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HomeMy WebLinkAboutParcel Map 19677 Parcel 3 Precise Grading 6 S °�}a A c (4`` •t�j PAR 1615- `^.',Z.` 1 V 1 vAt�}Es GENERAL NOTES .AY R►�� -z®f M�� � sT Yu�'�tz�. 1®{o MIN 4 C l6"r-, • I !o �{, /z2:I MAX 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE "'oMIEy. Z-X E "�-� c7T �T�C.VEZ(�j f ®�� ° I CHAPTER 70, AS AMENDED BY ORDINANCE 457. ./ CIO E1 ` I �(�NDse�aP)�t(r I �� • „ .1� ®� 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% � IF CUT OR FILL IS LESS THAN 10' , 2$ IF CUT OR FILL IS GREATER ,• �k. �1 sLaP'' C� `�6 C{ � � a �� SD a =71 �rv�e �� t, �/ I����® p(2 ® 1 ��� ,q [� THAN 10' . DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND f ) G fVPcREL1S� BE CONSTRUCTEDs A MINIMUM OF 2' FROM THE TOPDFCUT OR FILL SLOPES. t L f ' ��'� � 77041-6, ``�� �.� t ° � (� �c �~ � 2�°1 x '` 5 � � 'G', • f� � l� 3. MAXIMUM CUT AND FILL SLOPE = 2:1. ® - � e 4. PROVIDE 51 WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP - _ ' %® �® OF ALL FILL SLOPES OVER 5' HIGH. ���--." � n���• 2,.I��� / �� T T l2 1•�.)Tom.-16•l0 REMOVE STORM, �"-® I 'j•'1 ° � ®® 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A TIC. � ®���® }� pGy®��/ I I 7�p.�j�J r ® ® COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN ?7 �� �?�' ('x'777 TG. PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT eb (7-7. NEW CURB % FOR ALL FILLS OVER 1 DEEP. / c T ' �p SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH ✓.°? - - 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND E] O GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO p ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. ` �• 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS, STC>g '7f6,06 ALONG TOP CUT OF SLOPE. � -' PTS• 1 �Q' K. L D 2 3 o D G� .�OO 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS COW ®/® GREATER THAN ONE FOOT. N. 9 . ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS 77=7OF THE PRELIMINARY SOILS INVESTIGATION BY HIGHL-A1VD Ca C . CONS. STS2k}G{U 1 �IPp (7B t. R ( DATED A?AY25.1g88. TWO SETS OF THE FINAL COMPACTION REPORT 1 SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION \ ^� \ � eJ `l t�•� . I / THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE VERT 2- PVC �^ MATCH RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. DG D f YER LU 10. THE CONTRACTOR SHALL NOTIFY THE GITY BUILDING AND SAFETY \ _ �y� . _ ' �•C�' / `� (� s' `/ DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT x,{{+77 GRADE AND DRAINAGE INSPECTION. THIS INSPECTION `T PECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. IK`l �Y qp ° tvt` ' s\ �l{1 - - 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 31 IN VERTICAL HEIGHT K/ •° )l�^ SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE �1 PVCPAD •� / FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 P • ®f !Jr6�eG. , 'l 6 y 12 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5;r� PRIOR TO THE APPROVAL OF FINAL INSPECTION. NO n ! 