OIL CONTENT AND SIEVE ANALYSIS D>Zl vE APP tZ.O Ac N 121 2$2 S.F. /� /A� � F �� \ � tL� is �1 � OF ASPHALT SURFACING. i'L/2" CUR,er 6UTT.Em TRANS/T/ON G2 L. , TRAPE ZV 1 CA-�t L CHANNEL DETAIL II�1 ';a t� 5� 51 t o I \ � � I I B. R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT ? a - /4 CURa o9arreR 7RAVC1r10N 20 L•f NOT TO GC,A LI✓ � 14 . �' rL4 � OF AGGREGATE BASES. 73 C. L. GATE 4 • J. __ _ .r 6p 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, X9 �•3 N 1 COMPACTING ORIGINAL GROUND, AND ALL SUBGRADES SHALL BE PER- 5 t i7 FORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT N \ p. 1 1?/W 41 42 59 Sic" WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS 6 $ 4's d8 cj,Dr ZI Q ADMINISTRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR 33' 33' ' S8 { APPROVAL PRIOR TO PLACEMENT OF SUB-BASE, BASE AND/OR SURFACING. - _ GD /►� _ 11' Z2' 22 I1 SPER W Wktib _I I 6 . ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM - - O' I I ` W OR ESTIMATE OF QUANTITIES. 2G' MSN /t , \� z , • 8'Miw ao 26 4- F- : 44 45 d6 47 *�5 S6 1A RAPS 55' _V 0-` � . 2 2� Pit a�a t/arf F� _ _ 1sEEC{•{Wt�p"p ' 2 r� * --BE CHWOOD sly.r 7 --Qf - • - \ DRIVE --==�-- �O•Is I o.5 Y- -; -- _ 223 , so 0,9 Lir 2 �'f , _ ._ ---- •• O la Feom To PAZ ST EAST Wts zv Tt� cwr_T,�t_Isw 37 .f- TRAcr Wt). tiD15 --_� -- TYPICAL SECT/ON- %1A ER STREET TYPICAL SECTION 66' R/W HILLSIDE: ROAD i I ' r f' OM ✓AS/•�ER 671WE T 70 S7A. 3 vA OB. 25 NOT TO SCALE NOT 70 SCA L� �• 6CALI- 1+ = 200 R/W 60 30' so' 22 22 C00STRuCTIOM NOTES T. 1. S MEDULE i2, I8, 1e, t2. I 8, ; • 4 �5 �5' _ ! 1 COIVSTRUCTIJ25' ,de. PAVEMEMT. JASPER ST. T. 1. CUNSTR UCT O Z •de. PAVEMENT. T 7 o I7 t8 � a- CONSTRUCT e' cues E GUTTER P>"R S.13-CO. STD- �. 115. CARNELIAN ST. T I. p33 '�,�' h O CONSTR UCT 6" CURB ( GUTTER PER S-B•CO. STD. DWO 116 . T 1. 11 [FT t . 5 - CONSTRUCT 12' CURB >; GUTTER SEE DETAIL SHEET NO- I lk 005- t 2 STD• 1t5 HILLSIDE RD. --- ( O " , ION ORCHARD ST. T. I. _ _� _ _ - �� - •4 , O CONSTRUCT 6-8 CURB � GUTTER TRANS T O7 - CONSTRUCT A•C• DIKE PER s•B. CO• STD- DWG It7• TOPAZ ST T 1. COMSTRUCT CONCRETE GROss GUTTER PER S.B CO. STD- OWG. 119• 7,YP/CAL S�'CT10JV I 9-- REMOVE EXIST. aARRICADE . DRESDEN ST. T. 1. (vOT To SGAGE 10 CONSTRUCT BARRICADE PER S. S. CO. STO- OWa. 3os . DRESDEN CT T 1• hYGO/7 Z7iP/V& -- /r)WM ./ASP,&R ST 70 TOPAZ � ✓ I I CONSTR UCT TEMPORARY PAVEMENT PER 9.0•CO. STD. DwG. 3os A d0,Ec O- BEECH WOOD DR. T. I. l 7'OF�A'L STRE�'T - SROM BGECNW000 p!'t'/YE TD O/rC/y54/C'O ST. TYPICAL SECTtOIV CARNELIAN STREET 12 REMOVE EX15T. PAVEMENT. ORC/-1AR4 SJTCEET ^• �it'OM ✓ASf�e/r ST TD TU/t'AZ Sr 'NOT TO SCALE 13O REMOVE EXIST. A.G. DIKE ' 4 p��sOG'iV ST/FG�Ej- /TOM STA. 8+D5.23 TO 10+46.71 W/O CENTERLINE iONLY - �pC•�. O R/W R/W 14 CONSTRUCT CLEARANCE MARkER PER S.S. CO. STD. DWG. 304 ' cJ O' 15 REMOVE CURB g 4'GUTTER CURB LINE 16 CONSTRUCT 8 12" CURB 4 GUTTER TRANSITION. ���� �� 7' Ig' (8` '7' 1-1 REMOVE siclST 12" cUMP , t5" 3" 6" 1>sj O. 10' A•C. CAP Ovsez �X15T PAV6.MEN•T LO CAT I O W S S. . I/2RADIUS _ ___ -CURB ELEVATiOU 18 G;/Z' CUR,O j G!/TTER TRAINS/T/O/V _ _ Z tr UTTER LIN tO S-/4 N Cc/Ra 6L/TTER T/rANS/TJUN � �. ALMONO �r 1 6o R/w = ot6'R p h o.tG 61D�ahw t/4^ /t=r ' 12" C.F.-� j� �1 ZI Cors cf A �E,C c/rY SrD• 3oS R FLA sENDA H ~^--- ---^" I RADIUS. ( /vJ g �/W +. d► RD �^ n W fl/2 RADIUS 1 �� N 6 p P . 30. 