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Home My WebLink AboutAPPROVED 214 - Signed - Tr 28214-9 Phase A PGP-signed GRADING WOR NOTES. CITY OFLAKE EL SINORE tee.:. �Ro. 1. ALL WORK SHALL BE DONE/N ACCORDANCE WITH THE C17Y OF LAKE ELSINORE 3�'"`;; �s H��NOLS 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';';':':':':' of 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. PHASEA 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'pE 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 PETRa 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 T VERTICAL, UNLESS LESS CENTER. SLOPES OVER FIFTEEN FEET(15) /N VERT/CAL HEIGHT, /N ADDITION TO MISSION P E✓O, CA. 92691 TEMECULA CA 92591 GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR CONTACT MA7750 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. ._ 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 S/TE AT ALL T/ME. GRAYSO R. WAL GE 871 Ecf,� * 31315 CHANEY STREET SLOPES. SOILS 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 �� FcZoc 4�oF�A`\Fpaa (951) 674-3146 SLOPES OVER 5'HNGH COMPLETION OF GRADING OPERATION. (�}F�wunw000 SEWER. ELS/NORE VALLEY MUNICIPAL WATER DISTRICT JAMES A. LAR OD CE 6 '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 (951)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, CA. 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, CA. 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/VERB/DE, CA. 92502 CERTIFICATION OF BUILDING PAD ELEVAT/ON. 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 ELEVAT/ON 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 ENGINEER 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 8MP TABLE SUBSTRUCTURES B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACT/ON, NOTES.' CONSTRUCTED SHOWN PERMANENT/ BASIN PER PLAN ON SHEET BMP TYPE BENCHING AND FILLING OPERATIONS SET NUMBER TEMPORARY 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 DRAIN SHEET 16 MW5—L-8-16-3=8=V—UG PERMANENT D. WHEN ANY UNUSUAL GRADING CONDITIONS BASIN A ROUGH GRAD/NG SHEET 16 B/O—REIENT/ON B45/N TEMPORARY ERSC 07/11/2023 MB ENG-2023-00254 ICONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION QUANTITIES h CONSTRUCT/ON. SEE SHEET 2 PLANS WD/D: 8 JJCJ952 I J Caul bnl 11 o. SEAL—ENGINEER BENCH MARK: SHEET N0. 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 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 awu ENGINEERS:auNNeas.suav"'S DRYDEN S777EL7 40 FEt7 SDUTHEASIERLY ALONG PREC/SE GRAD/NG PLAN 1880 COMPTON AVENUE,SUITE 100 CORONA.Ca s288I-331o.951—T3.-2I3o LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALBERH/LL RANCH �I c 7eoae m CH/SELEO SQUARE"IN TOP OF CURB AT SCR, o 7-13-2023 PREPARED BY.� * * TITLE SHEET pF.37SHrS � R O�N HABBIIB, RCE No. 83156 DATE m� �A� 6-21-23 �V� P DATE: CITY ENGINEER THOMAS M. CASELDINE ATE gTE'OF SCALE. FOR HOME W.O. FILE N0. 1-800-422-4133 CITY OF LAKE ELSINORE 2 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'S01061LE 40 P.VC P/PE&0.5,E MIN-VaT ORAS-ww O)v am 18,995 LF. 22��1 O G15TALL A IS 6'RL a?47E,�50 OW 6'.SAFE-D 849N OF ABED 01N_G16T&L 534 EX 21 I M9N LU7H A-aW7AEN75 AS fif40RfD PER LETNL S7E£T.I 221 220 , 3 /NS'TALL PRIME 4f'K IfXILE 40 P.YC RfR/7/fiRC#CURB PER&7A/L aV_9A&7 J(SLOPE MI ES 166 EA. 40 ® 37' 219 O fROM/AVERT AT TC 7O CURB®.5%WAY) 40 35' 217 2f8 - _\ 7HE A60VE OUANG4 28114-9 INSTALL fRNA7E 4'SCHED//LE 40 P.Y.0 f9PE INTO 9 4f�SID W DRAIN bVX AT AaT AND "6 40' 37" J d. 216 ® /NYERT SHOWN OW PLANS 211 1 2 EA. �o 215 2fa Q lam 3'X 11'CONCRETE m-w PAO 89 EA. hN 213 225 • 212 227 220 �I © EXLSRAG'RE57DEML9L a9XWAYAPPR04C11 PER COUNIr OF RAERS/DE S,AWa D 89 EA. - 7.NND PER S7RELT/NfROIE,NENT PLANS M4CT NO. SWIM PARK NO 20 84 24,1 NOTDROP R9CE FOYJ7m 6 EA. I � 210 286 2 250 I� 9�11 (2 209 2ss .q E.• 7177ES H4VE BEEN ES77MAlED BY THE ENGINEER FOR 287 o I 288 283 251 �) PERMIT PURPOSES ONLY. IHE CON77Z4CTOR SHALL OE7ERM/NE HIS OWN OU4N7777ES 1,959 S0. FT. 2,655 S0. FT. 2,824 S0. FT. 1,959 S0. FT. 2,404 S0. FT 2,824 S0. FT. 247, I I1 0 289 1 ME Y 1. WALLS AND FENCES SHALL BE CON57RUC7E0 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 CON7RACTOR SHALL BE RESPONSIBLE TO COORDINA7E WORK/N CLOSE PROXIM17Y WITH THE �/OIJSE PLAINS - P07 2s0 325 UT ZIRES, SIRU07URES, DRA/A44GE, LANDSCAPING, ETC. / 323 � 253 N.T. y 28" z ... !! :. 'O S. PARK 291 i 322 26 254 2 / 4 y„\ j UI/'LOT" " 280 M 64 93 O _ 2 279 255 a. 9 9iL� � LVCI° '. 11 256r _ 1 293 320 328 278 _ 257 2 ` '�� • O 149, 6s ats .,.2s :n4 2� �3,7'z RQpO� 3� j ft 1� p � s 27s zs3 2da. �YAn 23 \, V�� 0'�i ✓\ N� , N f N�o '11" '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 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 ll 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 L6 —., 5 �■ 2s 1■ o INDEX MAP LEGEND � � 197 302 311 337 / 4 34 � � �■+ �■ _____ 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 7RACT BOUNDARY15 31 � ♦ _ �--. 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 0Z S " 191 g B _T 16 1 ------ � 13s 13a s � "° gym,� 6 to 1 s � ��i♦�� ♦ 3 ��/ - EN/-LANCED ARCH/7E07URAL ® AC UNIT "1♦'" ----------- ELEYARON - - EX/SRNO WAIfR i • '• 128 __ ♦♦A/♦♦: �--�♦1 �j. -- &Of WILL POF LA14,904PE f7AN5 ' .„ ♦♦ Off, -�- - — 3 .�► a 12 121 ♦ ;. _ t� i � i....� �-„1 EX/SRNO f7RE f1YDRANr '—— IHDCE(H/Glf/Po/NTf EX/SRNO WWA)D?NYAL6E 123 122 42 � m �'. 1z4 ��;�q,�, ♦ , ♦i,12 �'�/ ,' � PROP s7Eez G47E ExrsnNc BLDW Off E/1,/P/?ES 14 �` ♦. e ''O(v!