12. NO FILL SHALL BE PLACED IN EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 2� 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE 1 / G' <P�� r7 (�° L 777_ 0 �0 ® PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL 6Ji� C � r7. ®� l� �� 1. SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A / �GJ S® �\ C ® C� a° J J ® REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. v 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF Ff- \k PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT �-7-7,0 1 C) h K. / PERMANENT DAINAVE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROPERTIES. -} -{ 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. ' '� w `1 . `T•G• �.x. Eg" R,C.�. C� r�,SoO/o /` ',III 16. TING GE COURSES ATCN THE --- / / CONTINUE SITE MUST L TOISFUNCTION,, ESPECCIALLY ODURING PROJECT CONDITIONS. p �7 �� ISLANDS- USED ETOIPROTECT SADJOINING PROPERTIES DDURING EGRADING IOPERATIONS. T. BE � (� ( i �•�✓D/v � � .; 7�.►2)T°� �xlsT 12" PSG �o.��® ISLANDS- NEW CURB _ REMOVE . 72.5212 I•E . I L T ��®• �{. G 7�� r U' �7I•�D�I�L"I•�.� "T7T°G, C�j S S 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND A�� Iry ® �y2�� �' � •�� (?7�'�- ^�-- t } 1'1'1`6,/ TG, T ��� , FIVE TENTH (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE �• �`` ` U' -- ---- -�(�7 ``" CJ �O� l�aa "!t� �T•f�T-C (CMAT TCC- / BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' mP ® [V G� 7�� IN VERTICAL HEIGHT. - - - -- - - -------' �� � (' ®��7 EX, CU�� eK°"�c 7�°i �A /BJ ���� ���� - _ �� �®` ,ho ®� v v , ° '� •�I `��C�� / A � ` - ®�� t 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL A�° ® - i<X (� 77 t() �t �� /® SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC 66 0.Gp ( 9� _ L RESPECT TO MEAN SEA LEVELELEVA)IONS SHALLRBERGIIVEN. IFHANELEVATION ELEVATIION(WITH RESPECT TO ADJACENT q� GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE �® GO 'Z®p I G�,� f �/•�,llV \ CYlSr INLET F.5 �� !� `?� ADJACENT GROUND SHALL BE GIVEN. " °�°�, 'E ;\ �; (�� 'C°�° °'r� I •® 1@/° � -�s lA�� a n� O�aa 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH � �y! ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND �f{ ` t ®© `� -<81)-� I �� Qc� R I �• -- COVER. SLOPES OVER 151 IN VERTICAL HEIGHT, IN ADDITION TO GROUND !� 1 o �• ® COVER® SHALL BE PLANTED WITH APPROVED TREES , SHRUBS, OR ]11 COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT ld ON CENTERS. BLDG F �" I) I ��� �}® � / SLOPES OVER 41 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION J ®ice SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER �. <T®� �� 'G (. �lo• 15" 1,E,oa1T t �� �Ca. �- 1o.R.;�'R�> �,zo o,c. ; corAi3)t�RT1o�tS, IS'oc �� / 2 • �' "7 °° T -7 db n I `T� (� 1.� !A/ L6jl $ ��• ° 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT SIE {tJ /$1 fill ox �� T ® �F� ,{�, /1� •Y T�=�S. �j, x ��* (7�� �-( �Z / L NOT LESS THAN 1/211 PER FOOT FOR A MINIMUM OF 3 FEET. \ ` , `}�? , �� �. °G°Z11® • -� •• 7%" ` O�PAD ` t�, 2 - �c Ce°� 21. "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES 4 SHALL BE PERMITTED. 1 ® ��� �P �° �� J ?-7. . ALL PROPERTY CORNERS IN THE ® �I� �U IWITY RS SHALL BE CLEARLY DELINEATED �P /', Z-! �t (� 0. �� �,� ` p® 2je ( �. ss 1 �'I / n FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. AL 21q.9I! � � G.D :lV � N ;•4 �' `1`1' � lav r� �� �. rSCE EGET. F` PAVING NOTES 44 V�u `� Ii° 7�• !� (�} ® ep �sl� . 1. MINIMUM PARKING LOT GRADE SHALL BE 11. 6" CONCRETE } { !` ` ; �' v1° �} PADI\ i ,�° J ® �L °��� 6TH ° 2. MINIMUM GRADE FOR RIDBON DRAINS SHALL BE .35%. FIF 78.50 p(p Q �~ I �� �{G° • �O I G• Ni 1L1 T (? 