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938uu_sppGENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY DEDICATED AND ACCEPTED HEET IMPROVEMENT PLAN FOR PUBLIC USE; AND TO BE 'RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE: OF CONSTRUCTION ACTIVTIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA., TRA C'" ;k T N U M B L' f` 3000`&"-2'0*`h' AND RELOCATION COSTS OF ALL EXISTING UTILITIES, PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT 'LEAST 48 :HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (951) 955-6885. 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816, 4.- ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION SECONDARY DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE�n�+ NO. 461 AND SUBSEQUENT AMENDMENTS. ESS 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL TRACT NO. J0069 STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. f/ e Q100 =19.4 c.f.s. 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER; ELECTRIC, GAS, STORM ffjjU 7 8 9 DRAINS. j7 6 38 39 !/ 36 !� 3 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED T NO. J0069-- I r !I 'P5/ TRA 5 r -- ACCORDING TO COUNTY STANDARD N0. 206 AND/OR -N0. 207 AS DIRECTED IN THE FIELDo . / . + l ?2 CONNECTOR C,B., Q C.B: 35 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTAL AND MAINTAIN ABELIA STREET !/ 4 11 1 D ,00 L A 7J ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LMITS AND IP11 040200 /j �42 41 40 - 1 4.1 c.f:s. MS 3995 W B3 1 ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS. >� o !l ABELIA STREET C8 24 Ij 3 4 .-...-- 8-2 2 0.5 c.f.s. UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. A TRAFFIC !/+ 13 14 IP/1 040201 2A 7! 15 MS 3996 - = -= - -- 34 B3 3 3.9 c�.f.s. CONTROLPLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO OBTAINING AN !1 � CB 11 �' ---- ENCROACHMENT PERMIT. PRIMARY 2 � SHEET t3 33 C 26 53 54 83-3 4 5.4 c.f.s. ACCESS` 25 43 44 45 46 47 5th 51 52 B3 -3a 5 8.1 c.f.s. 49 9: ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH s 48 - ,. �. 7l B-4 9 6.2 c.f.s. GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 °� �. S. IF EXPANSIVE SOILS ARE ENCOUNTERED, CB 32 B-5 10 7.5 c.f.s. 16 17 18 19 20 21 22 ' 23 26 - k B- 6a „ 11 6.7 c.f.s. GERANIUM STREET 7 -. 24 C8 3 C 37 27 -� --- A-3 12 3.6 c.f.s. 10. ASPHALTIC EMULSION F PPI NOT LESS THAN F TR. 30.069 1 � ® 31 :r-✓ (OG SEAL} SHALL BE LED HA FOURTEEN DAYS / -- �. .�: � wQ 30 C 2 56 5 �, , .. j 65 66 .. - _ 29 1 .- .� l _ 8 �7 ., f �., --_ -- -- 8 � 36 FOLLOWING PLACEMENT Of THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE IP 040036 _ ®� 5 A 13 12.2 c.f.s. f! 67 " ` -.. '•- -- - = ... d C8 28 61'0 59 jl _. �., APPLIED ATA .RATE OF 0.05 AND 0.03 GALLONS PER SQUARE YARD RESPECTIVELY. ASPHALTIC 68 -�... - -- � A13-1 14 0.8 c.f.s. EMULSION SHALL CONFORM T AND 94 OF THE 'STAT S ... _ ------ - - "-= = = -- _ O SECTION 37, 39, E STANDARD fj � ,. yF- 69 ...,_ ,_, „_„ .�; ,� SPECIFICATIONS. 1 70 71 - -- =. -,-_._.__._ _ _ „,.,,a, , �, � �.....- .�- A13-2 15 Q.8 c.f.s. 1 63 72 ....., ---- -- -- .- . ,-, cs�` A13 16 5.8 c.f,s. j h 114 �, �.. _ .� - �.--------��T � , . , 113 - - a TR ..... ... _ - ! ., ... _ Al 3 3 17 11. INSTALL STREET TREES IN ORDINANCE N0. X60 AN 4 -� .... S ACCORDANCE WITH O D 99. (ACER lj 81 73 8D _ 115 Al 5 19 3.0 c.f.s. SACCHARINIM QUERCUS ALBA. AND ERYTHEA EDUCUS. l 62 1 17 ? 18 119 ? a a .. -. � SECONDARY j � 79 2Q 121 ?22 C'�p � 78 1 156 157 W A13-4 20 4.9 c.f.s: / CB 158.159160� 17U v 0 ACCESS 2 11 2 169 77 cn 162 12. STREET LIGHTS WITH THE P o 74 '� 168 L G TS SHALL BE INSTALLED IN ACCORDANCE W E A PROVED STREET LIGHTING 82 � 163 � ! 116 1 164 67 A-2 21 9.6 c.f.s. %! 76 61 1 PLAN. f C r`' 83 7 4 � 5166 A-1 22 5.1 c.f.s. (j1 G 91 +84111 C-9 2 7.1 c.f.s.13.AS DETERMINED BY THE TRANSPORTATION DIRECTOR,THE DEVELOPER IS RESPONSIBLE AS A 85 . 165 s 6 9 E 8 n 0 ?3 11.'cf.5. f 2 24 2 MINIMUM S 10 I UM FOR ROAD IMPROVEMENTS RUNE AND MAY BE REQUIRED OVEMENTS TO CENTERLINE, Q RED TO RECONSTRUCT a 1 15.rJ' 93 26 7 127 12 g a 89 1..24 54 ,,. ? 53 f.S. EXISTING I C 7, 25 5.3 c, PAVEMENT, N MATCHING OVERLAY REQUIRED T � E INCLUDING BASE AND MAT EQU RED O MEET THE 94 �. 128 152 r BASE, ``• 88 151 `� �. s 15CI 4 171 1 9 .. 148 95 F 7 �. ? 4 _ STRUT TRAFFIC N �.. 1 9 STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED I DEX, 2 .� � � � c 6 26 45 c.f.s. �► .. _ ,, 172 .. 6.3 c.f.s. C-5 28 . 97 • ? r.. 14: ONLY PARKWAY T .� 1 05 �- NL LANDSCAPING CONSISTING OF GRASS AND PAR W REFS MAY BE INSTALLED WITHIN �. �.. 29 6.6 c.f.s. 104 8 ,139 73 C 3 PARKWAYS ON LOCAL RESIDENTIAL R WITHOUT SEPARATE LANDSCAPE PLANS. �.. �;.. 135 13 4 ES1DE AL ST EETS E LA S, ALL OTHER ., 99 ,�, ? 3 ? 2 133 134 136 ? 37 1 D 141:. 145 1 103 1 w •*. .1 .f.s 142 C 2 30 8 c.f.s, TYPESFLANDSCAPING1 4 0 LANDSCAPING IN THESE AREAS., AND ALL ON ALL OTHER STREETS, ... IDD � 6 ?44 ABELfA STREET �.. „� �. 1.02 `� v CB E 143 k. i..,, 101 cn SHALL REQUIRE SEPARATE LANDSCAPE. PLANS. ALL: LANDSCAPING ENCROACHMENTS SHALL � iP 040201 C-1 31 5.1 c.f.s. ' "STANDARDS , -.. �,. '�. m 175 �, - MS 3996 CONFORM TO RIVERSIDE COUNTY ST_ N ARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE '*�, v _ .f' s " R AD NDSC E 109 '� # C 1 a 32 6,3 G . . ENCROACHMENTS", DATED JUNE 199"0. .``. 110 r 176 1 DS C 1 G9 < D 33 7.t3 c.f.s. 107 CB 12 k 183 .� 177 E 34 5.6 c.f.s. 15. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY E ,� 187 186 185 184 180 TRACT NO. 29268 106 ,. ,� 188178 E-1 3 6:4 c.f.s. SIGNING THESE IMPROVEMENT PLANS, N0 REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS �'� � � s � X1189 1 IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. MAPWISTERIA LOOP , eD '' ui 179 F --1a 36 C?'.6 c.f.s. IN'T"DE� TR. 29268 \� 5 �\ \� 182 t E� 181 F-1 37 2.1 c:f.s , 16a. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL MS# 3797 SN \ __ POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE SCALE; 1"=200' \1 \1 Z REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROLS CHEROKEE ROSE W BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND ' TR. 29268 MONITORING PLAN FOR THE SITE. 200 100 0 200 400 600 SECONDARY �� lP# 000046 ACCESS tt 16b. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COP( OF THE TRACT NO. 29268 SCOTT RD. N.O.I. WITH A VALID W.D.I.D. NUMBER. GRAPHIC SCALE 1 »=200' 17. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND WISTERIA LOOP MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDAR#ES, UPON THE REQUEST OF THE DIRECTOR ITE U OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER a JURISDICTION OF THE DEVELOPER 18. EXISTING STORM DRAIN PIPES / CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, THOMPSON RD. ADJUSTED, DRAINS TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND / OR o CLEANED TO MAKE THEM FUNCTIONAL ' AN`D ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION INDEX MAF LEGEND SKINNER DEPARTMENT.MENTON, RESERVOIR' 19. PRIME COAT IS REQUIRED PRIOR TO PAVING ON ALL GRADES IN EXCESS 4F TEN PERCENT �x STREET LIGHT LOCATION RD. 5; BOREL RD. PROPOSED TREE LCCATION' SOILS ENGINEER: LEGEND OFABBREVIATIONS & SYMBOLS MURRIETA HOT GEOCON INC. T. C. TDP OF CURB 100 EXIST. CONTOUR SRINGS PRD. a 41571 CORNING PLACE, SUITE 10`1 NOTICE TO CONTRACTOR' PROP FL. MURRIETA, CALIF. 92562 , .L. FLOWL/NE ELEV. --100----100--. CONTOUR T G. TOP OF GRATE - - R/W iC rJ - TIN (909),304-2300COP\TRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY G.B. GRADE BREAK DAYLIGHT LINE BHT NO. DES RIC P 0 . FOL? JOB SITE CONDITIONS DURING THE LOURS E OF CONSTRUCTION OF THIS 1 GL,iERAL NOTES, VICINITY MAI' AND INDEX MAP#hIDEX MAP s,A OWNER. F:G. FINISH GRADE J�� SHEET FLOW RATE C? PROJECT INCL DIN SAF F A PRS U G ETY ® LL E' DNS AND PROPERTY.. THAT THIS 2 CONSTRUCTION NOTES AND DETAILS R.G.ROUGH GRADE GRADED SWALE REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL � BROOIfFIELD HOMES 3 LOCAL DEPRESSION DETAILS r F.S. FINISH SURFACE CENTERLINE �. WORKING Hoc�Rs, AND THAT THE CONTRACTOR shit DEFEND, INDEMNIFY 'AND � 4 HOLD THE OWNER AND THE ENGINEER AR , .. LOCAL DEPRESSION DETAILS I�cA � E EE HARMLESS FROM A � U ANY AND ALL LIABILITY 4 12865 PD/NTE' DEL MAR SUITE 200 r 5 PLAN &PROF#LE MAR, INV. INVERT OF DRAIN ..- � SWALE HIGH POINT CHEROKEE ROSE STREET LA REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE E ANGEL OF WORK ON THIS { 6 PLAN &PROF. LE RCALIF.PAD ELEVATION ` FLOWLINE CHEROKEE ROSE STREET DEL MAR, C LIF. 920 4 3859` PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SO NEGLIGENCE LE NEGL GE CE. 7 CHEROKEE ROSE STREET PIAN & PROFILE X358 481-8 OF THE OWNER OR THE ENGINELR, F.F. FINISH FLOOR ELEV. �'`�s _ .--' SUBDRA/N C � 50C 8 RUNNING STREAM DR. AND JUNIPER .TREE CT. PLAN &PROFILE I G,F:F GARAGE FINISH FLOOR _ e _ AREA DRAIN 9 SMALL PINE COURT PIAN & PROFILE THE EXISTENCEA V AND LOCATION OF ANY UNDERGROUND UTILITIES OR :STRUCTURES F# B.V.C. BEGIN VERTICAL CURVE TOP OF SLOPE 10 GINGER TREE DR. AND BPRCHROOK LANE PLAN &PRO LE SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. 11 GINGER TREE DRIVE PLAN &PROF#LE F P -. E V.C. END VERTICAL CURVE _ TOE O SLOPE TO THE BEST OF OUR KNOWLEDGE, THERE ARE N(7 EXISTING UTILITIES EXCEPT 12 COUGAR PASS COURT PLAN & PROFILE THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PJ. POINT OF INTERSECTION RETAINING WALL 13 B#RCHBROO#t LANE PLAN & PROFILE PRECAUTIONARY MEASURES T� FIR HYDRANT N PROFILE E SURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER E.P. EDGE OF PAVEMENT +., E 14 W#NDCHiME COURT PLA & L + c LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR T. W. TOP OF WALL ELEV: D---0 STREET LIGHT 15 LAUREL TREE COURT PLAN & PROFILE THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES.,®t a r . w 16 LAUREL TREE COURT PLAN & PROFILE T.F. TOP OF FOOTING ELEV, SOUND OR SCREEN WALL MAP . 17 OAKSTONE CREEK COURT PLAN & PROFILE VIC/N661TY D. F DEEPEN FOOTING DEEPENED FOOTING DIAL ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY a 18 DAISY DRIVE AND WILD CARNATION DRIVE PLAN & PROFILE TWO WORKING L. LENGTH 0 • ' a . ` WATER METER 19 CHHARLOIS DRIVE PLAN & PROFILE N,lS BEFORE DAYS BEFORE AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. You DIG DWY DRIVEWAY CATCH BASIN & LOCAL DEPRESSION TOWNSHIP SOUTH, RANGE WEST YOU DIG SECTION 28 TOW CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL N.I.S. NOT TO SCALE 3' O.X. DEPTH OF REQ'D OVER EXCAVATION (3 a REPORT ALL .DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.' P.U.E. PUBLIC UTILITY EASEMENT p TOLL FREE 1-800-227-2600 R/W RIGHT OF WAY CUTfFILL LINE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ; .' SAL, -. C-' -O4ND �Tr SEAL -ENGINEER 0 � _ SHEET NO,TRA T 30069_050034 PN NOTE. COUNTY F RIVERSIDE S2.3 MILES NORTHWEST OF LAKESKINNER, 1.2 MILES SOUTH ALONG >s USAFER SSOCIAT�WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET TY Q R� ETSrr WORK CONTAINED WITHIN THESE PLANS TRANSPORTATIONDEPARTME T t0s N I R V 1 N E 1 N CAND KELLER ROA[,16 WEST OF THE CENTERLINE OF WASHINGTONEss STREET, 67 FEET WEST 0F POWER POLE 4059450E, 0.5 FOOT .,,.. ua2�,SHALL NOT COMMENCE UNTIL AN APPROVED BYCN ULE �r PLANNI`- . , -, _ __.. ' ClodW.c . � � .--- caa, t l `® c� ENGINE EtING �S R 1EY1N GEN ENCROACHMENT PERMIT AND/OR A P� 4949� 583♦10iU PX t WEST J F REFLECTOR PADDLE, D A 31 4 /NCH STANDARD ND AR? MWD SC T T, t/MPR �� PLAN Hughes I CA 9 bi8 ) ALUMINUM DISK SET FLUSH, 1N TOP OF A 1D FEET LONG DRAINGRADING PERMIT HAS BEEN ISSUED. NO. 24068NO. 33950z w HEADWALL � 6FOOT SOUTH THE NORTHEND. T TLE SHEET, V.D.LN P 1�3% rn EXP6 30 06 KHA A. OT MR.C.E. 33950 EXP.. 6/30/06 DATE SHTS U. N �$ � t ltcU i0 PREPARED acceptability of the des9n hereon In the Ont of discrepancies noes �rrsrn9 afer ANA �FED LOCA OEPA CATGY 84rW5 t4 � 1 2¢068 caunJapproval or duan9 construction, the Prto en sfellbe ctvd . R.C.ENOFOR. W.O.. COUNTY 0m�o0;: Q�w ani/Re Mwi9ARK BY DATE o The private engineer sr9nrn these plans is responsible far assunn the accuracy R caL SCALE. BROOK IECDH© S 553$ FILE OF for determiningOracceptable solution or revisingt! Ons for approval b o cn$ ` REVI I NS ASSHOWNAS SHOWN V.the county. ENGINEER COUNTY RECOMMENDED BY: YLE ENGINEERING CORP. DATE UCLA SNYDER ATE H• a�.r. t t SMT 1`.d F. 0028\ Engineering SA- Phase2\ imp: S ree wg DRY UTI GAS, TELE, R. 0. W P, O. W _. 6' R: 0, W�_-� 5' 6'22' 21' 6' 5' 10 8 1 12' 1€7 I jg 27. 2Y. fP 27. Al SIDEWALI ACS PAVEMENT C\\-CURB SIDEWALK"' URB 6t ?RS (FOR REFERENCE Y) WISTERIA LOOP (PLANS PER CO. FILE 924-S) N.T.S. R/W RIW LOCAL INTERIOR STREETS "R" y RCTD STD 104A' CHEROKEE ROSE STREET FROM STA. 17+23.50 TO STA. 32+65.77 DAISY DRIVE RUNNING STREAM DRIVE LAUREL TREE COURT OAKSTOHNE GREEK COURT WILD CARNATION VE SMALL PINE COURT JUNIPER TREE COURT GINGER TREE DRIVE COUGAR PASS COURT SIR HBROOK LANE WINDCHIME COURT RA RIW 8�' 44' 44' 12' 32' 32' 12' 2 � 6r 6 F � , 2 (FOR REFERENCE Y) ABELIA STREET PER SEPARATE PLANS SECONDARY HIGHWAY N.T.S. RCTD STD 1012 FROM STA. 52+17.28 TO STA. 75+75.81 IP# 0402011 MS# 3996 m AAA n Alit (FOR REFERENCE ONLY) No. DESCRIPTION QUANTITIES STREET CONSTRUCTION NOTES TOTAL UN. 1 CONSTRUCT 3" A.C. W1 SEAL COAT OVER 6" A.B. (CLASS 2 329,845 S. F. ASPHALT CONCRETE6088 M TON SEAL COAT 12.2 TON AGGREGATE BASE (CLASS 2) 6108 C. Y. 3 CONSTRUCT BARRICADE PER RIVERSIDE CO. STD. 810 40 L. F 4 CONST. CURB & GUTTER TYPE A-6 PER RIVERSIDE CO. STD. 200 19 728 L. F. 5 CONST: CONCRETE SIDEWALK (W=6) PER RIVERSIDE CO. STD. 400 11 7, 170 S. F. 6 CONST. CURB RAMP CASE A PER RIVERSIDE CO. STD 403. 20 EA. 7 CONST. 