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HomeMy WebLinkAbout58029_ VISTA DEL LAGO - TR 31531 0 o K 7 O Z y w J1 W I J - W Y V L J - z Q7 Z Y O � 1 V US.ST*OA;v WITS Z F ETOW SOIL EE*I-R,(A) B C D E F G N 1 'X'BARS W 2 FEET AND LESS B. AV 2'-0` 1'-3" 3'-3' 12. WA WA 04 0 4B"o% �i 3 FEET AND LESS B" 23/4' 3'-3' I'-3" 4'-b" 12" 8" 8" 44 0 32"o/c t 4 FEET AND LESS S" 23/4' 3'_9" p_b' 5�_3' I8' p" p" 14 a IV o/c 5 FEET AND LESS B" 234' 4'-b" 2'-01. b'-6" 24` Ei" Ei" 04 9 B"o% ; 6 FEET AND LESS 10, 23/4' b'-3' 2'-b' B'-9" 24' 18" IB" `14 0 8"olc 1 FEET AND LESS 12' 3" 1'-0' 2'-b' 9'-6' 24' 24' 24' 04 0 8'o/c v O 0 FEET AND LESS 12" 3" 8'-3" 2'-S" II'-0" 30' 30" 30" 5•8'o/c _ S FEET AND LESS 12' 3" 9 " 3'-0" 12'-0" 36' 30" 30" '1•B"o% f N/A=NOT APPLICABLE t s DVP Q Z s ? z O a Q U -wCm RETANNG WALL m W/BOLID GROUP i 0•><`BAD � J Q SPECIAL 119PEGTIGN�IFW AT�1 /a ar o/o c ALL LAPPRY"DUT REBAR BitALL 4o £IERS oR � W 3 0 MN OF 2'-0' Q W n e �� ♦♦^^ Y — bAITY 0 Q 01Mz — x BARS 24'ABOVE i!u w TOP OF FOOW.OMR F —CLMNlOLL9 ALTEfdWTE Be". 5'-0"TO DAYLKaNi FROM TOP OF FOOTING m'M 442. 36'AAT-1 BAR 5 BAR p '0 1 DRaNart aeaa,unatErxu i I E—L_ 'A w I uatERP w.BY mm _• ` LJ \ CIVi CivilLOWE MN AS 13M OF Ck\f� bF�t T MOW. G X Yc•250Is1 Otiw 3'M. 1 44- 3• � 'X'BARS AT Z, 1 ID t V i I fi' D E KE1'IffNFORONCa, z Ag-COWS %blot 1/07/05 6/�� *.�T 7�t� .rg z F P3� ZY�V�tl y� � Scale: N.T.S. L z SITE MASONRY RETAINING WALL Job No: 1243-32 w Revision: � w City Of tAke EMlnore z pr.i.gpvWaaApprovy, Sheet No: It R10 w 0 0 N u N O rl \ 0 N O N o � O K •� K U W l� W Y � Y W Q v L Z � �Y z J Z _ Y O W W Z Z w W J (L I� I1l J Z Q f Y f LL O � N ' 0 i_ —1 I I I' J 'Y _ ��I�i-� i � II il! PLAN VIEW :.,,: i i I �...-_! DPEGAL NBPELTION REfiJIf�D � I 5 VW BARB ALL LAP REAR BH4LL AT B'o/c PING LAP 40 DIA TERB OR MIN OF 7.0' p'Cm FVANN'e WALL W SOLID GRANT 8' O L POLE(MAX HT..W-09 Z v 4 WOW BARB IGHT e'_3.MAx LIGHT POLE OOMgCTION, AT 16'o/c = O erg. - J (414 VERi 8AFffi 19 ( •/ 5 BARS MRL 30,ABOVE 4 BELOW Q Q OMIT /� I� (HOR12 TIE BARS AT Q'ok g• / iCQ1iP�110116,ALLTERRJAATE BM* LL v !! � 1x4 KEY 96',MAX ■ LLI q) MOMW 3) ! _ PARCNG IDi 6 MN Q a: j III III 777 :lii=,1-a� %t a {Oi COMM FQOIIYa y a• O w Yo.2W PII S BARB AT Wok W O a' # LOCATE MIN,AS BNOIW PRT'IDE 30'EMBED. B' /^� 0 LV lu/6'4XK AT END. �/ , XY � Q ui z B' 2-1- 44 UA A i�I�O.11YsIBMATMAL > Q J ° 5 BARB AT B'o/c O K w °fE. (� ('�rj w A IAt :(<L LLSiI\�J f` Wa t' F � NG DIV1510N - 6606 ti .6106 t cjvjL OF C wIQ 4'b• Y O U l9nPPlot/Sign PROVED Date: 02 22 05 z Z m Scale: N.T.S. w z MASONRY RETAINING WALL AT PARKING LOT (w/ LIGHT POLE) 3 MASONRY RETAINING WALL AT PARKING LOT 2 Z Job No: 1243-32 w REFER TO DETAIL 2 FOR WORUTION Revision: `A OUN J NOT 5N HERE. t' W u Sheet No: z Q R20 W GENERW NOTES CITY OF LAKE ELSINORE PERRIS 1. ALL WORK SHALL BE DONE/N ACCORLWVCE W77Y 7Y£CDY OF LAKP ELSINORE ORDINANCES NO. 801 AND 882 TRACT NO. 31531 & 31532 AND APPLICriBL£STANLI4RDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE U.B.C., CHAPTER 3Z 74 2. A PERMIT SPALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PR/OR 70 ANY >JFS04JAW SUV-1 >DU:rM-t°W-fiFr CCAFMei AA19 b5 A ALERT(1-"-422-4133? VISTA DEL LA GO *C AVWS P R"?TO 4. THE CONTRACTOR SHALL NOTTFY THE C/TY ENGINEER/NG DEPARTMEN7 AT LEAST 24 HOURS IN ADVANCE OF BEZTAAVRVG GRADING SHALL BE C"s - PREC/SE GRA D/NAG PLA NS 5. DUST SK4LL BE CON)7TOLLED BY WATERING OR OTHER METHODS APPROVED BY THE C17Y ENGINEER. I i..,, 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL 70 1 VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN.ON 7H£PLAN. LAKE 7. FILL SLOPES SHALL BE NO STEEPER 7HAN 2 HORIZONTAL 70 1 VE7S'=41, UNLESS 07HERW7SE APPROVED, SHALL BE T.M. 2 �/ Lr� r--- ------ --- r � ELSINORE � SITE 8. SHOWN ON .PLAN, AND SHALL NOT HAVE LESS THAN 9OX RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. \ `:363-5J0-009 LOCAL/ON FILLS SHALL BE COMPACTED THROUGHOUT TO 9OX DENSITY AS DE7FRMINED BY 7HE MOD/HIED THREE AS D-1557-7P' TEST METHOD. ) I 9. FILL AREAS SHALL BF CLEANED OF ALL VECEM770N AND DEBRIS, SCARIFIED AND INSPECTED BY 7HE GRAD/NC \\ �l I / I LAKE ELSINORE 215 I INSPECTOR-ANO APPROVED SOILS 7ESANG AGENCY PR/OR TO 7H£PLACING OR FILL 15 10. ALL 1OV AGSY THE SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND/S APPROVED BY THE SOILS ENGINEER 11. FINISH GRADE'SHALL BE SLOPED AWAY FROM ALL ENTER/OR WALLS AT NO LESS THAN 1/2'PER FOOT FOR A �� / y�` II 36��3-240-005 VICINITY MAP � MIN/MUM OF-J; 7HEN 1X(MINIMUM) TO FLOW UNE OF£ARTY SWA1E, `;\/ l �,/ 12 MIN/MUM BI M/LD/NG PAD AND DRAINAGE SWALE SLOPE SHALL BE IS' IF CUT OR FILL SLOPE IS LESS THAN fO; NOT TO SCALE AND 7R /F CUT MI FILL IS CRF1 TERFROM 7H f0: DRAINAGE CUTE SHALES SHALL BEAMINIMUM OF 0.5'DEEP AND \ / I l /I I -----1 CONS7RUC7E0 A MINIMUM OF 2'fROM 7HE TOP OF CUT OR F7CL SCOPES 1J. PROVIDE 5' WIDE BY 1'HIGH BERM OR EOU/VALENT ALONG THE 70J'OF ALL FILL SLOPES OVER 5'HIGH. 14. PROVIDE A .BROW DITCH, DESIGNED 70 HANDLE 100 YEAR STORM F200S ALONG THE TOP OF CUT SLOPES 15. NO OBSTRUL77ON OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. LEGEND OF ABBREVIATIONS & SYMBOLS 16. A SOILS E/ViG/NEER SHALL BE RETAINED BY THE DEVELOPER, 70 StWERVISE'GRADING AND PROVIDE A FINAL SOILS DIREC77ON OF DRAINAGE REPORT WHA✓CH INCLUDES FOUND477ON REOU/REMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACIERIST`CS OF THE SOIL 17. GRADING CE7RzF7G4AON BY 7HE DEVELOPERS CIVIL ENGINEER AND,A FINAL COMPACTION REPORT BY SOILS SLOPE i ENGINEER,SJALL BE SUBMITTED TO 7HE BUILDING AND ENGINEER/NC DEPARTMEN75 PRIOR 70 ISSUANCE OF C`\ I (/ / '9 -�I I- � 36J 1240-006 BUILDING PERMITS SPOT ELEVA77ON iB. THE PROVECT GRADING REPORT ENTITLED GRADING REPORT FOR PP 9NNING AREA 10, LOTS 1 THROUGH 4J, /�\ � --T'- � I I ----115.0 EXISTING SPOT ELEYA710N INCLUS/V& 7R4CT NO. 2384B, C0770N0,000 HILLS PRD/ECT, IN THE CITY OF LAKE EI.S/NOR£, C.4L/FORNLA' \/ . PREPARED BY PAG/FTC SOILS ENGINEERING, INC., 1347ED MAY 17, 2001, SHALL BE CONSIDERED A PART OF r-9 I I I V DITCH THIS CRADI&IG PLAN AND SHALL BE COMPLIED W77N. I I I I I 19. A REG/57ERc'D CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERrFC4770N OF BUILDING PAO ` [, I I I I I ✓DITCH ELEVAI7NN. WHERE SPEC/FTC EUVA77ONS ARE REOUIRED, 7HE EZEY�ARON(WT7H RESPECT 70 MEW SEA LE1,R) I I SHALL BE GIVEN. /F AN ELEVATION WITFI RESPECT 70 AD/4CEM CR4OUN0 SURFACE IS REOU/RED, THE ACTUALPEDES7RAW RAMP ROLLED OURS DISTANCE .ABOVE THE ADJACENT GROUND SHALL BE GIVEN. I I I ' 20. ALL PROPET7TY CORNERS SHALL BE CLEARLY DELINE:47ED IN FIELD PRIOR 70 COMMENCEMENT OF ANY �� I I I 1 I CON57RUCTOWN/GR40/NG. I I I �j I CURB AND GUTTER 21. STABX/7Y Cr4LCULA77ONS W17H A FACTOR OF AT LEAST 1.5 SHALL B.E SUBMITTED BY A SOILS ENGINEER TO 7HE BUILDING AI'VD ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER JO'IN VERTICAL HEIGHT. � I � \ I L CURB 7FANSI770N 22 A RAW CO-VPACITON REPORT WILL BE REQUIRED FOR ALL FILLS GREATER IH4N ONE FOOT. r•L RAIN _-_ ___ -.J STORM G 23 /F STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL /S 70 BE PLACED /T MIST BE CLEARED, KEYED, AND TRACT 315J I � \\ L 1 ~ STORM DR I MANHOLE BENCHED/AdTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPAR ITGON SHALL BE APPROVED BY A REGISTERED k I I I 4 I SODS ENG/rVEER PR/OR 70 PLACEMENT OF ALL AAI7ERGAL. SLOPES CREi1TER IILiN 5.•1 ARE R£OU/RED 70 ETE KEYED AND BENCHED. !� I `j i I i ✓ i ® DEEPENED F0077NG \ 24. THE SOIL ENNG/NEER SHOULD INSPECT THE CONSTRUC77ON IN 7HE FFOLLOW/NG STAGES:• FIRE HYDRANT A UPON COMPLETION OF CLEARING AND DURING EXCAVA77ON AND.6EFDRE B4CKF7LL OF ALLUVIAL, COLLUVIAL AND I . _�J� `�I I I I 363-240-007 TERRACED AREAS AND ANY SUBSTRUCTURES I ` 1ST `� � I I I I 19 BROOKS BOX(CATCH BASIN,) B. DURING-ALL. ROUGH GRADING AND OPOU77ONS INCLUDING PRE-.COWIACT70N, BENCHING AND FLUNG OPERATIONS SHEET INDEX I -`C7 � J 1 " C. DURING J1VSXZAP0N OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER A647FRIAL. I \� � - !\� W I 1 I I I � TRACT 31532 ROOF DRAINS I------ --- 1 I I RETAIN/NG WALL (DECORATIVE) D. WHEN ANY UNUSUAL CR40/NC COND/770NS ARE ENCOUNTERED D.1/R/NC CONS777UC710N. 1. TITLE SHEET � 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH.ROSE4 ICE PLANT AT 12.ON CENTER OR 2. PRECISE GRADING PLAN . "� I I I I (PER SEPARATE PERMIT) AN07HER APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL HEIGHT /N ADDITION 70 GROUND COVER, 3. PRECISE GRADING PLAN OVERFLOW SHALL BE PLANTED WITH APPROVED 7REES SHRUBS, OR COMBINA77ONS THEREOF. SHRUBS SHALL BE"PLANTED AT 4. PRECISE GRADING PLAN \ I I 10'ON CET7ER; TREES 20'ON CENTER,• COMB/N477ONS, 15'ON CENTER. SLOPES OVER J'/N VERTICAL HEIGHT 5. PRECISE GRADING PLAN . I I I -----BB----- GRADE BREAK SHALL HAVE PERMANENT IRR/G477ON SYSTEMS W77H AMCKFLOW PRE6oEN770N DEVICES PER U.B.C., CHAPTER 70. 6. PRECISE GRADING PLAN (By SOUND WALL 07HERS) 26. APPROVED^0ROIEC7NF MEASURES AND 7EMPoR4RY DRAINAGE PROIJSIONS MUST BE USED TO PROTECT AD/OIN/NG 7PRECISE GRADING PLAN \\ PROPERTIES'DURING THE GRADING PRaIECT. B. PRECISE GRADING PLAN I \ O\ I -••- - SWALES 27. APPROVED ACROS/ON PREWWA77VE DEVICES SHALL BE PROVIDED AND AW RAINY DURING THE ANY SEASON AND 9. PRECISE GRADING PLAN `�\ \ \ \ FENCE(BY OTHERS) SHALL BE F.