Loading...
HomeMy WebLinkAboutTract Map 29928 Lot 4-29 Precise Grading I "Fract No . 99928 GRADING NOTES i 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% DRAINAGE recise Gr ai n a SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM 15 � OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . HAS 1 LOTS 4 TO 29 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. a ate of alifami 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT LEGEND InCityemecu 7 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 15 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS TOP OF CURB 0000.00 OVER 1 ' DEEP. TC 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA TOP OF GRATE TG ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF SLOPE TS I ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FLOW LINE 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. HIGH POINT HP � 37 36 35 34 REQUIRED FOR ALL FILLS GREATER THAN 8. FINAL COMPACTION REPORT WILL BE RE FINISHED GRADE FG ONE FOOT. Q 1 0 FINISHED SURFACE FS 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF _ THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES GARAGE FLOOR GF 0000.0 U RT DATED AUGUST 15, 2001 . 2 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PAD ELEVATION PE 0000.0 VICINITY MAP ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- NOT TO SCALE MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED FLOOR FF 0000.0 30 ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 31 32 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING WATER SERVICE p ' 33 HIGH POINT , DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE PAD ELEV. -0. MIN. REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SEWER SERVICE S " I�' A � I I � I' i �; I I it TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. DRIVEWAY KZ i I I , I i,� -� I Z I-- r-, 11 . CUT SLOPES E UA TO OR GREATTHAN k, Q L E E 5s IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 5• IN VERTICAL HEIGHT SHALL SLOPE BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE - - - - 10Dp. �p FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT ' LOT NUMBER � � � ' "I. I '� � I '�I ', I (� I VARIES B ARI S*** B C RI 5(r CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS I II III I I ! ROAp I' ISD VARIES BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS UNIT TPTtn�D I A ' I I MATERIAL. PAD PAD I z FF Z FF z INVERT ELEVATION IE :. fi e w �. ._, M 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN ' MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. BACKWATER VALVES PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT I w , Ma II I L OF FILL MATERIAL. " ,I I I, I IIII , , ll hI Idl I�I I , I I I � F00 . rozx zENHANCED ELEVATION TYPE- ROR PLACE �- o �ox' X