Loading...
HomeMy WebLinkAboutLot 94-99, 150,151,176-182 Precise Grading GENERAL NOTES-_ PRECISEGRADING PLAN 1, ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER 70. AS AMENDED BY ORDINANCE 457. A �p ^79 2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 3. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT ,o 'A� VAIL RANCH PKWY. NO23174 DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 'F SITE , COUNTYOFCALIFORNIA5. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED RIVERSIDE , OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL... 6. MAXIMUM CUT AND FILL SLOPE = 2: 1. BICICLETA 7. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS (1.5) .� AVE. SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPT, FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. jLS JOHNSTON AVE. ALE LOPEZ 8. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL C L ROUND OFF TOP SLOPES OVER 5' HIGH. 9. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG P/L TOP OF CUT SLOPES. 12" MIN. ABOVE PAD ELEV. 10, MIN. BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% IF CUT OR FILL IS LESS THAN VICINITY MAP 10 , 2% IF CUT OR FILL IS MORE THAN 10'. DRAINAGE SWALES SHALL BE A MIN. 5' OF 0.2' DEEP AND BE CONSTRUCTED A MIN. OF 2' FROM THE TOP OF CUT OR. FILL SLOPES. N. T.S. 11. NO OBSTRUCTION OF OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 2% MIN. 12. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, �. --�--= ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY SEE SHEEP NO*2 DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. SECTION A --- A 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN . FOR REAR YARD SLOPES GREATER 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. 14, CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT AND FILL SLOPES THAN 5' IN VERTICAL HEIGHT EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO FINAL GRADING INSPECTION. 15. EROSION CONTROL: ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PROVIDED WITH ROSEA ICE PLANT(OR EQUAL)GROUND COVER AT 12" ON CENTERS, SLOPES EXCEEDING 15' IN VERTICAL HEIGHT SHALL BE PLANTED WITH APPROVED TREES SPACED NOT TO EXCEED 20' ON CENTER OR SHRUBS NOT TO EXCEED 10 , OR A COMBINATION OF SRUBS AND TRESS NOT TO EXCEED 15' IN ADDITION TO A GRASS MIX OR GROUND COVER. SLOPES EXCEEDING; 4' IN VERTICAL HEIGHT SHALL BE PROVIDED WITH AN IN-GROUND IRRIGATION SYSTEM. 173 11 154 149 1 + 93 131 " MIN 5' MIN. PA 5' MIN. •� SLOPES EQUAL TO. OR LESS THAN 4 , k fi 6 t�IN MAY BE IRRIGATED BY HOSE 61B LOCATED AT THE TOP k 3' MIN. 1' 1' 3' MIN. OR TOE OF THE SLOPE, SPACED TO MAKE USE OF A HOSE NO LONGER THAN 50' IN k LENGTH. THE IRRIGATION SYSTEM SHALL BE PROVIDED WITH AN APPROPRIATE BACKFLOW 1 1 153 -- DEVISE PER U.B.C., CHAPTER 10. MUDSILL MIN. MIN. MUDSILL 174 ` 16. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY G.E.E, INC. DATED TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 175 152 '' �� BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN \ 12" MIN. 12MIN. RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE `"`"""�"�" WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT, 4,17.% MIN. 2: 1 MAX. 6" TYP. .1-7% MIN. 17, IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE 21% MAX. 21% MAX. CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOILS FOR FULL SUPPORT. SECTION PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 18. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 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. 19. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ON FOOT. 189 188 187 186 185 183 1541 20. A SUITABLE QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE RIV. CO. BUILDING & 1 11001 101 102 SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE 5' MIN. PA BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE ELEVATION AND LOCATIO OF CUT/FILL SLOPES. MUDSILL -------,^ MIN. 21. A SUITABLE QUALIFIED & REGISTERED PROFESSIONAL SHALL SUBMIT CERTIFICATION OF BUILDING PAD. b" MIN. ELEVATION WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN INDEXMAP SEA LEVEL) SHALL BE GIVEN. 1F AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL e (� E E E QU L » ; BE GIVEN. SCALE, 1 = 100 w 12" MIN. 22. A SUITABLE QUALIFIED & REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING 2: 1 MAX. AND SAFETY DEPT. WRITTEN CERTIFICATION OF COMPLETION OF FINAL. GRADING IN ACCORDANCE WITH THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS 4,17,% MIN. "ENGINEERED GRADING" 21% MAX. 23. THE CONTRACTOR SHALL NOTIFY THE BUILDING & SAFETY DEPT. AT LEAST 24 HOURS SECTION C -�-- C IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT, 48' 5d' 24. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, TWO DAYS BEFORE YOU DIG AT 1-•800--422-4138. 1 LEGEND HIGH POINT 39.5' A PAD ELEV. -0. ` MIN. .� so' 59' 59' ENGINEERS MOTE, T.C. TOP OF CURB 33.5' -- ._ ...... .w.....-.,...,, ....,_...5� -.... 5 WE:R LATERAL p F.L. FLOW LIN[: A `� CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBII...ITY FOR `JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. � w F.S. FINISH SURFACE r w 15 TYP. 15' TPP. INCLUDING SAFETY OF ALL PERSONS AND PI 01'ER'TY; THA THIS REQUIREMENT SHA!.L GF= 1147.4 GARAGE. VLOOR ELEV 50 (EXCEPT (EXCEPT APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORDING HOURS AND THAT PiE FFw1114. FINISH FLOOR V. N INHERE Q N N 8 WHERE N CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS Q 8 L04 ELEV. NOTED) NOTED) FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE PAD=1147.4 PAD ELEVATIONM8' FLAN 2076OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE FLAN OF THE OWNER OR THE ENGINEER. 10 LOT NUMBER z �, 2: 1 _ EXIST. 2: 1 SOP (UNLESS OTHERWISE NOTED THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN --~ ~-----~-� ~ E SLOPE (U E ) �e ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF ALL AVAILABLE RECORDS. -0.35'DF DEEPENED F TIN THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT .. .