HomeMy WebLinkAboutMass Grading Lake Elsinore Market Place BASIS OF BEARING CITY OF LAKE ELSINORE
IS THE CENTERLINE OF DEXTER AVE PER RS 90/44-54, RECORDS RIV CO 9. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
ONE FOOT.
SHOWN AS NORTH 46'39'50" WEST. CLEARING & GRUBBING A N D 20.. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST
BE CLEARED,KEYED,AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.
CITY GRADING PERMIT T N0. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT
21 FILL MATERIAL, SLOPES GREATER THAN 5:1 ARE REQUIRED BE KEYED AND BENCHED,
MASS GRADING PLANS
SHEET INDEX 21. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION
IN THE FOLLOWING
STAGES:
I TITLE SHEET LAKE ELSINORE MARKETPLACE GRADING NOTES A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKF[LL
2 DETAILS OF ALLUVIAL.COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES.
3 CLEARING AND GRUBBING KEY MAP \ PARCEL M A P 32369 B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,
.' 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE BENCHING AND FILLING OPERATIONS.
MASS GRADING ; ORDINANCES NO.801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE U,B.C.,CHAPTER 70. C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER
�' CC
MATERIAL.
( 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING
J - (G�Cr N LAKE ELSINORE,PRIOR TO ANY OPERATION, CONSTRUCTION.
\ 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY 22.EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT
(� O W COMPANIES AND U.S.A.ALERT f1 800-422-4133)48 HOURS PRIOR TO GRADING. 12"ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL
G)� rz \ 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST HEIGHTS,IN ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,
24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. SHRUBS, COMBINATIONS THEREOF. SHRUBS SHALL BE PLANTED AT 10'ON CENTERS;
- -� TREES,20'ON CENTER;COMBINATIONS,15'ON CENTERS. SLOPES OVER 3'IN VERTICAL
0
1 �\ •' "! ,; ..,..::: '!" --_ ENDDUST SHALL BE �OP,TROLI ED BY WATERING OR OTHER METHODS APPROVED BY THE CITY HEIGHT
TSHALL HAVETER PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICT_.,
/
/ •sz'nl .;L'�•-[t�`.r'-+`r-v. ''= 0.
6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS 23• APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
200 100 0 Z00 400 600
_ OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN, BE USED TO PROTECT ADJOINING PROPERTIES DURING 'HE GRADING PROJECT,
,. - '• 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, 24. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED
GRAPHIC SCALE 1':= 200' UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK.
90% RELATIVE COMPACTION OUT TO THE FINISHED SURFACE.
c - s� l` 25. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY
_ �� �r 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY THE ORDERS.
MODIFIED THREE LAYER A.S.T.M.D-1557-70 TEST METHOD.
26.THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE
y 9, FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED, PERMITTEE.
S AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR
TO THE PLACING OF FILL. 27. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.
\� 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL 28. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO
PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. COMPLETION OF GRADING OPERATION.
\ 11,PROVIDE 5'WIDE BY THIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL 29. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED
SLOPES OVER\ 5'HIGH, FOR ALL SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER� COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO.882
\
12. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE PRIOR TO THE APPROVAL OF FINAL INSPECTION.
TOP OF CUT SLOPES.
30.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF
'•� �J, - .r. ,� 13, NO OBSTRUCTION OF FLOOD PLAIN OR NATURAL WATER COURSES SHALL BE WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES
K�`,9 �� ,� - 1 �,, • �� PERMITTED. RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH
14. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE ACILI"ITS ARE SHOWN ON THESE PLANS.
A. GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS 31. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED
\\ 2G X/� {� (SUBOIVIS IONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. PAD,PRIOR TO ROUGH GRADE APPROVAL.
i 15. GRADING CERTIFICATION 8Y THE DEVELOPER'S CIVIL ENGINEER AND A FINAL 32. APPROXIMATE GATE OF. BEGINNING OPERATION: SEPTEMBER 23.200A
\ \, COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND
_ 57 ENGINEERING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS.
16. THE SOILS ENGINEERING INVESTIGATION DATED 12/9/2003 PREPARED BY EEI AND COMPLETION: NOVEMBER 14,2004
� THE ENGINEERING GEOLOGIC INVESTIGATION DATED 12/12/2003 PREPARED
BY EEI,SHALL BE CONSIDERED A PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED
WITH.
