HomeMy WebLinkAbout169 PROJECT
LOCATION
PRECISE GRADING PLANS
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FOR5' VAR/ES 31e✓aRl� +Y VARIeS VARIES 5'
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OLD ELSINORE HEIGHTS TRACT, UNIT 5
PARK WY. _i^ �' DlsvosnL.AREa
`^ F H0R GRADING NOTES: (CONT.)
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0 D(t, 15. ALL WORK SHALL CONFORM TO THE CITY AND STATE ROUGH GRAVE I..IME
CONSTRUCTION SAFETY ORDERS-
a D TRACT BOUNDARY
Y VARIE9 VARIEg
16. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION aoMolc z4 j
IN THE FOLLOWING STAGES: PA G661 0 I
r F o Z A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION N (Iy TYPICAL ROUC-" GRAPIU G SECTION
4 J m W r AND BEFORE BACKFILL OF ALLUVIAL. COLLUVIAL AND o 9,A
TERRACED AREAS AND ANY SUBSTRUCTURES. 'S N7s.
a Q B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING Z qr 4,SEE STREET IMF'RG.i✓MENY vL.AN� coR ,ACTUAL_
L' PRECOMPACTION. BENCHING AND FILLING OPERATIONS. F. F 2 3 �,� OECYION nIMEr.lslous. - 'I
LAKE C. DDURING RAINS INSTA LATIOMATERBUUTTRESS AND CANYON SUB- VRP �oA �9
Uj
ELSINORE N D WHEN ANY
NCONSTRUAL GRADING CONDITIONS ARE ENCOUNTEREDDURING N p4
17. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY W 12 5 32
0
AS DETERMINED BY THE MODIFIED THREE LAYER A.S.T.M. W nor -
D-1557-70 TEST METHOD. U) 1 1 6 33 I�/2'CLEARANCE(MIN)
VICINITY MAP 9�� 4ry� �6.
18. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND 1O 7 35
DEBRIS. SCARIFIED AND INSPECTED BY THE GRADING 8 3G In P r
N.T.S. INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR •� w svLASM
TO THE PLACING OF FILL. _ r-�•
MILL. MILL g7
Sn ;�d G•'X G"-wl4X w1.4 WELDEP
19. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL 2 31 13 5 5 37 75 5(n m �• U,RE FPHRIC
3 MIN.
BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED scl-loo N o q
BY SOILS ENGINEER. BITE Wo �, 30 14 54 38 ? 74 8 Nz -, _-y
.:
ul
20. A SOILS ENGINEER SHALL BE RETAINED TO SUPERVISE QZ > 29 15 ¢ 53 39 73 5
GRADING NOTES: 9 TIE AEBAfl IDWWM ,) -
GRADING AND PROVIDE A FINAL SOILS REPORT WHICH a 2B 16 5 2 40 72 60
INCLUDES FOUNDATION REQUIREMENTS (SUBDIVISIONS] PM. SPLASH WALL DETAIL_
1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING AND EXPANSIVE CHARACTERISTICS OF THE SOIL. Boo)czq- '0 3 27 17 51. 41 71 GI I w/TYPICAL V GUTTER
PAGE 61
CODE CHAPTER 70 AND CITY OF LAKE ELSINORE p 11 I I NJ.TS.
ORDINANCE 635. 21. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL Z K 1 25 18 5 0 42 70 G2 a -
ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS WI * 4/-0'Wf/EIZECIILLE00[JT0N PLANS
2. MINIMUM BUILDING AND DRAINAGE SWALE SLOPE SHALL ENGINEER SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT )- I 25 19 49 43 Ea fn'3 r-
BE 1% IF CUT OR FILL IS LESS THAN 10'. DRAINAGE PRIOR TO THE ISSUANCE OF BUILDING PERMITS. W a W
SWALES SHALL BE A MINIMUM OF 0.3' DEEP AND BE = 24 2O 48 42 68 ro4 W _
CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT 22. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL N 2 9
OR FILL SLOPES. FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY W N N fV r ID O
RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES
RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS.