z14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF A 00�' PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL So OT 0F EXTRA DEPTH SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO FOOTING REQUIRED ADJACENT PROPERTIES. R WOf I I I II a G A 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED I EXTRA DEPTH FOOTING BY THE DIRECTOR OF PUBLIC WORKS. TYPICAL SIDE YARD DRAINAGE 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE WIL IAMSBU RG PLACE k, k DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 'IZT, . MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO , WHERE. 18 MIN TO GARAGE DOOR AND 10 MIN TO BUILDING. I' I s I � DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 14 , y 77 + ,.. PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. ,I, III I•, ...�.'E Ial '.m '�E I. �4 la, !; ., EE �RP la. "I Id�.. C d.''.. d 1 dl FIVE-TENTHS VARIABLE SIDE YARD SETBACKS MAY BEPERMITTED PROVIDED17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND ( 1 .5) THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT I , • �Z G� ; . I�p 1� , ��, �, I I , •, I ,I AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. k ° �" 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- ca ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 4 R DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ROAD r VARIES VARIES MIN. s" MIN. 6 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 3' MIN. 1 1 ' 3' MIN. PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES MUDSILL 6" MIN. MUDSILL MIN. MIN. MUDSILL OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE / FG FG PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS111 IN GARAGE AREAS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 100 0 100 200 300 GARAGE FLOOR - SILL IS s" MIN E*7RA DEPTH 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT T ABOVE GARAGE FOOTING IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER T FLOOR SLAB =PAD ELEV-FG 12" MIN. 10.R. GRAPHIC SCALE WHERE NECESSARY 12" MIN. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT ,,. � GARAGE D 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. E LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. LOTS INCLUDED53, 21% MAX. MIN. 21% MAX. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 0011 57' 54' SECTION B-B 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR CONSTRUCTION NOTES & QUANTITY ESTIMATE o TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. NO, ITEM SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES QUANTITY UNIT CONTRACTOR TO VERIFY SWALE FLOWLINE ELEVATION IS LESS 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT REL I EVE0 LOT GRADING (26 LOTS x 50 C.Y.) 1300 CY e e THAN 5' LATERALLY FROM FOOTING. FOOTING BOTTOM TO BE N THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- MINIMUM 6 BELOW SWALE FLOWLINE. (SEE SOILS REPORT) M RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON Q INSTALL 4" P.V.C. SCHED. 