� at i // �.� / m RETA/NINC WALL EM77AV AIR WC 131 CIRCLE q ♦♦�♦5�� / // i i� LWO0410 Jrcz EXrsnNO PoIY£R PoLE ♦♦♦l DEEPENED F005A0 IY PR527NO NER PER SEA.PUN 134 138 V�� ♦♦ . /� % 1.00 OEEPENLD fOY7RN0 MP7N ti 3 136 .1 80 �0� EX (1007.07) L071N0 ELLYNA21 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 YAC PER.SEP.PL4 76 N N SC4LE.' 1" 150' - i ■O M M M O R A24 PA711 OF 770fT PROPoSEO RIP-MP PER.SEA.F7,W a 61 �DR1LLO STREW_ 47 46 r r # f sEOsmEETL16Yf — EX55NOISMV 'CONTDURS 59 58 58 55„ s EX/SRNO M7Y OF PAIEMENT IDP Or SLOPE a 53 " /�i - — — - LX/57/NG O/RT Ra4O 70i Of SLOPE 51 50 PARK - 6x/SRNC R/CHT OF WAY o CEMFRL/NE 0/ffERENCE/N fFANO GF o EX/SMAG SEVER WNl/fENCE.REFER 70 WALL FENCE R PLANS FOR AI IERA4L RPE AND Z"MX R (SOUARE&l9 140T SENT fYUS7fR 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.• ROXII0RA0/A6:• C/7rOFLAA'EELSINOREALDERI//LLR4N0117&C728214-9ROUCH0R40/NO'21-J69 = I �� I S7REELS C/Ir OF LAKE EZS1N0AE NCBERHIU RANCH TRACT 26114-9 SIREET N ROYEMENT PLAN 21-391 v 150' O 750' 300' 450' WAIER&SEWER• ELSINORE YNJlr MUNICIPAL W)V?0/S7R/CT ALPE?N1LL RANCH 77NOT 28114-9 00MR&SEWER 19"W09WW PUN STa4M 00 21-091 m / DRAIN• 07Y OF LAKE EZS/NORE STORM OR4/N/MPRO4EMENT fYANS'77NOT 28214-9 `�—' • WALLS&fENCES• C/IY OF LAKE EZS/N0AE PER/ME7ER WALL&fENGE PUN 77NOT ASAP AV 28214-9 SCALE/NFEET ERSC 07/11/2023 MB UNO04RAV• L17YOFLAKEEZS/NOAEL110,95 P/NCR" DVSON• an'Of LAKE EZ57N0hE EROSION 60NM RAN 7WT 28214-9 N 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 liz CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN CIF NO. C-95-33 ELEV. = IJ56.45 MSL (1929 L1A7UM) cu c 3.11 FOUND ACCEPTABLE �ENG/VEERS 4 M.C�'�' FROM THE INTERSECT/ON OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A 2 CIVIL ENGINEER PLANNERSO SURVEYORS O DRYDEN STREET 40 fE-ET S0U7HLAS7ERLY ALONG PRECISE GRADING PLAN 1880 COON AVENUE,SUITE 1001CORONA CA.92881-33701951-734-213 iQ Z LAKESHORE AND 40 FEET NORTHLASTERLY TO THE 0ALBERH/LL RANCH 0 _ C 79048 m CHISELED "SOUARE'IN TOP OF CURB AT BCR. o �fAn O} 7-13-2023 PREPARED BY # * INDEX MAP OF37SHTS RR&OONN H`ABBIIB, RICE No. 83156 DATE Lmm (2MALj 6-21-23 q NIA,�2�P DATE: CITY ENGINEER 7FOFCµ1F SCALE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE NO. 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. ryffP 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 'ry Z DEEPENED FOOTING :: P FL 8 P FL B I P FL ,...:..•„, G ; ADDITIONAL DEPTH 1I P14Q EL4A 2X M/N 5%M/ = FF-GF-0.67 2 0� h I1R 1 1 o= 'n Il PAD ELEV 20X MAX 20R A64X I V - I UI --- - ,'^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 U/N i =1~ LOT NO u'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 Hor 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 J 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 j I j k I (16"X16") (3„X3„) (16"X16") (3 3) TG T ,_� 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 pB1A f&1/SH RQaP nWtr 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`.1,':,>7^,.�;•',t"j: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 5X 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 . ,'a Y::; in•`::';:;...'.}:5�::;: ''u: r:<:A;:�. r.Ty.r;'1..: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;.�;;.;;;?,�"'.'';'; ;�A TYPICAL LOT FINISH GRADING NOT TO SCALE NOT 70 SCALE R,OV N r NOT TO SCALE 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'PUBdC 5' 5' 3'PUBLIC A U WALK WALK U 3'PUB[k' S' S' 7X PUBLIC NOT TO SCALE pg unv7r Es,I7r. sroE sroE unv7r Es,I7r. 2' 4"A.C. OVER 2' WALK WALK -006 "A'B -0.06 2' 4-AC.OVER 2' +0.00' 6'AS. 7C 1.5x -0.02 +0.00' -0.02 2.ox 2Gz -1 TO MEET 1-% 7C IX/ST. GRADE 2�0,t 2.•7 TO MEET .Ox IX/ST. GRADE r.. .,-,.:, i.t� ;`4;`i''.'.:ieiT:'i"�'.':a;:.c::..:;."..aa.:s c. •5 RAW' RAW' O 3X4"REDUCER 4"P.V. LANDSCAPE SIDEWALK CURB& CURB& SIDEWALK LANDSCAPE ~t CURB&GUTTER PER RIVERSIDE 4:Y4 X4"TEE PARKWAY GUTTER GUTTER PARKWAY LANDSCAPE SyDEtyALK l CURB& CURB& Sl"ALK L MDSCAFE 25' 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 II77U7Y 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 6vTFR 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 TO SCALE ERSC 07/11/2023 MB ry 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 CIVIL ENGINEER PLANNERS*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 NOR7HFASTERLY TO THE ALBERH/LL RANCH 0 C0 C 79048 m CHISELED "SQUARE"/N TOP OF CURB AT BCR. o -F4S�fAn p} 7-13-2023 PREPARED BY * * DETAILS OFt 7SHTS RR&OONN HHAABBIIB, RICE No. 83156 DATE m� (2MALj 6-21-23 q NIL �P DATE: FOR: W.O. CITY CITY ENGINEER 1FOFF SCALE: 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE N0. 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 >% IIi }I 46.111NV 'yP ;� 246.1 ,n /NV 47 li }I '.I 479 4 II 4HP II i��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 I 11^ GF=1447.80 47. G VI I. I 47, TG 4, TG C3C I 46.3/N 46.4/NV I I 4.3 TG O 458/NV I Q I 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; 'aj°b f , I jTG NI I i\ I 46.0/N f , ' \ \ •N N 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/50 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®0.50X 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 10" 0 10' 20' 30' V SCALE/N FEET 14, ERSC 07/11/2023 MB 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-95-33 ELEV. = IJ56.45 A1SL (1929 LM7UM) R cu�`allco�,. FOUND ACCEPTABLE �ENG/VEERS 49�M C�'�' FROM THE INTERSECTION OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A 4 CIVIL ENGINEERS6 PLANNERS*SURVEYORS O DRYDEN STREET 40 FEET SOU7HEAS7ERLY ALONG PREC/SE GRADING PLAN 1880 CO s ON AVENUE,SUITE 100.CORONA CA.92881-3370.v -�3a-2n iQ Z LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALBERH/LL RANCH O co C 79048 m CHISELED "SQUARE'IN TOP OF CURB AT BCR. o �1nn p} 7-13-2023 PREPARED BY * * LOTS 18-20 OFt 7SHTS RR&OONN H`ABBIIB, RCE No. 83156 DATE Lmm (�MALj 6_P7.23 q NIA �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 NO. 