HomeMy WebLinkAboutRGP_13-065_13-070 BASIS OF BEARING GRADING NOTES
THE BASIS OF BEARINGS IS THE CENTERLINE OF 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES:
HILLSIDE DRIVE PER TRACT 30493-1, MB 370/62-72, IE N38°29'29"W CODE CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST
CITY OF LAKE ELSINORE EDITION OF THE U.B.C.APPENDIX CHAPTER 33. A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF
ALLUVIAL,COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES.
2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE
SHEET INDEX ELSINORE.PRIOR TO ANY OPERATION. B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING
AND 1 TITLE SHEET O G Cl'ARADING PLAN S 3 U.S.A.ALERT DEVELOPER1 800-422-4 33)C 8N HOURS PRIORLTONGRADINGLL UTILITY COMPANIES AND C. DURING L INSTALLATION FLING •BUTTRESS AND CANYON SUB-DRAINS AND FILTER
2-3 DETAILS MATERIAL.
4-5 ROUGH GRADING 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24
6 STORM DRAIN PLAN &PROFILE CANYON HILLS PLANNING AREA 36 HOURS 1N ADVANCE OF BEGINNING GRADING OPERATIONS. D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION.
5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT
7-8 EROSION CONTROL ENGINEER. 12'ON CENTER OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL
LIVINGSMART HOMES PARKSIDE II HEIGHT.IN ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,
6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, SHRUBS,OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10'ON CENTER:TREES
POST CONSTRUCTION BMPs OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. SHALL HAVEEPERMANEN TIIRRIGATI 15'ON ON SYSTEMS EWITHLBACKFL OVER
PREVENTION VERTICAL
DEVICES PER
1. ALL STORM DRAIN FACILITIES,SUCH AS CURB INLETS AND CATCH BASINS WILL BE 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS U.P.C.
STENCILED WITH LANGUAGE PROHIBITING THE DUMPING OF POTENTIALLY PARCEL 2 90%
CONTAMINATED MATERIALS. 7 RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED
TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT.
2. A MAINTENANCE PROGRAM SHALL BE DEVELOPED TO PROVIDE STREET PARKING LOT 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY THE
SWEEPING,TRASH AND DEBRIS REMOVAL,BUILDING AND GROUNDS MAINTENANCE, MODIFIED THREE(3)LAYER A.S.T.M.D-1557-TO TEST METHOD. 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING
WHICH WILL INCLUDE REGULAR MAINTENANCE OF STORM DRAIN FACILITIES. 10 THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK.
so49 ID 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND
3. SPLASH PADS SHALL BE USED IN PLACE OF UNDERGROUND STORM DRAIN ROOF RUNOFF. `-'=" - 52-12 t INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS.
THE PLACING OF FILL.4. GRASS LINED SWALES SHALL BE USED TO CARRY RUNOFF FROM ROOFS AND LANDSCAPED 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE
} s' -- \
AREAS TO PROVIDE FILTERING OF POLLUTANTS PRIOR TO ENTERING STORM DRAIN x
CATCH BASINS. I � - "" 10: ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PERMITTEE.
AL• -il \ \ vbry J-1,1 i s nit:" XC� `•„ ,i, '\ PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER.
•�� 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.
.. ,. "� t
S. NEW RESIDENTS SHALL BE EDUCATED IN BASIC STORM DRAIN POLLUTION PREVENTION - 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN
PRINCIPLES. THIS WILL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. - - J// 1/2 "PER FOOT FOR A MINIMUM OF 3',THEN 1% (MINIMUM)TO FLOWLINE OF EARTH SWALE. 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO
vi 1 I"" 7 �-�""""l 1 I\ COMPLETION OF GRADING OPERATION.
6. FOR MORE DETAILED INFORMATION SEE REPORT ENTITLED: 'WATER QUALITY " , I I �y'� 1t' \MANAGEMENT PLAN DATED -----PREPARED BY RICK ENGINEERING COMPANY - -- r" f[--P---,I 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1X.IF CUT OR FILL SLOPE32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR� �,.r
\ IS LESS THAN 10',AND 2% IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES ALL SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER
n:oloxve liv N SMaa! HoM s SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LAKE
1 } FnrrK n \ OF CUT OR FILL SLOPES. ELSINORE GRADING ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
SWPPP ' - T
3. PROVIDE 5'WIDE BY THIGH BERM OR EQUIVALENT ALONG THE TOP Of ALL FILL SLOPES 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH
�_ 1 I E Paacr OVER 5'HIGH. THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES
SURVEYING,TO ANY
CONTRACTOR SHALL MAKE ARRANGEMENTS FOR A PRE-CONSTRUCTION ] �: � "� RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH
1. PRIOR IN ANY DISTURBANCE SHALL
THE SITE,EXCLUDING UTILITY MARK-OUTS AND P I'� 3')'I'12 I 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP FACILITIES ARE SHOWN ON THESE PLANS.
MEETING WITH THE CITY OF LAKE ELSINORE FIELD ENGINEERING DIVISION (951) I OF CUT SLOPES.
tlil t I 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,
674-3124. I ( 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. PRIOR TO ROUGH GRADE APPROVAL.
2. THE CONTRACTOR SHALL HIRE A QUALIFIED PARE REPOR HAS BEEN PROPERLY I ` I .I ,j •1�'} �� t r
TRAINED TO CONDUCT INSPECTIONS AND PREPARE REPORTS N THE CONSTRUCTION _ _ J { 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND 35. APPROXIMATE DATE OF: BEGINNING OPERATION: 06/15/13
SITE WITH RESPECT TO THE CITY'S MUNICIPAL CODE/ORDINANCES AND THE SWPPP. = �a ��- i y' ` \', / PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS COMPLETION:. 06/15/3
THE QUALIFIED PERSON SHALL ATTEND THE PRE-CONSTRUCTION MEETING.THE ,) I' 9 - " ' - {f / "" (SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL.
