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0206-013 (SFD) Precise Grading PlanLEGEND ABBREVIATPC?NS: 41-625 Eclectic St, Suite C-1 / SIII tT NO. 19F 1 J.y 4 Civil Engineering Land Surveying Polm Desert, California 92260 (760) 346-8015 Prect"80 Gradibg Plan DESIGN BY: F:' I-< FF. / y Fax (760) 346-2548 lv1 174, Desert Club Tr. Unit 5 per B 21161 OR DRAWN BY: I� k< F CENTERLINE � F^Y•'" � 'Z• Nim HjeFied4iMj. &1G. EP t? UNDER THE D/REC 5tlPER tIS(t1N GYf SITE r PROPERTY LINE EIRO H. P" HIGH POINT ol70/d K. eiwo v �G 67C-0,91 G.B. GRADE" BREAK g E.G. EXISTING GROUND y 0 AVENIDA F. G. FINISH GRADE NARANJA FS FINISH SURFACE � F.F. FINISH FLOOR ELEVATION _ PAD PAD ELEVATION - CALLE TAMPICO P PLANTER Z T. W. TOP OF WALL � B, W. BOTTOM OF WALL B/W a40K OF WALK ~ R,,11*1 RIGHr-OF-WAY VICINITY IwfA PQ) D/W DRIVEWAY z / a z T. C TOP OF CURB F.L. FLOW LINE NOT TO SCALE E P EDGE OF EXISTING OWNER; APPROVED FOR PERMITTING: CORONEL ENTERPRISES, INC. P.O. BOX 389 LA QUINTA, CA 92253 (760) 564-4604 TOIU HARTUNG LEGAL DESCRIPTION: BUILDING & SAFETY DIRECTOR LOT 174, DESERT CLUB TR. UNIT 5, C/n, OF LA QUINTA PER MB 21161, O.R. SITE ADDRESS: 51395 CALLS QUITO ASSESSOR'S PARCEL NQ; 770-173-010 BASIS OF REARMS: CENTERLINE OF AVE. LA FONDA AS N89'46'00"E PER MB 21161-62 BENCHMARK: TOP OF CURB AT THE NE CURB RETURN OF AVE: LA FONDA & CALLE PALOMA PER THE APPROVED STREET PLANS=37.54TC ALL ELEVATIONS EMPLOY" THE NGVD-29 CONVENTION. SITE BENCHMARK: TOP OF CURB AT THE SOUTH EASTERLY OF PROPERTY CORNER AT THE WATER METER ELEV - (36.64 TC) to T P. TOP OF PAVEMENT T, G. TOP OF GRATE (� INV INVERT ELEVATION ! `I [G] 16" CHISELED ON CURB [S) "S" CHISELED ON CURB [E] "E•' CHISELED ON CURB (99.9) EXISTING ELEVATION 99.9 PROPOSED ELEVATION ! --- -• - --- PROPERTY LINE / RIGHT -01= .iA ti --- --- CENTERLINE LOT 175 ►� iv EXISTING CONTOUR 99 FINISH CONTOUR -r► -► -� DRAINAGE SWALE _).K11113U_ EXISTING SLOPE \ •. 4j. 1 3.T T•WC3,}�Ij n_ /(38 .1 EG> �._- __. -..F.-G-i __ Q___4.d<.yitY 'r .':.Fi' .> :�,t•"}ls,+ ' �.,�t 1'hl�� 7_2aJ.( "c ,, 4�.7> .-�ar_f-ul'•_..'4-T�roT'.•^',`.:- r t >�f �y .ak rt._L�rs_'.k_ve e1�-_ <•1R-Y.�... . .G; :1•.'1.•-•_' �.J1_.l>t�<_z _•.,F�__a_M;t,fi_- __ y - @d- 5,_3 r_t_st,�„':rq•s'4i_°e�';..'.i.3l_r.e,-.T> .F�-~.:.�,._"•ti�8^5.. ss�4tF„F.r:k:.tis� / . skt _,,EX,S �ra,_-,�K ., .P, ;•Lq�¢y>.{eit ISw'.M1->_..'4-, „ _qE.� `,'-i"'.X yi•n'T /tt `,•NrBLOCK :•Yas �iti-. t6'•Z,.'',.`, �., _ $L•=.Ui€.fYf�4rtYMCj'r;;.q•d`',x.�ti.l K<. a . . -• »_ r olt }R �_y°.-. 3 :r' -_+ , dsr,$,f•xr'tsxW ,,,< a•i.�..•s s'�.3 iA..