✓I PLACE AT 7HE ENO OF EACH DAYS WORK. fa PRECISE'GRADING PLAN 28. ALL WORK-SHALL CONFORM TO 7HE CITY AND STATE CONS7RUC710N SAFETY ORDERS 11. PRECISE GRADING PLAN \ \ \ 12 SEC77ONS&DETAILS L TC LOP OF CURB 19. THE LOC1710N AND PROTECTION OF ALL UT/L/TIES/S THE RESPoNSr'B/L/IY OF THE PERM/LIFE 13. HORIZONTAL CONTROL PLAN \ JO AN APPROV.ZD SET OF GRADING PLANS SHALL BE ON 7HE JOB SITE AT ALL TIMES 14. HORIZONTAL CONTROL PLAN \\ I \\ \ I \ J63-240-011 FzowvNE ELEV. 15. HORIZONTAL CONTROL PLAN `` \ \ \ I \ 70 70P OF GR47E 31. SANITARY fr1C/L/T7E5 SHALL BE A4VNTAINED ON SITE FROM BEC/NNIMG 70 COMPLETION OF GRAD/NC OPEJU770N. \ \\ � I \ 32 ALL SLOPES'SHALL BE PLANTED AND/RRIG477ON FAC/L/AES SHALL .BE PROVIDED FOR ALL SLOPES IN EXCESS OF \ J FEET V£R77C4L HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE/N ACCORDANCEIl \ CB GRADE BREAK WITH OROIAGNC£NO. 881 PRIOR TO THE APPROVAL OF FINAL INSF-EC7701V `\ \\ \\ I \ C i TY OF LAKE ELSINORE FINISH GRADE -u ANY CONTR.AC70R PERFORMING WORK ON THIS P,,wECT SHALL FAA/ILARIZE HIMSELF W77H THE S17E AND BE �\ � \ BUILDING ' ! FS FINISH SURFACE I SOLELY RE DONS/BLE FOR ANY DAMAGE TO EX/S77NG FACILITIES RL'SUL77NG LNREC7LY OR INDIRECTLY FROM HIS p�J I L D I N G DIVISION OPERATIONS; WHETHER OR NOT SUCH FAclim S ARE•SHOWN ON 77IESE PLANS \ \ \ \ HP RUSH SURFACE J4. THE DES/GM ENC/NEER SHALL PROVIDE A MIN/MUM OF ONE'BLUE UOP PER FIN/SHED PAD, PRIOR 70 ROUGH \ /jHIGH GR40£APPAROVAL. \ \ \ I \\ /NV INVERT ELEVATION OF OR4/N I 35. APPROX/M,4YF DATE OF BEGINNING OPERA77ON.• MARCH. 2005 t 1 I COMPLE770N.• JULY. 20I05 EMERGENCY OVERFLOW NOTE PER 8w BEGIN VERTICAL CURVE J6. NO ROCK CDR 07HER IRREDUCIBLE MATERIAL W77H A MAX/MUM DIMEWIS/ON GREi47ER THAN J'WILL BE PLACED IN \` \ \ 1 i J6J-240-0>0 FILLS W/THIFN ROADBED AREAS OR 3'OF FINISH GRADES; UNLESS 779E LOCATION, M4TFRXIIS, AND DISPOSAL IN THE EVENT OF STORM DRAIN FAILURE,PATHS OF EMERGENCY INDEX MAP \� �-- �� � END VERTICAL CURVE AME7HODS A-RE SPECIRCALLY APPROVED BY THE SOILS ENGINEER. OVERFLOW ARE INDICATED(?IJ THE PLAN BY THE SYMBOL t� \ 1 f00' \ APPROVED P/ POINT OF/N7FRSEC770N 37. THE ENC/NEAR MUST S£T CR4DE STAKES FOR ALL DRAINAGE SERNGES AND OBTAIN INSPECTION BEFORE APPROV- OPENINGS AT THE BASE OF FENCES AND BLOC!!WADS MUST \r \ 38. CRt°/NG PC11N5 W/LL NOT B£APPROVED UNTIL ALL RETAIN/NC WALLS ARE APPROVED BY THE BUILDING OEPAR7.lIL7JT BE KEPT FREE OF OBSIRUC110NS IN PERPETUITY,AND HILL BE \ ' �vNRISE'.STmET 1 7W TOP OF WALL EZEV IF 70P OF FOOTING E7fV. MAINTAINED BY THE INDIVIDUAL CONDO OINJER. V.� � � _--- Bw w rn J65-200-012 SOILS .ENGINEER'S CERTIFICATE. ptrot Lake FNmore FO FENCE OPEN/N0M OF CI • \1 \ \ Planning DIVWM Approval�\ \ \ N THESE GRAD/N HAVE'BEEN FLANS HA BEEN RENEWED BY THE UNDERSIGNED r1N0 FOUND S SLOPE Q, \ OO \ © CLEAN OUT 70 BE IN COrWORAMANCE W17H 7HE RECOMMENLI477ONS AND SPEC1RC9TTONS OUTLINED IN .THE SOILS AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED ,\ \ ., FOR THIS DEl,-nOPAMENT. zvlm CONSTRUCT/ON NOTES AND QUANTITIES -Rw7> �Er°a/NCAIWALL SUBORVN I M S/GALAIUR£ RCE NO. .DATE 1Q CONSTRUCT 3'AC ON 6'ABC. - 70,600 Sr �� \'`;\ N \� �\ 7 Z of BUILDING ARCHITECTURE STYLES 0 CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD N0.200 530 LF r-P-ll j61a_441 STYLE/ ITALANA7F SIGNATURE RCE NO. ,DATE' JQ CONSTRUCT TYPE'C'CURB PER COUNTY OF RIVERSIDE STANDARD NO 202 24JO IF RETAINING WALLS 6� 1'✓s,...,� T STYLE S SPANISH 04 INSTALL 12'X 12'BROOKS BOX NO CB 1212(OR EQUIVELANT)PER DETAIL SHEET 12 179 EA PROPOSED RETAINING WALLS SHOWN ON THIS PLAN ARE FOR INSTALL 6'PVC SDR-35 PIPE.LENGTH AND SLOPE PER PLAN. 4440 IF INFORAM77ONAL PURPOSES ONLY AND SUEA/£CT ICJ RENEW AND �- SOILS ENGINEER 6 INSTALL 24'X 24-BROOKS BOX NO.C92424(OR EQUNELAN7)PER DETAIL SHEET 12 2 EA AFPRC2ML UNDER A SEPAR47E PLAN SET FOR DETAILED -_-- /NFOR0114770N SUCH AS 'S7FP'LOC1770NS, AND SMUC7URY ----------------- PAC/FTC SOILS-ENGINEERING, INC Q7 INSTALL CxE•ANOUT PER COUNTY OF RIVIRSIDE STANDARD N0.603 162 EA CALCi/L477ONS, REFER 70 THE STRUCTURAL PLAN SET. � � r � � 7715 CONVOY'COURT S4N D/EGO, G 92111 Q CONSTRUCT 4'THICK POC SIDEWALK 24600 SF AT7X' /J-F-C 9 INSTALL 4'PVC SDR-35 ROOF DRAIN PIPL 4885 LF NO T/F/CA TONS r a a� m f 0 1 m�. m AT)N.•✓EFF CFVANEY QN07E.- THE CONMC7ORS SHALL NO77FY THE FOLLOWING UAL/hES OR AGENCIES INSTALL OEEI'ENED FOOTING. F FOR7Y--E76HT(48)HOURS PRIOR 70 STAR77NG CONSTRUC77ON OR EXCAVATION. 11 CONNECT 4'PVC PIPE TO EXISTING PRIVATE STORM DRAIN MAIN. CITY OF LAKE ELSINORE 1-909-674-JI25 \VV f © INSTALL TYPE'D'CURB,PER COUNTY OF RIVERSIDE STANDARD NO,204. 27 IF GENEPML TELEPHONE 1-800-422-4133 19 P/CAL COND ~ a f © TRANSITION TAPE A-6 CURB TO TYPE'C'CURB PER DETAIL SHEET 12. £LS/NdRE VALLEY B ID MUNICIPAL WATER0/S7R/CT 1-909-674-J146 © INSTALL RETAINING WALL BY OTHERS 200 LE SOUP'lERN CALIFORNLA GAS COMPANY 1-800-427-2200 © PROWDE 2 CURB OPENING SOUTHERN CALIFORNIA EDISON COMPANY 1-800-884-812J © INSTALL TRASH ENCLOSURE PER CITY OF LAKE ELSINORE'TRASH ENCLOSURE MEDA' ONE CABLE TV 1-909-674-7741 SPEpFlCABON-DETAIL WERE NOTED ON PLANS,USE RETAINING WALL AROUND TRASH ENCLOSURE INLIEU OF MASONARY WALL 16 EA UNDERGGROUNO SERVICE ALERT(USA) 1-800-227--1600 © INSTALL VALLEY GUTTER PER DETAIL ON SHEET 12. 340 LF ® STRIP PARKING STALLS WIH DOOBLE-STRIPED 4'LINES 2'APART. NOTICE TO CONTRACTOR 09 SAND WALL BY OTHERS UNDER SEPARATE PERMIT. CONTRACTOR AGREES 77L4T HE SHALL ASSUME SOLE AND COMPLETE RESPONS/B7UIY ® 7RAN9770N TYPE'D'CURB,(Mooinm 6'CURB FACE), TO TYPE'C'am. FOR✓O8 S17F COND177ONS DURING THE COURSE OF CON57RUC77CN OF THIS Q IRANSIRQN FROM TYPE'D-CURB(MODIFIED 6-CURB FACE)TO 1YPE'D' PRUUECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.' TH4T THIS CURB(8'CURB FACE). REGL L E SHALL APPLY CONTINUOUSLY AND NOT BE UM/IED 70 NORAl4L I WORKrNG HOURS,•AND THAT THE CONTRAC70R SHALL DEFEND, INDEMNIFY AND HOLD i 11 ® INSTALL TYPE b'CURB, MODIFIED 6'CURB FACE PER COUNTY OF J490 LF THE PWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL CABIL17Y, REAL OR 1 RIVERSIDE STANDARD NO.204. ALLEC.4T), IN CONNEC77ON WI7H/ 7HE PERFORA64NCE OF WORK ON THIS PROJECT ® CONSTRUCT 6'PCC DRIVEWAY 144 EA kXCEFfTNG FOR THE ENGINEER. L14BILITY ARISING FROM 7H£SOLE NEGLIGENCE OF 7HE OWNER OR ® INSTALL TYPE'D'CURB(MODIFIED TO HAVE 0'CURB FACE). 20 LF EX/S72WG UNDERGROUND UTTUAES ARE AS PER AVAILABLE RECORDS. 7HE CON7RAC70R 2%MINIMUM SLOPE ON FINISHED GROUND RANCHO TRANSITION FROM TYPE b GU ® (MODIFIED 6' SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION IN 7HE FIELD. 1%MINIMUM ON ALL FINISHED SURFACES APR2 8 2005 10 TYPE'D'CURB -CURB FACE)(MODIFIED TO HAVE 0'CURB FACE)) DETAIL OF TYPICAL LOT DRAINAGE DETAIL Q CONNECT 6-PVC PIPE TO EXISTING STORM DRAIN NTS �FPROGRAPHICS © GRADE TO MATCH STAIR ELEVATIONS POOR DEEPENED CONC EDGE AS NECESSARY PREPARED BY' UNDERGROUND SERVICE ALERT BE14CH MARK REVISIONS: APPROVED E3Y: DATE: � ? BRASS DISK TOP OF CONK POST I STAMPED -f -70 o v�OFESS PREPARED UNDER THE SUPERVISION OF: PIANNIetieraoENGI ENGINEERING NG 201 RING CITY OF LAKE ELSINORE CALL:TOLL FREE 0.8 MILLS NORTHEAST ALONG RAILROAD CANYON RL140 FROM THE J• 0), y _ Temecula, CA. 92590 INTERSE07701V OF RAILROAD CANYON ROAD AND STATE HIGHWAY � � r, = QWIEL J.O'ROURKE R.C.E.47677 ExP. 12/31/05 951-693-3310 TRACT NO. 31531 & 31532 NO. 7f J7,Y0 FEET NORTHEEST OF RAILROAD CAMM9N ROAD, x m DATE 951-693-3320 Fax � OF w No.47677 m VISTA DEL LAGO 1-800 JO HEST SOUTH OF f POLE NO. 14090 CUT(NOTE THE [w 12p1/os A WAF�M+�7W Wjj WIE mlm+me SCM.E: PREPARED FOR: e� POWER POLE HATS 7W0 2 DOWN GUYS.)MONUMENT 1.0 FEET O'0.'il7LY&MW�Q!Y MO SAIF u114 woo K1aIf Y1Y 64.QA PRECISE GRADING PLAN 422-4133 NORTH OF A MARKER 7. s� 0tvt� 1'=10' h0MW1j MaM 5 94EER TWO WORKING DAYS BEFORE YOU DIG £LEV. 1296.095 'Tf �r D.R.5790 FLEET SS7REE SURF 210 Fl� Apr 26, 7005 Cµ� A2N o �Al2 se'a1s a'�' CARLSBAD, C L.IPORNA 920LA9 W.O. FOR:D.R. HORTON 62022PGO1.dwg WESTERN P IflC HOUSING F.B. FILE NO. - Apr li CONSTRUCT/ON ATE 1Q CONSTRUCT 3'AC ON 6'ABC. CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD N0.200 1`N 03 CONSTRUCT TYPE'C'CURB PER COUNTY OF RIVERSIDE STANDARD NO.202 60.0 04 INSTALL 12'X 12'BROOKS BOX NO CB 1212(OR EQUIV£LANT)PER DETAIL SHEET INSTALL 6'PVC SDR-35 PIPE LENGTH AND SLOPE PER PLAN. INSTALL 24'X 24'BROOKS BOX NO.CB2424(OR EQUIVELANT)PER DETAIL SNEE INSTALL CIEANOUT PER COUNTY OF RIVERSIDE STANDARD NO.603 1 TW REFER TO ROUGH GRADING PLANS © CONSTRUCT 4'THICK FCC SIDEWALK 60.0 TF FOR CONSTRUCTION OF RETAINING WALL Q INSTALL 4'PVC SOR-35 ROOF DRAIN PIPE 6 1!1 ;'�` ® INSTALL DEEPENED F00TING 66. 6 1� if CONNECT 4'PVC PIPE TO DOS77NG PRIVATE STORM DRAIN MAIN. ® INSTALL TYPE'0'CURB,PER COUNTY OF RIVERSIDE STANDARD NO 204. FG , 6, ® TRANSITION TYPE A-6 CURB TO TYPE'C'CIRB PER DETAIL SHEET 12 62.5 ® INSTALL RETAINING WALL BY 07HOM ♦0. r r /// 1 / !0.V / / 5 \�,� j �6' FL ® PROVIDE 2'CURB OPENING. \ / INSTALL TRASH ENCLOSURE PER CITY OF LAKE ELSINORE'TRASH ENCLOSURE 5 j SPECIFICATION-DETAIL WHERE NOTED ON PLANS USE RETAINING WALL // 4 \\ \ AROUND TRASH ENCLOSURE INLIEU OF MASONARY WALL 5 /c 4 EG \ ® INSTALL VALLEY GUTTER PER DETAIL ON SHEET 12 / /, / / ^ // 4 •q E _ \ STRIP PARKING STALLS WITH DOUBLE-STRIPED 4'LINES 2'APART. V\ 9 SOUND WALL BY 07HERS UNDER SEPARATE PERMIT. TRANSITION TYPE U'CURB,(MODIFIED 6'CURB FACE), TO TYPE C'CURB. CTRANSITION FROM TYPE URB(8'CURB FA ID"CURB(MODIFIED B'CURB FACE)TO TYPE U' 18.0 LF ® INSTALL TYPE'D'CURB MODIFIED 6'CURB FACE,PER COUNTY OF \ RIVERSIDE STANDARD N6.204. FG Pl i•� \ ® CONSTRUCT 6'PCC DRIVEWAY G ® INSTALL TYPE 10'CURB(MODIFIED TO HAVE 0'CIM FACE). 5 FG fG \ ® TRANSITION FROM TYPE'0'CURB(MODIFIED TO HAVE 0'CURB FACE) ` "-`C / 5 17 TO TYPE b'CURB(MODIFIED 6'CURB FACE) ® CONNECT 6'PVC PIPE TO EXISTING STORM DRAIN ° BUILDING \ © GRADE TO MATCH STAIR ELEVATIONS POUR DETPEIVED CONC.EDGE AS NECESSAR 4 E BU/LD/ G ffN ff Q �4 \ =zsz ST £ / ?,� R, s 204 IF O PAD ELE -1388.7 P F.F. £L£V 1389.20 4 N EMERGENCY OVERFLOW NOTE TC 7 FG P 4v 7 2r P \ IN THE EVENT OF STORM DRAIN FAILURE;PATHS OF EMERGENCY 8 b \ OVERFLOW ARE INDICATED ON THE PLAN BY THE SYMBOL 7 -GB - \ OPENINGS AT THE BASE OF FENCES AND BLOCK WALLS MUST _; 7 \'�} Aye.' °.• 7 1�''_ gB.9 \ BE KEPT FREE OF OBSTRUCTIONS IN PERPETUITY,AND MLL BE / \ MAINTAINED BY THE INDIVIDUAL CONDO DINNER. PLUMBING LCONATERALS CTgR TO ENSURE 851J INV �_ \ -3, WATER LATERALS NOT CONFUCT ' / 7 WITH ROOF DRAIN E5 ESL 6 SNB �_ SHOWN PER PLAN •(1 .. 89• / - \ / 41 1 ESMT 2- 1/2'FIRE LINE N! sEE oNSIIE WATER PLANS 1&4 LF TL I 64.4 \ + O GFF t` 16 GFF-87.70 GFF-8&20 8.&220 GF 8&70 GFF 118.70 GFF.BB "N Bad ro 4 7C \ 9 i \ Y DRDXDL COURT L2T _ \ - SLOPE \\ RETAINING WALI aeAINO.