QUALIFIED PERSON SHALL.HAVE KNOWLEDGE AND TRAINING OF THE INTENT AND l - _}- --' I,,,,' 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN
ENFORCEMENT OF SWPPPE AND BMPB. ""
E-. '" �, ` `' '%� '"" 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION 3"WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS
AND MAKE IT AVAILABLE TO THE CITY OF LA
3. THE CONTRACTOR SHALL MAINTAIN COPY A THE SWPPP AT THE CONSTRUCTION SITE I 1 ~, REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE
LAKE SNORE AND REGIONAL WATER h � „ _._: DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. SOILS ENGINEER.
QUALITY CONTROL BOARD'S (RWQCB)REPRESENTATIVES UPON REQUEST. 1 ,:.,k. """ �, -�, \ , -- 18. THE FOLLOWING SOILS ENGINEERING INVESTIGATION REPORTS HAVE BEEN PREPARED FOR 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN
THE PROJECT AND SHALL BE CONSIDERED A PART OF THIS GRADING PLAN,AND SHALL BE INSPECTION BEFORE APPROVAL.
4. THE QUALIFIED PERSON SHALL CONDUCT REGULAR INSPECTIONS OF THE PROJECT SITE - �l r-� .._q COMPLIED WITH:
IN ACCORDANCE WITH RECOMMENDATIONS OUTLINED IN THE SWPPP. EACH INSPECTION , �� ;,; ��,. -�,_.._- 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY
SHALL BE DOCUMENTED IN THE FORM OF WRITTEN REPORTS RETAINED ON-SITE. ALL _ -"GEOTECHNICAL RECOMMENDATIONS FOR PAD AND STREET UNDERCUTS,CANYON-HILLS THE BUILDING DEPARTMENT.
REPORTS SHALL BE MADE AVAILABLE TO THE CITY OF LAKE ELSINORE AND RWOCB �}J t 1 PLANNING AREA 36,LIVING SMART PARKSIDE II, CITY OF LAKE ELSINORE,CALIFORNIA-
REPRESENTATIVES UPON REQUEST. / 1` �! i� "�I DATED FEBRUARY 21,2013,PREPARED BY ALTA CALIFORNIA GEOTECHNICAL INC.(PROJECT 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM
5. THE CONTRACTOR SHALL HAVE EMERGENCY MATERIALS AND EQUIPMENT ON HAND FOR N0.2-0062C). NPDE(NPDSS)WDIDM"T 8T33C308189 E MUNICIPAL
PERMIT ISSUE AND D:
3/19RM 9RTER DISCHARGES.
UNFORESEEN SITUATIONS,SUCH AS DAMAGE TO UNDERGROUND WATER AND SEWER -"UPDATED GEOTECHNICAL REPORT,LIVING SMART PARKSIDE,CANYON HILLS,PLANNING AREA
UTILITIES WHEREBY FLOWS MAY GENERATE EROSION AND SEDIMENT POLLUTION. 36,CITY OF LAKE ELSINORE,CALIFORNIA'DATED FEBRUARY 22,2011,PREPARED BY ALTA 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR
LEGAL DESCRIPTION CALIFORNIA GEOTECHNICAL INC.(PROJECT NO.2-0062). WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE
EARTHWORK QUANTITIES BEING THAT CERTAIN PARCEL OF LAND SHOWN AS PARCEL 2 OF - "AS-GRADED REPORT,PROPOSED PARKSIDE TERRACE DEVELOPEMENT,CANYON HILL SUBJECT TO REMOVAL AT OWNER'S EXPENSE.
PARCEL MAP 34442,AS RECORDED IN DOCUMENT NUMBER 2012-0471637 PLANNING AREA 36,TENTATIVE PARCEL MAP 34442,LOCATED AT THE CORNER OF
EARTHWORK: CUT 9,200 CY ON OCTOBER 3.2012 AT THE OFFICE OF THE RECORDER,IN THE COUNTY HILLSIDE TERRACE DRIVE AND CANYONE HILLS ROAD IN THE CITY OF LAKE ELSINORE,
EARTHWORK: FILL 15,500 CY OF RIVERSIDE,STATE OF CALIFORNIA RIVERSIDE COUNTY,CALIFORNIA'DATED DECEMBER 18,2007,PREPARED BY LCG INLAND
? (PROJECT NO.1071823-30).
NET: IMPORT 61300 CY RESPONSIBLE PARTY FOR PRIVATELY -"PROJECT GRADING REPORT,PLANNING AREAS 18,19,36,LOWER AND UPPER TANK SITE,
NOTE: EARTHWORK QUANTITIES HAVE NOT BEEN ADJUSTED 200 100 0 200 400 600 MAINTAINED FACILITIES TRACT 30493,CANYON HILLS PROJECT,LAKE ELSINORE,CALIFORNIA'DATED OCTOBER 18,
FOR SHRINKAGE,SWELL,OR ANY REMEDIAL GRADING 2006,PREPARED BY PACIFIC SOILS ENGINEERING,INC.(WORK ORDER 400859G).
PARDEE HOMES
GRAPHIC SCALE 1"= 200'
NOTE: HAULING OPERATIONS SHALL COMPLY WITH CITY 10880 WILSHIRE BOULEVARD,SUITE 1900 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT o
ORDINANCE N0.1271 (31 ANGELES,CA 90024 CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, 74
CONTACT: MI 5 THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION z a
CONTACT: MIKE TAYLOR WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE w
V ABOVE THE ADJACENT GROUND SHALL BE GIVEN.LEGEND AND ABBREVIATIONS CANYON o
g OWNER/DEVELOPER 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO HILLS " PlEWPORT ROAD
o CURB & GUTTER................._..........................................................C&G INVERT ELEVATION IE COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ROAD HILLSID
" LOL PARDEE HOMES
EDGE OF PAVEMENT........................................................_............ ............................... ......_.........