It
A CORNERS DELINEATED IN THE FIELD PRIOR TO 3 N K HER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN
17. ALL PROPERTY NERS SHALL BE CLEARLY Q 3 0 ROC OR OTHER
COMMENCEMENT OF ANY CONSTRUCTION/GRADING, 3"WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS
THE LOCATION.MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE
V
\ � � 18.STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY SOILS ENGINEER.
\ A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL
�' / SLOPES OVER 30'IN VERTICAL HEIGHT. 34. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND
OBTAIN INSPECTION BEFORE APPROVAL.
A. IF FILL MATERIAL IS PROVIDED BE FROM WITHIN THE CITY LIMITS,BORROW
APPROVED 35. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE
ROUGH GRADE PLAN SHALL BE REQUIRED FROM THAT SITE. BDRROw SITE WILL
/ V BE REQUIRED TO HAVE APPROVED PLANS,PERMITS,AND SECURITIES. APPROVED BY THE BUILDING DEPARTMENT.
LEGEND AND ABBREVIATIONS
CURB K GUTTER_ ..... _.............Cac wvERT ELEvgnoN . .._.. _.._...._ _ .. ............ IE x¢y;' EARTHWORK QUANTITIES
fel
CUT; 3,000 CY
r
EDGE OF PAVEMENT_ ............. ..__ .................... ..........._EP EDGE OF SHOULDER........._... ... ...._,___. ES FILL: 312,000 CY ICJ o
r; L7
FINISHED GRADE.... _..... FG BEGIN CURB RETURN...,_-, BCR p►CHOL$ gp. W ,`01v
TOP OF CURB .. ..._.,TO END CURB RETURN _ _ ._„ECR tl G�y�P F,•
TOP OF DIKE_ ._..................................... ._.., TO BEGIN VERTICAL CURVE_ .. _._. ..... BVC �' x
'LO
ASPH'ALT N CONCRETE...............=.. . .. ....._.................AC CURB FACE
AL CURVE .-, _ µ T T OF THIS
\ //,.,'� ENGINEER/CONTACT/C ON PREPARED DER PERSON
THE DIRECTION OF BARRY J. COWAN, Fy N
AGGREGATE BASE... __........... .. ................_...-__ AB BEGIN CURVE _ ...._ ........................ ._ ..... ....._ BC OWNER/DEVELOPER REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. b
CENTERLINE -.._. .. .......w .. CL END CURVE EC SOLANA BEACH.CA 9SUIT CHINO.CAC THE M 9AN OCOMPANIES BARRY
6COWWAN0746568
CAM
ERN
CONTACT: DON HOWELLS CONTACT: MARK BERCMgN CONTACT PERSON: BARRY J. COWAN
•. PROPERTY LINE..............._.__ ._ PL - 26585 ANTA NHDELENA RSUITEL 125 13745 SEMINOLE DRIVE DATE 9 � -
_.-._... EXISTING GRApE/GRApIFNT .,, ()
EDGE OF TRAVELLED WAY .. ................,ETW DIRECTION OF FLOW _ .,..y c
CHANNEL ...... _ ..... ___. _ CH DAYLIGHT LINE PHONE. (858) 4681 PHONE: (9p 9)627-3651 7�m
- --(I- FAX: (858)8)259-46 FAX: : (919)627-36
TOP OF WALL -._ ._.. TW TOP OF SLOPE 627-5425 LEGAL DESCRIPTION
TOP OF FOOTING... ..__...... ._.__..._, IF - - SOIL ENGINEER ALL OF CALIFS 9 ACT 3472-R,AS SHOWN BY MAP ON FILE IN BOOK 57, PROJECT SITE ��9�'°• ,-
-. TOE OF SLOPE _ PACE'S 9 AND 10 OF MAPS,RECORDS OF RIVERSIDE COUNTY. /i F
FACE OF CURB _ ..._..._ F C SUBDIVISION BOUNDARY _ �. 5835 AVENIDA ENCINAS,SUITE 118
g�
- CA 92008 EXCEPTING THEREFROM THAT PORTION DEEDED TO THE STATE OF
` EXISTING DATA . .. ._ .. I-1 CARLSBAD, CALIFORNIA 6Y DOCUMFNT RECORDED DECEMBER 9,1977 AS g'�• V CONTACT: RICHARD G.LAPRAIRIE INSTRUMENT NO.245217 OFFICIAL RECORDS OF RIVERSIDE COUNTY,
VICINITY
/
C m FUTURE DATA .. .. _...... _ ...__. L-1 PHONE: 17601 431-3747 CALIFORMq; V I C I N I TY I!/I Q p
CAUTIONI LOCATION OF EXISTING UTILITIES ON FAX, (760)431 3748 Fy
EXISTING CONTOUR...._ ALSO EXCEPTING THEREFROM THAT PORTION DEEDED TO THE i A. / q THESE PLANS ARE APPROXIMATE AND ----4398--- RIVERSIDE COUNTY TRANSPORTATION COMMISSION BY FINAL ORDER OF OF
SHALL BE VERIFIED BY CONTRACTOR PROPOSED CONTOUR. CONDEMNATION RECORDED AUGUST 22,2001 AS INSTRUMENT NO.
