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HomeMy WebLinkAboutTract Map 30668-2 Lot 1,2,6-42 Precise Grading GRADING NOTES 215 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA ■ BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, 30668 AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. Pr e c ' s� radin Ia 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 A 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" PER FOOT FOR 0S1 6 15 A MINIMUM OF 3 FEET. 7 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . 9 P 4. PROVIDE, AS APPLICABLE CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR In Ci of ty Temecu a a te of alifornia STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. V - - p C S I DEWALK _ Q - - 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL LAK USE X v - . . - v - v - X ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFYppzl_ �Q THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL R� COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. �p LEGEND --TC TGL o fi A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S SARASOTA LAN PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 0000.00 2' MIN CURB GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB TC SEE NOTE RIGHT ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, �v NOTE: CONSTRUCT CONT I UOUS DRIVE GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FLOW LINE ; PLAN VIEW APPROACH WHERE,CURB LENGTH 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 2 I s LEss THAN 2 . sEE VICINITY MAP ONE FOOT. HIGH POINT HP ° e 4 a NTS CONTINUOUS DRIVE APPROACH Ar, f DETAIL BELOW NOT TO SCALE 2' MIN CURB 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE FINISHED GRADE FG SEE NOTE RIGHT PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 1/23/04. HIGH POINT TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE FINISHED SURFACE FS a 11 12' z PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN !' ' ' TYPICAL Q TYPICAL PAD ELEV. -0.2 MIN. '; / ,`' �' DEPRESSION �' _ �' = DEPRESSION A WALL[ RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN 'r/ ' '/' ' � ' ' '' "' r ~ 1 ' /„,l,/ r, i Y 0 Q' FENC NG R CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. TOP OF GRATE TG Lp PER CITY'S 3 w PER CITY S CAIS STANDARD o STANDARD z DJACENT LOT PER 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 TOP OF FOOTING TF OVRT f'%r SECTION X-X R 1 bt b CC&R AGREEMENT I HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE TOP OF WALL TW '' -'f',, � ' , ; NTS I w, ( 5'TV (OEM Z FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 . , H f;'% ' DRIVEWAY SEPARATION DETAIL I B * B N M I NO GARAGE FLOOR GF 0000.0 ''' FF is4J'; Ntm A Es r, i,' i I VARIES R I SC 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION '" ' �' ��7 TR 30668 1 yyy AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY PAD ELEVATION PE 0000.0 ' ' ' � � 22 DURING THE GRADING PHASE. '' 2s , /,r r WALL/ 7 R 30 6 6 8 �I ,24 / CONTINUOUS DRIVE APPROACH I FENCT r/ , I PAD * PAD FINISHED FLOOR FF 0000.0 FF VARIES z FF z 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, � �, sa , WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF /' r,' r'''r'' IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. YrCENTER BAND I '~ WATER SERVICE SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS BETWEEN �.r DRIVEWAYS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. SEWER SERVICE -----�5 F ''A'' ' I DRAINA FROM ADJACENTLOT PER 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS � �„ I CC&R AG EMENT I BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF DRIVEWAY ;' i2 - - - - STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACE, THE TERRAIN {�� - 0 SIDEWALK - .I - _ _ _ c o 'Qr M lax MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. f'' ' Y --. Q - -•. Q ''� - �' '' ax A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL SLOPE o APPROVE PLACEMENT OF FILL. 34'' � 2 6" TYP. 6" BAND R Wlot 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES LOT NUMBER � � f, ;/,�;;;, I SCORL I NE BORDER TYPICAL SIDE YARD ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING /_128 -TC TC` DRAINAGE AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING A ,, , ,%;;,; ,,, , � � ,;%,- GRADING OPERATIONS. UNIT TYPE/ELEVATION r, r 27 ' 4 DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY R Q z WHERE: 18 MIN TO GARAGE DOOR 10 MIN TO BUILDING AND 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. ;%;; , ; %' "''' 7' MIN TO PATIOS PORCHES AND ENTRANCES. ' ;r ,, o_ cO z c� _ INVERT ELEVATION IE ' DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS r; 37 ,%' ',� ' ;' i° CORNER MEASURED ALONG THE PROPERTY LINE. ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED BACKWATER VALVES VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL THE SUM OF THE ADJACENT SIDE YARD SETBACKS IS NOT LESS ENHANCED ELEVATION TYPE- EH /r �;%% .� PLAN VIEW THAN 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES SLOPES OVER 30 IN VERTICAL HEIGHT. 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION p pK 4� '`' OQ� NT �i IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION AMOUNT OF EXTRA DEPTH r; S MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO FOOTING REQUIRED O y �`' ��g CONTINUOUS DRIVE APPROACH ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT �� p GROUND SHALL BE GIVEN. „'3' EXTRA DEPTH FOOTING 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS Z r BACK OF R OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES y PORCH AREA SIDEWALK VARIES*** VARIES*** „ THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES ENHANCED ELEVATION TYPE- EH 6" MIN, fi MIN. PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. 3' MIN. 1 ' 1 ' 3' MIN. -O.X' FS PER MUDSILL MIN. MIN. MUDSILL 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. DROP GARAGE �� �� 2.0% MAX PLAN NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. �`� SILL 6nABOVE FG FG MIN 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO INDEX MAP 1 ' GARAGE FLOOR COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FS PER 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A SCALE: 1" = 100' PLAN 12" MIN. 2" 0.5 12 MIN. PUBLIC RIGHT-OF-WAY. CONSTRUC TION NO TES & QUANTITY ESTIMATE `' -o� � � LOTS INCLUDED 2 �MAX E 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT NO ITEM ., 4.5� MIN 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. n AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS QUANTITY UNIT 21% MAX. MIN. 21% MAX. 19 00 DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS S I ONS SHALL �1 LOT GRADING (39 LOTS x 50 C.Y.) 1950 CY t BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. STEP DETAIL SECTION B-B 0 Q INSTALL 3" P.V.C. SCHED. 40 N 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 427 LF *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES AND CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF �3 INSTALL 6" GRATE PER NDS NO. 40 OR EQU I VALENT 36 EA 6" MIN. to to STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE MUDSILL w CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE �4 INSTALL 4" PVC SCHEDULE 40 80 LF I N GARAGE AREAS Uj CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 36' 38' 41' " VARIES *** P/L M �5 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 35 EA f GARAGE FLOOR SILL I S fi M I N ABOVE GARAGE 3' MIN. 1 ' 3 I NSTALL 4" CLEANOUT 1 EA 1 2 3 _T FLOOR SLAB MUDS I LL MIN. s" MIN. 2 FG to CD to CL GARAGE DETAIL v EXTRA DEPTH to FOOTING z -PAD ELEV-FG o 12" MIN. ABOVE PAD ELEV. WHERE NECESSARY 2: 1 MAX. j ROUND OFF TOP 12" MIN. 6" MIN. cr TYPICAL FOOTPRINT P/L 2% MIN. 5' 21% MAX. � SCALE: 1" = 40' SECTION C-C *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES i UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER DEVELOPER w Q PLANNING . DESIGN ■ CONSTRUCTION BASIS OF BEARING NOTE "' ALERT w ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. LENNAR HOMES 647 N.CALL TOLL FLEE ■ ■ ■ 27'865 YNQ ROAD,SUMS 400 RIVERSIDE,I NCA. 92501 STREET SUITE 1 A 24800 CHR I SANTA DRIVE FOR THE AEPORTION ARINGS SOFFWTHEECENTERLINE REON ARE A OFD MARGARITA ROAD TH 1 AS5SHOWN T SECTION A-A z 1-SOO-422-4133 TEMECULA,CAL.IFOFHA 92%1-4679MISSION V I EJO, CA. 92691 0 C O N S U LTI N C3 909.676.9042 • FAX 909.676.7240 - www.RBF.corn (909) 68fi-5103 ON A MAP OF TRACT NO. 2928fi, MB 298/86-89. FOR REAR YARD SLOPES GREATER DATE OF PHOTOGRAPHY 8/5/98 (949)598-8500 THAN 5' IN VERTICAL HEIGHT o TWO WORKING DAYS BEFORE YOU DIG LD04-034 G R z Q CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE W E S S jp DES I(�D BY DRAWN BY CHECKED BY Drawing No. o REV I CONTINUOUS