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HomeMy WebLinkAboutENG-2021-00232 PGP PLAN NO 21-198-21-202 AS BUILT PRECISE ORAD/NG PLAN VICIN17Y MAP GRADING NOTES.' CRIAvON H/LLS 7RA CT NO. 006Y8 �* 7. ALL WORK SHALL BE DONE/N ACCORDANCE WITH THE CITY OF LAKE ELS/NORE MUNICIPAL CODE, CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPEC/F/CAT/DNS PROJECT SITE AND THE LATEST EDITION OF THE UN/FORM BUILDING CODE(UTMEN, CHAPTER MODEL HOME COURLEX - L O 78 22-26 2. A PERMIT SHALL BE OBTAINED FROM THE ENG/NEER/NG DEPARTMENT, CITY OF LAKE KE � ELSINORE, PR/OR TO ANY OPERATIONS. E RAMSGAIE J. THE AND DU.S.ALOALERTN� 800H422�4133)TFOR7;� IGH�(48)AHDURS PR/ORMPOAN/ES 011170FLAKEEL450ORE, CALIFORN/A GRADING. H, 4. THE CONTRACTOR SHALL NOTIFY THE C17Y ENG/NEER/NG DEPARTMENT AT LEAST " N TWENTY-FOUR (24) HOURS /N ADVANCE OF BEGINNING GRADING OPERATIONS. 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENG/NEER. 15 s 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS RNAwo w++�'Awo OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLAN. GRADING NOTES (CONTINUED)' OWNER/APPL/CANT.• SOILS ENG/NEER.- 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 7 VERTICAL, UNLESS 25.EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE KB HOME GEOTEK, INC. PACE 836, F-7, 2002 THOMAS BROS. MAP OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS PLANT OR ANOTHER APPROVED GROUND COVER, AT 7WELVE INCHES (12) ON 36370 INLAND VALLEY DR. 1548 N MAPLE ST THAN 90X RELATIVE COMPACT/ON OUT TO THE F/N/SHED SURFACE. CENTER. SLOPES OVER FIFTEEN FEET(15) /N VERTICAL HEIGHT, /N ADD/T/ON TO W/LDOMAR, CA 92595 CORONA, CA 92880 SHEET INDEX GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR (951) 691-5328 951-710-7160 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 9OX DENSITY AS DETERM/NED BY THE COMB/NAT/ON THEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET(10) ON CONTACT- ALLEN BARRETT CONTACT- ROBERT RUSSELL SHEET 1..............................................................................TITLE SHEET MODIFIED FIVE(5) LAYER A.S.T.M. D-1557-70 TEST METHOD. CENTER, TREES AT TWENTY FEET(20) ON CENTER- COMB/NATIONS F/(TEEN FEET SHEET 2..........................................................................INDEX, LEGEND (15) ON CENTER. SLOPES OVER THREE FEET(3) /N VERTICAL HEIGHT SHALL BASIS OF BEARING SHEET 3............................................................................DETAIL SHEET 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCAR/FIFO, AND HAVE PERMANENT IRRIGATION SYSTEMS WITH SACKFLOW PREVENT/ON DEVICES PER INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY U.B.C. THE BASIS OF BEAR/NOS AND COORDINATES FOR THIS SUR✓EY IS THE CAL/FORNM STATE PLANE SHEET 4........................................................PREC/SE GRADING SHEETS PR/OR TO THE PLACING OF FILL. COORDINAIF SYSTEM, NAD 83(NSRS2O11), ZONE 6(EPOCH 201O.00)BASED LOCALLY ON CONTROL SHEET 5..........................................................EROS/ON CONTROL PLAN 26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST STA1ONS "MfP; "BILL", AND 'SBCC'. ALL DISTANCES SHOWN ARE GROUND DISTANCES, IwEss 10 ALL FILL MATERIAL GROUND bS APPROVED BY THE CLEAN fARTY. NO ILL SHALL bF ENG/NEER.LACED UNTIL BE USED TO PROTECT AD✓O/N/NG PROPERTIES DURING THE GRADING PROJECT SPECIRED OTHERWISE GRID DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCES UTILITY NOTES BY AN AVER4GE COMBINATION FACTOR OF 0.99991273. 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTER/OR WALLS AT NOT LESS DURING APPROVED EROSION PREVENT/VE DEVICES SHALL BE PROVIDED AND MAINTAINED SOILS ENG/NEER•' WATER. ELS/NORE VALLEY MUNICIPAL WATER DISTRICT DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH ELSIN E- VALLEY STREET THAN 0-PER FOOT FOR A MIN/MUM OF THREE(3) FEET, THEN 7X(MIN/MUM) TO DAY'S WORK. THESE GRADING PLANS HAVE BEEN REV/EWED BY THE UNDERSIGNED AND FOUND LAKE ELS/NORE, T 92531 FLOW L/NE OF EARTH SWALE. TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND SPEC/F/CATIONS (951) 674-3146 28.ALL WORK SHALL CONFORM TO THE C17Y AND STATE CONSTRUCT/ON SAFETY OUTLINED /N THE SOILS AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED 12. MIN/MUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1X/F CUT OR FILL ORDERS. FOR THIS DEVELOPMENT. SEWER- ELSINORE- VALLEY MUNICIPAL WATER D/STR/CT SLOPE/S LESS THAN TEN FEET(10'), AND 2X IF CUT OR FILL /S GREATER THAN 31315 CHANEY STREET TEN FEET(10). DRAINAGE SW,4LES SHALL BE A MIN/MUM OF 0.5'OEEP AND 29.THE LOCATION AND PROTECT/ON OF ALL UTILITIES'/S THE RESPONSIBILITY OF THE LAKE ELSINORE, CA. 92331 CONSTRUCTED A MIN/MUM OF TWO FEET(2) FROM THE TOP OF CUT OR FILL PERM/TTEE. 0� 07/23/2021 (951) 674-3146 SLOPES ROBERT R. RUSSELL GE 2042 DATE 13. PROVIDE 5'W/DE BY 1'H/GH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE✓OB SITE AT ALL TIME PRINCIPAL ENGINEER GAS: SOUTHERN CALIFORNIAGAS CO. EXP.