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Home My WebLink AboutTR 32008 SIP Street Improvement Plan FOR Tract 32008 Le end Abbreviati 1 NO ons General Notes caner Applicant City of Lake Elsinore LEGEND ABBREVIATIONS TE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF CORMAN LEIGH - TOZAI LAKESHORE LLC ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN CORMAN LEIGH COMMUNITIES(MANAGING MEMBER) 9 C3 ON THESE PLANS WERE OBTAINED BY A SEARCH OF 32823 HIGHWAY 79 SOUTH TEMECULA, CA 92590 1 1 i A-A A-A=SECTION LETTER BVC BEGIN VERTICAL CURVE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE _ _ RG09=SHEET DETAIL IS ON BACK OF WALK o o D s09296-5070 - - �_�J-+ - -----SF�ET 2--1------------- T --- SFEET 3- --- , 9 C CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A _C I _ EG EXISTING GROUND REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS Ineer 1 - - - - 1 (R/W) - I EP EDGE OF PAVEMENT Z OF THE LOCATION, NOR THE EXISTENCE OR RENCIVIL .)+ I A I A-A A-A-SECTION LETTER EVC END VERTICAL CURVE n NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR 41593 WINCHESTER RD, SUITE 120 TRACT BOUNDARY -=DETAIL ON THIS SHEET Z STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE TEMECULA, CA 92590 - Ok" - 1 e FF FINISH FLOOR m x C CONTRACTOR IS REQUIRED TO TAKE ALL DUE (951)296-1292 __ .-_ Lakeshore Drive_ - m PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL L LOT A T BOUNDARY LINE FG FINISH GRADE s 3 UTILITIES, PIPES OR STRUCTURES, WHETHER SHOWN ON �//es R/w --- PARCEL i R w I - CENTERLINE FL FLOW LINE N- W THESE PLANS OR NOT. ANY UTILITY DAMAGED DURING THE ELSINORE VALLE MUNICIPAL SOUTHERN CALIFORNIA -- - __ --_ _-J- PM 74/20_ __ _ _ _ 1_--___-- __J CURB AND GUTTER FS FINISH SURFACE D WATER DISTRICT GAS COMPANY I 20 [ P T N GB GRADE BREAK PERFORMANCE OF THE WORK SHALL BE REPAIRED OR 31315 CHANEY ST 909 !„�_, ----GB---- GRADE BREAK REPLACED TO THE SATISFACTION OF THE GOVERNING ( ) 369-4571 I P vm yy�o of P• 1 VolE - GF GARAGE FINISH FLOOR n AGENCY BY THE CONTRACTOR AT HIS EXPENSE. LAKE ELSINORE, CA 92530 K Pf 1 N_- ® w 169 --- SAWCUT LINE (909) 674-3146 19 I 1 N H= HEIGHT OF RETAINING 2 ALL WORK SHALL CONFORM TO CITY CODES, STANDARDS r 1 a F_ _--_ EDGE OF PAVEMENT HP HIGH POINT SPECIFICATIONS FOR PUBLIC WORKS LATEST EDITION AND SOUTHERN CALIFORNIA GENERAL TELEPHONE I g RETAINING WALL STANDARD DRAWINGS. IT IS THE CONTRACTOR'S EDISON COMPANY (909) 657-7611 18 1 13 12 1 y ) yo't INV INVERT RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS / I� �-� EXISTING WALL ITC IMAGINARY TOP OF CURB AND CODES AT ALL TIMES. 909 943-8291 21 i� 3 2 1 n .g DIRECTION OF FLOW LP LOW POINT 3 THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS Ftp / 17 14 11 9 $ -7 r 6 3r 4 yo —I�— EXISTING GROUND CONTOUR MVC MIDDLE VERTICAL CURVE INSPECTOR TWO WORKING DAYS PRIOR TO BEGINNING ANY o o ra h a� I SFE 5• _- _ WORK. CALL FOR INSPECTOR AT (909) 674-3124 EXT. AERIAL&FIELD TOPOGRAPHY BY THOMSON INC. 22 I I - DRAINAGE SWALE NG NATURAL GROUND 247 RECORDER FOR INSPECTIONS (909) 674-1344 16 I 1 15 1 Pot 6 I —S EXISTING SEWER PAD PAD ELEVATION BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM MONDAY DATED: SEPT. 2003 1 23 Escavera Street WR (,` 1 W EXISTING WATER TB TOP OF AC BERM THROUGH THURSDAY. - - - D 0 TOP aF 4 CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN 1 24 SLOPE TO TOP OF CURB yo :' TD TOP OF DRAIN r __ I 2:1 SLOPE RATIO ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH a Description - I I 1 I TOE of sLaPE MANUAL AT ALL TIMES DURING CONSTRUCTION. FAILURE a 168 1 154 153 138 1 N 124 1109 i,� 108 107 106a yo 1 �•�TQ PROPOSED ELEVATION TF TOP OF FOOTING TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. PORTION OF LOTS 11 AND 12, BLOCK "B" OF RANCHO o 25 � I I _ 5 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LAGUNA SUBDIVISION, COUNTY OF RIVERSIDE, STATE o 1 sii I I T 125 I •� J 00.00 7 EXISTING ELEVATION TW TOP OF WALL OF CALFORNIA, AS SHOWN BY MAP ON FILE IN BOOK 8, m 167 1 123 110 !� t e TRW TOP OF WALL RETAINING HAVE A RESPONSIBLE REPRESENTATIVE, AT THE JOB SITE N 155 152 139 I 1 1n o 00.00 T FUTURE ELEVATION PAGE 377, OF MAPS, SAN DIEGO COUNTY RECORDS H- 26 .OD �. 1. T y MH MAN HOLE AT ALL TIMES DURING CONSTRUCTION. 0 I .�.. N 6 IT SHALL BE THE RESPONIBILITY OF THE CONTRACTOR TO (n 166H 1156 151 1 1140 .� 1371 1126 Ill 122 I - C - 1.3E -0 {0 9%) PROPOSED GRADE JS JUNCTION STRUCTLRE ARRANGE FOR THE NECESSARY RELOCATION OF ANY Notice ~ 1 27 N W 111 103 104 1O5 y0'R 1 EXISTING GRADE PCC PORTLAND CONCRETE CIEMENT UTILITIES. CONTRACTOR SHALL GIVE ALL UTILITY BEFORE PROCEEDING WITH THIS WORK, THE CONTRACTOR C 1 OI =1WSD— PROPOSED STORM DRAIN AC ASPHALTIC CONCRETE COMPANIES INVOLVED AT LEAST TWO WORKING DAYS SHALL CAREFULLY CHECK AND VERIFY ALL CONDITIONS, I O 165 157 ° 150 1141 -> 136 �127 cn 121 1 �112 Ica p I ADVANCE NOTICE PRIOR TO BEGINNING CONSTRUCTION AS 28 a O O C - 0A EXISTING STORM DRAIN STA STATION QUANTITIES, DIMENSIONS, AND GRADE ELEVATIONS, O3 y I S O WELL AS 1-800-227-2600, UNDERGROUND SERVICE ALERT. Q) i 135 I 12$ O Q PROPOSED MANHOLE ( ) EXISTING ITEM a AND SHALL REPORT ALL DISCREPANCIES TO THE Cn 164 158 ° 149 1 142 I m 120 I 113 0: 7 THE CONTRACTOR SHALL BE RESPONIBLE FOR THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 129 I J a Alviso Street eawT EXISTING MANHOLE [ ] FUTURE ITEM Cn CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION I 1 ! hi r ! 1 N 1O2 1O1 1OO PLACE B I g PROPOSED CATCH BASIN (pp) EXISTING POWERPOLE m N C COST OF ALL EXISTING UTILITIES. CONTRACTOR SHALL 163 159 148 143 1341 1129 119 114 < INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION Private E Peer's Notes To Contractor. I I I 1 I 1 - - - - - ,.q-J EXISTING CATCH BASIN g AT LEAST TWO WORKING DAYS PRIOR TO THE BEGINNING 1 THE EXISTE CE AND LOCATION OF ANY UNDERGROUND 162 1 I 1 1 133 130 'I 118 1 1 115 y°� PROPOSED FIRE HYDRANT Z OF CONSTRUCTION. UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON 31 160 147 144 1 1 97 9$ -- EXISTING FIRE HYDRANT C 6 ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE THESE PLANS ARE OBTAINED BY A SEARCH OF THE -- - --- -_ ! -- - - +� IN PLACE PRIOR TO PAVING THE Street SECTION, AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE ` I 132 I 1 131 I 1 yo'� ITEM TO BE DEMOLISHED 3 INCLUDING, BUT NOT LIMITED TO SEWER, WATER, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON 32 /J %l 146 45 I I �7 116 -- /-�r- CUT/FILL DAYLIGHT M TELEPHONE, ELECTRICITY, GAS AND DRAINAGE THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ,R BLOCK WALL v a FACILITIES. DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY W _- - �Sedona Street O RETAINING WALL 9 ALL STREET SECTIONS ARE TENTATIVE, ADDITIONAL SOIL LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR 133 - T D --0— 6'HIGH WROUGHT IRON FENCE TEST SHALL BE TAKEN AFTER ROUGH GRADING TO FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY :: �,,^ Pot v— 6' HIGH WOOD FENCE DETERMINE THE EXACT STREET SECTION REQIUREMENTS. FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES ob34 7$ 79 8b 81 82 831 84 185 86 87 $$ 89 90 SECTION THICKNESS SHOWN ARE FOR BONDING PURPOSES SHOWN OR NOT SHOWN ON THIS DRAWING. - -- J - _ 91 92 94 95 96 Vicinity a ONLY. 2 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND Ld 35 � - L- ET 6- - -- 'I" - -__ _ - E 1 yoc' 10 IALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS .��, r 3 - MUST BE POTHOLED AND ELEVATIONS VERIFIED PRIOR TO DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, I CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT 36 ___ _ _ _ _ _ __ _ ! ! _ cJ9 NOTIFIED OF ANY NECESSARY REVISIONS TO THE THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT - - i -S-EE 7 63 �6204 N -� Project Site +� APPROVED PLANS. THE REVISIONS SHALL BE IN THE FORM BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE °� N 77 76 75 74 73 72 71 70 69 68 67 66 65 64 1 N 4 OF "AS-BUILT" PLANS SUBMITTED TO THE CITY ENGINEER CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE g 17 I N 61 H 58 I� yo FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE CITY, THE OWNER, AND THE ENGINEER HARMLESS FROM _ CC y PROJECT BY THE CITY ENGINEER. ANY AND ALL LIABILITY, REAL OR ALLEGED, IN 1 T BaC]ta1011B Street - _ 11 ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED CONNECTION WITH THE PERFORMANCE OF WORK ON THIS I56 m60 57 p y c�•p ST L,P DURING CONSTRUCTION SHALL BE REPLACED TO CITY PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE 3$I 39 40 41 42 43 44 45�446J47 48 49 50 51 52 53 54 55 1 STANDARDS AS APPROVED BY THE CITY ENGINEER. SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. -- J 1 `F�-CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY UNAUTHORIZED CHANGES &USES: THE ENGINEER _r -_ _ _ __ _ _ _ _ — ENGINEER AT THE COMPLETION OF THE PROJECT BEFORE PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, TRACT BOUNDARY I �Q < ACCEPTANCE IS GRANTED. OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF 12 AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN LO 7 I _ _ LOT A PM 30/4D 1 Walnut Drive CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHT-OF-WAY. WRITING AND MUST BE APPROVED BY THE PREPARER OF MB / 77 p pgL� 2 r BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR YHESE 1 PpRppgL1 PMR38T40 I 1 1 PARCEL43 1 MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF PA4 88/40 _ ___ J____ � ___I_L J___I__L_____L J <T,�, INSURANCE, REQUIRED BONDING FOR PUBLIC FOR PUBLIC L__ L_ __ __-_ IMROVEMENTS. THE ENCROACHMENT PERMIT MUST BE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION WITH �`ST M Index Map AN APPROVED SET OF IMPROVEMENT PLANS "=100' 13 STREET LIGHT STANDARDS WILL BE CONSTRUCTED OF 1 9. _ MARBELITE. THE STREET LIGHT SYSTEM SHALL HAVE SEPARATE METERS INSTALLED AND THE CITY SHALL ASSUME BILLING RESPONSIBILITY FOR THE STREET a z LIGHTS. Exist Street Notes + Quantities Cons ruction Notes ouantt ies i p S ecial Notes DESCRIPTION QUANTITY 9 DESCRIPTION QUANTITY m 1 THE CONTRACTOR SHALL INSTALL STREET NAME SIGNS 1 EXIST AC PAVING PROTECT IN PLACE N A 20 PLACE 5 AC OVER 11 CLASS II BASE PAVING 43 300 SF CONFORMING TO THE CITY STANDARDS. 