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HomeMy WebLinkAboutTract Map 32437-2 Lot 5-14,16-27 Precise Grading if GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA 215 BUILDING CODE, APPENDIX CHAPTER 33 , AS AMENDED BY ORDINANCE 99-23, rac 00 15 AND IF APPLICABLE , TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE SWALES SHALL BE A MINIMUM OF 0. 2 ' DEEP AND BE CONSTRUCTED APHASE 3 LOTS 5 -14' AND ,q MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY OFROOMFALLEETEXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FORA C2 A MINIMUM3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . 15 ,,,yPrecise Grading Plan .' l .. ,., 4. PROVIDE, AS APPLICABLE , CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED \ / SLOPES OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREASIn City of State of 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, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY LEGEND SITE >\~ THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL r t'.�i�J,J':"r. r '/,^,✓r f ".�,Ff ' l/i r/F..�. r ,r f f /r i' r; ' ✓ ` � r J r �r ,/ ,/ ,'-..'Fr ✓ /r�r 0000.00 f{ r ✓ ';, f r ,: ✓✓"X f, 'r' ✓rf ,,r, ,! ✓ f (� frj✓,r,/, {ff,r%r'•'`r '' ,'.f�`Flr`';.'/✓' /1/ ? r ,fr ✓r"ff r'f %/:.f f'"/ ,,f ✓,r rft r / ,� "✓r r;'/✓r', r :ff/r ra// �✓l�F,,�,. (� COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. TOP OF CURB ! ✓i,f,✓ ✓f F,✓, r fr %%'' ;✓f ;, f ✓r/: f f' . f. r.' l�,f✓✓f.. f!. ! ir: fr'r. �:.'rfr /r.. r r ✓/r/"F,/✓ rr`f,i lf,.✓/rrr /l/ r.. ✓ / ff f ,+ f. t.F, TO (� f,/rrf fF f i.ii/ f J it / f rJ r/ F ;l rrr f ✓rr f f ;rr F f fr f F r e'.''r r � ',f,,,' .r✓`rF rr ,r r r,' F,r, / 1 ✓"„ `✓ ,l f✓ ,f? r r?r ! ,.;, ✓�rJ„r.!:, r. ,/✓. / r�,/'r !'. f`''r`r!. rP' ,i r, r,r'�' !„r%:`f:; „ri rf /r;' r r / -.':?, r/ ,,./f+;, ,F,f r , r r i:. Erf,,. f. ',r,+.'`" r` ,r,'.^,rr. fi ,{r /,,,,. r..,! i'+.;?%,f'r f;f,.1JJ/' J,,r'r,' �;':;;',';: ✓ `r,✓r,'f., 6 . A REGISTERED CIVIL ENGINEERc� ;r✓F, „f r ,s ,,, ,,.,,,::, ,,,, r. . -, r , , ,lr, ✓ ,,, ! r.; SHALL TO THE OF TEMECULA'S FLOW LINE i'r PUBLIC WORKS DEPARTMENTFL %„r: !; , A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH era ✓, f /✓r Frlf,' l'„ /. /,r /.; f .^`,!., / 'r s, " ✓,f rf- /, ./ r','r ''' /,''` <, 'f., r,?' % .iFf'' rr f; .;.;yrr✓ ,f ,:,+. r',. ! ..r,rr ,.r "./ s,✓✓. �,f ,f.,,:✓. .,/ r','ir, ,,f.✓`r..,, ✓„ ,r/ s ''jf f '/,,:,rr f!r` .. GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO � � f, ,,- r,. ,f ?, !' �,-✓, , >� ,,,;x , .! ,f f I it r'� f,';:'/, ,r ,r ;�^,sf !.r ?l,,Jrf '.} r /,r,, f, ;!',! •/ �f'/ / :;r r' 1:','F✓ ! rf- f ,✓ r / s�,!r r r.; ./`. r/ r%'r`. :rJ ;r ,�' ?I".✓ „% `/,/. /,r'., :r,. / ^"'. f '' fr'i, HIGH POINT HP f✓ ', j, ;'r ✓ ,3 ,f,,.,r is f rr rF ,r✓ f . ,,,:,,, r „✓r,v ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, � f�f �,�, f�/,; ,;,;,,r ,,r ,�, ! f r�,, � r ,r ✓ F , f,. rF ; �f,�,F,f f;HEI E , ET !!