c EP LAYOUT LINE..................................................................................... 10880 WILSHIRE BOULEVARD,SUITE 1900
21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE DRIVE
o FINISHED GRADE............................_._..........................................FG CURB FACE..........................................................................................CIF LOS ANGELES.CA 90024 pp
...........BC (310)475-3525 SUBMITTED FILL
A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR 0a' m TOP OF CURB.............................................._._..................................TC BEGIN CURVE..................................................................................... CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. �V � �5
TOP OF DIKE.........................._............................_............................TD END CURVE..............................._......................................................_EC CONTACT: MIKE TAYLOR cP�yON
FLOW LINE......................................................._..................................FL EXISTING........................................_._..................................................EX 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE SCOTT ROAD
3 PORTLAND CEMENT CONCRETE............................................."PCC EXISTING GRADE/GRADIENT.................:..._._..........................0 SOIL ENGINEER FOOT. �O Z RD• AD
'o ASPHALT CONCRETE.....................................................................AC DIRECTION OF FLOW...........................................:..........................y 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE
.......................................AS DAYLIGHT LINE................._._............................................................-B- ALTA CALIFORNIA GEOTECHNICAL,INC. ON
AGGREGATE BASE.......................:............. 9707 WAPLES STREET CLEARED,KEYED,AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. BUNDY PROJECT
I
n PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO SITE
NCENTERLINE........................................................................................CL TOP OF SLOPE................._........................................,...................... SAN D1EG0,CA 92121 PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED
�- (858)952-T850 AD
PROPERTY LINE..........................................................................PL TOE OF SLOPE......................................_._............................- AND BENCHED. CLINTON KEITH
o """ "' ""' CONTACT: DAVE MURPHY
N EDGE OF TRAVELLED WAY..............._.......................................ETW SUBDIVISION BOUNDARY..................._._......................_..............
o se
CHANNEL........................................................._._..................................CH SEWER LINE .............................._.......................................................-s- to
SOILS ENGINEER'S CERTIFICATE. o�°°zEA Oq"+<�
u FG •BACK OF WALL.................._..............................._...............BW WATER LINE..........................._._..............:.........._......................_....- ENGINEER/CONTACT PERSON s
W- THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED "
`o FG 0 FACE OF WALL................:._._.............................................FW RETAINING WALL......._......................_...............:............_._............ THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J.COWAN, AND FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS a N0.2B57 i
FACE OF CURB .............................._................................................FC FIRE HYDRANT.............................._._...............................................004 A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. AND SPECIFICATIONS OUTLINED IN THE SOILS AND GEOLOGICAL "
WAT WATER VALVE RECONNAISSANCE REPORT PRPARED FOR THIS DEVELOPMENT. c
WATER ............................................_.................................................... .........................._......................_._..........................
0 o STORM DRAIN ..................................................................................SO SEWER MANHOLE ..................................................._._.....................® �) C.I+alQ.b: 0$1251 SO1,3 !/����. / 'j'���yy o P
n O�U / �I G4C/O'�/`� ST EOTECHNE''V�`P
O 9 D P E E l
CE N0.46568 a o 0
SEWER.....................................................................................................SEW SEW BARR�AN R DATE� ER CLEAN OUT................................................_...._..,.............® S ZE <o EOFCAUf
$ BOTTOM.................................................................._._.........................BOT R/W............................................................................_.............................---- EXPIRES 6/30/13 e0�`DAM°�°� VICINITY MAP
(S NATUR (GE NO.I (DATE) r cP a
c Y RIGHT OF WAY................................................................._................R/W FENCE............................................................................._......................: - CONTACT PERSON:BARRY J.COWAN 1 .iFl ��
�p CAST IN PLACE,..............................................................................CIP RECLAIMED WATER LINE................................................-_._....•-RW-. (SI3 3-;t,#-3 ER NEM:aw NTS
RECLAIMED WATER......................................................._.................RW STORM.DRAIN UNIT NO. CAUTIONI LOCATION OF EXISTING UTILITIES ON asa.aoiaT
a THESE PLANS ARE APPROXIMATE AND ( NATURE) tCEG NO.) (DATE) * 10ow
a N OUTSIDE DIAMETER..........................................._........................._.OD ........................................_._..... s fit• * w�
B> POINT OF CURB RETURN...........................................................PCR CONSTRUCTION NOTE ITEM NO. ...................................._... 61 SHALL BE VERIFIED BY CONTRACTOR '+r Pry
rL;m PROPOSED..........................................................._...............................PROP PAD EXTENTS ........................:................_............ O PRIOR TO CONSTRUCTION. EOFcnufo WD I D # 8-33C308189 $�
�S meb bit
i REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: CITY OF LAKE ELSINORE SHEET
,9 BENCH MARK: DIG ALERT
CITY OF LAKE ELSINORE COMPLIANCE WITH THE APPROPRIATE ESy J-1651
CONDITIONS OF DEVELOPMENT AND/OR ! LAKEFOEST,CA9263 DRIVE 275 1
DESCRIPTION: TBM SET SCRIBED'X' LAKE FOREST,CA 9263o ROUGH GRADING PLANS OF
CITY AND STATE LAWS,AND A PERMIT , mgm 949.588.0707 UNAUTHORIZED CHANGES
WITHIN A CHISELED CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE F 0 R g
m SQUARE,ELEV 1561.29 �vy_,� CALL CAN BE ISSUED. W BARRY J.COWAN (FAX)949.588.0709
"_�! (�\ „ ENGINEERING COMPANY rlckenelneerine.com RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE
a5m LOCATION: LOCATED ONE FOOT �1pY\�}\, BOUDI� ¢ No. 46568 omcBe SanMlso-Rle de-SanW!,Obl,po-Bakersfield-Sanamento-Ph ei.-Tocson PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED PM 34442, PARCEL 2 ';NEETS
NORTHERLY OF THE BCR .�/ /� * ERp,6-30-13 * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER.
