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HomeMy WebLinkAboutENG-2023-00317 PG PLAN NO 23-399-23-428-signed flattened GRADING NOTE-S.- °y o 1. ALL WORK SHALL BE DONE/N ACCORDANCE WITH THE CITY OF LAKE ELS/G CITY OFLAKE EL SNORE ORE �sni OJ �CNO/s . MUNICIPAL CODE, CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS T G a ° Sop�R Ro AND THE LATEST EDIT/ON OF THE UN/FORM BUILDING CODE(U.B.C), CHAPTER 33. ALBERHILL TRACT 282/4 9 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, C17Y OF LAKE ELSINORE, PR/OR TO ANY OPERATIONS. M�U IN ST.�P 3. THE DEVELOPER AND OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRECISE GRADING PLANS AND U.S.A. ALERT(1800-422-4133) FORTY-E/GHT(48) HOURS PR/OR TO ¢ �� F GRADING. PHASE B 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR (24) HOURS/N ADVANCE OF BEGINNING GRADING OPERATIONS. �s 0 ° 5. DUST SHALL BE CONTROLLED BY WATER/NO OR OTHER METHODS APPROVED BY THE LOTS 2-6 9 /2- /5 43-92 8 /2/- /42 CITY ENGINEER f f f °? 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS GENERAL NOTES (CONT/NUED): OWNER /DfPELOPER.• SOILS ENG/NEER.• VICINITY MAP OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLAN. 25.EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PULTE HOME COMPANY, LLC PETRA GEOTECHN/CAL, INC. NOT TO SCALE PLANT OR ANOTHER APPROVED GROUND COVER, AT TWELVE INCHES (12V ON 27401 LOS ALTOS, SUITE 400 40880 COUNTY CENTER DRIVE, SUITE R 7 FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS CENTER. SLOPES OVER FIFTEEN FEET 15' IN VERTICAL HE/GHT, /N ADDITION TO MISSION KE✓O, CA. 92691 7EMECULA A 92591 OTHERW/SE APPROVED, SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS ( ) (562)-441-2050 (951) 600-9271 GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR THAN 90X RELATIVE COMPACT/ON OUT TO THE FINISHED SURFACE. CONTACT. MATT MA750N CONTACT. 6R4Y5001 WALKER, G.E. COMB/GAT/ON THEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET(10) ON 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90X DENS17Y AS DETERMINED BY THE CENTER- TREES AT TWENTY FEET(20) ON CENTER- COMB/NATIONS FIFTEEN FEET MOD/F/ED FIVE(5) LAYER AS T.M. 0-1557-70 TEST METHOD. (15) ON CENTER. SLOPES OVER THREE FEET(3) /N VERTICAL HEIGHT SHALL BgS/S OF BEARINGS: HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENT/ON DEVICES PER 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND U.B.C. THE BASIS OF BEARING FOR THIS MAP WAS TAKEN FROM THE STATE PLANE COORDINATE INSPECTED BY THE GRAD/NO INSPECTOR AND APPROVED SOILS TEST/NO AGENCY SYSTEM, CCS 83 ZONE 6 BASED UPON NGS POINT ;IBER"AND POINT 'WALKER', BEING PR/OR TO THE PLACING OF FILL. 26.APPROVED PROTECT/VE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST N 5225;70"W SHEET INDEX BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL SHEET 1.............................................................TITLE SHEET PREPARATION OF GROUND /S APPROVED BY THE SOILS ENGINEER27.APPROVED EROSION PREVENT/VE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RA/AY SEASON AND SHALL BE/A PLACE AT THE END OF EACH SOILS ENG/NEER.• SHEET 2............................................................INDEX, LEGEND 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS LAYS WORK. SHEET 3.............................................................DETAIL SHEET THAN hr'PER FOOT FOR A MIN/MUM OF THREE(3) FEET, THEN IX (MIN/MUM) TO THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE SHEET 4-29......................................................PRECISE GRADING SHEETS 28.ALL WORK SHALL CONFORM TO THE C17Y AND STATE CONSTRUCT/ON SAFETY /N CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS OUTLINED /N THE FLOW LINE OF EARTH SWALE. ORDERS. SOILS AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED FOR THIS DEVELOPMENT. SHEET 30..........................................................EROS/ON CONTROL PLAN 12. MIN/MUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE IA-/F CUT OR FILL 29 THE LOCATION AND PROTECT/ON OF ALL UTILITIES/S THE RESPONSIBILITY OF THE UTILITY NOTES SLOPE/S LESS THAN TEN FEET(10'), AND 2X IF CUT OR FILL /S GREATER THAN PERM/TTEE. TEN FEET(10). DRAINAGE SWALES SHALL BE A MIN/MUM OF 0.5'DEEP AND CONSTRUCTED A MIN/MUM OF TWO FEET(2) FROM THE TOP OF CUT OR FILL WATER.• ELSINORE VALLEY MUNICIPAL W47ER D/SMICT SLOPES. JO AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL 77ME. GRAYSON R. WALKER RCE 29807 GE 871 DATE 31315 CHANEY STREET SOILS ENGINEER LAAF ELSINORE46CA. 92JJI 13. PROVIDE 5'W/DE BY THIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO SLOPES OVER 5'HRGH COMPLETION OF GRADING OPERATION SEWER., ELSINORE VALLEY MUNICIPAL W47ER D157R/CT JAMES A. LARWOOD CEG 1897 DATE JIJ15 CHANEY STREET 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED (100) YEAR STORM 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED ENGINEERING GOELOGIST LAKE ELSINORE, CA. 92JJI FLOWS ALONG THE TOP OF CUT SLOPES. FOR ALL SLOPES/A EXCESS OF THREE(3) FEET VERTICAL HEIGHT WITH/N NINETY (951) 674-3146 (90) DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE/N 15. NO OBSTRUCT/ON OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE ACCORDANCE WITH 017Y OF LAKE ELS/NORE GRAD/NO ORDINANCE NO. 882 PR/OR GAS., SOUTHERN CAL/FORNO GAS CO. PERM/TTED. TO THE APPROVAL OF FINAL INSPECT/ON ENG/NEER S NOTICE.' 1981 W LUGON14 AVE. REDLANDS, CA. 92374 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING 33. ANY CONTRACTOR PERFORMING WORK ON THIS PRO✓ECT SHALL FAMILIARIZE NS/ AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE A CONTRACTOR ( (909)335-7828 AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNOAT/ON REOU/REMENTS HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO 1, SUBD/V/S/DNS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, FOR JOB S/TE CONDITIONS DURING THE COURSE OF PHONE. SSC/PACIRC BELL GTE(VER/ZONJ WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. CONSTRUCT/ON, /NCL UD/NG SAFETY OF ALL PERSONS AND PROPERTY. THIS 1255 N VAN BUREN 150 S. ✓UANMA STREET 17. GRADING CERTIFICATION BY THE DEVELOPERS CIVIL ENGINEER AND A FINAL REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIM17FD TO NORMAL ANAHE/M, 04. 92807 HEMET, C4. 9254J COMPACT/ON REPORT BY A SOILS ENGINEER SHALL BE SUBM/TTED TO THE BUILDING 34. THE DESIGN ENGINEER SHALL PROVIDE A MIN/MUM OF ONE(1) BLUE TOP PER WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE (714) 666-5423 (951) 672-6518 AND ENGINEERING DEPARTMENTS PR/OR TO ISSUANCE OF BUILDING PERMITS F/N/SHED PAD, PR/OR TO ROUGH GRADE APPROVAL. OWNER AND ENGINEER HARLESS FROM ANY AND ALL LIARIL17Y, REAL OR ALLEGED, IN CONNECT/ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPT/NG ELECTRIC* SO. GAL. ED/SON CO. 18. THE SOILS ENGINEERING INVEST/GAT/ON.• GEOTECHN/CAL UPDATE REPORT, 346 LOTS 35. APPROXIMATE DATE OF. FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR 26100 MENEFEE ROAD COMPRISING OF TRACT 28214-9, 28214-10, 28214-11, 28274-12, 28214-13, BEGINNING OPERATION DECEMBER 1, 2022 ENG/NEER. ROMOLAND, CA. 92585 28214-14, 28214-15, 28214-16, AND 28214-17 ALBERHILL RANCH DEVELOPMENT COMPLETION- DECEMBER 31, 2024 (951) 928-8207 DATED SEPTEMBER 9, 2016 PREPARED BY PETRA GEOSC/ENCES, /AC. SHALL BE 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC (951)820-5498 CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE/N COMPLIANCE. 36. NO ROCK OR OTHER IRREDUCIBLE MATERNAL WITH A MAXIMUM DIMENSION GREATER RECORDS, ARE INDICATED WITH THE/R APPROXIMATE LOCATION AND EXTENT. THE THAN THREE INCHES (3 V WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS FIRE., RIVERS/DE COUNTY FIRE DEPARTMENT THREE FEET 3' OF FINISH GRADES, UNLESS THE LOCAT/ON, MATERIALS, AND HEREON, AGREES TO ASSUME LIARIL17Y AND HOLD THE ENG/NEERE HARMLESS RIVE LEMON STREET 2ND Fz00R 19. A REF/STEREO CIVIL ENGINEER OR ELEVATLICENSION LANE SURVEYOR SHALL SUBMIT DISPOSAL METHODS ARE SPEC/F/CALLY APPROVED BY THE SOILS ENG/NEER. FOR ANY DAMAGES RESULTING FROM THE EX/STNECE OF UNDERGROUND UTILITIES (951)95, 4 92502 CERT/F/CAT/ON OF BUILDING PAD ELEUAT/ON. WHERE SPEC/F/C ELEVATIONS ARE (951)955-4777 REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. /F OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE AN ELEVAT/ON WITH RESPECT TO ADJACENT GROUND SURFACE/S REQU/RED, THE 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE FIBER OPTIC.' LEVEL 3 COMMUNICATIONS ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. INSPECTION BEFORE APPROVAL. CONTRACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT NETWORK RELOC417ONS DEPARTMENT THE UT/L/TIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE STIE. /T 1025 ELDORADO BLVD BLDG 334-522 ti 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DEL/NEATED /N THE FIELD PR/OR TO 38. GRAD/NC PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL BROOMF/ELD, CO 80021 COMMENCEMENT OF ANY CONSTRUCT/ON/GR4D/NG. APPROVED BY THE BUILDING DEPARTMENT. UT/LIT/ES OR STRUCTURES CONCERNED BEFORE STARTING WORK. (720)888-5688 21. STAB/L/TY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE 39. TH/S SITE HAS OBTAINED A NATIONAL POLLUTION PREVENT/ON ELIMINATION SYSTEM 3. THE ENG/NEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR EST/MATED EARTHWORK QUANTITIES SUBM/TTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS (N4VES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER LIABLE FOR UNAUTHOR/ZED CHANGES TO OR USES OF THESE PLANS ALL FOR CUT AND FILL SLOPES OVER THIRTY FEET(30 J /N VERTICAL HE/GHT. DISCHARGES. CHANGES TO THESE PLANS MUST BE NN WRITING AND MUST BE APPROVED BY ON-SITE EARTHWORK QUANT/T/ES NPOES WDID 308 33C394386 OATS PERMIT ISSUED: 09-24-2021 THE PREPARER OF THESE PLANS. GRADING SUMMARY CUT(C.Y.) F/LL (C.Y.) 22. A FINAL COMPACT/ON REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE RAW QUANTITIES 7,200 O a (1) FOOT. 