� r ✓. /;, 'r{' r'fr .'✓,`f Ji 1 r' F ✓ fr f �''! r''i`r;,;;., GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES, "/f'r 'f ;,,, ;' ✓' ,,, .',; f, , ,,, ,,f r° FINISHED GRADE FG f,,, rr,l.. ,rrf,::fs ! ! ,�,I' .r .,,,,:, ,�r,, ;�;✓r� ,.�rfffff.;;: .f�;',' , r,,f" f�r;��, ✓r,''. „✓„�Fr, , 7 FINAL AONE LOCOMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN OT. � E�B�R Y ���� _� - 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE ------- FINISHED SURFACE FS - TRACT BOUNDARYVICINITY MAP _ 17, 'f,'f''r,f,,,.f' r,/✓ ✓ ;✓r r rf�,/F✓fir' s'�"./, r: fr'r PRELIMINARY SOILS INVESTIGATION BY LE I GHTON AND ASSOCIATES DATED 2/17/04, TOP OF GRATE TG ✓✓ r' " ; r✓r✓ ,r 'r✓ ;f�; rffr,; ,, ®T T® SCALE f ff/!Fi ,+ /r. % fafrrr / f'/ff" rr. f/ '` r'✓, /r'/r' ✓ TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE %orf„? L ;,✓r f ,✓"' i' f ;:✓, /, rS %' ,r, f' ,fr ;f : " �f . 'f' '' /' l fr>F,✓'/`✓ ✓ `,/. ."f rq.;.,✓ r rr;'f:/ ./ i,;/ f✓r/,'./ ! /,irr✓J;i;,, `r f✓;fj my� %/ /`fri :✓%? rf✓ ?•� ,f;.fl', r ',,,. -.rfl f: , r i f t,. ✓'f r - �,:/ rr 1 r r�;'' ' / .!.. r;' ? �,r r;.� rr ; r f„ � ,,,, f:9 , r . ,1�✓,% , 11:;`f 1 !,. ,,, :1� 14 ., °� PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN TOP OF FOOTING TF � frr RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN � ✓ r ,✓ ' ;' �',;r,, rf? ✓ ; ' ,;!r , ' fsfr ✓, f, ff r f .,>,,� ��@@ ,� .,,, ✓, , , ✓F dd lrr.rr, r� ✓irr,' i rr f/r.: +'rf /fF"/ ✓i✓!r✓,r'r r' J, rf �,,r✓ ,: r YJr ri';' r, ','`' r,,r ✓/;i ir#r `%f'f./✓ CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. TOP OF WALL TW ® '> %✓%.% %�c%%%' >t ,f,� %, c;.> '.`, ;,rfr✓rr ',�,. t,� „ r;, ;, .r >,'.;a ! F ; ,,, .✓✓,, �,' , °� 9 . THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HIGH POINT HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION, ca A TOP OF SLOPE TS PRD ELEV. -0. MIN. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE ' FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951 ) 694-6411 . GARAGE FLOOR GF 0000.0TRACT 32437-3 10, CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION PAD ELEVATION PE 0000.0 AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY , DURING THE GRADING PHASE. - Y _FINISHED FLOOR FF 0000.0 iD'TMT. 10'M. 11 , POST-GRADING ACTIVITIES SHALL INCLUDE , BUT NOT BE LIMITED TO , INSTALLING (IXCEPT (DEPT VARIES ARI s** V RIESC WHERE APPLICABLE, GROUNDCOVER , TREES, SHRUBS, OR A COMBINATION THEREOF WATER SERVICE ® 32436-1y IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. 