AT THE NORTHWESTERLY f�••�4�a�.•4� yA CIVIL PREPARED UNDER.THE DIRECTION OF: __ LIVINGSMART HOMES PARKSIDE II III F NO.
a
CURB RETURN HILLSIDE 1-800-227-2600 KEN A.SEUMALO RCE.No.56915 DATE - +I �! pp/Qc�/Zp13 SCALE: .SHEET SPECIFIC _
.DRIVE AND CANYON CHECKED f �• ,Q �:"+� _. - TITLE SHEET
a N UNDERGROUND SERVICE ALERT DE51GNE0 BY: DRAWN BY: OF CAVE 4
g N. HILLS ROAD. Call at Isast 2 worKinq days prior to eacavatiny BY: CITY ENGINEER BARRY J.CO AN,RCE C46568 (EXP.6-30-13) DA i E DATE:
NOTE: BUILDING AND STREET UNDERCUTS SHALL
BE PER THE 'GEOTECHNICAL RECOMMENDATIONS
FOR PAD AND STREET UNDERCUTS"BY ALTA
50' CALIFORNIA GEOTECHNICAL INC. DATED
FEBRUARY 21,2013 .
6'
-STREET GRADE
2.5' 4.5' 18, 18, 4.5' 2.5'
GARAGE FACE •l 4 - --- -- y`
4' x M - CONSTRUCTION NOTES & QUANTITY ESTIMATE * I `
VARIABLE SLOPE MINP� B• 2% Ty
2y 27 Q 9K. 2:1 MAX ITEM TOTALS
,. t1 GARAGE GARAGE I GARAGE:
�2 CONSTRUCT CONCRETE J"DITCH PER DETAIL SHEET 2 .................._...................__......................_._.......................................... 220 LF
TYPE'C'CURB PER � � CONSTRUCT CONCRETE-1"DITCH PER DETAIL SHEET 2 ............._......................._................. ._.................. 590 LF
RIVTCOESTDCURB PERDWG 202 STORM DRAIN SUBGRADE RIV CO STD DWG 202 61 PLACE 18-RCP PER PLAN .._..... ___._.... _-- --___ 81 LF -
; (f) SEWER O4 CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE STANDARD DRAWING NO 300................... 6 EA PLAN 3 I PLAN I I PLAN 2
T. (H AND W PER PLAN),WITH MODIFIED DECK DEPTH OF 4.5'TO MATCH PROPOSED SIDEWALK.
CATCH BASIN SHALL BE MARKED'NO DUMPING,DRAINS TO LAKE-USING THE DAS
................._......................._._...................._._......................_,_......................_._................ .......,, MANUFACTURING INC,3'x 5.25"DURACAST STYLE STORM DRAIN MARKER
STREET UNDERCUT PER SOILS REPORT 83 CONSTRUCT JUNCTION STRUCTURE NO 4 PER RCFC&WCD STANDARD DRAWING NO JS229............... 6 EA I PROPOSED FENCE
(1'BELOW DEEPEST UTILITY TYPICAL) IEA x PER PLAN B X (TYPICAL) x
8� ADJUST EXISTING STORM DRAIN MANHOLE TO GRADE ....................................................._........................._._........ J
TYPICAL SUPERELEVATED DRIVEWAY SECTION — ———
WOODRUFF,TELMA,& PORTIONS OF CARISSA & OAKVILLE DRIVE TACKIFIER -. - _. _-- ..............................._............................ ........................................ -_ _. -.352,500 SF
NO SCALE EROSIONCONTROL BLANKET/BONDED FIBER MATRIX(BFM)/IRRIGATED HYDROSEED WITH ...:. '... 3,200 SF L -
NOTE:STREETS WILL BE PRIVATELY MAINTAINED. - Nil .,.�,
BINDER AND MULCH ��
SILT FENCE.... A
.__._. ....._.. .._,..... ................. .... -_...._.__.......... -:. 2.400 LF ?LAN 3R t PLAN 2
SAND/GRAVEL BAGS ___....................................... ...: :............. .... ........_............... 1,600 EA
STABILIZED CONSTRUCTION ENTRANCE/EXIT ...... ....................._ _ ....................... 2 EA
. - OARAO.E GAR 0E, GARAGG
36
s'1 4.5' 18' ta' 4s' zs' ENGINEER'S NOTIC ...........---_-_----
I. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY _ B PROPOSED BACK OF SIDEWALK
GARAGE FACE—) FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION,INCLUDING STREET GRADE
4' + • 4' - SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY
VARIABLE SLOPE MIN 9 Q� CEO ` MIN a• NUOUSLY AND NOT DEFEND,NDEMNIFYBANDMHOLD THE OWNER ANDITED TO NORMAL ENGINEERHARMLESSING HOURS. THE OR
SHALL ANY
2_% B-` 2% AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF - TYPICAL LOT GRADING
21 MAX WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR ENGINEER.
TYPE'C'CURB PER 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC - -
RIV CO STD DWG 202 SUBGRADE STORM DRAIN 's TYPE'C'CURB PER RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE
SEWER € RIV CO STD DWG 202 OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS
� HEREON,AGREES TO ASSUMELIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY
1 1'e i DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR
'••• -•-••••• ••••••••••••••••••••.....................
•••••••••••• .........
••••• •••......
••• .................-•••. STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORD,OR THOSE r-
CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE
STREET UNDERCUT PER SOILS REPORT CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
O'BELOW DEEPEST UTILITY TYPICAL) THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL a
TYPICAL CROWNED DRIVEWAY SECTION UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. a -
4' 4' 4' 4'
SHASTA,RENTON,MALONE,AND PORTIONS OF CARISSA & OAKVILLE DRIVE 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR LIABLE SWALE
NO SCALE FOR UNAUTHORIZED CHANGES TO OR USES FOR THESE PLANS. ALL CHANGES TO FL
OTE:STREETS WILL BE PRIVATELY MAINTAINED. THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED THE PREPARER OF 2'I FF
THESE PLANS. FF
- - - MA
XFB
PLAN
4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. - &"+; —
CONTRACTORS SHALL BE RESPONSIBLE,FOR VERIFYING ALL QUANTITIES PRIOR TO FF PE PER PLAN
BIDDING FOR CONSTRUCTION.