OR FILL SLOPES SHALL BE 2:1 OR AS SHOWN. W � III3. MAXIMUM CUT Z
WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. N PAR __ N n -
4. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION 23. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE
OF A SOIL ENGINEER WHO SHALL CERTIFY THAT ALL `54 I ' Ll TILIT Y NOTES o
FILL HAS BEEN PROPERLY PLACED. A FINAL BLUE TOP PER FINISHED PAD. PRIOR TO ROUGH GRADE ,5 5 E E. SI{EE.T
COMPACTION REPORT SHALL BE SUBMITTED FOR ALL APPROVAL. } �c'2 I THE CONTRACTOR IS ADVISED OF THE EXII{TANCE OF THE UTILITY NOTIFICATION SERVICE PROVIDED BY UNDERGROUND SERVICE ALERT(USA) v
FILLS OVER 1' IN DEPTH PRIOR TO THE ISSUANCE USA MEMBER UTILITIES WILL PROVIDE THE CONTRACTOR WITH THE PRECISE LOCATIONS OF THEIR SUBSTRU[TURE5 IN T),i CONSTRUCTION AREA
OF BUILDING PERMITS. 24. DI ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM Q oo,/2_0CF3. E M. WHEN THE CONTRACTOR GIVES AT LEAST TWO(2)WORKING DAYS NOTICE TO THE UNDERGROUND SERVICE ALERT BY CAI LING I-BOO.422-4I33. 7
DIMENSION GREATER THAN 12" WILL BE PLACED IN FILLS. wlL.l_In.rls
5. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE UNLESS THE LOCATION. MATERIALS. AND DISPOSAL METHODS PI"1. O PROPERTY THE CALIFORNIA PUBLIC UTILITIES COMMISSION MANDATES THAT IN THE INTEREST OF PUBLIC SAFETY MAINLINE GAS�/ALVES BE MAINTAINED - -
MAP 0-m 1TT IN A MANNER TO BE READILY ACCESSIBLE AND IN GOOD OPERATING CONDITION.THE CONTRACTOR SHALL NOTIFY THE SOU-NERN CALIFORNIA GAS Z
BUILDING AND SAFETY DEPARTMENT WRITTEN CE:RTIFI-
N ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. P�E 64i j I PAGES 41-44 COMPANY PLANNING OFFICE AT(114)363-OSBO AT LEAST TWO(2)WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. C
G
0 _
C
CATION OF COMPLETION OF ROUGH m
ACCORDANCE WITH THE APPROVED GRADINGRADING I PLAN PRIOR 25. ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE - ai
TO THE ISSUANCE OF THE BUILDING PERMITS. DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. IF PR.33 R.C.P. I 111
U
6. FILL SHALL BE PLACED IN LAYERS AND COMPACTED 26. AN APPROVED SET OF PLANS SHALL BE ON THE JOB SITE
UNDER THE SUPERVISION OF THE SOILS ENGINEER. AT ALL TIMES.FILL LAYERS SHALL NOT EXCEED 8" IN THICKNESS. o
27, SANITARY FACILITIES SHALL BE MAINTAINED ON THE JOB 0
7. ALL SLOPES SHALL BE PLANTED WITH APPROVED PLANTS SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. I F SHEET INDEX EARTHWORK QUANTITIES
FOR EROSION CONTROL.
APPROXIMATE DATE OF: BEGINNING OPERATION MAY, 09/ I Q
COMPLETION DULY.l99/ I K 1 COVER SHEET CUT 116,550 C.Y. [RAW]
8. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR THE I F- 2-7 GRADING PLAN FILL 105,450 C.Y. (RAW]
LOCATION AND PROTECTION OF ALL UTILITIES. /PRoP RIW EXPORT 11,100 C.Y. CRAW)
9. APPROVED PROTECTIVE MEASURES AND TEMPORARY UTILITIES i ( .o BJ.SCFs
DRAINAGE PROVISIONS MUST BE USED TO PROTECT L A KE5 _
ADJOINING PROPERTIES DURING GRADING. - ESHORE D R!w _ o,�= .67.3 57- N 0 T E
10. DUST SHALL BE CONTROLLED BY WATERING AT ALL TIMES. NO WORK WHATSOEVER WILL BE DONE ON THIS SITE UNTIL THE I N D E X M A P
I]. A PERMIT SHALL BE OBTAINED FROM THE BUILDING FOLLOWING UTILITY COMPANIES HAVE FIRST BEEN GIVEN 48 THE STORM DRAINS SHOWN HEREON MUST BE BUILT (DETAILS TLY
ARE
DEPARTMENT. CITY OF LAKE ELSINORE. PRIOR TO ANY HOURS ADVANCE NOTICE OF INTENTION TO GRADE OR EXCAVATE. WITH THE GRADING OPERATIONS. THE STORM DRAIN DETAILS ARE
SHOWN ON THE STORM DRAIN IMPROVEMENT PLANS. THE STORM
GRADING OPERATION. ELSINORE VALLEY M.W.D. (HATER 8 SEWER) SCALE 1"=200' DRAIN SHOWN THEREON SHOULD BE CONSIDERED AS A PART OF
12. THE DEVELOPER AND/OR CONTRACTOR SHALL NOTIFY ALL 33751 MISSION TRAIL THESE PLANS-
UTILITY COMPANIES 48 HOURS PRIOR TO GRADING. LAKE ELSINORE.674-314CA. 92330
1-800-422-4133 IS THE UNDERGROUND ALERT NUMBER. �14] 74-3146 LEGEND: LEGEND CC 0 N T.)
