HomeMy WebLinkAbout845 GRADING NOTES: CONSTRUCTION NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE COY OF LAKE ELSINORE MUNICIPAL CODE
CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION ROUGH GRADING
^
OF THE U.B.C.,CHAPTER 70. 1 CONSTRUCT STREET UNDERCUT PER STREET SECTION ON SHEET G.2
2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE, 2Q-CONSTRUCT BERM AT 70P OF SLOPE PER DETAIL ON SHEET NO.2 R
PRIOR TO ANY OPERATION. -3l�-NOT USED ROUGH
^ GRADING
pp p ppp ^ PLAN
3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A. �REMOVE AND DISPOSE OF EXISTING POWER POLE ice/o I I G H G R A D I N G P L /\ I�I S �•
5 REMOVE AND DISPOSE OF ABANDONED 24 WATER LINE n v `f�' �I = OR N
ALERT(1-800-227-2600)48 HOURS PRIOR TO GRADING. �7�&-REMOVE AND DISPOSE OF Q"
4 OF BEGNHE NNG GRADING OPERATIONS.TOR SHALL NOTIFY THE CItt ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REMOVE AND RECONSTRUCT STRCT EXISTING t2KVEELECTRICAL DUCT MBANKPPER SEPARATE PLAN FOR -�-
v 2
5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER, CONSTRUCT BARRICADE PER RIVERSIDE COUNTY S7D.G.810
o--CONS RgI�Rp
6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,, DRAINAGE TRACT 31920 qa _
AND SHALL S SHOWN ON THE PLAN, f0 11 REMOVEUSED
PORTION OF EXISTING STORM DRAIN AND PLUG END _ p (//'��� /'� �KESHORE DRIVE ON ROAD
7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE SUMMERLY STA�/7 E 2
APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION 12 CONSTRUCT PCC V--DITCH PER DETAIL ON SHEET N0.2
OUT TO THE FINISHED SURFACE. 13 CONSTRUCT C.M.P. RISER INLET PER DETAIL ON SHEET NO.2 p HEMLOCK STREET
NOT USED
8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED FIVE(5) 1 5 CONSTRUCT TERRACE DRAIN PER DETAIL ON SHEET G.2 CITY OF LAKE ELSINORE ,s
LAYER AS.T.M.D-1557-70 TEST METHOD. �16 CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET NO.2
9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE f7 CONSTRUCT TERRACE DRAIN AND DOWN DRAIN TRANSITION PER DETAIL ON SHEET G.2 �y
GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL, 18 CONSTRUCT V-DITCH TO PIPE TRANSITION PER DETAIL ON SHEET G.2 COUNTY OF RIVERSIDE COP
10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF 20 19 CONSTRUCT PVC DRAI
N PIPE E SPLASH WALL PER DETAIL ON SHEET N0.2 C�
GROUND IS APPROVED BY THE SOILS ENGINEER. STATE OF CALIFORNIA
11. FINISH GRADE SHALL SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2' PER FOOT EROSION CONTROL �P
FOR A MINIMUM OF 3'',,THEN 1%(MINIMUM)TO FLOWUNE OF EARTH SWALE. F'
12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS - 21 INSTALL SINGLE GRAVEL BAG ROW PER DETAIL ON SHEET G. 19 q`
THAN 10',AND 2%IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF 22 CONSTRUCT LIGHT CLASS RIP-RAP PAD PER DETAIL ON SHEET NO.2
STREET PER CITY OF
0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. 23 24 INSTALL GRAVEL BAG CHECK DAM P RINSTALL GRAVEL BAG ROW ONDCITt OF LAKE ELSINORE ELSINORE OLIVE ST.
13. PROVIDE 5'WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 25 CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE PER DETAIL ON SHEET 2
14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES. 26 CONSTRUCT TEMPORARY DESILTING BASIN PER DETAIL ON SHEET 2 .
27 CONSTRCT SINGLE HEADWALL PER CALTRANS ST 9 2002 -
15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. -
16. A SOILS ENGINEER SHAH LEMON STREET
BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A � -
FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE ..
CHARACTERISTICS OF THE SOIL. -
17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A >AACT -
SOILS LS ENGINEER
SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO MITS. ,--, I PROJECT
18. THE SOIL ENGINEERING INVESTIGATION REPORT DATED 05/27/1999 PREPARED BY NEBLETT&ASSOCIATES - 1 SITE VICINITY MAP
TITLED"GEOTECHNICAL REVIEW AND HYDROGEOLOGY ASSESSMENT,SOUTHERLY DEVELOPMENT PROJECT, __ 1 NOT TO SCALE
TENTATIVE TRACT 31920 LAKE ELSINORE,CA"SHALL BE CONSIDERED A PART OF THIS GRADING PLAN, -..y„J
AND SHALL BE IN COMPLIANCE WITH,AND REPORT DATED 12/15/04,PROJECT NO.420-000-05. _
19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING M'`IL'4G,Q
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SHEET INDEX
SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS
REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY STAGE 1 , -
CONSTRUCTION/GRADING SHEET DESCRIPTION/'
21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER 1 TITLE SHEET
TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL
HEIGHT. 2 DETAILS
22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. ET. 14 3-20 ROUGH GRADING
23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED(MIN.2 FOOT FRONT, 21-26 EROSION CONTROL
3 FOOT HEEL,AND 15 FOOT WIDE)AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE - Z
APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE 27 HORIZONTAL CONTROL
REQUIRED TO BE KEYED AND BENCHED. ENGINEERED FILL SHOULD BE PLACED A MINIMUM OF 90 PERCENT
RELATIVE COMPATION AS DETERMINED IN ACCORDANCE WITH D1557. WITHIN THE GOLF COURSE,NON-STRUCTURAL .
AREAS CAN BE COMPACTED TO A MINIMUM OF 85 PERCENT RELATIVE COMPACTION.
24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: 33
A UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, STAGE 1 ➢ EROSION CONTROL NOTES
COLLUVIAL AND TERRACED AREAS AND PINY SUBSTRUCTURES.
B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING = ?OPERATIONS. A IN CASE OF EMERGENCY,CALL MICHAEL FILLER AT(951)245-9075(24-HOUR PHONE NUMBER)
�0
C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRANS AND FILTER MATERIAL. \P B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT
D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 0 WORK DONE IN ACCORDANCEWITH THE APPROVED PLANS.
