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HomeMy WebLinkAboutLot 26-46,50-78 Precise Grading r GENERAL NOTES PRECISEGRADING PLAN 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER 70. AS AMENDED BY ORDINANCE 457. 2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 3. DURING ROUGH GRADING OPERATIONS � SITE NO � 23173 AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. COUNTY OF RIVERSIDE , CALIFORNIA 4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. VAIL RANCH PKWY. 5. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 6. MAXIMUM CUT AND FILL SLOPE 2: 1. 7. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDINGAND ND SAFETY DEPT. FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 8. PROVIDE S WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL N �. ROUND OFF TOP SLOPES OVER 5' HIGH. y 9• PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS ALONG Lo G PA 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 � - 1 . 0 , 2% IF CUT OR FILL IS MORE THAN 10'. DRAINAGE SWALES SHALL BE A MIN, � 65 , N. T.S. �-�� bb 64 5' OF 0.2 DEEP AND BE CONSTRUCTED A MIN. OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 67 63 b2 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, 61 ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY / RDD 60 57 68 sg sg DRAINAGE PROVISIONS MUST BE USED TO PROTECT -_�CDURT 56ADJOINING PROPERTIES DURING 69 Q. 55 GRADING OPERATIONS. 54 - SECTION -- 13. FINISH GRAD SHA70 Q. N � A A E LL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN • 71 53 178 FOR REAR YARD SLOPES GREATER 1/2 ' PER FOOT FOR A MINIMUM OF 3 FEET. • / 14. CUT SLOPES EQUAL TO OR GREATER THAN I 3 N VERTICAL HEIGHT AND FILL SLOPES 72 f 52 4 al 40 39 THAN 5' IN VERTICAL HEIGHT EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS 73 / 31 4 38 37 OR GROUND COVER TO PROTECT. THE .SLOPE FROM EROSION AND INSTABILITY IN ' 36 35 34 33 32 31 ACCORDANCE WITH ORDINANCE NO. 457 '.PRIOR TO FINAL GRADING INSPECTION. 74 44 � 1 30 15. EROSION CONTROL: ALL SLOPES REQUIRED Td BE PLANTED SHALL BE PROVIDED WITH ROSEA ICE �' 29 PLANT(OR EQUAL)GROUND COVER AT 12" ON ,CENTERS. SLOPES EXCEEDING 15' IN VERTICAL 4 45 �p 155 _-��__ �,_.~� / � 156 28 HEIGTH SHALL BE PLANTED WITH APPROVED TREES SPACED NOT TO EXCEED 20' ON CENTER 48 46 /� - 27 OR SHRUBS NOT TO EXCEED 10', OR A COMBINATION OF SRUBS AND TRESS NOT TO 1 -CftiD i5a 157 15 159 160 161 162 163164 \ EXCEED 15' IN ADDITION To A GRASS MIX OR GROUND COVER, SLOPES EXCEEDING 4' 2 `N 47 15 26 IN VERTICAL HEIGHT SHALL BE PROVIDED WITH AN IN--GROUND IRRIGATION SYSTEM. 84 V 15 N 3 165 ` 5' MIN. P/L 5i' MIN. " SLOPES EQUAL TO OR LESS THAN 4', MAY BE IRRIGATED BY HOSE BIB LOCATED AT THE TOP / 3 6 MIN. 6 MIN. 85 - £ 151 143 142 166 25 3' MIN. 1' 1' 3' MIN. OR I-OE OF fHE SLOPE, SPACED TO MAKE USE OF A HOSE NO LONGER THAN 50' IN / 4 / 144 ``' 13 .94 ow goMUDSILL MIN. MIN. MUDSILL LENGTH. THE IRRIGATION SYSTEM SHALL BE PROVIDED WITH AN APPROPRIATE BACKFLOW 86 75 7 150 u 141 136 134 167 24 � DEVISE PER U.B.C., CHAPTER 10. 5 6 ~-� 16. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE 77 149 las ,� 133 6 / 87 140 137 168 23 :� `� `:•• PRELIMINARY SOILS INVESTIGATION BY G.E E, INC. DATED ��� TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 7 ,q�� 88 78 148 147 14 J � 132 169 22 '•`� '' ' / BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN _ 139 138 �^ 89 83 79 131 170 cit 21 12 MIN. 12' MIN. RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 9 ���� 90 82 81 80 "�""�� LEVI '��u 130 171 a 12 11 2% MIN. 2: 1 MAX. 6" TYP 20 10 2% MIN. 17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE 91 103 104 108 -� 21% MAX. 21% MAX. CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOILS FOR FULL SUPPORT. O 10 � _ 101 102 105 106 107 �, 129 172 d 19 13 P PP�- 92 93 10 109 �7_ <' 9 ,i REPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO - 11 94 99 128 173 Irn' 18 la k SECTION B B PLACEMENT OF FILL MATERIAL. 95 9 Nou 12 164 96 97 150 149 148 147 llo 'm 127 174 17 16 15 ❑ e 18. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS II,II.f �� 163 151 a 6 ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND 47 ilt ;I;'ll�';��'I!II!!"'' 152 - a I;�I ,�, IIII I, 154 153 146 111 ¢ 7 s II � 13 - 162 161 126 175 'L3 WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL, FILLS OVER 1 ' DEEP. - a9 160 1 4 159 155 _.�-� 157 lsb '' COMPACTION REPORT c II II Il;; l 14 Ise 112 - PASS 19. FINALE ORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ON FOOT. WAS- r 145 - - GAROCI 15 _ T 3 7.0. A SUITABLE QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE RIV. CO. BUILDING & 17 ��----- __�� 144 117 118 119 2 E TI ON OF R � � I 123 EN CERTIFICATION OF COMPLETION 80 81 8 113 120 121 122 N r I,!I! II� !'ll�' i�l 79 114 115 116 124 125 SAFETY DEPARTMENT WRITTEN ROUGH GRADING IN I� II� IIII, II��I, I � II I ,I I� II I 18 -� I I � , � IL 1 ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE 89 II' iMl,I I lil' i II I� I !III f 'il it I it II!III II Ili Illi ,I 19 � II I!I IIIIII I IIII,! I � P L III 83 143 5 MIN. /� BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE GRADE ELEVATION AND LOCATION � 24 tlll!'! 1 � ___ i'II i °Ilia I Illil I tl, 21 22 23 �I a IIII il,I!I 126 OF CUT/FILL SLOPES 90 93 ! Il�fl;tli' it 142 _ 3 MIN. 1 / L LO ES ! �`!I I. I'Irr�� I LII �i'. (IIII �I II ��, '�f i.. ISI, ,.!, II ` �� t8 „I It, 84 128 127 _�---- 21. A SUITABLE QUALIFIED, I rl �� ,I III �� I III I I '. _ MUDSILL I LE QU L ED & REGISTERED PROFESSIONAL SHALL SUBMIT CERTIFICATION OF BUILDING PAD ! 141 129 M N. G 30 134 33 131 fi MIN. 133 3ELEVATION H 2W RSPECIFIC EV T I IEAI N ELE O S AR R IR TH E E UELEVATION REQUIRED.D EW TH P T �REs Ec T MAN 136 � 0 E II 40 .IIII i' I Ali I.I.I 'I I In Jl I: 137 A 138 SE LEVEL SHALL BE GIVEN. IF AN ELEVATION T I; 139 ELE 0 WITH RESPECT TO ADJACENTGROUND I' I ) E I , I 9 1 95 �I � 3a �I! 2 it ,III e SURFACE IS REQUIRED, THE ACTUAL DISTANCE ;, L CE ABOVE THE ADJACENT GROUND SHALL I � L' I I II I'I 9 �. ;� ��I� , BE GIVEN. � � III I. c ISI' I , , ,I I I '� I I' '�'I �r- 97 t/q L o.' _�r REGINA _.� IIII � il'i�I �I: � �II, 'I'. 'I. I II,, I I I".