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HomeMy WebLinkAboutTract Map 29928-1 Lot 1-8,25-33 Precise Grading 'Fract N4o29998 GRADING NOTES �•• 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING ■ 15 215 CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE recise Grading an SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . PHAS OTS 1 TO 8 AND 25 TO 33 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL 15 SATE FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT In City of Temecula te of lif oa 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 L E G E N D ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 0000.00 !►G GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB TC ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FLOW LINE 1 � 9 � 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG HIGH POINT HP TOP OF CUT SLOPES. 8. F I NAL C A FINISHED N I SHED GRADE FG OMP CTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. i ,/ X////%I, F I N I SHED SURFACE FS r '/ ; .. VICINITY MAP 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDAT I ONS OF THE PRELIMINARY SOILS INVESTIGATION BY: LE I GHTON AND ASSOCIATES GARAGE FLOOR GF 0000.0 ,f ��,/j',%!%' / ,;. �'' NOT TO SCALE , ,, �;,� , ;� DATED AUGUST 15, 2001 . / % r,l, TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TOT PAD ELEVATION PE 0000.0 ''�'/' //� HE �/ ; , Q , ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- HIGH POINT MENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDAT I ONS OF THE PRELIMINARY SOILS REPORT. FINISHED FLOOR FF 0000.0 PAD ELEV. -o. MIN. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING WATER SERVICE DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE /r/ ''', �'' � '`f '' % '' '!`'/ '' i r' i/`r z Z REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SEWER SERVICE TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. DRIVEWAY / r /I I � I / 1 TVP. 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL - - ,%%%�. � / :'''', 1, / j'% per po�pr ;'/ , ,; /� ! VARIES AR R SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL SLOPE ; /l. /ri'', ; ''; � � RI SC / /� VARIES BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE gyp) I FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT LOT NUMBER CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. �! r'i+i,�fi/,'�l/ /'/ i";I%' `'�'' I! ;' '' I PAD PAD / FF FF z 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS I /,/','r', ; ' �' ;' ' 2i ? BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS UNIT TYPE/ELEVATION A ;, , / r � i •� % / 1 O I K I / / MATERIAL. 