�CTro gu lip- 1 REFER TO ROUGH GRADING PLANS FOR CONSTRUCTION OF RETAINING WALL �\ 5 S.2z 4 4 4 4 s 5 4 5 S�2z k 5 9.2i 5 5 sS-zr ,� r 44 aru 5 s•2z 4 O' 4.m / Fc /4% 4 F I 4 BU/L /V(j " " 065/TG I 5 -�,�' 96.5 TW / 6.0 LIP � � � ,5'T LE / L 4 �j 5 / �2.�F 95.0 FL �• I � ` 5 PAD ELE _ Re " f, 4 as.1s61r v � s=2z 35 TrI •1` �N c ' ' [-L =1406.8 -I SU/LD NG /� j �° s<2z 5 Fr, •- 0208/NV 4 "� �' I "I r•F• ELE 0 ' } I ST E S / i 6 2�A>1' 4 >407.30 5 ) n �u NiB� PAD ELF -fdn7 v SEE SHEET PREPARED SY 7 3 D3 Z � �V-11UNDERGROUND 8ERVICE ALERT BENCHMARKREVISIONS: APPROVED �' °A FEss PREPARED UNDER THE SUPERVISION OF: PLANNING ENGINEERING SURVEYING CITY OF LAKE ELSINORE 27715 BRAS OLSK 70P OF CONC. POST/S STAMPED E-12-70 o Temecula. Jefferson Avenue, Suite 201 Temec�� J. o, � ula, CA 92590 CALL:TOLL FREE ° c7RN NORTHEAST T� 44D CANNYONST AD FROM T/E ~" � ROc zc DANIEL J.O'ROURxE RC.E 47677 DP.12/31/os 951-693-3310 TRACT N0. 31531 & 31532 2 �` P mDATE 951-693-3320 Fax VISTA DEL LAGO aF NO. 71 J73:0 FEET NORTHWEST OF,RULROL40 GINYt7N ROAD, No.47677 m ^ GIPAPH/C SCALE 1-800 30 FEI`T SOUNN OF P0 POLE NO 1¢090 cUT NOTE THE Exp.12/31/05 ��* � PRECISE GRADING PLAN l ( cr aExeecrewr OW Me.mFE ZAK Mo�MMff ar eE enure 1 5 A POWER POLE HAS ITN7 2 DOWN CU 1. MONUMENT f.0 FEFT ss clv1� d 1`f0' QR hWW fflLYf]C'hLY.(QNG FILE 10 0 f0 20 30 422-4133 NORTH OF A MARKER T. 9re oP� ary 5790 T STREET, SU/7E 210 TWO WORKING DAYS BEFORE YOU DIG £LEY 1296.095 Cn�� AVV SEM"�eo Na 5015 DATE: G9RLS64D, L'AL/FORNIA 92008 W.O. FOR:O{y TER IFIC;1 ,N FF.B. LE NO. Apr 26, 2005 62022PGO2.dwg 6202210 SEE SHEET 3 /• •'e ►�-- .:�INvv r �- _z,fAL ii -• c v � c, -qp'� �,� - n � 6 P 4 92.7 'C''C 1 4j" f -p � BU/L NG "L » �G 5 ,nc •rl gam+ fG t 5 -I E PAD ELE =1406.8 �, RI? BUILD NG 1407.30 , PAD ELE '/��/y'//�' / •� C�' '� 11 •�.,,.' 1Rt 4 4 � 1407 0 F.F. iw / 8 `a/ 7 J �p� B 07 ELE 1408.30 II>r�`/ AV5.30 V. J P � �^• , � •T .p 1X ,w PLU IN CAv1RACTTERgp TD o (• , 7 CS M"IHN 00 NOT ° S-2X 5 �,,�V-,SGtGR S 1$ SHOMN PER PWy U>f'IPAL$ 396.07 a 6 95 0 LIP S=2X 5 P L7�' �N 5 S•E8% 0 1 7C // wP _yfyr��pl1N pf1, 1 , 1 1-1/2'FIRE LINE .56 1C 4 AU NG CLWTRACTOp TO ENSURE •. 1 f 5 Sa?X T pP� NN\NS 6 �f�° 6 S �V SEE ONS(5 WATER PLANS �2fX 5 � 0 ORA/N UIER' AS CT 9 �, / '#1 R-�.!60 p5 •prF 7 PER PCAN 1 R 4�'N OB.3p n •QFF V. �a i OS30 / OFF OFF �F 7/ / fie 6.4 , '�, •`., 60 .q \ �, ° D6: GS.BD AID 1�� 1.�' �ry II •lxF fGFF ] �' •,v'1 4 07,30 V S-25X 5 00,72INV 8 q B 07.80 07.Bo GFF 96 S / d NV 1 F1 u IX 6 S 7 NE I >U SEE',IN l V CN B ff p '1 t� A'TETP° I N k S 7U B 1 B y ItN N G�yp � I • ° D5• 5� - .A 6 c� P V , rll Ny P i . a ` • � ��' 1 3 �� N '�3 lJ .� iP.. •_ A 5 RETAINING WALL `S• 4� r?.p PRE�NtER P TO - `J ,L.1� Rum TQ ROL 1 cx+DF SGt178Y-INAIY-. ---� N. � �� f--SX �NECT 70 DR 1 AIN --.--"} c+ " TREE DRl V '� ---- dx - - - - - _ - RWDw 114016.0I IF ® 141dn TW 1406.52IF - - - - e$ �.17 7W NS V �1.53 Tw LS b�1 a.]o IF 141.66 TW R.vnt�70 RDUCH GRADING PUNS •^ ---� 11.36 UP 1406.45 1F 1ff,�n TW CncW 1 CLWS �/ 1 >lv FC1R DF STORM DRAIN `� / .78 TF 14oT71 ew C,xe,u9J / 1211 UP 141215 FL04-47 14/3, p 141,115 UP 141235 FL p SLOPE 21 SLOP£ 2:1 SLOPE i 5 3yg7L 5 Y 5 2Y A. 1_F-41 - 40 y h 5 5.2A zp.9 77 y� s y 5 Y REFER JD •e1 �O70 CSRUCITOVV OF T/ S� °m "� o 1/ �/t 4 7v \2{ ► `4 2.t 4 4 SCAB: STAIRWAY �52x " �I �ry �,�O �h 'S�c(G 'Ai 31"� .�i•`� k/ i I ~ N� 0 zt Sty 5 Y FG3D1 P b ! I 10X 10 ,Ei• 3y f0 f 'hN,�•13x GRAPHIC SCALE \°� g,� � 54 �29T6INv � 10 0 10 30 4� + 1 fL'` 1 �.6EG 516y 3�� fG ,• , r - 3y9Sl� 1j \�,y. .► 1 \N 2p �� 5 5,2% 5 5- - �- �+ ° ,1, FG 5 �y s y BUILD/ G »/y„ y1x 4 ti lox ST 7 TW r �� PAD EL V 4 3L,2 TG BUILD/ _1431.5 zan INv 00 Bw , F.F. ELE 1 1. -pp>f ��, N/ �� � �� ,- � =1432.OD ,,P�C5 , �, STYL S 7 �, y _ 7 i PAD ELE =1432.9 EG 7 F.F. ELEV 143-T 40 5 '� U23FS T h° AZT I DOOR E2 �G 6.64 \ \ r• \. +}9j4 TF 31.E h �q3 f5 �, `W •.•. G 5 QGL b26' _ �'° 1f r 0 WPC PIP ?9.7f,F 1f k 6 LUM&NC CQ4IRACTpP IO RE Sj 4� k6% Ap E►EYE' G pf 5 Y12x � 5430.1 GpµµNE t ✓ 1 5 5? 2-1/2'f7RE Nf N� DRAIN UnFALS CTFS P GRADE SE NS 7g I LO / G O 3p.43 ^'. SEE ONSITE W TER PLANS �. •3 O PLUMBING CQVnUCTQP TC7 SURE R AR P� / ` 98 B STYEr 3O•V g DOOR �i� T �i _(1j �3j 6 WAFER UnFALS DO NOT FlJCT �f 5 f PGG SGAPE T8.00 W ^P'FG _ L` x �A�� i' b ° �9J '4r`�� `^ 1N SHOIIN PPEER PPLANUTERALs s 1✓'6 �� EI ?d ^� GF.F. �V k 1- 9 2-1 2 FIRE LINE 5`4 {.�� At DOW 31.50 X.50 C.F.F. SEE ONSITE WAFER PLANS 5 1 A3 o '\(\�+ \ �,5• P•r G P1 31.50 31.50 3150 GF.F. GFF, f�•6 1N� O �W�' 3D•1 F f 1 / ;e+ ^:D ..31.50 31.50 SX.° 26 '�GF.F. �GF.F 07 CONSTRUCTION NOTES.• SEE SHEET 5 � � SEE SHEET 6 © TRANSITION TYPE A-6 CURB TO TYPE'C'CURB PER DETAIL SHEET 12. © INSTALL VALLEY GUTTER PER DETAIL ON SHEET 12. © TRANSITION FROM TYPE D'CURB(MODIFIED 6'CURB FACE)TO TYPE'D' ® INSTALL TYPE'0'CURB(MODIFIED TO HAW 0'CURB FACE). iQ CONSTRUCT 3'AC ON 6'ABC. © CURB(8 CURB FACE). L7/E/R?EM^Y OVERFLO O INSTALL RETAINING WALL BY OTHERS ® STRIP PARKING STALLS INiH DOUBLE-STRIPED 4'LINES 2'APART. ® INSTALL TYPE•D'CURB,MODIFIED 6'CURB FACE PER COUNTY OF ® TRANsnaa FROM M 'D E 'CURB(MODIFIED TO HAVE 0'CURB FACE) W AIO7F FARED �, 2 CONSTRUCT TYPE A-6 CUR-B PER COUNTY OF RIVERSIDE STANDARD NO.200 © PROVIDE 2'CURB OPENING Q8 SOUND WALL BY OTHERS UNDER SEPARATE PERMIT. RIVERSIDE STANDARD N0.204. TO TYPE'D-CURB(MODIFIED 6'CURB FACE) IN THE EVENT OF S70RU DRAIN FAILURE;PATHS OF EMERGENCY OVERFLOW ARE Q3 CONSTRUCT TYPE'C'CUR®PER COUNTY OF RIVERSIDE STANDARD N0.202 6 INSTALL TRASH ENCLOSURE PER CITY OF LAKE ELSINORE'TRASH ENCLOSURE TRANSITION TYPE D'CURB, (MODIFIED 6'CURB FACE), TO TYPE'C'CURB. ® CONNECT 6'PVC PIPE TO EXISTING STORM DRAIN G� U INDICATED ON THE PUN BY THE SYMBOL�OPENINGS AT THE BASE OF Fas s O ® ® CONSTRUCT 6'PCC DRIVEWAY ICE _ ® INSTALL 12'X 12'BROOKS BOX NO CO 1212(OR EOUIVELANI)PER DETAIL SHEET 12. SPECIFlCATIOV'DETAIL WHERE NOTED ON PLANS USE RETAINING WALL © GRADE TO MATCH STAIR ELEVATIONS POUR DEEPENED CONC.EDGE AS NECESS� -. O_J AND BLOCK WALLS MUST BE KEPT FREE OF OBSTRUCTION IN PERPETUITY,AND 0 INSTALL 6'PVC SOR-35 PIPE LENGTH AND SLOPE PER PLAN. AROUND TRASH ENCLOSURE INUEU OF MASONARY WALL ® INSTALL TYPE'D'CURB(MODIFIED TD HAVE O'CURB FACE). Z InLL BE MAINTAINED BY THE lNDINL1Uu CONDO OWNER. © INSTALL 24'X 24'BROOKS BOX NO.C82424(OR EQUIVElAN7)PER DETNL SHEET 12. UNDERGROUND SERVICE .ALERT BENCH WORK RCS: APPROVED BY: DATE QROFEss1oN PREPARED UNDER THE SUPERVISION OF: PLANNING ENGINEERING SURVEYING CITY OF LAKE ELSINORE Q7 INSTALL CLEANOUT PER COa1NTY OF RIVERSIDE STANDARD N0. 603. ETRASS DISK TOP OF CON2 POST IS STAMPED E-12-70 "k 27715 Jefferson Avenue, Suite 201 Temecula, C0. 92590 ® CONSTRUCT 4•nlICIC Pcc�DEwauc o CALL•TOLL FREE 0.8 MILES NORTHEAST ALONG RAICRCl40 CANYi7N RQ40 FROM THE ,� �`' Oc� y wa a.o'RouRKE n.c.E.f7en ow. i2/31/o6 951-693-3310 TRACT NO. 31531 & 31532 3 INTERSECTION OF 12VLRO4D CANYON R040 AND STATF HIGHWAY x DAB 951-693-3320 Fax - OF 0 INSTALL 4'PVC SOR-35 R.00F DRAIN PIPE O AA 71 373.0 FEET NORTHWEST OF RAILROAD C4NMN RC140 No.a7877 m m VISTA DEL LAGO 1-800 30 FEET SOUTH OF Po POLE NO. 1 0 CUT(NOTE• )7�E Ex 12/31/.' - nor 'µme' ��•�Rw •�+��c•v+no wa aalmrre•SCALE PREPARED FOR: 10 INsrau DEEPENED FoonNr; a �.�1 MYMe,XTL4%AWA,,o...wyKMU PRECISE GRADING PLAN 0 POw7?PoCE HAS lUt7 2 DOWN GUYS MONUMEM 1.0 FEET lV1�, 1'-10, 15 so�ETs 422-4133 NORTH OF A MARKER T. s D.R. hW7DV JffS7MV PAaW h0aw 11 CONNECT 4'PVC PIPE TO"STING PRIVATE STORM DRAIN MAIN. 're c1�`? 5790 FR.EEtU S72?4ET, SU17F 210 FILE 2 INSTALL TYPE D'CURB,PER COUNTY OF RIVERSIDE STANDARD NO 204. TWO WORKING DAYS BEFORE YOU DIG ELEV. 1296,095 ov CA�1F � o I,q 1e511 DVGAViZR DATE C4RLS8W, CALIFORNIA 92" W.O. FOR:DER.EREHORNT Flp Hq�p1C F.B. FILE NO.- Apr 26, 2005 62022PC03.dwg 6202210 0 CONSTRUCT/ON NOTES.• 10 CONSTRUCT 3'AC ON B'ABC REFER 70 ROUGH GRADIAG PLANS 0 N S2'1'S'E 2 CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO.200 FOR CCIVSTIRUCTION OF WALL �tLrO2'W Q CONSTRUCT TYPE'C'CURB PER COUNTY OF RIVERSIDE STANDA.W Na 202 u' Q4 16TALL t2'r 21011111111125 BN ND OB 2112(at BZr&LMM FM DETAI SHEET 12 05 NSTALL 6'PVC MR-Z WE LEI N AND SLOPE PER FLAIL ( o © INSTALL 24'r 24'BNOGIM BOX Na CO2424(OR EOUIVELANT) PER DETAIL SHEET 12 N s TO ROUGH GR PLANS \ I f Q INSTALL CLEANGIT PER COUNTY OF RIVERSIDE STANDARD N0.E303. 4,�1 '' 1 HroR E caysTRucn Ll�RETA/NIN wAus \ I © CONSTRUCT 4'THICK PCC SIDEWALK �M1 I � Q INSTALL 4'PVC SDR-35 ROOF DRAIN PIPE I \ ® INSTALL DEEPENED FOOTING N N 11 CONNECT 4'PVC PIPE TO EXSTBFG PRIVATE STORM DRAIN MAIM. I& INSTALL TYPE D'CURB,PER COUNTY OF RIVERSIDE STANDARD NO 204. ! �� •7r ® TRANSITION TYPE A-B CURB 1n TYPE'C'CURB PER DETAIL SF-EEr 12 © INSTALL RETAINING WALL BY OTHERS \ \ ® PROVIDE 2'CURB OPENING } B INSTALL TRASH ENCLOSURE PER CITY OF LAKE ELSINORE'TRASH ENCLOSURE R SPECIFICATION'DETAIL WHERE NOIID ON PLANS USE RETAINING WALL — AROUND TRASH ENCLOSURE INLEU OF MASONARY WALL Q INSTALL VALLEY GUTTER PER DETAIL ON SHEET 12 ® STRIP PARKING STALLS IMTH DOUBLE-STRIPED 4'LINES 2'APA.RT. / / / !S r ►+t �kd" \\ \ �9 SOUND WALL BY OTHERS UNDER SEPARATE PERMIT ® TRANSITION TYPE b'CURB(MODIRED 6'CURB FACE), TO rAw C'CURB. // / bR TRANSITION FROM TYPE 0'CURB(MODIFlED 6'CURB FACE) Tt7 TYPE b' CURB(6-CURB FACE). i I I ® INSTALL TYPE b' URA MODIFIED B'CURB FAG,PER COUNTW OF % RIVERSIDE STANDARD N0.204 ® CONSTRUCT 6'PCC DRIVEWAY ® INSTALL TYPE D'CURB(MODIFIEDTO HAVE 0'CURB FACE). ^� Ec ® TRANSITION FROM TYPE D'CURB(MODIFIED TO HAVE 0'CURB'FACE) ? TO TYPE b'CURB(MODIFlED B'CURB FACE) ® CONNECT 6'PVC PIPE TO OUSTING STORM DRAIN / Iq y s / / 1 1 Hw,15 6+119.ee EVC / r�} 'V/r \ �\ � yry r 1411.18 / . O � a \� 1 Tu.. 4:1 SLOPE / 0 i 4.4x \ 1 o 1 c �Y' ePI lor:yJ 1 1 Ar gag Cb le N REFER 70 GH GRADING PLANS �� S1RUC�TI0N 51T14M DR \ / 100 o C (�/1 s ~ / �� °j �.'SS +Zg5`� h .S• /i' \ '®. REFER 10 G/CRAD/NG / ,{y1 / / \r m a FOR 7HE 7RUCRGW OF Al G WALLS �' ti•c a�°� �$' �j '�VAA�• C tc a �3 \\ n C bK �N i SEE I SEE a` a SHEET 3 SHEET 6 PREPARED BY m IN THE EVENT OF STORM DRAW FAILURE,PATHS OF EMERGENCY OVERFLOW ARE o �0 INDICATED ON THE WALLS PLAN BY THE SYMBOL FO DPOFINCS AT WE BASE OF FENSES _ AND BLOC(WALLS MUST 8E KEPT FREE OF 0BS7RUC110N W PERPER/ITY,AND C� j GRAPHIC SCALE Z Im" BE MAINTAINED BY THE INOVNWAL CONDO OWNER UNDERGROUND SERVICE ALERT BENCH MARK REVISIONS: APPROVED BY: DATE QROFESSta� PREPARED UNDER THE SUPERVISION OF: PLANNING ENGINEERING SURVEYING CITY OF LAKE ELSINORE to 0 to 20 30 1 BRASS DISK TOP OF CONC- POST/S STAMPED F--12-70 a k 27715 Jefferson Avenue, Suite 201 e J. 0 Temecula, CA. 92590 G oWIEL J.o'RWRKE PME 47677 M.12/31/06 951-693-3310 OF `' o CALL.