HomeMy WebLinkAboutPGP_0002 GRADING NOTES
5' MIN. P/L 5' MIN. 1. ALL WORK SHALL BE DOPE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES NO.801 AND 882
AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UB.C,CHAPTER 33.
MIN. MIN. ti 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSDnw-PRIOR TO ANY
. FINISH FLOOR= PAD ELEV. + 0.50' w OPERATION.
COMPACT TO TOE OF SLOPE- UNLESS SLOPE R 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND USA.ALERT
FINISH FLOOR= PAD ELEV. + 0.50' OTHERWISE NOTEDU-800-227-2500)46 HOURS PRIOR TO GRADING.
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COMPACT TO SWALE yyy�,,, io 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF
90% MIN.
90% MIN. 0.5' MIN. "` HAP.OTVPMIN BEGINNING GRADING OPERATIONS.
SWALE + �7Mq,1, y MAX• 3�' ELEVATION lam- 5. U15T SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER.
0.5' MIN. &ti��0 g9jFS MFl F�'F 3 MIN, x z 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,
_ QQ q% µy1 N TYPICAL FOOTING EMBEDMENT: + a AND SHALL BE SHOWN ON THE PLAN.
PAD MIN.F J 1. PER 97 UBC SEC. 1806.1 - 1.0' MIN. FOR 1 STORY & A A "'LOT y
ELEVATION 29 FIRST 3 FT 1.5' MIN. FOR 2 STORIES. BELOW UNDISTURBED SOIL I R o 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED.
MIN AFTER 3 2' + ¢ SHALL BE SHOWN ON PLAN AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED
FT. 2. PER FOUNDATION PLANS.
3. PER SOIL REPORT. MIN' �1 O o 50RF'ACE'
WHICHEVER IS THE MOST STRINGENT. B 1 PAD i y 8. FILLS SHALL BE COMPACTED THROUGHOUT TO BOX DENSITY AS DETERMINED 8V THE MODIFIED FIVE LAYER
g• ELEV. A.S.TN.D-1557-70 TEST METHOD.
TYPICAL FOOTING EMBEDMENT: MIN. PE-64.7' x:
I. PER 97 UBC SEC. 1806.1 - 1.0' MIN. FOR 1 STORY & FF-65.2' 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIER AND INSPECTED BY THE
Sb' MIN. FOR 2 STORIES. BELOW UNDISTURBED SOIL R i GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL.
2. PER FOUNDATION PLANS. SIDE YARD GATE w 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND
3. PER SOIL REPORT. (PER LANDSCAPE PLAN) N %% IS APPROVED BY THE SOILS ENGINEER.
WHICHEVER IS THE MOST STRINGENT. %% 4%FOR THE FIRST 3'FROM i1. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2'PER FOOT FOR
P/L SECTION A - A MIN. MIN. THE BUILDING FOOTPRINT - A MIND"OF 3'.THEN 1% MINI")TO FLOW_INE OF EARTH SWALE.
TYPICAL SIDEYARD SECTION 2%THERE AFTER 12. MINIMUM BUILDING PAD:DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN 10'.
R/W AND 2%IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND
NJS. CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES.
13. PROVIDE 5''WIDE BY 1'HIGH BERM OR EGUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH.
§:r�C:":`' ;i3 -"si;:�;"k="':F,:;?`:`: •:it: 'V SIDEWALK14. PROVIDE A BROW DITCH.DESIGNED TO HANDLE 100 STORM FLOWS ALONG THE TOP OF CUT SLOPES.
TW PER PLAN
CURB 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
5' MIN. CL STREET GUTTER
16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER TO SUPERVISE GRADING AND PROVIDE A FINAL
2' 3' SOILS REPORT WHICH INCLUDES FOUNDATION REGUIREMEMS (SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS
MIN. - - - OF THE SOIL.
m FINISH FLOOR= PAD ELEV. + 0.50' 17. GRADING CERTIFICATION BY THE DEVELOPERS CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS
m y COMPACT TO TYPICAL LOT ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF
-+L 90% MIN. BUILDING PERMITS.