•� Ls: ..L {'.L• -''r,^^ -6i --Ar'r>�, H..K.•-T.^+-.,. > •Lys1J�yf�r',y,.,,�a.°sx.y. - '" ._` , , �_"�.Y��.,r+JF3_;c+- ra: `; ;:k: .'[,. _ } x•=,•9.r_ y":.t.3�-..,;-'''/'•3si'�a8s.�Lt�y'.,%':�t.3i�-:; :.M.y'' .:}i'? y19 4 8`�.S L s3' -r.w<'.�4 3r.af�`>-�.`x'- �sa.6i,_ti'"ft. ds/t .t.,.� �r-:�. 'y-. `5 ,i.t/re.,,ti-1 .i�._ r�y:1.•ri:..-,Y,.k,ddc,y;'s':5.-.V �'w.vi `::^s:. ff- ��>AY�Dt'_".?5+,.t•�S-4Ii-.2 �9 ,t. t'j^- -} �-�:}� .' f€:•- ?!���r4J:j.r .",.• -c .'r�i, $1�:F -??.i`} �'y•. -3 .. ' k'.0 ,T's-grr�. P .�-'F37�"'_rC`rri " }l , i' rr-c`,, 4. .e 8 r/'L.y,.ix...: ,- cfi-i•�'Yi.,. 1 '.='... !�','.�'';�F.� i"v- I�1 ' r �radnzV .3"t�,f ..�t,S�-,�r .,9-g{!"�,�,,'.` --��i�t}, .-- _•'t'�r•<.\-_....<`�1.i-..•?''-:'.`4-:.:.'�.•"'-••_h- �.l;, .`.a."^,:?,.a"E E>fr < +'�,.`a -•"��:n _.",�-": ;�-� •_ ` 1{l , - .^� -rv rtj{_Y =G.-_•}�j-- e �,�_ _;•�._.-. -_= _- -(2- 4� •V/�-(3�>-._(i-.�-6o?-('!- •• -�T1_4. ! /yE0 d. 36t.1''�^w �� t1`;•.'::�'r.y 'y.�S.�'i.^ _�.1�L,. _>^°y •_•`r�r, ',� W�:��O • `i �;�,pAj'-;•S"i�y �w .. `.� +.',l '?t, � z•s,:r 4i :.. aa6. ' i .:. + .8- [� 417 f �+ �{�i� ► f1 I T riC ) 7 6_�3-'•4••- -i ►i( 36.60Q O �Q �4 ©C Lfi) FINISH SLOPE 37.8 FG STINGCURB AND GUTTf;, N89'4600E 123.79 - FL) EXI RETAININGWALL -maw- ww.mo-.Nm w- .or -w- -Now- -vow- BLOCK WALL 38.8 FG '%6 FL 38. FL � SHEET FLOW (--. TW) (37.8 EG) EXISTING GUY WIRE CONCRETE COLUMN 39.2 FG FG No WATER METER r FIRE HYDRANT 3y.: FGPP POWER POLE IMPERAL IRRIGATION BOX 38.5 FL 39.2 FG CABLE TV BOX J7.©LMANHOLE 9. 4' ---------------- -----_--___-_ GUr WIRE -.D tFtr' 38.9 HP Ftf 1% y 7Y ,: N'97 00 9. ? - 39 EXISTING 6 Lb-iC 3J�D 39.65 FS j9.- FG 39. t F6 39.33 FS teVr♦ it 39.65 FS 38.5 FL EXISTING CURB dGUTTER6. .39 A FL 575 F 6 38.6 FG J CS1 ; 1- �° + --+ --38- --- --�•' "-- - 2 �_ (36.64 TC) (36.42 CL) (37.8 EG) 38.2 FL "'t 36.13 FL) S89*46 'D4 "W 130.4 1' (38. S Ei; ► � � i {44.4 TLV) EXISTING 6' BLOCK WALL (44 4 ny) HIGHEST EXISTING ELEVATION ON LCAT R = = 15os0.00' " R Underground Service Alert i0 27 • 00 T 47.6.3' 1 I 1 L = 95.L0" LOT 173 �� { it Q�tO�ESS! K. .38 91 FF, 0 No.C52260 m EXP. 12/31/02 ctyl 4 OF F fin•^..-_ _.....--------._ _...... _.----_.. _'-�--_ _ PLANNING & ZONING COMPLIANCE: DATE JERRY HERMAN COMMUNITY DEVELOPMENT DIRECTOR CITY OF LA QUINTA DAVE CITE OF LA QUINTA GRADING NOTES: 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. NIA DATED: NIA PREPARED BY'' N A TELEPHONE NO.: NIA 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL C_XERCISE SUFFICIENT SUPERVISOR)' CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. J. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR, AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 27*. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 42, FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.57. 9 ALL FILL MATERIAL PLACED UNDER THE STRUCTURE SHALL BE COMPACTED TO NINM'-FIVE PERCENT (957) RELAT 1VE DENSITY. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY - AS DETERMINED BY THE UNIFORM BUILDING' CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENS17-r SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY" ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" CRUSHED A.B.. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APROVE THE FINAL STREET SEC.'TION, 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF 'R°' VALUE TESTS. FOR ROADWAY 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 PLACEMENTTO PROVIDE REPRESENTATIVE TESTIPG OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSIT)', WHETHER SAND CONE OR DRIVE RING SHALL BE .SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY' THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14, ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING, SEWER, WATER, ELECTRIC, GAS AND DRAINAGE, 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL ENGINEER SHALL INCLUDE 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 BUILDING PERMIT(S). 17. THE CONTRACTOR IS REPSONSIBLE TO PREVENT ,SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTIONIINFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE. CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. NOTE.' QUANTITIES ESTIMATE SHOWN IS FOR PERMIT PURPOSES ONLY. IT IS THE CONTRACTOR'S RESPONS161LITY TO DETERMINE THE QUANTITIES FOR HIS BID AND PAYMENT PURPOSES. OUANTITIES ESTIMATE DOES NOT INCLUDE CLEARING, SHRINKAGE, SUBSIDENCE, ANY' OTHER LOSSES, OR ANY GRADING OR EXCAVATION COVERED UNDER A SEPARATE PERMIT, EARTHWQRK QUANTITIES ESTIMATE: CUT = 0 CY FILL = 570 CY u NET = .570 CY IMPORT V& . 0_ Ct_jaT= PON' 02073 41-625 Eclectic St, Suite C-1 .I rt t h e Citjj o La Quinta SIII tT NO. 19F 1 J.y 4 Civil Engineering Land Surveying Polm Desert, California 92260 (760) 346-8015 Prect"80 Gradibg Plan DESIGN BY: F:' I-< FF. f,r www.feiro.net Fax (760) 346-2548 lv1 174, Desert Club Tr. Unit 5 per B 21161 OR DRAWN BY: I� k< F � F^Y•'" � 'Z• Nim HjeFied4iMj. &1G. EP t? UNDER THE D/REC 5tlPER tIS(t1N GYf / ! ! 51395 e o i 1 I t o C c . Yf 02 DATEJU f i) EIRO 67C91 GPO 1 JN GINERRIN-G, ioc ol70/d K. eiwo v OR. CsoeZ Cor,strtetio�x 67C-0,91