+I�I"�' lil I, 'I�I� li�� �I..I�!' � 1. £ I 22. A SUITABLE QUALIFIED U I D I. I � � �I: Q L E & REGISTER D PROFESSIONAL N ; I II �" I 12 MIN. E SHALL SUBMIT TO THE BUILDING E L. G I 'h;l �� II ! �� i r��', I II i i; �II;';;I';�� I, � I _�/ II I' I I c. I '�'� I u I. I II I ,I I I! I,. D r' I a 125 2: 1 MAX. 99 - tI ll AND SAFETY DEPT. WRITTENCERTIFICATION � II F P ' to �Irq I i�;II IIII,.. II II Iql I I, ,I III,,,I II �',� ,, ,, � O COMPLETION TI ON OF FINAL A G ''�,I IN ACCORDANCE WITH THE APPROVED PLANS FOR A R l 7 L O ALL GRADING DESI NAT[ •!'1 4 124 2% MIN. ,I 101 " "I' ! II ; "ENGINEERED GRADING . 102 123 21% MAX. PROJECT SITE � � III �; I � ,I, III I I I I ; I ! 103 _ t, II !'''''i ''' 122 23. THE CONTRACTOR SHALL NOTIFY THE BUILDING & SAFETY DEPT. AT LE ST H� _w 121 SECTION c - c IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INS ECTI 104 �'�� _ �� 120 INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL I SPOCO)ON � --�.. _ 11 1 105 106 107 117 11 EACH LOT, Nj 1 i loe 109 11 111 112 113 114 115 116 24. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, TWO DAYS E RE 0�1 1 AT 1-800-422-4138. w,f LEGEND- HIGH POINT y...� M hl A PAD ELEV. -0. ' MIN. T.C. TOP of CURB ENGINEER'S NOTE: 1�- _,._.___....: ,_... ....�... SEWER LATERAL PROJECT SITE Iq .._.....�_..._A;.... __._� � WATER LATERAL A N F.L. FLOW LINE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMP LE RESPONSIBILI Y FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION 0 THIS PF*JE T, F.S. FINISH SURFACE to' rYP. to• TYP. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQI IREMENT�H L GF=1 147.4 GARAGE FLOOR ELEV S, (EXCEPT 5, 5, (EXCEPT APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS N THAT T E INDEX MAP- WHERE B WHERE C 5 C CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGIN -E HA L S FF=1 1 14.8 FINISH FLOOR ELEV. MIN NOTED) MIN IN NOTED) MIN FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PE FO A CE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE N GLIG CE PAD=1 147.4 PAD ELEVATION SCALE: 1 " = 200 OF THE OWNER OR THE ENGINEER. z 10 _ - LOT NUMBER 3 � � THE EXISTENCE AN TI E CE D LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN __. 2:1 _y-� EXIST. 2:1 SLOPE (UNLESS OTHERWISE NOTED) �- ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF ALL AVAILABLE RECORDS, -0.3' THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT DEEPENED FOOTING 47' 43.5' ;r THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES SHOWN OR NOT SHOWN FLOW LINE 47 A.C. UNIT . z ON THESE PLANS. AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO �0 THESE LINES OR STRUCTURES. ,41 34.5' 31.83' s „ 1 BENCHMARK DESCRIPTION 36.33 55' 57' a9.fi7' SOILS ENGINEER A.C. UNITS A.C. UNITS F�slo�� A 1.V RECEIVE0 %xl �y G.E.E. County of Riverside ELEVATION: 1230.562 DATE: 9--13-82 � � RIVERSIDE COUNTY DESIGNATION: T---27-�-•81 STAMPED ON 2 & 1/2" BRASS � 27447 ENTERPRICE CIRCLE WEST Building�&Safety [AA[ ���� �^F DISK IN CONCRETE CYLINDER. FROM THE INTERSECTION OF FRONT STREET x'12 IYP. SIDE YA TEMECULA, CA. 92590RD DRAINAGE DETAILAND RANCHO CALIFORNIA ROAD, 3.4 MILES NORTH ON RANCHO CALIFORNIA � �' �• (909) 676-7000 JAN ], 3 ROAD, 44 FEET NORTHWEST OF CENTERLINE ON RANCHO CALIFORNIA ROAD, , NOT TO SCALE �,: °y., . I N 99� FEET SOUTH OF A 4 FOOT, TWO BOARD RAIL FENCE, 2 FEET WEST OF q �p TEOF ��"� PP #1751190E. SET A FIBERGLASS WITNESS POLE 1 FOOT NORTHWEST OF PLAN 1 PLAN 2 PLAN 3 � M MONUMENT. ► Underground Service Alert OWNER `'� g REVISIONS SEAL. COUNTY SEAL: RoFEss� PREPARED BY: •� P o � SALE COUNTY OF RIVERSIDE �- �..