25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" A 6-7-Or-
HEIGHT,CENTER OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL ._.1 ---��f7/ - _
HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR / - -' ••'SHEET SCOTT M.WILSON R.C.E.NO.49884 EXP.09/30/06 DATE
COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10'ON CENTER;TREES,20'ON CENTER; .0�' �'�' qy �. - A
COMBINATIONS, 15'ON CENTER. SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION HE .5.1- / ,� 03, C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON,
SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER UBC,CHAPTER 70. .-$,. OCTOBER 15 THROUGH APRIL 15,NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED
26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT PP' /,/�JSL - °l �mf AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR -
/ /, �i STAGE' 2' ANY DAMAGED EROSION CONTROL MEASURES WHEN RAN IS IMMINENT.
ADJOINING PROPERTIES DURING THE GRADING PROJECT. �• S GE�A' A ��
gT \
27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY $ � . A r 9<} Ba,• D. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY
SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. - �6�' ,• _ 1 r $ - ' ` ENGINEER.
28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. •G� // �/ / -o ? E. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITEE. ,. ' RF-IFFY F, �� IDDEN TRAIL WORKING DAY WHEN THE FIVE DAY RAN PROBABILITY FORECAST EXCEEDS 40 PERCENT.
30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. I HET 8' I m Hk�• ef F. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING BASINS,
31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING i __ - �. �. EET 4 ANY GRADED SLOPE SURFACE PROTECTIONS MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE
D.
32 IN DPERMANENT
3SLOPES
EFT VERTICAL HEIGHT PLANTED
WITHINAND
RIGAT10 FACILITIES
SHALL
B PROVIDED
FGRADING ANALL
D SLOPES
BE I -- -�8D 1 t' : t ' � `•. G IMMEDIATELY FILL
SLOPES AT THE ETRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION
OF DAYS _ t• OF EACH WORKING DAY.
IN ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
33. .ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND � � •�•37: H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE TO PREVENT PUBUC TRESPASS
BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS TWO FEET OR CREATES,A
FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. HAZARDOUS CONDITION.
9 ' �•
34. THE DESIGNER ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO ei• 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND OPERATE SUFFICIENT CAPACITY PUMPS AS
ROUGH GRADE APPROVAL. - T Q : NECESSARY TO EUMINATE WATER IMPOUNDMENT AT THE CONSTRUCTION SITE WHENEVER THE WATER DEPTH
'B'� q4 •� '
35. APPROXIMATE DATE OF: BEGINNING OPERATION: JUNE 1,2007 9D LPE E EXCEEDS TWO FEET.
COMPLETION: JUNE 1,2008
36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3" WILL BE STAGE 3 �� EARTH WORK QUANTITIES:
PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION,MATERIAL,
AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. \\ FUTURE GRADIN
37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE
APPROVAL ;�\s 81• - RAW 4,593.700 C.Y. 4,126,000 C.Y.
38. A GRADING PERMIT WILL NOT BE ISSUED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING RTC
DEPARTMENT. der OVER-EXCAVATION 988,522 C.Y. 988,522 C.Y.
39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL \ .' ;. .• '10 (153.2 AC It 4')
AND INDUSTRIAL STORM WATER DISCHARGE. \\ DA�' 2b NET IMPORT/ EXPORT 0 C.Y. 0 C.Y.
NPDES WDIDI 8 33C332193 DATE PERMIT ISSUED:EBRUARY 03,2005
SHRINKAGE(10% f) 0 C.Y. 467,700 C.Y.
40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN _
EASEMENT OMITS.TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNERS EXPENSE \ \\ SD LJNE'CC s
41. THE PERMITEE SHALL MONITOR THE WATER LEVEL OF THE EXISTING WETLAND SITE DAILY DURING CONSTRUCTION.
ANY FLUCTUATION OF WATER SURFACE ELEVATION OF MORE THAN 3-INCHES DAILY OR BELOW ELEVATION 1240 \+Ymi TOTAL VOLUME 5,582,222 C.Y. 5,582,222 C.Y.
SHALL BE REPORTED TO THE ENGINEER.
42. THE GRADING CONTRACTOR SHALL NOTIFY THE PROJET ENGINEERING GEOLOGIST/SOILS ENGINEER NOT LESS THAN 72 HOURS \\ Bp�7 NOTE: ESTIMATED VOLUMES FOR PERMIT PURPOSE.CONTRACTOR SHAL
IN ADVANCE OF THE LOCATION OF ANY SOILS PROPOSED FOR IMPORT, EACH PROPOSED IMPORT SOURCE SHALL BE \ ' Ay,� �.
SAMPLED,TESTED AND APPROVED PRIOR TO DELIVERY OF SOILS FOR USE ON THE SITE DETERMINE HIS OWN QUANTITIES.\\
43. THE CffY'S APPROVAL OF THIS MASS GRADING PLANS DOES NOT GRANT ANY APPROVAL FOR THE FUTURE PAD ELEVATIONS. \\ SHEET.'1
ALL FUTURE RESIDENTIAL AND/OR COMMERCIAL LOTS SHOULD HAVE THEIR PAD ELEVATIONS AT 1265.5 Fr. MINIMUM AND
THE FINISHED FLOOR ELEVATIONS AT 1267.00 Fr. \\ - GRAPHIC SCALE
44. REFERENCE IS MADE TO THE LETTER TO RAY O'DONNELL FROM RIVERSIDE COUNTY FLOOD CONTROL DISTRICT,DATED AUGUST 12,1999. \ p
THIS GRADING PLAN IS CONSISTENT WITH THE GRADING PLAN"E"REFERRED TO IN THE ABOVE LEM FOR FLOOD STORAGE CAPACITY \\ all, 1111i"116,
AND OPERATION. -
\
\ 'ti
45. ALL SLOPES SHALL BE MAINTAINED BY HOA EXCEPT LOTS AQ,AR,AS,AT,AU,AV,AW, 12, 19,28,29,30.31,35,36,37,AND \\ ( IN FEET)
