HomeMy WebLinkAboutTR 28214-6,7,8 RG PLAN NO 914 AS BUILT_compressed u �J
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GRADING NOTES. Coll iiiRING PLAN
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1. ALL WORK SHALL LI DONE/N ACCORDANCE WITH THE OCITYNS N LAKE LATEST
E ORDINANCES NO. BOl (7TRACT
NO. ����� �' Jr
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AND 882, AND APPLICABLE STANDARDS AND SPEC/F/CAT/ONS AND THE LATEST EDITION OF THE UN/FORM
BUILDING CODE(U.BC), CHAPTER 33
2. A PERM?SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PR/OR TO j'n+J��ANY OPERA DEVELOPER
C®7b �� L A KE EL S/NO IFORMA
3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND US.A. ALERT
(1-800-227-2600) FORTY-EIGHT(48)HOURS PR/OR TO GRADING �s F R RsIDE
4. THE CONTRACTOR SHALL NORFY THE CITY ENGINEER/NC DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS CONSTRUCT/ON NOTES AND OUANT17Y EST/MATE QTY.
/N ADVANCE OF BEGINNING GRADING OPEM77ONS.
ESTIMATED EARTHWORK OUANTIT/ES VICINITY MAP
5 DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER TRACT 28214-5 NOT M SrAa
6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERW/SE APPROVED, 1 CONSTRUCT DOWNDRA/N PER DETAIL NO 2 ON SHEET J. 44 [..
AND SHALL BE SHOWN ON THE PLAN. 3 CONSTRUCT TERRACE DRAIN PER DETAIL NO. 3 ON SHEET J. 270 [.F ON-SITE EARTHWORK OUAN7777ES
A CON57RUCT 7ERRACE DRAIN&DOWN DRAIN/N7ERSEC770N GRADING SUMMARY CUT(C.Y.J F/LL (C.Y.J m
7 SHALL BE SHOWN ON PLAN,
SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS /SE APPROVED, /'T PER DETAIL NO. 73 ON SHEET J. / RAW EXCAVA770N 1,170,959 83,193 - G
SHAN, NO SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION
OUT TO THE
f7N/SHED SURFACE. TRACT 28214-7 -RAW OVER EXCAVAT/ON(1'/N CUT, 4'/N F7LO 55,550 6.5,560 -
S CONSTRUCT BETA/N/NG WALL PER DETAIL NO. 5 ON SHEET 2 (UNDER SEPER47F PERMIT) 510 L.F OWNER /DEVELOPER.• Z
B FILLS SHALL BE COMPACIED THROUGHOUT TO 9OX DENSITY AS DETERMINED BY THE MOO/HIED THREE(3) EXPORT - 1,087666 G1
LAYER A.S.T.M. 0-1557-70 TEST METHOD. s4 CONSTRUCT RETAINING WALL PER DETAIL NO. 5A ON SHEET.3 (UNDER RPER47E PERMIT) 2,D27 L.F
TOTAL 1,236,519 1,236,519 CASTLE& COOKE ALBERHILL RANCH
9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEER/5, SCAR/FIFO, AND INSPECTED BY THE /1 CONSTRUCT 3'CONCRETE V-DITCH PER DETAIL NO. 12 ON SHEET 3. U L.F. 17600 COLLIER AVENUE, SU17F C-120 __ C
GRADING INSPECTOR AND APPROVED SOILS TES77NG AGENCY PR/OR TO THE PLACING OF FILL. TRACT 28214-8 'ABOVE ESAM47ED 044411/7777ES ARE FOR CITY PURPOSES ONLY. 01441 MAY LAKE ELS/NORE, C4 92530
VARY DEPENDING ON ACTUAL FIELD COND177ONS (951)245-0476 -_ W
10. ALL FILL MATERIAL SHALL BE CLEAN E4R7H NO FILL SHALL BE PLACED UN77L PREPARATION OF GROUND z CONSTRUCT DOWNDRA/N PER DETAIL NO. 2 ON SHEET 3 518 L.F. CONTACT. TOM TOMLINSON, P.E. 31
/S APPROVED BY 7HE SOILS ENGINEER .7 CON57RUCT 7ERRACE DRAIN PER DETAIL NO. 3 ON SHEET J. 1,870 L.F N07F THE ABOVE OL7ANT/T/ES HAVE BEEN ESTIMATED BY THE ENG/NEER FOR
PERMIT PURPOSES ONLY./ THE CONTRACTOR SHALL DE7FRM/NE H15 OWN OUANT177ES ENGINEER.•
11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXIFR/OR WALLS AT NOT LESS THAN IK"PER FOOT FOR s CONSTRUCT RETAINING WALL PER DETAIL NO. 5 ON SHEET 2. (UNDER SEPERATE PERMIT) 755 [.F AND HE/S SOLELY RESPONSIBLE FOR DETERMINING 7HE AMOUNT AND COST OF
A MIN/MUM OF THREE(3)FEET, THEN 7$(MINIMUM) TO FLOW LINE OF EARTH SWALE .0 CONSTRUCT RETAINING WALL PER DETAIL NO. 5A ON SHEET 3. (UNDER SEPER47F PERMIT) 698 [.F IMPORT/EXPORT AND 07HER GRADING OUAN7777CS FOR THIS PROJECT. KWC ENGINEERS, INC.
1880 COMPTON AVENUE, SUITE/100
12. M/M/NUM BUILDING PAD AND ORA/NAGE SHALE SLOPE SHALL BE I%/F CUT OR FILL SLOPE/5 LESS THAN 7 CONSTRUCT 36"CSP(16 GAUGE)PIPE. 7al L.F INDEX SHEET NO. CORONA, CA. 92881-3370' TEN FEET(10), AND 2R'/F CUT OR FILL /S GREATER THAN TEN FEET(IO). DRAINAGE SHALES SHALL BE 9 CONSTRUCT DE5/L77NG RISER PER DETAIL NO. 9 ON SHEEP 3. SIZE PER PLAN. 1 Fa. (951) 7-T4-2130
A MIN/MUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF TWO FEET(2) FROM THE TOP OF CUT OR FILL CONTACT. MIKE C TA/NG P.E.
CONSTRUCT TERRACE DRAIN&DOWN DRAIN INTERSECT/ON T/TLE SHEET I
SLOPES. 0PER DETAIL NO. I3 ON SHEET 3 9
INDEX MAP& STREET SECTIONS 2
13 PROVIDE 5'WIDE BY I'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5,HIGH /t INSTALL BROOKS PRODUCTS CONCRETE DRAINAGE INLET MODEL NO. 2424 WITH 1 E.A. DETAILS 3 SOILS ENG/NEER.•
GALVANIZED GRATE.
74. PROVIDE A BROW DITCH, DES/GNED TO HANDLE ONE HUNDRED(100) YEAR STORM FLOWS ALONG 7HE TOP 16 CON57RUCT V-DITCH TO P/PE 7RAIV5177ON PER DETAIL NO. 16 ON SHEET 3 1 Ea CROSS SECTIONS 4 PE7R4 SKY AHN/CqL, INC.
OF CUT SLOPES: PLAN SHEET 5-9 386.1 SKY CANYON DRIVE, SUITE A
n INSTALL 4"PLASTIC DRAIN PIPE25 t.F MURR/ETA, CA 92563
15. NO 0857RU077ON OF FLOOD PLA/N5 OR Ng7URAL WATER COURSES SHALL BE PERM177FD. (951) 600-9271
N07F' THE ABOVE OUAN77T/ES HAVE BEEN EST/M47E0 BY 77YE ENGINEER FOR CONTACT. GRAYSON WALKER, G.E.
16. A SOILS ENGINEER SHALL BE RETAINED BY INC`DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A FINAL PERMIT PURPOSES ONLY. THE CON7RAC70R SHALL DETERMINE HIS OWN OUAN7777E5 UTILITY NOTES
SOILS REPORT WHICH INCLUDES FOUNDA770111 REOU/REMEN7S(SUBDIVISIONS)AND EXPANSIVE CHAR467TER/577CS LEGEND & SYMBOLS
OF 7HE SOIL.
