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HomeMy WebLinkAboutTract Map 31053 Lot 37-48 Precise Grading GRADING NOTES 'Frct 4 (:) 31 15 3 1::: C F 215 �RR�Frq yOr s,� t . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT CONTROL ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE � STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMINT FOR CONSTRUCTION ACTIVITIES. ■ 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. Precise Gr �� � � � I � �DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A g P MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4 31 PER FOOT FORPha .5e � � Lots � � �� 15 A MINIMUM OF 3 FEET. 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:t . 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR . e cif Cal If or n i a O STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED In City o� T�jm �j �j � � �� �t �SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS ' ~� TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. LEGEND 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL 0000.00 ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY TOP OF CUR � � gg SFS � THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL TC / i � �. 910 PIP COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. FLOW LINE FL ��\� ice/ � \ oy 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S ' �� '< � � 88 �� �le9?,� PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP � i / Sg 87 � GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO i ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG � ��� i 89 gg GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. / � 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED SURFACE FS / ��� / _ eo 86 � LOT t I LOT 2 VICINITY MAP ONE FOOT. ' / � s� � � 61 84VARIES LOT NOT TO SCALE 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE TOP OF GRATE T� � /�� / 58 / 82 AS-GRADED REPORT OF ROUGH GRADING BY LEIGHTON AND ASSOCIATES DATED 4/16/04. i � 'a- � TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE TOP OF FOOTING TF i i ,� 8S / � � 83 ii TYPICAL � � � � TYPICAL PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN �� l`� i� � DEPRESSION �' � �' � DEPRESSION HIGH POINT RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN TOP OF WALL TW � ,�Q` 64 �� � -� �,� `� �� �� PER CITY'S � o,� 3 ��7 PER CITY'S PAD EL E . -0.2' MIN. CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. / 5 i Aiii � ��� STANDARD o 3 0 3 STANDARD WALE TOP OF SLOPE TS �� � � 53 i� � 10 Qo �i SECTION X-wX FEN 9. R� 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 � � '� �2 � � � p Z DRAINAGE FROM Z HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. GARAGE FLOOR GF 0000.0 � QP .�� 9 �� NTS ��� F� � DJACENT LOT PERS g °Q� '� DRIVEWAY SEPARATION DETAIL A - CC&R AGREEMENT -- THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE / i _ FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 . PAD ELEVATION PE 0000.0 � g� A � oJy �� S a **** ���p (oar s'�.