HomeMy WebLinkAbout1_9 GRADING NOTES: ROUGH GRADING PLAN
1. ALL WORK SHALL L DONE/N ACCORDANCE W/TH ICA 0CITYAS N LAKE ELS/NORE ORLNN4F 7R NO. 801 TRA C T NO. 28214 6 ` 5.
ANO 882, AND APPL/GABLE STANDARDS ANO SPEC/FK:4T/ONS AND THE LATEST EDITION OF THE UN/FORM �
BUILDING CODE(U B.C.), CHtPT£R 33.
Z. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING 0EPAR7AIENT, CITY Of UK££LSINOR£, PRIOR TO C/T Y OF L A/�CE EL SINORE CALIFORNIA
ANY OPER4710YS.
3 79£OEVELOP£R ANC/OR THE CONTRACTOR SI64LL NOTIFY ALL UALITY COMPANIES ANO USA
ALERT �W
(1-800-227-2600)FORTY-EIGHT(48)HOURS PRIOR TO GRADING.
4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING O£PARTMENT AT LEAST 7W£NTY-FOUR(24)HOURS Ae
IN ADVANCE OF BEGINNING GR4DINO OP£R47701VS. CONSIRUC770N NOTES AND OU.AN777Y E517MATE 07Y. E5I7MATED EARTHWORK OU.ANT/T/ES $ MINTY U4P
5 DUST SHALL BE CON7ROLLE9 BY WATERING OR 07WR METHODS APPROVED BY 7HE CITY ENGINEER. not m SZWE
6CUT SLOPES SH4LL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, / CONSTRUCT CONCRETE COLLAR PER RC.F.0 d• W.C.O. STD DWG NO. M 803. I FA
AND SHALL BE SHOWN ON 7W PLAN. 2 CONSTRUCT DOWNOR41N PER DETAIL NO. 2 ON SHEET 3. SE? LF ON-5I7F EARTHWORK OU4N7MES
7. FTLL SLOPES SHALL BE NO STEEPER TH4N 2 HORIZONTAL TO 1 VFRT 04L. UNLESS 07HERWISE APPROVED, J CONSTRUCT TERRACE DRAIN PER DETAIL NO. 3 ON SHEET 3 1,080 IFGRADING SVMMGARY CUT C.Y. FILL C.Y.
SHALL BE SHOWN ON PUN, AND SHALL NOT HAVE LESS THAN 9OX RELATIVE COMPACTION OUT 70 THE i CONSTRUCT 1/4 TON RIPRAP 36-7HICK OVER 12-CRAWL FILTER BLANKET. l07 SF RAW EXCAVA17ON 1,170,959 83,293 ?'
FIN/SHED SURFACE 5 CONSTRUCT RETAIMING WALL PER DETAIL NO 5 ON SHEET 2. (UNDER SEPERA7F PERMIT) 1532 L.F -RAW OVER EXGAYATTON(1'IN CUT, 4'IN f7lL) 65,560 65,560 z
B RUS SHALL BE COMPACTED 7HPoC/GHOL/T TO 90X DENSITY AS DETERMINED BY 7HE MO%FED 7HR££(3) u CONS7RUC7 RETAINING WALL PER DETAIL NO. S4 ON SHEET 3. (UNDER SZPERATE PERM/T) 2,w L.F EXPORT - 1,OB7,666 OWNER ZDE12�LOPER.•
DYER AS)'AO'. D-1557-70 TEST METHOD. 1 IN
l CONSTRUCT 36'CSP(16 G4!/GE)PIPE. l3! L.F TOTAL 1,236,519 1,236,519 CASTLE c& COOKE ALB£RHILL RANCH
9. FILL AREAS SHALL B£CLEANED OF ALL V£6ET4770N ANO DEBRIS, SCARIFIED, AND INSPECTED BY THE 17500 COLLIER AVENUE, SUITE C-120
s COA157MICT DESIL77NG RISER PER DETAIL NO. 9 ON SHEET 3. SIZE PER PLAN. I EA. LAKE ELS/NOR£, G7 92570 z
(,'RIDING INSPECTOR ANO APPROVED SOILS TESTING AGENCY PRIOR 7b THE PUC/NC OF ALL. 'ABOW EST/MA7W QUW77TIES ARE fOR CITY PURPOSES ONLY. 04 ANATI£S MAY
12 CONSTRUCT 3'CONCRETF V-9/7CH PER DETAIL NO 12 ON SNEE7 3- m L.F VARY DEPENDING ON ACTUAL FIELD CONO?IONS (951)f 245-0476 '
10. ALL FILL MATERIAL SHALL BE CLEAN EARTH NO 17LL SHALL BE PLACED UNTIL PREPAONRON OF GROUND G>7NTACT.• TOM TOMLINSON, P.E.
