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Home My WebLink AboutParcel Map 8248 Parcel 2 Precise Grading Boys & Girls Club GRAD/NG NOTES � • ,�� p 1Z.-I 1 7, P • f P' P 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER P �c � � � 70, AS AMENDED BY ORDINANCE 457 . 0 dt 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT PA F1 4 - � �10Do �� '�,� '� OR FILL IS LESS THAN 10 FEET, 2% IF CUT OR FILL IS GREATER Ni��-.q°I� �`_ �� THAN 10 FEET . DRAINAGE SWALES SHALL BE A MINIMUM OF 0 . 2 FEET �,,p f r r ~ o►~-- f - / `J DEEP AND BE CONSTRUCTED A MINIMUM OF 2 FEET FROM THE TOP OF CUT OR too' f�- �� FILL SLOPES. (A.DS 02816A11) 04 5QUIV>a T .� --- / 3. MAXIMUM CUT AND FILL SLOPE = 2: 1 . 01.9to TOP of ta¢ATt✓ 00.38 OV. I2'. - Q 4. PROVIDE 5 FEET WIDE BY 1 FOOT HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5 FEET HIGH. \ .�Ih1�QLl. l� L,F' i2 Q.DS. 5 . ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT Firr, LDC �oulVAj Il?dr) ar 1% \\ g�dTr lbs oo. ~ _- CONSr. TEM . p,C. s�lALE i06rA1/L 4 L� 1/1 AD5 St I W,T,AIL, A ��' 0 1 .Op' 2 �_ SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN r -1Z ptP�CD1� EQUfV�► ' g pETAlt" t�1 � �` --� PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT �v � �, 5A 5 y,/�� r 000 FOR ALL FILLS OVER 1 FOOT DEEP . Aq, s2�,� �"� II9��•D� 03 �' 6 . A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA 04 _.• � _ " J o - - '-' __ _ _ A r - ___ ,�, � _ _ • � WRITTEN CERTIFICATION OF COMPLETION OF ROUGH � � ENGINEERING DEPT • 4 2.23 Io HC -�`--�D-3--4-0��------------ `la03' GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO -fir LL ISSUANCE OF THE BUILDING PERMIT . CERTIFICATION SHALL BE TO LINE, Al ' r. a�� .: ��. � � ��r- � � \\ �/ / I � � GRADE, ELEVATION AND LOCATION OF CUT AND FILL SLOPES. • \\ �T- A G• �A��MT ti ��'o�`. '(� I �� L��IJG p�0 . ' I 1 - p 7 . PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM FLOWS, I z�c � a� � 1 �' '\ � �-� F`� Ery 4� �o 'C/ •' tm .F I DO�•(,1D M - � �h 1 �7�5I�� E3Q CONCRr PDQ. PAS 2 q ALONG THE TOP OF CUT SLOPE. y 1 o_r'. /N �--�-� o P.M. X2,04 B. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER �� -�-q _%�= \, / ,�v �,o�`4`? aF2 ) �` 4� P�.• 1401•�0�= • c �°�ti �/ 2 .n ti Z - �`. a ��r o �\ �I-1 32/I[� 18 THAN 1 FOOT . . .\ o p� . _ r7 90 v 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH THE RECOMMENDATIONS _ .t I 1q of \' 1 Ovti -' -. I ¢ ti� b ti kAM ' - - ro OF THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES , DATED 8/7/91 TWO SETS OF THE FINAL COMPACTION REPORT \\ , I� ,��• o\0 0 ��y �. I RavF ►tIJA�� 5Y5T�-tel 3 ��• TYP �q, � . r�-`' �¢6 • �a� SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH \� �C~ 0 "�" �� (03'1 2.0s7o / AI,� Appy I GDUf•1DATI0r�1 � ,e,l�l� �9 _� F _ __-__ tom-- SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND \ 4 POLYt��1.t✓ L I __ _______`g3.$ ��_ _ CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE TAI.151Tiptil t-' Oh'I (�„ \ �• '�' 3+ 0\-l�, I 30 (p COIIICr� �Qt3 n�� hl.A�-�D �t.�D PArIo s- - - -z- 1.DOea r�... .� -� ��.____._ -- - 'Ix S�,GTIO►.1(D� ' tig' � , r' _ .• • _ - ;�_ qq lain q-�'01"u/ ;- RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT . Q�AGL 01' WALK, , . ,cam O J 3 / b� ` T 'A6. I o� = - _ T 10 . THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 601# 6I 5 o Orwr- /AY o°` �'-�-� • \ '0 ti �� o, .�_ 193._ __� - ., - DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH �\ ti �.00 _- 1. _ _ >✓x r, r , I5 0ti LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE 25'" ftl �� USS J 5v/�� \ �� ~. _ - - _l_ o2' APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT . \ • Id 3 �� - Ig PHONE: (909) 694-6411. '�\G • -� 5 �- ��- -ter --` g c �.