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HomeMy WebLinkAbout902 City of Loke Elsinore 1. All work shall be done in accordance with the Cityof Lake Elsinore. Ordinance No. I.` t3• t346 ie 26. Sanitary facilities shall be maintained on the site from beginning to completion of grading �� �- _ , - C 801 and 882 and applicable standards o„d specifications and the latest edition of "- - 7 - of the U.B.C, Chapter 70. 2Z Al!slopes shall be planted and irrigation facilities shotl be provided for all slopes and } 2. A permit shall be obtained from the engineering department, City of Lake Elsinore excess of 3 feet vertical height within 90 days after completion of rough grad/ng plans and / shall be In accordance with ordinance No. 882 prior to the approval of the renal inspection. prior to any operation. P PP P operations. 3 The developer and/or contractor shall notify all utility companies and U.S.A ALERT _ 3 t 1-800-422-4133)48 hours prior to grade.^g. 26.. Any contractor performing work on this project shall familiarize himself with the site and --- -_ - ;N be solely responsible for any damage to existing facilities resulting directly or indirectly 4. The contractor shall notify the city engineering department at least 24 hours in his operations, whether or not such facilities are shown on these plans. advance of beginning radio operations. I 4 1?4D 20 9 9 grading P 29. The design engineer shall provide a minimum of 1 blue top per finished pad,prior to rough M 5. Dust shall be controlled by watering or other methods approved by the city engineer. Og I ' I�Qp , j D compaction out to the finished surface. 30. Approximate date of. Beginning operation m� Completion: -_ j r4 �� z 6. Cut slopes shall be no steeper than 2 horizontal to 1 verticcl, unless otherwise �: Q CT approved and shall be shown on the pion. 36. No rock or other irreducible material with a moximum dimension greater than 3"will be place 7. Fill slopes shall be no steeper than 2 horizontal to I vertical, unless otherwise in figs within roadbed areas or 3. of finish grades, unless the location, material, and disposal r , approved, and shall be shown on the c!an, and shall not hove less than 90%relative methods are specifically approved by the Soils Engineer. ` I ,, , r r O I, I l a m m 8. Fills shall be co,apaxted throughout to 907 density as determined by the modified 37, The engineer must set grade stakes for all drainage devices and obtain inspection before three layer o.s,t.m. D-1557-70 method. 9. fill areas shall be cleared of all vegetation and debris, scarified, and inspected by 38. Grading plans will not be approved until all remaining walls are approved by the Building the grading inspector and approved soils testing agency prior to the placing of fill. Department. 5� r. L..., I T \ Q 10. All fill shall be clean earth. No fill shall be placed until prepoeation of graund is Q� I ✓ I �' �G 2 �_..!� approved by the Soils Engineer. approval. 6� MILL ST 11. Finish grade shall be sloped away from all exterior walls at not/es than 112"per foot LEGEND `� .01 I L 0 T for a minimum of 3, then 29(minimum) to Bowline of earth swole. ACACIA S / �� N rrw•�r•� �i RSC ROUGH SUBGRADE J� y , Lr\J sa3-r• c4.00 ( `j °Y M I _ O 12. minimum building pad and drainage swole slope shall be 19,if cut or ill slope is less05 fP EDGE Df PAVEMENT � , than 10, and 2%if cut or rill Is greater than 10' Oraina a swales sshall be a minimum FG nDISH GRADE '� 1 LAKE ST ,' e e •• r•"- -- of 0.5'deep and constructed a minimum of 2'from the top of cut or fill. FF RNISH FLOOR PARK WSAY ;7 FL FLOW LINE 13 A Soils Engineer shall be retained b the developer. to supervise radio and r vide FINISH SURFACE ALLEY TIE ;q t `�\ Q 9 y P P grading P GBL GRADE BREAK LINE 13' ,0 1% if3c3 FO a final sails report which includes