- '' ,;. • Call: TSL FREE ��Q REGISTERS CML ENGINES ING NO. 48060 , 1 7 w � VAN DAELE DEVELOPMENT CORP. RICHARD L. VALDET Horizontvl OF 2900 804 2900 ADAMS STREET, SUITE C-25 `" `� �-1,f7TRACT NO. 23173-1 1�. `� �' AS SHOWN y RIVERSDE, CALIF. 92504 a> o 4 � t2-31-99 APPROVED Y: _..__._.. - 22 4� 33 (909) 354-2121 Exp. 8 erticol e�1SILTANTS PRECISE GRADING PLAN _._SHEETS RIVERSIDE CO., CALIF. FOR TRANSPORTATION DEPT, lf Ic 7 GIV1L "" �l9lE Fp N A 27447 ENTERPRE CIRCLE WEST TRACT cr►�� DATE: / E ECULA, CALIFORNIA 92590 TITLE SHEET W WORKING DAYS BEFORE YOU DIG TEL. (909) 676-7000 _. 50 PAD=1113.10 �► G - 49 �I PAD=1116,80 c 5 48 ;± PAD=1118.10 S ' • _` coo F4 51 4f, � O 47 N /NO �bO Q- r.... PAD=1118.80 �'7 X22/ TSV o / 24 / 2�3. �• Q QQ Qom/ •��. / ew , r S6 V so 3, IN (40 s -- 00 9 5 `vim co 2 D' � 2 4 r 2 n\, c0 d _•• o ew G (O 108.98' ^,] �` p 20 o o �v► 3/.80, CY '1V tri Ml I I CO 5t ry \ \ � kV � 36.08, o o° av ;,, f _ � � � ^�• �o � p los � z C) \ �' v, o D�' cid` Cj ��' •83' v 00 - "� zN 53 8 CO 0 AD ry 00 2% M 11 '�l 28.5 o u - --I-N.• d 0 ,4,�• `° �C Q co`r' Q 0 12.987z 45 I u� ! �S g 4v 29 'Co ry o 24 TSV 11 •d, �---- 26.420kv N v 24 0 \ \ - - 2(9 712.53' 0Q `-� o �' 24 A., co o, .1 I \ N N \ 35.47' 00 U_ Ln _j a�� �O'' 81' \ �o ..` L -0-23 I_ 2 7.6 7' N O Co LO 2% MIN. o O o I 13.0% (Z) N f Q "�to to 20.00' o 44 54 (AN00 o ►I � �i = •� O 13.5% L` g 27o MIN. 0 Ln co o CDCn A °' ca ), 12 20-00, N _ _ _ "' as N -ter ,_ T - -- - J PAD=1161-50 LU °' � cv � 187.86' � 104.31 •A�a a\ r~ 1 µng�4�1•.. I& J�' ' r'• �� �� � 0 ►,r �&os\ 01 w _ 60. 0 r x 55 43 �. — �/ 13 ����� I ' ' x,12-��-� * ��� � JAN 13 1997 PAD=1134.60 '30' 30' PAD=1134-20 * PAD=1162.00 F S do CMS- I - OF C1 SEE SHEET Na. 3 Underground Service Alert OWNER REVISIONS SEAL: COUNTY SEAL. Qss/ PREPARED BY SCALE : COUNTY OE RIVERSIDE �- b Call: TOLL FREE y REGISTERED CIVIL ENGINEERI G N0. 48060 , VAN DAEL DEVELOPMENT - RI HAR Horizontal ECORP. RICHARD L. VALDEZ !3 OF ° -- 0 2900 ADAMS STREET SUITE C--25 `� 1 "=20' _- TRACT NQ. 2173-1 800 No. X8060 RIVERSIDE CALIF. 92504 w,. 422 -4133 Ex Trans-P>e �ic 2-31-99 APPROVED BY: , 7 SHEE vertical 6648ILTANTS PRECISE GRADING PLAN ,. (909) 354-2121 � P CAVIL � � RIVERSIDE CO., CALIF. FOR TRANSPORTATION DEPT. -------SHE 2TEELIFCIRCLE T TWO WORKING DAYS BEFORE YOU DIG OF L;XOSDATE: N/A 27447 ENTERPRISE CALOR590 MODEL HGMES TEL. (809) 676-7000 2.3173--3/VAN1SHT2 DWG 12/20/96 17 SEE SHEET, N4. 2 44 54 PAD=1130.50 PAD=1131 30 .. .. e 187.86' •��, 104.31' ' po LO LO Ln CL I LO � 0) o c 43 LL- • Q] N Ln N rou-, 25.00 2% MIN. �C - 27 MIN. Cy 12.5% O (I J l 20.oo I ..