DWY DETAIL AND RB RS/RB JDT RECOMMENDED BY: DATE: '� CITY OF T DEPARTMENT OF PUBLIC WORKS o 5/04 COT 1 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN SO TA n CONCRETE CURB STAMPED "RIVERSIDE VERS I DE HORIZONTAL `^ Contractor � r a� Plans Prepared Under The Supervision Of ,. COUNTY BENCH MARK T-46-81 RESET 1997" ,err. s - - 400 EASTERLY OF THE CENTERLINE OF SR-79 AT w No.so132 r S ACCEPTED BY: DATE. PRECISE GRADING PLAN 0 Inspector THE SOUTHEASTERLY CORNER OF THE BR I DGE AS NOTED d Date: / DEPUTY DIRECTOR OF PUBLIC WORKS � Exp• 6�3%'� � RONALD J. PARKS __ TRACT 30668-2 OVER SANTA GERTRUDES CREEK; 4.5' q NORTHERLY OF THE SOUTHERLY SIDE of THE VERT I CAL Jf' C I 1yj!V\. JOHN D. TANNER III LOTS 1 6 42Date CompIeted CONCRETE SIDEWALK. l � :: ilea: -� o F OF C k R.C.E. No. 60132 Exp i res 6--30--04 R.C.E. No. 19744 Exp i res 9-30--05 r a ELEVATION = 1097.163 N/A TITLE SHEET SHEET OF 7 LOT NO. ENHANCED REAR ENHANCED SIDE BACKWATER LOT NO. ENHANCED REAR ENHANCED SIDE BACKWATER 1115,E ELEVATION ELEVATION VALVE ELEVATION ELEVATION VALVE RIM SEWER - 1 N/A N/A NOT REQUIRED 13 N/A N/A NOT REQUIRED / SARASOTA S A R /r TR CT - 2 N/A N/A NOT REQU I RED 14 N/A N/A NOT REQU I RED A S O TA DOWNSTREAM 15 LAN 13 BOUNDARY ARASOTA LA _ 6 YES RIGHT NOT REQUIRED 15 N/A N/A REQUIRED // N 5 15.61 T 14 7 YES LEFT REQU I RED 16 N/A N A REQUIRED -. __ 1 •15 IE " _4 U < 16.34 TC 5 n 8 N/A N/A REQUIRED 17 N/A N A REQUIRED _ 15.89 T _ ' 16'02 TC 9 N A N A NOT RE I D 18 14 1 -_._.. '- __ J 8 WATER N 1 12 O 2. 5 15.56 IE / / QU NA NA / / NOT REQUIRED � 3 15.39 I .v -�..__ � 2 r " � .o � ',� 2 � . ._ 0.50%..._.. 6 10 N/A N/A NOT REQUIRED 19 N/A N/A NOT REQU I RED G�'G " _ FH 11 N/A N/A NOT REQUIRED 20 N/A NIA NOT REQUIRED 1 W� w _-._ , • 1 N " N �yN. 1 - W FS .30 12.0'02. 12 N/A N/A NOT REQUIRED 5" SLAB PER FOUNDATION PLANS 2 5" SLAB PER FOUNDATION PLANS �,!S S 15.9Q 1 AV/AR 16.6 TG STREET 16.54 FS •' .4 F 3 .80 I . S I� �� S S � S 4 , � 1 .42 . .-.- .92 641 / r' S FS K FS °D j'r 4 STEPS 4 STEPS 0 y - Q 17.4 - 17.98 00 / r' � � .3 / /' , 6 18.53 FS I r/� r 18.63 F .6 m FG 17. .6 I 17.6 _ FG 18.0 •_ r 17 FG 17.8 18.63 18.0 �►. . 3 Q' 16.4 17.6 FG FS-G'p , ;'' / ,'' i' 3 FG 14. FL Fc ,,� / ,;'" / j' S Fs-GB 18.0 1$.o Fs 2 TR 30668-1 /,�" E r' FG FG I 31 RETAINING WAL - K ' F; l _� 38 PE - 1116.6 1 SEPARATE PE T k 6. A j 1e•0 2 A ? I r , .r r ; FGEU i FF = 1118.8 / j I Q ' PE - 1118.0 FF = 1118.8 �. 17.70 r 18.1 AC 1 .3 FF = 1118.4 FS-6'p it E - 1 1 7 6 - 1 18: / f E = 1 8. ? PE = 1118.0 1117.6 N j r J ' { N 18.0 F, _9 17.8 F"UTUR� 17.6 TN I �►:.I FG FL--FP TR J, 14.3 TF' 17.6 GF=1117.9 / r / r' �j, r' GF= 18.0 TR 29fi39�2 r r r rr / 1118.3 FG•� LOT 19 �' � Fs •1 FG ti ! I % 1 Li L. /' ; +bito oz r' �/ r NQ 18.0 z�„ 1 s / r N1� 17.6 I �� / / FG .. o FG FG / r- FG z a� 20, 3p, .FL LO - !9 / 20 17.4 ®• 7' ,� / /� / 0 17.8 rs '0 / PE - 1116.5 o ,e FG 6,4 Fl b b �� 1� �1 � 18.5 FL-HP ��S o z 1 �� F 7.6 FL LO c •� " B.6 �� FG _ �10 �. 6 FH / `� 1 FG 16 6 0 ,z - - - - -� 17.8 z u� - / N I N1�- - - 2 - FG •3 16.6 FG o - -, o ? FG 17.8 17.7 18.7 o Z - // o G c i M FG ® - - w FG 18.7 , .-. o Fc ® N v !J� 117.8 � N �W1 176 17.8 17.8 .1 I ^� •70 - G n o / 16. I I FG FG cnFIG FIG 111 . 18.7 18.7 18.7 r2 $ 4 5• S +� j - .3 _ F FG FG _ FG 7 I / �C-+ ?! // 3 , 17.4 ev 3/4 s z'I z B cv 4 29 " FH £ S ,�'L 1 16 6 16.6 1 C VG fjee N 2 A o Z- / PE 1115.8 6'7p FF o EW1 kq 17.90 FF = 1118.6 '� o - `38 16• �H S 1117 4 '�` FF = 1118.6 17.8 FS PE = 1117.8 FF = 1119.5 GB / \ 6.4 FS 1 1116.6 . FG PE = 1 18.7 18.7 18.80 FF _ 1119.5I 9 I FG FS PE - 1118.7 -�_, ,� , I -J R/W 4 le ,� 17.8 � _ .6 J t ,3 1 16 93 FS 3' ' 17.8 � -� 0 5 / / 5, 5, INSTALL ,0 ok S 6 16 3 1e =� FG FG 17.6 n -� N 18.7 0 0 FL OF PIPE 1/2" fi„ SIDEWALK REMOVABLE / o STEps 1 FG 16.6 6 15.5 j 17.6 IGF=1118.1 17.8 FG ABOVE GUTTER / ^ry h rS•58 0.74 S FG FG FG 3 FS 17.65 FG F ' n 18.1 = 18.7 1.8.1 FLOWL I NE PLUG 15 FS be 16.,34 16 1'� -- FG INVERT ELEV. 4" PVC R1M ? 2.2 1 N +! FS 82 FS 18.10 1:�e � 1$.27 18.21 M N FG A 19 / F 45 s O F 14. •3 FS 18.92 F 018-36 PER PLAN J 2x 12. TC 1113 N' S Z6 be FS FS r et o0 18.92 F 18-36 / w �-% 2 1 >- PE = 1112.2 / FEL G D ^� 1 r S y ��I£ S •0 �$ 14. 15 F'S "� F14 43 6.72 FS 4 STEps °' FS.03 4 STEPS 18.87 3 STEPS FS r -' •: 3 l� 2 ,2 . w.