•TOLL FREE O.B MILES N0RTHEAS7,ILONC RA/LRCND G'ANyT1N/PC140 FROM 7TVE � �`' �� y� TRACT N0. 31531 & 31532 4 NO. 7ECTK.1 OF ET NO I CANYON RAIL AND STATE•NRg4Q o x m DAB 951-693-3320 Fox VISTA DEL LAGO N0. 71 373:0 FEET NORTNHEST OF RA/LROVID C.MMrr1'C)N RCi40 No.47677 "� 1-800 3o FE>=r s17uTN of/moo Pt7LE n% 1 cur(No1z TT I£ EV.Q/31 5 A caw W„wA scxE PREPARED FOR: PRECISE GRADING PLAN 422-4133 NORrH oOFF AA MARA P r.°10W"cu15 NUME1vr 1.o PEEr s, otvn� " ' >pro' OR AtavTTAv PAAFK'hVUS C 15SMU s or cn� air DATE SUITE 210 D.R. FIORTON FILE TWO WORKING DAYS BEFORE YOU DIG REV 1296095 1F KEY SELOWO d1Y ErC.%"/E>F �A!A?6D1J W.O. FOR: •�N p F.B. LE N0. • Apr 26, 2005 62022PG04.dwg 62022.10 I CONSTRNlCT/ON NOTES: CMSIIRUCT 3•.Ac ON s'ABC caisa=npr A-6 am PER COUNTY OF ilE 501 it An 211D IT LOIV57ROCI 202 4 INSTALL 12'X f2'BROOKS BOX NO GO 1212(OR ECIIVFLANI)PER DETAIL SHEET 12 05 INSTALL 6'PVC'SDR-35 PIPE LENGTH AND SLOPE PER PLAN. © INSTALL 24'X.24'BROOKS BOX NO.C92424(OR EQUIMMT)PER DETAIL SHEET 12 Q7 INSTALL CFANOUT PER COUNTY OF R@ERSIDE STANDARD Na 801 Q CONSTRUCT 4' THICK PCC SIDEWALK . Q8 INSTALL 4'PV=SOR-35 ROOF DRAIN PIPE ® INSTALL DEEPETdED FOOTING / / / / / / / / /roo�� 09 0 CONNECT 4'PV-C PIPE TO EXISTING PRIVATE STORM DRAIN MAIN. ® INSTALL TYPE D'CURB,PER COUNTY OF RIVERSIDE STANDARD NO.204. / /� / I I , / / / ' ® TRANSITION TYPE A-6 CURB TO TYPE'C'CURB PER DETAIL SHEET 12 / ® / - II \ x` \ SL7: CINSTALL RETAINNG WALL BY OTHERS RETAINING TO 6'PIPE GFF ® PRONDE 2'CURB OPENING / / "SO ® INSTALL TRASH ENCLOSURE PER CITY OF LAKE ELSINORE'TRASH ENCLOSURE SPECFlCATION' DETAIL MHERE N070 ON PLANS USE RETAINING WALL // / / / `S �' / /\ �/ / / / y �� AROUND 7RASH'ENCLOSURE INLIEU OF AUSONARY WALL / ' / . , T / / /� / / / \ �x� *oz4 J ® INSTALL VALLEY GUTTER PER DETAIL ON SHEET 12 1 ® STRIP PARKING STALLS WIN DOUBLE-STRIPED 4'LINES 2'APART. / / / 5. 09 SOUND WALL B Y OTHERS UNDER SEPARATE PERMIT. ® /r� / • ® 1RANS1nON TYPE b'CURB,(MODIFIED B'q/RB FACE). C'an. TRANSITION FROM TYPE D'CURB(MODIFlED 6'CUM AC:)TO TYPE D' CURB(8'CURB FACE)). / / / r / / �/ �� / \ / // \�� !� \ �; i•: r.•. a....� ® INS RIVERSIDE Ah1DARD N0 204 ED 6'CURB FALL PER CC/N1Y OF /' �r/ / /( / / / 21 SLLpE \ g \ F CONSTRUCT 6' PCC DRIVEWAY ® INSTALL 1Y1'E D'C1R8(M in HAVE 0'CURB F 1 . ® TRANSITION iRjAI TYPE'' RB(MODIFlED TO H 0'CURB FACE) rl TO TYPE D'=RB(M RED 6'CURB FACE) — ® CONNECT 6'P-X PWE TO EXISTING STORM�ARY © GRADE TO M47Z'H STAIR ELEVATIONS DEERENED CONC NECESSARY / / / / / / / \\\\ tab % 57 LA NIL ex / dP / j / �J 4 (11 J ��.`'+ rA 1 d, < ?of BK' 21.6 IF 22• 92 FS 22e LF "� ? POOL � lY 4 1 V/ ^ \ 4 N� 4 73 �. 1 23 ro PAD EL£V=1428.0 FSAir }} p FOR GRADING OF _POOL AREA SEE x �/ / o / 4 LANDSCAPE PLANS / / G ?}90 ITV Jai 29 / / 6} \\ / / � II V iH 25•TFU /4 Ep S IF Ssz .+�' C4'� fin' 7 Hi ` C bdx 'lo,.,� ��... \\ \\ 2167INV 7 BUILDING »F » 3 1 S-29 f 3X 5u O 1 L S ` ' 0 ? ' S 11:52x PAD EL£ -1430. 1 5-24.81< IQ ® 2 c \ 4 F.F. £LEV 1430.60 26z "c L►�4 M1 SG odd' :�� 0 727 IF �� 8 � � /9 � 8 cN� • � �� 4 2d 561NV \ � 5 5 Vl► 5 SLA �RETAINING f$ � +p� „p�� �E�Tb�P/ } � tC �" 3. RETAINING WALL I BRROOOKS BOXAW NECT {X 30.403 RE 115 IF7 1 .� V 5,Lfr' ' � FG EASEa/ENT fig' 3Z 7 6 Ja38 iC �1 9n' FG 77i 29.86 FS 7elf 2 8 aEi� fS � o^ N N� 60 A :e OVY6Z 9 2-I12'FlRE LINE _�3' r�1 - 5 S- SEE ONS/1E WATER PLANS f 4 FS 6'S1U8 I f 1 I \� 5 2Z5 S=2x I� I �, _ .17 I I 4:1 SLOPE 24.0 INV 7 7 L n46DW Nr R8 "1+' Q •.1*. 4:1 .,� :2.5,2..., .,,; 29.60 29.60 T960 /�3af0 Ja10 Ja10 I .It3/rA REM, Gi.. n��// �i' \ e R5 , /. . e, a .. .I ,.. SHEET 7 I SHEET ET 6 NyEA�caacr OL27TORM D NOW F p�pN�m BY, kNETHE EVENT OF STORM LXUIN FAILURE;PA1HS OF EMERGENCY OVERFLOW ARE fCAIID aN THEPLAN BY THE SYMBOL*OPENINGS AT THE BASE OF FENSES D BLOC(WALLS MUST BE KEPT FREE CF OBSTRUCTION IN PERPENITY AND �'- ` LL BE MAINTAINED BY INNE INDINWAL CONDO ONNER. SCALE.• f= UNDERGROUND 8ERV9CE ALERT Be" MARK REVISIONS: APPROVED BY: DATE Qaocessroro PREPARED UNDER THE SUPERVISION OF: PLANNING ENGINEERING SURVEYING CITY OF LAKE ELSINORE GRAPHIC SCALE BR45S O/SK 77P OF CONC. POST/S STAMPM E-12-70 �a '� Temecula. la. CA, 9 Avenue, Suite 201 � J. D � Temecula, CA. 9259D Min CALL:TOLL FREE O.B MILES NOR7NEAST ALONG RA/[A'Q40 CANYIJN RQ4D FROM THE �` POo ". DMIM J.D'RWFW RC.E 47677 M.12/31/05 951-693-3310 TRACT NO. 31531 & 31532 10 0 10 20 M INTERSECTION OF RAILRaw CANYON ROAD AND STATE HIGHWAY x m DATE: 951-693-3320 Fax VISTA DEL LAGO NO. 71 373.0 FEET NOR7HWE'ST OF RVLROAD CANYON RQ40 No.a7s77 ^+ 1-800 M FEAT snunN OF PO R POLE NO. f1090 CUT NOTE• AwE EV.12/31/05 A µW "���°P �"� 3= SCALE. PREPARED FOR l � a%EWM yr annwaxurws wo�ms�rrrEmien POWf:R POLE ILAS TTN711(�2)GOWN GUYS MONUMENT f.0 FEET PRECISE GRADING PLAN 422-4133 NORTH OFA AN4RKER P1JS, s, OIv1� I'-Io FILE e!E>ts D.R.AgPIGW PAQFK'IKY,CS/AC TWO WORKING GAYS BEFORE YOU DIG REV f296.095 �Tf �. cn�6�rctry 5790 STREET SUBS 210 v DOWER o RX AOL e�15 DATE: GIRLSBAD CAUfrTR M 92008 W.O. FOR:MC%X HOUSING F.B. FILE NO. Apr 26, 2005 62022PGO5dwg 62022.10 SEE SHEET 5 SEE SHEET 3 _ 6 cy�� b O11L' 4 TO \ 6r rGs OONNECT TO 6-RFPE I ,. �+2156 INV 23 RETAINING MULL 7 7 7 /, ' • $4 ° 31.90 DOOR /yam, Wv �r BROOKS CONNECT Z.4 � 1 FG ,�� BROOKS Ba•X 3G D(NMT 1: ,c21Y.:°• © �-,�3' c y` +� 3ZFO �Y M lip T �00Rc 5-15 y1 J 7k' 29.86 FS 7 6g 1LV °� 4 it 9 LF JX ? s4 � FG '� , 2 8 ' 5 2.11X 17L EASEMENT �* A y61NN dT�, / p1 5 9 2-1/2'F6�LBVE S-26X sEE aVUS/1E WATER PLANS _FS FS 6•sru9 24.0 INV 7 I N AFF y s,. - r :. GF.F. GF.F.6 k 1 -aF.F. rGF.F. "GF.F. y "V �dy' �- 29.60 29.60 29.60 JOfO JO10 JG109 '°�'• 1 I � �� }'�+ ,' .Lti ,'..;..„ •.',T. srt'S��' ,� as<. �jk:' ' ,; .. ,�,s• LN'�L,1�Q�, , �,, . Lptir 'av °EA vN Po t (� N Sx .A• r J s - - F .r�. •° �F. d1?JFS •� W - 5 - +Is r, 2280 6VV 2 7. ODOR v W 1 P' rJg1 � • 1 '.•' AA _ ro •, .. r .,.,.,. 1A W 6+31.00 t. ti�:4.1��• fi,A.'c �2� `' 7 1426.30 .. B+SB.00 EYC Cli •• � 8 Q. w� ,,•'• 5 '`Y - - - - - - - 5,600 1426.00 � '+1zs• � ,. 12X Ar,4�'9,y0, . 1.2X I K;I o0 6+ a.3 6+66 B►� 1 >�! PA PO T A V I - 21 - - - - -- y._ • ., 3 rx A I �e > of Y..f RV Q 0 M fi � s `2 . . � fa 1 �- • @ � '>tz 29 e3 21+ •rGF F. "GF.F. 4GF.F A Q°'GF.F. GF.F. GF.F.° � 7 $ b ° V ?�27.f0 2T.60 27.60 �r 2810 2d10 2d10 5�V / - F$ qG 4 e ® 11VY 27.T1 6 2 5 N 6GGd� s: 6 1 h PLUMBING CONTRACTOR 71 ENSURE I r; • •' Tw. WA TERqLS DO NOT FUCT S" • + y W xTTT 9 ORAIN DON "r` GF.F. GF.F. GFF GFf 2840 SEE�QVSIEEWLIN PUNS y61%th 9401W PER PLAN a 0 w O I ( 32� J240 3240 3240ri J240 J240 IC/)7C y� FS > ^ ��, * C9 I zt II r fi 43 As �X DOOR . .\ O0.1P o'• Y F}�O'r ZC �`� 4 j W W Z IQ fS �b 8 B • , 'i 22X B D/i IG »D" 4?s` _7% saw �L� T i 1�_ • ,�f, c STY E / ,y 1S4 LF s 4Y dT Fs T ae1K PAD ELE =1428. 1 �zx V a �, J2 �(~i' \ al C 1 , 5 13l5 LF F.F. ELEV 1428.60 \a 5�s . ,� °� ' 4 4 4 .1 1?+2100 Qa J ••\ l� F' 154LF 5 w$ I �! 1431.11 7X » » P "� 8� FI tiO'EG '�►. c�,1 hh 5 iX� ti� ,q 5 I&B LF ry� `� 5 2�4, S` �, 4 'c nX TW ABU/L D/ G G 2 •. '� 3240>w jago IF ST E / SS--62X 2&8 LF 5 5 S-dIX PAD ELE =1432.4 \ l Z1x e, 14 iD JL90 TF F.F. ELE -1432.90 4 EX 6'STUB •r 1% 21 2 ✓ G 31.00INV f0\ f0 CEO d1X ids LF 11+OA C + EX 6'STUB 4 45 N IX 8'SiU6 5,81V "'If 1 5 •Ni 4 2IL70 64V „�� ,H`t 4 •P,•$ '\ - - - - _ 2d10 91V %5G �Gt i - - AT �4.1 - -yam -� S-Zx Z t - - 3 ry,� SNi 4 n �h £vi�` 2 a 526.8 LF s-29X B l 1 M j `t �50 WV 11 I '�' 4 V J6.85 TW �� pJ22 L 30.50 INV 72 a ,,> ,� 4M1 4� 9,� INS 0 d9x a,; , .Yti'x' '�� I aF 226 LF F0 5 S' �J ti 3 S Ig 1X 31.^ , 5 s-2z I 2 1 SLOPE 5 1.15 LFS-r.46X ��� I A� . .3G S �; *o/.S 5 54,8!F z I SLOPE 5-1.46X LNONNI NN0 A i TO CNN P V'2 22 39.50 UP 5 LF � BZZLO ( I .90 IF 4o.DD>w '6 _ S X 5 21.8 LF 5 3.00,gf. -- ry 3d00 Lip 15 FL 31.90 IF X50 FL X 20.6 LF 5 J200 TG 25 LF 216 LF __ 4 •? 1 c+c S-2X 2.16 LF TRACT 31531 '�B U50 TW S-2X 5 c� c'� 17.s LF TRACT 3/52 �4 s a 45 IN 4 0 A9 g s ✓ _ -` 41 F ® C _ _ 2� � I �VNNA• 27?< 3,6 `-6--� 61( J5�41 1F 6 } `�*r �a �•� �J h 2x SG zs 'h'6 4 k566 �1, 1 0`5�5.5X 5 4 y,t''� 961Nv FO ' i L EM£RIGFMCY OVERFLOW A101£ 4 >t Z >t 4 R3 }C AT, I + 1 I I IN THE EVENT OF STORM DRAIN FAILURt;PATHS OF EMERGENCY OVERFLOW ARE L NOCAIED ON THE PUN BY THE SYMBOL*OPENINGS AT THE BASE OF U Z k1' Q 19.6 LF "°O �' 'y ,P 4 I AT7lTFL0L9I-Wig M ST B-E KEPT FREE OF OBSIRUCVON W PERPETUITY,AND .6 fG� 5 19.6 h FV �'� 3S HILL BE MAINTAINED BY THE INDAIDUAL CONDO/INNER. / BUILD/ G "W" "' I BUILD/ G "X" s'2x eT,a el ., .STY E / 1 �1, I o-,,,l W.,, .,, CONSTRUCTION NOTES. © INSTALL TYPE D'CURB,PER COUNTY OF RIVERSIDE STANDARD NO.204. © INSTALL (RASH ENCLOSURE PER 07Y OF LAKE ELSTNORE'TRASH ENCLOSURE ® TRANVITON TYPE'D'CURB,(MODIFIED 6'CURB FACE), TO TYPE'C'CURB. ® INSTALL TYPE D'CURB(MODIFIED TO HAVE 0'CURB FACE). SEE SHEET 5 SPECIPITCADON'DETAIL WiTE71E NOTED ON PUNS,USE RETAINING WALL 10 CONSTRUCT 3'AC ON 6'ABC © TRANSTION TYPE A-6 CURB ID TYPE'C'CURB PER DETAIL SHEET 12 AROUND TRASH ENCLOSURE INUEU OF MASOVARY WALL © TRANSIRON FROM TYPE D'CURB(MODIFIED 8'CURB FACE)TO TYPE'D' ® 7RANSTIOJ FROM TYPE•D'CURB(MODIFIED 10 HAW 0'CURB FACE) PREPARED BY SCACE.