WATER ELS/NORE VALLEY MUNICIPAL WATER 0/5IR/C7
17. GRADING CERARCAAON BY THE DEVELOPERS C/V/L ENGINEER AND A FINAL COMPAC7701V REPORT BY A GRADING NOTES CONTINUED.- 31315 CHANEY 57REET = EXISTING CONTOUR CLEVA7701V
SOILS ENGINEER SNAIL BE SUBM177FD rO THE BUILDING AND ENGINEERING DEPAR7MENT5 PR/OR TO ISSUANCE LAKE ELS/NORE, C4. 92337
OF BUILDING PERMITS. (951) 674-3146 -1200- = PROPOSED SURFACE ELEYARON
33 ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAM/LLAR/ZE HIMSELF WITH THE 517E AND BST. = BUILDING SE78ACK LINE
78. THE SOILS ENGINEERING INVEST/GAT/ON✓N. 160-04, DATED SEPTEMBER 10, 2004 AS UPDATED BY LETTERS BE SOLELY RESPOIVS/BLE FOR ANY DAMAGE TO EXIS77NG FACIL177CS RESUL77NG D/REC7LY OR INDIRECTLY SEWER ELS/NORE VALLEY MUNICIPAL WATER DISTRICT
047F0 B/3/06 AND 9/5/06 AS PREPARED BY PETRA GEOTECHN/CAL, INC., SHALL BE CONSIDERED A PART FROM HIS OPERATONS, WHETHER OR NOT SUCH FACIL/RES ARE SHOWN ON THESE PLANS. 31315 CHANEY STREET CSP = CORRUGATED 57FEL PIPE O LAKE ELSINORE, CA. 9233I - 77
OF THIS GRADING PLAN AND SHALL BE/N COMPLIANCE 951 674-3146 D.G. = DECOMPOSED GRANITE _ D
4 T DESIGN ENG/NEER S/-/ALL PROVIDE A MINIMUM OF ONE I BLUE TOP PER FIN/SHED PAD PR/OR TO ( _
3. HE E )
O
ROUGH GRADE APPROVAL. --
EDGE OF GUTTER
19. A REG/S1FRE0 CML ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERT/F2:AT/ON OF BUILDING
EG -
PAO ELEVAT7NN. WHERE SPEC/FTC ELEVATIONS ARE REOU/RED, IRE ELEVATION(WITH RESPECT TO MEAN SEA 35. APPROX/MATE D47F OF., GRAD/NC OPERATIONS G4S.. SOUTHERN CALIFORNIA OAS CO. ELEV. = CLEVA77ON Gl
A A . z_
1EDL W. , CA. W4
LEVEL)SHALL BE C/VEN. /F AN ELEYARON WITH RESPECT 70 ADJACENT GROUND SURFACE/S REOU/RED, THE BEGINNING OPERATION, 7-07-07 REDLANOS, CA. 92374 = Z
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. COMPLETION.- 11-01-07 FG = RN/SH GRADE __
(909)335-7828 - C
FL = FZOWL/NE = 3
TCOMMENCEMENT OF ANY
PR PER7Y CORNERS SHALL BE CLEARLY DEL/HEATED/N THE FIELD PR/OR O K R 7H R/RREDUC/ MA RNA WITH A MAX/MUM DIMENSION GREATER THAN THREE INCHES
20. ALL O36. NO ROC O O E BLE TE L
S /PA /FTC BE �LL GTE R ) FS = FIN/SHED SURFACE/ZON mBC C
CONS7RUC770N/GRAD/NG. (3J WILL BE PLACED/N FILLS W/TH/N ROADBED AREAS OR THREE FEET(3) OF FINISH GRADES; UNLESS PHONE
1265 N. VAN BUREN 150 S. ✓UAN/TA STREET m
THE LOCATION MATERIALS AND DISPOSAL METHODS ARE SPEC/F7CALLY APPROVED BY THE SD/LS ENG/NEER. _
A
, ANA /M [:A. 92B07 HEMET CA. 92543 GRADE BREAK
HE CB G B EA
11. STAB/L/lY CALCULARONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBM/77E0 BY A SOILS (714f 666-5423 (951J 672-657B
ENGINEER TO 7HE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEETBEFOREHOA = HOME OWNERS ASSOCIARON
37 THE ENG/NEER MUST SET GRADE STAKES FOR ALL DRAINAGE DENCES AND OBTAIN INSPECT/ON
(30)/N VERTCAL HEIGHT APPROVAL.
ELECTRIC. SO. CAL ED/SON CO 16700 MENEFFE ROAD HDPE = HIGH DENSITY POLYE7HELENE
22 A FINAL COMPAC7701V REPORT WILL BE REOU/RED FOR ALL FILLS GRE47FR 7HAN ONE(1)FOOT. 38. GRADING PLANS WILL NOT BE APPROVED LINN ALL RETAINING WALLS ARE APPROVED BY THE SUILO/NG ROMOLAND, C4. 92585 /NV. = INVERT
DEPARTMENT. (951) 928-8207
23. /F STEEP SLOPING 7ERRA/N OCCURS UPON WHICH FILL /S TO BE PLACED, /T MUST BE CLEARED, KEYED (951) 820-5498 L= = LENGTH
AND BENCHED INTO 1-7RM NATURAL SOIL FOR FULL SUPPORT PREPARA77ON SHALL BE APPROVED BY A 39. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS NO BUILDINGS OR WALLS SHALL BE MIN = MIN/MUM
REGISTERED SOILS ENGINEER PR/OR TO PLACEMENT OF FILL MATERNAL. SLOPES GREATER THAN 5.-1 ARE PLACED WITHIN EASEMENT LIMITS: TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNERS RIVERSIDE COUNTY FIRE DEPARTMENT
FIRE
REQUIRED TO BE KEYED AND BENCHED. EXPENSE. 4080 LEMON 57REET 2NO FLOOR MOC = MIDDLE OF CURVE
24. THE SOILS ENGINEER SHOULD INSPECT 77E CON57RUCT/ON/N THE FOLLOWING STAGES, RIVERSIDE, CA. 92502
RIVER IDE CA.
PL = PROPERTY LINE
A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE 84CKFILL OF ALLUVIAL, COLLUVLAL LEVEL 3 COMMUNIC477ON5 PP = POWER POLE
AND TERRACED AREAS AND ANY SUBSTRUCTURESS Ar FIBER OPTIC, NETWORK RELOCARONS DEPARTMENT R/W = RIGHT OF WAY
B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPAC77ON, BENCHING AND FILING DECLAR4T/ON OF ENG/NEER OF WORK BROOMRFLD,1025 DCO 90021SLOG 33A-522 S= = SLOPE
OPERATIONS /HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON (720)888-5688 SCE = SOUTHERN CALIFORNIA EDISON
C. DURING INSTALLA7701V OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. THESE PLANS COMPLIES W/TH PROFESS/ON4L ENGINEERING STANDARDS AND SO = STORM DRAIN
PRACTICES. AS THE ENGINEER/N RESPONSIBLE CHARGE OF 7HE DESIGN OF NOTE- TC = TOP OF CURB
D. WHEN ANY UNUSUAL GRADING COND177ONS ARE ENCOUNTERED OUR/NC CONSTRUC77ON. THESE IMPROVEMENTS /ASSUME FULL RESPONS/BLE CHARGE FOR SUCH DESIGN
I UNDERSTAND AND ACKNOWLEDGE THAT 7HE SIGNATURE OF 7HES'E PLANS BY TF = TOP OF FOORNG
B&H FOR THE C17Y OF LAKE EL51NORE, AND THE REVIEW OF 7HE PLANS BY THE FOR KEY MAP/ND/CAT/NG SHEET COVERAGE SEE SHEET 2 OF 9.
25. ERGS/ON CONTROL: ALL GR4DE0 SLOPES SHALL BE PCAN7E0 WITH ROSEA ICE PLANT OR ANOTHER C17Y OF LAKE ELSINORE, /S A REVIEW OF GENERAL COMPLIANCE WITH 0/57R/C7 7W = TOP OF WALL
APPROVED GROUND LOVER, AT 7WELVE INCHES(127 ON CENTER SLOPES OVER R 7EEN FEET(15)/N ti
VER77CAL HEIGHT, /N ADD177ON TO GROUND COVER, SHALL HE PLANTED WITH APPROVED 7REES, SHRUBS OR STANDARDS. THIS APPROVAL N NOT A D40PROVNARON OF THE APPROVAL
ADEQUACY W= = WIDTH
COMBINA77ON THEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET(10) ON CENTER,- TREES AT TWENTY FEET OR ACCURACY OF THE DESIGN OF THE/MPROIEMENTS, SUCH APPROVAL DOES NOT, � e
THEREFORE, RELIEVE ME OF MY RESPONSIBIL17Y FOR THE DES/GN OF THESE/MPROVEMEN75. BENCH MARK
(207 ON CENTER, COMB/NATIONS FIFTEEN FEET(75) ON CENTER. SLOPES OVER THREE FEET(3)/N VERTCAL = SLOPE
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS W17H B4CKFLOW PREVEN77ON OEY/CES PER US C. BENCH MARK NO. C-95-33 ELEV = 1356.45 M5L (1929 DATUM) - \ - � A
n D
26. APPROVED PR0TEC77lE MEASURES AND 7FMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT FROM THE/NTERSECRON OF LAKESHORE DRIVE AND DRYDEN•STREET 40 FEET o /u = DAYLIGHT LINE o
A63/0/NING PAIOPER77ES DURING THE GRADING PROJECT SOUTHEA57ERLY ALONG IAKESHORE AND 40 FEET NOR7HE457ERLY TO THE z
OSI$II D7 CHISELED 'SQUARE"/N TOP OF CURB AT BCR. = CHA/N LINK FENCE
27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MA/NIAINFO DURING rHE RA/NY SEASON e C
AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK ENG/NEER OF WORK Q41F = FENCE BY ARCHITECT a C
BASIS OF BEAR/NGS.-