10' CONCRETE CROSS GUTTER PER RIVERSIDE CO. STD. 209& 209A 2,234 S. F. 8 INSTALL STREET NAME SIGN PER RIVERSIDE STD. 816 16 EA. 9 SAWCUT AND REMOVE INTERFERRING PORTION OF EXISTING A.C. (2' MIN.) 636 L. F. 10 SAWCUT AND REMOVE INTERFERRING PORTION OF EXISTING CURB & GUTTER 20 L.F. 11 SAWCUT AND REMOVE INTERFERRING PORTION OF EXISTING SIDEWALK 120 S.F. 12 CONST, LOCAL DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE CO. STD. 311 AND DETAIL ON SKEET 3 32 EA. 30 CONST: CURB OUTLET PER RIVERSIDE CO. STD. 308. 3 EA. 41 CONST. VARIABLE THICKNESS 1 112" MIN. A.C. PAVEMENT 16,800 S. F. 42 REMOVE EXISTING CATCH BASIN AND END GAP STORM DRAIN LATERAL 1 EA. INSTALL STREET TREES. 189 EA. INSTALL STREET LIGHTS. 55 EA, RIW RIW 60' 300 30' 10' 20' 20' 10' 2 6, 6, (.7.iE.. 2 ,� �. %,�� a .. 2 DRY UTILITY TRENCH 4 GAS, TELE, CABLE & ELEC. 4 CHARLOIS DIVE N.T.S. RCTD STD 1044 o Q m . C a E GERANIUM STREET FROM STA. 12+47.65 TO STA. 14+37.38 t (COLLECTOR STREET) TI =5.5 "R" VALUE --16 N.T.S. Li,t RCTD STD 103 (MODIFIED( �-`- F - FROM STA. 10+00.00 TO STA. 28+76.69 z TRACT NO. 30069-1 IMP. PLAIN LI.J P# 040036 Q R1W RfW R/W RIW RIW 66'-60' 60' Rf 1W RIW 33' 33'-30' 33'-30' 30' 30' 60'-56' 11 ' 211'- lo'22'-20' 22'-20' 1 '-10' 1 2 10' 20' 20' 10' 30'-28' 30'-28' 10' 20'-18' 20'-18' 10' 2 2 ' j `...'2X.., FROM -1 r0 4 FRQ,1� 4% TO 2 FROMMWITHOUT T - FROM 356 TO 2 FRt?M 2.5 2 --- --_ ,3 - 2 ..a 2 4,g 2 =• -- ��- ,. 0 �- J, J I .: ; . � --� 1 � . - V F_.. � --� 2 � y 2 } .. 1 5 DRY UTILITY TRENCH EXIST. PAVEMENT DRY UTILITY TRENCHEXIST. PAVEMENT DRY: UTILITY TRENCH EXIST. PAVEMENT 4 �r 1' 4 ¢ 1 WITHOUT FINAL LIFTWITHOUT FINAL LtFf 4 FINAL LIFTGAS, TELE, CABLE & ELEC. GAS, TELE, CABLE & ELEC,1 2' S,7, 5,� 12, DRY UTILITY �TRENCH 1 GAS, TELE, CABLE & ELEC. 4 4 Tr CHEROKEE ROSE STREET CHEROKEE ROSE STREET CHEROKEE ROSE STREET CHEROKEE ROSE STREET N.T.S. N.T.S. N.T.S. N.T.S. RCTD STD 1044 (MODIFIED) RCTD STD 1044 (MODIFIED) RCTD STD 1044 (MODIFIED) RCTD STD 104A (MODIFIED) '� • FROM STA. 10+45.29 TO STA. 11+32.14 FROM STA. 11+32.14 TO STA. 12+34.77 FROM STA. 12+34.77 TO STA. 16+88.96 FROM STA. 16+66.96 TO STA. 17+23.501 DIAL TI -5.5 "R" VALUE= =5.5 "R" VALUE -21160 TI=5.5' "R" VALUE --116 T1--5.5 "R" VALUE -16 TWO WORKING BEFORE, DAYS BEFORE YOU DIG YOU DIG 6 c� cls (3 o TOLL FREE 1-800-227--2600 0 ca A PUBLIC SERVICE BY .� UNDERGROUND SERVICE ALERT NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL ENGINEERTRACT 3taf9 2I.P. t5QQ3 SHEET NO. 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG 4. ASSOCIATES TES USAKER & S STREET WASHINGTON s OF WAS N STREET FROM THE INTERSECTION ..-��. WASHINGTON 0 RIVERSIDE CORK CONTAIN WITHIN THESE TRANSPORTATION DEPARTMENT � COUNTY EDW fiN ESE PLAN'S ,-- ESS Q R ROAD 16 WEST OF THE CENTERLINE OF WASHINGTON z .-- 0 i s ! R t/ I N € I N C AND KELLE , t� V . A S r �e ie t'� SHALL NOT COMMENCE I `� 1 G �- c ME CE uNT fi� AN APPROVED � �Y. POLE �I�. 4a�s4��E o.� Four SCHEDULE A �, A. o c � ® � .� ©� . STREET, s7 FEET WEST of POWER 13L , � U w �, SURVEYING IN ,� � t PLANNING ENGINEERINGza ENCROACHMENT PERMIT AND/OR MWDSC W O A / iWEST OF REFLECTOR PADDLE A 3 1 4 INCH STANDARD -_ �` IMPROVEMENT T<PL.AN <v 2 STREET �� ' / �ti759 � ThreeHughes # 1 CA 92518 Pt -k 949 583.1010 FX. 949 583 ti _ u8 i ) LONG DRAIN m / ALUMINUM DISK SET FLUSH, IN TDP OF i0 FEET GRADING PERMIT HAS BEEN ISSUED, , �, .. � o 1 �I NO. 24068 z / 1! 1 m w T SOUTH OF THE NORTH END. C NO. 33950 rn % � _ HEADWALL, O.6 FOO DO p c � � :� T TI [� QUA TITI %. S REE SEC C 5 1 (� �. W m � Exp. 12f31/05 V� F V The m e exP s/3o/as j private a ngineer signing these plops is responsible for assuring the accuracy % � / HAL A. OT A .C.E. 33950 EXP,. 6 j30/06 DATE Cr SHTS. and acceptability of the design hereon. In the event of discrepancies arising after ��A �� PREPARED BY: 2 068 I �� ,' R.C.E. N(3. w - coup approval or during construction the private engineer shall be ° r ` onsible / qr i v ► c FOR: W.O.: COUNTY �' PP! , g , i? g h esp Y DATE l� .� c r v ► G �. r., -P' � o - / u� w MARK B APPR, DATE �^ o ofi cA� A SCALE. _ FILE NO. w for deterrninin an acceptable solution or revising the fans for oval b t ofi t' -- 45" - f� .' BROOKFIELD HOMES 553 78 rr g p g p PPr Y REVISIONS \ c>�� /"t'! �� the count. ENGINEER COUNTY ��`a�~�~: AS SHOWN V: AS SHOWN c y - RECOMMENDED BY: I_E ENGINEERING CORP.CORCDATE D GLA DER ATE F\0028,Englneering\SA__Phase2\Imp_Street\S T02.d* 6.0' &0' 6.0'_ SEE SHEET NO. 7 O.C. O.C. O.C. M U: 0 C6 (3 o C Z 0 14,:0.1 Q� Q� C) 6 C'4 (Zi cj 6 -r, 4 Q) t* 23Zi <0 FF--�-- ti �-7 19 � 19 1 \0" 19 �9 ( tu� 5 0 0 LOCAL DEPRESSION DETAIL FOR C.B. 22 N.T.S. SEE SHEET NO. 5 4 v '0 Nk N w. 6.0" .0p LOCAL DEPRESSION DETAIL FOR C.B. i JJ N. TS. SEE SHEET NO. 7 3.01 1-5.0' 6.0'1 M U: 0 (3 o Z 0 14,:0.1 0 ci C) M (Zi M 6 -r, 6.0" .0p LOCAL DEPRESSION DETAIL FOR C.B. i JJ N. TS. SEE SHEET NO. 7 3.01 1-5.0' 6.0'1 o 0 6 14,:0.1 ci V<N L,:(j (Zi 1 t* 23Zi <0 4cz' "A < LOCAL DEPRESSION DETAIL FOR C. B. J5 SEE SHEET NO. 1 NV TWO WORKING DAYS BEFORE YOU DIG NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND OR A GRADING PERMIT HAS BEEN ISSUED. MIN The private engineer signing these plans is responsible for a accuracy and acceptability of the design hereon. In the event of discrepancies r after county approval or r construction, the re engineer shall be responsible for determining an acceptable solution or revising the plans for approval by the county. 9 111. 11Z fit 0 %Ibo - b, \bt N 6.0' 11.01 3.01 O.C. O.C. O.C. RU '_j C -i 0� 0) N N 01 to c6 Z CS CONO L': C0,04 L-': Cjj -4: LL: CC -34 CNN L� C6 111:1�1 L.L: C'3 ' V- t r to to 09 M (:q Oa Nn - - 3r, -' sr Sr 3e + VU L? A sr .'n A O.C. O.C. O.C. O.C. O.C. O.C. < 6.0' 15.0 6.0' 15 .0' 6.01 1 6.0' LOCAL DEPRESSION DETAIL FOR C.B. 21 LOCAL DEPRESSION DETAIL FOR C. B. 12 LOCAL DEPRESSION DETAIL FOR C. B. 1,3 LOCAL DEPRESSION DETAIL FOR C.B. ii N.T.S. N.T.S. N.T.S. N. T. S. SEE SHEET NO. 5 SEE SHEET NO. 6 SEE SHEET NO. 6 SEE SHEET NO. 7 3.01 8.0' 6.0'1 6.0' 11.0' 6.0' 6.0' 81 6.0'ate; N 1 � 14:LC nL'(3: 0� L'� C_j L': 8 C) C-3 n 0'3 6 Oi �3LAQ)2 CS '6 0 CIS f -i N ft + + (Z) + + + C� 00 + Q) +00 is c::)j 4e C3ILL, cz)j + rF(z) C-5 C'S (j Q-) (J C-51 C.3 --- __l Q) + UT, le, Ln O.C. 0. C. OX < < 1A 14\ X\ < 15.0' 6.0' o L? LOCALDEPRESSION DETAIL FOR C.B. 280 LOCAL DEPRESSION DETAIL FOR C.B. 23 LOCAL DEPRESSION DETAIL FOR C. B. 30 LOCAL DEPRESSION DETAIL FOR C.B. 36 N.T.S. N. T. S. N. T. S. N.T.S. SEE SHEET NO. 8 SEE SHEET NO. 9 SEE SHEET NO. 9 SEE SHEET NO. 10 G° �j - <\IZJ. v 4J). V (i - N V 15.-0' 6. QI 3.0, 15.0' -6.0' O.C. O.C. O.C. tk LQ La.: LL: trQ C� 4: c3 N 0 L6 I i A N a N a X N- Q� C) + Q) c6 Q) Q) N ZZ) L'- O CO LL: + (3 Q:N + 6 + a 00 + :: N- C) Itt- Q3 'q- z LL: LA�LL: � + CJ 0 C3 a ct:)j M to ++ + - - - - + IF + 0. C. 3r 0. C. O.C. 0. C. O.C.�57e\ "A 3.0, 15.0' 6.0' 3.0 15.0' 6.0' .0 .'n < < LOCAL DEPRESSION'DETAIL FOR C. B. 34 LOCL DEPRESSION DETAIL FOR C. B. 26 LOCAL DEPRESSION DETAIL FOR C.B. 125 LOCAL DEPRESSION DETAIL FOR C.B. 23 N.T.S. N.T.S. N.T.S. N.T.S. SEE SHEET NO. 11 SEE SHEET NO. 11 SEE SHEET NO. 11 SEE SHEET NO. 12 6.0' 8.01 6.0'1 3.01 15.01 6.0'1 3.01 11.01 6.0'1 4 V Q� (3) L L: Q) L L: r0Q 4: to Lc LZ to L': Lq Iq LO C3 1,3 ' 0 N�rCCJ CJ Nk�,gip 4-t to, to + + 4Q, �a + ko + C6 0 6 o Q, + IF + �9 O.C. O.C. O.C. 06.0, 1- < < 8.0' 6.0' LOCAL DEPRESSION DETAIL FOR C.B. j 11 LOCAL DEPRESSION DETAIL FOR C.B. 10 LOCAL DEPRESSION DETAIL FOR C.B. 9 LOCAL DEPRESSION DETAIL FOR C.B. 2 N. T. S. N. T. S. N. T. S. N. T. S. SEE SHEET NO. 13 SEE SHEET NO. 14 SEE SHEET NO. 14 SEE SHEET NO. 15 IV V 0j V (J. 49� YX 1% ro 1b. Q) J.': Q) L. C6 '4- <Z) Q) LL: 'a., g, c� �., � Vit; ��;t + + + N O.C. 0. C. 0. C. 6.0' t 15.01 3.01 LOCAL DEPRESSION DETAIL FOR C.B. 32 N. T. S. SEE SHEET NO. 7 �- fj - \ Nbc� N.T.S. SEE SHEET NO. 10 4 NP CO N 1k. IL -ii o 0 6 14,:0.1 ci V<N L,:(j (Zi 1 t* 23Zi <0 4cz' C> 000 O.C. O.C. O.C. 3.01, 22.0' 6.0' LOCAL DEPRESSION DETAIL FOR C. B. 124 O.C.O.C. 0 C J.01 11.01' 6.0 LOCAL DEPRESSION DETAIL FOR C.B. 37 N.T.S. SEE SHEET NO. 10 4 NP CO N 1k. SEE SHEET NO. 12 rj * 1V lvbj, (6 ro. tK O.C.-I O.C. O.C. 3.01 15.0' 6.0' LOCAL DEPRESSION DETAIL FOR C.B. f 1 N. T S. SEE SHEET NO. 15 0 .4 rn Co � g SE I AL -COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEEII BENCHMARK TRACT 30069-2 I.P., NO. 050034 SHEET NO. IS 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG TRANSPORTATION DEPARTMENT ESS/0 HUN.SAKER & ASSOCIATES WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET COUNTY OF RIVERSIDEti '5;p� '5'65 E S S 10 S, S S'AV/ I R V I N E I N C AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON 'V I APPROVED BY: ID A. 0 PLANNING ENGINEERING SURVEYING STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT SCHEDULE "k 3 WEST OF REFLECTOR PADDLE, A 3- 114 INCH STANDARD MWDSC STREET IMPROVEMENT PLAN Three Hughes Irvine, CA 92618 ■ PH: (949) 583-1010 ■ FX (949) 583-0759 W i�- ALUMINUM DISK, SET FLUSH, IN TOP OFA 10 FEET LONG DRAIN NO. 24068 m NO. 33950 *#Jp HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. 'PRESSION DETAILS EXP. 6/30/06 A. OTFrM Exp. 12/31/05 LOCAL Dr" 0 F 19 SLATS. 1 cc,;;A.C.E. 33950 EXP.: �'/30�06 DATE %P PREPARED F: R.C.E. N 068 CIVIL FOR: W.O.: COUNTY.9. APPR. DATE CAL SCALE: -78 FILE NO REVISIONS Or C L� BROOKFIELD HOMES 553 NN \�\' UU COUNTY RECOMMENDED B'�J___BOYLE ENGINEERING CORP. DATE ELAS NYDER ATE H: AS SHOWN V: ASSHOWN F.\ 00280 Engineering` SA-Phose2\ Imp- Street\ SHTOJ.dwg 0 6 V<N (Zi 1 t* O.C. O.C. O.C. 3.01, 22.0' 6.0' LOCAL DEPRESSION DETAIL FOR C. B. 124 SEE SHEET NO. 12 rj * 1V lvbj, (6 ro. tK O.C.-I O.C. O.C. 3.01 15.0' 6.0' LOCAL DEPRESSION DETAIL FOR C.B. f 1 N. T S. SEE SHEET NO. 15 0 .4 rn Co � g SE I AL -COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEEII BENCHMARK TRACT 30069-2 I.P., NO. 050034 SHEET NO. IS 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG TRANSPORTATION DEPARTMENT ESS/0 HUN.SAKER & ASSOCIATES WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET COUNTY OF RIVERSIDEti '5;p� '5'65 E S S 10 S, S S'AV/ I R V I N E I N C AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON 'V I APPROVED BY: ID A. 0 PLANNING ENGINEERING SURVEYING STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT SCHEDULE "k 3 WEST OF REFLECTOR PADDLE, A 3- 114 INCH STANDARD MWDSC STREET IMPROVEMENT PLAN Three Hughes Irvine, CA 92618 ■ PH: (949) 583-1010 ■ FX (949) 583-0759 W i�- ALUMINUM DISK, SET FLUSH, IN TOP OFA 10 FEET LONG DRAIN NO. 24068 m NO. 33950 *#Jp HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. 'PRESSION DETAILS EXP. 6/30/06 A. OTFrM Exp. 12/31/05 LOCAL Dr" 0 F 19 SLATS. 1 cc,;;A.C.E. 33950 EXP.: �'/30�06 DATE %P PREPARED F: R.C.E. N 068 CIVIL FOR: W.O.: COUNTY.9. APPR. DATE CAL SCALE: -78 FILE NO REVISIONS Or C L� BROOKFIELD HOMES 553 NN \�\' UU COUNTY RECOMMENDED B'�J___BOYLE ENGINEERING CORP. DATE ELAS NYDER ATE H: AS SHOWN V: ASSHOWN F.\ 00280 Engineering` SA-Phose2\ Imp- Street\ SHTOJ.dwg � tlf S .�I.i/4.� A A 7 ...... .. C VU . . ......... ... . .. .. . .... .... 6 _q L I UU, V� . ..... . .... . ........ 7' Lw -4, 7i .... .. ... . i ... . ...... 4 . ..... .... 4- 11 Ir I Id V_ To I I + 7 + ............ . ....... . 30 . ..... .... . .... ..... . i 01 7, ...... ... ... I ... . .... .. yl, UR6 ROME ............. ... ...... .... 7 ....... . .. FILE L 1100� Vo .... .. .... 7 ....... .. .. t ......... 1, L_X i T, 6, t... ....... 'd, 7' 4 14281 4-440- 7 F d T . . ........ .... .. 0 RLI_. .. ......... . . .. . . . ..... .... . .. . ..... .. -R ..... ..... . C: E ljow:, 0, �y '37 . ....... ..... . .......... 39, 7' . .. ....... .. . . ....... + CNIN ... ....... . .......... .. .... ..... . . ......... . . .. ....... ........ . .... PROME SC4--- . . . HORIZ: 1 4, Ir VERT: 1 81 PLAN 10 11 12 13 14 Z? 16 17 1 40' STREET CONSTRUCTION NOTES CONSTRUCT J- A.C. W/ S&4L COAT OVFR 6- A.B. (CLASS 2) 4 CONST. CURB & GUTTER TYPE A-6 PER RIVERSIDE CO. STD. 200 5 CONST CONCRETE SIDEWALK (W=6) PER RIVERSIDE SID. 400 6 CONST. CURB AAMP C4SE A PER RIVERSIDE CO. STD. 403 pLAN #924—S 7 CONST. 10' CONCRETE CROSS GUTTER PER RIVERSIDE CO. STD. 209 & 209A SEE CO- "(12 STREET WIDTH TRANSITION 12 INSTALL STREET NAME SIGN PER RIVERSIDE STD. 816 wis rERIA LOOP S #37�7 50:1 11+77.66 CHEROKEE ROSE STREET �0 9 S4WCUT AND REMOVE INTERFERRING PORTION OF EXISTING A.C. (2' MIN.) CL_ 10 MI P -4 1 _L 0A JQ -4 R1 A 7ihir. 4zTAj? cZTPFFT A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 7he private engineer signing these plans is responsible for assunng the accuracy and acceptability of the des4n hereon. In the event of discrepancies arising after county approval or during construction, the pfivate engineer shall be responsible MARK BY DATE for determining an acceptable solution or revising the plans for approval by the coun�. ENGINEER 10 CHEROKEE ROSE STRA h/ A`fS #3797 WIS; rE _/ �ZA L SEE CO. PLAN �e924_ A 924 - ESS 10 0 N J, 0 NO. 33950 EXP. 6/30/06 CW REVISIONS APP OP CA01 COUNTY lwij�� COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: AL 710 j 6 -AF ! 7- J, /0 cow �>4D A. 0AWArR.C.E. 33950 EXP.: 6/30/06 DATE -0V RECOMMENDED B�: \,J BOYLE ENGINEERING CORP. DATE 25+95.28 DAISY DRIVE C** 70 C o / rNu.ET DAISY DR& 7-RACT No. a 292A /P #000046 WE SAWCUT AND REMOVE INTERFERRING PORTION OF EXISTING CURB & GUTTER SAWCUT AND REMOVE INTERFERRING PORTION OF EXISTING SIDEWALK CONST LOCAL DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE CO. STD. 3 AND DEATAIL ON SHEET J 41 CONST VARIABLE THICKNESS 1 112" MIN. A.C. PAVEMENT(FINAL LIFT) REMOVE EXISTING CATCH BASIN AND END CAP STORM DRAIN LATERAL U') BEARINGIDEL TA LENGTH 40 0 20 40 80 160 85"50'03" J7.45' 90000100" Q) C) 1020.00' IN FEET Q 05008'46" 1 inch 40 ft. 05008'46" Z -5-E-MOROMR: TRACT 30069-2 1. P. NO. 050034 SHEET NO. HUNSAKER ASSO�CIATES 93000'04" COUNTY OF RIVERSIDE 8905956" I R V I N E I N C AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON 0.5 FOOT 11NI SCHEDULE 5 20008'20" PLANNING ENGINEERING SURVEYING STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWDSC STREET IMPROVEMENT PLAN 20008'20" ThreeHughes - IM*, CA92618w PH.