• r PRIOR TO CONSTRUCTION.
------ -1398- 2001-405567 OFFICIAL RECORDS OF RIVERSIDE COUNTY,CALIFORNIA.
c _ -
BENCH MARK: REVISIONS APPROVED DATE
<n DIG ALERT T LANS HAVE BEEN REVIEWED FOR SEAL
o CITY OF LAKE ELSINORE BM 8-95-56 FIRST SUBMITTAL 7/8/04 COMPLIANCE WITH THE APPROPRIATE p90FESSlOp4r 1.:<oz UNAUTHORIZED CHANGES, CITY OF LAKE EL SINORE SHEET
SECOND SUBMITTAL �c0 RICK ENGINEERING COMPANY CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT tlE 1 c
DESCRIPTION: CHISELED SQUARE 8/11/O4 CONDITIONS OF DEVELOPMENT AND/OR Fy RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESL CLEARING & GRUBBING A N D
ON TOP OF f.URB,ELEV G 1274.91 FINAL SUBMITTAL MYLARS 9/16/04 CITY AND STATE LAWS,AND HAVE BEEN
BARRY J. COWAN ?, TM PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED E
- -'-� LOCATION: FROM THE APPROXIMATE GAIT' FOUND ACCEPTABLE. ,,, sm m� w�(d, oGmga Phavoix r„�ma TF
v 4_ INTERSECTION OF COLLIER AVENUE BEFORE No. C46568 p G�>aha Wml Gus -0,mge,G 93eee (]f4)e39au�FA%pF41sa'+IMt•xww.tickaug.® BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. MASS GRADING PLANS
LO AND CENTRAL AVENUE 66 FEET YOU DIG!SOU e.p.6-30-07 SCALE: F O R 5 m
AND NORTHWESTSTERLY ALONG CENTRAL T I UND SERVI A� F ` r AS NOTED L A K E ELSINORE MARKET PLACE
SHEETS -
o) os si CIVIL p PREPARED UNDER THE DIRECTION OF:9�b/�-
CH CHISELED SQUARE ON OP OF CURB CUP at leas 2 woorUking days pVaCEo exca atln KEN SEUMALO RCE.No.56915 DATE 9tF O -
`O OPPOSITE FIRE HYDRANT �' DESIGNED BY: DB DRAWN BY: DB CHECKED BY: BJC CITY ENGINEER OF CALIF q 0 SEPDATTEMBER 16,2004 TITLE SHEET l_"0.
bbBARRY JjCOW N,RCE "C46568 IEXP.6-30-071 DATE 1p W
PLOT DATE1 16-SEP-2004 JN 14502
SWPPP PLAN NOTES
1. PRIOR TO COMMENCEMENT OF GRADING, THE OWNER SHALL PROVIDE THE /SANDBAG SPILLWAY y'd b �' INSTALL FIBER ROLL VARIES
INVERT ELEVATION 6'-LEAVE OUT TWO
CONTRACTOR WITH.A STORM WATER POLLUTION PREVENTION PLAN, DESILTATION BASIN �pEpN y ,y. � ALONG A LEVEL CONTOUR gpGS 70 FORM WEIR
WHICH PROVIDES RECOMMENDATIONS AND PROCEDURES TO FULFILL TOP OF SLOPE STORM WATER DISCHARGE REQUIREMENTS OF THE NATIONAL PER PLANPOLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT.2. REFERENCE THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD
SAN FRANCISCO BAY REGION EROSION AND SEDIMENT CONTROL
F I ELD MANUAL THIRD EDITION JULY 1999 - HANDLING & DISPOSAL OF 4'MIN .y .� i 1 FIBER ROLLS— y y
CONCRETE AND CEMENT (SEE APPENDIX OF SWPPP) FOR PROPER
HANDLING AND DISPOSAL OF CONCRETE AND CEMENT-RELATED MORTARS .I 1. .y �' L A y .y y d
IK
TO MINIMIZE OR ELIMINATE DISCHARGES TO GUTTERS, STORM SECTION E-E
DRAINS AND WATERCOURSES.