• 1®Ip' 2 CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIV£RSID"E STANDARD N0.200 © CURB(8 CURB FACE). INSTALL RETAINING WALL BY OTHERS TO TYPE'D'CURB(MODIFIED 8'CURB FACE) GRAPHIC SCALE © INSTALL VALLEY GUTTER PER DETAIL ON SNE£T 12 INSTALL TYPE'D,CURB MODIFIED 6'CURB FACE.PER COUNTY OF _ / Q CONS7RtUCT TYPE'C'CURB PER COUNTY OF RIVERSIDE STANDARD NO.202 © PROMDE 2'CURB OPENING 08 STRIP PARKING STALLS MTH DOUBLE-STRIPED 4'LINES 2'APART. ® RIVERSIDE STANDARD NO.204. ® CONNECT 8'PVC PIPE ib EXISTING STORM DRAIN V CONSTRUCT 6'PCC DRLVEWAY GRADE TO MATCH STAIR MA77ONS POUR DEEPENED CONC EDGE AS NECES O Q4 INSTALL 12'X 12'BROOKS BOX NO CO/212(OR EW1'VELANiJ PER DETAIL SHEET 12 9 SWND WALL BY OTHERS UNDER SEPARATE PERMIT. ® © f�""S�_ Z 10 0 fO 70 30 Q INSTALL 6'PVC STIR-35 PIPE.LENGTH AND SLOPE PER PLAN, UNDERGROUND SERVICE ALERT BENCH MARK REVISIONS: APPROVED W. QATE3 ogEss PREPARED UNDER THE SUPERVISION OF: PLANNING ENGINEERING SURVEYING © INSTALL 24'X 24'BROOKS BOX NO.cB2424(OR ELTLTJVELANr)PER DETAIL SHEET 12 BAMSS DISK TOP OF COA61C POISr IS TA= -12-70 o aR 'k 27715 Jefferson Avenue, Suite 201 CITY OF LAKE ELSINORE r� J. o Temecula, CA 92590 TRACT N0. 31531 & 31532 Q7 INSTALL CLEANWT PER COUNTY OF RIVENSDE STANDAJTD N0.6Od o CALL•TOLL FREE O.B MILES NORTHEAST AL ONC RAILROAD LANYDN R04O FROM 7N£ Y E' �StA c1 oANNi J.o'rrouw¢Rc.E 47e77 oa'. 12/at/os 95 Temecula, 3A. 9 ® CONSTRUCT 4'THICK PCC SDEU'ALK /N7ERSEC77ON OF RAILRO"4D 04NMIV RaW AND STATE HIGHWAY 951-693-3320 Fax 6 OF NO. 7/ J73.0 FEET NOl2THIYEST OF RA/LROLID CANYrIN Ra4D w No.47677 m m DATE,' VISTA DEL LAGO 09 INSTALL 4'PVT;SDR-35 ROOF DRAIN PIPE 1-800 JO FE7 SOUTH OF POLY R PoLE NO. 1}090 CUT(NOTE- TT�E EV.12/s1� A P�nw,s xar Mew MR awn�erWm new•n�ua'r SCALE: PREPARED FOR: ® POWER POLE HAS 714t7 r1I DOWN GUYSI MONUUM 1.0 FEET � •« �•�. L.ea�.A...w.�•�.m PRECISE GRADING PLAN INSTALL DEEPENED FOOTING 4ZZ-4133 NOR7H OF A MARKER T. s,, otvtV s 1'=10' OR, hgFgZr£pEyT/IS£75R pgGPoy, 1 5 f1EE1! if CONNECT 4'PVC PIPE TO EXISTING PRIVATE STORM LNtAIN MAIN. TWO WORKING DAYS BEFORE YOU DIG E'LFI! 1296.095 �Te of ct�.vf�e 017Y�e ate DATE: C-90gHgO, CAL/ !q 2 210 p•R, NORIOIy Fl �'•�•�0 �Aa 5OV15 W.O. FOR:WESTERN P IFlC VKNISING F.B. LE NO. Apr 26, 200.25 62022PGO6:dwg 62O22.fO hl ?>S9 FSEE T 6.0 G 18.0 4 k f 1 o > C 4 k, 7 m\'N SW 4 �14 GRAPHIC S j/ / �'� 2 Ste' k FS C� ; I g►'� I x I 10 O /�0 20 30 / / 4V 4 22.2 IF k \M S-1.12x 5 �, I n, I N� Q 1-1 u W `� W� �y �Y f p 9 / 1Z I LIP 0 1/^►R PP / a L 5 1G5 LF EG EG 5 k \ 5 20.3 LF EX 6'SiUIB .� » I.121 A I y� 117 N/ BUILD G 93 S fo 4 2342 INVFG s:;.s F.F. RE- V 1426.8016 LF �' � � �I / e � •� I \ k 1 21.61F s-29 �•�� a 44, E / 50- 1� 9 4 PLUMG CONIRACTOT 10 IT/SURE r \ 8iH DO NOr ggVT 2-1/2•FdPE L/N£ 5 S-1.12z �( 9 A FG ^ SHOWN PLA„U uTERALS AS N .;': 1 SEE LWSIE WATER PLANS 3 , +Tt� \ t 126.30 EX 6'SNB B Y I �'OB>C 6•S 7.2%F..F.1+81.26 a aso ��F. `GF.FF• F. GF.F 26.30 IF / / b/ �0� ''' 20.6 '6' � 6� � 4.4ix:t 1•'lC . TC TC / Tim �" b ti r 7 ' 2 / • �9�4ti�'1 2243t427.62 / 22.62TV TC 1 W � TYP. jc r> 1 REFER TO - - 29 x$ +, FOT COVS7RU>T NORM DRAIN f 0 27.51rSF 2289 ti,M x1�ry Nx�ry. r��1�' 14''a' a BOULDER ROAD 1� �f -_ UM.EASEMENT- 234 -9F 21 SLOPE a I SLOPE 4 � 4 /fL4 LF \ 4 \ �6 5 '{�' %,216LF`f.-�1, ; �� 4► 58 LF 5 22.6 LF6 LF 5 I 1G7 LF 5 22.5 IF �y5b fG X 1. I 29.4 LF R 5 y?x I 5 k ,�� k 7 fi 5 ii.b LF \ \ \ I I I 1.4x W.4 4 y 1 �� xx I fn I ,2,'�� ,�J ,t' l 'G I " 4 S' , 4R7• >< ►56� �t h CP I BUILD/ G "U" +fi•a 5 5�1.7x 4 STY E S FG 46.4 LF5 BUILD/ G "V" BUILDING PAD ELE =1446.3 STY £ / 50.0 LF 5 •� STYE I I F.F. ELF _>446.80 I PAD ELE =1447.8 �-�' '� 4 PAD ELE _ 0 , -"`� - - - I - s s � 7 kti a , DOOR F.F. ELE 1448.30 �/ F.F. ELE _ .50 �, 5 I 8 a `'1$ �� '•� �� I 2 LF !x •� ,. 3,4�.:; 13 9 8 8 7 4 _ rONSTRVCT/ON NOTES.• ' ^INSTALL TYPE b'CURB,PER COUNTY OF RIVERSIDE STANDARD N0.204. © INSTALL VALLEY WT7ER PER DETAIL ON SHEET 12 •, ^® �SiAM 0.OOM 6'O"iffi F"C�PER`XXl"'Y°F SE£ SHEET 9 E7yE,Bc.�•�t�'Y OVERfzOW AnTE IQ CONSTRUCT 3' AC ON 6'ABC. ® ���TIFF A-6 CURB 1b TYPE'C'CURB PER DETAIL SHEET 12 ® STRIP PARKING STALES WITH L10UBLE-STRIPED 4'LINES 2'APART ® CONSTRUCT 6'PCC DRIVEWAY IN THE EVENT OF STORM DRAIN FAILURtr PATHS OF EMERGENCY OVERFLOW ARE INSTALL RETAINING WALL BY OTHERS 09 SOUND WALL BY OR/ERS UNDER SEPARATE PERMIT: INSTALL TYPE b'CURB(MODIFIED TO HAVE 0•CURB FACE). PREPARED INDICATED ON WALTHELS PLAN BY THE SYMBOL FO OPENINGS AT THE BASE OF fND 2Q CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO.200 ® TRANSITION TYPE b-CURB,(MODIFIED 6'CURB FACE), TO TYPE C'CURB. ® I, AND BLOCK WALLS MUST BE KEPT FREE OF OBSTRUCRON IN PERPETUITY,AND 03 CONSTRUCT TYPE'C'CURB PER COUNTY OF RIVERSDE STANDARD NO.202 ® PROVIDE 2'CURB OPENING ® ® TRANSRON FROM TYPE b'CURB(MOLNFlED TO HAVE 0•CURB FACE) BIB U WILL BE MAINTAINED BY THE INDIVIDUAL CONDO OWNER. ® INSTALL(RASH ENCLOSURE PER CITY OF LAKE[19NORE'TRASH ENCLOSURE TRANSRON FROM 11"P£b'CURB(MODIFIED 6'CURB FACE)70 TYPE b' TO TYPE b'CURB(MODIFIED 6•CURB FACE) O AIL SHEET CURB 8'CURB FAGS. SONG STORM DRAIN 04 INSTALL 12•X 12'BROOKS BOX NO CB 1212(OR EOUIVIIANTJ PER DET � Ate, � , WHERERE PER NOTED ON PLANS USE RETAINING WALL ( ) ® CONNECT 6'PVC PIPE TO L70 INSTALL 6'PVC SDR-35 PIPE LENGTH AND SLOE PER PLAN. AROUND TRASI ENCLOSURE INUEU OF MASONARY WALL APPROVED BY: DATE: mess PREPARED UNDER THE SUPERVISION OR PLANNING ENGINEERING SURVEYING CITY OF LAKE ELSINORE © INSTALL 24'X 24'BROOKS BOX N0.C82424(OR EOUIVELANI)PER DETAIL SHEET UNDERGROUND SERVICE ALERT BAH MARK REVISIONS. eR k Temecula. Jefferson Avenue, Suite 201 BRASS OIsK Top OF CONC POSr IS SrAMPEO E-Fk-70 �vo DA Fy Temecula, CA. 92590 Q INSTALL CLEAN-OUT PER COUNTY OF RIVERSIDE STANDARD NO.603 0 °c au6EL J.WROUNM 11c.E.47677 W.12/31/05 951-693-3310 TRACT NO. 31531 & 31532 7 � O CONSTRUCT 4• THICK PCC SIDEWALK CALL:TOLL FREE O.B wEs NOR7HEAST ALOJYC RAILRO40 CANYt7N EtGuO FROM 7H£ F m ��; 951-693-3320 Fox VISTA DEL LAGO 1N7PRSECflON OF RA/LRCAL2 CANYON RYkD AND STATE-HIaMAY w No.47677 m PREPARED FOR: PRECISE GRADING PLAN 0 INSTALL 4'PNC SOR-35 ROOF DRAIN PIPE NO. 71 373.0 FEET V0Rro*rSr LIF R 1LROAD CANYON RCt40 � A near n es reic Ares rtM maw+,x rrW nc A�sY1a+e1>F �E 15 wig '�-800 30 F71ET SOU7N OFPo POLE NO. 1f090 CUT(NOTE• iwf- e.o.1zp1/as ���eQ��,�y�,uQ NoeroevrwrEa+r� 1-10 ® INSTALL DEEPENED FOOTING 422-4133 PowER POLE HAS TTEn 2 oolEly Curs)AA7NUMENr 1.0 FrEr sf °tvt�- y D.R.fA7R..7gV�11ES1ERN PApfC'Agfa61C FILE NORTH OF A AWPKER 7 3790 STREET, SUITE 210 11 CONNECT 4'P VC PIPE TO E70STING PRIVATE STORM DRAIN MAIN. '�` or CA�f�� AM o �Na.re4L6 l��' CARLSB4D, GIL/Ft7RNN 92008 W,O. FOR:�y7ER IFlC EKN151NG F.B. FllE N0. ® INSTALL TYPE b'CURB,PER COUNTY OF RIVERSIDE STANDARD NO.204. TWO WORKING DAYS BEFORE YOU DIG t7 EV 1296.OA5 62022.1 62022PG07.dwg Apr 26, 2005 SEE SHEET 6 _ nut;l JTJ,T1 1.1.11DU 1w _ - - ?SB LF 5 at TRICE Ji32 _ \M I 31.90 IF 5 17.I LF V i AS- 6 LFI 4 r i 4 I -A Nl. / a MEN ? I I I S�2X .o � �c� � �h V� I 4 BU�pLG SW 4 STY E / � Q I REru c WALL su ATN /BUILDING 2"i — —� PAD EL£ =1447.E I �' PAD RE =1445.9 T TD Ex 6 D.18PE — F.F. ELE =1448. 1 I F.F. ELEV 1446.40 17aLF 5I ` NTETANINc w suBDRA1N — 8 7 CONNECT TO PIPE I I \ �. a �29 F S 7 7 D0 I 7 7 1 44.OJ Tiff - 000V7 .�.I�'. .1F - 9 Oi9f INN 4 TYR 4 2-1�Y FIRE UNE 2-1/2'FIRE UNE 5 dt E 8 SEE ONSIIE WATER PLANS SEE ONSIIE WATER PLANS S-s.fs UnL EASEMENT GFF 7 'J` E7L 8 SNB GFF GFF •GFF •GFF I Zr p' pp��FF GFF � •GFF • • � 47.60 47.60 47.10 47.IO 45 90 4190 4190 45 40 4 40 'IV e W e BIV _.- ix I l - - - 9+00 OLW If ECT TO DROP 1 LET" �3� N ,�� — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - 47.20 TW 4a57 TW / I - _ 46. 7F Hs d 41 471.88' 5138 TW 4*70 46.17 sass LIP 5-1.68 FL 5150 UP 2 1 SLOPE / CONSTRUCT/ON NOTES: --I SLOP£ // iD CONSTRUCT 3-AC ON 6-ABC. 02 CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD N0.200 03 CONSTRUCT TYPE'C'CURB PER COUNTY OF RIVERSIDE STANDARD N0.202 / INSTALL 12'X 12'BROOKS BOX NO CB 1212(OR EQUIWLAN7)PER DETAIL SHEET INSTALL 6'PVC SDR-35 PIPE LENGTH AND SLOPE PER PLAN. INSTALL 24'X 24'BROOKS BOX NO.C82424(OR EQUIVELANT)PER DETAIL SHEET (D INSTALL CLEANOUT PER COUNTY OF RIVERSIDE STANDARD NO.603. CONSTRUCT 4'THICK PCC SIDEWALK — — — — — _ _ _ Q9 INSTALL 4'PVC SDR-35 ROOF DRAIN PIPE. j ® INSTALL DEEPENED FOOnNG 4'PVV IPE TO DMING PRIVATE STOW I MAIN. ® INSTALL TYPE D'CONNECT P OU CURB PER COUNTY Y OF RIVERSIDE STANDARD NO.204. © TRANSITION TYPE A-6 CURB TO T/PE C'CURB PER DETAIL SHEET 12. © INSTALL RETAINING WALL BY OTHERS: © PROVIDE 2'CURB OPENING INSTALL DETAL IIHERE NOTED ON PLAN�AINIING ENCLOSURE AROUND TRASH ENCLOSURE INLIEU OF MASONARY WALL. ® INSTALL VALLEY GUTTER PER DETAIL ON SHEET 12 ® STRIP PARKING STALLS VAT"DOUBLE-STRIPED 4-UNES 2'APART. �9 SOUND WALL BY OTHERS UNDER SEPARATE PERMIT. ® TRANSITION TYPE D'CURB,(MODIFIED 6'CURB FACE), TO TYPE C'CURB. ® 7RANS770M FROM TYPE'D'CURB(MODIFIED 5'CURB FACE)TO TYPE D' CURB(8-CURB FACE). ® R/STALL TYPE D'CURB MOOIFlm 6'CURB FACE;PER COUNTY OF RIVERSIDE STANDARD NL.204. ® CONSTRUCT 6'PCC DRIVEWAY ® INSTALL TYPE D'CURB(MODIFIED TO HAVE 0'CURB FAC=)TRANSITION FROM TYPE'0' . ® TO TYPE D-CURB M{GaFlED 6'BC1RRB FACE)RED TO HAVE 0'CURB FACE) I ® CONNECT 6'PVC PIPE TO EXISTING STORM DRAIN © GRADE 70 MATCH STAIR ELEVATIONS POUR DEEPENED CONC.EDGE AS NECESSIRI EME77taE7NCY OVERfIOW IIEO7F PREPARED BY. IN THE EVENT OF STORM DRAIN FAILUR&PATHS OF EMERGENCY OVERFLOW ARE .,� INDICATED ON THE PLAN BY THE SYMBOL*OPENINGS AT THE BASE OF FENSES &O AND BLOCK WALLS MUST BE KEPT FREE OF OBSTRUCTION IN PERPETUITY,AND MLL BE MAINTAINED BY THE INDIVIDUAL CONDO ONNER. — UNDEROROUND SERVICE ALERT BENCH '?REVIS04: APPROVED BY. DATE: Q 0EE5SIpA PREPARED UNDER THE SUPERVISWN OF: PLANNING 1 NGTNEEkiTYiG ELuavExuTG CITY OF LAKE ELSINORE BRASS DISK TOP Or iv_1NC POST IS STAMPED E-12't70 o k Temecula, laelfCk 9 Avenue, Suite 201 G/�IPH���. �c. 0 �. Temecula, CA 92590 CALL:TOLL FREE a8 MILES NORTHE ST ALONG RAILROT40 CANWN ROAD FROM THE 3 Gp cZ DMIEL J.o'MXWM RC.E 47677 EXP.12/31/06 951-693-3310 TRACT NO. 31531 & 31532 g OF IMERSf0 0 10 SO 30117� NO 71E J730 FEET HEST OF A'A/LR04D GNY�N HIGHWAY �d x m Ly,�; 957-893-3320 Fax Nu.47677 m VISTA DEL LAGO 1-800 30 FE T SOUTH OF Po PotE N0. 