�--- cv o I I Lf� LL- '<3,- � Ln a- 13.5% ' I: II r� O U)LL- r- Q_ Lr` � rn U- n U- � CL � 13 �- ``_ oo L � N Li PAD=116 2.00 L Ln PO a �i I I co 25-00- U- 5.00 105 31, pq 0 20.00' o 0 178.38 99.51' w- O O L� J o LL- -0 p Lri L LL J O cD Op O L / I % MIN. CU- ori C-i �r-i "' 0 42 -~ Ln tD �i "' 2 2.50' M O U cr.�o o cD ro 5� � � "' v1 12.5% O 2% MIN. O 20 00 , -••- O I I o I� o 2 5.0 � 0 13% � I � � r� � Qo6 Z Ln Ln ILA- I� II I. ,n = Q II --..1 --r r-� to � ,ri �.� ,r; Ln n z 14 J J Q 10 U- CL �` M �` N7 6 CO I �.» U. IA- CL LL- � 22.50 +63- UPAD=1163.00 � LL-CD , Uj co 20.00 I J I 175.64' a o o -- - Z '��, 95.31' --�� o �n U O i 1 I li MIN. „� J o U m o c0 �n Z --�--� ,� o 1- 00 a o 41 w � Ln po r I - vn� O N coo _ "' 22.00 O � °) 2� MIN. ..� w O � � "� 12.5� O � N ►� � �- o 20.00' U N I I o CN 0i II I o cn 0) � Q a No "' Q I I Q O 12.5 ,.� I.,-� �``� J c i O p J Q rn Lh � LA- � �- Ln p_ (J co 57 �` L� tL 07LL- r. r• as _ ►- Ln �, M �, �; 15 n I I N 2 2.DO CD M x cr) � 9 41' PAD=1165.10 rn 24.60 20.00 I .. .. : . . .. W r-rr ' 93.91'- 173.02 I - � ,. .. .. .,.... ...... , . ,.. . 4.00'-100 I ji� n v rv- 11.3% Q 2 MIN N. 20.00 ►-- N I -;---- C� � � o � I a -�- ..._I c,, 0v 13.0% 00 u j LO rn Ln0 40 I Ln oo Ln 00 ILL. 0 58 r`r'• N •~ p I I �1 o. p O11. N = ` ai �' ,� 2% MIN. o _ O V I I 2 4.00 CD -0 ►,� 00 CD O II Ul) II Ct- 20.00 I o i � � 92.16► J O I I i 6 0. 0' ` �; �n ` I Q �, 17 I 16 -pq n N 30.00' 30.00' a No nowO o b o I PAD=1167.10 22.65 110 170.36' 92.11' map U- 0 o I� 2l MIIN N .� ,ri co ,n oJOV O cn �---- --� --� Ln o co ai I � co O op � 3g 59 � 24'- � 2% MIN. II 1 �- I'r7 20.00 Ln 9.6% Ln O Q II 1 0 J I I d- 11.0% J Q L� O `� N CL LZ CL N z I tr) cn I o � N Cy o '� I I ¢ I 9 4.6 5' 1 "t N � �- `t � I C•; r• I I 0) 2 4.00' C� 21.52' � � PAD=1168.80 CD 20-00' 0 167.74' f I .91 20.00' r• a I U U- 13.0% 1 94 p 20.00' Ln ryO� N J ` li 1 2.5% cn p `� 00 � o r ` to `` a J �"� cn o �' rwj O rn J ..tilos 5 Lq � 00 p U ni ao w N II 38 ok Ln o d- 20.00 (� O rn O d II �J 2% MIN. o II 20.00 Li -- - x 60Kp CL U- I PAD=1170.30 2% MIN. Ln � � ,n U 1-- o c i Kt o� rn � 90.47' N N O nj UD �� ���.s,��°y stagy',°A .3 ,;='• �_ qt O Cy p {0 s O - _ +I ����� �,�� J A N 131997 � Ep 91.11 Fj 1 �q CP�� 3 65.00' � OFC - PAD=1144.90 SEE SH� T NO. 4 PAD=1 45.10 Underground Service Alert OWNER REVISIONS SEAL: COUNTY SEAL: OffESS��Nq PREPARED SCALE �5 �a COUNTY OF! RIVERSIDE �. � n Coll:, TOLL FREE REGIS RED CML ENGINEERING N0. 4806 -oF � Horizontal :.,� :;�f,. VAN DAELE DEVELOPMENT CORP. RICHARD L. VALDEz TRACT NO. 23173-1 W; 48060 ' 2900 ADAMS STREET SUITE C-25 1" 20' 1 -Sao N T� -P>�� 7 s RIVERSIDE, CALIF. 92504 Exp 12-31-99 ,� APPROVED BY: Verticol 6618ILTANT: PRECISE GRADING PLAN - - --SHEETS 422-4133 RIVERSIDE CO., CALIF. FOR TRANSPORTATION DEPT. w .� :. : ::•' (909) 354--2121 CIVI L sl �! 27447 ENTERPRISE CIRCI.f� WEST MODEL HoMES '�l�c OF CA�`FCga DATE: N/A TEMECULA, CALIFORNIA 92590 TWO WORKING DAYS BEFORE YOU DIG TEL. (909) 676-7000 23173--3/VANSHT3 DWG 12/20/96 SEE SHEET NO. 3 38 60 I PAD=1143.80 PAD=1143.80 18 PAD=1170-30 91.11 lop 4- 1 .40' n 20.0 N I Cn a- � -i O 12.5% to I.L. r Ln I 'n Q '� . N n o r -j 4COQ M o � N r r' � 37 Ln 0 cn II °' 20.00' II I NLn N P 2/'�0 MIN. — co 11.1 � �, Q 11 Ln Ln . Q 20.00 , �_. bo �- 11 O Ln I 19 cn 20.00' .. PAD=1171.80 'a 170.03 61 .,.. ,.. 