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Lot 23-74,79,80,83,84,87 Precise Grading
GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENTCT wTr STANDARD DRAWINGS SUBSEQUENT AMENDMENTS. ® F,pFT.1 2. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND ��sT� ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS GF�� DISCOVERED DURING CONSTRUCTION. GRA PLAN I 3. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR a�mlc REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE CHANGE IN THE FIELD. = ' iID. 23064 PRECISE DING � 4. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLICm 8888L0TS2374 Aq -Z��'�' `� �1I A ,p ` RIGHT--OF--WAY. If 79' ,� ' 0 �IV �Q �-4 5. A PERMITTEE SHALL SCHEDULE A PRE--CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO �I soy" BEGINNING CONSTRUCTION. d VALLEY z VALLEY 6. CITY ORDINANCE 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION 3 ,�o� ACTIVITY, WHEN THE CONSTRUCTION SITE IS WITHIN ONE QUARTER (1/4) OF A MILE OF AN OCCUPIED RESIDENCE, BETWEEN THE HOURS OF 6:30 P.M. AND 6:30 A.M., MONDAY THROUGH FRIDAY AND SHALL A PROJECT ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7:OOA.M. AND 6:30P.M. ON SATURDAY. FURTHER, NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY OR �ovv0 ti NATIONALLY RECOGNIZED HOLIDAYS. �' SITE 7. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM 42 STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED Q SPECIES ACTS OR WATER QUALITY REGULATIONS. THE PERMITTEE IS RESPONSIBLE FOR OBTAINING THE 43 APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCE OR GRADING. ' pF�h9H T t � 44 8. EMERGENCY TELEPHONE NUMBERS (ANSWERING MACHINE IS NOT ACCEPTABLE). . �\ 45 ,•� \ �� CHUCK NORTHROP -- DEVELOPER STANDARD PACIFIC (951) 712--8462 ,% ��� 46 (t � ,,,,,, �, �"'��" .' 0) \�� 47 NORTH CHUCK NORTHROP -- CONTRACTOR STANDARD PACIFIC (951) 712--$462 ® ��` ���� TOWNSHIP SOUTH RANGE WEST SECTION �� ;, �,, 4$ .�. _.z_ 28 9. THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE EROSION AND SEDIMENT ` �` ; �� �V- CONTROL NOTES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING THE STATE NPDES PERMIT "% , ��� ' %, ;_ �q � ��� 9 VICINITY MAP FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. ��� ��� �'�� III ��I NOT TO SCALE 1 ��� ��` �� N' 50 if 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA, AND 11 i ��% C����� � � �`��, �` �p / �� RELOCATION COSTS OF ALL EXISTING UTILITIES �� �� 1 11 • C 11. CONSTRUCTION FENCING: A SIX--FOOT (6' CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL �� :`. '� // / BASSKBEAEMS � 1r AND COMMERCIAL PROJECTS UNTIL ROOF SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY FOR 6 �� � ". �` ��� 1 �� � � �� 52 ry PUBLIC SAFETY. THE MAINTENANCE FOR CONSTRUCTION FENCING UNTIL ROOF SYSTEMS ARE COMPLETED 'J.`� �% �// ,� y THE BASIS OF BEARINGS ARE BASED ON THE CENTERLINE OF DEER HOLLOW WAY BEING IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. �11 ;�11 % \ �� ,' ��� �® 0-o<_4 /v e, THE N4Z23'53"E ROTATED 0'00'35" FROM THE RECORD BEARING OF N42'23'18"E PER PM. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND �� ti � / N0. 24387, PMB 164/ 5-�20). TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491 �� (TRACT AND PARCEL MAPS ONLY). 11 -. `�'11 ,s `i ,-.�`e /// 4, 13. DUST SHALL BE CONTROLLED TO COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'SL '0�__,'� �� �. ����_ � � ''I �i .00, �� SCAQMD RULE 43 INCLUDING METHODS APPROVED BY THE CITY ENGINEER. 0*14 ���` :, . i� �'� \i 55 - � -'` op BEING IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF �� .y,. CALIFORNIA, BEING THOSE PORTIONS OF PARCELS 19 AND 20 OF PARCEL MAP N0. 