40 121 LF VARIES *** P/L REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 00 o 3 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT VALENT r 12" MIN. ABOVE PAD ELEV. V TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 11 EA 3 MIN. 1 0 r� O4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER 11 EA ` ROUND OFF TOP MUDSILL MIN. 6" MIN. N DETAIL ON SI-EET 3 P/L FG N 50 EXTRA DEPTH ,o FOOTING Uj TYPICAL FOOTPRINT A 90 � =PAD ELEV-FG 2: 1 MAX. s ��� WHERE NECESSARY " N SCALE: 1 40 �9 G � 12 MIN. 6 MIN. rn yN 2% MIN. N UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER DEVELOPER SECTION A-A 21% MAX. V) ALERT PLANNING ■ DESIGN ■ CONSTRUCTION BASIS OF BEA RING NOTE SECTION C-C FOR REAR YARD SLOPES GREATER PHOTOGRAMMETRIC SURVEYS, INC. LENNAR HOMES THAN 5 IN VERTICAL HEIGHT SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES CALL TOLL FREE 27&W YW_ZROAD SUM 4W 647 MAIN STREET, SUITE 1A 24800 CHRISANTA DR. THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42051 '35" WEST �� �� CONTRACTOR TO VERIFY SWALE FLOWLINE ELEVATION IS LESS Z 1-800-4Z2-4133 E M M TEWCU�A,CA�F<~s2W-469 R I VERS I DE, CA. 92501 MISSION V I EJO, CA 92691 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN THAN 5' LATERALLY FROM FOOTING. FOOTING BOTTOM TO BE CONSULTING 9M.676AD42 • FAX 90 .676.7240 • wwwAW.mn �909) 686-5103 ON A MAP OF TRACT NO. 29286, MB 298/86-89. MINIMUM fi" BELOW SWALE FLOWL I NE. (SEE SOILS REPORT) x DATE OF PHOTOGRAPHY 8/5/98 (949) 598-8500 i TWO WORKING DAYS BEFORE YOU DIG LD02-203GR Q J CONSTRUCT I ON RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE Q�p F E S S 1p DESIGNED BY DRAWN BY CHECKED BY Drawing No. o ��� M. BOECK R. SCHAUBERT M. TYLMAN RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��� ��,� jy �, Contractor CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ��� `�� y� I ans Prepar d Under The Supervision Of 1) 011_�n COUNTY BENCH MARK T-46--81 RESET 1997' JQ¢ 3 3 d3 T EASTERLY OF THE CENTERLINE OF SR-79 AT �' ACCEPTED BY: DATE. PRECISE GRADING PLAN _o Inspector THE SOUTHEASTERLY CORNER OF THE,BRIDGE 1 - 1°° � Exp. 3/31/004 Date: -7-44/Z)3 DEPUTY DIRECTOR OF PUBLIC WORKS Q TRACT 28828 �' OVER SANTA GERTRUDES CREEK, 4.5 M I CH EL . T AN RONALD J. PARKS i NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL �f' C 1 y Iv yam! PHASE 1 Q Date Completed CONCRETE SIDEWALK. lF OF CO R.C.E. No. 43 90 Expires 3-31-04 - R.C.E. No. 19744 Expires 9-30-05frr - a ELEVATION - 1097.163' N/ALOTS 4 TO 29 SHEET 1 OF 3 i SEE SHEET 3 I EE SHEET '3 N -----m^- N 111111 11,11, 18.9 7 TS PE 1117.9 TS 8 PE 1117.4 9 10 1 EVC _. _ ---- - ^ -- . -- _-- ACE 2+c p PE 1,16.9 ,,, I I �G. 0 R P r �-- PE 6.2 N SEWER ANN A R I ' •�� r �� 2• A 149.45 -- N47.31'51"w - 17.7 65. 