- 12/31/22 1987 W LUGONL4 AVENUE SLOPES OVER 5'H/GH 31. SANITARY FACILITIES SHALL BE MA/NTA/NED ON THE SITE FROM BEGINNING TO , REDLANDS, CA 92374 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED (100) YEAR STORM COMPLETION OF GRADING OPER4T/ON. ENG/NEER S NOTICE (909) 335-7828 FLOWS ALONG THE TOP OF CUT SLOPES. 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES, SHALL BE PROVIDED 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE PHONE VER/ZON F/OS FOR ALL SLOPES IN EXCESS OF THREE(3) FEET VERTICAL HEIGHT WITHIN NINETY RESPONSIBILITY FOR ✓08 SITE CONDITIONS DURING THE COURSE OF 40710 CALIFORNIA OAKS ROAD 15. NO OBSTRUCT/ON OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE (90) DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE/N CONSTRUCT/ON, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS MURR/ETA, CA 92562 PERMITTED. ACCORDANCE WITH C17Y OF LAKE ELS/NORE GRADING ORDINANCE NO. 882 PR/OR REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL (951) 290-7287 16. A SOILS ENG/NEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING TO THE APPROVAL OF FINAL INSPECT/ON WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ELECTRIC.-SO. CAL. ED/SON CO. AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS OWNER AND ENGINEER HARLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, 26100 MEN/FEE ROAD 33 ANY CONTRACTOR PERFORMING WORK ON THIS T SHALL FAMILIARIZE /N CONNECT/ON WITH THE PERFORMANCE OF WORK ON THIS PRO✓ECT EXCEPT/NG (SUED/VISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. HIMSELF WITH THE S/TE AND BE SOLELY RESPONSIBLE S/BLE FOR ANY DAMAGE TO FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR (951). 28 CA. 92585 8207 EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, ENG/NEER. (951) 828-5498 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. (951) 820-5498 COMPACTION INE REPORT 4 A SOILS ENG/NEER SHALL SUBMITTED TO THE BUILDING 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC FIRE- RIVERS/DE COUNTY FIRE DEPARTMENT AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. 2 THE DESIGN ENG/NEER SHALL PROVIDE A MIN/MUM OF ONE(1) BLUE TOP PER RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE 4080 LEMON STREET., 21VD FLOOR 18. THE SOILS ENG/NEER/NG INVEST/GAT/ON. GEOTECHN/CAL UPDATE REPORT, 151 LOTS FIN/SHED PAD, PR/OR TO ROUGH GRADE APPROVAL. OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS' RIVERSIDE CA. 92502 HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ENG/NEERE HARMLESS (951) 955-4777 COMPRISING OF TRACT 30698, CRIMSON HILLS DEVELOPMENT DATED DECEMBER 9, 35. APPROX/MATE DATE OF FOR ANY DAMAGES RESULTING FROM THE EX/STNECE OF UNDERGROUND UTILITIES 2020 PREPARED BY GEOTEK, INC. SHALL BE CONSIDERED A PART OF THIS BEGINNING OPERAT/ON.• DECEMBER 1, 2020 CABLE. TIME WARNER CABLE GRADING PLAN AND SHALL BE/N COMPLIANCE. OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE COUPLET/ON.• DECEMBER 31, 2023 53077 CRESS/DA STREET CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE LAKE ELS/NORE, CA 92532 19. A REG/STEREO CIVIL ENG/NEER OR LICENSED LAND SURVEYOR SHALL SUBMIT 36. NO ROCK OR OTHER IRREDUCIBLE HATER/AL WITH A MAX/MUM D/HENS/ON GREATER CONTRACTOR/S REOU/RED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT (888) ELSIN RE, CERTIFICATION OF BUILDING PAD ELEVATION WHERE SPECIFIC ELEVATIONS ARE THAN THREE INCHES (3) WILL BE PLACED /N FILLS WITHIN ROADBED AREAS OR THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE ST/E. /T REQU/RED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. /F THREE FEET(3) OF FINISH GRADES, UNLESS THE LOCAT/ON, MATERIALS, AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL AN ELEVATION WITH RESPECT TO AD✓ACENT GROUND SURFACE/S REQU/RED, THE DISPOSAL METHODS ARE SPEC/F/CALLY APPROVED BY THE SOILS