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS. TEMPORARY CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANT/TIES PRIOR TO o IMPROVEMENTS'ARE SUB✓ECT TO REMOVAL AT OWNERS EXPENSE. TOTAL AREA = 21.54 ACRES 1 23. /F STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL /S TO BE PLACED, /T MUST BIDDING FOR CONSTRUCTION. o BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. NOTE. THE ABOVE QUANT/TIES HAVE BEEN EST/MATED BY THE a PREPARATION SHALL BE APPROVED BY A REG/STEREO SOILS ENGINEER PR/OR TO BACKWATER VALVE LOCATIONS BENCH MARK: ENGINEER FOR PERMIT PURPOSES ONLY.1 THE CONTRACTOR SHALL a PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5-1 ARE REQUIRED TO BE DETERMINE HIS OWN QUANT/T/ES AND HE/S SOLELY RESPONSIBLE 22, 25, 29-30, 32, 38, 40-42, 83-88, 90, 101-10-T 109, 111-I IJ 116, KEYED AND BENCHED. BENCH MARK NO. C-95-33 ELEV. = 1356.45 MSL (1929 DATUM) ti 118-120, 149, 151-15-T 155, 159-161, 164, & 166-168 FROM THE INTERSECT/ON OF LAKESHORE-DRIVE AND DRYDEN STREET 40 FEET FOR ERM/GRAD THE AMOUNT AND COST OF IMPORT/EXPORT ti AND OTHER GRADING QUANTITIES FOR THIS PRO✓ECT. m 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCT/ON/N THE FOLLOWING SOUTHEASTERLY ALONG LAKESHORE AND 40 FEET NORTHEASTERLY TO THE y STAGES• WORK TO BE DONE CHISELED "SQUARE'IN TOP OF CURB AT SCR. r A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE PRECISE GRADING FOR LOTS 2-6 9, 12-15, 43-82, & 121-142 BACKFILL OF ALLUVIAL, COLLUV/AL AND TERRACED AREAS AND ANY WOMP BMP TABLE SUBSTRUCTURES. a B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACT/ON, NOTES.' CONS77FUCTED SHOWN PERMANENT/ BENCH/NG AND FILLING OPERATIONS. SET PER PLAN ON SHEET BOP TYPE TEMPORARY C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER DRIVEWAY APPROACHES ARE PER STREET IMPROVEMENT PLANS (TO BE ;45-BURL T' SET NUMBER MATER/AL. FOR LOCATION) VWS UN17 STORM DR4/N SHEET 16 MW5—L-8-16-3=8"—V—UG PERMANENT 8 PLANS D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING BASIN A ROUGH 6R40/N SHEET 16 B/O-RETENTION B4S/N TEMPORARY ENG-2023-00317 CONSTRUCT/ON. CONSTRUCT/ON QUANTITIES PCANS E RSC 11/07/2023 M B SEE SHEET 2 WD/D: 8 33C3952 I J Call before you oag THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE fff/W SEAL-ENGINEER BENCH MARK: C17Y OF LAKE ELSINORE SHEET NO. <<v MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN � � NO. C-95-33 REV = 1356.45 MSL (1929 DATUM)FROM cu Call o,9 FOUND ACCEPTABLE ENGINFERS 49�M C�'¢ THE/N7ER5E2726N OF LAKESHORE ORNE AND DRWEN TRACT 28214-9 PHASE B O CIVIL ENGINEERS*PLANNERS*SURVEYORS O STREET 40 FEET SOUTHEASTER[YALONG LAKESHOREAND PRECISE- GRAD/NO PLAN 1NO COON AVENUE,SUITE 1001 GORONA,CA.92881-3370.951-734-213 � Z g 40 FEET NORTHEASTERLY TO THE CHISELED 'SQUARE"/N ALBERHILL RANCH ry O / ✓✓l.Y _ } L0 C 7904e m�^ TOp OF CURB AT BOR. Q 11/9/2023 PREPARED BY * * TITLE SHEET OF34SHTS REMON HABIB, RCE No. 83156 DATE Mub dill, 9_21.23 97F IVI�p��' SCALE. DATE: CITY ENGINEER OP Ap f FOR: W.O. CRY 1-800-422-4133 CRY OF LAKE ELSINORE THOMAS M. CASELDINE D47E KB HOME FILE NO. 23-399 = CONSTRUCTION NOTES AND QUANTITY EST/MATE PLAN F1C PLAN F24 PLAN F3B PLAN CIA PLAN C2B PLAN CJC GATEWAY BRINNON If VISIONARY GATEWAY PATHMAKER VISIONARY 4019 ® 4026 402E 3823 4028 Q INSTALL PAW4)E 4'5MfaZf 40 PVC PIPE®0.5%M/N SLOPE 6W AS SHOWN ON PLAN 15,705 LF. 2 ' )221 , s O INSTALL Aas 6'RaM 6R47F,W OV 6'SPEF--D L74-99V LA4 APPROIED EQUAL INSTALL 432 EA. 219 -_-_ B4S/N DgW AaW7A♦NIS AS RE6♦RD AS?LETA/L 9`07 J 218 / /NSTAU PAY Wf 4'SCHEa/LE 40 P.VC P/PE If/ROUGN CURB PER L#7A¢ON SHEET J(20"E VARIES 40 217 Q 129 EA. 40' ® 35, 3T 216 - FROM/NYERT AT 7G 70 CURB®.5r M/W. 40"213 �o 225 214 215 5 I ® MP G04CE FW7hW PER DETAIL 4 aV SHEET 3 2 EA. b h 37" ^ ® a 24: 212 211 5 zz Q5 INSTALL 3'X 11'CDNCREIE 7RASH PAP PER Aif//7ECT PLANS 72 EA. I SI � 7 - I - 1 k N SWIM PARK 6 EXLs77AW RES70EN>L4L DRA2"WRrAPPRLWLW PER LDUNIr 01 RAffSff STANR9RD 72 210 EA. - � 284 _ Q NO 207.AW PER STREET/A/PROY£MENT PLANS 7R40T AV 28214-9 Lit 285 250 24L 286 �-� 287 I 29s 2,38 283 251 2a7 I I ,.1` N07F THE ABOVE OUAN7777ES N417E BEEN ES77MATED BY THE ENGINEER FOR P89 �I ` PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL DE7ERM/NE HIS OWN OUANTRES 1,959 SQ. FT. 2,655 SO. FT 2,824 SO. FT 1,959 SQ. FT. 2,404 SO. FT 2,824 SO. FT 282 252 24 ;, �4 go '1\. 3 BEDROOMS (I-STORY) 4 BEDROOMS (2-STORY) 5 BEDROOMS (2-STORY)4 BEDROOMS (1-STORY)5 BEDROOMS (2-STORY)5 BEDROOMS (2-STORY) 1. WALLS AND FENCES SHALL BE CON57RU07ED PER SEPARATE PLANS AND PERM/T. 207 299 -�. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDIM7E WORK/N CLOSE PROX/M/7Y WITH THE -1S3 ♦" 9', IKp UT/L/HES, STRUCTURES, DRAINAGE, LANDSCAPING, ETC. HOUSE PLANS ' ♦C^ PARK 291 322 26 3254 2 4 _p N.rS: 280 2 1 2 270 255 ,. 320 328 256 42,. <� 278 ,, 4 293 c 257 2� 01 06 �3f9 2s v7 256 24° F 23�a�; �G�Ri��• 1 1s 17 249:. 7Y ♦ �- P ♦ • .�,. 1g 276 F � zoo se 0 z5s z3 ' ` �LJ RN e B Q qp � .• �� -UIC/ 9 274 261 237 17 _ - - 92 9 RC�Ft 4 29 � 316 h. 236 : < . �� �_ �' • ii ♦♦ 4 : 97 273 262 / _/ ) - g 6 12 ♦ 6 ,< 15 27z 263 1 �'' � '� � �•• '• � ♦� � 20 2 314 334 � 271 (� 96 iii---�9� • • ♦ B ♦♦ „ i 9 313 T CT 28214-9� 4 17 {�. M 107 f05 1 103 102 191 f00 99 +�I-,0 94 �� D01/GI,�S CIRCLE ♦� 6 300 = T 4 9 '- - RACT 2821 - ♦♦ F 2es �� o - - Z o PHASE 8 M PHASE C MYRTLE STREET m ODE[ U - 3 ` \ zs7 9s 2s &M PLANS 8 197 3 2 311 337 �38 1 16 157 158 '1 - ` 5 INDEX MAP LEGEND 7 _ ss 393 31 / TRACT 28214- - 145 2 v i 3 30 340 341 342 343 344 17 �, 1 6 - PHASE A SHEET NUMBER �� 194 306 308 TRACT BOUND _ 1 112 -. �i5� r51 1 8 / ✓/ - - - - 1 ARY LANE LOT INN' l PIONEER ♦ � 189 ♦ <�� ......................• SHEET BOUNDARY 1145 45 191 g I 15 Q / / �2B if6 - G y 189 188 8 ,.o .o ! �" � ��V�� a m ud " 117 i �'� M • I ♦ � i / ------- ENHANCED ARCH/7EC7URAL ® AC UNIT 'm 128 27 Q♦♦♦ ELEVALON EX/SnNG WRIER - — — — 130 12s B 21 21 �Y"♦�� %' �' T ------------- Saar WALL Ptx uNPscAPE Pews EMMV&IS LINE �, ♦ 'p ♦ 8�a SWALE HOKINE _ _ _— • ♦ 123 zz ♦ 42 ♦ i / �i EXanNP HRE hn3W ✓♦ f yp 124 29♦♦ T ♦i —— _ . �� RF t�J '� . 41 /��. — m�E HrcH�Nr/ -----------_ -- EX/SnNO WATER VAL -- — _---- --- > --� ♦ 25 ♦ •24� �•����•�•♦ ♦•♦✓`♦ 74 ,R �`.�♦♦♦� /i��i. /� P/rt7P.S1EEL G47E EX/SnNO BLOW LkFE ry, 5 ♦� 6 3 ♦ �� i EX/SnAC AIR VAC m RETAIN/NC WALL 15 134 ,� 23 �� ♦♦ ,. Lwsr4w WALL EX/SnAO POWER Paf 16 1 5 3 138 20 ♦�� �� /�, �� &2PENm F0054V W PROPOSED WAR PER sEP.PLAN • - � ♦♦ �♦ 1.00' DEEPENED F0754C DEPTH �/y 4 S PROPOSED MMER PER SEP.PLAN I� �.�, -_ -- ♦♦ 3 �♦ � (1001.07) EXISTING ETEYAIXJN • 63 ♦♦ 69 71 72 'm l - •, 78� ♦♦ 9 ♦♦ � 0 S%OE7{ACK Ph17T50 AK ER ME7E71 PER SEP.PLAN 17 m 7 ,4 19 ♦ ♦•� ♦ , s/mr BAsiN PROPPSEP RAFHmR4VAM SEP RW INDEX MAP 14 76 ♦♦ '� - —�LAQ 18 ♦ / r PROPOSED NR VAC PER SEP.PLAN p = ♦ _ R to ST _ ♦♦ 46 ♦ i SIDRAI ORA/N PROPOSED RIP-RAP PER SDP.PLAN ■������ AM PAIN Of 7RALEL o sC4LE 1=150' ' F s1 13 f2 RE�.•������ f0 47 =- PRaP220 STREET Zr,47 - EA nA�1'cONrouas 59 66 55 9 EX/SMV 5'CONTOURS 11 �� �— ENT 53 / I 51 ' PARK .� �� EXISTING E7.UE(�P � U b0 OT-ZD ' - — — - EX/ST/NG LVRT�Al2A/ , - -----••- ». i �. � / 70E CF SLOPE r --- -r • - ♦ ! ♦ / -- EX/SnNG R/CNT OF WAY CF FFA o C -. r► ��� 1.2? � I I __ � I •••' / ENTER[/NE LXHERENCE/N ND o A - '/ �� / - EX/SnAG SEWER WAU,/FENCE.REFER TO WALL FENCE _ �� / PLANS FOR MCZAI L W AND LO:MV R I ----- -- ��� " `- - � ' �� / --► ORNNACE HOW O/RECl/ON (SOUAREODES NOT REITTESENT P/LASnA LIXAIXhY) NOTE THIS SET OF PLANS IS FOR THE PURPOSE OF PRECISE TERRA C177 ROAD /' GRAD/NO ONL Y. PLEASE REFER TO BEL 0W REFERENCED PLANS �; / /' FOR ANY OTHER DESIGN CRITERIA. L I� REFERENCE PLANS- I � I ROUGH CR4P/h6:• CITY OF LAKE ELS/hDRE AC6ERH/LL RANCH TRACT 1B2>4-9 ROUGH OR40/h'G'21-369 0 150' O q_ m a:/ I S7REE7S• C/IY OF L4A'E R51AVAE ALBERH/LL R4NCl/N407 18214-9 STREET/MPADL£MENT PLAN 11-J92 750' .300' 450' v WRIER&S XR.• ELS/NONE VALLEY MUNKIPAC WA7ER P/S7,WT ALBE/7HQL RANCH IR40 28214-9 07ER�Q•SEWER NPRI06YEN7 PLAN STORM WO 21-091 11 Aw..• MOT 2 COT OF LAKE RSYAME STORM PRNN/A/PROIEMENT PLANS 8214-9 SCALE/N FEET �\ �o // ERSC 11/07/2023 MB IYALLS@ FENCES• C/IY OF LAKE EZS/NVAE PERIMETER WALL AE FENCE RAY ANO MAP AG 18214-9 - J // / L94P504P/N6:• C/7Y OF LAKE ELS/AME LANOSCAP/NC PLANS Ew"' CNr OF LAKE EL5TNVRE EROSION CONM PLAN 7MCT 28214-9 ENG-2023-00317 Call before you oag q I�/ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE SEAL-ENGINEER BENGH MARK: C/7Y OF LAKE EL/S/NORE SHEET N0. `z <<v M/-11\I"\ REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN � 1 NO. C-95-33 ELEY. = 1356.45 MSL (1929 DATUM)FROM cu Call o,9 FOUND ACCEPTABLE ENG/VEERS 49�M C�'¢ THQz E/N7ERSECnON OF LAKESHORE OR/VE AND ORYDEN TRACT 28214-9 PHASE B 2 O CIVIL ENGINEERS-PLANNERS*SURVEYORS O STREET 40 FEET SOUTHEASTER[Y ALONG LA/(ESHORE AND PRECISE GRAD/NO PLAN <j 1880 COON AVENUE,SUITE 100.CORONA,CA.92881-33701951-734-213 �C 7s0ae i g 40 FEET NORTHEASTERLY 70 THE CHISELED 'SOLAR"/N ALSERHILL RANCH ry [7 / ✓✓l.Y _ 1 / } L0 m�^ TOP OF CURB AT BOR. Q 11/9/2023 PREPARED BY n * * INDEX W OF3OSHTS REMON HABIB, RICE No. 83156 DATE Mub �_i(p 9-21-23 y7F 1V1�p\P SCALE. DATE: CITY ENGINEER oFCN1F FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE 047E KB HOME FILE N0. 23-400 PL SEE WALL AND FENCE PLAN PER SEPAR47F PERM/T FG FG SEE 4N1 AND FENCE PLAN PL FL 2 7 PER SEPN7A7E PERMIT u PER PLAN ^� PER PLAN 5'M 5'M/ VAR/ES � MIN. /N. 2 0 I f0 I u 0 7 I GB SAME AS PAD ELEV) _ 3'MIN. � 2¢" 12 3'MIN. MIX u DEEPENED PAD 10 PAD I PAD 10 PAD I m 8"SLAB ELEV. N f'P F 2 ELEV ELF H�g /'P F 2 ELEVI 2 j FF ELEV GF ELEV TG/NV. 11 TG/NV. To/NV. TG/NV. u 8"MIN - 1.09 1.09" 1.09 1.09 O _ I FF ELLV. caRACE MIN M_/N_ ,,..• STANDARD FOOANG 12"_MIN. 1 1 0 8"MIN 0 209 MAX _PAD EL_ 2. DEEPENED F0077NG DEEPENED FOOTING 'I ry�O ti�O FF ELEV. 8"M1N 9 ":,�,\ ADDITIONAL DEPTH 2 P FL oZ h 8 I P FL 2 2 P FL o= B I P FL FF ELEV 2%MIN. 5'M/ = FF-GF-0.67 tPAD ELEV 20X MAX 20%MAX I A 1 51 M/N. 2% WIN. 5%M/N, A 20%MAX 2.