(ate so � � �2 � w� B $ "rtc�N 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION FINISHED FLOOR FF 0000.0 � , / y�\� 13 s Nphp) IES �n) AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY / 49 � � � �� yj. VARIES RI C � 33 � O,` g CONTINUOUS DRIVE APPROACH DURING THE GRADING PHASE. WATER SERVICE -� r �� ON � 14 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, 3CENTER BAND PAD FEN IN PAD WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF f � � � r a �9�. �s /� ***/ WALL/ IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SEWER SERVICE -QS / /�� 3S 1e 2 DRIVEWAYS- SLOPES BETWEEN FF VRI Z FF z � / / SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS 3 � WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. DRIVEWAY � / �� � � �/ LOT 1 LOT 2 � �1 � / 38 31 l 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS � ** BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF SLOPE � / ' j 30 /i� J�� � �� �i� / � � � O SIbEVALk v � � C ** ** ADJACEG LOT PER / Z CC&R A EEMENT � STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN � j � y U� /� � / � • a � a � � X Z m o MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LOT NUMBER1 1 � off/ � / 2 18 � '� � X - A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL � 29 / �% � s" BANG o �os� �� toq - APPROVE PLACEMENT OF FILL. � � Pte' 19 / � s" TYP. � � 1 780 / � V / SBOROERE UNIT TYPE/ELEVATION � 28 � / / / T R 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES AR ; �� � f / 2O -TC ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING INVERT ELEVATION IE / 27 �/ TYPICAL SIDE YARD DRAINAGE GRADING OPERATIONS. BACKWATER VALVES BW 28 / 21 � o� � o� � DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. � � - j- �/ � / 22 / �v � 0 3'a. 0 3`n`' WHERE: 18' MIN TO GARAGE DOOR, 10' MIN TO BUILDING, AND 15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS AMOUNT OF EXTRA DEPTH � a°� �� 7 MIN TO PATIOS, PORCHES, AND ENTRANCES. (1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED FOOTING REQUIRED � f � � U��� 26 \- 01 23 /� �a=� %� - � PLAN VIEW �� CORNERDISTANCE MEASUREDFROM OALONGNT OTHE PROPERTY LINEERTY CORNER TOTHE GARAGE CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL � r� r � SLOPES OVER 30' IN VERTICAL HEIGHT. \ � �/ 24 � `v / � � NTS *-�-* VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED EXTRA DEPTH FOOTING � � / / � / � THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION � , , ` / s� � � , CONTINUOUS DRIVE APPROACH 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION 0.X, � TACT-- � � IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO DROP GARAGE �_ � �q � BO NDAR � / � � MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT 'FyvA � � � ENCROACHMENTS SHALL 8E MAINTAINED ON AT LEAST ONE SIDE. GROUND SHALL BE GIVEN. 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS \�sT , „ �, l , \� BACK OF ALL SURFACE FLOW SHALL BE DIRECTED AWAY FOR BUILDING �f-�E�-�F OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE PORCH AREA SIDEWALK PER SECTION B-8 DETAIL OR SECTION C-C DETAIL. N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. SCALE: 1 " = 100' FS PER R PLAN 6" MIN. VARIES*** VARIES*** 6" MIN. 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. LOTS INCLUDED 2'��MAX �\ 3' MIN. 3MIN. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. / 0.5% MIN MUDSILL � MIN. MIN. MUDSILL 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO � FS PER COMMENCEMENT OF ANY CONSTRUCTION/GRADING. �_ SILL 6�� ABOVE FG FG PLAN PER PLAN GARAGE FLOOR E 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A � 5.0� MAX ';�.