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HomeMy WebLinkAboutENG-2023-00254 PG PLAN NO 23-194-23-230 GRADING WOR NOTES. CITY OFLAKE EL SINORE tee.:. �Ro. F, ::::::. do 1. ALL WORK SHALL BE DONE/N ACCORDANCE WITH THE C17Y OF LAKE ELSINORE 3�'"`;; �s H��NCLS MUNICIPAL CODE, CHAPTER 15.72 AND APPL/CABLE STANDARDS AND SPECIFICATION � �o SI TE Rod Ra. AND THE LATEST EDIT/ON OF THE UN/FORM BUILDING CODE(U.B.C) CHAPTER 33. AL BERH/L L TRACT 282/4-9 2. A PERM/T SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, C17Y OF LAKE m';';':':':':' � ELS/NORE, PR/OR TO ANY OPERATIONS. o M uNTAIN ST. Q� o 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRECISE GRADING PLANS AND U.S.A. ALERT(I-800-422-4133) FORTY-EIGHT(48) HOURS PR/OR TO Q �� GRADING. PHA SEA 4. THE CONTRACTOR SHALL NOTIFY THE C/TY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR (24) HOURS/N ADVANCE OF BEGINNING GRADING OPERATIONS. syo� o 5. P R"ERS'°E DUST SHALL WA LL BE CONTROLLED BY TER/NG OR OTHER METH L O TS 18--42 83- /20 � /43- /68 METHODS APPROVED BY THE o CITY ENG/NEER. , , 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS GENERAL NOTES (CONTINUED)• OWNER /DEYELOPER.• 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 PETR4 GEOSCIENCES, INC. NOT TO SO4LE PLANT OR ANOTHER APPROVED GROUND COVER, AT TWELVE INCHES (12) ON 27401 LOS ALTOS, SUITE 400 40880 COUNTY CENTER DRIVE, SUITE M 7 O/THERW/SE APPROVED,LL SLOPES SHALL ESHAOLL BEPSHOWN ON PLAN, ANOLSHALL NO TO I TTHAVE LESS CENTER. SLOPES OVER FIFTEEN FEET(15) /N VERT/CAL HEIGHT, /N ADDITION TO MISSION PE✓O, CA. 92691 TEMECUL4 CA 92591 GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR CONTACT MA775o CONTACT, soo-927f THAN 90�RELATIVE COMPACT/ON OUT TO THE FINISHED SURFACE. COMB/NAT/ON THEREOF. SHRUBS SHALL SE PLANTED AT TEN FEET(10) ON CONTACT MATT MATSON CONTACT GR4YSON R. WALKER, G.E. 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 9OX DENS17Y AS DETERMINED SY THE CENTER, TREES AT TWENTY FEET(20) ON CENTER- COMB/NATIONS FIFTEEN FEET MODIFIED FIVE(5) LAYER A.S.T.M. D-1557-70 TEST METHOD. (15) ON CENTER. SLOPES OVER THREE FEET(3) /N VERTICAL HEIGHT SHALL BAS/S OF BEARINGS.' HAVE PERMANENT/RR/GAT/ON SYSTEMS WITH SACKFLOW PREVENTION DEVICES PER 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND U.B.C. THE BASIS OF REARING FOR THIS MAP WAS TAKEN FROM THE STATE PLANE COORDINATE INSPECTED SY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY SYSTEM, CCS 83, ZONE 6 84SED UPON NGS POINT ALBER"AND POINT 'WALKER" BEING PR/OR TO THE PLACING OF FILL. 26.APPROVED PROTECT/VE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST N 522530"W. SHEET INDEX BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PRO✓ECT. 10. ALL FILL MATERNAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL SHEET 7.............................................................TITLE SHEET PREPARATION OF GROUND /S APPROVED SY THE SOILS ENG/NEER. 27.APPROVED ERO51ON PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RA/NY SEASON AND SHALL BE/N 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 DAYS WORK. SHEET 3.............................................................DETAIL SHEET THAN IT-PER FOOT FOR A MINIMUM OF THREE(3) FEET, THEN 19,' (MIN/MUM) TO THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE SHEET 4-36......................................................PREC/SE GRADING SHEETS 28.ALL WORK SHALL CONFORM TO THE C17Y AND STATE CONSTRUCT/ON SAFETY /N CONFORMANCE WITH THE RECOMMENDATIONS AND SPEC/F/CATIONS OUTLINED /N THE FLOW L/NE OF EARTH SWALE. ORDERS. SOILS AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED FOR THIS D NT. SHEET 37..........................................................EROS/ON CONTROL PLAN _12. M/N/MUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 117/F CUT OR FILL 29 THE LOCAT/ON AND PROTECT/ON OF ALL UT/L/T/ES /S THE RESPONS/B/L/TY OF THER FiUTILITY NOTESSLOPE IS LESS THAN TEN FEET(10) AND 29/F CUT OR FILL /S GREATER THAN (( dlir �TEN FEET(10). DRAINAGE SWALES SHALL BE A MIN/MUM OF 0.5'DEEP AND PERM/TIFF. •C U._ 6/27/2023 an 2 CONSTRUCTED A MIN/MUM OF TWO FEET(2) FROM THE TOP OF CUT OR FILL HAWATER.- ELSINORE VALLEY MUNICIPAL WATER DISTRICT 30. AN APPROVED SET OF GRADING PLANS SHALL SE ON THE JOB SITE AT ALL T/ME. GRAYSO R. WAL GE 871 Ecf,� * 31315 CHANEY STREET SLOPES. SOILS GINEER 6/27/2023 got c sr'NFCHf �-3 LAKE ELSINORE, CA 92331 13. PROV/DE 5'W/DE BY 1'H/GH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL 3>. SANITARY FACILITIES SHALL BE MA/NIA/NED ON THE SITE FROM BEGINNING TO �� FoZoc 41FpF6A�FpF� (951) 674-3146 SLOPES OVER 5'HNGH COMPLETION OF GRADING OPERATION. (4F�wunw000 SEWER. ELS/NORE VALLEY MUNICIPAL WATER DISTRICT JAMES A. LAR OD CE 6 G'ERTIFIEG TE 31315 CHANEY STREET 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED (100) YEAR STORM 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FAC/LIT/ES SHALL BE PROVIDED ENGINEERING GOELOGIST * ENGINEERING FOR ALL SLOPES/N EXCESS OF THREE(3) FEET VERTICAL HEIGHT WITHIN NINETY GEOLOGIST (95)E674 3146CA. 92331 FLOWS ALONG THE TOP OF CUT SLOPES. s (90) DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE/N s� 15. NO OBSTRUCT/ON OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE ACCORDANCE WITH C17Y OF LAKE ELSINORE GRADING ORDINANCE NO. 882 PR/OR GAS., SOUTHERN CALIFORNIA GAS CO. PERMITTED. TO THE APPROVAL OF FINAL INSPECT/ON ENG/NEER S NOTICE.' 1981 W. LUGON/A 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 (909)335-7828 AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS HIMSELF WITH THE S/TE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE (SUBDIVISIONS)AND EXPANSIVE CHARACTER/ST/CS OF THE SOIL. EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF PHONE.• SEC/PAC/F/C BELL 07F(VERIZON) WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS CONSTRUCT/ON, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS 1265 N. VAN BUREN 150 S. ✓UAN/TA STREET 17. GRADING CERTIFICATION BY THE DEVELOPERS CIVIL ENGINEER AND A FINAL REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL ANAHRU,, CA. 92807 HEMET, C4. 92543 COMPACT/ON REPORT SY A SOILS ENGINEER SHALL BE SUBM/TTED TO THE BUILDING 34. THE DESIGN ENGINEER SHALL PROV/DE A MIN/MUM OF ONE(1) BLUE TOP PER WORK/NG 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. FIN/SHED PAD, PR/OR TO ROUGH GRADE APPROVAL. OWNER AND ENGINEER HARLESS FROM ANY AND ALL L/ABILITY, REAL OR ALLEGED, IN CONNECT/ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPT/NG ELECTRIC.- SO.. CAL. ED/SON CO. 18 THE SOILS ENG/NEER/NG INVESTIGATION- 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, 28214-12, 28214-13, BEGINNING OPERATION.- DEC,-USER 1, 2022 ENG/NEER. ROMOLAND, C4. 92585 28214-14, 28214-15 28214-16, AND 28214-17 ALBERHILL RANCH DEVELOPMENT COMPLETION.- DECEMBER 31, 2024 (951) 928-8207 DATED SEPTEMBER 9, 2015 PREPARED BY PETRA GEOSCIENCES, INC. 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 IN COMPLIANCE. 36. NO ROCK OR OTHER IRREDUCIBLE MATER/AL WITH A MAXIMUM DIMENSION GREATER RECORDS, ARE INDICATED WITH THE/R APPROXIMATE LOCATION AND EXTENT. THE THAN THREE INCHES (3-) WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR OWNER, SY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS FIRE.- RIVERS/DE COUNTY RRE DEPARTMENT THREE FEET 3' OF FINISH GRADES, UNLESS THE LOCAT/ON, MATERIALS, AND HEREON, AGREES TO ASSUME LIABIL17Y AND HOLD THE ENG/NEERE HARMLESS RIVE LEMON STREET 2N0 FLOOR 19. A REG/STEREO CIVIL ENG/NEER OR LICENSED LAND SURVEYOR SHALL SUBM/T ( ) R/VERS/DE, CA. 92502 CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPEC/F/C ELEVATIONS ARE D/SPOS,4L METHODS ARE SPEC/F/CALLY APPROVED BY THE SOILS ENG/NEER. FOR ANY DAMAGES RESULTING FROM THE EX/STNECE OF UNDERGROUND UTILITIES (951)955-4777 REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL SE GIVEN. /F OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE AN ELEVATION WITH RESPECT TO AD✓AGENT GROUND SURFACE/S REQUIRED, THE 37. THE ENG/NEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE FIBER OPTIC, LEVEL 3 COMMUN/CATIONS ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. INSPECT/ON BEFORE APPROVAL. CONTRACTOR/S REQU/RED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT NETWORK RELOCATIONS DEPARTMENT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE ST/E. /T 1025 ELDORADO BLVD BLDG 334-522 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL BROOURELD, CO 80021 ry COMMENCEMENT OF ANY CONSTRUCT/ON/GRAD/NG. APPROVED SY THE BUILDING DEPARTMENT. UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. (720) 888-5688 ry 39. THIS SITE HAS OSTA/NED A NATIONAL POLLUTION PREVENT/ON EL/MNNAT/ON SYSTEM EST/MATED EARTHWORK OUANT/TY-5 21. STAB/CITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE 3. THE ENG/NEER PREPARING THESE PLANS WILL NOT BE RESPONS/BLE FOR, OR SUBM/TTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS (NODES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER L/ABLE FOR UNAUTHOR/ZED CHANGES TO OR USES OF THESE PLANS ALL W FOR CUT AND FILL SLOPES OVER THIRTY FEET(30) IN VERTICAL HEIGHT. DISCHARGES CHANGES TO THESE PLANS MUST BE/N WRITING AND MUST BE APPROVED BY ON-SITE EARTHWORK QUANTITIES = 22. A FINAL COMPACT/ON REPORT WILL BE REQU/RED FOR ALL FILLS GREATER THAN ONE NODES WDID Z8 33C3952IJ DATE PERMIT ISSUED. 