(949)583-1010- FX(949)5&W59 ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN 20008'20" 63 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 7he private engineer signing these plans is responsible for assunng the accuracy and acceptability of the des4n hereon. In the event of discrepancies arising after county approval or during construction, the pfivate engineer shall be responsible MARK BY DATE for determining an acceptable solution or revising the plans for approval by the coun�. ENGINEER 10 CHEROKEE ROSE STRA h/ A`fS #3797 WIS; rE _/ �ZA L SEE CO. PLAN �e924_ A 924 - ESS 10 0 N J, 0 NO. 33950 EXP. 6/30/06 CW REVISIONS APP OP CA01 COUNTY lwij�� COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: AL 710 j 6 -AF ! 7- J, /0 cow �>4D A. 0AWArR.C.E. 33950 EXP.: 6/30/06 DATE -0V RECOMMENDED B�: \,J BOYLE ENGINEERING CORP. DATE 25+95.28 DAISY DRIVE C** 70 C o / rNu.ET DAISY DR& 7-RACT No. a 292A /P #000046 WE SAWCUT AND REMOVE INTERFERRING PORTION OF EXISTING CURB & GUTTER SAWCUT AND REMOVE INTERFERRING PORTION OF EXISTING SIDEWALK CONST LOCAL DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE CO. STD. 3 AND DEATAIL ON SHEET J 41 CONST VARIABLE THICKNESS 1 112" MIN. A.C. PAVEMENT(FINAL LIFT) REMOVE EXISTING CATCH BASIN AND END CAP STORM DRAIN LATERAL U') GRAPHIC SCALE 40 0 20 40 80 160 Q) C) IN FEET Q 1 inch 40 ft. Z -5-E-MOROMR: TRACT 30069-2 1. P. NO. 050034 SHEET NO. HUNSAKER ASSO�CIATES 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG WASHINGTON SMEET FROM THE INTERSECTION OF WASHINGTON STREET COUNTY OF RIVERSIDE I R V I N E I N C AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON 0.5 FOOT 11NI SCHEDULE 5 z PLANNING ENGINEERING SURVEYING STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWDSC STREET IMPROVEMENT PLAN ThreeHughes - IM*, CA92618w PH.(949)583-1010- FX(949)5&W59 ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN 63 HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. CHEROKEE ROSE STREET 19 00 Q� N1 OF SHTS. Z - Y: PREPARED R.C.E. NO. 24068 ,&.0 r1) LO FOR: BROOKFIELD HOMES W.O.: 553-78 COUNTY FILE NO .938OW114 SCALE: AS SHOWN AS SHOWN X P&GaSANYDER ATE H: V: F. \ 0028\ Engineering\ SA-Phose2\ Imp- Street\ SHT05. dwg F_ Tl--'-- ",'I 7, ..... ..... .. ....... 777 + ....... ...... .... 4Z) CS4 7 ........... GIFU' ........ ... . . ........... 14U f . ........ . ... ....... ....... ... �',,�',"""'I" . ....... . . . ......... .... A441L40 + (6 + 7 + 7 - LO: R . . .... ...... .... . . .... - ------- _-.1r, r + CN 1 0� r7 ... PI, 1" CN -4 2 f+ t.. ........ 0 4 IN L V 774 fPI 1 �341_5_ i. ...... . ...... L I I— -Ufw -77= I. . . ... ....... .... 7' + . .... ... .. UPS ��P!R Ll L 'T .... . .. ....... 7T PROFILE SCALES HORIZ: 40 T_ 4 7\ Lr L80 .. .... ... .. LLILLLL VERT: 1 .......... . PLAN 16 17 18 19 20 21 22 23 24 2 1 40' DA TA DIAL BEFOFIZE YOU D G NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 7he private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepanc�s arising after county approval or during construction, the pfivale engineer shall be responsible for determining an acceptable solution or revising the plans for approval by the county. Z �_z 6 Q) 23+80.49 CHEROKEE ROSE STREET 136 1 100 10& 1 131 134 1%.170 137 1 1+00.00 JUNIPER TREE COURT W'-'< + 140 Q 1432.70 FL Z 141 w P__ R/W 1441.55 FL 2�3V 28-29' 29.43' 69.57' 4 70.00' 73,00' 73.00' 73.00' r C2� 7100' 59.647-e-Z—F 70.19, i Q) 514 Y M 60.80� )a 1q_ C:) 14 . �16 FL 00 CIV 41 CN L44 6 C CF 61,72' V) 8 13I)fRy 17 1,8 19 N 46*12'W W _�O 31 �2 4 I -------- I.— - — I - — - a M A 6'TR — — — — — — — — -- — — — — — — — ------- - — — — — — — — — — — — — — — — — — — — - 6" M 7 6 of CN 1@0 INV T -7-7- _T_ 60.93' 77.41: T_ co 75.00' 13-39' 1441.55 FL ti) — 5.89' 28. 9' —78.29 84.80 U 00 7 . 10 1 105.82' (3 114-87' 6 #1 12 44 0 Zo 4 RIWJ CF 8 6 cF cr_ 1 88 7 144. Z 00 Cr Iro, 187 CN 188 Ui TJ 186 10a 1P1% _7 N Cz 10' PRIVATE i:� 11 C� + 0 78 N��: U (N 1 44 10 \+ ii c6 DRAINAGE 78 (j + 64SEMENT �0 Ce 30" RCP PER 4) z 6' STORM DRAIN PLANS ON SHEET NO. 3 Y STREET CONSTRUCTION NOTES CONSTRUCT 3" A.C. W/ SEAL COAT OVER 6" A.B. (CLASS 2) Q) 4 CONST CUR8 & GUTTER 7YPE A-6 PER RIVERSIDE CO. STD. 200 P. 5 CONST CONCRETE SIDEWALK (W=6) PER RIVERSIDE STD. 400 6 CONST CURB RAMP CASE A PeR RIVERSIDE CO. STD. 403. 8 INSTALL STREET NAME SIGN PER RIVERSIDE STD. 816 CONST LOCAL DEPRESSION FOR CURB OPENING CATCH aASIN PER RIVERSIDE Co. Sm. 311 AND DEATIL ON SHEET 3 GRAPHIC SCALE 40 0 20 40 80 160 0) C.) IN FEET 1 inch 40 ft. SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER TRACT 30069-2 I.P. NO. 050034 SHEET NO. :!5 HUNSAKER, & ASSOCIATES 2* 3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES OU CL ESS/ WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET TRANSPORTATION DEPARTMENT COUNTY OF RIVERSOE OFESSi �&-s sivi, I R V I N E I N C AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON z <� A. APPROVED BY: PLANNING ENGINEERING SURVEYING STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT SCHEDULE "N' 6 WEST OF REFLECTOR PADDLE, A 3— 114 INCH SIANDARD MWOSC STREET IMPROVEMENT PLANS Three Hughes - Irvine, CA 92618 a PH: (949) 583-1010 FX (949) 583-0759 f Of/ NO. 24068 ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN NO. 339,50 rn HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. EXP. 6/30/06 m �Ij C�- Exp. 12/31/05 CHEROKEE ROSE STREET OF 19 SHTS. ALED,/ OTHIIAY.C.E. 33950 EXP.: 6/30/06 DATE — PREPARE4,EM 24068 000, R.C.E. NO. FOR: W.O.: COUNTY UP' CAL 0/1 SCALE. –78 FILE NO APPR. DATE IV I%- CAL (4w op REVISIONS AS SHOWN V: ASSHOWN BROOKFIELD HOMES 553 .90519 - H: x �Q_ COUNTY 'OMM V) REC BY�J BOYIE ENGINEERING CORP. DATE j6qeGLkS KNYDER F. \ 0028\ Engineering\ SA_ Phose2\ Imp– Street\ SHT06. dwg BEARINGIDELTA TANGENT 25.56' 15037'03" 1305639" 0400,3'08" 04003'08" 2 8'20" 3,20. 00' 20008'20" 300.00, 20"08'20" 60020'12'7_ DIAL BEFOFIZE YOU D G NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 7he private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepanc�s arising after county approval or during construction, the pfivale engineer shall be responsible for determining an acceptable solution or revising the plans for approval by the county. Z �_z 6 Q) 23+80.49 CHEROKEE ROSE STREET 136 1 100 10& 1 131 134 1%.170 137 1 1+00.00 JUNIPER TREE COURT W'-'< + 140 Q 1432.70 FL Z 141 w P__ R/W 1441.55 FL 2�3V 28-29' 29.43' 69.57' 4 70.00' 73,00' 73.00' 73.00' r C2� 7100' 59.647-e-Z—F 70.19, i Q) 514 Y M 60.80� )a 1q_ C:) 14 . �16 FL 00 CIV 41 CN L44 6 C CF 61,72' V) 8 13I)fRy 17 1,8 19 N 46*12'W W _�O 31 �2 4 I -------- I.— - — I - — - a M A 6'TR — — — — — — — — -- — — — — — — — ------- - — — — — — — — — — — — — — — — — — — — - 6" M 7 6 of CN 1@0 INV T -7-7- _T_ 60.93' 77.41: T_ co 75.00' 13-39' 1441.55 FL ti) — 5.89' 28. 9' —78.29 84.80 U 00 7 . 10 1 105.82' (3 114-87' 6 #1 12 44 0 Zo 4 RIWJ CF 8 6 cF cr_ 1 88 7 144. Z 00 Cr Iro, 187 CN 188 Ui TJ 186 10a 1P1% _7 N Cz 10' PRIVATE i:� 11 C� + 0 78 N��: U (N 1 44 10 \+ ii c6 DRAINAGE 78 (j + 64SEMENT �0 Ce 30" RCP PER 4) z 6' STORM DRAIN PLANS ON SHEET NO. 3 Y STREET CONSTRUCTION NOTES CONSTRUCT 3" A.C. W/ SEAL COAT OVER 6" A.B. (CLASS 2) Q) 4 CONST CUR8 & GUTTER 7YPE A-6 PER RIVERSIDE CO. STD. 200 P. 5 CONST CONCRETE SIDEWALK (W=6) PER RIVERSIDE STD. 400 6 CONST CURB RAMP CASE A PeR RIVERSIDE CO. STD. 403. 8 INSTALL STREET NAME SIGN PER RIVERSIDE STD. 816 CONST LOCAL DEPRESSION FOR CURB OPENING CATCH aASIN PER RIVERSIDE Co. Sm. 311 AND DEATIL ON SHEET 3 GRAPHIC SCALE 40 0 20 40 80 160 0) C.) IN FEET 1 inch 40 ft. SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER TRACT 30069-2 I.P. NO. 050034 SHEET NO. :!5 HUNSAKER, & ASSOCIATES 2* 3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES OU CL ESS/ WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET TRANSPORTATION DEPARTMENT COUNTY OF RIVERSOE OFESSi �&-s sivi, I R V I N E I N C AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON z <� A. APPROVED BY: PLANNING ENGINEERING SURVEYING STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT SCHEDULE "N' 6 WEST OF REFLECTOR PADDLE, A 3— 114 INCH SIANDARD MWOSC STREET IMPROVEMENT PLANS Three Hughes - Irvine, CA 92618 a PH: (949) 583-1010 FX (949) 583-0759 f Of/ NO. 24068 ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN NO. 339,50 rn HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. EXP. 6/30/06 m �Ij C�- Exp. 12/31/05 CHEROKEE ROSE STREET OF 19 SHTS. ALED,/ OTHIIAY.C.E. 33950 EXP.: 6/30/06 DATE — PREPARE4,EM 24068 000, R.C.E. NO. FOR: W.O.: COUNTY UP' CAL 0/1 SCALE. –78 FILE NO APPR. DATE IV I%- CAL (4w op REVISIONS AS SHOWN V: ASSHOWN BROOKFIELD HOMES 553 .90519 - H: x �Q_ COUNTY 'OMM V) REC BY�J BOYIE ENGINEERING CORP. DATE j6qeGLkS KNYDER F. \ 0028\ Engineering\ SA_ Phose2\ Imp– Street\ SHT06. dwg . ... .... . ..... ... .. .... Itt...... . ... I4 I. .. ..... . L IL ... ....... II77 70.6_ ...... . ...... 1 466, V1 , -144 IIPt ....... ......... . . L 7 tI+ Ir 77 N VC 17 76# & n L tIr1r7 -i" 4.V .... .. 2, 0%, .. ....... . 4 F I�77 tU IR=�: I..... . .... II1 .... ...... U,) I6 t. .... ...... . ...... II+ .. ....... . It4 IItry, (0 - - ---- ........... . . I04 �x 2-0 0, V_ A D ..... . ....... + 0 0 13 IF� .. . ........ r77� _ _�.�__ "I'�1-1.��l.-",�"-i��-l�,,�,�"".,.�1.1�,�,J :,, , t SL"_�___It R 0 I... . ....... 4 it... .. .. ... .... 77-1 7 + 4 IIJ, T17,-- _W ... I ...... .. . . .... 4&� 7� I IIIy t4 . .... . 7 II4' IL E� ,tRB_, P R -PF: 460- III.4 I X 7 1/47/4 IPRORLE SCAL ES I...... ..... HORIZ: III1 40 .. . ...... .. . . ........... .. 7 ......... ... VERT: 1 8 2 PLAN 2 3 4 5 6 1 n 40' See SHEET 6 I STREET cHER0KEE RO 8 1 Of 10 I 8 281 28 181 180 6f U5 0 :t .00' U P# 040201 14,33 __r 0 001 ABEILIA STREET 6' (.0 0 1 U) G- L 1 �L- 1 I . ,I R1. MS #3996 riNr.FR TI?Fr npivr VTWI wkmng - Q�_ - — �m �_ I FE f-- Z 0 141 w cc 003 LQ 4i 4 - lot U') CL Lij- 01 jr Ci m CN 140 6$ 6 KEE ROSE STREIT cHER SEE: SHE 6 A m BEFORE YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans Is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies ansing after coun� approval or during construction, the private engineer shall be responsible MARK BY DATE for detemining on acceptable solution or revising the plans for approval by the coun�. ENGINEER & I 150 wl M10 UNIULWA A 12 CONST LOCAL DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE CO. STD. 31 1 AND DUAIL ON SHEET �J I RUNNING CON3r--cuRst Gain S EA M R I VWA E GRAPHIC SCALE SEE SHEET 11 10, 0 COUNTY OF RIVERSIDE 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG HUNSAKER & ASSOCIATES TRANSPORTATION DEPARTMENT WASHINGTON STREET FROM 7HE INTERSECTION OF WASHINGTON STREET AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON S I k V I N E I �N C APPROVED PY: STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT ENGINEERING SURVEYING PLANNING a 1 WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWDSC Three Hughes x ImIrw, CA 92618w PH- (949) 583-1010 FX (949) 583-0759 24068 ALUMINUM DISK, SET FLUSH, IN TOP OF A 1 0 FEET LONG DPAIN HE4DWALL, 0.6 FOO NO. 33950 doa� 6221t 0 //.P,/o NC. T SOUTH OF THE NORTH END. EXP. 6/30/06 A. OTH4A4/.C.E. 33950 EXP.: 6 30/06 DATE Exp. 12/31/05 R.C.E. NO, 21068, 1A S - C , AL Mimi, H AS SHOWN V: ASSHOWN RECOMMENDED By. U�BOYLE ENGINEERING CORP. DATL GLAS SVDEk r� NO 011 m m Dom, 162 1�1 7:1 8 18' I - ZZ - 88022'43 Q + 10 't� 811 28 CN N STREET CONSTRUCTION NOTES V_ co t 56' I "i- + + 89 7'00" CONSTRUCT 3- A.C. W/ SE4L COAT OVER 6- A.B. (CLASS 2) ji 1 6' 6i + CN 10. 4 CONST. CURB & GUTTER TYPE A-6 PER RIVERSIDE CO. STD. 200 SMALL PINE COURT + 5 (D-- CONST CONCRETE SIDEWALK (W=6) PER RIVERSIDE STD. 400 SEE SHEET 9 6 CONST. CURB RAMP CASE A PER RIVERSIDE CO. STD. 403. 3+16.89 RUNNING STREAM DR. 7 CONST. 10' CONCRETE CROSS GUTTER PER RIVERSIDE CO. STD. 209 & 209A 67+91.18 ABELIA STREET 12 CONST LOCAL DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE CO. STD. 31 1 AND DUAIL ON SHEET �J I RUNNING CON3r--cuRst Gain S EA M R I VWA E GRAPHIC SCALE SEE SHEET 11 10, 0 COUNTY OF RIVERSIDE 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG HUNSAKER & ASSOCIATES TRANSPORTATION DEPARTMENT WASHINGTON STREET FROM 7HE INTERSECTION OF WASHINGTON STREET AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON S I k V I N E I �N C APPROVED PY: STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT ENGINEERING SURVEYING PLANNING a 1 WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWDSC Three Hughes x ImIrw, CA 92618w PH- (949) 583-1010 FX (949) 583-0759 24068 ALUMINUM DISK, SET FLUSH, IN TOP OF A 1 0 FEET LONG DPAIN HE4DWALL, 0.6 FOO NO. 33950 doa� 6221t 0 //.P,/o NC. T SOUTH OF THE NORTH END. EXP. 6/30/06 A. OTH4A4/.C.E. 33950 EXP.: 6 30/06 DATE Exp. 12/31/05 R.C.E. NO, 21068, 1A S - C , AL Mimi, H AS SHOWN V: ASSHOWN RECOMMENDED By. U�BOYLE ENGINEERING CORP. DATL GLAS SVDEk r� NO 011 m m Dom, j W, TRACT 30069-2 I.P. NO. 050034 SHEET NO. COUNTY OF RIVERSIDE SCHEDULE 11AII 0 STREET IMPROVEMENT PLAN JUNIPER TREE CT. & RUNNING STREAM DR. OF SHTS. COUNTY OIN. tIROOKFIELD HOMES 11553-78 1 FILE NO. x 9 x BEARINGIDEL TANGENT 88022'43 90013,00" 89 7'00" 99042'36" 86035'44" 212OJ7'22" 16018'4 1 15.76' 91015'56" 25.56' I j W, TRACT 30069-2 I.P. NO. 050034 SHEET NO. COUNTY OF RIVERSIDE SCHEDULE 11AII 0 STREET IMPROVEMENT PLAN JUNIPER TREE CT. & RUNNING STREAM DR. OF SHTS. COUNTY OIN. tIROOKFIELD HOMES 11553-78 1 FILE NO. x 9 x IIII17 III1-60, VC, . . ....... . IIto � .... ..... 