2 EXIST AC PAVING TO BE REMOVED 17,800 SF 21 PLACE 3 AC OVER 6 CLASS 11 BASE PAVING 200,000 S v z M 2 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 3 EXIST CURB AND OR GUTTER PROTECT IN PLACE N A 22 SAWCUT EXISTING AC PAVING 1,700 LF N a TO NOTIFY THE ENGINEER TO INSTALL STREET 4 EXIST POWER POLE PROTECT IN PLACE N A 23 CONSTRUCT 6 CURB W GUTTER PER COUNTY STD. 200 13,200 LF 5 EXIST STREET LIGHT PROTECT IN PLACE N A 24 CONSTRUCT CROSS GUTTER PER COLNTY STD. 209 6,200 SF CENTERLINE MONUMENT AS REQUIRED BY RIVERSIDE 6 EXIST PLANT OR TREE OFFSITE PROTECT IN PLACE N A 25 CONSTRUCT CLRB W GUTTER PER COUNTY STO 201 MODIFIED TO 12"OF) 650 LF COUNTY ORDINANCE NO. 461. 7 EXIST PLANT OR SHRUB ONSITE TO BE REMOVED N/A 26 CONSTRUCT CURB RAMP CASE B PER COUNTY STD. 403 38 EA 3 INO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE 8 EXIST MATURE PALM TREE TO BE RELOCATED 11 EA 27 CONSTRUCT SIDEWALK PER COUNTY STD. 401 67,600 SF COURSE OR EXISTING STORM DRAIN INLETS SHALL OCCUR 9 EXIST MANHOLE JPROTECT IN PLACE N/A 28 CONSTRUCT 6 CURB PER COUNTY STD.2G4 MODIFIED TO 6 60 LF DURING THE RAINY SEASON UNLESS ADEQUATE 10 EXIST MANHOLE ADJUST TO GRADE 3 EA 29 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD. 300 62 LF TEMPORARY/PERMANENT FACILITIES HAVE BEEN APPROVED 11 EXIST SIGN PROTECT IN PLACE N/A 30 CONSTRUCT GUTTER DEPRESSION PER COUNTY STD. 311 202 LF AND INSTALLED TO CARRY SURFACE WATER TO THE 12 EXIST SIGN TO BE REMOVED 1 EA 31 STREET LIGHT SEE STREET LIGHT PLAN NIA NEAREST STREET, STORM DRAIN OR NATURAL 13 EXIST CON; TO BE REMOVED AND REPLACED WITH 21 DWY 1 EA 32 0.15 GRIND&OVERLAY EXIST AC 1.850 SF WATERCOURSE. 14 EXIST SO INLET TO EE REMOVED 1 EA 33 PLACE 4 AC OVER 7 CLASS II BASE PAVING 20,000 SF 4 INSTALL STREET TREES IN ACCORDANCE WITH THE 15 EXIST WATER METER TO BE RELOCATED 2 EA 34 CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY STD. 309 38 LF APPROVED LANDSCAPE PLANS. 16 EXIST FIRE HYDRANT PROTECT IN PLACE N A 35 CONSTRUCT SIDEWALK PER COUNTY STD.401 MODIFIED TO BE AC 1,000 SF 17 EXIST WATER VALVE PROTECT IN PLACE N A 36 CONSTRUCT DWY PER DETAIL ON SHEET 14 1 170 EA BENCHMARK BASIS OF BEARINGS: APPROVED BY: PREPARED UNDER THE City of Lake Elsinore SHEET UNDERGROUND Y SUPERVISION OF: SERVICE THESE PIANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IN THE COUNTY OF RIVERSIDE, CALIFORNIA i APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND 1 ALERT 2Yz" BRASS DISK IN TOP OF CURB THE BASIS OF BEARING IS THE STATE LAWS, AND A PERMIT CAN BE ISSUED. i• Tract No. 32008 CALTRANS BENCH MARK 13C93 CENTERLINE OF MACHADO STREET AS i �Jw_Nci Yl!®n OF�SHTS. CALL: TOLL FREE SHOWN BY PM 71AA, RIVERSIDE COUNTY NO.C55955 RECORDS, BEING NORTH 36'55.05" Ezp.12/31/06 FILE NO. 1-800-227-2600 � WURVEYWII uNnPCULA CA Title Sheet EAST G( �l MARK REVISIONS APPR DATE CNLF R.C.E. C55955 12 31 O6 41593 WINCHESTER RD, SUITE 120 TEMECULA CA 92590 YOU M AT ON= 1280.129 N L ew o oS' DESIGNED BY DRAWN BY CHECKED I DATE 3/07/05 951.269.1292 951.269.1164 FAx MUM=QM 8 1t a°08 F S D BY DATE - - - - - _ EXisjr SURFACE - - 40 LT OF ¢ 1295LT - - _ N Npl 1295LT O U - \ _ - - + O< �$$ O N M g Q EXIST SURFACE a W Nm - \ \ _ _ _0 - - - Z N 8M 8� NSF CS - N + N N PROP SURFACE �? pp QJ 3 n C N ¢ +Y �'� O Q T H 1295CL ' - - - - - - � O U N" +" s ON 1295CL Opp TM - - - - - - - TOP OF CURB a N N e n 2�OF oEXIST SURFACE 8 ,G mc� n + ou QM 26 RT OF¢- NN g^_ _ r+I 8 U11M�; 1:1 TAPE +rn 1-3OR Nf - - NWN�� M� M� o]� p0 U OWH m H Z'�O,$ M + m m � N�N �O W i6% N +v f �' +com N com �+n rn - )- N ,+�" N m N WN N N EXIST SURFACE %) (1.4 N �� 48 RT OF¢ 8 U EXIST TOP OF CURD %� �1_38%) TOP OF CIWRBgNM 26 RT OF ¢ — — — 2. 48 RT OF ¢+ V 1295RT 1 °% m U - _ N N N SEE VISCAYA ST � m 1295RT t+ oM 0% N N N 8 M 2.oQg �N PROFILE HORIZ. 1"=40' VERT. 1"=4' F 19 20 21 22 23 24 25 26 27 28 29 30 z m s e�4y n 6 A0�AA� OU NERBON STRE97 3�g' wl 5 6 ,-r O'�'°' -t°' I j � � -�-- (Iy �� " o c R W - n ❑ ❑ ❑ �� IXIST TREET WELL TYP `- ❑ - R/W�- O In - - - - - - - - - - - - - . - . _ . - - . . _ _ _ _ ( S - TON (' 2 3 4 2 MV) N EXIST 4 WTR) [ J_IJ.JL- L - - - - - - - R W —�_-.4I I ctf 71 ° Lot 1 21 Q�1°I�° ii e �0lpN( + HOA PARKING �P J 4. 1, .�. COMMERCIAL AREA '" COMMERCIAL AREA Z ,, ., (EXIST IRT TRAIL) f m A Z ExistStreetNotes uan 1►es I- °pConstructionC DESCRIPTION UANTITY � Sedona St 8 � aD " V18Ca a St O e3 Uar111e8 a m 3 °� 9i Y K DESCRIPTION QUANTITY 1 EXIST AC PAVING PROTECT IN PLACE N A +c�5� SEE SHEET 8 Y `q q O1 . 2 EXIST AC PAVING TO BE REMOVED 17,800 SF c� PS O `� ' SEE SHEET 13 ZO PLACE 5 AC OVER 11 CLASS IT BASE PAVING 43 300 3 EXIST CURB AND OR GUTTER PROTECT IN PLACE N/A + + .- 21 PLACE 3 AC OVER 6 CLASS II BASE PAVING 200,000 o R 4 EXIST POWER POLE kPROTECT IN PLACE N A LAN N N 22 SAWCUT EXISTING AC PAVING 1,700 LF 5 EXIST STREET LIGHT PROTECT IN PLACE N A 1:1 23 CONSTRUCT 6 CURB&GUTTER PER COUNTY STD. 200 13,200 LF 6 EXIST PLANT OR TREE OFFSITE PROTECT IN PLACE N A Lakeshore Drive 24 CONSTRUCT CROSS GUTTER PER COUNTY STD. 209 6,200 SF 7 EXIST PLANT OR SHRUB ONSITE TO BE REMOVED N A STA: 18+00.00 TO STA: 30+00.00 25 CONSTRIOJ%TWCT T C k C40TER PER(CASE B STD 201 COUNTY (MODIFIED TO 14 3 650 LF 8 EXIST MATURE PALM TREE TO E RELOCATED 11 EA 26 CONSTRUCT CURB RAM' CASE B PER COUNTY STD. 403 38 EA M a en 27 CONSTRUCT SIDEWALK PER COUNTY STD. 4 67 fi00 SF 6 9 EXIST MANHOLE PROTECT IN PLACE N A 28 CONSTRUCT 6 CURB PER COI.NTY STD.204(MODIFIED TO 6 60 LF 10 EXIST MANHOLE ADJUST TO GRADE 3 EA 29 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD. 300 62 LF 11 EXIST SIGN PROTECT IN PLACE N/A ® EXIST AC PAVING (PROTECT IN PLACE) g 12 EXIST SIGN TO BE REMOVED 1 EA 30 CONSTRUCT GUTTER DEPRESSION PER COUNTY STD. 311 202 LF 31 STREET LIGHT SEE STREET LIC+iT PLAN N A 13 EXIST NC TO 6E REMOVED AN)REPLACED WITH 21 DWY 1 EA ® EXIST AC PAVING (TO BE REMOVED) 32 0.15 GRIND&OVERLAY EXIST AC 1,850 SF 14 EXIST SD]N_ET TO BE REMOVE' 1 EA CURB DATA 33 PLACE 4 AC OVER 7 CLASS]I BASE PAVING 20 000 SF 15 EXIST WATER METER TO BE RELOCATED 2 EA EXIST AC PAVING 0.15 GRIND & 40 0 40 80 120 16 EXIST FIRE HYDRANT PROTECT IN PLACE N A ® ( DELTA BRG RADIUS LENGTH REMAPoC 34 CONSTRUCT UNDER SIDEWALK DRAIN PER COLNTY STD. 309 38 LF 17 EXIST WATER VALVE PROTECT IN PLACE N A OVERLAY) 1 a 89 59 10 35.00 54.97 35 CONSTRUCT SIDEWALK PER COUNTY STD.401 MODIFIED TO BE AC 1,000 SF m GRAPHIC SCALE 2 0=90 00 50 35.00 54.99 36 CONSTRUCT DWY PER DETAIL ON SHEET 14 170 EA UNDERGROUND BENCHMARK BASIS OF BEARINGS: APPROVED BY: PREPARED UNDER THE City of Lake Elsinore SHEET SERVICE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SUPERVISION OF: IN THE COUNTY OF RIVERSIDE, CALIFORNIA 2Y2" BRASS DISK IN TOP OF CURB THE BASIS OF BEARING IS THE APPROPRIATE COND TIONS OF DEVELOPMENT AND/OR CITY AND Street Improvement Plan 2 ALERT STATE LAWS, AND A PERMIT CAN BE ISSUED. CALTRANS BENCH MARK 13C93 CENTERLINE OF MACHADO STREET AS OF]�SHTS. CALL: TOLL FREE SHOWN BY PM 7%o, RIVERSIDE COUNTY NO.C55955 � iyil- 1-800-227-2600 RECORDS, BEING NORTH 36"55'05" T i ,.fe S Exp.12/31/O6 Lakeshore Drive FILE No. EAST p CIVIL R.C.E. C55955 31 D6 ENGINEERING • SURVEYING • HAND PLANNING 4 Q=l ,. .r MARK REVISIONS APPR DATE 41593 WINCHESTER RD, SUITE 120 TEMECULA CA 92590 STA: 18+00.00 TO STA: 30+00.00 1 KEN SLU AC�I�Z S �'kt oL &e oT DESIGNED BY DRAWN BY CHECKED BY DATE 3/07/05 951.269,1292 951,269.1164 FAX - --- 8 O Aar AL Jj JL a a — — EXIST SUFFACE — — 40 LT OF q 1285LT - - - - - - - 1285LT o< o� o . MQN PROP SURFACE 8^ o O EX O Y ISTS FACE f� a N Qypp 2.00% M N >N O +N � +au� C)1 M f N00 r N M N M N 1.30% 1285CL - _ 1285CL a� gM EXIST SURFACE g^ 48 RT OF q L=14.14' 'U �N TOP OF CURB g v 1:1 TAPER M Q1xH� N Q KG(o �2j- +Q~pN Na wf +pcO N MW 1285RT I 0.50% ,.30% _ _ 1285RT PROFILE HORIZ. 1"=40' VERT. 1"=4' i 30 31 32 33 34 35 g a '� EXIST AC PAVING (PROTECT IN PLACE) II �y ^� II �4�, � ' ° I P I� a 'Pill� 1, I P4� EXIST AC PAVING (TO BE REMOVED) t� 0 OW _ _ L-�". - _ _ _ _ _ OVERLAY)EXIST AC PAVING (0.15 GRIND & O I-n e ---�--- - - - - - - - - - - - C) Exist StreetNotes Uan►ies -a DESCRIPTION QUANTITY Q --�- - - 1 EXI T AC PAVING PROTECT IN PLACE N A 3 1 3 3 34 $ 35 2 EXIST AC PAVING TO BE REMOVED 17 800 SF i - 3 EXIST CURB AND OR GUTTER PROTECT IN PLACE N A 4 EXIST POWER POLE PROTECT IN PLACE N/A - L - - - - - - - - - - - - - 5 EXIST STREET LIGHT PROTECT IN PLACE N A 6 EXIST PLANT OR TREE OFFSITE PROTECT IN PLACE N A 7 EXIST PLANT Z R w 8 EXIST ATUREPALM TRE SHRUB ENSTOEBETOREBOCATED) 11AEA .V I —L—_---_ — I 9 EXIST MANHOLE PROTECT IN PLACE N A ' . . .. .. w ... ..: I1'' III 13 EXIST MANHOLE ADJUST TO GRADE 3 EA (1] L t--- I II 10 EXIST 11 EXIST SIGN PROTECT IN PLACE N/A 12 EXIST SIGN TO BE REMOVED 1 EA ST CONC TO BE REMOVED AND REPLACED WITH 21 DWY 1 EA A l I ( 14 EXIST SD INLET TO BE REMOVED 1 EA A Q� III i I 169 15 EXIST WATER METER TO BE RELOCATED 2 EA COMMERCIAL AREA r I I ( 16 EXIST FIRE HYDRANT PROTECT IN PLACE N A E M T a III I 17 EXIST WATER VALVE PROTECT IN PLACE N A � I I g Fraser Dr1ve OD�CRIPTO N Notes uan des UANTITY 20 PLACE 5 AC OVER 11 CLASS II BA AV 4 300 +V+ 21 PLACE 3 AC OVER 6 CLASS II BASE PAVING 200,000 m 22 SAWCUT EXISTING AC PAVING 1,700 LF L=14.14' 23 CONSTRUCT 6 CURB&GUTTER PER COUNTY STD. 200 13,200 LF 1:1 TAPER 24 CONSTRUCT CROSS GUTTER PER COUNTY STD. 209 6 200 SF 25 CONSTRUCT IXEB t GUi1ER PER COUNTY S1U 201 MODIFIO)TO 12'Cf 650 LF Lakeshore Drive 26 CONSTRUCT CURB RAMP CASE B PER COUNTY STD. 403 38 EA 27 CONSTRUCT SIDEWALK PER COUNTY STD. 401 67 6DO SF b STA: 30+00.00 TO STA: 35+50.00 28 CONSTRUCT s CURB PER COUNTY STD.204 MODIFIED TO 6 60 LF 29 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD.300 62 LF 30 CONSTRUCT GUTTER DEPRESSION PER COUNTY STD. 311 202 LF 31 STREET LIGHT SEE STREET LIGHT PLAN N/A 32 0.15 GRIND&OVERLAY EXIST AC 270EA 33 PLACE 4 AC OVER 7 CLASS II BASE PAVING 40 0 40 80 120 34 CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY STD. 309 35 CONSTRUCT SIDEWALK PER MMY STD.401 MODIFIED TO BE AC GRAPHIC SCALE 36 CONSTRUCT DWY PER DETAIL ON SHEET 14 UNDERGROUND BENCHMARK BASIS OF BEARINGS: APPROVED BY: PREPARED UNDER THE City Of Lake Elsinore SHEET SUPERVISION OF: IN THE COUNTY OF RIVERSIDE, CALIFORNIA SERVICE THESE PLANS HAVE BEET1 REVIEWED FOR COMPLIANCE WITH THE 3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND Street Improvement Plan ALERT CAL BRASS DISK IN TOP OF CURB THE BASIS OF BEARING IS THE STATE LAWS, AND A PEAIAIT CAN 6E ISSLED. ♦ • r CALTRANS BENCH MARK 13C93 CENTERLINE OF MACHADO STREET AS — �� VII OF]�.SHTS. CALL: TOLL FREE SHOWN BY PM 'Nm, RIVERSIDE COUNTY NO.C55955 1-800-227-2600 RECORDS, BEING NORTH 36'55'05" Exp.12/31/06 Lakeshore Drive FILE NO. EAST 9/ /�-�r CIVIL R.C.E. C55955 12 31 06 ENGINEERING SURVEYING LAND PLANNING �l/._• ✓ MARK REVISIONS APPR DATE 41593 wINCHESTER Ro, SUITE 120 TEr,EcuLA CA szsso STA: 30+00.00 TO STA: 35+50.00 KEFI—SEOF(iOtoL.E-5€4T5 97W o� o oS DESIGNED BY DRAWN BY CHECKED BY DATE 3/07/05 951.269.1292 951.269.1164 FAX M _ l,A A►r... _ ,. i I g$�~ _^ 00 mM $^ U 130OLT \ — — — 8 5 TOPOLTCOFB 1300LT a N EXIST SURFACE - - - � _ _ 8.5 RTOFi + o,— 0 p < M N^ 1.37x N $ c� OC t m v+i m w o o Q3 € Z CR N — Oryi f0 U DC 4 Z m� ? s ry C - - - - oQg $M - - - - - - -I. � ±� 0� C TOP OF CURB 1 Ki DO 1300CL - - - - - CU o $^ EXIST SURFACE r, 1\ ^m ®� g ® L-DE-SAC 1300CL v M N $^ c� m O EXI T SURFACE�1 N O — ry M DJ M ry $ 46R' � ��SEE SEDONA S1 m$ — a FOR CURB_RET NS^'2 EXIST SURFACE ��~'1 yT7 N C)tO g U n + 18 RT OF n n TOP OF CURB o M m $6 >N Q _ p^ \ OZ.6m $� U 0_Q Obi _ — _ o _ 1.63%` —ON nN N� $Q �W N 130ORT ' ^ -2 w� 8° <o f ' - - - - _ 1300RT mN aQz 8 c ^� coo c-Y �ing EXIST SURFACE �^o SL'a UR AC PROP S E 3 � — N+ O q $a N H 0 q �� g$' C) oo + N N N N W 2 23g PROFILE _ _ o HORIZ. 