9-24-2021 THE PREPARER OF THESE PLANS GRADING SUMMARY CUT(C.Y.) FILL (C.Y.) a (1) FOOT. 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. RAW QUANTITIES 8,900 0 a BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS TEMPORARY CONTRACTORS SHALL BE RESPONS/BLE FOR VERIFYING ALL QUANTITIES PR/OR TO TOTAL AREA = 26.37 ACRES 2 . /F STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL /S TO BE PLACED, /T MUST IMPROVEMENTS ARE SUB✓ECT TO REMOVAL AT OWNERS EXPENSE. RIDDING FOR CONSTRUCT/ON. 3 o BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. NOTE. THE ABOVE QUANTITIES HAVE BEEN EST/MATED SY THE PREPARATION SHALL BE APPROVED SY A REG/STEREO SOILS ENGINEER PRIOR TO 84C1(WA7ER VALVE LOCATIONS BENCH MARK. ENGINEER FOR PERMIT PURPOSES ONLY.I THE CONTRACTOR SHALL PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5.1 ARE REQU/RED TO BE 25 29-3 101-10 DETERMINE HIS OWN QUANTITIES AND HE/S SOLELY RESPONSIBLE 22, , 0, 32, 38, 40-42, 83-88, 90, 3, 109, 111-113, 116, KEYED AND BENCHED. 118-120, 149, 151-153, 155, 159-161, 164, & 166-168 BENCH MARK NO. C-95-33 ELEV. = 1356.45 MSL (7929 DATUM) FOR DETERMINING THE AMOUNT AND COST OF IMPORT/EXPORT ti FROM THE INTERSECTION OF LAKESHORE DRIVE AND DRYDEN STREET 40 FEET AND OTHER GRADING QUANTITIES FOR THIS PROJECT. e 24. THE SOILS ENG/NEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING WORK TO BE DONE SOUTHEASTERLY ALONG LAKESHORE-AND 40 FEET NORTHEASTERLY TO THE STAGES. CHISELED "SQUARE"/N TOP OF CURB AT BCR. A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE PRECISE GRADING FOR LOTS 8-42, 83-120, & 143-168 BACKFNLL OF ALLUVIAL, COLLUV/AL AND TERRACED AREAS AND ANY WOMP BMP TABLE SUBSTRUCTURES B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACT/ON, NOTES.' CONSTRUCTED SHOWN PERMANENT/ 84SIN PER PLAN ON SHEET BMP TYPE BENCHING AND FILLING OPERATIONS SET NUMBER 7EMPOR4RY o C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER DRIVEWAY APPROACHES ARE PER STREET IMPROVEMENT PLANS (TO BE ;AS-BU/LT' MATERNAL. FOR LOCATION) WS UN17 STORM DR4IN SHEET 16 MW5-L-8-16-3=8=V-UG PERMANENT D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING BASIN A ROUGH cRADiNc SHEET 16 B/O—REIENT/ON 845/N TEMPORARY D. 07/11/2023 MB CONSTRUCT/ON. CONSTRUCTION QUANTITIES PLANS h SEE SHEET 2 ENG-2023-00254 WD/D: 8 33C395213 ffffC.11 b 11 ou SEAL-ENGINEER BENCH MARK: SHEET NO. N ods THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE 017Y OF LAKE EL/STNORE MARK 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) FOUND ACCEPTABLE ENGINEERS M C '� FROM THE/NIERSEC77ON OF LAKESHORE DRIVE AND TRACT 28214-9 P105f A J CIVIL ENGINEERS.—NNERS.SURVEroRs DRYDEN STREET 40 FEET SOUTHEASTERLY ALONG PREC/SE GRADING PLAN 1880 COMPTON AVENUE,SUITE IOO.CORONA.Ca s288I-33To.s5I-T3+-2I3o LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALBERH/LL RANCH �I c 7eo4e m CHISELED SQUARE"IN TOP OF CURB AT SCR, o p Inn g^1 O f 7-13-2023 PREPARED BY., * * TITLE SHEET OF37SHTS R O�N HABBIIB, RCE No. 83156 DATE mm CAL,,, 6-27-23 IVY P DATE: CITY FO ENGINEER THOMAS M. CASELDINE ATE gTFppF SCALE. KB HOMEW.O. FILE N0. 1-800-422-4133 CITY OF LAKE ELSINORE 23-194 I Illl II I PLAN F1C PLAN F24 PLAN F3B PLAN CIA PLAN C2B PLAN CJC 4440 CONSTRUCT/ON NOTES AND QUANTITY EST/MATE AIM ���� 'II; GATEWAY BRINNON Il VISIONARY GATEWAY PATHMAKER VISIONARY „ I j 4019 ® 4026 4028 3823 4028 (2) hWTVI AWWF 4'S010VILE 40 P.VC P/PE&0.5,E AN SLaE OR AS-ww O)v am 18,995 LF. 22��1 O /NSTAU A IS 6'RL 1d7A7EI50 OW 6'.SAFE-D 849N 6i4 ABED 01 AL IA5T&L 534 EX 21 I M9N LU7H A-aW7AEN75 AS fif40RfD PER LETNL 9,1ET J 221 220 , 3 INSTALL PRIME 4f'K IfXILE 40 P.YC RfP/7/fiRC#CURB PER&7A/L X-9V&7 J(SLOPE MI ES 166 LA. 40 ® J7' 219 O fROM/MOUAT TC 70 CURB®.5%WAY) 40 35' 217 2f8 - _\ 7HE A60VE OUANG4INSTALL f'RNAIE 4'SCHED//LE 40 P.Y.0 PIPE INTO 9 4f�SID W DRAIN BOX AT AaT AND "6 40' 37" 211 1 J d. 216 ® INSERT SHOWN Oro PLANS 2 EA. b 215 � \ I 2fa Q AKSm 3'X 11'CONCRETE m-w PAO 89 EA. hN -Lj- - 213 225 • 212 227 220 �I © EXLSRAG'RE57DEML9L a9XWAYAFPR04CF/PER COUNIr OF RNERS/DE S,AWa D 89 EA. - 7.NND PER S7REEf/NPFOIE,NENT PLANS M4CT NO 28114-9 SWIM PARK NO 20 84 24,1 NOTDROP R9CE F007m 6 EA. I � 210 286 2 250 I� 9�11 (2 209 2ss .q E.• T177ES H,4YE BEEN ES77MAlED BY THE ENGINEER FOR 287 o I 288 283 251 �) PERMIT PURPOSES ONLY. IHE CONTRACTOR SHALL OE7ERM/NE HIS OWN OU4N7777ES 1,959 SQ. FT. 2,655 SQ. FT. 2,824 S0. FT. 1,959 S0. FT. 2,404 S0. FT 2,824 S0. FT. 247, I I1 0 289 1 ♦Y 1. WALLS AND FENCES SHALL BE CONS7RUC7E0 PER SEPARATE PLANS AND PERM/T. 3 BEDROOMS (1-STORY) 4 BEDROOMS (2-STORY) 5 BEDROOMS (2-STORY) 4 BEDROOMS (1-STORY)5 BEDROOMS (2-STORY)5 BEDROOMS (2-STORY) -. 282 252 24; 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINA7E WORK/N CLOSE PROXIM17Y WITH THE �/OIJSE PLAINS - P07 2s0 325 URLIRES, STRUCTURES, DRAM44GE, LANDSCAPING, ETC. / 323 � 253 N.T. y 28" z ... !! :. 'O S. PARK 291 i 322 26 254 2 / 4 y„\ j'LOT"UU" 280 G M 4 93 O _ 2 279 255 a. 9 9iL� � LVCI° '. 11 256r _ 1 293 320 328 278 _ 257 2 ` '�� • O 149, 6s ats,. - , .,.29 2n 4 2 �23 'z� 3�� ft 1� p � s 27s zs3 2da. �YAn 23 \, V�� ����0'�i ✓\ N� , N f N�o "%C P 204 95 O 259 � i ��� 8 ♦ "14 37 Z"7- 331 275 / s - P�0 ��i ♦ TRACT28214-9 LILAH �♦ zs6 V V z3s PHASE B v 26 73 1 262 17 �• � � �'� • 202 3 5 .. 274 2 237 _ 18 6 &1 Mop EL PLANS I y 97 236 � \ �\. i 9 � 15 272 263 264 i 21 •■" ` s 20 2 314 334 271 265 20 95 1B ~� 21 5 _ ♦' lu 1 7 10 00 I ss s19 0 11 DL OU qS 24 �i 2 _ > G s 360 0 313 i2 € TPHASEC496 9` 167 ...�■■.■■■ ■■,Y■ i■■ 2rp 6s ■■■■s IRS` 6 ♦i 2ss 6 • ■♦ r 2s, ts9 ♦ ■■■u�■ tu■v o� 31 8 7 �♦ �. O � � , a 2sa o �� ��LE STREET ■ � ■ P 6 —., 5 �■ 2s 1■ o INDEX MAP LEGEND � � 197 302 311 337 / 4 34 160 � �■+ �■ _____ 8 ♦ ' � �38 � -"♦♦ 6 i 9 160 161 162 ♦♦ g O■ r V � 303 31 � ! 17 7 � ♦♦ � 63 ��. f � 196 �,, 1 �♦ 5 _ 1 �.� 2 27 �; �O�O SHEET NUMBER 340 341 342 343, 344 17 ,1/ ;+•`'. .;/ 4 TRACT BOUNDARY15 31 � ♦ _ �--. � i�i� 194 306 308 / i / i 151 29 1 ,� � ♦�- ��• .....................ME SHEET BOUNDARY PIONEER LANE 1 ,f / 184 182tli8 180 • >r /- ,� 1 - 11,j�� \ 28 145 f 'j- .� LEGEND (x S/MLJ 0L.5 " 191 g B _T 16 1 ------ z� 13s 13a s � "° gym,� 6 to 1 s � ��i♦�� �♦ 3 ��/�/���Tp - EN/-LANCED ARCH/7EC7URAL ® AC UNIT "1♦'" ----------- ELEYAAON - - EX/SRNO WAIfR i • '• 128 __ ♦♦A/♦♦: �--�♦1 �j. -- &Of WWL POF L4)1190i9F f7AN5 ' .„ ♦♦ Off, -�- - - 3 .�► a 12 121 ♦ ;. _ t� i � i....�� �-„1 EX/SRNO f7RE f1YDRANT '—— IHDCE(H/Glf/Po/NTf EX/SRNO WWA)D?NYALSE 123 122 42 � - �'. 1z4 ��;�q,�, ♦ , ♦i,12 �'�/ ,' � PROP STM G47E ExrsnNc BLDW oFF E/1,/P/?ES 14 �` ♦. e ''O(v!� at i // �.� / m RETAININOWALL EM77AV'AIRSAC � 131 CIRCLE q ♦♦�♦5�� � / // i i� LWO0410 Jrcz EXrsnNO PoIS£R PoLE ♦♦♦l DEEPENED F005AO IY PR527NO WRIER PER SEA.PUN 134 138 V�� ♦♦ . /� % 1.00 DEEPENED fOYTRNO MP7H ti 3 136 .1 80 �0� EX (1007.07) L071N0 ELLYNA211 S PROPOSED SEWER PER SLP.PMN 8 c - PROPOSLD XWER ML7fR PLR SEP.PLAN Q 73 TRACT 2821, 9Y i/ i ., a. o 5/my" 69 71 O PUN/ E HYDRANT PER SEA. INDEX MAP I I 6 I�'�� m � PHASE 76 "ad ♦ � � i,,�' i � ���N PROPOSED RR 570AW MVN PfiVP05 0 AIR SAC PER.SEP.PL4 76 N N ALE.' 1"=150' - i ■ . 7700 PROPoSEO RIP-MP PER.SEA.F7,W SC a 61 �DR1LLO STREW_ 47 46 AD4 PA711 OF r r # f sEOsmEETL16Yf — EX55NOI'CONTDURS SMV 59 58 58 55„ EX/SRNO M7Y OF PNIEMENT IDP Or SLOPE a 53 " /�i - — — - LX/S7/NC O/RT RGWO 70i Of SLOPE 51 50 PARK - EX/SRNC R/CHT OF WAY o CEMFRL/NE 0/ffERENCE/N fFANO GF o L1115MG SEVER WNl/fENCE REFER 70 WALL FENCE R PLANS FOR AMlER4L RPE AND Z"7KIA! R (SOUIff-&1S 1140TALFAMTRUSER ZXXIOYf NOTE THIS SET OF PLANS /S FOR THE PURPOSE OF PREC/SE •� // ..:.. / GRAD/NO ONL Y. PLE45E REFER TO BELOW REFERENCED PLANS TERRA COTTA ROAD FOR ANY OTHER DE51ON CRITERIA.-- - ---_ \ REFERENCE PLANS.• ROXII GR40/NO• 07r OF LAKE RSINORE AL6ER///LL RANCH 7&C728214-9 ROUCH 0R40/N0 21-J69 = I �� I S7E * C/Ir Of LAKE EZSTN0AE NCBERHIU RANCH TRACT 26114-9 SIREET N ROSEMENT PLAN 21-391 v 150' O 750' 300' 450' WRIER&SEWER• ELSINORE YNJ1r MUNICIPAL WRIER 0/57RrT X&?NKL RANCH 77NOT 28114-9 WRIER&SEWER 19"WI99WV PUN RaW 00 21-61 1 m / DRAIN• 07Y OF LAKE EZS/NORE STORM OR4/N NPROIEMENT fYANS'77NOT 28214-9 `�—' • WALLS&fENCES• C/IY Of LAKE EZS/N0AE PER/ME7ER WALL&fENGE PUN PACT ASAP AV 28214-9 SCALE/NFEET ERSC 07/11/2023 MB UNO04RAV• L77YOFLAKEEZS/NOAEUN4,95WINCfY" DVSON• QPILAKEEZSTN0hEEROSIONCONIR/X aORV728214-9 ENG-2023-00254 ""- Call before you� SEAL-ENGINEER BENCH MARK: SHEET N0. `�'s THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE C/TY OF LAKE EL/S/NORE MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN �FSS7 NO. C-95-33 ELEV. = IJ56.45 MSL (1929 D47UM) cu Call�g Y FOUND ACCEPTABLE �ENG/VEERS 49�M.C�'C' FROM THE INTERSECT/ON OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A 2 CIVIL ENGINEERS0 PLANNERS.SURVEYORS O DRYDEN STREET 40 FEET SOUTHLAS7ERLY ALONG PREC/SE GRADING PLAN iaeo coNProN AVENUE,sulrE ioo.coRONA,cA,szaei-3avoas-lea-zn iQ Z LAKESHORE AND 40 FEET NOR7HLASTERLY TO THE ALBERH/LL RANCH 0 co C 79048 m CHISELED "SQUARE"IN TOP OF CURB AT BCR. o 7-13-2023 PREPARED BY # * INDEX MAP OF37SHTS RR&OONN H`ABBIIB, RCE No. 83156 DATE m� �ALj 6-21-2gCITY ENGINEER q NIA �P DATE: 1-800-422-4133 CITY OF LAKE ELSINORE � KB HOME FILE NO. oFCpUF SCALE: FOR: W.O. CRY 23-195 THOMAS M. CASELDINE DATE PL SEE WALL AND FENCE PLAN PER SLPAR47E PERM/T SEE WILL AND FENCE PUN PL FL FG 7 FG PER SEPAR47E PERMIT u PER PLAN ^� PER PLAN 5'M/5'M/ VAR/ES � MIN. 0 I f0 u 7 I GB SAME AS PAD ELEVf MIN. p¢' 3'MIN. I to'AfIx m PAD JO PAD I PAD f0 PAD I W 0 DEEPENED ELEV. ryHP F 2 ELEV ELEV. H g HP F 2 ELEV.I 2 =^i FF ELEV GF ELEV TG/NV. 1 TG INV. TG/NV. 1 TG/NV. u 8"M/N - - -------- a"Sue 1.0X 1.OX 1.0X 1.OX O FF ELEV. cARACE VIN MIN u Zr2 MIN ° .