6" MIN. �L ,k,k,k �} * VARIES NO SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS SEWER SERVICE , MUDSILL WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. IN GARAGE AREAS PAD PAD 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS DRIVEWAY 1 GARAGE FLOOR SILL IS 6" MIN z FF z FF BEEN CLEARED OF WEEDS DEBRIS TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF ABOVE GARAGE affm- STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACE, THE TERRAIN L Y - PARK '° FLOOR SLAB MUST BE CLEARED, KEYED , AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. SLOPE _ j 1 23 28 A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL ' Z Q APPROVE PLACEMENT OF FILL . LOT NUMBER 11 jGARAGE DETAIL C �z o 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES 1A a� °F ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING UNIT TYPE/ELEVATION ` ® �X AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING R 12" MIN. ABOVE PAD ELEV, GRADING OPERATIONS. -j ` R W 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. INVERT ELEVATION IE LU 30 '21 ROUND OFF TOP TYPICAL SIDE, YARD DRAINAGE 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS BACKWATER VALVES BW 14 PSL ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED jj 5 DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST FOR CUT AND FILL f 31 WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. SLOPES OVER 30 ' IN VERTICAL HEIGHT. ENHANCED ELEVATION TYPE- EH I OTHER PORTIONS OF THE STRUCTURE (PATIOS, PORCHES, 19 ENTRACES) MAY BE SETBACK A MIN OF 7' . 16 . A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION AMOUNT OF EXTRA DEPTH 32436-1 1 DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION FOOTING REQUIRED O CORNER MEASURED ALONG THE PROPERTY LINE. (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO }� VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED ADJACEGROUNDNSHAROUNLL BD GIVEN. EXTRA IS REQUIRED , THE ACTUAL DISTANCE ABOVE THE ADJACENT EXTRA DEPTH FOOTING t 1, SECTION THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN 33 FOR REAR YARD SLOPES GREATER 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES 17, EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS ADA PATH OF TRAVEL ® ® THAN 5' IN VERTICAL HEIGHT IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES DROP 17 MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL THROUGHOUT THE DURATION OF THE PROJECT , INCLUDING ADHERENCE TO THE STATE NPDES O'X' t j ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE, DROP GARAGE 34 10 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. VARIES * R VARIES * 6" MIN. VARIES * P/L fit19 . ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 6 ' MIN. COMMENCEMENT OF ANY CONSTRUCTION/GRADING. __- 3' MIN. 1 ' 1 ` 3' MIN. 3' MIN. 1 ' C ® MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6" MIN. 