30' �' I �' I �' -7 } ILLSIDE aD• 4 �M.RtEg 4 I• 2' I g 1 12' _ 1 ORC HARD RANCHO ST• ��-- p TY P 1 C A L SECTION- Of�ESDF'/V COURT to '�I 5 s 5 I sT BEE��+rroo e, i to I s.z I 9a. MOT TO SCALE �, ` • '21 1� <_ w1ASE1J f 01 I 0 f i y4K «/�, p a y� . I ! u"� o _ t. DRESDEN COURT - FRoP4 DRESDEN STPEET TO CUL - ME -BAC „ 0.313 I 4 /FT W 2. DRESDEN STREET Cpl) P=ROM HILLSIDE ROAD TO A+ lJ9.23 - G" C.F. L_; 24 1/4�F•r _LEVE1_�•-- - •r^� ,; CI FROM 6+9�j.23 TO IO+48.71 E/O CENTERLJNE bNLb - &~C•f r- CLASS B CONCRETE __--•� Q05p opt', Cd _ _ I r�, ti,. •� I $ANYAN U AVO. +� APPLICABLE TO ALL Nc�Mg>=R IN PARENTHESIS CONSTRUCTED MOMOLITHICALLY PRIVATE ENGINEER'S NOTICE TO CONTRACTOR NOTICE 12 C.F. C U R B 4 G UTTE R 5O L---� 2 The existence and location of any underground utilities or structures shown 3 1 T CAL SECTIONy 1 C I N t TY M A P on these plans are obtained by a search of available records. To the best of CONTRACTOR SHALL VERIFY ALL NOT To sc.a �� our knowledge there are no existing utilities except those shown on this CONDITIONS AND DIMENSIONS NOT TO SCALE DIS- plan. The Contractor is required to take all precautionary measures to pro- AND SHALL REPORT ALL DIS- A '`� /''fir A �j T X /. ✓ASPF STREET- .•SROM STA. 01-00.0&7V 3'r,+f• ?�2GIG>b TYP`CA.L SECTION ION T&SP ST!GEE 7 F�D�YJ �'T,Q. D DD 00 7-O S'TA. 4ei,'fiS20 tect the utilities shown, and any other lines or structures not shown on these CREPANCIES TO THE ENGINEER 1. BFiEC/y��00 OR/t�� f/rOM TOPA Z 6T. 72> CUL-�-SAG plans, and is responsible for the protection of, and any damage to these PRIOR TO THE COMMENCEMENT lines or structures. R.C.E. 14814 OF WORK. PROM f TA• ;f Off•15 TD HIL L S/OE AwO.4 Z7 . Nor re dr"/_&=_ PREPARED IN THE OFFICE OF NO, DATE v REVISION APP. ' 8ENCH MARK FIELD BOOK REF COUNTY OF SAN BERNARDI KIO IMPROVEMENT PLANS W.O. N0. OR S. B. CO. B.M. NO. A-2s6 MADOLE & ASSOCIATES, INC. �1.1�-�� ROAD DEPARTMENT CHISELED " O " NORTH END CURB CONSULTING CIVIL ENGINEERING tided s Fr �����ops TRACT NO*RETURN N .W. CORNFR HILLSIDE J44 /}�!�ec/ T� Ldt 54 �hecfi5- (-15- APPROVED BY: ROAD NO. ' 17802 SKY PARK BOULEVARD DESIGNED : ROAD .8� CARNELIAN ST. PRAWN BY: �� M,, � ;. - OV�ICs• � I / ELEV. 1948:210 IRVINE, CALIFORNIA 92714'1 '1 1`4-T) .. F I LE NO. to ` PHONE 714 • 540-2066T-- mwmm TRACT CHEGKEO (3Y��•�%r,�/�• � ASST. ROAD COMM.COME►�►GR. DATE 24 / 12-3t-� RECO►vIME►JDED BY: TITLE SHEET SHEET ]� of t3 J.M. MADOL.E R.G.E. 14814 DATE No. REV151ptJS 8Y p11T� COUNTY E1lIGINEER DATE • ..1.N. ttO-I35 I L=3/42' W 0 N Z 1 v PAA"774L V.0 N 00 0 k s 0 Q P .� 7 42 L 3/. 1690 . U P./. STA. - Nil � n N m m ^h oma.to � $ � 'p t\ Opp U R a � _ y, aj4 7.5.5y 4 U %N 1890 TOP OF WEST CURB W EX/ST GR6 UNO Sg Y. /888 /908 ce wEsr 0 8 0 h _-- BX/ST GROUND 1 M N CID wEsr 1Z I /8S� EX/ST. SU�PFACE � 1892 h1 / O ST. SURFACE i� /9/2 I /854 _ oti'. o�p � ¢ --�'�' •, _ /890 � - 0 M � / _ � /9/O 0 a /852 /892 n1 t /s48 /Bee j j 1 SCALES ,UDR/z. /" =40' YEF�T / — -, 27 28 Z9 30 3/ 32 - 93 34 35 36 37 SI'E SNl6r7' /Vo. // SCALE: 111=40' SEE SHEET NO. 10 DRESDEN STREET V // �' // �7 CURB CU�4li� DATA 0 CURF3 CUR1iE QATA /1 /6 f /4 Op Nk W T= 20.Gt0' m t2' lg' te' 12' m T= 20.00' J W <t /6'OR. APPRoAc// N 5 > I6 �>A I g 19 ��r�� EX/ST. CONC. CUf?F3 5 N �s���� M 15 Qs s Vca 0 � —N � N - •�` —�_ � N IBtiO_69 F.L. � ,I. Q' Z n 0a = W U � _ CUR.8 �` 1 EX/ST. CU�PF3 ` ^ W = /6'" GUTTER /8" GUTTER Q EX/ST. CURB�` 1 � EX/ST. CURf.3 � I m V U) , rr, /5 GUTTER 1 /5 GUTT , ER I r.