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN TOP OF GRATE TG MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. I ,O��/, 'Iri r'; -, z PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT INVERT ELEVATION IE j ! /' � ,' - ,' i''' I z o 00 I �r/ �,�r , o� pox OF FILL MATERIAL. �� ENHANCED ELEVATION TYPE- 14. YPE-14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF r //. / /,�I,' '�O R W PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL AMOUNT OF EXTRA DEPTH SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO FOOTING REQUIRED O ADJACENT PROPERTIES. � � G TYPICAL SIDE YARD DRAINAGE 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED EXTRA DEPTH FOOTING �► 1 ��S '1 � DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY BY THE DIRECTOR OF PUBLIC WORKS. BACKWATER VALVES BW WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. O `� �� 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE 13 DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE � Z� VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. O 1� 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES 17. STABILITY Ar 1� IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A I CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE--TENTHS ( 1 .5) � 1 SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT ;�� �3 1 MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL ' '� ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. ONE SIDE. v R 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING �Q- z2 � VARIES *** VARIES *** " PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- fi" MIN, fi MIN. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 3' MIN. 1 ' 1 ' 3' MIN. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 6" MIN. MUDSILL MIN. MIN. MUDSIL DISTANCE ABOVE THE ADJACENT R I L GROUND SHALL BE GIVEN. MUDSILL FG FG 19. EROSION CONTROL: AL RA 21 � IN GARAGE AREAS ���� PLANT AT 12' ON CENTERS ORANOTHERAPPROVED GROUND DCOVER.RSLOPES CE '�9 '1� SILL IS 6" MIN EXTRA DEPTH = OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE O 1 GARAGE FLOOR+ ABOVE GARAGE FOOTING z PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS _T FLOOR SLAB =PAD ELEV-FG " 12 MIN. SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, WHERE NECESSARY " 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT _ _ .�_ . G ARAGE DETAIL 12 MIN. 2. 1 MAX. 6" TYP. 2X MIN. IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER T 2% MIN. 10.R. ` � � -..�. � -,. ..;�...- ....�_ ...._.�, � 21% MAX. MIN. 21% MAX. 20. FINISH GRADESHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT SECTION B-B E LESS THAN 1/4„ PER FOOT FOR A MINIMUM OF 3 FEET. ,, LOTS INCLUDED 0. 53' SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES N 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS N 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 57' 54' THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS o TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. CONSTRUCTION NOTES & QUANTITY ESTIMATE A MINIMUM fi" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) N LO 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE NO. ITEM QUANTITY UNIT " VARIES *** P/L m THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- e e �___/ 12 MIN. ABOVE PAD ELEV. 3' MIN. 1 ' RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON O LOT GRADING (17 LOTS x 50 