ENGINEER. UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. EST/MATED EARTHWORK OUANTIT/ES ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR ON-SITE EARTHWORK QUANTIT/ES 20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED /N THE FIELD PR/OR TO INSPECTION BEFORE APPROVAL. LIABLE FOR UNAUTHOR/ZED CHANGES TO OR USES OF THESE PLANS ALL GRADING SUMMARY CUT(C.Y.) FILL (C.Y.) COMMENCEMENT OF ANY CONSTRUCTION/GRAD/NG. CHANGES TO THESE PLANS MUST BE/N WRITING AND MUST BE APPROVED BY 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE THE PREPARER OF THESE PLANS. RAW QUANTITIES 750 0 21.STAB/CITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE APPROVED BY THE BUILDING DEPARTMENT. TOTAL AREA = 0.87 ACRES e SUBMITTED BY A SOILS ENG/NEER TO THE BUILDING AND ENG/NEER/NG DEPARTMENTS TOTAL QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. FOR CUT AND FILL SLOPES OVER THIRTY FEET(30) /N VERTICAL HEIGHT. 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENT/ON EL/M/NAT/ON SYSTEM CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PR/OR TO NOTE• THE ABOVE QUANTITIES HAVE BEEN EST/MATED BY THE 22.A FINAL COMPACT/ON REPORT WILL BE REQU/RED FOR ALL FILLS GREATER THAN ONE (NPDES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER BIDDING FOR CONSTRUCT/ON. ENG/NEER FOR PERMIT PURPOSES ONLY! THE CONTRACTOR SHALL o (1) FOOT. DISCHARGES. DETERMINE HIS OWN QUANTIT/ES AND HE/S SOLELY RESPONS/BLE NPDES WDID#8 33C392137 DATE PERM/T ISSUED.- NOV. 25, 2020. BENCH MARK.' FOR DETERMINING THE AMOUNT AND COST OF IMPORT/EXPORT 23.IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL /S TO BE PLACED, /T MUST BENCH MARK NO. EL-30-80 ELEV. = 1267.104 MSL (NAVD 88) AND OTHER GRADING QUANTIT/ES FOR THIS PRO✓ECT. 40. BUILDINGS EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. FROM THE INTERSECT/ON OF RIVERSIDE DRIVE AND ✓OY STREET SOUTHEASTERLY SOURCE OF IMPORT MATERNAL FOR SITE SHALL BE IDENTIFIED BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS: TEMPORARY PREPARATION SHALL MA APPROVED E A REG/STEREO SOILS ENGINEER EDT TO ALONG ✓0Y 0.15 MILES, 18 FEET NORTHEASTERLY OF CENTERL/NE OF✓OY, 10 FEET PR/OR TO ISSUANCE OF GRADING PERMIT. PLACEMENT OF FILL HATER/AL. SLOPES GREATER THAN 5.1 ARE REQU/RED TO BE IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNERS EXPENSE. SOUTHWESTERLY OF A CHAIN LINK FENCE, 71 FEET SOUTHEASTERLY OF P.P. NO. KEYED AND BENCHED. LEGAL DESCRIPTION 4112803E, 1 FOOT SOUTHWESTERLY OF SURVEY MARK POST. - 24.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCT/ON/N THE FOLLOW/NO BEING A SUBDIVISION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, WOMP BMP TABLE NOTE: � STAGES- AND THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR a A. UPON COUPLET/ON OF CLEARING AND DURING EXCAVATION AND BEFORE QUARTER OF SECT/ON 29, /N TOWNSHIP 5 SOUTH, RANGE 4 WEST, OF THE S4N CONSTRUCTED SHOWN BMP PERMANENT/ TRACT 30698. REFER TO APPROVED STREET/MPRO✓EMENT BASIN PER PLAN ON SHEET E TEMPORARY PLANS FOR TRACT 30698. REFER TO APPROVED SEWER AND BACKF/LL OF ALLUVIAL, COLLUV/AL AND TERRACED AREAS AND ANY BERNARD/NO MERIDIAN, ACCORDING TO THE OFFICIAL PLAT THERE-OF SETWATER PLAN FOR TRACT 30698. SUBSTRUCTURES SET NUMBER REFER TO APPROVED STORM DRAIN PLANS FOR TRACT 30698. 8. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACT/ON, ^/Q S• 17-118 RGP 64 of I EXTENDED OE7ENnON B4S/N PERMANENT BENCHING AND FILLING OPERATIONS NOTES I C. DURING /NSTALLAT/ON OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER DRIVEWAY APPROACHES ARE PER STREET IMPROVEMENT PLANS (TO BE ;45-BUILT' BACK WATER VALVE LOCATIONS 1. WALLS AND FENCES SHALL BE CONSM&CMD PER M.4TERAL. FOR LOCATION) SEPARATE PLANS AND PERMIT D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING LOTS 22-24 2. THE CONTRACTOR SHALL BE RESPONSIBLE To COORDINATE CONSTRUCT/ON. � i• WORK IN CLOSE PROXIM17Y WITH THE UTTLNTL3; S7RUCAIRL3; ENG-2021-00232 WDID: 8 33C392137 DRAINAGE, LANDSCAPING, ETC THESE PLANS HAVE BEEN REWE{4'ED FOR COMPLIANCE W17H THE PREPARED SY., SEAL o MAR ENG. DATE RE(//$/O/V$ APPR. 04T APPROPRI4IF COIVD177ONS OF DEVELOPMENT AND/OR C17Y AND STATE QROFESs/ CITY OF LAKE ELS/MORE SHEET 1 0 LAWS AND HAVE BEEN FOUND ACCEPTABLE ENG/NEER3 AS-BUILT 112/22 h q 2 CIVIL ENGINEERS•PLANNERS•SURVEYORS y c+ 18M COMPTON AVENUE,SUITE 100-CORONA,CA.92881-3370-951-7 -2130 TRACT MAP NO. 30698 •✓l Nei No.64803 m PRECISE GRAD/NO PLAN Of - I.6/30/23 a SCALE.