-.4r'T , //V ol ih/Z' / ' /8' /2' !✓�! K-1116071 r-4,j CT A/Z /Z' %8' /8' /Z' 6-- C•' I I I R,4/VC"O ST. �G ,BEECNYY000 Df� CONSTRUCTION NOTES lO-- CONSTRUCT A •C PAVEMENT. O CONSTRUCT 12! CURB j GUTTER SEE DETAIL SHEET MO I SO--- CONSTRUCT CONCRETE CROSS GUTTER PER IS• B-CO. STD. DWG- 119 CARMEL/AN S rREEr 15 REMOVE EXIST. CONC- CURB 4'GUTTER . - Co"STRuCT 6 "- 12* CURB GUTTER TRANSITIOM 16 Cot,gr. t3= 12� CURB TQIs,NSITION . BENCH MAR14 i PREPARED IN THE OFFICE OF FIELD BOOK REFERENCE COUNTY OF SAN BERNARDINO IMPROVEMENT, PLANS FOR �'" c �'� S. B . CO. B.M. NO. A-256 CHISELED If It❑ NORTH END CURB MADOLE & ASSOCIATES, INCd Ant, CONST. t4OTE 16 �.� . g 9 �, ROAD DEPARTMENT AD Avt RACT :\lam/ fO RETURN, N .W . CORNER HILLSIDE CONSULTING CIVIL ENGINEERING C> _;.;,•, , : 12.S AppRovrrD BY: N ROAD 8 CARNELIAN ST. ; 17802 SKY PARK BOULEVARD t c,ir f` Cn f3'�': J.l.. �' C , I ,r1 FILE-: N0 . ELEV. 1948 - 210 � IRVINE, CALIFORNIA 92714 � `-� � � � i PHONE 714 540-2066 CHEGkED BY'Q' A T >?<�l�p COMM.�NCiR. �ATlr -_ ' . - 9524 .._ ....._ l2- t?6 RcGOMMENOE Y: J(A. MADOLE R.C. E JAB14 DATE N RCvistoN Y VAIL C►NTY ENGINEER DAT CARNELIAN STREET SHECTh O� t3 r 24X36 PRINTED J.N I IU- i35 1 . a a 1=31.35' V 4t2 0 0 h � W 1,747 EX/57' Gh'OUNO 1943 WEST Ae ro/'OF WEST G'URB , F & � , �55 21 /947 0 0• � ok /945 1943 N 8 �� 19/7 ^ 0 E1r/sr sURF,4cE g S2 19/5 p _ . l95O '� °` �► off. /950 1913 g Exisr. ,s,YRF4cE `� /948 m � /948 Yc. _ L-3 i.35 V W i /9/7 /952 l _ , /9/5 1950 - 0 ` TOR OF S TIS RB 0 ° /950 OU CU /948 ti a 3. N N g N /948 ST GROUNv SOUT1/ f a d � dN i SCALES . IiEF�T / = 8' 97 38 39 40 /0 // /Z /3 I SC,4L E /"=40' f/1LLS1,0� ROAD SEE i 6 6' A10.. 7,520 CU�4B cURYE L?4TA '� V /i' 2 ' PZ' ii' Sc'4LE: 1'=410' d=89'47V-5 !v _ �xrsr. cine� h� l /F=20.00 L-3/.35. Ioto — t r /9.93' i C a J Z 0 � _ _ Z W m N 4' 6e T ,5: � 5 qs s. W Q - - - - ON ME z/6 1 }" _ (V _ _ 1946.6 1 N I 19 44.0_I i N W lv — - ! W ,J O 5.94 lh 1963.34 O � Q - `+ - - WJO 3 � 1 Zy fg N 15 M = 0 \ th + l W Z O /7��, Ii 0WQCU2f3 C112VE DATAo, = O Exisrcu4f3 e= 89'4-745""1WWZ �T t9.93 wuJ %;�,4C7 /�'O. 67601OACARNELIA/V STREET` SEE AT LEFT I , i f f - COMSTRUCTIOM NOTES CONSTRUCT A• C. PAVEMENT OCONSTRUCT 8" CURS >? GUTTER PER S-9-CO. STD. DWG. 11°5 CARNELIAN STR�'ET a-- CONSTRUCT 1�„ GURB a< GUTTER sEE DETAIL SHEET NO. I ROAC 15 REMOVE EXIST• CURB 4' GUTTER 16 COf\ISTRUCT 93- 112" CURB GUTTER TRAIUSITION. I , BENCH MARK PREPA iED IN THE OFFICE OF FIELD BOOK REFERENCE COUNTY OF SAN BERNARDINO I.YPROVEME.ATT PLANS FOR W.0 "'° S. B . CO. B. M - NO. A -256 . MADOLE & ASSOCIATES, INC.' CHISELED .I O NORTH END CURB ROAD DEPARTMENT RpAD No. CONSULTING CIVIL ENGINEERING RETURN, #4 .W . CORNER .HILLSIDE A1VN APPRpurb bY; R- ACT k ELOAD EV. $1949-210 CARNELIAN ST. 17802 SKY PARK BOULEVARD �Esicaty Eo 8Y: ;'�'� �� � - 'J , It�.'1� FI L E NO , IRVINE, CALIFORNIA 92714 �� PHONE 714 - 540-2066 C H CCk M B J.a ASST. rzo.nD C��c.�� G REC61.1►fE1aDcD DARNEL IAN ST (N HILLSIDE RD. SHE�T34F %S J• M DOLE R.C.E 1481 + PA-rt? N w9 43 2 4 'RC�151p1�1 8Y DqT cour,�zY C►iGI►,�E[R DAZ+ 24x36 PRINTED J.N 110- 135 r j i : 1 'tet 1 -1 19.54N m Ni 1* L=3/.50' Q` h 4� nt C} \ `►. a /7470/ v 060' Y.C. "'I 1. _ /946.73 V l958 p /50' C. P. /. = 1949. 