� ,5 1 FS 14.58 w 15.77 2 FS 18.52 FS 0 O ... -_� '`�C, 13 T 14.28 FS ao 3 15.08 TG f 15.13 TG 3 °° � 15.50 - F S 17.32 r 11* FS FS 1 ST P TR 30558 G" h�" S 2.0 " `- _ 34 5 FS •- 14.58 14.63 IE S 2 12' O 2. S 18.19 l / rq -r 1 •S 3 1 1 AV/AR s S F 16.61 TG 0.9% 2 15 N r 39 `--� S 3 FS / 0 7 2. O 0 2 w ;. t s.11 I +� F FG F •$S 5. F 1S s s TG .- .,� � 4 N �` w .� W w Fs 16.79 ti ' `�' 28 7, s 1 r5 r5 0 3 13 s T CO� �'► ��'• �h' �.�0 /PE = 1115. INV ELEV PER PLAN "� de I GHT G ! �i `_ "� 4 CURB k GUTTER 5'0 G ''• `� 16 S 13 � � • 4.80 TC 4. TC `s ui "� 4"x4"x4" TEE 3 TC -� ,�G 5 5 >.qr LO 16.59 16.84 •�. tis 5 3x4 REDUCER 5 r5 1 FS 14.34 IE.w c� 14. 9 IE c+ �,, 5 ti 5'O/ » / F p ® FG .0 6.28 "� 13.7g 5 , ..TC - / 2.87 �`� .c, TC F �,• ►huh i�, 0• X 4 3 MIN PVC (SCHEDULE 40) G FS 1 �� ST T .33 TC 5 4 2 0 0.52 f 3 1�. v r5 14 rs• r 4 w 2 2.0 / 15.87 I 7.05 '�� s 20 I o F .e F ro FG ' 13 0 2 -._ __- LI T t 50 ELEVATION 0�,�2 FG . 41 S k pF m o o •4 FS•9 FG'9 nkFS g3 S 3 0x 5 'g`-- 8" 4p " 5 ,s TC IE / PE 1111.1 / 40 IE 17.49 rs.8 `v G - N 1'3 73 M' �� `- GR - S 17.14 �6 S I rs ry r 1S / 2^ 14. 5 ,� _-._ l �-�� FS 17.63 / D 0 / �+ � 7 T _ 16 '-- 4�' 2 10.3 - FS / G 2• 15.9 15.61 .9 16.05 3 ,4• _` 2 O , SZ 1 --� �-��, __-- .�- W t- FS / 2 r4'e - FG 6. 1 FS 5 ��' 14.� 12 T 1 / PE = 1114.8 � 1 0 r G k © o P r s o 5• 4. 3 TCC 2 5 S o £ _ r 1 � 15. � G 1 8 �� " °'� S 1 4 15 - ..6---..__ • �• ,�' m , - 14' T 16 _--- / INSTALL POLYETHYLENE �J' o FG 15 D FG D rs . 3'�G 9 0 1 15 g G �y ^ 1B. 1s•�9 4 43 14 _.._...__ 5.... 5 w .15 PLASTIC JOINT MATERIAL • TC 17.49 / „ "QUICK JOINT" OR EQUAL 14 G � FG •1 FS F$ �5 F 8 FL o� 0 15 F 5.9 F s•Q7 0 3 �� 14• w 4• T S FS 1 1/2" MIN. COVER-i / A• S 1 3 -. cry `v�ti' •2 / FG'9 G ® S 3 A , 16 5 1 " F 4 i r *q FG s•5 ST O X1'1 HARDSCAPE PER LANDSCAPE 2. `.. F 5•g FG.5 FG s oS S p 1 89 T 5 y.,/ 1 AV/AR �S• / ARCHITECT'S PLANS k r • Y::_ `- � � F a � S-f8 `- F ' � � -»'- •;-, -- fie-" . 6.9 o k � N •- - . 1 5 � o � r 1 '°£ _ lyre 3G' � ,7 16 e - - �. [� •9 FF - FG.5 , 15 8 15 8 T S rS. FS / 9" 6" cv o 21 L7gr5 0 - , 6.5 FG � Tf" rs r5 - 1 18 W .0 / PE = 1108.6 9 F •9 2 FG o 16 2 r,,s .3 16.5 F 8•�2 E3 O ,n FG'9 ® Fj6 '3 5 F6.60 FG / S 16 FS S 6. 1 T 2 / SECTION A-AGo FG'S 16.5 S o ; f 18 5 �iri h ' 13 3 / o �5P o 2 0 r 18, 1 •39 r, r� 15.9 / FG =1 , " ® a 1117 �` FG FG •5 FG , �o "� FG / 2 6 N G _ o ,6 5 s 5 11,6 5 ^ 4 FS N •9 PE - 1114.2 PRIVATE RAIN THROUGH CURB DETAIL L0 N c� 'C_'J F FG I '� 1 \ o_ � 2® G 18_ l 3 9•alo 1 / Y 22 5 "�� 16. q _ 19.6 �� FG 5 FL 16.5 H/ 4 2 ^ 18 F'11, 19.OS TS o PE = 1108.6 r �5 1 .5 FG 2 F 5 8 4 2 \ FG 16.3 FF .2 G 8.5 18 5 FG o pe ,,119 3 0 2� G FG Fly , o .. 1181 18- 14 / CONSTRUCTION NOTES 23 �- 18.5 '� •� FG•sQilTR 3o s s 8---1 0 PE 1109.2 1�•S _� - / �i / o F 7 '� 2 " 04 WALL/FENCE PER 1 I FG GF_ QD C 1119 / O INSTALL 3 PVC SCHEDULE 40 N _ LANDSCAPE ARCHITECT'S / 18 11,8 8 18 5 ,,18 .3 ey / PLANt _ o FG 5 G 8 5 ,8 3 ,c-G 5 2. O3 INSTALL fi" GRATE PER NDS NO. 40 OR EQUIVALENT �C co 1-11 TR 30668-2 / .g� o/C� 18 5 G FL , - / 2 O4 INSTALL 4" PVC SCHEDULE 40 0 1g `Ni F 8. •1 / 0 2 4FG 5 PE = 1113.6 �5 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET 0 20 0 20 40 60 4 1109.2 O A o GRAPH I C SCALE 2 5 00 PE = 1110.0 � �► � f o � - _ 1 24 w ROUND SERVICE _ - PE = 1113.0 ALERT PLANNING ■ DE!lION ■ CONSTRUCTION SEE rr NM. SEE SHEET 5 FOR 0 SEL S H L� 3 _ � -� HORIZONTAL CONTROL DATA a ML TOLL 2�? � � ■ ■ ■ 2755:5 YPEZ ROAD,SUITE 400 z PE = 1110.0 Q 1-800-422-4133 �u..A.CALF-CMA 92591-467'9 p C C3 N S U LT I N(3 909.676.5042 a FAX 909.676.7240 ■ www.RW.com I iy- 0 TWO WORKING DAYS BEFORE YOU DIG LD04-034G R z Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK pIESSj DESIGNED BY DRAWN BY CHECKED BY 0771COU TIL AND SCALE Qa ���� RB RS/RB JDT RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS Drawing No. Q 5 04 COT 1 3 1/2- DIAMETER ALUMINUM DISK, FLUSH IN ��� 0, TAN,y� �,, U Contractor CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL n COUNTY BENCH MARK T-46-81 RESET 1997" ; a r r Plans Prepared Under The Supervision Of , �, ACCEPTED BY: DATE: o r PRECISE GRADING PLAN EASTERLY OF THE CENTERLINE OF SR-79 AT 1" 20' a No.60132 p DEPUTY DIRECTOR OF PUBLIC WORKS Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE 2 OVER SANTA GERTRUDES CREEK; 4.5' gyp' d/�/� Date: Z� TRACT 30668-2 NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL Jl C ` ��. JOHN D. TANNER III RONALD J. PARKS � - � Q Date Completed CONCRETE SIDEWALK. 