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HomeMy WebLinkAboutTract Map 32437 Lot 7-9, 29-38 Precise Grading GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE STATS �GR,QzFr WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION � �g ACTIVITIES. 216 pR/ 2. BUILDfNG PAD AND DRAINAGE SWALE SLOPES SHALL BE R MINIMUM 0F 1%. 1ASE 6LOTSNCS' DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A9AND99PRWECTMINIMUM OF 2' AWAY FROM THE TOP OF GRRDED 0 S. FINISH GRRDE SHALL �5�/C LOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR ■ P � O A MINIMUM OF 3 FEET. p 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2 1 . ecise �G , in- PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED In rp"111A ItJ SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS Of ecul'a State cif California ,TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES.. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SAIL ENGINEER, OR ENGINEERING. GEOLOGIST WHO. SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. -� 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH y� GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY � SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED FEBRUARY 17, 2004. - VICINITY MAP TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION � NOT TO SCALE THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY 58 S9 6O 8f 62 � � 23 22 21 2O SOILS REPORT. � 2e� HIGH POINT 01 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEST 48 � PAD ELEV. -o. MIN. HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. i ,// THIS INSPECTION MUST 6E APPROVED PRIOR TO BWILDING PERMIT CLEARANCE Q R 80N DR1VEr FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951') 69'4-64?1 . � „ // sa MUDSILL 6 MIN. � � � 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION � IN GARAGE AREAS ► 1 AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY � � SILL IS 6" M'I'N' � 43 � � / � GARAGE FLOOR � I DURING THE GRADING PHASE. LEGEND i W 19 1S 14 •• :• : :` ABOVE GARAGE � �' � �• �" E.% � � Q '° � FLOOR. SLAB I VARIES �� ��11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, 0000.00 s� �� � Z� ,,,,� � $ ARI g*;k* $ � � I SC � WHERE APPLICABLE, GROUNQCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF TOP OF CURB i i � p�= * VARIES IN ACCORDANCE WITH� CFTIf CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. 3: I SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS FLOW LINE � � tj� O 18GARAGE DETAIL WITHBACKF�.OW PREVENTION DEVICES PER THE U.P.C. a i / � � �.. I PAD PAD � 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS HIGH POINT HP V �ij� a�x 27 Q 1B Z FF Z Z FF z � a 13 BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF W 41 STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED THE TERRAIN FINISWED GRADE FG17 MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. Z� f A REGISTEREDCIVIL ENGINELR, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL FINISHED SURFACE FS � ��, 12" MIN. ABOVE PAD ELEV. � z APPROVE PLACEMENT OF FILL. 40 � / " =�� I z � �� Z Z �. TOP OF GRATE TG � � � / � ROUND OFF TOP �- o � 00 13. TEMPORARY DRAINAGE SHALL BE FRQVIDED UNTIL PERMANENT DRAINAGE STRUCTURES � X �x ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING � / � P/C TOP OF FOOTING TF 5� R W AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING 39 i �, // GRADING OPERATIONS. 