c.Y.) 850 CY w / MUDS I LL MIN. " REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED " P to ROUND OFF TOP6 MIN. 3 2� INSTALL 3 PVC SCHEDULE 40 129 LF a0 p FG TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. to P/L O INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT 12 EA 5 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER � EXTRA DEPTH DETA I L SHEET 3 NG 12 EA A P P��PSP FPD I ELEV�-FG i 5 INSTALL 4" PVC SCHEDULE 40 20 LF AFI t 9� Q� 2: 1 MAX. `~ 'Q F WHERE NECESSARY Uj .o�,qG 12" MIN. 6" MIN. _ TYPICAL FOOTPRINT 2% MIN. „ _ SECTION A-A 211* MAX. co SCALE: 1 - 40 FOR REAR YARD SLOPES GREATER SECTION C-C THAN 5' IN VERTICAL HEIGHT SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES i UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER / DEVELOPER CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS 0 ALERT PLANNING DESIGN CONSTRUCTION BASIS OF BEA RING NOTE THAN 5' LATERALLY FROM FOOTING THEN THEW PHOTOGRAMMETRIC SURVEYS INC. FOOTING BOTTOM IS � 647 MAIN STREET, SUITE 1A LENNAR COMMUNITIES THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST A MINIMUM fi" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) CALL TOLL FREE ■ ■ ■ � YNQ�'°`�' 400 RIVERSIDE, CA. 92501 391 N. MAIN ST. SUITE 301 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN Z 1-800-422-4133 TEMECULA,CALF-OFMA 92591-4879 C O N S LI LT 1 N Ci 909.676.5042 " FAX 909.676.7240 • www.FBF.com (909) 686-5103 CORONA, CA 92880 ON A MAP OF TRACT NO. 29286, MB 298/86-89. DATE OF PHOTOGRAPHY 8/5/98 (909)817-3600 TWO WORKING DAYS BEFORE YOU DIG LDOZ-22QG R Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY SCALEQ��IESSI�11f RECOMMENDED BY: DATE: a DEPARTMENT OF PUBLIC WORKS Drawing No. o 3 1 2" DIAMETER ALUMINUM FLUSH O C M. BOECK RLS/MJB RJB CITY OF TEMECULA / DISK, LUS IN ��, 'N91 0 Contractor CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�`�+ 't� yf �'� PI ns P ep red Under The Supervision Of N COUNTY BENCH MARK T-46-81 RESET 1997" EJB - _ s o n EASTERLY OF THE CENTERLINE OF SR-79 AT 1 " = 100, W No•X94 ^� O Inspector THE SOUTHEASTERLY CORNER OF THE BRI d ,d ����� ACCEPTED BY: DATE. � E RADING PLAN Exp. 9/30/06 Date: DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 29928 1 P OVER SANTA GERTRUDES CREEK; 4.5'BRIDGE 4K M TTHEW C. HICKS RONALD J. PARKS - � NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL ��► l�• �� Q Date Completed CONCRETE SIDEWALK. �lF �0�� 63494 9--30-06l=- PHASE 2 Q ELEVATION = 1097.163' N/A OF C��1 R.C.E. No. Expires R.C.E. No. 19744 Exp i res 9-30-05 '> 19 =ee LOTS 1 TO 8 & 25 TO 33 SHEET 1 OF 3 i 66.58' 25.3 84.22' - 25.3 '� - 75.46' 1 106.06' 24.7 49.58' 24.5 j T5.3 n r: 'n - 23.9 25. _ °� TS TS S is � TS 24.1 TS o N 23.5 LA - N I FG - -�-P o+ r►i 24' - o \ + z 23.0 N 11.9'. N o foo CbN d _ 23• 4.1 - o z a� 12.68 /2 \ FG 1 23.7 'ryo 10 38 . © 5.52 F F3.7 J". PE 1118.9 PE 1123.5 \ 3 j t N 23.7 FG 3 FG 7 23. 