foundation requirements(subdivisions)and expansive HP. HIGH POINT E. LAKfSHORf DR 1' charoctertistics of the soil. lNV PIPE INVERT£CEVARON 1 \ I `•20 MOC MIDDLE OF CURVE W 1 ` I 11; b� 1 O) \ 14. Grading certification by the developer's civil engineering and a Anal compaction report PL PROPERTY LINE VICINITY /�l�gP 0- N T(� by a soils engineer shall be submitted to the building and engineering departments PE PAD£L£VA77ON prior to issuances of building permits, H RIGHT OF WAY _J C y TB TOP OF BERM N>5 J O `,'`,�, 2�•�O � TC TOP OF CURB `C� G 15. The soils engineering investigation dated- prepared by(engineer consultant) TG TOP OF GRAZE N dated and the engineering geologic Investigation dated-_ 7S TOP OF SLOPE I FF 1,323.90 prepared by(geologic consultant)shall be considered a port of this grading plan, and ( ) EXIS77NG ELEVA77ON Z T LO -.-' ' 22.5 B D shall be complied with. ENSIINGNATURALSCOPEA - LOT 8 ., PE 1323.40 F� D QS SEWER LATERAL s• V) - m z WATER LATERAL I:: �_ 16, A registered civil engineer or licensed land surveyor shall submit certifcotion of building © I J A i G7 / z pod level) h Where specific elevations are required, the elevation round respect to I mean OWNER/APPL/CANT.• -III- X "D ;" '�=• 1! - 3 sea level)shall be given. /f an elevation with respect to adjacent ground surface is W I � required, the actual distance above the adjacent ground shall be given. oi.,,. ,.,o. " I {=�?I.'_ 13?3.A0 a4 JOACHIM L.BELTRAMO I �j- 32890 PEPPER DR. -' _ 2,1 I j_C' a m 17 All property corners shall be clear/ delineated in the field prior to commencement of an LAKE ELSINORE, CA. 92530 s' '`!ere construction grading. y P y (915)678-1127 =J i� EXISTING HOUSE 70 18. A Ana/compaction report will be requied for all fills greater than one foot. SITE ADDRESS' P.C.c construction grading, rs REBAR-3 PUCAES AS SHOWN III _ _ F.F. EL. 1323.80 MILL Sr �' I I �_._....._...._ J 19. The Soils Engineer should inspect the construction in the:Dllowing stages! LAKE ELSINORE CALIF, A. Upon completion of clearing and during excavation and before bockfill of CONCRETE SWALE DETAIL_ '38- 1'?''F .;-^ ! ` / \ /-yam alluvial, colluvial and terraced area and any substructures. ASSESSORS PARCEL MAP NO. = I / - ��\ 8 Q g '�J 8. During a/!rough grading and operations including pre-compaction, benching 373-093-017 NTS and filling operations. CONSTRUCTION !VOTES I 1322 R � 0 C. during installation of buttress and canyon sub-drains and filter material. LEGAL DESCR/PT/ON. -_ � N ��j "'-(1 V"��/ g(// 1�19,G0 QL LOT 29,ELSINORE HfIGHISIRACT UNIT 2,MB 11�8$ L) CONSTRUCT DRIVEWAY PER RIVERSIDE COUNRY SID PLAN NO..207. \ i ('� V / / / D. when any unuso/grading conditions are encountered during construction. !N THE CITY OF LAKE ELSINORE,STATE OF CALIFORNIA (2) CONSTRUCT 4"]NICK SIDEWALK PER RIVERSIDE COUNTY STD 40f. �� ✓ rOiNk �- 0. / 5j CONSTRUCT CURB%CUTTER PER RIVERSIDE CO.STD 200 MODIFIED TO MATCH EXIST. 7 i� 6 Q 20. Erosion Contra% oil graded slopes shall be planted with roses ice plant at 12"on center ^>2S•Sq AREA CAL CULATIONS.• ;4 i CONSTRUCT GROUTED RIP RAP. I W w or other approved ground cover. Slopes over 15"in vertical height, in addition to ground �. 1321 �, - =I"•..._/- �, - , / ;_� m cover, shall be planted with approved trees, shrubs, or combination thereof, Shrubs shall ;`51 CONSTRUCT 6"PCCDRIVEWAY. TOTAL LOT AREA APPROX. 7400 SFL25 ACRE NET be planted at 10'on centers; trees, 20'on center; combination, 15'on center, Slopes over \ I 3'in vertical height shall have permanent irrigatTOon systems with backflow prevention devices TOTAL ADISTRUBED APPROX.5600 SF +`6; CONSTRUCT 3"AC OVER 6"AB.. , � � � 4,.--- _ - �✓' i _ -- _- g .�. 2; �. 33.,89 � per UB.C„ Chapter 70. 17.i CONSTRUCT 6'WOOD FENCE. THO4/AS BROTHERS.• :e, CONSTRUCT VARIABLE HEIGHT RETAINING WALL(8'MAX,)BY SEPARATE PERMIT. 