1"=40' C VERT. 1"=4' 10 11 12 13 14 15 U16 17 18 19U 20 21 Z CZ Baza St Sedona St SEE SHEET 12 '�� SEE SHEET 12 + (EXIST DIRT ENTRANCE)SEE r a s re r Drive v� m M 32 zf Lot G I 1�l W I •/,•OPEN SPACE Lot F I �j� DETENTION EASIN 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 6 �. �__ /W 3 + I ao n W 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45,00' 48.32' 21 W1L1 LI m l.__ — ...... W . _ EXIST 8 SWR .. ..._. _ __.. � .. gp F — — — — — — — — LOT A PjVJ 39/40 - ---------- - ------ `� _ - R/W 1�- J\JJB 8/377 PARCrL 1 ?ARCEL 2 DARCF-�L 3 i PJ\JI 39/40 ;J\JJ 39/40 ESM RM 39/40 I 84 5 Walnut Drive 9 § STA: 9+00.00 TO STA: 21+00.00 m i o z CURB DATA Exist Street Notes + Ouan►►es Construction Notes uan Wes z o w DESCRIPTION QUANTITY DESCRIPTION QUANTITY " DELTA BRG RADIUS LENGTH REMARK g v m 1 a 99 35 39 3.00 5.21 1 EX AC PAVING PROTECT IN PLACE N A 20 PLACE 5 A 0 R 11 CLASS I[BASE PAVW 4 z FTT 2 a 140 24 52 36.00 88.23 2 EXIST AC PAVING TO BE REMOVED 17 800 SF 21 PLACE 3 AC OVER 6 CLASS II BASE PAVING 200 000 3 a 40 56 29 112.00 50.03 3 EXIST CURB AN)OR GUTTER PROTECT IN PLACE) N A 22 SAWCUT EXISTING AC PAVING 1,700 LF 4 G= 09 OS 13 482.00 76.44 4 EXIST POWER POLE PROTECT IN PLACE N A 23 CONSTRUCT 6 CURB&GUTTER PER COUNTY STD. 200 13,200 LF 5 a 80 48 12 2..00 28.21 5 EXIST STREET LIGHT PROTECT IN PLACE N A 24 CONSTRUCT CROSS GUTTER PER COUNTY STD. 2D9 6,200 S£ 6 a 89 59 20 20.00 31.41 6 EXIST PLANT OR TREE OFFSITE PROTECT IN PLACE N A 25 DOWWT M M GUTTER PER CUM STD 2D1 MODIFIED TI 12 C£ 650 LF 7 EXIST PLANT OR SHRUB ONSITE TO BE REMOVED N/A 26 CONSTRUCT CURB RAMP CASE B PER COUNTY STD.403 38 EA 8 EXIST MATURE PALM TREE TO BE RELOCATED 11 EA 27 CONSTRUCT SIDEWALK PER COUNTY STD. 401 67,600 SF Shadiho Legend9 EXIST MANHOLE PROTECT IN PLACE N/A 28 CONSTRUCT 6 CURB PER COUNTY STD,204 MODIFIED TO 6 60 LF V 10 EXIST MANHOLE ADJUST TO GRADE 3 EA 29 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD. 300 62 LF 3 ® EXIST AC PAVING (PROTECT IN PLACE) 11 EXIST SIGN PROTECT IN PLACE N A 30 CONSTRUCT GUTTER DEPRESSION PER COUNTY STD. 311 202 LF 12 EXIST SIGN TO BE REMOVED 1 EA 31 STREET LIGHT SEE STREET LIGHT PLAN N A ® EXIST AC PAVING (TO BE REMOVED) 13 EXIST CONC TO BE REMOVED AN]REDUCED WITH 21 DWY 1 EA 32 0.15 GRIND&OVERLAY EXIST AC 1,850 SF 14 EXIST SD INLET TO l3E REMOVED 1 EA 33 PLACE 4 AC OVER 7 CLASS II BASE PAVING 20,000 SF 11 40 0 40 80 120 ® EXIST AC PAVING (0.15 GRIND Re 15 EXIST WATER METER TO BE RELOCATED 2 EA 34 CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY STD. 309 38 LF OVERLAY) 16 EXIST FIRE HYDRANT PROTECT IN PLACE N A 35 CONSTRUCT SIDEWALK PER COI.NTY STD.401 MODIFIED TO BE AC 1,000 SF GRAPHIC SCALE 17 EXIST WATER VALVE PROTECT IN PLACE N A 36 CONSTRUCT OWY PER DETAIL ON SHEET 14 170 EA UNDERGROUND BENCHMARK BASIS OF BEARINGS: APPROVED BY: S PREPARED UNDER THE City of Lake Elsinore SHEET SERVICE THEE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE Nq SUPERVISION OF: IN THE COUNTY OF RIVERSIDE, CALIFORNIA APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND `-F ALERT 21¢" BRASS DISK IN TOP OF CURB THE BASIS OF BEARING IS THE STATE LAWS, AND A PERMIT CAN BE ISSUED. _ Street Improvement Plan CALTRANS BENCH MARK 13C93 CENTERLINE OF MACHADO STREET AS OF]�SHTS. CALL: TOLL FREE SHOWN BY PM 2%m, RIVERSIDE COUNTY NO.C55955 / RENCivir 1-800-227-2600 RECORDS, BEING NORTH 36.55'05" Exp.12/31/06 EAST a/ // CIVIL R.C.E. C55 5 E 31 O6ING suRvenNc LAND n,WwNc Walnut Drive FILE N0. .*—/ ,% / // MARK REVISIONS APPR DATE 41593 WINCHESTER RD, SUITE 120 TEMECULA CA 92590 STA: 8+00.00 TO STA: 21+00.00 12) iS RFDRE You DIG ELEVATION 1 0.12 RER�EOfdAC�f��5SSTS" 6X/ G1%(!'(DS DESIGNED BY DRAWN BY CHECKED BY CALIF DATE ^bS 951.269.1292 951.269.1164 FAX _ - ,144s t5 a \ 5 2S716' - - W m EXIST.SURF E \ r o 18 LT OF q00 rn TOP OF CURB W n g cz _ i6 N 18 LT OF 9 � . N �n �M- - -Ds 1 1- o1295LT � a 1295LT� - MN- +N rm N - - - - OF OC UU ^1.00% v•- +N a m a m OC o o 00 0 0 CC gN \ NuSEE VISCAYA ST rnNan+P°NN \ rn rn oN CD N 00O�A wv.. + _FOR CURB RETURNS m m +N o_ N� o� °?N- - 1.00% M a0 O w '�� .. EXIST SURFACE,'-" N. ow a + rn o+N Z 18 LT OF + rnN ON OiD ®� W+^_ ` - - JN FFU 1.00% N N WN C ^ _ _ _ U W N Qf}� NN Q D.59% ti ZDO 0:36E v PROP SURFACE O ur1, di r - - %< -w N O �o rn O =zo - _ _ _ _ - - 1295CL 1295CL ,:00% N MOM M �OZ - - - \ V N> >JOO N~(mJ - _ - _ +rn rN C-N - - '- -M �� •-N. Nv+ .'n ooz oa wQ 4 : wvo 18 LT OF 6 _ _ C �o u,rn n o9�- -N a o 15.77 - - - - - I. crnV ao0'-p 6 o m+� o a 0' +O �N corn O� \gta393'o ^n �n =c^�.. }OOI� EXIST SURFACES< w OI � `.� ^ M ®�. 00� N+O� OtNO EXIST SURFACE - ' - _ _ ` - _ ++.. rn PROP SURFACE o w rn>�o + n Nn+ ours 18 RT OF fE w� - - - 12 - -1.00% '°�� - : 01 +oN +duo _ _ N N O N � TOP OF CURB o� w� oc� - _ 15 O.a4% W" �� 18 RT OF oo^ �� m -OC _ 1295RT m N +^ + m M - M N- - - _ _ W - , V s 2 - - _ 1295RT + r o m n OC EXIST SURFACE 1.00% i•00% +N rn m nN „ern �`! N - - _ _ mF- OCV - - 03 M SEE SEVILLE ST + m N O. p] W N O w IV- FOR CURB RETURNS+ r ro \ O� O�iM OF 0 .DD% \ \n N ^m TOP OF CURB oo S? my n w n EXIST SURFACE OO UN rn m U FaCURB ST IURNS n 18 RT OF Q a+o N m N m 18 RT OF ¢ 00 m 0 m N - - - - -i�00% +mom m°Nz 14 RT OF om ozm _ 'FSEE ECU IRIA ST .0 N N N W f n 0.50% O PROFILE - - - - _ CD HORIZ. 1"=40' VERT. 1"=4' ' 10 11 12 13 14 15 16 17 18 19 20 20 Z n z _ - m � � +g N m T vlscaya St SEE SHEET 13 N Lot B f w 16 15 10 9 8 7 8 6 5 4 3 2 1 DETENTION BASIN o - 45.03' 45.00' /w .. 50.00' 49.99, 46.67' 46.67' 46.67' /w 46.67' 46.67' 46.67' /w 91.81• N 76.00' .. :/W75.3,' 7 6, /W 96.96' ..� 16 ,�,1cQ' t 61�1 dill ,z �9 '> +. -�+- 15 NST 09 W- `L� -- is `+* 21 IN _ r' - t3 O .tNT� t - i7 _ is N53•06'09^w (NT - � T 9 - - + 1 a - N53 06 09 W 14 14 1 19 � r 4. s o s 2s i W - - f�J - . c} _ rn 15+48.50 ESCI1yERA ST� � 5 � � _ � N 10+W.W VI AYA ST jw -� ------INT 168 154 1 + 153 138 coM�uOT NEN ERF 124 11 J 108 107 106 � '1 041� 4" Sedona St Merano St Seville St o Leon St Estancia St 10 SEE SHEET 8 SE SHEET 9 SEE SIM 10 N m SEE SHEET 11 SEE SHEET 1018 o D m6 COVE DATA CURVE DATA DRIVEWAY DATA ^® Z DELTA BRG RADIUS LENGTH REMARK DELTA BRG RADIUS LENGTH REMARK LOT#1 DWY STATION WIDTH A C i a OB 53 06 500.00 77.54 CENTERLINE 21 A=95 01 57 15.00 24.88 CURB 1 STA. 18+81.96 16 2 A--08 53 O6 500.00 77.54 CENTERLINE 22 A=05 01 43 518.00 45.46 CURB 2 STA: 18+19.62 16 ESCAVERA ST Construction Notes Uan 1 le3 d m 3 A=OB 53 a6 500.00 77.54 CENTERLINE 23 e=04 38 13 518.00 41.92 CURB 3 STA.- 17+87,95 66 STA: 10+00.00 TO STA: 20+19.79 In DESCRIPTION QUANTITY a - m 4 08 53 06 500.00 77.54 CENTERLINE 24 A-08 53 O6 482.D0 74.75 CURB 4 STA: 17+26.28 16 20 PLACE 5 AC OVER 1, CLASS II BASE PAVING 43,300 SF o M 5 A=90 00 00 15.00 23.56 CURB 25 A-89 59 46 15.00 23.56 CURB 5 STA 16+75.62 16 21 PLACE 3 AC OVER 6 CLASS II BASE PAVING 200,000 - 6 s=90 00 00 15.00 23.56 CURB 26 A=90 00 00 15.00 23.56 CURB 6 STA: 16+43.86 16, 22 SAWCUT EXISTING AC PAVING 1,700 LF 7 A=86 0 338 55.00 22.53 CURB 7 STA: 14+50.59 16 23 CONSTRUCT fi OM k GUTTER PER CCINY STD. 200 13,200 LF 2 8 x 97 29 41 15.00 25.52 aIF® B STA, 14+05.38 16 24 CONSTRUCT CROSS GUTTER PER COUNTY STD. 2D9 6,200 SF 9 A=90 00 00 15.00 23.56 (XS78 9 STA: 13+74.76 16 25 CONSTRUCT CUM k BITTER PER CD.MTY STD 201(MODffIED TO 12'Gf 650 LF 10 A=90 00 00 85.00 23.56 CURB 108 STA: 19+13.74 16 26 CONSTRUCT CURB RAP CASE B PER COUNTY STD. 403 38 EA 11 A=08 53 O6 482.00 74.75 CURB 107 STk 19+43.74 16 27 CONSTRUCT SIDEWALK PER COUNTY STD. 401 67,600 SF 12 A=04 58 32 518.00 44.98 CURB 106 STk 19+89.41 16 28 CONSTRUCT 6 CURB PER COUNTY STD.2D4 MODIFIED TO 6 60 LF 13 A=94 58 32 15.00 24.86 CLM B STA 19+12.96 16 29 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD. 300 62 LF ` 14 A=84 19 11 55.00 22.07 CI.m 30 CONSTRUCT GUTTER DEPRESSION PER COUNTY STD. 311 202 LF 15 A=05 40 51 482.00 47.79 CI.F2B 31 STREET LIGHT SEE STREET LIGHT PLAN A 16 A=07 40 05 518.00 69.33 CUE® 32 0.15 GRIND&OVERLAY EXIST AC 1,850 SF 17 A=124 30 26 26.00 56.50 CURB 40 0 40 80 120 33 PLACE 4 AC OVER 7 CLASS 11 BASE PAVING 20,000 SF ,8 122 54 47 26.00 55.79 CURB 34 CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY STD. 309 38 LF 19 e=05'40'S1 482.00 47.79 CURB 35 CONSTRUCT 31DENALK PER GUM STD.401 MODIFIED TO(£AC 1,000 SF m 20 A=84 19 09 15.00 22.07 CURB GRAPHIC SCALE 36 CONSTRUCT OWY PER DETAIL ON SHEET 14 170 EA UNDERGROUND BENCHMARK BASIS OF BEARINGS: APPROVED BY: S/ PREPARED UNDER THE City of Lake Elsinore SHEET SERVICE TIESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE R Oy9 SUPERVISION OF: IN THE COUNTY OF RIVERSIDE, CALIFORNIA APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND ALERT 2Yz BRASS DISC IN TOP OF aAm THE BASIS OF BEARING IS THE STATE LAWS, AND A PERMIT CAN BE ISSUED. �NCivir Sfreef Improvement Plan CALTRANS BENCH MARK 13C93 CENTERLINE OF MACHADO STREET AS , OF]-aSHTSCALL: TOLL FREE SHOWN BY PM zN1c, RIVERSIDE COUNTY N0.C55955 p 1-800-227-2600 RECORDS, BEING NORTH 36.55'05" Exp.12/31/06 / Escavera St FILE N0. EAST CIVIL R.C.E. C55955 12 31 O6 ENGINEERING • SURVLNING • IANDPLANNING ,/�, lZ',�---e- MARK REVISIONS APPR DATE F 41593 WINCHESTER RD, SUITE 120 TEMECULA CA 92590 STA: 10+00.00 TO STA: 20+19.79 n DOS BEFORE YOU ac ELEVATION = 7280.129 KEN UMAL .Z:LSs3T5 U'J aG 1��s DESIGNED BY DRAWN BY CFfCKED BY C 1 DATE 3/07/05 951.269.1292 951.269.1164 FAX Z i a OC 19 LT OFF _ - orn SEE V RONA ST O N o N a O H E FOR CONTINUATION 0.50% N a TOP OF CURB 6, N n OC 14 1295LT ,.00% 1a LT OF M o m oc o 17 1295LT FOR CURB +N m m .