14o90 CC? rvoTE TTROAD�E E-p 12/31/05 P� AAV� muffx' � � " D PRECISE GRADING PLAN 15 POWER POLE NAS 71Y0W2 =CUY. MONUME�ILO FEET s ctvfu r �W 1 610' QR Ag4/AV FMAfx'htlOWMG 422-41$3 NORTH OF A A[4RKE7t POST. ''e �r� %S STREET, SU17E 210 FILE � TWO WORKING DAYS BEFORE YOU DIG EZEI/. I298.095 of cw WY ,W,,, y,A Du11T• Ci1RLSLi4D, CAUFORNlA 91008 W.O. ;D.R.110RfON F.B. FILE H0. WESTERN P IFlC HOUSING Apr 28, 2005 82022PG08.dwg AIN 82022.10 SEE SHEET 11 SEE SHEET 7 1@4 I ���, UvSTY E tv 483 PAD RE -- >446.3 4 I BU/LD/ G V � BUILDING .0 RE O \ - - _ - _ - F.F.�£LE' -1446.80 PAD E 1447.8 m � STYLE DooRs F. EL 144p PAD ELE _ 8.30j I F.F. ELE - 4/ B I, .° 7 \ DOOR ,Sh ryo.. R , 4 ., 4J{ � ...I'' •'N 4 j ...,,� \ S I PLUMBING TRAC �' ^ 7 •'k ' t' 4 I'.. WATER TAP TOCpENySURE 47. _'1,•°�.• ° SHOD LITERALS AS CT 9 •.... I k 5 S�321 7 1Y1- �7 *2 j '"NOUN J '.e .,•..,'.; 'L.•;,,:•.;_ 31 l , •J. '... 5.8'LF 5 WAUI I U IEq�T,,R�AC N TTO ENS/ +1r•�a 2-1J2'FIRE LINE 7. f M>H ROQ�DRAIN U ASfLICT j 41, ONSIJE WATER PLANS 4290 IN "OO F5 SHOMN PER AN 6ff -- - - - - --- •OF INV. ,�, IX 6 STUB 48.5R0�i,F�/y AA t p 4580 CFF O 9VK 1 CONNE W �@pRq�/y TIP.9 4120 iNV •�. I :',I.. 4580 ,&� N� IN °• w•! ,may 4 TD OGYCS BOX j SFE,AV.SRRE 1AER PLANS DL 8 S1UB I ••4 h �400 I Ey ECi eRD `� •: • s CfF h tiff •''r I �` — �'.• 47.30 47.30 4ZX 30 OFF s' A4OO _ Y I p AbW• 47.BO f GFF 41 it 47.801NV. ,'�1• OFF CFF i 47. 47. BP BO�i: .BO .BO I 5 e. sr• _ 47 "r .r q,•. 8 V. 1 •� w o I �A;• f E _ r .0' .. °• . :.`•. ..ate .•. • - \.e• ,. .... �:. •., ,,; :,. .. ..• _ :i INK d R i Y ,y• - 4 00 V' / • 5 rJ'8.74Y' ... -URL EASEMENT _ - - -�y G7 — — CON57RUC"M OF STORM� 1 �M 1kg1•�Q\ V/.STD o •' �. r � ,� � � •� i I � TW M�44-00 5344 -- -- __ 40 46. :y:'. ',• 30 Fl PAS 1� .V � R � / � I 5294 UP i 5114 UP 51.94 FL `•' Mb30AW •r1tE WA ,. 5214 fL P 1.1 SLCPE $IZ s 5-80 Ry3r.. 13� VI Be AS874• lk / — - - - - _ —__ - - _ - - _ - - _ - - _- - - -- - - - _ 1 rav/f � 116 1 y G 0 �$ CONSTRUCT/ON NOTES• 45 BUILD C 5 n \ \ \ 0 CONSTRUCT J'AC ON 8'ABC f G� 444• Q CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVMDE 5.30 \ Z �' \ / Q CONSTRUCT TYPE C' STANDARD No.2oo �� CURB PER COUNTY OF RIVERSIDE STANDARD 202 G 4 INSTALL 12'X 12'BROOKS BOX NO CO 1212(OR EOUIVfl.ANT)PER DETAIL SHEET 12 PAD EI,E� .sr" _3 1 \ p INSTALL 6•PVC SDR-35 PPE LENGTH AND SLOPE PER PLAN, I � © INSTALL 24'X 24'BROOKS BOX Na C82424(OR EQUIVRMT)PER DETAIL SHEET 12 tJN WA1�. y f0 i i I 07 INSTALL CEANOUT PER COUNTY OF RIVERSIDE STANDARD No.603. 5 p1E� I , A I QB CONSTRUCT 4'THICK PCC SIDEWALK INSTALL 4'PW SDR-35 ROOF INSTALL DEEPENED FOOTING DRAIN PIPE . 5 I I 11 CONNECT 4'PVC PPE TO EOUS77NO PRIVATE STORM DRAIN MAIN, ® INSTALL TYPE'D'CURB,PER COUNTY OF RIVERSIDE STANDARD NO.204. TRANSITION TYPE A-6 CURB TO TYPE'C'CURB PER DETAIL SHEET 12 ?X INSTALL RETAINING WALL BY OTHERS i 5 A / ® PROVIDE 2'CURB OPENING INSTALLTIO ENCLOSURE PER N07ED ON LAKE USE�aASH WALL LIRE $1 y,OPE I AROUND TRASH ENCLOSURE INUEU OF MASONARY WALL INSTALL GUTTER PER DETAiL ON sHEE-T 9 1 4 ® STRIP PARKING STALLS 7H owa E-STRIPED 41 LINES 2'APART. SOUND WALL BY OTHERS UNDER SEPARATE PERMIT. ® TRANsmoti TYPE D'CURB,(MODIFIED 6'CURB FACE), TD TYPE'C'CURB. TRANSITION FROM TYPE'D'CURB(MODIFIED 6-CURB FACE)TO TYPE-D- CURB(8-CURB FACE). RIVERSIDE STANDARD NO.204./ ® INSTALL TYPE D'CURB,MODIFIED 6'CURB FACE,PER COUNTY OF ® CONSTRUCT 6'PCC DRIVEWAY i / ® INSTALL TYPE D'CURB(AKDRED TO HAW 0'CURB FACE). / ® TRANSITION FROM TYPE'D'an(MODIFIED To HAVE o'CURB FACE) TO TYPE-D-CURB(MODIFIED 6-CURB FACE) ® CONNECT 6'PVC PIPE TO EXISTING STORM DRAIN ® GRADE TO MATCH STAIR ELEVATIONS POUR DEEPENED CONC EDGE AS NECESSARY If EMER UCY OVERFLOW MOTE PREPARED BY: AIM THE£VENT OF STORM GRAIN FAILURE;PATHS OF EMERGENCY OVERFLOW ARE _& U D/s INDICATEDON THE PUN BY THE SYMBOL FOOPENINGS AT THE BASE , FE AND BLOCK WA L WALLS MUST BE KEPT FREE OF OBSTRUCTION IN PERPETUITY,AND WLL BE MAINTAINED BY 7H£INDIVIDUAL CONDO ONNER. MEL SCALE.• B � 1'=1p• UNDEROROUhiD SERVICE ALERT BENCH MARK REVISIONS: APPROVED BY: QA7E: Q�ofEss PREPARED UNDER THE SUPERVISION OF: PLANNING ENGINEERING SURVEYING CITY OF LAKE ELSINORE 5'• K Top OF CON �T/ �T�P£D 12 70 o k 27715 Jefferson Avenue, Suite 201 GRAPHIC SCALE CA LL:TOLL FREE 0.8 MILES NORTHEAST ALONG R4 AD/LRCMD GWYoN Raw fAoM THE � J• o� y Temecula, CA. 9z590 1A7ERSE17770N OF RA/LRC140 CANYON RO14D AND STATE HIGHWAY Gp m DANEL J.o'ROuRw Rc.E 47im m.12/31/05 951-693-3310 TRACT NO. 31531 & 31532 951-893-3320 Fax 9 OF f0 0 10 20 JO p NO. 71 3730 FEET NORTHWEST OF RA/LIRcuD GINYON RQ4D No.47577 m °A — VISTA DEL LAGO 1-VOQ 30 FE2`T SOUTH OF POWER POLE NO. 14090 CUT(NO7E.• PIE ..z/ar/os n n'206m Aram-r c nmw AFAN9M9eV£ SCALE: PREPARED FOR: 15 !��1QpgllVl &NY A10 MIr UffS A!O A/pelf WY K mrEII POIfE7T RILE I•IAS' 71ND 7 DOWN GU)5f MONUMENT 1.0 fEET PRECISE GRADING PLAN 422-4133 NORTH OF MARKER T. s Ctvi� 1 i 10' 10 FILE I i r�r QR. /ANt7UV fl1l:%'K•IKY.Ca7AC 4FI�Is TWO WORKING DAYS BEFORE YOU DIG EZEV. 1296.095 or crall� �•t71tlMVEDP 047E.a 913 DATE: �SSW,, r�fO NIA 92" D.R HORR7N W.O. :NES7ERN P FlC HOUSING F.B. FILE NO. Ape 27, 2005 62022R;09.dwg 62022.10 SEE SHEET 11 CFF9- P 41.40 , a n'� 40. q1V µ F T •� rW4 1 8. B � ��, 1 • � C1 10.�5 •� L •�. 4 . . G �I z E ° a „ 7 1/ .9 3. all, I • e S T YY V i P x 6 v .. :•.6 � 3 b o� •` 1 y � o x • A 9 P °"880 4Z80 44•JO 1 1 3 414 /2 r •n •4. N• 44 J0� / 43OD 2-1 'FIRE LAVE SEE ONSHE WAT Y t+*1 'lam 7C 5 • 33� LF ,. 'Kr... INY.. ✓ 8.8 �� ,1�3.F00 �KIi e.. •' i 5.1 Py •.GFF i 9 a, • � �9 4 �, � k 6 �ej 42. 75 a DOOR ° pe / UIIL EA5iEMENT 6FF 5 y.2� a 43J3 41.20 FIREOW LRIE , 136 If 5 DOOR FC •GFF 40.70 2-1 �WATER 40.20 4545 1 V 9 F? 37 G 7 7,Nv • : . '� , �� BUILD G „Q„ W ° 1 41. FS 6 Wiz% �I ST £ S 1Nv 36 TO V DOOR k RETAINING�Ael�NN PAD ELE -1444.8 CONNECT" F.F. £LEV 1445P 30 q 41.53 Fs " Es G P z5 2 5 E5 Es DooR BUILD / S. 6 O �t+ B ST f 1443'D z 5 A'oa Ail �NN ti ' �` pqD ELE 443.5p s' " e 4 *r 8 /S RETAININGTWO n ""5 BOX ��' k`�i�c' 8 LF c SA fLEV 1 4 ,c� I I z= z� 2X �, ' ►� z� O CONNECT 1 5 5 2X F.r• 5 z2 F' 2 ° Z, 6� ^ BUILD I G SOI 4 4D6y - I STYL y ^� �%ry ELE �/ pETpINING WALL SUEIDRAIN -1441.� LF 5 17.5 LF 5 1 �' 0 5� qG�4 � 2�� � F � 19.3� �',ri z1.1 tF 5 �'� 2y6 LF 5 \ CpNYI'CT TO CLTJVI O.UT PAD ELEV 1441.7 4 o s x s yzz � s•� ,\ ►�G� f d L 5150X z3O IF F.F.LF 5�. LF 5 `i M,ti 6 �P 2i 4do _ may, 4 o .� 21 SLOPE 4 w' 4 + 4 •A A05p F TTfl �/ as 16.6 _ 1Y S. ° A\\ \ 48.5 T �� ` - 2'1 S' 00 \ p SIP - 21 SLOPE ISM • GRAPHIC SCALE 10 0 to 20 30 ® INSTALL TYPE D'CURB,PER COUNTY OF RIWRSDE STANDARD NO.204. © INSTALL TRASH EWaOSURE PER CITY OF LAKE ELM ORE'TRASH ENCLOLSIIRE ®9 SOUND WALL BY OTHERS UNDER SEPARATE PERMIT. I� IXXISINUGI 6"AX;MWWAr dlElilA011CY OVPR1<LOW A4VTF CONSTRUCT/ON NOTES.' ® iRms7m TYPE A-B CURB TD TYPE,C,CURB PER ium SHEET 12 � ��OS WE I�OF 0 PLANS U��AMIM/G WALL ® m� TYPE D'CURB,(MODIFIED 6'CURB FACE), TO TYPE'C'CURB. ® INSTALL TYPE'D'CURB(MODIFIED TD NAvr 0'CURB FACE). BARED 9 IN THE MT OF STORM DRAIN FAILURE;PATHS OF EMERGMCY OVERFLOW ARE CONSTRUCT d'AC ON 6'ABC INSTALL RETAINING WALL BY OTHERS 1 TRANSITION FROM TYPE D'CURB(MODIFIED 6'CURB FACE)TO TYPE D' TRANSITION FROM TYPE D'CURB(MODIFIED TO HAVE 0'CURB FACE) SaRgm ND/CA1ED ON THE PLAN BY THE SYMBOL�OPENAFGS AT THE BASE OF ® ® INsrAu VALLEY G/1TTER PER DETAIL ON SHEET 12 CONSTRUCT TYPE A-8 CURB PER COUNTY OF RIVERSIDE STANDARD N0.200 CURB(6'CURB FACE). TO IYPf D CURB(MODIFIED 8'WRB FACf) D BLOCK WAILS MUST BE KEPT FREE OF OB.STRUCR(MI/N PERPEIINTY AND © PRONDE 2'CURB Ol'E11MIGSTRIP PARKING SIZALLS WIH DOUBLE-STRIPED 4'LINES 2'APART. NfLLBE MWIAIFIED BY THE INDIWDUAL CONDO ONNER. CONSTRUCT TYPE C'WRB PER COUNTY OF RIVERSIDE STANDARD NO.202 INSTALL TYPE'S CURB MOOFlm 6'CURB FACE PER COUNTY OF CONNECT 6'PVC PIPE 1b EXISTING STORM DRAIN INSTALL 12'X T2'BROOKS BOX NO CB 1212(OR EOUIVELANT)PER DETAIL SHEET 12 SOUND WALL BY OTHERS UNDER SEPARATE PERMIL RIVERSIDE STANDARD NQ 204. /„q, ro m uPmu cruo n cv.nnuc o.vro nrrocurn n.u,n rnrc Pc. la INSTALL 6'PVC SDR-35 PIPE LENGTH AND SLOPE PER PLAN. UNDERGROUND SERVICE ALERT MICH MARK REVISM: APPROVED BY: DATE: • -VESS PREPARED UNDER THE SUPERVISION OF: PLANNING ENGINEERING SURVEYING CITY OF LAKE ELSINORE gv4SS D/S1r TOP OF CCONX AZT`/S STAMPED E-12-70 ova '( 27715 Jefferson Avenue, Suite 201 © INSTALL 24'X Z4'BROOKS BOX N0.CBT424(OR EQUIVFLANI)PER DETAIL 51/EEf 12 �� Temeculo, CA. 92590 7 INSTALL CLEANOMUT PER COUNTY OF RIVERSIDE STANDARD NO.603• o CALL:TOLL FREE O.B MILES wRTHEAST AL w RNNLIPCND C.AM'DN Raw FROM THE' ��`' ROc 2. o�wiEl.J.o• ac.E.aen ow.,zv3,�os 9s1-693-3310 TRACT NO. 31531 & 31532 10 ^0ERSEC7XAN OF RA/LRO0fD CANYIIN RCAO AND STATE HIGHWAY x m DATE 951-893-3320 Fox VISTA DEL LAGO OF 80 CONSTRUCT 4'7HICK PCC SIDEWALK A/0. 71 373.0 FEET N 19-JAIWEE'ST OF RANLR6140 CAMtON ROAD 4o.47677 m m PRECISE GRADING PLAN 15 9 INSTALL 4'PVC SM-35 ROOF GRAIN PIPE 1-800 30 FEAT SOL//H CIF Po POLE NLL 1 CUT NOTE.• 17�E E.P.,z/aF/os »DOE^ A' yCOYA SMfflf LAW ANiff"W�' ��•^p'6 SCALE: PREPARED FOR: PoWER POLE IA4.S IINJ1Y(2JR DOWN CUPS A/ONCIMEM 1.0 ff£f craEwnaenr an.xorwFrua woo iev�•wrrsaax 1 lo, ® INSTALL DEEPENED FOORNG• 422-4133 NORTH OF A AgRKER PLLTT. sr �tvt� �r 52YO FLEET S7W BV SUflEAQW/RN15k1C Flue s if CONNECT 4'PVC PIPE TO IX1S17NG PRIVATE STORM DRAIN MAIN, TWO WORKING DAYS BEFORE YOU DIG FZEV 1298.095 '�e °F c"`if�r AVV O ME AU 5W11 DAB LSEZ�EET CkIfOWN 9 Flo W.O. FOR:DEN P NOISING F9• FILE NO. AAr 27,, 2005 62022PGIO.dwg 62022 1 10 0 10 20 30 LAJ STREET — _ - - - - - ��c?`'� _ - � - - - ----� - � �AC7•T,��' GAPE _ _ I ♦6Z4 r r M.BZ9 flN , 5 y1s \1� i 21 SLOPE 5 s- o2x `` 1 5 ylx / 1 6 5 Ss2% I 5 LF 4w S e.2% / 1 5 y1.9% —409 LF 5 5.1.9% I 4212—LF I > 1 5 �15 LF .5% -601 S` ►/ i k ---` 4 4 I 4 I 4 Now LF i 6 �_ 22 11&5 1 5 5 LF 5 �y,.5 _ �,'�� ►� `<0 _1 1 t r1 \ J7 t2? 