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 -- _FG 1% yP .2 INV 26.1/NV 2 32.1 TC 32.2 ^ I: 7 32/NV In 2 6. '� 11 HP I 1 G I� -¢- 1 T HP I 32.5 4 I HP 5 J42.75/NV I g.5 ✓23' 44.8 T 2G 1 I HP ��oz I HPi u�if I 27 429/N HP 5 44.7 T 2 I 15' I >3 23 PLAN ax4 8.7%20 7'. 432 2 4 TG 22 PLAN C29 I I PA = 0 � .5/NV PAD=1432.80 F=f428.47 kl f Tee FF=14U..47 ae I !I GF=7427..80 + I III GF= 432.80 12t59.50 1 23 446 3 II I > 2 5. .3/NTGyP 08/N 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 31.5 I+ I: -^�---- o " ` ------ f 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 aY fYAA! 0 O INSTALL WS 6-ROUND GRAY/50 6W 6-SPEE-D AW OR APPROYFD EOC4AL.INSTALL BASIN OEP7N AD/USNEN75 AS REOU/RED ry O3 INSTALL fWNARF 4'SCHEDULE 40 P.VC HPE 7NROUG71 CURB PER a'TA/L aV SNEET J(SLUE VARIES fR7A1 MfWT AT TG TD CURB®0.50X YN).. Q O5 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' 30' O SCALE IN FEET 14, ERSC 07/11/2023 MB N Call before you SEAL-ENGINEER BENCH MARK: SHEET NO. �s THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE C17Y OF LAKE EL/S/NOREQz 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 L1-AND c call�g,. FOUND ACCEPTABLE �ENG/VEERS 49�M.C�•1 FROM THE INTERSECT/ON OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A ry CIVIL ENGINEERS6 PLANNERS*SURVEYORS O DRYDEN STREET 40 FEET SOLIHFAS7ERLYALONG PRECISE GRADING PLAN 5 1880 COON AVENUE,SUITE 1001CORONA CA,9 2881-3370 1 9 51-734-213 iQ C 79048 Z LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALSERHILL RANCH O Cep co m CHISELED "70UARE'/N TOP OF CURB AT BCR. o 7-13-2023 PREPARED BY * p * LOTS 21-23 OF37SHTS yEM "-e �rr R ON HABIB, RCE No. 83156 DATE inGd 6-27-23 97F. 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. SEE MODELS PGP L=34.74' ro o_ l 4.64' 50.23' FG = \ �-. Z Dry 15.64' 19" i$ I N 22.1 FG FG FG 1 a •� >>e r I 4.5 T 4. T z I I ^I I 3 7/NV NP w 23.5/NV I 4. I HP 24 PLAN C18 PAD=142.10 I ry�l 1, 1I FF=142577 I o 1 GF=1425 10 }Y 4 b �� _ \ I II 1 1.4 HP n 2 20.4/NV ec I. f. I 20.5/NV I HP \�~ ^,II 1 ae HP I I I 11 HP T II N I I. °9a 1 23.2/NV 15 P[AN C2C 11 I I PAD=f422.70 ^I SA / I FF=1422.77 GF-=7f-4 f0 220.1 /N I Ln� N 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 W1 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 ti I FS L FS 10.07' 1 / TC 0.8✓ i I 19.90/ .. /NV ✓.. /�i f1g.76 \ ✓.. � i 3. 2...04IN N f, C / ry f3s INV------ / o / gsi r CONSTRUCT/ON NOTES -— - I 3 ---- -- - --- a O INDOUGLAS CIRCLE _ I � o S74LL PRNATE 4'SC11fWLE 40 P.VC PIPE®0.5%AN SLOPE 6W AS- WNN LAY Abff. R O2 INSTALL NOS 6"ROUND GR47f/50[kY 6'SPEE-D R95YN�APPROYFD EOC44C.INSTALL Ld4S/N OEPIN AR/USTNEl45 AS REOU/RED ti O3 INSTALL RI 4'SCHEDULE 40 P.YC HPE INROUGH CURB PER MTAIL W SHEET 3(SLOE VARIES fMW/M2RT AT TG 70 CURB®0.50X NM!f. Q m OINSTALL 3'X 11'6MtaIE TRASH PAD O f>�/N , �'�aVWY a'OfRS/DE STANDARD AV 207.AND PER SEE SHEET NO. 7 10' 0 10' 20' 10, y SCALE/N FEE! 14, ERSC 07/11/2023 MB 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-95-33 ELEV. = 1356.45 A/SL (1929 D47ZIM) c Call�g,. FOUND ACCEPTABLE �ENG/VEERS 49�M C�'�' FROM THE INTERSECT/ON OF LAAESHORE DRIVE AND TRACT 28214-9 PHASE A C ry CIVIL ENGINEERS PLANNERS6 SURVEYORS O DRYDEN STREET 40 FEET SOUTHEASTERLY ALONG PREC/SE GRADING PLAN V 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 Cep co C 79048 m CHISELED 'SQUARE'/N TOP OF CURB AT BCR. o �fAn ^•L p} 7-13-2023 PREPARED BY * * 0F37SHTS R&ON HA BIB, (2MA ,� LOTS 24-26 R ON HABIB, RCE No. 83156 DATE inGd 6-27-23 91F. 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. 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.O I HP l R II 113 11 III 6s / o \,N 1 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: PAD=1427.20 h .7 29• / 1 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 �B'9 3p 1 IN N C3C !I h ~ x 6�` 29p 431.30 11' N I �! HP6f.'4-/ o GF=1431.30 1 x �$ .- I10 1N 7.2 7 1 5 �\ g.71 _i" 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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FOUND ACCEPTABLE �ENG/VEERS 49�M C�'�' FROM THE WERSECT/ON OF LAAESHORE DRIVE AND TRACT 28214-9 PHASE A ry CIVIL ENGINEERS PLANNERS6 SURVEYORS O DRYDEN STREET 40 FEET SOUTHEASTERLY ALONG PRECISE GRADING PLAN 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 '70UARE'/N TOP OF CURB AT BCR. o �fAn p} 7-13-2023 PREPARED BY * * LOTS JO & 31 OFt 7SHTS RyEMO�N H"AB-elB, RCE No. 83156 DATE m� �ALj 6.27.2g q Iwo DATE: CITY ENGINEER TFpFCµ1F SCALE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE NO. 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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 S0LITHFAS7ERL 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 ENGINEER OF SCALE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE NO. see ShE s'8j. 