11' l�c`°v 67. 12' TC 11• rn G FG 16.9 77.09 Y24 17.8 F 17.1 Ln FG 16.3 17.3 S'. L'I T 1 SEMIER ._ . _ PAD -F p FG TS _... . ._- N 'L - - f _. - >-r\ 17.3 o, I 1 __ ...-.. _�__ _ _ FG ao 5 - - - . 16.7 .. ... . . ... o TE , - 16.8 MIA R � I y �►, �� 0 17.3 r N I _ _._ � 1 \ z N FG rn n . �• j 15.8 _. - F�' ;\tA' o 17.3 16.7 I . ' 16.4 N v 16.3 - r -�.p �FL I - I __.. x WATER 1p ;.� I �� o _ y I I T » Hi to FG k z � 1 - 16.3 15.4 1'11 C6/ o I 2 R }N FG - 1 ►� = H �' B © 0 16.9 16.9 o Z 16.3 I I M U' I9 " ��", I FG FG FG 2.0� V 1►R r Z` 0 17.3 � �' ,�� hF = 1118.0 FG z_ 16.3 I N ' - - - 1" AV/AR I I BVC � r -- 4 9 Z = „17.3 - ® - GF=,117.5 1 I FG 2 R l o I o I - � � a 2: 1 SLOPE 6.17' 6 6.33' .1 B A 10, � I � / 39 �O - 109.2 FF = 1118.4 Al !►� o �- 16.3 N 44 1 r ti 1.0% MIN .0 k G ? - FF = 1117.6 �PE 1117.0 ? j`' �r. PE = 1117.7 F I �0 , = 1116.9 Oo = 1116.3 FG � I T 0 13.1 00 1 -1116. 16-97'- _� 0 TS X ?s ��,. EH I z Z• 17.7 © © ❑ 14.3 14.3 Ln \ H FG 16.3 _ I o 17.3 .7 0 N I S \ FG FG \ FLS FG j0 16 5 Z �,'�'' W I I \ .•. 17.0 0 o FG 'ry z I �\ 14.1 4� I �1h 1 ©17.0 17.1 o FG � : ► _ �\ A3 R ® HP I C A p ' 7.4 FG FG 4 ti 3 \ h 16.9 I 16.3 I �i FG ?6 p X-_67' 16.63 16.0 �� FG I - '� 316.1 S FG = 3FS-GB �-(;g F FF 1115.016.2 SO \ 6 G FG 1 n 17.0 016.4 016.2 oFG / PE = 1114.3 P5.61 TG 3 FG o FGo ro jCb � ^t 5 GF=1117.1 • 16.9 15.6 15' FG _1- _ 16.9 FG --Ge 15.6 FL 16.1 15.78 c o / 1.OZ MIN S fi FS FG 15.4 FG FS-•G8 as / 1112.43 �n _L S �6• C� ,� 0 13.4�� _ 15.33 cv 12.52 � ST. LIGHT - �- - �` g�• �i� g 11' • 2. ` _ _ -.Gg FS �, IM 2 •CO~`S 15.26 a 0 N 14.21 'tiM / R 7.42' 2.0% cv ! 16.6 S / ti 'M S N f / MIN �I 37 _._.__.. _ ^' F F��� \� I `�i 1,1'X 2.4z 0 FS ` / DWY, W=13.9 12.62 n GB 15.05 �� � �� 9.9x 14.3 14.3 I FS c�5 14 2 t p`�' 2,4X FS `�' � ,� � � 14.08 - J FG FG � 17.1 5 17.7 V) ! $ - --- 19.54 24.64' I FG 17.7 0 17.7 1 ' - _ _ - � - ,� 1 17.7 FG rn FG �+ cr J,�3` S 42.70 14 71 ' FG ►� �' �+,"89 1 ,� D 73.13 * �✓ a' �� � 18 Cc 13.0 aLi °0o17.18 w S _ CL >� S� I 1 � _� o GoST. L �CI-IT ------f- N 2'Ox15. O� w N ,•0�MIN13'65.9x5,5 . w J - � 19.7 � •- � r. I I �y 15.88! TC '�� , cg �1r�' } m �' Xg / 15.9 I �G Cq 100.15' FS /, �s w g �' N �'"� v ►r; Mi •,. �+ •�3. 5 03 TS I ' / 3MC 2.OX Off" 17.7 10 S) •A�) •-.7 h, v w a,.,► 'CO ,��'G a$ n ��' y / �� 13 1 I MIN �H FG 17.5 17.0 97, F ao r '` w fir-- an r �,� + ,�� / `L' f1C 10 Or 39 FG FG wY, _ �� r- Sl 7� & `' 17.5 - 10 w-12. WILLIAMSBURG PLACE 1 W -►� _ p o' 3. 9'55"W 1 1 - `� '�' ,r�•SO o - 1�.2 I FL 11' • 2. 2 10 4 v, �' •� j W 10' R 15 v- - 13.92 TC 13.81 TC w O��O. 1 ' j. 15. TG r- N 1.O% 4 4 -� - ?