28. ALL WORK SHALL CONFORM TO THE C17Y AND STATE CON57RUCRON SAFETY ORDERS K
I THE 84515 OF BEARING FOR THIS MAP/S THE L/NE BETWEEN THE NGS MONUMENTS = FZOWL/NE h W
29. 7HE LOC4770AI AND PROTECT/ON OF ALL UTILITIES/5 THE RESPONS18IL17Y OF THE PERM/TTFE/CONTRACTOR LEGAL DESCRIPTION i7LBER"(P/D OX3793f AND 1YALKER"(P/D OX3782J, BEING N5225;72"W. _ TOP OF CURB ELEYA7YON n m
-To AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES A FOR7701V OF PARCEL 1, LLA NO. 89-12 AS SHOWN ON THE DOCUMENT = RETAINING WALL g
RECORDED✓ULY 19, 1990 AS INSTRUMENT NO. 265712 OFFICIAL RECORDS OF GRADING GENERAL COMMENTS.-
31. SANITARY FACIL177ES SHALL BE MANTA/NED ON THE S/7E FROM BEGINNING TO COMPLETION OF GRADING THE COUNTY OF R/IERS/DE, STATF OF CALIFORN14
OPERAT/ON. THIS SITE HAS 087A/NED A NATIONAL POLLUTION PREVEN770N ELIMINATION SYSTEM(NPOES) N
32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FAC/L/RE5 SHALL BE PROVIDED FOR ALL SLOPES/N CITY OF LAKE ELS/NORE GRADING PERM/T NUMBER------------- PERMIT TO REGULATE STORM WATER DISCHARGES o
EXCESS OF THREE(3) FEET IERRC4L HEIGHT WITHIN NINETY(90)DAYS AFTER COMPLETON OF ROUGH n
GRADING AND SHALL BE/N ACCORDANCE WITH C17Y OF LAKE ELS/NORE GRADING ORDINANCE NO. 882 NAVES WD/D/ 8 J30326J14 047F PERMIT ISSUED:
n
PR/OR TO THE APPROVAL OF FINAL INSPECTION o
JOB ADDRESS MARK DATE REVISIONS AP DATE SEAL SEA THESE PLANS HAW BEEN REVIEWED H0R Underground Sernce Alert
�E A�GYAIEIP racw�uv Sr w,,. sn�r CAMP LANCE WT H THE A/PROPRL47E CONOMONS F-- E LS I N O R E
�. 1 15 13 REV L T NUMBERS PHASING, GRAD/NC &DRIVEWAY LOCATIONS OF LOTS 12&4. 7-�- Q(IOFESSHp eE
_ ^-1•�' �' La ' (:. 7 OF DEWFLOPMENT AND/OR CITY AND STA7E ~
LAWS AND A PERMIT CAN 8E ISSUED.' _ .�
LOG NO. ��ti6, �/ Q•�f_ ® °/L'rotL ENO/NEERS
No.64263 Z 5EXP�t�7 T 7-800 emu v�axecas.aw1Nua.sumErons
m aeo cwvm�. c s.0 oo.mrrox�a amen-.uza.asi-zH-z
w m KEN SEUALILO RCE NO 56915 EXP. 6/30/07227-2600 ROU RA /NG P N ^
THE PRNA7F ENG/NEER SIGNING THESE PEWS/S RESPONSIBLE FOR Exp.6/30/07 z C17Y ENGINEER, C17Y OF LAKE ELSINORE a c�a rpi ne /A
A.SSUR/NG THE ACC(/RICY AND ACCEPTAMU7Y OF ME DESIGN BENCHMARK SHEET OF 9
* * UNDER THE SUPERNS/ON OF. SCALE Aq5 T/TLE SHEET
NERE[W IN THE EWENT OF DISCREPANCIES AMSYNG AFTER AGENCY `�' CIVI\- �Q ,oS /07 FILE No. p
Af J,VV C OR
DURING CDI✓S'7RUCnON, THE f'RNAIF ENGINEER SFN[L qrF � SEE ABOVE
BE RESPAUSI&C FOR OVERMIN/NG AN ACCEPTABLE SOLL177ON AND OF CAI\F M/KE C. TA/NG DATE Jj-/9-QE 4'/.O.p.c: W.O.i: P.Z.: FOR: Z
REl4SING nk PLANS FAR APPNOVAL BY 7HE 60WERN/NC AGENCY DESIGNED BY: MC7 DRAWN BY: MCr CHECKED BY: VCT 64263 06-30-07
GRADING NOTES' ROUGH GRADING PLAN
eap� c�a.
y
�� elf. NlCHO(S
WITHTRA CT N _ o �a DwftD' Ro 1. ALL WORK SHALL Z/ DONE/N ACCORDANCE PEC THE CITY NS N LAKE LATEST
RE ITORDINANCES NO. F801
OR O, ����� SITE
AND 882, AND APPL/CgBLE STANR4ROS AND SPECIFICATIONS AND THE LATEST ED/T/ON OF THE UN/FORM Q � s
BUILDING CODE(U.B.C.J, CHAPTER 33 0 aIN Sr.
Z. A PERMIT SHALL BE OBTAINED FROM THE ENG/NEER/NG DEPARTMENT, CITY OF LAKE ELS/MORE, PR/OR TO C/TY OF LAKE ELS/MORE, CAL/PORN/A
ANY OPERATIONS
3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPAN/ES AND U.S.A. ALERT op
(1-800-227-2600)FORTY-E/GHT(48)HOURS PR/OR TO GRADING
ORf ftryER51DE
4. THE CONIY7ACTOR SHALL NOT/FY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24) HOURS
/N ADVANCE OF BEGINNING GRADING OPERATIONS
5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE C17Y ENGINEER CONSTRUCT/ON NOTES AND QUANT/7Y EST/MATE 01Y. EST/MATED EARTHWORK QUANTITIES VICINITY MAP
6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 INERT/CAL, UNLESS OTHERW/SE APPROVED, / CONSTRUCT CONCRETE COLLAR PER R.CF.0 & W.C.D. STD. DWG. NO. M 803 / G. Nor 70 SCYE
AND SHALL BE SHOWN ON THE PLAN 2 CONSTRUCT DOWNDRAIN PER DETAIL NO. 2 ON SHEET 3. 562 1.F. ON-SITE EARTHWORK OUANT/T/ES
7. FILL SLOPES SHALL BE NO 57FEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS 07HERW/SE APPROVVEO, 3 CONSTRUCT 7FRRACE DRAIN PER DETAIL NO 3 ON SHEET 3 2,080 [.F GRADING SUMMARY CUT C.Y. FILL (C.Y.)
SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS THAN 90%REL4T/vE COMPAC770N OUT TO THE
FIN/SHED SURFACE. 4 CONSTRUCT 1/4 TON R/PRAP 36"THICK OVER 12"GR4✓EL FILTER BLANKET. 100 SF RAW EXCAVATION 1,170,959 83,293
5 CONSTRUCT RETAINING WALL PER DETA/L NO. 5 ON SHEET 2. (UNDER SEPE T2 RA7E PERMIT) IS [.F 'RAW OV,-R EXCA VAT/ON(/'/N CUT, 4'/N FILL) 55,560 65,560
8.SLYER AST.M. OLL HE 7 COMPACTED TESO METHOD.UGHOLIT TO 90%DENSITY AS OETERM/NED BY THE MOD/FEED THREE(3) 5A CONSTRUCT RETAINING WALL PER DETAIL NO. 5A ON SHEET J. (UNDER SEPERATE PERMIT) 2806 [.F EXPORT - 1,087666 OWNER /DEYEL OPER.-
7 CONSTRUCT 36"CSP(76 GAUGE) PIPE-. 131 1.F. TOTAL 1,236,519 1,236,519 CASTLE& COOKE ALSERHILL RANCH
9. FILL SEATO BE CLEANED ED ALL VEGETATION AND SCARIFIED, AND INSPECTED BY THE g CONSTRUCT DS/L 77NG RISER PER DETAIL NO. 9 ON SHEET 3. SIZE PER PLAN 1 14 77600 COLLIER AVENUE, SUITE C-120
GRADINNGO INN APPROVED ANO APPRO SOILS TEST/NC AGENCY PR/OR TO THE PLACING OF FILL. ABODE ESTM4TEO OUAN7777ES ARE FOR C17Y PURPOSES ONLY. OUANT/T/S MAY LAKE ELSINORE, CA 92530
I2 CONSTRUCT 3'CONCRETE V--DITCH PER DETAIL NO. 12 ON SHEET 3. m L.F. VARY DEPENDING ON ACTUAL FIELD CONDITIONS (951)245-0476
10 ALL FILL MATERIAL SHALL BE CLEAN EARTH NO FILL SHALL BE PACED UNTIL PREPARAT/ON OF GROUND/S APPROVED BY THE SOILS ENGINEER CONSTRUCT TERRACE &DOWN ORA/N/NTERSECT/ON CONTACT. TOM TOML/NSON, P.E.
PER DETAIL NO. 13 ONN SHEET J. f0 EA NOTE.• THE ABOVE OUAN77T/ES HAVE BEEN EST/MATED BY THE ENGINEER FOR
SHEET
11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN J/"PER FOOL FOR fl) INSTALL BROOKS PRODUCTS CONCRETE PERMIT PURPOSES ONLY./ THE CONTRACTOR SHALL OE7FRM/NE HIS OWN QUANT/T/S
ORq/MACE INLET MODEL NO. 2424 W/TH I EA. AND HE IS SOLELY RESPONSIBLE FOR DETERMINING THE AMOUNT AND COST OF ENG/NEER.•
A MIN/MUM OF THREE(3)FEET, THEN 1%(MIN/MUM) TO FLOW LINE OF EARTH SWALE GALVANIZED GR47L /*PORT/EXPORT AND OTHER GRADING OUANT177CS FOR 7H/5 PROJECT.
u GUN/TE 3"THICK WITH 2500 PS/CONCRETE. 71 SF KWC ENGINFERS, INC
12 M/M/NUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%/F CUT OR FILL SLOPE/S LESS THAN 1880 COMPTON AVENUE, SUITE f100
I6 C V-DITCH TO PIPE TRANSIT/ON PER DETAIL NO. 16 ON SHEET 3 / INDE
X EX SHEt7 NO. CORONA, CA. 92881-3370
TEN FEET(10), AND 2%/F CUT OR FILL /S GREATER TITAN TEN FEET(10J. DRAINAGE SWALES SHALL BE CONSTRUT
A MIN/MUM OF 0.5'DEEP AND CONSTRUCTED A MIN/MUM OF TWO FEET(2)FROM THE TOP OF CUT OR FILL l INSTALL 4"PLASTIC DRAIN P/PE (951) 734-2130
SLOPES 25 [.F T/ICE SHEET / CONTACT` M/KE C. TA/NC, PE-.