•1 20,8 MAX ~=1MLN MLN 1 ~ �91' TYP/CAL S/OE YARD SEC 7YP/CAL REAR YARD SECTION DEEPENED F TNG DETA/L I LOT NO I I LOT NO wN I •I PAD=PAD ELEV 'jjyl TG• •3 PAD=PAO ELLY rypl TG A �rvrru srac raev crraavc B 4 TlP. TYP. IYPMAL RFARYAFO CR4oLNC NOT TO SCACE 9 TF=F/N/SH FLOOR ELEV 9 /NV 9 FF=F/N/SH FLOOR ELEV g INV. ,I GT=GARAGE FRONT ELEV I I GF=GARAGE FRONT ELEV I 2 H FL 1 3 2 HP FL 1 3 SUMP BLOCK WALL I 3 I ,T (LENGTH BASED ON SIDE YARD WIDTH) SPEE-D-BASIN TG PER PLAN I' I' PER ORCO BLOCK P FL 2 I P FL VINYL FENCE VINYL FENCE DETAIL 1 BLOCK VINYL POST�00") BLOCK VINYL PA, OST (30•) WITH CAP PROPERTY LINE WITH CAP PROPERTY LINE WALL PILASTER WALL PILASTER (16"X16") (3„X3„) (16"X16") (3"X3") /NV /NV. PVC ELBOW OR o TEE W/RISER 5 j Pvc PIPE 16 R/W� I _t 16_ R�W� I AS R PER PER PLAN _r _ /NV. PER PLA I CURB FACE 1 I CURB FACE I BLOC - �WALLKPILASTER -WALL PILASTER2 GRATE /NL (16"X76") 'ASv (16"X76") NOT TO SCALE n DIRECT/ON OF FLOW �c� 6 (G J DIRECT/ON OF FLOW NOTES' lz 0 SWALES TO SE GRADED 1 M/N AND 49, MAX ALONNG REAR ANDD 5/DE OF HOUSE © 3"PRIVATE DRAIN THROUGH CURB FACE PER DETAIL BELOW - SEE WALL FENCE PLAN PER A4 a&x f&1/S2/RQ�P ;. SEPARATE PERM/T FAoy/RO O HIGH POINT OF SWALE PER PLAN O REFER TO THE FINAL TRACT MAP FOR BEAR/NGS - _ - + _ R,:,.• ,, OF PROPERTY LINES '� 3 4"DIAMETER DRAINAGE PIPE(05�MIN PIPE B IYP/CAL 15'REAR D/STANCE TO SWALE UNLESS - _";i:�_'• " O O 2% MIN. AD 2% MIN. _?+`;:',: :f�'L':,2..ee N ;�5�,••.:.,,.., SLOPE) OTHERWISE NOTED ON PLAN OVERFLOW OVERFLOW a #4 REBAR N4 REBAR IQIi ... l =„a 9 TYP/CAL 3'SIDE D/STANCE TO SWALE UNLESS EMBEDDED INTO EMBEDDED INTO 4 SLOPE AWAY FROM THE BUILD/NG FACE/S TO O 20% MAX 4" PVC PIPE 5% MIN. A PVC PIPE BE 59 M/N FOR THE FIRST JO FEET MIN OTHERWISE NOTED ON PLAN HOUSE FOOTING HOUSE FOOTING +,t-'1,'�;_:'':.•.. ; AND 29 THEREAFTER UNTIL THE SWALE/S BY 1 FT. 9 IN. BY 1 FT. 9 IN. MAX C.� '•h'''"y";Yy"..:�, ..'.•tc: 10 29 M/N AND 209 MAX GRADE FROM REAR "'��'r;G•'';:1%•^-�•" r: ` REACHED. SWALE TO PROPERTY LINE OR GRADE BREAK, 1 1 7-�01CAL 50f YARD GATE — 5 FT. TYP/CAL S/DE YARD GATE — OVER 5 FT. +gin •.':'.:`, '_' :'_>^--F;=r` ;`<,:;"��� O5 SHEET FLOW TO STREET OR THE OPT/ON OF GRADE BREAK TO PROPERTY LINE MAY BE >9 ...,-...,-,.,,,.` .,."�-„• UP TO 69 FLOW LINE TO ':r DRIVEWAY SLOPE NOT 70 SG1LE TYP/CAL LOT F/N/SH GRADING Nor to scALE Rnr rzaav NOT TO SCALE CORE THROUGH EXISTING R/k' R/W CURB& GU77FR S4' R11W x. R/W 27' 27' FL OF P/PE 1/2"ABOVE 6' VARIES 3"PVC 25' ¢ 25' ¢"phi 7F11 R AG GUTTER FLOW LINE INVERT PROPOSED T 20' 20' 7' ELEV. PER PLAN SIDEWALK 4"WYE AS REOU/RED 7' 18' 18' 7' TYPICAL BLOCK WALL OPENING AT SWALE INSTALL REMOVABLE PLUG 3'PUBL/C 5' 5' 3'PUBLIC I A U WALK WALK U 7X7Y fSM S' S' 7X7Y f3 NOT TO SCALE pg unvrr ESMT s1DE sr� unvrr ESM/T. 2' 4"A.C. OVER �2' WALK WALK \ \jT\j < -0.06 +0.00' "A•B -0.06 2' 4"aC.OVER 2' _ s"ae. - 1�5X -0.02 +0.00' -0.02 \_ _\_ 2.OX 2.1 70 MEET JC TC 2�—S2.•I TO MEET �\�\, \,, \ \ // \ \ \ \ .-.+.uf::^:'C`.4:>:.._n.•.•;.:y.':c;`.:5.:..:.: i.^:>a, 5 EXIST. GRADE N R 5 ..:...:,.. 5 >t:;-.`ti::>F- ��''i�'.;::"r�<i�^s c:°•a;',;".'is';.:,`5: •5 R/k' 50, om' A 3 AN REDUCER 4"P.V. LANDSCAPE SY5EWi1LK Cube& cuRe�.. SIDEWALK LANOSCAPE ' CURB&GUTTER PER RIVERS/DE ¢;Y¢�'¢"TEE PARKWAY Gu1TER Dur1ER PARKWAY LANOSGIPE 5 CURB& CURB R 5 LANDSCAPE ELEVATION COUNTY STD. .370 PARKWAY SDEWALK GUTTER GUT/ER SIDEWALK PARKWAY 25' 25' O INSTALL POLYETHYLENE O PLASTIC✓DINT MATERIAL 7' 1e' IB' 7' 2, QUICK✓DINT"OR EOUAL LADR/LLO STREET, EMPRESSA CIRCLE 12t 15.73 TO , S' 3' 2"MIN. COVER 19t99.95 PIONER LANE DOUGLAS C/RCLE 11t25DO TO 14t20.98 uPL/7Y ESAr SIDE sroE un7Y ESA r 2' WALK 4"aC. OVERWALK 2' U T./.=5.0 +000' I r.6X 1.5K o Z�A 20% MFrr EXIST. GRADE RAWe Z ry SECTION A A i PER SIP PNARMAYE SIDEWALK CURW ,6V77BER GUU TR �D �K PARKWAY m n PRIVATE P/PE THROUGH CURB DETAIL cF ELEv NOT M 504LE ,?D j LADRILLO STREET, E/L/PRESSA CIRCLE 10*00.00 TO o 12t 15.73, RENTWOOD COURT, MYRTLE STREET, a DOUGLAS CIRCLE 10t00.00 TO 11t25.00 0 2.031 7..1.-5.0 V TYPICAL DRIVEWAY DETAIL SIDEWALK NOr JD SCALE ERSC 11/07/2023 MB ENG-2023-00317 Qz Call before you Dag q I�/ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE �'�� SEAL—ENGINEER BENCH MARK: C/7Y OF LAKE EL/S/NORE SHEET N0. Qz M/-11\I\ REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN �E�/ NO. C-95-33 ELEY. = 1356.45 MSL (1929 DATUM)FROM cu Call o,9 FOUND ACCEPTABLE ENG/VEERS 49�M C�'¢ THE/N7ERSECAON OF LAKESHORE OR/VE AND ORYDEN TRACT 28214-9 PHASE B O CIVIL ENGINEER PLANNERS*SURVEYORS O STREET 40 FEET SOUTHEASTER[Y ALONG LAKESHORE AND PRECISE GRAD/NO PLAN 1NO COON AVENUE,SUITE 1001 CORONA,CA,s2881-337019 -L3a-213 �C 7s048 Z g 40 FEET NORTHEASTERLY TO THE CH/SEEED TOUARE"/N ALSERHILL RANCH ry O / ✓✓l.Y _ / / } LO m�^Q TOP OF CURB AT BCR.�- 1L9/2023 PREPARED BY n * * DETAILS OF39SHTs REMON HABIB, RCE No.. 83 D 156 DATE Mub �_i(p g_21.23 97FNEER IVIL O\P SCALE. DATE: 1-800-422-4133 CITY OFCITY GILAKE ELSINORE THOMAS M. CASELDINE 047E OFCNIF KBPHOME W.O. FILE N0. 23-401 2:1 MAX 2,MAX - 1 410 I 82.32 1.47 \ '_- NI �$ 6T FG � 00' 9 HP 1 3% --- 14 7 i% FG �o�r 35.35' a^" FG s 23INV HP 21 • 1NV � 12 - I 14. I�. a iz HP I� I 3 PLAN C 1 B �� o-°j I PAD-1414.70 28' ti - 1� HP l ±/ II FF=1415.37 ---- iz -----GF=1414.70 l .I C. 13.72.0/NV HP a N1� 13 TG 1L5 2 I 1. T ,h I ei II IHa / I. I >L3/NV w� T ll 211.9 1 TG sill /NV 1, I 4 PLAN 020 I PAD1414. f`� I 5 PLAN C3B 14' 7 -141T.. II F 57 HPPA0=1412.90 I l I I GFf41390 II kII FF-1413.57 I 13' I III 11 GF-14f2.90 I . 2 5 TG 2 1^ r Il 14. 2 at I 0 14'8/N >1.2/NV 5' I f. `�) 1 128 �l'1 I I I ..6/Nv 5 I. l I ' I >. T 1� I 7 Z I 4 I' I yP If I I I HP ,yP / II IliI1 W I 14 1! II J I 13. >. yP I a HP ei I' +I 2 .4 TG f HP o 1� I 11.0/NJI - 14. 1 I I, �I •5 T I' I l 10' I 11.6 15 /N II I �l 11.7/NV I -- - - e ---_fT I. II 5 T kli 2 II 4 2 6 10.4/NV ll 126/N °J I -- -- -- / l I. U6 f l I I: 15, 1 cO1 �/ I I i'aa N N 10V FS I " I I L_=49.34' 12.35'I I 63.15' I '� N 1• I ^ I I � �`�/ o 1 \� 1499 f 1. 4 W 1 9 >1.53 INV h f 1.38/N N. f f 24 C 11. T W / p6 12.23 IN \ 1 � u ro ^3 \ a CONWRUCTJON NOTES ^$ N >oz2/NV -- o 6 h a (D PASTA[[PWXY 4'SCHEDI/LE 40 P.YO PIPE®0.5X M/N SLOPE OR AS-WIPN ON PLLY. o /4 R O2 /ATINL NOS 6'ROUNO GRAZE/50 ON 6'SPEE--D&W OR APPROVEO EOU4L./ASTACL B45IN OEPIH _ --�---- - - ALi/OS)YDMS AS REOU/RED OPNSTALL PAfWAIE 4'SCNEWY 40 P.V.0 P/PE)NROUG//CURB PER DETNC ON SHEET J(SCOPE VAWY fRa O P #62'/MFRTAT TG TO CURB®1X A//N.J. �I,A H C/RCL E m 5 M5'TALL J'X>I'LtgYCRE/E R7AS7/ AD m °c R OEXLSRNG&-9A%4L ORNfWArAPPR04CH PER=Nlr OF RAERNIT'STAN04R0 R IV 207 AND PER STREET PMPAYIYEMEA9 PLANS MCT W 18214-9 ti 2 10' 0 10" 20" JO' p p SCALE/N FEET SEE SHEET NO. 8 ERSC 11/07/2023 MB ENG-2023-00317 Call before you oag q I�/ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE SEAL-ENGINEER BENCH MARK: C/7Y OF LAKE EL/S/NORE SHEET N0. Qz M/-11\I\ REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN � 1 NO. C-95-33 ELEV. = 1356.45 MSL (1929 DA7ZIM)FROM ry cu Call o,9 FOUND ACCEPTABLE �EA(G/NEERS 49�M C�'¢ THE/N7ERSECHON OF LAKESHORE ORNE AND ORYDEN TRACT 282/4-9 PHASE B A O CIVIL ENGINEER PLANNERS*SURVEYORS O S7REET 40 FEET SOUTHEASTER[YALONG LAKESHOREANO PRECISE GRAD/NO PLAN 7 lava CONPTON AVENUE,SUITE 1000 CORONA,CA.92881-33701951-734-213 � Z g 40 FELT NORTHEASTERLY TO THE CHISELED T044WE'IN ALSERH/LL RANCH ry C 7s0a8 m A-il TOP OF CURB AT BOR. Q 11/9/2023 PREPARED BY n * * OF3OSHTS REMON HABIB, RICE No. 83156 DATENEER Mub �_i(p 9_21.23 97F IVI�p\P SCALE. DATE: I-800-422-4133 Cftt OFOILAKE ELSINORE THOMAS M. CASELDINE D47E' oFCN1F KBRHOME W.O. FILE NO. 23-402 2 ` ° I I 2,1 MAX O I I - 2:1 MAX 1 / I I 82jre, 1 I I I 0 1 II If 1 / >$ I HP NIi I / $ 1 I � MODEL LOT 1 MODEL LOT 17 I MODEL PARKING LOT 2 I� ill s•/ I a 1 f ? ME I I ----- 3.0 kz l I II W I I Z �o / (\ c� / I L/LAH C/RCL E .9 N 126 p a SEE SHEET NO. 8 \ 0 t / / CONSTRUC170N NOTES ti / O1 1#574ZL PRIVATE 4"SCHEDULE 40 P.VC PIPE®O.SX Aff SLR 6W AS SHOWN MAW. o O2 INSTALL NOS 6"ROUND GRAIE/50 QY 6"Slff-D B45/N OR APPROVfD ED(A9L.INSTALL B4S/N MPTfI R AL1161SNDWY AS RE�1/RED O /A51INZ PRNAIE 4"SCHEDULE 40 P.VC PIPE THROUGH CURB PER&W QY SHEET 3(SLOPE YAN/ES FROM/M2FT AT TG TO 6URB 0 IX MN.). 10. 0 10' 20' 90' � O /hSTNZ 3'X 11'60NCRETE/7XW PAD v SCALE IN FEET OLW IX RE57DEWX La WvAPPfiw01 PER 601INTY DF RMWY SrhVDM N0.ZO7 AND PER STREET/MOVEMENT PLANS 7R4CT A'0.28214-9 � ERSC 11/07/2023 MB ENG-2023-00317 ry Call before you oag THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE SEAL-ENGINEER BENCH MARK: C/7Y OF LAK EL E /SINORE SHEET NO. MARK 33 EL �<<v REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN (LESS/ NO. C-95- EY. = 1356.45 MSL (1929 DATUM ry)FROM cu Call o,9FOUND ACCEPTABLE �ENG/VEERS 49�M C�'¢ THE 1NTERSECAON OF LAKESHORE OR/VE AND DRYDEN TRACT 28214-9 PHASE B � O CIVIL ENGINEER PLANNERS*SURVEYORS O STREET 40 FEET SOUTHEASTERLY ALONG LAKESHORE AND PRECISE GRAD/NO PLAN 5 <j 1880 COON AVENUE,SUITE 100.CORONA,CA.92881-33701951-734-213 � i g 40 FEET NORTHEASTERLY TO THE CHISELED TOUARE"/N ALSERHILL RANCH ry O / ✓✓l.Y _ A } C 7s0ae m A�^ TOP OF CURB AT BCR. Q 11/g/2023 PREPARED BY n * * OF30SHTS REMON HABIB, RICE No. 83156 DATE Mub �_i(p 9_21.23 97F IVI�p\P SCALE. DATE: I-800-422-4133 Cftt OFOILAKE ELSINORE THOMAS M. CASELDINE D47T oFCN1F KBRHOME W.O. FILE N0. 23-403 I ° ° 2.1 MAX G i 2�1 MpX / / / / o/°/o F0 T. 2% I' 1 4. t% .. I� HP / FG It p 223.5INV s 9 1 30 Q MODEL LOT 16 2 3.6 INV G2A I I5 P 1425.30 Ili°t N 1425.g7 1. t425.30 I OFa 2 I� 1 5 NP 23. I Q F0 O238IN �;'�'`\� \\ 239 I MODEL PARKING LOT 15 , X\ INV NP s ON 0 30 \\ \\ 23. 242 0 INV 4 1 7s .A 14 1 a25 4 P 1 �\ P -j4254 3\` A\ N \ GF 2 %4.5 INV ar�\\ a IN / \ 23. 2a H .1 ! I \ P18 1 \ I I \\ 24.0 IN HP \ \ w W I NP - - - - - - �� \ 2 23.4 INV \\ •6 INV 0 10, \\ 02 , 1O // \ I--- - o I " \ 2J 15/N I - ---- — — W CONsrRucnoN NOTES � i (D INSTALL PRNA7E 4'SCHEDULE 40 PW PIPE®0.5X MIN SLUE OR"9VOW ON PLM! I / O2 /NS7ALL NOS 6'ROUND G94IE/50(kY 6'SPEE-D 84.57N a?APPROVED EOU4L.INSTALL BASIN OEPIf/ A USwm AS REQUIRED OJ IYUTALL %Y4,T 4'SCHEDULE 40 P.YC RFE 7HR000//CURB PER OETA/L ON SHEET J(SLOPE YAWS I ; Q' /RRV M ORT AT 70 TO CURB 0 1X MIN). �0 �5 IffWL J'X 11'LONOY E/7K4H PAO T OEX/SW RESYMWX OWWrAPPR04CN PER COUNTY a'RAERSYDE STANDARD R Ab 207 AV PER S7REET/NPROYf"PLANS IR4CT N0.29214-4 70' O 10' 20' JO' 1 9 52 SEE SHEET NO. 7 SCALE LN FEET ERSC 11/07/2023 MB ENG-2023-00317 Call before you oag q I�/ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE �'�� SEAL—ENGINEER BENCH MARK: C/7Y OF LAKE EL/S/NORE SHEET N0. `� �<<v M/-11\I"\ REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN � 1 NO. C-95-33 ELE1! = 1356.45 MSL (1929 DATUM)FROM Qz cu Call FOUND ACCEPTABLE ENGINFERS 49�M C�'¢ THE/N7ERSECAON OF LAKESHORE ORATE AND ORYDEN TRACT 28214-9 PHASE B 6 O CIVIL ENGINEERS.PLANNERS.SURVEYORS O S7REET 40 FEET SOUTHEASTER[Y ALONG LAKESHORE AND PREC/SE GRAD/NO PLAN <j 1NO COON avENUE,sulrE iOo.coRONa,ca.szaei-3avo.ssi-vaa-zi3 � i g 40 FEET NORTHEASTERLY TO THE CHISELED "SQUARE'/N ALBERH/LL RANCH `v O / ✓✓l.Y _ / } C 7s0ae m A TOp OF CURB AT BCR. Q 11/9/2023 PREPARED BY � n * * OF3OSHTS REMON HABIB, RCE No. 83156 DATE Mub �_i(p g_Zt_23 97FNEER IVI�p\P SCALE. DATE: 1-800-422-4133 CITY OFOILAKE ELSINORE THOMAS M. CASELDINE D47E oFCN1F K13 HOME W.O. FLE NO. 23-404 - 12 SEE SHEET NO. 6 - -- -----' CONSTRUCTION NOTES OINSTALL PRNATE 4"SCHEDULE 40 P.YC PIPE®OM AN SLOPE Of AS SHOWN OV PL41 - - O2 IM9TALL NOS AS REND GR97E/50[kY 6".SPEE D B4,SYN APPROVED EOLf4L.INSTALL B4S/N DEPTH 1 _ _— -.. 