12 TOP OF WALL TW �i� 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. TYPIC A L SIDE YARD DRAINAGE 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS TOP OF SLOPE TS / �� � DISTANCE MEASURED PERPENDICULAR TO RIGHT ( 1 .5) SHALL BE SU6MITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED pRIV� / �// � � OF WAY Y % WHERE:. 18 MIN TD GARAGE DOOR AN 10 MIN TO BUILDING. CIVIL ENGINEER, SOIL ENGINEER', OR ENGINEERING GEOLOGIST FOR CUT AND FILL GARAGE FLOOR GF 0000.0' EM� � - OTHER PORTIONS. OF THE STRUCTURE SLOPES OVER 30' IN VERTICAL HEIGHT. ; ��, SECTI'ON Q ENTRAC E AN? 10 PORCHES, ES) MAY BE SETBACK A MIN OF 7 . � � � o° FOR REAR YARD SLOPES GREAT DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE. 16. A REGISTERED CIVIL ENGIfVEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTfFICATION PAD ELEVATION FE 0000..0. S , �j ER CORNER MEASURED ALONG THE PROPERTY SINE. OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION � �''� THAN 5' IN VERTICAL HEIGHT (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO FINISHED FLOOR FF 0000.0 4 � 4;•� aE-�F�F VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED c�' THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT 3 � 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES GROUND SHALL 8E GIVEN. WATER SERVICE -� 2 IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A 1 EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE SEWER SERVICE -� ENCROACHMENTS SHALL. BE MAINTAINED ON AT LEAST ONE SIDE. N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDbNG ADHERENCE TO, THE STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. DRIVEWAY �� 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. - - 100 0 100 200 300 F� NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 6" MIN. VARIES *** VARIES *** 6" MIN. VARIES *** P/L SLOPE 3' MIN. 1 ' 1 ' 3' MIN. Old ' 19. ALL PROPERTY CORNERS SMALL 6E CLEARLY DELINEATED IN THE FIELD PRIOR TO GRAPHIC SCALE 3 MIN. 1 COMMENCEMENT OF ANY CONSTRUCTION/GRADING. LOT NUMBER � � MUDSILL MIN. MIN. MUDSILL MUDSIL.L MIN. 6" MIN. INDEX MAP F� FG FG 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK W,IFHIN A � A 1 1_ ULC RIGHT-OF-WAY. UNIT TYPE/ELEVATION SCALE: 1 " = 100' � .o. R ;�: •�;,' EXTRA DEPTH 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT ••• FOOTING ..• AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS INVERT ELEVATION IE LOTS INCLUDED � 12" MIN. 12'� MIN. =PAD ELEV-FG DISCOVERED DURING CONSTRUCTION.. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL WHERE 2: 1 MAX. � BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. E NECESSARY Q BACKWATER VALVES BW 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 12" MIN. 6" MIN. N 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 21% MAX. MIN. 21� MAX.. 0 ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF AMOUNT 0F EXTRA DEPTH 2% MIN. a� STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE FOOTING REQUIRED O SECTION B B 21� MAX. SECTION �CO(VTRACTOR/OWNER/DEVELOPER fS RESPOfVSTBLE FOR OBTAINING THE APPROPRIATE � CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. EROS I 0N C0NTR0� T0 BE I N SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES �F�F� SEE TYPICAL. SfDE YARD DRAINAGEXTRA DEPTH FOOTING �-� DETAIL NOTES N 23. IF AT ANY TIME DIJRiNG EXCAVATION/CONSTR4JCTION OF THS SITE, ARCHAEOLOGICAL/CULTURAL. w coMPLIANCE WITH THE ROUGHRESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BEZ EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY DROP BASIS OF BEARING- NO T� a Z WN SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL DROP GARAGE �•X' GRADING P�A N �0 R TRACT 324J,7 � FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. uj W THE DIRECTOR OF PLANNING AT HIS/HER SOLE DISCRETION MAY, REQUIRE THE PROPERTY TO, FOR THE AEPORTIONAR I NGS SOFwTHEECENTERREON LINEAOFDMON ARGARITA ROAD AS PER �Q 0 4-2.9 5 G R DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT 55' AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT ON A MAP OF TRACT N0. 292869 MB 298/86-89. I 55 � � NO COST TO THE CITY,. IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FINS. UPON DETERMINING 55' I � THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION A S SE S SO R� P A R C E L Nl1N1B E R: 3 �r OF WORK. UPON DETERMINfNG THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, M THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR PORTIONS OF 916-410-005; 916-410-004; 916-410-003 CONSTRUCTION NOTES � QUANTITY ESTIMATE .� 2 � DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE N0. ITEM QUANTITY UNIT BEEN APPROVED BY THE DIRECTOR OF PLANNING. � LOT GRADING (13 LOTS x 5o C.Y. 650 CY o n=. LEGAL. DESCRIPTION � � � W O2 ir !INSTALL 3'� P.V.C. SCHED. 40 156 LF o v LOTS 3-4; TR-29639-2, M.B. 345/PAGES 1-19 W PEANNINC3 i DE31[3Fi ■ CONSTRUCTION OWNER / DEVELOPER OF MAPS RECORDED IN RIVERSIDE COUNTY, CA. O4 � CONSTRUCT PRIVATE dRA[N THROUGH CURB PER DETAIL ON SHEET 2 �3 EA ° j c� LENNAR HOMES O5 INSTALL 6" GRATE PER N.D.S. N0. 40 OR EQUIVALENT 13 EA o 40810 COUNTY CENTER DRNE 391' N'. MAIN ST. , SUITE 300 U6 CONSTRUCT DRIVEWAY APPROACH PER C.O.T. STD. N0. 207 13 EA TYPICAL FOO-TPRINT TEMECULA,CALIFORNIA 92591-4679 CORONA, CA 92880 J C D N S E!LTt N Q 961.678.8042 FAX961676.7240 • wwwRBF.com SCALE:. 1 " = 40 o m-,rv-t,2 a�mm! (951 ) 817-3500 LD06429GIR CONSTRUCTION RECORD DATE ; BY REVISIONS DATE' ACC'D BENCH MARK DESIGNED BY DRAWM BY' CHECKED BY f SCALE Q�4��SSfON � RECOMMENDED BY: DATE: /12��0 7 sH�r No. o 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �o � UNN�, � � EH EH JT ' ���� �� ����� �L� DEPARTMENT OF PUBLIC WORKS Q CONTRACTOR . CONCRETE CURB STAMPED "R[v�sioE HORIZONTAL � � 9 y. PLANS. FREFARED. UNDER THE SUPERVISION OF COUNTY BENCH MARK T-46-81 RESET 1997" EASTERLY OF THE CENTERLINE OF SR-79 AT o ` � ------- ACCEPTED BY: 1 - DATE: � - T `t INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE AS NOTED � �,60132 � _. � /�� R ° ...,,. �� PRECISE GRADING PLAN o � DATE: I '� d WILLIAM LL I AM G. HUGHES DATE- Exp. 00/30%8 �n OVER SANTA GERTRUDES CREEK; 4.5' � � JOH TANNER D I RECTOR OF PUBLIC WORKS/C I TY ENGINEER �'a''�'� TR-32437-F � DATE COMPLETED NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL CONCRETE SIDEWALK.. 