• STANDARD F0077NG 12-MIN. M/N I I _PAD EL_ ?:•• DEEPENED FOOTING 1 `�,q� I I P FLI 1 h� i FF ELEV. 8"M/N BcfO4 / I, t�fO4 J I I 9 N Z DEEPENED FOOTING :: P FL 8 P FL B I P FL ,...:..•„, G ; ADDITIONAL DEPTH I P14Q EL€!A 2X M/N 5%M/ = FF-GF-0.67 2 0� h I1 1 1 o= 'n I PAD ELEV 20X MAX 20R A64X I - I OI --- - ,'^2 1 FOR >O' I A I I 5X M/N. 2%M/N. 5-MIN. MIN. A 20R'MAX 2.'> 20,5 MAX MIN. LOT NO MIN i ~=1~ LOT NO n'i /CAL SIDE' YARD SEC 7YP/CAL REAR YARD SECT/ON DEEPENED FOOT/NG DETAIL •7 PAD=PAD ELEV _v TG •3 PAD=PAO ELEV ryp l TG A �rvrcn�srac raev cruavc B 7YP. 7YP. IYHGaL rrcwrALm CRAo/NC NOT M SCALE 9 FF=F/N/SH FLOOR ELEV y /NV � 9 FF=F/N/SH FLOOR ELEV g /NV or r°sc°ce ,uor ro srw�e ,I GF=GARAGE FRONT ELEV I I 0,1 GARAGE FRONT ELEV 1 H FL I ✓ 2 HP FL I J SUMP BLOCK WALL I ,7 I •7 (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 (30") BLOCK VINYL POST (30•) WALL PILASTER WITH CAP PROPERTY LINE WALL PILASTER WITH CAP PROPERTY LINE Z I a I /� �. k I (16"X16") (3„X3„) (16"X16") (3 3) TG 1 ,Z� I TG jR PVC ELBO I 1 I I 1 I TEE W/R Pvc PIPE 16 R/W� _t 16- R�W� AS REED PER PLAN _r _ /NV. PER I CURB FACE I I CURB FACE I �RLAOLLCK PILASTER WALLKPILASTER 2 GRATE INLET (16"X16") (16"X76") NOT TO SCALE DIRECT/ON OF FLOW z� B (G J DIRECT/ON OF FLOW NOTES' 0 SWALES TO SE GRADED 19° 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 t.. SEPARATE PERMIT RM9/RQ24 cee� f&1/SH RGgP 0e O2 HIGH POINT OF SWALE PER PLAN 0 REFER TO THE FINAL TRACT MAP FOR BEAR/NGS OF PROPERTY LINES PAO PAD O3 4"DIAMETER DRAINAGE PIPE(05,-MIN PIPE B TYPICAL 75'REAR D/STANCE TO SWALE UNLESS QII y IN - s":.i=i;'�':;.a`.,':,>^,.�;•',Pj:r•.d SLOPEf O OTHERW/SE NOTED ON PLAN # 1 "OVERFLOW 2% MIN. # OVER 2° M `a�tiC`''v`,'";L' 7 ;^'a,F'•- '- 4 REBAR ` 4 REBAR ` ..:.�•,,.a t..-a=°Y;�;-• .'�;,' 5% MIN. 4 PVC PIPE 4 PVC PIPE ` "�"""''-`•"'4.�y '::;.5 vz;+:� ..,�; :lp ;'?t'^, O9 TYP/CAL 3'SIDE D/STANCE TO SW UNLESS EMBEDDED INTO EMBEDDED INTO O4 SLOPE AWAY FROM THE BUILDING FACE/5 TO OTHERWISE NOTED ON PLAN HOUSE FOOTING 20% MAX HOUSE FOOTING 5% MIN. ,'°;.^"•`."�"' k, BE 5,-MIN FOR THE FIRST 10 FEET MIN BY 1 FT. 9 IN. BY 1 FT. 9 IN. -'20% MAX .'' tip •4' , �'`:11;;r.'^ti..' w'' AND 27 THEREAFTER UNTIL THE SWALE/S 70 REACHED 2X M/N AND 207 MAX GRADE FROM REAR . SWALE TO PROPERTY LINE OR GRADE BRAKE TYP/CAL 50f YARD GATE - 5 FT° TYP/CAL S/DE YARD GATE - OVER 5 FT O2 SHEET FLOW TO STREET OR THE OPT/ON OF GRADE BREAK TO PROPERTY LINE MAY BE 1X UP TO 615,"FLOW LINE TO DRIVEWAY St O11k_ -%S`=1i%,; •;"4;.i;;.;;�;?,�"'.'',^;'; ;�? a TYPICAL LOT FINISH GRADING NOT TO SCALE NOT TO SCALE RAOV RGfa4 NOT TO SCALE - -_:' .-.•;,- ,''.::o- L : CORE THROUGH EX/STING R/k' R/W CURB& GUTTER 54' RIW i R/W 27' 27' FL OF P/PE 1/2"ABOVE 6' VARIES 3"PVC 25' ¢ 25' ¢'PLC FFE Th9J FWPAG GUTTER FLOW LINE INVERT PROPOSED Y 20' 20' 7' ELEV. PER PLAN SIDEWALK 4"WYE AS REQUIRED 7' fB' 18' 7' TYP/CAL BLOCK WALL OPEN/NG AT SWALE INSTALL REMOVABLE PLUG 3'PUBLIC 5' 5' 3'PUBLIC A U WALK WALK U 3'7Y fSA 5' S' 7X PUBLIC NOT TO SCALE pg unLI7r Es�]r. srnE sroE unLI7r ESX]r. 2' 4"A.C. OVER 2' WALK WALK -0.06 "A'B -0.06 2' 4-AC.OVER 2' +0.00' 6'AS. 7C 1.5x -0.02 +0.00' -0.02 lox yGz -1 TO,BEET 1.5Z 7c To 1.5x IX/ST. GRADE 2�0,t 2.•7 TO MEET .Ox COST GRADE r.. .,-,.:. '6.P: ;`4;`i''.'.:iei7:'i"�'.':a::.c::..:;."..aa.:s c. •5 RAW' RAW' O 3X4"REDUCER 4"P.V. LANDSCAPE SIDEWALK CURB& CURB& SIDEWALK LANDSCAPE ~� CURB&GUTTER PER RIVERSIDE 4:Y4 X4"TEE PARKWAY CLATTER GUTTER PARKWAY LANDSCAPE SyDL7y,1[K l CURB& CURB& S�y,LK 4WDSCAPE ELEVATION COUNTY STD. 310 PARKWAY GU77ER OU77FR PARKWAY 25' INSTALL POLYETHYLENE 7' 1B' 18' T PLASTIC✓DINT MATERIAL QUICK 10INT"OR EQUAL LADRILLO STREET, EMPRESSA CIRCLE 12f 15.7-T TO 3'PUBLIC 5' 5' 3'PUBLIC 2"MIN COVER 19*99.95, PIONEER LANE DOUGLAS CIRCLE 11*25.00 TO 14*20.98 CWL17Y ESMT. SIDE SAVE 1I77L97Y ESMr. � WALK WALK a T.I.=5.0 2' 4"AC. OVER 2' 4 ° -0.04 +OOO' "AB. -0.04 7.Sz 7C 1�5T o ` 20x �oX I ro MIAOE PER SIP LANDSCAPE S7"ALK y, Y CURB&, •CURB& SIDEWALK LANDSCAPE ry SECTION A A PARKWAY 6U77ER GUTTER PARKWAY Q PRIVATE P/PE THROUGH CURB DETAIL cF ELEv NOT M SCALE or j LADRILLO STREET, EMPRESSA CIRCLE 10*00.00 TO 12f 15.73,, BENTWOOD COURT, MYRTLE STREET, a DOUGLAS CIRCLE 10*00.00 TO 11*25.00 0 2.031 T.I.-5.0 C� TYPICAL DRIVEWAY DETAIL S/DEWgLK NOT 70 SCALE ERSC 07/11/2023 MB ENG-2023-00254 Call before you SEAL-ENGINEER BENCH MARK: SHEET NO. �s THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CI7Y OF LAKE ELISINORE MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN OFESSI NO. C-95-33 ELEV. = 1356.45 MSL (1929 D-AND � cu�`allco�,. FOUND ACCEPTABLE �ENG/VEERS 49�M C�'¢ FROM THE/N7ERSECT/ON OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A 3 CIVIL ENGINEER PLANNERS6 SURVEYORS O DRYDEN STREET 40 FEET SOUTHEASTERLY ALONG PRECISE GRADING PLAN 1880 COON AVENUE,SUITE 1001CORONA,CA.92881-33701951-734-213 iQ i LAKESHORE AND 40 FEET NOR7HFASTERLY TO THE ALBERH/LL RANCH N 0 C0 C 79048 m CHISELED "SQUARE"/N TOP OF CURB AT BCR. o �fAA p} 7-13-2023 PREPARED BY * * DETAILS OFt 7SHTS RyEMO�N H`AB�eIB, RCE No. 83156 DATE m� (2MA I 6-21-23 q �P DATE: CITY ENGINEER 1FOF - SCALE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE NO. 25-196 SEE MODELS PGP 36.33' A 40.56" ik Ai 77.84 -Z 47.8 47.8 FG ------ 29 "A 1% FG FG 7B 1g .. .-�._ � v 48.1 \48.3 r al ��i HP 47.8 47. o r FG 7 T N 2 47.6 T HP a 2 46.7/NV a "�i N FG 6/NV 46. I � ,I 18 PLAN CIA III PAD=1448.30 I� 'Al 7- FF=1448.97 O I GF=1448.30 I` I ~�4.2 1 % I I i }I 46.111NV 'yP ;� 246.1 /NV li '.I 479 4 II 4HP II 47 ,ni��II HP Na 11 447/NV yp $�HP ,, I I , I >a' 14' it I'I 15' 19 PLAN C2B II 1 I,. .I PAD=1447..80 qE I j =1448.47 47, TG 4 TG I 11^ GF=1447.80 47. G I �1 20 �N VI I. I , C3C I 46.3/N 46.4/NV I I 4.3 TG O 458/NV I Q I P�=/446.50 1 /¢ 45.8 INV -- I o°ji I 1 I ^ N 44.4/N C'F'/446.50 I eP Ii a tee. / 445/Nlv If I 1 47. }I I O II 4HP , I e 47.9 �,� 1 I 5 2 47.3 HP II HP I �jae 1 45.6/NV 114' �I I I I 7. T I. I 1, 14' 13"�I 45.6/ 2 �, 4'I �I I ^I I I I flee I 47.9 I 6� UR a ro 24' 46.1 /NV 11 )l o; '�j°b f , I jTG NI I i\ I 46.0/N f , ' \ \ •N N 1 I \ 4569 5.41 \ 1 1 �' FS f ! I / \ �. 46.1 FSI I ^6! I FS IN I 44. ' \\ T 4•5 44.39 4 .. 45.11 /N K 'N \ m 4534 p ry A 43. 45.79 /NV ± A6 A 4702/Nv 2 -- ti \ ----4- /-+- -- b STREET 3 CONSTRUCT/ON NOTES \ O7 INSTALL PRNATE 4'SC/IL7N/LE 40 P.VC PIPE V 0.5X AN SLOPE 6W AS-WNN OW Abff. o SEE SHEET NO. 16 O2 INSTALL NX 6-ROUND OMIT/5O aV 6'SPEE-D MW a?APMWV EOC44L.INSTALL AgN OEPIN AR/USTNENIS AS REOU/RT ti O3 INSTALL PRNAIE 4'SCHEDULE 40 P.YC HPE 7NR000//CURB PER MW W SNLET 3(SWT VARIES EROM IM2RT AT TG TO CURB®O.50X mw).. Q O5 INSTALL 3"X 11"CONCRETE mw PAD R OEX617X RES/OEMIAL ORAEWAYAPPRQ4LTI PER CWMY L'RNERS/DE STA4MV NO 207.AND PER STREET IMPROIfW?IT RA4T 77NOT AV.28214-9 >O' 0 y SCALE/N FEET 14, ERSC 07/11/2023 MB ENG-2023-00254 Call before you SEAL-ENGINEER BENCH MARK: SHEET NO. �s THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE C/TY OF LAKE EL/S/NORE MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN CIF NO. C-95-33 ELEV. = IJ56.45 A1SL (1929 LM7UM) R cu�`allco�,. FOUND ACCEPTABLE �ENG/VEERS 49�A.- ER C�'�' FROM THE INTERSECTION OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A 4 CIVIL ENGINES•PLANNERS6 SURVEYORS O DRYDEN STREET 40 FEET SOU7HEAS7ERLY ALONG PREC/SE GRADING PLAN 1880 COON AVENUE,SUITE 100.CORONA CA.92881-3370.vs-734-213 iQ Z LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALBERH/LL RANCH () co C 79048 m CHISELED "SQUARE'IN TOP OF CURB AT BCR. o 7-13-2023 PREPARED BY * * LOTS 18-20 OF37SHTS RR&OONN H`ABBIIB, RCE No. 83156 DATE Lmm (�MALj 6_P7.23 q NIA �P DATE: 1-800-422-4133 CITY OF LAKE ELSINORE �oFCpUF SCALE: FOR: W.O. CRY 23-197 THOMAS M. CASELDINE DATE KB HOME FILE N0. SEE MODEL S P'c 55' f3PG 8 59.76' 25 FG 8 J9 52' 40.58' SEE SHEET NO. 4 20.56'---- FG 32. 0 1_ .8 olZ -- 46. 32.B FG FG FG 3[.7 2,1 MAX 4 FG L 1% ix iz FG -- _ �_�-1�FG 1% yP .2/NV 26.1/NV 2 32.1TC32.2 ^ I: 7 32/NV In 2 6. '� 11 HP I 1 G I� -¢- 1 T J42.7'5/N'V I g.5 ✓23' G . 1 4 I 32H.P5HP4 i �f 2HPHP 44. 2 >3 447 2 I 15'27 8.7% 429/N HP 5 I23 PLAN ax4 20 T. 432 2 TG 22 PLAN C29 PA =14278O � .5/NV PAD=1432.80 F=f42647 1'5- kl f Tee FF=14U..47 ae I !I GF=7427..80 + I III GF= 432.80 12t59.50 1 23 446 3 III > 2 5. .3/NTGyP 08/N I 792 25.8 FS PAD--1445.20 2:1 MAX 721 PLAN CA15' k317N FF=1445-87 5% Z& 32.4 7GF=1445.20 PMIN. i H V ^�III ; HP � HP 5 44 7 TG 4 9 24 � K I II 3.5N 15, I ✓ 30.6 3 / 24HP 4.7 449 43 K T 27HP 43.0 HP I % N I 25' III! Ol�1 h i%------..