NOTE THE ABOVE OL/AN77AE5 HAVE BEEN E577MATEV BY 7HE ENGINEER FOR INDEX MAP&STREET SECTIONS 2 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL DETERMINE HIS OWN OUANT/T/ES DETAILS 3 SO/LS ENGINEER-
14. PROVOC A BROW 9/7CH, DESIGNED TO HANDLE ONE HUNDRED (100) YEAR STORM FLOWS ALONG THE TOP CROSS SECTIONS 4
OF CUT SLOPES PETRA GEOTECHN/CAL, INC.
PLAN SHEET 5-9 38655 SKY CANYON DRIVE, SUITE A
75. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERM/TIE MURR/ETA, CA 92569D. (951) 600-9271
16. A SOILS ENG/NEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A FINAL CONTACT GRAYSON WALKER, GE
SOILS REPORT WHICH INCLUDES FOUNDA77ON REOU/REMEN75(SUBON/SIONS)AND EXPANS/VE CHARACTER/ST/CS GR L91NG NOTES CONTINUED.• UT/L17Y NOTES
OF THE 501t. LEGEND & SYMBOLS
WATER VALLEY MUNICIPAL WATER DISTRICT
17 GRADING CER77F/CAT/ON BY THE DEVELOPERS CML ENC/NEER AND A FINAL COMPACT/ON REPORT BY A 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAM/LIAR/ZE HIMSELF W/TH THE S/TE AND JIJ15 31315 CHANEY STREET = EXISTING CONTOUR ELEVATION
SOILS ENGINEER SHALL BE SUBMI77ED TO THE BUILDING AND ENO/NEER/NG OEPARTMENTS PR/OR TO ISSUANCE BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FAC/LIAS RSUL 77NG DIRECTLY OR INDIRECTLY LAKE ELS/MORE, C4. 92331
OF BUILDING PERM/7S. FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. LASE) Z51NOR 46 -7200- = PROPOSED SURFACE ELEVATION
7B. THE SOILS ENGINEERING INVEST/GAT/ON✓.N 160-04, DATED 5EPTEM5ER 10, 2004 AS UPDATED BY LETTERS 34. THE DESIGN ENGINEER SHALL PROVIDE A MIN/MUM OF ONE(1)BLUE TOP PER RN/SHED PAD, PR/OR TO SEWER* ELS/NORE VALLEY MUNICIPAL WATER DISTRICT B.SL. = BUILDING 5ETEACK LINE
DATED 8/3/06 AND 9/5/06 AS PREPARED BY PETRA GEOTECHNNC4L, INC, SHALL BE CONSIDERED A PART ROUGH GRADE APPROVAL. 31315 CHANEY STREET CSP = CORRUGATED STEEL PIPE
OF 7XS GRADING PLAN AND SHALL BE/N COMPLIANCE LAKE ELSINORE, C4. 92331
35 APPROXIMATE DATE OF.- GRADING OPERATIONS (951) 674-3746 D.G. = DECOMPOSED GRANITE
19. A REGISTERED CML ENG/NEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERT/FIC477ON OF BUILDING BEGINNING OPERATION.• 7-01-07
PAD ELEVATION. WHERE SPEC/FTC ELEVAIYONS ARE REOU/RED, THE ELEYAT/ON(WITH RESPECT TO MEAN SEA COMPLETION.- 11-01-07 GAS.- SOUTHERN 041/FORNL4 GAS CO. EG = EDGE OF GUTTER
LEVEL)SHALL BE GIVEN. /F AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE/S REOU/RED, THE 36. NO ROCK OR OTHER IRREDUCIBLE MATERNAL WITH A MAX/MUM DIMENSION GREATER THAN THREE INCHES 1981 W. LUCON14 AVE. ELEV. = ELEVATION
ACTUAL DISTANCE ABOVE THE ADJACENT CROUNO SHALL BE GIVEN (32 WILL BE PLACED/N FILLS WITHIN ROADBED AREAS OR THREE FEET()3' OF FINISH GRADES, UNLESS REDLANDS, CA. 92374
20. ALL PROPERTY CORNERS SHALL BE CLEARLY DEL/HEATED/N THE f7E10 PR/OR TO COMMENCEMENT OF ANY THE COG4T/ON, MATERIALS, AND D/SPOS4L METHODS ARE SPEC/F/C4LLY APPROVED BY THE SOILS ENGINEER. (909) 335-7828 FG = FINISH GRADE=
CONSTRUC770N/GRADING 37 7HE ENC/NEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE PHONE SSC/PAC/F7C BELL GTE(VER FL FLOWL/NE/ZON/ fL = FINISHED SURFACE
ENGINEER THE B
APPROVAL. 1265 N. VAN BUREN 150 S. ✓UAA/TA STREET
21. STABILITY CALCULATIONS W/TA A SAFETY FACTOR OF AT LEAST SHALL BE SUBMITTED A SOILS ANAHE/M, CA. 92807 HEEET, CA. 92543 GB = GRADE BREAK
FR BUILDING AND ENGINEERING DEPARTMENTS FORR CUT AND FILL SLOPES OVER THIRTY FEET 38 GRADING PLANS WILL NOT BE APPROVED UVRZ ALL RETAINING WALLS ARE APPROVED BY THE BUILDING (714) 665-5423 (951) 672-6518
(30J/N VERT/CAL HEIGHT HOW = HOME OWNERS ASSOCIATION
DEPARTMENL SO. CAL. ED/SON CO
ELECTRIC.• 26100 MENEFEE ROAD HOPE = HIGH DEIVS17Y POCYETHELENE
22. A FINAL COMPACT/ON REPORT WILL BE REOUJRED FOR ALL FILLS GREATER THAN ONE(1) FOOT. 39. DRA/NACE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS NO BUILDINGS OR WALLS SHALL BE
PoM CA. 92585
PLACED WITHIN EASEMENT L/M/T5: TEMPORARY/MPROVEMENIS ARE SUBJECT TO REMOVAL AT OWNERS (AST)) 928 928-8207 INV. = INVERT
23. /F SIFEP SLOP/NC TERRAIN OCCURS UPON WHICH FILL /S TO BE PLACED, /7 MUST BE CLEARED, KEYED EXPENSE
AND BENCHED INTO F7RM NATURAL SOIL FOR FULL SUPPORT PREPAR4T/ON SHALL BE-APPROVED BY A (951) 820-5498 L= = LENGTH
REG/STEREO SOILS ENGINEER PR/OR TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER 7H4N 5.•1 ARE VERB/OE COUNTY FIRE DEPARTMENT M/N = M/N/MUM REWIRED TO BE KEYED AND BENCHED R/
FIRE 4080 LEMON STREET 2ND FLOOR MOC = MIDDLE OF CURVE
4. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCT/ON/N THE FOLLOW/NG STAGES RIVERS/DE, CA. 92502(951) 955-4777 PL = PROPERTY LINE
* UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE 84CKFIZL OF ALLUVIAL, COLLUV/AL LEVEL 3 COMMUNICATIONS PP = POWER POLE
AND TERRACED AREAS AND ANY SUBSTRUCTURES p /+ �,1 FIBER OPT/C. NETWORK OMMURELOC ICATI DEPARTMENT R/W = POWRIGER
OF LE
B DURING ALL ROUGH GRADING AND OPERA?IONS INCLUDING PRE-COMPACT/ON, WAY
BENCHING AND FILL/NC DELLA/yY T/ON QF ENG/NEER OF WORK 1025 ELDORADO BLVD BLDG 334-522 S= = SLOPE
OPERATIONS. BROQMFZ-ZD, CO 80021
/HEREBY DECLARE THAT THE OES/GN OF THE IMPROVEMENT AS SHOWN ON (720) 888-5588 SCE = SOUTHERN OAC/FORNA ED/SON
C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-GRAINS AND F/C TER MATERIAL. THESE PLANS COMPLIES WITH PROFESSIONAL ENGINEERING STANDARDS AND SO = STORM DRAIN
PRACTICES. AS THE ENC/NEER/N RESPONSIBLE CHARGE OF THE DESIGN OF
D. WHEN ANY UNUSUAL GRADING COND17701V5 ARE ENCOUNTERED DURING CONSTRUCT/ON THSE IMPROVEMENTS: /ASSUME FULL RESPONSIBLE CHARGE FOR SUCH DESIGN. NOTE- TC = TOP OF CURB
/UNDERSTAND AND ACKNOWLEDGE THAT THE SIGNATURE OF THSE PLANS BY
25. EROSION CONTROL: ALL GR4DED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER B&H FOR THE C17Y OF LAKE ELSINORE, AND 7HE REVIEW OF THE PLANS BY 774E FOR KEY MAP/NO/CAT/NG SHEET COVERAGE SEE SHEET 2 OF 9. IF = TOP OF FOOTING
APPROVED GROUND COVER, AT TWELVE INCHES(12J ON CENTER SLOPES OVER F/FTEEN FEET(15J/N CITY OF LAKE ELSINORE, /5 A REVIEW OF GENERAL COMPLIANCE WITH DISTRICT TV = TOP OF WALL
VERTICAL HE/GHT, /N ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR STANDARDS THIS APPROVAL /S NOT A DETER*/NAT/ON OF THE 7FCHN/CA1L ADEOUACY I ---
COMB/NATION 7HEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET(10) ON CENTER,• TREES AT TWENTY FEET OR ACCURACY OF THE DESIGN OF THE/MPROVEMEN7S, SUCH APPROVAL DOES NOT, W= = W/OTH
(20) ON CENTER- COMB/NATIONS FIFTEEN FEET(75) ON CENTER SLOPES OVER THREE FEET(3)IN VERTICAL THEREFORE, RELIEVE ME OF MY RESPONSIBILITY FOR THE DESIGN OF THESE IMPROVEMENTS BENCH MARK TT
!