4 4,18 .... . . ...... ... + IIP a . . .. ....... ... .... .. .. .... .. .... ...... . ..... . ... ... tI3 7-7 Ito tt,) III1AJ, I........... ....... + . . . . . ..... . II15' VC, 7 711 tI06 II+ it7 _1 . ......... '6i Ito III+ + 7-, II131 F'32f 6�lc ..... ....... I+ 50i 0 I... . .. . ..... . ITANG. '8( bo vc- - (�:) 'R 1�,h I.. ........... ILU II?P N' S -W I74 4, y IiItt IIj�ICA, ...... .. ...... . ....... . I.... ...... . QZ co I4.3A n2s, L + IIIIN It IIL + OF L II. . . . ............ . IIIllR—f I00P . . . . ..... . I—— 7,. .... .... . . . ... .. ... . .. ..... . . ....... f-3 IIItI0-UND, .... ... .. . -- IIII+ ..... ... It. .. ....... .. . . .... ... 1445 IIItLCI Q' 0� t' CN N II+ I.. .... . .. .... . . .. ...... . .. ... .... . ...... 6 + _ �_, . . . ...... ...... It. ..... PROFILE !K;ALL�i A IO' I. ....... . . . .... . HORIZ: 4 VERT: 1 8 OF N' 0A L AJ ou U R 7 PLAN 1 2 3 4 5 6 7 9 1 40' �STREET CONSTRUCTION NOTES 0, CONSTRUCT J_ A.C. W1 SEAL COAT OVER 6- A.B. (CLASS 2) 4 CONST. CURB & GUTTER TYPE A-6 PER RIVERSIDE CO. STD. 200 CONST. CONCRETE SIDEWALK (W=6) PER RIVERSIDE STD. 400 6 CONST. CURB RAMP CASE A PER RIVERSIDE CO. STD. 403. CONST. 10' CONCRETE CROSS GUTTER PER RIVERSIDE CO. STD. 209 & 209A tK O 1+00.00 SMALL PINE COURT 8 INSTALL STREET NAME SIGN PER RIVERSIDE STD. 816 K 4 CONST. LOCAL DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE CO. STD- 31 I AND DETAIL ON SHEET 3 29+36.41 X tK I�P f IIIIT x +87.07 SMALL PINE COURT CHEROKEE ROSE STREET ry N 1+00.00 RUNNING STREAM DRIVE t�. x DA TA 30" RCP N 147 ISEE STORM DRAIN PLAN 154 ON SHEET NO. 9 U2 153 149 1 150 151 148 152, 35.75' > Lo A + 56.46' /�)21.15' r,77M' 7b.00lt 3t24' t 5714,�__--- ltp 4 7 FL 30 4 68 5 FL 16,__ --1.33-07- 00 t 171 1460.05 FL CNI zol — 1_1 3 6", CF 6" OF t56.66 0) (�g 4 1455-.44 6 7 FL 1460.05 FL 1466.50 FL FS 0, N 39*5238" W 1466.20 OF CN .1 02 7.00 6" ZY W rF 4 _N�4704_4 6.07 6 61 165 1455.04 4 1 CF rF 2d.47' 54.23' 28.40' 77.00' 70.0(Y 23.99' I r7) I �1 r, .68,I .49 8CR 4 RIW cr) 31, 1+39 76-27' SEE SHEET 8 LO 41– MATCH LINE Ni I I I N 4 00 t -i I Q� 11 R T748.71 ECR or 00 164 I I Ln 8 + 156 159 + 1 6 1" 160 158 157 163 162 t 10 10, 28 IT C=3 SEE SHEET 8 C= SMALL PINE RUNNING STREW DRIVE CUURT DIAL TWO WORKING BEFORE DAYS BEFORE GRAPHIC SCALE YOU DIG YOU DIG 40 0 20 40 80 160 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY IN FEET UNDERGROUND SERVICE ALERT 1 inph 40 ft. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 7he private engineer signing these pkns is responsible for assufing the accuracy and acceptability of the design hereon. 67 the event of discrepancies orising after coun� opproval or during construction, the private engineer shall be responsible for determining an acceptable solution or revising the plans for apprc the county. ENGINEER ESS /OZ\\, A. of '41 NO. 33950 rn UA EXP. 6/30/06 rn IV Jx. APPR.JDATE COUNTY W B Chit SHEET NO.' TRACT 30069-2 I.P. NO. ICOUNIY OF RIVERSIDE 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG II�HUNSAKER & ASSOCIATES WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET I COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT IC AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON Pks S I R V I N E I N IINI 9 STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT APPROVED BY: I SCHEDULE 'PLANNING ENGINEERING SURVEYING iL --I Iti WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWDSC Thme Hughes a Irvine, CA 92618 PH: (949) 583-1010 FX (949) 583-0759 11 STREET IMPROVEMENT PLAN IIN TOP OF A 10 FEET LONG DRAIN ALUMINUM DISK, SET FLUSH, IINO. 24068 HEADWALL, 0.6 FOOT SOU7H� OF THE NORTH END. 12/31/05 SMALL PINE COURT Tic A. OT,t�.C.E. 33950 EXP.: 6/30/06 DATE OF 9 SH IPREPARED 24068 R.C.E. NO. IWO - CIVIIL FOR: 1COUNTY FILE NO. BROOKFIELD HOMES 553-78 IDATE x RECOMMENDED BY:\-) BOYLE ENGINEERING CORP. x BEARINGIDELTA 90000,00 I282.00' 300.00, 270,69' t43.5 V 0400 1'28- 782. 00' I017052'04" 800,00, 55, 0 I' 01-7052'04" 110.06), 212.3722- 38.00' 30" RCP N 147 ISEE STORM DRAIN PLAN 154 ON SHEET NO. 9 U2 153 149 1 150 151 148 152, 35.75' > Lo A + 56.46' /�)21.15' r,77M' 7b.00lt 3t24' t 5714,�__--- ltp 4 7 FL 30 4 68 5 FL 16,__ --1.33-07- 00 t 171 1460.05 FL CNI zol — 1_1 3 6", CF 6" OF t56.66 0) (�g 4 1455-.44 6 7 FL 1460.05 FL 1466.50 FL FS 0, N 39*5238" W 1466.20 OF CN .1 02 7.00 6" ZY W rF 4 _N�4704_4 6.07 6 61 165 1455.04 4 1 CF rF 2d.47' 54.23' 28.40' 77.00' 70.0(Y 23.99' I r7) I �1 r, .68,I .49 8CR 4 RIW cr) 31, 1+39 76-27' SEE SHEET 8 LO 41– MATCH LINE Ni I I I N 4 00 t -i I Q� 11 R T748.71 ECR or 00 164 I I Ln 8 + 156 159 + 1 6 1" 160 158 157 163 162 t 10 10, 28 IT C=3 SEE SHEET 8 C= SMALL PINE RUNNING STREW DRIVE CUURT DIAL TWO WORKING BEFORE DAYS BEFORE GRAPHIC SCALE YOU DIG YOU DIG 40 0 20 40 80 160 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY IN FEET UNDERGROUND SERVICE ALERT 1 inph 40 ft. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 7he private engineer signing these pkns is responsible for assufing the accuracy and acceptability of the design hereon. 67 the event of discrepancies orising after coun� opproval or during construction, the private engineer shall be responsible for determining an acceptable solution or revising the plans for apprc the county. ENGINEER ESS /OZ\\, A. of '41 NO. 33950 rn UA EXP. 6/30/06 rn IV Jx. APPR.JDATE COUNTY W B Chit SHEET NO.' TRACT 30069-2 I.P. NO. ICOUNIY OF RIVERSIDE 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG II�HUNSAKER & ASSOCIATES WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET I COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT IC AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON Pks S I R V I N E I N IINI 9 STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT APPROVED BY: I SCHEDULE 'PLANNING ENGINEERING SURVEYING iL --I Iti WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWDSC Thme Hughes a Irvine, CA 92618 PH: (949) 583-1010 FX (949) 583-0759 11 STREET IMPROVEMENT PLAN IIN TOP OF A 10 FEET LONG DRAIN ALUMINUM DISK, SET FLUSH, IINO. 24068 HEADWALL, 0.6 FOOT SOU7H� OF THE NORTH END. 12/31/05 SMALL PINE COURT Tic A. OT,t�.C.E. 33950 EXP.: 6/30/06 DATE OF 9 SH IPREPARED 24068 R.C.E. NO. IWO - CIVIIL FOR: 1COUNTY FILE NO. BROOKFIELD HOMES 553-78 IDATE x RECOMMENDED BY:\-) BOYLE ENGINEERING CORP. x . . . . ....... . . .... ..... ........ ... t .... ... .... ... - - ----- --1-1111.111-1-e . . . ........ .. .... ..... ...... ........... 11 . . .... L ... ... ... ... -,RB' ... ....... I U L I ........ .. . ........... .. . ... .. ... . .......... .. . . ....... .. ...... . . .. . . . ....... ........ . . ............ ... . . . .. ..... . . . . . . . . . . . 77 44 X4' 4 . . ........ . ....... .. ..... . .... ..... 'its . . ... .. ...... . .. . ....... - x - " + AA U, f+ .......... .. . E Nr ... . ... ..... .. 0 F 1 .... . ...... ..... .... .. . ... . + + .... .. .. ... L, U, 4 ...... .. ... ... 0 4 + 1+ . ......... . ... .. TA VG 04 4 vt; r Z 9 4 5a� .... ... .. 7 y 2 Ivc 4 2' .. .. ...... PA= 1456.2- 7 1 L ... ....... . .... . . .. . . ..... 77 47G 'i . . ... ........ T PC :A n -A 41 -4 T 44+ T k 104 PROnLE SCALES HORIZ: 1 40' r 1 8$ 9 10 11 12 PLAN 2 4 a 26 4 (P 12 11 1 ;�Ij MP, TOLL FREE 1-800-227--2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 1he private engineer signing these plans is responsible for assuring the accuracy and acceptobili� of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responible MARK BY DATE for determining an acceptable solution or revising the plans for approval by the county. I ENGINEER /P# 040201 ABELIA sTREET MS #3996 J2 Cc 0 cj� U 5 LU N LO (Z� I 1 1 122 r,0 C) + I Z CN I + - 6 0 2 7 -1 11� 1// 1/ vv �178,5�5FL 6. CF N 4' r1478.81 FL 8' VFF A ABELIA sTREET IP# 040201 11+32.22 BIRCHBROOK LANE 1 61+63.23 ABELIA STREET 121 L 120 WMI IWO M10 STREET CONSTRUCTION NOTES C, CONSTRUCT X A.C. W1 SEAL COAT OVER 6- A.B. (CLASS 2) /P# 040201 4 CONST. CURB & GUTTER TYPE A-6 PER RIVERSIDE CO. STD. 200 ABELIA sTREET 12 MATCHLINE C5 CONST. CONCRETE SIDEWALK (W=6') PER RIVERSIDE STD. 400 MS #3996 6 CONST. CURB RAMP CASE A PER RIVERSIDE CO. STD, 403. LLOU 00 L6 to 00 J2' 32' C, INSTALL STREET NAME SIGN PER RIVERSIDE STD. 816 I I a4 CONST LOCAL DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE CO. STD. 311 AND DETAIL ON SHEET 3 C6 0) LO C. B. #35 + 170 Cn m 0 ��:55 4+04 42 CBn T + I Ob N 11 N @_W=U1'41, H=5.0' + 1+00.00 GINGER TREE DRIVE 3+9_4.06 Z�4 PRC 75+20.32 ABELIA STREET A_j + Q) 'IW 126.79' 4 00 RL j 1449.14 FL N M 6' rcrr, CN CF 1,4 N N 2rJ5;2J- Ln 1444.13 I 1 00 00' 1443.44 FL m FS 14. C5) Ft 14 6 6' A GRAPHIC SCALE < x hT5.08 3 FV 117, �D 1446.7 It j_d 117. 7' 4 40 0 20 40 80 160 -4 j _CF �LKj R1W 60" RCP PER 4 5 V\ 9 I STORM DRAIN PLA + T vvvrr nAl <Z14PT-T Ain 1 Co N k I I I 1, .4 (j 00 1 inch 40 ft. if Z 24" RCP PER I I I I V- + STORM DRAIN PLAN ON SHEET NO. 13 1 =aml ESS Ak. NO. 33950 EXP. 6/30/06 rn Q I V I 1\�\LOP CALN� 2 m 52 SEE SHEET 11 4+41.77 PCC W_ -CURB E3C C1 _01 53 11/1 C lit 1 32' 12 _j2 N C DA TA mS 13996 r1C_r BEARIN RADIUS LENGTH J C-% Q jp# 040201 hi ff It GINGEOR" TR%EE DR%IVE.. 95000,00" 110.00, 22.82' TRACT 30069-2 I.P. NO. 050034 SHEET NO. C) Q) ll HUNSAKER & ASSOCIATES 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET COUNTY OF RIVERSIDE I R V I N E I N C if AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON 0.5 FOOT SCHEDULE 10 PLANNING ENGINEERING SURVEYING 9200714" STREET IMPROVEMENT PLAN Three Hughes Irvine, CA 92618 a Pit (949) 583-1010 FX (949) 583-0759 92007'07" HEADWALL, 0.6 FOOT SOUTH OF THE NORM END. BIRCHBROOK LN. & GINGER TREE DR. 19 OF SHTS. R.C.E. PREPARED 44 4�018 No. E 14TE 85'00'00 - - ----- FOR: W.0.: COUNTY 11: 553-78 FILE NO BROOKFIELD HOMES (4x -LA!r =aml ESS Ak. NO. 33950 EXP. 6/30/06 rn Q I V I 1\�\LOP CALN� 2 m 52 SEE SHEET 11 4+41.77 PCC W_ -CURB E3C C1 _01 53 11/1 C lit 1 32' 12 _j2 N C DA TA mS 13996 r1C_r COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: tloo'446V 42_�� .0 ap /I Soo, 24068 Exp. 12/31/05 H D A. eH�6�.C.E. 33950 EXP.: 6/30/06 DATE RECOMMENDED' BY: '--'BOYLE ENGINEERING CORP. DATE 54 WMAd "m C�j X�_ BEARINGIDELTA C-% Q jp# 040201 hi ff It GINGEOR" TR%EE DR%IVE.. 95000,00" TRACT 30069-2 I.P. NO. 050034 SHEET NO. C) Q) ll HUNSAKER & ASSOCIATES 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET COUNTY OF RIVERSIDE I R V I N E COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: tloo'446V 42_�� .0 ap /I Soo, 24068 Exp. 12/31/05 H D A. eH�6�.C.E. 33950 EXP.: 6/30/06 DATE RECOMMENDED' BY: '--'BOYLE ENGINEERING CORP. DATE 54 WMAd "m C�j X�_ I'd I Il ABELf C-% Q jp# 040201 hi ff It GINGEOR" TR%EE DR%IVE.. TRACT 30069-2 I.P. NO. 050034 SHEET NO. C) Q) ll HUNSAKER & ASSOCIATES 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET COUNTY OF RIVERSIDE I R V I N E I N C if AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON 0.5 FOOT SCHEDULE 10 TRACT 30069-2 I.P. NO. 050034 SHEET NO. ll HUNSAKER & ASSOCIATES 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET COUNTY OF RIVERSIDE I R V I N E I N C if AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON 0.5 FOOT SCHEDULE 10 PLANNING ENGINEERING SURVEYING STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWOSC STREET IMPROVEMENT PLAN Three Hughes Irvine, CA 92618 a Pit (949) 583-1010 FX (949) 583-0759 ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN HEADWALL, 0.6 FOOT SOUTH OF THE NORM END. BIRCHBROOK LN. & GINGER TREE DR. 19 OF SHTS. R.C.E. PREPARED 44 4�018 No. E 14TE SCALE: - ----- FOR: W.0.: COUNTY 11: 553-78 FILE NO BROOKFIELD HOMES (4x -LA!r H: AS SHOWN V: ASSHOWN SVtER' I.. ........ .... . . .. ........ .... . ..... . . ........ ...... . . . 1, . . .. ....... T Y .... . .... . OP OF S .... ...... . ... .. ..... . .. . ..... ... tjP it.... .. .... . . . . ........ IIkRTIAL,,, OF-— .... ... . .... . ........... . .. I.. ...... .. . . ..... t41 ....... .... ... ....... .... ...... ... . -b 0 . . . ......... . _L() - % T4N-G' I... ..... .. . 40, -9,9' VC . . .......... '74 IIIit..... . . .... . t L 1, r kN IIILU f. . . ......... . V0 to z N t... ...... ... .. ..... ........ .. ... 00 I t.. .... . ...... ....... . .. . ......... IItt+ __T i..... . .. _P1 4 I+ . . ....... ... . . - (Z) L441 IL R-8 II.. . . .... .... II .. ......... . ..... t........ . I�6 PI= 14f>G.,05 Uj -74,95 bR., 94 .. ......... KU NNNI'NU II.. .... ... .. it% ... . .. .. . . 11 4 a -5 -X N, D ...... . ... .... .. E III..... . . ... It 1-tt i Lf) )OjVC 1 ,7 faji= 4 + ... ... . ..... P II. . ...... .... t....... . ... It_ 1 .. .... .. ..... . ..... ... . . ..... t+ ........ . . ... ..... ... + + Iit4 ItT II14) IIL 44 UND t6 PROFILE SCALES Lf) 1 40' IM + ............ . ... .. . ...... - IV 7 7 7 IIIfC, U it fI0 II4 5 6 7 8 9 10 1 1 12 14 PLAN 40' STREET CONSTRUCTION NOTES 1)— CONSTRUCT r A.C. W1 SEAL COAT OVER 6- A.B. (CLASS 2) DA TA4 CONST. CURB & GUTTER TYPE A-6 PER RIVERSIDE CO. STO. 200 CONST, CONCRETE SIDEWALK (W=6) PER RIVERSIDE STD. 400 6 CONST, CURB RAMP CASE A PER RIVERSIDE CO. STD. 403. INSTALL S7REET NAME SIGN PER RIVERSIDE STD. 816 CONST. LOCAL DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE CO. ST9. 31 I AND DETAIL ON SHEET J SEE SHEET 8 100� ShREA-Al DRIVF Q_� 18' # � .I- (O Lf., I 0 it 1Z i Ar Ar 79,94� TOLL FREE '"REMP' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 7he private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies onsing after county approval or during construction, the private engineer shall be responsible MARK BY DATE for determining an acceptable solution or revising the plans for approval by the county. - ENGINEER I 010516061 RISEN= wl"41 I "I 7&88' �.Of ESS /0 A. 0 NO. 33950 A EXP. 6/30/06 M ;V �c I V I C', ezj 13 (4 to] 8 I IT, I a I 11 4 on 1 rl�Lr. '95.1 �fl,/v PLAN 10 e3n MATC-HLINE —F5 S Rt CIDUGAR PASF.E:T 12 SEE sH COUNTY OF RIVERSIDE BEARINCIDELTA HUNSAKER & ASSOCIATS 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES OU 1ORTATION DEPARTMENT 20059'i39 I J68. 