'jF I r, E4�� 60132 6-30-04 _ ef - LAGAN COURT, SARASOTA LANE o pF �`t R.C.E. No. Exp i res R.C.E. No. 19744 Expires 9 30-05 LOTS 1 2 AND 6 TO 20 ELEVATION = 1097.163- N/A �''�•� � SHEET 2 OF 7 20 20 TR 30668-2 PE = 1115.0 PE = 1111.1 ,, 19 PE = 1115.0 -- _ 2. 1 18 SEL SHEET 2 08.6 PE = 1115.9 FG 17 212: PE 1115.9 _i- 1 PE 1109.6 ` f 00 NF I _ 16 PE - 1116.5 2: 1 08.4 FL- f' PE 1116.5 ' F WALL/ PER 14 09.0 �_ LANDSCA ARCHITECT'S 2: 1 08.6 _ • aK z - '- FL I PLANS ' PE - 1118.5 13 FG o 9 - 08.6 �.6 - z � r ci FG o ,� ` ® FG / o 0 2 09.2 2: 1 PE = 1118.5 N N�M FG - / 09.2 .'I- 06.6 _ 12 08.fi 08.6 7' FG 09.2 9� 10.0 ' TRACT 08.6 FG .� FG FG 09 - _ F BOUNDARY � FG GF=1108.9 LE 2 8 z 7 FG•2 �t z - FG ` ' 2: 1 C,4 24 /3 A\ R / o R © N ® k �'` G p9 Fri, ` -` -- PE 1113.0 1109.4 -' .0 R 09 o FG 2 -- 7' FF = 1109.4 08.70 PE = 1108.6 FF o F� 09-2 --1 2 2 PE = 1108.6 FS Pe ; 1110.0 N FG 7' I - • ' ��0 PE - 1108.5 I 11 ,� 9• 09. 2 FG �W - ry�� / � FS � 09 • � 08.6 09.2 5 -1 � 2 6' >0 0 � .[��'8 / 07.4 r FG FS o � _ o O9 2 FGD _�`�° ENHANCED REAR ENHANCED SIDE BACKWATER FL- 00-6 GF=1108.9 � o FG � 2 LOT NO. ELEVATION ELEVATION VALVE .6 08.45 .1 Og• 1 09 SO FF , 1110 �~ r0 r0 0 �k / 21 N/A N/A NOT REQUIRED FS K .4 8 S --► �•0 S � ; 11 0 ok 2 FG 0 J FG , / 08.81 08.9 art °D o p �0 •2 U6 �G•2 09.2 � / PE 2 3 22 N/A N/A NOT REQU I RED 1112.5 FS FS as o 4 STE 3 07.22 TG .3 G- FS_GB GFr 1109. •4 ,rF °9.8 r0 ,�G•0 / 23 N/A N/A NOT REQU I RED 4 STEPS 4 r 06. 06.72 IE 09 k S l a F '0 06.90 as �• � � /� e r r G o 24 N/A N/A REQUIRED 1" IRRIGATION METER 06.67 TG�03 S FS FS S - FS STEP o 09 4 FG 8 ,� ,�` r r °•8 ® �*1710 r / 25 N A N/A NOT REQU I RED Afr-t7 .81 07 .� FS 2 o ryo 'S .0 l r p �\ / f -T- -7 F 7.13 F S •1 ^� •�3 ry� - 2fi N/A N/A NOT REQU I RED r X F Qf, 3 FS )7.60 k a9 - 12 0 Z• W � r � r0 27 YES N/A NOT REQUIRED 2 W w F N 1 33 '� •,g FS d3 r0 r `V 3 FG' 0 / 28 YES N/A NOT REQU I RED 7• ro F 06.3 TC 5 -�g, 2 0 006 TC a 12. •Ox 3 S 75 F$ O'0, h��r'rD G O S.G 29 YES N/A NOT REQU I RED 1n • 05.9 IE �' 07 08 TC 2 7• �98 �' ..`V `� � FF / 30 N/A N/A NOT REQU I RED � 5 SA � . S ' • '°f � rr'r0 �~, / 31 N/A N/A NOT REQUIRED 10 5 0� n J 2 72. Fag FQ9• r 'rD.o ok �' 32 N/A N/A NOT REQU I RED 5 0) 22 33 N/A N/A NOT REQU I RED 0.80% ��� �� - TR 30668 _ 5 0 • p rc NrON � 07•z I�,�. r �N 00 �., PE - 1111.9 5 SLAB PER FOUNDATION PLANS � /4 y �- o p .S G CO 5 7 OX •30 \ ? T IE 07 0 Q5.89 01 as.84 I S 2 f S ? •9 = N o F c, TR 30668-2 CONSTRUCTION NOTES w 06.9 s w --r8, 2FS T£R �G O2 INSTALL 3" PVC SCHEDULE 40 F7.1 2 3 TG .71 S 07.05 S w �n oa be S } ,1 �3 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT ---FS 5 STEPS n 4 STEPS 09.2 09.32 _\ ° TC S w �°T �5 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 - FS - 044N 07� FS S� 4 rn 09.3 p G+ 09.3 7 T ]7`� y °° FS 08.9 08.66 FS •08 Ie 3 A _ f f p \ } 08.9 FG FS-GB y 1O FGto s 1p• 4_. Y 5 S ? 07.7 FG K 08.9 g � ' 22 FS S FLAB o FG FG •1 �: 09 8 nk 0� O 20 I 60 FH ? ` I r FG FS ' ¢ •o$. RIM r 23 08.9 ��' FS•z� 8 " 10$.27- s S w 1 3C �8 1 FG 1B / - w. j \ PE = 1106.2 ` ° . 1 FaS - Z - 6 � 08.90 G FF = 1109.7 � FF = 1 6P 14 FG 8 F 9.66 '0.2j�. 3 D `O)�?B TI� �w- 6' PE = 1108.9 0 FS_GB � PE y 11 OS•g ? S p9.8 S 10 ' TRACT '� z k G BOUNDARY GF=1109.2 �' o FF_ 111 F0.B ok FS �FG ^ 08 9 08 0� P£ 11 0 0.6 3 4 07.9 1 FG FG.9 9 Fc R •s ro \ O ® 06.9 0 z FF1 o1 49 Og r FL•� FS '9) ��. � F 08- 08.9 �� " ... + �� z 0 FG - cv 1z k •8 t� �°f 1 r , FL \, FG � � 4a FG � ry' x010 6 � ' S S ,\ Li \ o 8 z' 08.7 �',�� • FF-FP 24 PE = 1105.9 1 2. FG F'9.8 • o G FG � Fs� •� �2� 3 � ti/� ��' F'0 '0 6 3 l�, • 1 .` E E 34 - ,��? Ir r yo •? G 3� STREET PE = 1106.2 •g t� sok �'G LIGHT o ..° Frog FG 19 04 J, G r0 F S PE - 1111.5 ,) j; SEE SHEET 4 \ F° ',, F °g ^' G •a ' _ W a a Ftp a \ , cy 0 0 m 0a to 20 G PE 1111.2 TR 30668---2 09vi s ok� ti� 1e •s / rrr 'o �" o ro z rrr r•s FG . � -� 21 I--, ��' PE =1111.2 0 U \ ^° F ) OJ 20 0 20 40 60 SEE SHEET 4 ' . cTR 30668-1 Mj " � N ry coGRAPHIC SCALE �S � rte~ r �° _ ? NQM- SEE SHEET 6 FOR HORIZONTAL CONTROL DATA Uj UNDERGROUND SERVICEUj ALERT PLANNING ■ DESIGN ■ CONSTRUCTION 42 J U � 97- PE - 1105.4 0 r z Ca CALF. TOLL FREE ■ ■ ■ 27555 YNEZ ROAD,9UTE 400 1-500-422-4133 TELAECULA,CALFORPNA 92991-4679 Q CONSULTING 909.676.9042 • FAX 949.676.7240 ■ www.RBF.can 0 LD04-034GR z Q TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK �pVESSjp Drawing No. o �'°`�E Q �-7 JDT RECOMMENDED BY: DATE: 3 �' CITY OF T DEPARTMENT OF PUBLIC WORKS REVlb-ED CONTINUOUS DWY DETAIL AND- ! RB RS/RB 5/04 COT 1 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN 4�0 �. TANK �• CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL y ` r Plans Prepared Under The Supervision Of Goo COUNTY BENCH MARK T-46-81 RESET 1997" �. .