0 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE NV U p Qu I (Q °� ® ' �' GPAD 78.08 I �' r� I _� fl® � C` } ®� �"°� I L'°� ° SURFACES PRIOR TO PLACEMENT OF PAVING. V V �X, ' I �� af !P�D 78.08 �/(!J•bi �{ II �� °° PERF. F ( �, C' °`a /• / gp� 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN p l � v � I G. Fa i i } III � (/J ® ® I I • ®�® • -p� G� `� , FOURTEEN DAYS FOLLOWING' PLACEMENT OF THE ASPHALT SURFACING AND �V V � `'�• ¢ 2 �� �b C,• TG SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD Ili ® Cj 7�, G G �° -- "f}�/G rl, CONSTRUC 7 ' ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 39, AND 94 OF THE e �° r2 1-10 STATE STANDARD SPECIFICATIONS. a SPECIAL NOTES PER R1 V. CO. STD t � �II 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THECITyOF 1` •• ® ,9 ® �v /�,� TEMECULA ENGINEERIN& DGn FOR AN ENCROACHMENT PERMIT FOR ALL WORK �® l� PAD ® ® �� ® (U / n� G} 1• �' 3 TC• 1. EXISTING TOPOGRAPHICAL INFORMATION SHOWN IS FROM A (�(r' j ®/' , �• / \ �. "� �® (p°' TOPOGRAPHICAL SURVEY PERFORMED BY MELCHOIR LAND SURVEYING MARCH l `° ! I� , �%' it ® �y� !I, �,(i' 0\ ,1h,�i ®� � I /CG /� J7 ? �7�D7� �U�� 1990. i •I t�'d�' ry� I ' \ 1 1 l ! �• J�® �e/ 6. TWO SPECIAL INSPECTIONS ARE REQUIRED BY THE BUILDING AND ! �� ® �'' TG. „ SAFETY DJPARTMENT. ONE INSPECTION AT THE TIME THE BASE IS PLACED 2. USE 3 AC ON 4 CLASS 2 AGG. BASE FOR ALL AUTO PARKING AREAS (OI'�+- G��o r_, _ _ ® '� '' 9`��I q ^( r,' ,(� � C ��O �• 1yl (a � ° 7� �U�t. ' �r r AND &f•'1 AC ON 611 AGG. BASE FOR ALL DRIVING LANES AND TRUCK RAMPS. AND A SECOND WHEN A.C. HAS BEEN PLACED. `f.1�� G�•�9 '� (I ��I ��j �•y j �° C� ® �� P / e ��/(a/ lP� / gyp ' C+ 7. THE CONTRACTOR SHALL BE REPONSIBLE FOR THE CLEARING OF THE !!� �'�Jo/D ( �� ��e p� �° �� `� UJ//® L N e '( / (e'eU� 3. UNLESS SPECIFIED OTHERWISE IN THE SPECIFICATIONS FOR Till (Fr, II (� PROJECT, ALL WORK SHALL CONFORM TO THE COUNTY OF RIVERSIDE PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING i t•��� ` y r" I' ��V I �°�C UTILITIES . THE G1T`{ ��� �� ® ^' > (•G STANDARD SPECIFICATIONS. BEGINING OF CONSTRUCTION ATHA(714)(a91-1 (aL(O® D 48 HOURS PRIOR TO G�;1N f� ---- '- 4®r �;` M X t 4. PORTIONS OF EXISTING CURB ARE TO BE REMOVED AND NEW PARKING .�. l�[ -77 I TIC ° � � �� ltl G. {°o e (� ISLANDS CONSTRUCTED WHERE SHOWN. 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95% •r L / aas ��I � `Q `t` / c COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND � C. ® ® -P-G+, "��((B/� a ®` ® G L e maTc- {}�ES51 PLACEMENT OF ASPHALT PAVING. mak/ j p, \��II °�•(, '� �,`'� � ° 2 ��° % ` ! �( T } "gyp �7�1 , --, °1 _ .77' 1t 1 1 I q \ 0 _ h r EXIST. CONTOURS (77� 248.94' 713. Q e ° ` � f� `° L� 7 �7 C,J tit udc \ ° �9 t�° +•�lnt r.� r 1 (9 / i PROPOSED CONTOURS �, ,�, •7 ° �• rtE m 4> ✓ '�� G 6�°3� t�"t.� C'm � TG. �C/ �' �� `� �No.S239) I �3I��O C�a cj G / / 12 31193 ,� ® T. TOP OF CURB •T:G° 7 , v / �J r" � �° GrC� ® i�"`�° �� l®�®, • ,� �,• �, �® f y F'L OW LINT .t®° `���� �t V l�- ��2 ,•''� I � ,'A ! ` r' �i f 2 a IFiQD (72 °�' 7' 4> �� N11 P E \ �� �,� ��� N HIGH POINT F'�,c CAI.1F�'A CY Z;E a��' ��® `^\ 6 =° OFFSITE - TT 1 c 11 3 ° P.C.C. RIBBON GUTTER - I L.P -1614T. ° °1 " 637.24' \' % tier ,�,N ► PERMISSIONT T A fG 1 �G. (� 1 �® tofo ENGINEERS 2 OGRAPHY {.0.830 l� °T I t°� �G 12 �" ({ I KAHR AND ASSOCIATES T �1I�' " �'�c/4 f�•P. FLAT GRATE INLET = = C,4LTA ®f Y E 4401 SIA"dCHESTER AVE. SUITE 