�'- I 323 7G -- I I 3 �i 274 4 TG2 22 57 63 NTG 45 341.79 V 'I 31.5 I+ I: -^�---- o " ` ------ f 1 2:i MAX I I A32. I �aa o f" I FG l r I I I , 31.23 29.99 FS fS r 7 FS 5. I "J 100.63' I 14.73' i FS r I - - - - - - I r - - - - - - - Sa I - I I I �- - I I 8.27 TC 31.27/NV N 2.81 /NV 25.53/N °��• ------- 24.09 TC 41 � - ------ ---------------------- 6 I it ._ _ _ _ _ _ _ _ _ _ _ _ _ _ T � � SEE SHEET NO. 8 DOIUGL%S CIRCLE SEE SHEET NO. 7 b W R 3 CONSTRUCT/ON NOTES Ol INSTALL PRNATE 4'SCNEDI/LE 40 P.VC P/f'E®D.5%MIN SLOPE 67 AS STk7WN aV fYAA! 0 O INSTALL WS 6-ROUND GRAY/50 6W 6-SPEE-D AW OR APPROYFD EOC4AL.INSTALL BASIN OEP7N AR/USNEN75 AS REOU/RED ry 03 INSTALL fWNARF 4'SCHEDULE 40 P.VC HPE 7NROUG/1 CURB PER a'TA/L aV SNEET J(SLUE VARIES fR7A1 IAN£RT AT TG TD CURB®D.50X NNf. Q 05 INSTALL 3'X 11'CONCRETE TRASH PAD R (� EX6;7AV RES/DENk ORAEWAYA-PR04CH PER 6WN7Y 0'RA£RSIDE STAND4RD NO 207.AND PER STREET/MPROVLW?IT PLANS 77ACT AV.28214-9 10' O 70' 20' JO' O SCALE/N FEET 14, ERSC 07/11/2023 MB ENG-2023-00254 Call before you SEAL-ENGINEER BENCH MARK: SHEET NO. �s THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE C/TY OF LAKE EL/S/NORE MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN �FSS1 NO. C-95-3J ELEV. = IJ56.45 AISL (1929 DARIU) c Call�g,. FOUND ACCEPTABLE �ENG/VEERS 49�M C�'�' FROM THE INTERSECT/ON OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A ry CIVIL ENGINEERS PLANNERS6 SURVEYORS O DRYDEN STREET 40 FEET SOUTHEASTERLY ALONG PRECISE GRADING PLAN 5 1880 COON AVENUE,SUITE 1001C0R0NA CA,9 2881-3370 1 9 51-734-213 iQ C 79048 Z LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALSERHILL RANCH O Cep c0 m CHISELED "70UARE'/N TOP OF CURB AT BCR. o N 7-13-2023 PREPARED BY p * * 0FJ7 HTS yfM "-e ��rr LOTS 21-23 zt R ON HABIB, RCE No. 83156 DATE inGd 6-27-23 974 1VI� �P SCALE. DATE: FOR: W.O. CRY 1-800-422-4133 INEE CITY OF ITY LAKEELSINORE oFCp11F 23-198 THOMAS M. CASELDINE DATE KB HOME FILE NO. SEE MODELS PGP L=34.74' ro o_ l 4.64' 50.23' FG 15-64 = �Z FG FG 1 0 •�� >>e I 4.5 T 4. T z I I ^I I 3 7/NV NP w 23.5/NV v�� I�. --— a,_ •��. I 4. I HP -- 24 PLAN C18 PAD=142.10 I ry�l 1, 1I FF=142577 I o 1 GF=142510 Y 4 �� �� _ \\ I II �II20 1 I HP.4 HP h 220.4/NV ec I. f. .5/NV \�~ ",II 1 ae HP I I / \ } I it HP 1 23.2/NV 15 P[AN C2C PAD=1422.70 ^I yo / I FF=1422.77 II ,I, 11 GF-=7f-4 f0 220.1 /N I Ln� cV 20 !I ], 2..4 /N 2 1 1 3 HP I� 1 1.9 HP HP 4. O I HP Il 13 ©19.9/NV f / I �I1 L Q' ^ 'I 1.7 rc WI 4 7 T I II 20.1 /N T 1 2230/NV I 14 I / l >.�•. 4.7 T 2ICo 23.2/N ? l� 11 Y 1 FS ry N I FS LFS 10.07' 1 / TC 0.8✓ i I 19.90/ .. /NV ✓.. /�i f1g.76 \ ✓.. � i 3. 2...04IN N f, C / ry r3s lNV------ / o / gsi r CONSTRUCT/ON NOTES -— - I 3 ---- -- - --- a O INDOUGLAS C/RCLE _ I � o S74LL PRNATE 4'SC1/L7N7LE 40 P.VC PIPE®0.5%AN SLOPE 6W AS- WNN LAY Abff. R 02 /NSTALL NOS 6"ROUND GR47f/50[kY 6'SPEE-D R95YN�APPROYFD EOC44C./NSTACL Ld4S/N OEPIN AR/USTNEl45 AS REOU/RED ti 03 /NSTALL RI 4'SCHEDULE 40 P.YC HPE THROUGH CURB PER MTAIL W SHEET 3(SLOE VARIES fMW/M2RT AT TG 70 CURB®0.50X NM!f. Q m OINSTALL 3'X 11'CONCRE/E 7774SH PAD O f>�IN , �'�aVWY a'OfRSIDE STANDARD AV 207.AND PER SEE SHEET NO. 7 >O' 0 y SCALE/N FEE! 14, ERSC 07/11/2023 MB ENG-2023-00254 Call before you SEAL—ENGINEER BENCH MARK: C/TY OF LAKE EL/S/NORE � SHEET NO. `�s THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN CIF NO.MARK REVISIONS APPR. DATE C-95-33 ELEV. = 1356.45 A/SL (1929 DA7UM) c Call�g,. FOUND ACCEPTABLE �ENG/VEERS 49�M C�'¢ FROM THE WERSECT/ON OF LAAESHORE DRIVE AND TRACT 28214-9 PHASE A CIVIL ENGINEERS PLANNERS6 SURVEYORS O DRYDEN STREET 40 FEET S0UTHEAS7ERLY ALONG PREC/SE GRADING PLAN v 1880 COON AVENUE,SUITE 100.00R0NA,CA.��� 9 2881-3370 1 9 51-734-213 iQ i LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALBERHILL RANCH N O CCCeee��� co LOTS 24-26 C 79048 m CHISELED "SQUARE'/N TOP OF CURB AT BCR. o 7-13-2023 PREPARED BY * * 0F37SHTS yob R ON HABIB, RCE No. 83156 DATE JnGd 6-27-23 97F. NIA �P SCALE. DATE: FOR: W.O. CRY CITY ENGINEER �CN1F 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE NO. 23-199 SEE SHEET NO. 5 ---- -- - --_ SEE SHEET NO. 6 6 O� /— ------ 4. 0 G h ----- o /- / + % 24.34 /N g -- 9/NV r 4 IN I 16.5 V 47525g f5 I 0 i IN .19' I p9.85 1 I 1 o h I \ }' FS rs ems- \ } N V 23 j ss I i \\ �I 11 I 2 \ z 1 24.5/N 72' 0� 24.9/NV 1 29.1 IN✓ xt I / 1 11 r 1 1` 11 30.0 I HP l R II 113 11 ` ` f n K 15 ` ` ` I 26.5 TG NP 1 \ 24.7/N 1 sel`. 7' 19 , 2 2. I ./ 1 1 6. 11 8 PLAN C2 Jl A 25.1 IA1V I: 1 NP r \ f/P I PA0=1427.20 h .7 / 1 29• t^ 11 1 3 INV 1 I FF=1427.87 1 I GF=1427.20 T 5' y T 111 12 1 I 0 9 I I dy it } / Ho �e'9 3p 1 IN N C3C !I h ~ x 6�` 29p 431.30 11' N I �! HP6f4-f o GF=1431.30 1 x �$ .- I10 1N 7.2 7 1 5 �\ g.71 a 25.0/N 2 P N\1 If /N a- 1 FG / 73 / ,yN FG g Fc � '4??jo so Ha l/ V 14 iFG276 FG FG\ Fo Y �9'9/ l: 33.92' bI Ho ti CONSTRUCT/ON NOTES c Ol INSTALL PRNATE 4'SC11fWLE 40 P.VC PIPE V 0.5X AN SLOPE 6W AS-WNN LAY fYAA! 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DATE call FOUND ACCEPTABLE FROM THE IN7FRSECTION OF LAAESHORE DRIVE AND TRACT 28214-9 PHASE A CIVIL EIAGINEER 0 PI-ANNERSO SURVEYORS O DRYDEN STREET 40 FEET SOLITHFAS7ERL Y ALONG PRECISE GRADING PUN 1880 CO-ON AVENUE,SUITE 1 001CORONA CA,92881-3370.vs-734-213 iQC 790411 LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALSERHILL RANCH O coCHISELED 'SQUARE'IN TOP OF CURB AT 8CR. 7-13-2023 PREPARED 8)" LOTS J2-J5 oFtL7SHTS E No. 83156 DATE 6-21-23 DATE: CITY ENGINE R OF SCALE: FOR: W.O. CITY 23-202 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DA TE KB HOME FILE NO. I � see ShE s'8j• FT NO. 1�a. 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DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN � � NO. C-95-JJ ELEV. = IJ56.45 MSL (1929 DATUM) R cu Call�g,. FOUND ACCEPTABLE �ENG/VEERS 49�M.C�'¢ FROM THE INTERSECTION OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A ,Q CIVIL ENGINEERS6 PLANNERS6 SURVEYORS O DRYDEN STREET 40 FEET SOU7HFASTERLY ALONG PREC/SE GRADING PLAN 1880 COON AVENUE,SUITE 1001CORGNA,CA,9 2881-3370 1 9 51-734-213 iQ i LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALSERHILL RANCH N 0 i I C 79048 m CHISELED 'SQUARE'IN TOP OF CURB AT 8CR. o �fAn p} 7-13-2023 PREPARED RY * * LOTS 36-37 OFt 7SHTS RyfMO�N H`AB�eIB, RCE No. 83156 DATE m� (2MA I 6-21-23 q Iwo �P DATE: CITY ENGINEER -OFCµ1F SCALE: FOR: W.C. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE NO. 23-2 0.3 FG2 /V/CHOL S RO%D \ 00 fG GB----------15- 15. 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O ORa°GiR4CE FOORNG SEE SHEET NO. 15 SEE SHEET NO. 14 14, ERSC 07/11/2023 MB ENG-2023-00254 Call before you SEAL-ENGINEER BENCH MARK: C/TY OF LAKE EL/S/NORE � SHEET NO. `�s THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN �FSS1 NO. C-95-33 ELEV. = IJ56.45 MSL (1929 DATUM) R all g, FOUND ACCEPTABLE �ENG/VEERS 49�M C�� FROM THE INTERSECTION OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A J CIVIL ENGINEERS0 PLANNERSS SURVEYORS O DRYDEN STREET 40 FEET SOUTHEASTERLY ALONG PRECISE GRAD/NO PLAN 1880 COON AVENUE,SUITE 1001CORONA CA.92881-33701951-734-213 iQ C 79048 Z LAKESHORE AND 40 FEET NORTHLASTERLY TO THE ALSERHILL RANCH () co m CHISELED '70UARF'IN TOP OF CURB AT 8CR. o �fAn O} 7-13-2023 PREPARED BY * * LOTS.8-40 OFt 7SHTS RyfMONH`ABeIB, RCE No. 83156 DATE 6_P7_23 1q Iwo �P DATE: 1-800-422-4133 CITY OFCITY OLAKE ELSINORE �INEER oFCpi1F SCALE: FOR: W.O. CITY 23-204 THOMAS M. 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ATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ��� NO. C-95-33 ELEV. = 1356.45 MSL (1929 DA77/MJ C/TY OF LAKE EL/SINORE � cu�`allco�,. D FOUND ACCEPTABLE �ENG/VEERS 49�M C�'¢ FROM THE INTERSECT/ON OF LAAESHORE DRIVE AND MCT 28214-9 PHASE A 12 CIVIL ENGINEERS•PLANNERS0 SURVEYORS O ORYDEN STREET 40 FEET SOUTHEASTERLY ALONG PREC/SE GRAD/NG PLAN 1880 COON AVENUE,SUITE 100.CORONA,CA.92881-337019s-734-213 iQ i LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALBERH/LL RANCH N () co C 79048 m CHISELED "50UARE"/N TOP OF CURB AT BCR. o y17n O} 7-13-2023 PREPARED BY * * LOTS 41-42 OFt 7SHTS R ON HABb1B, RCE No. 83156 DATE �jLpJnGd ��✓.�j 6-27-23 q Iwo �P DATE: CITY ENGINEER 1FpFCµ1F SCALE: FOR: W.O. clTr 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE NO. 23-205 SEE SHEET NO. 12 �-- - - - - - 2' - - - - - 6 4.97 RN 85.91 /N — - -72.99 \ \ 69 — BB fS 1FS \ 19' 2 77 I 86.1INV I} I 11 87..8 2 II B7.3/N l: 11 I I I 13. l 87 HP I HP 1 2 ' I I: 7' 20 Q I li 86.4876/NV I I �I. I 87.1 /N 1 � I III aEtll &T LAN F129 88.0 II PAD=1388.20 HP FF=1388.87 I GF=1388.20 I V 87.6 87..7 6.8/N 2 o HP 11.7111 I , + ry 87. i 76 I� HP ------------- oZ V ll 1O' D 10' 20' 30' --------- FG I I SCALE/ --------------- 390 � N FEET I IV� I v1 � I � p 00.0 I W 1400 � I a CONSI-RucnoN NOTES 2:1 MAX OI /A3TALL PRNA)E 4'SCHEDULE 40 P.VC PIPE 0 0.5X AN SLOPE OR AS 5w10V LON PLAY. 