HomeMy WebLinkAboutPrecise Grading Plan pg.2 GRADING NOTES
p/L 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE CHAPTER 15.72
5' MIN. 5' MIN. AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST VERSION OF THE DBC.
2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR TO ANY
3' MIN. 1 2' 2' 3' MIN. o OPERATION.
MIN. I MIN. FINISH FLOOR-- PAD ELEV. + 0.67' 21 R N 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT
COMPACT TO U-BOO-227-2500)48 FOURS PRIOR TO GRADING.
TOE OF SLOPE 90% MIN. OTHERWISE ROTTED PE UNLESS �S- a 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 FOURS IN ADVANCE OF
FINISH FLOIX PAD ELEV. + 0.67' COMPACT TO SWALE 3�c PAD-0.3' MIN. �e BEGINNING GRADING OPERATIONS.
90% MIN. H.P. TYP. 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER.
0N. MI
SWALE �-Q} q''yqk EDDY•M'M'X ELEVATION 6. CUEDSLOPES
SHALL SHOW B S B N STEEPER THAN 2 HORIZONTAL TO f VERTICAL,UNLESS OTHERWISE APPROVED,
.67' MIN. �F,� F`' SIRS 0 MB( z
pQS' TYPICAL FOOTING EMBEDMENT: MIN. 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,
PAD MAX. J 1. PER 97 UBC SEC. 1806.1 - 1.0' MIN. FOR 1 STORY & A A LOT y SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED
ELEVATION X%HUN x% 1.5' MIN. FOR 2 STORIES. BELOW UNDISTURBED SOIL �HMBER o suRACE.
4%FOR THE FIRST 3'FROM 2. PER FOUNDATION PLANS. 2 a B. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED FIVE LAYER
THE BUILDING FOOTPRINT 3. PER SOIL REPORT. Mi"'
2%THERE AFTER WHICHEVER IS THE MOST STRINGENT. 8 PAD z AS.T M.D-1557-70 TEST METHOD.
TYPICAL FOOTING EMBEDMENT: 3' ELEV' m 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIER AND INSPECTED BY THE
MIN. RE-3 .71 aW: GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL.
I. PER 97 UBC SEC. 18 - 1. MIN. FOR 1 STORY 6 R FF=38.3'
1.5' MIN. FOR 2 STORIES. BELOW UNDISTURBED SOIL a 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND
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2. PER FOUNDATION PLANS. SIDE YARD GATE 4%FOR THE FIRST 3'FROMIS APPROVED BY THE SOILS ENGINEER.
3. PER SOIL REPORT. (PER LANDSCAPE PLANS) uWwi THE BUILDING FOOTPRINT 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXERIOR WALLS AT NOT LESS THAN 1/2"PER FOOT FOR
WHICHEVER IS THE MOST STRINGENT. x% x% : 2%THERE AFTER A MINIMUM OF 3',THEN 1% (MINIMUM)TO FLOWLINE OF EARTH SWALE.
P/L SECTION A - A MIN. MIN. MINIMUM12. MINI"BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE IF CUT OR FILL SLOPE IS LESS THAN 10',
R AND 2%IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIM OF 05'DEEP AND
TYPICAL SIDEYARD SECTION CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOES.
N.T.S. RIW 13. PROVIDE 5'WIDE BY 1•HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH.
14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 STORM FLOWS ALONG THE TOP OF CUT SLOPES.
}`_%�,�`�:.(;.t:Y':v=t Ezr•_' "sk: `;'i��-'?':;?:="•s�::r:;' SIDEWALK 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COJRSES SHALL BE PERMITTED.
T
INRIPLAN
O1FB 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER TO SUPERVISE GRADING AND PROVIDE A EXIST
5' MIN. STREET GUTTER
�L SOILS REPORT WHICH INCLUDES FOANDATION REQUIREMENTS (SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS
FINAL
--�- OF THE SOIL.
