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HomeMy WebLinkAboutTract Map 30669-2 Lot 1-77 Precise Grading GRADING NOTES �..� 15 215 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, 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%. 1"&� ise - DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A rec Gr a ding an 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 15 A MINIMUM OF 3 FEET. OTS 1 0 77 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED In City a � rr� �� u aae a aiorni 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 . 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL a SIDEWALK. v a c ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY 0000.00 PLACED AND WHO SHALL SUBMIT A FINAL TOP OF CURB TC X v - X THAT ALL FILLS HAVE BEEN PROPERLY L CED COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. VLO FLOW LINE FL TR. 30669 �� 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S FL F 1 ROUGH -TC T� PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF 0 HIGH POINT HP GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 2' MIN CURB ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG A ��/E SEE NOTE RIGHT GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. PLAN VIE W NOTE: CONSTRUCT CONT IUOUS DRIVE 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED SURFACE FSIS LESS APPROACH WHERE CURB LENGTH VICINITY M A P ONE FOOT. r NTS CONTINUOUS ADRIVE APPROACH TOP OF GRATE TG 1 's a 4 a a t0 77 DETAIL BELOW NOT TO SCALE 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE ' 2� MIN CURB PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 1/23/04. 1 SEE NOTE RIGHT TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE TOP OF FOOTING TF PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN \ 9 z 9 Q HIGH POINT RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE I N TOP OF WALL TW Zp �` 7a 77 7d 1 '.i4 ` 13' '1Z 11 TYPICAL Q _ TYPICAL PAD ELEV. -0.2' MIN. CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 75 DEPRESSION �' o o DEPRESSION A WALL PER CITY'S _ ,� PER CITY'S GARAGE FLOOR GF 0000.0 \ STANDARD #o 3c a STANDARD FENC NG 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 TR. 3103 .' REQUESTING NG FINISH LOT GRADE AND DRAINAGE INSPECTION. 74X-X ? ADJACENT LOTMPER IfHOURS IN ADVANCE REQ PAD ELEVATION PE 0000.0 ,� SEC TION g RA m THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE A CC&Ft AGREEMENT �` I FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 . �°`� U 73 NTS 1 5'Tf.(� FINISHED FLOOR FF 0000.0 - -- I * B � z DRIVEWAY SEPARATION DETAIL B �N� 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION -_z>>R 2d ; 72 \ I 1gTED IES I ��--��-� . . AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY WATER SERVICE �J '� I VARIES RISSC 23. z4` ss zd Z� \ DURING THE GRADING PHASE. zz SEWER SERVICE S 71 \ APPROACH 1 1 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, y CONTINUOUS DRIVE 1 WALL[ WHERE APPLICABLE, GROUNDCOVER TREES SHRUBS OR A COMBINATION THEREOF �� 3O rr I PAD * FENCIN PAD I IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. DRIVEWAY '� � � '= 3Z 31 R` 7o FF vA z FF z p L CENTER BAND z -. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS _ O 34 3d 3S~ :-� t� \ BETWEEN WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. ys 37 = e� DRIVEWAYS 1 SLOPE 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS ^~ I DRAINA FROM 1 BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF LOT NUMBER ANY Ua d8 TR. 30569-1 ` 1 � • CCkR A EMENNT LOT TER STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN '� S I DEWALi< z Mus / 1T BE CLEARED KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. \ --- ,4a �- A\ A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL UNIT TYPE/ELEVATION 4a \ 67... - - Q - - Q o poxk T APPROVE PLACEMENT OF FILL. R rx 42 6., BAND 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES 8 41 dd 6" TYP. I SCORLINE R W A URES SHALL BE IMPLEMENTED TO PROTECT ADJOINING INVERT ELEVATION IE 40 �� � ' 47�" _ BORDER ARE INSTALLED. PROTECTIVE MES \ - - : AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURINGOw) 3�.. ;'� da TC TCr GRADING OPERATIONS. BACKWATER VALVES 4 TYPICAL SIDE YARD DRAINAGE ao' ;,,,. � Q 9 DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. _... H \ > ENHANCED ELEVATION TYPE 0 5 c� _ c� _ !32 c„a�1 WHERE. 18 MIN TO GARAGE DOOR, 10 MIN TO BUILDING, AND 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS 7' MIN TO PATIOS, PORCHES, AND ENTRANCES. ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED AMOUNT OF EXTRA DEPTH 6J . DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL FOOTING REQUIRED a�. CORNER MEASURED ALONG THE PROPERTY LINE. SLOPES OVER 30' IN VERTICAL HEIGHT. PLAN VIEW VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED 62 THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION EXTRA DEPTH FOOTING NTS OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION as 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES WITH RESPECT TO MEAN SEA LEVEL SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO CONTINUOUS DRIVE APPROACH IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT ENHANCED ELEVATION TYPE EH / 81 MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL GROUND SHALL BE GIVEN. \ 58 ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. --0.X' 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS DROP GARAGE BACK OF OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES PORCH AREA SIDEWALK THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES :` PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. do FS PER R d� . v PLAN " VARIES*** VARIES*** COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. 2.0z MAX 6 MIN. 6 MIN. 18. EXISTING DRAINAGE \ Z t 3' MIN. 1 ' 1 ' 3' MIN. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 0.5% MIN MUDSILL MIN. MIN. MUDSILL W_ / 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 1 COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FS PER FG FG \ PLAN SILL 6'm ABOVE OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 0.5 GARAGE FLOOR 20. THE PERMITTEE MUST OB \� i r � • 2.0% MAX PUBLIC RIGHT-OF-WAY. TR. 31053--3 TR. 31053-1 0.5�MIN 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT SCALE: 1 " = 100' 12" MIN. 12 MIN. a AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS rl- " '' LOTS INCLUDED STEP DETAIL. 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 0 DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL ' BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CONSTRUCTION NOTES & QUANTITY ESTIMATE 21% MAX. MIN. 21% MAX. o 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE NO. ITEM QUANTITY UNIT SECTION B-B N ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF ­1 STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE O LOT GRADING (77 LOTS x 50 C.Y.) � CY fi" MIN. cO CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE MUDSILL *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES 2 INSTALL 4" P.V.C. SCHED. 