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HomeMy WebLinkAboutTract Map 31053 Lot 11-18,31-32 Precise Grading GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION17 & SEDIMENT CONTROL ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE (0 � 2ZURR/�T'4 y0 ' STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMINT FOR SLC � CONSTRUCTION ACTIVITIES. R/N� 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. a Precise Grading PI n o DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A '9p MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL ECT SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR MOWN"MINIMUM OF 3 FEET. Lo s �' 33. MAXIMUM CUT AND FILL SLOPES SHALL B Pieqe ==www6 10 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR e STORM FLOWS OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADEDa I n City of T St te Of orni SLOPES OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS 7 �. TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. LEGEND �/ Ize 411, 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL / OAENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY 0000.00 THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL TOP OF CUR TC � COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. FLOW LINE FL8a ' / � 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CIN OF TEMECULA'S n � PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP � GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO � \� / i es � � O ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, � � GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FINISHED GRADE FG ��` /��1, �� t � / '� $9 � F� LOT 1 LOT 2 5 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED SURFACE FS �� ONE FOOT. ,,� �� _ eo eS , °y� y, � ,�IES TG VICINITY MAP 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE TOP OF GRATE / � P'� � 57 1 qti AS-GRADED REPORT OF ROUGH GRADING BY LEIGHTON AND ASSOCIATES DATED 4/16/04. O ,� � 81 04 � NOT TO SCALE TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE TOP OF FOOTING TF �,a Se s2 i� � �� � X � TYPICAL � _� DEPRESSION HIGH POINT TYPICAL PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN i � ,/ DEPRESSION �. � G RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN TOP OF WALL TW ss 83 i� /•�`� PER CITY's >- 0� �' � PER CITY S CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. � pQ�� _ � STANDARD � 3� � �� STANDARD PAD EL -0.2 MIN. 84 ,y -� � /5 TOP OF SLOPE TS �i of i " ,. �J � �\ AFENCING9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 � S3 �� SECTION X�X HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. GARAGE FLOOR GF 0000.0 � � �� p� � � NTS �I� F� i DJACENT LOT PER / 2 � CC&R AGREEMENT THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE s2 i i 9 � 1 A FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 . PAD ELEVATION PE 0000.0 � ,�51 8 \ � 3 �� DRIVEWAY SEPARATION DETAIL � S**** IV POT nP.