00' 501.26' WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET BY: INS S I R V 517. I N C ASHINGTON AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF W OF POWER POLE NO. 4059450E, 0.5 FOOT 2 1 "56'49: PLANNING Three Hughes Irvine, CA ENGINEERING 92618 PH: (949) 583-1010 SURVEYING FX (949) 583-0759 90040'07" 2 NO. 24068 8822'4J HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. C.E. 33950 EXP.: 6/30/06 DATE Exp. 12/31/05 100 1 748 9.91, 91018'JJ" 89.24' 57.29' -to R.C.E. 70042'J4" 65.4 1' J7.60' 70042'J4" 4j. 19 1, SCALE: BOYLE ENGINEERING CORP. DATE U G LLA NYDER /11, DATE COUNTY OF RIVERSIDE HUNSAKER & ASSOCIATS 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES OU 1ORTATION DEPARTMENT WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET BY: INS S I R V I N E I N C ASHINGTON AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF W OF POWER POLE NO. 4059450E, 0.5 FOOT APPROVED PLANNING Three Hughes Irvine, CA ENGINEERING 92618 PH: (949) 583-1010 SURVEYING FX (949) 583-0759 STREET, 67 FEET WEST WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWDSC ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN NO. 24068 HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. C.E. 33950 EXP.: 6/30/06 DATE Exp. 12/31/05 C PREPARED Y-1 -to R.C.E. NO. 24068 SCALE: BOYLE ENGINEERING CORP. DATE U G LLA NYDER /11, DATE H: AS SHOWN V: AS SHOWN 4 GRAPHIC SCALE ( IN FEET ) I inch = 40 ft. TRACT 30069-2 I.P. NO. 050034 COUNTY OF RIVERSIDE SCHEDULE "N' STREET IMPROVEMENT PLAN GINGER TREE DRIVE 10SHEET NO. LU I OF 19 SHTS. i !*t:ROOKFIELD HOMES 553-78F. \ 0028\ Engineering\ SA_ if I Imp—Street\SHT1 l.dwg t U y! VC + -4 TL L4 Cd (3 il 9- 4 7 7- 2. an I .......... . ......... . .. ......... ....... .. . .... . ........... T IR 1, gu 77 L 1�5 2�2 -PRQWWINF 77t-77t-t4l ,4 48& W84' . ..... .. .... . .. ... ..... . .... �c V7, E -7 . . . ........ .. ... . .... . . . . .. .. ....... A Lo + . .... ..... + 7 ............. -00% j +1 14 )1 "4) ............... L. ..... .... . 1111-11-4-- ... . ....... T . ... . .. . .... FRI.IrILE Z110tuX.1) + + 411 r 0 HORIZ: 1 4 ......... 4 VERT: 1 L 8 PLAN 14 15 16 17 18 19 20 1 40' DA TA 0 iR N/ DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 10, \-0 'DE. I It CN M 34 430) CN RIW + + Q) .2 f 95 9�� lEi�IL16-11- NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 1he private engineer signing these plans is responsible for ossuning 'the, accuracy and acceptability of the design hereon. In the event of discrepancies arising after coun� approval or during construction, the private engineer sholl be responsible MARK BY DATE for determining an acceptable solution or revising the plans for approval by the county. ENGINEER I .35 9#1 \-0 16 C) Cd .73' 430) CN RIW 28"34'24" 300.00, NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 1he private engineer signing these plans is responsible for ossuning 'the, accuracy and acceptability of the design hereon. In the event of discrepancies arising after coun� approval or during construction, the private engineer sholl be responsible MARK BY DATE for determining an acceptable solution or revising the plans for approval by the county. ENGINEER I .35 9#1 -141 116+7 15+81 EC PROP. ELECTRICAL dj METER PEDESTAL 11101-kwol 0 5 36 24.4V -8�1191 — y 114) SEE RIGHT HEREON -i MA MRHL IINC_ 1;0 om- Ifi 7+21.5 7 EC ON CURB 7 -COUNTY ESS 10, N, A. 0 N co NO. 339 0 EXP. 6/30 06 C IV k\\�,_O,- CAO'6�c Vr*% 39 cr_ I G. 0 "3 49' n 4 P6 FZ (30 5 1511.00 1506.87 EL cr 1'8 N 43024'15" W __r _Cr 41506.28 FL 0, C) z) Cz + 40 zt 42 all w 1 41 M L 10TE M "AM TA �ZAI \-0 16 .73' 28016'40 RIW -141 116+7 15+81 EC PROP. ELECTRICAL dj METER PEDESTAL 11101-kwol 0 5 36 24.4V -8�1191 — y 114) SEE RIGHT HEREON -i MA MRHL IINC_ 1;0 om- Ifi 7+21.5 7 EC ON CURB 7 -COUNTY ESS 10, N, A. 0 N co NO. 339 0 EXP. 6/30 06 C IV k\\�,_O,- CAO'6�c Vr*% 39 cr_ I G. 0 "3 49' n 4 P6 FZ (30 5 1511.00 1506.87 EL cr 1'8 N 43024'15" W __r _Cr 41506.28 FL 0, C) z) Cz + 40 zt 42 all w 1 41 M L 10TE M "AM TA �ZAI STREET CONSTRUCTION NOTES Di- CONSTRUCT 3' A.C. W/ SEAL COAT OVER 6" A.B. (CLASS 2) 4 CONST. CURB & GUTTER TYPE A-6 PER RIVERSIDE CO. STD. 200 (5 CONST. CONCRETE SIDEWALK (W=6) PER RIVERSIDE ST9. 400 D__�E_ CONST. CURB RAMP CASE A PER RIVERSIDE CO. STD. 403. 8 INSTALL STREET NAME SIGN PER RIVERSIDE STD. 816 CONST LOCAL DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE CO. STD. 311 AND DEATIL ON SHEET 3 CONST CURB OU7LET PER RIVERSIDE CO. STD. 308. GRAPHIC SCALE 40 0 20 40 80 160 1 A__ 1 ;6 LLJEL—m IN FEET 1,'h = 40 ft I 'r I %J V SEAL -ENGINEER TRACT 30069-2 I.P. NO. 050034 SHEET NO. :!s COUNTY OF RIVERSIDE 2,3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUM ALONG TRANSPORTATION DEPARTMENT -VESSi HUNSAKER & ASSOCIATES WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET COUNTY OFRIVERSIDE I'D I R V I N E I N C AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON 12 -Z APPROVED BY: G"Ns S&P STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT SCHEDULE "k U -i coo PLANNING ENGINEERING SURVEYING WEST OF REFLECTOR PADDLE, A 3-114 INCH STMDARD MWOSC STREET IMPROVEMENT PLAN :� Three Hughes 1rvh% CA 92618 PR (949),583-1010 FX (949) 583-0759 ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN Fz- NO. 24068 HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. CL Exp. 12/31/05 COUGAR PlAtSiS COURT 00 cc H A. GAVR.C.E. 33950 EXP.: 6/k/06 DATE PREPAREQfiY: R.C.E. NO. 24068 0 F 19 SHTS. civil- FOR: W.O.: COUNTY t2w, 1A Uj CALk" jC SCALE: FILE NO /40 BROOKFIELD HOMES 553-78 . . cr_ H AS SHOWN AS SHOWN .939 X. 0 kabY V: x RECOMMENDED BY: LE ENGINEERING CORP. DATE OIJGLAf §NYDER D E F.-\ 0028\ Engineering\ SA-Phose2\ Imp- Street\ SHT12.dwg BEARINGIDELTA 28016'40 28"34'24" 300.00, 28034'24" 282.00' 140.63 1002 1'1,2 9.88' 95058'16" 76011'2 1 7601 V2 1 09029'07!__ 18.2 V 2 7035'5 1 52.98' 20 1-355 1 20005'4 /7" STREET CONSTRUCTION NOTES Di- CONSTRUCT 3' A.C. W/ SEAL COAT OVER 6" A.B. (CLASS 2) 4 CONST. CURB & GUTTER TYPE A-6 PER RIVERSIDE CO. STD. 200 (5 CONST. CONCRETE SIDEWALK (W=6) PER RIVERSIDE ST9. 400 D__�E_ CONST. CURB RAMP CASE A PER RIVERSIDE CO. STD. 403. 8 INSTALL STREET NAME SIGN PER RIVERSIDE STD. 816 CONST LOCAL DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE CO. STD. 311 AND DEATIL ON SHEET 3 CONST CURB OU7LET PER RIVERSIDE CO. STD. 308. GRAPHIC SCALE 40 0 20 40 80 160 1 A__ 1 ;6 LLJEL—m IN FEET 1,'h = 40 ft I 'r I %J V SEAL -ENGINEER TRACT 30069-2 I.P. NO. 050034 SHEET NO. :!s COUNTY OF RIVERSIDE 2,3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUM ALONG TRANSPORTATION DEPARTMENT -VESSi HUNSAKER & ASSOCIATES WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET COUNTY OFRIVERSIDE I'D I R V I N E I N C AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON 12 -Z APPROVED BY: G"Ns S&P STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT SCHEDULE "k U -i coo PLANNING ENGINEERING SURVEYING WEST OF REFLECTOR PADDLE, A 3-114 INCH STMDARD MWOSC STREET IMPROVEMENT PLAN :� Three Hughes 1rvh% CA 92618 PR (949),583-1010 FX (949) 583-0759 ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN Fz- NO. 24068 HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. CL Exp. 12/31/05 COUGAR PlAtSiS COURT 00 cc H A. GAVR.C.E. 33950 EXP.: 6/k/06 DATE PREPAREQfiY: R.C.E. NO. 24068 0 F 19 SHTS. civil- FOR: W.O.: COUNTY t2w, 1A Uj CALk" jC SCALE: FILE NO /40 BROOKFIELD HOMES 553-78 . . cr_ H AS SHOWN AS SHOWN .939 X. 0 kabY V: x RECOMMENDED BY: LE ENGINEERING CORP. DATE OIJGLAf §NYDER D E F.-\ 0028\ Engineering\ SA-Phose2\ Imp- Street\ SHT12.dwg . ............ t 4 . ..... ..... ..... .. ... . ...... ... N� ...... . .. ..... T . . ....... . �4 + �4j . ......... iuD .. . ....... -4, 6-43 ........ . . .... .. . ... ..... ... .. . .... . ............ .. . ...... . .... .... % -740 0 A + 75V,,C 1 IV 60 .... ..... .. . + + + 7 +4 Nt �p 7, /-0 _1476A1 I 'P1 + 7' .......... ............. . . ...... . ---- . . . ....... -7 N R.L — 7 . ...... ... N 1 !jol 77t�� .. .... . ..... .. . .... .... ...... . T . . .... ..... U + -L"',� . . . . ....... . . . .. . I f4 �N ff .. . ...... ............ + 1+ 17, -7- , U ...... ..... 4 + C) Cr . .. ...... . 3 tI;U ... .... _77 . ..... . ..... ....... .... 7 + 7- 7-7, .... ........... ... -3- R, TVC + .... ... . ............ . .......... . n, t PROFILE SCALES . .... . ...... ... . . ... .. HO 1 40' P 40 4 N f . . ... ...... T. 1 8 PIAN 2 4 5 10 1 40' DA TA 10, ww S, 40� Al�t_ 0 7(q, /44� 14 7670 901?7 10i, 3 4zi Q� 4 IV- In 6 In * * t4v Q) Qj 1 +00. 00 BIRCHBROOK LANE In ,, Q N 20' EASEMENT To RCTD 11 Uj (r) n STREET CONSTRUCTION NOTES 3+09.71 WINDCHIME COURT Q�, 14. 14 Q) I (D__1 CONSTRUCT r A.C. W n / SE4L COAT OVER e A.B. (CLASS 2) + 4 8 CONST. CURB & GUTTER TYPE A-6 PER RIVERSIDE CO. S7D- 200 (i�__ 2 71,62' 16.96' (�5� CONST CONCRETE SIDEWAIK tw=6') PER RIVERSIDE STO 400 or 4 5 ......... .............. Z) g IVA U991 6 CONST. CURB RAMP CASE A PER RIVERSIDE CO. STD. 403. h! --------- Ryw 6' Q) INSTALL STREET NAME SIGN PER RIVERSIDE STD. 816 ICZ ",.yj 4 �84' iaD TR BDR y 40991 12- CONST. LOCAL DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE CO. STD. 311 AND DETAIL ON SH9EQJ (30)-- CONST CURB OUTLET PER RIVERSIDE CO. STD. J08. N 42015'06e" w 4 09,40' ca 30 2 OD CO 00 40-99' 1.35' N �b 17.97' 1 '70 Cf' U6 I 0 ()77 CF 25 00 00 77-2r— ------- 9,58- CF 9 1 6.18 FL CF 1.7-11 0. C. 01- N F — w 0 GRAPHIC SCALE 87.00 8 7,9, r4j RCP 40 0 20 40 80, 160 74 _97—'— UMAIN PLAN WIND, 1�j . 3 ;.0 ON SHEET NO. 8 RIW ;1y/4 54. 8 see C 16 76767---- 17 IN FEET 06 W78' EC 1 inch 40 ft. 18 1 1-1 L'i N - n en Q) 19 20 11 21 +37.0 PCC N 23 TT 24 BC pRC ON CURE3 C� -4 MA CHLIN " E 10 E E 9+,97.97 E DIAL TWO WORKING BIRCH B"ROOK LANE BEFOK DAYS BEFORE YOU DIG YOU DIG Q) TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SM -ENGINEER BENCHMARK: TRACT 30069-2 I.P. NO. 050034 SHEET NO. S 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG F SS HUNSAKER & ASSOCIATE WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET COUNTY OF RIVERSIDE WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT I? C AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON ESS 10 P, SAI I R V I N E I N Alt, 13 w SHALL NOT COMMENCE UNTIL AN or APPROVED BY: PLANNING n ENGINEERING SURVEYING STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT SCHEDULE "K ENCROACHMENT PERMIT AND/OR A WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWDSC STREET IMPROVEMENT PLAN Three Hughes a Irvine, CA 92618 PH: (949) 583-1010 FX (949) 583-0759 ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN GRADING PERMIT HAS BEEN ISSUED. NO. 24068 Z"' 0 NO. 33950 �_7/01 rn HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. 00 Q� N Q_ ?1, EXP. 6/30/06 rn C( Exp. 12/31/05 BIRCHBROOK ILJANE OF 19 SHTS. The private engineer signing these plans is responsible for OSSunng the accuray 1� �HA A. OT AN47C.If 33950 EXP.: 6/30/06 DATE I Z and occeptabili� of the des�n hereon. In the event of discrepancies arising after top" 600p, PREPARED - R.C.E. NO. 24068 �A CIVIL FOR: W.O.: COUNTY to ww county approval or during construction, the private engineer shall be responsible MARK I BY DATE APPR.JDATE C I V I L C 05' SCALE: BROOKFIELD HOMES 553-78 FILE NO .9 U for determining an acceptable solution or revising the plans for approval by OP CA0" F* CAQ /,6 H. X REVISIONS — ��105 AS SHOWN V: ASSHOWN x the county. ENGINEER COUNTY RECOMMENDED By. iabYLE ENGINEERING CORP. DATE 4UGLAV-SNY5ER DATE M J-- I F.\ 0028\ Engineering\ SA_ Phase2\ Imp— Street\ SHTlJ.dwg BEARINGIDELTA 94026'16" 72007'12" 38,59, 25.49' 605224 13.20' 5008'52" 44.92' 1 5008'5 2" ......... .............. Z) g IVA U991 6 CONST. CURB RAMP CASE A PER RIVERSIDE CO. STD. 403. h! --------- Ryw 6' Q) INSTALL STREET NAME SIGN PER RIVERSIDE STD. 816 ICZ ",.yj 4 �84' iaD TR BDR y 40991 12- CONST. LOCAL DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE CO. STD. 311 AND DETAIL ON SH9EQJ (30)-- CONST CURB OUTLET PER RIVERSIDE CO. STD. J08. N 42015'06e" w 4 09,40' ca 30 2 OD CO 00 40-99' 1.35' N �b 17.97' 1 '70 Cf' U6 I 0 ()77 CF 25 00 00 77-2r— ------- 9,58- CF 9 1 6.18 FL CF 1.7-11 0. C. 01- N F — w 0 GRAPHIC SCALE 87.00 8 7,9, r4j RCP 40 0 20 40 80, 160 74 _97—'— UMAIN PLAN WIND, 1�j . 3 ;.0 ON SHEET NO. 8 RIW ;1y/4 54. 8 see C 16 76767---- 17 IN FEET 06 W78' EC 1 inch 40 ft. 18 1 1-1 L'i N - n en Q) 19 20 11 21 +37.0 PCC N 23 TT 24 BC pRC ON CURE3 C� -4 MA CHLIN " E 10 E E 9+,97.97 E DIAL TWO WORKING BIRCH B"ROOK LANE BEFOK DAYS BEFORE YOU DIG YOU DIG Q) TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SM -ENGINEER BENCHMARK: TRACT 30069-2 I.P. NO. 050034 SHEET NO. S 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG F SS HUNSAKER & ASSOCIATE WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET COUNTY OF RIVERSIDE WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT I? C AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON ESS 10 P, SAI I R V I N E I N Alt, 13 w SHALL NOT COMMENCE UNTIL AN or APPROVED BY: PLANNING n ENGINEERING SURVEYING STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT SCHEDULE "K ENCROACHMENT PERMIT AND/OR A WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWDSC STREET IMPROVEMENT PLAN Three Hughes a Irvine, CA 92618 PH: (949) 583-1010 FX (949) 583-0759 ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN GRADING PERMIT HAS BEEN ISSUED. NO. 24068 Z"' 0 NO. 33950 �_7/01 rn HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. 