VARIES
3. REFERENCE THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD � ! y y y 1 /y GRAVEL IN BURLAP BAGS VARIES
SAN FRANCISCO BAY REGION EROSION AND SEDIMENT CONTROL
FIELD MANUAL THIRD EDITION JULY 1999 - PAVEMENT CONSTRUCTION
MANAGEMENT (SEE APPENDIX OF SWPPP) FOR PROPER VER 'SPACING \L SECTION
TILJAL
MANAGEMENT OF PAVEMENT CONSTRUCTION MATERIALS AND ACTIVITIES E VARIES BETWEEN \y y' y / GRAVEL FILLED
MINIMIZING OR ELIMINATING DISCHARGES TO GUTTERS, STORM 8'AND 20' \ 1 '1 m /y 'L' y BURLAP BAGS
DRAINS, AND WATERCOURSES RESULTING FROM ON-SITE ROAD PAVING. 4'MlN y t --wGH UNLESS
SURFACING, AND ASPHALT REMOVAL ACTIVITIES. TOPO SLOPE BASIN` SANDBAG SPILLWAY y. �' y OTHERWISE NOTED
TOP OF SLOPE PER SECTION i b y �
4. REFERENCE THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD PER PLAN , •- -- ------ PE i .L
SAN FRANCISCO BAY REGION EROSION AND SEDIMENT CONTROL INSTALL A FIBER ROLL NEAR ,
FIELD MANUAL THIRD EDITION JULY 1999 - VEHICLE AND EQUIPMENT e A SLOPE WHERE IT TRANSITTIONS
SERVICE (SEE APPENDIX OF SWPPP) FOR PREVENTION AND _�i r DESILATION BASIN INTO A STEEPER SLOPE VARIESCONTROL OF _
MANAGEMENT FAKS WASHROM WATERUTOMENELAND IMIINATEIORES MIINIMIZE �E ER T 2 2 � PER PLANOTT LEVATION I!
SECTION A-A
DISCHARGE OF TOXIC POLLUTANTS TO THE STORM DRAIN SYSTEM AND '
WATERCOURSES.
P
5. REFERENCE THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD SPILLWAY SECTION(D-D) TYPICAL FIBER ROLL INSTALLATION
SAN FRANCISCO BAY REGION EROSION AND SEDIMENT CONTROL W
FIELD MANUAL THIRD EDITION JULY 1999 - MATERIAL DELIVERY, HANDLING NO SCALE C Ci'
AND STORAGE (SEE APPENDIX OF SWPPP) FOR PROPER
DELIVERY, HANDLING AND STORAGE OF SOIL, WASTE, CONSTRUCTION
MATERIALS AND EQUIPMENT. DESILTATION BASIN DETAIL
LEAVE OUT 2 BAGS
6. REFERENCE THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD TO FORM WEIR
SAN FRANCISCO BAY REGION EROSION AND SEDIMENT CONTROL (SEE SHEET 5)
FIELD MANUAL THIRD EDITION JULY 1999 - DUST CONTROL (SEE APPENDIX
OF SWPPP) FOR INFORMATION ON HOW AND WHAT STABILIZING NO SC4U
MATERIALS TO APPLY TO THE DISTURBED SOIL SURFACE TO PREVENT THE FIBER ROLL 8"MIN.