40 90 LF v CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. C IN GARAGE AREAS o C3 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT VALENT 74 EA ��41 GARAGE FLOOR SILL I S 6" MIN M :- ; ~. ABOVE GARAGE VARIES *** P/L 4 INSTALL 3" PVC SCHEDULE 40 1041 LF 1 2 3 FT FLOOR SLAB 3: C e 3' MIN. 1 ' 3n r CONSTRUCT PRIVATE DRAIN THROL)GH CURB PER DETAIL ON SHEET 2 74 EA °�° GARAGE DETAIL MUDS I LL MIN. 6" MIN. CN 6 CONSTRUCT CONCRETE SIDEWALK (2% MAX. CROSS-SLOPE PER MODIFIED 2680 SF FG C.O.T. STD. 401. n cc 7 CONSTRUCT CONCRETE DRAINAGE SWALE PER DETAIL ON SHEET 3 294 SF EXTRA DEPTH ;. z o 12" MIN. ABOVE PAD ELEV. FOOTING 0 =PAD ELEV--FG D ROUND OFF TOP WHERE NECESSARY 2: 1 MAX. W TYPICAL FOOTPRINT P/L ,2" MIN. 6" MIN. N SCALE: 1" 40' S' 2% MIN. 21% MAX. SECTION C-C i SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES ) UNDERGROUND SERVICE SOURCE F TOPOGRAPHY OWNER DEVELOPER .000 OF O ALERT PLANNINQ ■ DEli10N ■ CONl3TRlICT10N BASIS OF BEARING NOTE ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. LENNAR HOMES a 647 N. MAIN STREET, SUITE 1A 24800 CHRISANTA DRIVE SECTION A-A z C&L 1'� n ■ 27555 YNR ROAD,surf 400 RIVERSIDE, CA. 92501 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42051 '35" WEST -$00-422-4133 ��A,CALIFORNA 92591-4679 909 686-5103 MISSION V I EJO, CA. 92691 FOR A PORT I ON OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN FOR REAR YARD SLOPES GREATER x C O N S U LTI N C3 909.676,9042 a FAX 909.676.7240 • vrww]RW.cam ( ) THAN 5 IN VERTICAL HEIGHT DATE OF PHOTOGRAPHY 8/5/98 (949)598-8500 ON A MAP OF TRACT N0. 2928fi, MB 298/86-89. LDO4-O3�GR z TWO WORKING DAYS BEFORE YOU DIG 1 351 DESIGNED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE ��FCgS1 Drawing No. o Q � MJB JDT RECOMMENDED BY: DATE: l d CITY OF T DEPARTNT OF PUBLIC WORKS 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �4O J. MJB RS/ n CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�W �p Plans Prepared Under The Supervision Of ao Contractor COUNTY BENCH MARK T-46-81 RESET 1997" ,� � z ACCEPTED BY: DATE: �S f PRECISE GRADING A N o X17 �e DEPUTY DIRECTOR OF PUBLIC WORKS EASTERLY OF THE CENTERLINE OF SRBR I AT AS NOTED No. "' �, -Date: TRACT 30669-2 Inspector c t or THE SOUTHEASTERLY CORNER OF THE BRIDGE Exp. 6�30�� p OVER SANTA GERTRUDES CREEK; 4.5' p MICHAEL J. BOECK RONALD J. PARKS -- NORTHERLY OF THE SOUTHERLY SIDE OF THE VERT I CAL Jf C j I�. �! CONCRETE SIDEWALK. �l 0�� 66417 6-30-04 R.C.E. No. 19744 Ex i res 9-30-05 �� �� ..-----�-- LOTS 1 TO � o Date Completed eted F E R.C.E. No. Ex i res p r'•' :9 „ SHEET 1 OF 9 0- ELEVATION = 1097.163' N/A 4F C A�1 P -z� TR 29539--2 TR 30559 LOT 7 70 34 35 36 BALBOA DRIVE 37 38 39 40 41 42 43 44 45 45 47 F=_7 1� I NC� � 48 3.Ox I r ---- PASADENA D I- .E --s 68 21 P SADENAD IV 8 SEWER- 1 22 _ 3 24 / 1.80% V N30'53'30"W I " 25 ~ I 6" FH I ill AV AR 09 92 TC 10.87 TC N30 53'30"W 12.fi2 TC I14F V 5 09.4fi I E 5 5 °D � �- TC 08.57!_(5) C 09.97 TC 10.41 IE 12.16 IE rn 5 I �, 10"TIE 1 .83 TC 11.87 TC 5.87 IE 08.11 �) 09.51 IE 5 ao 4 -+ 5 5 4�a ,�•� 0 2x o 10 " A 1 .37 I E 11.41 I E h W TER-- - c� 08 45 TC co ,� �a - 10.61 �0 1 1 - - -�. 1.11% \ \ TC 507.99 IF I �` S+� ao I O 2X ¢' 4 O 2X o�` ,�1►'hv 1 r� r i - - W. 12.36 v �, caI 4 10 LF w O w 4 O 1X [wJ �w�[ a O 2X 2% 4 [-W-J V $ w [-w� S F W[ w IE F5 W -- m O 2% 06.60 07.35 07.43 6 08.09 10 LF 09.66 09.71 2 10.51 6 F LF 11. 1 LF 12.85 I $ 4 .75 S o fi S 2 2 S 2 0 2 S IE 7 LF 2 EVC 0 j 10 LF 69 FSI I 5 STEip� L 6 N 4 STEPS 2 L 2 0 1D.36 6 6 F cr S \ 2 O 2 STEPS M 06-8fi S 07.79 0W So 9.94 FS rn 6 f3- FS 6 -- 13.2 T0 3 T FS 4 TES }$ 79 I 3 6 11.67 4 5�'EP .- _ 1 27 14.0 4 STEPS 3 1" AV AR "FS S 10 �09.11 4 ' � 31246 I �_ 6 F.6 . 3 o 1!00 12. TG 10.69 FS -� 10. O 15.9 FS ��' 11.7 10.5 TG 9.83 IE at „ 10.97 FS 1 45 T 5 STEPS 11.51 3 j N 13.6 TW 3 w it g 10.4 T 6 STEPS 11.94 F 3 12.31 12.97 FS 3 FS � 3 1 F 13.4 I E o 12.4511.6 TF 1`1- " FG to.5t F 3 FG 10.0 IE - F - ` GG � _ -5 TP 2 S o4 1.8 TW 9.90 11. » 12.86 FS FS-GB K cr SES rn I � fi STEP � 12.3 _ � 3 .80 TG 10.73 1• 09.45 08.5 T 4.5E' �9 FS 11.31 0 .3 12.1 93 ao 13.3 .7 F 14.1 I / Q (,'� 06.27 IE - 10.57 12.11 s �`'.' FS-GB 2.00 FS 11.5 �°l 7 STE 12.7 FG FG o .6 i•,� FS 13.31 FG - �p 13.8 14.90 FS 2.6 LF RETAINING �- 09.9 6 FG - =1113.0 S S-GB 13.97 FS '3 I F 4" STEP 14.11 5PERMIT - I I I GF=1109.8 10.1 FS '""" � 11.3 �o "'I" 12.92 F FG F V - C`� • 08.95 T o 0 0 .5 0 .4 .5 " o F 4.88 FS • o R SEPARATE 13 00 FS _ F = 14. .�. 3 C " _ •5 14.97 FS FG 3 FG 12.17 FS 4 _ 10 � -� � 1 C U• 6 STEP 8 0 = 1 4.8 3 A I � FS •g � 08.20 I E .�+� U.4 � � � ��• o �� � .. A � � " GF 1 P,�E rn �� o3A 1 2 14.00 14.1 r ozc [:A:] oN ,2.2 �� Q .3 \- 0 1B S R � � v _ 1114.5 ,4 �� 3 � .. •¢+ 1 �� QN 11.56 R 11.3 G �� I � R 7 N 1 FF ® 0 15.3►� 28 .2 09.9 09.91 R 09.7 FG z o R FS-GB FG �,� 12.5 FF = 1113.5 I `J Q. 11.5 o 12.56 1114.5 cn 13.56 PE - 1113.7 R 1 FF _ 1 114.5 N 8 PUE M z 0 .1 FS kJ ' FF = 113.5 FS-GB - FG 1112.7 4 FF = o -� PE - 1TN PE = 1113.7 f5 132 - ' 3G 3 E?qo.91 1112.7 o FS-•GB FG � FF � 1115.30 18' x0 PE �- 4• a4 -- o o _ 1114.5 14.36 F5-GB 0' 18 11.3 . 13• Fl 10 11.7 FS �, C �� FS EH FG •2 _ 10.9 _fL _ r� � N � FF = 11 0.1 10.1 ©o � FF � 1112.5 � FG •3 o I � C o 12_90 z � �` = 11 12.7 12.5 z FG o •- 14.5 C 14.5 13. T , _ 11.7 p .3 _._., A I r PE © - 11 B �� Q FS _ 14.1 o I VC F 3 o I o 4 FG ��#' ,., z �� 13.5 j � FG a4 FG o 4 11. T I 1 z 09.3 09.9 ( =1110.4 I GF=1112.0 0 � 4 7 6 rn 1 11.5 0 _ 1112. 11.5 ©°' o GF=1113.0 12.7 12.5 0 I-W o GF=1114.0 13.4 uv' aFG 14.3 '1 11. T 8VC -r 14 LF I - S .3 •4" S 1 11 � FL`s 10.1 � 10.1 FF _ 1110.9 09.9�o� oO 1.7 �� 11.7 � FF 1.7 FG -� - '� 12.5 � FG I 13.7 a4_ � � �-HP �=1114.8 a, 1� - 10.1 FG z FG PE 1110.1 FG PE = 111 z rn® z FG I cnQ? 13.5 FG FG � FG 14.5 14.5 ®v 5 5 '1/ 2% - 1 .12 14.1- FG .3 MZN ' TS J 1 FG 4, I FG .. C FG � N 12.0 - z A ��14.3 FG FG Sew r� . - fi S •8 13. 5 13'� - � ' I ~' 10.1 AC 09. N 11.7 v 11.0 1 - �'Io o 13.0 I 13.7 j 12.99 11. 2 13 FG . 1 ,.. ' r., 0 11.0 r-• v C 1 z 1 K J' NoI 14.5 AC MAIL X LOCATION wow 0 11.7 FG - FS 2.7 12.7 �' 0 13.7 FG FS 14.510.1 FG z . • ,. FvFG z .�� FG z�!' �_ 7 o FG FG F-' o FG z 14.3 FG , LANDSCAPE ARCHITECT S PLAN FG _ � o _ � 1 1 11.8 TN 11.1 z 13.1 J ae 32 11 6 5 ST P 1 S 5 F1 cn I �aqi - 4.5 11. ' F 3 08.5 TF 12.7 - 1 11.$ - �'S1 u' - _ _ - ' FG 11 56 7C 50'VC S c,+ 13 5 13•� �G 1N• 60.0 LF RETAINING WALLC -A 11.5 �"�'c, 12.5 5 13.5 / FS EV �' 12 o FG TS .. S -FP - 1 S PER SEP AR I -FP Z FL S 13.6 TW 1 p�E 1 12.3 8• 08.7 2. 1 11.0 TF__ 11 0 T f FS \5- Cn E-HP - in '` -- -- 13.0 TW WALL F R A. 5b 'o G J tD 2: 1 07.9 1 �, g 2: 1 �►• - �� 13• tD 2: 1 WALL AND FENCE R .,, 2: 1 0• 10.7 1 7� w _ r _ _ LANDSCAPE ARCH-1 ECT_S. - _. 10.1 ��' -- yhlP 1p ' ENCS PER 13.13 13. F 9 08. 9 9• > PLANS (TYP.) - I _ _ _ - _ _ 1.0% MIN �9 11.0 TF 11. 