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYS7EMS WITH BACKFLOW PREVENTION DEICES PER UBC = SLOPE I A I
BENCH MARK NO. C-95-33 ECEV. = 1356.45 MSL (1929 DATUM) �.
26 APPROVED PROZECTVE MEASURES AMQ TEMPORARY ADJOINING PROPER I S DURING THE GRADING DRAINAGE PROMSIONS MUST BE USED TO PROTECT
PRO✓E CT FROM THE INTERSECTION OF LAKESHORE DRIVE AND DRYDEN STREET 40 FEET o / = CIAYL/GHT L/NE �r
SOUTHEASTERLY ALONG LAKESHORE AND 40 FEET N0RTHE4S7FRLY TO THE ,� 6Y
27 APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RA/NY SEASON OS 81 D CHISELED "SQUARE"/A/ IOP OF CURB AT 8CR = CHAIN LINK FENCE a
AND SHALL BE/N PLACE AT THE ENO OF EACH Q4YS WORK ENG/NEER OF WORK OA oI'7SIS OF BL/1RINGS.� = FENCE BY ARCH/7ECT o
28 ALL WORK SHALL CONFORM 70 THE CITY AND STATE CONSTRUCT/ON SAFELY ORDERS f
THE BASIS OF BEARING FOR THIS MAP/S THE LINE BETWEEN THE NGS MONUMEN75 = FLOWL/NE o
29. THE LOCATION AND PROTEC770N OF ALL UT/L/EYES/S THE RESPONS/B/L/lY OF THE PERM/?TEE/CONTRACTOR LEGAL DESCRIPTION ALBER"(P/O OX3793J AND '1YALKER"(1/D OX3762), BEING N527532 Kf5 � = 70P OF CURB ELEVAT/ON
30 AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES A PORT/ON OF PARCEL 1, ILA NO. 89-12 AS SHOWN ON THE DOCUMENT = RETAIN/NC WALL
RECORDED✓OF 19, 7SID AS INSTRUMENT 266712 OFFICIAL RECORDS OF GRADING GENERAL COMMENTS.-
OPERA �o
31. SANITARY FAC/L/TIES SHALL BE MA/NIAINFO ON THE S/TE FROM BEGINNING TO COMPLE7/ON OF GRADING THE COUNTY OF R/VERB/DE, STATE OF CALIFORNIA.OR
T/ON.
CITY OF LAKE ELS/MORE GRADING PERMIT NUMBER TH/5 517E HAS 08TA/NED A NATIONAL POLLUTION PREVENT/ON EL/M/NATION SYSTEM(NPDS) Illy
32. Ali SLOPES SHALL BE PLANTED AND/RR/GAT/ON FACILITIES SHALL BE FRONDED FOR ALL SLOPES/N PERMIT TO REGULATE STORM WATER DISCHARGES o
EXCESS OF THREE(3)FEET VERT/CAL HEIGHT WITH/N NINETY(90)DAYS AFTER COMPLETION OF ROUGH b
GRADING AND SHALL BE/N ACCORDANCE W/TH CITY OF LAKE ELSINORE GRADING ORDINANCE NO 882 PR/OR TO 7HE APPROVAL OF FINAL INSPECTION NPDES WD/D f B 33C326314 D47E PERMIT ISSUED:
�)114 OV 6.12-o7 0
JOB ADDRESS MARK DATE REVISIONS APPR. DATE SEAL SEA 7HESE PLANS N4Y£BEEN REVIEWED FOR Underground Service A/ert
ACE cz7e�x rtx#vrAw sr Ano sir �o Qaoc EssIO ���,�,,WoiOPP C17Y AVO STArT 5 A"°� ,, CITY OF LAKE E LS I N O R E
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LOG NO.
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THE PRNAIF ENC/NEER SM.N/NC THESE PANS/S RESPoNS/BLE FOR ENo.
o.64263 m - ..0 GU5 Ol�I�7 1-BOO
rn KEN SEUINCO RGE NO 56975 EXP. 6/JO/07 227-2600 B°0 Y10��S01E+�• 9� �� -
p.6/30/07 � C17Y EAwNEER, CITY OF LAKE ELS/MORE � an��E�� ROUGH GRADING PLAN
ASSURING 7HE ACCURACY AW ACCEPTAB/U7Y OF ENE DESIGN �p
* * PR UNDER 7HE SUPERNS/ON OF.• SHEEP�OF 9 h HEREON. /N 7HE EVENT f7F DISCREPANCIES AFTER AGENCY SCALE N75 BENCHMARK TITLE SHEET
APPROVAL S7 OUR/NG FIZIINNING A, ENE PRNA7E ENG/NEE%'SHALL ST CIV I� �P LLaTE'oS 16 FILE No.BE RESPONSIBLE FOR OR APPROVAL
AN ACCEPTANCE S01LAIC AGENCY
ANO grFOF \F MIKE C TA/NG SEE ABOVE REY75/NC 7HE PLANS FOR MPRO✓AL BY THE COV£RN/NC AGENCY DESIGNED BY: MCT DRAWN BY: MCT CHECKED BY: MCT 64263 06-JO-07 DATE J2-J•9-Q6 W.O.p.c. W.O.i. P.Z.. FOR:
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4 33 fF--
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6 HUD50N LANE, G/NA L YNNE LANE, A
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JOB ADDRESS MARK DATE COM"ANCE WITH THE APPR0 'A4 E C@VOR70N5 ,�,�T
CITY OF LAKE ELSINORE
ri7 f5 / REV OT N MBER PHA /NG RAO/N & OR/�EWAY LOCATIONS ?IM1 PR 10 OFOEYFLOPMENT ANO/OR C/TY ANO STATEN.E. CORNER MOUNTAIN STREET AND LAKE STREET I LAWS,AND A PERM/TC N BE ISSUED �iT A0 2&14�-6 78 ,LOG NO. z f�.- .�GI►...rFrLNIE.•aG/L � T-BDO �a��r«i,:oc`s"%TEM Co o';-*g j"`i-xi—usi-7-:1No.64263 mKEN SEUALO R.C.E NO. 56915 EKP. 6130107 � 227-2600 ROUGH GR40/NG PLAIN
Ezp.6/30/07 CITY ENGINEER, C/TY OF LAKE ELSINORE xn a s a ox ro ac SHEET2A OF 9 ,N�
7HE PRNA7F ENGYNEER S/CN/NC THESE PUNS IS RESPoNSY%E FOR * * mE S7A°DPNS/ON OF.' BENCHMARK INDEX MAP & STREET SECTIONS o
ASSURING THE ACCURACY AND ACCEPTABILITY OF 7HE DES/GN SCALE 1�ZLYI' FILE No.
NEREON.IN THE EVENT OF DISCREPANCIES ARISING AFTER AGENCY `T1' CIV�\- ��P 'DY O SEE AL0�
APPROVAL OR DURING CONSTRUCDON 7HE PRNATE ENGYNEFR SH&L
BE RESPoNS/BLE FOR DE7FRM/N/NC AN ACCEPTABLE SOLU710V AND �If OF �Fo� MIKE C TA/NC DATE 12-19-A6 W.O.p.C: W.O.i: P.Z.: FOR: 2
BENS/NC 7NE PUNS FOR APPROVAL BY 7HE GOVERN/NC AGENCY DESIGNED BY: MCT DRAWN BY:MCR CHECKED BY: MCT 6426J 6-s0-07
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35 ° HUDSON LANE, GINA L YNNE LANE, p
15 69 - HEATHER RIDGE FROM STA. 10*00.00 TO 12*96.67, &
sa I WILLOW RIDGE FROM STA. 12*55.21 TO STA. 21 t59.84
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CITY OF LAKE E LS I N O R E
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THE PRIVATE ENGINEER SIGN/AG TNESE PLANS/S RESPONSIBLE FOR Exp.6/30/07 1 CITY ENp/NEFR, CITY OF LAKE ELS/NORE no uomMc ars suave x�ar 2 ,9
ASSUR/AG THE AGL'Y/RACY AND ACCEPTAL7/L17Y OF THE DESIGN * * P ER ,I SUPERNS/ON Of' SHEET OF
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SE RESPONSIBLE FOR OETERAI/N/NC AN ACCEPTABLE SOLUIKMN AND qrf OF IFO� MIKE C. TA/NC DATE 12-19-Q6 SEE AB0l7E W.O.p.C: W.O.i: P.Z.: FOR:
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�T
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6 N7 W 1.fxW 1.i W7vM NO. DA. (FTJ REOU/ REO. (FT'•2) 12'ABOVE FG 24"ABOVE FG
LM CENTERED BASIN RISER ORIFICE ORIFICES CRAVE AREA O ROW I L0047ED O ROW 2 LOGTED
1 4 1.5- 9 0.04 J O 48-O.C. NAVE
3 2 5 1.5' 18 0.22 10 O 18'D.C. 8 O 24'O.C.
m 21 x
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- I `V
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1777.l1
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v-DITCH 171150 (rYPrCAS I//2• x 2•STEEL STRIP
•: .... \ l776.40 Y8 .2 17t29J W Ii97H 3/8 Bxr
14 LURs LOT G" \ 20' c - \\�< E TOP of ETERM
SECTION X--X X a J 2 A NAX j47y IQ C.SP. RISER AND ORATE ASSEMBLY SAKU BE GCVAN/ZED(M4 PER PLAN), sP1LLWAr CtEVARON
V -`----
If G4!/CE M/N. OR AN ACTFRH471YF APPROVED BY 7NE OWNER.