•�7 �I t 3 I 15.02 TC N to >- - --t 13.46 IE 13.35 IE 15.3 IE 15.63 TC 4 4 14.56 IE co °° �• r `M WATER-- '\11 a ��� `.�.. �F1�• .9 17.7 FF _ 1118.4 1 5 w _ .��V' c� «� '`�V � ,''�G� N p,�' Y- 12 S 3 R F •' I __ .• I '� I FG PE 1117.7 17,7 7.7 15.fi1 N � FG TC w % `� V 2 N N 11' • 2. 2 I S .19' S �► 5 �� h• FF = 1115.6 1 20' I 16.5 --{;g N �` '� � 11' 617. 2 � 92.16' S; X PE = 1114.9 ,r�•9 _ f ST. 17.2 - - �•�N � L I GH�` `V�+ � �` r �v w g 7 4 4y6 - - � - ,. - - � 4 13. � 3• (15.28 TG - FS !14]82 FS 14.51 rn 3 13.68 i E ``� 14.07 TG 3 1 F �� �' 3 FS cn N FS N 'P 4 13.57 I E o 3. 71 O S - 5 s• '� �� �• � - Fs � °.05 �50•! _ - � 1 � o. 15.7 cn 15.fi N tx Ip, vi o S a� - 1 N 15.1 N 15.0 N �� �- 'S rn ,4► I 15.7 i�-G8 16.4 FG 15 s •� ��• o� l,I) c r of �� Q G • r FG 16.4 15.1 H \ ' cr`_ " M 6' 6" FH .56 _ 1 °' '6 1.6 �-G8 9 p " FG �-�8 14.7 .5 15.28 14.5 .5 I GF=1116.6 6 FH - k Frs s F .82 0 Z o 15.9 `rm 6 FS-,GB k� N 1FG \\ .2 5 r� / I f � ° S ? * �� 15.49 N N GF=1117.1 , O FG a 7� 5 15.5 15. - j ry FS 16.5 0 .� o FG FG o 15.3 o S• M 1�r•9 MfN / I 1 4S FG �5 ti ��J o Fp 1 ' 17.7 0 v` o © G !� 1 r 17.5 iD 16.3 I FG 0 I - 0 m.... -._....__ TS f r �' FS o �7 44 15.8 16.78 17.1 I o 4• 15.8 7) �� FS FG r , 0 r�°-� 16.2 o FG �5 18.45' 9 °. 18 17.1 5' o FG 5' I rj Q 0 MIN• �`�, •) 76 0 18 17.2 o FG o t I o 9 I 10.07 G - Q - I Q 16.4 18.7 �o• ,t I FG N TS E H 17.3 0 _ 0 o ry• ti?• �5• N 1��• .5 •�► 1� f ? FG opt- g ® co oEH GF FG y f I a' 1 / -_ r /-1R o 5el A A - ? z FF 1117.6 .1- Z z ® O- z GF=1116.0 k;1 . / r _ 2 15.6 O rn 2 PE - 1116.9 o I ® �, Q r4 G FF = 1118.4 �"� N ? 18.9 FF = 1117.1 a� C FG - rn .y I PE = 1117.7 M LFG I PE = 1116-4 I - I 6 E FG cry A o E H I z FF - 1116.5 0 '�G �• EH z Z FF = 1116.0 �5 II �O 16.1 16.4 - LLI GF=1117.5 � 16.9 PE = 1115.8 0 _ G ^� ...__....:�.^ - / � Z � 16.9 FG E H 15.8 PE - 1115.3 F s. � 15.9 I ,� , I r 17.3 2 R FG .3 16.4 16.4 15.4 - � � FG - TS II a �` •S �0, FG ® FG FG 5 FL I 3 '1," A N 1 N 15.8 15 4 L 10 16.3 15.3 C . ,y G I o 15.8 !� 15.8 \ z FG ,r o �• 1 = z ae FL '1 o \ 40.62' y o- '� 16.3 I \ G FF 1118.0 I FL z - -HP - 15.8 1� TS ;1 _ 1 - - PE = 1117.3 17.3 - - _ FG �i�. I �� �� - FG 5' 16.7 N 15.6 - II �G w 18.7 37 15' 17.3 41P 16.2 ao N f ~ z FG o Z o / 0 16.8 rn 0 16.3 1 ai - 17.4 ►� 7 - N 17.3 Ln - TS Ln N TS �. N 16.3 • co 17.9 TS ai - FG 17.1 ^j o a� E o 57.18' 33.46' 29.55' ~ TS 66�� I z \ / 9.87 81.76' I �`' 18.3 9 ST. LIGHT II I °D \�l6.6 TS 65.20 2: , SLOPE MAX. 111 40 rF` " 18.7 41 42 s Ts 74.1 41 _ _ �, a �G N 7.71 SLOPE VARIES �� / cv ST. LIGHT N �� / ` m 13.24 \ ` ST. LIGH IRRIG LAIC ` 3_ R ,1 � in AV/AR ,� G _... _ --_---_- Sr' LIa-1 0 ST. L I GHT -------_ ----- 3.00% _._. r.11 - 04 LAKEVIEW ROAD ST. LIGHT 24 25 _. LID w a ENHANCED REAR ENHANCED SIDE BACKWATER ENHANCED REAR ENHAN D SIDE BACKWATER � ' 00 ELEVATION ELEVATION VALVE ELEVATION ELEVA ON VALVE rn CONST RUCTIOH --QT-E LOT N0. LOT N0. 