120.2 4 �,. �-'� w o 20. 4* w n? r.,, 2 3.00 -n -n l v► 11 57 Ln ' . , r D r r Cn LA co � � D 36 I ..-.--� 62 r– II o, �P d O P V �• 2% MIN. a 20.00 `f' 3.00' O � O mCD I� Lr (� O co o t� Lp r ` s O `p pLp -n - L�' ' --- 20 r e 2% MIN. — o -- 70 6 r f PAD=1173.20 jp- 7 cr © �r cD to w rn o n co C (A N - �` 0' 35 \ Lp Zom-til. jell IN 26.06 -n QD O 11 o �o OD 41131 0 Ln C) n 00 rn O r N 110 n 1 ��.5�° � 6', � 'UDO „ op LP v cc 21 � \ �� PAD=1174-80 -p s - ZO.oO da CP o. \ rn 12 'S% n � 34 1 32.08 cr c,+ , . '^ -n co -n M\N• \ Ln 7 Val cc o � 0 � s-o J C"A o_ .� •O " - - 64 O (-A n Z Un ON MIN. -, ..� \ •�► �g 22 � f '� -*� PAD=1176-30 O `D \ \ O \ � -� Zo• �, - •� `� 33 52, ,0 5% 34. G0 J, / 'a p t � -37 "� �` •� Zo ZS ., Z •o •mss O -� O -� \ O 0� o O \ 6 5 W 23 °o. o 0 o% n �- UA _a cr �, 5� PAD=1177-80 �' ° MSN- o ° �Z � / \ o 0 � 1� \ •tP � po � � 'ZQ. Q - \ 7�' � . s � � 32 66 / �,�. \ PAD=1153.70PAD=1151.00 11" ILI If ver IT sfq OF J A I N 1, 31997 � SEE SHEET NO. 5 Underground Service Alert OWNER REVISIONS SEAL: COUNTY SEAL: g Q�pFEss,oN PREPARED SCALE COUNTY OF RIVERSIDE , 4 l -� HOrizont01 O RICHARD L. VALDEZ �, REGISTERS CML ENGINES ING N0. 48060 — Call: TOLL FREE VAN DAELE DEVELOPMENT CORP. � *: - , 9'=200 w' TRACT Na 23173A Qp 2900 ADAMS STREET SUIT 1 """"000 E C-25 Na. 48060 7 RIVERSIDE, CALIF. 92504 * Exp 12-31-99 ,� APPROVED BY: vertical ------- ,: 422-4133 rarLs- aldt"ie ssN:�r�Y�rTs PRECISE GRADING PLAN ­SHEETS (909) 354-2121 CIVIL RIVERSIDE CO., CALIF. FOR TRANSPORTATION DEPT. 27447 ENTERPRISE CIRCLE WEST of cA��F� DATE: N/A TEMECULA, CALIFORNIA 92590 , MODEL HOMES TWO WORKING DAYS BEFORE YOU DIG TEL. (909) 676-7000 231 73-3/VAN'SH74 DWG 11/27/96 4 SEE SHEEP NO. 4 . . 1 65 PAD=1149.60 I SCALE: 1" 20' 39.22 _._.. 21 _ 20.00 - r J o - -�-�- P� D=1174.80 U_ O 13.57 a o Co L 0 66 It LO I 290 MIN, .� Q II 20.00' o Q, 33 oa ; PAD=1151.50 Lno Ito o a 42,26' Ln _... - _.71, 0 � Ln lam) 22 0) o �_ . ._ ; ��- 172.48' A � ra - . i I ., PAD=1176-30 -T1 y _... 20.00 67 ' Let. I II [� 11.4 ! oLp o Ln Ln 270 MIN. 01 II oLA c0 o ^' �� C.,� � --1o Lp 1 cn a V -� f V N � 1 I � r 'v) I"a74 Lno 23.00 r-� 1► D 32 _ � N V N r r-n 20.00 11.3y Ln uIInth 2% MIN.Ln I-r- IV CA L''' _ 1 o co L w "v L rn _.. =--�-�- — is `" Com, 0 O .� ------- --�..... _n r •� 1 , U' p r r 9 .70' 6`- o, u+ 23.00' Ln 45.16' LA . 23 r) 168-00 w 20.00 I OD a7% L, -----W� PAD=1177-80 68Cjn r_ 11 a �., 11. w ----. x o Z tr 11 II cr -�, � N I rn U7 cf+ cn x f – 2% MIN. p w N v' o � �' o � . .� ` i,, o c°00 > r 2% MIN cr I o _n o 00' I _n "- -n r 11 a - � I N z Ln 20 1 �' r > �n 11 31 Z � Ln r p Lp - 23.00 0 10. , � o w r 186.92 � Un car Lp Lp 0 24 LIP up , o. , C cn- 23.00 154.2 I _ _n'up r 21.00 -► PAD=1178.00 49.74' I �- 11 11.5% w I o -- C > ..- r 'UA 040 o Cm 69OM. 00 Lp r 3 0co I Lp o N 20.00' 't " o L, -TA �� \° LA ON. UlLO Cn ..O U:) L 2 N 00 r o � 12.0% � o v cI+ �� 11 'O 71 t tr .- 11.5% cc -- 2 5 Lp �., —X25' ••� 6, o, 11 U' 1 , rn o 52.41 _ X55 ��• �+ ,1 1.00' o —r PAD=1178.00 2 v �-- ti r .n r Ul O 20.11 rn 1; •°' o_ 6 \1 0 ^ "� T...r r� 67 I \J 1 Lp `J -.