17 REFER TO TABLE FOR DETAILED RISER/NFABWTON J'MIN
NJS EXIS77NC .65) A�5 ,�.�,68 iL HOLESACCER CUT W7H A#EZO/A(C TORCH GRAYEZ FROM
ARE 6• TG E2EV.
V--DITCH 3 'a" 5' Z•1 is AROUND 77C NOLES GR/l27 SIZE NEE AS P •L
TO BE 1.5 x H&E SIZE \W
c4177ER
i I LJ cuRe GRAVEL RF77ECTKM• -�
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z
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q C
20 A. MET
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E
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FDOWNwR ORUN ANCHORS CONSTRUCTED 8' •�
AT To AN/N 1,OF AC HEI#N DR AND 11 M \� TIP. ANCF/AP SLOG(MIN.5 S4CK/CY CONCRETE
AT 70P AND TOE OF GOWN DRAIN. DETA/L A
a. CSP OU71ET PIPE OLI. 8
OR METHOD APPROVED BY THE OWNER
"- DOWNORA/N DETA/L N.T.s 2'PER RISEN LAM ON PLAN
2
N75
ET/NGRDErA/Ln S
O O SECT/ON "X-X" NNE
iYO��R z 'A'\'O J SECT/ON '�'-Y" NDTF• .uaNraNEa BY DOWER
1. CONCRETE SHALL HAYF A AIMMUM ULTW47E At CONCRETE Iw AT STRENG 24f• 1�• P5• 5-PC2B3' S'
TH 28 NAYS OF 2"PSI. AY
BE RNEUAN77GLLY PLACED AND SNAIL CONFORM TO
SEC7701V 267,OF THE UNIFORM BUILDING CODE
124-
e2fx1i CONCRETE f' J6' !'2.RE/NFORGNC SFNLL BE 6 x6"-WI.4xW1.,l WELDED /NLL7\AiG1y\A -, BROOKS INLET
W7'RE MESH(W.WM.)OR APPROVED EOLAL. LOT 2DPAO- 1714.53 GROUND SHALL BE PRE-WE7TED TO THE S47ISFACTOVAA9 7TU ENGINEER PROR TO PLACEMENT OF CONCRETE.NO/57URE LOSS RETARDENT SHALL CTE USED WHENREOUIRED BY THE C/7Y ENGINEER. I COACRE/F ICEN(IVHERE APPC/CABLE) �5PER LONE 1801 �
RESERW/R
PLANS 5
6k6'1.lxl.!WWM CENTERED
2f"8'FOR 6'7ERRACE 18'SO PER TRACT B'SO PER IRACT!4'FOR 12'TERRACE 28214-6 SO PLANS _Fz 28214 6 SO PLANS,.D,� _ _7FRR4CE -CONCRETE OR MORTAR 2' J' ' 'TERRACE PLACD TO ACH/EYE T.T2 7FRRICE •S I
6' /4 B4RS CONT. j8y1095 2.8J' MIN. SLOPE 2.8J' ¢ fZ D
�CONCRE7F OR CONCRETE BLOCK0MR ¢
GRRUC(1E50H DOWN
02A/N 5 Gl 44
IERMMNIES AT TFRRACE ORUN. SET 6
,I f PLAN FOR LOGA770NS JO'IR1N577KAV FA?6'MAYNCE' 5' fZOWL/NE/N z
1 9 76'7RW5/RCW fYAP 12'IEIRRI(x- IERR4CE AWN IZ.
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?x LEY£L L/NE ^ ,,.(•.1 20l ASCENOttIG SLOPE H CAVNEL'INM�TO Xi%:'c.4LVA,wcraR 80473FOR 9'Ftav 12' •uA'E W
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-- ------ ' pER - h u� -- r- h
CONCRETE IW7H /!64R5 CCM7 PER PLAN �•M8 DOIWV NL7RMN / N•Om�
6 x6'I.fxJ.!IV1YlI CENTERED /
6' B PK �Q• .WGKWS.
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TERRACE ORA/N 4D R0 ND GRATE COhCRE/ NOWALL F EA / -\
3
CAL V .' 9 I ANCHOR-sEF A7WNAPNN OETaL O(7YP.) -I PLAN VIEW
N75 PC � �84Rs AT OUPPORT N 1
nA 2:I SC ONSITE M477W SOIL CAP .- ---
COMPACTED TO 90A'MOO /!G4C V.MRS AT 4' I 3'-B"
NOS/13 /I/7 STEM'HlO� j TEEC - O.C. MELDED TO G4LV Y SECTION C-C" �„ ,
N ROUND GRIIE (12'THICK) H /4 SUPPORT 64RS
5LOPC I r 1 O EVERY I/W PLAN VIEW SECT/ON H-H" 3
21 ONS/TE FAT/VE SO/C CAP
C BLOCK2 TERRACE DRAIN & DOWNORA/N INTERSECT/ON
S7FM HOR/Z. SIFEL COMPACTED TO 90,T MOD �I NON-DRY 6 /LF/M 7E
S4N0 OR GRgVFC SE�30 J. GROUND SFACL Lk'PRE-WETTED PER SOILS ENGINEERS INSTRUCTIONS PRIOR 70 PLACEMENT 1
/i(T1P) (I7"7N/CKJ I II I a m COMPACTED M 9 1t M CONCRETE.
1 O EVERY 1/Jl 2. GRATE SNALL BE BOL7ED 70%y X 4%s GVV.ANCHOR BOLTS SET/N CONCRETE ANCHOR BOLTS N75
8',8', 15'CONC BLOCK NON-EW RY I F/M R7E WA I II� 2"M/N.* I SH4LC BE THREADED AT THE TOP FtkP FASTENING TO REMOVABLE CR17E
`y, S4N0 OR GRAVEL (SpEpiJOJp DRAINAGE ROCK
Wi17ERPROOF/NG 2'MIN• COMPAC7ED TO 90,T MDD ./4®J2' !��'F LF OF 3 AN7FRNL FOR CONS7RUC7KAV OF V-LN7CH SMU�C:ONCRETL'RL7NPORCED W/TH 6"X 6'W !
h %� 6"M/N 8' I J/4 AGGREG4TE WELDED WIRE FABRIC
/4 O 12' e• OR
�GF O�K = _ = r tX ASR FABRIC TEMP 4•WIDE BY I'HIGH BERM b
6'M//v I J/4 AGGREC:4TE - - = 525' 4. V-LVTCH 70 PIPE 7RAN5/7XJN SFNLL B£SE71'MIN. FROM ROgO RIGHT-OF-WAY. 12'BENCH R
FILTER FABRIC - FC PL JV
525' FOOT/NC LONG STEEL PER LAN< - = 4'PERF�ATED PIPE 5. GRI7E smu BE HOT O/P G4LYAN/ZED AF7ER FAmIrAIXIN. S/OE YARD D/MENSY7N
/5(T)P) 4- JA'M/N SLOPE �L V--DITCH TO PIPE TRANSITION
PER PR •sE "G PLAN
FOORNG LONG. SAFE 4'PERFOR47ED P/PE J"CLEAR N75 TOP Of SY(�E' T12 PAO E7EV.PER PLAN,/4 O 32' CONNECTTO DR41N PIPE / 2REAR YARD 12"BENCH/5(7YP) 4- 1,T AI/N. SLOPE1 IENP T'WD AT
6"CV1 BERM 7D
/4 O J7" CONNECT TO DRAIN RIPE- ib PER PLAN �\ �LTE REMOVED AT WALL CONS7RUC7KIN p.
J"CLEAR
(TYPJ ry -_ _ _
I i-- SIRYA;IUPE � z
PAO
• �\ TOP pF S/DE YARD SLCWC� s. •?.x R
B• 1'-0" 1'-6' 4' PER PLAN \ W
fU7URE F.G I
+NOTE.' 2'-6" "NOTE' J-2 PAD fLEV. �1W G� 1;\ �
AT 84SE OF WALL, THE NON-EXPANSNE B4C1(RZL AT 84SE OF WALL, THE NON-EXPANSIVE B401(RLL 2 fvmRE F.G 6
M47FRALS SHOULD EX7FND TO A MIN O/STANCE OF 7' AN7ERMLS SHOULD EXTEND TO A MIN D/STANCE OF 2' PER PRECISE O
OR TO A HORIZONTAL DISTANCE E064AL TO THE HEEL OR TO A HORIZONTAL DISTANCE'EOLI4L TO 7HE HEEL �� 6RA04VO FLAN
WIDTH OF 7HE FOONNG, WHICHEVER/S GREATER WIDTH OF 7HE FOODNG, WHICHEVER/S GREATER Wfff BERM 5'WIOE ON FILL SLOPES OVER 5'HIGH PAO fLfV.
J'--4" MAX. RETAINING WALL 4'-8" MAX. RETAINING WALL TYPICAL REAR YARD GRADING TvRICAL SIDE YARD GRADING
b
NOT)O SCALE NOT TO SCALE �• N75
N07F.�A SEPAR47E PERI//T MUST ALSO BE OBTAINED PRIOR 70 WALL CONS7AW77CW NOTE'A.SEPARA7F PERM/T M WA UST ALSO BE 08UNED PR/OR TO LL CONSTRUCTION Vi)b Q V 6-1.�-0 7 �p
JOB ADDRESS MARK DATE REVISIONS SPPR. DATE I SEAL SEA P&SE PUNS HAVE&TV RENEWED FOR Underground S--Alert
ACE Li swr AcuvTi4IV s7R1'FT Aw LAKE SJJ aT 1 7/15/IJ REV LOT NUMBERS, PHASING, GRADING, &ORI WqY LOC477ONS OF L075 1,2,k4, Vf ESS COMPLIANCE W77H THE APPRORRA7F CONU770NS fuuwE r
QQ /O OF DEVELOPMENT AND/OR C/7Y ANO STATE CITY O F LAKE E LS I N O R E
LOG NO. �� ,Ff,C. Tg7�lq LAWS AND A PERMIT CW BE ISSUED."