•" _ rJ •-'-�»- - �-- - �• o 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 FEET IN VERTICAL HEIGHT AND \ .• `3 r ~- ------ �� , . - ® Ss `� "� FILL SLOPES EQUAL TO OR GREATER THAT 3 FEET IN VERTICAL HEIGHT r� �' o - goo g _ _�- _ �1 !�p�f'Of''�_ _ _ SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE �. . �: \ 3 3'6 23 I X57. Z 985,.._ A _ -�----- LEGEND \ t" o .\ � �� -•---- ��. � � SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE �� took ' .� •� s��e - 5 --- (,p��T� \Q g0 � 3At�D�riv 1. F A Q,G •'ph r �kGj4.'GZ IAC. NO. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION . FWNVL,10� �I.rVAT00 - • '� �15-rAU. A.n� 146f0' ,41� • .•� S�z �Z � , T 1..2�� r / % 12 . NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS \ - LAtt � ��n �TIDI`1 (D� �4) R F WEEDS DEBRIS TOPSOIL AND OTHER DELETRIOUS . � - o s � BEEN CLEARED 0 , F y 1%I!~115NEG SU�FAC.� �1.1✓VAriDtl ,�,� ¢12 -wr 3 32'k.' �P.uII �Art:•P.di• MATERIAL . .• '.c��'�' �,��-� INV"%898•S� 10F OF CUM e-4,PVAf°IJ \ w • - ' ' Q f � �A .� ETI�Yt.�u� ,4 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, \ ohs _ P V/NG NOTES a,OQ C) I=!-A told SF.�T►OI,1 IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR P�. PAD �I..�VATIo�] � .• � o a . • . Q - � .\ y 1 . MINIMUM PARKING LOT GRADE SHALL BE 1% . \ b 4 o �. h FULL SUPPORT . PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS fF �1l►�Ih�l�� F �1 •VAT11��1 \ ' •�\ , ' S��r D' (7�� ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL . '� 0"� 2 . MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0 . 35% . f DD-f �xt�flllh Cpu�. \� h� "��`� aav� 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION 3 . AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL UY Po1/. Po�E PRIOR TO PLACEMENT OF PAVING . SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT IV TD 13� r�t.a��17 �. PROPERTIES 4 . ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. �� 105(A1 , tri lo, I'LL A•05. I.1-IL PfP� ��, DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE / (OL 6QUIVAL,") AT 11# APPLIED AT A RATE OF 0 . 05 GALS . PER SQUARE YARD . ASPHALTIC 16 . ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 0• EMULSION SHALL CONFORM TO SECTIONS 37 , 39 , AND 94 OF THE STATE FUNCTION, ESPECIALLY DURING STORM CONDITIONS . PROTECTIVE MEASURES I � IM_, 4V��f STANDARD SPECIFICATIONS . AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT A Ik�9.lo Puw� ST�� ADJOINING PROPERTIES DURING GRADING OPERATIONS. ZO�DD.DD � �Il;br 5�1'��r 5 . THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK 17 . STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE -I WITHIN THE CITY RIGHT OF WAY . TENTHS (1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER 'TO THE BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 ZL CONSTRUCT/ON NOTES' ACS' FEET IN VERTICAL HEIGHT . UL \�,9 �,� D¢ 6 . TWO SPECIAL INSPECTIONS ARE REQUIRED BY THE BUILDING AND SAFETY 61TY OtTEMECULA �. ati'�. DEPARTMENT . ONE INSPECTION AT THE TIME THE BASE IS PLACED AND THE 18 . A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT Tz 6.f CDtJbTtzlaCT Cvt.1c��Te, bIr2FWA1,w OGTV- N0. 301 0 • . 1L SECOND WHEN THE A . C . HAS BEEN PLACED . CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC -JXAr53oD b.f 2 C0K15 eLICr Q ' A.G. FWV,10 Oa 0.3 ' CLAbS A5f,--VIa0Fb6 0 Y�P1F1FT7 60IL6 F,94IJl f-lr - �gl Z 5 �" • ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA 0 3 7 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE „ _ • _ . ` •" I?UC• �� plJsfQ.lacr c.�G� Ot�fl.�f �� LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT 107 �'F Q3 wQ6TwCT [� WQr,P�T� CLIZa IM GTY � 20t,. (fYel: n) 3 - OQ P CI r ECUL PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT CU�� fAC� UTILITIES . THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO GROUND SHALL BE GIVEN. 