_PE PER PLAN .................BUILDING UNDERCUT2:1 MAX
6'BOTH SIDES .BUILDING UNDERCUT - FOGTING .
8 SECTION A-A PRECISE GRADING(TYPICAL)
SHOWN FOR REFERENCE ONLY.
6'BOTH SIDES
a FINISH GRADE
24�.x 6"BOTH SIDES (2:1 MAX)
BACK
OF
w-� "• �' 6"BOTH SIDES GARAGE
3'470-C-2000 CONCRETE '~>.:.,.. CL
OR 3'2500 P.S.I. ,y i6' T 20.92' a zz a
AIR PLACED CONCRETE FLOW LINE 3'470-C-2000 CONCRETE 'i;,-' - a LL a
REINFORCED WITH PER PLAN OR 3"2500 P.S.I.AIR PER PLAN
a - WITH 1-1/2'k1-1/2'17 GAGE - AIR PLACED CONCRETE FLOW LINE -
STUCCO NETTING REINFORCED WITH PER PLAN -
WITH 1-1/2'Sc1-1/2"17 GAGE _ FF
a - STUCCO NETTING - CROWNED a GARAGE FF [,JPE PER PLAN
u
STREET rL - PE PER PLAN
5 m b b =SYMBOL OF DITCH PER PLAN b b b =SYMBOL OF DITCH PER PLAN
"L CONCRETE "J" DITCH DETAIL CONCRETE "U" DITCH-DETAIL BUILDING uNDERcuT
o$ NO SCALE 2 NO SCALE STREET UNDERCUT -
3 SECTION B-Bco
s�
a m CAUTION! LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. �i9b 6v v/Yi/.3
o i REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: CITY OF LAKE E L S I N O R E SHEET `
BENCH MARK: J-1651
DI ALERT COMPLIANCE WITH THE APPROPRIATE QpOFE590,� 250UTH POINfE DRIVE-SUITE 275
CITY OF LAKE ELSINORE !
CONDITIONS OF DEVELOPMENT AND/OR LAKE FOREST,CA92630 ROUGH GRADING PLANS F
$ DESCRIPTION: TBM SET SCRIBED 'X' F0 F OF
o CITY AND STATE LAWS,AND A PERMIT � y 9a9s88.0707 UNAUTHORIZED CHANGES
WITHIN A CHISELED e c FAX 9a9.5a8.0709 F O R g 19
SQUARE,ELEV 1561.29 CALL - CAN BE ISSUED. ,., BARRY J.COWAN �, ( I CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE
o� - m ENGINEERING COMPANY ri,keng,neering.com RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PM 34442 PARCEL 2
LOCATION: LOCATED ONE FOOT BEFORRE - Ip, 46568 grange San Diego-Riverside-Sen Luis Obispo-gakersfekl-Sacramento-Phoenix-Tucson PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED : SHEETS
S NORTHERLY OF THE BCR * Exl 6-30-13
AT THE NORTHWESTERLY _ �.�„ ,,� - /i PREPARED UNDER THE DIRECTION OF: BY THEPREPARER OF THESE PLANS AND THE CITY ENGINEER. LIVIN G S M A R T HOMES P A R K SI D E II FILE No.
Jj. c1wL DETAILS I
CURB RETURN HILLSIDE 1-800-227-2600 KEN A.SEUMALO RCE.No.56915 DATE ✓l�r pt< (3Q,i,a,1 q �s'wara. 03/2512013 SCALE: SPECIFIC _
DRIVE AND CANYON UNDERGROUND SERVICE ALERT CHECKED OF
o HILLS ROAD. Call at least 2 working days prior to.excavating. DESIGNED BY: DRAWN BY: BY: CITY ENGINEER BAR COWAN,RCE xC46568 (EXP.6-30-13) DATE DATE:
Erosion Control Notes
1. All erosion control plans shall be in accordance with City of Lake Elsinore storm water(non-storm water)are prohibited except as authorized by an individual o
GRAVEL FILLED
Ordinance Nos, 529, 772, 1237, 1004, construction site Best Management NPDES permit under the statewide General Permit-Construction Activity.
Practices(BMP's),and standards outlined within the Lake Elsinore Design Manual 4. Potentiall pollutants include but are not limited to:solid or liquid chemical spills; 5 HIGH UNLESS
2. The developer/contractor is responsible for any discharges by subcontractors. OTHERWISE NOT 5 BAGS
3. In case el emergency,call Thu Mfor an o wastes from paints,stains,sealants,solvents,detergents,glues,lime,pesticides,
g y, (responsible person) herbicides, fertilizers, wood preservatives, and asbestos fibers, paint Flakes or
at (951)801-8724 (24-hour phone number). stucco fragments; fuels,oils lubricants, and hydraulic, radiator or battery fluids; _ 4 BAGS
4. Devices to reduce erosion damage shall not be placed moved or modified without HIGH
the approval of the Director of Public Works or,In an emergency,by the person concrete and related cutting or curing residues; greable wastes; wastes from
responsible for grading operations. engine/equipment.steam cleaning or chemical degreasing; wastes from street
5. Areas that are cleared and graded shall be limited to only the portion of the site cleaning;and super-chlorinated potable water from line flushing and testing.During
g y p construction,disposal of such materials should occur in a specified and controlled SECTION F-F
p P CURB CURB WEIR WEIR
that is necessary for construction. The construction site shall be managed to temporary area on-site physically separated from potential storm water runoff,with LINE LINE No SCALE
minimize the exposure time of disturbed soil areas through phasing and scheduling ultimate disposal in accordance with local,state and federal requirements. CEO
of grading and the use of temporary and permanent soil stabilization. 5. Runoff from equipment and vehicle washing shall be contained at construction site E
6. Once disturbed,graded slopes exceeding a 3:1 ratio and/or ten(10)feet in height GRAVEL of
and must not be discharged to receiving waters or the local storm drain system. 10'WEIR FILLED FLOW -+
(temporary or permanent)shall be stabilized if they will not be worked within 7 6. Appropriate BMPs for construction-related materials, wastes, spills or residues 2 BAGS BAGS
days. During the storm season,all slopes shall be stabilized 24 hours prior to a HIGH
shall be implemented to eliminate or reduce transport from the site to streets, (3 BAGS HIGH)
predicted storm event.Construction sites shall be revegetated as early as feasible drainage facilities,or adjoining properties by wind or runoff.