G co9.•rDLL FR ��CENQ/NEERS T ��1��618
THE PRNa7F ENGINEER SIGNING THESE PLANS/S F No.64263 C rZn L145 GG 61A� L uscxAEens• Exs•s miErons h
W r't NE7✓f-NGINLO R.C.E. NO. 56915 EXP. 6/JO/07 ??7-1600 °e°cw°rw UE.sort iw.cw"ox�a eiee�-.uro•osi-�a.- O
P / /� CNY ENOINFER, C17Y OF UKE ELSINORE �p,�ypK an �. ROUGH GRAD/NG PLAN
RESPONSIBLE FOR Ex.6 30 7 �
ASSURING THE ACCURACY AND ACEPAN E7/U7Y OF THE DESIGN * * 7NE SUPERNS/ON BENCHMARK DETA/LS SHEE`[ OF 9 NERE[M! /N THE EVENT OF O/SCREPaNc/Es ARISING AF7FR AGENcr SCALE N.T.S FILE No.
APPROVAL OR DURING CONS7RUC7XM; THE PRNAIF ENGINEER SHALL `r!' CIVI\ \P d4TE.'x7{�j(�07
BE RESPONSIBLE fDR OE7EWWWAG AN ACCEPTABLE SOLU77ON AND
REWS)NG 7HE PLANS MR APPROVAL Br THE GOVERN/NG AGENCY DESIGNED 6Y:MCT DRAWN BY: MCR CHECKED BY:MCT Ale OF CALW MIKE C. TA64263 06-30-07 DATE J2-Jy-06 SEE SHEET 7 W.O.p.c: W.OJ: P.Z.: FOR: 2
�I 1
I I
4' S' 4'
DES/LT.INLET D41. OF/OF TOTAL /OF ORIFICES /OF OR/fK•ES
18 J8" EWS/N RISER OR/Fk'E ORIFICES ORIFICE AREA O ROW 1 LOCATED O ROW 2 LOCATED
W I.4xW 1.4 WWM NO. ON. (FT) REDU/ RED. (F7'2) 12'ABOVE AG 24'AEAOVF
fL/P CENTE. FG
1 4 1.5' J 0.04 J O 48"O.C. NONE
1 5 1.5" 18 0.22 10 0 1B"O.C. 8 0 24-O.0
m 20 X N07F.SEE EROSION CONTROL PLAN FOR RISER CONSTRUCTION AT 84S/N 1.
DOWN DR41N ANCHOR I PAD=1714.5 1185 r^
1774.3 FG-GB 17/255 V �/��
1714 B FG TOP V/G II
N EX/S77NG TERRACE ORA/N 1 171195 7G GRATE ASSEMBLY DETAIL
171247 µRD69 _ /
\ ✓CNN EX/SONC 714.IN. TO ,, (»P l 6 �,W/7H 3/B?BOLTEL STRIP
V IV EX /7J450 II�VV"- /
171640 :2 A712.93 /-MP OF BERM
FC (A 1
LOT G" -
SECT/ON X-X X 3 z I MAX. j5 W 14SGALAX MIN. OR N AC 7ERAA7NE APPROVED BY THE O#WFR
PER P[NJ, SPLLW9Y ELEVA70N
° AP4' REFER TO TABLE FOR DETAILED RISER/NFORAL97101V 6-
M/N
.65) 5 60 TC HOLES CUT AWAY A WELDING TORCH ARE TG ETEv.
N75 EX/STAG E j711 ACCEPTABLE PROVIDE GRAVEL PRO7FC7KON PER PLAN "-'
V-/DUC\N 1 70.5' S• SL IIP .� UND.T x HOLE,pHE HOLESCRAVF(SIZE
NEEDS
1 1 l\09A A36 I CUnER S IM D
O\ryA ACCESS I\PER ZONE 7� AT A 1.1 SLOPE ��, b 2N C
F
d 2 CURB
/ 1 GR1V£C PR07ECIXMJ
1801 RESERVOIR PLANS _
PAW-_� CONCRETE COLLAR 1 FPER LPUN ` C
L/ R• 0\ PAD�'1J5 6'MAL R1
/ tom` ,�k TWO AND TROWEL NS/O�DRAIN.
FL �_ \1 4f2�Z� �I Mid'.BARS DOWN O7'11 ANCHORS HEIGHT ANDD \��EVERY 10'/N VFRI]CAL HEIGHT NDDETAIL A7YP. sAA/CH)R BLOCK M/N. 5 SACK/CY CONCRETE
AT TOP ND TOE OF DOIM'ORA/N. i �ME7Fb0 APPROVED BY THE OWNER
CSP OUTLET PIPE OL1. �
NS Z'PER RISER DATA ON PLAN
�- 2 DOWNORA/N DETA/L 9 DES/L T/NG RISER DETAIL
N75
� y4' N.T.S
N07ES FOR(2) AND Q SECT/ON SECT/ON yT-/ NOTE:' Ad/NTAWED BY OWNER
/. C0NCRf7F SHALL HOVE A M/N/MUM ULTIM47E PL PL
STRENGTH AT 28 D4YS OF 2500 PSI. CONCRETE MAY 2.44' 2.67' ZS'
S' 2.8J' 5'
BE PNEUMATICALLY PLACED AND SHALL CONFORM TO
SECTTON 2621 OF THE UN/FORM BUILDING CODE 14 24x24 CONCRETE y0 24x74 CONCRETE 4' S6' 4'
BROOKS INLET 10 1\! 1 BROOKS INLET
2 REINFORCING SHALL BE 61,6"- W1.4xW1.4 WFLOEO \7\A(�G 1 18' FL 18•
JWRE MESH(W.WM..)OR APPROVED EQUAL. LOT 20 w E51 `o
PAD= 1774.5
J GROUND SNUG[BE PRE-WETTED TO THE CIJON -- -
OF THE ENGINEER PRIOR TO PLACEMENT CONCRETE
OF CONCRETE -
MO/S711RE LOSS RETNDENT SHALL BE USED WHEN �, /J N C
REOU/REO BY THE C17Y ENGINEER d lJ \� \ 4'CONCRf7F N77H
(WHERE APPC/GBCE) 5' PER ZONE 1801 RGGIT IIR/R PLANS 5 7 EARTHEN SCALE
PL 6x6'1.4x1.4 WW'M CENTERED
11' 24' 24' ��DRAIN
8'FOR 6'7FRAWCE i�.� 78"SD PER 7RACT 18'SO PER TRACT z /
14'FOR 12'TERRACE 11 28214-5 SO PUNS 1 _ ✓28214-5 SO PLANS 7 2 99� CONCRETE V-DITCH
fz TERRACE \� /- MIN. NTs I PER PLAN D
CONCRETE OR MORTAR --
2' J' J'FOR 6'TERRACE .4. e'
I� PLACED TO ACH/ENE 1�
9'fOR 12'TERRACE j0'j0 g5 M/N. SLOPE
6' /4 64RS CONT. Y� 24442 M
CONCRETE OR CONCRETE BLOCK 6 5 z
O C'
�DIXERMW(SPLASH)WALL TO BE FLOWC/NE/N 1 2 _
�'- CONSTRUCTED WHERE DOWN ORq/N
I TFRA//NA7ES AT TERRACE DRAIN SEE 10'777M/SIROW FOR 5'7ERRACE 5' TERRACE OR.1/N �. _I
2' PLAN FOR COC:47KON5: 16'7RINS7A9N FOR I2'TERRACE O h kW p
3 17 iH 1Y WU 11"'.OF O m
,I J FOR 6'TERRACE jr
b • /4 A 24 O.0 9'FOR 12'7ERRACE �( 'SXOPE
�7 6.. I. 0PE /-/ WELD WASHERS TO REAPoVABLE CR17F(2 IOTAL)FOR ZO% -- --
r BOr NG CONNEC770V TO Yz'X 4%"GAL ANCHOR BOL IS
SL
LEVEL LINE ..(.I 2.0% ACE p�A '.�.a
PER 2 N
h a
/4 64RS CONT. 4 PERIMETER FER PLAN NE N
J -Ti
"CONCRETE NTH
DOWN
s x SUPPORT BARS .A. y � DOWN L7RA/N ti
6 x6'1.4x1.4 WWA1 CEN7EREDm
NOS/13 H 2 CLMCRE7F.HEADWALL m @-
TERRACE ORA/N 4"ROUNO GRATE / / .j -1 PLAN !//EW• 8' NCHOR-SEE DOWNORA/N DETAIL O(7YP.l
NTS OpE /4 G4(V.SUPPORT s �# N 1
5L \R BARS AT 70'O.C.