\ - �- •a I.t OC U i.00% M - �N�- - - +� rnrn r�.- �� mm w Of OC 8 m SEE IEEE 5T + °+°N m g o` - - r1 m m EXIST SURFACE ©0 Qam - - 00� F F U FOR RETURNS < N +N a m - n rn 18 LT OF .. a o wwN O \ - - - ¢oa - - - 1.00%mo� �^ NN -...aN - - -� TOP OF CURB m 42t -+ omUm - ZZ a F E LEON SRETURNS18LT OFF m ay EXIST SURFACE N- - -oa . 0.50% -,n < O�, - - - ¢ NSEE ESTANCIA ST++c� ^ o'? vo i- - - - Q2 o ci FOR CURB RETURNS30& SEE ST ON + o z a.. Fr U - _ FOR CONTI TION fil O� OU Ulu - W N NVIQ K 1295CL 0.50% N ^N -O O� NO F O ® OWO NNQ o II �� M .Z _ - - \ WQ OU ODO< WJN ¢¢� 0�< 1295CL PROP SURFACE 1.00% M a 'v+ UT- PROP M� m m o¢ n 5 w N © zz°i• M+N COI - O'- _ OM a0+ W (n P m mom +N - o o- N N W r U O N N N N mil^ \. EXIST SURFACE oz DO U - - - - m 0 m o�+ 00 N. v U oo F EXIST SURFACE - - - 0.50% - - - - m oo n 18 RT OF o cO1.I o rn ±rn TOP OF CURB o o U - © PROP SURFACE - N 18 RT OF o+a o m OC- FOR CURB RE STUF44 f o.23% N N o" N o � oc 25 1295RT 1295RT M m m M N - - U U +N �m IjOi -00- NV m~. DC W V O rn N O F m U U ,++w i ami °+' TOP OF CURB o a0 -- EXIST SURFACE '�`1. Cc)a m SEE LEON ST - - - - - 18 RT OF w of o M I� OR CURB RETURNS O N +m 0.50% �.- rnN 0 N %- SEE SEDONk ST FOR CONTINJATION PROFILE b HORIZ. 1"=40 VERT. 1"=4' 9 10 11 12 13 14 15 16 17 18 19 20 21 ig a CLUB DATA N . Merano St ��F Seville St Leon St }� Estancia t5l NIn '� DELTA&RG RADIUS LENGTH REMARK SEE SHEET 9 SEE SHEET 10 SEE SHEET 11 �N��i cS SEE SHEET 1 1 A=44 5fi 58 100.00 78.45 CENTERLINE _ I 2 a=OB 53 O6 500.00 77.54 CENTERLINE 3 A=OB 53 O6 500.00 77.54 CENTERLINE 4 67 OB 53 06 500.GO 77.54 CENTERLINE 5� LO Jg 161 146 145 I 132 131 117 116 98 99 5 A=08 53 O6 500.00 77.54 CENTERLINE y9 m zs 2A-- 11 L-45.42' 28.77' / 28.77' L-45.42' O d s, 7s.aD' -I 8 9 7s.oa' 7s.00' 1- 16 - 1 9 6 0=90 00 W 182.00 1 8.81 CENCURB Ih< �a .. /W _ I /W _ .m 7s.00' /W 7s.00' >r 8 A=90 00 00 15.00 23.56 CURB i , 1 m 14 � 9 A-90 00 00 15.00 23.56 CLUB 10 � C7NJ'}4 �s s 3 --.f -. 21 `� to, `?s <ry ;-.. .sT. 10 A=OS40 51 482A0 47.79 CURB ((,, _�� 1 12 '82 '?s 13 21 ` _--�' o_ lb+l'W"38PRC SF0t1NA e1 A -�-I '' s� 11 A=84 19 09 15.00 22.07 CI,RB � m ----- < N53 os os W 19 12 A=94 58 32 15.00 24.86 CURB .. _ N53'06 09' ( 21�-- 12+21.00 LEON ST 5 17 - < - 10+00400 MERANO S7 .`ri4+G5 76PRC StONA 1�. a - 1 --f, - '4�. 13 A=04 58 32 518.00 44.98 CURB ..:. 10+00,00 SEVILLE _ - .. - .. .. 6 0 = ^�'-.�_�.\ .(6 A=04 58 32 518.00 44.98 CURB __.. O+OO.00 ESTANCIA ST __-- ---21 1 14 _. ^, -_ 15 A-94 58 32 15.00 24.86 CURB (W� I W - 1Y 'm` WIB - J� 16 A=84 19 09 15.00 22.07 CURB 42. 45.00' �••45.00 45.00 45,,^,0' 45.00 45. W 45.00' 45.00 4s.00 /^45.00 42.50 `r 40.00 45.00 /n45.00' 45.00 45.00' 4.55 /W , 1'L 17 A=05 40 51 482.00 47.79 CURB �r �,N (� 18 A=90 00 00 15.00 23.56 CURB 19 A=90 00 OD 15.00 23.56 CURB 78 7 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 � 5 20 A 90 GD o0 8B.00 120.81 CURB 21 A=90 00 00 82.00 128.81 CLUB 04 58 32 518.00 44.98 CURB Verona t 6 24 A-84 19 09 15.0 22.07 CURB 6 SEE SHEET 8 ,�', 25 A=05 40 51 482.00 47.79 CURB o o DRIVEWAY DATA ® �� ^ m �D3m 26 A=08 53 O6 482.00 74.75 CURB + 27 A=OB 53 O6 518.00 80.33 CURB LOT/ DWY STATION WIDTH jEci Nag 28 A=31 18 23 118.00 64.48 CURB 78 STA: 10+41.83 16 29 A=89 16 55 15.00 23.37 CURB 2 79 STA 10+66.56 16' o 16 80 STA 11+24.29 Sedona Street 81 STA: 11+53.61 i6Construction Vo-fe-s-T 05infities 82 STA. 12+14.29 16' STA: 10+00.00 TO STA: 19+62.78 DESCRIPTION pUANTITY ` N z 83 STA 12*43.61 16 20 PLACE 5 AC OVER 11 CLASS II BASE PAVING 43,300 SF o 84 STA 13+04.29 16 21 PLACE 3 AC OVER 6 CLASS II BASE PAVING 200,000 85 1 STA: 13+33.36 16 22 SAWCUT EXISTING AC PAVING 1,700 LF a 86 STA 13+91.55 16 23 CONSTRICT 6 CURB&GUTTER PER COUNTY STD. 200 13.200 LF e 87 STA: 14+21.80 16 24 CONSTRUCT CROSS GUTTER PER COUNTY STD. 209 6,200 SF 88 STA: 14+84,95 16 25 GMNcTRCT om&BJTTER PER CC tm SID 201(MODIFIED TO 12-CFD 650 LF 89 STA 15+14.07 16 26 CONSTRUCT CURB RAMP CASE B PER COUNTY STD, 403 38 EA 90 STA 15+59.98 16 27 CONSTRUCT SIDEWALK PER COUNTY STD. 401 67,600 SF 91 STA. 16+75.84 16 28 CONSTRUCT 6 CURB PER COUNTY STD.204 MODIFIED TO 6 60 LF 92 STA;- 17+04,52 i6 29 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD.300 62 LF W 93 STA. 17+64.87 16 30 CONSTRUCT GUTTER DEPRESSION PER COUNTY STD. 311 202 LF 94 STA. 17+94.52 i6 31 STREET LIGHT SEE STREET LIGHT PLAN N A 95 STA. 18+54.87 16 32 0.15 GRIND&OVERLAY EXIST AC 1,850 SF Y 96 STA. 18+84.24 16 40 0 40 80 120 33 PLACE 4 AC OVER 7 CLASS II BASE PAVING 20,000 SF III 97 STA. 18+91.07 16 34 CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY STD. 309 38 LF 98 STA. 19+15.43 16 35 CONSTRUCT SIDEWALK PER CUM STD.401 MODIFIED TO BE AC 1,000 SF m 99 STA.' 19+47.61 16 GRAPHIC SCALE 36 CONSTRUCT DWY PER DETAIL ON SNIT 14 170 EA UNDERGROUND BENCHMARK BASIS OF BEARINGS: APPROVED BY: PREPARED UNDER THE City of Lake Elsinore SHEET c SERVICE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE K E S/0 SUPERVISION OF: IN THE COUNTY OF RIVERSIDE, CALIFORNIA AL APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND C Street Improvement Plan ALERT BRASS DISK IN TOP OF CURB THE BASIS OF BEARING IS THE STATE LAWS, AND A PERMIT CAN BE ISSUED. AL TRANS BENCH MARK 13C93 CENTERLINE OF MACHADO STREET AS CALL: TOLL FREE SHOWN BY PM 7%o, RIVERSIDE COUNTY NO.C55955 WN iyi OFIS SHTS. 1-800-227-2600 RECORDS, BEING NORTH 36-55'05" Exp.12/31/06 - EAST - 840NEEWING • SURVEYING • LANDPL NNING SedOna Sleet FILE NO. CIVIL R.C.E. C55955 12 31 O6 �r MARK REVISIONS APPR DATE 41593 WINCHESTER RD, SUITE 120 TEA£CULA CA 92590 STA: 10+00.00 TO STA: 19462.78 TWO WORIQIG GAYS BEfDRE 1vU p0 ELEVATION 1280.129 KEN UAL S�fS &M 044*1oS D€SIGNED BY DRAWN BY CHECKED BY CA 1F DATE 3/07/ 951.269,1292 951.269.1164 FAX 7/PG 9016E BY �_��-DATE- :.c_ j O - +m+T OF''.CURB o Mr2 12 LT OF m�rn - - EXIST SURFACE 0 C, 8� 1.35% +o rn TOP OF CURB 18 LT OF 1300LT F EE�B ST M N 18 L OF g a F N m _ _ 130OLT M \ +v1 o t: 50' VC O c PI 0 16+86 00 50' VC 31.42' _ N N + TOP OF CURB S EL cx 1291.80 EBISLTSO A .55 4=7.86 --------- _ - 9 9 g a��g r-gi �3 c� �� EL® 12916.05 - - EXIST SURFACE N 18 LT OF g ¢ . rn N - - tO NIA +��,��,,,, p N ��Of�N T m W lT OIQ _ +� - _ tea m rnm rnm rnm rnm rn�m rnrnrnrnNp m [� N�Nu N N]rn +'�+^+O O O O O 060 0 0? ' -,� N N N N t0 GO M o< FaSa EON ST D.50% - �+- ro1 Z o c-v PROP SURFACE 1300CL -- - O U 00< N ,ri - _ o a EXIST SURFACE 50' VC i 6a z N - - - •N O! o PI 0 16+86 00 0 50' VC U '- - - 135% ,� o a EL = 1291.75 PI 0 18+36.55 w o EXIST SURFACE - PROP SURFACE oo g«ng<� g< am 8 o EL = 1291.00 N o -N+ �WQZ + + QO1 N+ ONfJD + o } o +- -+ r M�o WO TOP OF CURB 01 up mrn+OOO z mOU N O1 TOP OF CURB 1300RT N 18' RT OF - , o 48A Z.�* - - _ _ 1300RT - - - - - - - _0{up M N - O m - - S 50' VC C 1.35% 'a N - - - �o M PI 0 16+86 00 50' VC 6 v- g EL = 1291.80 31.42' TOP OF CURB o� � 0 PI 0 18+36.55 4=7 86 HRT�F o g~��g`-'o o EL = 1291.05 m .~'� o EXIST SURFACE �n \ a+ •} .w m 18 RT OF no-:~ rn N N W m rnio 0�5 0 .,`9 9xn N + + } }.-p p N O �N + m Ohm O'm Oi O}O O;Ool O0i Doi 001 m� PROFILE cq�N�N N N N < 0.50% VERT. 1"=4' 10 11 12 13 14 15 16 17 18 19 20 v� g �l� Leon St ! �R _R Baza St SEE SHEET 11 SEE SH1T 1 Verona St SEE SFEET 8 3 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 2 3 4 DRIVEWAY DATA ® LOT 1 1 42.50' _ 45..00' W. 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45 00' 45.00' 4.50' J W 49.27' 39. 7' LOT 0 DWY STATION WIDTH 70.00' S 38 STA: 10+24.34 16 11 12 13 " 14 15 16 1 1 1 18 `� N53'o 09"W _ +..-- i-!- - - +- + H53'O6'09"N - -�- -� + - - - o --�- - .... 1a�. 39 STA: 10+53.66 i6 - �- 7 6 40 STA 11+14.34 16 N 41 STA 11+43.66 16 .. .:.. . ., ... .. ,.._ 42 STA: 12+33.66 16 4b.00 45.00 W CURB DATA 43 STA: 12+33.6fi 16 � �' ' 44 STA: 12+94.34 16 OELTA BRG RADIUS LENGTH RBAPRK 45 STA 13+23.6fi 16 1 n=g0 00 00 20.00 31.42 CURB B 45 STA 13+23.66 1s 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 2 6=90 00 ao 15.00 23.56 cuRe 47 STA: 14+13.66 16 N 3 a 90 OO 1- 55.00 23.56 CURB 48 STA 14+74.34 16 OT G f- 4 a 90 00 00 15.00 23.56 CURB 49 STA: 15+03.66 16 ... Q 5 &90 00 00 20.00 31.42 CURB 50 STA. 15+64.34 16 J 6 n=90 W 00 20.00 31.42 CURB a 51 STA 15+93.66 16 N� 7 N36 53 51 E -- 4.00 CENTERLINE n z 52 STA 16+54.34 16 V WALNUT DR 53 STA 16+83.66 16 Baldona StreetsConstruction Notes uan ►es 54 STA 17+44.34 16 m � m 55 STA. 17+73.66 16 STA: 10+00.00 TO STA: 18+97.55 DESCRIPTION QUANTITY N s 20 PLACE 5 AC OVER 11 CLASS 11 BASE PAVING 43 300 SF ^'z 66 STA 18+16.94 16 21 PLACE 3 AC OVER 6 CLASS 11 BASE PAVING 260,000 7. 63 STA 18+07.62 16 22 SAWCUT EXISTING AC PAVING 1 700 LF 64 STA: 16+07.62 16 23 CONSTRICT 6 CURB 4 GUTTER PER COUNTY STD. 200 13 200 LF n 65 STA i6+83.16 16 66 STA: 16+38.16 16 24 CONSTRUCT CROSS GUTTER PER COUNTY STD. 209 6,200 SF 67 STA 1+8. 16 25 CONSTRUCT CIAA1 A GMPER CD.NTY STD 201(MODIFIED TO 12 CF 650 LF 68 STA 15+48.1616 16 26 CONSTRUCT CURB RAMP CASE B PER COUNTY STD. 403 38 EA 69 STA 15+8. 