/S APPROVED BY THE SOILS ENGINEER !3 CONSa�� O RRAC SHEET 13 ON &DOWN DR41N/N7ERSECWN 10 EA N07F.' 7HE ABOVE OtAffTME5 HAVE B££N ESTU47ED BY THE ENGINEER fOR
PER PERMIT PURPOSES CM Y.7 THE CONTRACTOR SHALL DETERMINE HIS OWN OVAN77TI£5
11. FINISH GR40F SHALL BE SLOPED AWAY FROW ALL EXTERIOR WALLS AT NOT LESS 7HAIN X'PER FOOT FOR !4 INSTALL BROOKS PRODUCTS CONCRETE DRAINAGE INLET MODEL NO. 2424 W/7H I FA AND HE IS SOLELY RESPONSIBLE FOR DETERMINING THE AMOUNT AND COST OF ENG/NEER.-
A MIN/MUM OF THREE'(3)FEET, THEN !X(MINIMUM) TO FLOW LINE OF EARTH SWALE. G41YAN/Z£0 61?A7E. IMPORT/EXPORT AND OTHER 6R40/NG OUAN7777,-S FOR 7HS PRGU£CT. KWC ENGINFERS ANC
Is GUNITE 9'THICK W17H 2500 PS/CONCRE7F 7! sF 1880 COMPTON AVENUE, SU/7E/100
12 AAAM&IM BUILOlNC PAO AND DRAINAGE SWALE SLOPE SH4LL BE IX IF CUT OR FILL SLOPE/S LESS THAN !6 CONSTRUCT V-DITCH TO PIPE 7RAN5/770N PER DETAIL NO. 16 ON SHEET 3 I Fit INDEX SHEET NO. CORONA, CA. 92881-JJ70
TEN FEET(10), AND 2X IF CUT OR FILL IS GREA7FR 7H4N TEN FEET(10) ORAIN4GE SHALES SHALL BE (951)734-2130
A MIN/MUM OF 0.5"DEEP AND CON57RUC7ED A MIN/MUM OF 7W0 FEET(2)f770M THE TOP OF CUT OR FILL n INSTALL 4'PLASTIC DRAIN PIPE. 25 [.F 777ZE SHEET / CONTACT AWKE C. TAW, PE
SLOPES
NOTE• THE ABOVE 04MAW77ES HAW B££N ZSTIM47E9 BY THE ENGINEER FOR INDEX A64P&S7R£ET SEC7701VS 2
13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EOUNALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. PERMIT PURPOSES ONLY. 7HE CONTRACTOR SHALL DE7ERMINE HIS OWN OUMOVTES DETAILS 3 SOILS ENGINEER.•
14. P61010E A BROW DITCH, DESIGNED TO HANOLE ONE HUNDRED(100) YEAR STORM FLOWS ALONG 7HE TOP CROSS SECTIONS 4 P£TRA 6EO7£C1hV1CW INC.