7 5 Q G�- cn �-_ fL _ 7 09 g r0 1p Og•6 �, G 10.3 LANDSCAPE ARCHITECTS 10 52 FS 5% FS- p,C � ( � 9.1 / - 07.4 08.3 _ G 'c_ �,3 10.3 1 I PLANS 12 08.1 N 0 ^' G -gyp 08.98 G FG_ 11.09 '� l - N •1 FG ; o -FL ��� 08.9 ►-� r FS-f 09.7 - FL / 10.9 \ 1 FS 3.1 13•� 3 N 10 Ix 1 ci� z 1 �, .9 o z�a4i 08.7 \ _ 1 X 1 07.42 FG 07.9 FG _ FG - N -7 r•� 10.3 - �, 1D.9 FG - ^' 0 10.7 1 , FG •6 FG�" •5 13 5 2 �N �C o� FG 09.6 o ,.• �, I z A 09.0 z f FG z 10.3 FG z A o A F z� - FG S 6 3.92 _ 111 A G 3 ^ 0 1 7 F Tr. FG z09.751 TIP 08.1 o FG V 3 A 08.9 0� I FL - r 09.7 � - 10.2 FG r A 1 FS 3 A FF 1113• 1 O A 1 1 � FG F L��J / FG 10.0 1 0 1 --" 10. 1 pE 4 3 0 Fl 1 PE - 1113.3 1 1 o F RF^1105.4 0 08.8 R K F�8.7 ^' o e� °' 10.3 FG rn 10.7 R 10.9 1 w. FS O FG•3 10,• N a� EH .6 FG GF-1109.2 _IP 09.5`_' o 3S 15 rn �+ o FG .3FG = 111. FG 1 10.77 �, A. 0� MZ w 1 � 08.1 07.8 I - FL z��. �7 � � - GF 1 .._, 1 ` � I cr 08.9 4 FG j 08.90 -� .6 Egli .6 10.1 10.7 817 LF 6 SFG o 09.7 10 r FG rn FS � � I R -FIP I �Q3 0 -FP EH �o •■ 1 3 � 4 2X �G 3 •,��' � 11.A \ r-n 1 - 1108.1 o FF - 1109.7 �� FG o o 0.3 .4 I o F = 1111 .7 I 10.6 PUS 5 12•A 5 PE at - F 1 5 � 07.9fi 08.0 1 C � � � 1108.9 r 08.7 `�© 09.5 - o 'o © o AC FG � � PE w 1110.9 � ® FG _ 1 1 .4 j FS IW- �., 28 1110.5 a� w 1111.1 ai VC 10.30 TC 2 9 10 �► g Q 1 FS-GB R .4 z .3 08.76 FS •5 -� FF 09.7 FF 110.3 0 10.7fi \ B 5 09.84 E 8 �G 3 1 11 ` z r� "'Q Z - N o J 09.7 a4i PE - 11 PE 1 a� .4 08.1 FF _ 108.9 o FS GB �� R 1109 7 0 09.3 FG AC � Q3 o z z .4 10_16 �, FS 25 I 0 10.5 R 7 3 �I �° 6 16ro 5 t�.2 M �l 1. 1 " 0 FG i PE = 108.1 FF = 9 � FG 09.56 09.4 p'��09.9 FS GB .3 z FG i� FF 1111. \1 10' 10.2 11• 10 2 C � R 1 .5 � 1110.9 � � " I•v 07.8 " 5 "1 PE = 1108 6 FS-G8 FG -� FG 10.3 111 N� o _ �G G 4 STEP 0 FS •4 STEP 1 N a 0 A U, FG FF - 10.9 at1�\sA07.5 I 08. z - ® .4 3 3 10.6s 8.57 FS 3 3 STEP o o ��1109.2 .-A I N �� Q09.9 pE - •6 -- FG � tt 38 FS � `y' 10.14 TC S 3 S FS � _ 1112. 0 1 _ FG 08.1 8.60 7.5 ■•" 09.45 FS G z •31 .�.. I .3 6" STEP FS 09.7 I ,z ��2" STEP F 1111.2 o Z / .6 TG 5 6 2 55 FF - 1112• F 8 • 4 STET 3 STEP _ o �F 4 09.68 E 1 1` FG FS FG 08.9 08.5 5 = 1110.5 9.4 0 10.3 1.53 Fs 10.9 - 10. 1 01 1 4 STEPS I FG FS �.37 F FF = 1109.7 aoe 0.25 FS FG """" �FG 10.60 F � " FG FG o 09.1 I E 3 � 16 LF FS � �� �"� 1 78 0fi.9 I 08.4 10.3 6 S 0. 6 LF 4 0 1 0 09.36 FS-a 09.28 .5 I .6 x 10. 09.31 09.7 I FG 09.8 0° 10.60 FS •4 FG 11.50 10.4 ac .2 / 1 X 2 p 2X 09 97 12• 1 OIL 12.0 07.6 06.60 6 7.60 T ao FS 09.1 3 GF 11 FS-GB •4 FG 08.20 I 0.0 it l FS-GB 11.33 FS 6 is 3 FS I FG to. FS-( 10.55 3 STEPS I 3 FS 9. FS 12• F FS-GB 1 5 - 08.51 � .3q I 07.7$ 3 STEPS - N 10.20 F F 0.52 53 I 4 STEPS I EE W3 STEP FS FS °' fi 70 TG STEP FS09.3 T 0905 5 STEPS o�-P. � cn 3 � •4 � .90 TG 09.14 1 .20 I - 1 06.37 � �� 07.28 .4 G FS 3 w 07.0 6 FS 06.49 �6 Ofi.87 FS 6 I 5 STEPS �i� 08.02 4 STEPS 3 .90 I 08.67 .40 I 6 09.00 Og F S 1 T�_ = FS 1.0% ��' r'• 1 0 07.09 16 a� 6 08.5 0 66 aft 08.77 FS FS 9' FS 06.64 FS � S OS.11 � � 1�.2 6 - _._. .�-- S F �_- 9 36 A 5 9 12• 2 � 1 � S I 7.40 TG- 3 07 S 6 FS S F5 , FS - `M_ F 09 7 �1• C 0 - 2 09.1 � 08. � l • 1 11• F G MZN \ as 3 .12 FS 10 1 B �...... 1 TS > r r FS 06.35 F 06.9 •7 cn 08. F c " � 09 47 6' \x FS C' Cw 1 S S 64 F F - W S _ FS .30 TC �' .cep'42 w FS W 1 �Ml 07. FS F .89 [W u� W 08.84...IE 5 NA9 8. B STEPS 23 sl N _-_ - w I__l 8 09 4 1 1 8 15 LF Q+ F ca - 1 06.51 06. 4 1. J�, '� 15 LF 4 I ` 13 LF } C14 1O - FS 12•A5 \\ 4 O 14 LF N 4 02% I" - 4 •� 10 LF f 50X S1 _' F 112.0 F 11 FS F cn 2.0% 4 ao 13 F °� 4 0• FS F 1 2 0 06.3 '� O 2X ^' .� �' 4 O 2X g" -rf N ch., 5 08.10 TC _ O 1 5 �' 09 10 12• P 1 , •Q' 1 FS 06.46 T � �, �• ,�. � �► 07 34 TC 5 - 64 I E � [� -�. �. � � G 0 1 X O6 5 n R=500.00' ~ - 12 508.6 C - _;69 TCC 5 3 '��` FS / 0 .43�TC� I ---w 08.23 I 6 �ZF 'S' 10 N F 5 _ �'� D8.21 IE PE = 1111.9 05 97 IE 07 30 TC 11 08.14 TC 5 R=�-00 �_� •6 10, 0%M Ofi 13 ,� •$ 506. 4 � .� N 0 U RT o 07.68 I E I _ 1•�� .38 FS ti GALLAYI co �» 1 4h.- 4 0 2X s FS, 'Ica 73 STREET '39 W �o� -*�' �--� �`' HARDSCAPE LAN�APE \ LIGHT ��� ,� Q r 0� ryb �` ,�C� ~ 0C14p '�G ;`G �G G ��, 508.55 TC G PE = 1110.3 E \ ARCHITECT'S PLA ` � a 5 � ,��Cf°• ^ r� ,`G ~ - � ��� � 8.09 IE�C51 3 OSA iE SEE SHEETS \ y T 00o WC-LP I\ -� - 29 6i �,;- y��1 l�,• PE - 1110.7 0 + 'N 1 1/2" IRRIGATION f ~ N 5 26 2 METER \ PE 111 27 PE = 1110.6 to 06 14 � 2 4 0.2 PE = 1110.2 / S ��' -�L` PE - 1109.4 PE - 1110.6 Y A �`� s 3 0 / / 9 fes., 6' TC' �� PE 1109.4 R/W M SEE SHEET FL OF PIPE 1/2" SIDEWALK INSTALL S \ 1\ ABO GUTTER6" REMOVABLE � OFfiS•32� U 2 FLOWLIE PLUG " CONSTRUCTION NOTES o 1 1/2 MIN. COVER 0 PE - 1108.6 INVERT ELEV. A 4 PVC N ._. PER PLAN J 2% O INSTALL 4" PVC SCHEDULE 40 t7 06.52 _,, k-r- - +-777=7' ,--- _-� :` a INSTALL 6" RAT PER NDS n FS -. t' x�°: •r;':: �t �_, '.:, ,: ' r,. .�- =.T- w °,�,- GRATE N0. 40 OR EQUIVALENT00 1 LOT No. ENHANCED REAR ENHANCED SIDE BACKWATER LOT NO. ENHANCED REAR ENHANCED SIDE BACKWATERti INSTALL 3" PVC SCHEDULE 40 ELEVATION ELEVATION VALVE ELEVATION ELEVATION VALVE N ,,�- r-: = :► �. ,;- riE 1108.6 -.�-•._�;._•; / �Y-' .•, a- ,- , 0 1 YES RIGHT NOT REQUIRED 13 N/A N/A NOT REQUIRED ;;;:',;: '` " " = z O CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET \� \ 9 6 o \\ 2 N/A N/A NOT REQUIRED 14 N/A N/A NOT REQUIRED \ \ �w O CONSTRUCT CONCRETE SIDEWALK (2X MAX. CROSS-SLOPE) PER MODIFIED W N A 15 N/A NOT REQUIRED C.O.T. STD. 401 . a 11 SECTION A A N 20 0 20 40 60 N A NOT REQUIRED N/A - � 4 N/A N/A REQUIRED 16 N/A N/A NOT REQUIRED INV ELEV PER PLAN CONSTRUCT CONCRETE DRAINAGE SWALE PER DETAIL ON SHEET 3 1 CURB k GUTTER a) 5 N/A N/A NOT REQUIRED 17 N/A N/A NOT REQUIRED 3"x4" REDUCER 4"x4"x4" TEE o GRAPHIC SCALE 0 6 N/A N/A NOT REQUIRED 18 N/A N/A NOT REQUIRED 3" MIN PVC (SCHEDULE 40) UNDE R G ROUND SERVICE 7 N/A N/A NOT REQU I RED 19 N/A N/A NOT REQU I RED V) ALERT PLANNING ■ DESIGN ■ CONSTRUCTION 8 N/A N/A NOT REQUIRED 20 YES LEFT NOT REQUIREDaf -T w 9 N/A N/A NOT REQUIRED 74 N/A N/A NOT REQUIRED LEVA,�_IQNE: SEE SHEET 6 FOR 1-11 (',ALL TOLL FREE 27555 YNEz Fio 10 YES LEFT NOT REQU I RED 75 N A N/A NOT REQU I RED HORIZONTAL CONTROL DATA Z AD SUITE 400 / 1-80�-4.Z2-4133 �-A,CALFOF"A 92591-4679 11 YES RIGHT NOT REQU I RED 76 YES N/A NOT REQUIRED PRIVATE DRAIN THROUGH CURB DETAIL(�)CONSULT1NC3 909.676-!8042 • F=AX 909.876.7240 • www.RBF.corn 12 N/A N/A NOT REQUIRED 77 YES LEFT NOT REQUIRED TWO WORKING DAYS BEFORE YOU DIG 5" SLAB PER FOUNDATION PLANS 5" SLAB PER FOUNDATION PLANS L D O O �+R z J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q1�OIESSI$* DESIGNED BY DRAWN BY CFECKED BY Drawing No. o p J MJB RS/MJB JDT RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS HORIZONTAL Contractor y �o - Plans Prepared Under The Supervision Of 1„ - w r ACCEPTED BY: DATE: �J T PRECISE GRADING PLAN 0 Inspector SEE SHEET 1 20 nc •46417 Date: � L�- DEPUTY DIRECTOR OF PUBLIC WORKS 2 EXP. 6/30/ RONALD J. PARKS TRACT 30669-2 � MICHAEL J. BOECK -- � Q VERTICAL sr c j >,� �� - PASADENA DRIVE - LOTS 1 TO 10 Date Completed elf �ER.C.E. No. 66417 Expires 6-30-04 R.C.E. No. 19744 Expires r es 9-30-05 �rf =98; GALLATIN COURT - LOTS 11 TO 20 M N/A jr CI►� P �,. � BELLEVUE DRIVE - LOTS 74 TO 77 SHEET 2 OF 9 • SEE SHEET 2 ---y 09.32 TC �h TR 30559--�2 59.0PER LPARRETAINING WALL 028.0 TF TR 30 5 5 9�� _ _ -ter 08.86 IE 5 �'f•4' - - 74 10.3 " GALLATIN I N C O U R T ,2 5 8.55 TC ,Q f 3 .Sox 6" FH ---w 14 LF gip; W PE 1112.0 GALL IE 1r w R oo .94 TC r _ _ O 2i% 4 $_ 1 A AR N .1'�� N 11 R=500.00 07.85 TC 5 8.58 TC�? 