SO. GAL. GAS COMPANY GRADING SUPERVISION CERTIFICATE
13. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH THE
RECOMMENDATIONS OF THE PRELIMINARY SOILS 3700 CENTRAL AVENUE T.C. _ TOP OF CURB RETAINING WALL
RIVERSIDE. CA. 92506 F.S. FINISHED SURFACE
INVESTIGATION. _ THE UNDERSIGNED CIVIL ENGINEER CERTIFIES THIS GRADING WORK
gY H.ENNETH G.OSP�ORNE�ASSO.DATED OCT. 24,1989 17141 781-5113 B.W. - BACK OF WALK DEEPENED FOOTING
F.H. FIRE HYDRANT WILL BE SUPERVISED IN ACCORDANCE WITH SECTION 7014. CHAPTER
70. OF THE U.B.C.
14. ALL WORK WITHIN PUBLIC RIGHTS-OF-WAY MUST HAVE SO. CAL. EDISON CO. S/W _ SIDEWALK O
AN ENCROACHMENT PERMIT ISSUED BY CITY ENGINEER'S 401 E. FOURTH ST. R/W - RIGHT-OF-WAY 2:1 SLOPE y 21
OFFICE (SECTION 12.08.040 LAKE ELSINORE MUNICIPAL PERRIS. CA. 92370 F.L. - FLOW LINE
CODE. ORDINANCE 5713. - C714] 657-1101 G.B. GRADE BREAK O •91 3D23(o
P - PROTECT IN PLACE 5'� LOT NUMBER
GENERAL TELEPHONE CO. RE - RELOCATE DATE NAME R.C.E. NO. L)
120 E. THIRD STREET RK - REPLACE IN KIND ------ FLOW LINE
PERRIS. CA. 92370 C 8 G - CURB 8 GUTTER -- RIW.LOT LINE.OR TRACT BOUNDARY
1714) 652-6821 EX. - EXISTING --------------- PUBLIC UTILITY EASEMENT - ��
PR. - PROPOSED ------ EASEMENTS
MH - MANHOLE LIMITS OF GRADING
E.O.P. - EDGE OF PAVEMENT
ST. LT. - STREET LIGHT _
STREET SIGN / STOP SIGN ClIMPORTANT NOTICE Q�pFESs/04, -.
S.O. - STREET SIGN ONLY 4212/4217 OF THE GOVERNMENTOWNER SOILS ENGINEER BENCH MARK D.F. - DEEPENED FOOTING RES A DIG ALERT IDENTIFICATIONT.W. - TOP OF WALL TO EXORE A
CAVBE ATE M LL BE ALID.T.F. - TOP OF FOOTING Ai DIG ALERT ID NUMBER CALL 30236AYRES CONSTRUCTION CO. K.G. OSBORNE & ASSOC. U.S.C. 4 G.S. B.M. G-3o7 F.L. - FLOW LINE ERGROUND SERVICE ALERT355 BRISTOL ST.. SUITE A 17141 MURPHY AVENUE BRASS DISK IN SOUTH SIDE OF CONCRETE BASE F.F. - FINISHED FLOOR FREE 1-800-422-4133 EXp.MBr 311992F FLAGPOLE AT MOUNTAINVIEW HOSPITAL 500'+COSTA MESA. CA 92626 IRVINE. CA 92714 PEST OFHWY. 71OMISSION TRAIL) AND 300'• H.P. - HIGH POINT RKING DAYS BEFORE YOU DIG * }
I7143 540-6060 17141474-2001 SOUTH OF RAILROAD CANT RD. FG. - FINISHED GRADE J'
RESET 1955 ELON EV. 1276.973 G..F.F. - GARAGE FINISH FLOOR
P.U.E - PUBLIC UTILITY EASEMENT jFOF cglF
c
NOTE, THE ABOVE QUANTITIES ARE APPROXIMATE AND USED FOR ENGINEERS NOTICE TO CONTRACTORS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND RE V ISIONS: SCALE: OBILITTERIFIELD ENGINEERING` d SURVEYING (',I TY OF L/I KE ELJ I(MORE