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FOUND ACCEPTABLE �ENG/VEERS 49�M C�'¢ FROM THE INTERSECT/ON OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A CIVIL ENGINEER PLANNERS*SURVEYORS O DRYDEN STREET 40 FEET SOUTHEASTERLY ALONG PREC/SE GRADING PLAN 1880 COON AVENUE,SUITE 100.00R0NA,CA.92881-3370.vs-734-213 iQ i LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALBERH/LL RANCH N 0 co C 79048 m CHISELED '70UARE'IN TOP OF CURB AT BCR. o y�1nn O} 7-13-2023 PREPARED BY * * LOT 8J OFt 7SHTS R&ON HABIB, RICE No. 83156 DATE �jLpJnGd (AMA I 6-21-23 DATE:q Iwo �P CITY ENGINEER 1FpFCµ1F SCALE: FOR: W.C. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE NO. 23-206 L%OR/L L D STREET 1 > & 12 - - 2 - - - - - SEE SHEET NO ---- - -- - - - ------ -- ----- - I- -------- - 6 - N 41 -\ _ 94.98/ 89. 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CIF THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE C/TY OF LAKE EL/S/NORE MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN NO. C-95-33 ELEV. = IJ56.45 MSL (1929 DA7UM) cu Call�g Y FOUND ACCEPTABLE �ENG/VEERS 49�M C�'¢ FROM THE WERSECT/ON OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A 14 CIVIL ENGINEERS PLANNERS0 SURVEYORS O DRYDEN STREET 40 FEET SOU7HEAS7FRLY ALONG PREC/SE GRADING PLAN 1880 COON AVENUE,SUITE 100.00R0NA,CA.92881-3a�0as-�aa-2n iQ i LAKESHORE AND 40 FEET NOR7HLASTERLY TO THE ALSERHILL RANCH N () co C 79048 m CHISELED �70UARE'IN TOP OF CURB AT 8CR. o ��p}� 7-13-2023 PREPARED 8Y * * LOTS 84-86 0Ft 7SHTS R ON HABIB, RCE No. 83156 DATE �jLpJnGd (AMA I 6-21-23 q 1w� �P DATE: CITY ENGINEER 1FpFCµ1F SCALE: FOR: W.C. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. 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DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN NO. C-95-33 ELEV. = IJ56.45 A1SL (1929 DA7UM) R cu Call�g,. FOUND ACCEPTABLE �ENG/VEERS 49�M.C�'%1 FROM THE INTERSECTION OF LAAESHORE DRIVE AND TRACT 28214-9 PHASE A 1,5 CIVIL ENGINEERS0 PLANNERSO SURVEYORS O DRYDEN STREET 40 FEET SOUTHEASTERLY ALONG PRECISE GRAD/NO PLAN 1880 COON AVENUE,SUITE 1001CORONA CA,9 2881-3370 1 9 51-734-213 iQ Z LAKES10RE AND 40 FEET NORTHEASTERLY TO THE ALBERHILL RANCH O co C 79048 m CHISELED '70UARE'IN TOP OF CURB AT BCR. o �1nn p} 7-13-2023 PREPARED BY * * OFt 7SHTS yfM " e ��I,� LOTS 87-88, 188 R ON HABIB, RCE No. 83156 DATE Y)m 6-21-23 97F. NIA �P SCALE. DATE: FOR: W.O. CITY CITY ENGINEER �CN1F 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. 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DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN LESS NO. C-95-33 ELEV. = IJ56.45 A/SL (1929 D477/M) R cu Call�g,. FOUND ACCEPTABLE �ENG/VEERS 49�M C�'¢ FROM THE INTERSECT/ON OF LAAESHORE DRIVE AND MCT 28214-9 PHASE A 16 CIVIL ENGINEER PLANNERSS SURVEYORS O DRYDEN STREET 40 FEET SOUTHEASTERLY ALONG PREC/SE GRADING PLAN 1880 COON AVENUE,SUITE 100.00R0NA,CA.92881-3370.vs-734-213 iQ i LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALBERH/LL RANCH N () co C 79048 m CHISELED '70UARE"/N TOP OF CURB AT BCR. o �fAn p} 7-13-2023 PREPARED BY * * LOTS 89-92 OFt 7SHTS RyfMON H`ABeIB, RCE No. 83156 DATE m� (2MA I 6-21-23 q Iwo �P DATE: CITY ENGINEER SCALE: FOR: W.C. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE NO. 23-2 09 SEE SHEET NO. 15 41.70' / \ -_ 28.50' 48.28' 2 38.f f' FG/ FG FG FG O� 2, 47 N 4.7 rG 47.2/NV 46.5 h M 1 I 2 T 47 - D 48 48..1 p iq NI I HP HP I 47.1/ HP NV VV P �olz i I I 75' N F3C I 93 PLAN F2A 15' 94 PLA I k l 5' P -- I PAD=144B.60 5' =1448..40 I} FF=1449.27 II I Ff=;' ..07 II 5 I I GF=1448.60 GF-1448..40 --- 46. - 4. 9/NV I 46..9 -- o 1 47.2/NV 5 5' I I v el I HP I HP 11 46.2/NV I M I I I HP 1 N I 47 T > �i 46.7/ I I HP I' y I 48.1 Zo 12.+I,I 47.0/N � I I6.7/NV I11 11' I 460/NTV �II�1 III III I l I rr�^, 20' _ ---------- I FS 4 f f I I + D 4 3 l I 47. 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DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN �FSS4 NO. C-95-33 ELEV. = 1356.45 MEL (1929 DA7L/MJ cuCall o,9 FOUND ACCEPTABLE �ENG/VEERS 49�` M c�'¢ FROM THE/017FRSECT/ON OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A 17 CIVIL ENGINEERS.PINNERS.SURVEYORS O DRYDEN STREET 40 FEET SOU7HE431ERLY ALONG PRECISE- GRAD/NO PLAN <j p aeo coNProN AVENUE,sulrE ioo.coRONn,ca,928e1-33 o.vsi-vaa-zi3 .- i LAKESHORE AND 40 FEET NORTHE45TERLY TO THE ALSERH/LL RANCH ry p 1 c� C 79048 m CHISELED '5011ARE"/N TOP OF CURB AT BCR. o y�HAB O (� 7-13-2023 PREPARED BY * * LOTS 93-94 CITY E G-INEE RCE No. 83156 DATE I/_ �� IVI� �P OF37SHTS Cftt ENGINEER 1n�'�4 6-27-23 97FOF�F� SCALE. DATE: FOR: W.O. CRY � 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE D/T KB HOME FILE NO. 23-21 O SEE SHEET NO. 16 79.09' 53.18' 40 - _- FG Z \ N x\ 0 INS n'$ ), \ // a$. 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CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN CIF NO. �s / THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE MAR REVISIONS APPR. DATE C-95—JJ ELEV. = IJ56.45 MSL (1929 DATUM)) C/TY OF LAKE EL/S/NORE M) R cu Call�g,. FOUND ACCEPTABLE �ENG/NEERS 49�M C�'¢ FROM THE WERSECT/ON OF LAAESHORE DRIVE AND MCT 28214-9 PHASE A 18 CIVIL ENGINEER PLANNERS6 SURVEYORS O DRYDEN STREET 40 FEET SOUTHEAS7ERLY ALONG PREC/SE GRADING PLAN 1880 COON AVENUE,SUITE 1001CORONq CA.92881-3370.vs-734-213 iQ i LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALBERH/LL RANCH ti O co C 79048 m CHISELED '70UARE'/N TOP OF CURB AT 8CR. o yo1/nb 7-13-2023 PREPARED BY * * LOTS 95-96� p} OFtSHTS R ON HABIB, RICE No. 83156 DATE Jnd �AL 6-27-23 97F. NIA �P SCALE. DATE: FOR: W.O. CITY CITY ENGINEER �CN1F 1-800-422-4133 Cftt OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE N0. 23-21 1 - \ JJ LL 1\ ------------ z E3E/VTP100D COURT yFFT� o 7 47 3 T 4 .07 ® 46.86/NNNV 7.12 / r^ . 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O INSTALL NOS 6"ROUN9 04)E/50 QY 6'SPEE-O BASIN 6W APPROYEO EQUAL.INSTALL BASIN OEPIN 6 63.9T 59 0 AQLUSTAIENIS AS RE(X//REO fG i FG 5FG O3 /b5'TALL PRNATE 4'SCNEOL/LE 40 P.VC RFE TNROL/GH CURB PER OETA/L ON SHLET J(SLOPE t/AR/ES FROM IAN£RT AT 70 TO CURB®O.SOX YN).. O5 INSTALL 3'X>!'CONCRETE TRASH PAO (D frS7hW)ffYA9WX 5RN£WAYAPPRa46W PDR 6Y7YOfL0F17 SEE SHEET NO. 20 117 PER SWLT AI RAW-,LET 40 TTM TXACT J6557 10° 0 70' 20' 30' V SCALE/N FEET 14, ERSC 07/11/2023 MB ENG-2023-00254 ry Call before you SEAL—ENGINEER BENCH MARK: SHEET NO. �s THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN NO. C-95-3J ELEV. = IJ56.45 MSL (1929 DATUM)) C/TY OF LAKE EL/S/NORE R cu�`allco�,. FOUND ACCEPTABLE �ENG/VEERS 49�IF C�'¢ FROM THE INTERSECT/ON OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A ,9 CIVIL ENGINEERS6 PLANNERS6 SURVEYORS O DRYDEN STREET 40 FEET SOUTHEASTERLY ALONG PREC/SE GRADING PLAN 1880 COON AVENUE,SUITE 1001CORGNA,CA,9 2881-3370 1 9 51-734-213 iQ i C 79048 LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALSERHILL RANCH N 0 co m CHISELED "70UARE'IN TOP OF CURB AT BCR. o �fAn p} 7-13-2023 PREPARED BY * * LOTS 97-98 OFt 7SHTS RyfMON H`ABeIB, RCE No. 83156 DATE Lmm Cmds,, 6-21-23 q Iwo �P CITY ENGINEER 1FpFCµ1F SCALE: DATE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE NO. 23-27 2 AZ BERH/L L RANCH RD 87. 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FOUND ACCEPTABLE �ENG/VEERS 49�M C�'�' FROM THE/NTERSECTION OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A 20 CIVIL ENGINEERS•PLANNERSO SURVEYORS O DRYDEN STREET 40 FEET SOUTHEASTERLY ALONG PREC/SE GRADING PLAN 1880 COON AVENUE,SUITE 100.CORONA CA.92881-33701951-734-213 iQ C 79048 Z LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALSERH/LL RANCH O c0 m CHISELED '70UARE'/N TOP OF CURB AT BCR. o �fAn p} 7-13-2023 PREPARED BY * * LOTS 99-102 OFt 7SHTS114 RyfMON H"AB-elB, RCE No. 83156 DATEm� dj 6_P7_23 1q Iwo �P DATE: CITY EINEERF LAKE ELSINORE �oFCpUF SCALE: FOR: W.O. CRY 1-800-ii2-4133 CITY O23_213 THOMAS M. CASELDINE DATE KB HOME FILE N0. 38.47' AL SERH/L L RANCH ROAD FG o FG 7 Z - �42'73 - - 8741 2.1 MAX / 2:1 MAX N 2:1 MAX 4 °� ------------- 2.65' -- - 1480 ,, ------ 80.2/ FG / FG 8.5 \ _-_ FG 2:1 MAX FG o 75.f FG lz cV -- 74 5 N 273.4 INVN}Z7/''P 77.3/NV I} G FO \FG2 779 a 4.9 103 PLAN 018 HP j HP PAD=1475.10 Hp i Is ' \� I �783 2 /NV � ;2';,�8 so.�sz I'. 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DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN CIF NO. C-95-33 ELEV. = IJ56.45 A4SL (1929 DA7UM) cu c 3.11�g,. FOUND ACCEPTABLE �ENG/VEERS 4 M.C�'�' FROM THE INTERSECT/ON OF LAKESHORE DRIVE AND TRACT 28214-9 PMSE A 21 CIVIL ENGINEER PLANNERS.SURVEYORS O DRYDEN STREET 40 FEET SOUTHEASTERLY ALONG PREC/SE GRADING PLAN 1880 COON AVENUE,SUITE 1001CORONA CA.92881-33701951-734-213 iQ Z LAA'ESHORE AND 40 FEET NORTHEASTERLY TO 7HE ALBERH/LL RANCH O 0_ C 79048 m CHISELED 'SQUARE'IN TOP OF CURB AT 8CR. o �fAnt p} 7-13-2023 PREPARED BY * * LOTS 10J-106 OF37SHTS RyEMONH`ABeIB, RCE No. 83156 DATEm� Aj 6_P7_23 q Iwo �P DATE: 1-800-422-4133 CITY OF CITY LINEEAKEELSINORE THOMAS M. CASELDINE �oFCpUF SCALE: FOR: W.O. CITY 23-214 . DATE KB HOME FILE N0. \ SEE Sh'EET NO 2 PERRO IyNO --__ PIAN'S Gy GRAO/iyG TO NC OOfY ---- P/P N O PFR E TRANSR4/N 2 T /NV I p /NII 1 MAX N� 7B.6 / $\ 2.0% a I ----------------MIN \ / 15 -- 6 79 HP vl 2% ti 2 79.4 I _— 10 7.7% 7 I l 78.4/NV �I MIN. 107 PLAN CiC FS I I jI P40=1480.70 1 l l 11480.77 25' 1 I I G�`=14B..10 278.