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HomeMy WebLinkAboutLot 19-22, 42-54 Precise Grading R'►� ROAD 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Tract No . .9. 4187 CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. Ap 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGEMA 1ANNA 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 . recse Gr dng IiI n Pa se Pa RAMI � • 4. PROVIDE 5' WIDE BY1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL PADA I A FILL SLOPES OVER 5, HIGH. Lots 19 � 22 � � 42 � 54 �CW5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT LEGEND �, �, 1) 9 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 0000.00 Cmity ■ '� � ROAD "f PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS TOP OF CURB TC In of aa of aliforni s OVER 1 DEEP. 7 FLOW L I NE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA o ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP % GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG t PIC) PILO GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. TRACT `''�j, RD• 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG FINISHED SURFACE FS 24188 TOP OF CUT SLOPES. GARAGE FLOOR GF 0000.0 �r�� 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN HWY. 79 ONE FOOT. PAD ELEVATION PE 0000.0 26 25 24 t TO SAN DIEGO w o • 9. ALL GRADING SHALL BE DONNE IN CONFORMANCE WITH RECOMMENDATIONS OF FINISHED FLOOR FF 0000.0 ! PROJECT SITE � 27 23 TO � t � THE PRELIMINARY SOILS INVESTIGATION BY: CONVERSE CONSULTANTS DATED ,� 12 4 TRACT OCTQBE 14, 1999 WATER SERVICE ,� _ __ - - to t7 I to I t5 t4 t� t 241 a6-2 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE _ � 9 VIC INITY MAP ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- SEWER SERVICE S --- - MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ~- _ � � NOT TO SCALE ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. DRIVEWAY AID 41 � s 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING au �► DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE SLOPE 1 36 S7 58 e0 at 3rt REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- I s t TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. LOT NUMBER _12-\ / 'S 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL UNIT TYPE/ELEVATION 2AI 67 65 N 63 52 SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL �_ cJ .� $ BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE INVERT ELEVATION IE �r s FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT - ` �� -: _ _ _ 1p, % HIGH POINT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. BACKWATER VALVES BW =-- i:' �� \ �� $ \ % j PAD ELEV. -0. YIN. Pop A 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS TRA --_ '� BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS4 87-2 _ 71 72 73 74 75 \ MATERIAL. \ ; z z 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. PREPARATION SHALL BE APPROVED BY A REGISTERED ENG I NEER PRIOR TO PLACEMENT OF T f - FILL MATERIAL. 5' 24 187-2 B 50 50 B C 5' C MIN trt1E IN YIN MI 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF , �) PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRA I NAGE CONTROL SCALE: 1"=150' SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO wiiIiiiI PAD PAD ADJACENT PROPERTIES. i FF Z z FF z z 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED ; 16' K 16' BY THE D I RECTOR OF PUBLIC WORKS. SCALE: 1 " = 150 1MIN• MIN. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE - TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE LOTS INCLUDED z - N z i o MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO -- PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. a 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) INDEX MAP R W SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. o 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING TYPICAL SIDE YARD DRAINAGE PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. o TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. m 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE . PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUB'S 6 MIN5 MIN. 5 MIN, g" MIN. SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 3' MIN. 1 ' 1 ' 3' MIN. ., / 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT MUDSILL MIN. MIN. MUDSILL IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. . 12" MIN. 12" MIN. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 45' 45' 45pa 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 2% MIN;:) r- . 2: 1 MAX. 6" TYP. 2% MIN. 12 N TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 12" MIN. ABOVE PAD ELEV. 21% MAX. MIN. 21% MAX. 00 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE Plan 1 Plan 2 OFF TOP SECTION B- B THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- Plan 3 o P/L00 RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED nLO 5LO ' o TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. ca 5' MIN. P/L o a 3' MIN. 1 ' a o TYPICAL FOOTEEINT SECTION A- MuvsILL MIN. 6" MIN A �- N.T.S. FOR REAR YARD SLOPES GREATER ` THAN 5' IN VERTICAL HEIGHT '" _ 12" MIN. 2: 1 MAX. w UNDERGROUND SERVICE SOURCE OF TOPOGRAPH OWNER\DEVELOPER o ALERT rLANNINA . DE.ION . CON.TRUCTION COUNTY OF RIVERSIDE B.M. Na. T-1-81 EL=1026.428 BASIS OF REARING NOTE 2% MIN. " MIN. 2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 ROBERT REIN, WILLIAM FROST k ASSOCIATES BUIE COMMUNITIES THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE 21% MAX. z FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET 27555 INEZ ROAD, SUITE 400 11260 EL CAMINO REAL CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. Q CALL TOLL FREE 2 9� IN TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79, 3.2' EAST OF GT POLE TEMECULA, CA 92591 SUITE 200 SECTION C- C 1 800x`422 4133 SAN DIEGO CA. 92130-2647 23432 FILED IN BOOK 159, PAGES 38 THROUGH 61 of PARCEL } CON 3 U LT I N G 9N.TM eo FAX 909.676.7240 www.RW.com (GT 2453) 300 EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (909) 676-8042 MAPS I N THE OFFICE OF THE COUNTY RECORDER OF R I VERS I DE P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. k S. SET FIBERGLASS PATE 3-24-99 FIELD SURVEY DATA (858) 794-2400 EXT. 255 COUNTY, CALIFORNIA, BEING NORTH 16'56'06" WEST. 11),TWO WORKING DAYS BEFORE YOU DIG W I TNESS POST 1 ' SOUTH OF MONUMENT. ATTN: RICK SCOTT LD02-002 G R CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARKDESIGNED BY DRAWN BY CHECKED BY Drawing No. o SCAB QRp I E S S p�,Wl A. J I MENEZ A. J I MENEZ M. TYLMAN RECOMMENDED BY: DATE: 'eoz CITY OF T DEPARTMENT OF PUBLIC WORKS A. Ir c^ r Contractor HORIZONTAL y i�� �� Ions Prep red der The Supervision Of 1" = 20' w No.43090 ACCEPTED BY. DATE. Z MAR I ANNA o Inspector °` EXP. 3/31/04 Date: I/At/eL TRACT 24187 DEPUTY DIRECTOR OF PUBLIC WORKS Ln MI AEL A. TY RONALD J. PARKS a _ LOTS 19 22 k 42 - 54 ' VERTICAL Jf C I V l� �ti! a Date Completed 'lF lE�� R.C.E. No. 430 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-05 o OF f C�� of 1 CRA I PLANS PHASE I SHEET 1 OF 3 � N/A PRECISE D NC.7 SUNNY MEADOWS 31• �G ST. LIGHT 6" F.H. `♦ .g'1 12� I 126 60.55' 60.32' -Now 60.92' 39.52' �C TC r 1 r y 1 N I 3? G I G 36.3chI FG I 32.1 • I I S 30.1 LO -H' ''' I aR 34.4 I 1 3s.5 1 29.7 � I 31 a ,. 1 36.5 FG T T FG 34.6 0 23 Z 2 Z I 30.4 2c I - FG 32.4 2.4 1 I FG FG FG 1 t 34.s � /20\ FF=1237.0 o EFF:=1237.0 0 - 21 FG I /19\ 30.4 1 1C-R = PE=1236.5 1 r` PE=1236.5 I I I I 2A FG 6 0' I I- FF-1232.9 I FF=1235.1 36.5 g 1 Z PE=1234.6 ? 1 � PE=1232. 1 I Z FF=1230.9 zI to FG Ui 1 - 1 PE=1230.4 I 1 .2 GF= . 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IGHT n - -rr 98-6T � 4- 0L40.58Cb S •� rV �n 00, - - 2 °° t4j_. 