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HomeMy WebLinkAboutTract Map 30088 Lot 13, 14, 18-25, 46 Precise Grading GRADING NOTES 'rract No . 3 (:) 088 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE15 �r SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM re � ie rancling OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . HAS 8 OTS 139 1 9 18 TO 5 AND 6 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. ■ ■ ■ � of na State aa orni 15 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 9 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA HA RVE STON SCHOOL ROAD ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH n 1 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO LEGEND --------� SHEET 2 --------ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 0000.00 ......_�._....-....... . GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. TOP OF CURB TIC '0 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG FLOW LINE TOP OF CUT SLOPES. REQUIRED HIGH POINT 8. FINAL COMPACTION REPORT WILL BE FOR ALL FILLS GREATER THAN ONE FOOT. 17 t7 ..JI/ �r /, r it , r i r , , r.I r rr✓,+, 'I FINISHED GRADEJ%FG II '� a23T / / r I 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF VICINITY MAP THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES % f " �- TOP OF GRATE TG DATED AUGUST 15 2001 . / ;rl�;l4 , 'r%E'%''� -J �� ��%',, , NOT TO SCALE TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE INVERT ELEVAT I 0 IE / ' ,_ ��� ',<,, '/f' r� ' //If%1r�/ %; /n,r✓L;� HIGH POINT ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- rr�f ,,,.r ;f �,; ✓ . ,1�I f %;, PAD ELEV. -0. MIN. MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED SURFACE FS / r 2�J orf f• ry,rUr; ,, + A ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. L r r r � GARAGE FLOOR GF 0000.0 • l,��A% ?%' r�r`'' '''' 'L'�%%fir 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING • '' rI 1 Ji�/�fr�ij I Z Z DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE `� •qST ; , ";;� / K K REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS I NSPEC- PAD ELEVATION PE 0000.0 • ON rr,;,,,;JJ,r / .1`� TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR '� •• >%% / EACH LOT. FINISHED FLOOR FF 0000.0 -10 11 . CUT SLOPES EQUAL TO OR GREATER THAN,5' IN VERTICAL HEIGHT AND FILL W Z� 2 • �.'� VARIES �Da $ AR s*** B C RI SC SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL WATER SERVICE -----� /i� *** la1ED * VARIES BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT SEWER SERVICE ----�5 �I` 01 39 PAD PAD CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. �' 3 DRIVEWAY z FF Z Z FF 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS $ 3 13 BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS `L SLOPE � S MATERIAL. � � � r Q PING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED THE TERRAIN 9 301O z z 13. IF