104 �� ® tW0jT UCr rp" t:ot.IC,P � tdfz6 41idff� P�81fy 6Tn fDO. Cr I°I: A-co - : . - , , �ro Flo. 3oz[MoD t CA .a, \ -6411 . 0 ` BEGINNING OF CONSTRUCTION AT (909 ) 694 (`i EA. Cof`15rP.1.ICT TEMP A.C. VR1 VEk/AV APPROACH PER CITY STU. 207-MU1JlFlED _ • . ' , �`�'� 1�� ' aJ I►.161'AL� � l,.F IL" A 0'6 �l-1G I�i 19. EROSION CONTROL: �� ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA __ °3 OL P \ 8 . A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95% ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. O� -- - Q 1 Q Z Z ' SLOPES OVER 15 FEET IN VERTICAL HEIGHT, IN ADDITION TO GROUND D A1L M `\, COMPACTION OF BASE PRIOR TO CALLING FOR SECOND INSPECTION AND 134 LF 10TAW IZ" CP�' �d5. L�-IZ D� FG?talV•) �'� 1 6{,0' NOL. PLACEMENT OF A.C. PAVING. COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR 05fA"ILo \� 1, .4 ,,,V64¢(- COMBINATION THEREOF . SHRUBS SHALL BE PLANTED AT 10 FEET ON � 6fA1/L,, I► /IU, MAltJ (Wtp 2610 A4 of. �Q01k0 �,�� .�G � � CENTERS; TREES AT 20 FEET ON CENTERS; COMBINATIONS AT 15 FEET ON 101 L.17 g CO ST2UCT TEMP A.C. DIKE �2 CITy 3TU Zll �� a�' CENTERS . SLOPES OVER 4 FEET IN VERTICAL HEIGHT SHALL HAVE `.7 PERMANENT IRRIGATON SYSTEMS WITH BACKFLOW PREVENTION 1 &t% S.F. Io CN9TQUCT TEMQ 41.C. 91PEWALK � BENCHMARK ENG/NEER S EST/MATE 01� EARTHWORK CYJANT/T/ES DEVICES PER U. P .C ., CHAPTER 10 .r . STANDARD BRASS DISC STAMPED "J-63", AT TEMECULA, ON MAIN STREET, 100 EXCAVATION 477 CU. YD. e FEET SOUTH OF AND ACROSS THE STREET FROM THE POST OFFICE, AT A HOTEL 20 . FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT EMBANKMENT 220 CU. YD. LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET . BUILDING (FORMER FIRST NATIONAL BANK BUILDING) , SET VERTICALLY IN THE r5 NORTHEAST CONCRETE WALL, 1 . 5 ' NORTHWEST OF THE EAST CORNER OF A DOOR EXCESS 257 CU. YD. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE \ COLUMN AT THE EAST CORNER OF THE BUILDING, 2 . 3 ' ABOVE THE FIRST PERMITTED . CONCRETE ENTRANCE STEP, AND ABOUT 2 . 5 '5 ' HIGHER THAN THE STREET . QUANTITIES SHOWN ARE RAW ESTIMATES ONLY AND DO NOT INCLUDE „ 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE ri �LD RIVERSIDE COUNTY DESIGNATION 600--7-68 SOIL LOSSES. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. T 97 t�®QO �1 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE :. :•" DATE: 1 o SO/LS ENG/NEER �-�� Fy �x-\ '•' � G, APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ELEVATION: 1005. 651 LEIGHTON a ASSOCIATES w `, ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE 40935 Count Center Drive Suite A �D APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY bCAI.Pi• I 2v a y FOR REVIEW AND APPROVAL. Temecula,, Co. 92591 0 Ad N (909) 676- 0023 APPROVED BY = III UlC ��t[ M� '� Fes' PAS REVISIONS PREPARED DER MY SUPERV 10 ' PREPARED BY. UN SHEET 1 \ tza.< <a /7.(T7 C� REV15EI7 GURO OUTLET t ELEV'G. 5LM lo- I1-93 MARKHAM & ASSOCIATES .� CITY F TEMECJLA w ,• /7 4 .754 WINCHESTER ROAD, SUITE N f.3 a ' A -OUILI C4NS_'_rQ_UCTiaN iTp_ 'o-15-94 r .�•.E. NO. c''_�4�i4 DATE RAY ND A. CASEY, PRI IPAL EN ER TEMECULA, CALIFORNIA, 92594 PLOT PLAN 248 OF 1 CITY OF TEMECULA F,EGISTRATION EXPIRES: 12/31/93 R.C.E. N0. 41880 EXP. DATE 3/31/96 - (909) 676--6672 p - g ,� POR . PAR . 21 P . M , 8248 SHEETS PREPARED FOR. BOYOS & GIRLS CLUB SCALE: 1 20 TOPO SOURCE. CFC . �!V 00s f, TA C�•I=-� 27475 YNEZ ROAD, STE. 232 P°Gf� or 6�' 116, (0 5, t.5%�]I �&ET 3 °F t. PRECISE GRADING PLAN TEMECULA, CA. 92591 >=WOV f 1.AIQ Front FW,A. PATI✓ D&v?a�•3335 D (909) 699-1526 DATE: 9/11/92 t7AT�t7 9 ,D-> f Soy �3