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O 24 / FG yp HP I/ — 1 � 1 m - 1X 1X 2.•1 MAX � 2.1 MAX 2.1 MAX 2.•i MAX 39.52' -- a 2 v 10' 0 10' 20' 30' 59.76' SG4LE/N FEET 55 ERSC 11/07/2023 MB ENG-2023-00317 Call before you oag q THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE SEAL-ENGINEER BENCH MARK: C17Y OF LAKE EL/S/NORE SHEET NO. <<v MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ( ESS1 N0. C-95-33 ELEV. = 1356.45 MSL (1929 DA7ZIM)FROM ry cu Call o,9 FOUND ACCEPTABLE �ENG/NEERS 49�M C�'¢ THE/MERSECHON OF LAKESHORE OR/VE AND ORYDEN TRACT 28214-9 PHASE B 7 O CIVIL ENGINEER S•PINNERS•SURVEYORS O STREET 40 FEET SOUTHEASTER[Y ALONG LAKESHORE AND PREC/SE GRAD/NO PLAN / <j i880 COON AVENUE,SUITE,00.GORONA,CA.92881-33701951-734-213 � i g 40 FEET NORINEAS7ERLY TO THE CH/BLEED 'SQUARE'IN ALBERH/LL RANCH ry 0 / ✓✓l.Y _ / } C 7904e m A TOP OF CURB AT BCR. Q 11/9/2023 PREPARED Sr, n * * OF30SHTS REMON HABIB, RCE No. 83156 DATE Mub �_i(p g_21.23 97FNEER IVICITY �p\P SCALE. 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Qz M/-11\I\ REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN � 1 NO. C-95-33 ELEY. = 1356.45 MSL (1929 DATUM)FROM cu Call o,9 FOUND ACCEPTABLE ENG/VEERS 49�M C�'¢ THE/N7ERSECAON OF LAKESHORE ORNE AND ORYDEN TRACT 28214-9 PHASE B 8 O CIVIL ENGINEERS.PLANNERS.SURVEYORS O S7REET 40 FEET SOUTHEASTER[YALONG LAKESHOREAND PREC/SE GRAD/NO PLAN i aea CO—ON avENUE,sulrE ioo.coRONa,ca.szaei-33vo•ssi-via-zi3 C 7s0ae� Z g 40 FELT NORTHEASTERLY TO 7HE CHISELED 'SQUARE'/N ALBERH/LL RANCH ry O / ✓✓l.Y _ / } c� m�^ TOP OF CURB AT BCR. Q 11/9/2023 PREPARED BY � n * * OF30SHTS �_i(p LOTS 6-9 REMON HABIB, RCE No. 83156ITY DATE Mub g_2t_23 9jFNEER IVI�p\P SCALE. DATE: 1-800-422-4133 CITY OF LAKEELSINORE THOMAS M. CASELDINE D47F oFCN1F KBRHOME W.O. FILE N0. 23-406 2.1 MAX I L=60.06' 0 ?� 21 MAX -.-� I B60 � �.. FG If `� FG _ I II .4 ci 2.1 MAX HP 1%_ _ �_��"g 69.05, 27• I �8577_G -- - I�� 91.B 918 os" L=70.88' N I I 22 85. 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MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN NO. C-95-JJ ELLU = 1356.45 MSL (1929 0A7UM)FROM cu Call o,9 FOUND ACCEPTABLE ENG/VEERS 49�M C�'¢ THE/N7ERSECAON OF LAKESHORE ORNE AND ORYDEN TRACT 28214-9 PHASE B ,9 a CIVIL ENGINEERS•PINNERS•SURVEYORS O S7REET 40 FEET SOUTHEASTER[YALONG LAKESHOREANO PREC/SE GRAD/NO PLAN 88 i0 COON avENUE,SUITE 100.GORONA,ca.92881-3370.951-via-213 �C 7s0ae Z g40 FELT NORTHEASTERLY 70 7HE CH/SELED 'SQUARE'/N ALSERH/LL RANCH 11/9/2023 PRLpAREO BY m ^ TOP OF CURB AT BOR. LOTS 43-45 OF30SHTS REMON HABIB, RCE No. 83156 DATE Mub �_i(p g_21.23 97F IVI�p\P SCALE. DATE: CITY ENGINEER oFcp11F FOR: W.O. CITY 1-800-422-4133 Cftt OF LAKE ELSINORE THOMAS M. CASELDINE D47E KB HOME FILE NO. 23-407 2 CONSTRUCT/ON NOTES / 6 O INSTALL PRNATE 4'SCHL7IULE 40 P.VC fYPE®0.5X MIN SLR aP AS SHO17N CkY f7AN. /.�� 2:1 MAX 75.6 O INSTALL Yff 6'ROUND 6MIE/50 6W 6'SPEF--O"OR A-R OYEO EaW M5'TALL&9N&PIN FG ALUUSIMEMS AS Rf011hYD �.. 0 INSTALL F'RNAIF 4"SCHEDULE 40 P.VC PIPE IHROUC-!/CURB PER M7AK[kV SHEET 3(SLOPE VARkS � fR6W INW7AT TO TO CURB®IX MN).. O4 "MRA6)IFFLORNG O INSTALL J'X 11'CMVRf7E 7R4W PAP / OLXLS77NG RL37A99M DRNfWAYA8PR04LYL PER 6MW7Y 6F RNERS/LE STANQ AV 207 AND PER SIREET/MPROfEMEA4 a4W 7MCT AV 282I4-9 r / � MAX 727/ �� oa G fG FG 2.1 MAX 75fG L --------G B --- 6�65 45 0 12.0 2:1 MAX FG FG o� N � 7� m_ � � -------------G B 23/ FG FG •.q° FG 1% iR � _ �$ �Z FG15.0 fG Lys I;( 11 ' B TG 9 } 06.8 05.7/NV HP N iq 05.9/NV �Iz 07..3 HP li 0 HP 0�o? I. 1.3 TO N � � 07.9/N 7 f 2.11 HP FG � I 47 LAN F1CR I iR 1% 'I PAD=1407..50 1 1% 1�_.�._- ..�.. o�.. 'tj N 3. GF=1407.50 0 6 7G 1.7 01.6 TG 7. I 2. 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DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN �ESSf NO. C-95-33 ELEV. = 1356.45 MSL (1929 0A7UM)FROM ry c Call o,9 FOUND ACCEPTABLE �ENG/VEERS 49�M C�'¢ THE/N7ERSECAON OF LAKESHORE OR/VE AND DRYDEN TRACT 28214-9 PHASE B 10 O CIVIL ENGINEER S•PINNERS•SURVEYORS O STREET 40 FEET SOUTHEASTER[YALONG WESHORE AND PREC/SE GRAD/NO PLAN ` i880 COON AVENUE,SUITE 100-0RONA,CA.92881-3370.951-734-213 � Z g 40 FEET NORTAMSTERLY TO THE CHISELED 'SOUARE'/N ALBERH/LL RANCH ry [7 / j✓✓l.Y _ / } LO C 790a8 m(,^ IOP OF CURB AT LTCR. Q �"u�U 11/9/2023 PREPARETI BY n * * LOTS 46-49 OF30SHTS REMON HABIB, RCE No. 83156 DATE Mub �_i(p 9_21.23 97F IVI�p\P SCALE. DATE: CITY ENGINEER OFCpllF FOR: W.O. CITY I-800-422-4133 Cftt OF LAKE ELSINORE LT HOMAS M. CASELDINE DOT KB HOME FILE NO. 23-408 2 FG9 o� 2: VAX 25.4 �o 87.1f' 2.•1 MAX 15 2 1\ I FG o.\� F G/ � 61.00, ���111 0l 55 FG JZ -__ li h 1 I� •4 N� 54 I, �.. 1 } -I;7INV © 1 �� a �I 23.8/NV 24.4/NV2,52 k-c HP53 I }II 4.7 0 236 i I 2. 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C-95-33 ELEV. = 1356.45 MSL (1929 DATUM)FROM cu Call o,9 FOUND ACCEPTABLE �EA(G/NEERS 49�M C�'¢ THE/N7FRSEC770N OF LAKESHORE ORAE AND ORYDEN TRACT 282/4-9 PHASE B „ O CIVIL ENGINEERS0 PLANNERS.SURVEYORS O S7REET 40 FEET SOUTHEASTER[Y ALONG LAKESHORE AND PREC/SE GRAD/NO PLAN <j 1NO COON AVENUE,SUITE i0O.GORONA,CA.92881-33�O.ssi-�3a-2i3 � i g 40 FEET NORTHEASTERLY TO 7HE CHISELED "SQUARE'/N ALSERHILL RANCH ry [7 / ✓✓l.Y _ / } LO C 7s0ae m�^ TOP OF CURB AT BCR. Q 11/9/2023 PREPARED BY � n * * LOTS 50-0 OF30SHTS REMON HABIB, RCE No. 83156 DATE dub �_i(p g_21.23 97F IVI�p\P SCALE. DATE: CITY ENGINEER oFCN1F FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE D47E KB HOME FILE NO. 23-409 2:1 MAX 1 54.67' FG 2:1 MAX oIz - 2:1 MAX 57.56' FG 2.1 MAX 61.26' FG FG 81.07' 26.8 fG BIZ G i 26.8 FG FG RG o� h .. 1%-- - iL "IZ I Is ' �L27' 27`_ 1 8 25. / HP 26.3/N I I HP HP i i.. 1 � 7' %" _ 1%_ q• 1% 1% 10 58 PLAN F1C I �, ..�� 0 IN✓ N� NP .. � PAD=7428.30 2 I 1 FF=1428.97 1 b 1NV ;nI 3' GF=1428.JO 1 1 ©26' 1 `� !I 26.f 2HP Ni 26.> TG 11 I' 26.7 T 6 26.7 TG I 26.6 24.4/NV �n 24.9/N I: 25.1 /NV HP iry bE� I 57 g0 d. HP 11 �oz } 1 25.4/NV N 2HP Ii 11 I:" \1 PA0'j1 1 7 4 �v O T i� HP -4i 5 I k 1 54 1 PLAN F2C I 55 IFZAN F3B 11I jl ,\ �� 1NV 1 l3' PAD=1426.80 I} I g• PAD=f427.40 I 27. T I 1 26.8 5 \ I FF=1427.47 11 FF=f428.07 1 k I 26.0/NV I �\ F1P \ GF-1427.40 3'I+. � GF=f426.80 2HP �� I 26.4 TG I I NP q 24.2/NV 5 27 h I 25.4/NV 25.2/NV I 5 I \ } '1 O 13 I 26.6 24.8/NV HP 26.4 TG I 8 I 5 >3' I. \ \�x I 24.6/NV I 27.2 I I 11 V N 14 1 :I 27.2 HP 26.6 1N - _HP 26.2/� \. 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DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN �ESSf NO. C-95-33 fZfV = 1356.45 MSL (1929 DATUM)FROM ry c CaII o,9 FOUND ACCEPTABLE I�ENG/VEERS 49�M C�'¢ THE/N7ERSECAPN OF LAKESHORE OR/VE AND ORYDEN TRACT 28214-9 PHASE B 12 O CIVIL ENGINEERS-PINNERS•SURVEYORS O S7REET 40 FEET SOUTHEASTERLYACONG LAKESHOREANO PREC/SE GRAD/NO PLAN ` i880 COON AVENUE,SUITE 100-0-A,CA.92881-3370195-734-213 � Z g 40 FELT NORTHEASTERLY TO THE CH/SELED TWARE'7N ALSERH/LL RANCH ry [7 / ✓✓l.Y _ / } LO C 790ae m�^ TOP OF CURB AT BOR. Q 11/9/2023 PREPARED BY � n� * * LOTS 54-57 OF3OSHTS REMON HABIB, RCE No. 83156 DATE Mub �_i(p g_21.23 97F IVI�p\P SCALE. DATE: CITY ENGINEER OFCpUF FOR: W.O. CRY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE D47E KB HOME FILE N0. `L3_410 2,1 MAX 2:1 MAX 2.•1 MAX � 61.15' 61.15' 130.23' 29. 30 302 i .ZO.6 i FG 91Z FG FG FG FG 9 HP _ i 1R ? 1 N� 27..8/NV I� .I_f. ——— .. � 27.2/NV I I _ 30.6 }I HP Flo z yp I 9 9. 5 TG N1 I' FG II '•I 27.9/NV HP 28.3/NV HP I HP I -- } N----� ,58 PLAN F1A I II L� I 0 -1-o? } /, I PAD=1429.50 I � Ie/'�I 19, FF-1430.17 I PAD=1430F34 I 1 I HP I I 113, GF=1429.50 I 59 pL� �q�060C 3I l: /I GF=1430.20 3'I, '1 - 3..60 P �I 'i , � I� i. .I I 2B.2, 2 HP 8 T I (`�� I 0 T I; yi 28.1 /NV II �I� 6 27.5/NV I ,� g' 5 12'g 1 I 1ph'� 27..6/NV n `I >G I ee IIN �s- .I 26.9 I1 6, I O HP 1 1 228.5/NV l' W10, I i HP 1 It 1 III I' 280, �y 0 f/P ^11 27.4/N I If / n I/ HP ^III 26.7/ 2 _ -- 27..2/NV fs FS 41 /\ I I k 1 7.1 7 1 I—— FS w W r L_20.92 FS 5/ 17 7 > 1 __ 40.23' _ wk I I / o yti• �1 ?8• TC 06/AV 27.. 6/NV s 27.02 NV H^ � R 6 TC Q'^ " �+ 26.52/N CONWR(/CTJON NOTES 6 34 OI MTALL PRNA7E 4'SCHEDULE 40 P.YO P/f'E®0.5X MAY SLOPE OR AS-WNN ON PL. - - ------ -- _ -— o O1A25'TALL NOS 6"ROUND CR41FI50 ON 6'SPEE--D&W C A9WOWV EQUAL.Amu 84S1N OEPIN ;3 ----- Aaw)vEN/S AS RY-0YhQED _ _____ - ry O3 A1!STALL PRNA7E 4'SCHEDULE 40 PYO f�7N CURB FUR OETAIL all SHLUT 3(SZ�1 —-—- —- L�ARIL L 0 STREET N f"AYYFRT AT TO TO CURB®IX A6N.J. m O AYSTALL 3'X 11'6VNCREIE 72AS9 PAD m L MV� ORNf WrA CN COL/MY'0F2��FS/9E STANDARD SEE SHEET NO. 17 10' 0 10" 20" 30" V SCALE IN FEET Q ERSC 11/07/2023 MB ENG-2023-00317 Call before you oag MARK / THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE SEAL—ENGINEER BENCH MARK: 0/7Y OF LAKE EL/SINORE SHEET NO. M/-1RK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ��1 NO. C-95-33 ELEY. = 1356.45 MSL (1929 DATUA/f FROM ry c call o,9 FOUND ACCEPTABLE �ENG/NEERS 49�M C�'¢ THE 1WFRSECTION OF LAA'ESHORE ORNE AND DRWEN TRACT 28214-9 PHASE B 13 O CIVIL ENGINEERS•PINNERS•SURVEYORS O STREET 40 FEET SOUTHEASTER[Y ALONG LAKESHORE AND PREC/SE GRAD/NO PLAN i880 COON AVENUE,SUITE i00.CORONA,CA.92881-33701951-734-213 � i g 40 FEET NORTHEASTERLY TO THE CH7SELE0 'SQUARE'IN ALBERH/LL RANCH ry O / ✓✓l.Y _ / } LO C 7s0ae m(�^ IOP OF CURB AT BCR. Q 11/9/2023 PREPARED Sr, n * * OF3OSHTS �_i(p LOTS 58-60 REMON HABIB, RCE No. 83156 DATE Mub g_g1_g3 9jF IVI�p\P SCALE. DATE: 1-800-422-4133 CITY CITY OF LANEERKEELSINORE oFCN1F FOR: W.O. CITY THOMAS M. CASELDINE L197E KB HOME FILE N0' 23-411 SEE SHEETS NO. 16 SEE SHEETS NO. 17 12 _ _ _ _ _ _ _ _ _ _ _1 t �, � DAL -� STREET 30.08 TC V 30.9 0 3 H 30.38 TC 29.62/N 4 30.5f/ 29.92/NV 1. O ry I ^ 29.34 TC L - - 6800 - - t - - D86 28.61INV ^ 2B.f /NV p31.02 1 ^ FS Fs I Js� o I I c�R� o FS I X 29.F6B0 =44.17' _ \\ 31.6 TG fs 11 'FS N \ \\ �V 3 G } 1T } 1� 32.6 TG 1 29.8/NV I 1 1 I I 30.4 3f.5 TG I 28.4/NV � 31.8 29.9/NV r HP } i 30. T 2B.8/N 111 l.l� 14' HP8 3HP I 14 I 1 I II Z I,ae I f 5 1 5 II 1320.6 GT I'^ .96/TG /NV 330.1/N I I 7 30 11' HP I I 30. 