�..�...._..�. FOOTING SHOWN 45 THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCT`Wi-S SHOWN OR NOT SHOWN ----- FLOW LINE 39 45 ON THESE PLANS. AND IS RESPONSIBLE FOR THE PROTECT ! 0 AND N � NI,AGE TO ft . , z THESE LINES OR STRUCTURES. f` ° 1. - ... PROP. FENCE r , era .F l.: 41 17' 48 4 ? . fi 4 SOILS ENGINEER '. BENCHMA'K DES RI T"IUN 44 9' § a . LL ELEVATION: 1230.562' DATE: 9-13�--82 ✓ �a�ao��ss�aN TYR SIDE YARD ' DRAINAGE DETAIL , . G.E.E. � %C RIVERSIDE COUNTY DESIGNATION: T-27-81 STAMPED ON 2 & 1/2"' BRASS l' ' A ti`�� c�SANO y 9�� ---- 27447 ENTERPRISE CIRCLE WEST �- � � � � € �,. �;,; X . �° ao ��, TEMECULA, CA. 92590 � W cc �� DISK IN CONCRETE CYLINDER. FRQtuN THE INTERSECTION OF FRONT STREET .. NOT TO SCALE m 9D9 57fi--70p0 0� W AND RANCHO CALIFORNIA ROAD, 3.4 MILES NORTH ON RANCHO CALIFORNIA No.2645 rn ROAD, 44 FEET NORTHWEST OF CENTERLINE ON RANCHO CALIFORNIA ROAD, * EXp.3-31 -04 * q A a 3 FEET SOUTH OF A 4 FOOT, TWO BOARD RAIL FENCE, 2 FEET WEST OF �� `P 44. ..r a w, PP #1751190E. SET A FIBERGLASS WITNESS POLE 1 FOOT NORTHWEST OF PLAN 2124 , PLAN 2328 PLAN 2562 qrF CIV�� oP� � a r 1 OF L\F MONUMENT. CA " .� 9 19 Underground Service Alert OWNER REVISIONS SEAL: COUNTY SEAL: _- ap g pROFESS� PREPARED BY: SCALE �a COUNTY OE RIVERSIDE Horizon tol Coif: TOLL FREE WO AhiG YCX) REGISTE CIVIL ENGINEER NO. 2lS4S7 O ' CENTEX HOMES , " 23174AF pTRAGT' NO. 1 1 ""'Ga�O 2280 WARDLOW CIRCLE, SUITE 150 -- , No. 26457 AS SHOWN CORONA, CALIF. 91720 - t�-tIo ,,F APPROVED BY. Transad fie G verticol ._....� _. ..� EE �422�4� 33 (909) 279-400a � �'� e.■:d�><��T: � PRECISE GRADING PLAN SHEETS " '"A;," ' �► CIVLt RIVERSIDE CO., CALIF. FOR TRANSPORTATION DEPT . l� 27431 04TERPRISE CIRCLE %WST TRACT kkF DATE: N/A TEl�ecut.A. CALIFoRi A 9z590 TITLE SHEET TWO WORKING DAYS BEFORE YOU DIG TEL. (909) 676-7000 - ! 1 r 93 131 PAD=1157.0 PAD=1152.5 , 149 GRAPHIC SCALE PAD=1156.7 , yam° 131-9113�o 0 ,o 20 •. 6015 4 PAD=1150.8 5�5�p 60.3 ( IN FEET ) 6 Z�C, L, r co FS o. 1 inch 20 It;. Lp 5 rn Ln -p � 0 2.0% -. 103.48 cn 'v► a o � d a MIN r o Un rn A r T' Q'- 111111 .r ..+ N W O �0 cr 1 25.7 3 Cts d� N0 ��� 0 it r- r- 'v� 11 11 d(10 � Lp is Lp- �. o �, 57.42 0 L 13.4% (D co O O , °° Ln �'LI) '(p ) 0N 11 rn nLn n � � � 00 15 3 r o �'o °r o .aoo o `�' 1 2.0� o v, o� coo 0 L,4 0 174 PAD=1152.8 �N o, o r N wLA PAD=1151.2 MI © • , `'� "� o p��G 29.57' 00 LA r- 0 a, �o r .P Cfl ~0 -rt Q° 2.0% �5 o cr N v o 031 >- -,n - FS Q, o-) MIN. 36• A 11 Ln 5g' - o _O W N Ln L d4 29.11' 14.0%'0 rn 6.7% 1� Q, tv � 00 n N 34 PRO�DE STP -n r °' I ----"�' o, -", --r- o O N TE: 11 rn a O o N cn 55.1 S' rn ETWEEN FF & G -�, , W 0 oy 0 C-A 00 cn oil d Ln 142.32 175 r 11 - 11 0 15 2 2.0� C3A � 0 N PAD=1153.3 o,�.