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C-95-JJ ELEV. = IJ56.45 MSL (1929 DATUM) R cu Call�g,. FOUND ACCEPTABLE �ENG/VEERS 49�M.C�-1 FROM THE INTERSECTION OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A 10 CIVIL ENGINEERS6 PLANNERS6 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 NORTHEASTERLY TO THE ALSERHILL RANCH "I0 i I C 79048 m CHISELED 'SQUARE'IN TOP OF CURB AT BCR. o �fAn p} 7-13-2023 PREPARED RY * * LOTS 36-37 OFt 7SHTS RyEMO�N H"AB-elB, RCE No. 83156 DATE m� �ALj 6.27.23 q Iwo �P DATE: CITY ENGINEER -OFCµ1F SCALE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE NO. FG2 /V/CHOL S RO%D \ 00 fG GB----------15- 15. 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DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN �ESS1 NO. C-95-33 ELEV. = IJ56.45 MSL (1929 DATUM) R all g, FOUND ACCEPTABLE �ENG/NEERS 49�M C�� FROM THE INTERSECTION OF LAAESHORE DRIVE AND TRACT 28214-9 PHASE A J CIVIL ENGINEERS0 PLANNERS.SURVEYORS O DRYDEN STREET 40 FEET SOUTHEASTERLY ALONG PREC/SE GRAD/NO PLAN 1880 COON AVENUE,SUITE i0O.CORONA,CA.9288i-3a�Oas-�aa-2n iQ Z LAKESHORE AND 40 FEET NORTNLASTERLY TO THE ALSERHILL RANCH () i I C 79048 m CHISELED '70UARF'IN TOP OF CURB AT 8CR. o �fAn O} 7-13-2023 PREPARED 8Y * * LOTS.8-40 OFt 7SHTS RR&OONN H`ABBIIB, RCE No. 83156 DATE m� �ALj 6.27.2g q NIA �P DATE: CITY ENGINEER (OF SCALE:SCALE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. 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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 1001CORONA CA.92881-337019s-734-213 iQ Z LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALBERH/LL RANCH () co C 79048 m CHISELED "50UARE"/N TOP OF CURB AT BCR. o 7-13-2023 PREPARED BY * * LOTS 41-42 OFt 7SHTS RR&OONN H`ABB`1B, RCE No. 83156 DATE Lmm Cd� DATE:j 6.27.23 q NIA �P CITY ENGINEER 1FpFCµ1F SCALE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE NO. SEE SHEET NO. 12 �-- — — — — — 2' — - - — — - - - - 6 R 85.91 /N 4.9>— - -72.99 \ \ FS SO 8669 FS 1 19' 2 7.7 I 86.1INV d` 11 I 11 87..8 2 I 87.3/N l 11 I I I 13. l 87 HP I HP 1 2 ' 7' 20 Q I li 87.6 86.4/NV I I �I. 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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 1001C0R0NA CA.92881-3370.vs-734-213 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 �fAn O} 7-13-2023 PREPARED BY * * LOT 8J OFt 7SHTS RR&OONN HHAABBIIB, RICE No. 83156 DATE m� (2MALj 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 NO. L%OR/L L D STREET & 12 - - 2 - - - - - SEE SHEET NO ---- - -- - - - ------ -- ----- - _ I- -------- 6 - N 41 Fcj -\ _ 94.98/ 89. 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C-95-33 ELEV. = IJ56.45 MSL (1929 DA7UM) R cu�`allco7Y FOUND ACCEPTABLE �ENG/VEERS 49�M C�'�' FROM 7HE WERSECT/ON OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A 14 CIVIL ENGINEER PLANNERS*SURVEYORS O DRYDEN STREET 40 FEET S0U7HEAS7FRLY ALONG PRECISE GRADING PLAN `v 1880 COON AVENUE,SUITE 1001C0R0NA CA,9 2881-3370 1 9 51-734-213 iQ Z LAKESHORE AND 40 FEET NOR7NLASTERLY TO THE ALBERH/LL RANCH () co C 79048 m CHISELED "SQUARE'IN TOP OF CURB AT BCR. o ��p}� 7-13-2023 PREPARED BY * * LOTS 84-86 0Ft 7SHTS R ON HABIB, RICE No. 83156 DATE ,�L fy)m �A� 6_27_23 q IVI� 3' DATE: CITY ENGINEER 1FpFCµ1F SCALE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE NO. 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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 DA7U C/TY OF LAKE EL/S/NORE MJ R cu Call�g,. FOUND ACCEPTABLE �ENG/VEERS 49�M C�'�' FROM THE INTERSECTION OF LAAESHORE DRIVE AND TRACT 28214-9 PHASE A 15 CIVIL ENGINEERS0 PLANNERS*SURVEYORS O DRYDEN STREET 40 FEET SOUTHEASTERLY ALONG PREC/SE GRAD/NO PLAN 1880 COON AVENUE,SUITE 1001C0R0NA CA,9 2881-3370 1 9 51-734-213 iQ Z LAKES10RE AND 40 FEET NORTHEASTERLY TO 7HE ALBERHILL RANCH O co C 79048 m CHISELED '70UARE'IN TOP OF CURB AT BCR. o �1nn p} 7-13-2023 PREPARED BY * * LOTS 87-88, 188 OFt 7SHTS y " e R ON HABIB, RICE No. 83156 DATE inGd ��I,� 6-21-23 97F. NIA �P SCALE. DATE: FOR: W.O. CRY CITY ENGINEER EM �CN1F 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE NO. SEE SHEET NO. 4 & S LADR/L L O STF�EET 12 -------------- h _ - _ -2.-�, 44.03/N N 42.8,7/NV h _ 86 INV yy �1 / 69 IN 1 II _ _ _ _ I- IN -- - - _ - /' - - ter - 7- '44. s 44 OS i 1 ¢0. 7/N[� j-- h/ 7 4 I 1 1 ¢ 4__ � II o I A3' I � / FS• ,r _ /� / / ----19 - 20 1 - N1 16� _ I 45.8 T 2 I I d /3' - � N �,I 5' 44.2/N � 24' I " � iw / rn} `�, 2 7 aEl'} 12" 1 'bl 1 I. 44.1 /NV II 45.9 2 45.o INV 11,'-` I i HP 1/ s 1 I �l 1 ^I \��• 1 I 1 I 6 D II: rl 1. 1 \ 46 r I HP 7 I I '1 1 45.9 'AV 1 I n I NP v/ 2 T 1� 1 1 1 I 1 ¢�2/Nv l'kI ¢• T I 4 1 I 45.8 7 44.4/N 44.3/NV \ 46O 1 I HP 8 \ }}I 9> PLAN 02AR \ III PAD=1446.30 ><ell yP9 '� l 8 1 I Ha 1 1 ¢FF=1446.97 I / 1 NP I.II Ie HP 1 16 GF=1446.30 18' 1� r \ 211V 1 5.9 IN 4 1 V \� �I 6� 6 T 2 .7 44.6/N 2 il. 9, \ I NI 4.7/N HP {I \�\ 4 HP it. I O C1C 11 1 T OP1447.20 1 \ 5' GF.1447 20 \ N eR 1 I -FG- - --- G B \\ 6 5.5 IN 60 Z 2 45. 1NV cN M ' i Z FG $ 4..6 ¢l. 46 6 /irG O/N T--------------- 44.3 /� _ 46. 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C-95-33 ELEV. = 1356.45 MSL (1929 DA7U C17Y OF LAKE EL/S/NORE �MJ 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 ENGINEERS-PLANNERS•SURVEYORS O DRYDEN STREET 40 FEET SOUTHEASTERLY ALONG PREC/SE GRADING PLAN 1880 COON AVENUE,SUITE 1001C0R0NA CA.92881-337oas-734-213 iQ Z LAA'ESHORE AND 40 FEET NORTHEASTERLY TO THE ALBERH/LL RANCH () co C 79048 m CHISELED "5OUARE"/N TOP OF CURB AT BCR. o �fAn p} 7-13-2023 PREPARED BY * * LOTS 89-92 OFt 7SHTS RyEMON H"AB-elB, RCE No. 83156 DATEm� (2MALj 6.27.23 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 NO. SEE SHEET NO. 15 41.70' / \ -_ 28.50' 48.28' 2 38.f f' FG/ FG FG FG O� 2 47 �`+ 47.7 rG 47.2/NV 46.5 h M 1 I 2 T 47 0 7 --- ,} 48 48..1 �I VV HP iq NI I HP HP I 47.1/NV P �olz i I I 15' N F3C I 93 PLAN FZA 15' 94 PLA I k l 5' P -- I PAD=1448.150 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 -- 0 1 47.2/NV 5 5' I' I v el I /''P I HP 11 46.2/NV I M I I I HP 1 N T } I 46.7/ I I HP I' 12' y I 48.1 o I I I I 47.0/N 46.7/NV I' I � 20' _ ---------- � I FS 4 f I I fS'0 4 '� l I 47. FS �.