� ACCEPTED BY: DATE: 3 ' T PRECISE GRADING PLAN 0 Contractor 3 U-) EASTERLY OF THE CENTERLINE OF SR-79 AT 1» 20' : No.60132 Date: p DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 30888-2 i Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE Exp. 6/30/04 OVER SANTA GERTRUDES CREEK; 4.5' 49, JOHN D. TANNER III RONALD J. PARKS - p NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL f' e j!1� �* _ _ ___ EDENTON WAY o CONCRETE SIDEWALK. jE' 4 60132 Ex I res 6 30-04 R.C.E. No. 19744 Exp i res 9 30--05 �; - SHEET OF 7 � Date Completed or CA�1� R.C.E. No. p 1a ..19e� LOTS z1 TO 33 3 ELEVATION = 1097.163' N/A i 33 PE = 1108.9 - -- 32 PE = 1108.9 24 r PE = 1105.9 / 1• `� � � 21 Oz w 0z MI� 31 MIH 06.2 05.0 PE = 1109.8 10 TR 306582 3C -s 05.7 FF ;/ 06.50 %.44 SEE SHEAT' 3 5 06- 110 FS FS FG 2 11 7.2 1 \ ti h � S� b 0 qg,0 6. 0 ,� 6,2 J ,k ./ FS FG 30 -ftft ` pe.2 2.OX \ ^ � PE 1109.8 .06 2 5 ` FG �� �°z F 0s, � \ PE = 1105.3 FS 78 \ �•2 FG � 2 \ 10, F o RE 7-A I NI to,, bG WALL 2.0N ' MpFr 1107 FS \ PE 1110.4 F 05.8 E z 1106 •2 �'°'' \ 2: 1 - 1' .4 _/, � 06. 1 pMIN 20 �'s FS >r \ - 19 03.9 Oz MIN 05.0 FL .4 .� \ 2 10 04. •6 21, 03.5 \ FG 3 -4 TR 30568 PE 1104.8 ` ' \ •oz •2 04.4 016.2'- 2: \ MIN ® FG 04. 19 F� 05.04 - \ 28 04.6 6 PE = �105.4 FS FS \ PE = 1110.4 G o, 104.6 1 06.3'TW S \ - 1 . 03.6 T RETAINING WALL PER 04.70 04.6 Ik \ 5 SEPARATE PERM I T 04,4 FL 04.6 �, 2.0z '�� \ S S FS S � �., FG �� 1.0z x.46 PER LANDSCAPE ~ FSS FS•84 S w 3.6 F S.97 ARCHITECT'S PLANS 02, �► 1.Sx o p°Vo 02.7 �- u* ELEVATION ELEVATION ENHANCED IT ITNCED SIDE BACKWATER 04.-4 p4 6 04.6 FS 2 FS 2 B) �0 '�� �' � ,- - 2 7 LOT NO. 04.6 FG o^a •79 PE - 1110.7 34 N/A N/A NOT REQUIRED 27 10' FG '1 �H o l�0 �� STREET 03.59 \FS </ 06.9 TW 3G5 N A N/A NOT REQU I RED PE = 1104 3 '- 02. 5 S 03.6 TF N/A N/A NOT REQUIRED F O? LIGHT 04.3 TW 37 YES LEFT NOT REQU I RED 2• F 8- s S f 0 1" I GATION \ 03.6 38 YES RIGHT NOT REQUIRED MIN 1105 4 .2% 02. T w 39 YES N/A NOT REQUIRED 1104 04.90- y� S 40 YES N/A NOT REQUIRED -.2 4 6 ,1 FS r-,: S \ 41 YES N A NOT REQU I RED _ •6 04.0 11 1.4z 2• 42 YES N/A NOT REQU I RED 1.Of MIN FG 04. - \ 5" SLAB PER FOUNDATION PLANS F 2: 1 � z S '� �, 1 ' �E 6. o f �N o� p 28 -- -- OPEN SPACE 01:50 `� 4 c 5 �' tiE FS o�S °' 0�''� CONSTRUCTION NOTES 4 4 Fs o 5 0 2 's FG o OPEN SPACE 3 , 'a �� " �5. \ fi $� ` 1 TRACT N �, F 0 0• $ \ PE 1111.2 2 „ 0 -� 4 �� 0 05� FS \ O INSTALL 3 PVC SCHEDULE 40 BOUNDARY � 1 n :T �� y ` \•�fi F1,�p5' �� �3 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT r r- �. _ 0 p`ti• `� �` �' o$ TR 30658-~1 f •r4 6 �,��G �It �� �4 INSTALL 4" PVC SCHEDULE 40 EX. CATCH BASIN .- C, 5 0 FG y 5 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 1•g7'� ,. c (fl" cape 0'� '1• ' 0 FS �� 11105 $ .I �C 01. Z. b SZ FS 'I O G FF ' \ INSTALL 4" CLEANOUT o $ >o�i$ �,k Jn •�� _ 1° Is � b FS ,� o° 6 � 0� 1 amu►_ F� FG \ N _. w FS G �\ k \ P p,�K LA Ro12 z 0 s F �� G -oma . 1 00 g1 lC Og SG 3 w �G QS 'ate F o rZ 'yr�o-� 0 15 Qp• 5 .12 S O S - F -1 �,a � 105� �r\ o �° �► F FG �" F �1 � Z 06.4 �-",o LP 1 FG k 0� r S FS ,02 FS oc� o, 00► FG F ,i FG 2 02.9 -� V6 FS 32 Gi EV o• 82 'g 16Go �9 33 FS 03.6 FS FG J F o ,�10 k .0 Z TC FG j o j F - � �'� 3 � •2 1 •`� \'Lr FG I 38 3 sp 110A• 5 �" 6 OFG 4:.�� � -� rn 1� 33 I _ 0 FF _ 1103- 6, F�- r LO 4 � 4 FS PE .o - �, WALL/FENCE PER �- av ` 13 -- I 3. 