� n PUBLIC RIGHT-OF-WAY. 0.5�MIN ,� M 12 MIN. 12 MIN. 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL CONSTRUCTION NOTES & QUANTITY ESTIMATE STEP DETAIL 2% MIN. 2:1 MAX. 6�� NP. 2% MIN. � BE PROMPTLY SUBMITTED TO THE CIN ENGINEER FOR REVIEW AND APPROVAL. MIN. 20% MAX. N0. ITEM QUANTITY UNIT 20% MAX. � � 22. THE ISSUANCE OF THIS PERMIT BY THE CIN OF TEMECULA DOES NOT IMPLY OR PROVIDE SECTION BSB ~ ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF Ot LOT GRADING (�2 tors x 5o c.Y.) soo cY 35' _ 4�' 40) � STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE , MUDSILL 6 MIN. *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES a CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE O2 INSTALL 3" PVC SCHEDULE 40 90 LF IN GARAGE AREAS VARIES CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. *** � O3 INSTALL 4" P.V.C. SCHED. 40 72 LF 1780 205_ 6" MIN � GARAGE FLOOR SILL IS 6 3' MIN. 1 ' O4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 :• : ABOVE GARAGE 00 r �92y � _ 2�a ;, � . �� MIN. a 9 EA � ,n FLOOR SLAB MUDSILL MIN6 � co FG O5 INSTALL 6° GRATE PER NDS N0. 40 OR EQUIVALENT 12 EA � GARAGE DETAIL EXTRA DEPTH FOOTING 7. / O7 CONSTRUCT RES. DWY. APPROACH PER C.O.T. STD. N0. 207 AND DETAIL HEREON 12 EA 00• ►� 36' =PAD ELEV-FG 2-01 MAX. i WHERE NECESSARY `` 12" MIN. ABOVE PAD ELEV. 12" MIN. 6" MIN. z a TYPICAL FOOTPRINT ROUND OFF TOP 2� MIN. N 20% MAX. SECTION C-c a SCALE: 1 " = 40' 5 *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES W U W a UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER. DEVELOPER � 0 ALERT G PLANNING ■ DE91N ■ CONSTRUCTION ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. BASIS OF BEARING NOTE 0 MER[TAGE HOMES Z 647 N. MAIN STREET, SUITE 1A SECTION ASA a 5161 CALIFORNIA, SUITE 200 CALL TOLL FREE i aos�o couNrr c��wve,sures loo RIVERSIDE, CA. 92501 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42°51 '35" WEST FOR REAR YARD SLOPES GREATER > 'M 1 -800-422-4133 ` ' • TEMECULA,CALIFORNIA92591-6022 (909) 686-5103 IRVINE, CA 92617 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN , CON 3 U LTI N D s5t.e7a.8o42■ FAx Yt.e78.72ao • wwwAeF.com DATE OF PHOTOGRAPHY 8/5/98 (949) 250-6600 ON A MAP OF TRACT N0. 29286, MB 298/86-89. THAN 5 IN VERTICAL HEIGHT � LD07-486GR j - LD05-w2l7GR Q TWO WORKING DAYS BEFORE YOU DIG DRAWING NO. o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY ,. SCALE Q�OFESS/pHA` JDT AMC JDT RECOMMENDED BY: , DATE: 7•�• 07 CITY �� TEMECULA DEPARTMENT OF PUBLIC WORKS 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN � Tl�l�lj�l,� CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL �w� `��� tea, Plans Prepared Under The Supervision Of � COUNTY BENCH MARK T-46-81 RESET 1997° � r. z ACCEPTED BY: DATE: rl$��l o E4 G PRECISE GRADING PLAN o EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED " No.60132 A Date: � '� b� DANIEL A. XW °� ` TRACT 31053�F, CHARLESTON AT HARVESTON � INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE � gyp, e%�� � - DEPUTY DIRECTOR OF PUBIC - d�' = '�' `"� PHASE-8 LOTS 37-48 OVER SANTA GERTRUDES CREEK; 4.5' JO D. TANNER III ��_ NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL J'r Cl Y j\, WORKS/CITY I TY ENGINEER � � a DATE COMPLETED CONCRETE S[DEWALK. 