STEEP SLOPING LOT NUMBER � � 2 MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. �.1 o co � o PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT 30 36 -�-o r0Zk '0z'�+Xbol OF FILL MATERIAL. UNIT TYPE/ELEVATION A / g74 1 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF s 31R/W" PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL INVERT ELEVATION IE 35 �. SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 32 O1 5 TYPICAL SIDE YARD DRAINAGE ADJACENT PROPERTIES. BACKWATER VALVESBW 3 A, �O 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED �E- DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY BY THE DIRECTOR OF PUBLIC WORKS. ENHANCED ELEVATION TYPE- EH 3 ,`� WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. 3 �f- DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE AMOUNT OF EXTRA DEPTH CS CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE FOOTING REQUIRED 9 �,V �� VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO � 3 � THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES EXTRA DEPTH FOOTING ��� 2 IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. '1 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDINGVARIES *** VARIES *** " PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED THE ELEVA- 6" MIN. fi MIN. ---'\ 3' MIN. 1 ' 1 ' 3' MIN. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 6" MIN. MUDSILL MIN. MIN. MUDSILL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. � MUDSILL `--- IN GARAGE AREAS FG FG 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE CONSTRUCTION NOTES & QUANTITY ESTI MATESILL IS 6" MIN EXTRA DEPTH PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES SCALE: 1 = 100 GARAGE FLOOR y: ;-- R 1 ' IN VERTICAL HEIGHT IN ADDITION TO GROUND COVER SHALL BE _ :- ABOVE GARAGE FOOTING . OVER 5 - PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS NO. ITEM QUANTITY UNIT j:,;;;• •= FLOOR SLAB =PAD ELEV-FG LOTS INCLUDED 12 MIN. SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 01 LOT GRADING ( 10 LOTS x 50 C.Y. ) 500 CY ';J✓` WHERE NECESSARY 12" MIN. 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT GARAGE D 2% MIN. 2: 1 MAX. fi" TYP. 2% MIN. IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER INSTALL 3" P.V.C. SCHED. 40 PER PLAN 175 LF MIN. 21% MAX. 10.R. 3 INSTALL 6" GRATE PER N.D.S. N0. 40 OR EQUIVALENT 12 EA 21% MAX. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT SECTION B-B 20 LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. ® CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 12 EA E SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES v m 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS r 42' 47.5' 45.5' THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS 0 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR A MINIMUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 1 � e VARIES *** P/L 