>/NV 2 20t1L17 �I I 80. r 7X% - 25' (� FG ^ .. _ --_--- --- \9 9 5 FG IV I /FG � I ---------------------------- I FG 2 7B. TG r FG 78 I 'HP `O 77.2/NV Iz FG II 2 72 C 76. 108 PLAN 1 .9 2 . V PAD=142 5 .0/NV 17 7.19 I FF=1479.87 FS 855 NTG O 77 27 5% GF=1479.20 P5• 20+ 1 6 ki 10' I I � MIN. 76.6 I FS �I I C J 78. II 2:1 MAX M M� 77..5/N / 1 0 I I 2 78 11 p 78..7 TG 7.9 1 75.1 77.0/N ;24 i 75. .. /NV 7 T J I o 78 HP ------I� I--- 1 7 2 I HP I 2 ix h I ---- CONSTRucnoN NOTES OI IA3'TALL P&YWT 4'SCHL7A/LE 40 P.VC P/PE®0.5X MIN SLOPE 6W AS 5W10V ON". I I I OIA5TALL NOS 6-ROON9 04TE/50 LW 6-SPEE--O&9#6W APPROYEO EOUAL.INSTALL B451V MPIN I 79. 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FOUND ACCEPTABLE �ENG/VEERS 49�M.C�'¢ FROM THE WERSECTION OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A 22 CIVIL ENGINEER PLANNERS*SURVEYORS O DRYDEN STREET 40 FEET SOUTHEAS7ERLY ALONG PREC/SE GRAD/NG PLAN 1880 COON AVENUE,SUITE 100.CORONA,CA,9 2881-3370 1 9 51-734-213 iQ i LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALBERH/LL RANCH N 0 co C 79048 m CHISELED '70UARE'IN TOP OF CURB AT 8CR. o 7-13-2023 PREPARED RY * * LOTS 107 108 R&ON HABIB, RCE No. 83156 DATE I/_ �AL IVI�,�23' OF37SHTS CITY ENGINEER [Y)m 6 27 23 91F0FCµ1F SCALE. DATE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE ND- 23-215 SEE PLAN SET 29214-9 PHASE C / FG. !a?3B? 1 00.0 FG -- n l FG FG t / I I 87.24 'G FG FG 6 - ------------- I I I -------------------- I CONC. DOWN DRAIN 06t, I PER ROUGH GRAD/NG II l I PLANS I { I - I 2:1 MAX ---- 2-1 MAX + I 2:1 MAX ---- ----- U p V I / I (K I ------------ ---------- - ---I FG 4- 7-10 A CONC. 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INSTALL J'X 11'CONCRETE TRASH P40 \ �; EX/ST/NG RE3YOEA X ORNEWAYAPRM01 PER C/lr O LAKE EZS/NORE v SEE SHEET NO. ,..3J STA IN0 117 PER S7REET A(9?0 EMENT PL445 SHEET 40 Fa?T040T.TGS5714, — 6 ERSC 07/11/2023 MB ENG-2023-00254 ry Call before you SEAL-ENGINEER BENCH MARK: SHEET NO. `� �s THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE C/TY OF LAKE EL/S/NORE MARK REVISIONS APPR. DATE liz CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN �FSS/ NO. C-95-JJ ELEV. = IJ56.45 MSL (1929 L7A7UM) cu c 3.11�g,. FOUND ACCEPTABLE �ENG/VEERS 49�M C�'�' FROM THE WERSECT/ON OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A 29 CIVIL ENGINEER PLANNERS*SURVEYORS O DRYDEN STREET 40 FEET SOU7HEAS7ERLY ALONG PRECISE GRADING PLAN `v 1880 COON AVENUE,SUITE 1001CORONA CA.92881-33701951-734-213 iQ C 79048 Z LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALSERHILL RANCH O co m CHISELED 'SQUARE"/N TOP OF CURB AT 8CR. o �fAn O} 7-13-2023 PREPARED BY * * LOTS 109-111 OFt 7SHTS RyfMON H"AB-elB, RCE No. 83156 DATE Lmm (2MALj 6_P7.23 q Iwo �P DATE: 1-800-422-4133 CITY OF LAKE ELSINORE �CITY EINEER oFCpUF SCALE: FOR: W.O. CRY 23_216 THOMAS M. CASELDINE DATE KB HOME FILE N0. 3 00. 3 SEE SHEET NO. 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O5 INSTALL J'X 11'CONCRETE TRASH PAO OLKLS7hW RES/OEMX ORNEWAYAfflm CN PER LYTY Of LAKE LLS/NORE v— O S7A4D9V 117 PER STREET IMPRON£MENT PANS SNL£T 40 FOR TRACT J6457 R G fo' 0 m' zo' a' _ f 1 4 g -- . - 9 -_ _ SCALE/N FEET F G ---- 1 ERSC 07/11/2023 MB ENG-2023-00254 ry Call before you SEAL—ENGINEER BENCH MARK: SHEET NO. �s THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE C/TY OF LAKE EL/S/NORE MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN OF NO. C-95-JJ ELEV. = 1J56.45 MSL (1929 DA7UM) R cu�`allco�,. FOUND ACCEPTABLE �ENG/VEERS 49�M.- CIVIL C�'�' FROM THE WERSECT/ON OF LAAESHORE DRIVE AND TRACT 28214-9 PHASE A 24 ENGINEER PLANNERSS SURVEYORS O DRYDEN STREET 40 FEET SOUTHEASTERLY ALONG PRECISE GRADING PLAN 1880 COON AVENUE,SUITE 1001CORONA CA.92881-33701951-734-213 iQ Z LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALBERH/LL RANCH !7 co C 79048 m CHISELED 'SQUARE'IN TOP OF CURB AT BCR. o �fAn O} 7-13-2023 PREPARED BY * * LOTS 1 12-IIJ OFt 7SHTS RR&OONN H`ABBIIB, RICE No. 83156 DATE CITY ENINEER m� �ALj g_P7.23 q NIA w" DATE: 1-800-422-4133 CITY OFOLAKE ELSINORE �oFCpUF SCALE: FOR: W.O. CITY 23-217 = THOMAS M. 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FOUND ACCEPTABLE �ENG/VEERS 49�M C�'�' FROM THE WERSECT/ON OF LAAESHORE DRIVE AND TRACT 28214-9 PHASE A 25 CIVIL ENGINEERS-PLANNERS6 SURVEYORS O DRYDEN STREET 40 FEET SOUTHFAS7ERLY ALONG PRECISE GRADING PLAN 1880 COON AVENUE,SUITE 1001CORONA CA.92881-33701951-734-213 iQ Z LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALBERHILL RANCH O co C 79048 m CHISELED 'SQUARE'IN TOP OF CURB AT BCR. o fAn r O} 7-13-2023 PREPARED BY * * LOTS 114-117 OFt 7SHTS RyfMON H`ABeIB, RCE No. 83156 DATE mm �d�j 6.21-23 q Iwo �P DATE: 1-800-422-4133 CCITY ITY ENGINEER E ELSINORE �oFCµ1F SCALE: FOR: W.O. CITY 23-21$ _ OF THOMAS M. CASELDINE DATE KB HOME FILE NO. SEE SHEET NO. 31 & 32 _4 - - - P/O/UEZ R ZAIVZE -_- 47. 1 T N h --. 7.45/N n 4.40 4 T "i ---- 9.29, o w 40.94/NV "� 0 4J. TC 9.2% ------------------ � 3.47/NV 6. 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O2 INSTALL INSTALL 84S/N OEPIN SEE PLAN SET 29214-9 PHASE B AQLUSTAIEMS AS A50YR0 N OJ /b5•TALL PRNAIE 4'SCNEOL/LE 40 P.YC 9-f 7NR01/GH CURB PER OETA/L ON SHEET J(SLOPE VARIES fMW/AN£RT AT TG TO CURB®0.50X mov). Q O INSTALL J'X 11'CONCRETE TRASH PAO O5KLS7M RES/OEWX ORNEWAYAPPRr7ACH PER L1/Y Of LAKE EZS/NORE STANDARD 117 PER STREET/MPRONEM6YT&WS SHLET 40 fOR TRACT J6457 R 10' 0 10' 20' 30' V SCALE/N FEET 14, ERSC 07/11/2023 MB ENG-2023-00254 ry Call before you SEAL-ENGINEER BENCH MARK: C/TY OF LAKE EL/S/NORE � SHEET NO. `�s THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN of NO. C-95-JJ ELEV. = IJ56.45 A1SL (1929 DATUM) cu Call�g,. FOUND ACCEPTABLE �ENG/VEERS 49�M C�'�' FROM THE INTERSECT/ON OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A 26 CIVIL ENGINEERS PLANNERS6 SURVEYORS O DRYDEN STREET 40 FEET SOUTHEASTERLY ALONG PRECISE GRADING PLAN 1880 COON AVENUE,SUITE 1001CORONA CA,9 2881-3370 1 9 51-734-213 iQ Z LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALBERHILL RANCH O co C 79048 m CHISELED '3.0UARF'IN TOP OF CURB AT BCR. o 7-13-2023 PREPARED BY * * LOTS 118-119 OFt 7SHTS RyfMO�N H"AB-elB, RCE No. 83156 DATE INEER m� AL j 6.27.23 q Iwo �P DATE: 1-800-422-4133 Cftt OCITY F LAKE ELSINORE �oFCpUF SCALE: FOR: W.O. CITY 23_219 THOMAS M. 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SEE SHEET NO. 26 u \ / O OHYSTALL 3'X>1'CLVYCRE7E TRASH PAO \ \\ IN OLXb'0AG RES/OENW 09£WAYAPPROAC71 PER C77Y L)'-LAKE ELS/N01Y \ \\ 10' O 10' 20' 30' _ STAN04RO 117 PER STREET/NPROGEMENT PLANS 511EET 40 f6W N4CT,76557 \ \ SCALE/N FEET \ ` ERSC 07/11/2023 MB ENG-2023-00254 Cau'^Call ou SEAL—ENGINEER BENCH MARK: SHEET NO. ods THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE C/IY OF LAKE EL/S/NORE MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ESS NO. C-95-33 ELEV. = 1356.45 MSL (1929 DATUM) FOUND ACCEPTABLE ENG/VEERSMC '� FROM THE/NTERSECT/ON OF LAKESHORE OR/VE AND TRACT 282>4-9 PfL4SE A 27 Ciw�ENGINEERS.—NNERS.SURVE"I" ORYDEN STREET 40 FEET SOUTHEASTERLY ALONG PREC/SE GRADING PLAN 1880 COMPTON AVENUE,SUITE 100•CORONA.Ca oz881-337o.ssi-l34-zi3o LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALBERH/LL RANCH N C 79048 m Q Cep Z CHISELED SQUARE"/N TOP OF CURB AT SCR. o v -F4��1/In g^1 Of 7-13-2023 PRO-ARED BY., * * LOT 120 OF✓✓ZSHTS R ON H`AB`IB, RICE NO. 83156 DATE I/ �ALy ryl P XXX/// gim s-z7-za SCALE: DATE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKEELSINORE THOMAS M. CASELDINE a4TE OFCpl1F ED HOME FILE NO. 23-220 SEE SHEET NO. >3 16.2 61.10' FG - 16.2 15.3 61.10' o z FG FG a=1z �-� FG / 14.8 1% - -- � HP 13.8/NV HP 143 LAN F1A ,I 2> 7G iJP 2 15.5 T N 16 ". PAD=1415.30 I. 111 14.7/NV 14.6/NV HP 3' FF=1415.97 I GF=1415.30 I HPf 144 LAN F2BR II I 11 PAD=1416.20 1 J II I FF=1416.87 I I: y, I HP GF=1416.20 p I o 13.4/NV I ' I .9 T + 14.8 2 O14 4/NV 13.9/N � 13, 5 i s' II v I Ij (� HP i 5 lit I I 0 I 15.0/NV Ii 16.0 >5 TG L HP 14.2 V 15 0 I '\ 2 /N ae HP I 15. I 5 L-WI 1 I I HP I O 14.9 T III 11 15.8 O II f3.7/NV Ilan f5.2/NV I 1 48 II- . . I II N 73/ /NV I 19 O 4.68 I I f4.0 13.4 4% I fS I I \ FS 72.99 4.26 I I I �. N 4.8% �� kr' 04 T 14 l r;' 13.57/ 11.58 NV i 1 >3."