• BENCH MARK: SHEETS �/�0"' p}�� T-2T-2021 V,�c grL 0 712 3/2 0 2 1 c MODEL HOME COMPLEX -"" ,t ,r n!rs L075 22-24 Aft-MON HAB/B, R.C. . No. 83156 DA7E VICTOR A. ELIA OATSS P EL-30-80 FILE No. C17Y ENGINEER P.E. No. 64803 �g7p0F��wFOR�� ELEYAAON. 1267.104 AIPARK/NG ON L07S 25-26 C17Y OF LAKE ELS/NORE DA7E• 0712012021 SEE SHEET NO.. 1 FOR DESC. TITLE SHEET 21-198 HOUSE PLANS N.T.S. PLAN NO. IA PLAN NO. 2B PLAN NO. 3C PLAN NO. 4A PLAN NO. 5C PLAN NO. 68 N00'42'47'E 1----' �, �. s0�. 0 � � 0 F007PRINT --- -- b FOOTPRINT M FOOTPRINT � NT 1659 S0. F007PR/ FOOTPRINT OOTPR/NT n e 2,035 SO. h � 2215 S0. FT. � 2477 SO. FT. 659 SQ. FT. '' • g � 1860 S. FT. .� i a 0 0 0 r _ -- ---- - O 1,551 SO. FT. 1,751 SO. FT. 2,035 S0. FT. 2,206 SO. FT. 2,528 SO. FT 2,882 S0. FT. R 1- TRY - - -PLAN SET � , 0 O a.0 3 BED OOMS ( S 0 ) 3 BEDROOMS (I-STORY)4 BEDROOMS (1-STORY)3 BEDROOMS (1 STORY)5 BEDROOMS (2 STORY)5 BEDROOMS (2 STORY) � ELS//YORE _ ¢ 'Q LS RD ,00= OPEN SPACE l A -- — O CONSTRUCT/ON NOTES AND QUANTITY EST/MATE S /ATrV PRNA7E 4-SCNEOULE 40 P.Y.0 P/PE®0.5X A@V SLOPE 6W AS-Wff aY a4V 620 LE _°�1�� O 1A5'TALL NOS 6'R&1ND 6MR7150 aV 6'SPEE--D WN OR APPROIEO EOZ&AKSTALL 845IN 16 EA &PIN"1675169147S AS RFOAREO i— — ——-L � O I� � � AvsrACL PRNA7E 3'SCHEDULE 4o P vc P/PE 7NA17I/GH CURB PER&TAa cw SHEET 3(sz� s NOO 36 19'E 659.61' _ YAWS F/rt7.1/INERT AT TG TO 6Y/RB®I,T ANh!f. 5 0 3 f COY16MCr 3'AC O72R N4 1> 6R AS h99Wk0 BY SaLS EYC/NLER 4,1 SF S 0 a 64?46B FWAAV 2 EA N, INSTILL &TA 2YSNEEl3 4 0--� W h%srA<L Aaa sVN�Nc ago s7RRAV PER oETAa ON sritEr,7 f is tivsrALL 4'AwIE STRIPE 126 cE INSTALL 3'DETECTABLE WARN/NG DENCE(7RUNC4)E9 DOMES)PER DETAIL ON SHEET 3 2 E7 SEE PLAN SET A' 116TAZL 0'6YRO PLR&TA1L aY SHEET 3 295 LF � E 1 � $ � a � a 'NAIL OPEN/NG AT S7YACE PEA 3 EA /NS7,VZ OELt7Ri17NF STEPS 5 M75 i �\ -- �� R 4 � a , /NSTiILL//NAU7NOR/ZED PARK/'SX,W � - � 16 CONSIl7/K'T ORiYfWAY PER LYIY OF LAKE ELS/NORE STANp4RD 117 NOTE.• 771E ABOVE OUANT177CS HAVE BEEN LS77A647E0 BY THE ENGINEER FOR I - A i 0 4 EA PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL DETERMINE HIS OWN QUAWMfS i Np 0 0 0 �� A � - �•�" - � � � � �A � a v � 1. WALLS AND FENCES SHALL BE CONS7RUC7E0 PER SEPARATE PLANS AND PERMIT. AN O __ Q O O 2. 771E CONTRACTOR SK4LL BE RESPONS/BLE TO COORDINATE WORK/N CLOSE PROXIM17Y W17N 771E ■ ■ i , U77LI77 S7RUCR R R4/NA NDSCAPI C.O ES ES D GE LA NG ET r N.o 1 ` LEGEND & SYMBOLS 0 0 S/DEIYALK w PMTsEo WATER PER sEP.PUN N003321'E 1978.50' r C4TOY 84S1N s - PROPOSED 3YSER PER SEP.PLAN 1 — STORM ORNN _ PROPOSED WATER MEkR PER.SEP.RAN ■M M M M I0 r A04 PAIN OF TRMPE PROPOSED/7RE//YDRAN7 PER sEP.PLAN i�-- PROPOSED STREET LK,YIT PROPOSED AIR YAC PER.SEP.PLAN EA'/S77NG EDGE X M"DVT PROPOSED RIP-R9P PER 01 RAV INDEX MAP LU77AV&RT RaW asm.,1'cONTOURs SCALE- 1'=100' L11577A.9 R4V Of MY LUMV 5'CGv70Z1RS E CEMERLINE Z MOOF SLOPE s EX/S77NO SLIER ME or SLOPE — L U77AV WATER SMWE ROIKINE EA'1S77NG GAS LAYS ----------------- PAC Rpf EY/SRAG'RAE NYDRWT LU77AV WATER MLYE g a EUINO BLOW OFF E AIR u NOTE.' E,UMV ranA�POWERR POLE ­ZZ:�0 INDEX MAP LEGEND REFER TO APPROVED ROUGH OR10ING PLANS DELTA 1 FOR TRACT 30598. REFER TO APPROVED S7REET IMPROVEMENT PLANS FOR TRACT 30698. REFER TO APPROVED SEWER AND 100' 0 100' 200' WA 900' i TER PLAN FOR TRACT 30698. ' y L �.......... �. SHEET NUMBER REFER TO APPROVED STORM DRAIN PLANS FOR TRACT 30698. a SCALE/N FEET v NO a — — — — — TRACT BOUNDARY 1. WALLS AND FENCES SHALL BE CON57RUC7E0 PER SEPARATE PLANS AND PERMIT. 2. 771E CONTRACTOR SHALL BE RESPONS/BLE TO COORDINATE WORK/N CLOSE PROXIM17Y WITH THE UTILITIES, STRUCTURES, ENG-2021-00232 DRAINAGE, LANDSCAPING, ETC. a THESE PLANS HAVE BEEN REVIEWED FOR COMPL141VCE WITH THE R Y RERAREO B. SEAL o /�f}R ENG. DATE REl//S/ONS APPR. 0,4T APPROPRIATE COND/AONS OF DEVELOPMENT AND/OR C17Y AND STATE Q%CFESS/ CITY OF L,4KE ELS/NORE SHEET 2 0 LAWS AND HAVE BEEN FOUND ACCEPTABLE 4➢ 'sY ENGINFERS AS-BUILT 'li/2l2 E'NUE—NEEAC —NNERs.SURVE—S TRACT MAP NO 30698 5 H 18W n 100-mRONA,-s288�-3370-s51-734-z�3o No.64803 m PRECISE GRADING PLAN OF 7-27-2021 0712312021 -6/303 a SC4LL' BENCH MARK, MODEL HOME COMPLEX SHEETS Z L07S 22-24 /tMON f/A /B, R.C. . No. 83156 DATE VICTOR A. 80 DATE ,�. CIVIL 3 N 126 1 PARK/NG ON L075 25-26 FILE No. C/7Y ENGINFER P.E. No. 64803 gTfOF�FpR� ELEYAAON.