TRANSPORT OF SOIL. FROM EXPOSED SURFACES ON CONSTRUCTION SLOPE
SITES EITHER BY WIND OR STORM WATER RUNOFF. VARIES
VELOCITY CHECK DAMS
7. REFERENCE THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD NO SCALE
SAN FRANCISCO BAY REGION EROSION AND SEDIMENT CONTROL
FIELD MANUAL THIRD EDITION JULY 1999 - STABILIZED CONSTRUCTION CRUSHED AGGREGATE GREATER THAN 3" CRUSHED AGGREGATE GREATER THAN 3" $
ENTRANCE (SEE APPENDIX OF SWPPP) FOR INFORMATION ON HOW TO BUT SMALLER THAN 6. BUT SMALLER THAN 6" k,
STABILIZE THE POINT OF INGRESS/EGRESS FOR AN EFFECTIVE MEANS OF NOTES,
MINIMIZING THE TRACKING OF MUD AND DIRT ONTO PUBLIC ROADS BY T CORRUGATED STEEL PANELS i y/n�/Apv 1. CHECK DAMS ARE REQUIRED IN ALL CLEARED AREAS
CONSTRUCTION VEHICLES. WHICH CONTAIN NATURAL OR GRADED SWALES.
/
8. REFERENCE THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD r STAKES OOD
FILTER FABRIC 3 STAKES MAX. THE DAMS SHOULD BE PLACED AT THE DOWNSTREAM END OF
SAN FRANCISCO BAY REGION EROSION AND SEDIMENT CONTROL FIELD 4'SPAC/NG THE GRADED AREA AND UPSTREAM AT 200'MINIMUM INTERVA_.
MANUAL THIRD EDITION JULY 1999 - ENTRANCE/EXIT TIRE WASH (SEE ORIGINAL ORIGINAL -
APPENDIX OF SWPPP) FOR INFORMATION ON HOW TO CONTROL GRADE GRADE
THE TRACKING OF DIRT AND MUD ONTO PUBLIC ROADS BY CONSTRUCTION
VEHICLES. —l2"MIN,UNLESS OTHERWISE
9. ALL EROSION CONTROL MEASURES PROVIDED, PER THE APPROVED GRADING S'MIN,UNLESS
A SHERWISE WEER. \FILTER FABRIC SPECIFIED BY A SOILS ENGINEER. ENTRENCHMENT DETAIL
PLAN, SHALL BE INCORPORATED HEREON.
NO SCALE
SECTION A-A SECTION B-B
NO SCALE NO SCALE
NOTE:
CONSTRUCTION SEDIMENT BARRIER SEDIMENT TRAPPING
AND CHA TR E RUNOFF TO DEVICE
SEDIMENTT TRAPPING DEVICE 4III
CLEARED&
UNDISTURBED GRUBBED
0
�1W
CI T-OP CORRUGATED STEEL PANELS SILT FABRIC
P/W
¢� �. A� A
�, B STAKE LIMITS OF
10'M/N OR AS REQUIRED TO CLEARINGACCOMODATE &
5 I I TRAFFIC.WHICHEVER GRUBBING
WHICHEVER IS GREATER. FLOW
? I B F L�
k I 24'MIN.
wI V.�-11(6 RENCH WITH
TAMPED BACk FILL
— — z eacs vTEMPORARY SILT FENCE DETAIL
LOW — --�CQ7T77CC4T7'—HIGH 50 MIN.
— NO SCALE
OR FOUR TIMES THE CIRCUMFERENCE
,/I A T_ OF THE LARGEST CONSTRUCTION TYPICAL SECTION
2 BAGS,1 j VEHICLE TIRE.WHICHEVER IS GREATER
HIGH I SECTION A-A NOTES:
A � FOR SILT FENCE
NO SCALE
NO SCALE MATCH 1. SILT FENCE TO SURROUND DOWN HILL SIDE OF ALL CLEARED AR--A".