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FG 5 A5'TALL 0 3'X 11'LONCREY IRAs[/PC m 11 OU7AC AfYZN)W1 ORNEWAYAPPR0vv PER 6WY7Y OF RNERSIDE STAND44D O 1 \� O AV 107 AW FZR S7&77IMPROVEMEN7 PL4N5 TRACT W 181f4-9 FG ti 2 v ERSC 11/07/2023 MB ENG-2023-00317 Call before you oag MARK THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE SEAL-ENGINEER BENCH MARK: 017Y OF LAKE ELIS/NORE SHEET N0. `� MYiI\I\ REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ( ESS1 NO. C-95-33 flE. = 1356.45 MSL (1929 DATUM)FROM cu Call o,9 FOUND ACCEPTABLE �ENG/VEERS 49�M C�'¢ THE/N7ERSECAON OF LAKESHORE DRIVE AND DRYDEN TRACT 28214-9 PHASE B 14 a CIVIL ENGINEERS•PINNERS•SURVEYORS O STREET 40 FEET SOUTHEASTER[YALONG LAA'ESHOREAND PREC/SE GRAD/NO PLAN i880 COON AVENUE,SUITE 100-0RONA,CA.92881-3370.951-734-213 � Z g 40 FEET NORTHEASTERLY TO THE CHISELED 'SQUARE'IN ALBERH/LL RANCH L0 C 7s0ae m�^ Top OF CURB ATBG'R.11/9/2023 PREPARED BY n * * LOTS 61-63 OF3OSHTS REMON HABIB, RCE No. 83156 DATE Nub �_i(p g_21.23 97F IVI�p\P SCALE. DATE: 1-800-422-4133 CITY OFOILAKE ELSINORE THOMAS M. CASELDINE D47E oFCNJF KBRHOME W.O. FLE NO. 23-412 SEE SHEET NO. 16 L%DIPIZ L O STREET \ I STORM D29/N PER TR 2B214-9 I STORM DRAIN IMPROVE ENT PLANS I 3>.71 F- / 6 10•j9 ti rA 31.f3 TC / 3rJ5/ V 3f.19/ N p$ 30.67/NV / !r 1.0� / 0./ / FS3 \ I I f _ I 731.21_ - 37.13 IEl FS - - tih 31.52 f.36 FS \ I A, •. �. I I O / I TO I �\ / 31.9/NV I TO I / 34.0 �I 31.3INV I O HP ♦k/ 31.5/AY / I 5 TG 33.7 31.B/NV I}� HP I / I o HP I I / f 32.2/NV ry�/ 5" 31.5 3HP /f HP�,y.• % s .4 Tc /,'! 14" 32.0/NV / 31.8/NV I' G II yP 64 PLAN F2C I}} PAD=1434.00 5- I °� HP /� I FF=1434.67 GF=1434.00 /I I z I; 6 h o ''o�N II 31.B/NV n+� It HP �^ 32.5 To h 2' 32.3/N I / ` ^ y1 f 33 'f 3p l --wry FG 41' HP TG / 0 v FG 32.f /NV o, 4 34.0 a .44' \ FG FG 40.72' a CONSMICRON NOTES ti �$ /� HP 21 MAX a `n 35.96' OINSTALL PRNAIE 4'SCNEDI/LE 40 P.VC PIPE 005%MN SLOPE OR AS SHOlYN ON PLAN O2 INSTALL NDS 6'ROUNO 041f 150 011 6'SPEE-0 94SLN OR APPR010 EOUAL.INSTALL 9511Y DEPTH ALUUSIMEMS AS RE(XI/RED O3 INSTALL PRNAIE 4'SCHEDULE 40 P.VC PIPE THROUGH CURB PER OETA/L ON SHEET 9(SLOPE VARIL3' 2:1 MAX N E/rt7M/M2RT AT TC TD CURB 0 1.S WN).. 34. 64.49 `0 � � y O5 IA5b4LL 3'X 11'LYJNCREIE IRAS//PAO OLXLS714V REY&9V7W ORMW APPR04CH PER 6OL/N7r OF RNfRSILf S7AN04PD W 207AN0 PER S7REE7 NFROYEMENT PLANS 7WT N0.28214-9 o 10' 0 10' 20' e SCALE/N FEET ERSC 11/07/2023 M B ENG-2023-00317 Call before you oag q I�/ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE SEAL-ENGINEER BENCH MARK: C/7Y OF LAKE EL/S/NORE SHEET N0. Qz M/-11\I\ REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN � 1 NO. C-95-33 ELEV. = 1356.45 MSL (1929 DATUM)FROM ry c Call o,9 FOUND ACCEPTABLE �EA(G/NEERS 49�M C�'¢ THE/N7ERSEC770N OF LAKESHORE OR/VE AND ORYDEN TRACT 282/4-9 PHASE B J,5 a CIVIL ENGINEERS•PLANNERS*SURVEYORS O S)REET 40 FEET SOUTHEASTER[YALONG LAKESHOREAND PREC/SE GRAD/NO PLANi880 COON AVENUE,SUITE 100-0RONA,CA.s2881-3370•vsi-1 -2i3 � Z g 40 FEET NORTHEASTERLY 70 7HE CHISELED 'SOUAR"IN ALSERHILL RANCH/ }L C 7s0ae m ^ TOP OF CURB ATBCR.I "u�U 11/9/2023 PREPARED BY /� * * LOT$ 64-6 REMON HABIB, RCE No. 83156 DATE I ,."� sj. IVI� �P OF3OSHTS 1-800-422-4133 CIITY TY ENGINEER ELSINORE MI. \ 92123 9�OFCNIFO SCALE. DATE: FOR: W.O. CITY 23-413 OF THOMAS M. CASELDINE Ld97E KB HOME FILE N0. SEE `SHEET /l/O 19.32' 25 6.21' -"I MAX "lf FG I 51.64' 2.1 MAX --- ------ a 3Ix�4 N z 2.1 MAX 8 32.4/NV HP } '1 p FG I 6 o z I 32. HP >/NV " 1$ I 11 66 PLAN F2B " I I 31.2/ 2 .4NTV oz PAD=f434.f0 I II 2 3.1 TG 3 .9 31: I 3>.B/NV HP y N� 1° ---- �� .. 1% ry s HP =1434.77 I _ GF=>434>O I I 3 r O I I HP nl�� qe'I3, 2 33 TG I 5' 87 PLAN FRR I 31•4/NV 31.8 I 1 /NV I 12' PA0=143. 3 1II ----- I 5 +Ik = 4 J.47 68 PLAN F7C 5 GF-1433.80 HP ' PAD=1433.00 �'I 3J. I .3 T p 4 I. :I FF=14-TY. HP I I HP7 I I 31.5/ 2 349/NV I j l GF-1433.00 T I g :l 3..1/NII I 17' Z 33. I I 2 .7 I. I I 77' 3f. 'I Ii 6/NV II- I 33. 5 I II 33 TGN - il I 5 I. .4 1 II 3L3/NVQ 3L7/NV Ij� '" � III 7 HP HP II, \ I 5 3. TG I. 314s I r l I1'I 30.8/N 2 3 >. 5f IN TC 3 .14 T I I I 31.58/ CIS \ f I I I Fs I \ 31.12/ 0 G _ ,y1ry 3>. TC I CONS7R110170N NOTES 3o.so IN41 STORM DRA/N PER 771 28214 OI AtS'TALL PRNAIE 4'SCNEDL/LE 40 P.VC PIPE®0.5X MAY SLOPE OR AS.Wxv aV PLM! I STORM DRAIN IMPROVE,ENT PLANS O.85 TO b 1 0% TC N 3D-T9/NV O2 INSTALL AW 6'ROUND CMY150 ON 6'SPEE--O StW OR APPROVED EOUAL./N5TALL 84S/N OEPIN AO/USIATEm AS REOU/RED O3 INSTALL PRNAIE 4'SCHEDULE 40 P.VC PFE 7HR0/M CURB PER DETAIL ON SNL£T J(SLOPf VARIES TROY MORTAT TG TD CURB®1X A6N.). I ---_ 2 m OAS5TALL J'X 11'09NCRELE 77A9/PAD E.YLS71AV RES/DENX ORNfWArAPPR04CH PER 6WN7r OF RNERS/DF D S%,16 1 O X 2O7AV ffi?SMET/MPRDI£MEM alloY 7W7N0.28214 SEE SHEET NO. 15 �A OR/L O STREET SEE SHEET /VO. 14 10' O 10' 20" JO" SCALE/N FEET ERSC 11/07/2023 MB ENG-2023-00317 Call before you oag q I�/ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE SEAL-ENGINEER BENCH MARK: CITY OF LAKE EL/S/NORE SHEET NO. Qz M/-11\I"\ REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN � � NO. C-95-33 ELEV. = 1356.45 MSL (1929 DATUM)FROM cu Call o,9 FOUND ACCEPTABLE �EA(G/NEERS 49�M C�'¢ THE/N7ERSEC770N OF LAKESHORE OR/VE AND ORYDEH TRACT 28214-9 PHASE B �(' O CIVIL ENGINEER S•PINNERS•SURVEYORS O STREET 40 FEET SOUTHEASTER[YALONG LAKESHOREAND PREC/SE GRAD/NO PLAN I 1NO COON AVENUE,SUITE i00-0-A,CA.92881-3370.951-734-213 � Z g 40 FEET NORTHEASTERLY 70 THE CHISELED T'OUARE'/N ALBERHILL RANCH ry c0 C 7s0ae m�^ TOP OF CURB AT BCR. Q 11/9/2023 PREPARED BY * * LOTS 66-68 REMON HABIB, RCE No. 83156 DATE I ,.,d sj. IVI� �P OF3OSHTS 1-800-422-4133 CCITY ITY OF LAKEELSINORE Mub 9 21 23 9�OFCNIF SCALE. DATE: FOR: W.O. CITY 23-414 THOMAS M. CASELDINE Ld97E KB HOME FILE N0. SEE SHEET NO. 24 __ --- L=49.71• L=9.95' -L=_.._ 56.70' f2.65' 4040' --- - - 144 7B6p. 2:1 MAX 21 MAX 2:1 MAX - 1430 �/ �/� G 26-11 FG FG FG I FG old Ip " V{I o N N Q / � OZ 2B. TG 27.0/NV 983/� •� 27..2/NV 1%.. i% _._ ��-� 1q° FG 0• ''S}Iq,Ii°1_-.�_- 90 N� 1 I� 3 8I.I NI lHP �n 27.2/NV I I� 1I1I 26 S 7n\ 7 H P HP sHP v) 2.9/NV y� 267 -'� 7/Nli 7, I II e?13• 70 PLAN F2A V 69 PLAN F3C PAD=1428.90 I} 3 77 I 'T I PAD=1429.60 5' I I FF 1429.57 6 II II !AN/3C 78' Npti HP I FF=1430.27 p� I GF=1428.90 HP I' ,II+ P'40=1428,30 gpl ` I - 15, h 'I FF-1428.g7 I Q1 GF=1429.60 I, I 6 2 1 I G/-7428.3p 5 I NP 1\V J I I 26.8/NV I. 1 10, I 5 1 ae I I' h G � 5 26.9/NV I I 7 4 1. �e 2s?/Nli 2 2 I O' vJ ry 9 2 T 15' HP 2 27.6/N I 6.9/NV I 25.8/Aryl 5 I q I }il HP I 7 II I HP 7 5 (� HP II 1 I I II I i/P TV 10' 1 II 2 HP 11 it 1 Q III11 26.6/N - I' :I 79 i1 2 �I� I I 26.0/Ni© 7/NV26. I z5s 1' 4 II� - I /Nv 8 TG 01 2 7.4/NV II --- a 15. 2 I I --- I ��� I I I I ! I ^ I I 7 ry I m \ FS FS - - - FS FS I a - - -r- t - FS / I 24.36' _ L=34.40_ I_ I -- o I � � I I 26.342587/NV 25. 7.6 1.0% N u 26.96 TC------ - 27.22/NV +3 26.50/NV I W , CQ/�/$Jj�(/L j/Q/�/ /yQJF$ STORM DRAIN PER TR 28214-9 ` 3 -- - -- STORM DRAIN/MPROVEMENT PLANS ----- - �_ + OI /NSTALL PRNAIE 4'SCHLTX/LE 40 P.KC P/PE®0.5%M7N SLOPE OR AS SHOWN ON PLM! -- O2 /AASTALL NOS 6-ROW OMY150 ON 6'SPEE--D B49#0R APPROVED faW./N9TALL MY1V OEPIN --_- - - ------ -- -- o ALUUSIMLA4SASNEOU/REO ----- - L�ORIL L 0 STREET sEE sHEET No. �2 3 /A5•TALL PRNAIE 4'70 Ci/LE 40 X*71 PLPE I1/ROCK,W CORE PER L1ETA/L ON SHEET 3(SLOPE YAR/ES F/rOM/AVERT AT TO TO CURB®1%A//N.J.P O �` E NO q✓z �0/ASTACL 3'X>!'CONCRETE IRASN AO SEE J HET . / y O 5U71AV 0 YDEMWL ORNEWAYAPR404LY/PER LYN/NIY OF WNW STANLNRD W 207 AND PER S7REE7/MPROYEA/ENT PLANS'7RAC7 AV 182M-9 a 10' 0 70' 20' 30' y SCALE/N FEET ERSC 11/07/2023 MB ENG-2023-00317 Call before you oag q I�/ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE SEAL-ENGINEER BEN°H MARK: C/7Y OF LAKE EL/S/NORE SHEET N0. `z M/"11\I"\ REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN � 1 NO. C-95-33 ELE1! = 1356.45 MSL (1929 DATUM)FROM ry c Call o,9 FOUND ACCEPTABLE �EA(G/NEERS 49�M C�'¢ THE/NTERSECAON OF LAKESHORE ORNE AND ORYDEN TRACT 28214-9 PHASE B 17 O CIVIL ENGINEER S•PLANNERS*SURVEYORS O S7REET 40 FEET SOUTHEASTER[Y ALONG LAKESHORE AND PRECISE GRAD/NO PLAN <j 1880 COON AVENUE,SUITE 100.CORONA,CA.92881-33701951-734-213 C 7s0ae IN ALSERH/LL RANCH � i g 40 FEET NORTHEASTERLY TO 7HE CH/SELED "SQUARE' ry O / ✓✓l.Y _ 1 / } LO m�^ TOP OF CURB AT BOR.Q 11/g/2023 PREPARED Sr, n * * OF00SHTS LOTS 69-71 REMON HABIB, RICE No. 83156 DATE Mub �_i(p oFCaUF 9_21_23 9jF IVI�p\P SCALE. DATE: CITY ENGINEER ELSINORE FOR: W.O. CRY I-800-422-4133 CITY OF THOMAS M. CASELDINE 047E KB HOME FILE N0' 23-415 SEE SHEET NO. 24 SEE SHEET NO. 23 543 0 i N 754 N 58.40' 1 MAX 2.1 MAX 13 62 25. I 1430 Hh75P"6� p 2N245.3.3/NV oaN ld2:1 MAX ��M!1 8 TG 1NT$1 l s 9 41144 22/N56TV..51 07 / FlI`�IIIIII}iI:G 5 HP FG fG v.Fa 5 I II 2 N 24.B 270 23..9/NV 3.7N 27.3 22 HP 2 C � G HP 25. 3. 4o- 56 / V 72 PLAN FfA 8 112' 20' Y 1 24.I/ HP 1 1X 1.l . }' ss 6�e O, .72 PAD=1427..50 74 PLAN FIB I HP FF=1428.1 PAD=1425.50 3'I' 2.53 GF=142750 HPHP HP 24 73 PCAN F34 7L PAD=1200 j7 25 V FF=12.6.7 50 GF=7 2 25.6N 23 2 10' 4.0V 28/NV / I5_ T 1-1 2. 