8 1 24 o z1� � � 24.1 � = 1124.8 FG � G / I FG = lop 24.3 / 1 p 1124.1 I 23.2 ?? \ FG 24.3 GF=1124.3 .z 3 R z f -g _ �., 2 FG EH z- B - '°' \ A 3 R N / \ •1 °� FF 1124.4 24.5 0 z A n �i d,7ti2 1123.7 �• ti� TS z FF = 1125.0 4 1 PE 1124. \ FF = 1125.0 I I �G \ PE = 1124. I z GF(1124.5 I 24.1 N -5 EH EH U FGO23.8 3 FG 23.5824.1 23.7 23.7 � 20. 2.2 � FG FG FG = 1 4.2 - 24 1 FS 7.51 GF= FF 1 2FGv 6.0 1123.9 PE = 11235 9 G GF=1124.5 7.2 22.8 . 22.8 22.6 10 r PE 1119.2 F \ 0 24.1 23 0 FS-GB U .6 FG •1 � - 1� 10 22.3 1 r0• ?�9 FG -{� 24.0 23 o (-,GB 39 1 1 �? 24.3 , - � 3.5 u� .73 •7 PE 1123.2 3.8 FG 7 52 n •� 22.30 FG FG c.; 1 FG 21.72 2 - cry to ,�► FS � N 22.02 TG ry 0 .0 / FG 23.2 a, 22.25 �, .04 TG _3 FS 4& • �. 2.OX 5 .�$ 23.1 22.46 3 1. 21.66 •�y +e �? r� �� - 5' F5 24 1 FS .38 -- FS _ 1' S 26.73 `Z!' - \ - - 1.5% - _ T FS 32.77 1 fi�9r S 4.26 36.26 �c � 23.0 23' FG 22.68 TG j 2 o ti' FS "' ©23.7 3 .1 l S 02.- G 2. •`� �3 G _ \ - •;� FS �10 N n 1 ?� �+ .� 24.5 �' 5 2 o �� '� - � � <vt' ti ' ti�G � S 22.0 TS 30�2 2.42 TC ' " � 4 13 � � 6u'� � 7 • - 300-00 �� 0,5" N36 3 25"W ry RIM .`1'• \ �' p.4' PE - 1121.3 39 _ �� �, 11 rh L-122.98 �', -� o, \ 21.47 TG 3 D 96 PE = 1123.2 �� c,' 12 3 C") g ^ S� '!� 20.97 I E PE 1121.8 LA LP 1►9 ti ,,.0 2 � • 2.OX 21. 9 IE.42 �G pR Sg 52 �j o w _ Fs 27L. s 22. �81 _ s 2 ,PLACEo" SEAR N �, w ,�,,� S 7r3, r �,, FS �' FS 22.17 o ��SCG D G� � � N � 11 • _ FS 5 8 • 5.1x � •�� ry,�.G• - AMB , �" 11 ��� 2 s 13 55 22• ��� rG "' 23.7 Ci w� IE 3 FG �y - z 0 23.75r N •6 23.0 9 23.2 � _ �' C 4g, _� ��h •3� � Q 23.78 fL-C� 22-C� c FG �� `�►hV 57 L+ ,y `�• 12 5 -\ �, 24.1 FSS 1 64, • 4 2 24.0 w ` a C 6 2 12 � FG \ 4 � _ 24.3 FG FG •33 2 7 n Fs FS 24• 1L 23.1 FG CD G 23.5 - � �� o .9 3• �\ Q 2. �► 2 4 `r- FS S.°'4 `'•O�� "'� A 5 �' 14.3 \ 1 OX 0 •° F 24.3 N •1 rn �' kG F \ FG 2 2. �►•�� Q V. r C+ _ �p _ �• q CONSTRUCTION NOTES 1� _112A•° © 9 124.5 ' � �R �r C, 23 g •\ \ �_1 24.3 0 \ A / 1 FG 2 FG ; 10 \ O INSTALL 3" PVC SCHEDULE 40 z FF = 1124.7 N" �V, INSTALL fi GRATE PER NDS NO. 40 OR EQUIVALENT FG -\ 1 R z FF = 1125.0 \ PE = 1124.0 �4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER \ 't 4.3 24.0 23.4 I " DETAIL ON SHEET 3 \ 10 .-• PE 112 \ - _ 2 c� O5 INSTALL 4 PVC SCHEDULE 40 \ ' - . \ 3 z PE = 1124.0 5' FG N 23.7 24.0 �No \ \ ; = 24.3 5' 23.6 o z 24'3 FG rL 3 '� o ao j z 3 6 � - � 23.6 Z�a� - _ \ , •'� FF = 1124.5 2 - 24.1 - - i - - `D \ 'L = 1123.8 \ Fl- �--� -� - 8 I 97' • ao ti E H _ � ,L N � N � 23. 25.0 2 \ \ 3 8 \ - ZR• "� - - ' y 20.63 ENHANCED REAR ENHANCED SIDE BACKWATER z z\ w ER LOT N0. ELEVATION V \ \ 3 $ F 2 W r w 3 TC, BC 1 < Q ELEVATION I ON VALVE �` \ 2 3 9 D - 29.2 X13• _ 1 X -- NOT REQUIRED 2�'1 25.3 r �ti'�-�• �.°�'v 2 X -- NOT REQUIRED • \ - . o _ �� rs 54 5= - � � �� \ �, '� 3 X -- NOT REQUIRED 25.3 - - ti,•k FS,10� V 4 X -- NOT REQUIRED Ts 63.81 24 75 -�tit� �� �. 'LGS 'O Z 5 X RIGHT NOT REQUIRED �. \\ - N� = • 1 6 `j 9'L'� F `�� W 29 -- -- NOT REQUIRED 30 LEFT NOT REQUIRED N 25.3 ' \ � �•a , �5 � � > 31 -- -- NOT REQUIRED 65• ' '�' \ \ 20.31 C _ 32 -- -- NOT REQU I RED L- E 24.8 b - \ TC �` a 33 X RIGHT NOT REQUIRED a N TS 4" SLAB PER FOUNDATION PLAN 7 \ 29 .