24 387 14. A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3) DAYS ; ��� ���� -`" �„ r FILED IN BOOK 164 PAGES 5 THROUGH 20 OF PARCEL MAPS IN THE OFFICE OF THE FOR THE RECEIPT OF THE OCCUPANCY RELEASE FORM. � ��� ,�� j, COUNTY RECORDER 'OF SAID RIVERSIDE COUNTY. 15. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING, GRADING OR EROSION AND SEDIMENT r �� ,N ��'� „ �," +�,,. 56 CONTROL NOTES, PLEASE SEE SEPARATE NOTES. ' � ," , � -."�""' 'I, , '' �"�-1 I�' " 31END 'e- �"'�/'./,��" _ � 11 �- ' , , " , pl ��: 1 GRADING NOTES ,;7,, , " '/1", , � , : � `� �`' ,!�\ � �, �, ":4 1'311,.1 I I",I", ; ` 11 11 v �i ASPHALTIC CONCRETE A.C. CUT/FILL TRANSITION ---)f-----��--- 1 ALL GRADING EROSION AND SEDIMENT CONTROL RELATED ACTIVITIES SHALL CONFORM TO THE TITLE ` � \\ �, ��� �® 57 18 OF THE TEMECULA MUNICIPAL CODE AND IF APPLICABLE THE STAT WATER R 0 ES CONTROL 9330352040 ; r ,t� �`� ; ; �` BACKFLOW PREVENTOR BF EXISTING CONTOUR -----(1125)-- EES URC C NTRO ,"� �, BOARD (SWRCB) NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. ®` �, ��� �� °�,\���, 58 CATCH BASIN CB PROPOSED CONTOUR 1125 �� t���} ! y �� EXTRA DEPTH FOOTING ED ELECTRICAL LINE --E-- '' 2. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY \ : �� ., � X i " ��,x, 59 FINISHED GRADE FG SEWER LINE SOILS INVESTIGATION BY LGC INLAND, INC DATED _ 6 j6/2006 THE ENGINEER OF RECORD HAS DETERMINED THAT, CONSIDERING ; , , \ SITE CONDITIONS INCLUDING SOIL AND CLIMATE, THE PROPOSED SITE ; ;` �; �� �� ;; ; , �. �� FINISHED SURFACE F5 WATER LINE 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 AND SHALL COMPLY WITH RECOMMENDATIONS OF DRAINAGE SLOPES SHALL BE SATISFACTORY AND DO NOT WARRENT �� �� �i'`;` ,. fi0 FLOW LINE FL EXISTING GRADE THE SOILS REPORT. MORE CONSERVATIVE REQUIREMENTS SPECIFIED BY THE BUILDING CODE. ® ,; a (1234.56) \ -`�, �� 1,-�" '6'� ,"'I,'" ®� \ �� HIGH POINT HP PROPOSED GRADE 1234.56 4. STABILITY CALCULATIONS WITH AFACTOR--OF--SAFETY OF AT LEAST ONE AND FIVE TENTHS (1.5} �� i � `� �` TOP OF CURB TC BLOCK WALL AND GATE SHALL BE SUBMITTED TO THE LAND DEVELOPMENT INSPECTOR BY A REGISTERED CIVIL ENGINEER, SOILS 1"� ;®� \ `� , 61 �11Al �C`i��IKI_NOTES �;i v � 41 `� �i TOP OF FOOTING TF TH R U WALL DRAINAGE l� ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER THIRTY FEET (30 ) IN VERTICAL HEIGHT. ` \ \ ," i ,� i� WOOD VINYL FENCE d CURB CORE FOR 3" DRAIN PIPE PER DETAIL ON SHEET 7 1 EA f� �'`� \\i TOP OF WALL TW / L • . 5. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR i� `� \ii PROPOSED RETAINING WALL PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER THREE FEET (3') IN VERTICAL Q INSTALL 3" ABS ASTM-D 2751 SDR--35 DRAIN PIPE PER DETAIL ON SHEET 7 10 LF � \\\ \ \\i ` TYPICAL TYP. HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP ►� ` .'/ ;ai\ v �i PERCENT % EXISTING RETAINING WALL OF SLOPES. Q INSTALL 4 PVC SCHD 40 DRAIN PIPE PER DETAIL ON SHEET 7 30 LF I, % �\ o" f ` \� \", 63 ® INSTALL NDS N0. 13 4" ATRIUM DRAIN WITH 4" TO 3" REDUCER PER DETAIL 1 EA i1\ �\\\ r; ':, 39 ��� "� REAR DECK OPTION INCLUDED '�C PILASTER -�----- 6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO A PRE- ON SHEET 7 \i\ �\ r11.1 \1t \fit BACKFLOW PREVENTER BF BLOCK WALL CONSTRUCTION MEETING AND COMMENCEMENT OF ANY CONSTRUCTION/GRADING ACTIVITY. 5 INSTALL NDS N0. 1212 GRATE NDS N0. 1223 ADAPTER NDS N0. 