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A o PUBLIC RIGHT-OF-WAY. � ���� TRACT 324373 FG FG FG 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT P�� EXTRA DEPTH 8 AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS ��' FOOTING DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL 12" MIN. 12" MIN. =PAD ELEV-FG BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. - 2: 1 MAX. SCALE: 1 " = 100 ' WHERE NECESSARY 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 2% MIN. 2: 1 MAX, 6" TYP. 2% MIN. 12" MIN. AND CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF ✓` LOTS INCLUDED 21% MAX. MIN. 21% MAX. 2% MIN. N STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE r ✓r fir 00 CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE 21% MAX. CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 23. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL �F SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES SEE TYPICAL SIDE YARD DRAINAGE SECTION C-C U7)o RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE DETAIL NOTES EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL o FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. o THE DIRECTOR OF PLANNING AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT 45' 45' 45' 45' NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING T QUANTITY T N THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING loo h SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION N0. ITEM QUANTITY UNIT OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE , ° N THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR LOT GRADING (22 Lors X 5o c.Y. ) 110o CYIn j DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE 2 INSTALL 3" P.V.C. SCHED. 40 264 LF - T w BEEN APPROVED BY THE DIRECTOR OF PLANNING. THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42°51 '35" WEST O o C° - Q FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN O3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 22 EA T_ ON A MAP OF TRACT NO. 29286, MB 298/86-89. t i ® INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 22 EA ASSESSORS PARCEL NUMBER- w ® O5 CONSTRUCT DRIVEWAY APPROACH PER CITY OF TEMECULA STD.N0.207 22 EA PLANNING DESIGN coNSTRuc-ri❑N PORTIONS OF 916-040-009; 910-110-013 0 - z LENNAR INLAND SOUTH 40810 COUNTY CENTER DRIVE 40980 COUNTY CENTER DRIVE, SUITE 110 LEGAL DESCRIPTION CDTYPICAL FOOTPRINT TEMECULA,CALIFORNIA 92591-4679 TEMECULA, CA 92591-6022 L1 LTI 951.676.x3042 ® FAX 951.676.7240 ® www.RBF.com LOTS 3 THRU 6 OF TTM 29639-2 AS SHOWN IN BOOK 345, SCALE: 1 " = 40' j (951 ) 719-3462 PGS. 1-19 OF MAPS RECORDED IN RIVERSIDE COUNTY, CA. o J CONSTRUCTION RECORDDATE Y REVISIONSDATE ACC'D BENCH ARK DESIGNED DRAWN Y CHECKED Y DRAWING NO. o SCALE Q%OESSjp�,� RECOMMENDED BY: DATE: e° DEPARTMENT OF PUBLIC WORKS Q ' f J. FIELDS J. FIELDS J. TANNER �kks ®, TA �, SHEET NO. 31/2"D R RdENUti6 IC,FL � CONTRACTOR NC CU ST PED®RI SIDE COUNTY HORIZONTAL a PLANS PREPARED UNDER THE SUPERVISION OF N BENCH T4"1 S 1997m Y OF THE C NE OF -79 AT THE �, _.._ _,..._. ACCEPTED BY: DATE: Il � oF Tem o H S Y ER®F THE BRIDGE OVER