74 1•��.42' Q { /9.56 g m g � 0N - INN ti52 .0. ,� � g �' $° X00 °oma `� 0 a TOP OF SOUrN CURS v : �,a ti o. \ ►. [� m N : ; N � h �} Vh � o v �, �0.� `►. \ � /9501 m \ a EX/ST. GROUND CM 50417--1 J� \ SCALES NOR/Z /"=40' VERT. /�r= 6/ , 3 5 6 7 8 9 /D . PAZ SHEET TO 6 o" ,JA SpER sT 30 30, �k 1 ' 48,, I � 1 SCALE T�E',��r'T lt/� 9�1�4� �\ �( 1 : ,�.,� i .�t G' V r.o�� W I � ` e th N Q Z 195 •� (1956 `-'2) -- � - - )958..42 F.L. 1�/ lV 3 —\\ �� — �- �- (946.76 1947-03 .-- .•. 1946-11 19463 � W { N p U/) \ I I 1955- 50 ` I � do-• V� l �. `� CURB CU!?!iE DAT�I \ ��— -! W _ d =90'/4'22" \ i\ \ x CURB G'UR!/E OAT"4 CURB CURIrE DATA `I� J W d = 9oo�GV" t °P 4 - 90,00, 0" � = in 20.00' R= 20.00' ` a�a R— 20.00' , m rn [ 3/.50'/ \\ ?� �A\ \ \ \ �� -40 O 3d , - T 20.08 `0o- -A \\ \\\ 0 � ��4° S �, \\\ v_� \ \\ \ \\ °q�F 6 Ak 7 m i2' JASPER STREE+ o� ` tia '� \\\ m \ STREET SEE SHEET NO. 5 �kti ap���ti i �o �2 DRESDEN ET No. 10 -70L,'� ��,� SEE SHE W d7 v<� CONSTRUCTION NOTES CONSTRUCT A.0 . PAVEMENT• CONSTRUCT 0311 CURES 4 GUTTER PER S-S. CO- STD. DWG. Its. O C0M9TRUCT G*-8 GURB 4 GU-'TEF2 TPXNSIT10M. C0Q sr v-UGT O.to A.C. CAP OV E e trX 1ST PtaV E M ENT• ROAD BENCH MARK - - F i ELD BO©K REF. COUNTY OF SAN BERN R IN w.o. No . S. B. CO. S. M. N0. A-256 = PREPARED IN THE OFFICE OF IMPROVEMENT PLANS FOR - CHISELED NORTH END CURB MAD©LC & ASSOCIATES, INC. s Addtd Co,nc. 5,dew,e,lk 4/2 ROA DEPARTMENT RoaD No. RETURN, N.W. CORNER HILLSIDE CONSULTING CIVIL ENGINEERING DRAWN 8,•: APPROVED 5Y' TRACT ROAD a CARNELIAN ST. ELEV. 1948 -210 17802 SKY PARK BOULEVARD DESIGNED 8Y etQQ "� lit �� F'/LE NO• L0 111*10 9324 IRVINE CALIFORNIA 92714 � C-HMWED ASST ROAD COMM. flAT6 o _ By:Cf' -,NO E 714 • 540-;066 I 12- I Z6 RECOMMENDED y . HILLSIDE ROAD SHEET of 13 J. O E R.G.E 14814 DATE 1.10• •REv1g31oN 13Y DATE COUNTY ENGINEER DATE 4 l' 247['6 PRINTED ✓.N 0- 135 . t i I I X � � gN /902 g N h i N o g EX/ST SUiPFAC'E h �f 19� L o ATS �P 8 a " N V N / 4 � � • N N EJC/ST. SU�PFACE Op � •�� 0 /952 CL Nva g AT /94B � N �- 1 4 d1 4� 7Q (g22 O (L 1952 0 t0 L-3/. L =3/.33' f �9J�f� �/ 0 Ilk i °J 4� L= 37,SD' S N N n j /949./7 0 ti b m �kiTD 4 EAST L`UR$ h W t TOP E,4ST CURB g f ® V N d a/4 ph, blo% 4 i ,(053°° /a 0 � m Q /952 .� � � .6✓`�JD �EX/51� G�UND EAST � � y � � ` U k5 I EX/Sr. GA IND EA5r I� MN Ur d A� ar �So�D `4 ON N p � 2 3 .4 • .� v�izT' i= 40 6 7 B q � . /9/D 8' O SCALE /" =40' ORc",4A'>o Sr. 1 W U N G :A=Ac^. T I X10 7/ 7F I I oo I '00 • I + r�lp I I l3 �38.8� � 938.a8> p (lg5e.5e� I F le { \ X36.22 t938B41 MAcr I c ,BOU/VOAF2V fi D _ `� ( 3 3.7)74- 1 _ G.c. t9 7. � 1926.25 � 1938.73 1938.97 N `_`` ` .` 521060 1925.581 3 1938.06 I n I 1938.30 3 1957.4 I II/ N rl'9 � �—J— E D ilf f" 1 4 6 p c1 a 6 6 t+n 40 �0 6 030 o s ,S¢ 41 ORCHARD STREET s�iLc.s/oE ,QOAo JASPER STREET SEE SHEET NO. 9 SEE SHEET NO. 4 SEE SHEET NO. 6 CURvE Z2ATA f2 L T AO /4`41'3 G 300.610' 76.93' 38.08' COIVSTRUGTION MOTES ® /4'50'05" 3/8.00' 82.33' 4/.40' a-- CONSTRUCT A.C. PAVEMENT. C /4'50'04" 2B2'col 72.32' 36.36' 3 CONSTRUCT 8�' CURB � GUTTER PER 3. B. C0• STD. OWG• 115. ,�„ - ,5 , aA SPER S ��� O90 a 20.00 Il' [6}— CONSTRUCT 6"-8" CURB GUTTER TRANSITION• O B9'45'3B" 2000' 3/.3! ' /9.89' �� '] CONSTRUCT A.C. DIKE PM S. l3. CO- STP. AWE: ll7• O [4050'05' 300.001 -77•(o-7' 39.06' I- REMOVE E'4mr. BAfL21C t�AE O JO°04'211, 50.00' 78.60' 50.0c0' 13 Remove EnftsT. 