607 1 EA \i\ �i r', '''��� �� 64 (� 1! BLOCK WALL WITH W.I.F. REDUCER & NDS NO. 401 TEE PER DETAIL ON SHEET 7 i\\ \\i , 38 ��� �, ENHANCED ELEVATION E� 7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF 6 REMOVE AND REPLACE EXISTING DRIVEWAY APPROACH 3o SF ``\\ �i �� ��� TUBULAR STEEL FENCE FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. Q , i � ��� ��� & DIMENSION TO FACE OF WALL 1234.56 �i 37 ��� �� 65 [ ] 8. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE ,`\\ �t \\i �`� viv 23 INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM NO'1'E �` ,� PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. �\ 36 \�. ,._; ��� 66 [A RETAINING WALLS TO BE CONSTRUCTED PER SEPARATE ` \ `, \\i 24 \�� \\� SOILS EMIN-EE:�'1�S C� �I Ir��A1I 9. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED PLAN AND PERMIT � 87 �\ \ \ \% \ �� �c OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF SLOPE RATIO EXCEEDS 5:1 AND IS B] SAWCUT AND REMOVE CONFLICTING PORTION OF EXISTING % j"\ �; \%i 2 35 �� I, SCOTT GRAY, A REGISTERED GEOTECHINICAL ENGINEER OF THE STATE OF CALIFORNIA, GREATER THAN FIVE FEET THE TERRAIN MUST BE KEYED AND BENCHED INTO EITHER BEDROCK OR RETAINING WALL AND JOIN PROPOSED ��NATIVE SOIL WITH EIGHTY--�5% IVE PERCENT 85% WATER SATURATION. �; $6 J : •.i\\ HAVE REVIEWED THESE PLANS AND FOUND THEM TO BE IN GENERAL CONFORMANCE WITH C ) r a 1 %\ Q DEMO EXISTING RETAINING WALL ; \\\ t '"'"��� THE GEOTECHNICAL REPORT OF ROUGH GRADING BY LGC DATED JANUARY 10 2007 AND 10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS - ,r/� f \\\ \\i 2 ��� ilk 68 I=- ( ' ) ENGINEER, OR GEOLOGIST WHO SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS - 5 ; \\\ �\ 111 i THE FOUNDATION DESIGN RECOMMENDATIONS REPORT BY ALTA CALIFORNIA GEOTECHNICAL, OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT (1' IN DEPTH HAVE BEEN PROPERLY � ® � \% �\ 33 '� 111 0 DATED MARCH 22, 2010.) PLACED. ) I ® ® \ �\\ 2711 '� \\� k �\� iil III 69 � 2 3 84 i% � i 1► { iI i oQ�°�Ess�o yq� _ � 1 �`� pA A. Q F� 11. THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION DIVISION (951-308-63905) FF- PFS F- �� 28 32 i1 i III . AT LEAST 48 HOURS IN ADVANCE REQUESTING ROUGH LOT GRADE AND DRAINAGE INSPECTION. THIS - _ - INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. _ P� -_ ,� �, 70 SCALE: 1"=120' �•_Pd`Da LU Na.28x7 -I 7r -". 11 �� 29 3 ' 11 SCOTT GRAY DATE Exp.I2-81 -_ 12. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED CIVIL ENGINEER OR LICENSED LAND I I i 2 f;;,\i� h\ , � i�� R.C.E. NO. 67391 R.G.E. N0. 2857 * �, SURVEYOR SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO 2 SETS OF WRITTEN FINAL PAD i i I , I� / �Fo 1cP ELEVATION CERTIFICATION TO INCLUDE A STATEMENT THAT THE PAD ELEVATION IS IN CONFORMANCE WITH L_ L-- I_ M1. 3 ,�'� __ � 71 s�q TECHN ����( THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF � ; �, 1� �� ® ,� _.�.� _� � �` % ";_; -- TFOF CAi-�Fd CUT/F{LL SLOPES. ?_qLalII w - a ,,,,,-,,... „''"' NTA . NOTIE. I , ___'_- �ftr alpl- � i , �, 13. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED SOILS/GEOTECHNICAL ENGINEER SHALL GFS [OF. ,,,,� 80 A� - � .k� .: ... �" THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO 2 SETS OF WRITTEN FINAL PAD COMPACTION cFffi -� ;; << ; 73 -` .. .. . �II _.." " ANY AGENCY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE CERTIFICATION TO INCLUDE A STATEMENT THAT THE GRADING HAS BEEN DONE IN CONFORMANCE WITH '� 74 � � ~� -�µ � ��� THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. . -r t � PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. 79 STANDARD PACIFIC HOMES IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES 14. POST--GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING WHERE APPLICABLE, - � 162 X63 164 GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE WITH THE TEMECULA l._ 1 . 