• 1267.f04 MSL 0/7Y OF LAKE ELSINORE DATE.• 0712012021 SEE SHEET NO. f FOR DESC. INDEX SHEET 21-199 FG 7 FG PLAN PER PLAN = PER j >0 E FLAN 7 GB(SAME AS PAD ELEVVL _ SEE�AND T PL PAD 10 5 HP F PAD I PAD 10 PAO I 'MIN. ELEV. ti 2 ELEV ELEV. N HP F 2 ELEV.I AREA OF �GIAIV. TG/NV. �61NV TG/NV.1.09 ' IIN 3'M/N. 24" 3'M/N. BEA MINTM/N M/_N }} M/N M/N ti�O I' NIO I• 2 j OF 70 SQ. DOWNSPOUT LOCATION PER P FL = 8 I P FL 2 P FC = 8 I P FL J ARCHITECTS PLA 2 �g 2 hf�� I C� WHITF rlpl O I I BLUE 1 8 1 1 VI I m 8"M/N m PAMONG SKW 6, 0 6. REDWOOD I A — q J FF ELEV. 8"M/N HEADER PARKING 15z y$j: sf ——— FF ELEV h REFLECTOR/ZED O h=1 Mir✓ PAD ELEV SRS CONSTRUCTED/OF ~ I~ LOT NO ON LOT NO MIN. — As accuas ACCESS/BLE 3' PAD=PAO ELEV 3jp,1 To •1 PAD=PAD ELEV Typ1 TG ^g PORCELAIN STEEL MINIMUM TrP TYP 5%M/N. 2%M/N. 5%M/N FF=FINISH FLOOR ELEV INV. FF=FINISH FLOOR ELEV INV. WITH BEADED FINE ST g 9 g 9 20%MAX 2.•1 20Z MAX 4"W/DE 1 GF=GARAGE FRONT ELEV I 1 OF=GARAGE FRONT ELEV 1 y, PAINTED TEXT OR EOUAL 4"ROUND 'I I 'I BLUE STRIPES 4"WIDE PLASTIC GRATE 2 HP FL 3 I 2 H FL 3 A ^ (2 COATS). A/NIED WHITE RADIUS 1 3 1 3 11AMAL. rAro OR YELLOW NOSCNO. 11 1.� I I' sn�ee T M/N. " S7R/PES(2 1°0 I P FL 2 1 P FL 45. COA75) I �Jlll' TOP OF WALK/NSURFACE 4`PVC(SCH 40) n Q TG 5 Z TG pL 4`W/DE EQUAL EQUAL s'-o` ACCESS SIGN DETAIL 12"M/N RISER(LENGTH VARIES) Y g I g I SE£WALL AND FENCE PLANg /NV ( INV PER SEPARATE PERM/T PAINTED WHITE M/N CROSSWALK N.T.S. 45'ELBOW =1 N `�' N OR YELLOW 4"W/DE 0 ^^ 1O^^ GB FL STRIPE PAINTED WHITE 4"PVC(SCH. 40) 45'ELBOW _r 16_ R�W� 1 _ 16_ RIW- 1 VAR/ES VAR/ES = (2 COATS) �7R/PES(2 4"PVC(SCH. 4 4"PVC(SCH. 40) CURB FACE CURB FACE I V NOTE.•ADA C0,475) PER PLAN ® 5=0.01 M/N. 10'MIN. /NFORME:A FOR DOWN DRAIN CONNECT/ON G D/RECT/ON OF FLOW G D/RECT/ON OF FLOW z I m REFERENCE ONLY NOT M SCALE s ��� �O 8"MIN ADA PARKING TYPICAL DETAILS NOTES >,g M/N. �2Z IFF ELEV. Nar ro scaLE O7 SWALES TO BE GRADED AT 19 MIN AND © 3"PRIVATE DRAIN THROUGH CURB FACE PER DETAIL BELOW G� n'M/N4- MAX ALONG REAR AND S/DE OF HOUSE5%MIN. (24-RECOMMLNDEO) SEE WALL FENCE PLAN PER 2O HIGH POINT OF SWALE PER PLAN O REFER TO THE FINAL TRACT MAP FOR HEARINGS 20%MAX 20%MAX SFPFRATF PERMIT OF PROPERTY LINES FOR 10'MIN. O3 4"DIAMETER DRAINAGE P/PE(0.57 MIN PIPE ® TYPICAL 15'REAR DISTANCE TO SWALE UNLESS REAR YARD SECTION UNAUTHOR/ZED kBACLES SLOPE) OTHERW/SE NOTED ON PLAN PARKED/N DES/GNETJ 1YP/GG,eewraeG GeaGin-G ACCESSIBLE SPACES NOT ® SLOPE AWAY FROM THE BUILDING FACE/S TO 0 TYPICAL 3'5/DE DISTANCE TO SWALE UNLESS wr ro scare D/SPL4r1NG 21S77NGU/SH/NG BE 59 MIN FOR THE FIRST 10 FEET MIN OTHERWISE NOTED ON PLAN R/W 9 R/W PLACARDS OR SPE0141 LICENSE W AND 27, THEREAFTER UNTIL THE SWALE 15 66' I PLATES ISSUED FOR PERSONS = 10 29 MIN AND 209 MAX GRADE FROM REAR J REACHED. F —I LETTING ON SIGN W7H D/�IL17Y W/LL 8E TOWED g O5 SHEET FLOW TO STREET OR THE OPT/ON OF SWALE TO PROPERTY LIVE OR GRADE BRAKE, GRADE BREAK TO PROPERTY LINE MAY SE 79 MUST BE A AWAY AT THE OWNERS SLOPE MINIMUM OF 1" EXPENSE. h UP TO 69 FLOW L/NE TO DRIVEWAYI 11' 22' � 22' 11' I TYPICAL L OT FINISH GRADING /N HEIGHTrDMEP k£H/CLES MA BE I I RECLAIMED AT 5' 6' 10' 12' 12 10' 6' S' APPROPRIATE RM57/fLLGW NOT TO SCALE INSERT AODRE33' FL OF P/PE 1/2"ABOVE 6' VAR/ES R 1 OR BY TELEPHONE INFORMATION MUST pq0 QN1W 6N nNiSN c210E GUTTER FLOW LINE INVERT SIDEWALK 3"P.V.C I (INSERT TELEPHONE NUMBER BE INCLUDED ON ELEV. PER PLAN 4"WYE AS REQU/RED S/GN(MIN/MUM OF I i I 1"/N HE/GHT) J A INSTALL REMOVABLE PLUG CUT 1 ELOCK®FLOWJAE ?% T..' soy I zoo 2x I I 4"PC FIFE THlcU Fcnnnc , 2$ >3 TYP/CAL BLOCK WALL OPENING AT SWALE NOT TO SGILE TYPICAL SECT/ON 66' STREET '4 3.�'4"REDUCER 4"P.V. HOPSCOTCH DRIVE cuRe& currER PER ELEVATION COUNTY STD/D310 Y4 X4"TE UNAUTHORIZED PARKING SIGN DETAIL INSTALL POLYETHYLENE PLASTIC JOINT MATERIAL I NOT TO SCALE " QUICK JOINT"OR EQUAL PERK SIP I SEE WALL FENCE SEPERATE PERMIT 4" T - i 0.900"" �I N } f 4NOTf* 9" s» !, -b SNGLE II 4 Z0� 0O °O °O OO 'TRUNCATED DOME" o 0 0 0 0SECT/ON A—APR/l/ATE P/P THROUGH CURB DETAILNOT TO SCALE O O O O PATTERN CONCRETE TO BE 3000 P.S/., 2.35" N WITH FIBER MESH REINFORCING. 20% o TYP/CAL DRIVE-WAY DET/AL s" ' sroEWALK 2"YIN DETECTABLE WARNING DETAIL r NOT TO SCALE n — t7A0V/Z0 = R=IV" \ NOT TO SCALE PAo asev RMS cwwE a ti NOTE.