5 .48 I ` 1 AV/AR ` \ _ 12.0 TW 1• I So TR 306B9_2 •1! 07.84 TC 07.39 I E c_, .. � 5 - �-r 17 LF Og-7 � ' ti '�' S n 8.12 IE 1 LF 4 T 10 N37.3�7"W � 07.38 IE ^° � °' ._. 4 O �, �, 4 _0 09.7 TG 3 'i 2.OX=_ 3 �„�. 3 .2 ,� PE = 1111.9 Q, $ _. W 09.14 I E '�� -__ 0 j.0% 06.97 TC 5 --- - - -$" WAS f V F F ��, 06.51 I E. - 18 42 TC TC 1 6 F F 4 W 'r' FS 05 3 F 6 .35 4 O 2. O 2. 3 .9 T W 14 LF 4 F 8.74 I FS STREET 10 '�� ------- - a+ O 2. .21 1 3C� .0� W FS 98 0 .3 FS " SSE FF - 1 b 10.3 - .93 TC �' �$, .56 .1$ TG cn S .91 F � .3 •4 \ �, � LIGHT - - W 5 '•� pE ►• 1 FG ~ 506 47 I E W 7.48 FS 7.58 6 S j 6 .13 r 6 09.7 1 Q.85 F 10.7 10 MZN 15 LF •30 5 4 6 T 1 s -- -� ►� - ._ 1 ox TR 3065659-1 4 F S F 3 08.29 FS a� 08.78 .20 TG 4 STE �� FS " FF F� �Eps �� d�9 3 07.89 7.70 I E FS r FS 8.40 I E 3 ) fi co 7 STEP N 7.27 FS 78 �' 011.13 •4 1 _ 10.92 FS 1g 1 ,� 1 F 1 � v 3 cr .8 09.2 10.79 to 4 STEPS S .2 10.4 ,.•�` V 8 0$ fi o ,9 O • v cr I 6 5 TEPS N �a� �- `� W � F F FG o r^ G w a` o FG F 16 TC w .96 " 09.7 09.9 � ^' 1 08.9 0.98 F ,3 - 5 09.90 F 09.4 1 S P FS-GB •5 FG o 1 FS 10.2 =1110.9 3 STEP a4i \ 12•� 3 \ 0 .70 I E F •1 T 09.0 FS " .+ 10.3 M,. \ 1 $• 0 6 3 .3 09.0 _G » Qp w* 09.8 10. S - 0 rJ STEP 4 10.6 FS-GB GF 11.15 FS LP .2 2 2� f-? 1 C -, $9 \ � 0 1 4 9 6 6.8 I STEP FS-GB 3 STEP _ F �-111 FG � - 10.2 � 1 10.7 � Ev 0 Ox � \ FG \ - 15 L F 10.2 1 .83 FS » o 1 z \I .20 T FS 3g 2 a' - PE = 1111.2 fi7 S o 4 STEPS 0 1109.7 0 09.4 9.95 FS1 4 FG �� o o aoa 3 S .OFS FG _ 1111.5 5' 1 07.20 dJ• FS - \ 67 0 _ �Do_ 2.0 F r GF� .4 - 0. �a� 2 A 3Cj 11.0 a4t 1Q 5 F 10.7 \ c W FS 07.09 as .. o .4 FG a► o o ` - as o A F _ 11 7.08 0�• FS 2. \ 06.4 •52 09.09 a4 o . la j 3 'r' FS 1 E _ \ TAINING WALL PER FSx �� XX.X LF RETAINING WALL 3 P \ 1 2 �79/"/ ­�' ; S FS �. .3 j 3� ®1 w" © N© � .z 1 ® _ ART PERMIT rL b3 �+ � 11.1 M� ' \ \ PER SEPARATE PERM I T 1 TGj o FS �1 �0 09.3 �� 09.26 0 P cn 10.1 1 1,0 Z cr 10.50 0 4 - 1 10.7 TW 0� 10.3 3V 11 10.3 10 3 6.00 I fi �(Ao 08.4 0 FS a' FS-GB z z QO2 10.08FF12 FG 5 STEPS 1 08.1x C r _ PE .2FSS FF 110.6 10.7 F �9.15 FG ,t cr O1 41 FS 1 �Q PE FG 1 �G \ cn 0910 0`� 4 F w -GB �-4 o 0 10.6 10.4 v 07 76 08.60 Z ' FS 09.10 FS � �.6 � 2 08.6 z Z R o .2 cr 10.0 11 FG .2 0 = 1110.2 a� F rFL 2 10.2 '0 1 -F R FG , o �� 10.6 � �L\ o- MA I LB X LOCAT I ON g FG S-GB FF ,4 7 �a� 10.2 g 4' 5 10.6 '-' '~-�1 z1� - / LANDSCAPE ARCHITECT'S PLANS j PE 1109 0 1109.7 .fi - 1 FG 10.2 G 1 rU4 (fir=1110' ,t FG z 11.7 \ 0�• 10 096 MZ �� 08.5 108 9 08.6 cr o 2 09.2 as GF 1110.2 09.3 - 11 FG ' o FG Iv 09.9 l 10.5 �( 08 50 `\ FG GF~1 �� FG O 1'' 11 O �` FF 1109.4 F 80 0 N 1111.4 z - �' 09.0 G S 09.4 .s - ~1111• z � . © FF � 6 � 07. o ' PE 1110 o z '� 3 Ofi.83 E 07 .0'1b MSN 6"� o .1 3 A °'009.4 FG z r �'' FS- .8 1 Q.2 F 1110.2 o Z� PE _ s _ 09 20 r 1 LF 08.404 0 09.4 � o � � 1 PE - 1 -,1 - � 07. 0 .� \ 08.46 R 7.80 '� FG FG FG r X9.5 10.6 10.6 - f 11.6 ~ �- N O .0% A .6 10.0 �F 0$.3 ..... p \ z 08.6 FS-GB FS-� '1 n� 09.4 08.8 FG 2 FG 2 10. N o FG FG T� 07.3 aa 5 95 TC 1 FG ` 4s r 08.7 o Z ' o .4 ``-HP \1' ` 06.49 IE 9 0 1 10 PE 1110.7 1 - o ,L .r` FG cr ® o - � 6 d�•� B •• •� -� r Z ` FL� 06.5 F� 7.5 1 �� W G 5 Q L 1 - 10.0 Z: , ..� N A 06.9 FG \ 109.4 .6 rn 09.2 r S �' 1.OX MIN v 1 5 06.92 TC 6 � 1 0. 09.6 � 10.0 \ FL �. FL-I••P - Z�� - - `�' - 0$• FG FF 6 -11 4 08.5 -W \ h o 06.46 IE 8• � .- � �' � N 7 P'E E = 110 08.4 F 1109 WALL AND FENCE PER FLS' •2 ~ ,r 06.9 - 7.5 \ Q � P ��j F E _ 1108 6 FG �__ ' TS 4;6` �- - l --� ���o FG / FG � 4 7 - �- �� .3 � �� 1•Ox 06.6 P LANDSCAPE ARCHITECTS ��+ r �\ 1 -0A FS a S 1 \ r•� S 1 05-M - \ 0 .30 TG S� .3 \ 09.6 FG O0BG.6 08.6 o FS- T 0 f PLANS (TYP.) 06.4 �1 07.1 07.1 c, L 'I 5 FG FG 1. � - - FG - FG .9 �► 1 3 q6• 6 �` O 5 v FG 5 \\ 1 ; N 08.4 9 6 _ r FS- _ 107 1 _ \ �► �i « \ 06 80 I E FS 3 0 �' ��P I�8.0 06 ~' o FF 107 s J z \ NC �'60S' 10 `j Fl. o y�aoi _. �-�__ 6,s 5 - pE - .3 12- FS - / 2; , 05.7_ '�' FG os.4 07.1 Do R 3 1 1 1 1 cr - F z aoi o 1 7 0 0$ - r 6` � � FG 4 ,-+ 10 Q7.8 - lS _ - - FLS' °' 06.6 06.6 7 07.1 ani X1107• G z ® F 1 07 .5 \ C - r h- L' - - FG FG [r+ �, 3 w F 11 1 e� z FS 3 0$ a� 5, a'_ `y r FG cr o \ pE Mll 0$•Z 5-� 0$•7 - --�� / N � .4 07.1 06.9 �" Q' �\ 6 0•\ F ® 1 . - 5, 1 FG - / N �'' 05.2 o o FF 1107 6 © 'ti FG y ` i o 07.5 07.5 5, 1 ZG } 94 d6' fx 1 4 7 -- '� 05.9 o z� 06.6 1106 1 �-FP FG FG FS 5 �' -- ` 04.9 FG �-' o FG .-. _ 05.9 v PE v z 3 STEPFG \12' 1I`�N, PE _ z� 05.9 Z FL FG © 1110.2 5. � n � 3 0 � 06.6 9 � 2 • 07.5 �_ � '� V 5 0 1 .._ l[ � FG 7 GF'1106• 05.7 �� © FS-GB O n'- \ 10■w" 07.5 8. 5 FS FS 0$ 11pg' 1 1 1 05.9 FG v 06.4 FG z FS-FL �r " FG 04.41- - 05.8 FF = 1106.7 o FG 0 1 .3 G 06.4 1 o g S 3 o - 08.00- , - = 105.9 � � -+P 1 Q1 0 _ 107 0 2 STEP � y A -- 6 FS 604 6• F / - N E 1 1 a� as - 7.73 FS F \ 6.1 05.1 o o FL �►® FG P =1106.2 r o 11 r o as FF - 107,1 FG TS FG z� 1 GF r, 05.7 4 O6. ,-, PE 07.1 '� 6 W 0 G 1 N t I .4 4 STEPS 07. T - FG .3 5 1 ZN .Srx%_ F _ 05.1 � �••P v � C _ z � �a4 � 40 4 �A• M F _. - •. \ `' o o FG � -� �0 cn � � at o � Ofi.5 FS G8 ©N z " 0 06.71 FG 07.67 06.50 TG 3 3 - 04.4 y r 05.1 05.1 0 l 1 A aoa FS �`' 1 6 STEP 7.4 S FS Q6.6 06.00 05.70 I E r 1 F 1• FS 1N F G ' 05.1 o v 1 4 .3 cn o " 5110 4 STEPS - FS_ 1 5 L * Ox 6 10 \ FG FG z 1107. 3 STEP 31 ' 7.40 FS GFr FL GB �-9S 4 0� .6 . 1 0 .6 I , FG 04.9 o 4 05.76 05.9 FF 6 7.15 FS •� 06.7 3 5.80 TG $ W 14 4 Rt,I/ ®O 2. ,� 0 _ 1106' O6. 07.36 FS O 2.OX +► � 05.1 2 A .� �0 *-a amp FS-GB FG 7 o PE 4 FG 1 ■•'"` FS Ip 05.67 5.29 ,I E_ S .89 FG �N 5 z _z o FF 1 2 STEP Q7.1 S .,_.. F F [�• 3 �`I ea R - 1105.9 � - " 06.2• 06.s 4 w �� 05.60 I E � 3 FS � cn `n 5.74 05.88 TC 5 ._ " SEEPS 10 •3 0 0 _ _ �•21 4 TSPS -FG 4 STEPS a� s a� z 0 05.9 " „,• *'" F 05.42 I E ,42`N 6.04 5 05.9 3 STEP � - -006.0 S .12 � FGo 0 05.80 TG36-- 04.96 50 TC 0$ G 6 � 3G r � = 1105• .6 o 03G- 05.1 GF=1106.2 5 F FG •3 FS 04 F g 0� N49 1" AV AR 12 FS $F 10$•6 �� 0� \ 04.960403 • © � �o �,► - o�' - 1 0'1 .8 FG � FG .� -•• � 05.5 6.37 05.71 1 ►`'- K 05.12 6 r - 6 •4 F W __ �" '� F G FF - 11 0 FS-GB o o FG 05.9 05 71 06.40 05.61 2Q FS F S 05.2 F 5.45 -_ _ ' F 5" S��S P� 0`I•6 \ '- = 1105.9 4" S '' FG FS T �- S 14 -a v+ 1 FF _ 10S•1 05.1 0 - 3 -� 3 .33 TG 4 - S 5.35 F cp n• 5 to 5.56 I E 05 1 FG FG 5.57 FS 05.52 04 60 T 3 .31 6 04.40 4 STEPS 04.17 I E 04.79- 4 °� _ �- 0�8 5.0� o $ 0�. 1 \ 1 5.4 FS � - -03 26 IL S FS o 6 F -_ co F 5.09 F 7s 0 05.1 p° = S .87 .89 `� s cr oo - h O 2.0� _ S 1• S_ca F •6 03.81 fi 3 50 4.65 F - �, ' _ _ 4 LF - X510 06.50 TG F FG 5.57 F � _ I _ - O .0� � 3 5.86 I E- -� \\ 4 STEPS 6 f S - 15 4 .72 14 LF c'o c _�-- _ _ F 04.71 - F 4 O 2.O�K � � _ - 05. o S 6 S 05.4 TC h' C, 1 03.8 _ L FS-GB 03.52 FS 1 F r"N -I 04.57 IE 5 1+_ 5 05.01 IE CO 1" AV AR FS $ 5.14 05 1 �8 � 05.51 FS O 2 4 W 03.90 04.0 .29 w �� 1 �' S 04.55 � _ -- 04.01 FS 03.47 .75 T rC' J - �, � ANY COURT �f_. -,�. - 6 FH 51ti •L FS PE = 1107.8 FS 3 STEPS FS 3 .