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE _ 12" MIN. ABOVE PAD ELEV. 3MIN. 1 ' THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- co 00 in Y RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON � ROUND OFF TOP MUDSILL MIN. 6" MIN. LLI REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. P/L FG 59m .. �F. EXTRA DEPTH c, P p0 �P�pN FOOTING y �Fz =PAD ELEV-FG o TYPICAL FOOTPRINT ,�F ° Q 2: 1 MAX. �p �` WHERE NECESSARY a0 SCALE: 1 " = 40 ' 'O� L S��Q� 12" MIN. 6" MIN. to 9� �;•1 2% MIN. m SECTION AoA 21% MAX. n FOR REAR YARD SLOPES GREATER SECTION C-C THAN 5' IN VERTICAL HEIGHT SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES UNDE RG ROUND SERVICE SOURCE OF TOPOGRAPHY WN E R DEVELOPER BASIS O F BEARING NOTE CONTRACTOR TO VERIFY: I F THE SWALE FLOWLINE I NE I S LESS 0 p PLANNING ■ DESIGN ■ CONSTRUCTION bi THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS ALERT RBF CONSULTING LENNAR COMMUNITIES A MINIMUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) 27555 YNEZ ROAD, SUITE 400 391 NORTH MAIN STREETSUITE 301 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST z CALL TOLL FREE 27MY�MAD, TEMECULA CA 92591 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN � 1-800-422-4133 A.CAS A 92991-4679 ,CORONA, CA 92880-2006 ON A MAP OF TRACT NO. 29286, MB 298/86-89. Of CONSULTING 909.676.SM - FAx 909.676.7240 • www.RBF.cm (909) 676-8042 c� FIELD VERIFIED (DECEMBER 1999) (909) 817-3600 L,.D03-10 JAG R Z TWO WORKING DAYS BEFORE YOU DIG Q J DES I GNED BY DRAWN BY CHECKED BY Drawing No. o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q�O�ESSIp�' RECOMMENDED BY: DATE: � CrrY QE TEMECULA DEPARTMENT OF PUBLIC WORKS 0 3 1/2" DIAMETER ALUM I NUM DISK, FLUSH I N �c�® 'N C, y JE RLS/JE/MJB RJB CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�� 't� f Plans P epa Under The Supervision Of _ / � Contractor COUNTY BENCH MARK T-46-81 RESET 1997" .`�', _to P CD -4) h-A"■`-- V. ACCEPTED BY: DATE: /Z �-0-5 r PRECISE GRADING PLAN o EASTERLY OF THE CENTERLINE OF SR-79 AT 1 = 100 w' No.0494 'T' ass r THE SOUTHEASTERLY CORNER OF THE BRIDGE d Exp, ��3p�pa '� Date: M - 171, el;o DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 30088 - Inspecto RONALD J. PARKS a Q OVER SANTA GERTRUDES CREEK; 4.5' MATTHEW C. HICK NORTHERLY of THE SOUTHERLY SIDE of THE VERTICAL Jf' C j 1� '• - - PHASE 8 Q Date Completed eted CONCRETE SIDEWALK. t 0 63494 9/30/06 �,rf .-��a 1 14 18 TO 25 AND 48 HET of 0 P F pF Ck`1E R.C.E. No. Expires R.C.E. No. 19744 Expires 9 30 05 �,,, LOTS 3, SHEET 2 i ELEVATION = 1097.163 N/A 12 `-` 11 10 HARVESTON SCHOOL ROAD Cj 1-4 2: 1 SLOPE 43 II T-PUE(TYP) / 55.10' 55.10' 55.21' I / fi9.41 4" WYE AS REQUIRED r�1 19 // 10.20' 17.2 16 17.2 TS 15.8 16.3 15.8 R W C ) 0 TS T5 TS / SJ / ! 