�G r"` ".6CD -0- rn 0)22.87' PAD=1155.0 MIN. SA i,, NLw - w rn r- a, u' o co o o, C.Q y ,�,� O Cz �° r �$�G v, - "'- CJS © � © 2.0% 65.3 © a 62' 26"12 O N S 0 Ln 6.2% tv Lp Ln :Pb Ln �,`G h"�" 88.69 to N �' ., 44- 43 w 54.46 55.56 r cr 'O 0 �, T. 140.18 LIN y cr 1t D NCp co Up W Cr 0 '` �C� God �� `�� M.... 11.5% rn O pi . • �`- CALLE LOPEZ � --- Ph , OLn � � � r I' � , N 2.0 N O �+ Lncn w w a -H o 55.9 M O .� CIOO S.c �G o O� II II II 1 Up 6�` C>n vi r Ln �, ,�G ,`G o C N 56.50' 2.090 C] •o • a s O MIN. Ln O O Ln 58 0 59. FS 59.9FS 61.7FS 62.7FS 63.2FS 64.1 F o ;11r- ao � W S6, 'ORs� S SS 6F h h 58"SFS 136.61' cn ! r- c�0 o. �y S �. s 57,4FS 4104' 17.87' 35.61' 62.4TW 56.00' 63.6TW 45.00' \C, 140.00' � S 3s 2.66' 9FS o 0 63.1 FS C�� �S � S11 •00' 0 60.2 60.9FS o A 65.1 TW U o 5"�`� cry �O % �� kn ,� s S 21.32' N 0 6 CO n a' %! ���5 s6, cp •O �., = o 0) FL _0.1'DF 6 3.2FS ci, o I �`�," °'rn ~', rn ,r 6' •p S o Cn 6 3.STW .0 0� -9 o un 'O � s � J. � 5 F o � "0 r 61.OFSF -D.3'DF -0.4'DF `n w � � .s 4 �� 6.6 L --0.4 DF 1 .0 r 20 00 n -*t O Q p 6.0 0_ y. _ ,so� .���•� ''� O` `' 0,� OII �-••' No GF=1165.7 _0.2' 10.0% � III �2.0% - 0.2 DF 6o.7FL -0 63.a GF=1164.1 CO MIN.32 DF 64.5FL DF rnNo, � �° ' Ln Q ' GF=1159.80 GF=1161.6 60.7 63.OFL 64.5 vn OD ow, \-0.40DF I oo_6rn w ao 1, FL NOTE: PROVIDE STEP MOD-2328E ` °' 8 58.6 MUD=25628 r- i,,,, 2p ° "7 FL BETWEEN & GFF=1164.60 FF=1166.20 F 62.20 MOD= MOD=25628 PAD=1164.1 PAD=116 0D' 180 181 57.4 FF=1160.30 . ' 182 FS ' S 1�S j 10 PAD=1159.80 PAD=1161,90 63.4 63.5 - �� �o s� FL 65.0 65.0 Cn -q � -n Cn -J 179 61.2 61.2 FL (n L I 1 n y -n O � � ~=v rn FL a - 4* N - FL FL _ _63.8 65.8TW FL c o a rn II Q -� w N �4 59.1 59.1 61.6 o HP/FL 64.OFS o 65.4 •66FL co FL 64.1 TW ., ., --•~ ^' 9.0% rn - - FL/HP 61.6FS 0 oI o FL/HP �-- O .i pp N 0 59.5 !" © N 64.6T o �,� N qr� r. MIN. ni w 0 62.4TW c.^' 0 64.1 FS `D z o O rn y Cr) rn 4 _ N N FL/HP ., o o 20.00 �t o .,, 00 w o is 62.15 61.9FS o 64.5 66.0 0) IL �' °' rn ' rn rn 57.55 � at 59.9 � � ��G u, a o �, � rn �' �, �' �, rn 44.23' ca? FS FS FS 60.00' S 5 aD rn �► r- 10, co r cn FS 61.00 61.00 FS 294.D0 \56.00 cT'n /23.00'- 57-55 3.00' -8 Z� -'° 0-AID Ess, 5��-\C, 60.V z z -ZI-lo/ 00 V V 11b ()()00' 56.00' q .� `r�oN S A G Y�9�F` 6 " 189 188 187 188 185 183 154 m PAD=1149.7 PAD=1150.9 2 100 101 PADS �, PAD=115 .5 PAD=1154.7 PAD=1157.4 No. 6457 . , PAD=1162.5 PAD- 1181.90 C0 w * Exp.3 31 -00 * P D=1169.2 PAD=1172.0 '7z-OF G No 04 r Underground Service Alert OWNER REVISIONS SEAL: COUNTY SEAL: (� �AO�ESS�py� PREPARED BY: SCALE � COUNTY OF RIVERSIDE 2 • R t T D CIVIL ENGINEER NO. 26457 ' Call: TOLL FREE - Ec s C L __ _ � WON SANG YOn Hc�rizontvl �QF , CENTER HOMES � No 26457 1"�20' TRACT NO. 23174A 1 -,-800 2280 WARDLOW CIRCLE, SUITE 150 _ 2 ?� CORONA, CALIF. 91720 Pwific * Exp. 3-31-00 * APPROVED BY: Vertical �initq�T _._____ 422 41 3 DAL RIVERSIDE CO., CALIF. FOR TRANSPORTATION DEPT. PRECISE GRADING PLAN SHEETS (909) 279 -4D00 �r r 27431 ENTERPRISE CIRCLE WEST LO'T'S 94-99, 150, 151 , 176- 182 CA1r��� DATE: N/A TEMECULA, CALIFORNIA 92590 TWO WORKING DAYS BEFORE YOU DIG TEL. (909) 676-7000 T 1 1 � l l