(IXCfPT WITH A COMBINATION OF EROSION 4 � � M B B �p�IFDNg 10. CUT AND FILL SLOPES SHALL BE PROTECTED FINISHED FLOOR FF 0000.0 � Nola) IES 1 AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY so �� � ell � � DURING THE GRADING PHASE. e ��� \ CONTINUOUS DRIVE APPROACH v��Es * C WATER SERVICE - WD 4g � 33 �� 1'�0 $ `'�o \ 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, � i � T• /, WAL� WHERE APPLICABLE, GROUNDCOVER, �'� Q ' CENTER BAND PAD *** FENVN PAD TREES SHRUBS, OR A COMBINATION THEREOF SEWER SERVICE QS 4e i � �G �' `�`P FF Vz FF z IN ACCORDANCE WITH CIN CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. / / 34 9�, BETWEEN DRIVEWAYS SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS DRIVEWAY � � � � i M �l � WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 47 ,�'��� � LOT 1 LOT 2 � 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS SLOPE � 48 / � / 38 � � �� D SIbEWALk - � - ri ** * DRAINAG FROM BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF / / � � - i - Q a ADJACE LOT PER . CC&R A EEMENT STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN / � � �� � o ••. a -•. Q 'S7 �. �Z z � MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LOT NUMBS 1 1 4s � 37 30 �J �/ � X X _ r- A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL � � / � i ,�/ s" TYP. s" e�� � ��� APPROVE PLACEMENT OF FILL. 1780 � � 38 2s �� o � �� � SBORDERE UNIT TYPE/ELEVATION AR �/ � � � -7c 7 R 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES � � 19 v ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING � ss 28 AND GRADING DOWNSTREAMOPERATIONSPROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING INVERT ELEVATION IE � � / 40 27 20 /�� � � � TYPICAL SIDE YARD D RAI NAG E BW � � C-4) � BACKWATER21LU � � �� DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. VALVES � 41 28 � � � � � d 3� d 3 � 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 X / � �, / � 7' MIN TO PATIOS, PORCHES, AND ENTRANCES. (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED FOOTING REQUIRED 42 � � 22 � PLAN VIEW �c-�F DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL / 2S � i CORNER MEASURED ALONG THE PROPERTY LINE. SLOPES OVER 30' IN VERTICAL HEIGHT. EXTRA DEPTH FOOTING C� �j � 23 � o? NTS ��-* VARIABLE SIDE YARD SSIDEETBACYARDKS MAY BE PERMITNOTTED PLESSROVIDED 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION ;/ 24 I � CONTINUOUS DRIVE APPROACH FTHE SETBACKS ADJACENT STRUCTURES THAN OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION -O.X ma , 8 FEET AND THE DISTANCE BETWEEN � � 1g � � � IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A DROP GARAGE (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO -L °�'� � � MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. �,, / � 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS ��j ,,_ -- -� ,� � %-------------- BACK OF ALL SURFACE FLOW SHALL BE DIRECTED AWAY FOR BUILDING �c�f-�f-�f- OUTLINED IN THE CIN OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE PORCH AREA SIDEWALK PER SECTION B-B 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 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. 