/NV 6 / /2 N SEE SHEET NO. JO 3 CONSTRucnON NOTES OI /MS'TALL FRNAIE 4'SCHEDL/LE 40 P.V.0 P/PE®0.5%N/N SLOPE 6A7 AS SHOWN CAY PLAY. OINSTALL WS 6"ROUN9 GRATE/50 LAY 6-SPEE-D BASIN UR APPROYEO EOUAL.INSTALL 845IN MPIH "1157NLN5 AS REOU/RE0 ry O3 INSTALL PRNAIE 4'SCHEDULE 40 P.VC PIPE THROUGH CURB PLR OETA/L LAY SHL£T J(SLOPE VARIES fhW MDFI-AT TG TO CURB 0 0.50X N/N.f. Q O5 INSTALL J'X 11'CONCRETE 7&SH RV R OEXIS;7X RES/OEML4L X"WrA-PR04CH PER CRY OF LAKE LZS/NORE STANDARD 117 PER SIREET LIIPROVEMENT PLANS SHEET 40 FOR 77MOr J65f7 10' 0 10' 20' 30' y SCALE IN FEET 14, ERSC 07/11/2023 MB ENG-2023-00254 ry Call before you SEAL-ENGINEER BENCH MARK: C/TY OF LAKE EL/S/NORE � SHEET NO. `�s THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN NO. C-95-33 ELEV. = IJ56.45 A1SL (1929 D47UM) R cu rvallco�,. FOUND ACCEPTABLE �ENG/NEEDS 49�IF C�'%' FROM THE WERSECT/ON OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A 28 CIVIL ENGINEERS0 PLANNERSO SURVEYORS O DRYDEN STREET 40 FEET SOUTHEASTERLY ALONG PRECISE GRADING PLAN 1880 COON AVENUE,SUITE 1001CORONA CA,9 2881-3370 1 9 51-734-213 iQ Z C 79048 LAKESHORE AND 40 FEET NORTHLASTERLY TO THE ALSERHILL RANCH () co m CHISELED '70UARE'/N TOP OF CURB AT 8CR. o �fAn O} 7-13-2023 PREPARED BY # * LOTS 143-144 OFt 7SHTS RyfMO�NH`AB�eIB, RCE No. 83156 DATE 6_P7_23 q Iwo �P DATE: 1-800-422-4133 CITY OFCITY OLAKE ELSINORE �INEER oFCpUF SCALE: FOR: W.O. CITY 23-221 _ THOMAS M. CASELDINE DATE KB HOME FILE N0. ----------------------------------------------------------- SEE SHEET Np 74 37.7 18• 6L 9T FG 1g,�// 17 .5 T 9FG PG 2 5.8 TNIi 42.84'o z — - ON1� I 1 HP .5/NV 1 F/P II �I 19�5 PLAN F1C I 7.4 I PA0=1417.10 I Np ✓%�� $ _e'j FF7417.77 I1 OF-f417.10 If i N� Ilt iHp �I I 2j5'g INV _e A A 16.2 INV LAN F38 11:� � 1.6� 146 2 �2 6 146 '14,800 \\� ro I 15.5/N 15.2/NV \\ Np 67 4j8•00 1i GF'1418 14 1 17 I 5 A 69, a^i\ ©15.6INV I 17 15•9 INV© 1 Np \ 444 I I. \ az\\ 1 II h,P9 E/PT�J �* 7\ 17 r� m \\ Np 1? 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DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN �FSS4 NO. C-95-3J ELEV. = 1J56.45 MSL (1929 L47UM) � cu Call�g,. FOUND ACCEPTABLE �ENG/VEERS 49�M.C�'C' FROM THE INTERSECTION OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A 29 CIVIL ENGINEERS PLANNERS6 SURVEYORS O DRYDEN STREET 40 FEET SOUTHFAS7ERLY ALONG PRECISE GRADING PLAN 1880 COON AVENUE,SUITE 1001CORONA CA,9 2881-3370 1 9 51-via-213 iQ Z LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALBERH/LL RANCH 0 co C 79048 m CHISELED '70UARE'IN TOP OF CURB AT BCR. o 7-13-2023 PREPARED BY # * LOTS 145-146 OFt 7SHTS RR&OONN H`ABBIIB, RCE No. 83156 DATE mm �ALj 6.27.23 q NIA �P DATE: 1-800-422-4133 CCITY ITY ENGINEER E ELSINORE �oFCpLF SCALE: FOR: W.O. FILE 23-222 = OF THOMAS M. CASELDINE DATE KB HOME FILE N0. SEE SHEET NO. 28 1 11 - i - - - - - - - 72 -- +gJ - - - MPR� �v L 14 f7 TC 1 T - 4.31 13.71 /NV N 13.19/NV 13.85/NV I I \ I 14.8 T �\ f4.35/ - 6.02' T 61.00' i 40.42 . 14. 4 S�� I ^e. FS FS \ 14.91 14.72 FS Fs / o I I 23' 50 / ry9�0 h �. I II' 17 - 7" I h 214.E /NV 1 I 1 f6.3 I O 1 7 7G 1 16" 214.1 /NV I} }I 14.5/NV lice se 1 .9 TG 1. I \ 11 I 13.9/NV HP Ice / 116 13 I/^ I 5.8 G 11 I I HP7 .3/NV'4V I 14 I I 6.5 1 HP yg I 1.8 HP 06 I I TG `I 4.7/NV 'I� 14.3 >4.1 /N 2 3, I 1O' I hV I I 1 I. 148 LAN F2C 16.1 I� ,1 .1>� 147 PAD=1416,JO HP I 1 O LAN. 16. li o �.I HP FF=1416.97 I �` 16.2 �11� PAD=1416.70 70 5 HP GF=1416.30 II _-1---- 9.6 HP 1 FF=1417.37 r I I FG 1 9' GF=1416.70 1Ll 1 vo? 11 15.6 h +1 15.6 I I 4.3/N 2 N I 4.6/NV 2I` 1 1 19 TG 2 h 16.0 I 5.0/N a I 2 �17 f 1 1 HP g3 1 9 /FG , 29.5 \ � FG 16.7 Z� FG ; 2:1 MAX ti CONSTRUCT/ON NOTES �1 70, 31 07 INSTALL PRIVATE 4'SCIIEWE 40 P.YC PIPE 0 0.5%MIN SLOPE LW AS SHOWN ON PL4V. _ NO OZ /15'TWL NOS 6"ROUND OM7E/50 QY S-9S ZE-D&W OF APPROWP faW.116TWL 849N DEP711 ILl/ L A0/USAII IS AS REOU/RE0 SE OINSTALL RI 4'SCHEDULE 40 P.YC PIPE IHROUGI/CURB PER Z TA&aV SHLZ7 3(SLOPE VARIES fXOJ//M2RT AT/0 r0 CURB®0.50X MN).. Q 05 INSTALL 3'X 11'6MV?ZIE 77AW P40 R OEX/S)7X RES/OEN7X ORNEWAYA'PR04Lf/PER C/IY OF7AKE LZS/NORE STANDARD 117 PER SNEE7 LI/PROY£MENr PLANS SHEET 40 FM 77NOr 36557 96 a 10' 0 10' 20' 46.6 v SCALE IN FEET Q 1 ERSC 07/11/2023 MB ENG-2023-00254 ry Call before you SEAL-ENGINEER BENCH MARK: SHEET NO. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN CIF NO. �s THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE MARK REVISIONS APPR. DATE C-95-33 ELEV. = IJ56.45 MSL (1929 DA7UMJ C/TY OF LAKE EL/S/NORE R all g Y FOUND ACCEPTABLE �ENG/NEEDS 49�M.C�-% FROM THE INTERSECT/ON OF LAKESHORE OR/VE AND TRACT 28214-9 PHASE A jQ CIVIL ENGINEERS0 PLANNERS.SURVEYORS O DRYDEN STREET 40 FEET SOUTHEASTERLY ALONG PREC/SE GRADING PLAN iaeo coNProN AVENUE,sulrE ioo.coRONA,CA,szaei-3avoas-vaa-zniQ Z LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALSERHILL RANCH O co C 79048 m CHISELED 'SQUARE'IN TOP OF CURB AT BCR. o �fAn O} 7-13-2023 PREPARED BY # * LOTS 147 148 OFt 7SHTS CITY ENGINEER RCE No. 83156 DATE Lmm �d�j 6.27.23 q Iwo �P DATE: CITY ENGINEER 1FpFCµ1F� SCALE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE IN 2.3-22.3 -----------_/ , SEE SHEET NO. 34 35 456 99.00' 2.1 MAX FG -------------------------- 86.39' fG � 5fG rn 'Moo 6 5 G. = a 2:1 MAX 2:1 MAX / old FG 34.6 FG HP o 38.2/N 1 13' 1X 1X 1 1 �" T' -r- --NP 1 3 NV NP 151 PADP� 67 li 4.4 I 40 N IirG 10 �F��40.00HP . 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TG 3HP l I' I HP 1 k 33.2/N I I ^rl' (,V 1 5' Lae 11 3.1 T iI , ? ae I 36.6/N 2 37.6 2 .6/NV I. 2 32.4/NV 111' I II V 1 I � I \ `0� 0 k 11f FS1 31 6 J f I l I \ / \\ I / 1 ti � \� 3 F FS I a 0 FS 7 �_ Fs / ti / III I f / 3 64.53' CONSTRucnoN NOTES OI hWTALL PRNAIE 4'SCHL7A7LE 40 P.VC PIPE 0 0.5X AW SLOPE 6W AS SI10/YN OW". ----,�i "^i 9.27 \\ R O2 /A(9TALL NOS 6-ROUN9 041E/50 LUN 6-SPEE-O MW 6W APPROYEO EOUAL.INSTALL B451V MPN ',, -N- 33.-46 - 2..57_ / f AS WOREO �'� - .�, I 29.11 /NV AQLUSIAlE / O3 AtSTALL PRNAIE 4'SCHEOI/LE 40 P.VC PIPE7NROI/GH CURB PER DETAIL ON SHEET 3(SLOPE VARIES ---- 34. fMW AW£RT AT TO TO CURB 0 0.50X A/1Nf. - _ 6 _ PIONEER LANE OS INSTALL 3'X 11'CONCREIE IRAS//PA0 \_ -� T R O STHANLAV 11REM SIREET,IPIANS YO'L0F� .T6557 J/ _ --- - ----- - ------ -_ _-_- !i 0 - SEE SHEET NO. 26 & 27 SCALE/N FEET ERSC 07/11/2023 MB\ ENG-2023-00254 ry Call before you SEAL-ENGINEER BENCH MARK: C/TY OF LAKE EL/S/NORE � SHEET NO. `�s THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN �ESS1 NO. C-95-33 ELEV. = IJ56.45 MSL (1929 DA7UM) cu Call�g,. FOUND ACCEPTABLE �ENG/VEERS 49�M C�'¢ FROM THE INTERSECT/ON OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A ,jJ CIVIL ENGINEERS-PLANNERS6 SURVEYORS O DRYDEN STREET 40 FEET SOUTHEASTERLY ALONG PRECISE GRADING PLAN `v 1880 COON AVENUE,SUITE 1001CORONA CA.92881-33701951-734-213 iQ Z LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALBERHILL RANCH O co C 79048 m CHISELED '3.0UARE'/N TOP OF CURB AT 8CR. o �fAn p} 7-13-2023 PREPARED BY * * LOTS 149-151 OFt 7SHTS RyfMON H"AB-elB, RCE No. 83156 DATEm� Aj 6_P7_23 q 1w� �P DATE: CITY ENGINEER IFpFCµ1F SCALE: FOR: W.O. qTY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE N0. 23-2.24 j ZS ,. SEE SHEET /ti/p 34 62.77'- FG 3.5 2.•1 M X M � o °j 46 1 FG FG i � 7 - 6. FG / T rn �.... / 4 T y w \; T q 44.5/N 72.0 % \ -FG � N �0' IA _ j /j 1 5 4 1� Z 4 0 T r N 4 HP 44.4 /NV 1 Q) 1 1' 7. 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OS INSTALL 3,Y I P CONCRETE NA N PAD O� _ OEX/SANC RES/OEWX DRAEWAYAPPRLd4CN PER MY X LAKE EZMWE \ I j�-� ---- 46 3 /NV V� STANO4RD 117 PER STPHT AFRO"ENT PANS SHEET 40 F6W IR OT 36557 gS.BB - Oj DROPPED G41NGE 10' 0 10' 20' 30' 13 I SEE SHEET NO. 25 & 26 -- SCALE IN FEET 14, - ERSC 07/11/2023 MB ----- -- - - --- ENG-2023-00254 ry Call before you SEAL-ENGINEER BENCH MARK: SHEET NO. �s THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE C/TY OF LAKE EL/S/NORE MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN �ESS7 NO. C-95-33 ELEV = 1356.45 MSL (1929 DA7UM) Qz cu Call�g,. 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DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN LESS NO. C-95-33 ELEV. = f356.45 MSL (1929 DA7UM) R cu�`allco7Y FOUND ACCEPTABLE �ENG/VEERS 49�M.- CIVIL C�'¢ FROM THE INTERSECTION OF LAAESHORE DRIVE AND TRACT 28214-9 PHASE A ENGINEER PLANNERSS SURVEYORS O DRYDEN STREET 40 FEET SOUTHEASTERLY ALONG PRECISE GRADING PLAN 1880 COON AVENUE,SUITE 1001C0R0NA CA,9 2881-3370 1 9 51-734-213 iQ Z LAKESHORE AND 40 FEET NORTHLASTERLY TO THE ALBERH/LL RANCH O co m 'SQUARE' URB AT BCR. o �fAn p} 7-13-2023 PREPARED BY C 79048 CHISELED IN TOP OF C * * LOTS 154-156 OFt 7SHTS RR&OONN HHAABBIIB, RICE No. 83156 DATE Lmm (�MALj 6_P1-23 q NIA �P DATE: CITY ENGINEER 1FpFCµ1F SCALE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE N0. 23-226 SEE SHEET NO. 31 53.66' 61.51' olZ 71._,5-/ J? -- FG •moo' e 7FG Fp Z 60.69' o_ \ �"V 6>.31' 75.f � BIZ FG 0.9 TC 7 3 75 HP 2FC q, ----.. 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DATE C-95-3J ELEV. = IJ56.45 MSL (1929 DATUM) R all g Y FOUND ACCEPTABLE �ENG/VEERS 4 M.C�•% FROM THE INTERSECT/ON OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A 34 CIVIL ENGINEER PLANNERS*SURVEYORS O DRYDEN STREET 40 FEET SOUTHEASTERLY ALONG PRECISE GRADING PLAN 1880 COON AVENUE,SUITE 1001 CORONA,CA.92881-3370195-�3a-2n iQ C 79048 Z LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALSERHILL RANCH () co m CHISELED 'SQUARE'/N TOP OF CURB AT BCR. o fAn t p} 7-13-2023 PREPARED BY * * LOTS 157-160 OFt 7SHTS RyfMON H"AB-elB, RCE No. 83156 DATE m� � j 6.21-23 q Iwo �P DATE: CITY ENGINEER 1FOFCµ1F SCALE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE N0. 2.3-227 SEE SHEET NO. 30 6 >> 4� �'> FO Fc � >> 59.37 o�z FG `•pow. 59.66 olz FG 'tee. 60.17 FG N 1 3. T 58 5�25 FG J ---------------- - C��L/ N1` 52.1 FG FG /NV 5 0 5 O FO FG - -- FG fib\ \-8j-3 oIz 7 TG 1g FG ri1� RET. 