04-4143 (SFD) Precise Grading PlanAPP,RUI!ED FOR RE/?A�'/rr/1v4 P/_ ANNiAIG 4'ZON/N' 0 C0AlR414A1C 'r�Eco� ,SND D
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A LETTER OF CERTIFICATION FROM THE ENGINEER -OF -WORK
STATING THAT THE GRADING HAS BEEN COMPLETED PER
THE APPROVED PLAN AND A COMPACTION REPORT FROM A
SOILS ENGINEER ON ALL FILL AREAS ARE REQUIRED PRIOR
TO THE BUILDING PERMIT ISSUANCE 95% COMPACTION RE-
QUIRED IN BUILDING AREA.
a
GRADING NOTES
1. GRADING SHALL BE IN ACCORDA-." -:: "TTH THE ENGINEERED GRADING REQUIREMENTS OF TH
E UNIFORM BUILDING CODE, LATES"' ..'.'ION, AND SOILS REPORT, NO, ,
`x yx. Xx% c vlg rING GR .ac- DATED:
2. XXX •XX F/N/SH C,1?A,0E PREPARED BY:
TELEPHONE N0:
3. 'X,�' EX/sTiNG CONTOUR 2. THE SOILS ENGINEER AND THE , GEOLOGIST SHALL EXERCISE SUFFICIENT SU
PERVISORY CONTROL DURING GRADIt•'.. ENSURE COMPLIANCE WITH THE PLANS, SPECIFICAT
XXX FlAll hl COAITUUR IONS, • AND CODE WITHIN THEIR PURVIEW.
-----a-- DIFIVA146E SWI -11_,E 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AN
D CONSTRUCTION TO Ir4SURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WI
6, 54 11 THIN HIS PURVIEW.
o.E
7 7- C. roP OF CURB 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINA
GE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT..PONDING'W
8. F L . FL_ 0 kv L INE ATER AND DAMAGE TO ADJACENT PROPERTY .
9. r. P rof' of Rr-11,6", NF 5. AFTER CLEARAG, EXISTING GROUND SHALL BE SCARIFIED TO A MII tMUM OF 6" ON THE '
ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT.
/o. .E . P IcOClc of R,4 vEM.E'NT
6. THE MAXIMUM CUT AND .FILL SLOPES SHALL BE 2:1.
//. F. 5. )4'/N/Sf-/ 51JRFR CE
7. PADS SHALL BE COMPACTED TO A MINIMUM OF.93Y RELATIVE DENSITY PER A.S.T.M. SPE
/22 f C,. F//V/Sg CRADE CIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT.
/3, .E.l• EXISrIN4� GI?ADE ' 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.
3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
ph PROP-ERTY LINE THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%.
/9::R/IW RIGHT OF WAY 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY ($�) PERCENT OF MAXIMUM D
/6. y P /-I/G y Pv/Ni ENS;TY AS DETERMINED' BY THE UNIFORM BUILDING CODE SECTION 7010 .OR EQUIVALENT AS
APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETEWIN'ED IN ACCORDANCE
/7 ` CIENTLER L✓ //vim WI #I THE :UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE
CT'Y ENGINEER.
Co�vCRE TB
1p. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5"
7- W TOP 0/c WA L CRUSHED A.B.. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING T
0 DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER. SHALL APPROVE THE FIN
3. JAI 60rrOkl OF 9//I;AL STREET SECTION.
11, THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER S
UBMITTAL OF "R" VALUE TESTS FOR ROADYWAY SUBBASE.
12 • LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR
APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PL F
ACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PALLED. TESTING IN AREAS
CDNIf?ACT,ED TO 9� %a f���•�IT/1/E OF A CRITICAL NATURE: OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPR
CoA11R1lcr/o1%1 B/-75Eo 0/4/.4.5r/u1Q/5`-57"ESENTATIVE SAMPLINGS.
13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTA
IN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE
METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND ASH
ALL BE BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL B
E PERFORMED TO VERIFY THE ACCURACY OF THE'MAXIMUM DENSITY CURVES USED BY THE FIE
C 0, �� LD TECHNICAN.
.t v 14. ALL UNDERGROUND FACILIITES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED P
W-� RIOR TO PAVING, INCLUDING OUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECT
RIC, GAS AND DRAINAGE.
15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL ENGINEER SHALL
INCLUDt AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE
�. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDiN
G PERMIT (S) .
�j► 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER IN
�A FILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTSBY THE CONTR
ACTOR. IMMEDIATELY. PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILT
RATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, ,IN THE'PRESENCE OF THE CITY INS
PECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUA
CY OF THE FACILITIES.
��e•'/ 18. THE `CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUI
. RED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT.
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