4 7 4 C %l 3 1 1 4 MN ►k 1 c III BUILD/ G f,T" i `r 'o 0 LF �' STY E / 0 224 LF 5 , .1 fd2 4 15.1.9%5 �I �* ` 04$}3.s�i NV ;� I sr � � PAD ELE =1444.0 ri i — ` , 1 4 I � � F.F. rLEV 1444.50 — 4 ` I ff of Rry 5 44.5 7 LF 5 "r i ,L. B��p�LG 54 '' + 8 a 8 \,0 PAD ELE �i 44 •2•9 LEV 13Ury1L INS 1� ` �� , ' , <,,. ' 5 V� -4 1440,90 ti PAD E-L y.144 I y F• E� — ti k"� 4 1 4I s F• 9 1�.�. A �Ji ,y ~� ,r ' 1 1 . 2-1/2'FIRE LINE 3e.3 WV SEE ONS17E WATER PLANS NB 11. 5 f-•e�a 7 3 a 7 4 6 Y. $.. y • - 50 GFF 40 f<F GFF 1 .�jC ! M• I �9 ,�rr0 4.I50 44.00 i1.00 H.DO rsF 1 41.23 FS (FF �' ,ywo PLANS °3 z-+/ EwnNTti " ` 41.23 f5 7.11 V a, � 3 S1U8 •Off 8 j 7 1 S a• ty• W- DOOR E% a cFF0 - ;e F 1 ., °ti .. .. .., w4 •. , / e f AA ° � . ... INV W FJv 6 STUB GFF & A 4p•4 '. 10B %5 39.9 • u •• 1 , Q INSTALL TYPE'0'CURB,PER COUNTY OF Rl"SJDE STANDARD NO.M. ® INSTALL VALLEY GUTTER PER DETAIL ON SHEET 12 TRANSITION FROM TYPE-b'p/R8(MDOIFIED 6'CURB FACE)TO TYPE v ® 7RANS 77ON FROM TYPE'D'CURB(MOOfFlED 70 HAVE 0'CURB FACE) CONSTRUCT/ON NOTES.• TRANSITION TYPE A-6 CURB TO TYPE'C"CUR'8 PER DETAIL SHEET 12 STRIP PARKING STALLS M17H DOUBLE-STRIPED 4'LINES 2'APART. CURB(8'CURB FACE). TO TYPE b'CURB(MODIFIED 6'CURB FACE) SEE SHEET 10 I SEE SHEET 9 © ® 10 CONSTRUCT 3'AC ON 6'•ABC. ® INSTALL TYPE b'CURB,MODIFIED 6'CURB FACf PER COUNTY OF ® CONNECT 8'PVC PIPE TO E70S71NG STORM DRAIN EI/k791GE)MCY OVDPfZOW MOIZ' Q4 INSTALL RETAINING WALL BY OTHERS 09 SOUND WALL BY OTHERS UNDER SEPARATE PERMIT. RIVERSIDE STANDARD M0.204. GRADE TO MATCH STAIR ELEVATIONS POUR DEEPENED COIJG EDGE AS NECE PREPARED W THE EVENT OF STORM DRAIN FAILURE;PATHS OF EMERGENCY OVERFLOW ARE 2Q CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO.200 © © PROVIDE 2'CURB OPENING. ® TRAN57RgJ TYPE b'CURB,(MODIFIED 6'CURB FACE), TO TYPE'C'CURB ® CONSTRUCT 6'PCC DRIVEWAY INDICATED ON THE PLAN BY THE SYMBOL OPENINGS AT THE BASE OF FFNSES O 3 CONSTRUCT TYPE'C'CURB PER COUNTY OF RIVERSIDE STANDARD NO.202 © INSTALL TRASH ENCLOSURE PER OE OF LAKE EISMORE'TRASH ENCLOSURE © TRANSITION FROM 'D'CURB(MODIFIED 6'CURB FACE)TO TYPE D. ® INSTALL TYPE'D'CURB(MODIFIED ID HAVE O'CURB FACE). _ � AND BLOCK WALLS MUST BE KEPI FREE OF O8S7RUCRON IN PERPENITY, AND t�4 INSTALL 12'X 12'BROOKS:BOX NO CB 1212(OR EOUIVLTANT)PER DETAIL SHEET 12 SPECIFICATION-DETAIL WERE NOTED ON PLANS USE RETAINING WALL CURB(8'CURB FACE). O Z AROIMILL BE MAINTAINED BY THE INDINDUAL CONDO OMNER. 05 INSTALL 6'PVC SDR-35 P'JPE LENGTH AND SLOPE PER PLAN. 6 INSTALL 24'X 24'BROOKS BOX NO.CB2424(OR EQUAnMT)PER DETAIL SHEET 12 UNDERGROUND SERVICE ALERT BENCH MARK REVISIONS: APPROVED BY: DATE c OfESSTp PREPARED UNDER THE SUPERVISION OF: PLANNING ENGINEERING SURVEYING CITY OF LAKE ELSINORE O BRASS DISK 70P OF CONG POST IS STAMPED E--12-70 4 27715 Jefferson Avenue, Suite 201 �+ Temecula, CA 92590 7 INSTALL CT 4'THICK PER COUNTY OF RIVERSIDE STANDARD N0.603. �� J. ° m NOEL J.O'ROUWE RC.L 47e77 E7:P.12/31/05 951-693-3310 TRACT NO. 31531 & 31532 11 o CALL•TOLL FREE 0.6 M/LE5 NORTHEAST ALONG R4/LRQ40 GWYi7N RC14D FROM 7N£ � �`' AO '� 08 CONSTRUCT 4'THICK PCC SIDEWALK INIERSEC170N OF RAILROAD CANYUN RC:40 AND STATE HIGHWAY m DAB 951-693-3320 Fax OF pp NO. 71, 373.0 FEET NORTHWEST OF RAILROAD CANYt7N R040, No.47677 VISTA DEL LAGO 09 INSTALL 4'PVC SOR-35 WOOF DRAIN PIPE 1-800 30 FEET SOUTH OF Po POLE NO. 1�090 CUT(NOTE.• THE °L 'V.12/31/05 b "�^�^'�'� # * RV�`�•�^'� X �•E PREPARED FOR: ® INSTALL DEEPENED FOOTING POWER POLE HAS 7H,7 2))DOWN GUYS.)MONUMENT 1.0 FEET m cjvY� °°E1Q°"°y� O"•'`1O''�'£�'MDAR "MYSE`�"'A 1^1D' OR hgPRW�Es7ERN PAaFA^1>tirarnG PRECISE GRADING PLAN 15 mw 422-4133 NORTH OF A MARKER PoST. 4 FIlE 11 CONNECT 4'PVC PIPE TO ENSRNG PRIVATE STORM DRAIN MAIN. Edt`' �, ��• 50790 fL STREET, SUITE 210 TWO WORKING DAYS BEFORE YOU DIG ELEV. 1296,095 CN•� &,527/ua° RX AV.501J DATE G4RLS640, GAL/FORNLA 92008 W.O. FOR:M,'r CIF,}p;,F.B. FILE NO. Apr 27, 2005 620?2PG11.dw9 52022.10 NO. 1212 TOP SEC77ON CB-2424 TOP SECTION SGR-2424P STEEL PARKWAY ORATE-ADA, WT 541 5.0, OR q�IO14 OR EXTENSION OR SGR-2424T STEEL TRAFFIC GRATE-ADA, WT 961 N1M OR W/0 G4L1L FAME NO. 1212 STEEL PARKWAY OR TRAFFIC W/0 K.O. ¢ 1.0' � 1.0' GRATE GALX 0 9-4X-AD1 �F sw O"Fid11E _ 1 A WT 321 �. tir 10 FXE DF I 120'TO FACE A011ED GYdB OF CURB �PCC TYPE C'CURB PERT 6-TYPE V STD.104�jg� DRIVEWAY RCTD STD.202 3 % GE n /6'A.B. (MIN) DRCN SECT/ON A-dA SO-2424 STEEL PARKWAY OR TROTTC NOT TO SCALE CB-2424 LOWER SEC77ON SOLID COVER W/KNOCKOUT WT 801 PARKWAY NO. 1212 LOWER 5£CTM NO. 1212 STEEL PARKWAY OR TRAFFIC WITH OR W/0 GALV. FRAME WF 1051 TRAF. _= 12.5' 12.5' WITH OR COVER ONE EACH WACLNOCKOUT SWr OLI2wr�TRAF.AY - __-___- ==---- 0.5' 12IV F 120'TO FACE PCC TYPE'C'CURB PERT cum TYPE C'CURB02 c DRVEWAY ORNEWAY RCTD STD.202 3`_ 202 PCCTD STD. OX • -_- � �J'AC/6'A.B. (MIN.) CB-2424 TOP OR EXTENSION SECTION n•5.d SECTION HT. In AVAILABLE SECT/ON B-B ••2424 76 6' 30J W/0 K.O. NOT TO SCALE '•2424 T12 12 606 W/O K.0. AO' 2424 T18 18' 909 W/0 K.O. qo (�-2424 BOTTOM SECTION • 2424 T18 /8' 909 W/(2)B'x14'K.O. 115' 12•S' 1.0' 9265 1.0' N0 1GAL LONER SECTION 4 2424 724 24' 1030 W/(2) 14 x14-K.O. 12.0'TO FACE 120'TO FACE `a W GALV.FRAME N0.SEC77ON TOP OR EXTENSION SECTION 0.8' OS' pQE CB-2424 LOWER SECTION OF CURB OF CUIQg �yc 1212 76 fi 104 W/t SECTION FR. LBS AVAILABLE 8.1YPE UD CURB 9 t 2424 L12 12' 506 W/(2)8'x14'K.O. TYPE A-8'CURB PERT 6'T BID.204 12/2 T12 10' 180 W/0 K.O. • 2424 L18 18' 909 W/(2)8'x14'K.O. STD•200 3.0% 12 1211 T12 12' 208 W/0 K.O. 24 2424 L24 24' 1030 W/(2) 14 x14'K.O. J AC/6'Ad(AON.) � E NO. 1212 LOWER SECTION d SECTON HT. LBS. AVAILABLE 8 n-a • S 1212 L12 12' 186 W/(2)5'xID'K.O. CB-2424 BOTTOM SEC77ON 1212 LIB 18' 293 W/(2)8'x12'K0. SECTION F3 CBS AVAILABLE SECT/ON C-C III 1212 128 28' 435 W/(2)8 x12'K0. 36 "2424 B36 36' 4050 W/(2) 14'xl4 K.O. NOT 70 SCALE Y 22 2424 B36 36' 4050 W/92) U'x14'K.O.0 q • WTM FRAME ONLY •'WITH OR W/MOU7 FRAME J, s,x 11.5' 115' 12 X 12 BROOKS BOX DETAIL 24 X 24 BROOKS BOX DETAIL 12.0'TO FACE OF 12.0'TO FACE FOR B'OL4 OR SAAmLLER PVC PIPE 0.5' ROLLED CURB OF CURB 05' PCC DRAIN4GE NOT TO SC'[E FW 15'DIA. PVC PIPE DITCH I NOT TO SCALE ( 6'TYPE b'CURB PCC TYPE C'CURB PER RCTD SW-204 DRIVEWAY RCN 102 3_X AC/6•A.B. (MIN.) 77-5. SECT/ON D-D NOT To SCALE J' REPLACE BLOCK WALL W77N RETAIN/NC WALL �q��f(� 1.5' Iz RETAINING WALL BY OTHERS LENGTH AND `'PH•_ J• 5t'�� HE7GHr PER PLAN. "W 12.5, 12.5' AC.PAVEMENT 0.5• 12.0'TO FACE OFLim'TD FACE ��0%.5''� POC DRAINAGE �3/8. 1 1/2' ROLLED GURU OFC6'TMU BCURBI [J 1 �H g PCC RCTD STD.. PERT RGTD STD.204 ;e " e I8•P.C.C. -DRIVEWAY lox `3'AC/6'A.B. (MIN.) TA SNDARD CURB n-5•b ER DETAIL \R'���i ���i; s•MIN.A.B.B STANLWD BLOCK WALL SECT/ON E-E PER DETA2 Nor To SCALE 1'807H SIDES VALLEY GUTTER Of TA N.T.S. TRASH ENCLOSURE MODIFIED DETAIL 12.5' 12.5' NOT 7O SCALE 0.5 f1.0'TO FACE 0.5' t� ROLLED CURB ROLLED CURB PCC PCC 31 �S D.202*CURB�I RM m•2002 CURB PER DRVEWAY DRIVEWAY SLOPE VARIES_ a, SECTION F-F NOT TD SCALE �1PAO I3EV. E '`�i• .PROPOSED PARKING LOT j RNWU GROUND PCC DRNNAGE EX am 0� DITCH EX. GROUND SECTION £-£ NOT TO SCALE i Exanroc PER PLAN GR40E QD-12' J' QD=1B' Tt CONC. CUT SLOP£ DI DITCH CONCRETE "V" DUTCH TYPICAL SECT/ON NOT 70 SCALE PREPARED BY: ROSA- rl�R-rw4g,&9f10'3'. Z UNDERGROUND SERVICE ALERT BENCH MARK REVISNTNR APPROVED BY- HATE: aOFESSIph PREPARED UNDER THE SUPERVISION OF: PLANNING ENGINEERING EIURVErMG CITY OF LAKE ELSINORE BRASS DISK 70P OF CONC. PoST STAMPED E-12-70 a v k 27715 Jefferson Avenue, Suite 201 Temecula, CA. 92590 CALLJOLL FREE 0.8 MILES NORTHEAST ALONG RAILRXT4D CANYON RD4D FROM THE �� �OGp y= DANIEL J.O'ROURKE RC.E.47e77 EXP. 12/31/Oa 951-693-3310 TRACT NO. 31531 & 31532 lNIE77SEC77ON OF RAXRa4D CANYON'ROAD AND STATE HIGHWAY 951-693-3320 Fox 12 OF O NO. 71, J7J..O F7:ET NORTHWEST OF RVLROAD CANYON ROAD V �No.47677 m m a`� VISTA DEL LAGO 1'8�0 JO FEET SOUTH OF POWER POLE MO. 14090 CUT(NOTE 7FIE E,p, 2F31/a5 A n�raMn Nnr�JY elexn aW 02MAWE WN nr�wne�nenr comxra SCALE PREPARED FOR: kl�vPOWER POLE HAS 7WO 1 DOWN GUYS)MONUMENT I FEET . a•��AIq�LR o y AV SRW L40 AW A FO AMY fif W FQ PRECISE GRADING PLAN 15 422-4133 NORTH OF A AkRKER PoSST. sr oNi� 1 alO' D.R.hVR70N11'#£S7E77N PA6YFV hOL6/AC s TWO WORKING DAYS BEFORE YOU DIG REV. 1296,095 'rF a.' c`,E�•e C17YDVaVA'M? CAME DATE: C4RLS&W,, CAUFORN14 9200810 FlLE A'DV st7AwLO RCE NO.-W15 W.O. FOR:D.R. HORiON F.B. FILE N0. WESTERN PACIFIC FIOl1SINC Apr 26, 2005 6202211G12d.9 62022.10 CURB DATA TABLES CURVE FARING RADIUS LUVIN [UN ING LENGTH LINE NO LENGTH C1 90'DO'00 25.00 39.27 N5f'J205E 11.06 L32 NBJ09'32 1.31 C2 20'36J2' 6,100 72.BB N21'4T34E 100.90 L33 N6J'09'32E 732 C3 9'08'00' BS00 f0.04 N5T10'14'Y f0.00 -T4 N65'0.4wv 284 C4 J857'48' JIM 13L19 L457Y0'14V 21.W if24'S40YE Mw f5 46' @� i34 NJV49'46E 9.00 139006 tYT3B'40' 4.00 d91 N57'70'i4'W 159f X 54WT ANC7 28'02J4' 30.00 ICM N-V14'00-W 17.57 N24'5/07E 1R _ \ C8 28'0234' 34.00 10.64 LB N5948'00 E 36.00 L39 N24'5407'E 51.79 G9 29'44'31' 87.00 45.16 L9 NJO14.00'W 1149 L40 N0T13'17'W 1&77 \ C10 90'16'17' 25.00 39.39 L10 N270T2OE 2.61 L43 N0713'17'W 9.55 1 0 \ C12 53'J2J2' 24.50 2290 L11 N21.4T34E 2895 L44 N0713'f7b 5253 18. 1 , \ CIJ 28'5TJ1' 74.50 37.65 L12 N2f'47'34E f00.90 L55 N071J'17'W 137.29 / _ 15 C14 6'17'25' 200.00 28.94 LiJ N51'32'05E 11.04 L56 N24'54'07E 115.51 C15 9M'27' 200 J14 L14 N4950'46E 50.28 L57 N0702'47W 121.12 r. \\ C16 90'00'00' 200 114 L15 NW50.46E 10.00 L58 NO2'02'47W 8.73 gCT1 C17 24'5424' 84.00 36.52 Lib NO3'41'46�Y 60.64 L59 N10'08'18'W 14.52 / �\ C18 76'04'f0' 104.00 138.06 L17 N25'15'45E 104.05 L113 N0713'17'W 205. x CIO 128'05'12' 2A0' 4.47 L18 NIF5820E 55.96 L114 NOTiJ'17b 10.00 C20 49'19'13' 8.00 6.89 L19 N7J'0rww 15.50 L715 w 46'43E J7.93q+q�� C21 86'45'16' 80.00 121.13 L20 NiB5820E 9.00 L118 N8T46'43E 1.76 C22 24'5424' 60.00 26.08 L2/ N73'Of'40'W iB.00 L11 NB1'08'S9'1' 20.82 C23 A1T25' 224.50 32.48 L22 NIWS8'20E 25.25 L119M8745.28E 9.98 C24 28'5Y31' 50.00 25.27 L23 N41'52'44E 13.33 120 N8746'43E 7111 �` 1 C25 5T'32J2' 100.00 93.45 L24 N185820E i21.1J L121 N8T4843E 7J81 I 4, / 0' 1 C29 8'0.5'31' 5.00 0.71 L25 N2S15'45E 14.11 L122 N81'08$9'W 20.82 y 1�•5, 1 C30 114*47*41' 1.00 4.01 L26 N25'15'45E 78.09 L123 N8T46'4dE 46.37 7 ^, 125 C31 90'00'00' S.00 7.85 L27 MX41'46'W 6228 L124 NOT13'" /5.J3 ' 4�•// I 6.0' C32 2T0724' 24.50 11.fi0 U9 N79'51'42E 1&00 Li N16'58'T0E 10.07 C33 472551' 24.50 f8.14 LJO N10'OB'18'W 57.78 Lis S41'52'44�Y f33J C34 2755J3' 23.00 10.00 LJi N0702'47�1 f05.38 L15 N7301'40M 511 C35 90'00'00' 25.00 39.27 L16 N6S05'53'W 6.50 C41 2707'24' 49.50 23.43 16T N65'OS'53'W 16.00 i C C42 26'5654' 50.00 23.52 f I A C66 90'0000- 30.00 4Z12 C67 11*04*18 100.00 19.32 E� II III 1 Cm 5'20 J8' 100.00 OX �� / �' � C69 24'J8 J6' 25.00 10.75 _ _ x ° n NOTE.