EXISTING
GRADE
GRAVEL BAGS AROUND CULVERT ENTRANCE
NO SCALE
STABILIZED CONSTRUCTION ENTRANCE/EXIT
NO SCALE
n uBENCH MARK: REVISIONS APPROVED DATE PLANS HAVE BEEN REVIEWED FOR SEAL <saz UNAUTHORIZED CHANGES; CITY T Y O F LAKE K E E L S I N O R E SHEET
�- DIG ALERT FIRST SUBMITTAL 7/8/04 COMPLIANCE WITH THE APPROPRIATE pPOFFSSIONQ/ 2
- Y •• CITY OF LAKE ELSINORE BM B-95-56 RICK ENGfNEERING COMPANY CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE a
SECOND SUBMITTAL 8/11/01 CONDITIONS OF DEVELOPMENT AND/OR �`q+� Fy RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CLEARING & GRUBBING AND
— DESCRIPTION: CHISELED SQUARE CITY AND STATE LAWS,AND HAVE BEEN OF
"�' �? ON TOP OF CURB.ELEV = 1274.91 FINAL SUBMITTAL MYLARS 9/16/04 BARRY J. COWAN 2 PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED E.
FOUND ACCEPTABLE. ,., � ,,, sd�u� w�«naw o.W,� anoen� T��+� BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. MASS GRADING PLANS u
LOCATION: FROM THE APPROXIMATE L0 No. C46568 " iaq Ow..,swu vne .o ,rw azure iv,al e�ea.w vnx pul9saw: ....M:�.�, 5
BEFORE
INTERSECTION OF COLLIER AVENUE you olcl T' Exc,6-30-07 u SCALE: F O R SHEETS c
LL AND CENTRAL AVENUE 66 FEET 4
SOUTHWESTERLY ALONG CENTRAL 1-800-227-260U Yf., Ji CIVIL �p PREPARED UNDER THE DIRECTION OF: AS NOTED LAKE E L S I N 0 R E M A R K E T PLACE -
01 37 04 FILE NO.
AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT KEN SEUMA il;RCE.No.56915 DATE rF OF CAUF�O DATE: VI�O
CHISELED SOUR RE ON TOP OF CURB Caq at Bast 2 working days prior to excavating. �' "�--'-� - 9�1`ATE DETAILS
_ OPPOSITE FIRE HYDRANT DESIGNED BY: DB DRAWN BY: DB CHECKED BY: BJC CLTY ENG M�ER BARRY J OW .RCE ^C9656B (EXP:6-30-07) DATE SEPTEMBER 16,2004 -
'I DATE. 16-SEP-2004 ,,N 14502
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i �A✓ SUBDIVISION BOUNDARY ...........
GR O 1/ -jog EASEMENT.............
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DEVELOPMENT AREA { OPMENT(CLEAR AND GRUB) I __
(CLEAR AND GRUB 36.82
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CAUTION! LOCATION OF EXISTING UTILITIES ON
THESE PLANS ARE APPROXIMATE ANDTj
SHALL BE VERIFIED BY CONTRACTOR7-
C `Do PRIOR TO CONSTRUCTION.
o c
D o w BENCH MARK: REVISIONS APPROVED DATE
DIG ALERT PLANS HAVE BEEN REVIEWED FOR SEAL
crn uo CITY OF LAKE ELSINORE BM B-95-56 FIRST SUBMITTAL 7/8/04 COMPLIANCE WITH THE APPROPRIATE pgOFESSJONq/ 114502 UNAUT_H__ORIZED_CHANG ES; CITY OF LAKE ELSINORE SHEET
o — DESCRIPTION: CHISELED SQUARE SECOND SUBMITTAL 8/11/04 CONDITIONS OF DEVELOPMENT AND/OR �� F RICK ENGINEERING COMPANY CAUTION:IHE ENGINEER PRLPARING IHESE PLANS WILL N01 BE
,^ y� RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESI CLEARING & GRUBBING AND
v Q ON TOP OF CURB.ELEV = 1274.91 FINAL SUBMITTAL MYLARS 9/16/pq CITY AND STATE LAWS,AND HAVE BEEN BARRY J. COWAN y PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED '•)F
LOCATION: FROM THE APPROXIMATE CALL FOUND ACCEPTABLE. ,,, s s.n maRn w.enme annxo Ph—U n,Gon
BEFORE Nc, C46568 ,ay w.a w.n.swr see"w.�.,a exeee•lvulosea«o•vnx p,nasw«,•wne,.d" BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. MASS GRADING PLANS 5
0 t N INTERSECTION V COLLIER AVENUE YOU DIG! 6-30-07 # SCALE: FOR
0 o AND CENTRAL AVENUE 66 FEET Ex LAKE ELSINORE MARKET PLACE SHEDS E
v' d AND NORTHWESTERLY
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%= oD i o4- sr CIVIL �p PREPARED UNDER THE DIRECTION OF: AS NOTED AND NORTHWESTERLY 32 FEET TO UNDERGROUND SI?RVICE ALERT //Ly�� nn FILE NO.