2•�� MAX PLAN 6" MIN. VARIES*** oo" IndVARIES*** EA6" MIN. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. � LOTS INCLUDED -=� � 3� MIN. 1' 1' 3' MIN. 0.5% MIN 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO MUDSILL MIN. MIN. MUDSILL FS PER SILL 6" ABOVE COMMENCEMENT OF ANY CONSTRUCTION/GRADING. �-�-- FG � FG PLAN E 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PER PLAN GARAGE FLOOR �s ��• . . 's.. N PUBLIC RIGHT-OF-WAY. 5•�q MAX � .: 00 0 21. APPROVAL OF THESE PLANS BY THE CIN OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT �•5% MIN 12" MIN. 12" MIN. 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. 20% MAX. MIN. 20% MAX. 22. THE ISSUANCE OF THIS PERMIT BY THE CIN OF TEMECULA DOES NOT IMPLY OR PROVIDE NO. ITEM QUANTITY UNIT SECTION BSB ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OFO1 LOT GRADING (10 LOTS x 5o c.Y.) 50o cY 35' 40' 40' � STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE �- 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 86 LF MUDSILL CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. IN GARAGE AREAS VARIES *** 3 O3 INSTALL 4" P.V.C. SCHED. 40 26 LF 180 /2_0P\ SILL IS 6" MIN � GARAGE FLOOR :: � 3' MIN. 1' o ABOVE GARAGE � � 1929 d- 2�8 � MUDSILL MIN. O4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 7 Eq � � � M '� FLOOR SLAB 6» MIN. � O5 ItINSTALL 66" GRATE PER NDS N0. 40 OR EQUIVALENT g Eq � � FG _ GARAGE DETAIL EXTRA DEPTH ' �;� W O6 INSTALL CLEANOUT 2 EA FOOTING •:• Q O7 CONSTRUCT RES. DWY. APPROACH PER C.O.T. STD. N0. 207 AND DETAIL HEREON 10 EA 36' =PAD ELEV-FG _ WHERE NECESSARY 2:1 MAX. Q OS CONST. CONCRETE DRAINAGE SWALE PER DETAIL ON SHEET 2 56 SF 12'" MIN. ABOVE PAD ELEV. 12 MIN. 6 MIN. Q TYPICAL FOOTPRINT ROUND OFF TOP 2� MIN. N SCALE: 1" = 40' 20% MAX. SECTION C LO 5 T_ � *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES w U W UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER f DEVELOPER a ALERT PLANNING • DESIGN ■ CONSTRUCTION ANALYTICAL PHOTOGRAMMETR I C SURVEYS, INC. MER I TAGS HOMES BASIS OF BEARING NOTE Z 0 647 N. MAIN STREET, SUITE 1A 5161 CALIFORNIA, SUITE 200 SECTION A"/1 � CALL TOLL FREE aoaw courvrr c��,surra wo RIVERSIDE, CA. 92501 IRVINE, CA 92617 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42951 '35"' WEST i 1-800-422-4133 � � � �Ecuu�,cauFowvw 925st-so22 (909) 686-5103 FOR REAR YARD SLOPES GREATER FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN _j C D N S U LTI N C3 961.076.8042■ FAx 951.67e.7240 • www.�.com DATE OF PHOTOGRAPHY 8/5/98 (949) 250-6600 ON A MAP OF TRACT N0. 