16 27 CONSTRUCT SIDEWALK PER COUNTY STD. 401 67,600 SF A 70 STA: 14+58.16 16 16 28 CONSTRUCT 6 CURB PER COUNTY STD.204 MODIFIED TO 6 60 LF 71 STA. 14+28.84 16 29 1 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD. 300 62 LF 72 STA 13+68.16 16 30 CONSTRUCT GUTTER DEPRESSION PER COUNTY STD. 311 202 LF 73 STA 13+38.84 16 31 STREET LIGHT SEE STREET LIGHT PLAN N/A 32 0.15 GRIND P:OVERLAY EXIST AC 1,850 SF 74 STA: 12+78.16 16 75 STA 12+48.84 16 40 0 40 80 120 33 PLACE 4 AC OVER 7 CLASS II BASE PAVING 20 DO0 SF 76 STA: 11+88.16 66 34 CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY STD. 309 38 LF 77 STA 11+58.84 16 35 CONSTRUCT SIDEWALK PER CONTY STD.401 MODIFIED TO BE AC 1 000 SF GRAPHIC SCALE 36 CONSTRUCT DWY PER DETAIL ON SFEET 14 170 EA BENCHMARK BASIS OF BEARINGS: APPROVED BY: PREPARED UNDER THE SHEET UNDERGROUND City of Lake Elsinore SERVICE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE P E Nq SUPERVISION OF: IN THE COUNTY OF RIVERSIDE, CALIFORNIA ALERT 2I¢" BRASS DISK IN TOP OF CURB THE BASIS OF BEARING IS THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY APO Street Improvement Plan 7 STATE LAWS, AND A PERMIT CAN BE ISSUED. ,�,Y CALTRANS BENCH MARK 13C93 CENTERLINE OF MACHADO STREET AS � - CALL: TO FREE SHOWN BY PM 7%o, RIVERSIDE COUNTY NO. C55955 ��' Jwtc I VII OF]�SHTS. 1-800-227-2600 RECORDS, BEING NORTH 36'55'05" Exp.12/31/06 FILE N0. EAST CIVIL �p ENGINEERING • SURMNG • LAND PLANNING Baldona Street /�j+,,,_� MARK REVISIONS APPR DATE R.C.E. C5595 12 31 O6 41593 WINCHESTER RD, SUITE 120 TEMECULA CA 92590 STA: 10+00.00 TO STA: 18+97.55 IDTWO WOMNG DAYS YOU Dc ELEVATION = 1280.129 33T5 Fk1 cY//5- DESIGNED BY DRAWN BY CHECKED BY C 1E DATE 3/07/05 951.269.1292 951.269.1164 FAX L6- t�m�wl E � ev -.1 y.F o 0 1.a2' � so' vc =7.as _ _ - _ E6=1300-1 _ _ _ _ W ry O 2 O 'O HN IU-O HU-N HO F - i - - /i- - - - - - - - - - - - 2D VC - - - gQ o EXIST SURFACE - - - - - - - - - - - - - - \EXIST SURFACE a J } •N n •n •a g 1 O3 - �� - 5 VC PI 0 i,296. 14 50' VC 13 n op om on m00 m EXIST SURFACE PI 0 14+66.27 0000 rno rn g cs EL = 1297.63 PI 0 6+04.14 EL = 1296.85 12 LT OF - r "? 18 LT OF I O 17+21.66 tO m n c� can can ctn c� OC 11;i r $Nu'i a - - 0.27% + TOP OF CURB OC EL = 1296.94 L = 1297.00 v v . . %w a m �Um+c��o v<o ct � m� TOP OF CURB o rn rn z rn \ ¢ ct OC gn 16 LT OF N N r�rN rn rN r - c� •v =N � m r1O r--r1n r a .50% 2 i i °f N rn N �� +t M a ma rna rna rn<m 18 LT OF �� •N� i' m*rn ' 0 '+�+I:+i:+n �� N `�i N 12 LT OF �rn� � CURB RETURN � rn mo am �. +n+n m+c0+co m nrnn xnn rnnm • ry ry ry ry.-ry +N ry tV t� +N + +•- rr cl rr ct M1N aDN MHO ^N �� ^^ 0.8s ro 0.64% N Of + ry� f f N�N�N�_N 1n1n¢ v1vHQ 2. + + m 0.50% 0,79% Q m ¢¢m t 1$ 0.27% N 1.00% CUM RETURN B a zz RIQiT FOR 0.50% SEE RIGHT FOR w oo 50' VC EXIST SURFACE A 0.51% 0. 1% .62% o o� �N EL 1300.'1 - - - - 50' VC - - - i^ - - - - - - - - - - - - - - - n . r o S Uo�o coo c� o c1 - - i crita - �0'VC - - 0¢ - - - - - - - - - - - - 18 - - - 0 VC EX ST SURFACE 15.48' g.. vg� �i�,n .�'r?�o mS L)gu oQ 0 11+70.13 ,n - _ - - - - - - o M v M ut inn no mx i n v1 •^ EL = 1297.79 ¢� 1 PI 0 14+66.27 111 O 4=3.a7' z g+o ral + �.- .ry .M •a •m •n .`� oN 16 �z © 5 VC PLO 1,8+17.61 �o coUo oc og +rn+mo Mo Momo morn o+m JPI U"�aMo �Sm EL = 1297.63 - - - -8 vzQrnxn� PI 0 6+04.14 r w�1300CL ��N N NON^ry^N �no^gea >�� gn ^van<roN� mamaEL 129rUVU CD< �Sa n"oM �maDnnMn 8 - -Mdm - $m�� RNu i ^� .� •o n .n �U •'c. .v LI o Q . �xn7rn+na0 on a ra ¢ a r rn m 'm 2.00i .11W 2.11$ •-N�N�rn+nin r�i nrn o '0u +n n+n+n+n xn o�m m ^ 'a ,.�� limn 'N na0 +n+n+n �N N�O� O +m) Y fAY(na rna rnY rn n (» ,m)«)(A V g,,,, �. O n Of n m Wm1 cc fAm)to a m m PROP SURFAC N°i ?m)�p w �n 8 p } < N�N•" N•-N +n+ �� •N N p M W N N�N.- N W^ m op NOf V1 O� +t0+ $m 'Yb�i*'Fi }N +N O +N+ +v1 N O n m .-ry�ry wtO rnm mi+ _ _ n� ^� 0.64%^ 0.647 N�N it N N 0.50% N 1•60% OP SIARFA �pO-0OO--- 3'26 0.50% 1.00%^ � SURFAC s.O6x '¢,per.f!N2 08% 1.27% n PT 0 0.86% 23.58' 50' vc EXIST SURFACE 3 07 a.D� 2.00% CURB RETURN _ EL = 1300.17 _ _ _ - 0' VC M N eg PI01,+ n - - - - - - - - - - - - - - - - - - - - - - -Bo_ YQ _ - - - - - - - _ - .}�Mn mlO rnN ml m) - - - - - - - o^< 0 ^ M EL = 1297.84 ® 8 EXIST SURFACE PI 0 14+66.27 5 ' VC Q �mo O10 mo rno m g o; „fOt+"-m F 18 RT 0 EL = 1297.63 PI 0 6+04.14 r"" w�,` g N a U 23.37' 4' $NI N�� n ¢�°fir 7.84 nCxncnonx nC TEL = 1296.94 OC - - 1300RT ag _ q,=s.e,' m �N V)Mnp m)a0rm OO U 8 Nrn rN rn rNr r 8 a N .o n •rn r MbI r .m .c c�a U LIa�� m m EXIST SURFAC + m rli c�+N 2•i T N N W+n in N O r r r •^ OI O O� m)n U Oi n N r r r r r fn +n+n+n+n+n mn QM rnm n _ a rna rnv xnv rnarn M TOP OF CURB ^ry�N°i M rn NT +m �N�N��•-^�N n rn N rn �� Z .1) m (77 Qt Q M M V +n+m) m)+m) m) + N W& WH�+.- '+ (O Mf0 �N �N�N N�NN xOV p1 (n n 0.71% N>� R NInN i6 RT OF N N Y in n n + M 0.50% •-o' SEE ESCAVERA ST �p 0,82% 3'42'T ^N ^ry 1.00% TOP OF CURB FOR CURB RETURNS .32% TOP RT URB 3.42R' o 0.71% SEE IGHT FOR 18 RT � - _ - - TOP OF CURB 18 RT OF 0.23 OR WNT[NUATI CURB RETURN PROFILE HORIZ. 1"=40' m VERT. 1"=4' 10 11 12 13 14 15 16 17 18 19 20 W o � W� N F o N a g M o �zI UL!'N Badalona St SEE SHEET7 "� nc� �� ^�P^3 ' `c 00 1 37 36 35 34 Y 33 32 � I 31 30 29 28 27 26 \2,5 24 23 22 21 I30.00' 45.00' W45.W. 43.29' 91 L.32.37' 3.00 45.00' 45.00' / 45 45.00' 45.00' 45.00' 45.00' 45.00' 27.04' J =11 00.00 IV- TNT t 1 1 N36'53'51'E t2 3 7 _ 14 m - 16 1 �> ,__ _ CURB DATA 15 N36 53 E ' en DELTA BRG RADIUS LENGTH REMARK 'FL 1 5 1 C m 9 10 1 1 90 00 00 20.00 31.42 CURB -.. ..:. .. ..-. . .. .: ... 4 C 90 00 00 15.00 23.56 CURB - - - - - --_ �� _-- -- 3 A-41 52 39 66.00 48.24 CURB _ aB - W. .. ` �B 1 - ..- -. 4 n=32 01 28 34.00 19.00 CURB 45.00' ' O 19 5 A-73 27 OB 55.00 19.23 CURB 8 .- I I N36.53'S1'E 77 78 - 6 1 1 L=14. 1 N 7 &39 34 5 118.00 23,37' CURB CURB DRIVEWAY DATA ® 16 163 164 65 166 167 168 16 - W.^ ,I 8 x 90 00 W 18.00 165.03 CURB a 90 00 00 15.00 23.56 CURB LOT/ DRY STATION WIDTH - 10 a 90 00 00 15.00 23.56 CURB 16 STA: 17+21.66 16 I I „ •LOT J L=2.00 . . 17 STA. 18+26.99 16 Sedona t LOT 11 n=52 01 12 45.00 40.86 CURB 18 STA. 1e+z6.ss 16 s� 3CaVera t 17 SEE SHEET 6 �� , 12 A--52 40 12 33.00 29.96 CURB 19 STA. 18+56.99 16 _ N SEE SHEET 5 g 18 19 20 13 a as 40 OJ 33.00 51.07 CURB 20 STA 19+06.99 16 r `3' ,o U U 14 0=88 40 03 10,00 15.48 CURB 21 STA.' 17+62.49 16 � �{ 15 N36 53 51 E 4.00 CENTERLINE 22 STA;- 17+81.59 16 8 16 17 -45 03 02 1 5-0 00 0.00 23 -CENTERLINE 23 STA: i6+81.59 16 Verona Street 5 Sedona Street s 18 &31 47 46 1-1T-1 55.49 CENTERLINE 24 STA. 16+50.92 16 8 25 STA. 15+g1.59 16 26 STA: 15+01.59 16 STA: 10+00.00 TO STA: 12+59.47 STA: 12+59.47 TO STA: 19+35.46 � Construction O es Uan I le8 d 27 STA.' 14+70.92 16LL DESCRIPTION QUANTITY 28 STA. 14+11.59 16 20 PLACE 5 AC OVER 11 CLASS 11 BA PAVING 43,300 SF z9 STA. 14+0.92 16 21 PLACE 3 AC OVER 6 CLASS II BASE PAVING 200,000 Sf 30 STA. 13+24.15 16 22 SAWCUT EXISTING AC PAVING 1,700 LF N 31 STk 13+24.15 16' 23 CONSTRUCT 6 CURB 4 GUTTER PER COUNTY STD. 200 13,20033 32 STA; 12+99.84 16 STA: 12+07.21 16 24 CONSTRUCT CROSS GUTTER PER COUNTY STD. 209 6 200 SF 34 STA: 11+67.50 16 25 CMTRLCT CU8 E GUIIER PER COLNTY SM 201(MODIFIED TO 12 OF 650 LF 35 STA. 11+36.82 16 26 CONSTRUCT CURB RAM' CASE B PER COUNTY STD. 403 38 EA 36 STA. 10+77,38 16 27 CONSTRUCT SIDEWALK PER COUNTY STD. 401 67,600 SF g MODIFIED TO 6 60 LF 162 STA. 13+ g 37 STA: 10+48. 16 28 CONSTRUCT 6 CURB PER COUNTY STD.204 29 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD.300 62 LF 163 STA. 13+93.64.64 16 g 64 30 CONSTRUCT GUTTER DEPRESSION PER COUNTY STD. 311 202 LF 2 16 31 STREET LIGHT SEE STREET LIGHT PLAN N A STA. 14+ 4 STA: 14+03.3.64 6 16 32 0.15 GRIND 1 &OVERLAY EXIST AC 1,850 SF 165 C 166 STA: 15+13.23 16 40 0 40 80 120 33 PLACE 4 AC OVER 7 CLASS 11 BASE PAVING 20,00 SF 34 CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY STD. 309 38 LF STA: 15+73.64 16 35 CONSTRUCT SIDEWALK PER COUNTY STD.401 MODIFIED TO BE AC), 1,000 SF 168 STA., 16+03.6 4 16 GRAPHIC SCALE 36 CONSTRUCT DWY PER DETAIL ON SHEET 14 170 EA BENCHMARK BASIS OF BEARINGS: APPROVED BY: PREPARED UNDER THE City of Lake Elsinore UNDERGROUND SHEET SERVICE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE P E /Oq SUPERVISION OF: ALERT 2)¢" BRASS DISK IN TOP OF CURB THE BASIS OF BEARING IS THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND IN THE COUNTY OF RIVERSIDE, CALIFORNIA 8 CALTRANS BENCH MARK 13C93 CENTERLINE OF MACHADO STREET AS STATE LAWS, AND A PERMIT CAN BE ISSUED' Street Improvement Plan a _ • • �r CALL: TOLL FREE SHOWN BY PM 7%0, RIVERSIDE COUNTY NO. C55955 z �N 'V'' Verona Street 0 SHTS. 1-800-227-2600 RECORDS, BEING NORTH 36'55'05" Exp.12/31/06 STA: 10+00.00 TO STA: 12+59.47 EAST y/ e CIVIL R.C. . C55955 12/31 O6 'NN�tHNG SURVEVING 1ANDPlANNNNG Sedona Street FILE N0. MARK REVISIONS APPR DATE41593 WINCHESTER RD. SUITE 120 TEAECULA CA 92590 STA: 12+59.47 TO STA: 19+35.46 IN WORIaNG DAYS BEFORE YOU DIG V T = 1280.129 KEf�SL �Sb'�ST5 Elu! )e pf• DESIGNED BY DRAWN BY CHECKED BY MF DATE 3/07/05 951.269.1292 951.269.1164 FAX 11/1.0 Q 50' VC PI D 12+12.02 50' VC O 10 EXIST SURFACE EL = XIS:r No ACE w onFa0o oV _ - - - Urn M o•rrN rWv No - _ - -1294.77 UF � o S Or. UN - - I. 0rnN0 o UrnN po0 UNm OoUrnN 16 L 0 o OC � 7F« N0H O - r. Oo DONn,00,o TOP OF CURB N ++ N O 0 N Nz-m rn�ON ON ON O M +a+.+ V rn0 rn rn }O16LT OF rnM rnM rnM rn�rn �N +N-N-N-NO N 1295LT 0.50% 0.50% M wmN- 0.50% SEE RIGHT Fat:. SEE RIGHT Fat TOP OF CURB CURB RETURN RETUdN B 16 LT OF rp 8 0 50' VC -ao - 50' VC PT 12+12.02 50 VC aw 23.56' 23.56I' - - - - - - - - - - - ef4.5�' z 49 B 11 W W N Mo- - - - - _ - N EL - 1294.72 - 1294-7 mac: N coU EXIST SURFACE NUN.UN UN UN U a U - N o. - U c1 ��_ ON._ 000000 U U O¢N¢O¢N¢O¢ O¢ U U U U ¢-' Nu oaro $¢N¢o¢N¢g¢ ®q I�noiacvasVn o0 o¢v�iaoau�'laoa APO eo a`N�¢ 00tO e P km=p`,8 m .ZN7 r r V t0 V pp Urn .� .N •M O N t0 V r r n VO tiA N�O� <p�� O OdN $ 5 OM ,po MNN VN NO rMN PROP SURFACE +N+N+N+N+N +N NM rN<p6V N p N N aWiN ¢� N3 O++(3�_v '+Vt V�+V+VmV nn �N-N�N�N�N M(rnV +<�+v`+O Q+a°+'a YrniN LaV V��OVi O>OVi�rn �+N -2 rn �'$$�11�' N< N OrnO rnO rnO rn00) ®Y '- ENV.- + +V tN �pN M3I ��W. MrnM rnM rnM rnMrn +N rnN ^� W� aka N�N�N�N•-N .:m.2 N N N N } V Vrn d. } N w' 1295CL .I - - � � � o.so% 0.so% N N v 0.53% _ _ a n 1.60% ' ,.eo CURB RETURN_A CURB RETURN C EXIST SURFACE 50' VC O _ 50' VC 16 RT OF PI 12+12.02 50' VC 1p EXIST SURFACE 22.53' 25,.52' q/4-s.z•.vN c �.�pfE.�ao+�rn=-oo rrn.orl rm$O rm. - - oI��+v-Na��aoni fa-Nv�ao�w� _ _ - - -go�- V N N•�NN '°N' •.aN... _ _ _ -N<N- -a 0N0 G _ 300 Uw`U rn0 � oL1 94.7 NUN UNUN UNU U _ E_ -294�7 0C OC , C-Oo'n0 m� no 0H 0, ° N •�m no mM9 +rnrnNrnNrnrn o N rn + ro '0 uim 0+ +on vi v +aa+oa+v 16 R-TO F rn +v+ �ONNo� rn � wNUN-MN rnM rnM rnM rn mN+ _.. ♦vJ UoY�io-oN0"�r✓i0 o-p�0"gg <'a+ 50% .