a 2j\ i\ / 0NS/7F NATIVE SOIL CAP
STEM NOR/Z. STEEL _ \ �I CC 4R4CTED TO 90%MDO D CAAL V.MEL BARS AT V. J'-B" a �. SECT/ON C-C" �DOON DRAW
H/2 /4(7YP) H /4 SUPPORT BARS. V
NOS/J3 - (11'THICK) 3'
4'ROUNO GRATE
SLOPE I r �. 1®EVERY 1/3L SECT/ON H-H"
PLAN V/ENF
ONSRE NAPPE SOIL GAP NO C
8",8', 16"CONC BLOCK _ A/pp)E()
\\�I COMPACTED TO 90R MOO V OR GR1�//SE�,JOI 1. GROUND SFNLL BE PRE-WETTED PER SOILS ENGINEERS INSTRUCTIONS PRIOR TO PLACEMENT OF TERRACE DRAIN & DOWNDRA/N INTERSECT/ON
STEM HOR/Z. STEEL _ \\ �� p COMPACTED IL`9%MD CONCRETE/4(TIP) (12'THICK) .I .I , ITS
�h 1 0 EVERY 1/JL � �� I e s ?. GRATE SHALL BE 8017ED TO Y,-X 4 Vz-GOV.ANCHOR BOL73 SET/N CONCRETE ANCHOR BOLTS
8',8", 16'CONC. BLOCK 2'M/N.x SHALL BE THREADED AT THE TOP FOR FASTEN/NG TO REMOVABLE GRATE. --
�� - NON-Ea'PANS/VE/M 7F WA7ERPROOf7NG I
S4N0 OR GRAVEL(SPEDN DRAINAGE ROCK
� 2'M/N.x o e COMPACTED 70 90%ML70 ,/4®S2" 7 CFIU"C� 3. A[47ERL4C FOR CON57R!/C7XM'OF V-O/ICH SH41(BE CONCRETE RE/Nf70RL'ED W/TH 6"X 6"W. 4 I Q
AX7ERPROORNG 6'MIN 8 3/4 A11116.7F WELDED WIRE FABRIC •TEMP 4'WIDE BY 7'HIGH BERM Ti
/4®J2" 8" .Y _ _ FILTER FABRIC
ORANGE K - - - 525 4. V-DITCH TO PIPE 7RW5/7TON SHALL BE SET 2'M/N. FROM R040 R/GHT-OF-WAY. 12 BENCH b D
6"M/N J/4 AGGREG47F Pt o
RL TER FABRIC FOOTING LONG. STEEL h - 5. GRATE SHALL BE HOT OP G41✓N/ZED AFTER FABRICATION. SIDE YARD DAYE'V5ON
PER PUN I 4"PERFORATED PIPE r� Z
/5 ONG ,� %MIN SLOPE V-DITCH TO PIPE TRANSITION 2 �R cirgwN PLAN b 0
_ 4®J2' REAR YARD 12"BENCH o
/ CONNECT TO ORA/N PIPE J6 1 PqD ELEV. PER PLAN 7FA1P 2'WIDE BY 6"HIGH BERM 70
FOODNG COAL STEE PER PLAN" • h 4'PERFORMED P/PE J"CLEAR�� NIS 7 OF.SyOPE 12�\ BE REApVfO AT WAIL CONS7RUC7/ON q = A Z
1%NE SLOPE (Typ) PER PLAN �. ry
/5(7YP) /4 9 32" CONNECT TO DRAIN PIPE /L STRUCTURE
h
3"CLEAR PLAN
o
(YP) h
1 TOP OF
SIDE YARD SL �q R7
.a 1' 4, PER P[i1NOP�� "�i S5 I
8' a1'-0" 1'-6' T
3' 1'-O" 1�-3" \\\ FUTURE F.G. I I gg --
PER
x N07E 2'-6. +'NO7F 3_2• PAD ELEV GRADING CPLAN 7\ 2, ,2a
AT BASE OF WALL, 7HE NON-EXPANSIVE 84CKFILL AT 84SE OF WALL, THE NON-EXPNS/VE B4CKFILL \ PE A9ERE ECSE h
A647ERZAZS SHRILL`EX7FN0 TO A MIN. DISTANCE-OF 2' MATERIALS SHOULD EX7FNO TO A M/N DISTANCE OF 2' \\ GRADING PUN
OR TO A HORIZONTAL DISTANCE EQUAL TO THE HELL OR TO A HORIZONTAL O/STANCE EQUAL TO THE HEEL ALIKE BERM 5'IY/�ON f7LC SLOPES OVER 5'N/GN. P.10 ELEV.
W/O7H OF THE F0077NG, WHICHEVER/S GRE47ER WIDTH OF THE TOOTING, WHICHEVER/S GRF TER N
,�3-4" MAX. RETAINING WALL 4'--8" MAX. RETAINING WALL TYPICAL REAR YARD GRADING TYPICAL SIDE YARD GRADING
b
NOT TO SCALE NOT TO SCALE N7S NIS
NOTE,A SEPARATE PERMIT MUST ALSO BE OBTAINED PRIOR TO WALL CONSTRUCTION. NOTE.A SEPARATE PERM/T MUST ALSO BE OBTAINED PRIOR TO WALL CONSMUC/XM! p
VAb Ov 6-12.07
JOB ADDRESS MARK DATE REVISIONS APPR. DATE SEAL SEA rgrourJd Service A/ert
PLANS HAVE BEEN RENEWED Unde
COMPLA CE WIN THE APPROPRMTE CONO/T/ONS Jtwe
ACE caew�ratwv sir nen L,NT y7JJFr o Q(tOF ESS/0 a CITY E LS I N O R E
OF DEVELOPMENT ND/OR C/TY NO STATE �
LOG N0. h \,FF.C. Tg72(F.y UIYS NO A PERMIT CAN BE ISSUED." CoiE TOLL FRE
q�/ ` ENo/NEERS TRACT NO 28214-8 g
Z A/.m Gc�� 1-BRR CMl ENGINEERS.PVNNERS.SUMEY O
No.64263 m A SEUTALO R.CE NO 56915 EXP. 6/J0/07 227_2B00 auP aN n N E wnE,ao.GRG v a s1m,- .cs,-RN-: ROUGH GRADING PLAN
THE PRNA7F ENGINEER SGN/AG THESE PLANS/S RESPONSIBLE FOR E%p•6/30/07 20 CITY EAG/NEER, CNY OF LNE ELSI ORE no.c a>ne nns a7u�e rw arSHEET 'o
ASSURING THE ACCURACY AND ACCEPTABIL/7Y OF THE DESIGN
HEREON. /N THE EVENT OF D/SCREPAAC/ES ARISING AFTER AGENCY P P UNDER THE SUPERl4S/ON OF, SCALE N.T.S DETAILS FILE No, OF 9 In
BENCHMARK
APPROVAL OR DURING CON5777UC7TON, THE
PRNATE EAMNEER SH41L �' CIVI\- \ OAT£.' O
BE A'ESPONS/BCE FOR DETERAWN/NC N ACCEPTABLE SOLUJ/ON ND grFOF DA1.\EO�� /KE C MING DATE J2-19-06 SEE SHEET f yy.0.p.c: W.O.i: P.Z.: FOR: Z
RENS/AG THE PUNS FOR APPROVAL BY THE GOVERNING AGENCY DESIGNED BY: MCT DRAWN BY: MCR CHECKED BY:MCT 5426J 06-JO-07
TRACT 28214-8 A
PL 55'
71 HUOSON
7 BENCH LANE
PAO- 1680.2 y-
PL U' TOP TFMP7R4RY BERM
PL G2IOEBREAK
NJ'
�EX/SnNG GROUND
74• / ExaTavc 6AnuA49�/
COT 20 � L f7 J
PAO- 171J5 �' 7ERRICEO / FL
p COT J9 ,� /
PAO= 7711.E �2.T � LOT 14
EARTHEN SWALE PW- 1701.4
Exrsnuc cRouN° !E PAOLOT 1711.6 / O
SECT/ON N—N / ACCESS / `-LNYL7CHT / CD
N.T.S J 5
SEE SWEET 7 / Z
/ / I ACCESS / h M
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\ / / SECT/ON R—R ,-1 1_
SEENTS
SHEET 7 �LNn/GHT
a'
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N.r.S
SECT/ON Q—QE SHEET 7
\ \ SEE SHEET 9
\ �EX/571NG GROUND
q T
TRACT 28214-a � \
EX/STWO G,4PoUN0
LOT If \
RID- f6967 \ \
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SEE SHEET 6
B 6' \ 160f TANK ST FC
7ERRICE \ PAO- f771.8 Z
I?
1ryry0 'ao° \ \N m
\ \
i \ 1
EX7SRVG'6ROUNO
J 14' 12'
/ \ TERRACE
�EX/SnN°CR°L/NO 1 ��
72'
rERRACE J
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P 125774J
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TERRACE Rw •AY"HEATHER � \ D
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L 20 10 7 Z
LOT 27 \'l C
PAO= 1696.2 / -
SECRON P—P
\ J ` m
SEE SWEET 7 L07 22 LOT 2J r - m
SECT/ON E—E PAO' '7125 PA°`
SECT/ON O—O NTs
N. SEE SHEET 7 N
SEE SHEET 7
h
JOB ADDRESS MARK DATE REVISIONS 1ARER. DATE I RECOMMENDED BY: SEAL SEA THESE PL4,V5 HAVE BEEN RENEWED FOR Underground Samce Alert
N,E LYAV"4AQ1hWA#V S7)EZT AM7 L4A1-S7W7 rJ' 711517 REV. LOT NUMBERS PHASING GRADING &DRIVEWAY i p• OFES$/ COMPLAWCE WTY n/E APPROPRA7E CONDITIONS eLvtwt T O F K E LS I N O R E
LOCATIONS OF LOTS 1,2,&4. BSI G RYy OF DErt•LDPMENr,wD/av clTr AND srATE
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HEREAV./N 7HE EVFNr OF aWAISPANIGES AM57NG AFTER AGENCY BENCHMARK
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THE PRIVATE ENGINEER SIGNING 7NES'E PUNS IS RESPONSIBLE FOR E%p•6/30%7 CITY ENGINEER• CITY OF UKE ECS/NORE pn SHEET 4 OF 916
ASSURING THE ACCURACY AND ACCEPTAB2/TY OF n/f DESIGN * * PREP R UNDER THE SUPERWS/ON OF. BENCHMARK
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