• - A.C. ,� I NOTES: REFER TO APPROVED ROUGH OR401NO PLANS DELTA 1 FOR °p 7R4Cr 30698. REFER r0 APPROVED S7REET IMPROVEMENT 1. WHEEL STOPS TO BE PLACED 2'INTO STALL, AS PLANS FOR TRACT 30698. REFER TO APPROVED SEWER AND 5%M/N. xk 1GW SHOWN ABOVE. CENTERED/N THE PARKING STALL. WATER PLAN FOR TRACT 30698. 20%MAX 2.WHEEL STOPS CAN BE PAINTED/N A CONTRQS77NG 2%MIN. ° REFER TO APPROVED STORM DR4/N PLANS FOR TRACT 30698. „ 4"PW RFF 9�„ a '� — �7--1/2" •T 84R COLOR. 0 7YP/C4C 3.USE15 RE/NF. DOWEL — 1'-6"L.G. TO ANCHOR WHEEL NOTES:TYP/CAL SIDE YARD GATE ;� O CURB ONLY END VIEW STOPS(7YP.) 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER CON5TRWr WEAn'ENM PLANE dMNT 10'OC MWAIUM N.T.S. SEPARATE PLANS AND PERMIT. NOT ro SCALE NOT 70 SCALE /1 WHEEL STOP DETAIL 2. 77-IE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATEWORI(IN o NOT 70 SCALE ORAINAGE,CLOSE P PING,/ETC. THE UT/L/TIES, S7RUC7URES, 7 ENG-2021-00232 MAR ENG. DATE REVISIONS APPR. DA TE THESE PLANS KAVE BEEN REVIEWED FOR COMPL14CE W17H THE PREPARED BY.- SEAL o z APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR C17Y AND STATE RpFESS/ CITY OF LAKE ELS/NORE SHEET ✓ o LAWS AND HAVE BEEN FOUND ACCEPTABLE F9Q °'�4� ENGINFERS AS-BUILT 77/2/22 CIVIL ENGINEERS•PUN IIS•SURVEYORS y C 1880 COMKON AVENUE,SUOE 100-CORONA,CA.92881-3370-981-736-21. TRACT MAP NO. 30698 W No.64803 m PRECISE GRAD/NG PLAN OF n}�� 7-27-2021 V�i c oa F 0712312021 Exp 8/30/73 A SCALE.• BENCH MARK.• MODEL HOME COMPLEX SHEETS AMON HAB/B, RCA-. No. 83156 DA7E VICTOR A. ELIA DATE C1V1� �* EL-30-80 PARKING N L0725"425-26 FILE No. C17Y ENGINEER P.E. No. 64803 g7F0 _will p�� ELEVATION.• 1267.104 MSL C17Y OF LAKE ELSINORE DATE- 0712012021 SEE SHEET NO. 1 FOR DES'C. DETAIL SHEET 21-200 I ` I 5302' �7UBULAR STEEL CONSTRUCTION NOTES I IOEW FENCE I TUBU/R STEEL yy6 --+ O ASTALL�NAIE 4'SCMWff-0 P.Y.0 PlPE 0 O.SX WV SLa'E OR AS 12.33' ------_ 1 40.5>' '�- _- ; O ' U0 SPEASALL NO 6RN aE-O LLIS/N OR APPWWV EOU4L. �"• i ATUZZ 849N MP7N AaHb'mbws AS REOLWO 22 84 .• --------------- O ASTA(I PRNAIF J-SCNEO!/[E 40 P.VC PIPE INROUGN CURB PER M7NL at IUBUL.pW STEEL lOEW FENCE -- - __-- SWLtT J(SYa'E YAR/LS fRIM/INERT AT IG TO CURB®1X MA!J. 22 17' ( A4NYL -- BY S r--------- ^ ^ - r----------- FENCING -------- ^ CONSIR(/CT J'AC OIgR NATIVE,OR AS APPROlEO OILS EbY,YNEER IONYL - 1.6 I q� O DROP rAvaF FOORNC ----------------- IONYL -- Y• Q /WXZ CDM%V IYM STOP PER M7A/L W SHEET J o U j o 154'RETAINING WALL o Og /NST,-LL A54•�GiV/NG',y-SIR/HhG'PER�7A/L ON SHEET J --- -------------------------- 6'MAX HEIGHT r------------------------- l7NK +-------- PER 784-8 FENCING II ------- 2n A5'TALL 4"NH/lE S7R/PE FENCING ---------------- _ -Y/NYt----- o�, FENCING C" INSTALL 3'DETECTA&E WARN/NG OEY/CE(TRUNG4TE0�1/ES)PER �,.` -- h ll DETAIL ON SHEET 3 f l2 INSTALL 0'CURB PER DETA2 aY SWEET 3 (87.67 7F) 875 �2.2 ------------------------ IJ WALL OPENAV AT SF&C PER MTR aV SHEET J. _ 87.0 INV 2 •2 / FG__ ff-___ (91.33 TF) It A57ALL OEGt�A7/YE STEPS ------t- ----- -� -~ S0 RETAIN/NG WALL ---_-- 84.9 1 88.2 2 - -- 4 8 G is A57ALL UN4UIHOR/ZEO PARrihG'SAW PER DETAIL aY SHEET J ----- ------ 84.7 T p HP TG 2 FG 8T0 INV -- ----- - _ _ 84.3 I b 0� 1.0% - 4-8 C/NG _ _� .. le CONSTRUCT RLS/BEMl4L L'R/l2WAY PEA CBY LAKE ELS/NORf STANLM?O 117 84.98 o FG poi 1.3% 1.0% -E HP - LZ�'. +1fi\�-L1� PER 78 � FG ---�.\ � �. .� Ida N 4 0 } + HP wN>z I�/7 a5•e \�I N�I Ac 5F ol® iIN " + J� 2 s1.1 iry III WALL AND FENCE INFORMA/TON �} Fs Fs \ . FENCING TEMP ALA \ ❑ TURF I ` COLOR DESCR/PAON PER APPROVED PLAN ACCESS/BLE FS �`"., \� 23 PUN 461P 1 91 TG 2 ®® V. I PAD=1488.20 I RESTROOM 08 it �I� 85. \\ae I FF= 1488.87 CONCRETE B80 l; 91.3 INV II. 9-FG2.2 6'HIGH INTER/OR WALL &FENCE PLAN FS :I HP �lti 11 GF= 1487.70 PA170 HP Ilae -FS1� IONYL FENCE LAND 2021-09 �11 86.0 TURF) AC 1 I I1 I84.63 WNYL 85.08 kFS FS I �1 88.0 923oHP 6'H/GH 1 S/DEO SPL/TWALL &FENCE PLAN 83.96 FENCING 84.60 FS 84.63 . CONCRETE PAD=1485.7p 1, I! i I ---- FACE BLOCK WALL LAND 2021-09 FL HP ■ ■� FG HP RA FF= 1486.37 !I I o}I WITH SPLIT FACE CAP f GF= 1485.20 ! I .8 1 p > 1 . 1 1 6ss INv l 1 - r .00 pe 10' Z 6'TUBULAR STEEL WALL &FENCE PLAN �. di-0-0/ M 11 I'I F5 °eOveO 11 _I � �g I FENCE LAND 2021-09 84.955 FS B B B 8 84.E I6 it�cei, 6• 2 i 5 it AC h o FS HP II I 7.7 TG YARAINI HEIGHT ROUGH GRADING PLAN O 9 9 10 85.2 TG / + 11 / 86.7 INV g20 CONCRETE 2 PUN 5CR � RETAINING WALL WO. 784-8 .88 ALA PATH 1 2O I' I I PAD=1492.20 V `�- 9' `+ 83.9 INV of HP P.4770 FF= 1492.87 + FL °p OF TRAVEL I! oil I aeI II^ TYP. f0 7YP. 9 .81 4.88 I 084.0 I ^ p ^tl / GF= 1492.20 I o o MODEL HOME PERMIT FS I 11 i I O > I: IR4P FENCING NOT REOU/RED + I; !I 2 T6 I I ® / ^eo ! 