292862 MB 298/86-89. THAN 5 IN VERTICAL HEIGHT 5� LD05-218GR Q TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY DRAWN BY CHECKED BY � DRAWING NO. o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q�Of ESS/pN' RECOMMENDED BY: DATE: _�06 V I T Y O F T E M E C U L A " , DEPARTMENT OF PUBLIC WORKS 3 1/2DIAMETER ALUMINUM DISKFLUSH IN �Q,� TANS � �,, JDT AMC JDT j CONCRETE CURB STAMPED "RIVERSIDE � HORIZONTAL ,`� � 9 f Plans Prepared Under The Supervision Of � �� � �L � CONTRACTOR COUNTY BENCH MARK T-46-81 RESET 1997 � ✓, s ACCEPTED BY: DATE: � 2 3 d� � � PRECISE GRADING PLAN EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED �'+ No.60132 � Date: � O(� RONALD J. PARKS ~� TRACT 31053-F, CHARLESTON AT HARVESTON ea INSPECTOR THE SOUTHEASTERLY CORNER OF THE�BRIDGE �'� Exp. 8/3%8 � DEPUTY DIRECTOR OF PUBLIC WORKS Q OVER SANTA GERTRUDES CREEK; 4.5 � � D D. TANNER III � / � -- PHASE-6 LOTS 11-18 AND 31-32 Q NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL 'ff CI Y1\. DATE COMPLETED CONCRETE SIDEWALK. 'ltr �0��~ R.C.E. No. 60132 Expires 06-30-06 R.C.E. No. 19744 Exp i res 09-30-07 ��;'����:t�ea�:����� SHEET OF a ELEVATION = 1097.X63' N/A 4i C ALS �•� 1 3� i i CONSTRUCTION NOTES 5 N_ PE=1111.0 -- G 2 toINSTALL 3 PVC SCHEDULE 40 10 19 8 7 6 a © PE=1111.0 91 3 INSTALL 4" PVC SCHEDULE 40 PE 1111.4 "? PE=1111.3 '' PE=1111.3 CN CN E=1111.4 d; N ,.-- �� , N1-- 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET 3 i �-� 5 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT (TYUK P.) $,4Q 2: 1 MAX. SLOPE 2: 1 MAX. SLOPE 2: 1 MAX. SLOPE 9•� S 5� a8.85 FL 108.6 2: 1 MAX. S -OPE _ FL-off' FL-HP �c 6 INSTALL CLEANOUT FG �_.-- -- --- .- .-4 8.6 FG , . I .O 8 CONST. CONCRETE DRAINAGE SWALE PER DE TAIL HEREON w n8.6 � a H N C7 a H0 CNZ _ N FG cv o z FG N °c� _" �' k LOT 70 - Le_ N �' cQ O •90 Ip \ 09.2 0 08 - O r ►. '` . -o FG 9.2 2181 09.1 F 1929 FG 09.2 FG 1 G 08.6 08.6 s FFa11o9.8 FGL � � . AL FG �r = - - 9.00 Q FG 08.6 FG =1108.7 �' �r�► � x~O • • z PE=1109+2 FL-t-1P 8.40 p 2 2�8 z- _ -� FF=1109.2 r o FF4109.8 v �" •9 O W � CR N PE-4108.6 �� n- ��'1109.2 VARIES o 1 09.14 Z z 0 -- •� •- 0._. w _H .--- 2 08.52 r... � VARIES o � -- - FSS 3 FS-GB w • S�ti ��O ' FL 1' VARIES ~ _ 2 V_ FF4109.2 •1 s7` �� '` --_ \ 2.12 MIN. , _ 1786 o V p � o S D \ o 4„ ST A R + . 4 1108.8 O °� pc9 W 9.47 F 3 V_ w w a 8 .1 4 STEP 2 8.87 FS $.$7 FS � � �: ` GF-1109.3 � 8.28 O v C) .1 4 STEP o 08.9 08.5 FS-GB .1 8.5 0 J �9y • z _ 09.1 _ 19 8.85 9.47 FS _ 6 FH °D FG 1�. 6 `� O �o Qj o$ 1-x.0.% L_ - . - • - FG N 5 FS_G$ 4 _ FG 07.9 o G - �`y �` �O • x�0 'O �`� - o� � CV 08.0 7 O a MIN. o �_ ._._. 18.0 09.37 08.7 a� �- FG a fi • rr ,�, 09.2 N �3 0 , FG .- .1 � ,mss .,,� S. �O O� •� , CONCRETE ® 1.2� FG a FG 08.6 o,, .� '� rr� - N 3 STEPS 0 4 STEPS 09.33 V_ FG 06.74 4 STEP 08.7 ,mss , � O> �r c a - •3 S F o F9- '� W --• X0.5 �; FS ,,. TEP �- �... $, h �� s ti . . c"� @0.58 �. ,n '� 8 ti 2: 1 SLOPE 07.19 � 7 N 08.9 mi 2� M i N. E � Fs FG �, �, -.� .s. �,� 1 FOOTING � S �, .� 04 20� MAX. � � � � � � 5 • � � w �� 1 ►, WITH 6"x 6"-W 1 .4x W 1 .4 WELDED WIRE ` o� o^� o�n� 6.63 IE S � �� ��`��-' W � � � d> •s� , '` � CONCRETE REINFORCED I RETE SURFACES WITH CURING COMPOUND a � FABRIC TREAT EXPOSED CONC c, _ �'�,► � *.