� ro 33 TC X500 00 I ALB _ �V ZC / .4 3 l�,-s? 4 O 1.F1 03.87 �._5 �.'` �_._h�` 6 v� O \ FS �'• c, PE = 1107.3 FUTURE ?j iA 15 L 03.42 TC -- 1 ` Q ' 0 4 O 2.0 02.96 IE 5 •4`'' S 04.30 TC vv� TR 31053 O \ 3� S FS �' 03.84 .LE �- �v )02. 1 T _ 4 5 �G \ ,r 02.9 I E _ 1 ` 2 03.52 .:�h.� " SES 4 PE = 1107.3 I� � - FS/ 03 $8 �, •� �ti. � N45. 4 '� �- k• 44 03.18 � 1•Cf% PE - 1107.0 R \ GI' \ ro�h FS 4 3 PE = 1107.0 2' TC VL Cj 42 X STREET LIGHT PE = 1106.5MOC 41 �S PE - 1106.5 SEE SHEET 4 SEE SHEET 4 FOR �N y TTHHISING OF Ali ARE �, '� EE \ v W O U N PES 1105.6 a. W 6" FH TR 30659-2 s - 4 . tp UjLd • ' - U so 39 w � \ PE 1105.6 FOOTING � 3" CONCRETE REINFORCED WITH 6"x 6"-W 1 .4x W 1 .4 WELDED WIRE r-20• \ FABRIC TREAT EXPOSED CONCRETE SURFACES WITH CURING COMPOUND IL - ENHANCED REAR ENHANCED SIDE BACKWATER ENHANCED REAR ENHANCED SIDE BACKWATER rn. LOT NO. ELEVATION ELEVATION VALVE LOT NO. ELEVATION ELEVATION VALVE NOTES: co \ CONSTRUCTION NOTES 21 YES RIGHT NOT REQUIRED 32 N/A N/A NOT REQUIRED 1 . GROUND TO BE PRE-WETTED TO THE SATISFACTION OF THE 0 \ 22 N/A N/A NOT REQU I RED 33 N/A N/A NOT REQU I RED GRADING INSPECTOR PRIOR TO PLACEMENT OF CONCRETE. O3 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT 23 N/A NIA NOT REQUIRED 34 N/A N/A NOT REQUIRED o 20 0 20 40 60 �4 INSTALL 3" PVC SCHEDULE 40 24 N/A N/A NOT REQUIRED 35 N/A N/A NOT REQUIRED 25 N/A N/A NOT REQUIRED 36 N/A N/A NOT REQU I RED DETAILmCONCRETE D SWALE. N �5 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 26 N/A N/A NOT REQUIRED 37 N/A N A NOT REQUIRED � NOT TO SCALE o GRAPHIC SCALE CONSTRUCT CONCRETE SIDEWALK (2% MAX. CROSS-SLOPE) PER MODIFIED 27 N/A N/A NOT REQU I RED 38 YES LEFT NOT REQU I RED 0 C.O.T. STD. 401 . UNDERGROUND SERVICE 28 N/A N/A NOT REQUIRED 69 N/A N/A NOT REQU I RED O PLANNING! ■ DESIGN ■ CONSTRUCTION 7� CONSTRUCT CONCRETE DRAINAGE SWALE PER DETAIL ON THIS SHEET 29 YES LEFT NOT REQUIRED 70 N/A N/A REQUIRED ALERT W 30 YES RIGHT NOT REQUIRED 71 N/A N/A REQUIRED 31 N/A N/A NOT REQUIRED 72 N/A N/A NOT REQUIRED CALL TOLL � 27556 YNEZ ROAD,SUITE 400 " : SEE SHEET 7 FOR z N E IE�AECULA,CALFORNIA 92591-4679 5 SLAB PER FOUNDAT 1 ON PLANS 73 N/A N A NOT REQU I RED HORIZONTAL CONTROL DATA ""8��" 42 _4 33 CONSULTING 909.576.!!042 ■ FAX 909.5767240 ■ www.RBF.com 5" SLAB PER FOUNDATION PLANSIt TWO WORKING DAYS BEFORE YOU DIG LD04-035G R Q DESIGNED BY DRAWN BY CH1ECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE 0VESS) ♦♦ ,, Drawing No. �'�� MJB RS/MJB JDT RECOMMENDED BY: DATE: 4 CITY OF T DEPARTMENT OF PUBLIC WORKS J. n1--ol Contractor HORIZONTAL y� 0- r Plans Prepared Under The Supervision Of co 1" - 20, W ACCEPTED BY: DATE: s ¢ T PRECISE GRADING PLAN o 49 Inspector SEE SHEET 1 �•�17 y Date: � 1 ol1 DEPUTY DIRECTOR OF PUBLIC WORKS Exp- 6/30/04 RONALD J. PARKS TRACT 30559'2 VERTICAL L �I 1� ti� MICHAEL J. BOECK _ --- GALLATIN COURT - LOTS 21 TO 29 Q Date Completed F E� R.C.E. No. 66417 Expires r es 6-30-04 R.C.E. No. 19744 Expires 9-30-05 fr, 19e9.- ALBANY COURT - LOTS 30 TO 38 N/A of C k`1 p p �'�• SHEET 3 OF 9 BELLEVUE DRIVE - LOTS 89 TO 73 ENHANCED REAR ENHANCED SIDE BACKWATER ENHANCED REAR ENHANCED SIDE BACKWATER LOT N0. ELEVATION ELEVATION VALVE LOT NO. ELEVATION ELEVATION VALVE 71 S Cq� 39 YES RIGHT NOT REQUIRED 50 N/A N/A NOT REQUIRED � PE = 1108.7 � 1 40 N/A N/A NOT REQUIRED 51 N/A N/A NOT REQUIRED 41 N/A N/A NOT REQUIRED 52 N/A N/A NOT REQUIRED \ �c 42 N/A N/A NOT REQUIRED 53 YES LEFT NOT REQUIRED 43 N/A N/A NOT REQUIRED 64 N/A N/A NOT REQUIRED f 44 N/A N/A NOT REQUIRED 65 N/A NIA REQUIRED SEE SHEET 3 / 45 N/A N/A NOT REQUIRED 66 N/A N/A NOT REQUIRED / 46 YES LEFT NOT REQU I RED 67 N/A N/A NOT REQU I RED 30 PE 70 1108 7 20 0 20 40 60 47 YES RIGHT NOT REQUIRED 68 N/A N/A NOT REQUIRED PE = 1107.5_ 48 N/A N/A NOT REQU I RED 5" SLAB PER FOUNDATION PLANS TR 30559-2 RI,� 49 N/A N/A NOT REQUIRED 31 rros 95 C GRAPH I C SCALE 5" SLAB PER FOUNDATION PLANS PE = 1107.1 32 PE = 1107.1 33 XAA9 PE 1106.6 - 3 4 'A s �" 505.71 E'�R-__ 05.25 I 5 _ � 69 PE 1106.6 PE = 1107.8 - _ - c 36 35 0% �,�� � ^�„ av Art 13 LF � _ 46 PE = 1105.9 _ PE = 1105.9 J o - n •i " h• 01.2% 4 L ■ fo PE = 1109.7 _ �-- / 37 ti� 1ti ''� I� 5 04.34 TC _510 �0 �?` $" wA 6 \ TR 30669 �.'`� 12 04.90 I C 5 f W 05.90 T 12 5 PC 1 .8 PE 1105.1 v 4 14 LF FS 05.40 I 3 0 0 .3 7.8 2.0� . \ O 2.0 - _05 8�6 0 5.64 1 Q4 FG M 14 IF 0 'I� TC 0�.4 FG p�. r 00 04. 1 T 5 5: �? v 4 5 o C 5 STEP FS PP R=500 04. 5 I 3 r S rn _ Z 04.88 TC 14 LF ' 05.16 I E .00 TG W 05 6 05 77 ' 10 �' �• tiV 5 04.42 I E 4 a _ 3 5 6 10!rw FS o. 0�.64 •8 1� \ - �- - O�r� p .6 .� o FS 12- Z'1� •� 6 07.6 07.1 14 L 05.60 T VN 6 " 1108 8 3 FG FL 38 ';•15 03.0 T 5 w _- �4 O 2. X 3 F .4fi r N CP 07.90 FS 9 -7.3 �5_ 05.61 8.18TF5 F 110� �4 11 6.8 rC f� 0''' n F .40 6 F OS.71 a� 4 ST 2 STEP \ 1 cn FS 14 07.2 5 10 r06.i �G PE = 1105.1 _ "W 15 L W Q5.33 5- 7.93 8�AA 4 f..'+ 3 20 TG W - 5.21 F S °' S 4 FS 07.7 4 11 .6 \ \ 05.55 FS FG •g 10� N,ZN FS--f� 45 �` p�• NA 04.7-0- - 06.9 F \ RETAINING WALL PER FS S 0� '` �' - 07.49 4 STEPS _ FG 06.9 � ., __ 5 10 1•�� �� ��\ PE = 1109.2 4.95 r FS " 5 FS-GB o PARA PERF I T 3 06.50 TG 5 02 TC 05.20 TG 3 FS .90 S $ r Q, 3 " S �7 07.3 FS �\\ 5.07 IE p, \ U.J. IE o 03. FS 7p 05.42 6 \ FG .3 2G A.5 4 16 w �:� 10 v 1 \ t� \\ 0 1 LF--"� �~ � 6 05� FS � 7.0 ® ,��\ 07.0 �� 0 1 � \ 2• X � 2 06.01 2.d�'\ \ 6 •� FG 8• \ FS I O \ .r TC _ 4 O 0.9X '41 4 STEPS 4 STEPS �,a 07.0 FG 06.6 0 0 �V 07.1 _ 110 3 L T 0 21 5 STEPS 10.5 0 C M 'a+o TS W � 'o � .fi1 FG ' ■," � FS .90 5 g TO \ a'► \ / 3 .20 TG 5 ! •4 07.4 06.6 S-GB FG 07_16 p� V 04.90 04.75 07.2 06.5 6 06.8 2.94 _ 3.70 IE 6 \4 07.00 © FS FS �'N \ FS GB C y 0 .17 1 FS FG„ _ 110 $ FG \ MOC-LP 5 STE 06.1 05.9 0 � . r u'Q 07.1 07.3 05 60 5 3 STEP F 1� S FS \ - 1O 3 j 5 .o as cr FG 04.90 04.71 I 6 F - 1 06.6 \ FS 2 FG Gr_1 4 0 �'o as ; •4 1 ' 1 .�� 7.35 FS pE N F,9 ►,G'` 04.49 • " 5 6.4 �i 3 _ 8 .a� 0 07.3 16 \ - 3 S U-� 0 10 at 06.8 05 37 `'� 9 06.8 03.28 TC FS .2 - FG �' z - 1 .3 �v 4 1' 05. 06.8 S. 02.82 IE � �"�� 04.0 F s.5 FS-(� '0 7.05 S \\ o n N Ofi.86 � 1p� •8 Z -\ � FF - 110 _110"1 -6 � F N o�� FS 2. X 05 2Q FS FG 5� o� 06.8 FG .o / FG „, 'V a. - FS-( F _ 1 1p� 0 Cir 07.3 z �• 8 3 3 0 .50 G w 06.66 \ j FG N „ 2 F _ 1 0_ FG y�` T o5.fio 05 03 I p�► \ S" FH � `'' 3.91 .2 3 S1 p► 5 06.8 pE ® o� 07.1 04.90 _FF S 1�FS 0 44 07.3 MAILBOX LOCATIONX .6 0fi.41 , � o� \.18 NF 3.79 6 FG . \Cjk 07.2 � - \ \ � •� 06• 110 'o G �� �'-' _\ rn® FL PE 1108.7 S FS of o 3 F �•5 0 0 � 8 .1 .3 06.9 FG 07.3 0•�� 2;1 _ s LANDSCAPE ARCHITECT S PLANS 05 08 p,8� 1.Ox 03.48 4 5 L 04.17 4 STEPS\ ■ 06.36 FF - 11 .4 110 -110 FG P� FG 1 � G 1p, FS 03.6 O % 3.72 _ C pE •� F s 107 •0 ((fir N - FS �. FSB FS Q FS GB 3 07.0 06.8 ti 03.38` W 03.59 - 06.3 06.3 y\ .4 p'E 06.8 �° FG N o- .7 Z� FS FG FG FG 04.5 .53 7 05.3 \ � f�-H FG \ �-I 07.0 �•o --� 05.2 0- FS F FG y� .0 06.5 05.8 Z FG y`aA - 5:4 .. f \ Fi 5 STEP FG p°I � 05.21 FS \ - o G � � 0 06.4 "ti N FL _ WALKWAY PER LANDSCAPE 03.45 'LS o 6 FS 05.6 " S .3 .