38 WHICH SHALL BE MAINTAINED BY CITY OF LAKE ELSINORE.NUMBERED LOTS DEDICATION IS ACCEPTED BY CITY OF LAKE ELSINORE.
PER TRACT MAP 31920-1. LETTERED LOTS DEDICATION WILL BE ACCEPTED BY CRY OF LAKE ELSINORE PER SEPARATE INSTRUMENT \\\ t inch= aoo ca 1�17/� Q D Gar
46. THE STORM DRAINS SHOWN HEREON MUST BE BUILT CONCURRENTLY WITH GRADING OPERATIONS. THE STORM DRAIN DETAILS EXIST.2" DIA. II III/\\ILIISIIIII\\v�Sl IT •!II IIl ARE SHOWN ON THE SUMMERLY STAGE 2 STREET IMPROVEMENT PLANS. THE STORM DRAIN SHOWN THEREON SHOULD BE li;`- MONITORING WELL Nebletl&Associates,Inc.bas reviewed the plans from a
CONSIDERED AS PART OF THESE PLANS. MW ABANDON IN PLACE(TYP.) geologielgeotechnical engineering standpoint only. The SOILS ENGINEER'S CERTIFICATE PRIVATE ENGINEERS NOTICE TO CONTRACTOR
LEGEND AND ABBREVIATIONS plans are to compliance with the geologic/geutechniwl INDEX MAP THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURE SHOWN ON THESE
TRACT BOUNDARY engineering recommendatiow presented in the referenced PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.THESE LOCATIONS ARE APPROXIMATE
FUTURE STORM DRAIN project repnrt(s)and subsegcent addenda.This review did AND SHALL BE CONFIRMED BY THE CONTRACTOR,SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE
------- RIGHT OF WAY PAD=XXXX PAD ELEVATION �� PER SEPARATE PUNS not include checking the nectnacy of the akil and structural
engineering design and dimensions, including lines and
IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT.THE CONTRACTOR IS REQUIRED TO Q
LOT LINE 55 LOT NUMBER grades,rn compliancc with building cidc requirements, TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES
TOP&TOE OF SLOPE whichancunderthepurvievol'others. NOT ON RECORD OR NOT SHOWN ON THESE PUNS,AND IS RESPONSIBLE FOR THE PROTECTION OF,AND
���� - ii- DAYLIGHT LINE PROPOSED STORM DRAIN TC TOP OF CURB l'i1NEE oFE6SIO ANY DAMAGE TO THESE LINES OR STRUCTURES. a (/p�1�///1//1/
2% PER STREET IMPROVEMENT PLANS ON RrNc oR�' N N'9�F CONSTRUCTION CONTRACTOR AGREES HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE BOO u vC��'C5�/OO OO
-R---R- RIDGE LINE SHEET FLOW RATE FL FLOWLINE ELEV. project No.: - �� D H.CiV G x I• oai 2
TG TOP OF GRATE �oP �Fy°o y� ':m CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,INCLUDING SAFETY OF ALL PERSONS Cap 2 61A VVotklrt®Days In Advance
C GRADED SWALE MASS GRADING AREAS Reporgs)D te• d -001-05 c AND PROPERTY,THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
CUT AND FILL LINE GB GRADE BREAK No.CeOz.06 No.,3U6 HOURS,AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER GRADING PERMIT NO. 04-2050
F - STREET CENTERLINE pF ErP.oaao u, Exp.43006 #
FIG FINISH GRADE Sigmture: Dntc; 6 2 DL m ce � * HARMLESS FROM PINY AND ALL LIABILITY, REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF
-1250- PROPOSED CONTOUR 6->.A.-ec s `a3 sr,�E�rern"?c:- WORK ON THIS PROJECT,EXCEPTING FOR THE UABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER WDID NO. 8 33C332193
E - - SWALE HIGH POINT ® GRAVEL CHECK DAM LP LOW POINT Signature: Date_ �U CALtFDe' .Ff �G;•,�,� OR THE ENGINEER.
EXISTING CONTOUR -...-...- FLOWLINE HP HIGH POINT /
EXISTING POWER POLE 18 CONSTRUCTION NOTE •<DCDCDCD- GRAVEL BAG ROW INV. INVERT OF PIPE NDPES PERMIT ISSUANCE FEB 03, 20'
ENGINEERING GEOLOGIST SOIL ENGINEER OWNER REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: /�I� WILSON M/KAM1 CITY OF LAKE ELSINORE
10/8/199 QQ,OrT$$I/w..
NEBLETT & ASSOC., INC. NEBLETT A ASSOC, INC. LAING-CP, LAKE ELSINORE LLC �o��W�l� -T-ob �1 CORPORATION
4911 WARNER AVENUE, SUITE 218 h c s SCOTT M.WILSON DATE DATE: TITLE SHEET SHEET
"s 4911 WARNER AVENUE, SUITE 218 31881 CORYDON RCE NO.49884 EXP. 9-30-06 3 PETERS CANYON T: 949-679-0090
HUNTINGTON BEACH, CA 92649
HUNTINGTON BEACH, CA 92649 SUITE 130 Na.saee4 3-t7-05 SUITE 110 F: 949-679-0091 SUMMERLY STAGE 2 OF
LAKE ELSINORE, CA 92530 * EeF aZ * THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IRNNE,CA 92606
714 840-8286 (714) 840-8286 APPROPRIATE CONDITIONS MI DEVELOPMENT AND/OR CITY AND BENCHMARK,
b ( ) (951) 245-9075 MARK oLscaPnoN BY PPPR. DATE f�Al! C1V1L � THE STATE LAWS,AND PERMIT CAN BE ISSUED. RIVERSIDE
OTRAL BENCHMARK EAST OFOFF THE C'EN WEE ar MI�ON BRASS TRAIL
DISC IN CONCRETE POSE 72'NORM OF T INIERSEC ON OF CORYOON S RIET AND TENTATIVE TRACT MAP NO. 31920 FQiIS
m - DESIGNED BY:M.WEBER C.CHOOBOON DRAWN BY:R.PENA/E.SWYLES OF CPU 07 2t Og BASIS OF BEARING: C�
CENiERUNE OF CEREAL STREET,BBNG N52'52'48*W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERUNE INTERSECTIONS OF CEREAL STREET AND ROUGH GRADING
CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON KEN SEUMALO RCE 56915 EXP.9-30-07 CITY ENGINEER DATE STONENIN STREET AND CEREAL STREET AND CORYDON STREET.
CK-71171 t�Y,
P, 1-1/rxt-1/rsl/�' 6 C TFSLO !)/Y' B
{ 6" J' 6' F t ,WCIE N CONC.COWJi �z T1PE -II
$S R.av a�'m'rB�w 1(TYP)°/e• 5'MIN.
C.S.P. b b
3, R 48' (R.O.W.) R 3, RAW R/W 4 s + s/sx5/s 6"MIN.