4• C. D1kE (g CONST O•/D' AC CAP OVER CX/Sr. PAVOA'?' iS/r 4. i PREPARED IN THE OFFICE OF -ld5 BOOrrC 12� Gl3UNTY OF SA�t/ /SEl2�t/A�ZO/.Vp ft/O. �t/O. BENCH MARK S. B. CO. B.M ., NO, A-256 MADOLE & ASSOCIATES INC. ® _ -ROAD DEPARITI NT CHISELED ❑ NORTH END CURB 6V/SED p44N /�ROf/L6 of ✓a3PE� Sr l�'Z? ,2040 A/O• RETURN N.W. CORNER HILLSIDE # CONSULTING CIVIL ENGINEERING � ,f;�:t. j`r, `' i t•� j r # TRACT t - - o,PAw�/ BY 4PP.rzov�o B ROAD •8�7 CARNELIAN ST. - 17802 SKY PARK BOULEVARD p001'f'meody- � �� � -) • (y-11 A1140 No ELEV. 1948. 210 IRVINE, CALIFORNIA 92`714 q -=; NOw 9 L P-HON E 714 540-2066 . _ . ._. .- Gf/Ez�tC�Df3✓: ' f'-`¢r. ,° A"T,C0,4O GG.ttiy. E�/yi�4 0.4re JASPER STREET SyE'er o� 13 A10 .c��✓/5/O,v BY c 5 ccluvT Ev�i vE�rz o,4r� 21X36 PRINTED ✓.X/. /Jo i F L- 5d•27 OC. 1 �4 �4 V v QfillV L•23.40 L 138.80 ' V.c. 28 EX/ST. G�P4UN� o. N a h Lz25.49' ' AT wEsr ,� `o � � MR 40,=A10AF �/ CURB v �.�' 1902 /9/2 - ! 1 r = 3 B5 j 6X/SrGRGY//VD /9/2 TOP ov= w6Ssr CURB AT AuvRr,U /9/0 W L-¢-70.06, 'wZlB4'I!C• 2985'Y.C. o•c 383% `� - g h U CAPD W UNE �,, p � p m p pa 2985'I!C2984'i!C. �o �p `a V ./907Zo T\ 190-5.,9,6 0 g / CE/trlE/PL//1/E PROF/LE Pi = �' t/NE / EX/ST. GRG4'J ; 907 NO j 1\0 4j ✓882 ��� /. /942 19/2 � Q` 19/2 1 /91w /9/O /878 N / R' 2 /888 /9081908 5• /902.28 o a ti b/4 /4 e�0 /4 U �� ^ h tl! gyp` t` b i NO ►� t=3/.20' L= 50 27N N- . MR o� soon/ cUR� I v °/Z W m Exisr. sU�uo `� a 7 ,4r EAST /902 19/2 4 %9/2 / o °�' /9/O EXiSr. GRGIUND SDUTN f �' I!c. s0'mac. W TOP Of n 6.4sr cURB o. { lk 414 IN v � � S � a/4114 d/4 ` W N 0opp �' 0 rn SCALES \NZ HO/F/Z. //'= 40' g 2 �O O l 2 3 / 80 W/Fr. !�� _ HEE't N 0.'S SCALE : !^'=40' SEE OAR $rR� JAS SEE THIS SHEET AT RIGHT 1 Q JASPE 4/ 42 SCALE /" 40' � R STREET I Iti 37 38 39 40 N YJ W a I - a TI I � 00 po P,4VE pVeQ EXtsr, PVMT O, V 1 OIC (Gh O V - �Im t.1ECE5SA2Y -rO FORM I I J 0 �� SMOOTt a SUR�AGE W O �IQ Nk -; o t° /0 2 I `1882.69 3 O 3 O ^ I // Y2 i, . \ ` / ��Il�� !909.52 3 `9� B'S> / IS8'E o2.•,.CaowN ��rJE Q `Vj 2 `�QP�p I / / \ �� /f• �°'�` O IsoB 86 0 1861 56 3 1891•71 169 r✓66 3 I of .03 t 3 �q nl g 6 Igo3. 6 E \z s �i� 1 1n ( O B" To No 0��� °v U 44 0- �;�, 0 in 0 p I o n -M ,�leoa,UoC�rea N p �P o *,0'( I O�c z _ _6 0 - ,PE7zrev n Ok �a m �' •? e k� to 440 36 N W 44 BEECHWOOD DRIVE SEE SHEET NO. T JASPER STREET SEE THIS SHEET AT LEFT ' CONSTRUCTION NOTES I CURIiE DArA JASPER STREET JASPER STR o-- CONSTRUCT A•C • RAVEM>-fVT. E�T 3 CONSTRUCT 8" CURB GUTTER PER S.H. co. STD. Dwa. 115. R L T CURVE Oq Tq C0,0''O. Q AO 900001 O" 32.oo so• 27' 32.00 ' o R T coNSTaUCT 6" CURB ><, GUTTER PER S.S . CO• 5TD. DWG- 116. © 230.33'23'1 62.00' 2549' /2.93' 90'04 2i" 3'2.00' 50.31' azo4 ' © C01115TRUCT 6p-87 CURB �' GUTTER T12A1�SlTlON. �j/ 8 LOUSTRUCT CONCRETE CR06S GUTTER PER S. B. CO• STD. DWG. tl9 cO 137*6614611 ,58.00' /38.80) /47.67' O V0°04' 21'' So.00' 7H• Go' So.oro' O OD 89`22'46" 20.00' 3/.20' /9. 78' IO 3451' 22" 58.00' 35. 23 18.21 ' i © 50037'/411 20.00' 3/.63' 20.22' F 94'GYJ DO" 38.00' 59 69' 38•�' BENCH MARK s' PREPARED IN THE OFFICE OF FIELD BOOK REF. COUNTY OF SAN $ERNARIDINO IMPROVEMENT PI.Ah)S FoR W ° N° S. B. Co. „B.M�t NO. A-256 MADOLE & ASSOCIATES, INC. , © �E�� o oma, aF�� � sr• cz.z=c ROAD DEPARTMENT ROAD No' CHISELED 11 NORTH END CURB -- TRA�T ' CONSULTING CIVIL ENGINEERING t RETURN, N.W. CORNER HILLSIDE { DRAWN e-Y: �._p c)vE.t� $ : 11 ROADI'BI CARNELIAN ST. 17802 SKY PARK BOULEVARD L?t:S1GNED By, _ � �-_ ' r� ��'� �O� ���4 FILE NO• ELEV. 1948 -210 r IRVINE,"CALIFORNIA 92714 �J A�S'7 ROAD COM11• Otz. DATE L1a i PHONE 714 - 540-2066 GNGGkCD �Y.A'�1'' _.