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HomeMy WebLinkAboutTract Map 30667-2 Lot 1-2, 30-35, 37 Precise Grading 3066 / 215 GRADING NOTES Tract No . 4;°�, 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, Gr ding a recise AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES � GENERAL PERMIT FOR CONSTRUCTION ACTIVIES. �. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. OTS 1 AND 30 TO 35 AND 37 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A 7 �P MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL is SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4 PER FOOT FOR 3 A MINIMUM OF 3 FEET. AND LOT 59 OF TRACT 30667 ...... 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 .4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR r� iliforni a a STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED L E G E N D 7 SLOPES OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. TOP OF CURB 0000.00 30667- 1 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL TC ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY FLOW LINE THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL \ COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. HIGH POINT HP 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH FINISHED GRADE F G GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO � ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED SURFACE FS \\\ \ GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. TG \� \\ VICINITY MAP 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN TOP OF GRATE \\\� \� \` \ \� NOT TO SCALE ONE FOOT. .. .�.,\� � TOP OF FOOT I NG TF \�,`..\ �\ X 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE �: �\ lip ASSOCIATES I ATES DATED 10/23/03. \\�\~�~'�\ \\ \32 `\ \�\ \`\��``��\\. PRELIMINARY SOILS INVESTIGATION BY LE I GHTON AND STOP OF WALL TW \\\.�� � `,�\ \ �•��\ \ � ,,•.,,.•�� �, \;,\ti� : • \. � TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE \; \ WHICH SHALL INCLUDE FOUNDATION DESIGN ` \\ \\ ~ PUBLIC WORKS DEPARTMENT \\\ \\ , \ \ THAT GRADING HAS BEEN DONE I N INVERT ELEVATION IE \ .\ , \ \\\��\ RECOMMENDATIONS AND CERTIFICATION \ . ,, \ \ � • \ \� \ ♦ \ \. CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. `\ \\\ ����: , �� \ \ \ `�\�� \\\' CA GARAGE FLOOR GF 0000.0 \ \� �� �\ \\` \' \` \ HIGH POINT 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 \33 \ � � \\ \\ \\� , 1', \3 0 `\� ,�� t;� \ . \\ PAD ELEV. -0. MIN. HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. PAD ELEVATION PE 0000.0 �'' ` `' " ' A THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE \ PHONE: 909 694-641 1 . \ \ \ \\,X FOR EACH LOT. PUBLIC WORKS DEPARTMENT ( ) FINISHED FLOOR FF 0000.0 � \ �`\ � � , \ \� \\\\ \ �•\\�`• `\�`\� 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION \ \\�\ \\ �� \. WATER SERV ICE W I \ \\ \.\ ti,\�\ \\\ �\�,� \ AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY \ \, . ,��\\ ,\ , �,\ DURING THE GRADING PHASE. ` ` �\�� \�, 6" MIN. RV S �`��`\`\\�� \\\� �\ `�\ MUDS I LL �o t�. 100 TV. SEWER SE I CE 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, V� \ \\\\.