1 HP I 91.8 T 2 90.8 INV 1 B 1 lip I 91.1 INV 13 84.77 1 I BLOCK 5' i PAD= 1484.70 /� WALL 1 PUN 3B - x0 of 84.E 3, �� 85.5 '�LJ ii I� © i>/ HP7 4.93 I BLOCK l: tell.l 5O 1 K pe HP + 12 F5 WALL l `4 C4� �IIp 1 I -il �11' 84.E �,1 8. TG 2 1}}^ +I l 1 HP BLOCK T 4 83.7 INVO 85.4 1 I WALL 84.60 84.53 FS 1 p� "!I 1. BLOCK 2.20 II 84.53 8 >2 FS 84.97 B5• 8 F8 �BLOCKP I 1 87.8 TG p WALL I BLOCK FS fS LJ WALL 86.71NV 8Z70 IV.< : WALL Q ! e, I I 1 I 4 1Ieoe 2 5.2 T 1' I N+ I ! .8 TO J)$\ 85.14 83.8INV Ilse i+ �;1 0 90.6INV / ` 1 I +a I 84.08 .� oc .09 .13 I .14 Nl I' se 2 7.7 1 !I 1 eE "'� 14 0 86.5INV TG >� ' FS F� I F� , 1 �� 1 90.91NV2 �I 14 m 82.91 82.7 PUE 82.66 .89 183.26 x /4 �Ix 83.E l 8 I 86 I l ----- F5 FS FS FS I FS `�+� FS FS I 25 89.84 91.17 FS SO.00' 51.24' --1--- - -� - ---- 52.00' --- - - 1 -86: -- -- ---56.76' ---I--- - I 60.00•- - ---- ----- ----- FS 1 82.54 1 90'R N/NG WALL T -- - I --8Z59 INV 4' HEIGHT 1NV RIG T OF o 1 PER 784-8 (84.00 TF FENC/NC I (B8.83 FLJ µA (8247 FL) (8205 FL) (82-45 (82.26 FL)J 2.sD-18 8. rc 87 rc cuRe& (81.9� FL) (81.88 FLJ (81.95 FL 8244 INV (82.42 FLJ (8306 FL) 84.16 INV 3 3 A S/EWALK (85.09 FL) - (86.48 FL) 86.57 INV 87.3 Iwo CUTTER ° (91.82 FL)� >O' O 70' 20' 1. 0 b SCALE 1-10' To Q j 3 e u NOTE' -y H 3 REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR ■ TRACT 30698. REFER 70 APPROVED STREET IMPROVEMENT a 16 1 PLANS FOR 7R4CT 30698. REFER TO APPROVED SEWER AND o WATER PLAN FOR 7RACT 30698. REFER TO APPROVED STORM DRAIN PLANS FOR 7RACT 30698. I NOTES: RED CAR DRIVE 1. WALLS AND FENCES SHALL BE CONSIRUC7ET PER o SEPARATE PLANS AND PERMIT. 2. THE CON754CTOR SHALL BE RESPONS/BLE 777 COORDINATE z WORK/N CLOSE PROXIMITY WITH THE UT/L177ES, SIRUC7URES, ENG-2021 00232 DRAINAGE, LANDSCAPING, ETC. MARK ENG. DATE REVISIONS APPR. DATE THESE PLANS 84VE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY- SEAL b APPROPRIATE COND177ONS OF DEVELOPMENT AND/OR C17Y AND STA7E %OFESSL CITY OF LAI(E zaswORE SHEET 4 o i/2/22 LAWS AND HAVE BEEN FOUND ACCEPTABLE FOQ tpy a ENG/VEERS 01 AS-BUILT A 9 CIVIL ENGINEERS•PLANNERS•SURVEYORS y 1880 COMPTON AVENUE.SUITE 100-CORONA,CA,92881-3370-951-734-2130 TRACT MAP NO. 30698 5 w No.64803 m PRECISE GRADING PLAN OF \/ Fx.sW3 v SCALE., BENCH MARK.• MODEL HOME COMPLEX7-27-2021 0712312021 SHEETS * ,t f""=20' LO75 22-24 71 civil,. W 126 1 PARKING ON LOTS 25-26 FILE No. MON HAB/B, R.C. Na. 83156 L7AlE VICTOR A. ELIA DATE Q. C17Y ENGINEER P.E. No. 64803 OF FORS ELEYA770N.• >267.104 MSL C11Y OF LAKE ELSINORE" DATE• 07/20/202f SEE SHEET NO. 1 FOR DESC. GRADING PLAN 21-201 EROSION CONTROL NOTES: 1. /N CASE OF EMERGENCY, CALL LARRY L/EBEL AT 951-258-4890. EROSION CONTROL LEGEND: 2. ALL PUBLIC STREETS SHALL BE MAINTAINED FREE OF OUST ANO No a/a2'E I3/s.ao' SEDIMENT CAUSED BY GRADING OPERATIONS. - - SILT FENCE - J. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL \`\ O TIMES. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND TRACT BOUNDARY O STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCT/ON TRACT BO(�/VDARY O O O O O O O OF EMERGENCY DEVICES WHEN RAIN /S IMMINENT. ------------- SE- FIBER ROLL I r� ;' O _ _ _ ____--- O O 4. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED JAI NS- VEHICLE STORAGE AND MAINTENANCE - --- --- L-� WHEN APPROVED SY THE BUILDING AND SAFETY/PUBL/C WORKS INSPECTOR r� i - STORK COURT - _ O O I O /F THE GRADING OPERATION HAS PROGRESSED TO THE POINT WHERE THEY L JI WY-8 CONCRETE WASHOUT MANAGEMENT 1 , ARE NO LONGER REOU/RED. MI WM-f&2 MA7FR14L USE AND STORAGE O __ _ 5. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SIT �J O O O O O O O O O PER/METER MUST FolSE STORM DRAIN INLET PR07FCDON 0 O DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH rl 0 O 0 WORKING DAY. LJ EC-&4 HYDRAULIC MULCH/NYDROSEED/NG _ M ++ 1> C 6. ALL SILT AND DEER/5 SHALL SE REMOVED FROM ALL DEVICES WITHIN 24 I SF-FIBER ROLL SEE PLAN SET O O n HOURS AFTER EACH RAINSTORM. E 17C-1 STAB/L/ZED CONSIRUCAON ENTRANCE O O 2 �� 1`f 7A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF EL SWORE WATER /N ANY DEVICE EXCEEDS 2 FEET. THE DEVICE SHALL BE DRAINED OR cRAVEteAcs O _-- -- --- - V~j O h'/LLS RD PUMPED DRY WITHIN 24 HOURS AFTER EACH RAINSTORM.EXCEPT AS OTHERWISE-APPROVED SY THE BUILDING AND SAFETY OPEN SPACE w�ZARD_COURT W _ O T 8.INSPECTOR ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE/N PLACE AT THE ENO OF EACH WORKING DAY OR WEEKENDS WHEN THE 5-DAY RAIN PROB48IL/7Y FORECAST EXCEEDS 4OZ. 9. ALL LOOSE SOIL AND DEER/S WHICH MAY CREATE A POTENT/AL HAZARD TO OFF-SITE PROPERTY SHALL BE REMOVED FROM THE SITE AS DIRECTED O O i Q BY THE PUBLIC WORKS INSPECTOR. 