PERMIT AND BOND PURPOSES ONLY. AND DO NOT INCLUDE COR- PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS A o 5 o ndP.T PROVE B DAMES R.BOLTON C A NAVAILABLE RECORDINFORMATION. THE CONTRACTOR AS SNOH/N A DlVlela ff txe lxttx IOlANt® SHEET
RECTESTGRADING. IF REQUIRED. REFER TO SOILS REPORT. DURING THE COURSE OF CONSTRUCTION OF THIS PRO- as top 4'.S LHW 67/TNa 0.27W M M/INo CIVIL ENGINEERING IWVIRDWQrIAL-VI_ IN THE COUNTY OF RIVERSIDE. CALIFORNIA
THE ESTIMATED EARTHWORK ONSTRUCTIO SHALL NOT BE USED IN SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AF- JECT INCLUDING SAFETY OF ALL PERSONS AND PRO-
ANY VAYFOR BIDDING OR CONSTRUCTION. IT SHALL BE THE FECTING THIS WORK AND ANY DAMAGE OR PROTECTION pER7Y. THAT THIS REQUIREMENT SHALL APPLY CON- .O.E. NO.30236 DATE: MwITEcnnE uwecvE NIOIIlEC1UE wo anvetttn 1
CONTRACTOR'S RESPONSIBILITY TO PROVIDE FOR HIS OWN TO THESE LINES. PRIOR TO STARTING CONSTRUCTION TINU06SLY AND NOT BE LIMITED TO NORMAL WORKING EXP. 3/'w92 DATE:�.1-G-a l��y� PRECISE GRADING PLANS
OF THIS PROJECT THE CONTRACTOR SHALL VERIFY THE SED CHNEY BIKEEi.ante F. LAIQ:tllIIMRE.G.92]GO
QUANTITIES FOR BIDDING AND CONSTRUCTION PURPOSES. HOURS AND THAT THE CONTRACTOR SHALL DEFEND. IN- OHI&4'.1 7
EXISTING ELEVATIONS OF THE EXISTING MAINS WHEN DEMNIFY AND HOLD THE OWNER. THE CONSULTING EN- THESE PLANS HAVE BEEN EXAMINED.AND THEY ARE IN FOR OFJ-SHTSI,-1I
UNAUTHORIZED CHANGES d USES MAKING CONNECTIONS AND UNCOVERING ALL EXISTING GINEER AND ALL PUBLIC AGENCIES HARMLESS FROM ACCORDANCE WITH THE CONDITIONS OF DEVELOPMENT.CITY BENCH HARK: SEE AT LEFT
UTILITY LINES AFFECTING THIS WORK. IF A CON- ANY AND ALL LIABILITY REAL OR ALLEGED IN CON- ORDINANCE, AND STATE OF CALIFORNIA LAWS.AND A
CAUTION, THE ENGINEER PREPARING THESE PLANS WILL NOT FL IN LOCATION IS NOTED. THE ENGINEER MUST NECTION WITH THE PERFORMANCE OF 40RK ON THIS PERMITiTO CON9 U T MAY BE ISSUED. OLD ELSINORE HEIGHTS TRACT, UNIT 5
BE RESPONSIBLE FOR. OR LIABLE FOR, UNAUTHORIZED BE NOTIFIED BEFORE PROCEEDING, f FILE NO. `
PROJECT EXCEPTING FOR LIABILITY ARISING FROM /
CHANGES TO OR USES OF THESE PLANS.ALL CHANGES TO THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DI- THE SOLE NEGLIGENCE OF THE OWNER. THE CONSULT- MARK REVISION GUr,I � _...
PLANS MUST BE IN WRITING AND MUST BE APPROVED B7 THE MENSIONS AND SHALL REPORT ALL DISCREPANCIES TO ING ENGINEER OR ANY PUBLIC AGENCY. W.O. FOR: F.B.