AS NO TED w 60132 INSPECTOR - DATE: RONALD J. PARKS c t9 T t N 3243 2 SANTA GERTRUDES CREEK;4.5'NCRTHE Y OF ExP• 06/30/08TRACT 32437-2 THE SOUTHERLY SIDE OF THE NCR VERTICAL °d' �� JOHN D. TANNER III DEPUTY DIRECTOR OF PUBLIC WORKS a PHASE 3 LOTS 5-14 & 16-27 DATE COMPLETED SIDEWALKELEVATION®1097.1 l�l� G'j `� F® R.C.E. NO. 06/30/08 ., isas o N/A QF C��1 60132 EXPIRES: R R.C.E.C E NO. 19744 EXPIRES: 9-30-07 %ks peg OF SHEETS i T i I +, :H TRACT BOUNDARY SEEM - - - - - 55.00' 09.7 55.00' - - 10.3 55.00 - 55.00' 55.00' 55.00' 55.00' 55.00' 09.2 FG FG FG \ \ o o " -H 2: 1 � " N oo � oZ: 1" (N 2: 1 N N N INFGVX I Ifd.-^1i M \ ` - - - L - - - - - - - - - - - - 10.1 - - - - - - - - - - - - - - Ln n FL-HP `v _ - - - - �_ 11.2 + 11.9 12.5 12.3 13.0 13.0 11.4 FL-HP FG FG FG FL-HP FG FG I 09.0 09.4 `� 5 . 10.5 ' S 11.6 +� " 5 +� 12.8 FL-HP FL-HP 1 .0% MIN. FL-HP N 1 .0% MIN. FL-HP r� 1 .0% MIN. / 12,5 FL-HP 1 .0% MIN. 1 .0% MIN. --. 10.3 1 .0% MIN. 11.4 1 .0% MIN. N - i1 FG z FG FG z % MIN. /� 1 .0 o ® z o 0 o�z ❑ / o 0 oz ❑ z ozo ❑ IMES 5, a z N g ❑ o :/ o z ��� ❑ 0 �i�� ® o z 2. f l 1 ❑ N�� � 5Uj 10.3 N 11.4 0 - �Ig 12.5 o 04 - ❑ 09.2 09.2 z ❑❑ 5 FG z ❑❑ 5 FG z ❑❑ 5 FG 13.0 I ��. `P. FG FG z: 0 09.7 09.7 10.8 10.8 a� 11.9 11.9 'z FG FG'o z i o ) FG FG z. DR] � o FG FG U- a FG FG zUj FF = 1 109.78 10.3 1 z: 11.4 co \ 12.5 o oUj �1 PE = 1109.2 FG 1 r 1 �C o .m / 2 o z FF = 1110.88 0 ;m 2 FF = 1111 .98 FG ® FF = 1173.08 FG L)8 . `� PE = 1 1 10.3 GF=1 1 10.38 co :m 2 0 z FF 1 1 7 3.58 { 4 i o PE = 1111 .4 GF=1111 .48 co PE = 1112.5 GF=1112.58 nc nc J FF = 1110.28 i 4 FF = 1112.48 4' PE = 1113.0 -m .1 w ,1 w FF = 1 1 1 1 .38 1 �, PE = 1109.7 1 �' PE = 1110.8 1 PE = 1111 .9 1 7 m ' 1 ca fg, 3 3N 2 00 m ® 2 - r� o / 10.5 T 2 - o) 11.6 - M� o / 2 1 mUj CD 0 09.0 2 J FG 2 m m �� ) FG 2 m : m ® ) FG 2 m m 2 09 2 -i IMEM 09.a ` "' ca 3 AfjN 5 5 ® : c� co d 5 5 c� o ,.(.3� lfl .5 .5 m 12.8 5 IV-FG FG o 3 )� J 3 J � - fM• � FG 12.8 c? GF=1109.28 w w i 3 w w n J FG (7�\ 5 4 O00 G.4 Q IMME a 4 .6 9 L - FG 5 c» 0 4cli 6� 9 F1G.6 p r7 4 .� 7 GF=1 1 13.08 5 GF=1109.78 5 09.9 09.4 0 4 GF-1110.88 ® 11.0 10.5 ,�� 4 GF=1100 11 .98 12.1 6 11.6 c.r �1 VFG FS-GB 5, a 5' FG FS=GBg5r 5 FG FS-GB se V �,OB.S v - ae 5 i _ 5 FG 0 09.3 !; w 9 �! °� 10.4 00 I {011.5 00( 79 e -- :,ry12.3FG o� It j FG o� c�. j FG o� ^� U. 9 FG 07.13 TG N N o ' r_ oLo p se �: cn rn cn Q7.68 TG a v� R '� 08.23 TG n N r ^� ® Ui v 08.78 TG cn :m 09.33 TG �: - 09.88 TG N In 10.43 TG �: 10.98 TG N N 06.63 I E 4 0 a�` ® �` 07.18 I E 4 0 o�` °� 07.73 I E 4 a 1 cn m 08.28 I E 4 0 cn of 4 1' co V) 4 v, �- 4 9 4 ® �i v ® o w ® 08.83 I E 0 ti x9.38 I E 0 Q�L ® 09.93 I E oN ®� o fl 10.48 I E 0 S 55.00' _ S 55.00' _ S 55.00' a _ S 55.00' S 55.00' ® ® S 55.00' T S 55.00' ns 55.00' 12' {� 2.0% n 2 12' ® 0% 2 12 ® 2.0% ®2 72' 2.0% ® ® 2 72' @ 0% ® ® 2 12' ® 2.0% 2 12' `1 