659.58' � � � � � I 10. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE Al,37'>O'E O 0 O V O WITHIN THE SITE SHALL BE AT THE DISCRETION OF THE C/TY ENGINEER. 0 11. DES/LTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE O 0 0 O W O BETWEEN OCTOBER 1 AND MAY 1 WITHOUT THE APPROVAL OF THE CITY -- --------- O O k = INSPECTOR. 12. EROSION CONTROL DEVICES SHALL NOT BE MOD/PIED WITHOUT THE '\ �� ,. ___ q__ � APPROVAL OF THE CITY ENG/VEER. O O O - SE( � ,\�jl/E SEE PLAN SET A 13. REVISED PLANS SHALL SE SUBMITTED TO THE C/TY FOR APPROVAL. 0 SEE PL 0 ; o O O O O 14. THE CONTRACTOR SHALL SUPERVISE EROSION CONTROL WORK/N ACCORDANCE WITH THE APPROVED PLANS. THE WORK ALSO INCLUDES, BUT O /S NOT LIMITED TO, INSPECT/ON OF EROSION CONTROL MEASURES BEFORE O V G Q O RAINSTORM AND 5-DAY PROBABILITY RAIN FORECAST. 1/5�� ,1v / I i O O O 0 U O _ 'gLEG+�� O 15. DURING ROUGH GRADING OPERATIONS AND PR/OR TO CONSTRUCT/ON OF Qv PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL (BEST MANAGEMENT PRACTICES, BMPS) SHALL BE PROVIDED TO PREVENT POND/NG n $� A 0 0 O WATER AND DAMAGE TO ADJACENT PROPERTIES �s � 0 \ 16. IMPLEMENT FUG/T/VE DUST CONTROL MEASURES DUST SY WATERING OR OTHER APPROVED METHODS /N COMPLIANCE WITH SOUTH COAST AIR OUAL17Y O O O MANAGEMENT DISTRICT(SCAOMD) RULE 403. 17. FOR SLOPES 3.•1 (H.•V) OR STEEPER.• SLOPES EQUAL TO OR GREATER THAN 3 FEET IN VERTICAL HEIGHT SHALL SE PLANTED WITH DROUGHT TOLERANT GRASS OR GROUND COVER AT A MAX/MUM SPACING OF 12 INCH ON CENTER. SLOPES EXCEEDING 15 FEET/N VERTICAL HEIGHT SHALL SE PLANTED WITH APPROVED SHRUBS NOT TO EXCEED 10 FEET ON CENTER, No°33'Ia'E 1976..42' OR TREES SPACED NOT TO EXCEED 20 FEET ON CENTER OR SHRUBS NOT TO EXCEED 10 FEET OR A COMBINATION OF SHRUBS AND TREES NOT TO � EXCEED 15 FEET/N ADDITION TO THE GRASS OR GROUND COVER. SLOPES THAT REOU/RE PLANTING SHALL BE PROVIDED WITH AN IN-GROUND IRRIGATION SYSTEM EOU/PPED WITH AN APPROPRIATE 29ACKFLOW DEVICE PER EROSION CONTROL CONSTRUCTION NOTES.' CALIFORNIA PLUMBING CODE, CHAPTER 6. THE SLOPE PLANTING AND INDEX MAP 10 GA. WIRE IRRIGATION SYSTEM SHALL BE INSTALLED PR/OR TO PRECISE GRADING FINAL �1 INSTALL INLET PROTECT/ON PER DETAIL HEREON 1 EA. TIES 3 EA. 2"X 2"NO. 2 INSPECT/ON. SCALE.. 1-100' 21 INSTALL SILT FENCE PER DETAIL HEREON 280 L.F. FABRIC n I� Q 2 C g A ZVEN FABRIC9 \ SILT STOP W ANCHOR FABRIC PAD 3' 3' INLET %PE Ll =III NOTE.- REFER TO APPROVED ROUGH OR40ING PLANS DELTA 1 FOR I TRACT 30598. REFER TO APPROVED STREET IMPROVEMENT a A ^1 _ J _ WA7ER PLAN FORPLANS FOR TTRAC T 30698.R TO APPROVED SEWER AND o EXisT OR=1II, II IIIII71 f00' 0 100' 200' 300' . REFER TO APPROVED STORM DRAIN PLANS FOR TRACT 30698. „ SECTION A"- A" PROPOSED 6"SO. - SCALE/N FEET 3"MIN. OPENING BETWEEN �A H.rs FRONT VIEW GROUND S/DE V/E1N NOTES. BAGS ON TOP ROW S/L T FENCE a 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER n INLET PROTECTION (CASOA SE—/O) I L I SEPAR42E PLANS AND PERMIT. 2. THE CONTRACTOR SHALL BE RESPONS/BLE TO COORDINATE N.T.S. WORK/N CLOSE PROXIMITY WITH THE UT/L/TIES• STRUCTURES, 79z-,�? 7 ENG-2021-00232 DRAINAGE, LANDSCAPING, ETC. a THESE PLANS HAVE BEEN REVIEWED FOR COMPL1A W/TH THE PREPARED BY., SEAL o MAR ENG. DATE REl//S/ONS APPR. DATEAPPROPRIATE COND/AONS OF DEVELOPMENT AND/OR C17Y AND STATE ?g(FESS/q�," CITY OF L,4KE ELS/NORE SHEET 5 0 �/2/22 LAWS AND HAVE BEEN FOUND ACCEPTABLE 4➢��pR q�'sT ENGINFERS AS-BUILT Cl-EN NEErs'I—ERS'SURVEY°S TRACT MAP NO 30698 H 18W A 100-mRONA,-s288�-3370-s51-734-2�30 No.54eoa m PRECISE GRADING PLAN OF 7-27-2021 V.i f/�yL 4 0712312021 s/3o/13 a S��' BENCH MARK. MODEL HOME COMPLEX SHEETS * * 1"'=100' L01-S 22-24 ItMON HA /B, R.C. . No. 8JI56 DOTE VICTOR A. ELIA DATE EL . CIV�� �P -30-80 PARKING ON L07S'25-26 FILE No. CITY ENG/NEER P.E. No. 64803 gTfOF FpR� ELEVA17ON.• 1267.104 MSL CITY OF LAKE ELSINORE DATE.• 0712012021 SEE SHEET 140 1 FOR OESC. EROSION CONTROL PLAN 21-202