� PE = 1121.7 1� � - 6 m FF = 1123.5 + F •�� 29 PE = 1122. PE 1121.7 \ \ b S c� lb 110! LO 04 IJK G 28 PE = 1122.4 CID N Q) 0) 20 0 20 40 60 N UNDERGROUND SERVICE W ALERT PLANNING ■ DEEICiN ■ CONSTRUCTION W CALL TOLL FREE 28 � GRAPHIC SCALE � 1-800--422-4133 ■ ■ ■ �.�ROAD, 79 PE = 1120.9 23.8 Z TS Q CONSULTING 909.676.6042 ■ FAX 909.676.7240 • www.R9F.cam c7 TWO WORKING DAYS BEFORE YOU DIG LDOZ-ZZQGR CONSTRUCT ION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE ���F S S f�N DESIGNED BY DRAWN BY CHECKED BY o O. RECOMMENDED BY: DATE: Sr IF CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. U � '�� M. BOECK RLS/MJB RJB Contractor HORIZONTAL .W 't� y1 �f Ions re red Under The Supervision Of N %0120 ,r ACCEPTED BY: • 5 a �3 Inspector �j DEPUTY DIRECTOR OF PUBLIC WORKS 2 1" = 20' w No•63494 r" DATE. ISE GRADING PLAN EV. 9/30/as Date: _ �� D� O VERTICAL s 0.4 rrwEW C. N1C�S' RONALD J. PARKS � s TRACT 29928-1 Q Date Completed r'l e j �� o�� _ _ PHASE 2 Q F 1F R.C.E. No. 63494 Ex i r es 9 30 06 R.C.E. No. 19744 �,r-===-- ea- N/A of C A� P• Expires 9-30-05 f LOTS 1 TO 5 & 29 TO 33 SHEET 2 OF 3 a 5 � PE 1123.5 9 21.20 122-309 4" WYE AS REQUIRED ��j 69.- - - -T, 68' 26.36' PE 1119.2 5 51 1 ZC d h' ao 4o.482 INSTALL 21.6 21.8 N FL OF PIPE 1/2" SIDEWALK �, ABOVE GUTTER 6" REMOVABLE 115 -Fp FGco PLUG FLOWL I NE �, 22.a - -� - �+ 14 INVERT ELEV. A 4" PVC �G TS- PER PLAN 1 _j 2% 1 z o 0 21.2 _ - _M FL �' 21.1 ` 21 z 21.3 � ' FG 8 21.8 _ 20.5 5 N ;�_�_�; `r _•:�• FIG ,k�. INSTALL POLYETHYLENE "' 1 R FG 20.6 PLASTIC JOINT MATERIAL U1 0 20.7 - - Z � N ` I "QUICK JOINT" OR EQUAL �+ 0 o FL FL o 1 1/2" MIN. COVER �+ r- - z I �! I o O 21.3 I 7' FF = 1122.5 �� � 2 G U 20.7 20.7 INV ELEV PER PLAN ,k_.;1;_;:: -_; �,_;r r •..::;"�► r r_; ;, w PE = 1 0 0 K, FG - CURB k GUTTER �.�• �` » , ` •. - 121.8 3 FG 19.8 N N 4"x4"x4" TEE .,:- .- -.., -,�',-%", �.•�:;, --`••r' ;�-- , ��- N .c�i F•L 1 3 x 4 REDUCER '...- ",, r• !` I LU N u� '� � � � A 20. - � o _ FG FF 1122.0 I I FG 7 3 MIN PVC (SCHEDULE 40) N o •6 GF=11 PE - 1121.3 10' - I N N 21.5 co 9 6 = z 5? = 1121.4 � = 1120. [EM i FG o z 20,2 04 M � ' w N �• 3C 'N HO N �5� ti� z z 5' �G SE NT -� 21.6 0 -• ' I PWATE MIAL FIG its 21.6 21.2 •Im C36 _j 21.3 I I FG FG o I I 20.78 FG G' zI o Na GF=1122.0 5 F5 1 .1 N - _ ' \ - 5 IG c:' •21.2 21.2 0 o FG.6 ' ro � O 20.4 20.5 19.9 FG FG 52 GF=1120.9 © " �-GB C`% 20.78 as 20.7 I 1 A V FLAB '• cc � � FG 6. 19 19.8 20.5 15 3. /AR 3; 19. ,.� �. 19.56 K FL-GB so - \ .6 N .� w 164 w �, 3 FG 19.3 - S - '72 �'� 19.44 U �8 �T 18.96 g - 8.85 / fi FH ' 49.71 ' f 39.82' �FS -- 5 5' 62. 6� .� w N 24.72' 58.05 ti0• o • 2.0% 2 • 2O S r8 � N N rF CMIN IL READS 4 .31 ��� 972 's " a - V D. NCE 11 N N54 14 37 W - �# r- rc • 4 h 7R 29928--1 2 - to WATER_..... 29 ro, �i,`[' .tii V 4 X9.6 v; ~ �, '` + J, .. �. v aD _ co PE PE - 1122.8 �/_ 1•4% �•• rw ~ rr w (� ?r N, 1 • 2 17.97' 1.09' •n ---_ 11 • 43.34 � 1 w ---•._._ _ 2 6 $ - � 70.19 r- 2 0 2.OZ 1$•ZS lE ----_- . i� S 5 S rn ;.