OHO �w rn �N ��' �w a os� �H w 1 oo� G� w i co ^� c w ' a� vw , m caw n _rd� o� Nod O �G .nrn mycZzu pd No 0 4�'G �rn mn� ©Q'C�~H � � o O � N O F o� � � c� 1J.2� II cc rn T rn m a c N u n o m o d c� o � ��' .n a� rn c� ii `�G o o co ^G + c � + u o�n �� a� a T� rN p RIM 00 0`0� T o0 r op c�� + �8" SEWER �' I + o o 1-I5- - 5 - 3 - - 5 - 3 - 16 5 3 5 3 17 5 3 5 3 19 r5 1 -I - Lo r j AMES 601yo wLANE Coc w v caw co ow d vw 5 �-'-' .^ f-'--� I �- .^ f-,-� N .- I-1- - F-,-, p� m ov `° � � c� a � r � > ; `� � o? 8" WATER O ° r °� � co O - n n � o ! �N 0 � o� TC °79 0�� flc� C �6 °' o�im op � c� �3�o a0 � c� '�QQo rn + ° �joci 8„ WATER + t N 0 0 0;0 C' 0 0 0 o m �' TC' m �' ��•o Iff- ® w --_--- - ¢ w n 2 12 2.0% 2 12 0% 12' 2.0% � 12 � 2.0% 2 2 72®� .O% S 57.00' T 57.00' �, S 57.00' S 57.00' S 57.00' • 00 p O v-08.48 TG 4 u, 09.05 TG 4 ``' N 09.62 TG Q,cn u, 10.19 TG 10.76 TG w a'tL 4 ca o 0 4 cn o cn 1 u,': � 08.55 I E o w o 0 09.12 IE �` U''• 09.69 1E o w 10.26 I E 4 �` I 10.2 �.: \7 � I .4 11.3 o se 11.5 12,4 � F_ �� ,�:� ( ae FG G� r N co 'ia 5 FG FG o� FG ae .,a `� �° °' TRACT BOUNDARY o� 0G :� 5 co FG �� GF=1112.88 �G GF 1 10.68 � 4 10.3 cmo 7 5 GF=1111 .78 m 8 5 4 ® I i 11.5 co 12.8 co FG 7 f GF=1111 . 18 FG J 7't J Iul3 m w GF=1112.38 m FG w 1 c� 0.9 3 c� 12.1 t 7 � ai m 11.1 FG J 7't o ® 12.3 FG J 5 MIN. `� I 1108 , 2 I T 1- FG w FG w 12.5 c� 10.6 2 U- 2 m 11.7 2 2 '� m FG I FGCD J o FG Lp r, �? 1 M 1 .3LU Il zo o 1 ? 2ui FF = 1111 . 18 o z z FF = 1112.28 z ? z ; z Q I I 0 10.6 PE = 1110.6 z 11.7 PE = 1111 .7 FF = 1112.88 z 1 FF = 1713.38 ° PE = 1112.3 ° PE = 1112.8 se 4 6® 1 6, FG 10.6 0 FG 11.7 0 © o 12.8 0: FG FF = 1111 .68 o FG a FG 12.8 \� Qp 5 PE = 1111 . 1 11.1 5' 12.3 12.3 FG 7° �1 �G z ❑® FG 5, ❑❑ FG FG 5, ❑❑ ISBN T� I - cq r df N ... N p N p p O ti .. O ,^.� o +, ... 1 .0% MIN. o 1 .0% MIN. 10.9 1 .0% MIN. 0 0 0 10.6 10.3 N o N FL-HP m 11.7 1 .0% MIN. 11.4 N O N 12.1 0 1 .0% MIN. 12.5 N FG FL-HP m 11.1 FG FL-HP rn 12.3 Ft -HP 12.8 FL-HP 12.8 ' 57.00' FG 57.00' 57.00' FG 57.00' FG 57.00' FG tiF 1 will 2: 7 2: 7 2: 1 E - � 1107 TRACT BOUNDARY - - - - � _ - - - - - - - - � - - - - - � _ \ M � 0' 1 - 4 39 30'� 30' ---� I 1 108 , 9 1 109 . 2 1 '109 , 9 11 0 7 2 ��� IQ' 20' � 20' 1 ' 5 a rr,} /j 0 WK SWK J X 02 tl' '- I t� N 2 0 � d4j t z z 1 10 7 2 w SGP 0 R/W FL OF PIPE 1/2" 5 SIDEWALK INSTALL ABOVE GUTTER 6" REMOVABLE a FLOWLINE PLUG INVERT ELEV. A 4" PVC N PER PLAN -2% 20 0 20 40 60 1 1/2" MIN, COVER GRAPHIC SCALE % w / � v�• � z w I INV ELEV PER PLAN 9 6 N CONSTRUCTION NOTES cn CURB R GUTTER w ' 3"x4" REDUCER 4°x4"x4" TEEO INSTALL 3" P.V.C. SCHED. 