- I I ES 1 117oG' /"� I 11 h 7 I 4.58' / II � T 47 f 7C 46.9 TC 4 N - I j 45.83}.... 7 TC 46.84/N 46.55/NV 46.49/N n h --- I I y 46. 4 -- 11> ---- ------- --- i I � I R coNsrRucnoN NOTES BE/V TWO OD COIUi1FT OI At3'TNL PRNA7E 4'SCNED/1LE 40 P.YO P/PE 0 0.5%Aff SLOPE OR AS SNOWN ON fYM! SEE SHEET NO. 19 OINSTALL NOS 6-fiMW 047E/50 aY 6-SPEE-O MW OF A9T09D faW.INSTALL 84S/N MPIN AOWSIAIEMS AS HE(X/A4ED OINSTALL PRNAIE 4'SCNED/1LE 40 PYC PIPE 77IR0//(d/C6RB PER OETNL all SNEET 3(SLOPE VARIES f/r W M-FTT AT 70 TO CORE 0 0.50X A//N). O5 IM7NC 3'X I1'a3YCRE7E 7R4SN PAO m R OEXSIAIG'RfY&9M DRMMrh9PR04LW PER a96N7r 6FRNERS/DE SrA4&R9 NO M7.AND PER R STREET/A/PR0127/ENTPLANS IR4CTN7.28214-9 10' 0 10' 20' 301 y SCALE/N FEET ERSC 07/11/2023 MB Call before you SEAL-ENGINEER BENCH MARK: SHEET N0. `�' obe THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE C/7Y OF LAKE EL/S/NORE MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN �FSS4 NO. C-95-33 ELEV. = 1356.45 MEL (1929 DA77lMJ cu Call o,9 FOUND ACCEPTABLE �ENG/VEERS ��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/NG PLAN p aea coNProN AVENUE,sulrE ioo.coRONn,ca,928e1-33 o.ssi-3a-si3 .i9 Z 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 7-13-2023 PREPARED BY * * LOTS 93-94 CITY E HINEE, RCE No. 83156 DATE I/^ �� ,y IVI� �P OF37SHTS Cftt ENGINEER J''lr'�4 6-27-23 97A'OF�Fp� SCALE. DATE: FOR: W.O. CRY � 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE D/T KB HOME FILE NO. SEE SHEET NO. 16 79.09' 53.18' 40 — _ 3.3s' FG Z \ N x \ 0 INS n'r ", 9,p UN HPh ? 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C-95—JJ ELEV. = IJ56.45 MSL (1929 DATU C/TY OF LAKE EL/S/NORE M) R cu Call�g,. FOUND ACCEPTABLE �ENGLNEERS 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 1001CORONA CA.92881-3370.vs-734-213 iQ Z LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALBERH/LL RANCH O co C 79048 m CHISELED '70UARE'/N TOP OF CURB AT 8CR. o �fAn 7-13-2023 PREPARED BY LOTS 95-96 * * OFt 7SHTS r� p} REM ON HABIB, RICE No. 83156 DATE fy?m A�I,I 6-21-23 97F. NIA �P SCALE. DATE: FOR: W.O. CRY CNY ENGINEER �CN1F 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE NO. 1\ \ \ v z E3E/VTP100D COURT yFFT� o 7 47 3 T 4 .07 ® 46.86/NNNV 7.12 / r^ . T 4 /N \ v) 412/NV 477 I I— — I 1 1 N 47..6 47.fs 6 / 4.76 I \ \ 4FS / o \ I I 4. G I I k I 47.3/N 48 8 I I 11 HP I \ 28 �II 47..5/ 2 I au/i To 48. 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O5 INSTALL 3'X>!'CONCRETE TRASH PAO (D frS7hW)ffYA9WX 5RN£WAYAPPRa46W PER 6Y7Y Of LAKE 17SAOT SEE SHEET NO. 20 LJ\J STA040 117 PER SW77 AII RAW SHLET 40 FOR 77ACT J6557 10' 0 70' 20' 30, y SCALE/N FEET 14, ERSC 07/11/2023 MB 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 DA7U C/TY OF LAKE EL/S/NORE MJ R cu�`allco�,. FOUND ACCEPTABLE �ENG/VEERS 49�A.-C�'�' FROM THE INTERSECT/ON OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A J,9 CIVIL ENGINEERS6 PLANNERS6 SURVEYORS O DRYDEN STREET 40 FEET SOUTHEAS7ERLY 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 NORTHEASTERLY TO THE ALSERHILL RANCH 0 co m CHISELED 'SQUARE'IN TOP OF CURB AT BCR. o �fAn p} 7-13-2023 PREPARED BY * * LOTS 97-98 OFt 7SHTS RyEMON H"AB-elB, RCE No. 83156 DATE Lmm Cds,,j 6.27.23 q Iwo �P DATE: CITY ENGINEER 1FpFFc SCALE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE N0. AZ BERH/L L RANCH RD 87. 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DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN NO. C-95-33 ELEV. = 1356.45 MSL (1929 LA7UMJ cu Call�g,. FOUND ACCEPTABLE �ENG/VEERS 49�M.C�'�' FROM THE/NTERSECTION OF LAAESHORE DRIVE AND TRACT 28214-9 PHASE A 20 CIVIL ENGINEER PLANNERS*SURVEYORS O DRYDEN STREET 40 FEET SOUTHEAS7ERLY ALONG PREC/SE GRADING PLAN 1880 COON AVENUE,SUITE 1001 CORONA CA.92881-33701 vs-734-213 iQ Z LAKES 10RE AND 40 FEET NORTHEASTERLY TO 7HE ALBERHILL RANCH O co C 79048 m CHISELED '70UARE'/N TOP OF CURB AT BCR. o �fAn p} 7-13-2023 PREPARED BY * * LOTS 99-102 OFt 7SHTS RR&OONN HHAABBIIB, RICE No. 83156 DATE m� �d�j 6.27.2g q NIA �P DATE: CITY ENGINEER 1FpF Fc1 SCALE: FOR: W.O. CITY 1-800-422-4133 Cftt 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 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 OFt 7SHTS RyEMONH`ABeIB, RCE No. 83156 DATEm� Aj 6_P7_23 q Iwo �P DATE: CITY ENGINEER 1FpF ,Fc1 SCALE: FOR: W.D. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE NO. \ SEE Sh'EET NO 2 CpNC O - PFRRO P�N'S Gy GRAO/iyG TO NC OOfY ———— P/P N O PFR E TRANSR4/N 2 T /NV I i /NY I 1 1 MAX N� 78.6 / $\ 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 GF=14B..10 278.