2' r
MIN. f7. GRADING CERTIFICATION BY THE DEVELOPERS CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS
FINISH FLDU7= PAD ELEV. + 0.67' ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF
BUILDING PERMITS.
TYPICAL LOT
18. THE PRELIMINARY GEOTECHNICAL INVESTIGATION DATED NOVEMIDBR 18,2004,AND THE ENGINEERING ANALYSIS OF 181
NTS AND 1.7.1 FILL SLOPES,DATED APRIL 29,20M AND UPDATE LETTERS OF 6/15/12,6/10/12.7/25/11.AND 9/20/11
PREPARED BY ALBUS-IKEEFE&ASSOCIATES INC.(GEOTECHdICAL CONSULTANTI SHALL BE CONSIDERED A PART OF THIS
GRADING' MI .
NOTE TC AT DRIVEWAY IS PLAN.AND SHALL eE COMPLIED
WITH.
c?1 PAD MM 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SU&MIT CERTIFICATION DB BUILDING PAD
ELEVATION ELEVATION OF THE 6 CVf18 ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL)
•Qq SHALL DB GIVEN. H AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
IF TYPICAL FOOTING EMBEDMENT: DISTANCE ABOVE THE ADJACENT GROUND SHALL IE GIVEN.
1, PER 97 (NBC SEC. 1806.1 - 1.0' MIN. FOR i STORY & 20. ALL PROPERTY CORNERS SHALL RE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY
IF FOOTING IS CLOSER THAN 5' TO 1.5' MIN. FOR 2 STORIES. BELOW UNDISTURBED SOIL OMSTRUCTION/GRADING•
X% THE HOUSE THEN 6" MIN COVERAGE 2. PER FOUNDATION PLANS. EX.GROUND /
3. PER SOIL REPORT. / 21. STABILITY CALCULATIOS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE
4%FOR THE FIRST 3'FROM WHICHEVER IS THE MOST STRINGENT. �� BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT.
THE BUILDING FOOTPRINT /
2%THERE AFTER �/ GARAGE WALL 22. A FINAL COMPACTION REPORT WILL BE REWIRED FOR ALL FILLS GREATER THAN ONE FOOT.
SECTION B - B DAYLIGHT 23. IF STEEP SLOPING TERRAIN OCCURS PORN WHICH FILL IS TO BE PLACED, 11 MST BE CLEARED,KEYED.AND
/ TO EXIST. 13ENCFED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED
SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5A ARE REQUIRED TO BE
TYPICAL SIDEYARD SECTION WITH RETAINING WALL KEYED AND BENCHED.
3"THICK CO C RE
W/6"x!S-IO'vA.W.W.M. GATE MATERIAL AND STYLE 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES
N.T.S. $ PER LANDSCAPE PLANS
A. UPON COMPLETION OF CLEARING AND CURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL.CO_LUVIAL
KEYSTONE FL PER g 4 AND TERRACED AREAS AND ANY SUBSTRUCTURES.
RETAINING WALL PLAN FINISEO GUM
N B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PPE-COMPACTION,BENCHING AND FILLING OPERATIONS.
CURB C SIDE YARD GATE
C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL.
LINE 3, _ BROW MMV.MDITCH (PER LANDSCAPE PLANS D. WHEN ANY UNUSUAL GRADING CODITIONS ARE ENCOUNTERED DURING CONSTRICTION.
N.TS, 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR AN07FER APPROVED GROUND
•� _. 'xiw4kii' " DETAIL COVER AT 12"ON CENTER,SLOPES OVER 15'IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,
NTS ASPTNS0 ON LL BE PCEN ER'TTREESLANTED WITH A OUD TREES,SHRUBS.OR COMSCENEW,COMBINATIONS S INAOTNIO �iFERESLOPESOF. SFiR1BS SHALOVER 3' L BE
VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
R/W UP.C.