8 I P Ol")(�,,I I I () kj HP I: � I I 3 11 27.2 HP I !I 5.6 1 I'I 3 HP I: et 11 I HP l HP I 2<�67j11II IIII I+:� II , !.IlII ka d -- CJ ^I- ©2235.6.6/N♦V IIII j g^z k1':IIII1 2�5 23" 23I 51/4 25.4 1 28N 7 a --- 25 5 14' I 10 I 2 6> �'✓ // //�% j `� �s� 17 4.01 I W ti R5�✓ / FS / \ 0 59 ✓ l 1 FS 5 / - -I — — �T - - -t I - 6.09' -- -- / - -- 52.25' 55.39' — — — - -- -- / - h W 57 ^ 25.24/ y,3 ^ ^'b 82 T 2 5 TT „�cp 2 OTC STORM DRAIN PER TR 28214-9 STORM 24. TC .36 INV U a OR41N IMPROVEMENT PLANS 23.59 IN $ N 3 N 0 CONSTRUCT/ON NOTES 3> - - - - - - - - - 30 - - - - - - - -- - - - - 1 - ry LADR/L L O STREET 29 0 /NNSTALL PRNATE 4`SCHE00LE 4O P.VC P/PE®O.SX Al/N SLR aP AS SHOIYVi OrY PIAA! �'o O2 WWI NZ f-ROUND CMlfl50 QV 6',SPEE--O CdLSIN OR 4ffl OlFO ELXW.INSTALL LWSIN LAPIN SEE SHEET NO. 12 SEE SHEET NO. 11 o ARIOSINEA95•AS REIX/IFED R O INSTALL AW47F 4-SWMVLE 40 P.VC PIPE 770'OUM CURB PER&W ON SNEET 3(20T VARIES FRON MERT AT X M CURB®IX W).. OINSTALL 3'X 11'60ACRtV 7R4S//PAO 10' O lO' 20' .30' v OE1157/Ati'&-9DEN774L ORNFWAYAPPRCWCN PER COI/NIY CV•RN£RS/OE STANLWRD SCALE/N FEET AV 207 ANO PER S7REE7 INPROI£A/EVT PL4NS 7WT AV 28214-9 2 ERSC 11/07/2023 M B ENG-2023-00317 Call before you oag MARK / THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE SEAL-ENGINEER BENCH MARK: C/7Y OF LAKE EL/SINORE SHEET NO. <<v��,.`""9 untl M/-11\I\ REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN � 1 NO. C-95-39 ELEV. = 1356.45 MSL (1929 OATUA/f FROM ry c Call o,9 FOUND ACCEPTABLE �ENG/NEERS 49�M C�'¢ THE/N7ERSEC770N OF LAKESHORE OR/VE AND ORYDEN TRACT 28214-9 PHASE B 18 O CIVIL ENGINEERS•PINNERS•SURVEYORS O S7REE7 40 FEE7 SOUTHEASTER[YALONG LAKESHOREAND PRECISE GRAD/NO PLAN 1880 COON AVENUE,SUITE 1000 GORONA,CA.92881-3370.951-734-213 �C 7s0ae Z g 40 FEET NORTHEASTERLY 70 THE CHISELED TOUARE'IN ALSERHILL RANCH ry O / ✓✓l.Y _ / } LO m�^ TOP OF CURB AT BOR. Q 11/9/2023 PREPARED BY n * * LOTS 72-74 OF30SHTS REMON HABIB, RCE No. 83156 DATE Nub �_i(p 9-21-23 97F 1V1�NEERp\P SCALE. DATE: 1-800-422-4133 CITY OF LAKEELSINORE THOMAS M. CASELDINE LW/T oFCN1F KBRHOME W.O. FLE NO. 23-416 SEE SHEET NO. 23 ?8.�,g• 52.78 m 54.97' A � 2!MAX h nNj N 2:1 MAX 5,2 21 MAX _ FG Fp P FG 1� FG o\ -4 ^ elf M Zr 57 78.5/ 14 1 / t ©13.5/NV IJ-4 IN HP (�.., 1g?RBA°I b �C� pF 7R?¢Op /� HP it al HP i� ----------- l 1 HP I / ? s 7 //: N F2A �O. } l ?S 1 ----I I 1I aE 77 P 415.20 1 e / 5 78 1'1T 17" Pam_ 415.8� 11 14 O PLAN F3B i 1 PAD=1420.20 i GF=1415.2 © NP Ha 1. 13' fF=>420.87 1 ee GF=7420.20 /NV 7 kl HP 11 13.9 14 T 7 ^11 O 13.1 /NV �V sel / ??? R7. �' /' I 18.2/N 1 m 1 1 78.7 INV© HP F/P O 13 1 HP 1 ' I Ali 137/NV© 11 1 22 79 TG I 1 NI 112.9INV 1 v°'ill >8.5/ 1 well 16+ 1 >9. 1 I >8.0 1410 1. 25' 10' O 10' 20' SCALE/N FEET L` \ \ �`S q7� N I, t3 --_L7 rs _ _ I 77.85 5> FS 3�N C,o l — — L— _L=89,84' CONSTR!/CTJON NOTES OI /ABTA[[PRNAIE 4'SCNEDI/LE 40 P.VC P/f'E®0.5X N/N SLOPE OR AS S7KJWN ON fYM! /NV 7.5% 16 ^ 6 STORM OR9/N PER _ o'O2 INSTALL NOS 6'ROUND GR47E/50 QY 6'SPEE-D 845TN Afy'ROYED ETXl4L.INSTALL Ld1S/N DEPD/ \�� _ STOR TR 28 g I ADWSO7LA4S AS REOU/RED _ —M OR9/N IMPROVEMENT PLANS O3 /ASTALL PRNAIE 4'SCNEDULE 40 PYO PIPE 7HR0//GN CURB PER DETAIL ON SHEET J(SLOPE 1/AR/ES - fMW/MFRT AT TO TO CURB®1X k7N.f. 5 /MSTACL J'X>!'LYhiCREIE IRAS//PAO OEX/STHiti'RtYa9 aL aWWvAPPW401 RER=Wfr DF AfhYX STA49a 2-� AV 207 AND PER 57REET ARFOWKW RAW W r AV 18214-9 ---- - - SEE SHEET NO. / / LADRIL O STREET SEE SHEET NO. �O ERSC 11/07/2023 MB ENG-2023-00317 Call before you oag q I�/ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE SEAL-ENGINEER BENGH MARK: C/7Y OF LAKE EL/S/NORE SHEET N0. `� M/-11\I"\ REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN � 1 NO. C-95-33 ELE1! = 1356.45 MSL (1929 DATUM/)FROM ry c Call o,9 FOUND ACCEPTABLE �EA(G/NEERS 49�M C�'¢ THE/N7ERSECTfON OF LAKESHORE OR/VE AND ORYDEN TRACT 282/4-9 PHASE B 19 O CIVIL ENGINEER S•PLANNERS*SURVEYORS O STREET 40 FEET SOUTHEASTER[Y ALONG LAKESHORE AND PRECISE GRAD/NO PLAN 1880 COON AVENUE,SUITE 100.CORONA,CA.92881-33701951-734-213 C 7s0ae� i g 40 FEET NORTHEASTERLY TO THE CHISELED 'SOUARE"IN ALSERHILL RANCH ry O / ✓✓l.Y _ / } L0 m�^ TOP OF CURB AT BCR. Q 11/g/2023 PREPARED BY n * * LOTS 75-77 OF30SHTS REMON HABIB, RICE No. 83156 DATE Mub �_i(p 9_21.23 97F IVI�p\P SCALE. DATE: CITY ENGINEER (FCN1F FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE D9TE KB HOME FILE NO. 23-417 34.28' 3700' SEE SHEET NO. 22 52.77, 71.47' t 7 I 21.44 0 V V 2,1 MAX iq h � 1 FG¢ h 21 MAX 1.4 rhj V� FC � oz 0 1 ��• g ^ 2.1 MAX ^ " -_ 1% /NV HP 1 I `I11TT)1 N1� FG FG 99.5 92.B 78---- I FG FG 4 70 I PLAN F1A I N�j 035/ rylf 9. (� I 1410.40 GF>410.40 II _ -_ 1%_ N�� ly D O I /NV HP �v 19_ `I 1 HP ,I NP 2 I d� - 13• 2 9 /NV I 97.7/NV NP 9 TG 9 I I mo- NP3 8p PLAN F>B I 1O I 9. TG 1 TG I I t� + PLAN F2C I j I PA0=1399.50 I 9. I 191.1 /NV ni "� 91.0/NV I: N V 09.0/N I' � .i PA0=1405.20 11 I II 11 ��o Z ^ It � I =>405.87 I, :I GF 1399.50 l i .I NI� I 5 I GF-1405.20 I �I I' 22' I I� I� A ti I I Jp' 8 II 03.7/NV� HP I 8.I PAD=1392.80 I} I 20 I 5 I `�• 1 �� I FF=1393 47 I NP I O 3'I I HP297.4/NV I I 91.3/NVO 5' I 1 ti 13, O31/Nv I' I I 5 ��i HP h I j i p HP 90.7/NV I I I ^P I Q I I I^ � I 18' I 09.2/NV I III I� k I / I I 6 it 03.9/G I,k N I API g 1 A/o13 NP ? 10 I 0 T I I I a I 13, 08.0/NV I I n I >O'I 9.4 TG HP p I! I I 99.. I} 91.5/N 24 I I I I I I 4 •, /N B r�% �° l as "ryII11 3 Fs 0.5/NV 18- _ I I _ / I I \ 9 h i I /NV 821 � 64.17 I 4 S p I � I � _ _FS ✓ W I � "� I I / 72-91 �o 1 FS41 r / 91. h4prc 11.63 - _ r-'% - �/ a n N - -_s h3 I m 7.57 CONSTRUCT/ON NOTES - - - �_ Ol INSTALL PRIVATE 4`S006ZE 40 P.Y0 P/PE 0 0.5%M/N 5Za E 6W AS-ww av PLW. _ - OZ /NSTALC NOS 6'RCN/N0 GR41T/50[kY 6'SPEE-0 B45/N OR MPROIFO E0101./NSTACC Ll4S/N SPINS- _ STORM O�/N PER Tq ALUUSIMENTSASREIX/IRED _ /N/MPROVE,y28214-9 O /NSTACC P?NAIF 4"SCHE7X/CE 40 P.VC P/PE IHROIkH CL/RB PER&7AK[kY SHEE!3(SCOPE VAR/ES FR0,1//MERT AT TG TO CURB®I%M/N.J. --- O /ASTACC Yx 11'coxwE7EIRAS//PAO L�O> 1 // / O ----- - ---- -24 -- - - - -�-- 23 OEV M7 AW ORN£WAYAPPRW PER LYN/NTY L1F RN£RS/�STANQARD SEE SHEET NO. 10 L L Sj���T- SEE SHEET NO. 9 AD 107 ANO PEA STREET/MPROI£MENI PL4NS'TRACT Ab 18214-9 10' 0 10' 20' 30' ERSC 11/07/2023 MB SCALE/N FEET ENG-2023-00317 Call before you oag q I�/ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE SEAL-ENGINEER BENCH MARK: C/7Y OF LAKE EL/S/NORE SHEET NO. Qz <<v M/"11\I"\ REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN � 1 NO. C-95-33 ELEV. = 1356.45 MSL (1929 DATUM)FROM cu Call o,9 FOUND ACCEPTABLE �EA(G/NEERS 49�M C�'¢ THE/N7ERSECAON OF LAKESHORE ORNE AND ORYDEiV TRACT 28214-9 PHASE B 20 O CIVIL ENGINEER S•PLANNERS*SURVEYORS O S7REE7 40 FEET SOUTHEASTERL Y ALONG CAKESHORE AND PREC/SE GRAD/NO PLAN <j 1880 COON AVENUE,SUITE 100.CORONA,CA.92881-33701951-734-213C C 7s0ae i g 40 FEET NORTHEASTERLY TO THE CH/Sa- "SQUARE'IN ALSERH/LL RANCH ry [7 / ✓✓l.Y _ / } LO m(�^ TOP OF CURB AT BOR. 11/g/2023 PREPARED BY n * * LOTS 78-81 OF30SHTS REMON HABIB, RICE No. 83156 DATE Mub �_i(p g_21.23 97F 1V1�p\P SCALE. DATE: 1-800-422-4133 CITY ENGINEER ELSINORE THOMAS M. CASELDINE D47E oFCN1F KB LE HOME W.O. F CITY OF NO. 23-418 SEE TRACT 282 14-9 PHASE A i 18 - - - - - 17 - - - - - - -I - - - - - - -'-�- / I I PIONEER ZA N / I h RETAINING WALL PER TR 28214-9 STORM DRAIN PER TR 28214-9 4y7% RETAINING WALL PLAN STORM DRAIN PLANS � I / 122.57' \ 2:1 MAX 21 MAX \ ash. J\ O 87 c° Q� \ .1 T INV ry 2 TG yp HP 13. 1 R� -IN I c \ 0 obi 874 I FT• FG -- A 1% IY L J, 1% 136 n �i% 6 '-� 'I 2 85. /NV 1 \ \\ I I O M I I HP ` \ 21 v Iv I / :I 82 PLAN F3C` v) 7 I!. v vI 11 FF 13B8.0.7 B56. NBTG I ^ry h~ OV0.91/NV 1.6/NV 5 TG . GF->387.40 m ` I V ! 13' O 85.7 CD 'Ipe ----lp 85.2 f3 Ir o 1 III, �2 21' 15' ------ `O I f0 } �V I ZIPI. b MIN IIII HP 3.9% 86.50 .. I Iri by t 14 +^ FS V(n FS 1 ]it' �?% 5% 23' I 22t 6.63 f3f03.47 20' 1.7.7/NV 10' `Y_76• MIN. W= 6' 2.0% 87 142 PLAN C1AR 67 TG PAD=>4>4.00 10% .1 /NV 2© 8750/NT 1.0% MIN. FF=1414.67 )jj 286. 20' 6N 3 G 2 �¢�� ---------- --- --.-�-f �8L4 _ % - -----— - -- ' MJ 140 $ i ~ z . 1% n 1% 1 HP FG HP2 o I 7' 20' b 2:1 MAX I � 2'1 MAX I v l 95.96' 51.1T N O SEE SHEET NO. 22 SEE SHEET /VO. 20 CONSTRUCTION NOTES (D IA5'TALL PRNA7E 4"SCHEDULE 40 P.Y.0 PM 0 0..5X MIN SLR aP AS-WW ON PUN OINSTALL NOS 6'ROUNO 6MIE150 aV 6'9`ff-D&SIN OR A-PRO M ELXW.IMTALL 84S/N aT/W ALUUSIMENIS AS REOU/RED O /MSTALL PRNAIE 4'SCHEDUE 40 P.Y.0 PM 7HROLKW CURB PER M7AR aV SHEET 9(SLOPE VARIES FRON/MERT AT TG TO CURB®IX MIN). `) m m O5 p16'TALL.3'X W Lt7iYCRETE TRAS//PAD OE U7W MY&W7X ORA27G4YA8RN40//PER 6MW 001 RAERS/al STAN94W AV R 207 AND PER S7REET/MPROV£MENT PLANS 7R10T AV 28214-9 a 10' 0 70' 20' .30' y SCALE/N FEET ERSC 11/07/2023 MB ENG-2023-00317 Call before you oag MARK / THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE SEAL-ENGINEER BENCH MARK: C/7Y OF LAKE EL/S/NORE SHEET NO. M/-1RK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ��1 NO. C-95-33 REV = 1356.45 MSL (1929 DATUM)FROM ry c Call o,9 FOUND ACCEPTABLE �EA(G/NEERS 1 M C�'¢ THE/N7ERSEC770N OF LAKESHORE OR/VE AND ORYDEW TRACT 28214-9 PHASE B 21 O CIVIL ENGINEER S•PINNERS•SURVEYORS O S7REE7 40 FEE7 SOUTHEASTER[Y ALONG LAKESHORE AND PRECISE GRADING' PLAN 1NO COON AVENUE,SUITE i001 GORONA,CA.92881-33701951-734-213 � i g 40 FEET NORTHEASTERLY TO THE CHISELED 'SQUARE'/N ALSERHILL RANCH ry O / ✓✓l.Y _ / } LO C 7s0ae m�^ TOP OF CURB AT BCR. Q 11/9/2023 PREPARED Sr, n * * LOTS 82 & 142 OF3OSHTS REMON HABIB, RCE No. 83156 DATE Mub �_i(p 9_21.23 97F IVI�p\P SCALE. DATE: 1-800-422-4133 CITY EN cods", ELSINORE THOMAS M. CASELDINE D47E oFCN1F KBRHOME W.O. FLE NO. 23-419 SOT No. 20 21.44 ' 3700 34.28' FG t FQGJI 52•77' so o z OZ FG c � 19 ix FG 30 7 M FG 1 HP n fI /NVa Io . . Hp yI .4 TG 5 0.3INV 20. HP 4 HP . G N'T 5/NV 971 }7 N• :- L ..11 HP1.7 1 10, HP 'I �oz� 02 I 140 PLAN C28R I 20' I 1 2 1' I PAD=1422.00 1 I 8' I I FF=1422.67 Ilce 739 P142 C3CR 1 I PAD=26.77 ,I 10 1 I Q FF=f46 s \' ^ f.6 I GF==1426.f0 IN✓ !^@ FG N \1 I .1 20.7/NV N I .7 7G !1 ti NP \' I 20.0/ --I I NP 16 \o 9 I ss 224.9/NV I r I I Q h \ 16.3 INV� PINT C38R \ .1 6' 1. I 15'\ 1¢10,1418.p0 \� I HP I veil j N s \ PA j4j8,67 \ 1.7 I^ I 58 HP II 3' I HP HP I \ GF r \NV 16 I I I 19I a I 1 I I \ HP jB• (�--r li ee +�I 1.5 G 1.6 I1l1^ it 3'I O \\\ 2 \ 17 \ it 19.8/N 20.5/NV 1118' 1 I j \\ 116.0 IN I _ _ II I+ K Np \ ofi 1 I 2. 24.7/NV i I 2 + 11 16' I 23.9/N _ 5, b I_ \ 5 tj .\ NP \' \ 17 6 1NV \� 6' \\ 17.8 IN a\ \ \ \ FS L=6 I I Z '0 7 6•� �\ _ I 2.1 h 27..58 9 / q iI 24.93 T "� 1I 20.22 z 4 1 0 7r; �•3 0 ^3 24.47/NV \ 17.62 N H 6 6 0 rV N \ ��1 15'S0 IN - o \ M; .