• -1106 8 FG r, j 06.8 7.0 07.0 / 0 AIC? 31 05.4 1 -t 04.92 - ti N ��� - ,� FG ( / _ y FG - \ 06.6 2• \ FS6 � ARCH I TECT S PLANS a' 04.1 T o 6.23 FS o � � �•5 Z �-\ � N FG - 04.7 �- �•3 _ \ o FS 07.2 � '► - ZN 3 0 G �� FG o 3 0. Z1 - W. A o _ 110 FG N` 06.1 \ r? 03.12 IE 03.60 .5 a► •o as 10'I • FG 't\' � o\ 1 S \ \ FS o .4 1 5 06.3 0. Z1 _ e� �" . ��' FG \ �� o 6 FF 11 © r \ 06.10 U2 'r,, F _ 1106' _ a'_ N' 04.9\ ■ _J' 04.67 STEP 6 3 STEPS �_ .- �•3 - FL - - ■ � 80 FS ,.� y .8 FG p 06.5 1 -- lo_FG -\ N \ cp= FS 7.27 FS 10 o, 06.5 FG W. .- y�� _ OS•4 � 'o \ rn 06.2 •5 �. .�.,��, FG O' \ • i -- 04.9 C 05.50 TG �6,�. 0'� --- ♦ 05.fi 3 STEP FG � 04.80 0' � � C ; 3 \ - 05.46 � \ N o, U,M tih 04.9 FG .8 \ - � ►-'- \\ 04.21 FG 6. FS FS- FLFG 05-� o �� .1 Z TR 3j 053 s.s 10 05.s GB Q, y _ 04.2 11 9 1• 05.9 43 o � � 06 3 h -- 9 F - 104• 3 o as 4 6 FS _ , a` 05.9 FL-I-P '�',``', WALL AND FG � �N o 04.9 � 1 � � z �0 - 1106. A ` � 6" FFt" Y � � .1 _ L�3CAPE ARCHITECT'S S � �i � FG y `r- FF _ 1105• 2� 1 h G _04. 7 TC • 10 \ \ PE 1108.2 \ 1�• -- FL Z� 10 r? PLANS (TYP. - O ■ -2 03.91 IE P6 ZB \ \ �,L .4 GF.1 F 110 1 �•r ) 03.38 04.B FG 04.9 ani 4'o .. FG 4. 4 05. p OX j \� z 10FD•A -� P r 2• 03.9 FS-- FG ; o - 05.2 \ C 6 06.49 F " STEP l7 � \ s 1 g 05.6 05. �h �� E-HP � 1 �r \ 2 STE •2 .32 1 M1 1 \ •'' FF _ 1105" FG © o - \ 0 04.7 z _ + FG / 5 _ 5 FS g.53 F 05.9 ' \ I� � • PE � 05.6 �' - FG ._- - N 04.0 �, 0 04.76 Q - 04.6 6.03 F � .87 I E _ 11�' 05.7 � 05.6 FG •o r ; o,FG �•� E-Fp FS B .�•0 -GB 05.94 6 04.28 T 3 04. 1• .5 FF _ 1105.g HP FG 0 \ \ FG y�� 04.88 � o - 03.64 I 13 F E to y- .� FG Z�� .� " ©o FS 4 � FS P N,�N \ 05.6 N 05.6 / f 04.1 C °' 04.7 �., 3 STEP 04.fi \ 16 LF O�- 4 - T P 0 1.O% F� 0 �► FG �X� 'O. FG 3 04.1 FG � FS Q'�� a� 5.45 FS FG `� 03.94 5 O 2.OX 4 .50 TG �, 05.9,. cr 104• .8 - o "w 3 . 04.49 FG l F FG - 1 Oh.1 04.9 ��t F 3 8 Rfy 00 E FS 05.9 05.9 \ G 03.4 - _ _ 11 7 3 t "1 FG 3 3.64 TG 1r FS FG o �5.9 \ 05.4 Q l (.6� _ 1105' g .4 04.51 3.14 I G`I 8 11.�% \ / FL N p 04.1 03. o \ s F 10A' O o 5.39 ...� -n 05.7 \ O _ =�-�P �` 4 as o F _ 1 S-GB W 03.78 T 3. 3 8 �� _ HP 04.9 / 02.6 ti. FG-110A• 3� FS-FL y PE _1108'2 FS QS' F .� 03.32 I 5_-_- FS 5 07L 4 (fir „ 04.1 04.1 cr .44 Z- 04.5 4 ST - _ w � 05.9 03.1 FG FG o_ ,, 6 ? _ Y Ag 50 h2 05.51 1�05.76 i-N FG , 4 2 o F N rn .9 Z �'� .� \� G S ST FitFL o 03.1 .3 _ "� 0 __ 12 .4 04.13 FS-GB FS 2,0� 1 PE = 1107.6 Cr / a FG FLS G 03.962 a'. r9b• 30.. FS 1.3x M1N \ \ , - ;N 5 STEPS z \ (� P FS-GB .. 5.53 FS 03.3 �� 0 03.9 j " a'o� \\ 05.4 6 FS 1p 16 LF " FS S 0� 9 3V 6 1106.7 10 1 FG \ 4 STEP 03.8 FS / p3• 4 - .5 9 03.3 03.3 j 0 .57 FS FG 02. �N2-.0.%--- 2"02.82 T 5 1 A fAR 6 STEP pE = FS 3 cr_ O . FF - 1105 1 \ / - - FG aoa FG 03.1 4 0 04.1 FS FS ?. "- W 6.53 FS Q 05.9 02.6 O z� 03.3 Z� 'o _ 11OA" 1 �� 03.71 FG 5 S F ? _ �°� �' 3. 8 05.3 5 FG 05.2 \ FL FG Z 03.3 .5 FF 11pA. o_ 4.51 "a 304.60 TG S QOO' 10 EN \ � 3 _ FG � z y � �� X11 S-GB FS 4 STEP � � -- 015 LF \ •S 3G - O .5 -� 4" FSC 03.7 5 2.51 0 6 " 4 .4 FS FS o .$1 T 17 LF 4 �.-g � 03.58 TC � FG �aot - 4.52 3 O 2.0 1 1 5 PE 1106.6 E \ 03.3 F - 103.3 ■'► V G -� FS +'' a� `' 02 ,� `� h 3.12 IE v \ \ 1 03.16 FG - 1 © 3 STEpS •0 0 • -� W "�,�C, T 3• T � 'L 4• " 02.7 0 o as - 5 � � Tc _ L � 6 3 110 3 FS-GB 3 STEP 2.0 Q2. 8 I S T of `, Z � - 1103• � 03.3 FG \'' • - \ o FG O33b85 6 j F 02 33 4 15 LF 03.42 T 3 57 7 PE = 1105.2 0 PE - 1105.2 \ a+�► �s11 F3.80 .4 _ a O 2.0% �' �• �'� `ti N \ 78 4" ST .1 3 02.00 TG - 1 S F 2.1 N o : d3 \ ++►•■ 3.77 F 4 STEP 01.39 IE 1.9 5 0 TC• 02.9 03.3 F Y \ FG '�► � 2.01 4 FG 01.80 C. ,L, 02.91 FS 6 Tc �S 0 \ \ 5FS-GB 13 LF 0 o g 02.1 03.71 '1 0 4 O 2.0% FS -� 1 LF GO C r 0 FS sTEPs N 1. o e 0% 4 ? SEE SHEET 5 N Q► j / o ti� r �as / FS n � � � 02.71 01.58 56 0 FS FS T 5 PE = 1105.2 0 - - 1. 9 5 Q 02.27 01 54 f -0 . 6 FS 20 LF FS z 4 �O o 1 35 G0.5% 01.43 __ - CONSTRUCTION NOTES 3 FS .; A,y IE 1.22 6-;� / � " o �� "�•�`� 01.21 T INSTALL 6 GRATE PER NDS NO. 40 OR EQUIVALENT W 5 /\ "00.75 I 5 5 O4 INSTALL 3 PVC SCHEDULE 40 N ,\ F$•07 0 1.1$ � PE = 1103.9 a5 CONSTRUCT PRIVATE DRAIN THROUGH RB PER DETAIL ON SHEET 2 1 CU �C 1 1 2" IRRIGATI / O CONSTRUCT CONCRETE SIDEWALK (2X MAX. CROSS-SLOPE) PER MODIFIED \ C.O.T. STD. 401 . Uj UNDERGROUND SERVICE TER 7 CONSTRUCT CONCRETE DRAINAGE NAGE SWALE PER DETAIL ON SHEET 3 v ALERT PLANNING DESIGN CONSTRUCTION \ �' J � w F r�•�� TR 30669-r2 CD CALL TOLL FREE 2755.5 YNEZ ROAD,RKM 400 � � � \ 6 FH z 1-800-422-4133 TEW-CLILA,CAUFOF"A 92591-4679 TR 31053-3 �� /j 81 ` �: SEE SHEET 8 FOR CONSULTING 909.676.6042 • FAX 909.676.7240 • www.R9F.com �\ / ` �4 HORIZONTAL CONTROL DATA ca PE 1103.9 � z TWO WORKING DAYS BEFORE YOU DIG �\ \,�, - LD04-035G R 0Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCFNARK SCALE Q�� SSr�N DESIGNED BY DRAWN BY CFECKED BY o Drawing No. MJB RS/MJB JDT RECOMMENDED BY: 0d4d DATE. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS < Contractor HORIZONTALtea, Plans Prepared Under The Supervision Of co „ - CID& " ACCEPTED BY: DATE: /IS1.=04 T PRECISE GRADING PLAN o Date: �� �"T DEPUTY DIRECTOR OF PUBLIC WORKS LO r�.�4» TRACT 30669-2 Inspector SEE SHEET 1 I Exp. a%o/a � RONALD J. PARKS a _ _ VERTICAL &P CI r 1` ��� MICHAEL J. BOECK ri ALBANY COURT - LOTS 39 TO 46 Q Date Comp I etedlF 0 `1ER.C.E. No. 66417 Expires res 6-30-04 R.C.E. No. 19744 Expires res 9-30--05 ,f - DANBURY COURT LOTS 47 TO 53 a N/A FCA19'� SHEET40F of g BELLEVUE DRIVE - LOTS 64 TO 88 TR 30669-2 SEE SHEET 4 4.50 TC 66 47 PE = 1106.8 48 4= 4,9 PE 1104.9 PE 1105. I 51 50 PE = 1104.9 PE 1104.1 PE - 1104.1 52 PE - 1103.3 �' •fid, ��� C 5 = 12 N49'50'42"W PE 1105.9>r 'sem CS; 03.54 TCO IE 0.88 Op' as 03.08 AV AR co 53 �y R� ft--5m02.54 rc 5 �-- = 3 1103.3 �ti�o� 0� 02.08 I E w Ate_-�--� 4�s v "' •5 6 G R� ,6. LF _ `\ N8V 40 2.ox 2.78 .11 FS c STREET Q ,ry \ W 27.51 LIGHT 5 02.29 TC F 14.0 LF 01.83 I \ -22 ,� __------ .93 3.24 F O 2.0� 4 - _ 0 S 13.0 LF n Lp 0 F 5 6 03.86 TG TC \ \ \ 4 0 1.3% 03. • S - 98 b FS 4 STEPS \ 3.36 IE RETA I I WALL 6,4 \ _ - 1.18 2.� TG 3 .40 IE 6 5 STE o � 03.60 \ SEPARA PERMIT I 5' 5' PE = 1105.9 SEE SHEET 4 04. \ STREE - P 3 2.00 IE r 5.48 �• FS o FG 3 5� LIGHT S/w MOC L � � r FS � .fi �G LIGHT 1 1/2* IGATION 3 .4 03154 TC 01.45 l • 5 5" STEP OS °"�•78 GF=1,05.5 5 0 .08 I 00.9 IE ` 05.58 FS F 2 -{, 4" STEP o to�' ' ! S 05 2 G �. .2 05.67 F EH300 F ¢` , k °3•g -\ FG o on son%. / 03 70 13 0 LF " 1.50 \ . n ' 15.0 LF `L�" 6 FG .•••• EH �� o .00 4-- 2.wz TC 4 \ ••• _ 0s. 2A 57 � 03 62 p T • p�.8 \ O 2.07G 02.38 \ ps FG 2 - at ,fig 3 03.�+F �0 7. 42 \ - F / S FS"�8 �1 FS 03 C .34 I E S 1 p °z MrN ps PE 1107.6 \ 3G FF „os. z z `F \ N F 1• F .3 +►• cr PE = 1105.2 , ',' 6 05,7O .3 G \ \o \ ° 3 •• Z 05.0 5 / 03. EVC l 03 s 04.5 . 3" STEP 108 0 _gyp OS'o 4 30 03.57 F 3 7 � 1 FL FG �P G j FS S 04.45 FS o \ FF = 1105.2 OS 00 R O FS 1p. \ ` 01.90 - •o � a 0.; _ 1 A• Q ' \ ` 1 5.5 FG• 5 " /� �ti � -2 h 1 fi aA 5 STEPS _Gd - •� r? \ 05 OS /, 11 � 93 \ 4 • 1 F 2 5 I X LOCATION °3.43 O p 1 9 F G r•� l E _ 10 F6 o. 