00 Q� N Q_ ?1, EXP. 6/30/06 rn C( Exp. 12/31/05 BIRCHBROOK ILJANE OF 19 SHTS. The private engineer signing these plans is responsible for OSSunng the accuray 1� �HA A. OT AN47C.If 33950 EXP.: 6/30/06 DATE I Z and occeptabili� of the des�n hereon. In the event of discrepancies arising after top" 600p, PREPARED - R.C.E. NO. 24068 �A CIVIL FOR: W.O.: COUNTY to ww county approval or during construction, the private engineer shall be responsible MARK I BY DATE APPR.JDATE C I V I L C 05' SCALE: BROOKFIELD HOMES 553-78 FILE NO .9 U for determining an acceptable solution or revising the plans for approval by OP CA0" F* CAQ /,6 H. X REVISIONS — ��105 AS SHOWN V: ASSHOWN x the county. ENGINEER COUNTY RECOMMENDED By. iabYLE ENGINEERING CORP. DATE 4UGLAV-SNY5ER DATE M J-- I F.\ 0028\ Engineering\ SA_ Phase2\ Imp— Street\ SHTlJ.dwg I7--77—, 7— tI.... . ...... II......... 4 66 . . . .. . . . .... llI. ....... .. A 22 I. ....... .. II... . ........ IPIZ= 66 7 0 7 $*7 .0 I:7' C! J'�_ -111 1-1 �11 I ", . 111: &I'll, ,, Lo 0 I+ A tf 00 LL Q III4 ilk- J, rooloof ILO 6 I60.,8#- + I- - _-_- . ... .. . ...... .. . .......... ......... pf IT .......... . . . . ........ -4 14, ... ... ...... 4, ....... ...... II_1164 LU IIL . ..... Q_ P/6 IlI+ .... ...... ... .. . .... . . . ....... . -4 + L NITER0 ...... . .. . ..... . ... . `5 47 T (�-001* ........... . . �A� 1A, C, F O ......... . . . ....... 416f9, 11" + ........... I------- ...... I......... .. .. 03, IP14 1 4_1 0_02 A/! 70 l+ IP ILq LU, 1" .. . ....... .. II............ �A + 4 . ... .... ....... . ....... .. .. . ....... 7- . ........ ... . . ....... ... ......... ...... I. ... ..... ... 14 PROFILE SCALES IT 7 IIIzr . ... .. .... III..... . . ..... Z. . . ... ..... HORZ I 40' R* -40500 I... .... ...... ............ . .. . .. ... . ...... ....... .. . IVERT: I 8 IR= 46911 PLAN 2 3 4 5 6 7 8 9 10 DA TA 040 STREET CONSTRUCTION NOTES 4�s CONSTRUCT r A.C. W/ SEAL COAT OVER 6" A.B. (CLASS 2) it/ 991� 4 CONST. CURB & GUTTER TYPE A-6 PER RIVERSIDE CO. STD. 200 5 CONST. CONCRETE SIDEWALK (W=6) PER RIVERSIDE STD. 400 6 CONST CURB RAMP CASE A PER RIVERSIDE CO. SID. 403, 69 INSTALL STREET NAME SIGN PER RIVERSIDE STD. 816 CONST LOCAL DEPRESSION FOR CURB OPENING CATCH OASIN PER RIVERSIDE CO. STD. 311 AND DETAIL ON SHEET 3 70 1+00.00 WINDCHIA4E CT 52+ 70. 1 3 ABELIA STREET 72 1 1 1 1 112' 32 1 1�2 88' US i3996 BELIA STREET N 14 040201 TOLL FREE -MR0111111111110pp- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The pfrivate engineer signing these plans is responsible for assunng the accuracy and acceptability of the des�n hereon. In the event of discrepancies ansing after coun� approval or during construction, the prkte engineer sholl be responsible ��Kj BY DATE for determining an acceptable solution or revising the plans for approval by the county. ENGINEER 101 1,9 V2T. f I I (), 2 1111 8 BIRCHBROOK LN. SEE SNEET 12 VDCHIME SEAL -COUNTY 2:6�E �s 0 Z3 NO. 339 M EXP. 6/30 06 rn M No= E10=12 C IV �Ik_ 00, r MATCHLINE COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED,13Y: I = �� I I F Mw -w—w e woo IP/ /loop A. -Ffv0e'�.C.E. 33950 EXP.: 6/30/06 DATE RECOMMENDED BY: '--tOYLE ENGINEERING CORP. DATE P-1 1 1 nn* ^ - — .- .ddffi� 1.� L? = GRAPHIC SCALE 40 0 20 40 80 160 1 0) IN FEET 1 inch 40 ft. TRACT 30069-2 I.P. NO. 050034 SHEET No. COUNTY OF RIVERSIDE 14 SCHEDULE 'IN' STREET IMPROVEMENT PLAN 00 Q-_ WHINIDICHIME CT., IN CL 0 F 19 SHT. FOR: W.O.: COUNTY BROOKFIELD HOMES 553-78 FILE NO. 7rZp ww Ux 0 F. \ 0028\ Engineering\ SA_ Phase2\ Imp -Street\ SHT14.dwg HUNSAKER & ASSOCIATES 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG ASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET W S I R V I N E I N C AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON POLE NO. 4059450E, 0.5 FOOT PLANNING ENGINEERING SURVEYING STREET, 67 FEET WEST OF POWER Three Hughes - Infirw, CA 92618 PH. (949) 583-1010 FX (949) 58-1,0759 !I WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWDSC ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN NO. 24068 �7, 0.6 FOOT SOUTH OF THE NORTH END. Exp. 12/31/05 PREPAR�EDf. R.C.E. NO. 68 C d.CF,-SCALE: 2 70355 1 i D6UaA9eNYDER 400, ATE H: AS SHOWN V: AS SHOWN L? = GRAPHIC SCALE 40 0 20 40 80 160 1 0) IN FEET 1 inch 40 ft. TRACT 30069-2 I.P. NO. 050034 SHEET No. COUNTY OF RIVERSIDE 14 SCHEDULE 'IN' STREET IMPROVEMENT PLAN 00 Q-_ WHINIDICHIME CT., IN CL 0 F 19 SHT. FOR: W.O.: COUNTY BROOKFIELD HOMES 553-78 FILE NO. 7rZp ww Ux 0 F. \ 0028\ Engineering\ SA_ Phase2\ Imp -Street\ SHT14.dwg BEARINGIDELTA 90000, 85000'00" 2 70355 1 0 7035'5 1 20"05'4 7" 328.49' 09025'46" 707.00, 09025'46" 09025'46 100 1 7'48 10605 1'55 104.45' 86016'20" 100 1 7'48 L? = GRAPHIC SCALE 40 0 20 40 80 160 1 0) IN FEET 1 inch 40 ft. TRACT 30069-2 I.P. NO. 050034 SHEET No. COUNTY OF RIVERSIDE 14 SCHEDULE 'IN' STREET IMPROVEMENT PLAN 00 Q-_ WHINIDICHIME CT., IN CL 0 F 19 SHT. FOR: W.O.: COUNTY BROOKFIELD HOMES 553-78 FILE NO. 7rZp ww Ux 0 F. \ 0028\ Engineering\ SA_ Phase2\ Imp -Street\ SHT14.dwg ....... ... T .. .... .... .. .... ..... + . . . ..... .. . ..... ... LU . ... ... ... 0a. .......... 177 co tt + . . .. . ..... 39,011, 1A 1�, t 4- r ..... .... U .. . . .. ..... fn 6 LL, m . .. . ...... PR DF14 7777F7 ........... ...... ... .. ... �T . . . . .. LO q T REL 17R&E t UU UAAf> I K CIT.- 1 -C .. ..... .. .... ..... J- ..... ...... 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STD. 311AND DETAIL ON SHEET 3 Z Q_ 89 1+00.00 LAUREL TREE COURT 6P Q) Z , I.:_- 01Z K Q� L, 3+24.61 GERANIUM ST _—ET 00 Q Q C� Q t6 82 1 1 116 In 0� Lri Q Cj I I r 84 I x< 2.o5, 83 8 1 2;1.;,o, It 00 1 7 00 4 5 MATCHLINE _E SHEET 17 0 &1 SE, 1+4J.93 SCR C., 1+43. 89 ECR _1"w 4 5 0� :D7 01 100.38' 81�29' IF 4.93 50.43' 26.91' 5N 73.43' 71,37' zt_—_ 6" NN 35.27' 46.97' 6 -40.451 1452.29 8 103 F -5t).45 FL - ------ 0 '54' E 6" CF cr 00 00 N 26*2J i I - 1459.12 R N 2.rl8-47, F 1439.45 R 9 - CF 1437.96 1452.Z9 FL 1-11 1 ON 4727' 6 CF \ 1455.45 FL 7 6" CF cr 00 37 28' 00 1459.12 F1 0) 4 5 28' N N 1-0 /13�55' 6 CF 26.10' 52.57' 24" RC SEE O� 6 — — 66.11� 102 r- U 70.00' (z) V_ STORM RAIN PLAN �0 70,00' ;74 0 71M' L4j 81.41' 4 w RIW-1 66-01 ON SH NO. 7 co S&E SEP 92 A TE 91 1 93 — 101 ,IR PZA 00 NS 12 + 95 97 S 94 4-) + 1P11f '0400,36 96 (a 98 100 3+52.40 LAUREL TREE COURT 1+00.00 OAKSTONE CREEK COURT LAUREL IMEE UOURT GRAPHIC SCALE DIAL TWO WORKING 40 0 20 40 80 160 C, I BEFORE DAYS BEFORE YOU DIG YOU DIG IN FEET TOLL FREE 1-800-227-2600 1 inch 40 ft. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT M SEAL -COUNTY SEAL -ENGINEER I. P. NO. 050034 SHEET NO. NOTE: COUNTY OF RIVERSIDE HUNSAKER & ASSOCIATE S 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG TRACT 30069-2 19 ^IFESSI WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT COUNTY OF RIVERSIDE E S S 10 NS SAI,�,, I R V I N E I N C AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON 15 SHALL NOT COMMENCE UNTIL AN 0 APPROVED'BY: STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT SCHEDULE "K m PLANNING m ENGINEERING SURVEYING z ENCROACHMENT PERMIT AND/OR A 1P , WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWDSC STREET IMPROVEMENT PLAN Three Hughes a In4w, CA 92618 a PH: (949) 583-1010 w FX (949) 583w0759 GRADING PERMIT HAS BEEN ISSUED. A IIIIIIIIIIIIII1111 ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DMN NO. 24068 1 A NO. 33950 rn HE40WALL, 0.6 FOOT SOUTH OF THE NORTH END. m Exp. 12/31/05 L-AUREL TREE COURIT w EXP. 6/3,0/06 mm The private engineer signing these plans is responsible for assuring the accuracy HAL A. OTAZV.C.E. 33950 EXP.: 6/30/06 DATE OF —19 SHTS. and acceptability of the design hereon, In the event of discrepancies orising after V tp PREPA /11 R.C.E. NO. 24068 coun� opproval or during construction, the private engineer shall be responsible CIV tL FOR: W.O.: COUNTY Lf) Ljj MARK BY DATE APPR. DAT I C1 tL 1A FCA 00-1 for detetmining an acceptable solution or revising the plans for approval by REVISIONS Or Al-\� 57- 0 SCALE: BROOKFIELD HOMES 553-78 FILE NO -9 14— 411#40' U H: AS SHOWN V: AS SHOWN the county. ENGINEER Cot INTY x x RECOMMENDED BY: UbOYLE ENGINEERING CORP. DATE GLAS/�NYDER F. 0028\ Engineering\ SA_ Phase2\ Imp— Street\ SHT1 5. dwg BEARINGIDELTA 90"J5'42" 06"09'54" 10024'57" 1000.00, 1002457" 1018.00, 92"J 1 '10" 9104J'53 0JO05'07" 27.42' 0JO05'07" 1000.00, 26.9J' 982.00, 255.30' 48 270.62' STRUCPON NOTFSL CONSTRUCT J- A.C. W/ SEAL COAT OVER 6 A.B. SS 4 CONST CURB & GUTTER TYPE A-6 PER RIVERSIDE CO. STD. 200 5 CONST, CONCRETE SIDEWALK (W=6) PER RIVERSIDE STD. 400 Llj 6 CONST CURB RAMP CASE A Rl LA_ INSTALL STREET NAME SIGN PER RIVERSIDE STD. 816 CONST LOCAL DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE CO. STD. 311AND DETAIL ON SHEET 3 Z Q_ 89 1+00.00 LAUREL TREE COURT 6P Q) Z , I.:_- 01Z K Q� L, 3+24.61 GERANIUM ST _—ET 00 Q Q C� Q t6 82 1 1 116 In 0� Lri Q Cj I I r 84 I x< 2.o5, 83 8 1 2;1.;,o, It 00 1 7 00 4 5 MATCHLINE _E SHEET 17 0 &1 SE, 1+4J.93 SCR C., 1+43. 89 ECR _1"w 4 5 0� :D7 01 100.38' 81�29' IF 4.93 50.43' 26.91' 5N 73.43' 71,37' zt_—_ 6" NN 35.27' 46.97' 6 -40.451 1452.29 8 103 F -5t).45 FL - ------ 0 '54' E 6" CF cr 00 00 N 26*2J i I - 1459.12 R N 2.rl8-47, F 1439.45 R 9 - CF 1437.96 1452.Z9 FL 1-11 1 ON 4727' 6 CF \ 1455.45 FL 7 6" CF cr 00 37 28' 00 1459.12 F1 0) 4 5 28' N N 1-0 /13�55' 6 CF 26.10' 52.57' 24" RC SEE O� 6 — — 66.11� 102 r- U 70.00' (z) V_ STORM RAIN PLAN �0 70,00' ;74 0 71M' L4j 81.41' 4 w RIW-1 66-01 ON SH NO. 7 co S&E SEP 92 A TE 91 1 93 — 101 ,IR PZA 00 NS 12 + 95 97 S 94 4-) + 1P11f '0400,36 96 (a 98 100 3+52.40 LAUREL TREE COURT 1+00.00 OAKSTONE CREEK COURT LAUREL IMEE UOURT GRAPHIC SCALE DIAL TWO WORKING 40 0 20 40 80 160 C, I BEFORE DAYS BEFORE YOU DIG YOU DIG IN FEET TOLL FREE 1-800-227-2600 1 inch 40 ft. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT M SEAL -COUNTY SEAL -ENGINEER I. P. NO. 050034 SHEET NO. NOTE: COUNTY OF RIVERSIDE HUNSAKER & ASSOCIATE S 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG TRACT 30069-2 19 ^IFESSI WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT COUNTY OF RIVERSIDE E S S 10 NS SAI,�,, I R V I N E I N C AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON 15 SHALL NOT COMMENCE UNTIL AN 0 APPROVED'BY: STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT SCHEDULE "K m PLANNING m ENGINEERING SURVEYING z ENCROACHMENT PERMIT AND/OR A 1P , WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWDSC STREET IMPROVEMENT PLAN Three Hughes a In4w, CA 92618 a PH: (949) 583-1010 w FX (949) 583w0759 GRADING PERMIT HAS BEEN ISSUED. A IIIIIIIIIIIIII1111 ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DMN NO. 24068 1 A NO. 33950 rn HE40WALL, 0.6 FOOT SOUTH OF THE NORTH END. m Exp. 12/31/05 L-AUREL TREE COURIT w EXP. 6/3,0/06 mm The private engineer signing these plans is responsible for assuring the accuracy HAL A. OTAZV.C.E. 33950 EXP.: 6/30/06 DATE OF —19 SHTS. and acceptability of the design hereon, In the event of discrepancies orising after V tp PREPA /11 R.C.E. NO. 24068 coun� opproval or during construction, the private engineer shall be responsible CIV tL FOR: W.O.: COUNTY Lf) Ljj MARK BY DATE APPR. DAT I C1 tL 1A FCA 00-1 for detetmining an acceptable solution or revising the plans for approval by REVISIONS Or Al-\� 57- 0 SCALE: BROOKFIELD HOMES 553-78 FILE NO -9 14— 411#40' U H: AS SHOWN V: AS SHOWN the county. ENGINEER Cot INTY x x RECOMMENDED BY: UbOYLE ENGINEERING CORP. DATE GLAS/�NYDER F. 0028\ Engineering\ SA_ Phase2\ Imp— Street\ SHT1 5. dwg '77777 ... . . . .... ---- --- . ..... ...... . ....... . . .. .. . ..... .... C L. ...... .. .... . . ......... . .... . T ..... . ..... ........ . .. ... c1c + C, 14 fN 'PAOT. 16V, fj� 0.,C. .... ...... . ....... .. ... ..... . . f35.5 i Uut 2' R 0 -7- . ............. + -G,,, DUND '14' 7 j T7f4) tj..... .. 4 . . . ...... 0 �WNLIAIE fr 480 i J.......... .. . . ..... . ........ 150. 0', '0 ..... ... .. ......... . . . .. ... . .. .... ..... .... + R 4 ..... ... ... . . .... .. .. CN 0 Wtt 40 .. .... ........ . 6h VA 7ON ......... . ..... ..... + + ......... .......... .. 84? P.C.1 f i2, T G, + ot A T UR5L 46q --T ........... . ... . . -7 ..... ... . .... IPA . ..... ...... . N 12- 7 L LQ . ...... ... ......... .. .. . .......... R T 111�11�__l ......... + tN 7t - A/ -z1- _,_i .. . ....... + 7/4 il C OOZ. ....... ......... R1 7 '7 8 L I A N PROFILE SCALES . ..... ..... . . .. . . .. . . . ... ..... .. . ....... . ....... 4 + HORIZ: 1"= 40' . . . . .... ... . .... . . ..... . .... ..... . . ....... . 81 cry VERT.: I PLAN 12 13 14 15 16 17 18 19 I= f -OR TWO WORKING DAYS BEFORE YOU DIG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans Is responsible for assuring the accuracy and acceptability of the design hereon, In the event of discrepancies arising after county approval or during construction, the private engineer shall be respons6k for determining an acceptable solution or revising the plans for approval by the coun ty. 0 0" ., ji M3 w 104 Xm- FINWAM COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT �-s S/V APPROVED BY: 0 .7/0 SOO' NO. 24068 NO. 33950 EXP. 6/30/06 KHA A. OT��.C.E. -33950 EXP.: 6/30�06 DATE xp. 12/31/05 RECOMMENDED BYV WYLE ENGINEERING CORP. DATE SEE SHEET 18 R M im STREET CONSTRUCTION NOTES CONSTRUCT J� A.C. W/ SEAL COAT OVER e A.B. (CLASS 2) 4 CONST CURB & GUTTER TYPE A-6 PER RIVERSIDE CO. SID. 200 5 CONST. CONCRETE SIDEWALK (W=6) PER RIVERSIDE STD. 400 6 CONST. CURB RAMP CASE A PER RIVERSIDE CO. STD. 403. 7 CONST. 