\\ \\ IN GARAGE AREAS I (oo�r \ , \\\� " I VARIES B AR S*** B (DCM C RI SC I WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF DRIVEWAY \\\ 3 4 ,� ` SILL IS 6 MIN IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. \ \�� \� \ GARAGE FLOOR = T * VARIES O \\ ,�\ DAVENPORT LA ABOVE GARAGE I *** lg1ED) oo>m) I SLOPES OVER 4 A IN VERTICL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS \\\\\• � \�, x , \ ti, ,\ FLOOR SLAB WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. SLOPE _ \\���\ �\`�\ I PAD PAD I 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS \;��` G A RAGE DETAIL z FF FF BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF LOT NUMBER 1 1 \`�\\;\ \\ �� ,�. STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACE, THE TERRAIN \ \` ``\� `�\' ��\ ' MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. UNIT TYPE ELEVATION 1 A 3066 __.. / \ \ �\ A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL R :3 z APPROVE PLACEMENT OF FILL. \ \• \ \\ \. \\�\\ \ z PROVIDED DED UNTIL PERMANENT DRAINAGE NAGE STRUCTURES - �'�� \ O W \. . \' `,\: 0 1 a. 10z lot 00 z 13. TEMPORARY DRAINAGE SHALL BE ENHANCED ELEVATION TYPE EH \\ \ d. \;•. 1,\\,, \\ \ �\. °xX ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING Z \\\ AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING Z \�~ \\�`\� " `, \ ,, �� ,,,,,�� �• 12 MIN. ABOVE PAD ELEV. GRADING OPERATIONS. AMOUNT OF EXTRA DEPTH Q \�' \ ' ��`�� \' \\ R W FOOTING REQUIRED ROUND OFF TOP 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. 15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS EXTRA DEPTH FOOTING 1 Z 71 ST. AUGUSTINE P/L 5' TYPICAL SIDE YARD DRAINAGE ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED PLACE DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. N VERTICAL HEIGHT. I DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE SLOPES OVER 30 I 30667-3CORNER MEASURED ALONG THE PROPERTY LINE. 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION X VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO 30 6 6 7-3 THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT \ SECTION A-A 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES GROUND SHALL BE GIVEN. TYP FOR REAR YARD SLOPES GREATER IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS APPROVED PLOTTING CURRENT ARCH. ELEV. E THAN 5' IN VERTICAL HEIGHT MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES 1A 1B THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. 1B 1E 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 1C 1A SCALE: 1 " = 50' R 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 2A 2B 6" MIN. VARIES *** VARIES *** fi" MIN. VARIES *** P/L LOTS INCLUDED , COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 2B 2E 3 MIN. 1 1 3 MIN. 3 MIN. 1 MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. " E 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 2C 2C �..-~ fi MIN. a PUBLIC RIGHT-OF-WAY. FG FG FG 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT 3A 3B EXTRA DEPTH AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS00 DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL 3B 3E FOOTING BE PROPMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 12" MIN. 12" MIN. =PAD ELEV-FG � 3C 3D 2: 1 MAX. `D WHERE NECESSARY } 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 55 S5' 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 12" MIN. 6" MIN. o ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OFn 17-1 STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE 21% MAX. MIN. 21% MAX. 2% MIN. CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE SECTION B-B 21% MAX. SECTION C-C 3 CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. CONSTRUCTION NOTES & QUANTITY ESTIMATE n o TEM o �o SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES SEE TYPICAL SIDE YARD DRAINAGE NO. I QUANTITY UNIT DETAIL NOTES CL �1 LOT GRADING (8 LOTS x 50 C.Y. 400 CY CD �2 INSTALL 3" P.V.C. SCHED. 