after soil disturbance and within 7-days of completion. 7. Material storage and staging areas shall be established. Fuel tank,portable toilets;
7. Fill slopes at the tract perimeter must drain away from the top of the slope at the liquids,gels and powders shall have secondary containment and be stored away
conclusion of each working day. GRAVEL STREET SUMP INLETS
from all private/public storm water conveyance systems,sidewalks,rights-of-ways GRAVEL ?�H
8. The contractor shall be responsible and have signs posted on the site to warn FILLE FILLED NO SCALE
and flow-lines. BAGS BAGS
against public trespass into areas where water is impounded. 8. All portable mixers shall have plastic liners underneath with gravel bags places on
9. Dust shall be controlled by watering or other methods approved by the City the down-hill side of the liners to contain discharges.
Engineer. 9. Controlled street washing will only be allowed prior to the application of asphalt SECTION E-E E FLOW
10. Placement of devices to reduce erosion damage within the development shall be seal coats and only when all pertinent drainage inlets are protected. NO SCALE E 0
shown on the approved plan. Q
10. All construction contactors and subcontractor personnel are to be made aware of � to
11. Desilting facilities at all drainage inlets for the graded site shall be designed fora the required BMPs and good housekeeping measures for the project site and any GRAVEL
twenty-five(25)year,six(6)hour storm intensity.They must be detailed on the associated construction staging areas. FgIILLALCCEDplans.Design and specific recommendations shall be submitted for the following: 11. Discharging contaminated groundwater produced by dewatering groundwater that (2 BAGSSHIGH) zcaa) Desilting basin volume based on gradient and nature of soils. has Infiltrated into the construction site is prohibited. Discharging non- 10'WEIRb) The extent of all graded areas and identification of any temporary soil contaminated groundwater produced by dewatering activities may require a /
w x
(TYP.Y x
stabilization measures. National Pollutant Discharge Elimination System (NPDES) permit from the GRAVEL FILLED a rT ^
c) Size of desilting basin outlet pipe and overflow. Regional Water Quality Control Board. BURLAP BAGS �A
d Dike requirements. Show minimum wall width, sloe of walls, Y P p 3 HIGH UNLESS
q p percent 12. Storm water runoff shall not be directed over an slo es without ermanent down r 45'
compaction,etc. drains installed. Erosion and sediment controls including maintenance are OTHERWISE NOTED z
e) Outlet conditions from the desilting basin shall not exceed downstream required on all exposed slopes until sufficient permanent landscaping has been
limitations,with the exception of overflow,which is to be designed to provide established. 100%slope protection must be in place prior to the issuance of the 5,
capacity of 1.5 times the maximum design flow. final certificate of occupancy. (TYP)
12. Necessary materials shall be available on-site and at convenient locations to 13. Vegetation clearing and brushing activities shall not be initiated during the wet NOTE:TOP ELEVATIONS OF GRAVELBAGS 2 BAGS HIGH STREET GRADE INLETS
facilitate rapid construction of temporary devices or to repair any damaged erosion season on any sites which are not adequately protected with desilting basins or SHALL BE EQUAL TO ADJACENT
control measures when a 50%chance or greater of rain within a 48 hour period is other temporary drainage or control measures. TOP OFCURB ELEVATION NO SCALE
forecast for Lake Elsinore by the National Oceanic and Atmospheric Agency 14. Stockpiles of soil shall be properly secured with BMP's to eliminate or reduce
(NOAA). sediment transport from the site to streets,drainage facilities or adjacent properties SECTION D-D VELOCITY CHECK DAMS IN STREETS
13. BMP's shall be maintained and inspected daily. All removable protective erosion via runoff,vehicle tracking,or wind. Stockpiles inactive for a period of 14 days or NO SCALE NO SCALE
control devices shown shall be in place at the end of each working day when the more shall be covered;active stockpiles shall be covered prior to a forecasted rain. TABLE A
five(5)day rain probability forecast exceeds fifty percent(50%). 15.Special attention shall be given to preparation and installation of the Rain Event
GRAVEL BAG ROW SPACING TABLE
14. After a rainstorm,all project generated silt and debris shall be removed from check Action Plan(REAP)as required based on site Risk Level or as mandated by the STREET GRADE INTERVAL �
berms,onsite public drains and pipes,drains and pipes of adjacent properties and Santa Ana Regional Board NPDES Permit,General Permit-Construction Activities.