• C70 1104'18 1 .00 14.6 ALL DIMENSIONS ARE iD BACK OF CURB UNLESS OIHERMfSE N01ED C71 if*04'18* 76 78.00 U.88 w C72 WOO'00' 54.00 84.82 C97 12726'S6' 1.00 C98 180'0000' 200 6.28 ! ry X � / J� ,, , � �I CENTER L/N£ DATA NOi DEC TA OR BR0.RADI R UNG N 511 � ---- 76.0�8 .� N2147J -----4E f00.90 4 2BT1234 2200 f0.77 ' y�� ro ! 1•�\ ° ^ �� / / B 5XJ2J2'_ 60.00 56.07 NO3 E146'W - - 60.64 2.B5TJ1 6200 ,37.34 N2515'45E ----- 104.05 87725 21250 75 N163820'E ----- t060�B.48 / d / to 245424 7200 31.30 N9245.12 E 9200 1148.93 136.64 265654 8250 29.40 x`/7 y ra_ N77UY2 37.00 1752 % 11 NBiw59 W ---- 20.62 j `1�' �l l it �/ /"T•' O�/ ;/ 1� �� 1• .A 1194'18' 8d00 17.00 N8746' ----- 48 37 9017000' 42W 6597 X C NI I N070 ��. 13t 13 C71 X<\ ' V1\ �\ Qh P. 20. 2 12.5' �4A41 A PREPARED DISK TOP OF ON- BY- Z UNDERGROUND SERVICE ALERT BENCH MARK REVISIONS: APPROVED BY: DAiE pKocEssioN1 PREPARED UNDER THE SUPERVISION OF: PLANNING ENGINEERING SURVEYING CITY OF LAKE ELSINORE B ss POST/ TAPED -f -70 a < 27715 Jefferson Avenue, Suite 201 r�' o• �^ Temecula, CA. 92590 CALL:TOLL FREE 0.6 M/LES NORTHEAST ALONG R4xRL140 CANYON Raw FROM THE Ro Z mwi J.O'ROuR RcRC.E v-,77 Da'.1Y/31/OS 951-693-3310 TRACT N0. 31531 & 31532 c /NIEF T373. OF ET NOR7 QST O RA& AND STATE HIGHWAY " � cP DATE 951-893-3320 Fax VISTA DEL LAGO NO. 7f 373.0 FEET NORTHWEST OF RA/LRC14D L'ANYON RC740, No.a�sn m m 1 3 IF GRAPHAIC SCALE 1'SOO 30 FEtlT SOUTH OF Po PoLE NO. f 90 CUT(NO]E THE a a'Wl ""� ��aa.t.YKE WYH tK�„n,.t,< ,xre SCALE: PREPARED FOR: 1 E POWER POLE HAS 7W0 2 DO97J GU>S�MONUMENTV01 FEET •• E 5 eraExtn.rvr ar.eosw,rrwa"A roW ri�'6v.M HORIZONTAL CONTROL eIEER 422-4133 NORTH OF A MARKER T. s9 oZvI, stir /'-f0' O.R. Ag�4Z7 N111fSfS77MV PApfK'Ag46M 10 FILE 40 0 -20 40 60 TWO WORKING DAYS BEFORE YOU DIG ELEV 1298,095 - rF or CA�1/ ply kz7vO 36D/d DATE CARLSB40•FLEET N/A 9 008 D.R.HORTON W.O. FOR:WESTCRN P IAC HOUSING F.B. FILE NO. APr 26, 2005 62022PC73.dwg 62022 10 \ \ BU/LD/N 20. I I j I ! III II �\ \ , ' I , I • \�, I ii CENTER LINE DA TA i I'I 2' I o i! ''�I' I F5W Oft RADIU H LENGTH N \ = vs BU/LD ri E i 1 III; s fass5. lr ease wiv &i7 2' 27.aD6 -_ - rL1eras 8800 4' III B0.00 6: 19E fea4e �3Y 1 - -- &.28 625' I I I II I I7 51200 25865 \ a 9. FA N 62.5 o ;.�• f--fao• I I � I • \ �\ r/\ \� \ \ 0 23 - 24 - 25 --� I � I ' I,I I I 790 ° ° LL LL 0. I I \ \ \\ \ \�\ \ \\ CURB DATA TABLES \ \\\ LINE BE4RING LENGTH CURVE NG RADIUS LENC1fH L 14 N49'S0'46 5aZ8 C11 90'00Do 23.00 J9.2� \v A \ � L15 N49'50'46E f0.00 C25 53'J232• 100.00 93.45 4 L28 N49'S0'46E 1&30 C28 900000' 2&00 39.2W uu NOr1J 17�1 525J C27 180'0000 100 9.4� \ \ \ \ \ \ '•,'r,. I l l l I I I I � L4F5 NOriJ'17�Y 10.00 C28 /80.0000• 100 9.42 \ \ \\ \ \\ 0' ill I L4/8 NoriJ'1TW 88.55 C36 7.T422r 39.50 50.8r \ \ \ ` \\ `\ BU/L L447 N021J 1rN 1&88 C37 14'OrJ1' 40.00 a,86 L418 N8T4843E 14.00 C38 602205• 20.00 21.0.7 i �f i w L4t9 N071J'17'W 14.00 CJ9 90'00'00 400 826 \ \\ �\ ` \ \\ \ Ii I 1 I N L92 i-W46 A z7.00 C4o 90'0000• 4.00 &229 \\ \\ \ \ \ P m z C 15J NBT484JE /4.00 043 8B'S104' 2&00 3&7P '\ �I L'S4 NOr1J'171W 7.15 C44 90Y9'09• too af�f' -� 5'11' LS5 NOr13'17'W 1J7.29 C45 884051' 200 JiJ �` \ \ \ \ \ \ r�Qi I� ji ° 1?5 10 I II LSD M571841E 17.12 C46 1183008' 200 41� �` \ \ I� `V II I1, \ v VA \LBt NJ30017'W 1&99 C47 tor52'Or 200 JBB Ay 11 II I 20 L6C2 N5Ti8'4/E 9.00 C48 9000'00' &00 9.42 \\ \\\\ iGt N33'0027w 17.01 C49 933935' &00 9.81 - L8:4 V24 41E 12.76 C50 19'16'06' S0.o0 1&8=1 L6.5 N702{37U 1770 C51 forsz'42• &oo ia9i \• \'` \ \` ''; ° O 16:8 24 1&OO C52 fOS02'25' 800 11• \ \ \ \\ \ LS;8E60-7 N7WWI7*' 0.71 C54 314907• 14.50 1&42 I 2d8'--� 4.Y L68 N00' 17E 0.79 C54 31'48'iJ' 14.50 &OS L8%a N004J'17E t0.00 C55 9000'00' 200 &tom b LT0 N00 3'17E 91.83 C58 8a5B22• 200 71� \ \` _ Z L71 N0043i1E /0.00 C82 4'41'44' 74.00 &07 ° I 6' - L7R NB9'18''17' ta00 CO 870 48 200 1044 \ . �j . LTJ N00'43'ilE 30.00 C64 90'0000• Zoo 11.4 � \ \ \\ \ \ � o t�0' LT4 N89'16 14.90 C65 745'53• 499.50 24,10 ` `\. \ m 125 i L73 AW1435•E 14.84 C73 74553' 524.00 2a29• ��� \ �, \\ - li L7B N384505b f&00 674 9000'00' a00 7.85 18.3' r 177 N53'1455E 14.74 C75 900000' &00 78fi \ \ \\, \\ \\ �' \\ r L72 N870819b 10.05 C76 19'1803. 40.50 1&6P \ `s 1 I I �. , 79 N8958'48E 81.45 C87 i3T291E' 100 12.91 \ \\ \\ \ ! i t20 L8W0 NseoB3JE m_ CBB 8323 1' 1.00 2.9� tE91 N58OB33E TSB c69 812721' 1.00 28t \ \\ ... �. L81 N31'5127w 24.00 C80 2609 4r 7a00 31.969 L&T \\ \ \\ \ I ° N5B083JE &5o C91 48'03'41• 41.00 34-V N, - N31' so'IW 083 C92 875628• &00 7.2� N L83 N1feo845E 3,19 MT_ 82/221' 100 7.1T \ B7 I II L&4 N89'5946 E 51.89 C94 /80.00'00• J00 9.43 • \ \\\ \ �' TBo• 71 L87 6T�141 f&oo T�5 1800000' aoo 9.A3 \ \\ \ i \ L8.8 NBS 48E f&oo C99 /8P0000' 1.00 8.2 \ \\ \ I m I L128 - N5812'14E &38 Cfoo 1eo 0000' 1.00 &28 \ \\ \\ \ ' ?` \ 0 < C i j I I C7 LO N8T4B43E if. C101 85531• 7400 &94 \ \ \\ \ 9 n ` \ !9/ NBT4843E fa cfoz teo'oo'oo' 1.00 &ze L9Z I�T5805E aS2 C103 180'0000' \j\ L9•J Nar4J 17E 19&18 C103 16oOOoo• 1.25 7.B5 \\ L9.4 N40'28'57w 13J8 \ \ L905 N49'J10JE f&oo LV6 NW28S7w ta47 \ ` \\ \\ \ / ICI 105 723w 1&14 108 N00 J2 37E 1&o0 \ \ \ 007 Y231W to NOTE. iCJB 2Y2J7W } ALL DIA(ENSONS ARE 70 BACK OF CURB UNLESS OMERNISE N07ED f09 N00'3237E 0.00 L1 1 AM32'J7 E &95 \ \\ \\ \\ o C92 L122 N003237E 207. ` \ \ ua NorW 1rw I I c75 u2 124 N0 M'J7'W ia35 . \ o \\ 1Qo L125 No0'3237E 179.1 \\ \ Q 127 231Y 9.18 II 127 No0'J2J7E 3&00 \ ` `\ Ri L129 N00'J2J7E w 6 \ 152 N49'5o'46E faoo d 153 N4T 46E 10.00 154 NW5237E 213 w PREPARED BY- 4�2 N07 48'43E I= 1 NBT48'43E 6.03 _ U UNDERGROUND SERVICE ALERT BENCH IAARK REVISIONS: �'�O APPROVI� LESS PREPARED UNDER THE SUPERVISION OF: PLANNING ENGINEERING SURVEYING BRA p/sK 7DP OF CON POSE 1s ST SPED -1 -70 Q� �"� CITY OF LAKE ELSINORE 0 27715 Jefferson Avenue, Suite 201 62. CALL:TOLL FREE a8 MILES NORTHEAST ALONG R41LR04D CANYON Ra40 FROM THE �w \d- op Fi Temecula, CA. 92590 INTERSEC77ON OF RAILRL14D CANYON ROAD AND STATE HIGHWAY y Q� °G 6W 1J.o'RO-aaE 476--_12/31%05 951-693-3310 TRACT NO. 31531 & 31532 NO. 71 373.0 f=NORTHWEST OF RAILRO4D CANYON ROAD, v g m m DATE: 951-693-3320 Fox 1 GRAPHIC SCALE 1-800 30 FEET SOUTH OF Po POLE NO. ! 90 CUT(NOTE.• THE No47677 ,� � S � VISTA DEL LAGO OF 422-4133 Pope '�"� TWO 2 ppwN curs�MovuME7VT 1.0 FEET Ems.iz/3'/°6 ' au�xiawnv�ra�rw�o mveu�s vn4•evrwreemten HORIZONTAL CONTROL 1s NORTH OF A MARKER T. s, Clvl� .q 1'=f0' D.R. hgPlgV� `7E)SiV PAO1x'fq,6YAC SIfEE1s 4O 0 1P f0 80 5790 FLEET STREET, SU/7F 210 FILE 7W0 WORKING DAYS BEFORE YOU DIG Fv 1298,095 'lP av c�a,1F�a pn" O DATE: CARCSEkO, CAUFORNlA 9200.9 D.R. HORiON Apr 26_ 2005 Mx,?lp7jd W.O. FOR:WESTERN P 1T1C HOUSING F.B. - FlLE N0. - 62022PG74.dwg 62022.10 CENTER I/NE DATA i 11EETA 0R SM R L&X rt \ . = �e C \• 3 25&65 s2ao \ \ \ \ a 10T 3/ 620o tt.05 \ \ \ -\ Z\\ \ } \ a M247 5 W 8200 1 BST 33.r \\ \\ \ \ p >D 4e N 4-4 B200 &00 \\ \ \ 1 \ ry \ re NM23.3 -614124, 47 30R B241\ 4e N00T042 ----- \ \ �\ cpj \ G \ CURB DA TA TABLES LINE &MIRING LENCiN CURVELAWARWIMIUS LENOTN L98NOW= 2.64 C57 3C2O 18 I 5MW 2&48 L99 N30'1 ' w 2a22 C58 74.50 7.21 \\ \\ \ \ 825 \\ \ 100 NJO'1255w iao0 C59 rir48• 40M 3711133 L101 N3O1255w 3&31 C60 1012J1 74.50 13.27 \\ k \ C 11\ 102 N24'4009 W Ba81 C81 11W'10 74.50 14.35 \ f03N285r5aw 11o.38 c62 574'14• 74.11 4 &99 i' 104 N194527w 74,11 CM 8TOr48• 200 JO4 \ \ /o fo5 723w 1&09 c78 too Aw32'37T fa00 c77 10'12J1 49M d82 iJo NIC45'27w 74.11 C78 rl749• mw &59 L131 Nzr5rwlw 110.56 C79 532'46• 40.50 4.79 \ \ \ 1 , \ V / \ 132 N2r40 V9w SM61 Cao 8479'14• 200 195 \ GO \\ \ ' 1JJ N30'12 w Ja63 061 90'00'00• 2.W 114 \ \\ 134 N3a12'55 7.87 cat 895r59' 20o d14 \ \ 135 N30'1255w 1119 C83 arzrl4• 200' 2.95 \\ k\ 1 I 136 wirmt 9.00 ee4 750149• 200 &24 137N2f 09w MOD C85 893951• 200 diJ \ \ \ / 71.4' �\ i38 NS1851 E 27.00 C88 13501'40' 1 63 14.14 \ \ 139N2r42'09w 1&00 \ / \ .140 N65*19'51E &10 .141 N30-1255-W 4.19 142 N59'4705T ass 143 N59'005 T 5.66 1441 NJO'1235w 4.24 �. 145 N W4854T 4.81 146 WW 5 f&01 147 N44'46'54T 27.12 M 146N445057W id00 148 N000 23 1.41 154 N00'32 J7T � NX / O / TA \ � \ C- \ C'• �: v V V 'fr �� 1• 1 j 20. \e. NOTE• va `�\ � � V� 1a0' ALL DMIENSONS ARE 70 940X Or CURB UNLESS 07NERWSE N07ED cab i cp \ \ _ \ p 0 N �I F, PREPARED BY U Q O Z UNDERGROUND SERVICE ALERT BENCH MARK RIMSIONS: APPROVED BY: DATE: QapcESS,o q PREPARED UNDER THE SUPERVISION OF. PLANNING ENGINEERING SURVEYING CITY OF LAKE ELSINORE BRASS DISK ME OF CONC. POST Is STAAIPEO E--12-70 0 27715 Jefferson Avenue, Suite 201 Temecula, CA.a. °RO �y 951-693-33102590 TRACT NO. 31531 & 31532 CALLTOLL FREE M -mc NORF ma ALONC RAILy R CANYON R114D FROM 7HE c r>Area J.arroulaM rtaE 47en ow.12/31/05 15 ov NO. 71 373. of RAILOR CANYON RAIL AND STATE NRW, = x m DATE 951-893-3320 Fox VISTA DEL LAGO NO. 71 373.0 FEET NORTHWEST OF RA/LAO40 LANYUN RC110 rvo.a7sn m m 1-800 30 FELT SOu7N OF Po POLE No. 1 90 cur NOTE 7JIE E_, ,z/3 i°5 A ^MMADEM RW COMMOVE WIN WE E SCAM FOR: HORIZONTAL CONTROL 1 GRAPHIC SCALE ( Mn2A rr an w e swr cwx ee roevr ra 4e esm PONfR POLE flAS 7W0 2 DOWN CU ..112YOMEA?I FEET 1�1O' �SFIEEIS 422-4133 NORTH OFA MARKER PO T. °1v1 ?tir D.R.Aq4 PALM A ASM FILE 40 O ?O 40 60 rf foR �Y a 5790 FL SU//E 2f0 D.R HOR70N TWO WORKING DAYS BEFORE YOU DIG E/�1/ 12y6.O cn� AM SfMkO �Ma 5"15 DATE CARLS340 GIL/FORN/A 920Q4 Wy 0. FOR:�N p HOUSNC F.B. FIE NO. Apr 26, 2005 62022PO 15.d.9 62022 fO