40 107 LF w �3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 8 EA 4� INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENTN 12 EA n co �5 INSTALL 4" P.V.C. SCHED. 40 203 LF TYPICAL FOOTPRINT Cnw SCALE: 1" = 40' w UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER I DEVELOPER BASIS OF BEARING NOTE PLANNING ■ DESIGN ■ CONSTRUCTION LD04-014GR Z ALERT ANALYTICAL PHOTOGRAMMETR I C SURVEYS, INC. US HOMEBUILDING AND SAFETY o 647 N. MAIN STREET, SUITE 1A 391 N. MAIN ST. , SUITE 200 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST CALL Tal. FREE 27W6 YNEZ ROAD,SURE 400 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN 1-800-422-4133 �A,CAUFORNA 92591-4879 RIVERSIDE, CA. 92501 CORONA, CA 92880 ON A MAP OF TRACT NO. 29286, MB 298/86-89, CONSULTING 909.676.8042 ■ FAX 909.676.7240 • WWW-RBF.Com (909) 686-5103 DATE OF PHOTOGRAPHY 10/23/03 (909) 817-3500 BY: APPROVED o TWO WORKING DAYS BEFORE YOU DIG NAME DATE a i CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE o11ESSI$ DESIGNED BY DRAWN BY CHECKED BY Drawing No. o Q �'�! CHAUBERT J. TANNER RECOMMENDED BY: DATE: ../ CITY OF TDEPARTMENT OF PUBLIC WORKS 0 3 1/2" DIAMETER ALUM I NUM DISK, FLUSH IN ��0 O• T�Nj, M. DOTY R. S CONCRETE CURB STAMPED "RIVERSIDE " HORIZONTAL ,�`� Plans Prepared Under The Supervision Of o rn ContractorCOUNTY BENCH MARK T-46-81 RESET 1997 .� � - ACCEPTED BY: DATE. G Z3 0� T PRECISE GRADING PLAN o rn EASTERLY of THE CENTERLINE OF79DAT AS NOTED � �•�132AD �� Date: /+ TRACT 3O�6T�2, PHASE 3 �' THE SOUTHEASTERLY CORNER OF d (_/ �$ DEPUTY DIRECTOR OF PUBLIC WORKS Inspector p / RONALD J. PARKS o - Q OVER SANTA GERTRUDES CREEK; 4.5 JOHN D. TANNER III = - DAVENPORT LANE NORTHERLY of THE SOUTHERLY SIDE OF THE VERTICAL sf'l C I V It �,��� _ f LOTS 1. Z AND 30 TO 35 AND 37 0 Date Completed e t e d CONCRETE SIDEWALK. F 0 60132 Ex i res 6-30-06 R.C.E. No. 19744 Ex i res 9-30 05 �r :::� No P of Ch R.C.E. No. p p f •�' TRACT 30667-3 LOT 5R SHEET 1 OF 2 11- ELEVATION = 1097.163' N/A CB. 11 13 12 E� PE = 1104.4 PE = 1105.3 TR 30667-1 PE = 1 104.9 55-87' ENHANCED REAR ENHANCED SIDE BACKWATER / 78.74 70-23' TRACT BOUNDARYLOT N0. ELEVATION ELEVATION VALVE 1 YES RIGHT SIDE NOT REQUIRED / 2$ 2 N/A N/A NOT REQUIRED / \ SLOPE VARIES 2 : 1 MAX PF. = 1101 .5 30 YES R / 1n RIGHT SIDE NOT REQUIRED / o 31 N/A N/A NOT REQUIRED 32 N/A N/A NOT REQU I RED / �! + --- 90.8 33 YES LEFT NOT REQUIRED _ FG� _ _ �� 90.6 FG 34 YES N/A NOT REQUIRED / 9Q•6 90.6 35 YES LEFT NOT RE I / $ RED ,�,'8 FL-W FG 5" SLAB PER FOUNDATION PLANS / � 3)/ c 1'0�MIN . . ti4' '6'� aK q o ryes. N 5Al / ( 90.8 r sb / 90.8 FG : 32.98 .Ofi fl 'if 70- 96-53 0. �p ��ty / FG o _ 96.53 e• / 10' EH 6 TC k 1A FW 23.06 R �� j 220 J / 90.8 I. _ - � k Sb 6 / Op FF = 1091.6 p F,� FG / 29 PE - 1090.8 � 1 / PES = 1098.8 �� z 'o9or•� F I / 6 89 9 qr o �O Qo j�• TR 306672 / 90.8 GF=1091.1 5' `S �j z�o °.9 ^ �7 FG 5 • Q ,� •B '�S /'2 •D .8 • �' / ? . 190.1 0 90.7 G k 'rG TS / �, FG 5 © FG 0, 1 'A 9 �� ,moo' ph / -10• p h 89.3 90.8 �►� "3' H / ^ - �` f FL-G8 FG �' 6'' ,3 94.7 / �v/ �'�\,/� Q ti - I S } - or 00 6,•TR 30668-1 36 7 / '1/ p� w N r RETAINING WALL PER Ai ��'` g), h -• ^ �'/ jN SEPARATE PERM I T '� � � O � �9\tO �r ae Bj�6 ��- ��'� _ � � � MAILBOX LOCATION PER / O S, 9 T / �O k _FG ' LANDSCAPE ARCHITECT'S PLANS �,/i j 'ry�o„�► r h4' �CrQ 89LO '�G �p •? h FG •1 99 ^� �1► / f .\9 3p T N 88.29 88.18 ' ry' 93. / �� / °-t\�O •9 h 4 .82 ZE FS FS �.� S ` 93. TW » T 48 hh' ��, \,4l ),, 0 8� - ..� G ` 98.0 TN 9 .0 T 1 V/ / C Jr / ? Nh h $'• VOL �` 26`. 8sh 6 / `� ® Q • '`� 9 92.0 TF '9 ok 3 h 94.0 TW / 93.37 " / t'y \ �; �9' S �.�.p9'` o FG •8 �. 