� 19.33 ? � � 34•? - � '�- FS 19.0 ►� �- - �S � CONSTRUCTION NOTES o r F •.� 28.9g 9 N Fs 1 --. 20.23 27.14 � , ���, o 't A), FS 5 7 • .6x` Q FS FS °' 3 cn ry F 19.9 �2 INSTALL 3" PVC SCHEDULE 40 'ti4 � .a 20'8 I 3 20.3x �� �• 3 18 5 N 0 4 U ►. .1 �► - �-GB 20.4 1 g, 11 •. I �3 INSTALL 6 GRATE PER NDS N0. 40 OR EQUIVALENT � � 21.8 1� 5 20,9 ?� 8 28, 21.48 FG 21.9 -c-m 21.5 - GF=1121. 1 �, ' F I �h o FG FG GF-1121.7 0 20.7 G 19.3 a 1 1 Q4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER `�►' f FS-(,'@ 7 1 F DETAIL ON THIS SHEET v _ 21.4 G } 20 _ •4W 20 I 5 INSTALL 4" PVC SCHEDULE 40 r0• ?•OX 22,2 ?r FL-{ FG o© 22.0 I FG �� FG �'� O T Q � G _ ST, FG ,0 2 21.48 I 0 ? V G Q d FS-% �I .4 22.o O FG 4 I �G I ,► � 3 - Ico 21.7 q - ti z _ EW EH 20.9 I' � ' ___f l 23.4 ,c I 0, t TS I . ;}. SLI = I �- f " 7r� / _ N 21.5 = 1122.2 i 1R o �' 3 ► 28 rr 3 GF=1122_ � 1121.5 aC PE 1120.9 33'6 1• 9' - `� 22.02 FGBR I ,z - �° I• FG 5.99 � z n, ^ CID ' n ` A E271 I - °, FF 1121.6 � 21.5 21 o ' I PE = � - FG •S cv 1120.9 ' 6 Cr) ••o z FF = 1122.7 22.0 FG 3' PE = 1122.0 FG 20.9 3. ENHANCED REAR ENHANCED SIDE BACKWATER °- ? F� - 1 - i FG 20.9 209 33 LOT N0. ?� 0.17 I ELEVATION ELEVATION VALVE 04 f� - 21.3 � - - FG 5 6 X LEFT SIDE - - 21 FL 22.0 r" 0 21.4 21.3 - .5 2`0�.�7 O N Z0.1 5 8 S 01 13 � 36G �� FL _ � ,._. o z /w 1 7 - - - - - - •�► _ - - 27 21.8 N v 8 RIGHT SIDE ,� N ,o - 21,7 PE 1120.6 -� ' " ,; 25 X LEFT SIDE - - N FL \ o 23.0 C 22.5 �. •2 TS 1 /w 26 X - - - - a i rn cr TS 63.32 21.9 AV/,�R \ N cv ti? 57.49 TS 01 27 X - - - - 23.4 23.4 23.0 94.59 +�g _ _ _ _ TS TS TS 28 X 41 - � � - - - - - - - , - J 6 82.06' FH _. 4" SLAB PER FOUNDATION PLANS �4""fes• ` , '�• �9. a tp- 44 _ r � � " ,;; 1 __, ... 71) 3 tP ch HARVEST014 DRIVE 21 0 -- .�-- 20 --- �� _._• --_ 22 _._.-. a. . _ 1a mow. --__ -- _ LO Li 20 0 20 40 60 Q GRAPHIC SCALE LP co IIIIIIIIIIIIIIIIIIIIIiijill 04 UNDE RG ROUND SERVICE �-- -- 1 V) Uj O ALERT PLANNING ■ DEls1ON ■ CON!lTRUCTION --� �� � � �r ��� ' � 1 � �1 ��� �- IU 1 YSABEL BARNS a C TOLL F1�E �, Y� 40o ELEMENTARY SCHOOL `f Z ROAD,� - l 1-800--422-4133 �-A.CALFOMA 92WF4679 _ 0 CONSULTING 9W.676.8M • FAx 9as.676.7240 • www.RBF.com Two WORKING DAYS BEFORE YOU DIG LD02-225 Gni R CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE Q�p F E S S I pN DESIGNED BY DRAWN BY CHECKED BY Drawing No. o p '1� M. BOECK RLS/MJB RJB RECOMMENDED BY: DATE. 'Jr' CITY QE TEMECULA DEPARTMENT OF PUBLIC WORKS HORIZONTAL ,`� ���� U. yr `^f Plans ans Pr r n � Contractor . pa d Under The Supervision Of 8 ,� ACCEPTED BY: DATE. z o S � �.X494 2 PRECISE GRADING PLAN3 Inspector SEE SHEET 1 1 = 20 ac Exp• 9/30/06 as Date: �r Of-D J DEPUTY DIRECTOR OF PUBLIC WORKS Ln RONALD J. PARKS TRACT 29928-1 Q VERTICAL 'rt' Cl 1` ��� MATTHEW C. HICKS - PHASE 2 Q Date Comp I et ed lF OF A`1E�p R.C.E. No. fi3494 Expires 9-30.06 R.C.E. No. 19744 Expires 9-30-OS �'�-:-----�-�-� o C rf --1DA�-- d N/A 4 � LOTS 6 TO 8 at ZJ TO Z$ SHEET 3 OF $ �