'lf OF C A���O�� R R.C C.E E. No. 60132 Expires 06-30-08 R.C.E. No. 43212 Expires 03-31-08 '',oti;;sed oQ SHEET � OF ELEVATION = 1097. 163' N/A CONSTRUCTION NOTES �� • !1 2 INSTALL 3 PVC SCHEDULE 40T12 3 INSTALL 4" PVC SCHEDULE 40 �o Tj?1: PER DETAIL ON THIS SHEET o 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB of GRATE EQUIVALENT 5 INSTALL 6 GRATE PER NDS NO. 40 0 . o SLOPE VARIES M X ;?2 1Q9.0 � ' T49•G � SLOPE - 12.0 LF @ 2% TRACT BOUNDARY � s . . 34 PVc4 ��� (UNLESS NOTED ON PLAN R � ��� 2: (U LES ) �� :' �' �` MAX REMOVABLE PLUG a � 109.4 08.2 TS 4" WYE ;• -•• $ FL- TG PER PLAN Q7• '� '� 108 $ �'- . '. ': 5 10 _ :rA FL-HP rS 3" PVC 2.0 LF @ 2% �r' IE PER PLAN ,.....:.�; ,is��:: 1 PE=1107.2 0 0 `r' o 149.8 2 NOTED ON PLAN .aA.Y•..,. � meep . (UNLESS ) ';'w•�: ±" FG FG � o z w F -�G P� pLPN r: =11D 8 8 cn M1109.0 • ER :;;:t. r... PP o OS 0 08 4 N �' 08.4 `r.•r silos. FG FG• FG PE=1148.4 FG .,- a w FG cv T r::;:- {,.;��_ 1 ' TG PER PLAN 8.0 08.0 08 4 N :r 08•$ 181 ;:'..;�.' 4 . "~ I E PER PLAN FG FG a$.$ 5' PARKWAY - •. '. .. FG GF=1108 5 08.4 FP 11 FG FG `"` ;_.,.. �• --1108.1 •0 .8 FG 49.0 CL, X110 GF 48 PP $ ' FP=1108.8 48. , ;'''" 3' PUE :..... FG o PL=1 49.4 48.$ F ��:=-:; cv 0 •.� 08.2 108.4 FG / '�1$°� • D7,$ PE�1108. N 08.2 PEa1108 - 5 S W _ .•.: ::: 4 -;: •. o o 2181 FG FL-•HP �]1 w z z GF�-?108.9 . . 1-+ /...! 08.6 !! A R � FL-HP p : � � � 1 0 07,$ �1 �' � � B R � � �05 FL-Hp e? PP�1 4 PVC - 12.8 LF @ 2% 3 •1 �"'�" .6 0' .2 04 148.4 N P AN S� FS-Og z z �„� 08.26 o (UNLESS NOTED O L ) A 2 0 .2 FS--GB �- '8 P�=1148.8 .2 �' 08.8 .�� _JG 20 5 '.2 687.719 � �� �►. �-� � NTS .3 - � C1,. .3 Lj_ 1 5 a� 1 205 1 FS- 5 z49 PE=1106.9 �� CO-� t� to r• ,2 0 4m . AL 4 1 .2 U) 1 �� 't 00 4 STEP .4 o-cn o PE=1109.3 .1 _, 4 STEP 1 •4 1.i .--.3 t.� a 3 � .1 08. - " 8.27 FS p 1 .67 F �` - 1 r- .3 u)� t 07.5 �,, t.t LO r� .3 a r- t. - _ 08 1 7.4 010 dr- 0 GF�'11 0 .5 o c� FS-G 08.1 1• •5 3' S�G v�cn o a b' w 07.7 �, F G . u,� •2 N 48.1 FG .a .a FG .5 v c'' o t.s .6 y. t. 08.43 .--0 � FG o 0$.9 .6 � -�--4 08.53 FG u? FG r-N 9.3 x-07 .- 7, S�"G$ 11' t- •2 0 FS o o &e � � -� `•'' d' 13.5 08.13 00 op FG -, m �, PE cr oo 0 08. 3 48.1 N 0 3 ~ -�• WA�-�- . 0 `- FS 08.2- �- 4 STEPS PS .94 b- R 4 STEPS R• 31853-3 07.5 �► 3 STEPS G @ 0.5 o FS @ 0.58 ^' N G t'° o a m A @ 0.5 @ 0.58 4 ST p a •N INSTALL POLYETHYLENE ----- S 3 STEPS 1. 14 �t PLASTIC JOINT MATERIAL FG 5 5 @ 0.5 @ `� �/ -.� -' o -� cn co w �• 0.5$ --- - �r --, QUICK JOINT OR EQUAL W `�1 `� W W °. �^,� o a w 1 1/2 MIN N. COVER 1 ©Q FL cttt�� `- t. Ull ANNAPOLIS DRIVE �, �n �, ,� � ' ,, 8 SEWS r� ER �. W � W �, � �,, ." � 14 �o $ sEw o o (§� M � -- cr tia 0 ca w Tom- err �� (O] ap N C] a N O 8 [� - O '0 0 �j �� §!EgTIQN A It . . (0 0 "f �. o�' a 00 R/w -, 8 WA .- ti 5! 5! 31 INSTALL 6 U) (" � W W CO 0 w �.. ,.. REMOVABLE co to w o�. ( �LL 00 °7• W FL OF PIPE 1/2 6 SIDEWALK PUE PLUG WHERE -TG 5 +� a ABOVE GUTTER OF INDICATED 08.37 �' @ 0.58 06.i 6 I s `�-�- LOWL I NEGo "- ON PLANS � .�, S 3 STEP 06.3 TG 5 �.-- F 08.1 0 4 STEPS --- • 3 T P S • �, �, 4 STEPS � 0.58- 07. @ 0• 47.6 @ 0.58 INVERT ELEV. � 2% -•---- 5 `.0 07• @ 07.7 -�, t� � p FG G 1 08.6 Q8.73 5 � se FG °� � ' _` PER PLAN 06.$ r� fT1 v O{„�• ■1$.VV 07• . ' �� FG 4 �~ 1.J 1 \,a .Yr•• •• a/r i ytir. w Q oQ G V FG 0 �.'�. V 08.3 0� 'n o S �• i _4 ;T N -� ° 07.8 9 ,..- 14' .