>/NV 2 20t1>.17 80. r 7X% - 25' (� FG ^ .. _mac---_--- --- \99.J FG 184.20' I�-� - --a IV I / � I ---------------------------- I FGFG 2 7B. TG r FG 78 I 'HP `O 77.2/NV Iz 70 _.II 2 1I1II 8. I 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 10' I I � MIN. 76.6 I FS �I I C J 78. II 2:1 MAX M M� 77..5//v / 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 ---- cONST 10N NOTES OI IA3'TALL P&YWT 4'SCHL7A/LE 40 P.VC P/PE®0.5X MIN SLOPE OR AS 5W10V ON". I I I OIA5TALL NOS 6-ROON9 04TE/50 LW 6-SPEE--O L149#6W APPROYEO EOUAL.INSTALL B451V MPIN I 79. ALUYYYD 4S AS A50YREO I / F- 194.48' OJ IA3'TALL PRNAIE 4'SOLAW E 40 PYO PFE 7NRakW CURB PER OETNL ON SHL£T J(SLOPE VARIES 7 ti FROM M-f-TT AT TG 70 CURB®0.50X MIN).. \ FG Q 5 INSTALL J'X 11'CONCRETE TRASH PAO V 5XLS77AC ffY ORNfW)`APPfiWQV IR a7Y Of LAKE LLSINORE T NO. 23 SEE SHEE a STA409V 117 PER S7REET IMPAOVEMIYT PLWS SY/L£T 40 FOR TRACT J6457 10' 0 10' 20' .30' ti SCALE IN FEET v 14, h ERSC 07/11/2023 MB 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 �ESSf NO. C-95-JJ ELEV. = 1J56.45 MSL (1929 DA7U C/TY OF LAKE EL/S/NORE MJ R cu Call�g,. FOUND ACCEPTABLE �ENG/VEERS 49�M C�'�' FROM THE WERSECTION OF LAAESHORE DRIVE AND TRACT 28214-9 PHASE A 22 CIVIL ENGINEERS•PLANNERS*SURVEYORS O DRYDEN STREET 40 FEET SOUTHEAS7ERLY ALONG PREC/SE GRADING PLAN 1880 COON AVENUE,SUITE 100.CORONA CA,9 2881-3370 1 9 51-734-213 iQ Z LAKESHORE AND 40 FEET NOR)NFASTERLY TO THE ALBERH/LL RANCH O co C 79048 m CHISELED '70UARE'IN TOP OF CURB AT 8CR. o �fAn O} 7-13-2023 PREPARED BY * * LOTS 107 108 OFt 7SHTS RR&OONN H`ABBIIB, RCE No. 83156 DATE Lmm (�MALj 6_P7.23 q NIA �P DATE: CITY ENGINEER 1FpF Fc1 SCALE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE NO. 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/S)/NG RE3YOEA X ORNEWAYAPPR04CH PER CI7r O LAKE EZS/NORE v SEE SHEET NO. ,..3J STA IN0 117 PER S7REET IMPROVEMENT PL445 SHEET 40 Fa?TRICT.TGS5714, — 6 ERSC 07/11/2023 MB ry Call before you SEAL-ENGINEER BENCH MARK: C/TY OF LAKE EL/S/NORE MARK� SHEET NO. `�s THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN LESS/ NO. C-95-JJ ELEV. = IJ56.45 MSL (1929 D47UM) cu Call�g,. FOUND ACCEPTABLE �ENG/VEERS 4 M.C�'�' FROM THE INTERSECT/ON OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A 29 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 'SQUARE"IN TOP OF CURB AT 8CR. o �fAn O} 7-13-2023 PREPARED BY * * LOTS 109-111 OFt 7SHTS RyEMON H"AB-elB, RCE No. 83156 DATE 6_P7_23 1q 1 I �P DATE: CITY ENGINEER FpFwo Fc1 SCALE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE NO. 3 00. 3 SEE SHEET NO. EET I 2s SE P/O/VEER L,4N�E� �--------- 2J"?3 INS i 6 yry \ ` 6k 4. o' 7' Q �""\ �\ k61 01 66.0 11 \ fl ` EF GF bh Al. 7• �6gti\7 I%1x � \\ 6 •2 Ipl/ Og6 \ � \V \ OF PIptJ 50 \ P e ,1a68'�1 1h66' 50 OF 24' \ Jk� OF N / i o 68FG. ti i F6 FG� fG FG n 0 CONSTRucnON NOTES 2.•1 MAX 1 /A3'TALL PRNAIE 4'SCNEDL/LE 40 P.VC P/PE®0.5X MIN SLOPE OR AS 57NJWN CW PLAY. O /A5TALL NOS 6-ROUN9 04TE/50 LW 6-SPEE-O&9#6W APPROYEO faW.INSTALL B4S/N MT N 1 AS Q 0 �6 ALUUSIMENIS RE(UREO U h 2.•1 MAX O3 Ib5'TALL P&WE 4'SCNEOL/LE 40 PYO PIPE 7NRa16Y1 CURB PER OETA/L ON SHLTT 3(SLOPE 11AWS ------------ FROM/M-ERT AT TG TO CURB®0.50%AY/N).. O5 INSTALL 3'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.T6457 R G 10' 0 70' 20' 30' _ f 1 4 g -- . - 9 -_ _ SCALE/N FEET F G ---- 1 ERSC 07/11/2023 MB 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-95-33 ELEV. = IJ56.45 MSL (1929 DA7UM) R cu�`allco�,. FOUND ACCEPTABLE �ENG/VEERS 49�M C�'�' FROM THE WERSECT/ON OF LAAESHORE DRIVE AND TRACT 28214-9 PHASE A 24 CIVIL ENGINEER PLANNERS*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 m� �ALj g_P7.23 q NIA w" DATE: CITY ENGINEER 1FpF Fc1 SCALE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE NO. - - - SEE SHEET NO. 32 do 33 I -= - -- ;, - -- - -- - P/O/VEE,Q ZAIVZ�- - 12 `\ - - - - - ------ 6 .5 T , 49.10 IN✓ 1� U � � N \ 9TC n 2 JC \ 38B7/N!l ro 57.73/N 56 INV \ 7.65'-1--- - 1.F 1 10, kt tv 1 y I �( 2 1 1NIt m 7. 7 6. 1 I � -\ 52• 1 17 1 Z 1 9 I " i l sa> ? 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FOUND ACCEPTABLE �ENG/VEERS 49�M.C�'�' FROM THE/N7ERSECT/ON OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A 25 CIVIL ENGINEERS-PLANNERS6 SURVEYORS O DRYDEN STREET 40 FEET SOUTHEAS7ERLY 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 "70UARE'IN TOP OF CURB AT BCR. o fAn r O} 7-13-2023 PREPARED BY * * LOTS 1 1 4-1 17 OF37SHTS RR&OONN H`ABBIIB, RCE No. 83156 DATE m� �d�j 6.21-2g 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 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. O T -------------------------------- J5.74/N I I I _ I T--- 3.00'�--- 4762 I I I 41 5 3.4 I F5 f FS - I 3' �y i i FS • , 42 G I, 15, I� `, II 40.8/N 2 9.0 G I N •V 6 I I 5 1 1I 36. 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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' 10, y SCALE/N FEET 14, ERSC 07/11/2023 MB N 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-JJ ELEV. = IJ56.45 A1SL (1929 DATUM) R all g, FOUND ACCEPTABLE �ENG/VEERS 49�M C�� FROM THE INTERSECT/ON OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A 26 CIVIL ENGINEERS6 PLANNERS*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 NORTHEASTERLY TO THE ALBERHILL RANCH O co C 79048 m CHISELED 'SQUARE"IN TOP OF CURB AT BCR. o 7-13-2023 PREPARED BY * * LOTS 118-119 OFt 7SHTS RyEMO�N H"AB-elB, RCE No. 83156 DATE 6_P7_23 q Iwo �P DATE: CITY ENGINEER fF(FCµ1F SCALE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE N0. /IrIP/�ES% C/RCL E- I �\r ------------------------ I J / 2.1 MAX / / O I r M 125.24' O Ia I T I I N 1 r - Q11) ITV I x \V N w (190 O% \�N A ---NV 24' \\ (^� I © N 26' O ` 0 o z15+50.33 1 II T $ 1 ' \ q\may\\ I1 1 N $N Z \ I V OVO n 17'df,1 J z 21' ; \ 22 o ;�%� �- a / ry � � b � \ Z w R U 3 CONSTRUCT/ON NOTES \ \\ OI /NSTACL PRNA7E 4"SCHEDULE 40 P.Y.0 P/PE®0.5.8'A//N SLOPE L1R AS Sf/0lYN av PLAN. \ \\\ O1NSTALL NOS 6"FOUAg iMT j50 ON 6"SPEE--O d4S/N OR APPR0k 0 EQUAL./NSTALL 51S/N OLPTH ARNS 1A A/EMS AS REOU/R /NTXZ EO O STA!L PNAE 4'S01EP!