10' CONCRETE CROSS GUTTER PER RIVERSIDE CO. STD. 209 & 209A 8 INSTALL STREET NAME SIGN PER RIVERSIDE STD. 816 12 CONST. LOCAL DEPRESSION FOR CURB OPENING CATCH BASIN PER RI A HUNSSAKER & ASSOCIATE S 2.3 MILES NORTHWEST OF LAKE SKINNER 1.2 MILES SOUTH ALONG l� WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET I I R V� I N E I N C If AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON ,, STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0. PLANNING ENGINEERING SUkVEYING 1: 'WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWDSC Three Hughes m IlMv, CA 92618 Pit (949) 583-1010 FX (949) 583-07,59 ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN PREPARE _*03� R.C.E. NO. 24068 IS' 17SCALE: AS SHOWN V: AS SHOWN )ZUGLA!!� SNYDER OATE H: am 21L GRAPHIC SCALE I N 40 0 20 40 80 IN FEET 1 inch 40 ft. TRACT 30069-2 I.P. NO. 050034 SHEET NO. COUNTY OF RIVERSIDE SCHEDULE "N' 16 STREET IMPROVEMENT PLAN FOR: W. 0.: COUNTY ;ROGKFIELD HOMES 553-78 'FILE NO. L x BEARINGIDELTA LENGTH 137.68' OrJ726" .45 8001 101 05007'06" 94028'J2" 99004'58" 810J3101" 0 '48" 20005'46" f -OR TWO WORKING DAYS BEFORE YOU DIG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans Is responsible for assuring the accuracy and acceptability of the design hereon, In the event of discrepancies arising after county approval or during construction, the private engineer shall be respons6k for determining an acceptable solution or revising the plans for approval by the coun ty. 0 0" ., ji M3 w 104 Xm- FINWAM COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT �-s S/V APPROVED BY: 0 .7/0 SOO' NO. 24068 NO. 33950 EXP. 6/30/06 KHA A. OT��.C.E. -33950 EXP.: 6/30�06 DATE xp. 12/31/05 RECOMMENDED BYV WYLE ENGINEERING CORP. DATE SEE SHEET 18 R M im STREET CONSTRUCTION NOTES CONSTRUCT J� A.C. W/ SEAL COAT OVER e A.B. (CLASS 2) 4 CONST CURB & GUTTER TYPE A-6 PER RIVERSIDE CO. SID. 200 5 CONST. CONCRETE SIDEWALK (W=6) PER RIVERSIDE STD. 400 6 CONST. CURB RAMP CASE A PER RIVERSIDE CO. STD. 403. 7 CONST. 10' CONCRETE CROSS GUTTER PER RIVERSIDE CO. STD. 209 & 209A 8 INSTALL STREET NAME SIGN PER RIVERSIDE STD. 816 12 CONST. LOCAL DEPRESSION FOR CURB OPENING CATCH BASIN PER RI A HUNSSAKER & ASSOCIATE S 2.3 MILES NORTHWEST OF LAKE SKINNER 1.2 MILES SOUTH ALONG l� WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET I I R V� I N E I N C If AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON ,, STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0. PLANNING ENGINEERING SUkVEYING 1: 'WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWDSC Three Hughes m IlMv, CA 92618 Pit (949) 583-1010 FX (949) 583-07,59 ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN PREPARE _*03� R.C.E. NO. 24068 IS' 17SCALE: AS SHOWN V: AS SHOWN )ZUGLA!!� SNYDER OATE H: am 21L GRAPHIC SCALE I N 40 0 20 40 80 IN FEET 1 inch 40 ft. TRACT 30069-2 I.P. NO. 050034 SHEET NO. COUNTY OF RIVERSIDE SCHEDULE "N' 16 STREET IMPROVEMENT PLAN FOR: W. 0.: COUNTY ;ROGKFIELD HOMES 553-78 'FILE NO. L x I.. . . .......... .. I�7 . .. ....... . . . I. ... .. .... . ..... ... .... ...... . . 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HORIZ: 1 40' I.......... .. ..... ... . ..... .... . .... ..... . VE 0 = +! IRT.: 1 8 L CN r IPLAN 1 11 12 13 14 16 17 0 19 1"= 40' STREET CONSTRUCTION NOTES CONSTRUCT J- A.C. W1 SF,4L COAT OVER 6- A.B. (CLASS 2) 4 CONST, CURB & GUTTER TYPE A-6 PER RIVERSIDE CO. STD. 200 5 CONST. CONCRETE SIDEWALK (W=6) PER RIVERSIDE STD. 400 DA TA (D BEARINGIDEL TA RADIUS LENGTH TANGENT 2OrJ5'48" 38.00, 137.68' 154.7J' 27035'48" 110.00, 52,98' 27.02' 07037'26" 1218. 00' 162� 0 7' 81.15' 22`50'4 I" 1200.00' 478.46' 242.45 17002'25" 1182.00' J51,54' 17707' 8800 1'03" 25.00' 38.40, 24.15' 8800 1'03" 25.00' 38,40' 24.15' 05007'06" 1218.00' 108.8 I' 54.44' 94028'32" 25.00' 41.22' 27.0,3' 85012'30" 25.00' 37,18' 22.99' (D 99004'58 25. 00' 43.23' 29.31' 81033,01" 25.00' J5.58' 21.56' 02008'48" 1218.00' 45.63' 22.82' 0 1030'48 1 182. 00' 31.22' 15.6 I' 20005'46" 32&50' 1 15.22' 58.2 1' Q69- CONST CURB RAMP CASE A PER RIVERSIDE CO. STO. 403. 7 CONST 10' CONCRETE CROSS GUTTER PER RIVERSIDE CO. STD. 209 & 209A 13+05.06 LAUREL TREE -CT SEE SHEET 18 8 INSTALL STREET NAME SIGN PER RIVERSIDE STD. 816 29+53.49 DAISY DRIVE 0 _j (K- ry M 'UWILD CARNATIoN DR.�� CONST. LOCAL DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE CO. STD, 311 AND DETAIL ON SHEET 3 + 61 12 1 2 SEE SHEET 18 CO m Q4- N _j Cz to Z Lu 6 DAISY D R I ()6 117 < + + + n-25 116 8 Q m 1 o6 M - 118 P. b 0 n ot- I I 6, _r Cr LU MATCHLINE SEE SHEET 18 + + f+ 4 tx 10 W 4 1+42. 6 EC ILO 119 LO 109.62' 58-21' + 7 6 9 69. 96' 120 + 5 C 6 \j -0,-- 0 __ 35.33, 4 1 00 746d.92 FL 4 76' 1 + 5 4ro Z01 (8) CF 51 _CF 121 90 4 1459. 1461. r I %D * .% r -e-CF 5 69�8,3, 00 /W jj 467, I R. 1 e CP 1-28. bi ao It7 CF 00 0 r4 -T,4-,- 6' . . I 14 CF 6' CF �,49 1J'4 I (Z) 99. 83.19 4 14 76.9-3' 1 C 15+00.26 LAUREL TREE CT 122 N 7ZO1 1 T -'WA - .84 FL 24" RCP SEE 5 V11 /* 145 96 �?� 4 28. .t 8 STORM DRAIN PLAN Q cr_ 128 7 RAD, PT. U-1 ON SHEET NO. 4 127 96' 4 1472.51 5 R/W FS _4,_Sb� U o 129 126 (3 105 471.46 FZ o) -m 0 tw wu") tz C6 + 125 104 -It � I .0, LO C w DAISY DRIVE 1m+C,4 .6 +w+ SEE SHEET 18 4Q w 12 w 124 LAUREL Rm"k E E COU'RT 123 TT '11 DIAL TWO WORKING GRAPHIC SCALE BEFORE DAYS BEFORE YOU DIG YOU DIG 40 0 20 40 80 160 TOLL FREE I1-800-227-2600 IN FEET A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I inch 40 ft. NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE, SEAL -ENGINEER TRACT 30069-2 1. P., NO. 050034 SHEET NO. Of ESS /0, HUNSAKER & ASSOCIATES 2 3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET COUNTY OF RIVERSIDE 0 E SIZ 'O b�,s sivu I It V I N E I N C AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON SHALL NOT COMMENCE UNTIL AN 1 6 0 APPROVED BY: EYING STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT SCHEDULE "K ENCROACHMENT PERMIT AND/OR A PLANNING a ENGINEERING mi SURV WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWDSC Three Hughes a lrvkw, CA 92618 Rt (949) 583-1010 STREET IMPROVEMENT PLAN in FX (949) 583-0759 ai GRADING PERMIT HAS BEEN ISSUED. ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN NO. 24068 frn' NO. 33950 HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. The private engineer signing these plans is responsible for assuring the accuracy EXP 6/3 H LED OT�,&N PVC. E. 33950 EXP.: 6/30/06 DATE Exp. 12/31/05 LAUREL TREE COURT 0/06 OF 19 SHTS. after %P PREPA 13- R.C.E. NO. 24068 and acceptability of the design hereon, In the event of discrepancies arising 1 TNH 111/06REV. LAUREL TREE CURB PROFILE, ADDED CB17a IVIL FOR: W.O.: V) county approval or during construction, the private engineer shall be responsible -_ C I V I L\- r - COUNTY MARK BY DATE )NKR. DAT J4A *1 ?w 04 SCALE: FILE NO or approval by REVISIONS OP CAL\� VW mw BROOKFIELD HOMES 553-78 for determining an acceptable solution or revising the plans f CAL the county. ENGINEER COUNTY I 42L AS SHOWN AS SHOWN RECOMMENDED BY: DATE 15budLAs JSNYDEr -DATE .�a � 0028\ Engineering\ SA_ Phase2\ Imp 10/13/2006 F. -Street\ SHT1 6. dwg 7_7 i5 9& 7 .... . . . . . .......... ..... . ........... .. ... .... ... ...... . .. .... ..... . . ......... . .. ... .......... ... ...... - .0 ... ... .... C� ... .. ..... Sz GO (0 Q, _,71t., ...... . ..... L ....... ...... . ... ...... ...... N L4 ........ ... .. . ..... .... . 0,91- .. . ....... + fip* 01 ....... .. ... VC 0 V�- y �7' ,P N 0. C. ........ ..... Pli= 11,4 64 . .... .... .. OWN LINE P 14 3B. . . ........ ... ........ U� L/ . .... .. .. . . EL i co I 24 . .......... 00 .. . ... . . . ... .... ... ..... .... . . IfLo+ 1+ 0 VC .. ... . ..... ... .... . ... . ... .. .... ......... . ...... ..... L WO Pl+ .. . . ..... . ...... 4 114 NE1 ...... . ... r t I . ...... . ...... i,, � 'r 00 F ?I ff �_O& I U (5 Lo ....... . .. . .... . .... . .. ..... q + LO 4 . .......... . . . ...... .. ....... ..... ..... ...... .... ....... i" + 5� <5 R Q)N 1 1-� 14,3 ............ 4413.921 R-- . . ... ....... ... .. ... ... Eli -'-qE RLIN R ... . .... . . 2-7 50-0v Q N 7, .... . ........ On r P r. ...... + I ........ . . ...... . ...... + 5 .... . ...... . ... . .... + 1A - ---------- .......... 7 PROFILE SiIXES ........ .... HORIZ: 1"= 40' n . ........... VERT: 1 8 PLAN 2 4 5 6 7 8 9 'n 40' STREET CONSTRUCTION NOTES CONSTRUCT 3- A.C. W/ SEAL COAT OVER 6- A.B. (CLASS 2) 4 CONST, CURB & GUTTER TYPE A-6 PER RIVERSIDE CO. STD. 200 5 CONST. CONCRETE SIDEWALK (W=6) PER RIVERSIDE STD. 400 OA 6 CONST, CURB RAMP CASE A PER RIVERSIDE CO. STD. 403. LJ INSTALL STREET NAME SIGN PER RIVERSIDE STD. 816 U_ CONST, LOCAL DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE CO. STD. 3 11 AND DETAIL ON SHEET 3 s z LLJ M LAUREL SEE- SHEET 12 U-11 A P P1 2 4 6. T 71A N H4447 119, 7REE COURT Q� 18, 10' Oct 28 92 1 6* 63 72 L < 62 64 CZ! q- - I + C) 40-99 + CY 40 + 00 TANG P V Vw 4 5 L43 I 1&98� 40.oll N 0-7' IN 17. 22.01 65 ON SHEET NO. 7 7 fit 6 11 111 00 Do 144U L36 FL 1 1-MAJ2 Ft CN �0 440.47 7 C 61 7 fi CF CF 93 1438.4 00 try 65'1956;__ 6 Or' 1441.49 rL _1+00.00 OAKSTONE CREEK COURT 8 12 3+52.40 LAUREL TREE COURT 7,98' 94.57' --- 76.73' 66 4 5 ni8 RIW (31 6-1c ..& , 9 00 3+96.841 LQ - 11 -n 0) 94 Q� 00 4i 0) z Q� EC 0 0 82 1 81 Az t_i 1' 1 10, 18' 18' V_ N + �w (t) 11 28' __Z8 + k + n ca N 6 !zn 67 12 �0 I 14�! 91 LAUREL TREE CT. 4+4-2.�59 4 .5;2 :L_QbLfL SEE SHEET 15 MATCHLINE SEE RIGHT HEREON n .1AKS 7"O'NNE (3"REEK COURT 11 ww Cn CQ /7 00 1 0 Q_� 50. G 45-24' 73 (ES 67 1 1 70 68 69 t lqz w ;.No j 114- [Ay1w 1463.08 n +(J (�) 4 -6w _CF*r-,-, 04' 2Z41' 32.95' Id-LAJ 51. 1 8100' 53.59' 3L61' 145 (2� 1464-13 Q. PT - 1.991 J, �CF .36 FL 6" CF 04 1461.94 FL 14 CF 0 N 26023'54* W CF _try - _1� - ------- ------ /91 74 �oj 2_X18'47' W F�L 1459.97 FL 146 1. _5 f 62.36 FL 8 1 b �6CF 7 X8 Uj ibi 83.38' (3 52.34- (j 14 47' -70-701 59.11' RIW Uj .57 N Nt_ + oo 1 75 + (0 78 77 76 81 80 79 00 nAKS"'NE CREEK "OURT U niAl GRAPHIC SCALE TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible MARKT__BY DATE for determining an acceptable solution or revising the plans for approval by the county. ENGINEER ZFXM� 60 40 0 20 40 80 1 AM _j Q3 IN FEET 1 inch 40 ft. SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER TRACT 30069-2 I.P. NO. 050034 SHEET NO. S 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG CL TRANSPORTATION DEPARTMENT FESSI HUNSAKER & ASSOCIATE WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET COUNTY OF RIVERSIDE 19 C AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON ,oFESSIO�\\, I R V I N E I N NS S SCHEDULE "All 17 A. 07- APPROVED BY: PLANNING ENGINEERING SURVEYING STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT IN, E ,111 .0- WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWOSC ye co Three Hughes - Infirie, CA 92618 PH- (949) 583-1010 FX (949) 583-0759 ALUA41NUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN STREET IMPROVEMENT PLAN NO. 33950 17 /V NO. 24068 M HEADWALL, 0.6 FOOT SOU7W OF THE NORTH END. Exp. 12/31/05 OAK'St"'TONE CREEK COURT CL UJ EXP. 6/30/06 MM 0 F SHTS HAL A. OTF�46UXC.E. 33950 EXP.: 6/30/06 DATE 1P S, PREPARED -AW. R.C.E. NO. 24068 FOR: W.O.: COUNTY 384t 10 0 LO APP CAL%�U SCALE: FILE NO .9 4i At / fl- 2�-9'5` ' BROOKFIELD HOMES 553-78 All C i V I I V I %_ 0 COUNTY L k AS SHOWN V: AS SHOWN x x RECOMMENDED BY: UBOYLE ENGINEERING CORP. DATE ERoOv DATE H. j GLAe'SNYD to IL W F. \ 0028\ Engineering\ SA_ Phose2\ Imp- Street\ SHT1 7. d Wg BEARINGIDELTA RADIUS LENGTH TANGENT 2 0 1-'OJ5'5 1 J8. 00' 137.68' 154.72' 2 70J56 1 110.00, 52.98' 27.02' 0005107" 10 18. 00' 54.82' 27.42' OJ"05'07" 1000.00, 5J�851 26.9J' OJ"05'07" 982.00' 52.88' 26.45' 100 17'48" 110.00, 19.77' 9.91, 10805 1'43" 56.00' 106.40' 78. J 1' 88016'Or 5J.00' 81.65' 51,42' 88016'07" J5.00' 5J.92' JJ.96' 10" 17'48" 110.00, 19.77' 9.91, (D 920J I'l 0" 25.00' 40,J7' 26.12' (D 9104J5J" 25.00' 40. OJ' 25,77' (D w20-05'4 7" J28.49' 115,22' 1 58, Cn CQ /7 00 1 0 Q_� 50. G 45-24' 73 (ES 67 1 1 70 68 69 t lqz w ;.No j 114- [Ay1w 1463.08 n +(J (�) 4 -6w _CF*r-,-, 04' 2Z41' 32.95' Id-LAJ 51. 1 8100' 53.59' 3L61' 145 (2� 1464-13 Q. PT - 1.991 J, �CF .36 FL 6" CF 04 1461.94 FL 14 CF 0 N 26023'54* W CF _try - _1� - ------- ------ /91 74 �oj 2_X18'47' W F�L 1459.97 FL 146 1. _5 f 62.36 FL 8 1 b �6CF 7 X8 Uj ibi 83.38' (3 52.34- (j 14 47' -70-701 59.11' RIW Uj .57 N Nt_ + oo 1 75 + (0 78 77 76 81 80 79 00 nAKS"'NE CREEK "OURT U niAl GRAPHIC SCALE TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible MARKT__BY DATE for determining an acceptable solution or revising the plans for approval by the county. ENGINEER ZFXM� 60 40 0 20 40 80 1 AM _j Q3 IN FEET 1 inch 40 ft. SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER TRACT 30069-2 I.P. NO. 050034 SHEET NO. S 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG CL TRANSPORTATION DEPARTMENT FESSI HUNSAKER & ASSOCIATE WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET COUNTY OF RIVERSIDE 19 C AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON ,oFESSIO�\\, I R V I N E I N NS S SCHEDULE "All 17 A. 07- APPROVED BY: PLANNING ENGINEERING SURVEYING STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT IN, E ,111 .0- WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWOSC ye co Three Hughes - Infirie, CA 92618 PH- (949) 583-1010 FX (949) 583-0759 ALUA41NUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN STREET IMPROVEMENT PLAN NO. 33950 17 /V NO. 24068 M HEADWALL, 0.6 FOOT SOU7W OF THE NORTH END. Exp. 12/31/05 OAK'St"'TONE CREEK COURT CL UJ EXP. 6/30/06 MM 0 F SHTS HAL A. OTF�46UXC.E. 33950 EXP.: 6/30/06 DATE 1P S, PREPARED -AW. R.C.E. NO. 24068 FOR: W.O.: COUNTY 384t 10 0 LO APP CAL%�U SCALE: FILE NO .9 4i At / fl- 2�-9'5` ' BROOKFIELD HOMES 553-78 All C i V I I V I %_ 0 COUNTY L k AS SHOWN V: AS SHOWN x x RECOMMENDED BY: UBOYLE ENGINEERING CORP. DATE ERoOv DATE H. j GLAe'SNYD to IL W F. \ 0028\ Engineering\ SA_ Phose2\ Imp- Street\ SHT1 7. d Wg I.... . . ..... .... ...... ... .. ... .... . . .... .. 