8 eV 1 OXA - 1.02 MI,NIIN 1 '0�1 1239 1233.85 , ,n . n -3-0.4 7~ m (o 25 TC TC rn 417` 15' o \tAA " F.H. _ 3W I i 20' �=1238's N FF=1244.3 I ' '� 0 22' 36.3 P.8 I -- •56 FS ►h I FF- 1229.3 pE=1243 " V13+23.31 68.36 � FS S.oZ PE=1228.8�7W=1g LL z 34.91 1 144. 14,� N .. FS 3 � . N I o F` f � �, - ►r, •09 134. 1.Sx35 n TIC ' •� +9 '� ^� - x ;n 1.Oz MIN F s0 N N h S w>>s 12+95 4� 35. 1 ss:48, - w - 12 W) .� to •�, � do `ft' j 2 35.29 O� '01 o; o N n o, 20. FS •� Q �, - m 0 3.9' •c� # N 1235 I - 22 IS. - TIC r r f r► � h N "7• � _ *01 N 4L ZI Obi 1235 2 �'r - b J s9 / FF-1226.5 0� PE=1226.0 W • �MSN � W UNDERGROUND SERVICE o h - x O ALERT �LANNINe ■ DE�ISN ■ CON�TRlJCT10N vi ^ • a ry• 106•�, .� 20 0 20 40 60 Cj Z N N / p CALL TOLL FREE ■ ■ ■ 42 YWZ ROAD,8UM 4W 1-8W-422-4133 k cAUFCR"WM-- GRAPHIC SCALE CONSULTING sorMAM • FAX 909.676.7240 • www.RBF.cam 0 TWO WORKING DAYS BEFORE YOU DIG .. LD02-002GR z CONSTRUCT ION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK DES I GRED BY DRAWN BHCBY Drawing No. oSCALE � �O M. BOECK M. BOECK M. TYLMAN RECOMMENDED BY: DATE: CITY OF T DEPARTMENT of PUBLIC WORKS HORIZONTAL � I Ons Prepared der The Supervision Of r"IACCEPTED BY: ATE: _ ND'4 � � ' MAR I ANA $O1 11 A 4 DEPUTY DIRECTOR OF PUBLIC WORKS Inspector 2 Exp. 3/31/0410L Date. 0 RONALD J. PARKS TRACT 24187 VERTICAL �f �1V1� MIC AEL A. TY ., �� -- LOTS 19-229 429 53s k 54 Date Completed tF OF kv\� R.C.E. No. 4309 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-05 Oftf > a= a N/A PIRECISE GRADING PLANS PHASE I SHEET 2 OF 3 o' 3.75' ` 1 - --- � 52.71 ' ` � Off FG f \ / � \ ,; 40.0 ,�,•, 10 , \ e, ��• \ / \\ / , ^• 0 6 11 .1FG 0 39.7 FG r= �Ca yeti ►A' ►A' `� �'� Nil 9 \ OF '091 43 Q \ \ � \ 4f I 17 0 - 1 . F 5 'r \ r3► � F�' '4�\ �t 1 2�0• a,y6o '`�`s 24.52 a OF 61 It lk - k 1 \ °i C� yeti ►A• b e s S S ,,�q ,� Q_ ��' � I - 1kp `� 5 \ ti , N 1 4L7.a w_1e, 1 � �, �4 • 1235.32 Cb C1% TIC 24\ OYAS� 00 \ � 'j F 1 5 123 S 42. 15 0.s wry' �' TC -87 L-115.22" 1238 80 " \ \ TC s.N'ER 71 a--- rn •� �, 1235.42 TIC %3 CP /y. LAMA I0 .- `�•'31 316.2 ,,' FS � o FS w � dam � � S/ �•453 � S \ '.�• 2 \ =53.os _ .�� 3 06 w S - o_ .1 w S - �- C, cv 37.46 37.10 .k �-c .Z ,��,� g 0 O O 37.64 37.28 X12 r 0 N / N FS FS ` \ - �' o - 38.1 N 37.9 Z +\ m �� •7 .0 FG z Z$ o '7 '� 37.7 G / *�1 •4 0 4• 39.0 N b �� 37.5 �-( � ! \C �- •3 FG X S I 6, GFg1238 7 ��N • N F FG I 1 °' 0. Ir- FG I N 38.0 % 51 48 0 1e •3 + � 1239 2 49 '�I z X12 / 38 1 F e� 39 n 1.240.2In •2 Ir 5U * 12 '1 •1 5 3� 0 Pia Q oI rr FG 10 1 A 1 "1 7 2.3g o -co 7 �- / 49 � 39.2 1, FG 9 3g•2 38 I FF 12 38.0 I G - • f I z ; pE=1238.7 9.11 N / v •t FG 7 FF=1239.7 z Z 38.7 '1.4 O_ a / p1' "' / a o I .7 FG .9 3 �,, '�. 10• as PE=1239.2 N. / / ._ •S � [ I 0.02 N o \ � . f J 30.2 2 0.93' FG G \ rL . �. - �, _. o 38.8 _�L38�- 69 � •- - N 1238 O 39• o _ +?a. cv r<-Fp � 4 rn 1236 1�• cv 1 � 7 1 123 _ 234 1232 3 S 7. UME R G ROUND SERVICE � 20 o zo 40 so ALERT �ANNINO ■ ©CNIEN ■ CONSTRUCTION ~ Z_ GRAPHIC SCALE � CALL TOLL FRES ■ ■ ■ VW�ROAD,MM 4 0 1-800-422-4133 c�� 4N > CONSULTING, 00.6%BW . FAX x.676.7240 - w .RW.cm J TWO WORKING DAYS WF`ME You DIG LD02-002GR CONSTRUCT I ON RECORD DATE BY REV I S I ONS DATE ACCOD BENCHMARK Q�p I E S S 1 p DESIGNED BY DRAWN BY CHECKED BY Drawing No. o SCALE p �y M. BOECK M. BOECK M. TYLMAN RECOMMENDED BY: DATE: D2- CITY OF T DEPARTMENT OF PUBLIC WORKSA. g Contractor �`` v� r`��� �� Plans Prepared der The Supervision OfCn HORIZONTAL 1" = 20, w i Pb•43090 = ACCEPTED BY: DATE: t �"' MAR I ANA a Inspector Exp. 3/31/04 Date- a2•- RONALD LD J. PARKSTY DIKCTOR PUBLIC wogs TRACT 24187 'O r VERTICAL sf' Cl y I� ��� M I HAE A. TY "� LOTS 43 - 52 Date Completed lF �o� 430 0 3-31-04a ===ire¢. a N/A OF C A�� R.C.E. No. Expires R R.C.E.C E No. 19744 Expires 9-30-05 r�,„� PRECISE GRADING PLANS PHASE I SHEET 3 OF 3 �•