/LE 40 P.Y.0 P/f1-01R000H CURB PER DE/A4 ON SHEET 3(SLOPE YAR/ES fRW/AN£RTAT TO TO CURB 0 0..50%M/N.). SEE SHEET NO. 26 u \ / O OHYSTALL 3'X>1'CLVYCRE7E TRASH PAO \ \\ IN OLXb'0AG RES/OENW 09£WAYAPPROAC71 PER C7/Y L)`_LAKE ELS/N01Y \ \\ 10' O 10' 20' 30' _ STAN04R0 117 PER STREET/NPROGEMENT PLANS 511EET 40 f6W TRACT,76557 \ \ SCALE/N FEET \ ` ERSC 07/11/2023 MB 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 S ORYDEN STREET 40 FEET SOUTHEASTERLY ALONG PREC/SE GRADING PLAN 1880 COMPTON AVENUE,SUITE 100•CORONA.Ca o2881-332o.ssi-734-2i3o 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 PREPARED BY., * * LOT 120 OF✓✓ZSHTS R ON H`AB`IB, RICE NO. 83156 DATE (2MALI 6-21-23 /VI P DATE: zt CI m�TY ENGINEER THOMAS M. CASELDINE ATE q/Fpp�F SCALE. FOR HOME WO FILE N0. 1-800-422-4133 CITY OF LAKE ELSINORE 2 SEE SHEET NO. >3 16.2 61.10' FG - 16.2 15.3 61.10' o z FG FG a=1z �-� iz FG / 14.8 �M "---- - 1X - 1% - -- � HP 13.8/NV HP 143 LAN F1A ,I 2> 7G iJP 2 15.5 T N 16 ". 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C-95-33 ELEV. = IJ56.45 A1SL (1929 D47UM) R curvallco7Y FOUND ACCEPTABLE �ENG/VEERS 4 M.0�'%' FROM THE INTERSECT/ON OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A 28 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 NOR7HLASTERLY 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 RR&OONN H`ABBIIB, RCE No. 83156 DATE m� �ALj 6.27.23 q NIA �P DATE: CITY ENGINEER 1FpFFc1 SCALE: FOR: w.a. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE NO. ----------------------------------------------------------- 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 �ESS4 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: CITY ENGINEER 1FpF Fc1 SCALE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE N0. SEE SHEET NO. 28 1 11 - i - - - - - - - 72 -- +gJ - - - MPR� 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. 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C-95-33 ELEV. = IJ56.45 MSL (1929 DA77/M) R cu�`allco7Y FOUND ACCEPTABLE �ENG/NEEDS 49�M C�'�' FROM THE INTERSECT/ON OF LAKESHORE DRIVE AND TRACT 28214-9 PHASE A , 0 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 RyEMO�NH`AB�eIB, RCE No. 83156 DATEm� � j g_P7_pg q Iwo �P DATE: CITY ENGINEER -OFCµ1F SCALE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE N0. -----------_/ , SEE SHEET NO. 34 �c 35 456 99.00' p:i MAX FG -------------------------- 86.39' fG � 5fG rn 'Moo 6 5 G. = a 2:1 MAX iY =__= 2:1 MAX l "� / old FG 34.6 FG HP o 38.2/N 1 13' 1X 1X 1 II �" T' -r- -—NP 1 3 NV NP 151 PADP� 67 11 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' 1 II 5 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 / 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 02 IA(9TALL NOS 6-ROUN9 041E/50 LUN 6-SPEE-O BASIN 6W APPROYEO EOUAL.INSTALL B451V MPN ',, -N- 33.-46 - 2..57_ / f AS REOU/REO � - .�, I 29.11 /NV AQLUSIAlE /s 51 INV 276 03 AtSTALL PRNAIE 4'SCHEOI/LE 40 P.VC PIPE7NR0I/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/ _ -—- - ----- - ------ -_ _—_— �-�4 !i 10' 0 10' 20 30' � - SEE SHEET NO. 26 & 27 SCALE IN FEET ERSC 07/11/2023 MBA 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) R cu CallCO3,. FOUND ACCEPTABLE ENGINEERS 49�M�C�'�' FROM THE INTERSECTION OF LAAESHORE DRIVE AND TRACT 28214-9 PHASE A ,jJ CIVIL ENGINEERS.PLANNERS.SURVEYORS O DRYDEN STREET 40 FEET SOUTHEASTERLY ALONG PRECISE GRADING PLAN `v iaeo CO—ON AVENUE,sulrE ioo.CORONA,cA.szaei-3avoas-vaa-zniQ Z LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALBERH/LL RANCH O co C 79048 m CHISELED '3.0UARE'IN TOP OF CURB AT BCR. o �fAn p} 7-13-2023 PREPARED BY * * LOTS 149-151 OFt 7SHTS RR&OONN HHAA1311B, RCE No. 83156 DATE m� �ALj 6_P1-23 q 1w� �P DATE: CITY ENGINEER IFpFCµ1F SCALE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE N0. 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. N 4 4 5 1 1 I v 47.5 INV HP I� a^1, 152 PI AN F2A 1. HP P 1446.10 1446.77 1 G, I HP I 3B 1 13' I GF=1446.10 11 V o („ i A -1449.70 4 . J V e 1 P- 17- o I INV 3 1 a? 0� �?3 FF=1450.37 1I. b a I 44.7 n , ti I GF=1449.70 31 5 5 T I / 11 044.1 INV 1 Nll 1 HP 2 47.3/NV 1 12' 1 1 ac 5 1 13, I 9.1 T 2 1 1 , }I 47.9IN✓O 4 II HP 1 eel I 4 . HP I 111 45.7 TG 2 HP 1 111 44.9 IN 1; 6 1 11 III, Lae I 7 I� 43 9 INV 1 2 47.1 INV s I 1 I � . . q 1 T„(2) 1 ti ti F , p -10'�'iI 48.1 /N v`N II 44. 6 4 FS 9.28 11 F,5 CONSTRUCT/ON NOTES \ �0 7 Fs l 1 1.74'- 50-00 1 Ol 1NSTALL PRNATE 4'SCHEDULE 40 P.YC PIPE®0.5,T J1IN SLOPE 0R AS SHOIY/V ON FYAN. OZcl INSTALL NOS 6-ROUND OWT-150 ON 5-SPEE-0 BW#OR APPROIED EOU4L.INSTALL&SIN MPAI ^ OA16'TALL PRNATF 4 SCHEDULE 40 PYC PIPE IHROIM,N CURB PER M7AK MV SHEET 3 TO SYOPE Neu fR ----- -- ( - m YAI//NY£RT AT XCURB®0.50X N/N.f. OS INSTALL 3,Y I P CONCRETE NA N PAD O� _ OEX/SANC RES/OEWX DRAEWAYAPPRLd4CN PER MY X LAKE EZMWE \ \ I j�-� _. 