F�n SWALE N.T.S. iS. THE PRELIMINARY GEOTECHNICAL INVESTIGATION DATED NOVEMBER 18.2004.AND THE ENGINEERING ANALYSIS OF 1.6:1
NOTE: TC AT DRIVEWAY IS AND 1.7:1 FILL SLOPES,DATED APRIL 29.2OMPREPARED BY ALBUS-KEEFE&ASSOCIATES INC.(GEOTECHNICAL CONSULTANT),
ZZ T 0.5' MIN. -PAD SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE COMPLIED WITH.
O g VqI ANW t �%VA 3 FI ELEVATION ELEVATION OF THE WCURB 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD
N 9IF Mom,f� U 3 Ft' TYPICAL FOOTING EMBEDMENT: S4RLLELEVATION WHE BE GIVEN. IF ANCIFIC ELEVATIONATIONS ARE WITTHH RESPECTaTO ADJACENTIRED.THE GROUND
(WISURFACE
RESPECT
GUT�N SEA T U VELD
1. PER 97 UBC SEC. 1806.1 - 1.0' MIN. FOR 1 STORY & DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
IF FOOTING IS CLOSER THAN 5' TO 1.5' MIN. FOR 2 STORIES. BELOW UNDISTURBED SOIL 20. ALL PROPERTY CORERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY
THE HOUSE THEN 6" MIN COVERAGE 2. PER FOUNDATION PLANS. /
EX.GROUND CON5TRUCTION/GRADING.
" 3. PER SOIL REPORT.
Q WHICHEVER IS THE MOST STRINGENT. 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE
GARAGE WALL BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 9E FOOT.
SECTION B - B DAYLIGHT
/ TO EXIST. ® 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST NE CLEATED,KEYED,AND
BENCHED INTO FINE AL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVEDRE BY A REGISTERED
TYPICAL SIDEYARD SECTION WITH RETAINING WALL GATE MATERIAL AND STYLE
SOILS ENGINEER PRIOROR TO TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE
3'THICK COMPETE KEYED AND BENCHED.
W/6"x6"-10GA.W.WN.
N.T.S. 5M+ PFA LVDGCAPE ttANG 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES:
KEYSTONE FL PER A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BAC(FILL OF ALLUVIAL,COLLUVIAL
RETAINING WALL PLAN {5 FWI9EO GRADE AND TERRACED AREAS AND ANY SUBSTRUCTURES.
g B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION BENCHING AND FILLING OPERATIONS.
CURB C SIDE YARD GATE C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL.
LINE 3 O BROW "V" DITCH (PER LANDSCAPEN.T.S. PLANS) D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION.
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DETAIL 25. EROSION CONTROL• ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12"ON CENTERS
OR ANOTHER APPROVED GROUND COVER.SLOPES OVER 15'IN VERTICAL HEIGHT,IN ADDITICN TO GROUND COVER,
NTSSHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR COMBINATIONS THEREOF. SHRUBS SHALL BE PLANTED
AT10'ONCENTERS:TREES,20'ON CENTER COMBINATIONS, 15'ON CENTERS. SLOPES OVER 3'IN
RWVERTICAL EIGHT STALL HAVE PERMANENT IRRIGATION SYSTEAB WITH BAC(FLOW PREVEMIOM DEVICES PER
NOTE:WHERE TWO DRIVEWAYS OR TO WIDEN WALKWAY UB.C.CHAPTER 70.
EXIST SIDE-BY-SIDE,4'WIDE TYP. 2%CROSSFALL ON
WALKWAY TO EXTEND BETWEEN 4'WIDE WALKWAY BEHIND DRIVE 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING
DRIVEWAYS. APPROACH, PROPERTIES DURING THE GRADING PROJECT.
HANDICAP TRAVELWAY/ 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL 13E PROVIDED AND MAINTAINED DURING THE RAINY SEASON
DRIVEWAY DETAIL AND SHALL BE IN RACE AT THE END OF EACH DAYS WORK.
28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS.
MODIFIED RIVERSIDE COUNTY STO.NO.207 SWALE
NOT TO SCALE FL 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY(IF THE PEMITTEE.
