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HomeMy WebLinkAboutTract Map 29929 Lot 5-8,26-28,45-47 Precise Grading GRADING NOTES Tract No . 999 .9. 9 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. ■ 215 15 � r 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE recise r ding P1 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 . HAS 0 S5TO87 6 TO 8 AND 45 TO 4 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. a ate o a i ar � ai 15 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENTr� i oemecu SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY s 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 �4 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB TC ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, N DAVENPORT COURT GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. TOP OF GRATE TG vo 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG �S TOP OF CUT SLOPES. EDGE OF PAVEMENT EOP 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FLOW LINE �' �� ml ONE FOOT. HIGH POINT HPIL 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF ..� p \ THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES FINISHED GRADE FGVICINIT Y MAP DATED AUGUST 15, 2001 . ' ti\,� A ,:,, ��;\ `;.,\;: W \ `,�ti `, : _ �, NOT TO SCALE TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE FINISHED SURFACE FS `'�'`'� 5 ``� ` 8 �' ]N" 3. \ \ ' �9 30 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- \\4 ;\ �\ �` ,, c 4%9 ' 31 MENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- GARAGE FLOOR GF 0000.0 `\ \� `' ' ' `�` `�'� �' 3 �. HIGH POINT ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. _ ` �': \` ���`� , \� �` 3 ' 2 PAD ELEV. -0. MIN. L 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING PAD ELEVAT ION PE 0000.0 BRISTOL ROAD A DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- FINISHED FLOOR FF 0000.0 33 z I TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR T EACH LOT. WATER SERVICE 4 or 4 4 `4 S ; 4 4 7 4 ] 3 I 10'Trr. 1a'Tp. I 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL s ;. 4 4 I SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL SEWER SERVICE CE ----� nl s0 , ,. ti,.y ' 45 VARIES ( AR S*]k* JRI S(; BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE ac 43 - 4 I "°E B * VARIES B " C I FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT DRIVEWAY w s 4 3 I *** � ) I CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. - - � =I � � 4 7 I SLOPE � oc 4 4� 4Q `39 � I PAD PAD I 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS - _ _ - m 2 7 4 Z FF z z FF z BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 3 I I + LOT NUMBER MATERIAL. 1 1 �, I NEWPORT ROADr 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 4 I I MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. UNIT TYPE/ELEVATION 1 illillooF 4 g I I PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT A "" z ? I OF FILL MATERIAL. N 5 3 7► I � �� INVERT ELEVATION IE ] o 1-ft 10z'�kbo 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF S� s PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL BACKWATER VALVES Bw R W SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO N S ADJACENT PROPERTIES. ENHANCED ELEVATION TYPE- EH s TRACT 2W39-1 TYPICAL SIDE YARD DRAINAGE 3 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED AMOUNT OF EXTRA DEPTH LOT 12 4 BY THE DIRECTOR OF PUBLIC WORKS. FOOTING REQUIRED � 3 � DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY s�, S WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE �F` DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE EXTRA DEPTH FOOTING CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO / 'oo+ S 3 1 VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS 1 .5 5 30 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES ( ) IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT s MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. 9 ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING ..BAY RO R PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- VARIES *** VARIES *** " TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 6" MIN. 6 MIN. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 3' MIN. 1 ' 1 ' 3' MIN. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 6" MIN. MUDSILL MIN. MIN. MUDSILL 100 0100 200 30!6iiiiiij0 MUDSILL FG FG 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE IN GARAGE AREAS PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES SILL IS 6" MIN EXTRA DEPTH OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE GRAPHIC SCALE GARAGE FLOOR �, -T ABOVE GARAGE FOOTING PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 7. SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, ,%', ";%;' LOTS INCLUDED •= FLOOR SLAB =PAD ELEV-FG 12" MIN. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT '✓' WHERE NECESSARY •• c IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER 12 MIN. 10.R. GARAGE DETAIL 2� MIN. 2: 1 MAX. 6" TYP. 2% MIN. M 21% MAX. MIN. 21% MAX. do 20. FINISH GRADE�� SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT SECTION B-B �LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. CONSTRUCTION NOTES & QUANTITY ESTIMATE N 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. NO. ITEM QUANTITY UNIT SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES 42' 47.5' 45.5'_ i it i CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS Y 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR �1 LOT GRADING ( 10 LOTS x 50 C.Y. ) 500 CY �� � THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS o TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 1 2 3 A MINIMUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) m Q2 INSTALL 3" P.V.C. SCHED. 40 PER PLAN 143 LF � � g 23. APPROVAL OF THESE PLANS BY THE CITY 0R ITS AGENTS DOES NOT RELIEVE P/L r VARIES *** THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- �3 INSTALL 6 GRATE PER N.D.S. NO. 40 OR EQUIVALENT 13 EA 0 00 ;n 12" MIN. ABOVE PAD ELEV. 3' MIN. 1 ' o RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON CD REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED �4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. 303 13 EA � ROUND OFF TOP MUDSILL MIN. fi" MIN. TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CL 0 0 P/L FG ■ EXTRA DEPTH Q pQ P�P� FOOTING TYPICAL FOOTPRINT qo Q�FL =PAD ELEV-FG SCALE: 1 " = 40 ' F'Q�F F, WHERE NECESSARY 2: 1 MAX. �qFG S�OQ 12 MIN. fi" MIN. 2.1 2% MIN. N SECTION A-A 21% MAX. FOR REAR YARD SLOPES GREATER SECTION C-C i PLANNING ■ DESIGN ■ CONSTRUCTION SOURCE OF TOPOGRAPHY 0 WN E R Z DEVELOPER THAN 5' IN VERTICAL HEIGHT ��� SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES � BASIS O F B E A R I N G N OTE CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS PHOTOGRAMMETRIC SURVEYS, INC. " THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS 27555 YNEZ ROAD, SLATE 400 647 MAIN STREET, SUITE 1A LENNAR COMMUNITIES THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42 51 35 WEST A MINIMUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) z TEACECULA, CALIFORNIA 92591-4679 CA. 92501 391 NORTH MAIN STREET, SUITE 301 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN RIVERSIDE, Q C O N S U LT I N 6 909.676.8042 ■ FAX 909.676.7240 ■ www.RBF.com (909) 686-5103 CORONA, CA 92880-2006 ON A MAP OF TRACT NO. 29286, MB 298/86-89. DATE OF PHOTOGRAPHY 8/5/98 (909) 817-36000 LD03-i=R, CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD BENCH MARK QItF E S S tO DESIGNED BY DRAWN BY CHECKED BY 9 2 DRAWING NO.SCALE o �e JE/MJB JE/RLS MJB RECOMMENDED BY. DATE. CITY OF TEMECULA � � w 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN C. CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,��� '�� yr ANS PR PA UNDER THE SUPERVISION OF u') COUNTY BENCH MARK T-46-81 RESET 1997" z ACCEPTED BY: DATE: EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED No.63494RONALD J. PARKS TRACT 29929 PRECISE GRADING INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE Exp- 9/30/06 DATE: _ _ 1'�L�l w'd� LO OVER SANTA GERTRUDES CREEK; 4.5' ATTHEW C. HICKS DEPUTY DIRECTOR OF PUBL I C WORKS NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL Jf Cl V j`. �ti� !� PHASE 4 DATE COMPLETED CONCRETE SIDEWALK. �lF 1F�� R.C.E. NO. 63494 EXPIRES: 9-30--06 R.C.E. NO. 19744 EXPIRES: 9-30-05olr-_-=:hea"" oQ ELEVATION = 1097.163' AS NOTED �F C 1►� f� LOTS 5 TO 8, 26 TO 28 AND 45 TO 47 SHEETOF i 1 �- 11.0 LF 2 1117.8 MI 23.04 16. • 2.0% PE 1119.0 R I M %Pl Tc F, r 4 1116.84 TC W 3.1x r. 1% MIN 94.84' 1116-M I E I !� N P 1118.7 \C0. $ 17.10 TG 3 FG FG 2% - 16.60 IE 1 N I I I I A ® MIN W I 9 1118.5 �^ I 1118.7 FF = 1119.5 HP-FL w V FG PE - 1118.7 17.83' I 0 � J � � FERa i ,6.89 q DWY 11+7 .17 FS I YSA B EL BARN ,-�► w=lfi.00 16.e1 10 ELEMENTARY SCHOOL O FS 9.2% " 1118.7 1118.7 I 20 0 20 40 60 1 0 FG FG 33.1 3• X - 1% MIN 18.7 rc w GB--FL . 93.98' F� GRAPHIC SCALE � _ � 4• 1117.5 GB-FL 1r 23.54 tRIM 1 1118.3 FG 1118.5 1118.5 WALKWAY AND PER LANDSCAPE kti 16.73 ao FG FG I ARCHITECT'S PLAN O q MY 11+3 .42 � FS ao f�tlN G _ W=18.33 16.64 © PE - 1120.1 = 1111 PE - 1119.5 . I I FS w 1118.3 0 24.46 EH HP-FL ,� © PE = 1120.3 40.61' 67.00' � RIM '1 PE = 1120.5 80.20' 24.42 2: 1 SLOPE w 1118.5 3 R 254.24 R I M os $� _._ W Z 7fi 61 2: 1 SLOPE $ W �I o FG B ' _ } } _ - T 16.9 Ln _. � OD � _,.� * FG � � 1'0.5' 118.5 FF = 1119.3 10' 24.29_' 35.37 � ., 55.17' �� �_ 23.10 Y r r �' ''' " G PE = 1118.5 RIM Q I 1115.1 16.1 1115.9 - z ao 2 �+ 15.3 � HP-FL rn FG ;� FP-FL $ o $ 16.55 TG 3 1118.5 � 24.1 T 19.7 _ �? FG M N 2 16.0 IE o FG 27.2't FS FG 2 (10 Q, o 4 1116.29 TC O 2.Ow 1117.,F � 18.5 18.79 1 STEPS _ 1115.83 IE TS - 1116.7 7.7x GB-FL 1 O 0.5 00 Q � 6 48 N Z 7.78' N z o HP-FL 16. - - 93.12' F� 18Ffi0 0 18.65 w FF-FL rn -� _ n I m r- 16.54 TG N po TC 3 �I� ° 1114.9 ,0- 111 .28 TC w FS GB FS HP - UJ r- 1115.3 1115.3 4 16.64 18.1 a, --- !'j -FL b 5' FG FG 1116.1 1116.1 N "" 0 1111-82 IE 2 11 0 FS -F P K z 115.1 _ FG FG '0 dl" N F-1 ar$ FG 1 1.8% f o II �, ,. FS• Q o 1� I� ® "' 1116.9 1116.9 16.41 18.s 2 R '�'t t 1 c C n FG 8 28 FS 1119.7 n \y z r,,- z 2 FG 1 R FS 45 3, B ® FF = 1116.1 © ? ® z 1 18 18 1 $1 ,� CA FG 1119.7 • t ` - PE = 1115.3 \ A / �+ �: FG �G ry FF = 1115.9 >> z FF = 1116.9 z T- '� PE = 1120.1 `�) 18. 18.4 / / 1 H PE = 1115.1 fir 1115.3 .� �, FF = 1117.7 5 5 �� FS � 1115. � 12.5' PE = 111 fi. 1116.9 � z C 0 FG 3 S/W ( S/W 49 - z 1115.1 I K KI _ �9. , 1115.1 FG EH aK \ FF = 1120.5 ? FG 1114.8 1116.1 " foco , FG 0�, 9 GB FL2 FG 15.3 ( '=1115.6 .3 GB-FL FG 1116.9 5 6 FH 3, >>, r: K PE = 1119.7 EH k 1116.1 1116.1 GF=1116.4 5' 1116.9 FG ,y 1114.5 � 17 ''�' PUE 1119.7 \ry 1115.1 •5 F, "� GB-FL k FG FG FG ►•h• 1 T ` 8' FG FG •� '`ti� ❑ 9- 1115.31116.9 ��,. I 6 28 G 3 1119.7 .0 - /GF=1117.2 FG 1116.0 15.78 IE k 14.6 �` ^h 13.34 13.48 GB-FL �e 1119. - \ FG o N GB-FL 4 16.02 TC 1118.6 FG GF 1120.0 5 ��h• p FG ,��, o FS FS N N � N _ a� r� a, N l GB-FL O. y� r - rn l - °D 14.74 k 15.56 I E 1 ,0 LF 17.5 K 1118.9 L .� 4 13.24 TG X5.6 0 14.11 rn 14.49 � •w ❑ o, _ � 2� n GB-FL PE = 1114.9 1114.9 12.74 I E 3 '• FS FS AN \�* FS 14.97 'ti� W .Ox 1.ODM I N�- -HP ! o hk o, I .� \ 17.67 ITG .r 17.73 TG ❑ 1 2 13 g FS "� FS`47 3 17.17 17.23 I E 3 17.93 19m.low. ENHANCED REAR ENHANCED SIDE BACKWATER FOUNDATION r �' - - •` ►, O +� 17.87' a0 52'OOT S LOT NO. ELEVATION ELEVATION VALVE CATEGORY 1114.1 S '�1 w LF " ' ,fi� L=5s.7,' -- S ` � -- FS o r� 0 2 53.34 1 55.05 GB-FL ,2.95 '3.04 2 �' N O o 2.o� T R T 2 9 9 2 9- - 11. `� - 5 X N/A NOT REQUIRED I I 3?- Fs , .n 2 18. fi N/A N/A NOT REQUIRED I I ��• FS Q ���� �,�'`��, .� W + :LE 3c I,- w " 2 w 7 N/A N/A NOT REQUIRED I I v' w �"�• cp A 0 w I c~ _ �� `" �" t' r �' V � 1I * W � g 15.09TG , ej�� 3 �� o 8 X RIGHT NOT REQUIRED I I ST. LIGHT '� •c�9, °p J 0 3 s �j 6 1117.41 TC .r Q N g $ ? N o '`'ti'v .� a `•� 14.63 I E � 'Q14, `s '�c16 , G 4 111 fi.95 I E �, 11 7.01 TC a o 26 X N/A NOT REQUIRED II - ' '� 3 1114.87 TC �, �G o -. ,` 27 X RIGHT NOT REQUIRED I I �• w o C41W �, N Ox 1114.41 IE $ G 28 X LEFT NOT REQUIRED III SEWER N55'05'30"W 24 BRISTOL ROAD 25 R=1000.00' L=130.75' 45 N/A N/A NOT REQUIRED 11 err? 1 5� 1114.94 TC " ST. EIGHT � � `b � Q,ft cr Rr S . $ 4 1 AV/AR 46 N/A N/A NOT REQUIRED 11 �/. 1114.48 IE 1115.09 TC 4 $ I 47 N/A LEFT NOT REQUIRED I I ��,��� r e" WA '' N _ h ��' 1114.63 IE �i co " WATER T_ P !� 5" SLAB PER FOUNDATION PLANS , �% r� 11.0 L G N 3 r FC 2 N �_ N ' • 2.0x 3 16 11. LF 2 r N -.- - - - - _ 57_50 - $ - 53.50 S - .._.. __. _ 54_00 - - S - - - - - - - -- - - - . 45.fi8-- /� 65.00 - -o 15.35 T 3 FS " M 16.16 - " ^ - -- - v� 14.54 14.77 •� 14.85 I E 15.95 'v+ °` as F 16.40 o t� w 0 (u_ `n FS r ^' S FS � CONSTRUCTION NOTES FS o Fs o co 1115.9 T co GB-FL D 4 1116.8 1117.6 " 67' N 1116.5 GBL GB-FL 1118.5 1116.9 1116.7 a 1117.7 1117.6 GF=1118.8 FG p, 02 INSTALL 3 P.V.C. SCHED. 40 1115.9 � -1117.2 F a �� � 6'- INSTALL n 03 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT G8-FL 5 FG G o z FG GF=1118 0 1118.5 1117.6 4 0-4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER 4 4 o FG 16 6 QN K ® 0 ? FG FG'8 5 z GB-FL 4 r` DETAIL ON THIS SHEET PE = 1114.3 N © z } 2 .�� R/W 4" WYE AS REQUIRED I RED K I 1116.8 ® F1 G 17.5 1 N B " INSTALL { FG = N 0 rn FL OF PIPE 1/2 SIDEWALK - FF 1117.7 N " REMOVABLE o •1 3 R FF = 1119.3 o Y ABOVE GUTTER 6 PLUG 0 PE = 1116.9 _ ® PE 1118.5 73 w FLOWLINE INSTALL POLYETHYLENE ,A 00 0 INVERT ELEV. A 4" PVC PLASTIC JOINT MATERIAL 1116.9 � 1117 6 1118.5 1118.5 � m % QUICK JOINT OR EQUAL FG 1116.9 00 FIG _ Q� PER PLAN n FF = 1118.5 FG FG 1 1/2" MIN. COVER FGPE = 1117.7 N 001 3 ..,,_„ 1117.7 Z CV o - . , _ Z 1117.7 FG Ono N c>tev FG o :-• .-. :c ,,;, . ., •, ,}_�:, •� '- 04 -100 +� o N 1118.3 � �':a, r z Lo 1431 HP-FL ro \ PE = 1114.2 OD :1116.7/ � � ro � INV ELEV PER PLAN 9" fi" cv 16.8 N 17.7 1117.5 N 18.0 cn Q CURB is GUTTER FG FG FG _ 3"x4" REDUCER 4"x4"x4" TEE 57.50 53.50 54.00 3" MIN PVC (SCHEDULE 40) N FW N PE = 1116WMAIM .8 1411 PE = 1117.7 PE = 1118.0 � PLANNING ■ DESIGN ■ CONSTRUCTION W U W Or ■ ■ ■ 27555 YNEZ ROAD, 9UfTE 400 TEWECULA, CALIFORNIA 92591-4679 0 z C O N S U LT I N(3 909.676.8042 ■ FAX 909.676.7240 www.RBF.c= ca LD0:3-IMR z Q CONSTRUCTION RECORD DATE BY REVISIONS DATE CCD BENCH MARK SCALEo F E S S 1 p DESIGNED BY DRAWN BY CHECKED BY 0 / DRAWING NO. o Q �'! RECOMMENDED BY: DATE: ! Dp� OF PWW V OFM U.p JE/MJB JE/RLS MJB CITY OF CONTRACTOR HORIZONTAL ,``� �� � yr `^�_ PLANS PRE ED UNDER THE SUPERVISION OF C � � C `f' l ACCEPTED BY: DATE: a T o AS NOTED W No.63494 1 TRACT 29929 PRECISE GRADING INSPECTOR SEE PAGE 1 °� ExP• W�3a�as '� �w�L�" j RONALD J J. PARKS - DATE: VERTICAL Jf' C l V IV 'MATTHEW C. H I C S DEPUTY DIRECTOR OF PUBLIC WORKS - PHASE 4 DATE COMPLETED if 0 `���� R.C.E. NO. 63494 EXP I RES: 9-30-06 R.C.E. NO. 19744 EXP I RES: 9-30-05 �°f----ice¢ AS NOTED F C k f .„�,� LOTS 5 TO 89 26 TO 28 AND 45 TO 47 SHEET 2 OF 2 L