OF CUT SLOPES. PLAN SHEET 5-9 38655 SKY CANYON DRIVE S11/7F A
MURR_TA CA 92563
15. NO 0 57RUC770AI OF FLOOD PLAINS OR NAIUR4L WATER COURSES SHALL BE PERMI7T£C. (951) 600-9271
77r CONTACT GRAYSON WALKER, GEE
16. A SOILS ENGINEER SHALL BE RETAINED SY THE DEVELOPER, TO SUPERVISE GRADING AM?PROMVC A ANAL U//L///7V NO
OOIL 7HE SORT WHICH/NCLUOES FOUN0470V REOUIREMENIS(SUB9IV/S/ONS)AND EXPANSIVE CHIRACI£R/S77CS GRADING N07ES CONTINUED.• LEGEND & ,srY�/BOLS
L. WATER' ELSINORE VALLEY MUN/C/PAL WIAFR DISTRICT
17. GRADING CER wcAAON BY THE OfVELOP£R:S CML ENGINEER AND A FINAL CDMPAC7ION REPORT BY A 33 ANY COVIRAC7OR PERFORMING WORK ON THIS PROTECT SHALL FAMILIARIZE HIMSELF W/TH THE 5I7F AND JIJ15 CHANEY STREET = EXISTING CONTOUR ELZYATION
ENGINEER SHALL BE SUBMITTED TD THE BUILDING ANO ENGINEERING D£PAR7M£N75 PRIOR 779 ISSUANCE BE SOLELY RESPONSIBLE FOR ANY LWAGAGE TO EXISTING FAC/L/TIES RE3'ULTING OIREC7LY OR 1N01REC7LY LAKE ELS/NORE, CA. 9?331
LDI
SOILS
OF BU/'NGI ERRMl75. FROM HIS OPERATIONS, WHETHER OR NOT SUCP/FACILITIES ARE SHOWN ON THESE PLANS. (951) 674-3146 -/200- PROPOSED SURFACE EZEMT70AT
34. 7W OESrdV ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAO, PRIOR TO SEWER.' ELS/MORE VALLEY MUNICIPAL WATER DISTRICT B.S.L. =BU/LO/NG SETBACK Lam/£
18. THE SOILS ENGINEERING06AM INVEST/GAT/ON✓.N. SY Pf, DAIEO SEPICAL, INC.,f0, 2004 AS UP04I ' BY LETTERS R04IGH GRADE APPROVAL 31375 CHANEY STREET CSP = CORRUCA7ED 57ZEL PIPE $
LV17E0 8/3/O6 AND 9/5/06 AS PREPARED BY F>ETRA CEOTECNN/Gil, / SHALL BE COYKS/L7E/EC A PART LAKE ELSINORE, CA. 92331 q
OF 7HAS GRADING PLAN AND SHALL BE/N COMPLIANCE 35. APPROXIM47F D47E OF.' GRADING OPER4770NS (951) 674-3146 D.0. = DECOMPOSED GAWN17E
BEGINNING OPERATION.' 7-01-07
19. A REG/S7FRED CMI ENGINFER OR LICENSED LAND SURVEYOR SHALL SUBMIT C£RAF/CAITOV OF BU/L01W COMPLE7XJN.• 1/-0/-07 EG = EDGE OF OU77FR
PAO ELEVATION. WHERE SPECIFIC ELEVA77ONS ARE REQUIRED, THE FLEVA77ON(WITH RESPECT TO MEAN SEA G45: SOU7HE77N CALIFORNIA GAS CO. ELEV. = FCEYA7)ON
LEVEL)51ALL BE GIVEN. IF AN£LEYA7KIN WI7H RESPECT TO AWACENT GRO41NO SURFACE/S REOU/RED, 7W 36. NO ROCK OR 07WR IRREDUCIBLE M47FRIAL l4'ITH A MV1A/UM DIMENSION GREATER T',AN 7WEE INCHES 1981 W. LU60AIA AVE.