� _ `--''- `�' "'• � � � �U[� •�• . S ? MIN -� o 00 v NOTES. - • • » _ ~ o • y.V• w AZ ci *+r I V'f (1 C3 N►� �\ G t-. �// J \ 47.4 1 . GROUND TO BE PRE--WETTED TO THE SATISFACTION OF THE �, 8 SEWER ,� "� w �-� N 8 �, FG RTO PLACEMENT OF CONCRETE. CN , 91� FG MI GRADING INSPECTOR PRIOR 14 "' �- �' CL 105.6 �•.� 181 o�rA C A TON __�__1� � Rj � FG � gGE WALE,11,,,,I AA DETAIL ONCRETE D AINA AVZ ATER---�--� �, a� �G 0- V Is NOT TO SCALE �►�� U j Ilk F e� 7. 0 148.5 104 PER P A �a•2� � 20 • --- -0� a° c'p7.5 FL- YS FG �S T 'OPP 64 --- -. -06`: 5 PE=1111,Q 10 9 8 7 6 PE-1111.4 PE=1111.4 PE=1111.3 PE=1111,3 PE 1111.0 75.43' '0 6.36 41.07 w 49.14 37.32' 52.13 _H 0 / LN _ 00 41 4' .....r w -. ...r...+ ._ - - r CONST RUO Y CSN N0TES !!J 0 .3 n LOT 70 7 CONSTRUCT RESIDENTAL DWY. APPROACH PER C.O.T. STD. NO. 207 AND DETAIL Able. mmommomm •- ON SHEET 1 4 co M17'8Q w � � O" /"�db I 0 C0 A R 1 � �- 2Q� � O 1 F-' •� � � 9" 0 � 9 , , 0) g, - 181 N R o V) A err �� �- 6 00 AL ��' tK FFa11Q8.8 FFa1109.8 FFa1108.2 - • pE41Q8.2 14. P8=11Qg.2 P�a11Q8.8 . 5' FF311Q9:2 4. 1 .2p± � pEa11Q8.8 � 4' 5. 7'1 6 �� 5 10 �`ti �r8 • 10' 6,2 41 �• �► �' �, w - 406Loroe 1'1 tt1 C7 v_ n �7 �' 1'r .,> e _H 44 36 _Q �f 18.42 kid �a co _D11 00 0 C3 00 11 N �CANTO �- V % I a0., U') k_J ,iso A:)' q p►R 0o -�-0 1rn 00 w \ � ca- `O N �' 6.36 c • 93 r 1.45 22' .. ,. 7 DWy, W-12.7 15.58 �%� *3 --- �- CONTINUOUS DWY W=30.8 PE=1109.6 a � o 13 38' OC FROM BC �� o 1+ 8, � WY, W=15.8 I ! \ 14.6' 9. so Ct. 20.5 ! 3A 7.4 I 4 N pw , w (.4 ��$ co - y CO 19 r PE=1106.9 Z� 2: N • 20• �g 0 cs' o • C: 15• 4-1 OS V0 ' r 4 1 .5 o "' N E=1109.6 1 0 co 0 ry 9.0 �, LO 9 •4 ionp ���o •p I Hr oAon• 35 o O E=1109,1 0 PE=1106.7 s �ql � F ?D- w a. LL_ 0 Q N 1 20 0 20 40 60 0 GRAPHIC SCALE w U W UNDERGROUND SERVICE 0 ALERT PLANNING r DESIDN A CONSTRUCTION U_z 0 Q CALL TOLL FREE 48810 COUNTY CENTER DRIVE,SUITE 100 j 1-800-422-4133 TEMECULA,CALFOR IA 92691-6022 C C]N S U L`1"I N 13 951.876.8042■ FAX 951.876.7240 ■ wwwJiBF.com 0 TWO WORKING DAYS BEFORE YOU DIG LD05m218GR z BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY DRAINING NO. 0 CONSTRUCTION RECORD DATE SCALE �pFESSIp ATE: .: 1� 0 Q H RECOMMENDED BY. � D DEPARTMENT OP PUBLIC WORKS � „ �! JDT AMC JDT c, 3 1/2 DIAMETER ALUMINUM DISK,, FLUSH IN �� TANS. l CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE �, HORIZONTAL � 11 - r �. Plans---Pre ared Under The Supervision Of - PRECISECOUNTY BENCH MARK T-46-81 RESET 1997 DATE. -- GRADING ACCEPTED BY. 0 EASTERLY OF THE CENTERLINE OF SR-79 AT �AS NOTED w No.60132 NALJ. PARKS THE SOUTHEASTERLY CORNER OF THE BRIDGE Date TRACT31053-F, i AT HARVESTONINSPECTOR OVER SANTA GERTRUDES CREEK; 4.5, Ex P. e/3%8 DEPUTY DIRECTOR OF PUBLIC WORKS NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL tj�► (J�OETANNER III PHASE 6. LOTS 11- 13 & 31 -32 �r- , .. , ...... DATE COMPLETED CONCRETE SIDEWALK. �f ER.C.E. No. 60132 Ex 1 res 06-30-06 R.C.E. No. 19744 Ex 09-30-07 ?f�=�1�8 - ELEVATION = 1097.163' N/A �F ��1 P P 1 res + SHEET OF 3