SET30. AN APPROVED S OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.
PROP 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION(IF GRADING OPERATION.
GROUND 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS
UGH OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF RO GRADING AND SHALL BE IN ACCORDANCE
WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
10'PARKWAY R/W
33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE
v 5'-4.5' q' CONCRETE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM
FSRW ELEV=FL TYPICAL SIDEYARD FOOTING HIS OPERATIONS,WHETHER OR NOT SUCHFACILITIES ARE SOWN ON THESE PLANS.
1"C.F. 2% GRADE+0.70' 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH
SWALE THROUGH GRADE APPROVAL.
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❑IRVEWAY APPROACH TO WALL SECTION % �DAB OM IMA . COCOPLETION JANUGINNINGTARY 2OD7MARY 2006
.6 BE BUILT PER RIVERSIDE
COUNTY STANDARDS SECTION C - C N.T.S. 36. ROCK FRAGMENTS AND BOULDERS OVER 12 INCHES IN DIAMETER SHOULD BE REDUCED IN SIZE,WHERE PRACTICAL,
AND INCORPORATED WITHIN THE FILL MATERIALS AND SPREAD THROUGHOUT THE FILL TO ELIMINATE NESTING.
ff CERTIFICATION: NOT TO SCALE FIILLSIAATTSLEASTT ION FEET BELOW PROPOSED PAD GRADES OR FEET
AT LEAST IBB40-ES BELOW DEEPEST WITHIN
UTILITI�WITTHIN
ai STREETS.ROCKS GREATER THAN 3 FEET IN DIAMETER THAT CANNOT BE FEDUCED IN SIZE SHOULD BE DISPOSED OFFSITE
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE OR PLACED ONSITE IN A METHOD SPECIFIED BY THE SOILS ENGINEER.
$ WITH THE APPROPRIATE CODITIONS OF DEVELOPMENT
AND/OR CITY AND STATE LAWS,AND A PERMIT CAN 37. THE ENGINEER MST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL.
BE ISSUED.
GRAPHIC SCALE 1"=20' 38. A GRADING PERMIT WILL NOT BE ISSUED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT.
b1 39. SITE MUST OBTAIN NPDES PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. AS B
KEN SEUMALO R.C.E.NO. 56915 BUILT
0 20 40 60
Q NOTE: SEAL-ENGINEER A_L B E R T n. CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET NO.
/jVy\' ��� WORK CONTAINED WITHIN THESE PLANS Ettz W j�J'BB RB AY ST. IN THE COUNTY OF RIVERSIDE, CALIFORNIA
SHALL NOT COMMENCE UNTIL AN �C RIVEVERSIDEDE C CA. 92506 CITY OF LAKE ELSINORE8M B-95-63
D�0ENCROACHMENT PERMIT AND/OR A �J '0p A S S O C I A T E S TRACT NO. 32337-1
GRADING PERMIT HAS BEEN ISSUED. (951) 686-1070 ELEV.- 3383.72,EST. 12/95,NAVD29
AL S F ` BNGQIEERQiG * /��t///�/-I�/J PRECISE GRAOM PLAN H
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Taro YAIAgNG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR 1/31/W (DTR 1 LOT f0,11,12&27 FRONT YARD SETBACK CHANGED ON SHT 4 S 17 7 �Coom �ly��/ /' f DETAN. SHEET OF 12 SHEETS
ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. AND REVISED RETAINING WALL LENGTHS AND HEIGHTS EV•R M-0 -
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR
YW d6 DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE d7. H11VL PARED BY: R.C.E. NO. C58602 SCALE: FOR: W.O. COUMIX
mu NN¢ uxINHNRWND BFNVICEWiuFm I HNN�vT xlNa FOR APPROVALDETERMINING
THE COUNTY. SOLUTION AND REVISING THE PLANS ENGINEER REVISIONS J COUNTY ��a G DATE 0i-29-07 EXP. DATE: 12-31LOB H: AS SHOWN V: K.FOVIWJIAII FDTfCASf 04-040i FILE N0. �G)(.(.
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