11 X RIGHT NOT REQUIRED 18 X == NO `~ T REQUIRED w UNDERGROUND SERVICE 2 INSTALL 3» P.V.C. SCHED. 40 12 -- NOT REQUIRED 19 X NOT REQUIRED v ALERT PLANNING ■ bE!lICiN ■ CONSTRUCTION �3 INSTALL 6 GRATE PER N.D.S. N0. 40 OR EQUIVALENT __ __ __ w 13 NOT REQUIRED 20 X NOT REQUIRED Uj CONSTRUCT PRIVATE DRAIN THROUGH CURB PER 20 0 20 40 60 14 X LEFT NOT REQUIRED 21 X RIGHT NOT REQUIRED C&�• Ta�• F ■ ■ ■ 27555 YNEZ ROAD,SUM 400 DETAIL ON SHEET 3 z 15 X RIGHT NOT REQUIRED 22 X LEFT NOT REQUIRED o 1-800-422-4133 �A,CALIFOFMA 92591-4679 miiiiiiiii C E3N S U LT I N C3 909-676.8042a FAX 909.676.7240 - www.RBF.com 15 X LEFT NOT REQU I RED 23 X LEFT NOT REQUIRED GRAPHIC SCALE 17 X -- NOT REQUIRED ca TWO WORKING DAYS BEFORE YOU DIG LD02-203GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY SCALE RO�ESS10 Drawing No. o �'� M. BOECK R. SCHAUBERT M. TYLMAN RECOMMENDED BY: DATE: �� �� QE TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL04 �`� �v�� r��' �y� I ans Prep ed Under The Supervision Of LO y _ ACCEPTED BY: DATE: 3 3 M3 PRECISE GRADING PLAN 0 Inspector c t or SEE SHEET 1 1" = 20' � No.43090 Z a3 DEPUTY DIRECTOR OF PUBLIC WORKS a LO P Exp. 3/31/04 , Date: RONALD J. PARKS TRACT 29928 2 Date Completed VERTICAL �l7 Cl �, ��� MIC AEL A. �MAN _ PHASE 1 Q C p eted lF p� C�`�F�� R.C.E. No. 43 90 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-05Y. N/A fir iaee-- a •� LOTS 11 TO 23 SHEET 2 of 3 • r INSTALL POLYETHYLENE PLASTIC JOINT MATERIAL R/W 4" WYE AS REQUIRED 1 1/2" MIN. COVER "QUICK JOINT" OR EQUAL , 50 FL OF PIPE 1/2" SIDEWALK INSTALL REMOVABLE ABOVE GUTTER 6" ^ a k-";-;-•` ••,_--�- .-V,_ - i(-'`.' :�-`y M1.,.`•'� FLOWLINE PLUG ' -° -' _ INVERT ELEV.. A 4" PVC Tc 117.35 '� • _,`, , ' ;, '' "`_ - - ;r ':w- ti. r PER PLAN 19.0 ;� 1.OX MIN 2% 18.7 1= LL- 19.8 f76D . 19.8 IN FG'S Fj' 19.fi r._..- g„ 6„ Nz ,:. , .,�.122.01 ' FG��� 19.81 .0% MIN �n 18.8 18.02 19.5 a30.41 ' 18.5 •4,Z 19+03 16 FS FG 2.0% FG 25.52'19.28 _19.2 19.8 1 10 .5 �� a, DWY 111 IFS -1 FS-GB o _.1 19.3 17.92T- W=12PffiVAjj DRAM T100" M1 5' FG 19.8 O 19� �t FG FS 59 n ALW._ 19.fi 1INV ELEV PER PLAN---- �� 21 .4 t FG FG �: 19.13 17 2.0% FS--G,B11.2xI FS o S_ FG © 10, 0 _ " CURB �C GUTTER EH I 31 3"x4" REDUCER 4%4%4" TEE do 19.5 16.42 19.3 „ FG PE = 1118.1 PE 31117.2 3 MIN PVC (SCHEDULE 40) ;� I �,�* 19.6 IS I 2 ® 85.07' 3" MIN RECTANGULAR CAST IRON PIPE 0 2.0% FG I� I 2: 1 SLOPE 45.97' o, 4" MIN ROUND CAST IRON PIPE cV _ MIN I 28' 28 I 2.0% r� 19.8 D 19.fiE 2 R ® 19.8 FG 12.21' MIN " \ cn 0' 1 g' 18 10 I - 19.8 FF 1120.5 19.8 I \ PE 1116.9 rL-FP B FG I I FG PE 1119.8 FG X19-.1- N 15 '� \ 87 W I 1 p' 11' 0 .0% 2 I f t 16.1 � ,f G 15,7 1 \ -61• ' FF = 1120.5 19.5 I I - 18.4 I -Ff' FG '� 1 \ E 17.37 TG S MIN 7.02 - - 1 • 1 1119.8 3 G 3 16.87 I 7.13 T 4 I 1 11 N - 0 F 5,7 _ 2.