�I . MuOslu
P.U.E. ^ PARKING ALLOWED P.U.E. - 16• 112' (R.O.W.) I 16' - �; SPAC°' I 2% 2% I T
'T_'`-6' 18' 18, 6'I LANDSCAPE t NO PARKA C ALLOWED t Vt slm PUTS /t wux eaT
LANDSCAPE /- B HIGH PoINT=PAD-0.2.' MIN.
Sw sw LOT ' 6' 10, 30, 7' 7' 30, 10' 6' LOT %o PLATE STIFFENER ALTERNATE JUNCTION HOLD-DOWN f 2 ,
5' I SW PW MEDIAN PW SW \_ 5'MINIMUM
2% MIN. I Z
PER P� I I ' 3"CONCRETE OR GUNITE REINFORCED WITH 6'x6'� �/' t-e 14 6'MIN
PAD PAD I W1.4XW1.4 WELDED WIRE MESH. TREAT EXPOSED �'•A-FL.-os DEIAL Prn GRADING AT UP 14(SEE NOTE s) `
PER PLAN i p )P.5• I PER PLAN P� I F.S. I CONCRETE SURFACES WITH CURING COMPOUND. w sH�T+�
3. r ILANMIN. PAD �I77..
°N ww EOWLLY�ACED BDEETTAL HEREON
3EC110N A-A
I 12%• 2%I 1 PER PLAN
19.MIN I ' 2% PER PLAN J- cam+OF MOLE
?% 1-' 1 2% P.C.C. V-DITCH DETAIL �� '° A A FF ELEV 1r(6•MIN.ABOVE
1% m PAD ELEVATION
- NOT TO SCALE )
m ° PAD ELEV 4'
LOT
18" ROUGH GRADE LOT LINE 1 'M I,pw" t%
All IN-TRACT STREETS LINE DETAIL 'A' - - - - DETAIL "A" ----__ ° +s V BW, BX, BY, BZ, CA, CA CC, CD, CE, CF, CG, CH, DA OR, DC, DD, DE, DF, DG, DH, DI 11 2�MIN,
DJ, DK, DL, DM, ON, DO, DP, DO, DR, DS, DT, DU, DV, DW, DX, DY, DZ, EA EB, EC, ED, `EXISTING ROUGH GRADE ECnO�- BOTTOM VIEW SEE SEPARATE BERM
EE, EF, EG, EH, El, EJ EK, EL, fM, EN, E0, EP GROUND UNE 2• TEMPORARY BERM TO BE REMOVED TOP PLATE DETAIL HEREON
DLAMOND DRIVE DURING PRECISE�RADING)
MODIFIED NEIGHBORHOOD 'An RING D.D.
TOP OF SLOPE � � t/r �"°"`°°
"" C.SP. RCP. �C I IVIN C-8
HORIZ: 1"=20' MODIFIED MAJOR "E" __ ' UPPER PAD 'E. �6 a"ew°R ` TYPICAL BERM DETAIL
NOTES: SCALE: VERT.: 1"=4' SCALE: HORIZ: 1'=20' 'tit _ - 1 1 R -T ---
8'MIN. /4a rnDE ^u --
VERT.: i'=4' 2' SLOPE - \\Ds.e a /^l ---
1. 4'AC/6'AS(MIN) NOTES: LOWER PAD ro° I - o
2. 6" TYPE A-6 CURB PER STD.NO.200 COUNTY OF RIVERSIDE -
3. STREET SECTION TO BE VERIFIED BY SOILS ENGINEER 1. 6'AC/14'AS(MIN.) - _ sMl"'
-
2. 8'TYPE A-8 CURB PER STD.NO.201 COUNTY OF RIVERSIDE '
¢ 3. LANDSCAPE MEDIAN PER STD.NO. 113 COUNTY OF RIVERSIDE(MODIFIED TO 14'WIDE) CONC.SUa I tr• I j•MINI oar PACK HS•ITCH TOP/4 N PLATE
�. 4. STREET SECTION TO BE VERIFIED BY SOILS ENGINEER TYPICAL SECTION FOR ABUTTING REAR YARDS WITH r ELEVATION -� BOTTOM VIEW
R/W RAW
72' (R.O.W) TRACT DIFFERENCE IN ELEVATION OF 2 FEET OR MORE GAGE RETAINER I
WILL
PARKING ALLOWED I LOT LINE BOUNDARY 1.RISER PIPE SHAUL EIITEND TO•ELEv.A.
NOT TO SCALE 2.CORR"TED BTEEL PIPE S CONFORM TO MSHO M-38. DI n 'HD' q RISER aSP.
5' I 5' 8' 18' 18' 8' S' TEM ORARY BERM('T 2, ,y/2 is Pon o u°�uiD URGER Nm'i'II/rx1 i/rZED AFTER :B/i'u+C[cs ToK 'B ° 2 1e•ro z tB
-'� BE REMOVED DURING ro PUTE VmN 1•B S AT s o.c. 4•-zr w 1z
LANDSCAPE 1 S PW PW SW I LANDSCAPE PRECISE GRADING) 2• BENCH 1 6.CAGE OF PIPE FTxt DIAMETER"-L.BE SAME AB FOR RGER. >B-3B zo• to
6.rNUMBERt OP OARS ON GRATE ASSEMBLY. - 3 TO J9 I♦
LOT I LOT + I� ].RISER AID BNB BH41 BE SHOP FABRICATED AND C VAHZE°NIFN YIELDING. 42_51 767' 22 NOTES.,
I /B'-S1' 14.5' 25 2'TO/B 12
54-5 13' 26 4 5f'TO 88 10
F.S. ELEV. PROPOSED PAD 4 EXIST. 6D'-63' 11.s• 31 1. SWALES 70 BE CUT IN AT 1%AT ROUGH GRADING AND PRIOR TO BUILDING
VARIES 2% N. I PER P I VARIES 2%MIN. ----- �,/ VARIES GROUND 66, lo.s >. CONSTRUCTION.
To 4:1 Max. TO 4:1 MAX. ` ' 1 C.M.P. RISER DETAIL
PAD I T P PAD 8' = 22- NfM ------
PER PLAN 29>MIN. PLAN I 2%MIN. PER PLAN ;, NOT TO SCALE 2. A PAVED DRAINAGE SWALE CATCH BASIN AND PIPE,OR OTHER SIMILAR DRAINAGE
DEVICE IS REQUIRED WHEN A STOOP,FIREPLACE,OR PORTION OF THE BUILDING
29 2% 29, 2% -�t EXTENDS WITHIN THE MINIMUM ESTABLISHED DRAINAGE SETBACKS.