0=1464 88- .... ..... . . .... . .... . 50. 00, ..... . .. ....... IP1=11 4!�V I. . . . . ...... ...... . .... IItLLJ 4. O' Iom ... . ...... ............. . . ....... CO P9 1,434 + 7 ' r 1 . ... . ...... 77 .. . . ..... ..... . . 1 014 "4- A- -4 fttIt'WI ILO C,4 I UPI Ur IV� L [ i LO i- + - n f i i I - I 3, I. . ..... . V_ .......... IiV t7t' ......... . ... . .. ..... .. IA Q) POWN� LIN I-R ia L + T4 14 .... ....... . . .... . ...... + 0 K3 Q 1( .00' vc tI75- + UU1 IP- 7 45 0. 00 JIU .... ...... )O- 4� . .. ........ Iz- 00 ttIT IR R 5, t4 4 11221 A%, I8x L -L tI-PPOFIL E 7 ..... NTff, R L\4 I7% 71 99 Ibo .... . . . .... V II0 > ILY' I + + !7 14 Po t1� I IV) IL . ..... . . . I+ ..... .... .. P, i 80% II01 .... .. ....... .... . . ... .. P + + I. ..... . . . . . .... ... . ..... I4� I........... ... . ..... ... .... ... -6 + R LO II.......... . . ...... . 'C N * I PF 7LY .. . .... .... . PROFILE SCALES HORIZ: 1 40' . . ......... 81 ..... ...... IIVERT: 1 tPLAN 26 27 28, 29 30 32 1 2 4 1 of 40' SEE SHEET 16 LA TR COURT, 10 1 18. 10, 28' 129 6* N 116 4 UJI & t9 !6 j a: i 29+53.49 DAISY DRIVE 128 1 ',� 115 05to DRIVE ?0/ SHEET 16 1+00.00 WILD CARNATION F— 13+05.06 LAUREL TREE CT. SEE OURT 15+00.26 LAUREL TREE 8 COURT`\ - Qj A.S. z LAUR TREE C 6 9.79' 61,31' STREET 6 4 KEE ROSE W_ 14+58.74 ECR 9 CHERO 6$ -8 U6 D 146780 FL (j LU 00 S; %-- 1 1 1 - CF co �f_: Q� N 31 -op 9- 90 112 18" RCP �0 STORM DRAIN PLAY 25+95.28 DAISY DRIVE + ON SHEET NO. 4 1468., 146ZO7 FL 4 I 6 14+89.78 CHEROKEE ROSE STREET LO 110 105 4 U) 3, Q) N CF) r CF CF Y, ON 12+68-06 ECR + N + 54 16 Q) (j 7 12+ -8 SHbr-1 05 8 00 C,4 (3 MATCHLI 6 93.65' 50.98' por, 0 74.42' 26.07' 17.28' n ca 5 13 13 127 �16� �070 ca ZV 3) _L45LJZ F 5 IC& (0 1\ (7 —cr 0 36 CF N 2603853' iE 7 N 2803 1'24' LC 280 C141 C�lq C 146 N 21 11 117 4 1457.81 CP— 60 ) Icon U* 13 + .0 ABELIA STREET 15.4 1 01T26' ItIIL I89.14 SEE- 16 TREE COURT +23.10 7\ EE 14,6 20 18" RCP SEIN PLAN MATCHLINE ��TO �RM _Q �,4 67 16 19 LLJ ON SHLL NO SEE 1. 6 3 BCR LO cc I 24" RCP OO 13 114 S M DRAIN P N -4: Qro U- Qr 129 it 1 30 00 0 SHEET NO. + Crj"!:,6 ji ellM + 114- N . N cr_ (n + 11 co (a 60' (j LAU CHEROKEE ROSE STREET SEE SHEET 5 DAISY DRIVE DA TA vv -OR DIAL TWO WORKING BEFORE DAYS BEFORE DIG You bIG NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND OR A GRADING PERMIT HAS BEEN ISSUED. 1he private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies odsing after county approval or during construction, the private engineer sboll be responsible for determining an acceptable solution or revising the plans for approval by the county. 11 ENGINEER 116 46.84 4 6$ REL TREE COURT 115 SEE SHEET 16 DA TA COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT NS S APPROVED BY: a 0e. 4/ 040 /0 0. 24068 NO. 33950 wl— - - - Iff Jame xp. 12/31/05 EXP. 6/30/06 A. OTHYtX.E. 33950 EXP.: 6/30/06 DATE C RECOMMENDED BY- UOYI F ENGINEERING CORP. DATE 4 WILD Coll"ARNAPON DRIVE.. STREET CONSTRUCTION NOTES CONSTRUCT J" A.C. W/ SEAL COAT OVER 6" A.B. (CLASS 2) 4 CONST, CURB & GUTTER TYPE A-6 PER RIVERSIDE CO. STD. 200 5 CONST CONCRETE SIDEWALK (W=6) PER RIVERSIDE STD. 400 6 CONST, CURB RAMP CASE A PER RIVERSIDE CO. STD. 40J 7 CONST 10' CONCRETE CROSS GUTTER PER RIVERSIDE CO. STD. 209 & 2 8 INSTALL STREET NAME SIGN PER RIVERSIDE STO. 816 17ONST LOCAL DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE CO ST J 1 1 GRAPHIC SCALE AND DETAIL ON SHEET 3 40 0 20 40 80 160 1 0) CIO C�j IN FEET 1 inch 40 ft.TRACT 30069-2 I.P. NO. 050034 SHEET NO. 23 ES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG HUNSAKER & ASSOCIATES - mL WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET COUNTY OF RIVERSIDE C AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON I R V I N E I N STREET, 67 FEET WEST OF POWER POLE NO. 405 4 , . SCHEDULE 11AII 18 Uzi PLANNING ENGINEERING SURVEYING WEST OF REFLECTOR FADDLE� A 3-114 INCH STANDARD MWDSC STREET IMPROVEMENT PLAN Three Hughes - Indne, CA 92618 PH:. (949) 583-1010 FX (949) 583-0759 Eo- > ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. 00 or DAISY DRIVE & WILD CARNATION DRIVE 0 F 19 SHTS. IREPARED R.C.E. NO. 24068 FOR: W.O.: COUNTY LO SCALE: FILE NO L() GL�SANYDER DATE - H: AS SHOWN V: ASSHOWN BROOKFIELD HOMES 5 F18 axat ..f� .j 2 F. \ 0028\ Engineering\ SA_ Phase2\ Imp— Street\ SHT18.d#g BEARINGIDEL7 88024' 55.95' 94028'32 99004'58" 482,00' 1�5�3.08' 77.19' ?5. 00, J&40' 24.15' 24,15' 200. 00' 478,46' 8605956' COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT NS S APPROVED BY: a 0e. 4/ 040 /0 0. 24068 NO. 33950 wl— - - - Iff Jame xp. 12/31/05 EXP. 6/30/06 A. OTHYtX.E. 33950 EXP.: 6/30/06 DATE C RECOMMENDED BY- UOYI F ENGINEERING CORP. DATE 4 WILD Coll"ARNAPON DRIVE.. STREET CONSTRUCTION NOTES CONSTRUCT J" A.C. W/ SEAL COAT OVER 6" A.B. (CLASS 2) 4 CONST, CURB & GUTTER TYPE A-6 PER RIVERSIDE CO. STD. 200 5 CONST CONCRETE SIDEWALK (W=6) PER RIVERSIDE STD. 400 6 CONST, CURB RAMP CASE A PER RIVERSIDE CO. STD. 40J 7 CONST 10' CONCRETE CROSS GUTTER PER RIVERSIDE CO. STD. 209 & 2 8 INSTALL STREET NAME SIGN PER RIVERSIDE STO. 816 17ONST LOCAL DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE CO ST J 1 1 GRAPHIC SCALE AND DETAIL ON SHEET 3 40 0 20 40 80 160 1 0) CIO C�j IN FEET 1 inch 40 ft.TRACT 30069-2 I.P. NO. 050034 SHEET NO. 23 ES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG HUNSAKER & ASSOCIATES - mL WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET COUNTY OF RIVERSIDE C AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON I R V I N E I N STREET, 67 FEET WEST OF POWER POLE NO. 405 4 , . SCHEDULE 11AII 18 Uzi PLANNING ENGINEERING SURVEYING WEST OF REFLECTOR FADDLE� A 3-114 INCH STANDARD MWDSC STREET IMPROVEMENT PLAN Three Hughes - Indne, CA 92618 PH:. (949) 583-1010 FX (949) 583-0759 Eo- > ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. 00 or DAISY DRIVE & WILD CARNATION DRIVE 0 F 19 SHTS. IREPARED R.C.E. NO. 24068 FOR: W.O.: COUNTY LO SCALE: FILE NO L() GL�SANYDER DATE - H: AS SHOWN V: ASSHOWN BROOKFIELD HOMES 5 F18 axat ..f� .j 2 F. \ 0028\ Engineering\ SA_ Phase2\ Imp— Street\ SHT18.d#g BEARINGIDELTA 94028'32 99004'58" 22.99' 8605956' COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT NS S APPROVED BY: a 0e. 4/ 040 /0 0. 24068 NO. 33950 wl— - - - Iff Jame xp. 12/31/05 EXP. 6/30/06 A. OTHYtX.E. 33950 EXP.: 6/30/06 DATE C RECOMMENDED BY- UOYI F ENGINEERING CORP. DATE 4 WILD Coll"ARNAPON DRIVE.. STREET CONSTRUCTION NOTES CONSTRUCT J" A.C. W/ SEAL COAT OVER 6" A.B. (CLASS 2) 4 CONST, CURB & GUTTER TYPE A-6 PER RIVERSIDE CO. STD. 200 5 CONST CONCRETE SIDEWALK (W=6) PER RIVERSIDE STD. 400 6 CONST, CURB RAMP CASE A PER RIVERSIDE CO. STD. 40J 7 CONST 10' CONCRETE CROSS GUTTER PER RIVERSIDE CO. STD. 209 & 2 8 INSTALL STREET NAME SIGN PER RIVERSIDE STO. 816 17ONST LOCAL DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE CO ST J 1 1 GRAPHIC SCALE AND DETAIL ON SHEET 3 40 0 20 40 80 160 1 0) CIO C�j IN FEET 1 inch 40 ft.TRACT 30069-2 I.P. NO. 050034 SHEET NO. 23 ES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG HUNSAKER & ASSOCIATES - mL WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET COUNTY OF RIVERSIDE C AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON I R V I N E I N STREET, 67 FEET WEST OF POWER POLE NO. 405 4 , . SCHEDULE 11AII 18 Uzi PLANNING ENGINEERING SURVEYING WEST OF REFLECTOR FADDLE� A 3-114 INCH STANDARD MWDSC STREET IMPROVEMENT PLAN Three Hughes - Indne, CA 92618 PH:. (949) 583-1010 FX (949) 583-0759 Eo- > ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. 00 or DAISY DRIVE & WILD CARNATION DRIVE 0 F 19 SHTS. IREPARED R.C.E. NO. 24068 FOR: W.O.: COUNTY LO SCALE: FILE NO L() GL�SANYDER DATE - H: AS SHOWN V: ASSHOWN BROOKFIELD HOMES 5 F18 axat ..f� .j 2 F. \ 0028\ Engineering\ SA_ Phase2\ Imp— Street\ SHT18.d#g I I _J . ...... . ......... . 41 ...... .... T, _j .......... q__ — ............. qA t . .... X 5 0 4 9 I ....... . . ... J, ........ . .. 0 C.' 'g .. .... ........... UJI, ........... . 0 . .. .... . . . . . . . . ... . . ........ . . .. ... . ..... .. .. . ......... .. ; -P .. .. ...... . . M L T, . . . .. .......... 'T . .. ....... + ......... . ... . . ..... .......... . ..... . . .. .. .. .... . ... ........... ........ ... + . ..... ..... 75 00 ....... .... P/=: 14,23. —1744U;.04 ..... ... ....... ......... . ... .... .. . ... ... . ......... .. ..... 715 -4- (N CN ......... .... L . . .. ...... reel N . .... . ... ... ... .. . . -4n- . ... ...... ..... . 4 . . ......... ..... . .. . .. ... + N .. . . ...... . . . . . . . . . . .... . . .. ... 10,01 VC 7+ FT 1, ......... .. . .......... + . ..... . ....... .... 4 ... . ....... ......... ... ... ..... . .. .... "N . ... ...... *4 ............. Igo Y4 ..... ... . ......... .... . ....... 7 C)i .... . ..... ... . ..... t. ....... . .. . ... .. Oj . ... .... . .. . ...... .... ... .... 0 -Io, vc -.1i 7 ...... .... + Y ... ....... 4N ;X + . . . . ....... .... ... . .. PROnLE SCALES . ..... . ......... . + HORIZ: 1 40' VERT 7' . ..... .. . .. 1 8 T 4 + ........... PLAN 10 11 12 14 15 1 40' STREET CONSTRUCTION NOTES CONSTRUCT r A.C. W1 SF,4L COAT OVER 6" A.B. (CLASS 2) 3 CONST B4RRICADE PER RIVERSIDE CO. STD. 810 CONST CURB & GUTTER TYPE A-6 PER RIVERSIDE CO. STD. 200 5 CONST CONCRETE SIDEWALK (W=6) PER RIVERSIDE STD. 400 CONST CURB RAMP CASE A PER RIVERSIDE CO. STD. 40J. 8 INSTALL STREET NAME SIGN PER RIVERSIDE STD. 816 CONST LOCAL DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE CO. STD. 311 AND DETAIL ON SHEET 3 ��Z DIAL TWO WORKING BEFORE DAYS, BEFORE YOU DIG YOU DIG TOLL FREE 1-800— A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer s�ning these plans is responsible for assuring, the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or duAng construction, the private engineer shall be responsible MARK BY DATE for determining an acceptable solution or revising the plans for approval bj the county. ENGINEER I I I :;zP50 E S I 6VIN, 0 A) e, NO. 33950 EXP. 6/SZ/06 MM C V I DATE OP CA0� COUNTY IPJ 040201 ABELIA sTREET 14+37.38 CHARLOIS DR. 1 + 00. 00 GINGER TREE DR. US 1,39 9 6 75+20.32 ABELIA STREET Ct J2 CZ 721 r- 32� r< 12$r— (0 Xk U (r) + -A 55 CS R1W 5 + 0 11439.31 FL �6"Cr r�7 Ar ta Cl 1441.01 FL CF FS \i 1,4 lit 3 14 4.13 2 k 6 6 0 9 A 1975.08, �2R�CP S�EE V\ ZO 4 5 STORM DRAIN PLAN 0 ON SHEET NO. 13 t ` RCP SEE cr- & 60 Ar STORM DRAIN PLAN ON SHEET NO, 15 4) N + + 32P 12 2 M S #3996 A IA TREE7 BEL 5 jp# 040201 7-1 4 CHARLOIS DRIVF w 1� COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: KHALJif A. OT N E. 33950 EXP.: 6/30/106 DATE 1000 A Ll I RECOMMENDED BY-�J BOYLE ENGINEERING CORP. DATE GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. BEARING, BEIVc,'AIDARK: HUNSAKEIR. &ASSOCIATES 2.J MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG 11 WAZ>11INUION STREET FROM THE INTERSECTION OF WASHINGTON STREET J20. 00' COUNTY OF RIVERSIDE .55' I R V I N E I N C AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON POLE NO. 4059450E, 0.5 FOOT 300.00, 10. P 1. 67' 1 STREET, 67 FEET WEST OF POWER WES T OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWOSC STREET IMPROVEMENT PLAN Three Hughes lr**, CA 926V PH- (949) 583-1010 FX* (949) 583-07591 ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DR41N 92007'14" 56.27' CHARLOIS DRIVW Eft Exp. 12/31/05 92007'07" 35.00, 56.2 7' PREPARED 0. 24068 R.C.E. N AVI A, 8 7059 '22" 35.00, 5J. 75' 553-78 -S-CALE: 11 53. 75' H. AS SHOWN V. AS SHOWN DIAL TWO WORKING BEFORE DAYS, BEFORE YOU DIG YOU DIG TOLL FREE 1-800— A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer s�ning these plans is responsible for assuring, the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or duAng construction, the private engineer shall be responsible MARK BY DATE for determining an acceptable solution or revising the plans for approval bj the county. ENGINEER I I I :;zP50 E S I 6VIN, 0 A) e, NO. 33950 EXP. 6/SZ/06 MM C V I DATE OP CA0� COUNTY IPJ 040201 ABELIA sTREET 14+37.38 CHARLOIS DR. 1 + 00. 00 GINGER TREE DR. US 1,39 9 6 75+20.32 ABELIA STREET Ct J2 CZ 721 r- 32� r< 12$r— (0 Xk U (r) + -A 55 CS R1W 5 + 0 11439.31 FL �6"Cr r�7 Ar ta Cl 1441.01 FL CF FS \i 1,4 lit 3 14 4.13 2 k 6 6 0 9 A 1975.08, �2R�CP S�EE V\ ZO 4 5 STORM DRAIN PLAN 0 ON SHEET NO. 13 t ` RCP SEE cr- & 60 Ar STORM DRAIN PLAN ON SHEET NO, 15 4) N + + 32P 12 2 M S #3996 A IA TREE7 BEL 5 jp# 040201 7-1 4 CHARLOIS DRIVF w 1� COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: KHALJif A. OT N E. 33950 EXP.: 6/30/106 DATE 1000 A Ll I RECOMMENDED BY-�J BOYLE ENGINEERING CORP. DATE GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. F-\ 0028\ Engineering\ SA—P 11 11 OF 19 S H TS Q) BEIVc,'AIDARK: HUNSAKEIR. &ASSOCIATES 2.J MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG 11 WAZ>11INUION STREET FROM THE INTERSECTION OF WASHINGTON STREET COUNTY OF RIVERSIDE I R V I N E I N C AND KELLER ROAD, 16 WEST OF THE CENTERLINE OF WASHINGTON POLE NO. 4059450E, 0.5 FOOT SCHEDULE "K 10. P PLANNING ENGINEERING SURVEYING 11 1 STREET, 67 FEET WEST OF POWER WES T OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWOSC STREET IMPROVEMENT PLAN Three Hughes lr**, CA 926V PH- (949) 583-1010 FX* (949) 583-07591 ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DR41N NO. 24068 ADWALL, 0.6 FOOT SOUTH OF THE NORTH END. HE CHARLOIS DRIVW Eft Exp. 12/31/05 - PREPARED 0. 24068 R.C.E. N AVI A, ';FOR: BROOKFIELD HOMES 553-78 -S-CALE: 11 D20 6ATE j LAS 4NY5ER H. AS SHOWN V. AS SHOWN F-\ 0028\ Engineering\ SA—P 11 11 OF 19 S H TS Q)