40 j PLANNING DESIGN CONSTRUCTIONL SECTION A-A 3" MIN PVC (SCHEDULE 40) 0 �3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET z a 40810 COUNTY CENTER DRIVE �4 INSTALL 6" GRATE PER N.D.S, NO. 40 OR EQUIVALENT 4 ® ® � TEMEGULA,CALIFORNIA 92591-4679 LT I 951.676.8042 FAX 951.676.7240 www.RBF.com ELEVATION CURB DETAIL O CONSTRUCT DRIVEWAY APPROACH PER CITY OF TEMECULA STD.NC.207 ® z I CONSTRUCTION CORD DATE Y REVISIONS DATE ACC'® BENCH MARK SCALE Q OE SSjp�,� DESIGNEDY DRAWN Y CHECKED °� RECO o � t DIAMETER Ut�tPiUM DISK,FLUSH t6V TA ` J . FIELDS J. FIELDS J . TANNER RECOMMENDED BY: DATE. �'� CITY OF TEMECULA ®RA t�tG tvC• o DEPARTMENT ENT F PUBLIC WORKS 4 tdC CU ST PED Rt RSIDE COUNTY BENCH T 1 SETT 7® Y OF PLANS PREPARED UNDER THE SUPERVISION OF of T � SHEET N0. U CONTRACTOR HORIZONTAL / THE CENTERLINE FSR-79 AT E � �, / ACCEPTED BY: DATE: z//jL �INSPECTOR UTH Y E OF THE B E O R AS NOTED � .60132 � �� �G o_ SANTA GERTRUDES CREEK;4.5°tVORTHE Y OF TRACT 32437-2 P / / -. - --.---__ t DATE: RONALD J. PARKS DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 3 DATE COMPLETED SIDEWALK. 2 SOUTHERLY StDE OF THE CONCRETE�tCR VERTICAL ��� Cj t� JOHN D. TANNER III d d ELEVATION-1 7.9 N/A /' ®j' ch X14 R.C.E. NO. 60132 EXP I RES. 06/30/08 R.C.E. NO. 19744 EXPIRES: 9-30-07AMESBURY LANE LOTS 5-9 & 16-23 ° It OF 3 SHEETS i I i' C k I i �,,--TRACT BOUNDARY 64smsmam 1 55.00' 55.00' 55.00' Z o ++ o +� o 0 2: 1 00 O N p0 N d- 2: 1 N 0 2: 1 2: 1 N N N NN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 17.0 - - - - - - - - - - ` \ - - _ - - - 16.3 17 FG 13.6 - - - - - - - - - - 14.4 I 155.5 FG +i \ FG FG 14.2 I 16.1 N FL-HP FL-HP `o 15.2 5 13.3 � r� � I FL-HP 1 .0% MIN. 14.4 FL HP 1 .0% MIN. 16.3 1 .0% MIN. FG 1 .0% MIN. FG Gil Z O ❑ Z .. - O O Z_ ❑ S� O N�� r ❑ � O Z O 04 ® \ ui O Z o h \ 14.4 o N � 16.3 0 \ z ❑❑ 5 FG z ❑❑ 5' FG \ � 'S 15.5 0 13.6 13.6 15.5 Ul 1 1 (� \ FG FG 1 14.4 o FG i FG z; 16.3 In 7 Ll FF = 1114.98 FG ? FG { m l z 1 PE = 1114.4 GF=1114.48 :m FF = 1116.88 GF=1116.38 co 0 o PE = 1116.3 4 I FF = 1114. 18 i •� l f 2 J 2 FF = 1116.08 .1 ® 1 w PE = 1113.6 1 :sem 2 z u- n o 'l B PE = 1115.5 0 1 Vol 13.3 0 15.2 2 5' FG m �% 5 FG m m mag .5 .5 w 0 13.3 �?ol J 06 �1 13.9 15.2 Cr 6 15.8 N FG "' 'L` FS-GB FG I� 4 FS-GB QG GF=1113.68 5' 13.9 13,5 � 5 GF=1115.58 5 15.9 15.4 FG FS-GB 5 . 5' FG , FS_GB� 515.0 o L9 � 9 �e . FG �� J 8, o rM rn 9 CO N �: I a� cn °: m :r 14.06 TG 1' n r. In"i _ TG 11.53 TG �o � 0 12 96 12.18 TG 11.03 IE 4 0 '� w `0 11.68 IE 4 N 13.5 �? N w 12.46 I E 4 o M �` 13.56 I E 4 0 15.3 w _ S 55.00' S 55.00' FG S 55.00' _ S 26.27 FG18.42' 10,60 12' @ 2.0% 2 2 72' C� 2.0% 2 12' ® 2.0% Y 2 12' @ 2.0% Ln W W W a vw m '«� ^ vw �o vw I cc o� '� vw �G N Ci �> C' F or r > �o - or t- � > F i 1 4 �• ,r, O`° '`,\G O't d- O +�`�'G o0 N - D `D '��G 00 N ',. �G N D SBURY ] J / N t� C� + C� N co CO i�P7 t t ill J' y N LANE 8" SEWER N cv �� j 19 I 3 5 3 20 5 �3� 5 3 21 5 `)��1 - 3 3 3 - ,n - -5 - 3 - + 5 - - 5 - c�w v ow v caw vw v o vw o0 00 r 00 r `LJ O� 3- N � 67 r7 i r` N i) O O tO �co 1 � � 1 a fl n o + „ + o M 8" WATER- C) T 6 �� O rn c� >�6 ic� T�; �3 c� N N C 8 1 N C' c� N , -12' (92.0% 2 12 {� 2.0e 212 0% 12' 02.0% 2 S 12 0 2 S 57.00' a� n S 57.00' S 57.00' - n w S 57.00' u� c,S 38.00Q \ 11.33 TG 4 � � �� _ 11.90 TG 4 N � N� 12.65 TG 4 ,N•; v) 'j� Qa� 13.78 TG 4 0 � L m� N LriL 0w 10.83 I E r 11.40 I E u- 12.15 I E m 13.28 I E r G g�, V °- {� ll SL �•S8 d- V b o d' N:m N Q •! 