'L, G ��. FS 1 s-0 03.4 y.\ z o PER LANDSCAPE , �x n p4 X105 2 / \ \-4 a u� 04.30 FS-GB �� •1 (,� A ARCHITECT'S PLANS 2. 4 G 8 QS,p ps \ cn ' p 03.9 \ QS, 2 - S" -0 OS 2• l \ \ a� o FS F 3,g FG °A � 9\ 5 ,� �, +� FG 2 FG ry~-' 04.5 S S, `/ '� 1 OG yip 2 G \(10L _ 11 9 0 . o .-� ro' C, / �w FS 0 G 40 14" STEP �Z _ F 11°�' -\ Z�o� �/ p 15 N ._ 41 \ 4 04.36 FS p� ' Q3,g `� - . ,o FS. 2 r 1 Z05 24] � � �v PE = 1106.6 rs9 F •9 F •74 ® G 1\ - _ - - - - 2.85 / ; 1 ox MrN �`G \ 03.9 3,g Z! f - TC / •8� L -03 3 p► Cj o��P �, �I r ` _bo 4 3 p2 .5 ps 2 o FG 2 ► 2.0% 1.06 �•'� A� � A.2 � � � � 03 � � STEP � S 6 - TC \\ 4• _ 11 p3 g -11° 03 Z rclo �--qq 6 p3 5 02 54 TC •52 S / \ a� FF - 1 FG �Z � p3. ,� •82 02.38 0 .OSI .98 5" S ps 73 03 �- . N 10 5 FG 8 s FS sp• F os 3B FG.2 TR 30669 �� .g •� ��'1 0 °'k� kC S SiB F / Z FG �Cfi1� ° 1 2f ��° / BSC P .5 OS. S \\ 6 03 9 °3 9 Q3 • 1 3�� 02.17 1.59 \ G G f� � � FS � "�� o PE � �,� p 2 p � N® cp.. - -� y p4 7� Fs 03 TG 1 p >>O5 -z I \ _... � �L • 3 a S 21F 6� l 3 �03, F �� p4 7 1p 5 5� ^k 3 0 0 I = 2 OS 2 0, / I ,fes > > �% 7 F `� � F'G 5 o p3 S �. / 40 \ - T 10 o s Fs 9 02 '� •0z MrN PE = 1105.7 03.3 / L� 0 FUTURE \\ ' 6 �. °�• r FS• ' �1° o I / TR 31053 \ � ,�• �, FG 3�� � �* F � 82 ,�f� � 52 .5 tiN 1ti o3 gJ S op °'- - 2 \\ 3 M M _91 6 •�61 r TS 1• 1f s� I 01 63 1 F \� 04 0431 FS ° za T OPEN SPACE FG•3 FG • �s o- s Fs s. w �o STREET 00 .c� 4 ) 1 LIGHT 5 3 04 ' S 3 'Q+ -o�-�` 3 , 02 G 01.14 5 ZC 00.68 IE 5 \ y, j ��� 0 \ ` ® 0 . 6 O 1.6% 0- emn 17 14.0 LF 4 .pi4 2 F04•3 T .90 E 3 , I S TRACT \ G S BOLR'4DARY \ �' �p p .3 00.06 S 770 o43TC 5 \ 02.8 p2 4 ,��� ryM\ 99. IE ro \ �"� 0 FG FSS wry• 00.11 / 5 S S 20 0 20 40 60 \ �� 'q 1 . o2.4 4 Q ,moFs 6 O 2.0% � Q) E O 4 � � o GRAPHIC SCALE ` 8 p2 F� 8 S-� ''°3 Fs F°s°•64 01.40 TG RFs tO \\ TS �p ' �``� I 00.04 I E 3 of 7 Es s s S G \ ''o 'r 1r • 18 •s • tea" �/ ® ° G' FSOo 02 8 •r 99 1 02.8G ti • �° 40jr 1 Y Li TC- � M 6 '7 t wi. N / ENHANCED REAR ENHANCED SIDE BACKWATER 0 \ LOT NO. ELEVATION ELEVATION VALVECL / 3 54 YES RIGHT NOT REQUIRED CONSTRUCTION NOTES 00 55 N/A N/A NOT REQUIRED oz / 3 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT g8.5 / Q` 56 YES N/A NOT REQUIRED O \ TC // v 57 YES LEFT NOT REQUIRED �4 INSTALL 3" PVC SCHEDULE 40 0 / 0 58 YES N/A NOT REQUIRED TR 30669-1 �5 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 rr-- 59 YES N/A NOT REQUIRED CONSTRUCT CONCRETE SIDEWALK (2% MAX. CROSS-SLOPE) PER MODIFIED Q 60 YES N/A NOT REQUIRED C.O.T. STD. 401. cO 98.22 �Q 61 YES LEFT NOT REQU I RED o PO TC \ / 62 YES RIGHT NOT REQUIRED w UNDERGROUND SERVICE 9�°� _4 s3 N/A N/A NOT REQUIRED W O ALERT PLANNING ■ DESIGN ■ CONI3TRUCTION r' 5" SLAB PER FOUNDATION PLANS NOTE; SEE SHEET 9 FORIke J116. a HORIZONTAL CONTROL DATA z CALL TOIL FREE 27555 YNEZ ROAD,SUrM 400 1 -aoo-4zz-4 33 ,�,,CALFORNA 92591-4679 Q C C3N S U LT I N G 909.676.8042 • FAX 909.676.7240 ■ www.RBF.com \/ LD04-035G R TWO WORKING DAYS BEFORE YOU DIG / CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARKDESIGNED BY DRAWN BY CHECKED BY Drawing No . o SCALE Q��FESS1��'! MJB RS MJB JDT RECOMMENDED BY: DATE: CITY OF TDEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL h _ Plans Prepared Under The Supervision Of /s o ,� w- ACCEPTED BY: DATE. ( PRECISE GRADING PLA N5 SEE SHEET 1 1 = 20 No.06417 Date: (p l a c)¢ DEPUTY DIRECTOR OF PUBLIC WORKS Inspector Exp. a/3%4 x} RONALD J. PARKS TRACT 30889-2 Q VERTICAL L C�V jt N� MICHAEL J. BOECK _- DANBURY COURT - LOTS 54 TO 57 0 Expires -30-04 -30-05Date Completed R.C.E. No. 66417 6 R.C.E. No. 19744 Expires 9BELLEVUE DRIVE LOTS 58 TO 63 SHEET5OF 9 N/A TR 29639-2 LOT 7 TR 30669 70 34 35 36 BALBOA DRIVE 37 38 39 40 41 42 43 44 45 46 47 \ [ 48 W g 100 j _ 21PASADENA PASADENA DRIVE 68 D IV g 2s r N t0 _ 22 3 24 Ito IN, CNI N30'53'30"W in cv N � 40 LnN30053' 0"W cDM ni W CID 'C4 If r� ft Q 8 11 o u n u u \ .- .� _ �z a a' _ co ►- N ' m � \ + f5 r!0 311C 9 A / N C-34U N GO M N CWOU p N Com.. N (y CMW U 9 N f3j N f3� is (CV C-3i � 6 ,z 1� / " �-\r� L] 0° 4.43' w EVC 44.58 40.86 _ 45.15' r 40. - 41 .14' 44. 14' ;� - 44.1 .-- 40=13'_-- 44.15 33.26 CD CID 1 v Cn v 1 N o N N w OD �`,0 \ .17 4 .- 1 .1 5.5 1i1 it7 , 4 rn 4 4h- .17 - w 5 3 A N CD R 3B 5 1C A R 3 1 PUE >" Ix N B 2C 16 R 3' 1A► Q 3 4 R 0.6 2a � R � R R � R a I ' P"E 4' QDo 4' ` 4' 1S, 18 I 400 ' C 0 rn C 9. 0 � 9. 4' C VC r ` - BVC 50 7.52 4 4 4 9. t � �� ' 4' CnLn4 ►� 44.73 (A +--- IF w AC cr 5 w ao 4 ZB �- 5 -I Cn p Cn N o AC 1 ao cn ` * w +1 0 C w w w o 1 S 1 ii _ U► �p � C V N 0 rn rn 8.01' PO N - r� ;� °� 0 N 1 .14' �'. c,'. 57.00 EVC 50� o- a' N 0° N . 09 1 .-• - 28.10' 49.17' ai 50.18' IF 3. 7 39 44+18. 2 34.49' 49.80 35.12' 35.12' 49.17' 4 .03 16.4 °6' A � 54.25 +1 35.13' 2,92' 46.40 5.23' 35.24' 49.33' 49.33 ' �-N -.w ._ __ _ - ao __ - _ ao +� 2.75 _ - � CST 1 p 18 5G 16. 1 't-- � T32.47 - - 0 1 � Q) M +1 W N v 15 C CV N w isCA C14 M N cD 1 1 N CV N N _r On p 3 16.7'* � � � �D �441 w 5 3C 4 © 3A 4 � 4' 4, w - ��" _ 51 4 *.11. L^J 4 3v 4' 1 PE = 1113.3 R R ' - I ` T 00 4 4, N 36 '15 C P g.00 4 1 C A 4119. 9.00 00 4' R00 AC j 4 N 1 C 4' A \ VC \ CW 2 0 _ e 10 Q 1 N R 93 R 9. B 00 ` 4' � C 1 A w N ��$- 4 �, a- cn o \51 L 1 17' Off° 4' 4' 4' $ .5 1 .17' `o cNn - .5 1 •17' o 1 LTI von00 V- DD OD w N N Ln 40-p8 � 13.88 30.70' 8.6A �`�r 37.65' 1 �� _ w.1 � •35 o 6 \ W 28.47' 3,78 cly LA d n N ~ \ 4.0 ►n `n + �' ao �' n u 79 •�°��- �� � `� R-Soo.oo' _ ,2 N --�\ ___. 3 N 50 3 ; 1A 00' PE = 1111.9 TIN GALLA 00 N37•39'37"V1 73 0 PE = 1110.3 E \ [.._.l 29 PE = 1110.7 0 N 2 fi *� ? \ 24 PE 1110.2 PE = 1110.2 27 PE 1110.6 Y PE 111o.s 1 3 PE = 11os.4 LU \ TR 30559-�2 \ PE 1109.4 o s�q SEE SHEET 7 r2 0 PE = 1108.6 0 � � n CL 00 z 1 r�+-SPE = 11 o8.6 IL 20 0 20 40 60 N to GRAPHIC SCALE PO i IAj UNDERGROUND SERVICE O PLANNING ■ DESIGN ■ CONSTRUCTION ALERT W IL T 2 FOR 0 CALL IML FREE 27555 YNEZ ROAD,BUTTE 400 ��. PREC II SEEGRAD I NG DATA z 1-800-422-4133 ' ' ' �A,CAUFORMA 92591-4679 CONSULTING 909.676.9D42 ■ FAX 909.676.7240 ■ www.RBF.com Two WORKING DAYS BEFORE YOU DIG L D04-035G R Q J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q���ESS10N DESIGNED BY DRAWN BY CHECKED BY Drawing No. o O '�� MJB RS/MJB JDT RECOMMENDED BY: DATE: 14 CITY OF T DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL ,-���t. J. �p �� Plans Prepared Under The Supervision Of P M 9 r - ACCEPTED BY: DATE: uls- � �U HORIZONTAL CONTROL PLAN o Date: fI DEPUTY DIRECTOR OF PUBLIC WORKS Inspector 1 � 20 ND"°6'�17 '� TRACT 30669-2 6 Exp. eg o%4 MICHAEL J. BOECK RONALD J. PARKS _.___ - a VERTICAL sf' c����. ��� PASADENA DRIVE LOTS 1 TO 10 �- Date Completed tF �o� R.C.E. No. 66417 Expires res 6--30--04 R.C.E. No. 19744 Expires res 9-30-05 �a; -ices.= GALLATIN COURT - LOTS 11 TO 20 a OF C�`1PP �•� SHEET 6 OF 9 � N/ABELLEVUE DRIVE - LOTS 74 TO 77 �- - TR 30669-2 59.0 LF RETAINING WALL SEE SHEET 8 TR 30669-2 �~~ PER SEPARATE PERM I T 74 GAL ATI COURT 72 _ -3 0 _ I PE 1112.0 1� � �,'� �N► -to I N 3300' 11 R=500.00' Ill 31en na n +' �' \ _ �9 00 1 50 TR 30669-2 „ It 11 V43-7 39w o y - �- M 4. 