16.6 FL-w w 14.6 -H INSTALL / o 15 7 W g° FL OF PIPE 1/2" » SIDEWALK REMOVABLE ? FS - - -� QD FL-Fr ABOVE GUTTER fi I �2 _ - N FL-Fp n _ FLOWLINE PLUG 9 o 6- N N - » _ z15 N . INVERT ELEV. A 4 PVC I r1 1 1 I 48 1B.4 20.15 5 15 1 O 1710 \ PER PLAN �19 FL-w o " FL-+f / 1 2% ro I a 1s.z z F - 148 6.6 16.2 3EzU G 15.9 14.8 FGA I 15.9 3 R FG / 15,3 �, FG 3R Ew F FG 6.51 _ �:•-�'�'-:• ': INSTALL POLYETHYLENE I 1 I I G I A \'f 6 FF F 1117.0 - C PLASTIC JOINT MATERIAL ' �. y\ s I 15.3 „ "QUICK JOINT" OR EQUAL J G � _ �,,, � � EH PE 1116.2 0 - o � � FG � _o FF = 1115.6 17 1 1/2 MIN. COVER-1 16 ,�� • K at FF = 1116.7 o 0 PE 1114.8 EH o- f 16.6 b I [ED o IIIir aeK PE 1114.6 6• - 1115.91 `� 1 PEI I � FG FG �� s � t6,2 �., ,�., � 1 1� � �I FG Z Z Z FEH �,- 4• INV ELEV PER PLAN 4= - 'r _? _,,_:�' '•�= + • -K: 1 �' ' 16.9 ' �' -Z 16.2 I z C z Z 1 8 Z. CURB k GUTTER r t.�. ,� .- -w:, r-`, ,•-y. / FG 15.9 FG 14.8 -.r ;, 15.9 F CA 3"x4" REDUCER 4x4 x4 TEE "' '` :�.,•;:ti• -- l J I / ; u+ 'i' FG FG I FF = 1116.1 �I w » »: _.,� 16.6 0 6.5 _0 = 1115.3 v 3 MIN PVC (SCHEDULE 40) y I r .1 PE I I Lg" " z f iT 1 FG 9 - a GF=1116.5 W I 00 j "' 15.3 15. r r r- fi � ! ' � �/ \ .� 6.6 fi .1 � � 3 =1115.1 14.6 • o FG FG F co p 0 16.2 16.26 - d�'o e=111R.2 14.8 r' ® cn / / - ,.� .9�. 1,��b 3 �� �' w FG FS`G8 16.1 5 Obt 15 9 r 5 6' FG it W:TM w- f ' GF=1115.fi 1 � � o FG 1,0 � 1 K � 5' r<i - fi.5 14.8 h z 6.6 14. 7 co le ! 15.8 15. FG 4.86 k 14.6 I l 41j h FG i► . "� '' '.� ^ 14.60 c�1 .lr.� FG 96 15.9 FG FS ^ F - F - -� FS 14.39 `G8 a ❑ N a be I 11 `I 16.9 1 fi 'rn ._ 14. 1 rn rn 1 13.1 / 19.99 h, FSt . 1 ,► 113.89 TG rn 4 ��s� cv 3 6 TG r - FG B 0 � �-� � � � o ca 114. 11 16. 1 S 4 FS .1 att 98 T r� 11 0 I 12.66 l 7 2 FL 4.9 0. 3 G 13. 3 ►� �r - n 1 13.24 I 12. '0 2 99 � o 1' 113. IE � N _Z ' WTAL •t � � I 48 o l / / '�� •8t 15.00 F$ • Zx N 1114.3p IE 3 Q' 1 N JE 13.58 13.45 13.3F$ r S 47 SOZx TC 1 16.9 fo 2 W 1 1 FS S 42.22' FS FS p5 11' O 12.85 ' I 0' FG � 2 S ~ �37. .71 2 T / ry \�fi .74 _ 2 ft 11 O 2X 28 1 95 w C � r1�11 � 1 4 1 TC � TC m in w N 1 r rC B gJ l / �ii FS•OS 14.15 iE � � X 2 1112. TC / -06' - 16.9 FF$ 10'9•t15. r 1114.54 T I 14.27 14.25 14.16 N 1 13.15 1112. IE 4 / � FG r 12 11r 1C TC TC TC - 13.63 TC 13.32 13.20 •l r 117 16.9 S TC �. 114-0-8-i. E 4 as 113.17 IE 4 TC TC I.: 1 116 •7 FG 1 S " r TC •9z •9 0.3 Lf T 87.958 v 4ify • 16.9 B`�, �1' 14 _ 1113. iE 4 17 h 16 FG 1 v /`�' ,�6°� 2 1. HUD `15 z SON COURT / .0 � 0 3 115.29 TG /,�' \ 1, R=1500.00' I / FG - 66 - 1114.79 Ell y 1. O X 14.62 114.04 TC _ 1113.3 TC 16 !n 2� TC ,. 4 111 4 -� I WA 113.58 IE w 2. iE 16 17.0 1• MFL 22. ,3 .03 TC 14.71 TER - - _ --- FG `� N I � x_33 � 14. E 4 TC TC 13.40 --- LOT NO. ENHANCED REAR ENHANCED SIDE BACKWATER FOUNDATION CATEGORY / 1 �~- 2.o LOT 3R 3 111`1.53•X32 T w �,1. 1C 28 ELEVATION ELEVATION VALVE l l ,`� ,4 v v 14.82 x G ,� __ s" FH � 13 18 13 -- RIGHT -- I I ,, l � N 17.01. E / N � 1115.06 TC \ 7.75' 2 r- M TC X11/ 10, FF - G 1 / O 1114.60 E 4 2 14 -- -- -- I I l , - - - / � 8 r 4.52, S 64.69 � 1 16.8 s 1 117.8 Ey 1� 4.70 N 14 52 .