• ' 1 \ i 19.8Ql , 910 &p 6.67 I 19.75 - - - - / ` ow G 10 6 r N 7 02 25.98 - 01% MIN - 15.8 o z�� 19.3• I 1 I �� 18.6• 124.10' FL 1.0% MIN 48 7 TC .��• �X 1 p 10' 1 19.0 - 00 T G 16.3 15.6 - - - ---- - , 5.81' 6. 4 17.18 17.9 O © Q1 FG g 16.3 N `' \ 18.4 1.0% MIN 2.5 w rE F5 rL II r i . FG FG 17.8 _ 18.7 18.8 �- 4 c7� 18.9 10 f�-GB �^, 18+3b 86 I FG 10 f��•P j 1 fi.3 /04 15,7 2 6 15.7 15 W 0 17.26 TG S n 1' 0 2.0% DWY I - o F'G FG • 1 ` o I FG `'�•v' - 18.7 18.7 3 16.76 IE I � 1 2 w=16. 1fi.97 8.4% FG .A - FG G FS � 111 /3 Z- 5.9 FF 1116.4 2 \1 a 40.57 I g 1 I -z ® / PE = 1115.7 '��, 38 rn 31 .5'± 18.9 © � 16� ® C 10 Cr� s LO _ 10' FG 13.9.1 �' ? I = � 18.7 N 19.0 •O; FF = 1119.7 2,px ^, 01 FF 1117.0 N� EH , a, 1 FF = 1119.6 �. I 1 a► o' aD �-+iP = FG rti PE 1119.0 MIN I " ao N PE ,,,8.9 PE ,,,b.3 0 .� ` �, �• .. . Ro�D S RT cmc �o, 6" FH 20.56 E H I 1 18.s � � _ 5 I EH 16.69 1�•q FG P-4 I (a FS ao 8.23 15.7 �'•I 2.0% - .55 FROM E a' •4 19.0 19.0 .3 16.0 10 18.5 � � � � - , I 14.3 ~ FG FG 24.64 FG MIN FG 13.3% 16.49 DWY, W=16 4 ,� • \ 5 16.3 15.0 _ G \ 17.4 - 12. GF=1116.5 FG FL-B 15. 18 h�' �wlvk o 1, I -4 _ FS .- �d'b 18.9 .110, Qp, 010 O10 - rn 16.2 . I FG 17.7 _p� 16.26 - 15.2 x"44 15.7 1• �5 F G 18.3 MIN ;n 6 2, co TC,EC n 1.OX MIN N �'' �-(,T3 0 10.21 N h G F 9 1` 116.5Ch g FL - - - �-� \ �! i ."?f 14 15.7 1� I '� T r6?? 2: 1 SLOPEy ;� -+�/ o44 FG 12.48 FG 5 FG ?S• 13 �5• 2 �` 6 V / 14.40 o r � FS � 0 13 3R FG 1N • � I � �� y N r � - 3 •35 O � M � I �N FS 14.20 f T 12,ds TG •s8• s 6 A 0 FS 099 3 xE �..� . 17. 16' S $* 17.97 11' 0 2.0% S 5• 14 FF = 1115.8 \ rn FG 1B' \ S PE f6.67. X6 `�► G oo G [a • I 1 r �$'3 \ N ti� rS � N ►p�ti� � � F 2,0� 0 \ - `� R f 3 °� .� �, ,� �, o n ^7' �' CQ cV 2.63 •of \ r.� \ 16. 8 �A 17 N38 45'13" rMER ; 1 4 - <6ry 1 s NEW HAV v �• s tI� 3 16.06\ A 1 n _ o D �, ,�o y� \ 1� FF = 1119.0 ��• -- '� �`V " cv rn _ �'� ;'- PE = 1118.3 FS w �� °° °,,�' ' >-N 13.78 TC ti� s 1 0, ^' ` G l 1 1 . , 3'cT ry. 1 h� /� e 4 IE �,n o » 13.32 IE �� R, \FS v' FG _� 4 I �a' S �h' ,�h' 14.69 �e �G �, WATER • v � \ � �� 8 px 4' � 1 �' EH o w w 6 ,'z• �3• . � 108.2 U� 16 $ �j• y� \\ 2 " - �oj 0 ' FS �q,' 54.67' 24.43 6 2 15.87 3 13' � � 2 S �? 3.2X FS 14 84 S N 6� ��� 3p.15 -~ 1 O%MIN - 41.6 . S X2.7 20.88 '54 40.99 S 49.21 14.76 63.56' 0 d��• �� 17.91 •1 u� 10 10 13.8 r f r, 3 " �� r 2 �n 14.60 4 - S 4.53' C N 'L°w �-GB 10 10 10 4 10 Q Q.5 i,► 1 G3 0_ - r, 8 5.64 - 15.41 TG 5 0 \ 6 ry K 16.fi N 12.63 12.86 O FG I F r M o 14.9, FS cr ca`t 14.29 r- fi 0 14 w 00 W N '�. f s (0, ryh `� "� FG N 15.8 N a� FS 3 14.04 TG \ u, TC FS 9.6% i 13.9 N� N. 13.54 .9C G I LO 1•D�- � �. 16.1 16.88 1571,5�Q • fi \ , Fj5' 3• 56I 74� >> �� F5 8 ,fi.6 �� . � 12. - 1 � us F •.9 8 16 6.84 o FG 5 GF=1116 16.2 - G r •7 GF=1117. 