-- t.4 cv 08.73- FG 07.83 5g a9 a FG 11 .6 4 0 1.a 68.2 .1 @ 1 © t. FG �w+� ON 0 �,; , ,r •y :y. .• : _ 4 PVC , t cn t.� 7.8 F- 108.3 1 �- o`� +�, 3 a FG 07.3 t• S-G �'.4 4 STEP - '�' •,�, STEP GF=1108.7 FG , 1 0 { WHERE • ,97 FS � --� o F5•-G 1 • INDICATED `'c+ . 07.31 FG 7 -�' 00 -? (tz�j. 8 FS :�., .87 FS 1.n� 4 STEP MTRACT BOUNDARY �� .012 -Ge .4 G � �, 8.87 .2S o � �. Q ON PLANS E .3 1 cn 3 ,0 INV ELEV PER PLAN Ln .3 4 5 OS•D 1y$d ? 08.6 R 00 �N 0 0$.05 -HP z z CURB & GUTTER M _,, X05 FS-GB 2 FL OR '-� � 2181 FG 8.4 3"x 4" REDUCER 4 x 4 x 4 TEE 8o.1 •6 a� -- F f�P C5 a .6 1 07.5 8 R w .6 C 08.41 a 11 PE 1106. �, 07.57 2 FL �p (.3)0 •0 o r� FS_G A R �, 3 MIN PVC (SCHECIULE 40) ,n -' .6 --GB � 08 FFM08.8 8 2 t. �.5 Ow FS ,.-� PPs1108. o .- a PP�i108.3 � N FG 2 FF',11p9.2 13 @ 2.O% UNLESS NOTED ON PLANS r- `1 4 PE=1108.2 PE*1108. a FPa1109.2 4 107.y PE=11 cn 0 07. p+�z1 , 3 08.2 2 08.8 cv P8=1108.8 ELEVATION, 0 Z 3 � FG .2 �� GF=1 108. _ �� 218� .� 08•2 FG 08.� i U FG M�l - 0 �� OS 08.6 08.S FG PE=1109.1 ¢ • .2 C1. F6 -� .2 1+929 �. FG 08.6 FG 07.7 0 08 z F FG HCURB DETAIL G � IVA7'E DRAIN TNRC�U�`r ,1 FG 07.6 FG �1L. cn o z o G)EM PP�1108.3 FG 48.2 PE2110�.7 FG - o z 08.6 a0 07.7 Z o ',�, FG FG ON `f' FL- ¢ N as D7 5 ? 1pg o r g•2 0 )pg• ao M� o FL-HP 1 p8• Ts .� S a TS 8 ti,? 1Q ' w -•' � � r 9's Q 7 \ 2-0 1 SLOPE o108. ? �- - --- - _. ..._. 2, SLOPE �- PE=1106.o . � SL .--- .�. �•- �. TS 2. -•- - . -- .•�...... o 1 9 29 ,,0 28 19,5 20% 19,5 0 �-,5 Ac�o -j 2 5 G PE-1105.9 PE=1105.0 PE=1105.9 cv - ,_. PE=1106.7 105• PE=1105.0 _ LO 0 a o FG \. ' � �G c_n U uj UNDERGROUND SERVICE ALE RT PLANNING r DE91©N r CONSTRUCTION 0 20 40 60 CALL TOLL FREE 40810 COUNTY CENTER DRIVE,SUITE 100 jjj1 -800-422-413,3 " " r TEMECULA,CALIFORNIA 92591-6022 GRAPH IC SCALE 1 �„ ��� �( o 11, C O N S U LT I N 13 951.676.8042 FAX 951.878.7244 • www.RBF.com 0 LD05,417GR z Q TWO WORKING DAYS BEFORE YOU DIG DRAWING Na. o DESIGNED BY DRAWN BY CHECKED 9Y CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE �p� S$j� DATE: �-�.d'1CTFT EMECLADEPARTMENT OP PUBLIC WORKS o Q H� JDT AMC JDT RECOMMENDED BY: � T NGS TO ALLOW FOR PLANTER . �: DEEPENED FOO I � 5 b� 3 1/2 DIAMETER ALUMINUM DISK, FLUSH I N rt AIVi�/ 6/2007 RBF AREAS ADJACENT TO PORCHES & DWYS CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,� �► Plans Prepared Under The Supervision i 0 CONTRACTOR i► c,, ,r,,• ,1 �_ DATE: �rl.61��� of E�, PRECISE GRADING , PLAN COUNTY BENCH MARK T-46-81 RESET 1997 ,.., ACCEPTED BY. EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED No.80132 ^� a - DANIEL A. RK ~ Ln TRACT' 31053-F, CHARLESTON AT HARVESTON THE SOUTHEASTERLY CORNER OF THE BRIDGE ' Date: 6, DEPUTY DI ECTOR OF PUBLIC o -Y' INSPECTOR Exp. e%o/ae �, �, ; .:.:L;_.�.. PHASE LOTS OVER SANTA GERTRUDES CREEK; 4.5 N D D. TANNER III d WORKS/CITY ENGINEER _ w < THE SOUTHERLY SIDE OF THE VERTICAL �' �' �, NORTHERLY OF E 1' j 1 � d 0 ��' �� 05-30-08 43212 Expires res 03-31-08 a�• �4 ATE COMPLETED CONCRETE SIDEWALK. E' 0 R•C.E. No . 60132 Exp i res R.C.E. No p SHEET 2 OF 3 i D _ N A o� � - .. ELEVATION 1097, 163 e w DA r IIIIIIIIIIIIIIIIIIIIIilljllllllllllllllilliiiilllllllI . �. w r+wr wr r r ` • -m-ftsiIIIIIIII CONSTRICTION NOTES 1. 7 CONSTRUCT RESIDENTAL DWY. APPROACH PER C.O.T. STD. 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