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FOUND ACCEPTABLE �ENG/VEERS 49�M C�'¢ FROM THE/N7ERSECT/ON OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A 35 CIVIL ENGINEERS•PLANNERSO SURVEYORS O DRYDEN STREET 40 FEET SOUTHLAS7ERLY ALONG PREC/SE GRADING PLAN `v 1880 COON AVENUE,SUITE 1001CORONA CA.92881-3370.vs-734-213 iQ Z LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALBERH/LL RANCH () co C 790418 m CHISELED '70UARE'IN TOP OF CURB AT BCR. o �fAn O} 7-13-2023 PREPARED BY # * LOTS 161-164 OFt 7SHTS RR&OONN H`ABBIIB, RCE No. 83156 DATE (2MALj g_P7.23 q NIA �P DATE: m� CITY ENGINEER -TL1FOF F SCALE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE IN 23-2.2$ SEE SHEET NO. 29 FG 33.41' 37L/ I o Olg FG C9' 54.88 60.13' qg 6 ry "y 44.1 �i o z FG 44 1 4.4 T ° FG 60. E . FG 42.4/N 2 \ 1% 48. FO I. - HP 11 2 .O � 35. T 7. 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TC 38.62 ------------ 1 TC _ N 42 57 4.64/NV ti _ --- 42.05 -- � ^ /NV ------------------------------ _ ---�- -------------------- 2 �- J------ -- ------ -- -- - - /1iIYRTL� ------ a CONSTRUCT/ON NOTES SEE SHEET NO. 17 Ol INSTALL PRNATE 4'SCHEDI/LE 40 P.VC P/PE®0.5X MIAS SHOWN aY PLAN O2 INSTALL NOS 6"R01IND CR X IM 6W 6-SPEE--D 5UN OR APPROVED EOUAL.INSTALL BAS/N DEPTH ARLUSTII IS AS REDU/RED ti O3 INSTALL PRNATE 4'SCHEDULE 40 P.YC PIPE WROUGH CURB PER DETAIL aV SHEET 3(SLOPE VARIES /Tr1211/MFRT AT X TO CURB 0 0.50X AIN).. Q O5 INSTALL 3'X 11'CONCRE/F TRASH PAD R OEX/SRAV RESIDE W ORNEWAYA-PROACH PER WY MAKE LZSAN S7hVa RD 117 PER SKEET LIIPROYEMENT PLANS SHEET 40 FOR 77MOr 36557 to' 0 70' 20' 30' V SCALE IN FEET 14, ERSC 07/11/2023 MB ENG-2023-00254 ry Call before you SEAL-ENGINEER BENCH MARK: SHEET NO. �s THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN NO. C-95-33 ELEV. = IJ56.45 MSL (1929 DATU C/TY OF LAKE EL/S/NORE M) R cuCallco7Y FOUND ACCEPTABLE �ENG/VEERS 49�M C�'¢ FROM THE INTERSECT/ON OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A 36 CIVIL ENGINEERS•PLANNERS6 SURVEYORS O DRYDEN STREET 40 FEET SOUTHEAS7ERLY ALONG PREC/SE GRADING PLAN 1880 COON AVENUE,SUITE 100.CORONA CA.92881-33701951-734-213 iQ Z LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALBERH/LL RANCH () co C 79048 m CHISELED "SQUARE"/N TOP OF CURB AT BCR. o �fAnr p} 7-13-2023 PREPARED BY * * LOTS 16.J-167 OFt 7SHTS RR&OONN H`ABBIIB, RCE No. 83156 DATE Lmm �ALj 6_P7.23 q NIA �P DATE: CITY ENGINEER 1FpFCµ1F SCALE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE IN 23-2.29 EROSION CONTROL NOTES.' 1. EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH 017Y OF LAKE ELS/NORE ORO/NANCE NOS. 529, 772 1004. 12.DES/LT/NG 845INS MAY NOT BE REMOVED OR MADE INOPER48ZE BETWEEN OCTOBER 1 AND MAY 1 W/TNOUT THE CONSTRUCTION S17F BEST MANAGEMENT PRACTICES(BMPS)AND STAN04ROS OUTLINED NNIN THE LAKE RS/NORE DES/GN MANLAL APPROVAL OF THE C/TY/NSPEOMR. _ I 2. INCASE OF EMERGENCY, CALL U47T MA730N 562-441-2050. 13.LAOS/ON CONTROL OENCES SHALL NOT BE MOORED WITHOUT THE APPROVAL OF THE CITY LNGINFER. 222 Z 1 Z 9 ALL PUBLIC STREETS SHALL BE A6VN7A/NfD FRLF OF DUST AND SEDIMENT G41JSL77 BY GR401NO 0401 221 11 =1�' 4.A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL AME3: NECE3x4RY U47ER14LS SHALL BE AVAILABLE14 RENSED PLANS SHALL BE SUBM/TIED TO INE C/IY FOR APPROVAL.ON-SITE AND SIOCKP/LIV AT CONVENIENT LOC4AONS 70 FAC/L/TALE RAPID CONSTRUCAON OF EMERGENCY DEVICES WHEN R41N/S 15. THE CONTR4040R SHALL SUPEROSE EROS/ON CONTROL #ORK/NACCORDANCE WITH THE APPROVED PLANS THE WORK IMMINENT. ALSO INCLUDES BUT/S NOT L/M/IED T0, /NSPECAON OF ERGS/ON CONTRIK ML"A.SURES BEFORE RNNSTORM AND 5-DAY 5. EROS/ON CONTROL OEAGES SHOWN ON THIS PLAN MAY BE REM04ED WHEN APPROVED BY THE BUILDING AND SAFE7Y�PUBUC PROM81L17Y RNN FORECAST.WORKS/NSPEC70R IF THE GRADING CPEZI H4S PROGRf-Y20 70 THE POINT(WHERE NfY ARE NO LONGER REQU/R224 6. GRADED AREAS ALWCENT 70 17LL SLOPES LOCATED AT 711E S/lE PER/METER MUST 16.DURING ROUGH GRADING OPERATIONS ANO PR/OR TO CONSMICAON OF PERMANENT ORNNAGE SIRUC7URES 7EMPoRARY ORA/N AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORK/NG L14Y. DRAINAGE CONTROL (BEST MANAGEMENT P24CT/CES, BMPS)SHALL BE PRONDED TO PREVENT POND/NG WATER AND DAMAGE 22TO ALx/ACENT PROPER77ES 7.ALL S/LT ANO DEBRIS S/fALL BE REMOVED FROMALL DEVICES'lY/IH/N 24 HOURS AFER EACH RNNS7ORM.27 8.A GUARD SHALL SE POSTED ON 711E S?E WHENEVER THE DEP711 OF WATER/N ANY DEVICE EXCEEDS 2 FEET. THE DEVCE 17.IMPLEMENTFL/G/OVE OUST CONTROL MEASURES DUST BY WA7ER/NG OR OTHER APPROVED METHODS/N COMPLIANCE W/7H21 28 25O SHALL BE DRAINED OR PUMPLD ORY W/TH/N 24 HOURS AFTER EACH R41NS70RY SOUTH[BAST A/R 421MU7Y AANAGEMENT DISTRICT(SCAOMO)RULE 40J 28 2469. EXCEPT AS OTV0WSE APPROVED BY THE BUILD/NO AND S4FE7Y INSPECT0R ALL REMOVABLE PROTECTNEDEVICES S110#W 18.FOR SLOPES 3.•1 HV OR STEEPER.'SLOPES EpUAL TO OR GRE47ER 7MN 3 FEET/N VERTIGO[HEIGHT SHALL BE 209 SHALL BE IN PLACE AT THE END OF EACH IYORK/NG 04Y OR WEEKENDS WHEA7 THE 5-DAY RAIN PROR4B/L/IY FORECAST EXCEE775 288 28 _ 251 - 4OX. PLANTED WRH DROUGHT 70LER4NT OR4SS OR GROUND COIER AT A MAX/MUM SPAC/NO OF 12/NCH ON CENTER SLOPL3•I EXCEED/NO 15 FEET/N IERT/CAL HE/G//T SHALL BE PLANTED W17H APPROVED SHRUBS NOT 7O EXCEED f0 FEET ON CENTER,24� 1 10.ALL LOOSE SOIL AND OEBR/S WH/CH A/AY CREATE A P07E�V714L H47AAD 70 OFF-SITE PROPERTY SHALL BE REMOVED FROM OR TREES SPACED NOT IO EXCEED 20 FEET ON CENTER OR SHRUBS NOT TO EXCEED 10 FEET, OR A COMB/NAAON OF 208 / 289 = \ THE S/TE AS DIRECTED BY THE PURL/C WORKS INSPECTOR. SHRULLS AND TREES NOT IO EXCEED 15 FEET/N AD0/7/ON TO 7NE GROSS OR GROUND LYIIER. SLOPES THAT REOU/RE 24, , 11 THE PLACEMENT OF A019/770AI DEVCES TO REDUCE EROSION 04446E WPVIN THE S/7E SHALL BE AT THE D/SCREAON OF THE PL4N77146 SHVL BE PROl4DE0 WHH AN IN-GROUND/RRIMTON SYSTEM EQUIPPED WN AN APPROPR147E 840KFLOW DEVCE 09Y LNG/NLER. PER CAUFORNLA PLUMB/NO CODE OW7ER 6. A/E SLOPE PLANANG AND/RR/64AON SYSTEM SHALL BE INSTALLED PRIOR;70 207 290 32 6n ?53 PREC/SE CR40/NO 17N41/NSPECAON. 2 a ,� \ 229 ♦::� v / 1 291 322 28 m 254 244 ` 30 f 27 ' 292 32>I\ 1 279\\ \ 55 243 �r ° 206 I I I�293 28 27 256 24 232 �� 258 0 929 75 294 � 3 30 7 240 R BMP&L.S.REFER RGPECP FOR � 74 �� 1 i a 17 _ 203\A \296 274 332 s 260 38 237 g�Q�� ,7 202�A 376� 7 267 2�� ALBERHIC -ROAD 3 01 �298 315�\ 3333 �pc���� 6263 �� �� '_ �r_r� � �� 96 •91 B 20 N.A.P. 314 27, 64 7 / 41 7 6 105104 703102 701 700 gg 9 p 95 90 21 22 23 v �� 706 YRTLE � 300 109 �77473 � 93 4 88 v CIRCLE I 26 � � 307 SIRE 30 29 2 fj >9 v 302 377 3 >1 157 Ali 75 159 16 >61 16 40� >63 7 a 1 9 303 390 175 15 64 ES 32 33 34 27 34 16 � 195 v 309 � 339 34 341 342 343 4 / 776 - - ��"'� �'� w 2 4l lE �V0� �� 794 �s 306 907 30� ---- - 177 2 772 154 153 52 151 150 149 168 E / 147 37 j, EROSION CONTROL LEGEND.• 792 - 78 784 78 182 781 J80 779 778 �, 114 >15 �'1'Fca p L ONE I 6 , �148 7YP 745 8 j� '- TRACT BOUNDARY 797 790 189 188 18 78 ` 16 11 11 119 I_ 44 �� i/ �i �1 000000C= SE-8 GR4VEL84GS 1 728127726 = ����Z� B4 21SE-1 S/LT FENCE 727 ♦ F ;��� A 1/ 130 725 124 723 72 / 1��9 83 40 " A NS-10 4EH/CLE S70R46F AND A/A/NIENWCE REFER RGPECP FOR BMP&L.S. •DWI ,, ® C WV-8 CONCRETE WASHOUT MANAGEMENT 147 11 42 /' 65 67 EMPRESSq ��R i 140 �. M WIf-1&2 MA7ER14L USE AND STORAGE 1 j 732 733 39 �� 64 \ 68 ��7,SG - � 80 �V✓F 1✓ ��11 © SE-7 STREET SWEEPING FIBER ROLL "• 7 �1� B"M/N OL4. V N.A.AP 1 /- 4 PAVED S7RE= 7YP. 63 V 69 70 71 - 7 S ( 7 WE-f {VINO EROSION FIBER ROLL V 7 ¢ �44 �o wA � 2"M/N 4"MAX `SLOPE'V•9RT 62 Q �3 74 75 76 -- J /�/ ® E 7C-f STAB/V2ED CONS7RUCAON ENTRANCE 0 4� 1 4'MAX 4'MAX 46 DEEP �� LADRILLO ST/�EET rc-s nRE WASH � 60 y ° 54 - - 10 WM-5 WASTE MANAGEMENT WOOD STAKE ALA '1 F/BER ROLL 53 52 49 . i o 3/4"x T14"WOOD STAKE / (�) AW 4'SPACING 51 ,5Q / >O GA. WIRE 11 fYBER ROLLS PLAN VIEW SECT/ON A A T/Es 3 EA. 2"X 2"NO. 2 m m OP // FABRIC c' n F/BER ROLLS N.T.S. WOVEN FABR/C Q \ / /S AMOCO IJ80 �� " INLET PIPE m EROSION CONTROL CONSTRUCT/ON NOTES.' S/LT STOP ANCHOR FABR/PAD 3' 3' - / -11gUllll a -� _ / - 1 INSTALL INLET PROTECT/ON PER DETAIL HEREON sE fo 11 EA. � � i � � �p�\ � / �IIII = J T� \ EXIST. ORD II^ 1 = PROPOSED 6"SO. SECT/ON ;4"- A" v 2❑ INSTALL SILT FENCE PER DETAIL HEREON SE-1 8,600 L.F. r J FRONT VIEW GROUND S/DE l//L�Y 3"MIN. OPENING BETWEEN �A Mrz - BAGS ON TOP ROW 150' O 950' 300' 15Q' � 2 11 INSTALL F/BER ROLLS PER DETAIL HEREON sE 5 1,767 L.F. q= n S/L T FENCE n INLET PROTECT/ON (CASOA SE-10) SCALE/N FEET ERSC 07/11/2023 MB N.T.S ENG-2023-00254 Call before you SEAL-ENGINEER BENCH MARK: C/TY OF LAKE EL/S/NORE SHEET NO. ^1V11 �s THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN �FSSI NO. C-95-JJ ELEV. = IJ56.45 MSL (1929 D47UM) R cu Call�g�,. FOUND ACCEPTABLE �ENG/VEERS 49�M C�'¢ FROM THE INTERSECT/ON OF LAKESHORE DRIVEAND TRACT 28214-9 PHASE A 37 CIVIL ENGINEERS PLANNERS0 SURVEYORS O DRYDEN STREET 40 FEET SOU7HEAS7ERLY ALONG PRECISE GRADING PLAN p 1880 COON AVENUE,SUITE 1001CORONA CA,9 2881-3370 1 9 51-via-2,3 iQ Z LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALSERH/LL RANCH N co C 79048 m 7-13-2023 PREPARED BY CHISELED 'SQUARE"/N TOP OF CURB AT BCR. o a v RyEMO�NH`AB�eIB, RCE No. 83156 DATE I/_ I �VI� �* EROSION CONTROL PLAN OF37SHTS CITY ENGINEER JnGd � „ 6 27 23 9TFpFCµ1F SCALE. DATE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE N0. 23-230