-�.YN.o--gb'4-N1295pT O. . % TOP OF CUR SEER 16TT R OF S RETURN .._.. ..CURB RETURN CURB RETURN e PROFILE HORIZ. 1"=40' VERT. 1" 4' 9 10 11 12 13 14 15 16 17 DRIVEWAY DATA LOT A DWY STATION WIDTH 10 STA 14+95.66 16 - 11 STA: 15+36.33 16 12 STA: 15+60.68 13 N 13 STA: 15+60.68 13 14 STA: 15+27.16 16 15 STA: 14+77.02 16 n 146 STA: 10+65.55 16 Sedona St 148 siA. i�5.55T i6 + + SEE SHEET 6 N N M � � 149 STA: 11+85.13 150 STA 12+45.55 00 Esca vera St}�I +R R 151 STA 12+75.13 SEE SHEET 5 152 STA: 13+35.55 s 161 160 159 158 157 156 155 154 s STA: i3+sss�a - 155 STA: 13+34.87 04' 45.00' 45.00' 45.00' 45 00' 45.00' 45.00' 0.00' / v. 156 STA 12+74.87 _ 157 STA: 12+44.87 W �,?9 15 14 ,56 STA: 11+54.87 16 INT 3 3 5 r 7 ' L=8.12' 159 A• 11+54 87 16- 2 � 13,.. _ STA: 1 Z + 21 N36°53'51'E 1, 6+ _I� /, =3.63' 160 STA: 10+64.87 16 'C T`e 4 ��9� 6 .: 161 STA: 10+64.87 16 11 \�`11 _Ng36'53'5 1 � (X.E✓B DATA 14+24.04 M=RANO S .2�I' 1 1T90 00 00 RADIUS LENGTH L 56 REMARK CURB p 14 147 148 149 150 151 _1�"�5152 vFnR, ST 153 L�.64' L=3.63' I 2 90 00 00 15.00 23.56 CURB 3 0=90 00 00 15.00 23.56 CURB 4 o-90 00 00 15.00 23.56 CURB 5 o-86 03 38 15.00 22.5 CURB 10 11 12 6 a 97 29 41 1 .00 1. m .52 a 7 A-25 36 23 116.00 51.57 6 a 29 32 45 1Q 0.W 51.57 CENTDRLINE o 9 a 22 0.3 04 84.00 32.33 CURB i----=J-I - ,0 o-29 32 48 84.00 43.32 am m 11 0=29 32 45 100.00 1 51.57 CENTERLINE Merano Street 12 a-29 32 48 116.00 59.82 CURB z STA: 10+00.00 TO STA: 15+70.05 Construction Notes uan I les d m III DESCRIPTION QUANTITY a Ns 20 PLACE 5 AC OVER 11 CLASS II BASE PAVING 43,300 SF 2 21 PLACE 3 AC OVER 6 CLASS II BASE PAVING 200,000 S 22 SAWCUT EXISTING AC PAVING 1,700 LF 23 CONSTRUCT 6 CURB&GUTTER PER COUNTY STD. TOO 13,200 LF 24 CONSTRUCT CROSS GUTTER PER COUNTY SID. 2U9 6,900 SF 25 CINSTHIIGT OM It GURER PER COUNTY SID 201(MODIFIED TO 12°OF) 650 LF 26 CONSTRUCT CURB RAMP CASE B PER COUNTY STD. 403 38 EA 27 CONSTRUCT SIDEWALK PER COUNTY STD. 401 67.600 SF 28 CONSTRUCT 6 CURB PER COUNTY STD.204 MODIFIED TO 6 60 LF 29 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD. 300 62 LF 30 CONSTRUCT GUTTER DEPRESSION PER COUNTY STD. 311 202 LF 31 STREET LIGHT SEE STREET LIGHT PLAN N/A 32 0.15 GRIND&OVERLAY EXIST AC 1,850 SF 40 0 40 80 120 33 PLACE 4 AC OVER 7 CLASS II BASE PAVING 20,000 SF 34 CONSTRUCT LINDER SIDEWALK DRAIN PER COUNTY STD. 309 38 LF 35 CONSTRUCT SIDEWALK PER COUNTY SID.401 MODIFIED TO BE AC 1,000 SF GRAPHIC SCALE 36 CONSTRUCT DWY PER DETAIL O1 SlfET 14 170 EA BENCHMARK BASIS of BEARINGS: APPROVED BY: PREPARED UNDER THE City of Lake Elsinore SHEET UNDERGROUND (t E.S Oyq SUPERVISION OF: IN THE COUNTY OF RIVERSIDE, CALIFORNIA SERVICE TH SE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 9 2J4" BRASS DISK IN TOP OF CURB THE BASIS OF BEARING IS THE APPROPRIATE COHDITIOHS OF OEVELaPA£MT AND/at CITY AND Street Improvement Plan ALERT STATE LAWS, AND A PERMIT CAN BE ISSUED. y j• • t CALTRANS BENCH MARK 13C93 CENTERLINE OF MACHADO STREET AS - �VII OF]-5SHTS. CALL: TOLL FREE SHOWN BY PM Tkzo, RIVERSIDE COUNTY N0.C55955 1-800-227-260( RECORDS, BEING NORTH 36-55'O5" Exp.12/31/06 MeranoStreet FILE NO. EAST e/ Q Q_ s_ CIVIL �p R.C.E. C559 EXP 12 31 O6 '+ ENO SURVEYING IAND NANNING MARK REVISIONS APPR DATE E 41593 WINCHESTER RD, SUITE 120 TEMECULA CA 92590 STA: 10+00.00 TO STA: 15+70.05 L@ TWO WORgNG DAYS BffORE Yql qG EL V T ON= 12 0.1 9 N F.�/. OL to oT DESIGNED BY DRAWN BY CHECKED BY CAl1F DATE 3/07/05 951.269.1292 951.269.1164 FAX BY OAl ty1:�.Gi! 0 4+65.99 1 50' VC 6 0 4=5.89' 50' VC 18 LT OF - 50' 22.007' PI O 12+14.71 50' VC 24. 6' : PI O 10+58.00 50' VC 0 VC 5 VC PI O 13 PI 12+10.00 PI O 13+62.05 EL 1287.61 PI O 13+04.99 E = 1293.41 W .22' PI O 11+24.99 EL = 1287.69 q/�ssz' _ _ _ ouOU0 EL 1287.86 -U U�o�o-U EL = 1292.88 o rrrrr� EL = 1287.28 EL = 1287.38 Urn Um Urn UmU U��~ - - - - - _ _ - - - oU r�r^r�r _ - _pm S w` - - - w NWn�a"m UO IU- oUo 000UOU rnrar rv2o2,!co c v Wo8 �"rce 129OLT or EXIST SURFACE ,� M or 0Uv>Um mU_ rn Wnm�nMoor U U mom Urn Urn UrnU oru� or�n ror momU orn UmuO1 ry rw ra r°1.� r m � N M M N - - -J r r O r p r . NNmKrn oW 16 LT OF W M o •a •m �5; a n Wmm •w9 .po nm0 �� rrn N��m vri vi 0n onc�i°n°uin rn aim .�rcDm'^ ,nn co�nm m� w 1295LT p ' TOP OF CURB 'M MN MT n+M oN mw nN Wa mo am _ � 1 �N T�.�n+nmO+ . E +n+WNW6 LT OF MOn+NW)M+ -O NO O mW N" - - -+n+n n✓+n+�f WM W M m- M ! 0.50% 50% +- - - - oo MN N ' N+N IN IN=2.90% TOP CURB 50 H 9 G vrivri a 1B T OF ' VC N m� Nr U mm� �Zm + �aN ��o - z mv'rn 50' VC Uo m 50' VC EL= 1287.86 ow m a Z JZ N 50' VC 50' VC J irN Zo m 50' VC Woo._ 5 VC as cmv FR 9 PI 0 12+14.71 ¢w N PI O 10+58.00 �o w EXIST SURFACE PI O 13+62.05 J>rn �'In PI O 13+04.99 EXIST SURF w o m PI O 10+61.99 E 1293.36 m EL = 1287.61 PI O 11+24.99 vim LJO EL = 1292.60 _ O�- - - - U U�U�U�U o U EL = 1292.63 w c¢i`v W� U EL = 1287.28 o ltcw EL = 1287.38 O ww F N z m JOB - _ - - _ -0O¢ �¢ ¢�¢N¢^¢ O¢ mUin UN Ui[]UWU mL'ym - OZ O¢ U U 1295CL - ^_ n�m Q<QO�QQ 6T N NY OM nN NmN- - - - -0 - - O EO E C OM O np��Op p¢N^O ¢Q QO�N �O�N O�N t<0 M ¢� �a O ON Z 12JVL/LD.1.1.m.. N n W •N •d' 'NO + •+ + + nn0>�ON LLWI?�nN mI� �M,Z O+C� M .m� .Ip •m0 .!� N N�N�N�N N +N+N+N+N+N+ +�N ncp 11 O N+mom{ap m n n+n+h+^ - - �_ _ n +n+n n+n+n �' ++ O� f �'O TO O"i00Ni0 m+N;-r4 O�i MNM NMI N�N�N ��n<+ : 1.8 O"ONO NON Om`-W�m^W7W �N PF - - -N mNW N^WMN Om �N�N�N�N�N •-< 4%^^^f �"^"�"�" D.51E - 0.50% 0.50% 0.51% 2. 1.73 1. 1 92% n f 0.50%^ �0.68% PROP SURFACE 5 O 50' VC O 0 4=5.89 50' VC 5 , VC .56' 50' VC EXIST SURFACE PI O 12+14.71 PI 0 10+58.00 50' VC 24.86' PI O 10+61.99 2 _07' EL = 1287.61 PI O 11+24.99 * EX RT OF 4-5.E9' -16 FIT OF - E - 1293 41 PI O 13 04.99 EL 1292.65 as•52' UUUUU� EL - 1287.38 -o o�U�U�o U rrrr U U EL = 1287.28 YU �o r;r rl�rN�r`r oo rn u"iu"7artOi wor Uo�olU- rn�arU-rn�aPH vri wo m�vr rU-c�rnw 1290RT ��c>c�c>gUm o0 inor 1295RT - - rr ram` vrrnr m M`M"Mm"- - - - - _ - - - - or � �_ _ _ m p ,mOMm rn O N ^'. m s .N .M Ir n m •m n O W O m 'N m 4,rn a--�a onm n TOP OF C1RB +M M+Mom-Fs <'M < •mpp� v� v N vn6. OOi00Ni00i00i 16 RT GF � ^N N�N�N�N N - M01 � g,N m - � +ONTO m+W Om�W`-m� Y OO 00 oD WII n +n+nati+•- NN � cmi �i O� N+ - + - �N�N�(V�N�0.50% 0.65% + O N N�N�N- SEE ACVIST RIBBON GUTTER 0.65% 0.50%- 0.69%- FOR -RETURNS'- -0.50%. -0�1 - TOP OF CURB TOP CURB 18 :RT OF @ 16 T OF S p PROFILE a HORIZ. 1"=40' CC VERT. 1"=4' G 10 11 12 13 14 15 10 11 12 13 14 15 z M � *� Xi fi1H9• �. �Pi.: i * ( � 9 °p -III � iiE 116 115 114 113 112 111 110 10 145 144 143 142 141 140 139 138 cv 1 8 p��II. �w 45.00' .00' =I 39. ' 45.16' 45.00' 45.00' 45.00' 45.00' 45.00' 4.OD' - = _ �. W :Il��il =18+ MIST, �' 40 45.00' 45 00 45 00 45.00 45.00 � � 14+ • 1 .I` ,. __ (in °f'II tl ,, r:.. .�_ ��, :-. :: IM iNhi �iNO °. 1 _��it...,,i, � � NT � P� Iii it i ID ._� i � 6 -- + 'II ii. .:4.II �1f'iP �� II 'i i = � 1� 'ii iy ,I-,;; i- rl � A `a ,... t' 1' ,.I __., 1-' _-SI = 11 r-:.i, -_ +,..uWw.,�4`Ww""",'t. ,,.r .k�i v ..." �� 14+2731 ESCAVERA ST7I .-1 - .... �.. .I^.^+E^,�^^,�.,^,F'" 77 - �'� i. 4 -, `T1 _ - Ali L .r �► .,,•. n 2 i a" 7777 �, i , • .: -,:. �i� ,li ._ II i � i'��i(��l'_� I� - �' � �� -1 pi I -- __ i�, WA - , g 3 16 a' 7 1 2. vi 3 TCili li 6 132 133 134 135 136 137 1 .00' Lot ��iii _ 97 102 - 103 108i LOT B N 4,, Escaaveera St e n Sedona St Escavera St Sedona St N 5 Alviso Sf o D DRIVEWAY DATA ® Sff SLEET 6 ~ SEE SHEET 13 ,^q ,� LOT d DWY STATION WIDTH *� SEE SHEET 5 Sff SHEET 12 * + p'1 Z 109 STA, 13+65.49 16 z 110 STA: 13+34.82 16 G o C 111 STA: 12+74.83 16 Seville Street a m Construction Notes + Ouantities 9 112 STA: 12+44.82 16 Estancia Street DESCRIPTION QUANTITY a 113 STA 11+84.83 16 STA: 10+00.00 TO STA: 1 4+24.04 20 PLACE 5 AC OVER 11 0_ASS II BASE PAVING 43,300 SF 'z M 114 STA: 11+54.82 16 115 STA: 10+94.83 16 STA: 10+00.00 TO STA: 14+24.04 21 PLACE 3 AC OVER 6 CLASS II BASE PAVING 200,000 u� 116 STA 10+64.82 16 22 SAWCUT EXISTING AC PAVING 1,700 LF s 23 CONSTRUCT 6 CURB&GUTTER PER COUNTY STD. 200 13,200 LF 132 STA: 10+65.17 16 g 133 STA: 10+5.17 16 24 CONSTRUCT CROSS GUTTER PER COUNTY STD. 209 6,200 SF 134 STA. 11+55.17 16 25 OJNS7RUCT OIIZB t 6UfTER FO2 COUNTY 6N 201(MODIFIED TO tY OF) 650 LF 135 STA 11+85.17 16 26 CONSTRUCT CURB RAM' CASE B PER COUNTY STD. 403 38 EA 135 STA: 12+45.17 16 27 CONSTRUCT SIDEWALK PER COUNTY STD. 401 67,600 SF 136 STA: 12+45.17 16 28 CO4STRUCT 6 CURB PER C"TY SID.204 MODIFIED TO 6 60 LF 137 STA., 13+75.17 16 CLRB DATA CURB DATA 29 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD.300 62 LF �.. 139 STA. 13+28.87 16 Q DELTA GRG RADIUS LENGTH REMARK DD_TA BRG RADIUS LENGTH REMARK 30 CONSTRUCT GUTTER DEPRESSION PER COUNTY--STD. 311 202 LF 140 STk 12+68.87 16 1 a 84 19 09 15.00 22.07 1 a 90 00 00 15.00 23.56 31 STREET LIOiT SEE STREET LIGHT PLAN N A zI 141 STk 12+38.87 16 2 e=94 58 32 15.00 24.86 2 e=90 00 00 15.00 23.56 32 0.15(MIND OVERLAY EXIST AC 1,850 SF I! 142 STA: 11+78.87 16 3 A=90 00 00 3.00 4.71 40 0 40 80 120 3 a 90 00 00 15.00 23.56 33 PLACE 4 AC OVER 7 CLASS II BASE PAVING 20,000 SF 143 STk 11+48.87 16 4 &90 00 04 3.00 4.71 4 n=90 00 00 15.00 23.56 34 CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY STD. 309 1, LF 144 STk 10+88.87 16 5 A=84 19 11 15.00 22.07 5 a 90 00 00 15,00 23.56 35 CONSTRUCT SIDEWALK PER COU4TY STD.401 MODIFIED TO ff AC 1,000 SF m 145 STA., 10+58.87 16 6 &94 58 32 15,00 24.86 GRAPHIC SCALE 6 a=89 59 46 15.00 23.56 36 COSTRUCT DWY PER DETAIL ON SHEET 14 170 EA UNDERGROUND BENCHMARK BASIS OF BEARINGS: APPROVED BY: PREPARED UNDER THE City of Lake Elsinore SHEET SUPERVISION OF: IN THE COUNTY OF RIVERSIDE, CALIFORNIA 10 APPROPRIATE SERVICE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE CONDITIONS OF DEVELOPMENT AND/OR C[TY AND Street Improvement Plan ALERT 2XZ" BRASS DISK IN TOP OF CURB THE BASIS OF BEARING IS THE STATE LAWS, AND A PERMIT CAN BE ISSUED. CALTRANS BENCH MARK 13C93 CENTERLINE OF MACHADO STREET AS Seville Street OF]�SHTS. CALL: TOLL FREE SHOWN BY PM 7%o, RIVERSIDE COUNTY N0.C55955 STA. 10+00.00 TO STA: 14+24.04 1-800-227-2600 RECORDS, BEING NORTH 36.55'05" Ezp.12/31/06 Estancia Street FILE NO. EAST a/ Q CIVIL R.C.E. C55955 P 12 31 O6 ENGINEERING93I SURVEYING UND nULA CA /�.