desilting basins and the basins pumped dry.Any graded slope BMP's damaged 16.At the end of each day of construction activity, all construction debris and waste Less Than 2% 200' 75'
during a rainstorm shall also be immediately repaired.Failure to provide effective materials shall be collected and properly disposed of in trash or recycle bins. 50' 2% to 47 75' 40'
maintenance may result in penalties. 17.This site has obtained a National Pollution Prevention Elimination System MIN. 4% to 6% 40' 1 5
15. Discharging of contaminated soils via surface erosion is prohibited. 6% to 8% 25' 1
16. Construction access points shall be stabilized with a combination of rock and (NPDES)discharges.permit to regulate municipal and industrial storm water C 4'Ml 87 to 107 25' 10,
p
shaker plates year-round to prevent track-out. Routine street sweeping shall be NPDES WDID# 8-33C308189 DATE WDID ISSUED: 11/13/1997 t B B 1% MIN
performed on all paved streets where tracking is observed. Vacuum sweepers 18.The undersigned civil engineer;a qualified QSP and/or QSD will review placement Q
shall be used when street sweeping becomes ineffective. of��1100ssWW I nd insure that work is in accordance with the approved plans. A DIVERSION RIDGE
� t s'-� ZSI- / WHERE GRADE TAMP DIRT OVER
(Signature�C o.)(Exp)(Date) EXCEEDS 27
'A MAT/BLANKET�
NPDES/Storm Water Pollution Notes COARSE AGGREGATE EGATE A SECTION C-C y y y y y L\y y y y y y
1. The developer and his contractor are responsible for implementation and FILTER CORRUGATED NO SCALE y y y y
maintenance of the SWPPP-approved, pre-qualified BMP's from the California FABRIC STEEL PANELS y y, 4, y y y L y y J
Storm water Quality Association(CASQA)handbook/website for construction to 4, y y y
retain sediments from areas disturbed onsite to the maximum extent practicable. NOTE:FUNCTION OF ENTRANCE TO BE CONTINUOUSLY EVALUTATED
The erosion control measures include those shown on this plan and applicable DURING OPERATIONS. WIDTH AND LENGTH OF ENTRANCE TO BE
SWPPP as well as any additional erosion control measures(e.g., hydroseeding, INCREASED AS NECESSARY TO ACCOMODATE ANTICIPATED TRAFFIC.
mulching of straw, gravel-bagging, diversion ditches, retention basins, etc. pQ
dictated b field conditions to prevent erosion and/or the introduction of dirt,mud or PER TC-1 Type 2 com) /
Y p (www.oabmphantibooks.com)CASQA • � / 4 ay MATS/BLANKETS SHOULD
debris into existing public streets and/or onto adjacent properties during ANY / /• / vQ �P BE INSTALLED VERTICALLY
/g phase of construction operations. W DOWNSLOPE AS SHOWN
� �' v
2. Storm Water Pollution Prevention Plan(SPPP)shall be kept on-site and made STABILIZED CONSTRUCTION ENTRANCE/EXIT j / / o� 4
, available upon request of a representative of the Regional Water Quality Control NO SCALE
R Board(RWQCB)-Santa Ana Region and/or the City of Lake Elsinore.
3. Construction sites shall be maintained in such a condition that an anticipated storm ¢``y` 1. • Qy�Q
does not carry wastes or pollutants off the site.Discharges of material other than
Q'2v
p Vv
o SILT FABRIC
o CORRUGATED 2'TO 5' p01 5` ' • --� 2 INCH TO 3 INCH MIN.
oo STEEL PANELS TOE OF SLOPE .? -
• 12"THICK - 3"TO 6"COARSE AGGREGATE STAKE D • / ,il SLOPE MATS
j G
D / / (TYPICAL -ALL MATS)
11 NATIVE FILTER FABRIC NATIVE FILTER FABRIC (31RADIUS 0. ' TAPLE OR SPIKE /
15 SPACING ACROSS SLOPE. . �/�' / /
(TYPICAL -ALL MATS)
12"THICK - 31TO 6"COARSE AGGREGATE / NOTE:
Jq
0 0 7616-TIRENCH WITH '9 • 1 1. SLOPE SURFACE SHALL BE FREE OF ROCK,CLODS.STICKS
SECTION A-A SECTION B-B TAMPED BACKFILL �1G / AND GRASS. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT.
NO SCALE NO SCALE J`
2.LAY BLANKET LOOSELY AND STAKE OR STAPLE TO MAINTAIN
R - DIRECT CONTACT WITH THE SOIL. DO NOT STRETCH.
TYPICAL SECTION SILT FENCE
GRAVEL BAGS AROUND AREA DRAINS TYPICAL SLOPE SOIL STABILIZATION
W�
o r CAUTIONI LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATESCALE NOT TO SCALE S
NO SCALE
5�o AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. N h
�J(Jb pJ kiY/I3
�'o w REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: CITY OF LAKE E L S I N O R E SHEET
BENCH MARK: DIG ALERT J-1651
'o COMPLIANCE WITH THE APPROPRIATE pRpFES51 250UTHPOINTEDRNE-SUITE275 3
CITY OF LAKE ELSINORE CONDITIONS OF DEVELOPMENT AND/OR LAKE FOREST,CA 92630 ROUGH GRADING PLANS OF
g DESCRIPTION: TBM SET SCRIBED 'X' - CITY AND STATE LAWS,AND A PERMIT �" ` 949.588.0707 UNAUTHORIZED CHANGES,
WITHIN A CHISELED " CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NQT BE FOR B
m & CALL CAN BE ISSUED. BARRY J.COWAN (FAX)949.Saa.0709
SQUARE, 1561.29 - n• ENGINEERING COMPANY riakengineering.com
a m LOCATION: LOCATED ONE FOOT t BEFORE
DirE 'O RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE
N,, 4656a orange SanDiego Rivenlde-SanlubOblapo-Bekengeld-Sacramento-Phcenk-Tuaon PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED PM 34442, PARCEL 2 SHEETS
NORTHERLY OF THE BCR ./ D * Egp,6-30-13 + BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER.
AT THE NORTHWESTERLY .�i.Q.l�....- p��= y(j PREPARED UNDER THE DIRECTION OF: LIVINGSMART HOMES PARKSIDE II rll r No.
CURB RETURN HILLSIDE 1400-227-2600 KEN A.SEUMALO RCE.No.56915 DATE `?,fit CIVIL ! SCALE: SPECIFIC
DRIVE AND CANYON UNDERGROUND SERVICE ALERT CHECKED f OF CAvv 4 C3�26IZof3 EROSION CONTROL DETAILS
o i HILLS ROAD. Call at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: gy; CITY ENGINEER BARRY J.CO AN,RCE •C46568 (EXP.6-30-13) DATE DATE:
TOP OF TOP OF PL DAYLIGHT
PL LINE
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SECTION J-J SECTION K-K SECTION L-L
N.T.S. N.T.S. N.T.S. N.T.S.