- - �► .�Z-�t T6 1z�coMnt�.NDc.ti � _ -------- JASPER STREET .. , .1 - - MADOLE R•C•E . 14,814 DATE 1.lO. EVIS ON Y c-nUN-ry ENG1wsF-;z RATE SHEET �' OF 3 247[36 PRINTED J ,N• 110 - 135 S v md/z v t 6. a�4 EX/ST. &ROUND�4 N'LY f L=3/.42' ' L=3/.42' 75' PA�PT/.4L vc. "14 ` -,....k_ � P. /. _/879./O _ '.• t 3 1992 - d�2 tq Q/2 V X890V vi m �'� N `O N W W L 39.90 ye a S W .moo' �•.. r. � ap m� N m N N N� �4 / /8 .S�o o j TOQ O/c &L y CU/Q� .�I �0 3. 0 to V ,, hO o4 �8so ti m "i v N /878 o. � /5;oT• 6kbUN0 C. �89a -� /878.88 1888 _ `'�` � �`�• h�N W L=3/.63' �=3/o/ N N n � �. Q• N I\ m d�2 °�° ` h ro �o m �• a `� Q` /DENT/CAL f�D/NT IF30 '414 1892 �� 4 /879./O A888 39.9D' w N N N i N nN � N � TOP OF SLY CURB � �� ` 1878 � i 50' VC. i SEE SHEET N0. 6 - SEE SHEET NO. 8 JASPER STEET _ T0l=Ah'Z STREET scA�E i 40 6 0' 44 45 46 47 1 610, 55 .56 � 37 � M= i I 1t� N M I� 39 ,A a I (0 I m 164.00 � � � 4 1882.23 p � � n � w y8�8. � ` N - •_"'; n __ _.__..._ _ ;`. 1893.50 O 1681 73 � Q fi� 187�J.94 _A�< co or, O ��18713.?7 �ue��a'2�' �� N j 1883.�7 1693.47 4 18F31. 3 6 r881 06 1879.sQ I 1880 4g 1679.27 saE SisCET 1l Po2 s.�. S.B.G. D. E. I b ` 1 1d 4d \�$ h CONST LATCH f.3AS/1V V D E LD/Y 6LOG�tAMLL 10,6E STO. ORNG• NO- 2OG F I V 'ONf 1RMCT�'O PF• .9eAP1AAS RMV C W- ?4' V � N sm. ,vo zoo �0 20 h ti � g N 14"c.F n nl I '76.02 1 I 7S 35 � 0 9 38 6 35 34 33 �I 32 3/ 3 2 3 � CURVE AOA7-A T CONSTRUCTION NOTES U BO 90°GD'GY/" 20.OD' 3/.42' 20.60' � 62.GY2' 39.90' 20.6 7' O CONSTRUCT A.C. PAVEMENT. 272.04' 35.74' 1790, _ O 7°3/'42' 308.04' 40.47' 20.27' BEECHWOOD DRIVE O CONSTRUCT S" CURB E GUTTER PER S.B• CO. STD . DWG. IIS -,5.91 14'C.K. -ra.7 O CONSTRUCT 6" CURB , GUTTER PER S.B. CO . STD . DWG• 116 253°44'24" .33.40' /6B.29' • OCONSTRUCT 6�-8" CURB 4 GUTTER TRANSITION. � OCONSTRUCT CONCRETE CROSS GUTTER PER 5•B GO• STD• DWG 119 20 9' 14. C4/R8 € 9-VTTER TRANS/T/ON X5.96 F7S-29 CATG N t~3A�I tJ DE A t.t._. 44C BENCH MARK P R E P A R E D I'N THE OFFICE O F 1 �/cL� Bpp/� ,��c� CDIC//i(1T y OF 5H.(/ •B�c�.Q�c/A�2�/•C/C� 1�f�0. S. B. CO. B. M . N0. A -256 t MADOLE & ASSOCIATES, INC. ; ROAD D TMENT CHISELED NORTH END CURB EPAI3' -0014V Ala ` CONSULTING CIVIL ENGINEERING TRACT RETURN, N.W. CORNER Hi LLSIDE �,a�w.v.ay. gP,o2ov��.BY. ROAD Q CARNELIAN ST. 17802 SKY PARK BOULEVARD ELEV. 1948-210 IRVINE, CALIFORNIA 92714 oEs�c�w�osy: � QQQ � , �y,-}� NO. 9524 111445 t/Oi 1 y -PHONE 714 -540-2066 - .. ..... . G�IE�j�EOF3y' �- ,055r�Ofl�J CGit�N '/Z. GI4TL olteoo • �. 0�� c2-3c�� ����M�� o er.• BEECH WOOD DRIVE o� ..!3 W.R,4ZWZe .P.L'E, /4r0/¢ G4T� �SrO. .2EVi5/ON Y oqr� GarivTy ENl1&veF� cf4rE 24X36 PRINTED V.A/. //O-/35 a � 1920 EXIST. GROUND Q N 'LY I9/5.75 W 1 /00/V C. GO V 20.45' W..45' /893. 25 VC. VC, y W Na _ 1111101. lop N - : � -'�,_ � S m h � �� m � m � �•- — v �� a a a a �,.� 19tH , 31.42 Q N \ 50.98'Y.C. W � R�5•� � P./. =/9/3/9 ; _ R p,0 1882 � � __i � ��.� ., p 0 O � � , . y c� v � 1922 v� IesO �� °? p p\ m h N I 1920 >; RI =1882.16 < <,� EXIST GROUND @ o w a ,) — u1h cv �/GV V.G � cp + 0 ut o �� i �4•Z5l P/. =/893.25 N � oB � ' � a 18801878 ' o R + QD i0l, X *31.42 `j �► � � { { rn ,fie �" EXIST. GROUND (e S lY �? 