7l ��' �r r PHASE 6 - L4T3 7-9 & 29-38 owl Ir P1 ELEVATION = 1097. 163' N/A F 0` ���,1�Q R.C.E. NO. 60132 EXF I REQ: 06/30/08 R R.C.E E. NO. 36617 EXPIRES: 06/3Q/O8 �'P�o,�;��oQ�� TtTLE SNEER OF 2 SHEETS � i z i i R/W CONSTRUCTION NOTES 5' S' INSTALL FL OF P IPE 1/2 SIDEWALK REMOVABLE ABOVE GUTTER 6 PLUG 2 INSTALL 3" P.V.C. SCHED. 40 FLOWLINE INVERT ELEV. A 4" PVC 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET � .- ' 1" � , PER PLAN J 2% 5 INSTALL 6 GRATE PER " N.Q.S. N4. 40 OR EQUIVALENT TRACT BOUNDARY CONST. DRIVEWAY APPROACH PER C.O.T. STD. NO. 207 1118.6 PE �- 1119.4 �•.`. ,.,.'.- i•, . ,..•.. -- 1117.7 PE PE r ' "• t S 1 . E 1115. 411 � V 431 1 40 INV ELEV PER PLAN f 2 : 1 2 : 1 20.5 2 : 1 j �,, F CURB & GUTTER . �� 3"x 4" REDUCER 4' x 4"x 4" TEE . 1 73.75 _ 111`�•3 2 19.9 20.2 20.2 20.5 A A �+ 86-89' f --r- ---a,c� •,S ,, , +r TS [ 3 MIN PVC SCHEDULE 40) F� ' 20.0 FG - 1 C 19.3 FG FG. 5 FG VG �-�� .$$ 1,o� MIN FL--HP FL-HP o ...1.0% MIN 39 ... ... 20.5 1 � �, -+ ELEVATION •9 % m .•• N � FG gq F 1 L=45•a FG 1• �? 19.3 0 19.8 o z o 19.75 t' • � © * V_ t ►� N �- FL N � [ FL FL •� 9.1 •3 � . j.-418.9 20.5 ;` 1a c� o 20.24 .5 1 1/2 MIN. COVER 19' �0•pp �S F�- FG F�.- FL FG 2v.2 F ? , r G 19•J 19.5 19.9 FG _ 1r • r v F1-- 19 F � ►`• F. . •.. .. ... - .. QAL fro' A �_ �• FIG G 8 • 7• � A. a 1 . . o - FF = 1121 .2 1 ZA FF = 1 120._9 - GF=1 120.8 PE = 1 120.5 20.5o � r �Cr' �, '� x Z 3l_\_20FG ) I 9 6 N, Acj.3 3 PE = 1 120.2 .3 r-- .�. .n 19. ,� r FG G 18•x` 19.93.51 36 N o .6 7 11,2(). se `1' A-A • 1119 11 - •87 •9 O •' f •3 pF P� 1119 o 19 r N i w i O / v) �. �? f ,o - �` �' 20.57 -- a a LO �� r 11 0 00 �� w- �- 7 ,. - CURB `TAIL FS , , Q� 20.8 o PRIVATE DRAIN THROUG 0 1 �- GF=112).5 5 5 �, FS 20.5 . P� 19• 112d.2 20.1816.9 06 � _G �'� FG / ' aD t� GF FG 13. 13 Z0.2 " �, 20.1 •5 ` a c , '� ] -�' 19• �' 9• �, N cv R FG- 0 20.77 • ,/ �1 �'__ �� ,,� )9 .,., 0 9TG 13.75 FG �-,�. �• • -n I 5 FO 5 18.0 7 .5 ��° 2d.8 •� �n 2q.D 4 STEPS 00 @0 0 Fs- � FG 1g. o ` 4 ST PS r , ,�' �� � . 1117.4 15.70 �' S d'F ti 4S S 1 9 F N `'' 50 s � 54.21 ti 2 •OL.F rj w4l. 2 rl G � � F G •a o � 1 77775 1 � � ,n_ `.._ 1 •p�-F 2 1�- o �� L_70.96 F ? 18.70 '° '�� 9'04 TRACT BOUNDARY 12 W 18.15TG oo °° 00�n oon M -�,� ,� NO PE C� b F�- .� ,g ; 5 �- FS o� 19 a. �=35.19 17 5 ` w (D�,,9,04 $ TC � -n � F5 r 1 8Z� ``` 9 pS •� v) a' �1°' s� U w ,� "� `� 72�' `r 1.2 •• G� 1 .. -- 15,g9 2) s 4 •50 rn ,�• 00 __j o �....w F- c�w J E 0.5� ov �, _-cv -___ i. �_ ,a '�' Ft �.�,,_..,. Q.. ...__. ALBION • cv �'..__ N N vp 1•. ' a �. a0[] �.. H �� t9 9 -GB t -�� p •-�v �i + _ - -� ev cU cv, + 't� + u 12.OLF o -4- to •Q,� �� 0 • 5 ��' a� `�' - 1 •9� 25. F n . w.__._.} .__ ai 00 s~s� •�- ' °0 c �`" rc-)J 2 co - S O Q0 60 • 1p1•a 1p �� v� �....p �1 7 1 t - - i r _ •�9 �• 2�.v 4 4- s t �. t. N •�,, ��Q•50 6. N i N , r ' �/ ��. `9 r� U ,1 -nFG , y01% c�. rA U, G _ •36� r a, w w c.a w _ 1 • 1 j ` -��•y V i•;yam__......._ • 1 �.J ► •• _ }.. -i ,r �•^� ....r Td.