- (j4 QLp � PAD=1122.10 to 61 �Jn 9�. 67 F ; PAD=1122.10 ��, .T� .,;� .. �.� ► 121 �"` T � ,�- r 'ter~ of y,;�;' �ca ��.,;... JAN 1 199 SEE SHEET NO, 6 - Underground Service Alert OWNER REVISIONS SEAL: COUNTY SEAL: pRpFESS/py PREPARED SCALE COUNTY OF RIVERSIDE '` REGISTE ED CML ENGINE RING N0. 48060 �OF Call: TOLL FREE LDEz Horizontal y RICHARD L. VA VAN DAELE DEVELOPMENT CORP. ---�--- 1 -8002900 ADAMS STREET SUITE C--25 °� 48060 1 "� TRACT NO. 231731111111111111111 �� No. 20 Turns-P�r� 7 .`�";.�. RIVERSIDE, CALIF. 92504 4y' ' "�� 422-4133 ,2-31-99 � APPROVED BY: TS r4 909) 354-2121 "1 �s���al 6�Ni�LTA•T: PRECISE GRADING PLAN -------s EE .. CIVIL RIVERSIDE CO., CALIF. FOR TRANSPORTATION DEPT. r' 27447 CALIFORNIAENTERPRISE CIRCLE T AN TWO WORKING DAYS BEFORE YOU DIG DATE: N/A TEMECULA, 9290 MODEL HOMES TEL. (909) 676-7000 231 73-3/VANSHTS.DWG 11/27/96 M°.Vr.'i rov i 1 y,T2w �"S 70 SEE SHEET NO. 5 . .. 129.fi2"�"`--- -2AD 1157.90 3 1--- 60.10 , --- PAD=1158.00 C � _j - U_ J - 1 U') 155.25 ..., M �o. N o LO o � N .. m 00 4'4c Ui p ° MIN. ZI n �' I ^ ••--�. C1_ � p � 20.00 cn u, / r -'j 1 V) 2% MIN. 1 00 1.5% � Ln Ln CN L0 Lr) LZ 0.00' LL cv Ln 12.5 y o 20.00' Ln ,PIP) 00 m�� _T1 •ph, 11 Ciln o0° 0 0 2 5 Ln Ln Co L4+ N p �, PADS 1178.00 a, o Lh r of to2 r 56.25' ' Ln 0 00 0 C. _ 22.50 rn _ 12.59 rr-, -' In cn 8 o 1 CLj�_ Ln rl- _`- 2% MIN. �n 0 Ln � N �` 0 55. 16-24' I ..�... ..�... __ 7,01 QD ,� o 0 II _ s6.3o 27 90 n2,to zf rn � O 72 23.08' `�' I o 67.25 FL/HP N a` 70.65 FL HP z I I Q I 0 1 j N �' 26 I > "� I� `1 -, _I N N '0 73.85 FL/HP r� 1 Q � � a U_ o I N 1 1 I 2�1 a � 0 v 66.9 FL 66.9 FL 70.3 FL 70.3 FL 1 "' i to r7 I 1 1 73.55 FL 73.55 FL 0 0 / o I 0 11 iiF I (511 PAD=6 7. 50 PAD-- 7Q. 9Q 1 1 PAD= 74. 1 D o 1 �_ FF=68. 00 FF= 71. 40 1 FFA 74. 60 z J 00 N I 1 M w PLAN 3B o PLAN 3C o J '� J PLAN 1AR i o3: 53.82' cw �n o I o r o Q N 26. 2 1 �-�► II %C C) v �° ► ' ►"�► 00 N 24.44' 101 1 13 27.62& a ^ CO O cn 1 7 3.05 FL 7 5 �F�L ;7O 73 9.8�� Q � �� � 66.35 FL 69.75 FLf � _..-... .,.. tD = II � J a, I 66.45 FL 11 69.85 FL I ! LU 2% MIN. \ Q Li 1 . --� Cl- L � I GF=6 7. DD GF= 70. 40 GF= 73. 50 _ _.. _..;.. ..-..._.. _ n ra 11 to � 1 3' 1 3' 00 Um �- o N 04 LL �s a i l X � tO 0 20.15' OS 0 0 0 \ o LO 0 \ � In 04 o LLL o N a o co N N o� I j N 60.00' 70.00' 64.90' 131.78' `� u'. - --�---- - -- 6 4.6 FS 68.1 FS 71.9 FS 1 � i I 58.39' 20.00 L, r �',, j 65.9 FS 69.4 FS 70.5 FS O J Q� 10.5%'° �n rn p '1 t tD M ,,' / 6 6.4 TC 6 9.9 TC 73.1 TC m II , '63. 1 TC U_ rri cD / I i ... w _...1.. . co C� 22.93' _.., �a LAIN. o HUPA Dto RIVE C .l � � 65.4 TC 68.9 TC �z 74 U_ CL �- �1' s� �s / 6? 2.85 FL 'o• - �� ASO ��s r� 62.7 TC ' � to 6 .5'S• � O• � � 66.9 FS a, 6' �. 4.0 FS 68.2 FL t c0 E r � .� 'O� l 6?S F s 65.0 FS 40 F 13.48' 4.38' 64.16 I I I Q "� •D 41.04' o 0 00 '8 N o 12.03 0 o to / N o s0 GF=69. 40s. _...._.- .. .... .._ _......_...-....�...__.a O s 6 � •�O+ ��� 65.35 FL 11 1 I F`� 68.95 FL 68.75 FL ........_ _.__. . G o G 66 60 �65 FL 65. 79 � I ,0 �0 6' 6 ,� 63 0' n s� •2 F I 1 PAD=1174.94 85 '!• -0.25' I !. �� 4 I C� -00 o PAD=69. 