21 ---- 46 3 /NV V� STANO4RD 117 PER STPHT AFRO"ENT PANS SHEET 40 F6W IR OT 36557 / I /� / - -_----------- gS.BB _--- Oj DROPPED G41NGE 10' 0 10' 20'13 30' I SEE SHEET NO. 25 & 26 -- SCALE IN FEET 14, ERSC 07/11/2023 MB 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,. FOUND ACCEPTABLE �ENG/VEERS 49�M.C�'�' FROM THE FNTERSECTION OF LAAESHORE DRIVE AND MCT 28214-9 PHASE A ,j2 CIVIL ENGINEERS6 PLANNERS6 SURVEYORS O DRYDEN STREET 40 FEET SOLIHFAS7ERLYALONG PREC/SE GRADING PLAN 1880 COON AVENUE,SUITE 1001CORONA CA.92881-3370.vs-73a-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 152-153 OFt 7SHTS RR&OONN HHAABBIIB, RICE No. 83156 DATE Lmm (2MALj 6.27.23 q NIA �e DATE: CITY ENGINEER 1FpFF SCALE: FOR: W.O. CITY 1-800-422-4133 CITY OF LAKE ELSINORE THOMAS M. CASELDINE DATE KB HOME FILE NO. SOT N°' 32 SEE,e 8Y,49 70.2 /N _ 1 6� FG -- 1 I 70.8/NV fL Z 111 ?em p A 52.52' A. 11 HP 1 20' 1 . a 8 PLAN C1A 1 olz 154 + N 1 PA0=147.67 - / 4 FF=1472•.00 1 x =1472 11 j g 1 Ho V M'1 HP I. Ul 1 I +1 14 lNV II: 7• HP 7. T NI 71.4/NV 71.3/NV 114 x 111 71.4 1 I /T 4 1 70.3/N 1 155 PLAN C3CR I PAD=1473.50 1. HP FF=1474.17 I j ae HP 1 HP 11 1 ;I 7. 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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 NO. 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/NNPEOMR. _ I 2. INCASE OF EMERGENCY, CALL U47T MA730N 562-441-2050. 13.EROSION CONTROL OENCES SHALL NOT BE MODIFIED WITHOUT THE APPROVAL OF THE CITY LNGINFER. 222 Z 1 Z 9 ALL PUBLIC SIR=SHALL BE MAINTAINED FREE OF DUST AND SEDIMENT CAUSED BY GR401NO OPERATONS. 221 11 =1�' 4.A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL AME3: Nf0fSS4RY U47ER14LS SHALL BE AVAILABLE14 RENSED PLANS SHALL BE SUBM/TIED TO O!E C/IY FOR APPROVAL.ON-SITE AND SIOCKP/LED AT CONVENIENT LOCADONS TO FAC/L/TALE RAPID CONSTRUCAON OF EMERGENCY DEVICES WHEN R41N/S 15. DIE CONTR4040R SHALL SUPEROSE EROS/ON CONTROL #ORK/NACCORDANCE WITH NE APPROVED PLANS THE WORK IMMINENT. ALSO INCLUDES BUT/S NOT L/M/IED Ib /NSPECAON OF ERGS/ON CONTi70L MEASURES BEFORE RNNSTORM AND 5-DAY 5. EROS/ON CONTROL OEAGES SHOWN ON NIS PLAN MAY BE REMOVED WHEN APPROVED BY THE BUILDING AND S4FE7Y�PUBUC PROM81L17Y RNN FORECAST.WORKS/NSPEC70R/F THE GRADING CPEZI HAS PROGRf-Y20 70 THE POINT(WHERE NfY ARE NO LONGER REQU/R224 6. GRAVED AREAS ALWCENT 70 17LL SLOPES LOCATED AT 711E S/IE PER/METER MUST 16.DURING ROUGH GRADING OPERATIONS ANO PR/OR TO CONSMICAON OF PERMANENT V%NAGE SIRUC7URES 7EMPoRARY ORA/N AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORK/NG L14Y. DRAINAGE CONTROL (BEST MANAGEMENT PR4CT/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 REMDIED FROMALL DEVICES'lY/IH/N 24 HOURS AFER EACH RNNS7ORM.27 8.A GUARD SHALL SE POSTED ON 711E S?E WHENEVER THE OEP711 OF WATER/N ANY DEVICE EXCEEDS 2 FEET. THE VENCE 17.IMPLEMENTAU61ONE DUST CONTROL MEASURES DUST BY WA7ER/NG OR OTHER APPROVED METHODS/N COMPLIANCE W/7H21 28 25O SHALL BE DRAINED OR PUMPED ORY W/TH/N 24 HOURS AFTER EACH R41NS70RY SOUTH[BAST A/R 421MU7Y AANAGEMENT DISTRICT(SCAOMD)RULE 40J 28 2469. EXCEPT AS OTV0 WISE APPROVED BY THE BUILD/NO AND S4FE7Y INSPECT0R ALL REMOVABLE PROTECTNEDEVICES S110#W 18.FOR SLOPES 3.•1 11 N OR STEEPER.'SLOPES EpUAL TO OR GRE47ER 7MN 3 FEET/N VER)AX HEIGHT SHALL BE 209 SHALL BE/N PLACE AT THE END OF EACH IYORK/NG 04Y OR WEEKENDS WHEA7 THE 5-DAY RAIN PROR4B/L/IY FORECAST EXCEEDS 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 IEROCAL 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-S/7E PROPERTY SAMIL BE REMOVED FROM OR 72EES 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 ADD/RON TO A/E GROSS OR GROUND LOIER. 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 W/IH 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 27 ' 292 32>I\ � 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 A33/ 27 J6 �— I a _ 203\A \296 17 332 274 7 s 260 38 ALBE 237 g�� L 202�A 376� 7 RHIC -ROAD 3 0/ �298 315�\ 3333 �pcS�� _6263 �� 20 N.A.P. 314 27, 64 7 / 41 7 6 105104 '/03 /02 701 700 ggI 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 37/ 3 >1 157 Ali 75 /59 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 /50 149 168 E / 147 37 j, EROSION CONTROL LEGEND.• 792 - 7S 784 /8 182 781 J80 779 778 �, 114 >15 �'1'Fca p L qNE I 6 , �148 7YP 745 8 j� '- TRACT BOUNDARY 797 790 189 188 18 78 ` 76 1/ /1 119 I_ 44 �� i/ �i �1 000000C= SE-8 GR4NEL84GS 1 728127726 = ��Z� B4 21SE-1 S/LT FENCE 727 ♦ F ;�� A 1/ 130 725 124 723 /2 / 1��9 8 40 " A NS-10 4EH/CLE S70R46F ANO UVWTENANCE 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 �Y✓F 1✓ ��11 © SE-7 STREET SWEEPING FIBER ROLL "• 7 �1� B"M/N OL4. V N.A.AP 1 /- 4 PANED S7RE= 7YP. 63 V 69 7Q 71 - 7 S ( 7 WE-f {VINO EROSION FIBER ROLL V 7 ¢ �44 �o wA � 2"M/N 4"MAX `SLOPE'�•9RT 62 Q �3 74 75 76 -- J /�/ ® E TC-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 / (�) MAX 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 B",SO, SECTION ;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. n S/L T FENCE n INLET PROTECT/ON (CASQA SE-10) SCALE/N FEET ERSC 07/11/2023 MB N.T.S 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 �FSSI NO. C-95-33 ELEV = 1356.45 MSL (1929 L1A7UM) Qz cu Call�g,. FOUND ACCEPTABLE �ENG/VEERS 49�M C�'�' FROM THE INTERSECT/ON OF LAKESHORE OR/lE AND TRACT 28214-9 PHASE A , 7 CIVIL ENGINEERS0 PLANNERS*SURVEYORS O DRYDEN STREET 40 FEET SOU7HEAS7ERLY ALONG PRECISE GRADING PLAN p 1880 COON AVENUE,SUITE 1001CORONA CA,9 2881-3370 1 9 51-734-2,3 iQ Z LAKESHORE AND 40 FEET NORTHEASTERLY TO THE ALBERH/LL RANCH N co C 79048 m CHISELED 'SQUARE"/N TOP OF CURB AT BCR. o 7-13-2023 PREPARED BY a v RR&OONN H � `ABBIIB, RCE No. 83156 DATE I/_ A�„� �* EROSION CONTROL PLAN OF37SHTS CITY ENGINEER pnm 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 NO.