ACTUAL DISTANCE ABOVE 7W AaACENT GROUND SHALL BE GIVEN R£DLAMM, CA. 92374 n
(3) WILL BE PUC£O/N FILLS W/7H/N RGWOB£O AREAS OR THREE FEET(3)OF FIN/SN GRADES, UNLESS FG = FINISH GRADE
7WLOCATX)Ti6 A647FR/ALS, AND DISPOSAL METHODS ARE SPEC/f7C.4LLY APPROVED BY THE SOILS ENGINEER (909)J35-7828 FL = FL014YINE N
20. ALL PROPERTY CORNERS SHALL BE CLEARLY DEL/NEAlEO/N THE FIELD PR/OR JO COA/MEHCEM£NT OF ANY 58C/PAC/f7C BELL CONSTRC G7£(VERIZONJ m
ICT/pN/CRAD/NG. 37. 7HE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEWCES AND OBTAIN INSPECT/ON BEFORE PHONE• f5 = F'7NJSHED SURFACE
APPROVAL. 1265 N. VAN BUREN 150( ✓UAN/TA STREET
21. STA81LITY CALCUU77ONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SILALL BE SUBM07CO SY A SOILS ANAHEIM, CA. 92807 HEEET CA. 92543 GB = GRADE'BREAK
ENGINEER TO THE BU/LONG AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 7HR7Y FEET J8. GRADING PLANS WILL NOT B£APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY 7W BUILDING (714) 666-5423 (951) 672-6518
ON
(-10)IN VERRCAL HEIGHT. DEPARTMENT. 50. CAL. EDISON CO. PA',W = HOME OWNERS A.SSOCL LfN
ELECIR/C.' 26100 MENEFEE R040 HOPE = HIGH DENSITY POLY£1H£L££
22. A FINAL COMPAC77ON REPORT WILL B£REOUARED FOR ALL FILLS GREATER THAN ONE(1)FOOT. 39. DR NACE£ASEMEN75 MILL BE KEPT CLEAR OF ALL OBS7RU07704S NO BUILDINGS OR NAILS SHALL BE ROMOLANO, CA. 92585 /NV - !NY£RT
PLACED W/7HIN EASEMENT L/MITE 7EM ORARY IMPROVEMEN7S ARE SUBJECT 70 REMOVAL AT OWNERS (951)928-8207
23. IF S7Z"EP SLOPING 7FRRA/1V OCCURS UPON WHICH FILL /S TO BE PLACED, IT MUST BE CLEARED, KEYED EXPENSE (951)820-5498 L= = LENGTH
AND BENCHED INTO FIRM AM7URAL SOIL FOR FULL SUPPORT PREPAR471ON SMALL BE APPROVED SY A MIN. = MINIMUM
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF ALL M47ERML. SLOPES GREATER THAN 5:1 ARE RIVERSIDE COUNTY FIRE DEPARTMENT
REQUIRED TO BE KEYED AND BENCHED.
FIRE, 4080 LEA/ON S7WET ZNO FLOOR UPC = MIDDLE OF CURVE
RIVERSIDE, CA 92502
24. 7W SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION/N 7H£FOLLOWING STAGES: (951)955-4777 PC = PROPERTY LINE
A. UPON COMPLETION OF CLEARING AND DURING EXC4017UN AND BEFORE 8401(RU OF ALLIA44L, COLL111,24L LEVEL 3 COMMUN1047/ON5 PP = POWER POLE
AND TERRACED AREAS AND ANY SU947RUC7URE5 e f78ER OP77C.' NETIFORK RELOGATOTNS DEPARTMENT R/W = RIGHT OF WAY
DECLARATION OF ENGINEER OF WORK 1025 ELDORADO BLVD 8LOG 33A-522 5= = SCOPE
B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, BENCHING AND FILLING BROOMREZD, CO 80021
OPEAMPONS. (720)888-5688 SCE = SOU7H£RN GAC/FORN/A EDI<5ON
/HEREBY DECLARE THAT THE DESIGN OF 7H£/MPROVEM£N7S AS SHOWN ON
C. DURING INSTALL477ON OF BUTTRESS AND CANYON SUB-ORVIVS AND FZ TER MATFR4L. THESE PLANS COMPLIES WITH PROE55/0NK ENG/NEER/NG STANDARDS AND SO = SIORV DRAIN
PR4077C£S AS THE ENGINEER IN RESPONS/BLE CHARGE OF 7HE DESIGN OF NO TC = TOP OF CURB
D WHEN ANY UNUSU4L GRADING CONLN77ONS ARE ENCOUNIFRED OUR/NC CONSTRUCTION. THESE/MPROWWENTS /ASSUME FULL RESPOV518LE CHARGE FOR SUCH DESIGN
/UNDERSTAND AND ACKNOWLEDGE 7H4T TH£SIGN47URE OF THESE PLANS BY 7F TOP OF'FOOTING -..