•" MARK REVISIONS APPR DATE 41593 WINCHESTER RD, SUITE 120 TEMECULA CA 92590 STA. 10+00.00 TO STA. 14+24.D4 � 1 951.269+1292 951.269,1164 FAX TWO BEFpE YqI TON = 1 t L 6kP cG�J•�S- DESIGNED BY DRAWN BY CHECKED BY DATE 3/07/05 n O 23.56' 50' VC 50' VC 0 a+=5.�'PI O 10+56.01 50' VC P[ O 14+31.24 22.07' '22;07' 22.07' DEL 1291.79 PI O 12+82. 9 EL 1291.28 a4"5.52' a4.5.52 4c5.52' 1295LT O1295 f�O+�n�°I-�^o+o�8 EXIST SURFACE oX p c T T cc �OO� p�nNiFXON,N3mN SN� 6 LT OF 6 + 6- LT OF¢T 6� r�!oR10 o v rn WN �m o OF CURB+ ................. - -.....-'--......._....... cN1 YX,RB RETUdJ RETURN ICURB RETURN A CURB RETURN D NN �<< wE 50' VC 00< V)v~ia � 0 crna PI 0 10+56.00 50' VC 6<� 50' VC 50' VC 50' VC �90 24.886' � 1295CL 00^ EL = 1291.74 PI 0 11+59.01 woo PI 0 14+31.24 o o Uo coo coo Uo U U EL 1290.69 o N PI 0 12+82 9 EL - 1291.23 PI 0 15+83 5 KIN q/a6.12' ..__. _ ........._ ......_.-__ __._..---._... +N11 3 +�.r+ °a°.: 1 o�_.<�.- .-qq1`!��•v,., mmN�� N N�rt�1 EXIST SU-RFACE onmo U<�O w . J no<cn<0<In rn^ mO o .,� m OQFEP SUNNYnn 10 O 0 0+ rna Orn0rnO m N +m n ++ WOO+ O v+rnv+rn N^N N 0+ m0N 0� Una �+ - + - h +2 s6 .OZ% o "Q7YW'"�aQXi u�ZZ`PSi nN. 0.50% O CURB RETURN B 23.56' S0' VC XIST SURFACE PI 0 10+56.00 16' RT OF Pk 50' VC - EL 291.284 2�88 O6.' --. a4•s.�' so' vc so' vc �Qn EL 1291.7. PI 0 11+59.01 pl 0 12+82. 9 PI O 15+83. 5 1295RT EL = 1290.74 aN6.22' n74F6.22' 1295 _ - - nwn aN� n._Hf.Ma��I�rnND.I�o"1t^DmID m•��INn _ - O-FDcvIf-n HD-.O-FrnI-n•FD ffi FD U Urn Urn Urn rnU no�m•,onnn U�iUor Uv Marn�u�m M N ' .mN%N'Nro l 16 IT O+ I N Y +N+� +0+0+0+0VO oD TOP OF CURB r N rn aL7 -NmN mmnR C, 'o mJ U8 8Uoo�U°��mU'm8, ti8$CURB RETURN SEERIB FF p ._-_-__..__.... ...................._._..__..-_......-_..........____ __ CURB RETURN C PROFILE § HORIZ. 1"=40' VERT. 1"=4' 10 11 12 13 14 15 16 17 N DRIVEWAY DATA g LOT#1 q DWY STATION WIDTH 1171 STA: 12+80.50 16 Badalona St +- R Sedona St r, E +R 'E +'Escavera St 1181 STA 13+10.08 16 SEE SHEET 7 SEE SHEET 6 SEE SHEET 5 119 1 STA 13+70.50 16 120 1 STA 14+60.50 16 121 STA 14+90.0 16 65 90 I 131 130 129 128 127 126 125 Lot N 124 STA 15+80.50 1s 123 STA 15+50.50 16 + r� I G1IMMUNITY C ER 124 sTA 15+80.50 16 =1+1 ,8 .RNA % 125 STA 15+41.17 16 i ¢INT /. 126 STA, 15+11.17 16 75.00' 75.00' 42. 45.00' 45.00' 45.00' 45.00' 45.00' 50.00' 38.75' 127 STA: 14+51.17 16 .. w- .. .: .. .. W.: .. b� _ +q L 128 STA 14+21.17 i6 ¢INT i 1 11 3 5 13 '0114 21 15 '� 16 7 _+N 129 STA 13+61.17 16 N36'53 51•E -+----- - + I- -� -I- - - ¢INT k 13+31.40 16 A 12+86.It 16 DLLT BRG RADIUS LENGTH REMARK I I 1 a=90 00 00 15.00 23.56 14) 64 91 117 118 119 120 121 122 123 124 z so 00 00 15.00 23.56 3 84 19 09 15.00P 22.07 4 37 94 58 32 15.00 24.86 5 A-94 58 32 15.00 24.86 0 0 6 A=84 19 O9 15.00 22.07 m 7 A=84 19 09 15. 00 22.07 _ 8 A-95 01 57 15.00 24.88 v z Construction Notes Cuan i 1es a DESCRIPTION QUANTITY m 20 PLACE 5 AC OVER 11 CLASS 11 BASE PAVING 43,300 SF Leon Street 21 PLACE 3 AC OVER 6 CLASS 11 BASE PAVING 200,000 S N 22 SAWCUT EXISTING AC PAVING 1,700 LF STA: 1 0+00.00 TO STA: 1 6+45.08 23 CONSTRUCT s CURB&GUTTER PER COUNTY STD. 200 13.200 LF 24 CONSTRUCT CROSS GUTTER PER COUNTY STD. 209 6.200 SF 25 CONSTRUCT CM k BUTTER PER COUNTY SID 201 MODIFIED TO 12 OF 650 LF 26 CONSTRUCT CURB RAAP CASE B PER COUNTY STD. 403 38 EA 27 CONSTRUCT SIDEWALK PER COUNTY STD. 401 67,600 SF d 28 CONSTRUCT 6 CURB PER COUNTY STD.204 MODIFIED TO 6 60 LF 29 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD. 300 62 LIF 30 CONSTRUCT GUTTER DEPRESSION PER COUNTY STD. 311 202 LF 31 STREET LIGHT SEE STREET LIGHT PLAN N A 32 0.15 GRIND k OVERLAY EXIST AC 1,8 SF " 40 0 40 80 120 33 PLACE 4 AC OVER 7 CLASS 11 BASE PAVING 20 000 SF 34 CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY STD. 309 38 LF 35 CONSTRUCT SIDEWALK PER COUNTY SID.401 MODIFIED TO BE AC 1,000 SF m GRAPHIC SCALE 36 CONSTRUCT DWY PER DETAIL ON SHEET 14 17D EA BENCHMARK BASIS OF BEARINGS: APPROVED BY: PREPARED UNDER THE City of Lake Elsinore SHEET UNDERGROUND DC SUPERVISION OF: SERVICE TNESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IN THE COUNTY OF RIVERSIDE, CALIFORa APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND Street Improvement Plan I 1 ALERT 2Nz" BRASS DISK IN TOP OF CURB THE BASIS OF BEARING IS THE STATE LAWS. AM A PERMIT CAN BE ISSUED. y • •CALTRANS BENCH MARK 13C93 CENTERLINE OF MACHADO STREET AS �� ''V'' OF]�SHTS. CALL: TOLL FREE SHOWN BY PM 7&, RIVERSIDE COUNTY NO.1-800-227-2600 RECORDS, BEING NORTH 36'55'O5" Exp. Leon Street FILE NO. EAST ,,/ , R.C.E. C 595 12 31 06 6NGIN�INNIG 6URVLWINc IANOPUNNINc STA: 104-00.00 TO STA: 16+45.08 MARK REVISIONS APPR DATE ', 41593 WINCHESTER RD, SUITE 120 TEMECULA CA 92590 DATE 3/D7/OS 951.269.1292 951,269.1164 FAX TWO WORKING DAYS BOV E YOU OIG E EVATION 1280.129 REfT�EOFfAK.U.L. =�Si'5 Eh� oL 3• or DESIGNED BY DRAWN BY CHECKED BY --- k�'r Y N%A-00 L R a Oj Itp'V uMD-, vni EXISI SURFACE rn + 28.21' [+]o0 0 16 o T OF 9 ,�'$I 4N _�mN ON 4-7.05 OC ^ - ' ^rn FOk W R D - 0.50% 1290LT �� m oK - - - - - - 129OLT �utaam +n ol N� 18 LT OF�, - +°N° 16 IT OF fk` �+co N N SEE SEDONA ST NN Q \ ro3 0 - - _ -O_J2Z FOR CONTINUATION [P -0756 E TOP OF URB F oo N 18 LT F ¢ N ¢ o, ¢ °i O� g,o EXIST SURFACE >o z SN 24 299 G^0 'o O�� ' +dam N�a 50' VC O ¢arn �' PROP SURFACE o n ¢F OI Of C'JN O+D O 4� z PI 0 10+8 .84 lJ o m EL = 1286.73 cD 1290CL ;� Qa< y` o� gig + - - - - _ _ .50%- - - - - - - - oa .,, 1290CL aa Q O -Z N�MO �� ' �}�O^p N N EXIST SURFACE ° n OD +O NN 2 0�, �+ cow ow N M In+a1Doo + N 0.58% 2.46% jRFAGE EXIST SURFACE m d7 O 'er o� 16 RT OF� + 2 50' VC 00 o m TOP OF CURBwN 31.41' PI 0 10+8 .84 cmlo OC °'�N `� 16 T OF rE 1290RT 4=7.85 EL = 1286.73 _ - - - - - _0.50% - - _ _ - - - - pap �<� Ro^ ,� �, _ 1290RT ED 8 N o 0 nM0 NM�pp� ^r'O }r^ +I +� ��16 t0 M+2 N N N N SEE SEDONA 5T a ONO N N �i +N+O Np ONO N`-N % 0.50% _ - FOR CONTINUATION TOP OF CURB 18 RT OF ¢ PROFILE a HORIZ. 1"=40' 'gSg VERT. 1"=4' g 10 11 13 14 9 10 11 12 v� - L ca Walnut Dri Badalona St 2 SEE SHEET 4 SEE 9fET 7 ttl I I 56 63 CR Cc LOT F 57 58 59 LOT E 01 31.14' S0. /W 45.00' S0.77' 9. L 3 J7`fj.�Cr 18. 1 2 ¢]w�47.50' C� T 5 (;/ / Q INf ' .I S3�51�E 11 _ _4 _ 122 4 O 60 61 62 DRIVEWAY DATA LOT/ DWY STATION WIDTH ILEi �l� ___ .......-- ✓ ,J. '- n � � STA: 102.6 16LOT F g 57 : 10 +82.6 4 ,s 58 STA: 11+47.63 16 -" +\ 59 STA: 11+77.64 16 y yV 1 i y 60 STA:S 0+0.50 16 S 61 STA: 10t30.50 16 � Baza Street 62 STA: ,0+7D.50 ,3 + STA: 10+63.80 TO STA: 1 1+86.07 -Construction Notes uan►lea DESCRIPTION QUANTITY 20 PLACE 5 AC OVER 11 CLASS II BASE PAVING 43,300 SF 21 PLACE 3 Ac OVER 6 CLASS II BASE PAVING 200,000 S Y 22 SAWCUT EXISTING AC PAVING 1 700 LF Sedona Street 23 CONSTRUCT 6 CIM!GUTTER PER COUNTY STD. 200 13,200 LF o 24 CONSTRUCT CROSS GUTTER PER COUNTY STD. 209 6,200 SF STA: 10+00.00 TO STA: 13+01.11 26 CONSTRUCT CURB RRAW(A_BS PER iCOUNTY ES1D.140J 38 EAF 27 CONSTRUCT SIDEWALK PER COUNTY STD. 401 67,600 SF 28 CONSTRUCT 6 CURB PER COUNTY STD.2D4 JMODIFIED TO-6T 60 LF 29 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD. 300 62 LF CURB DATA 30 CONSTRUCT GUTTER DEPRESSION PER COUNTY STD. 311 202 LF DELTA BRG RADIUS LENGTH REMARK 31 STREET LIGHT SEE STREET LIGHT PLAN N/A 1 a 80 48 12 20.00 28.21 32 0.15 GRIND k OVERLAY EXIST AC 1 850 SF 2 e=89 59 20 20.00 31.41 40 0 40 80 120 CURB DATA 33 PLACE 4 AC OVER 7 CLASS II BASE PAVING 20,000 SF 3 0=72 14 57 82.00 103.40 DELTA BRG RADIUS LENGTH REMARK 34 CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY STD. 309 38 LF 4 x 77 46 os 118.00 160.16 1 a-90 00 00 20.00 31.42 35 DASTRUCI SIDEWALK PER COLWY SID.401 MODIFIED TO BE AC 1 COO SF 5 A-45 00 00 100.00 78.54 GRAPHIC SCALE 2 D=90 00 00 20.00 31.42 1 36 CONSTRUCT DWY PER DETAIL ON 9EET 14 170 EA UNDERGROUND BENCHMARK BASIS OF BEARINGS: APPROVED BY: R SUPERVISION UNDER THE City of Lake Elsinore SHEET SERVICE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IN THE COUNTY OF RIVERSIDE, CALIFORNIA i/� APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND Street Improvement Plan IL ALERT 2K2" BRASS DISK IN TOP OF CURB THE BASIS OF BEARING IS THE STATE LAWS, AND A PERMIT CAN BE ISSUED. CALTRANS BENCH MARK 13C93 CENTERLINE OF MACHADO STREET AS - REN-Civir Sedona Street OF]�.SHTS. CALL: TOLL FREE SHOWN BY PM 7%o, RIVERSIDE COUNTY NO.C55955 STA: 10+00.00 TO STA: 13+01.11 1-800-227-2600 RECORDS, BEING NORTH 36-55'05" Exp.12/31/06 FILE NO. EAST CIVIL R.C. C 5955 12 31 O6 I3NCJN�INc suWVMNc lANOPLWNMNc Baza Street MARK REVISIONS APPR DATE 41593 WINCHESTER RD, SUITE 120 TE4 CLLA CA 92590 STA: 10+63.80 TO STA: 11+86.07 Two womNG DAYS BEFORE You DIG T N = 1 1 EA=� o(�o�r DESIGNED BY DRAWN BY CHECKED BY O ,F DATE 3/07/05 951.269.1292 951.269.116 FAX _ � � i Xjj o D VC , O1 3 5 PI 0 12+08.86 q/4=13.74' .56, 56:50' EL 1293 23 56 ..80 - 23 .. 4/-4=14.13' 0 �'F 0 1295LT �� U ¢v av ao .W UV1 H F f OF p� +M+ +n+M •M m 1290LT �M �0�� Np�N OEM O� N N N N } nn0 TOP OF RB +ow NW � -O� FN" N _ ` /r _ - - ��rMi16' LT Of +0 N N N 1°� ,.24% EXIST SURFACE - - - �_ 0.50% 8 w TOP OF CUR 20 LT OF - _ 20 LT OF SU EXIST RFACE - - _ _ / m ww a - 0' VC a z a 50' VC PI 12+08.85 y�N N< vmm QQ o PI 0 10+83. 8 EL 1293.82 >'' �a N EXIST SURFACE ONw°cv M EL+ =}1•2_N9�p2�•. 7O EX:B Er _ WQTM� WN PMN OulWN m N - - - - ' w+fO�U> .. g� ^Qa> n� w U WUW T SURFACE MM om N �Q W IS WM Ma W •O pp OWQ Q + + M+M 0 O1295CL Q ACE 0 0� PROP SURF rKUr WW 129MC L N Wo} + Nz - _ p w o++ + +o w 1.24% 1.ZOg- T-0 ° 0.18% - .50% 0 VC 54.99' 2 O ® © PI 4 12+08.84 A/4=13.75, 23:56' 55.78' EL 1293.80 aV< v0 0 C-) U c� U V ¢ mU 0/4=13.95' O c�c� O w W HM W H-M�W l U n. 1- a s ~ �. . ��a °° - a ��e�� 1290RT 1295RT �� p U =0 �� a� W .m .p .N .M . VVI F- ti F Uf- f O 0 M +M+ +M+M+M M N N N O'ni - 8 m8 TOP OF C B +gm A� ^ S N�-- -P ON +� �ry� �N�N-N N N N N N / - _ - �' ^ tf"� 1 RT O O)Q N N N M1 N - - - N 0.50% rn V + 0T% TOP OF -- - �w 2• 20 RT OF EXISTSURFACE EXIST SURF CE 20 RT OF 96 RT OF 8 PROFILE_ HORIZ. 1'=40' VERT 1'=4' 10 11 12 13 14 10 11 12 13 N� U U U Escavera St + + LAKESHORE DRIVE Estancia St SEE SHEET 5 SEE SHEET 2 SEE SHEET 10 7 COMMERCIALS7 "^--1 ®�� o- a 103 104 105 _ I -1�8.50 STREET A I10+00-00 STREET 1 0-� ��t _ 7 12+10.W ANCIA ST Q INT � 'y i r � 91 ii, 7� i . )iai�)i r .. 