�.� ..i/'�.. '• / _ ,' '� �� �"' �, 1 6 _- __ _� .... o �, 1\ .s ,��• (0. 5 � 21 37 0 3 6 6 t - a .� �' 0}�5• � __ ► `� _ 6, ►r, + _..._ . 't' �i N r•t• © �' '�' '`�? � 0o �� OC' S O rye FS • ' -' Q, _ ,8 5 ,�� �.►-}; ---+-' .. -- �` r- t�n F-3....,r, .-~ + c� r 00 U n 1 4 .. -n ru �, . �N-1�' y 16.. °' �� --� n-�._.. d°' ,� cA �- ; ; 0.57 oo ��' .--�,. ov v '�N �- -- �,, •�, • -n-y -� U'-+ D 4 'OD tir '�,�G •-- -- r-- � �r� ti w � J � Q �, a� •0 • 1 g' .. cp 00 S� 5T/J'�' • Iml Lm 74 9i r 111 ' 1 '',..!�...-- A ti ..>> "` t t� . F I S.G 3 1 V ` •r� o • p 1 = �. ' ' O Wim- cp • , �� r, • --c? 00 17.73E f 1�• 3 `° /� p �, ,� C� N �► f� f 52 5C1 i 58 1 - -•� •6 4 STEPS 0 4 .00 S 5 0 4. 17 ' `°• �' �^, ton`�'-� 1 n FS .- ).501 50 0-DQ C M �' off. " 2 p ca C�N 3. TSPS �- 1 52 7'± w�° 18.6 �► ,gq� t F ,� -. 5 'o r a 19.9 PQ �_ 5. •�$rG 28 1�' � '�• .. o ...a 1 X12,0 _.. '��•pa. - .58 20.d5 '`; '� F FG N N S L=4g, •6 >� a, �„a •� a,-� `',� L -� �. �, �, �, 19.6 FS 5 _ ao 0, N =5.89 - L 0• •� �, u' .�, '-} 1 G� h Q .pa , 4 � o FG +r Q sr. �Q'�C� � )0 a g.8 �` 2,5 A. �, o r. '`� .-- 19.8 c� .4 i+ � - cr �-'t 6 � � � � � 1 �:� � � a � a �- � _ � �- 20 6 3�TEPS �o '� �� �' �` • 5 cn�, � � .. 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FF = 1 121 .3 �� O. �'� �0 0s � � 20.D z PE = 1120.6 P �► 20.3 G-V-. o q�► 9.7 FG FG� 111 z4 o ►. s 3 2 20.5 N z a� . 10 - 1 Z 12 1119. -: �n.3 �-, 1 �G FL }� 5 �W �- 20.3 20.3 a o •0 d 1 .5 1 �, 20.D FG FG se ...� N O. 1�; 2•a •83 •, 1 -]� 20 0 19.7 19.66 �.. D •Q I . ,25 FG ►�, a FL - '!. C� 111 -�, 5 � o FL m `� 20.6 �' 4• '� �/ 1. �.' 18.6 `ti 0 4 G j 19.? •3 '� �0 •3a-NC 4 U, cv 5 FG �2 ! l o N 18 , FL 20.5 N 2 1 J/ 5a . - ti ,$h -• 20.1 1•09� M I NRI -- _-. 1 G a 9.4 1 a� MIN IN 19.8 FL--HP CN '� a N t� ' 1 tJ' .""► f� � �; � � F 4 FL--HP � � 21.2 wa Ir-1 lop 01. - v '� ��. -� .� 20.4 � 20.8�0 mala p ,, . N .� o.1 2v.4 /. - 1 J 20.3 20.6 0) 20.6 20.8 FL N _ .. _ -- - - FG- - -- - • MZ 10 3 `t % M1N fL 20.0 � F FG - o' _� a. A�' 19 F 1'p� 1p •Z cr a ti 18 g8 1 •0 1+ FG FG Q -.r ; � -.. 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EH EH JTNINO, 3 1/2 DIAMETER ALUMINUM DISK, FLUSH IN �AN/�/�• • - � � R THE SUPER-V LS LON OF � CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL. ,�ti �, ��,. PLANS. PREPARED' UNDER „ _ •► DATE: '� 7 C P RECISE GRADING PLAN -- CONTRACTOR COUNTY BENCH MARK T-46-81 RESET 1997 �, ..� ACCEPTED BY: EASTERLY OF THE CENTERLINE OF SR-79 ALO T �" n, v� EAS WILLIAM G. HUGHES - -P � AS NOTED No.,60132 DATE. err.:. -..t't THE SOUTHEASTERLY CORNER OF THE BRIDGE 34 pg DIRECTOR F PUBLIC WORKS CITY ENGINEER " :rY. �. Exp• 00/ / D / i' a�i.i:ti:a.i,.. Q INSPECTOR_ __ � •# �` JOHN TANNER OVER SANTA GERTRUDES CREEK; 4.5 :...:... ' THE SOUTHERLY SIDE OF THE VERTICAL J',�► \, i-eB�:::. Q NORTHERLY OF I Y 1 06/30/08 36617 EXP[RES: 06/30/08 ?r�.• o�� OF SHEETS i ,� � 60132 XP�[RES: R.C.E. ND. �, .. COMPLETED CONCRETE SIDEWALK. � Q R.C.E. NO.. E _ DATE CO OF � ELEVATION = 1097.163 N/A