20 20 FF - 11 0 , 3 603.6 LANDSCAPE ARCHITECT'S r o �IpE S 11 PLAN _ c%4 � J C'4I I I o C4 •5 GE-11033.6 FG '�•,`� U-)as FG N / 5c w r � •6 Z��, _ � � U I / o 1 BVC z FG .6 -6 FG h :2m = 1102.jy FG / _ I ; y � EVC w r� o I �' 03.4 T'1 I 6 n TR 3066811111 00 I `I TR 30668--2 o 1 _ U 20 0 20 40 60 I EX. CA CH I o BASIN f a - VR - R� GRAPHIC SCALE �-" N 0 N Q PIOTE: SEE SHEET 7 FOR 00 HORIZONTAL CONTROL DATA c0 c • A UNDERGROUND SERVICE r BVC - - W o ALERT PLANNING ■ DESIGN IN 10004IITRUCT10N C/ W It FUrURE CALL TOLL FREE 2750 Y�ROAD,SUrM 4W TR. 2 9 539--�-2 TEMECLLA.CALIFORNA 92591-4679 0 1-800-422--4133 LOT 1 2 C a N 5 U LT I N C3 909.676.5042 ■ FAX 909.676.7240 + www.RBF.com ca TWO WORKING DAYS BEFORE YOU DIG LD04-034G R Z i CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BEN('I-IMARK ��VISED CONTINUOUS DWY DETAIL ANDQ��f E S S rON� DESIGNED BY DRAWN BY CF�CKED BY � Drawing No. o 5/04 COT 1 4�4* 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN 14 O, TANr �,. RB RS/RB JDT RECOMMENDED BY: DATE: G 3 CITY Q TEMECULA DEPARTMENT OF PUBLIC WORKS Q U Contractor CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�� Vol- Plans Prepared Under The Supervision Of COUNTY BENCH MARK T-46-81 RESET 19970o �. -- o EASTERLY of THE CENTERLINE of SR-79 AT 1" 20 �•X132 ACCEPTED BY: DATE: o PRECISE GRADING PLAN O Inspector THE SOUTHEASTERLY CORNER OF THE,BRIDGE Exp. 6/30/01 � � Date: 2w DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 30688-2 to OVER SANTA GERTRUDES CREEK; 4.5 JOHN D D. TANNER III RONALD J. PARKS _ � Date Completed e t e d NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL Jf' j U�ti�' - .. < P CONCRETE SIDEWALK. _ if or R.C.E. No. 60132 Ex i res 6-30-04 R R.C C.E E. No. 19744 9-30-05 Ufa,::98a- OAK PARK LANE o ELEVATION = 1097.163' N/A 4F C A� p Exp i res , LOTS 34 TO 42 SHEET 4 OF 7 _ •�° SARASOTA LA N 13 '�1300.0o S A R=1a98.00 1� N N ' 14 R=1302.Qa M M h3L, N 3t an, + N + i N N H # + F F• 1WO r• P CV 25.97 ; N / 0/ 40.00 18.96' C*q �' �/ /' rAQ / / 00 r N OD p i I � . 11.2't / �' 1.22'r N o � � �'' .9 ' I N 4/ �► n / / /' / / /' / ,,' /r ;r' / N co 1 TR 30568-1 EU � LO aN 68, �, I // / N / 3B LO � " / 3A t4.7't 2A Ej:i Q Q) i �D � it ,'` ; ', ■' � I ,' A / / r / -f- f p � C o N ,-' 8 95 r / o FUTURE00 TR 29639--2 26.97s LOT 19Li A�C I/I o 20, Li 30• ID / ,/ fi' 44LO N 20, 40.95' 78. 11' o $ / / // N "? 30 r � / 1 � 4f0 47.33' 51.10. 24.48' l34. 11' o 48.79' 71.37' N , 4 12.3. to N o d, N - rn N Go V) 4' 04 r�i + PO M Oni 4N 4.48' 4' ® 4 5.35 4' 4' ® 17,0 9, 40 -H9 4' 1C 9. A 1 �H 9 o © s.00 29 N � PO rn LC V6 00 O a 11'2, g 4' 4' M v- O 548" 4. o ^� 5.5' 4 4 Cq 14- ^ a7' L� ,� 12.08' 02 11.2't , 5, 1900 23 co ,2.fi' L, er ry `��„. Mj 19,82 -51' N N 12.30 TR 30558 �, y 37.70 N X04 n 39 25. 1` 1.03 hA IB - V- z 2 8 �• r7, a. � �� � � � � X6'11 4• X32• , o L 2' os ti R_ 4 ,- ,� `'- 20 N O0.q '0�2 �' o , o w`' w VP "` op � '•58 � N CO �-111- �' - W � 0 9.06 ClR °9 w ! �`� w 12. h ' �lr R MR 05 r n dN n o .0' * -5 8� "' v N57�57,27QV Iry ^. o + I ,o w 16.2 40.21. VL * hN "^0 44. I 27 4 21 ® 6.89 6'74• 1.85 '� •22 '88 ® 31.72'- 47 �Iq N N 4 4 3 "� •9p. s5' 62. v 9' ni "~ -9 '3e' ro 4 - 3C � " � _ �" � Q 2t 8 ry / ,8� 2 ' � E �v . 13, a 2 re 7 91• � ,� 26 61 O 05 23 t �, Is 2, 4' N 0. 3 w 13 i 0 52.7 iry 8CO �+' .96 �9 2 S• r'7 , �� D CV - TR 306681 0 65.02 a 25 35.33, � 0 9' m TR 30658-2 - �h z 25 5.72 h 4' - �,�• 0 0 20 020 40 fi0 50. .`` ^ o 0) 8• I GRAPHIC SCALE �; QI : SEE SHEET 2 FOR `y 2s o, PRECISE GRADING DATA as to 33 82• 24 0 r� DERGROUND SERVICE w (/) ALERT PLANNING ■ DESIGN ■ CONSTRUCTION U w W Ca GALL TOLL FREE ■ ■ ■ 2755.5 YNEZ ROAD,SUITE 400 Z 1-800-422-4133 'IEMECULA,CALFOMA 92591-4679 0 U LT 1 N L3 949.676.8042 • FAX 909.576.7240 • www.RBF.com a c� TWO WORKING DAYS BEFORE YOU DIG L DO4-034 G R C) CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CWCKED BY SCALE Q�OFESSIp�� Drawing No. 5/04 COT LREVISED 3 1/2" DIAMETER ALUMINUM DISK, FLUSH I N ��� 0, T AN,yE� � RB RS/RB JDT RECOMMENDED BY: DATE: 3 O CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor CONCRETE CURB STAMPED "RIVERSIDEHORIZONTAL ,�� ► r, Plans Prepared Under The Supervision Of n COUNTY BENCH MARK T-46-81 RESET 1997" V-4 Q¢ T m _ ACCEPTED BY: DATE. 3 PRECISE GRADING PLAN 0 EASTERLY OF THE CENTERLINE OF SR 79 AT �; No.60132 rte, �y 0 Inspector THE SOUTHEASTERLY CORNER OF THE BR I DGE 1 20 Exp 6/30/04 1 Date: 2� DEPUTY DIRECTOR OF PUBLIC WORKS LO OVER SANTA GERTRUDES CREEK; 4.5' JOHN D. TANNER III RONALD J. PARKS _ TRACT 30668.2NORTHEQ Date Completed CONCRETEYOF THE SIDEWALKSOUTHERLY SIDE of THE VERTICAL sr'l cl��� Q���� LOGAN COURT LOTS 1-29 8-20 �- f E 60132 fi-30-04 OF C k�,1 R. . . No. Exp i res R.C.E. No. 19744 Ex i res 9-30-05 ELEVATION = 1097.163' N/A p HORIZONTAL CONTROL SHEET rj OF 7 � 20 20 TR 30668-2 19 18 4. 17 21 5,.09. 16 `° 8.27 w 545 15 49 N `r14 28.42. cLAr -� No 22.84' 13 0) g't ® LO 9' 4P AS-19't a- N w 68.58' 2B $ R 4 24 0 22 n , 0 4. 