21. Approved protective measures and temporary drainage provisions must be used to protect (9 CONSTRUCT 3'OUN17E GUTTER PER DETAIL HEREON. _ _ -= -- --- -� \- 2 adjacent properties during the grading project. 2004 ED. -PAGE 866:B-2 CONSTRUCT 12"DRAINAGE INLET AND CRATE PER DETAIL HEREON. / - -__ ! --- \ ___- -I=--- \ _M 22. Approved erosion preventive devices sholl be provided and maintained during the roiny season (,11: CONSTRUCT B"PVC PIPE. MO EXIST CURB & GUTTER -' ' \ ` 3` 6! 6 ` i and shall be in place at the end of each days work. SOURCE OF TOPOGRAPHY CONSTRUCT-DIRT-V DITCH-6"-DEEP AND-1'1570E AF 2R- 1 C 2J All the work shall conform to the city and state construction safety orders. BUTTERRELD SURVEY DATED;MAY 1988 AND > g z p Z FIELD SURVEYBYINLAND VALLEYDfVELOPM£NTDAIED, JANUARY2D07 i EXIST A. C. BERM--- o N Z 24. The location and protection of all utilities Is the responsibility of the permittee. , i i EXIST A. C. PAVEMENT o C PR/I/ATE ENG/VEERS NOTICE 2 ! 337.27' ran I,�/ -'�- � � 25. An approved set of grading plans shall be on the job site at all times. CDNIRACTOR AGR Es rNAr H£slut[ASSUME Sot£AND cOMPLL7£RESPaNsre/urr y ^, 58-q L,7,00"yY - _ b � �K ca FOR✓OS SITE CONOmONS DURING n/£COURSE OF CaVSrRUCMV ON 7AIIS PRA/ECr, C Z m beginning P grading AFR4Y NG.S4f OU OF ALL PERSONS OR PR�ER7Y•THAT INNS a HotlE1l 7H r rm, - 29 MIN w MIL .J T E E T sH 26. Sanitaryfacilities shall be mo/nta/ned on the site from be innin to completion o/ radio APPLY CON7/NI/OUSLYANO NOT BE LIA07ED m NORMAL WORK/NG HOURS nuT 7H£ 20Z MIN 1320,94 FS RCON17uCAIR SHALL DEFEND,INDEM/N/FY,ANO MOLD THE CRY, 771E OIYNER,ANO 7NE :, _ PAD ELEV. OW✓EER HARMLESS MD ANY AND ALL LUB/LRY,REAL OR ALLE7.�D IN COW,.07rON 27. All slopes shall be planted and irrigation facilities shall be provided for all slopes and WTIN THE PERFORMANCE OF WORK ON THIS PRQ/ECT. 2 L FD. 1" IP LS 3698 N excess of 3 feet vertical height within 90 days after completion of rough grading plans and SLAB THICKNE£S PER STRUCTURAL ENGINEER o INE CTOR., 0-4 /N A LOCA 9 REDDEST 70 U?S PRI O 70 SERVICE Q ALERT PHONE 1-B00-422-473J I7h9'2)NYJRK/NC DAYS PRIOR Ia D/CG/NG. •,'+ GRAPHIC SCALE D shall be%n accordance with ordinance Na. 882 prior to the approval Of the final inspection. No C�UCRON PDFmlr ISSUED BY THE PUBLIC#WKS OtFARWDff 5/041 BE operations. VALID INVVLV7NG UNDERGROUND FACIL/NES UNLESS THE APPLIGWT HAS AN INOVIRY B"PVC--,o to o IV 1. o ;to �n ` 1��� g -2 NUMBER ISSUED BY U.SA. VL�S y EXCAVAITON: CUT 450 CY a4URON.•ME EiVCINEER PREFAB/NC THESE PIANS INCG NOT BE RESPdYS/BLE /, 4 FOR OR Lt7BL£FOR UA(4 O OR12M CHANGES r0,OR USES OF THESE PLANS /�P/I.AL SECTION (� out r� rNo WORanG EMBANKMENT.- nLL 150 CY ALL REOUES7S FOR C/LWCES a,NHESE PUNS MUST BE/N WRmNC,AND MU57 BEFORE ppW R80RE BE APPROVED IN IYRIAM BY THE PREPARER OF THESE PLANS --- I inch=')K(a ft. T EXPORT 300 CY NIS RETAINING WALLS ARE NOT A PART OF THIS PERMIT. YO youme o TOLL rn¢ �-eao-Rxt-noo a *UNADJUSTED FOR SOIL LOSSES RETAINING WALLS DESIGN SHALL BE BY SEPARTE PERMIT. aNpA PUP1Rm SERYKE3 1lERT Ci MARK REVISIONS APPR, PATE APPROPRIATE CONDITIONS OF DEVELOP ENTTHESE PLANS HAVE BEEN REVIEWED FOR COAND/ORCCITYITH ANDHE PREPARED BY- SEAL CITY OF LAKE ELSINORE SHEET 1 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE PHECPS ENGINEERWY 9 NEssrpiq J17JO AHEV24 DEL REPOSO D f7EM4=4 CA.s 591 '••JeR-f' ��q n N,��+- Or O7 W E�py 3528UTNa SCALE BENCH MARK- AS- BOILTn GRADING PLAN �F SHEETS KEN A, SEUMALO, RCE No. 56915 DATE 4- I(p *s * 31�IBM ELEu.: 1SfEET T.C. It O. NW CORNER Of MILL ST f civil_ �s- AS NOTED 13+2.60 LT.ON SHEET i1 OF 11 OF FILE No. CITY ENGINEER DATE glfpFCA"CP lMPROV£�t£NT PANS FOR MILL ST„ L$FELL ST CITY OF LAKE ELSINORE DATES MARCH 2O07 CITY FILL NO. ST A-2.20 LE 0657 HA�•,r C?rrnL..f�f , J� fa o f..". x� (/" 5/is/1 7 D