90 1 ' A . 1L PAD=66. 60 a FF= 70. 40 1 s 1 FF=67. 1 D PLAN 23R �9 s o o a 1 PLAN I CR 75 I � 1 , .�• � / •�s .q 1 5.8 F 66.2 FL 69.25 F 69.3 F FC ss / �4 66.35 FL HP � - � I 1 .__ .____ _ __ _. ..._ � I s N I 77 ° _ PAD=1174-20 �_ . � 7 8 , , a CN . --- ------76 65.25 58-25 o f f 117.87 E - 7.334mm'O.0 01 ttn 84 85 PAD=1170.00 �.. �. . �, 4;00 �$M- - o ab• 86 PAD=1169-20 � "-� ► � - PAD=1168-60 q�o�ca� JAN 131997 l PAD--1168.10 Underground Service Alert . OWNER REVISIONS SEAL: COUNTY SEAL: o SCALE QapFESS� PREPARED t COUNTY OF RIVERSIDE6 ' REGI ERED CML ENGINEERING NO. 48 60 ' �! Coll: TOLL FREE y Hor�zontol OF • i RICHARD L. VALDEZ VAN DARE DEVELOPMENT CORP. ^ I TRACT NO. 23173mol - 2900 ADAMS STREET SUITE C-25 No. 48060 1" 20' 7 RIVERSIDE, CALIF. 92504 * Ex tF-3t- 9 APPROVED 8•Y: Tl'eIIS"'P�dit�c TS m .,. 422 4133 X909} 354--2121 `' Ian RIVERSIDE CO.. CALIF. FOR TRANSPORTATION DEPT, verticol Q1■tt�LTA�T>j PRECISE GRADING PLAN „ 'rt4 C ��\!` N A 27447 ENTERPRISE CIRCLE WEST MODEL HOMES r . F CI►��F DATE. TEMTEL LA90C,LIFFOGRN A 92590 TWO WORKING DAYS BEFORE YOU DIG 23173-3/VANSHT6.DWG 11/27/96 ' n i �..w VAIL RANCH PARKWAY - -- . . . ................................. .................................. i 111000, .......... .......... 267.22' / i I � I I oA PRO RETAINING I EXIST. 2: 1 SLOPE I �� WAL 16.8 TW I 14.7 TW 13.7 BW I r 1 13.7 BW � o 30.37 o 60.19' � 84.68' ' l til c� 13.5 FL 74.04'74.04' �p �• / I • 0 %' N H P o N 16.fi FL r� �, `ti 2p r z N 12.9 FL $ 13.4 FL ' HP 12S F� oo / E ��- ' .� 19-87- 0 16.2 FL o 16.2 FL ° 1?s N / CII1 5 a r �� ,,. LU 49 �o_ / / _ 4\ `'i PAD= 13. 70 PA '�'� �8 < D= 16.80 FF= 14.20 FF= 17. 30 s _ 87 N N / o N PLAN �3BR FLAN 1CR 2'q -� PAD=1111.70 I ��,� � � 15.7 / •30 .� -10<\ � 'C' I f �r t T ���,. 12.84 FL L •p \ � `s.�`/ 12.45 FL 8 . �" � ... FF- 13. 70 GFS 16. 30 s.s FL �8 �, °� `pa 0 0 16.8 TW c j v 13.7 B W d. ►� o co• d.- 6 , a r ^ t1') J ~ Cts �/ (0' ti c'1 Cj 1 _ 06 43.07' 26.89'rI 35.16 3,p0, 99 15.53 16.6 FS 1� \� � ®° 1 / . � 11.3 FS 13.5 FS 17.1. FS 16.16 TC 11 I 9.24 TC 11.39 TC 12.73 TC 14.00 TC -",► 15.82 TC 17.10 TC, CALAC DRIVE - 13.9 TW ,, ��, / 0. . --. -- -- .-•--� , 46 PADS 1120-60 41- CALAC DRIVEZ�' 17.25 FL CURB CORE \ w I I `` \ � 17.75 T �-� r \ X0711 6 I 45 PAD=1124.00 .�`®f a 93 51 PAD=1113.10 �., +' ca , PAD=1122.10 r, V" IPA ,1 11 1 ■ �q7E o�GP`' 997 \o ■ Underground Service Alert OWNER REVISIONS SEAL: COUNTY SEAL: pt OFESS/pNq PREPARED BY: SCALE }1 \4- COUNTY 4- Q�° ` F COUNTY OF RIVERSIDE ' Call: TOLL FREE REGIST E CML ENGINEERING N0. 48060 , 7 ' . �'� VAN DAELE DEVELOPMENT CORP. RICHARD L. VALDEZ Horizontal __....._..........._DF 2900 ADAMS STREET SUITE C-25 48060 � --soo No. , =20 __.. __ TRACT NO. 23173=1 �. 42 _,, RIVERSIDE, CALIF. 92504 x t2-3t-99 APPROVED BY: trans-PaI e 7 2 4133 * pVerticalE (§09 354-- 121 Q�1I> MLTAIIT• .____ _ 2 s CIML `' RIVERSIDE CO., CALIF. FOR TRANSPORTATION DEPT. PRECISE GRADING PLAN - " ,O CAt\� DATE: N/A ZTe ECULA, CALIFORNIA7 ENTERPRISE CIRCLE C z 90 T MODEL HOMES TWO WORKING DAYS BEFORE YOU DIG TEL. (909) s7s-'7oo0 23173-3/VANMOD.DWG 11/27/96