3 '37 -� -- �.PE = 1111.9 -c c� If � cam, - o 2r - O $ 3 •. 3, 0 . 1 - 3W1 � 15.3 � 3 ' p•� i T 22 40.h2 - 34.89 .31 �n cA o, 10 ao �z 1 S.09 -- 40.41 N \ 7.$ 'P- TR 30669- 1 .44 - No N n ►� cr r`' CL. 00 \ \ \ $, Uj 1 _ o � 1 a A � N N \ $ 18 It, ao _ W8 1 - \ 4 ,,� 4 1 '1 4' , 1 p w A2 67 11 3 $- 49 4 !• 1 2x41 A w'16 PE = 1111.2 CA 1 N 3G Eve c��l 2 67 NA 3� w 1 A 3, 43.86 � ' �. 3 0' S•7 J 79C w 5 G ' 5' 9 00 0 � 4, 4' �+ 4 QD ` 79.00 `r' rn 4' N 51.85' ` �� 5' 3 A 5' w �- r 5 slw `� \ p 4' N R t° LA � � UD- 11 .54 � �1 � 48 op3 v, L 1 Q► \ PE 1110.7 16 G 5 N v •FF 49 N - •� 23,0 �{ - - - _ 1 9. j, rn �+ 48 85' 96, to - �--_ �, 12.16 �, j v, to 3fi.18' 33 -- Q rr \ a, 4 4' cn r 49.24' 32. 16.30' r �'- \ (A ►+ 06' 17.48' 3 or N o \ � 49 1 3 � � r � 1a o 1e 36-Q4' 51 .11 _ _ -� -- - o 1 p► 3 �\ , ��, ", $ \ \\ _ _ 1A. It cr 49 00 16 86 i -- ��' to 20.02 r �r41. 4 ` \� till 1 , 4 77, � � � 5.� 4 4 3�+ 4 •7g � gVp � ��� � o - _ aro 9 37.0547 \ 615,()4' _ - w o W'� o -- ~' N \ 3\� N 1 \ PE = 1110.2 Mir 7 . 0 4.96' 4' 4 1 4 \ \\ p► - 70 �-- - \ ap � 'o ry o 5.16 � � � � 7 61 � , •N ry' � 'o .rr \ r �G 1ACP 4' 4 1 ' +g' , .5 jp* \ 30 UD w 4 11.17 0 �G rn OD rn o 7 67 11 .94 CP1K All- 40 r - W N o �N - y - L4 3 Z _ , r`7 0 14.28 j � -�� a'---1� \ o 22.02 N -" _ - -•� N 12.30 27.98 67� 26.13' d o + I rn w �,, \ 3' ►RT 5 ,�� 12 p fib OU ANY C -�--_ hp'r w� PE - 1107.8 Lj FUTURE \ 1 t CP 0 C4 PE = 1107.3 Q \ �vE TR 31053 3 0�' ,: � M 4 owr w it � 45 �,rG ' o 2• cW o 44„w n PE = 1107.3 X °"'Y w- -- w�5' 44 28 �\ N 49 8 PE - 1107.0 Ec 43 \ 24.24 -�� 12.0 0 _ PE g 1107.0 42 41 PE = 1106.5 1 \ PE = 1106.5 SEE SHEET 8 \ 11,11 111111;J11111 E 0 0 C5 0 PE = 1105.6 TR 306592 / � \ N Y \ \ U w 39 80 PE = 1105.6 \ N O LF \ \\ N 00 n z 0 F_ 0 0 o- CL 20 0 20 40 60 N i (10 GRAPHIC SCALE w UNDERGROUND SERVICE U W o ALERT NQM: SEE SFEET 3 FOR PRECISE GRADING DATA i c� CALL TOLL FREE 27555 YWZ ROAD,SUM 400 1-800-422-4133 ' ' ' A.CAUFORMA 92591-4679 Q C O N S U LT I N Q 909.576.5042 • FAX 909.676.7240 ■ www.RBF.com TWO WORKING DAYS BEFORE YOU DIG LD04-035G R Q CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK 15 S 1 DES I GRED BY DRAWN BY CI-ECKED BY - Drawing No. o SCAB �� °�'�� MJB RS MJB JDT RECOMMENDED BY: DATE: �✓� CITY OF T DEPARTMENT OF PUBLIC WORKS O n Contractor HORIZONTAL y� �p�tea, PI ans Prepared Under The Supervision Of cc ACCEPTED BY. DATE. Xs�.4�. o HORIZONTAL CONTROL PLAN p 1 - 20 w No. DEPUTY DIRECTOR OF PUBLIC WORKS o Inspector d _ &Met ,� Date: �� o _ TRACT 30669-2 E"p' 6/30%4 '� MICHAEL J. BOECK RONALD J. PARKS VERTICAL sf c1���. �! GALLATIN COURT - LOTS 21 TO 29 o Date Comp I eted 'lf 1 R.C.E. No. 66417 Expires 6-30--04 R.C.E. No. 19744 Expires 9-30-05 °fafee9==p ALBANY COURT - LOTS 30 TO 38 � NSA °F c"v BELLEVUE DRIVE - LOTS 89 TO 73 SHEET 7 OF 9 71 r o• SEE SHEET 7 l = 70 30 20 0 20 40 60 TR 30669---2L............... !%,= - 31 GRAPHIC SCALE 32 - �-� 2 w 33 34 -� = f 13 �- - to 69 36 35 _ N �L 46 37 TR 30669 12 Q A- AE OD V ` R7-- 11 o' o a CP 38 �� 3 4 10 4' "cr d' 4pk4 N� � _ r ►17 �_ N QW`l , O 45. '44 •� 40�' �►! 1 1� +' pp' 45 N \ \\ 79• -- � 55.01 r, 5.5 ,� � ' = as N 5 N 2G `r _ 4 6'7' \\ CO- CD 0 p fig' 44. l v, v 1 \ cT 49 � rn ,�' 1 � 'AN �4' 4' 3�► 4' 01 � �- 3' 44 Ou C � 5 5.5 LAw awe , _ � � a N 3G �' �' _ � •� 43.42' •cO � 1$ 1 \ 38.77 0 d' 6 ' p2 �, 80 $• � 3 14 �c too ` 3,5.()4' 5'p TR 31053 \ 43.41, — ��' �. 4 CDs 65 14 4• o No 35.05 5.6g ti, � -�►► � c�- 1 R , 4 49•p,' S•�3 — — � , �_ \ cam\ ,-• Q, .9 8 26 — '� �, (.v P� 36'35 8't tD NW 3 •g5, Lr 01I Xw\ h - 11 CD 18 4 , V �, s_ �w 15.92 N<5Ar* 'o ao o �13 `r �' N49 _32 6 A,3.4? 3 42' w 42 CP RP CP t 0D. w� \ 3' 3 °dao - \ � 11-1 .a � �.���► - \ cWo ' , r \ � g• C 5 � J 16.fig �7g.24 41 \ 3G CD '� �$' -- N E Q CP 04 \ O� / 1 ` N - � 4 0 N- �• ` s3 Di 6�2 57 �1 N 78 4 ?) ?T -�o v o• SEE SHEET 96 0 aD �o96 0 ' eq N' r 45,72, ---- Y III :'y11 n m W- S y~� z \ N 47.27' FRpM �� \ \ DWY, W=12' C / o \ I o \ \ \ 1' i 55 N 81 UNDERGROUND SERVICE ALERT PLANNING ■ DESIGN ■ CONSTRUCTION \ 7 0 ~\ / \ • I TE: SEE SHEET 4 FOR I � TR 30669-2 PRECISE GRADING DATA z CALL IML � 27555 YNEZ ROAD.SWE 400 �/ z 1-800-422-4133 �A,CALF-OR NA 9259.467'9 TR 31053-3 \\ / \ CONSULT 1 N C3 909.676.!!042 FAX 909.676.7240 www.RBF.can \ / / \ 54 Two WOI NG DAYS BEFORE YOU D I G \ \ \ ` L D04-03 5G R Q RK DESIGNED BY DRAWN BY CI-ECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE 01 '.SSIOOFDrawing No. o "'�l MJB RS MJB JDT RECOMMENDED BY: DATE: /4la¢ CITY DEPARTMENT OF PUBLIC WORKS J.Contractor HORIZONTAL y �p� Q, Plans Prepared Under The Supervision Of1` ao _ ACCEPTED BY: DATE: 1� a HORIZONTAL CONTROL PLAN8 Inspector Date: p 1 = 20 w No.W41-7 (� �� 0 DEPUTY DIRECTOR OF PUBLIC WORKS �c RONALD J. PARKS --- � TRACT 30sG9-2 Exp' 6�30�04 MICHAEL J. BOECK _ VERTICAL sf CIVI �, ALBANY COURT LOTS 39 TO 46 Q Date Completed 'lF l � R.C.E. No. 66417 Expires 6-30-04 R.C.E. No. 19744 Expires 9--30-051x; :9e9__ DANBURY COURT - LOTS 47 TO 53 NSA or c"� '� BELLEVUE DRIVE - LOTS 64 TO 68 SHEET $ of g • TR 30669-2 SEE SHEET 8 66 48 47 �J 49 51 50 El 52 N m - 65 12 N49 50-42-W 11 -•c w - � co 53 / uR� vRy (A °D / ANB \\ 27.51CA - - � 9. 2 1 12. I \ \ _ 63 co (J1 � OD 64 SEE SHEET 8 17.41'\ 5 ,0 6' 4 5 S/W \ 0 s 5' __ 79-24' 42 \ \ 3 � 4. Evc �Q•44' 21 0, 81 W 78 1.37' � �' ON r 10 \ " / / 0 10.96 '8.02. / o \ °' 41 w 34.20' 2s°9' � l \ X, 59 o + 44• �,' j .4' 4, 11.7 /� �7 -$ — A3 so, PC 3• / TR 30659-1 \ ted►, •ate N 0.45, ` 2'f \ ® 35. 0w 61 `�' Y, w_12. EC hyo O� �h ^• 2.0 co 40 \ � 1�, 14.86- FUTURE � 6 Z 22.61 FROM / TR 31053 DWY, W=12. ' 52 ,f, •o c, A2• �rn 0 S\ OPEN P ACE F 4 /s �o \ "ir \ 5• ry"�� , .� ) TRACT / C�. '` p BOUNDARY CO / � .,�•,� �� ,moo V, F,A / rte^• % , y 4P �/� CC) �/ 20 0 20 40 60 4. SIEMENS q / wry. ^ E v GRAPHIC SCALE \ / 1�� o 04 9S• ,yY �/ c_a U LAJ 9611 0 31 \ 79 v; o N U CL03 / z 9.98 o o / O Qf �� TR 306691 N o 0 LiUNDERGROUND SERVICE PLANNING E `� p PNG ■ DESIGN ■ CONSTRUCTION ALERT SIE PREC II SSEE SEEEGRAD I NG DATA etc ca GALL TOLL FREE 27555 YNEZ ROAD,SURE 400 � � o 1-800-422-4133 TBE-CMA CALFORMA 92591-4679 \ CONSULTING 90®.676.5042 - FAX 909.676.7240 www.REBF.c= TWOWORKING DAYS BEFORE YOU DIG / L D04-035G R Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE �OIESSIp DESIGNED BY DRAWN BY CHECKED BY ./ Drawing No. a Q � JDT RECOMMENDED BY: —DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS J. � MJB RS/MJB � Contractor HORIZONTAL ,`�+ �p a, Plans Prepared Under The Supervision Of co 29 - ACCEPTED BY: DATE: '6 l� �� o '' HORIZONTAL CONTROL PLAN o 1" = 20' ' No,66417 ate. a. DEPUTY D I RECTOR OF PUBLIC WORKS w' Inspector _ TRACT 30669-2 Exp. 6/30/� MICHAEL J. BOECK RONALD J. PARKS VERTICAL sr CIVI I ,��! a - - DANBURY COURT - LOTS 54 TO 57 Q Date Completed eted �l 4� R.C.E. 66417 6-30-04R.C.E. " P f N/A OF ��1� No. Expires No. 19744 Expires 9-30-05 BELLEVUE DRIVE - LOTS 58 TO 63 SHEET 9 OF 9