NOTE:
WHERE TWO DRIVEWAYS 16' C' 5' CONTRACTOR TO RIOTER WALKWAY
EXISTIST SIDE-BY-SI WIDE TYP. 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING
' MAINTAIN 2%CRDSSFALL ON
WALKWAY TO EXTENNDD BETWEEN 4'WIDE WALKWAY BEHIND DRIVE PROPERTIES IXIRING THE GRADING PROJECT.
DRIVEWAYS. APPROACH. 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON
HANDICAP TRAVELWAY/ AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK.
DRIVEWAY DETAIL 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS.
MODIFIED RIVERSIDE COUNTY STO.NO.207 SWALE 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITEE.
NOT TO SCALE FL
30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.
31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COPLETION OF GRADING OPERATION.
PESP• 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL'.LOPES IN EXCESS
GROUND OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE z
WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. °M
SO'PARKWAY R/" 33. ANY CONTRACTOR PERFORMING WORM ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE fd
9
SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM -
5'-4.5' 4' CONCRETE HIS OPERATIONS,NETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
FSRW ELEV=FL TYPICAL SIDEYARD \
7.5" FOOTING 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH m
S"C.F. 2% GRADE +0.70' GRADE APPROVAL.
SWALE THROUGH 35. APPROXIMATE DATE OF: BEGINNING OPERATION: JANUARY 2012 T5
COPLETIONt NOVEM BER 2014
WALL SECTION w
DIRVEWAY APPROACH TO 36. NO ROOK OR OTHER IRREDUCABLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THEE INCHES (3') WILL BE PLACED a
BE BUILT PER RIVERSIDE IN FILLS WITHIN ROADBED AREAS OR THEE FEET (31 OFFINISH GRADES,UNLESS THE LOCATION.MATERIALS.AND DISPOSAL
/7)o &V 7/1?/i2 COUNTY STANDARDS SECTION C - C N.T.S. MEHTOOS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. al
NOT TO SCALE 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL.
CERTIFICATION:
38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROGVED BY THE BUILDING DEPARTMENT. $
THESE PENS HAVE BEEN REVIEWED FOR COMPLIANCE
VEMEN 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NEEDS)PERMIT TO REGULATE MUNICIPAL
WITH THE APPROPRIATE CLAWS.AND OF DEVELOPMENT
AND/OR CITY AND STATE LAWS,AND A PERMIT CAN AND INDUST IAL STORM WATER DISCHARGES. o
BE ISSUED. NPDBS UNDID M8 33C338877 DATE PERMIT ISSlEO:06-30-2010 �
///t 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT g
O7hLie LIMITS.TEMPORARY IMPROVEMENTS ARE SLOECT TO REMOVAL AT THE OWNERS EXPENSE. R,
KEN SEUMALO R.C.E.NO. 56915
D Q NOTE: SEAL-ENGINEER A L B E R T A. CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET NO.
WORK CONTAINED WITHIN THESE PLANS tt��TT�L(
SHALL NOT COMMENCE UNTIL AN PEIyZ W jKj 3788 McCRAY ST. IN THE COUNTY OF RIVERSIDE, CALIFORNIA
ENCROACHMENT PERMIT AND/OR A RIVERSIDE CA. 92506 CITY OF LAKE ELSINORE BM B-95-63
GRADING PERMIT HAS BEEN ISSUED. A S S 0 C I A T R S (951) 686-1070 ELEV.= 1381.72'.EST. 12/95,NAVD29 TRACT NO. 32337-F
DIAL PRECISE GRADING PLAN
TWO WORKING PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR c
sum DAYS BEFORE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. DETAIL SHEET OF 13 SHEETS
YOU d6 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR -
DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE 8Y MARK APPR. DATE 1jM pvHH. PREPARED BY: R.C.E. NO. C71582 SCALE:
TOLL N1E[ A NV�$D=BY 1-l00-It]'30W FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS •�Tf•a. H: AS SHOWN V: FOR: W.O. FILE NO
uIroEROROWID BErtYICE AIEIIT FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY DATE LC� (2 _ K.RDVRMARMUII 00 1 04-0401