8 O 4C 8 \ x '4 1(0 a m Z o PROF[ L E 1882. I NOR IZ. ("= 40' 1880 '��� 2 3 4 5 ER-r. l" = s' 6 7 SCALES /"=40' V, 3j? 2 306 , I Vit. �8. o s, v oRo1f, SHEET A a 47 RD 3T No' 9 RFET 48 49 ` I c ` x CZIRK6 Z24rA m CUre's CZIRvE OATA d = 28,42'23" d - 28 42 23 R= 800.co 782.610' L = 400.82' .` p^� / 65 39/. 80' r = 2614. 7/' 4fs , r - 2oo./o ory � \1b h OG q• O / \ 2 64 o � - zs- 4 S �chwoo EE D �► �m SHEET DR,VE 55 No 7 62 �8 6i .59 60 CI11?3 CURVE DATA R= 8/8 OHO' r = 2093/' CONSTRUCTION MOTES ����� STREET � CONSTRUCT A.C. PAPEMENT• - 4O CONSTRUCT 6" CURB st GUTTER PER S.B.GO STV- DwG 116 COUWrY OP SAN BERNARDINO W.O. NO. PREPARED IN THE OFFICE OFA FIELD BOOK RE-F: IMPROVEMENT PLANS r-0p BENCH MARK �, i S. B. co. B. M . No. A- 2ND IMADOLE & ASSOCIATES, INC.! ROAD DEPARTMENT CHISELED 0 NORTH END CURBS TRA •CT ROAo No. RETURN , N.W. CORNER HILLSIDE (CONSULTING CIVIL ENGINEERING SPAWN BY: APPROVp-o BY: ROAD B CARNELIAN ST i 17802 SKY PARK BOULEVARD DE--StGMED BY: �' 1 �I� 'l _ O. 9524 1=11_5 wo. ELEV. 1948 - 210 J . IRVINE, CALIFORNIA 92714 ,• , ')HONE 714 540-2066 CHECKED 6Y 1 ; . ASS r ROAO COMM. EKIG2 MTE r TOPAZ STREET SHEET of 13 J. /7DOL.E R.C.E. 14814 DATE Mo. 12EVlstOW BY OATS COU IJ TY E►JGIhIEEF2 DATE i d/2 va v yj qj m m 001 ON f r _ _ _ _ _ 3 _._ _ _ .- _ _.._ _ .. .•_ _..._ _. - _ /940 �, o• �, p p 0 Lz io4 ( � t_= 42,i5t so V.c- m � /938 a/4 O � Om Nm Pt = !913.00 d 0) t ^4 R_SIB TOP OF N LY. CURB t ---------- -0549,' L z //O./2' 50. 98' VC L= 2727' L-92.07' O.C. 0. C. f'/. =/9/3./9 EXI5T. GR. 6) N P_ �=25:49' Q so v c 'Q sr `'� v _ W T=X.GR• M. R , w cp �t m�1 N O En"3 • 6� om U N N `' > r> Pt=1836.n2 Q (\ M C} N N^.- .�' 0? �0 U p_ 4� Ill O � � w � � W /922 19!2 aap0 tno4 � 1942 a� ti +� fi �, a v U p a + lg 2 I /940 N /920 i9 c0 -�eo ,,: t 9 t om Vm 0 2 Q Oft a -- ,Q 3 • a /91a (sce TO P O F u LY. CURJ3 a� 7 8 C20WN L..IKIE PL = U.T 380 + Z=;3150' '� Ex I ST. G a. @ Q L.= 40 90' !•; N , O m /9/5 s9/9/622 57-50 V G m 4 r N �Q4j � Qo 70.45' 20.45' r x EX. G12. /oo� Ol 1` — `� tv o - Y Pt:19oZ58�i V• J N �•d !DENT!. Al.. op 4ti �-- N N /942 M N ,,, o I n O•0 � /922 t 9(2 � tN` w �m -! 0�� + � •� 6t -- !9 12 i94o a GRAVE �-- ��� /920 l9 co °O t1 �N 6) , Q.2.2?tea ; : �g40 /9i8 1908 N a 1 i 906 GRADE n u M • '� N H EX• G IZ S. R. �-- $ �' TOP SiLy CURB � /922 !9 t 2 e L 19 2 W TOP OF SLY. CIJF�B �� � h � � 1920 19c0 � � �.— �� �=2•.2? �� N � N � 19lo . —�' o� 1918 1906 O x V to V N r; U N 1908 J J EX I5T. G R. QD S. F� �_ s ' o �, m tr 0• w 0 1 �s��C o t� G o a • O. O r, 6 0 m to o a 5o'�c• o �? — Lz 73.40 U O 0 6' 25' 6� 50'V C• w O L=Sd.d9, L=49.24' L--2334 P.t=19!3.00 PROFILE 1 I , HORIZ• 1 40 L=33.42 V ERT. l - �j 4 � a } SCAL E /�=40' SCALE /"=40' G. V /4 44' 6 0' 69 68 67 66 V 65 �� \� p m`. i G i 5� colo 1 -- — -- �0/O > o � 4 2 `��`�� ����`fO • 63 20 IZ >_93 1 9�6 Sa> 6 Qj '2 4J O 06.6 . 9os. 4� O 9 ` 1� _ c� 4 wee X9/3 fi L. ro 4 // Q >> 9-z m I o° of Q / .60 S4 33 S2 5 Q►� 5� k� `�� �' 'f ,i1 Cl-IRME OATA JASPER STREET oQ o � �` . U �(�, j L] R L T SEE SHEET NO. g .4 A 23'33'23" 62 00' 25.49' /2.93' `> BO /OB°47'/5' S8.G0' //D./2' 80.99' O 61040 32.00 ' 34 45' /9•/o' CONSTRUCTION NOTES 22 OD 2223'09" 268.00' /104.71' 53.03' OE 26'36'35" 250 00' //ra.//' 59./2' • � r �-- CONSTRUCT A•G• PAVEMENT. DRESDEN COURT ORCAlAqD 5����. a CONSTRUCT CURB � GUTTER PER S•B.Co• STD. Dwa. 116- O 20'S2'(�i�" 23200' 84.49' 42.72' O GO .38'S7'2i" 62.00' 42. O 249`29'54" 38.CO' 105.47' O 2/33'55" 62.04' 23.34' 87.3p' 43.98' O 6/'40'29" 38.00' 40. 