- ------ - - >5- W IN pFESA CONSTRUCAON NOTES ,i � Ey SL 4"SC 29 � Oj /15'TALL P RNAIE HEDULE 40 P.Y.0 PM 0 0..M MIN R OR AS-WW LAY PLAN. / SHEE SEE T N " O /N9TALL NLQ9 6'fiWW 6MIE150 X 6'SAE-V&S/N OR A-PR00 ElXk.WTALL&9N aT/W R m 3 /NSTALL PRNAIF 4'SCHL7WLE 40 P.Y.0 PPE IHRxK,Y/CURB PER&7AK QV S!/EE!3(SLOPE YAR/ES FROW*WY AT 70 TO CURB®IX M/N.J. m m O INSTALL 3'X I P CONCRETE 7R44N PIC OE U7M R!37DEN7d4L"MY PER COUNTY OF RAOWX STAVDM NO. R 207 AN0 PER STREET/MPROfEMOVT&W 7R40T AV 28214-9 10' 0 10' 20' 90' y SCALE/N FEET ERSC 11/07/2023 MB ENG-2023-00317 Call before you oag q I�/ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE SEAL-ENGINEER BENCH MARK: C/7Y OF LAKE EL/S/NORE SHEET N0. Qz M/-11\I\ REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN � 4 NO. C-95-33 ELLY. = 1356.45 MSL (1929 DA7ZIM)FROM ry c Call o,9 FOUND ACCEPTABLE �EA(G/NEERS 49�M.C�'¢ THE/N7ERSEC770N OF LAKESHORE OR/VE AND ORYDEN TRACT 28214-9 PHASE B O AV 22 O CIVIL ENGINEER PLANNERS*SURVEYORS O S7REET 40 FEET SOUTHEASTER[YALONG LAKESHOREAND PREC/SE GRAD/NO PLAN ` 1NO CON ENUE,SUITE 100-0A,CA.s2881-33�0•vsi-1 -2i3 � Z g 40 FEET NORTHEASTERLY TO THE CH/SELED TW4RE'IN ALBERH/LL RANCH ry [7 / ✓✓l.Y _ / } RON L0 C 7s0ae m(,^ TOP OF CURB AT BOR. 11/9/2023 PREPAREDBY n * * LOTS 139-141 OF3OSHTS REMON HABIB, RCE No. 83156 DATE Mub �_i(p g_21.23 97F IVI�p\P SCALE. DATE: 1-800-422-4133 CITY OF LAKEELSINORE THOMAS M. CASELDINE 847E oFCN1F KB HOME W 0 FILE NO. 23-420 2 SEE SHEET NO. 28 - - i- v 25.60 I 16 --- ElI/IPRES�I CIRCLE _ - - 351N i I - --- - -- ----- - - y 17 i L 29.' INV \ \ \ I o \ I 6 h' 3.4 a 31.29 /N i f5 s 4 6 TC ^ ^ 31.95 INV } FS ems$ \\ ?'L° 34.14/N + II .36 INV FS N FS F5 \\ ro}: `n $ 1 \ `p• 2 28 0 INV \\ 1 \hl N \ \ 17 \ 4\\ 1 1 I f 15 34.3/ 33.5 INV 3 1 TG I 3• HP I \ 1 TG 1 33.3/NV I� HP I I 36.0 I 3.75/N I}ae 5 x \ 2 g.2 INV HP 3' p8• II I 1 \ 6 IN 2 \ \\� 31.7/N 3HP x 3 1 2 0 PAN CZA 1 3,137 3 40 HP 1 \ 337/N 33.5/N I �11 FF= 40 GF= NI I 1 I \ �N GiBR \ I I 3. 7G I I} 1 7 T 2 I� 138 Pj43020 v FG HP 1 ,1 0.2 j I 33.8/NV NP 136 PLAN C3BR , N 1.7 PA ,a30.8 \ J5,4 11 I it s� IN �\ D� 7 �� 0 j 7• I �� L I FF=1436.27 3HP I 18 GF'1 ti 'o NP / %✓� GF=1435.60 \'\ j% } I 1%.. /�.. NN �A• INV NPR- 26 5 0 I I I U 135 PLAN CIC I' I 3 4. INV II b ~ ry +I 2 34. NI b 5.0 33.8/N I I 3.O PAD=1436.30 Ii I p� �Z o I 11 NP FF=1436.9726'6 c� I I GF=f436.30 I i$ wog I FG3 ofz 35. N 34.1 35.6 fG o�z FG SA g7' 58.40' CONSTRUCT/ON NOTES 45.58' fG 28.73 b OINSTALL PRNATE 4'SCHEOOLE 40 P.Y.0 PIPE 0 0..5.Y N/N SLOPE OR AS SHOWN aY PLAN. 6. FG 17.39 o O /ASTaL NOS 6-RONNO 6WE150 all 6-SPEE-D&9N If APPROIEO FOWL.fiSTWZ&9N OEP711 o' NSTALL A�ASA'OD ° SEE SHEETS NO. 18 SEE SHEETS A/O. /9 O INSTAL PRNAIE 4'SC.7IEDUCE 40 P.V.0 PIPE INA'OUCH CURB PER oEraL all SHEET 3(SLa°E VAR/L3' f%W/NYERT AT TO 70 CURB V 1.8'A7/N.f. O INSTAL 3'X 11'CONCRE/F 77ASH P40 S 0 f0' 20' .30' v SCALE/N FEET OLXSI/NO AFS/OEN7NL a7NEWAY APPROACH PLR COUMY a'A3YEA5/a'S7A4W 0 AV 0 207 AND PER S7RE£T/ALPRO4EA/ENT PLANS 7RACT Ab 28214-9 E RS C 11/07/202 3 M B ENG-2023-00317 Call before you oag THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE SEAL-ENGINEER BENCH MARK: 6^/7Y OF LAKE EL7S/NORE SHEET NO. REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN � � NO. C-95- EV. = 1356.45 MSL (1929 DA7ZIM)FROM ry MARK 33 EL c Call o,9 FOUND ACCEPTABLE �ENG/NEERS 1, THE 1WFRSEC726N OF L4A'E51-10RE OR/VE AND DRYDEN TRACT 28214-9 PHASE B 2J a CIVIL ENGINEERS•PLANNERS•SURVEYORS O S7REET 40 FEET SOUTHEASTER[YALONG LANESHOREAND PREC/SE GRAD/NO PLANlava CONPTON AVENUE,SUITE 100.CORONA,CA.92881-33701951-Pia-213 � 40 FEET NORTHEASTERLY TD THE CHISELED S'OU4R,"/N ALSERHILL RANCHry C 7s0a8 m RiTOP OF CURB AT BCR.11/9/2023 PREPARED BY n * * LOTS 135-13B 0F30SHTS REMON HABIB, RICE No. 83156 DATE Mub �_i(p 9_21.23 97F IVI�p�P SCALE. DATE: . CITY 1-800-422-4133 Cftt OFCITY OILAKE ELSINORE THOMAS M. CASELDINE DAZE oFCN1F K13 HOME W 0 FILE NO. 23-421 CONSTRUCT/ON NOTES SEE SHEET NO. 27 07 INSTALL PRIVATE 4'SCHEODLE 40 P.V.0 PIPE®0.5X MIN SAa°E 64 AS-Wff all R 4Y O ATTW Z EN75 AS REARED 7FI30 A 6'SPEE--O MW 04 APPROIEP E6Xl4C.I4WTALL BMN MPIN O INSTALL PRIVATE 4'SCHE7N/LE 40 P.V.0 P/PE 7I/&TkW CORE PER MTA/L aY SHEET J(SY6ff VARIES - FBOM/WERT AT TO TO CIM®IX M/N.J. --- - 19 05 /WXZ J'A'11'CONCRETE 77NSN PAP . 1 O6 EXESIhiti'0SYD9161LiL ORN£WAYAPPROALY/PER LYN/NIY a'kN£RS/OE STA404RD N0. '' �•. 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I FF=1440.17 ,I o z 40.1 4.1 41 9.5 HP GF=1439.50 I I d. � I� I NIA� HP /N 2 I . 90 eI- - '1 1' 37.9/NV Nl�� O HP 8 T 1: 1% 1% otz P 1 37.0/N 2 11 I .- N E O� 4 1% /% FG �+ �1Z FG N39, ry ---------- / - 51.79' N o�z -- FG _18.60'--------- 19 L_56.70NZ 4,1 ' o /�F�7 FG' FL 9.9 SEE SHEET NO. 7 --------------------- otz �- 49.71 ry � I 12.65 ' ti m 0 R 4.O 40.40 FG 10' 0 10' 20' .30' y SCALE/N FEET ERSC 11/07/2023 MB ENG-2023-00317 Call before you oa9 q I� THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE SEAL-ENGINEER BENCH MARK: C/7Y OF LAKE EL7S/N0RE SHEET N0. `� <<v MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN �ESS1 NO. C-95-33 ELEV. = 1356.45 MSL (1929 DATUM/)FROM cu Call o,9 FOUND ACCEPTABLE �ENG/NEERS 49�M C�'¢ THE/N7ERSEC770N OF LAKESHORE OR/VE AND ORYDEN TRACT 28214-9 PHASE B 24 O CIVIL ENGINEER S•PLANNERS•SURVEYORS O S7REET 40 PEET SOUTHEASTER[Y ALONG LAKESHORE AND PREC/SE GRAD/NO PLAN <j i880 COON AVENUE,SUITE 100.CORONA,CA.92881-33701951-734-213 � i g 40 FEET NORTHEASTERLY 70 THE CH/SEZf9 SOUARE"/N ALBERH/LL RANCH ry O / ✓✓l.Y _ / } LO C 7s0ae m�^ 7VP OF CURB AT BCR. Q 11/g/2023 PREPARED BY n * * LOTS 132-134 OF30SHTS REMON HABIB, RICE No. 83156 DATE CITYMub �_i(p 9_21.23 97F IVI�p�P SCALE. DATE: I-800-422-4133 CRY OFOILAKE ELSINORE NEER �C�F FOR: W.O. CRY THOMAS M. CASELDINE Ld97E KB HOME FILE N0. 23-422 CONSTRUCT/ON NOTES O7 INSTALL PRNATE 4'SCHEDULE 40 P.V.0 PIPE®0.5R'MIN SLOPE 6W AS-W W LW PL4V. OATTALL NDS 6'ROUND 0W Y150 ON 6'SPEE--O"OR APPROVED FOX.ASTNI&9N MP711 / AQ1&SXF1V7S AS REWIRED O INSTALL PRNATE 4'SCHEDULE 40 PVC PIPE THROUGH CURB PER MTA/C LW S//EET J(SLLPE VARIES fh6W IMERT AT TO TO CURB 0 IX A//N.J. O /45TALL J'X I P COKAFIE IRAS//PAO Oa671AV RESYDEMLaL DRR£WAYAPPROALVI PER 6OUMY OF RNERSIOE SThafo AAO. 207 AND PER SWT IMPWOEAW PEWS 7R40T AV 28214-9 E S% C�CL E — 6 �s 39�/ ^j � \i 1 "� fig• \\� ��i I4 01 11 14 94A1$ \\. FG 409, 137.17' 0 W - 3 41,87 N I � N \ A 45.70' SEE SHEET N�. ,6 R N � \ m 46 a 10' 0 70' 20' 10' y SCALE/N FEET ERSC 11/07/2023 MB ENG-2023-00317 Call before you oag q I�/ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE SEAL-ENGINEER BENGH MARK: C/7Y OF LAKE EL/S/NORE SHEET N0. Qz M/-11\I\ REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN � � NO. C-95-J3 ELEY. = 1J56.45 A/SL (1929 DA7ZIM)FROM ry c Call o,9 FOUND ACCEPTABLE �EA(G/NEERS 49�M C�'¢ THE/N7ERSEC7TON OF LAKESHORE OR/VE AND ORYDEN TRACT 28214-9 PHASE B 25 O CIVIL ENGINEERS•PLANNERS*SURVEYORS O STREET 40 FEET SOUTHEASTER[YALONG LAKESHOREAND PREC/SE GRAD/NO PLAN 88 i0 CO AVE ON NUE,SUITE 10o-0—A,CA.s2881-337019 -1 -2i3 C 7s0ae� Z g 40 FEET NORTHEASTERLY 70 THE CHISELED 'SOUARE'IN ALSERHILL RANCH ry [7 / ✓✓l.Y _ A } L0 m�^ TOP OF CURB AT BCR. Q 11/9/2023 PREPARED BY n * * LOTS 00-01 OF30SHTS REMON HABIB, RCE No. 83156 DATE Mub �_i(p g_21.23 97F IVI�p\P SCALE. DATE: CITY ENGINEER oFcp11F FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE D97E KB HOME FILE NO. 23-423 SEE TRACT 2824-9 L=3225" 34.85' 61.04• PHASE A CONSTRUCT/ON NOTES 0 /NNTALL PAWAIE 4'SCHEDULE 40 P..1/0 PIPE®0.5.8 M/N SYOPE a4 AS-Wow aY PUN. 460 0 ����,aIM/�TI-VaV9 &WA�WPLaAL WTVL&9NMPW O JA 7WZ RWATE 4'SCHE0l2E 40 P.Y.0 P/PE INAOI/GH CURB PER DETA/L all.MEET.T(SLa"E 11AWS FROM/A4£RT AT TG TO CURB a 1%MN) I� O INSTALL 3'X II'CONCRETE 77ASH PAO v 21.5 o O La'b'IINC RE9XN7X a7A£WAY APPR20l PER COUNTY Q'RAERSYa`STAWa h AV 207 ANO PER S7W7 IARR7YEMENT PLANS IR 6T AO 28214-9 1450 2:1 MAX 2:1 MAX fGIT l NP kk 2% IN \ NP 26 CD z \ Pp� �14 190 N \ \ 0f� A � p IN Np i \\ 40 \ o \ a \ z �\ 12 � a1 IN \ < \\\ NP 2 39 5 N I� ! 1, >• l I 70, I l M I — I \ 2. 10.5,11 1 \ \X 3 5, • ( N F h ` 3 1 3 9 ag INS ti le � m � IN 6 F 5.8%—y �G• BC 10' 0 10' 20' 30' 1153' ° ; 6 ClR SEE SHEET SCALE/N FEET Q N� 25 ERSC 11/07/2023 MB 2�" ENG-2023-00317 Call before you oag q I�/ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE SEAL—ENGINEER BENGH MARK: C/7Y OF LAKE EL/S/NORE SHEET N0. `z M/-11\I"\ REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN � � NO. C-95-33 ELEY. = 1356.45 MSL (1929 L?47Z1/f FROM ry c Call o,9 FOUND ACCEPTABLE �ENG/VEERS 49�M C�'¢ THE/N7ERSECAON OF LAKESHORE ORATE AND ORYDEN TRACT 28214-9 PHASE B 26 G CIVIL ENGINEER PLANNERS*SURVEYORS O S7REET 40 FEET SOUTHEASTER[Y ALONG LAKESHORE AND PREC/SE GRAD/NO PLAN i880 COON AVENUE,SUITE 100.CORONA,CA.92881-3370 1 951-�3a-2i3 � i g 40 FEET NORTHEASTERLY TO THE CHISELED SOUARE'/N ALSERH/LL RANCH ry O / �>✓✓l.Y _ / } L0 C 7s0ae m�^ TOP OF CURB AT BCR. Q 11/9/2023 PREPARED BY � n * * LOTS 128-129 OJO-SHTS REMON HABIB, RCE No. 83156 DATE Mub �_i(p g_21.23 9TF IVI�p\P SCALE. DATE: CITY ENGINEER oFCN1F FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE 847E KB HOME FILE No- 23-424 SEE TRACT 28214-9 5,.20 PHASE A 48.41' � 0 30.61' a a 2.•1 MAX 2:1 MAX 2:1 MAX h 41.3 FG 8.7 FG 4FG '_-I 3HP % � ----- 1z FG -- FG 9N N �- I . : I FG 4 4h - G38.4/NV 9 T 4NV - � fG I I5 I- �I FG q� 2$ 39. 126 PLANCIBR I v Ip1 d$ }I HP PAD=1440.10 I 3. :I 40.6 T 4O7 rt FF 1440.7*7 I I HP 11 39.6/NV HP ip 2 6 w 1 I I 39- GF=1440.10 I+ 1$ _ 1%INI ohi, �II: HP �78 T yp 2 TG 36.8/NV N� HP I 36.7/NV 1 11 I f27 LAN C34R 'I I' 11 Flo� I.v gee PA0=7441.30 3 , II .I �T� 15' p 14• FF=1441.97 I I. L I GF=1441.30 i� I 125 PLAN GJ& I ,38.2 39.3/N PAD=1 HP 38.7/NV 438.SO ce l 5• I ae I FF=1439.17 5. 