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a BLOCK FACE BLDG FF BLDG FF BLOCK l CONSTRUCTION NOTE S
PER PLAN WALL SDK PLAN WALL SDK WALL FACE } BLDG FF SEE SHEET 5 FINISHED SURFACE GRADING.CONTRACTOR SHALL
o PER PLAN RI f PER PLAN SUBTRACT OUT APPROPRIATE STRUCTURAL SECTIONS PER
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2 CONSTRUCT CONCRETE J"DITCH PER DETAIL SHEET 2
$r $7 4" g S.7 4" 5;1 O THE APPROVED SOILS REPORT TO ACHIEVE SUBGRADE. S
'y4 AX ' 'N4.r :° MA O3 CONSTRUCT CONCRETE'U"DITCH PER DETAIL SHEET 2 x1
i e SWALE FL SWALE FL } -SWALE FL SWALE FL SWALE FL SWALE FL SWALE FL SWALE FL 2�
co SECTION O-O SECTION P-P 30 15 0 3o so 90 CAUTIONI LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE
�m
N.T.S. AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.
e 7�qp py yiyiO N.T.S. GRAPHIC SCALE 1'= 30'
m REVISIONS _ APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: CITY O F LAKE E L S 1 N O R E SHEET `
is BENCH MARK DIG ALERT COMPLIANCE WITH THE APPROPRIATE ESS! d-t6st
CITY OF LAKE ELSINORE Pik � SOUTH � 4
$ 'DESCRIPTION: TBM SET SCRIBED 'X' CONDITIONS OF DEVELOPMENT AND/OR LA_,_REST,CA92630 ROUGH GRADING PLANS OF
CITY AND STATE LAWS,AND A PERMIT 949.588.0707 UNAUTHORIZED CHANGES
'^ "' WITHIN A CHISELED '^ FAX 949.588.0709 FOR g
;p & SQUARE,ELEV 1561.29 CALL '- CAN BE ISSUED. BARRY J.COWAN ENGINEERING COMPANY ( ) rckengineering.com CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE
BEFORE m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE
d5M LOCATION: LOCATED ONE FOOT you D:GI No. 46568 Grange Sm Diego.Rl,e de-Sa LuI,Obl,po-Baker:field-Sacramento-Phoenh,-Tucson PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED PM 54442, PARCEL 2. SHEETS
NORTHERLY OF THE BCR Exp.6-30-13 * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER.
AT THE NORTHWESTERLY ��.�� p y/ PREPARED UNDER THE DIRECTION OF: LIVINGSMART HOMES PARKSIDE II FILE NO.
CURB RETURN HILLSIDE 1-800-227-2600 KEN A.SEUMALO RCE.No.56915 DATE J?,�r CIVIL ! SCALE: SHEET SPECIFIC
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8m BENCH MARK: REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEALS CITY OF LAKE ELSINORE SHEET iiXX`
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CAUTIONI LOCATION OF EXISTING UTILITIES ON
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m'°i REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: I CITY O F LAKE E L S I N O R E SHEET `
BENCH MARK: DIG ALERT COMPLIANCE WITH THE APPROPRIATE ESSI d-16s10
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CURB RETURN HILLSIDE 1-800-227-2600 KEN A.SEUMALO RCE.No.56915 DATE J}'tf CIVIL �� Q 03/Z5/ZV15 SCALE: SHEET SPECIFIC
w, DRIVE AND CANYON UNDERGROUND SERVICE ALERT CHECKED OF C�aE EROSION CONTROL / a
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- 3 30 60 90
0 15 0
STABILIZED CONSTRUCTION ENTRANCE/EXIT
wm
CAUTIONI LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE SEE-DETAIL SHEET 3 FOR ALL ? GRAPHIC SCALE P`- 30' �
a m AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. EROSION CONTROL DETAILS 006 OV ilf/1
3 y�
o REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: - CITY O F LAKE E L S I N O R E SHEET �31
BENCH MARK: J-1651
CITY OF LAKE ELSINORE DIG ALERT COMPLIANCE WITH THE APPROPRIATE QppfESSIONq! 250Un-I VOIN7E DRNE-SUITE 275 -
`m CONDITIONS OF DEVELOPMENT AND/OR IAICE FOREST,CA
9263o ROUGH GRADING PLANS 8
DESCRIPTION: TBM SET SCRIBED 'X' CITY AND STATE LAWS,AND A PERMIT 949.5aa.0707 UNAUTHORIZED CHANGES:
WITHIN A CHISELED o - FAX 9a9.588.m09 F O R B s
s SOUARE,ELEV 1561.29 CALL CAN BE ISSUED. �, BARRY J.COWAN ( I CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE
�q,��, ENGWEERING COMPANY riakengmeering.com RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PM 34442 PARCEL 2
a5� LOCATION: LOCATED ONE FOOT q��r{}\ Byo��{off,' - No. 46568 A Orange San Dieeo-Riversirk.San Wb ObiWo-Bakersfield-Sauamenio-Ph—ix.Tucson PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED r SHEETS I
NORTHERLY OF THE BCR 6-30-13 * PREPARED UNDER THE DIRECTION OF: LIVINGSMART HOMES PARKSIDE II
AT THE NORTHWESTERLY G' Exo. BY THE OF THESE PLANS AND THE ENGINEER. FILE NO.
CURB RETURN HILLSIDE 1-800-227-2600 - i s.i J} CIVIL - -
- KEN A.SEUMALO RCE.No.56915 DATE 4lF �' q �y.�aka., - 03�2$/Zo(,3 SCALE: SHEET SPECIFIC EROSION CONTROL
DRIVE AND CANYON UNDERGROUND SERVICE ALERT CHECKED OF CAVY l
o ry HILLS ROAD. Call at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: By; CITY ENGINEER BARRY .COWAN,RCE*C46568 (EXP.6-30-13) DATE DATE: