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HomeMy WebLinkAboutLot 33-64 Precise Grading LEGEND HIGH POINT PROJECT S I TE A PAD ELEV. 43' MIIN. 111 TOP OF CURB 0000 .00 T .C. ? AX � ? N 0o 24 84 FLOW LINE F . L . � � � � Ra�� ROPED PREC I SE GRAD I N PLAN HIGH POINT H.P. 15 TYP. CI G 15 RO (EXCEPT B 5, 5, B (EXCEPT C C D GRAARE KIS C FINISHED DE F .G.F .G. MIN NOTED) MIN MIN NOTED) MIN FINISHED SURFACE F .S . I L 0 S --- -� ��Jjlll %3 %3 64 TOP OF SLOPE T.S . z VIA RAM _z z , RO�� . A PAUBA GARAGE FLOOR GF 0000.0 �- PAD ELEVATION PE 0000 .0 o Q � z a o as z � ROAD cak FINISHED FLOOR FF 0000 .0 lox MAX lox MAX w LEENA ��� WATER SERVICE W l a. lF q PROJECT SITE SEWER SERVICE S TYP ICALI YARDINAGE 88 4 3 2 10 S DE P10 NCO AIR RELEASE VALVE 4=,, DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 5 CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. C" FIRE HYDRANT `O� g7 fi 78 79 ��FN SEE ST. IMP.PLANS FOR TqN �qy MY. 19 DRIVEWAY IMP. WITHIN R W 77 Ill. R/W TO SAN DIEGO STREET LIGHT 10' INSTALL 4" ROUND 8 76 I I 6 ' 4 GRATE 9 VICINITY MAP SLOPE SIDEWALK 75 80 O 3" PVC INVERT OF PIPE 2" 4" P.V.C. 86 w SHE 2 NOT TO SCALE EXTRA DEPTH FOOTING 17 7 7 7 71 ABOVE GUTTER FLOW 11 M 7 2 T RETAINING WALL LINE r 12 GRAD I NG N 3 INDICATES AMOUNT OF XX LF .4 DF `'-r--_ 4"WW" Q 13 1 . ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE EXTRA DEPTH FOOTING 1X 4x4 x4 P.V.C. TEE a- �__ 1 ' CURB & GUTTER 3" P.V.C. SCH. 4 14 � 81 CHAPTER 33, AS AMENDED BY ORDINANCE 93--04 . ACCESS RAMP „ ( 0) 70 2 . MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. OR ALT. 3 A.B.S. SDR.-35)) 15 1Q DRAINAGE SWALES SHALL BE A MINIMUM OF 0 . 2 DEEP AND SHALL BE LOT NUMBER CURB OUTLET i CONSTRUCTED A MINIMUM OF 2 ' FROM TOPS OF CUT OR FILL SLOPES . X �• ❑ 85 16 � CONNECTION DETAILS I 3. MAXIMUM CUT OR FILL SLOPES = 2 : 1 . INDICATES MODEL 17 m 6 00 4. PROVIDE 5' WIDE BY� 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL 4 IM PER CITY OF TEMECULA STD . DWG. NO. 303 FILL SLOPES OVER 5 HIGH. UNIT TYPE 10' OR 12' (ENCROACHMENT PERMIT REQUIRED) 18 z B 12 o6 Z 0 2 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 6' J9„ L� D z SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY INDICATES ELEVATION 48 16 0 0 19 65 7 w PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS WATER BLOW-OFF MIN. TYP, U Q ' 01I Q " I 20 . OVER 1 DEEP . THIS LOT REQUIRES A BACKWATER VALVE �„ 12 MIN. ABOVE PAD ELEV. p� �� 6 . A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA PER SECT . 409 OF U.P .C. PER APPROVED IMAIL OX 12 MIN. CLR. 21 22 3 J' ENGINEERING DEPARTMENT WRITTEN CERTIFICATION of COMPLETION OF ROUGH (TYP. ) (FACE OF CURB TO OF POST) 4V GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO WATER AND SEWER PLANS . ( SEE INDEX MAP ) OR (l BACK OF CURB TO OF POST) ROUND OFF TOP 89 24 25 28 29 30 31 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE , P/L 26 27 GRADE , ELEVATION AND LOCATION OF CUT / FILL SLOPES . INDICATES NONSTANDARD GARAGE %:- ',,;f >f%; ., 5 E 84 83 7 . PROVIDE BROW DITCH , DESIGNED TO HANDLE 100 YR. Q STORM FLOWS , ALONG �`;> ,.,., P.C.C. MIN pORrO�A 1TOP OF CUT SLOPES FLOOR ELEVATION - SEE PLANSCURB & %;,,,,,, ;,.;/,.;,, r,: SIDEWALK GUTTER r- f - RDA 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN MAILBOX LOCATION ONE Fool • " 5' MIN. P/L 5' MIN. " DETAIL NO . 1 SECT ION A - A 9 . ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS of 6 MIN. 6 MIN. THE PRELIMINARY SOILS INVESTIGATION AND LETTER OF UPDATE BY. 3 ' MIN . 19 -1- 10 3 ' MIN.won N.T . S . FOR REAR YARD SLOPES GREATER I NDEX M CONVERSE CONSULTANTS DATED JAAJUAR%K 7, /999 MUDSILL MIN . MIN . MUDSILL THAN 5 ' IN VERTICAL HEIGHT TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 62.00' SCALE : 1 " = 200 ' ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS ECOM-• •. :d• - d: •.••. MENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT . 12" MIN. 12 ' MIN . 52.00 54.00 LOTS INCLUDED 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT , TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION . THIS INSPEC- 2% MIN. 2 : 1 MAX . 6" TYP . 2% MIN . TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 219 MAX . MIN. 219 MAX. EACH LOT . SECT I ON B - B 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 5 ' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 5' MIN . P/L CD EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 3' MIN. 1 ' r. ^ SECTION 17 . 06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. MUDSILL MIN . 6" MIN. 3 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS . � A � 2 CONSTRUCTION NOTES & QUANTITY ESTIMATE 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT "•' ��.• 1 LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET , •.:• A A N0. ITEM QUANTITY UNIT 12" MIN . 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION of BUILDING 2 : 1 MAX . LOT GRADING (32 LOTS x 15 C . Y ./LOT) 480 C .Y. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 2X MIN. 6" MIN. Q 4' VA ARzEA pf'•ZAIrJ-USOF NDS 11 OFZ M0U1VAL'6t.IT -7 TION TION (WITH I THRESPECTTTOOMEAN ADJACENTAGROUND)SURFACE BE REQUNREDFTHE ACTUAL 21% MAX . Q3 V PVC DR4A1kJAG6 r1F"6 450 L•F DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SECT ION C - C 4 Gu�t3 vu-n,e-r cIl L• 15. EROSION CONTROL : ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 0 Q PLANT AT 12 ON CENTERS OR OTHER APPROVED GROUND COVER . SLOPES OVER o TYPICAL OVERALL FOOTPRINT DIMENSIONS © 3" G1•C^t`louT -ra Co,rz b6 tea• - 15 ' IN TED WITH ERTICAL APPROVEDETREES , I NSHRUUBS ADDITION OROCOMBINATION,ND CERBE PLAN- 0 THEREOF . SHRUBS SHALL BE PLANTED AT 10' ON CENTERS , TREES , 20 ' ON CENTER, COMBINA- SCALE : 1 ' - 20' TIONS , 15 ' ON CENTERS . SLOPES OVER 4IN VERTICAL HEIGHT SHALL HAVE oma, PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER Under round Service Alert BENCH MARK U. P . C . CHAPTER 10 . R . W Robert Being Filliam Frost do Associates COUNTY OF RIVERSIDE B.M. NO. T-29 1 16 . ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR Q o PROFESSIONAL ENGINEERS, PLANNERS 1c SURVEYORS 2 1/2' BRASS DISC IN CONIC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. T_. OWNER/DEVELOPER �; 21555 YPEZ ROAD' STE. 400*TEtrECILA CA. 92591 AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE cn CALL TOLL FREE (909) 676-8042 FAX (909) 676-7240 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,I N THE N.W. WOODS I DE HOMES THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- ❑ 1-800-422-4133 RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON w CORNER OF THE INTERSECTION 1 E. OFA 1 CHAINLINK FENCE, 21 x 16 30211 AVENIDA DE LAS BANDERAS REQUEST , THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED CL AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.J) 94' N. OF THE CENTERLINE RANCHO SSUITE AANTA MARGARITA TO THE CITY ENGINEER FOR REVIEW AND APPROVAL . L0°)CJ--o35C� L.l� CD OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1 W. OF MONUMENT. CA 92688 TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE: 9-13-82 ELEV. 1128.410 LD98- 159 G R M DESIGNED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q�OFESS1pN - � Drawing No. o 2-17-fl RBF AODE'D DR/V�WA y A�iJO A�s-A DRA/�c/ 4 D '�� CW CW MM RECOMMENDED BY: DATE: �3� CITY 0 TEMECULA DEPARTMENT OF PUBLIC WORKS = Contractor To LvT 59P,P, w�� rlf� � Plans P epar Under The Supervision Of Q i y ACCEPTED BY: DATE: t /� TRACT NO . 24184- 1 Cj> CL Inspector SEE ABOVE AS SHOWN W No.43090 DEPUTY DIRECTOR Exp. 3/31-00 Date: a RONALD J. PARKS PUBLIC WORKS PRECISE GRADING PLAN M I CHA L A. TY AN '�" '`''` o VERTICAL sf' c � ��! Ay LOTS 33-64 Date Completed t 1 V 1 p� f,, :.. 9e9:: F p� ko`k R.C.E. No. 43 0 Expires 3-31-00 R.C.E. No. 19744 Expires 9-30-01 f�,,, N/A cTITLE SHEET SHEET 'I OF 4 PLOT: 01-07-99 o� SL w � � 3g •42' ,J�� o 40.27 $ cr 5 r � 2: SLS N cp '� 54. •s 4 ` 2: 1 SLOPE SLS �� ��• s� 35 $ G 2: 1 SLOPt 2: 1 SL Z� 1 2-0.85 J''cr N. 0 '60 36.49 OPE 50.97 o •O� M� 0 98, 80,S Js , 68.61 46.34' 24.82 .�`�s ~ FIG 19't FG ,� +� h `r "' rn 98.50T 97 8,6 g�_'1 °� 95. 17T •8 9 .� ��' 1 1 OX M. $ - F 8' FG F�- 0� MI �o a� 1 .0% MIN. 't�`r � �N. N '^ 9 98.8 N• 5b an FG 84,8 •- 04 47 %9 C FG 84,8 � 9,3 � •^s d 0 9F Ci ,t 98.51 Y� 98, FG FG �' 7� FG 89,3 1 .0% MIN. 95.17 FF 1199.3 ►w 10' ry 96,0 83.7 `�' FG 5�t 92.8 0 93,1 FG T- 98,3 FL FG - 98,3 FG PE 1198.6 0, FF 1199,5 FG 1 't 12't FG ^ PE 1198,8 < FF 1185,5 �'# 95.2 10 6' FF 119 89 F °•�°•�Q PE 1184,8 � 0,0 L Ch 55 - C*jPE 1189,3 '' F` FF 1193.8 0 0 61 D.a � -' �'' PE 1193,1 �� FF 1197.0 FF 1rn -'o F� MOP FROM 92.9 PE 1196,3 a, PE 1198.3 - 3k or TO CSF -�0 V r 59 Cn 0 1 R v~ M N --J N r►- z o 58 98.51 TW Lo 57 k 2 r, 84, 115' -i 0 4.50T to 15' 0 ~' 3X �� '� FG �'� 2 89. v o / r` ; 's C'J A � AR 10 GF 1198,8 6 GF p R FG �... .� 98, 8 1199,0 7, �, ,.r . . 'r, , �'9 0� 2 FG 9 98,6 98, g 98,8 1 Fes, 1 98.8 1 80, F "1184, �5 N AR FG ,�. X00 FG F a! G W -FG ,�. G ,� 7' GF 1189,5 _ = GF3 o AR ,q �•8 � Off" °' �. 06 r: w 0 ?F 1 • 89,013 _ r S N• �C $ v,$ �, FG 10. GF 1193,3 93, 4': o rn �o• 22.56 �, - o9z. GF 1196.5 13 t GF 1198.5 rn 5* 8 72.0 N 6, „�• a� �. N `�_ 2,8 9 1-G �,g 5 8,3 � , N . 0 �C � 0 0 F _ 95,4 96, ti co r n ,�� „fie a .VD��'• �F G _' F G o oG-• 50' cn V 97-25 58.50 �, s 9b. �e � N ►� N 7 5 ,iN . o - p'S v } ti N �' cn co Off` 97.17TW o)cn Ch oa c~ FS s� 72 . aq Cb *7 , 3 Z .4�'G. �h 94.50TF a4 S S 2800 �S 8� n °' .P I S 9/.4/Hv. �` 74 .49 46 .09 � RIGHT-OF-WAY � - � i - ' J` � �+ 3 `P• (D J' S �� "� BACK OF WALK '� �- „• ,Z QO v / (a N N �� O -� L A �Q ; 3 r URB �' •6'd I ---� • 13 -- �- T - - --p - I T 7 Li J r- N T.- U - ^ co c0 N + J 14LARIN I �- N - o I 17 1.. - 15 � J COURT 16( . .— k �j - p p .,. — 0 r — d0 N u7- O l f l 'v I + J n •Q1 C J1 � c0 N GD'A 8 ~ v + J I 0 N N N n � I c+cJ �' •�� C� �`fld� nN S I r7 N + J I J + J �- O O� L s 9 "� I I c..; O + J I I - - L o N ,� N BACK OF WALK ,� r8 C� •� 6, f 1E $ 74-66 ' � RIGHT OF WAY `� �' '� • _.. 74 .66 • FG � . 5 °° 3" -�`� �' S �" 93 S `��' 74 .66 69 .56 14 .00 10. , ' � ~ , 8 7, ASC s o 90 7�i r , �,, h FG C •3 FG 3 0 � �� � � N �9oTF � g s w oo -4 � �'00 N (10 GF 1184,2 •S .rCID N 5, 91. � '� N o ^' - a$ N Do c^�' FG 92, N 1 .8 ^ 1 FG FLAN 9 28 .99 c"o A N 6't 9�GF 1192,7 FG , " FG ,., 9 �1�c, c7 10 t GF 1196,0 s� GF 1198.4 FG 6 as r,� 2 o (I�g,2 �-�' .o ` � 16 98 4.0 .s 1 q � r 198.4 f F 1198,8 F`G c�► FG 8 A GF � 's A �r 1 ► 9> P, 95,8 0U A •A u'o 49 3 2 G wo cao FF 0� �� .� Or- .7 51 52 1184 g �, �►,� c'o PE 1184,0 FF 1188,7 tT� 92 `o 53 ar ail +.� F 3 �� co PE 1188,0 �" EKN 94�'�' ao 9 5i � N - 9�'1 •24T ~9e� FF 1196,5 N FF 1198.9 . 84,0 4�• �- 0.gpTF PE 1195.8 h PE 1198.2 FG 84,0 F�. 87 �' 40 0'�,' FF 1199, FG FG7 -• 88. ��` N '� � PE 1198,3 0 5 -1 13 12 6 1 •p% MIN. h �. FG 95,8 � 95,8 '9 1 .0� 92,0 FG o FG 'S FG o FG FL , 40 - 4v MIN. h FG � 98.6 0 �- �`v 9,F� 1 .0X MIN. 1 .0% MIN. �� FG gyp• - �g µ o 92, �� � y�0 9� r SCALE 1 " - 20' 75 01 , 1, FG MI 41 GY�- N' � �' N •Of •'� 98, 20 10 0 20 40 60 72.00' 78.03' 'cam 94.24TW µ �- MjN, FG 2: 1 SLOPE 90.90TF GRAPHIC SCALE IN FEET � `~1 72.00 78.23' CD Gr°� µ o ! 2: 1 SLOPE 72.009 '� 78.30' 66.93' �°�• o 2: 1 SLOPE 72.07' �`' 52.94' ~ . 128.01 ' Underground Service Alert 2' ' SLOPE N CONSTRUCT I OIC COTES �: , SLOPE < o � ( 4" DIA. AREA DRAIN - USE NDS 11 OR EQUIVALENT Robert dein,, Filliam Fmst do Associartes � —"— ---- � ------ � CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANERS k SURVEYORS a 3 PVC DRAINAGE PIPE -- SLOPE PER PLAN , 1-800-422-4133 27555 Yt�ROAD, STE. 400 oTBE a CA. 9259 (909) 676-$042 , FAX (909) 676-7240 Q CURB OUTLET PER DETAIL ON SHEET 1 „ �5 3 CLEANOUT TO GRADE LD98- 159 GR 39 0 TWO WORKING DAYS BEFORE YOU DIG an CONSTRUCTION RECORD DATE BY REVISIONS DATE A C'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY M SCALE QRO E E S S I p�,' RECOMMENDED BY: DATE: /�3 DEPARTMENT OF PUBLIC WORKS awing No. o ADDED DSP/✓SWAY AMID �l�PEA D�PAiN p e CW CW MM C I TY O TEMECULA 2-17-15 RBF 4 HORIZONTAL � � A j�! `� Q Contractor r0 [or 5-9 w i� Plan Pre a ed Under The Supervision Of ' — 1 — , W i 4309 ACCEPTED BY: DATE. is TRACT NO . 24184 1 0 Inspector SEE SHEET NO. 1 1 20 °F ►� 3/ 1.� Date: a DEPUTY D I RECTOR OF PUBLIC WORKS � tx p RONALD J. PARKS o VERTICAL sf \... �� MICR L A. YLMAN A, X•\• AYA•1_Y_� PRECISE GRADING PLANS � Date Completed �lF F�� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 19744 Ex fires 9-30-01r�f ivev= to N/A of C p p LOTS 49--61 SHEET 2 of 4 PLOT: 1-07-99 JN: 401339 , ;5 •35 x �� rs �5 -�G 370.85 69.32' 341 8 40.27 72. 2: 1 LOPE I CID 2: 1 SLOPE �S 2: 1 SLOPE 61'S Cb 6 84.90TW I af ,� . 1 79.57TF I W h 79. 1 M1N' 84 90T I iv .�'��. �� -H FL 1 .07� 0 80,5 79.57TF 1 .OX MSN 1��, U FG 74.8 to FL 1 .0% MIN. 79.8 79.9 84,8 1 160 72,4 .- FG FL FG 72,4 - 75.7FG 75.7 0 5' �j FG 1 FG FG 3'J: o (0 N FF 1173,1 F��NP N FF 1181,2 0)PE 1172,4 FF 1176,4 0.5 80 PE 1175.7 PE 118 0 .3 I •?�. 63 � Y o � 62 2��w I 7 .9 I FL 3 I � N 2,4 FG C-n . AR � N r T1 o ; © so.o N � 74.2 GF 78.4AR FL 17 FL/GB FL/GB * OF 1180,7 84. I GF 1172,6 19 75, 80, ( 72 GF 1175,9 79,2 F F I FGj 5IN70 1 •9�° o o r- N FG 83.57Tw `O a FG 0 0 N F 'avU 3 C O, o 72.00' 77.95 6' 11 50' I p 62 .89 ' BACK 0 WALK I �S >I 4\ `� s, •�/�1 S URB A S V' 6 V L4C �j -rte 4 3319t T 000 - Q_ .0-- ILAR N •--.. w- (� is (P N Ncf� NI 0 � °° � N I 11 N � + JI _j — ----------- + I + -� 12 to N � � n � J ON r0� W Co • ► �� C/) I J '2. 1 r "� M • I w '�, URB I rc s + J + J V- c) 0 BACK OF WALK o) I ' ° r W s °� �•6' fro' 11% � g -OF-WAY 73.00' � RIGHz ��, '�s rL'�• °' 8 _ • R ?.89 (n 64 .92 � <0 at 87.8oTW h--•1 I a0 75.47T r- 6 3 , 8 .��' \�� o OTF *' T1_ ~ ' 70.80TF PVC •U'� N I . 72,6 72.6 3 1 5� ' �, �L 315 I 5 5, F N 7 FG •t FG FG OF OF 1172,8 � F 75, FG I 71 .8 OF 1175.8 FG � OF 1179.7 r FL 74.6 1 5.8 U N A I AR FL/GB OF 06 A 2 0 g - i 1 Q I � I � T 46 � 3 ^•' o°° o I 47 0 48 03 76. 13TW CO I FF 1173,3 71 .47TF 74.8 5 cO ra PE 1172.6 FF 1176,3 FL r o o, 2.47TW FF 1180,2 78.47TF I N 72 75 2 PE 1175,6 F- 00 PE 1179,5 g .4 -n � I 30, FL/HP FL 14'± 78.2 FTP 4,0 s, 4, , c�10 _ 75,6 FL FG I 20 71 .6 72,6 6 5,6 0 79. 1 6 I 0, FL FG FG r FG 5, 83.13TMI %K h• F G _ 7 78.47TF 72.4 . M1N• N ,�h' �� v 1Z �� o FG FG 1� v 4 0 r SCALE 1" 20' 9 83.13TV 61 . ' 70 78.47TF Nr `a 20 10 0 20 40 60 I 1 T 13. 13�+ �o I 1 .4 T 74.53� �. 74.63 2: 1 SLOPE GRAPHIC SCALE IN FEET - g7 .76 �o 2: SLOPE 1 A)' 79 . 9 0 S� 74.3 0' 2. SL F G r� 1 74.6CD 8 r � Under round Service A I er : w © CONSTRUCTION No CL Q Robert Bent,, 1Villiantitast Associates Q 4" DIA. AREA DRAIN - USE NDS 11 OR EQU I VALENT CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS k SURVEYORS O3 3" PVC DRAINAGE PIPE - SLOPE PER PLAN w 1--800-422--4133 27555 nN¢ROAD, STE. 400•TEMEcD CA. 091 (909) 676-8042 , FAX (909) 676-7240 ® CURB OUTLET PER DETAIL ON SHEET 1 CL Q 3" CLEANOUT TO GRADE LD98- 159 GR o TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK �pFESSJp DESIGNED BY DRAWN BY CHECKED BY SCALEQ N,�� W MM RECOMMENDED BY: DATE: -3 CITY O E T E M E C U L A DEPARTMENT OF PUBLIC WORKS Drawing No. o A. CW/MM C /MM HORIZONTAL ��� �� Plans P par Under The Supervision Of Contractor y : ACCEPTED BY: DATE: is o " TRACT N0 . 24184 - 1 1 = 20P w No.43090 'T' DEPUTY DIRECTO OF PUBLIC WORKS Inspector SEE SHEET NO. 1 °` exp. 3/31-00 Date: RONALD J. PARKS " .\'A'N l'A'J. o VERTICAL •.r' �� MICHAEL A. T MAN 8'A' A'J::A':.A' a_ .\.' PRECISE GRADING PLANS T X frf 198 ... _ rClV1 0�� 0 Date Completed F N/A 0F C���Q R.C.E. No. 43090 Expires 3-31-00 R.C.E. 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AREA DRAIN - USE NDS 11 OR EQUIVALENT CALL TOLL FREE Abbed Rein, William Frost do Associates O 3" PVC DRAINAGE PIPE - SLOPE PER PLAN PROFESSIONAL ENGINEERS, PLANNERS k SURVEYORSSCALE 1" 20' 1 -800-422-4133 27555 YPEZ ROAD, STE. 400«TEMEC(U CA. 92591 Q4 CURB OUTLET PER DETAIL ON SHEET 1 20 10 0 20 40 60 w (909) 676-8042 , FAX (909) 676-7240 QS 3" CLEANOUT TO GRADE GRAPHIC SCALE IN FEET LD98- 159 GR o TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE RO�ESS1p DESIGNED BY DRAWN BY CHECKED BY Drawing No. PO p "'�1 CW/MM CW/MM MM RECOMMENDED BY: DATE: �1�� C I TY O TEMECULA DEPARTMENT OF PUBL I C WORKS o HORIZONTAL � �y A j�� `y Q Contractor .� i ��y PI ns rep d Under The Supervision f D �3 - a 1" = 20' C-° No.43090 ACCEPTED BY. D` DATE. TRACT NO . 24184 1 Inspector c t or SEE SHEET NO. 1 °F _ '° Date: $ DEPUTY D I RECTOR OF PUBLIC WORKS p Exp. 3/31 00 RONALD J. PARKS A A,.A:r o � � PRECISE GRADING PLANS MICHAEL A. LMAN �.� � � VERTICAL sf C J�1�, �� � .. . Date Completed �jf 1E��� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 19744 Expires 9-30-011�� ......... .. . 1Q N/A 4F C k` LOTS 33-45 SHEET 4 OF 4 PLOT: 1-07-99 JN: 401339