107 TOPOGRAPHICAL TI 17� 1N f 8 1 a _ ��� sP,NoTe �' ` ° :<�Ct�Z ®`Co ENCINITAS , CA 92024 OBTAINED L Y Y L CURB INLET RIV, CO. DRW&. NO. ®2 Q �° � (6I9) b32-1941 L SURVEYING, G L I G 1 � coe4e• -r3• P�tZ , it 3 a, , 1 R.0 PwGr.L I[] PROPOSED STORM DRAINS , 5 3° - -�� EARTHWORK _ CUT: (��00 C.Y. ° "�� • ,�-� �6��y�. OWNER SOILS 1 FILL: 7c)00 C.Y. C� CRETE �U (G�Hi RIV.C®• DRWG, /VOA 2OL 1° ° o KOLL BUSINESS CENTER- RANCHO CALIFORNIA HIGHLAND GEOTECHNICAL CO.ISULTATS ® 11¢0 �• UiilL�S� �{ fLt�st� � �� _ 7330 ENGINEER ROAD LOT LAYOUT 1532 SO® COMMERCENTER CIRCLE NOTE: GRADING QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY AND CONN. CURB GUTTER 3 RIV. CO. DRWG NO. 200 ��� SAN DIEGO, CA 92111 SAN BERNARDIYO, CA 92405 ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. �, 1 •• v ( 619} 292®SSSO ( 714} 854-5525 G(N65 CONSTRUCTION RECORD REFERENCES Sy REVISION4 Date � d BENCH MARK SCALE Office Designed E3 ®ra�r� I3 Cheeked S APPROVED Y: G KAVIN FL.AR r-O ,, Drawing Contractor __. C 1 C 0 G PF ns star „�STAWW'RU 35-A-43'SO.OF , FieldPlans Prepared Under Supervision f , T T 7 ' f4-0 Dote Completed erticaI S.X Date' ! ? TY IT I / �- 11 1 ®� t!2/q o FLUSK ELEVATION r.��3 r®f is C.E. a. 23207 rLbI4 DATE: CITY T LA ® T10N Cf FAKe-,EL lm Sheet ( ®f DiE*MRFCM POS CT IX11 Na 120513 I i IIII'i II I j 63'-0" 6'L 72'-0" — — — — — i N 63° 32' 19' E 962.77' 7Ti L> r 4 / / I / 34' " /0/ _ F:f / , I r 4 j� 14 ffi'-0' 24' �16'-0" 12'- 90'-0" I N o � A ry co ' 0 t 4 / A , o r A I f A Lo - - in - , A o I _j Lj I C; / 6: I Ca A EP ° Q '�,► N �' (Yl t N• R �'-0" '1' F26 0" B' 288'0' B' 24'-0'FZ LID 16'0" 10' 135'-0" C i ® / P Z �( „ d Sz<Go N p�R� OuEt�F1 ow \ p "SSE (JE �)L BHT Z o"a a 2 a"� 4, 0„� 4 2' o"� 5'o P I 4 4 CU 0 1 I(AL 4 m I K• 24, ® 2 _ ' 0 o zae'-D' P -a sp- rLo ED m `TaC.lC I n 16' 24' �' 12'I l 0 ® ° �v -- f 60 A.0 dTt-�IGK A �° I��C� ��' i-���s .� ��[� i i 9 6' 9 63'-0" 4 Co 9' 0 9D'-0” I11` \ I Ca R• P �m L CoNc•�.r-SPLASH PAD P� ^� D' G°° ��IacpQ 0 �� INTo �6'l Bi'0" I'(p'� 2 U t ® 3'v� 4 Gr{oUNt��' r5� � RIBBON GUTTE � [c �'o" 24'-0' 9_17 OF N S\PJ SID INVC 2'-011 111 �g9.03' 6, w 1015 ®l fix' CONI. - 0;5"De(lP C-0Ol• DITC,14 • N. SPLASH WALL DETAIL STE 24' 6, Ca Ij o. 1 'fYP. 6' '� 9Ci9►! ads City 2° v" 6' F CALF 4 i Underground Service Alert ® r 6' DESIGNED: 4401 MANCHESTER AVENUE , SUITE 107 D ! ® a� o ENCINITASCA. 92024 Ph: (6191632-1941 DRAWN 422-4133 1" = 40'-0.. J06 No. CHARLES S. KAHR R.C. . 23907 DATE TWO (} KI DAYS BEFORE YOU IC 10 2 30 40 100 REGISTRATION EXPIRES : IR131173 SEEM MEN=ONE=am=MEMBEEMM'l III! MEMMEMEM momimminom EENLIESSENNEMEMIEM mm 0=11 MEN= RECOMMENDED FOR APPRO DATE tZ 7 i SHEET O. APPROVAL NO{�-I Z� I /�� c',•� I� ! 1�"G �` f®� " DFPUr•r Cir)' ��JGIN� R.C.E. NO. 3125 - EXP. DATE C�/3®/�2 [�-1�NCHv The private engineer signing these plans is responsible for assuring the accuracy DATE APPROVED BY DATE PLOT PLAN 1 OF STS. and acceptability of the design hereon.In the event of discrepancies arising after FILE N . county approval or during construction,the private engineer shall be responsible DATE Y ARK APPR. DATE CHECKED Y ALE 1 ,i® I for determining an acceptable solution and revising the plans forapproval by ENGINEER REVISIONS DATE DATE 2 r] c c . FOR W.O. the �rtp. DESIGNED BY DRAWNBY G.G. CHECKED BY R.C.E. NO. EXP. DATE vG�. i Ic