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MYiI\I\ REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN LESS/ NO. C-95-33 ELEV. = 1356.45 MSL (1929 DATUM)FROM cu Call o,9 FOUND ACCEPTABLE �EA(G/NEERS 49�M C�'¢ THE/N7ERSEC7TPN OF LAKESHORE OR/VE AND ORYDEN TRACT 28214-9 PHASE B 27 O CIVIL ENGINEERS.PINNERS•SURVEYORS O STREET 40 FEET SOUTHEASTER[YALONG LAKESHOREAND PRECISE OR PLAN 1880 COON AVENUE,SUITE 100-0RONA,CA.92881-33701951-734-213 � Z g 40 FEE!NORTHEASTERLY 70 THE CH/SEIED "SQUARE'/N ALSERH/LL RANCH ry O / ✓✓l.Y _ 1 / } L0 C 7904e m�^ TOP OF CURB AT BOR. Q 11/9/2023 PREPARED BY n * * OF30SHTS �_i(p LOTS 125-127 REMON HABIB, RCE No. 83156 DATE MubNEER g_g1_g3 9jF 1V1�p\P SCALE. DATE: 1-800-422-4133 CITY OF . CITY CITY OILAKE ELSINORE THOMAS M. CASELDINE D47E oFCN1F KB R HOME W 0 FILE NO. 23-425 SEE TRACT 282 1 4-9 PHASE A 52.66' 26.1E 52.04' �3 0 20.29 CONSTRUCRON NOTES 0 OI ATTALL PRNATE 4'SC11011Y 40 P.V.0 PIPE®05%N/N SLOPE OR AS SNOWN ON RA! N O116TALL NOS 6"ROUND GRA)E,/50 QY 6"SPEE-D B45'/N OR APPROVED EOL&/NSTALL B451N MP711 A076TWV7S AS R WiffO -__-- O /A6•TALL PRNAIE 4'SLWEDULE 40 P.V.0 PIPE INROb W CURB PER OETA/L ON SHEET J(SLOPE WRVS 2:1 MAX fMW/NYERT AT TG TO CURB®1%N/N).. --- O /ASTALL 3'X 11'6f7NCRE/E 72ASH PAD 2.•1 MAX 2:i MAX O EXLS7/AV RES991471W ORNfWAYAPPRQ46W PER 6MW 6F RAD?S/DE STWN W W 207 AND PER S7REET 1#PROY£MEA4 PLANS 7W7 AO 28214-9 4 ------ FG 34. y zz ja FG ' / 233.0 FG 11 33.0/NV I �i 123 PLAN CIS I} I PAD=1434.717 FF=1425..37 GF=1434.70 15, HP _7% I I L HP n 28.7/N✓ o z 1 p8.9 /N✓ }I 33 4 I yq I i111 1 II /Nv HP 4 + I �I I! �1 HP I e IN,,�' 4.7 I � 32.7/NV � I�� HP 7, J C3A ail (,, f430.40 I, z FF1431.07 T I N ^III HP 124 PLq�y C2CR I 11 7' I �II GF=1430.40 28.4 / 1 .I I PAD_1434.90 32.7/N �I 1 28.7/N J 33.9/ CF-14.T.90 Il_ (�� I� 0 2 3..5 TG I; I `-' 1 Q 33.3/NV I f1 HP I: 1 I I xl 3• - 1 4 I I HP I a 11 HP 7 1 HP 113' ^II, a 2 /NV `u39/ 2 1 I. I 34. 32.5/NV I: �?1 T 28.2 14 I 32.5/N 2 22' �I 28.5/N II --- J ^ I �c? 7 41 _ f5_ f5 � L__83. 3. 0 f j I - -I 3 FS FS I 3 67 AVV I ^ I I I 1 T a h 32.95/yV 7 25.22/N a i N 3. 9 _L h3 \ $ 1a 2.% `b 1, 32.33 N R 115 10' 0 10' 20' 30' SEE SHEET /V�. 23 ERSC 11/07/2023 MB SCALE/N FEET ENG-2023-00317 ""- Call before you oag THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE SEAL-ENGINEER BENCH MARK: 017Y OF LAKE ELISINORE SHEET NO. MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ES51 NO. C-95-33 ELEU. = 1356.45 MSL (1929 DA7UM)FROM cu Call o,9 FOUND ACCEPTABLE �EA(G/NEERS 771E 1WFRSEC776YV OF LAA'ESHORE OR/VE AND DRYDEN TRACT 28214-9 PHASE B 28 O CIVIL ENGINEERS•PLANNERS•SURVEYORS O S7REET 40 FEET SOUTHEASTER[YACONG LAA'ESHOREAND PREC/SE GRAD/NO PLAN lav a CO-ON AVENUE,SUITE 100.GORONA,CA.92881-33701951-73a-213 20 Z g 40 FEET NORTHEASTERLY TO THE CH/SELED T0a4RE'/N ALBERH/LL RANCH ry L0 C 7s0a8 m RRiI TOP OF CURB AT BCR. 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HP 19 PX 1.6 G 21.6/N N o- 2J�� o N� F \ O ti R O 14,30 3 2:1 MAX ti BETA/N/NG{yALL PER MN RETA/N/NG � CONSTRUCT/ON NOTES WALL P14N 14-g O7 /NSTWL PRNATE 4'SC//EOULE 40 P.V.0 PIPE®0.5X A7/N SCOPE 6W AS SHOWN aY PLMY. i O2 /NSTALL NOS 6'ROUND 047E150 all 6'SPEE-O&9N 6W APPRON£0 EOU4L.116TALL B4S/N OEPTH _ Qo "IISIYEN/S AS REOU/BED 14 �II- y O /NSTALL PRNAIE 4'SCYIEDIILE 40 P.V.0 P/PE 7NRO%W CURB PER 2TAIL aY SWEET J(SLOPE I'ARYY 4 GJ ------------------ h l °c FMW/NYERT AT TG TO CURB®1X MN.f. O /MSTALL 3'X 11'CONCRETE TRASH PAD ---------- O ,L 20 A'W WW> Y 7WT AV 2 ST EE 1/,''qCT 28214_y 0 zo 30 /o'yAsE SCALE/N FEET Q A ERSC 11/07/2023 M B ENG-2023-00317 Call before you oag MARK / THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE SEAL-ENGINEER BENCH MARK: 0/7Y OF LAKE EL/SINORE SHEET NO. �<,<v M/-1RK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ��� NO. C-95-33 ELEV. = 1356.45 MSL (1929 DATUM/)FROM � cu Call o,9 FOUND ACCEPTABLE �ENG/VEERS 49�M C�'¢ 771E/N7ERSECAPN OF LAKESHORE OR/VE AND ORYDEN TRACT 28214-9 PHASE B 29 O CIVIL ENGINEER S•PINNERS•SURVEYORS O STREET 4O FEET SOUTHEASTERLY ALONG LAKESHORE AND PREC/SE GRAD/NO PLAN <j i880 COON AVENUE,SUITE i00.CORONA,CA.92881-33701951-734-213 � i g 40 FEET NORTHEASTERLY TO THE CHISEIEO "SQUARE'/N ALBERH/LL RANCH ry 0 / ✓✓l.Y _ / } L0 C 7s0ae m�^ TOP OF CURB AT BCR. Q 11/9/2023 PREPARED BY � n * * LOTS 121 OF3OSHTS REMON HABIB, RCE No. 83156 DATE Mub �_i(p 9-21.23 97F IVI�p\P SCALE. DATE: CITY ENGINEER oFCN1F FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE D47E KB HOME FILE NO. 23-427 EROSION CONTROL NOTES.• 1. EROSION CONTROL PLANS SHALL 8E/N ACCORDANCE WZY 07Y OF LAKE ELS/MORE ORO/N4415IF NOS. 529, 772 1004. 11 DES/L ANG 84SINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN OCT08ER 1 AND MAY 1 WITHOUT THE APPROVAL CDN57RU070N SITE BEST MANAGEMENT PR407CES(SUPS)AND STANDARDS OUTLINED WN11V 711E LAKE ELS/NORE OES/ON M41VUAL. OF THE CITY INSPEC70R. 1.IN CASE OF EMERGENCY, CALL LARRY L/EBEL AT 951-158-4890. 13. ER05ION CONTROL DEWES SHALL NOT BE M00/F7ED WB!/OUT THE APPROVAL OF THE C17Y ENGINEER. INLET PIPE 3 ALL PU&/C SIR=SHALL BE MAINTAINED FREE OF OUST AND SEO/*ENT C41JSED BY GR4011149 OPEMPONS 14. ATI150 PLANS SHALL BE SUBMITTED M THE CITY FOR APPROVAL. QLA 4.A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABE AT ALL AMES.NECESS4RY MA7EMWS SY4U BE AVAILABLE 15. 7HE CONTRACTOR SHNl SUPERVISE EROSION CONTROL WORK/N ACCORDANCE M/TH 711E APPROVED PLANS THE WORK ALSO CON--SITE ANO S70CKP/LEO AT CONVENIENT LOCA77ONS 70 FAC/L/TA7E RAP/O CONSTRUCTION OF EMERGENCY OENCES WHEN RMN/S /N011191'BUT/S NOT L/M/TEO TO,, INSPECTION OF EROSION CONTROL MEASURES BEFORE RAINSTORM AND 5-04Y PR084IX17Y IMMINENT. R4/N FOFOECAST. ^T 5. EROSION CONAIOL OEWCES SHOWN ON INNS PLAN MAY BE REMOVED WHEN APPROVED BY 711E BUILDING ANO SAFE7Y/pUBL/C 16. OUR/NG ROUGH GRADING OPERATIONS ANO PR/OR 70 CONSTRUCTON OF PERMANENT ORA/M�GE S7RUCAIRES, TEMP0R4RY 1 WORKS INSPECTOR IF THE GRADING OPERATION HAS'PROGRESSED TO 711E POINT WHERE THEY ARE NO LONGER RE IR.. DRAINAGE CONTROL[BEST MAAG4CLa/ENT PRACACES, 9MPS)SH&L BE PRONOEO TO PREVENT POND/NG WATER AND D4406, 70 SECTION "4"- A" A0J40 NT PROPERA 3"MIN. OPENING BE6. GRADED AREAS AD7ACENT TO FILL SLOPES L"TM AT THE S/IE PER/METER MUST rArs ORUNAWAY fROM 7HE TOP OF SLOPEAT 711E CONCLUSION OFEACH WORK/NG a4Y. 17. IMPLEMENT fUG?NEDUST CONTROL MEASURES OUST BY WATERING OR OINIF APPROVED METHODS/N COMPLWE W17HBAGS ON TOPR — SOUA/COAST AIR OUAL/7Y MANAGEMENT O/STRICT(SCAOMO)RULE 403. 7.ALL SILT AND DEBR/S SHMl BE REMOVED FROM ALL DENCES IWIH/N 24 HOURS AFTER EACH RAINSTORM. n INLET PROTECT/ON (CASOA 5E-10) 8.A GUARD SHALL BE POSTED ON 7HE S/IE NVENEVER THE DEP711 OF WATER/N ANY DEVICE EXCEEDS 2 FEET. 7HE DEVICE fI�TH bw4SLOPES HT 70 E HV S GR G�ND 60VEN ATA TO OR OF 2 NC%[M��HSLOHPES/E�XLCELD/NG 115�0 SHALL BE ORA/NfD OR PUMPfP DRY NNIN 24 HOURS Af7ER EACH RAINSTORM FEET/N VERACAL H90HT SYU BE PMN7E71 WITH APPROVED SYRUPS NOT 7O EXCEED 10 FEET ON CENTER OR TREES SPACED 9. EXCEPT AS OA/ERW/SF APPROVED BY THE BUILDING AND S4FE7Y INSPECTOR ALL REMOVABLE PR07ECMIE DE OfS SHOWN a6rz 5 FFEFT N AmmovN TO 7yE 6R4SSROR 6RwND[okD?SLOPR Mr EOURE&uNANC Sf LRL B PRD 0E0 071 AN SHALL BE IN PLACE AT 7HE END OF EACH WORKING DAY OR WEEKENDS WHET✓A/E 5-04Y R41N PROMB/L/IY FORECAST L m-EEOS IN-GROUND/RR/G4AON SYSTEM EOU/PPO WITH AN APPROPRI41T B40KROW OENCE PER 64L/FORNA PLUM&NC CODE, CHAPTER 6. 4OX THE SLOPE PLANANG AND IRR/G47101V SYSTEM SY&L 8E INSTALLED PR/OR TO PRECISE GRADING FINAL/NSPEOAON 10.ALL LOOSE SOIL ANO DEBRIS WHICH MAY CREATE A PoIEN714L HAZARD TO OfF-SITE PROFER7Y SH&L BE REMOVED FROM ALE S/7E AS DIRECTED BY 7HE PUBLIC WORKS INSPECTOR. 11. 7HE PLACEMENT OF A00/AON41 OEWCES TO REDUCE IROS/ON LNMAGE W/Af/N A/E S/IE SHNl BE AT 711E O/SCRE770N OF THE CITY ENGINEER. 10 GA. WIRE TIES 3 E.A. 2"X 2"NO. 2 FA8R/C EROSION CONTROL - � LEGEND: ACO180 � IR4CT BOUNDARY O9 p g SILT STOP W ANCHOR FABRIC ❑ CDOOOOOO= Sf GRAVELB4GS L —IIPAD 2❑ SE-1 S/LT FENCE 3 NS-10 VEHICLE S706AGE-ANG MAINTENANCE =11III - =11111 =1 II g PROPOSED -J 6"S JIIII ® WY-8 CONCRETE WASHOUT MANAGEMENT / :� FRONT VIEW GROUND SIDE MEW ❑$ WM-f 8.2 MATERIAL USE AND STORAGE /,,- - n SILT FENCE (CASOA SE-1) © SE-7 S7REET SWEEP/AG T � L 0 N.Ts. ❑J WE-1 WIND EROSION — 6 6 REFER RGPECP FOR BMP d L.S RE 70-1STAB/L/ZED CONSTRUCAON LN7R4NCE _- _ NICH/OLS ROAD 9 70-3 ARE WASH ¢0 43 44 " mA 17BER ROLL — 10 10 WM-5 WASTE MANAGEMENT 41 42 5 1 45 I 46 47 48 \ n F/BER ROLL C 11 SE-5 RBER ROLLS 26 I 27 a� ` 38 39 49 1 o� A �) stop n 4 7 28 35 36 EET t 50 �' Eva l 1 6 � 7YF MAX 4'MAX DEEP 25 � O STR ���__ � � o � 3 8 34 37 �pRlll 82 81 4 24}"o0 9 33 U'� 85 84 b, 80 79 78 51 %• >.::.;<: i 2 9 i 86 77 1176 52 WOOD STAKE ��► 6 (�) A F7BER ROLL S314'PACING WOOD STAKE 168 ^� 742 141 140 TrP 75 53 MAXMA,r 4'SPACING 00 11 22 p 139 54 PLAN VIEW SECTION A-A 0 �� 1,2 �R 87 167 146 1 144 74� 38 �74 t 13 27 0 5; 1 CIRCL 1 37 p 73 55 11 FIBER ROLLS (SE-5) 17 ��� ,' 88 v 66 EMPRESSA e 136 E 56 ��� 20 OR 8 16 i 93 \ _ 148 "' 727 ; ��q 135 �� 57 Nrs 15 / r 9 m 65 147 722 1' 72 �0 58 `i 74 9 �� 94 000�( 123 �"9c; 8/ 97 95 4 u,�s764 >49 0 124 s'�� 13.4 60 70 92 96 ,, � 0 98 �``c� 163 150 �`��p �178 725 33 69 6 2 61 162 I 17 0 >51 126 .. 152 1 IA 6 68 62 ® r 99 � >60 � 716 727 131 i v 100 152 153 115 128 67 1 63 a f g 130 66 � 64 02 54 14 i c s 157156 155 1>P 703 / 113 65 0 EROSION CONTROL CONSTRUCT/ON NOTES. 704 -- 112 ❑1 INSTALL INLET PROTECTION PER DETAIL HEREON sE 10 10 EA. 106 710 ill /707 908 709 m 2❑ INSTALL SILT FENCE PER OETAIL HEREON sE f 6821 L.F. o 11 INSTALL FIBER ROZIS PER DETAIL HEREON SE-5 2,248 L.F. a 110, 0 150' 500' 450" ERSC 11/07/2023 MB SCALE/N FEET ry ENG-2023-00317 - Ca11 before you oag THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE SEAL-ENGINEER BENCH MARK: CITY OF LAKE EL/SINORE SHEET NO. MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN y ESSI NO. C-95-33 ELEV. = 1356.45 MSL (1929 LA7UM)FROM cu Call o,9 FOUND ACCEPTABLE �ENG/VEERS ThE/N7ERSECAPN OF LAKESHORE OR/VE AND ORYDEN TRACT 28214-9 PHASE B 30 a CIVL ENGINEERS•PLANNERS*SURVEYORS O SA2EET 40 FEET SOUTHEASTERLYALONG LA/fESHOREAND PREC/SE GRAD/NG PLAN 1NO COON AVENUE,SUITE 100-0—A,ca.92881-3370.951-73a-213 � Z g40 FEET NORTHEAS7ERLY 70 THE CHISELED TOLARE"/N ALSERHILL RANCH C 7s0ae m ^ TOP OF CURB AT BCR.11/9/2023 PREPARED BY REMON HABIB, RCE No. 83156 DATE lfp /n��J rj IVI� 3' EROSION CONTROL PLAN OF3�SHTS 1-800-422-4133 CCITY ENITY INEER ELSINORE Mub -�" 921 23 9�LFCPIIF SCALE. DATE: FOR: W.O. CI Y 23-428 THOMAS M. CASELDINE 047E KB HOME FILE NO.