N CHISELED SQUARE ON TOP OF CURB Cal at bast 2 working days prior to excavating. KEN SEUMALO RCE.No.56915 DATE 4rf OF CAG�F "�pMan 0�— .— �p DATE: .
11O OPPOSITE FIRE HYDRANT DESIGNED BY: DB DRAWN BY: DB CHECKED BY: BJC CITY ENGINEER SEPTEMBER 16,2004
BARRY J OWAN,RCE 'C46568 (EXP,6-30-07) DATE
PLOT DATE- 16-SEP-2004 JN 14502
SEE SHEET 5
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o •-— DESCRIPTION: CHISELED SOUARE CITY AND STATE LAWS,AND HAVE BEEN PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED OF o,r FINAL SUBMITTAL MYLARS 9/16/04 BARRY J. COWAN �, sao rn
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�11,I• FOUND ACCEPTABLE. � p :aw sl.a w"n,swm:us ate,cn nme•Ioui savi«o•enx mal sssw.�,.�,,.,;�.� BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER.
MASS GRADING PLANS5
o LOCATION: FROM THE APPROXIMATE BEFORE No. C46568
INTERSECTION OF COLLIER AVENUE YOU DIG! / u E„p•6-30-07 u SCALE: FOR SHEETS
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i CHISELED SOUARE ON TOP OF CURB Cal at bast 2 working days prior to excavating. DESIGNED BY: DB DRAWN BY: DB CHECKED BY: BJC SEP TEMBER 16,2004 6�
OPPOSITE FIRE HYDRANT -
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CITY ENGINEER BARRY J WA ,RCE °C46568 (EXP.6-30-07) DATE
PLOT DATE: 1 6-SEP-2004 JN 14502
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a PRIOR TO CONSTRUCTION. SEE SHEET 4
O N N BENCH MARK, REVISIONS APPROVED DATE TH PLANS HAVE BEEN REVIEWED FOR SEAL
N uo CITY OF LAKE ELSINORE BM B-95-56 DIG ALERT FIRST SUBMITTAL 7/8/04 COMPLIANCE WITH THE APPROPRIATE o p{'OFESSIO/v' 'Lus°z UNAUTHORIZED CHANGES CITY OF LAKE ELSINORE sH�Er
o •-— DESCRIPTION: CHISELED SQUARE SECOND SUBMITTAL g/11/pq CONDITIONS OF DEVELOPMENT AND/OR RICK ENGINEERING CCIMIANY CAUTION:THE ENGINEER PREPARING THESE PLANS WILL N01 BE
c v ON TOP OF CURB,ELEV 1274.91 FINAL SUBMITTAL MYLARS 9/i6/Oq CITY AND STATE LAWS.AND HAVE BEEN �� RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CLEARING & GRUBBING AND 5 a BARRY J. COWAN 2 PLANS. ALL CHANGES i0 THESE PLANS MUST BE APPROVED Of o
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BEFORE No. C46568 x ""'�wr.,nes.ra„rw,.ra eaees.(na es9,«o•enx(v„I w�,«,•.,.,..d.t, BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. MASS GRADING PLANS 5 u INTERSECTION OF COLLIER AVENUE YOU DIGS +� 6-30-07 SCALE: FOR
0 o a AND CENTRAL AVENUE 66 FEET E"• LAKE ELSINORE MARKET PLACE SHr'
SOUTHWESTERLY ALONG CENTRAL 1-80U-22ERVI Q o! v e4 si CIVIL �a PREPARED UNDER THE DIRECTION OF: AS NOTED
AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT FILE No.0 CHISELED SQUARE ON TOP OF CURB Cal at bast 2 working days prior to excavating KEN SEUMALO RCE.No.56915 DATE 4Tf OF CAL\E IL w`
w OPPOSITE FIRE HYDRANT DESIGNED BY: D8 DRAWN BY: DB CHECKED BY: BJC CITY ENGINEER 1ARRLR�OW,R, °✓C6 68 (EXP.6-30-071 DATE pSEPTEMBER 16,2004
O i —
PLOT DATE, 16-SEP-2004 LN 1450?