PROP.J'WIDE J'
V-DITCH Q RJR 3. ALL BUILDING SETBACKS FROM SLOPES SHALL BE IN ACCORDANCE WITH THE GRADING
DETAIL "A" DETAIL"A" SECTION F-F fy E,Q &EXCAVATION CODE.
ROUGH GRADE NOT TO SCALE
LINE _ 4. IN NO CASE SHALL THE SWALE FLOWUNE BE LOWER THAN THE BOTTOM OF THE
FOOTING WITHIN 5'OF THE FOOTING.
GRATE
'B' STREET(NORTH)STA 20+10.21 TO STA 34+50.00 ASSEMBLY TOP OF PIPE
'B' STREET(NORTH/EAST FROM LOOP)STA 10+00.00 TO STA 18+91.21 ELEV.=FL.-o.5'
'g, W.W.M.TREET LOOP W7.4xWi.4 _SEE C.M.P RISER DETAIL TYPICAL ROUGH GRADING DETAILS
"B'STREET(SOUTH/WEST FROM LOOP)STA 12+IZ05 TO STA 33+22.06 RAW w.w. ABOVE
N.T.S.
"f STREET STA 12+89.19 TO STA 33+22.06 I2' TRACT
MODIFIED NEIGHBORHOOD "B' I LOT LINE 30' BOUNDARY SECTION A-A
NOTES: SCALE: HORIZ: 1"=20' 1 TEMPORARY - H/2
VERT.: 1"=4' I SLOPE RIW
1. 5'AC/10'AB(MIN.)
2% 1.5' 3'
Z 6'TYPE A-6 CURB PER STD.NO.200 COUNTY OF RIVERSIDE i ? 2 3' 3'
J. STREET SECTION 70 BE VERIFIED BY SOILS ENGINEER '4>,�, EXIST. PROPOSED PAD 2% FS
`a "' GROUND EXIST. PAVEMENT
?.� GROUND PROP. SECTION
1 ------ A ;;', A o4
•,. 6'OR 9'C.F.
SECTION G-G _ 1 ' •`' 24-GUTTER 12.5" _-
R/W 84'I(R.O.W.) R/W NOT TO SCALE PROP.3'WIDE - I_ :: . FS-PAVEMENT SECTION
NO PARKA ALLOWED V--DITCH '
n
5' 5' 9' 18' 10' 18' 9' S' R 5,
LANDSCAPE IE IE SW PW M D. PW SW I LANDSCAPE SECTION L-L - -
LOT I I LOT NOT TO SCALE 3'V-DITCH SEE
5' DETAIL THIS SHEET
LOT LINE
VARIES 2%MIN.T 5 ' TEMPORARY BERM(TO GUT SECTION
TO 4:1 MAX. I VARIES 2%MIN. TOP OF SLOPEC.M.P. RISER INLET DETAIL
PAD F.S.Ply TO 4:1 MAX PAD REMOVED DURING
PER PLAN 2%MIN. 19 29, 2%MIN.PER PLAN 2'I�BE
PRECISE GRADING) NOT TO SCALE
T P R PROPOSED PAD TEMPORARY SAND BAG(1 WIDE x 2 HIGH) DETAIL "A"
•` PROP.8'WIDE TRAI - _. SLOPE NOT TO SCALE
.\ 8'MIN. z P.8'WIDE TRAIL ��• d BURY BAG 1/2 BAG HEIGHT
DETAIL "A' DETAIL"A" FLOW
1
2% GROUND
ROUGH GRADE ` , ° 2% --
LINE �----
�,P�' PROP.3'WIDE ROP.3'WIDE STAGGERBAGS
T V-DITCH \
'F" STREET STA 10+00.00 TO STA 12+89.19 PROPOSED �• V-DITCH
GOLF COURSE PROPOSED
GOLF COURSE
MODIFIED NEIGHBORHOOD 'C" SECTION H-H
SCALE; HORIZT. I*_40' NOT TO SCALE SAND BAGS (1 WIDE X 2 HIGH)
NOTES: SECTION M-M NOT TO SCALE
1. 5'AC/10'AB(MIN.) NOT TO SCALE / R20' "0",y/N
2. 8'TYPE A-8 CURB PER STD.NO.201 COUNTY OF RIVERSIDE V-DITCH OR PIPE NO. 2 BACKING F,
3. LANDSCAPE MEDIAN PER STD. No. 113 COUNTY OF RIVERSIDE(MODIFIED TO 10,WIDE) CnSv�p9
4. STREET SECTION 70 BE VERIFIED BY SOILS ENGINEER LOT LINE TRACT - - vBJG
o P
LOT LINE BOUNDARY OOOOOOU II
EXIST M TRACK CLEAN l'ABN
GROUND � �
PROP.20'WIDE
Rn4 R/W TRAIL EASEMENT 2,1 PROPOSED PAD 2 SECTION ,�-A OEC E M ALESTI)TER FABRIC PER 1" TO 3" COARSE ,5p
12 I 74' (R.O.W) I I2' VARIES GROUND 2Z EXIST. AGGREGATE �,Y�
_.<.y.. /
ND�CAPF) NO PARKIG ALLOWED IANDDSCAN 1�4iq�, /------ N0. 2 BACKING FILTER FABRIC
5' 8' 19, 10' 19, 8' 5' 2% ..ILL
SW PW MD. PW SW Q
-•5' ' SECTION I-I PROP. 3'WIDE OOOo0oO0 GRAVEL CONSTRUCTION ENTRANCE
I
5'r I V-DITCH On 0 O 5 _ ..._ NOT TO SCALENOT TO SCALE XV
PAD I F.S.ELEV. I 1% SECTION N-N o 0 0 0 0 sy A
PER PLAN 2%MIN. PER PLAN 2% IN. a
I29 TC PER 2� NOT TO SCALE O OQ a
LOT LINE R/W
DETAA" - DETAIL °A" I ___UUU C/ O LOT LINE
IL "
ROUGH GRADE 1 BOUNDS LOT LINE NG - F/L PER PLAN _ TEMPORARY BERM(TO
LINE EXISTI
GROUND PROP.20'WIDE REMOVED DURING
TRAIL EASEMENT PROPOSED PAD 2' �BE
PRECISE GRADING)
f0'
'C' STREFT Ex�r LIGHT CLASS RIP-RAP_PAD DETAIL ' PROPOSED PAD
PROPOSED
STREET G
'D' GROUND GOLF N.T.S. Yf ."...
GOLF COURSE EXIST
� T. \ �� 8 MIN z
'E'STREET -- 1.•l NpRIE�2i GROUND
MODIFIED COLLECTOR 'D" MA
SCALE:ART 11'=40' SECTION O-O SECTION P-P
' NOTES: SECTION J-J NOT TO SCALE NOT TO SCALE
i 1. 5'AC/10'AB(MIN.) NOT TO SCALE
Z 8"TYPE A-8 CURB PER STD.NO.201 COUNTY OF RIVERSIDE
J. LANDSCAPE MEDIAN PER STD. NO. 113 COUNTY OF RIVERSIDE(MODIFIED TO 10,WIDE)
° 4. STREET SECTION TO BE VERIFIED BY SOILS ENGINEER
REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE
ENGINEERING GEOLOGIST: SOIL ENGINEER; OWNER: 101AA9 Qao�sslGW/ �� D�I�1.71 CORPORATION
NEBLETT & ASSOC., INC. NEBLETT & ASSOC, INC. LAING-CP, LAKE ELSINORE LLC �\ ►// VV DETAILS SHEET SHEET 2
31881 CGRYDON �,� o� SCOTT M.NILSON DATE DATE: 3 PETERS CANYON T. 949-679-0090
4911 WARNER AVENUE, SUITE 218 RICE NO.49884 EXP. 9-30-06
n 4911 WARNER AVENUE, SUITE 218 •^ _ SUITE 110 F: 949-679-0091 SUMMERLY STAGE 2 OF 0
s HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92649 SUITE 130 "O.49 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 3-17-05 IRV�NE CA 92606
' (714) 840-8286 (714) 840-8286 LAKE ELSINORE, CA 92530 * Exv.BnO/06 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BFNpRSIDE TENTATIVE TRACT MAP NO. 31920 FILE NO.
(951) 245-9075 MARK DESCRIPTION BY APPR DATE fjAlf [[vIL\ ! THE STATE LAWS,AND PE IT CAN BE ISSUED. MISSION TRAIL�21Y EAST OF THE CENTERLINE OF MISSION TRAIL
DISC IN CONCRETE POST 72'NORTH OF T INTERSECRW OF CORYDON STREET AND
DESIGNED BY:M.V,EBER/C.CHOOBOON DRAM BY:R.PENA/E.SAYLES OF CPII / � o7/f�6 BASIS OF BEARING ROUGH GRADING
CENTERLINE OF CEREAL STREET,BEING N5Z52.48-W,BETWEEN MONUMENTS 3 AND 4,BEBK)THE CENTERLINE INTERSECTIONS OF CEREAL STREET AND
CHECKED BY: S.IflLSON PROJECT MANAGER:S.YALSON KEN SEUMALO RCE 56915 EXP.9-30-07 CITY ENGINEER DATE STONEMAN STREET AND CEREAL STREET AND CORYDON STREET.
Y O/_/-7//7/06- 149A 1' � 3Z
P, 1-1/rxt-1/rsl/�' 6 C TFSLO !)/Y' B
{ 6" J' 6' F t ,WCIE N CONC.COWJi �z T1PE -II
$S R.av a�'m'rB�w 1(TYP)°/e• 5'MIN.
C.S.P. b b
3, R 48' (R.O.W.) R 3, RAW R/W 4 s + s/sx5/s 6"MIN.
�I . MuOslu
P.U.E. ^ PARKING ALLOWED P.U.E. - 16• 112' (R.O.W.) I 16' - �; SPAC°' I 2% 2% I T
'T_'`-6' 18' 18, 6'I LANDSCAPE t NO PARKA C ALLOWED t Vt slm PUTS /t wux eaT
LANDSCAPE /- B HIGH PoINT=PAD-0.2.' MIN.
Sw sw LOT ' 6' 10, 30, 7' 7' 30, 10' 6' LOT %o PLATE STIFFENER ALTERNATE JUNCTION HOLD-DOWN f 2 ,
5' I SW PW MEDIAN PW SW \_ 5'MINIMUM
2% MIN. I Z
PER P� I I ' 3"CONCRETE OR GUNITE REINFORCED WITH 6'x6'� �/' t-e 14 6'MIN
PAD PAD I W1.4XW1.4 WELDED WIRE MESH. TREAT EXPOSED �'•A-FL.-os DEIAL Prn GRADING AT UP 14(SEE NOTE s) `
PER PLAN i p )P.5• I PER PLAN P� I F.S. I CONCRETE SURFACES WITH CURING COMPOUND. w sH�T+�
3. r ILANMIN. PAD �I77..
°N ww EOWLLY�ACED BDEETTAL HEREON
3EC110N A-A
I 12%• 2%I 1 PER PLAN
19.MIN I ' 2% PER PLAN J- cam+OF MOLE
?% 1-' 1 2% P.C.C. V-DITCH DETAIL �� '° A A FF ELEV 1r(6•MIN.ABOVE
1% m PAD ELEVATION
- NOT TO SCALE )
m ° PAD ELEV 4'
LOT
18" ROUGH GRADE LOT LINE 1 'M I,pw" t%
All IN-TRACT STREETS LINE DETAIL 'A' - - - - DETAIL "A" ----__ ° +s V BW, BX, BY, BZ, CA, CA CC, CD, CE, CF, CG, CH, DA OR, DC, DD, DE, DF, DG, DH, DI 11 2�MIN,
DJ, DK, DL, DM, ON, DO, DP, DO, DR, DS, DT, DU, DV, DW, DX, DY, DZ, EA EB, EC, ED, `EXISTING ROUGH GRADE ECnO�- BOTTOM VIEW SEE SEPARATE BERM
EE, EF, EG, EH, El, EJ EK, EL, fM, EN, E0, EP GROUND UNE 2• TEMPORARY BERM TO BE REMOVED TOP PLATE DETAIL HEREON
DLAMOND DRIVE DURING PRECISE�RADING)
MODIFIED NEIGHBORHOOD 'An RING D.D.
TOP OF SLOPE � � t/r �"°"`°°
"" C.SP. RCP. �C I IVIN C-8
HORIZ: 1"=20' MODIFIED MAJOR "E" __ ' UPPER PAD 'E. �6 a"ew°R ` TYPICAL BERM DETAIL
NOTES: SCALE: VERT.: 1"=4' SCALE: HORIZ: 1'=20' 'tit _ - 1 1 R -T ---
8'MIN. /4a rnDE ^u --
VERT.: i'=4' 2' SLOPE - \\Ds.e a /^l ---
1. 4'AC/6'AS(MIN) NOTES: LOWER PAD ro° I - o
2. 6" TYPE A-6 CURB PER STD.NO.200 COUNTY OF RIVERSIDE -
3. STREET SECTION TO BE VERIFIED BY SOILS ENGINEER 1. 6'AC/14'AS(MIN.) - _ sMl"'
-
2. 8'TYPE A-8 CURB PER STD.NO.201 COUNTY OF RIVERSIDE '
¢ 3. LANDSCAPE MEDIAN PER STD.NO. 113 COUNTY OF RIVERSIDE(MODIFIED TO 14'WIDE) CONC.SUa I tr• I j•MINI oar PACK HS•ITCH TOP/4 N PLATE
�. 4. STREET SECTION TO BE VERIFIED BY SOILS ENGINEER TYPICAL SECTION FOR ABUTTING REAR YARDS WITH r ELEVATION -� BOTTOM VIEW
R/W RAW
72' (R.O.W) TRACT DIFFERENCE IN ELEVATION OF 2 FEET OR MORE GAGE RETAINER I
WILL
PARKING ALLOWED I LOT LINE BOUNDARY 1.RISER PIPE SHAUL EIITEND TO•ELEv.A.
NOT TO SCALE 2.CORR"TED BTEEL PIPE S CONFORM TO MSHO M-38. DI n 'HD' q RISER aSP.
5' I 5' 8' 18' 18' 8' S' TEM ORARY BERM('T 2, ,y/2 is Pon o u°�uiD URGER Nm'i'II/rx1 i/rZED AFTER :B/i'u+C[cs ToK 'B ° 2 1e•ro z tB
-'� BE REMOVED DURING ro PUTE VmN 1•B S AT s o.c. 4•-zr w 1z
LANDSCAPE 1 S PW PW SW I LANDSCAPE PRECISE GRADING) 2• BENCH 1 6.CAGE OF PIPE FTxt DIAMETER"-L.BE SAME AB FOR RGER. >B-3B zo• to
6.rNUMBERt OP OARS ON GRATE ASSEMBLY. - 3 TO J9 I♦
LOT I LOT + I� ].RISER AID BNB BH41 BE SHOP FABRICATED AND C VAHZE°NIFN YIELDING. 42_51 767' 22 NOTES.,
I /B'-S1' 14.5' 25 2'TO/B 12
54-5 13' 26 4 5f'TO 88 10
F.S. ELEV. PROPOSED PAD 4 EXIST. 6D'-63' 11.s• 31 1. SWALES 70 BE CUT IN AT 1%AT ROUGH GRADING AND PRIOR TO BUILDING
VARIES 2% N. I PER P I VARIES 2%MIN. ----- �,/ VARIES GROUND 66, lo.s >. CONSTRUCTION.
To 4:1 Max. TO 4:1 MAX. ` ' 1 C.M.P. RISER DETAIL
PAD I T P PAD 8' = 22- NfM ------
PER PLAN 29>MIN. PLAN I 2%MIN. PER PLAN ;, NOT TO SCALE 2. A PAVED DRAINAGE SWALE CATCH BASIN AND PIPE,OR OTHER SIMILAR DRAINAGE
DEVICE IS REQUIRED WHEN A STOOP,FIREPLACE,OR PORTION OF THE BUILDING
29 2% 29, 2% -�t EXTENDS WITHIN THE MINIMUM ESTABLISHED DRAINAGE SETBACKS.
PROP.J'WIDE J'
V-DITCH Q RJR 3. ALL BUILDING SETBACKS FROM SLOPES SHALL BE IN ACCORDANCE WITH THE GRADING
DETAIL "A" DETAIL"A" SECTION F-F fy E,Q &EXCAVATION CODE.
ROUGH GRADE NOT TO SCALE
LINE _ 4. IN NO CASE SHALL THE SWALE FLOWUNE BE LOWER THAN THE BOTTOM OF THE
FOOTING WITHIN 5'OF THE FOOTING.
GRATE
'B' STREET(NORTH)STA 20+10.21 TO STA 34+50.00 ASSEMBLY TOP OF PIPE
'B' STREET(NORTH/EAST FROM LOOP)STA 10+00.00 TO STA 18+91.21 ELEV.=FL.-o.5'
'g, W.W.M.TREET LOOP W7.4xWi.4 _SEE C.M.P RISER DETAIL TYPICAL ROUGH GRADING DETAILS
"B'STREET(SOUTH/WEST FROM LOOP)STA 12+IZ05 TO STA 33+22.06 RAW w.w. ABOVE
N.T.S.
"f STREET STA 12+89.19 TO STA 33+22.06 I2' TRACT
MODIFIED NEIGHBORHOOD "B' I LOT LINE 30' BOUNDARY SECTION A-A
NOTES: SCALE: HORIZ: 1"=20' 1 TEMPORARY - H/2
VERT.: 1"=4' I SLOPE RIW
1. 5'AC/10'AB(MIN.)
2% 1.5' 3'
Z 6'TYPE A-6 CURB PER STD.NO.200 COUNTY OF RIVERSIDE i ? 2 3' 3'
J. STREET SECTION 70 BE VERIFIED BY SOILS ENGINEER '4>,�, EXIST. PROPOSED PAD 2% FS
`a "' GROUND EXIST. PAVEMENT
?.� GROUND PROP. SECTION
1 ------ A ;;', A o4
•,. 6'OR 9'C.F.