9o' 22.69' BENcN MARK �, PREPARED IN THE OFFICE OF HELD BOOK REF. C'OUA/ry OF SA/V BEQIVARD/IVO /i1�1PROti�/yl�NT �L.AJVS rot? w.o.�vo. S. B. Co. la.m. No. A_256 MADOLE & ASSOCIATES, INC. ROAD DEPARTMENT RpO,gp Na C41iSEL F-b Cl " NORTH E140 CURB TRACT RETURN, N.W. CORWE2 HILLSIDE CONSULTING CIVIL ENGINEERING a,Q WIV .BY.' AppR0vED BY' ROAD CQRu ELIA N s7', f�GS/CHEW Br. ' CC_e �1 <<I '� ' 1 1 O. 9324 -/LE/VO. 1780?_ SKY PARK BOULEVARD •, �,�. ��••. � r ELEV. t9A B.2to IRVINE, CALIFORNIA 92714 cNEc%ED gy!Q' AS5 • ROAD COMM. R• ATE . PHONE 714 540-20 6 ,(2-3t="7Co ,QEC pMNjE1i/DLD L3Y' ORCHARD ST a DR CF Dp F C.E /48!!x. PATE D. REV/SIO IV 8Y �AT� CovN-ry ENG! EER D T DRESDEN c7'. 5f1 9 13 ✓.ti Iv N :axae vR,NreoAl 43.5 L 3/•4?' V t^ V v ff 4* �a .N �O o. L•'L7.2T 1__33.42' r; 0 EXIST. GR, l9 Wl .. /9i2 So�o °�o U a \ O <J o Lu— NJ \ v J X908 — a o,N EXIST OR. 9) N. R.. 4j kbTOP OF N LY. CURB 0 h2 vo O O <j p 200'VG. ui 50 o►:�v NM � � � d � �� � � P./ _ /884.38 ' c - 4 v Q — � h 0 , 4 m �r11 L= -35.40' i t , �0 0� L 3/42 � � TOP OF � � \t NN N LY. CURB \ \ /9/0 a/z EY I ST. G R. �. . 0 t\ �, ►. a N M n V /908 h ��� �� � � � '�\ M 41, mop i L=3/�?' V /G0' Y.c. Q`�Spate =/92/. 70 Q= �.so � p� h EXISTsoo . GR. Z _ _ W a 8 v 200' vc. R=//0/ � N mN ' QO 0 � Q 14 a �, GRADE � -Z ,��, o _ .� � ` M 14 Ct• N TRANS. TO oNp N \O \ N N �� �\ s \ 0 C(1 ; �T/LT SEC. nl �h 0� �N 0� Q \ GRADE Op � � N n til iti 42.G�4 4.C. " \ Q 50 d 1 M /9/2 �'� 41 0x N tt1 CROWNL/NE R/ /Br3/g8 EX1sT. GR. @' S 1i. X908wi Pi =/92/.75 CIN \ EX 1ST. G R. OD )� . 0 � Oa 2�, KC. R= /IR �j � ii0�� � TOP OF S LY. CURE ' M N �\ ►. N V� QN• 8 ���N � > d2 _ [= 2S 49 �2 L- 3/.42' vm \� TOP OF S LY. CURB % o.��a N M ,-QD ��� m to 0 t- 6) � N cp W 40 ,., vE,r�T / 8 rz = 20• oo' L z 31 . 42' 20- 00 , lO �G, lD� SCALElivoOo 9�7 Ok �� SEE SHEET NO. 9 03� 0 8 h DRESDEN COURT \� S � Z N 1 lq�63� /7 ,�7 83 �" O. / N n �I �8 /8 �� co 8 o �p \�pob. � a I 1b1o6 N 19 ("ll � `n 40^�� 8 � � tk O NY ci tt'' C Sy R 7 FFT °qo �' N z e�� z� W w N° x 2/ 22 23 z4 � ' al 25 4 h Ox �m c�RVE ,oArA a R � 7- .4 CONSTRUCTION NOTES .44 26648'50" 4/8.00' /95.62' O CONSTRUCT A.G. PAVEMENT. O19610 as 40000' /8720' 4�— CONSTRUCT 6.. CURB GUTTER PER . B.CO. 5TD." DWG- 116. cc 26'48'50" 382.OD' /7g. 77 CONSTRUCT CONCRETE CROSS GUTTER PER S • B. Co. 5TD . DWG. t I9 OD 78�08'O(o" 24.G}0' 27. 27' /0.24' DRESDEN STREET 3 COf4STRUCT 8'' CUtZ18 4 GUTTER PER S•6•CO. STD. owo,- 116 O95'44'35" 20.00' 33.42' 22.// O 23°33'23" 6200' 25.49' /2. 93' //0�30� �/' .Gid' 86' 3.6! O CONSTRUCT 6~ $" CUR$ >� GU�'ER TRANg1T101v O8 A2,50.53/23' 62.00' 25.4%' /2.93' O63"23'25" 32.04' 35.40 le.?� O63`23'25" 3BGl�' 42.04' 23.47' j3ENC14 MARK PREPARED IN THE O FICE OF A7,940 �oO,rc ,2E GOUit/Ty OF 5A�c/ BE.2•t/Ai�2O/i(�(O /Mn/ZOr/�it�1,�c/T .00,2 w'a mo. S. B. CO. a.M. No. A-256 MA[IOLE & ASSOCIATES, INC. < p ADD CONST. DOTES 3 6 -��. g 9 �� ROAD DEPARTMENT GHtSELED " D " 901ZTN ENO CURB � CONSULTING CIVIL ENGINEERING h TRACT �COAo •v0. RETURN, N.W. CORNER 1-4ILLSIDE ROAD �, G,dRtJEL1/aN ST. 17802 SKY PARK BOULEVARD IRVINE, CALIFORNIA 92714 �S/�,v�dei! ---- C �A, � ' t4',� NOB 9524F/GE�t/O, ELEV• 194t3 2lO rt�PNONE 714 5402066 c�EOBs! As�'T .eoslo cor.�.yiz�r� . 12-3t_Z� .?�,�•yE,voEv y' DRESDEN STREET 590e0 or 13 ✓. .MA4204e 2.OE. /440/4 GWTL 24X90 PRINTED I �