1 V J 13.3 '• �; 14.7 0>� 15.9 N �� o� 5 FG FG o u) m O� I � �� oi� 4 �' tj LIJ 7'± GF=1113.48 S ao `" GF=1115.28 .4 u� G 13.3 -'j 14.7 0 5 m �1 m 13.4 FG I 0 GF=1117. 18 9'± 0 FG 1 ,n 7'± GF=1114. 18 FG 7'± GF=1116.38 m 17.1 j N 13.8 5 16.3 0 w m 14.1 FG 7'± ® 16.3 FG FG 17.1 I I 0 FG 4 CD FG • `b' FG N w .3 m 15.2 wo UJ FG N o z D z . M 0 z r .2 3 � � \ z � � I � I FF = 1113.98 0 FF = 1115.78 z z Luuj PE = 1113.4 se 15.2 PE = 1115.2 2 0 �: :o :1 1) - 0 o w w ®f 13.4 13.4 1 0. o FG i, b` FF = 1 1 17.68 ( O Q w \ FG FG o 6' o O PE = 1117. 1 n 5' FF = 1114.68 1 FF = 1116.88 17.1 17.1 6 ° 16.3 PE = 1116.3 16.3 m ❑ F�•1 PE = 11 14. 1 14.1 5 LJ z FG 5' ❑❑ FG FG 5 5, FG FG 6 ± :I 7 ± ��� o ❑ i� o 15.2 ❑ `v o o I 5 o FG I N - o 0 - 0 1 .0% MIN. o + N� I o I o 0 o oN N N o 13.2 0 1 .0% MIN. oo `� 0 1 .0% MIN. - W Lo FL-HP N 13.9 1 .0% MIN. \14.9 I o 16.1 N O 1 .0% MIN. 0 13.4 14.1 FL-HP I 15.2 FL-HP I °' 16.3 FL-HP °' 17.1 1fi 17.1 X51 FG 57.00' FG 57.00' FG 57.00' FG 57.00' FG FL-HP 63.00' FG 14. 2: 1 2: 1 56 2: 1 2: 1 �--7 v- - - - - - - 8' l 28' c 37-7 (D TRACT BOUNDARY 1 j18' 18' 1 N 12 5 o � � 4fn WK SWK o 1112 , 6 T R 1-4 C c o 0 i II N 20 0 20 40 60 N M � I- GRAPHIC SCALELicn, Q CONSTRUCTION T W Q2 INSTALL 3" P.V.C. SCHED. 40 cil �3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 CD PLANNING DESIGN CONSTRUCTION z ® INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT o a �5 CONSTRUCT DRIVEWAY APPROACH PER CITY OF TEMECULA STD.NO.207 CD 40810 COUNTY CENTER DRIVE > T EMECULA,CALIFORNIA 92591-4679 0 LJ L_T 1 951.676.8042 ° FAX 951.676.7240 www.RBF.com z f Q DRAWING NO. 0 I CONSTRUCTION RECOR ®ATS Y REVISIONS Ar ACC'D3 MARK IGY DRAWNCD-IEc�CE[) Y o CAL Q�p�ESSIpJ . FIELDS J . FIELDS J. TANNER RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC SHEET NO. 31 DIAMETER ALUMINUM DI FLUSH IN � T� NC CU STAMPED RIVERSIDE COUNTY HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF CONTRACTOR `� �° of BENCH T 9 SET 1 7 EASTERLY OF ws . . ACCEPTED BY; DATE: PRECISE GRADING PLAN THE CENTERLINE OF SR-79T THE �� �cG O SOUTHEASTERLY ®F THE BRIDGE OVER AS NOTED a 60132 - DATE: 3 Ln RONALD J J. PARKS �` �� TRACT 32437-2 INSPECTOR TA OERTRUDES C EDC;4.6'NORTHE Y OF Exp. E SOUTHERLY SIDE OF THE NCR VERTICAL .d' .vim JOHN D. TANNER III DEPUTY DIRECTOR OF PUBLIC WORKS �yPHASE 3 a SIDEWALK �� G'1�,�- DATE COMPLETED ELEVATION-9097.163° NSA l� ®F AL� R.C.E. NO. 60132 EXPIRES: 06/30/08 R.C.E. NO. 19744 EXPIRES: 9-30-07 %,a lsas." OF 3 SHEETS i Ns. �oe