91.3 TF t, TC / ay �o• r \ �' 52. S 2 / G Ory 92.E �- d'�C� �Q ?• 9�, �4 mac,¢� - �• / - 1 FS 0 / o• ��o �, F F5 w w w A3 ��9 A �,� �'• �-�'-r �o k -'°� x-.19 ` c, �9 x0°90 / ry�ti, 3• 70 � � ^ �` � - r9 � 1 V S � 89• 92 F �/ 8 9 S) `� � AV AR / • O O• ► 4��c., O ► ' '�COW �' g7 7 A E '�S 89 eM► O �► f / 9V / A, k0 ^ ti �► . p0 �a T 1 TC h• G F Q e rev / 1187.90 ^p / FG •r r �Q ph / co IV RIM ISO J RD Shy h '�ti� C-> 6��, '4•��' ~�,� ��' � �/�' � . �Qr ° s,� A J / k1 ) '11r ^, iii T� R7 `�0 �5`�• '� '�' h 87 "7�'� G � / S• Q` / �,�• �"� h � \ � N • ,� h k 00,• �a . C A/ R y cy, 8 j •62 T �,� G c,� �1• o,• �' 4� tri 9 h 1? G rye/ . _ a Oki p 'S �, 2. 85• OS, 05 IV 5 59 R/W E AS REQU I RED 00 8) FG ' / r 8 FL OF PIPE 1 2" INSTALL 0 8 63 Tc 3 3 87.34 TC \ .�`S • / / / " SIDEWALK REMOVABLE S1� h TC Ok •7, .� IE 88 IE / ABOVE GUTTER fi PLUG 6 T 8 p; h^ 8 A9 / FLOWL I NE �• �E -`• TC tF \ 9 G FG /.^/ 78 INVERT ELEV. A 4" PVC c - FH ,5 `lO 11 �/ 4 °` PT` F'� " � � f 8)� �A °, `1r/ 2B PER PLAN J 2% �1 C' 1.5" I I GA ON w s T Og 1 - TE \ v-�► g9 2 ,42� �' ? 'S" � jt� gyp• J / .• :t°` ,;r.,r. 88.84 CLPA / O �� 1� ` // r� _�.._`• r.'r'_ M "- '••• �. I0 / �/ 3 88. I E m ,O,cG, \ hex : ,� / i a .!•;=:t ' 4L L 4 88.95 TG ,moo �`s •2s \ 7.28 � \ �.e' O' 88.45 I E 4 '�' �. ro' / NV \ / � O / O O � / I ELEV PER PLAN Q .). �`s \ '� g, / / CURB t GUTTER--J » » » 0 4x4 x4 TEE \ 2 O ,� 8j ,oj` , / 3"x4" REDUCER E `'_ •'�� '`�" ^/ roe` . `r S, `� r? 30 MIN PVC SCHEDULE 40 °- 37 e� J e- s• 9.2 ^ \ c � � � Q y� y ��, ,wry• ,� ^� �' � ti �. 3 w ELEVATION TR 30667--3 \ \ O s� FL- CA•� s• s • c o ST. L T S r• '�' ,�� 0 11 O �h ,8 C, fin° 00 N 89.02 �� \� F \ C ' 1 1/2 MIN. COVER o � zt ,. 'Ai-4jr -N -; - V "o • •.4 t-- O 49 AV/AR '�G •O3 �O G •S �ti'� O S� Z / e Q \ jRC14 O SECTION Ld 20 0 20 40 60 FS' / $8.90 _ ( 7, %j z /ONE FS PE. _ 108 .0 �G S ti - 9 8888.0 IE 4 � 9 '9 PRIVATE DRAIN THROUGH CURB DETAIL GRAPHIC SCALE � fi TRACT BOUNDARY \ �' � • ,moo 0 / 88.32 FS 1 '�`-9 r� TC '`• ��' • ��,,, �G .9 FSE - 1(788.2 w 88.7 CONSTRUCTION NOTES Ln UNDERGROUND SERVICE 86 5 TG FH FL-FP 8F8$•90 TR 30667-3 S CE p� _ .50- ALERT ALERT PLANNIN13 ■ DESION ■ CONSTRUCTION 4 .75 IE J 1." 45.5 LFa 5 (BY OTHERS) ryh INSTALL 3" P.V.C.. . . SCHED. 40 L 4- 14 GR 3 .13 TC 0 U. 7 '2 ) - 3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET O O a .67 IE PE _: 1088.5 � BUILDING AND SAFETY Q ly- CALL TOLL FREE 27555 YNEZ ROAD,SURE 400 88.17 88.4 �4 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 1-'800-422-4133 ' ' ' T�CULA,CALFFOR�NA 92591-4679 _� 2 0 0.5XF FS FS 9 C O N S LI LT 1 N C3 909.676. 042 • FAX 909.676-7240 • www-RBF.com A')(- r8 8 G O5 INSTALL 4" P.V.C. SCHED. 40 0 88. 7 88.24 MAILBOX AND I RR I GAT I ON MAN I FOLD 10 APPROVED BY: J w o TWO WORKING DAYS BEFORE YOU DIG FS S LOCATIONS PER LANDSCAPE ARCHITECTS PLANS PE 1088.0 NAM �t S"� r n L DATE Q DESIGNED BY DRAWN BY CI-ECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE �pF�SS1p Drawing No. �'�� M. DOTY R. SCHAUBERT J. TANNER RECOMMENDED BY: DATE: �� CITY OF T DEPARTMENT OF PUBLIC WORKS � TAN � � .• Contractor HORIZONTAL ,�� � r a, Plans Prepared Under The Supervision Of o ACCEPTED BY: DATE: �4 r o �N = 20' � r�.6o�3z � � PRECISE GRADING PLAN 2 o Inspector SEE SHEET 1 CW_ Date:� � d DEPUTY DIRECTOR OF PUBLIC WORKS v Exp' 6/30/0 RONALD J. PARKS TRACT 30667-2, PHASE 3 VERTICAL sr C 1 V 1` �ti� JOHN D. TANN R III vW �° DAVENPORT LANE Q Date Completed elf `1E�� R.C.E. No. 60132 Expires 6-30-06 R.C.E. No. 19744 Expires 9-30-05 f -- LOTS % Z AND 30 TO SS AND 37 N/A F C A rr 19 TRACT 30667-3 LOT 59 SHEET 20F 2