PREPARER OF THESE PLANS. THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. DESIGNED BY,J.J.M.;M.nDRAWN BY, G.M, CHECKED BY, WILLIAM N.BASHAM R.C.E.2B939 CITY ENGINEER
I
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A CONORETE FOOT/NG TO /Q�' O
►T. fl / I`f / / q /I / TEST TO+ FC''000
CONCRETE 5LOCX TO BE <
�, PER ASTM C-90 GRACE N CAP/F DES/REO
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C'
CONCRETE MASONRY WALL •-" J
W 4LLCELLS FILLED 60LID v'
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vFTaa AT 32"O.C..FOR WEEP HOLE
f II i� R,v ur R°?ER- H�T.32 POUR FOOTING AGAINST 3"
1273.501..$. I l I I � C AI' F.S. / / UNDISTURBED NATURAL
0 10'.10'FIATI PAD �I / i ' I1 015 j3a.
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��!l \ \\ `f I I. I REVISIONS: q ROVED BY JAMES R.BDLTDN SCALE: WBUTTERFIELD ENGINEERING 6 SURVEYING CITY OF LAKE ELS I NORE' \ AS SNDWN A mvlelol OF THE I�Illl COIPANI® IN THE COUNTY OF RIVERSIDE. CALIFORNIA SH2 TC.E. NO.30236 DATE: ARCHITECTURE ECTURE
EXP.3/31/32 DATE:�0-tGAI 4�y� bEb OWEY BIW>:T.SUITE F. LNE-1—.CA.9ZA0 PRECISE GRADING PLANS
0141 Q)tl"EI
THESE PLANS HAVE BEEN EXAMINED.AND THEY ARE IN FOR
ACCORDANCE WITH THE CONDITIONS OF DEVELOPMENT, CITY BENCH MARK: OF SHTS
ORDIIIANE'COIST STATE
M/OF CALIFORNIAS LAWS.AND A SEE SHEET NO•) OLD ELSINORE HEIGHTS TRACT, UNIT 5
BE FILE NO.
MARK REVISIONS y. DAT
DESIGNED BY: J.J.M. DRAWN BY: P.B.N. CHECKED BY: JJ.M. INIUTAM R.BASHAM R.C.E.2B939 CITY ENGINEER L1.0. FOR: F.S.
•P40• PRECISE GRADING COMMERCIAL SITt 11 .`]PF:.B70!6f3 1335 25-Oot-S9 05.03 PM/87-0063-714 0� ' J
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LL �o ® ADIVIBIMOFTEMI,„�µIEB CITY OF LAKE ELSINORE
SEE SNEE-T /t/O.- (o �� �F O/T B SIMAIN SHEET
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BUTTERFIELD ENGINEERING b SURVEYING CITY OF LAKE ELSINORE/VO.- 7 AS Suy[t/A/ A oma,w aF nc 1¢ttN-.1. SHEET
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20 10 0 20 40 EXP.3/31/52 DATE: - 4•°11 ¢/91 � '.1.F6/y., -I-.G' PRECISE GRADING PLANS
THESE PLANS HAVE BEEN EXAMINED.AND THEY ARE IN
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REVISIONS: DIENGINEERING 6 8URVEYING
Y: TAMES R.BOLTON WBUTTERIFIELD CITY OF LAKE ELSINORE AUCNfDABVST ATY/SfDfOTNa's.33345657 J75 u ."�vA Dlvlellw Ii�I¢trH mrAxl® SHEET
SCALE FEET CNANCff PLOT F/AN cp-.T l+'XY, I'LAM1118 mva FxlRmllls orv:xQ=eN:A�mRn® IN THE COUNTY OF RIVERSIDE. CALIFORNIA20 10 0 20 40 R.C.E. NO.30239 DATE: .1RWIlELTIE LAtxxiCME ARo11TFxIwE LAID IxxlvEYcic
EXP.2/31/33 DATE: 431 PRECISE GRADING PLANS
THESE PLANS HAVE BEEN EXAMINED.AND THEY ARE IN FOR
ACCORDANCE PITH THE CONDITIONS OF DEVELOPMENT.CITY BENCH MARK: OF SHTS
ORDINANCE.AND STATE OF CALIFORNIA LAYS.AND A SEE SHEET-n/O./ O L D E L S I N O R E HEIGHTS TRACT, U N I T 5
PERMIT TO ,OO STRJCT MAY BE ISSUED. FILE N0. j
MARK EVISIONS APPR DATE �;c:-,yJ/%„�. _ S-3C^?/
DESIGNED BY.JJ14 NH DRAWN BYI N•A-S. CHECKED BYI WIWAM N.BA9HAM R.C.E.2B939 CITY ENGINEER N.O. FOR: F.B.
•P20= PRECISE GRADING SHEET 3- 104310.97]PF. 57006[j�wtt3V "25-01-B�0 �6 AM/B7-DO63-714 L