1 5 0 '4 FL-t� l '�`�'' FS 1 2.0% O °� 17.2 .- 15.8 FG 1 \ G p �� --" ti • '`a' 2 `6 16.9 0 17.3 © 16.5 1 'ti 24 MIN I 77 S• ,�; FG FG FG o FG 0 .44 G 16.1 \1 �►/� A 1\ I 'CG •S .5 0LLJ ., 0 FG 1 117.33' " 5 I o 16.0 - 0 w o I �� I 2.OZ FF - 1115.2 1 w � W ^ .� © o F5 a o » 14.5 A/ PE = 1114.5 4.3 - 1 FG H 70• I o © Z 0 15.1 0 1 N 3 0 I I � 1 �: EH � � I ,2 � ? .-. i ® I 15.9 w I z A 0 5 I o W 3 R 16.4 �f�o - - 1 ti, y\ rn z FG o j 1 .30 14.5 14.5 1 ►- FG I � >>? � � �t FF = 1117.6 0 � o © I � T ,EC I FG , a f�� B I - ,� z I w h r GF= °� PE 1116.9 1 0 I�, .1 1 R I - ^7 \ ��' �`�8 _ / 17.4 /2 16.9 � z 1 o z I S 14.0 p o rn I ( G FF _ 1118.6 ��� FG 2 R FG 8 - '�$ \ PE = 1117.9 O� 0 C I 16.3 FF = 1116.9 I r' � -1--0-% I r 70• .- 16.8 \ 16.9 = 0 0 12.14 65 \ ry ti lj 1 - = 16.9 I PE 1116.2 I I ` 113. o FF 1118.1 - FG ' 7 PE = 1117.4 FG 0 I 44 I TC, 2.9 I'G.4 EH I ► _ � I E o 8 z 16.3 16.2 -- Q'4 17.4 _ 5,96, cv j I FG 16.2 I w FH i FG o - FG > 6 N- N �� •7 r j 17.4 cv j - -`' �t I I �� av 16.7 o z I ci Q G _ \ .. I 1 f 16.8 1:7.2 � � �� � cw ` N � o _ I C.._. , o 7.04' aD ;n - N M 39 cv QD 2.0% W c•, 160.04' ' N o i ARBOR PLACE �� m 67.69 I I ANN ARB 14 6 TO?' �"� �� PE = 1117.7 13 12 TC1 Off' o PE 1117.3 PE 1116.9 11 I I 0 PE 1116.3 i r`' LOT NO. ENHANCED REAR ENHANCED SIDE BACKWATER ELEVATION ELEVATION VALVE N S�q�F 4 X -- NOT REQUIREDLO SEE SHEET 2 5 X -- REQUIRED w 6 X LEFT NOT REQUIRED Q 7 X -- NOT REQUIRED a CON TR CTI N N T 8 -- -- NOT REQUIRED N 9 -- -- NOT REQUIRED rn Q INSTALL 3" P.V.C. SCHED. 40 1 10 X LEFT NOT REQUIRED w UNDERGROUND SERVICE " 24 X RIGHT NOT REQUIRED V) `= ALERT PLANNING DEBIGN ■ CONSTRUCTION �3 INSTALL fi GRATE PER N.D.S. NO. 40 OR EQUIVALENT �4 CONSTRUCT PRIVATE DRAIN TFROUGH CURB PER 25 X LEFT NOT REQUIRED 20 0 20 40 60 DETAIL ON THIS SHEET 26 RIGHT NOT REQUIRED z CALL TOLL FREE 0 M ■ 27555 YPEZ ROAD,SUrrE 400 27 -- -- NOT REQUIRED o 1-800-422-4133 .SAA 92�,-�79 CONSULTING 9M-676.SM • FAx x.676.7240 • wwwJ�F.com 28 -- RIGHT REQUIRED TWO WORKING DAYS BEFORE YOU DIG GRAPHIC SCALE F-29 -- -- NOT REQUIRED LD02-203 G R Z Q i CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY � Drawing No. o �� Q�0 F E S S 1 p�,'l M. BOECK R. RECOMMENDED BY: DATE: � DEPARTMENT OF PUBLIC WORKS Q p SCHAUBERT M. TYLMAN CITY OF TEMECULA Contractor HORIZONTAL `S Plans Prep d Under The Supervision Of „ - ACCEPTED BY: DATE: 3 3 03 T PRECISE GRADING PLAN w No.430903 Inspector SEE SHEET 1 1 - 2O DEPUTY DIRECTOR OF PUBLIC WORKS Exp. 3/31/04 Date: Z 0 RONALD J. PARKS TRACT 28828 VERTICAL sr 01 V I �� M I AEL A. MAN - a Date Completed 'jF l�o�� R.C.E. No. 43090 3-31-049-30-05 � :.�._:__:== PHASE 1 0 OF kExpires R.C.E. No. 19744f a N/AP Expires LOTS 4 TO 10 AND 24 TO 29 SHEET 3 OF 3