�s .19 46`98 S 6.88 18 X -- -- I I / / /�-fP 17 17.0 117.0 /� 2 'L1 ' /14. 1 h F$ a FS �- c^o 19 X -- -- II / 0 FG Iii / co ni o ^' 11 Nit% �L m 11 FG r �� 15.12 FS - 3 14.30 TG n o N� v 3 13.65 TG 7. �n Go� 111 ../ 1113. 20 X -- -- I I 21.a, 17 M 0 FG 397 TC / 10,36' 16.2 3' IE 6.79 1 15.44 15 1E 21 X -_ __ I * .0 15.49 v, a FG 16.2 F 15.50 0 22 X LEFT -- I / 4 89 29, ^ • FG �Ox FS 15.28 0 / / GF' 1118. FG o 23 X R -- I 17.4 \• ii 17.03 / /� / 5 GF-: 15.5 RIGHT FG __ / .N 1115.8 F O 24 X -- -- Ii / / - 1 0 1 8 / J / V- .,F IT 5 /^ V 25 X LEFT -- I I / ' - M rNINV 16. 1 10' FG.8 5 59 /,^ O // �v ^ q 0�r 51 1 5" SLAB PER FOUNDAT ION PLANS / / / FG 4 16.3 5. 19'2.4% s/ 15.40 It3 - y 1117 5 15.5 FL-(,� • ry T +hh / / C PE _ 1116. 0 Z • FG err / 17.2 M�1 e 10. S•SX 15 44 •"� 41' 16.2 k 3 I co 7 I / N © 5 16.2 0� T ry 0 ,w/ - FG 71 r 4 / 2. FG - _ a 14 0 G f 1 H / � � I FF x 1116• 1 � 15 / 10 111 8.2 / 1r "i // / 16.2 15.5 3 11 / 15.5 111 7. 3. 14.9 FG'4 �4 / 1 r �-44 TC ? 10 LF• rS ^� / 4 �' � _ FG 10' FGFG FG 5.5 17.4 - 17.4 1' jr 4 ?. F 64 27, 6 0 15 FG j41 P FG 0 CV I 1r .70 £ r5 o TG 2 CO 16.0 � �/A� S 17.4 n 1p/�' 1 .� ITG ~oti r •S I£ 17.2 N FL-fp - N1 \• 15.80490 1 VG 15.3 _ _ ,.a re C - h 17.4 �i FS /' .� .'� _ :.•`. -2X 15.88 / 4 / S• '~~,'. 69. 17' 17 2 ry / �. = �' r -qg 2.5% r \�` ,' '''_`.,: 1115.9 E PER LANDSCAPE �� 3.21 n . � 15 1 �='' ' -= ARCHITECTS PLANS r8. / FS. 1 TS o 1 .85 / r 114.2 04 q 15.71 TC srO 3 rS_8 L) LLI 1�•8 fTG :r y. 0 A/ ry 15.68 q c TC f,S•9 } 20 0 20 40 60 0.66 v, FS'6f �, �• l'• T�.�: a �x / o Y. O GRAPHIC SCALE -' 0 2 LO r 25 � 1 ; �• � ,��5• f-S 3) r 2 °° / 20 6 LLI a- UNDERGROUND SERVICE CONSTRUCTION NOTES �`' ����� �. V) ALERT PLANNING ■ DESIGN ■ CONSTRUCTION �, ,, ,� 1 2 0 O INSTALL 3" P.V.C. SCHED. 40 CALL TALL FREE 27565 YPEZ ROAD SUITE 400 O3 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQU I VALENT Z - -4Z2-41, TB ECULA,CALIFORMA 92691-4679 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER Q CONSULTING 9M.67GA04�2 a FAX 909.676.7240 • wwwFF.=n DETAIL ON THIS SHEET TWO WORKING DAYS BEFORE YOU DIG LD03-105GR J CONSTRUCT I ON RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE �a0�E S S IC�� DESIGNED BY DRAWN BY CHECKED BY Drawing No. o p C JE RLS/JE/MJB RJB RECOMMENDED BY: DATE. ��( OF TEMECULA DEPARTMENT OF PUBLIC WORKS HORIZONTAL `� �� � yf �� o Contractor a� P I an Pr epa ed nder The Supervision Of �n ACCEPTED Y: - �L �3 r o " _ D B DATE. PRECISE GRADING PLAN 2 0 Inspector c t or 1 - 20 NO. /30/0 a DEPUTY DIRECTOR RECTOR OF PUBLIC WORKS A p SEE SHEET 1 Date: �L I� �"�. °��°�°� MA THEW . H K -- TRACT 30088 RONALD J. PARKS _.___ Q VERTICAL Jf C J 1t ti _ = PHASE S Q Date Completed 'jF 1E��� R.C.E. No. 63494 Expires 9/30/06 R.C.E. No. 19744 9-30--05 �' _ o I -A N/A 'lam: : LOTS 1314 AND 18 TO 25 OF ��� Expires . SHEET 2 OF 2