102 101 100 DRIVEWAY DATA , COMMERCIAL SITE _ � �i�� ;� LOT y DWY STATION WIDTH � i�p 4T. 100 STA: 11+34.17 16 102 STA: 10+58.50 16 103 STA: 10+58.50 16 N 104 STA: 10+88.50 16 N a Z R' SL' R3 �' +�' � •g 1D5 SiA: 11+34.17 16 z m� Construction Notes uan►les m Alviso Street LJ DESCRIPTION QUANTITY a N z 20 PLACE 5 AC OVER 11 CLASS 11 BASE PAVING 43,300 SF Viscaya Street STA: 10+00.00 TO STA: 11+46.77 21 PLACE 3 AC OVER 6 CLASS II BASE PAVING 2-00,000 e 22 SAWCUT EXISTING AC PAVING 1,700 LF VL STA: 1 0+00.00 TO STA: 1 3+1 6.85 23 CONSTRUCT 6 CURB&GUTTER PER COUNTY STD. 200 13,200 LF e 24 CONSTRUCT CROSS GUTTER PER COUNTY STD. 209 6,200 SF 25 CONSTRUCT OR&GUTTER PER CD.NTY STD 201(MODIFIED TO 12'OF) 650 LF , CURB DATA 26 CONSTRUCT CURB RAMP CASE B PER COUNTY STD. 403 38 EA 27 CONSTRUCT SIDEWALK PER COUNTY STD. 401 67,600 SF DELTA ERG RADIUS LENGTH REMARK 28 CONSTRUCT 6 CURB PER COUNTY S1D.204 MODIFIED TO 6 60 LF 2 122 547 .00 5 1 6--124 30 26 26.00 55..78 29 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD.300 62 LF o- 30 CONSTRUCT GUTTER DEPRESSION PER COUNTY STD. 311 202 LF 3 A=74 52 22 42.00 54.88 31 STREET LIGHT SEE STREET LIGHT PLAN N A 4 A=76 18 35 56.00 38.26 32 0.15 GRIND&OVERLAY EXIST AC 1,850 S 5 s=39 OB 55 56.00 38.26 40 0 40 80 120 CLRB DATA 33 PLACE 4 AC OVER 7 CLASS II BASE PAVING 20,000 SF 6 a 39 OB �'� '26 DELTA 6RG RADIUS LENGTH fiEMAPo( 34 CONSTRUCT UNDER SIDEWALK DRAIN PER COLNTY STD. 3D9 38 LF 7 A=89 59 10 35.00 54.97 1 n=90 00 00 15.00 23.56 35 CONSTRUCT SIDEWALK PER COUNTY SID.401 MODIFIED TO AC 1 000 SF m B a 90 DD 50 35,00 54.9g GRAPHIC SCALE 2 a 90 00 00 15.00 23.56 36 CONSTRUCT DWY PER DETAIL ON SHEET 14 170 EA UNDERGROUND BENCHMARK BASIS OF BEARINGS: APPROVED BY: PREPARED UNDER THE City of Lake Elsinore SHEET o SERVICE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SUPERVISION OF: IN THE COUNTY OF RIVERSIDE, CALIFORNIA 13 BRASS DISK IN TOP OF CURB THE BASIS OF BEARING IS THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY Arco Street Improvement Plan ALERT " STATE LAWS, AND A PERMIT CAN BE ISSUED. W w CALTRANS BENCH MARK 13C93 CENTERLINE OF M, RIVEACHADO STREET UN - j Viscaya Street OF15SFITS. CALL: TOLL FREE SHOWN BY PM YXm, RIVERSIDE COUNTY NO.C55955 �� ®t/�j 1-800-227-2600 RECORDS, BEING NORTH 36'55'05" Enp.12/31/06 STA: 10+00.00 TO STA: 13+16.85 EAST MARK REVISIONS APPR DATE CIVIL R.C.E. 55 5. XP 12 31 D6 ENGINEERING SURVEYING LAND PLANNING Alviso Street FILE N0. INTO DAYS BEFOIE qG T N= 1 1 F 41593 WINCHESTER ROAD, SUITE 120 TEMECULA CA, 92590 STA: 10+00.00 TO STA: 11+46.77 u IZEFT SL L 6X/ 00/qe pf DESIGNED BY DRAWN BY CHECKED BY DATE 3 0 5 PHONE: 951.296.1292 FAX 951.296.11sa F NK/S J R tl R/W EXPANDED ROW R/W 48' R W EXPANDED ROW R W R/W 42' R/W R/W 42' R W * EXPANDED ROW R W 6' ** 6' 36' 6' 6' 5' 5' 32' * 32' IDEWALK SIDEWALK 18' 18' ** SIDEWALK SIDEWALK SIDEWALK 16' 16' SIDEWALK 8' 16' 16' 6 6 SIDEWALK SIDEWALK SIDEWALK CURB It GUTTER AC PAVING AGGREGATE BASE URB &GUTTER AC PAVING AGGREGATE BASE CURB & GUTTER AC PAVING AGGREGATE BASE 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% % 2R 2% C7 _y �- } � 2 *EXPANDED ROW AT ESCAVERA STREET VARIES BY AN ADDITIONAL 14'MAX. ALONG NORTH ROW * EXPANDED ROW AT ESCAVERA STREET (EAST) Z AT LOTS 4-12 FOR A TOTAL CURB To ROW=20' VARIES BY AN ADDITIONAL 14' MAX. ALONG NORTH ROW r- **EXPANDED ROW AT SEDONA STREET AT LOTS 1 - 3 FOR A TOTAL CURB TO ROW = 20' Typical Street Section VARIES BY AN ADDITIONAL MAX. ALONG NORTH ROW AT LOTS 117, 118� Typica on 146. 147 AND 162 FOR A TOTAL l Street Section CURB TO ROW=12 v D ESCAVERA STREET* VARIES BY AN ADDITIONAL 12' MAX. ALONG SOUTH ROW Typical Street Section SEDONA STREET* AT LOTS 86-92 FOR A TOTAL CURB TO ROW=18' ESCAVERA STREET (EAST)* ESTANCIA STREET BALDONA STREET VARIES BY AN ADDITIONAL 19' MAX. ALONG SOUTH ROW ALVISO STREET NTS AT LOi 79 FOR A TOTAL CURB i0 ROW=zs' VERONA STREET MERANO STREET (NORTH) MERANO STREET NTS SEVILLE STREET LEON STREET 30' 30' VARIES NTS 47' MAX 3 PROPOSED 6' PROPOSED 6' R/W �I HIGH MASONRY HIGH MASONRY Of SAW CUT LINE WALL WALL 60' 1' 5' 13' 12' (R/W) 30' 30' MIN TO 40' MAX VARIES 6' VARIES VARIES VARIES 2 R/W 110, PROPOSED DEDICATION 7 MIN PROPOSED 11 NCH 0 IN 5.5 MIN 2.O IN BENC (EXIST AC PAVING 6' SIDEWALK 2R 9.O' MAX 34.9' MAX 18.2. MAX PAD=PER PLAN 86 3 'st�f LOT F 3.151E 12' 38' 48' 1z' DETENTION BASIN _ SIDEWALK (E) AC PAVING 30' 6' 6 PEHIGH„R, TAININ ,ewA, - HIGH RETAINING WALL (E) CURB&GUTTER PROPOSED CURB& PROPOSED 1' •� PER SEPARATE PERMIT) 2% GUTTER % SiDEWAL 2 (EXIST GROUND) GRIND L R SEPARATE PERMIT BOT=1284.0 �- GUTTER Walnut Drive W Lot T" Street Section At Lakeshore Dr. NTS NTS Z R/W 29' R/W z c R/W 32' R/W R/W 60' R W s' 12' 17' 6, m 16' 16' 10' 40' 10' TIE SIDEWALK A 6 4' 6' 20' 20' 6' 4' CURB &GUTTER AC PAVING AGGREGATE BASE SIDEWALK SIDEWALK SIDEWALK 2% 2% 2% 2% CURB &GUTTER AC PAVING AGGREGATE BASE CURB & GUTTER AC PAVING AGGREGATE BASE 2% 2% 2% 2% 2% 2% 2% 2% Typical Street Section VISCAYA STREET Typical Street Section Typical Street Section NTS SEDONA STREET (NORTH) NTS BAZA STREET NTS R/W 29' R/W 0.5' Accessible Dwy SCALE, r'= ' SEE_ Y OF 24' 5' PROPOSED 6' 302 FOR ADDIT RIVERSIDE ADDITIONAL DETAILS HIGH 12' 12' SIDEWALK (R/W) 40, WALL MASONRY 6 30' 8.5' 1. 6 CURB &GUTTER AC PAVING AGGREGATE BASE 2% 2 ]] O 2% CAPACITY=30.5CFS 3 r�gj D EXIST GROUN 4 AC PAVING w1' r.� µ" y ; O Z �6 t2c. •, iSx i�; z m Typical Street Section Typical Section e' 0•3 ��" BADALONA STREET (WEST) WALNUT DRIVE NTS NTS 0 •c�u' O1 6" THICK CONCRETE O2 SIDEWALK ADJACENT TO DWY Q3 CURB AND GUTTER ®STREET PAVING QS DWY PER PRECISE GRADING PLAN BENCHMARK BASIS OF BEARINGS: APPROVED BY: PREPARED UNDER THE City of Lake Elsinore SHEET UNDERGROUND R E sio a SUPERVISION OF: IN THE COUNTY OF RIVERSIDE, CALIFORNIA i^ SERVICE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE I�i APPROPRIATE CONDITIONS OF DEVELOPMENTNT AND/OR CITY AM ALERT 2Y2" BRASS DISK IN TOP OF CURB THE BASIS OF BEARING IS THE STATE LAWS, AND A PERMIT CAN BE ISSUED. _ — �NCivir Tract No. 32008 OF]�SHTS. CALTRANS BENCH MARK 13C93 CENTERLINE OF MACHADO STREET AS ��:. CALL: TOLL FREE SHOWN BY PM 7Y2o, RIVERSIDE COUNTY NO.C55955 RECORDS, BEING NORTH 36.55-05" Exp.12/31/06 / FILE N0. 1-800-227-2600 EAST .�/ ENCiNWBIING SURVEYING LAND PLANNINGTypical Section �•-Q MARK REVISIONS APPR DATE 9 CI Al1F �p R.C. C559 EXP 12 31 O6 au9a wINCHESTEH RD, SUITE tzo rEVEcuLA CA 92590 � TWO WORIONG DAYS 6EPoRE YOU DIG LEVAT O = 1280.129 IZE U L i, Elm% oL A^ DESIGNED BY DRAWN BY CHECKED BY DATE 3 07 5 951.269,1292 95 1,269.1164 FAX ; _E7p3 8 _ TAE: 8+74 2 ; 3 STA: 30+21.38 � TAE: 1+74 1_ TAE: 3H+98 9 SDHOE 2 DR VAKH KHORE R SKHE R AKDORE R 4 (�. STA: 22+47.76 , Lakeshore Drive i TA: 26+57.95 1 STA: 8+27.95 - 1 STA: 29+57,95 1 STA: 30+97.95 -1 STA: 32+32.95 Pf'OJeCt Site - _ KESDHORE DR - - LAKES HOE DR LAKESDHORE DR AKESDHORE DR LAKESDHOE DR FT' I qa,f rip K SEDONA ST 2 170 169 19 I I I I I I I I � 74 L_---- ------1- -------- �,Im --- a �Sr 18 13 M 12 y , 21 --- vm --- 17 14 11 Vicinity Map 22 9 8 7 I 6 5 4 3 2 1 B NTS + 16 15 10 E AVERA ST ST: 18+49.79 2 General Notes 23 2 I 1.ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT, IMPROVEMENT STANDARDS AND A•-1 - SCAy 2 2 STA: : 1 +7 I SPECIFICATIONS, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 2 SCAVER S 2 �^�-Qom.-." 24 DONA ST ESCAVERA ST 2 2.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN CITY 1 RIGHT-OF-WAY. 25 168 154 153 138 I N 12t1 109 3.THE CONTRACTOR SHALL OANTACT UNDERGROUND SERVICE ALERT O 800.227.2600 AT 108 1O7 1O6 LEAST 48 HOURS PRIOR TO EXCAVATION. THE CONTRACTOR ACCEPTS ALL I - RESPONSIBILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES. 26 167 155 152 139 125 123 110 I 4.THIS PROJECT IS NOT WITHIN 30 MILES OF MOUNT PALOMAR. 166 --- 156 151 140 137 126 122 111 27 i cl� _- 103 104 105 Construction Notes and Quantities 28 -- 157 150 141 136 127u. 121 112 D O1 ESIDENTIAL LUMINAIRE PER COUNTY OF RIVERSIDEINSTALL 9500 LLIMEN, 100 WATT, 120 VOLT TYPE STD. 1000. 29 EA. -- _ I INSTALL 00 T, 120 VOLT TYPE 29 MERANOg ST 2 142 135 128 L 120 2 113 EON ST O RESIDENTIALOOOUMINAIRE2 PER WCOUNTY OF RIVERSIDE STD. 1001. 5 EA. 7n 164 158 144 2 TA: 12+09.04 F o V) ,__ _ _ SEVILLE ST ST: 10+33,AL ISO ST 2 O3 EXISTING STREET LIGHT N/A 30 163 159 148 143 134 129 119 114 I 102 101 100 D 31 2 162 160 147 144 133 130 118 115 - - --- Legend I 97 98 INSTALL 9500 LUMEN, 100 WATT, 120 VOLT TYPE HPS RESIDENTIAL 32 J 161 146 145 132 131 , 117 116 gg LUMINAIRE PER COUNTY OF RIVERSIDE STD. 1000. --- •-- INSTALL 22000 LUMEN, 200 WATT, 120 VOLT TYPE HPS RESIDENTIAL LUMINAIRE PER COUNTY OF RIVERSIDE STD. 1001. 33 TA: 12+59.47 - A: 11+ S 2 T- 2 A: 15+90.53 2 - •-Y,� EXISTING STREET LIGHT (PROTECT IN PLACE) 2 STA: 11+83.9 SE DO 2 STA: 17+99.7 --- I 34 35 78 79 80 81 82 83 84 85 86 87 88 89 90 2 91 92 93 94 95 96 E 2 S A• 11+07.00 VERONA ST 36 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 59 N .� I 37 2 STA: 1 +36.00 d a BAZ S A 61 N 2 m N JL 58 2 g _ A a. A a _ BADALONA 3T 2 BADALONA ST 2 S 41 60 57 I�N a vz STA: 15+34. - BADAL 38 39 40 41 42 43 44 45 46 47 48 49 50 D 51T 52 53 54 55 56 ti F STA: 16+2 . 2 ALNUT DR ------ � � Walnut Drive - I T I - - 60 0 60 120 180 PREPARED UNDER THE UNDERGROUND GRAPHIC SCALE BENCHMARK BASIS OF BEARINGS: APPROVED BY: Clty Of LaKe Elsinore SHEET o SERVICE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SUPERVISION OF: ALERT 2Y" BRASS DISK IN TOP OF CURB THE BASIS OF BEARING IS THE APPRUPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND IN THE COUNTY OF RIVERSIDE, CALIFORNIA 15 STATE LAWS' AND A PERMIT CAN BE ISSUED. • • ,r Street Lighting Plan CALTRANS BENCH MARK 13C93 CENTERLINE OF MACHADO STREET AS OF]�SHTS. CALL: TOLL FREE SHOWN BY PM BEING RIVERSIDE COUNTY NO.C55955 iyil Tract NO. 32008 1-800-227-2600 RECORDS, BEING NORTH 36'55'O5" Exp.12/31/O6 EAST qy/� CIVIL R.C.E. C559 XP 12 31 O6 ENGINEERING SURVEYING • MANDPMANNING FILE NO. MARK REVISIONS APPR DATE 41593 WINCHESTER RD, SUITE 120 TENECULA CA 92590 - REFl-,,E�fAL 5€3i5 eA:I. Oi)• Of DESIGNED BY DRAWN BY CHECKED BY DATE 3 5 951.269.1292 951.269.1164 FAX /T �ta•f