25. EROSION CONTROL: ALL GRADED SLOPES SHALL AF PUNTED W17H ROSEA ICE PLANT OR ANOTHER B&H FOR THE CITY OF LAKE ZZSINORE, AND THE REVIEW OF THE PUNS BY THE FOR KEY MAP/NDICA7JNG SHEET COVERAGE SEE SHEET 2 OF 9.
APPROVED GROUND COVER, AT 7WELVE INCHES(12) ON CENTER SLOPES OVER FIFTEEN FEET(15' /N CITY OF LAKE ELSIAORE, IS A RENEW OF GENERAL COMPLIANCE WITH DISTRICT TW = TOP OF W4tL
VERAGAL HElCM, /N A00//ION TD GROUND COVER, SHALL BE PLANTED W/7H APPROVED TREES; SHRUGtS O7 STANDARDS THS APPRDYAL /5 NOT A DE7FRMINATION OF TELL TECHNICAL AOEOLIACY W = MV7H
COIB/NATION 7H£REOF. SHRUBS SHALL BE PLANTED AT 7EN FEET(10)ON CENTER 7R£ES AT TWENTY FEET THEREFORE
ACCURACY OF THE DESIGN OF THE/AIMUTY FOR SUCH APPROVAL ODES NOT,
THEREFORE, REZ/EVE ME�'MY RESPoNS/E•NL/TY FOR THE DESIGN OF THESE/MPROVE'MENTS. BENCH MARK
(20) ON CENTER' COMB/NATIONS f7FIFEN FEET(15) ON CENTER SLOPES OVER THREE FEET(3)IN VERTIC41 TT
SLOPE e
HEIGHT SHALL HAVE PERMANENT/RR/G4770N SY575MS WITH BACKFLOW PREVENT/ON OEl9CES PER U.B.C. BENCH MARK NO. C-95-33 ELEY. = 1356.45 MSL (1929 R47UM)
26. APPROVED PR07FCTAC MEASURES AND 7EMPORARY DRAINAGE PROWSIONS MUST BE USED TO PR07ECT FROM THE/N7ERSECIA7N OF LAKE3'HORE DlP/YE'AND OR>DEN SINEE7 40 FEET o / = D4YL/GHT LINE ' m
AR/O/NING PROPERTF5 DURING THE GRADING PRGiIECT. 5007HEA57FRLY ALONG 1AKE3HORE AND 40 FEET NORTHEASTERLY TO 7RF
--ram""-^.'_� i p CHISELED 'SOU4RE'/N TOP OF CURB AT BCR. = CHAIN LINK FENCE �
27. APPROVED EROSION PREVEN77V£OEWfS SHALL BE PRONDEO AND AAINTAINED DURING 7HE RAINY SEASON
AND SHALL BE IN PLACE AT 7HE END OF EACH DAY'S WORK ENGINEER OF WORK
FENCE BY ARCHITECT
BASIS OF BEAR/NGS.• p z
28 ALL WORK SP64LL CONFORM TO THE C/IY AND STATE CONS7RUCTlON SAFETY ORDERS 774F 84SIS OF BEARING FOR THIS AMP/S THE LINE BE7WEEN 7HE NGS MONUMENTS FLOMINE $
29. 7H£LOCA77ON AND PROTE07ION OF ALL UT7L177£S/S THE RESPONSIBILITY OF 77E PERkITT5£/C0N7R4C70R. LEGAL OES'CR/P770N i1LB£R'(PLO DX3793J ANO 'kALKER'(PLO OX37B?J, BE/NC N5?75317Y. /XXXXX _ TOP OF CURB ELEVA77ON
30. AN APPROVED SET OF GRACING PLANS SHALL BE ON 7HE JOB S17E AT ALL TIMES A PORTION OF PARCEL /, LU NO 89-12 AS SHOWN ON THE DOCUMENT rc
= ���WALL '
RECORDED JULY 19, 1990 AS INSTRUMENT NO. 266712 OFRCI4L RECORDS OF GRADING GENERAL COMMENTS.•
31. 541VITARY FACIZILLS SIdALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETON OF C7Z4aAV 711E COUNTY OF RAfWIDE, STATE OF CAL/FORMA.