SECTION G-G _ 1 ' •`' 24-GUTTER 12.5" _-
R/W 84'I(R.O.W.) R/W NOT TO SCALE PROP.3'WIDE - I_ :: . FS-PAVEMENT SECTION
NO PARKA ALLOWED V--DITCH '
n
5' 5' 9' 18' 10' 18' 9' S' R 5,
LANDSCAPE IE IE SW PW M D. PW SW I LANDSCAPE SECTION L-L - -
LOT I I LOT NOT TO SCALE 3'V-DITCH SEE
5' DETAIL THIS SHEET
LOT LINE
VARIES 2%MIN.T 5 ' TEMPORARY BERM(TO GUT SECTION
TO 4:1 MAX. I VARIES 2%MIN. TOP OF SLOPEC.M.P. RISER INLET DETAIL
PAD F.S.Ply TO 4:1 MAX PAD REMOVED DURING
PER PLAN 2%MIN. 19 29, 2%MIN.PER PLAN 2'I�BE
PRECISE GRADING) NOT TO SCALE
T P R PROPOSED PAD TEMPORARY SAND BAG(1 WIDE x 2 HIGH) DETAIL "A"
•` PROP.8'WIDE TRAI - _. SLOPE NOT TO SCALE
.\ 8'MIN. z P.8'WIDE TRAIL ��• d BURY BAG 1/2 BAG HEIGHT
DETAIL "A' DETAIL"A" FLOW
1
2% GROUND
ROUGH GRADE ` , ° 2% --
LINE �----
�,P�' PROP.3'WIDE ROP.3'WIDE STAGGERBAGS
T V-DITCH \
'F" STREET STA 10+00.00 TO STA 12+89.19 PROPOSED �• V-DITCH
GOLF COURSE PROPOSED
GOLF COURSE
MODIFIED NEIGHBORHOOD 'C" SECTION H-H
SCALE; HORIZT. I*_40' NOT TO SCALE SAND BAGS (1 WIDE X 2 HIGH)
NOTES: SECTION M-M NOT TO SCALE
1. 5'AC/10'AB(MIN.) NOT TO SCALE / R20' "0",y/N
2. 8'TYPE A-8 CURB PER STD.NO.201 COUNTY OF RIVERSIDE V-DITCH OR PIPE NO. 2 BACKING F,
3. LANDSCAPE MEDIAN PER STD. No. 113 COUNTY OF RIVERSIDE(MODIFIED TO 10,WIDE) CnSv�p9
4. STREET SECTION 70 BE VERIFIED BY SOILS ENGINEER LOT LINE TRACT - - vBJG
o P
LOT LINE BOUNDARY OOOOOOU II
EXIST M TRACK CLEAN l'ABN
GROUND � �
PROP.20'WIDE
Rn4 R/W TRAIL EASEMENT 2,1 PROPOSED PAD 2 SECTION ,�-A OEC E M ALESTI)TER FABRIC PER 1" TO 3" COARSE ,5p
12 I 74' (R.O.W) I I2' VARIES GROUND 2Z EXIST. AGGREGATE �,Y�
_.<.y.. /
ND�CAPF) NO PARKIG ALLOWED IANDDSCAN 1�4iq�, /------ N0. 2 BACKING FILTER FABRIC
5' 8' 19, 10' 19, 8' 5' 2% ..ILL
SW PW MD. PW SW Q
-•5' ' SECTION I-I PROP. 3'WIDE OOOo0oO0 GRAVEL CONSTRUCTION ENTRANCE
I
5'r I V-DITCH On 0 O 5 _ ..._ NOT TO SCALENOT TO SCALE XV
PAD I F.S.ELEV. I 1% SECTION N-N o 0 0 0 0 sy A
PER PLAN 2%MIN. PER PLAN 2% IN. a
I29 TC PER 2� NOT TO SCALE O OQ a
LOT LINE R/W
DETAA" - DETAIL °A" I ___UUU C/ O LOT LINE
IL "
ROUGH GRADE 1 BOUNDS LOT LINE NG - F/L PER PLAN _ TEMPORARY BERM(TO
LINE EXISTI
GROUND PROP.20'WIDE REMOVED DURING
TRAIL EASEMENT PROPOSED PAD 2' �BE
PRECISE GRADING)
f0'
'C' STREFT Ex�r LIGHT CLASS RIP-RAP_PAD DETAIL ' PROPOSED PAD
PROPOSED
STREET G
'D' GROUND GOLF N.T.S. Yf ."...
GOLF COURSE EXIST
� T. \ �� 8 MIN z
'E'STREET -- 1.•l NpRIE�2i GROUND
MODIFIED COLLECTOR 'D" MA
SCALE:ART 11'=40' SECTION O-O SECTION P-P
' NOTES: SECTION J-J NOT TO SCALE NOT TO SCALE
i 1. 5'AC/10'AB(MIN.) NOT TO SCALE
Z 8"TYPE A-8 CURB PER STD.NO.201 COUNTY OF RIVERSIDE
J. LANDSCAPE MEDIAN PER STD. NO. 113 COUNTY OF RIVERSIDE(MODIFIED TO 10,WIDE)
° 4. STREET SECTION TO BE VERIFIED BY SOILS ENGINEER
REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE
ENGINEERING GEOLOGIST: SOIL ENGINEER; OWNER: 101AA9 Qao�sslGW/ �� D�I�1.71 CORPORATION
NEBLETT & ASSOC., INC. NEBLETT & ASSOC, INC. LAING-CP, LAKE ELSINORE LLC �\ ►// VV DETAILS SHEET SHEET 2
31881 CGRYDON �,� o� SCOTT M.NILSON DATE DATE: 3 PETERS CANYON T. 949-679-0090
4911 WARNER AVENUE, SUITE 218 RICE NO.49884 EXP. 9-30-06
n 4911 WARNER AVENUE, SUITE 218 •^ _ SUITE 110 F: 949-679-0091 SUMMERLY STAGE 2 OF 0
s HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92649 SUITE 130 "O.49 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 3-17-05 IRV�NE CA 92606
' (714) 840-8286 (714) 840-8286 LAKE ELSINORE, CA 92530 * Exv.BnO/06 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BFNpRSIDE TENTATIVE TRACT MAP NO. 31920 FILE NO.
(951) 245-9075 MARK DESCRIPTION BY APPR DATE fjAlf [[vIL\ ! THE STATE LAWS,AND PE IT CAN BE ISSUED. MISSION TRAIL�21Y EAST OF THE CENTERLINE OF MISSION TRAIL
DISC IN CONCRETE POST 72'NORTH OF T INTERSECRW OF CORYDON STREET AND
DESIGNED BY:M.V,EBER/C.CHOOBOON DRAM BY:R.PENA/E.SAYLES OF CPII / � o7/f�6 BASIS OF BEARING ROUGH GRADING
CENTERLINE OF CEREAL STREET,BEING N5Z52.48-W,BETWEEN MONUMENTS 3 AND 4,BEBK)THE CENTERLINE INTERSECTIONS OF CEREAL STREET AND
CHECKED BY: S.IflLSON PROJECT MANAGER:S.YALSON KEN SEUMALO RCE 56915 EXP.9-30-07 CITY ENGINEER DATE STONEMAN STREET AND CEREAL STREET AND CORYDON STREET.
Y O/_/-7//7/06- 149A 1' � 3Z
DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER
846
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