12.3't4 to 16-17' .98 6.7't N 2`1 16• T7' 9. 23 co N �� N 4' ryh � 12r` 43. 16 • °D a� in X4. 1 '^ ` ^ 00 cn S•y, 71 VL ry +=+ o o N 43\ ^" TR 30558- 2 3 ccCO- 04 GO 25 R=300 QD 11 00 4D rs 22 TR 30568 C6 3C a T N * o C� � N C N ?3, m 3 A � to2 CL 60-63' 3 p\ 4 ~7 0� ?o\ O, 42. V) g a ry w, r ■ ` " � � T 4 52' r rn oo ' o� . •3 Ir 3 1 . IQ 23 11 53 CS;Ito- 11 .21± 11 .2't 9 N 88 \ \ 23 3C N 9 00, VL R s " 4' 7.O'} 9 '` 93 �Q rl\N " V 4.06 4 o . N �_ ' C14 g N 24 ' y 40.43' hry •��' `LXX^ tc, a80 " M 3 �, �_'I A 2 O �L 14 33 R=53.00,5 ry � 4' cc 18 CO 34 g• y 7,7 ry 3 9�S p � ^ N y \ ` jr L0 0. o 20 M moo. TR 30668-2 o 0 N CU 00 n n SO, ry' 02 ® s. o ^` 21 20 0 20 40 so TR 30668--1 0 �6 79, h _ GRAPHIC SCALE `i 00 to0 ryh• � UNDERGROUND SERVICE 4s tom: SEE SHEET 3 FOR w O PLANNING ■ DESIGN ■ CONVITRUCTION 42 `9�3' PRECISE GRADING DATA U) ALERT w CALL TOLL FREE ■ ■ ■ 27565 YWZ Raw,surf 400 z 1-800-422-4133 �.CALFORNA 925M-4679 o CONSULTING 909.676.8042 ■ FAX 909.676.7240 a www.RBF.com Of ca TWO WORK I NG DAYS BEFORE YOU D I GLD04-034G R z i CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARKREVISED CONTINUOUS DWY DETAIL AND A # SCALEQ���L g S 1��' DES I(LVED BY DRAWN BY CI-ECKED BY Drawing No. o 5/04 COT 1 3 1/2" DIAMETER ALUM I NUM DISK, FLUSH I N ��0 , TAN RB RS/RB JDT RECOMMENDED BY: DATE. 3 �'¢ CITY a F T E M E C LT LA DEPARTMENT OF PUBLIC WORKS Contractor CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL � r Plans ed Under The Supervision Of n COUNTY BENCH MARK T-46-81 RESET 1997" _� �• ACCEPTED BY: DATE: 300 EASTERLY OF THE CENTERLINE OF SR-79 AT 1" = 2O �' •�� 0 Inspector c t or THE SOUTHEASTERLY CORNER OF THE BRIDGE � 'div 6 DEPUTY D I RECTOR OF PUBLIC WORKS r PRECISE GRADING PLAN p Exp. 6/30/4 - Date: 5 TRACT 30668-2 0 OVER SANTA GERTRUDES CREEK; 4.5 JOHN D. TANNER III RONALD J. PARKS 7 Date Completed NORTHERLY OFTHESIDE OF THE VERTICAL sf'l C1VI� ��~! U EDENTON WAY LOTS 21-33 Q F pF A0 R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Ex i res 9-30-05lr ELEVATION = 1097.163 N/A p HORIZONTAL CONTROL SHEET 6 OF 7 i 33 10.21 ' w 32 I? 113 82, 24 00 31 N � ."� TR 306682 3C 30 25.z'# 4' 25 - .o► F 40.75. .- 50 06' 25.00, 0 11 75' C rr v- 0 29 3 2� 24.4't 20.53. TR 3osss 3q 31.99' >r s 28 26 25.64 13,9► .� 38.82' ai f6.25' W _< N 27 ' O c0 —� Oil 27 FC O -J EH N a (O 'r? .10 J iC l0 24.73, 76'28 1111111111111 9, �4��TO� 31.91 9 TO 2. 1 8. ojw W_12, I 9.6 �� 22.2 28 21 9 �9. 441p 01, s TR 30668-1 ti �1 ell h ►� W o O� � � 9,i � 1.ANR o -� Ar Q N AK p AR % -I-Is N •�+ 5. � v► c]� I�'+ 41 H' 2 co 63 G go -- 0 2 ® 32 EVC / CD 9.38' , � 6 EN cT N o o 33 3 EH 1a,3t66 ,3 ' a _ 3 20, 20 I f 9 O°�, $ A �_ �°� civ EHip. 04 In 63 Y I W J r t m 50 1 BVCr v A' � w PE = 1102.5 + EVC ul I T. 0 cV 47- aF 45 83' _ z � TR 30668 TR 30668-2 o 20 O 20 40 60 CID a pR��E GRAPHIC SCALE 4 FOR 0 NQS. SEE SHEET V C �I r PRECISE GRADING DATA N UNDERGROUND SERVICE —� w p ALERT PLANNING ■ DESIGN ■ CONSTRUCTION FUTURE i CALL TOLL FRX 27WS YNQ ROAD,SUM 400 TR. 2 9 6 3 9�2 0 1-800--422-4133 ' ' ' TELCEcuLA,CALIFORNA 925A1-4679 LOT 12 CONSULTING 909.676.5042 ■ FAX 909.676.7240 ■ www.FW.com c7 TWO WORKING DAYS BEFORE YOU DIG L D O 4-O 3 4 G R Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Qwd �pIESSIp�, DESIGNED BY DRAWN BY CHECKED BY Drawing No. '�� RB RS/RB JDT RECOMMENDED BY: {r� DATE: 3 a CITY Q TEMECULA DEPARTMENT OF PUBLIC WORKS 0 5/04 COT 1 .S 3 1/2" DIAMETER ALUM I NUM DISK, FLUSH I N ��REVISED CONTINUOUS DWY DEIAIL AND � TAN,y� n Contractor CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL Plans Prepared Under The Supervision Of m COUNTY BENCH MARK T--46-81 RESET 1997" .� �. ACCEPTED BY: DATE: �41cof PRECISE GRADING PLAN7 )l EASTERLY OF THE CENTERLINE OF SR-79 AT �» - 2O� w NO.60132 '`^ '6 Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE °� Exp. 6/30%4 '�' Date: � Q DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 30888-2 i OVER SANTA GERTRUDES CREEK; 4.5' '} JOHN D. TANNER III RONALD J. PARKS - NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL Jf' C j 1� ~! �_ _ ... " OAK PARK LANE LOTS 34-42 ¢ Date Completed—eted CONCRETE SIDEWALK. l 0 60132 6-30-04R.C.E. a p F of A`�E R.C.E. No. Expires No. 19744 Expires 9-30-05 f�,,�, HORIZONTAL CONTROL SHEET 7 OF 7 0 ELEVATION = 1097.163' N/A I