OPER4770N.
MY Or LME Q. E GRAa P AUMER THIS 517F H45 OBTAINED A NATTONAL POLLUTION PREVENTION ELIAOVN477ON SYSTEM(NPDES)
32 ALL SLOPES SHALL BE PUNTED ANO/RR/G47ION FAC/L/T7ES SHALL BE PROVIDED FOR ALL SLOPES IN PERMIT TO REGULATE S70AW WA7FR DISCHARGES.
EXCESS OF THREE(3)FEET VERTC4L HEIGHT W/THN NINETY(90)a4YS AFTER COMPLETION OF ROUGH
b
GRADING AND ShWLL BE/N ACCORDANCE IYlIN ClIY OF LAKE ECS/MORE GRADING ORD/N4NCE N0. BB2 NPOES WD/D/ 8 33C326314 O47F PERMIT ISSUED.'
PRIOR TO 7W APPROVAL OF F7N4L INSPECTION
�!7 OV Q+•l�•O
e
JOB ADDRESS MARK DATE REVISIONS APPR. DATE ACE CAW"AWWW 5)r AW"Ur SWEr SEAL SEA nasF PGaNs. �' fVR -"°�$°R1CB'�
ROFESS/ A4jX N M 7W APP' W CVYWI0146 f�
OF I o CITY OF LAKE E LS I N O R E
M-MO1°MEAP AW/OR CP7Y AW STA7F - ti
LAMS AW A MAW OM'BF AT-q .." V
LOG NO. ��� 'yc�2� �/ / p :TOLL FRa /�yrrs TRACT NO. 28214-6
„�', No.64263 m 1-800 mo mvmx n.-n
m KEN SELANKO RGE NR 56YI5 EaP. s/3o/07 __. 22�2sao " ° � ' •°�'- ROUGH GRADING PLAN
AMO OF THE * * UNDER THE SUPERNSM OF
.. 7
Exp.6 7 � 07Y ZAVAFER, 07Y OF LAKE RSIVOR£ no rtmw Hers eo¢+a uv ac SHEET.OF 9 E
BENCHMARK c'uny<rREON IV THE EYf1V7 OY'�S AIPFu/NC AP7E7P AGENCY PSCALE N15 E JE7FllE No.EFT
APPRIOW OP D7nPdtG Q�47RLCMW, 7W PWM7F fAZI Y'EA SHKL `�,q• CIVIL• ,a� :°� StT A80W LX' F PTA MWWi ,W ACCEP7A&t SOL40XW A n C E C. TAW DATE f?-1A-016 W.O.p.c: W.O.i: P.Z.: FOR:
REIMW 7W PLANS FOP APPAUM 8Y 7NE 60K)W✓W AGEAG'Y DESrNm 6Y: T DAAWN 8Y: T qi AICT 64263 06-30-07