161 FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCE OR GRADING. MUNICIPAL CODE PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER FOUR FEET (4' IN I ., VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PLAN TYPES =.r. :s ` 11 " 160 PER THE U.P.C. ••, a� �. � 159 NOTICE TO THE CONT_RACTOR: O� �� j 158 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES Y _ __..... 109 . 157 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. I APPROVAL OF THiS PLAN BY THE CITY OF TEMECULA, EASTERN MUNICIPAL WATER DISTRICT 156 '17320 Redhill Ave. • M �. 1 � 155 OR RANCHO CALIFORNIA WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS ,aw ..�•. s -tea:',» I TO THE ACCURACY OR 'COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY +a s Irr suite 350 n • � n.� "". ; --I � 154 UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE Irvine,CA 42614 �` �_ • u.. ---- CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE -- ._-_ .r.._ ..._. .-I ._ I $ C H td L 7 Z Voce:44'9'•251-8821 . �a�.� �axe e:a�� a�;��.�� � 1.�c����c:�� .... p`� .r�,�-�°~" PAX: 449-251.0516IcI } i '�"'---I v i�� UTILITY LINES NOT OF RECORD 0R SHOWN ON THIS PLAN. ALD1r�_074�+R 255 .. nco Street, f 200 � _ 4 65 6 & LD12 016GR PLANNERS ENGINEERS SURVEYORS ��� �, A STS 63 0LD1�1-076GR Phone: (951)898-5500 Fax: (950898-5580 62 LDIO-061GR N CONSTRUCTION RECORD DATE BY REVIS�IS DATE11 ' ACC'D BENCH MARK ESS DESKID BY DRAWN BY CHECKED BY pRgyl, NO. o II SCALE QRo �oNq WS WS EJL RECOMMENDED BY: � � DATE: ` ��L CITY OF TEMECULA DEPaR CW Ii wccs W.S. DEMO & RECONSTRUCT RET. WALL ON LOT 45 12 RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 �c.Q CONTRACTOR W.S. REVISED RETAINING WALLS ON LOTS 43,45-48 2 23 12 S 1/H BRASS DISK IN CONCRETE CYLINDER, SE MILES HORIZONTAL 4i� y �F_p �2 ANS PREPARED UNDER THE SUPERVISION OF R. "' SOUTHEASTERLY ON HWY. 79 FROM THE INTERSECTION �. © � G> /� - OF MAIN STREET AND FRONT STREET IN TEMECULA, AT w ACCEPTED BY: •� DATE: q !7 T' 23064 �, ADD RETAINING WALL ON LOT 47 SOUTHWEST CORNER OF THE INTERSECTION OF HWY. 79 AND AS NOTED c.� No. 052496 � J ��-t TRACT . ►�► i.T GREG BUTLER °- I NSPECTOR 1 E.L. REVISED DRIVEWAY SLOPES PER SURVEY AND MARGARITA ROAD. 109 SOUTH OF THE STREET CENTER Exp. 12--31-12 w DATE: A Y r F�F��w�i� � ���1V1 � LINE OF HWY. 79. AT TWE NORTHEAST FENCE CORNER OF DIRECTOR OF PUBLIC WORKS / CITY ENGINEER z �� SHOTS ON ALL LOTS. DROPPED GARAGES * �k' EDWARD J. LENTH ��%• •��•��'' �`��'�''"A'� a- 6 CHAIN LINK FENCE AROUND WELL SITE. 9 SOUTH VERTICAL J'�, ��VIL �P R.C.E. NO. 47109 r• h ��T ��� ��y 80i ! 4P87 �ON LOTS 34-41, 57-58, 60-66 AND 68 AND 2' EAST OF NORTHEAST FENCE CORNER. SET q�� p� 052496 EXP I RES: 12-31--12 rr ,g$9•` - ul TRA FIBERGLASS WITNESS POST 1 SOUTH OF MONUMENT N/q OF CAL\F R•C•E• NO• �, SHEET 1 OF �` REV. RET. WALL ON LOTS 41 & 57, SHT. 5 9/14/11 ELEVATION: 1052.514 --~ a . w . 140, . 1 . FINISHED GRADE SHALL SLOPE AWAY FROM DRAINAGE NOTE Tr ALL EXTERIOR EXTERIOR FOUNDATIONS AT r n _ t r r • r .r r ..n.',:. , <.,.,: .. :...: . ...:.. ,. :... ,.,?. „,;, „ .... x,....<. _. .,n r,.., ,':•: ..s ,:.xs ;,:.: aro. T THE ENGINEER OF RECORD HAS DETERMINED THAT, CONSIDERING THE _ d r % MIN THEREAFTER EAFTER SITE CONDITIONS INCUDING SOIL AND CLIMATE THE PROPOSED SITE ., .... .,....... ,..' ... ... „,. .. x , :: .• ...: a , ,', r. t.,.,. .,_ ...„ ,., v,.. ., ,.. t r., r ...... DRAINAGE SLOPES SHA TIF R E LL BE SATISFACTORY ACTORY ANO DO NOT WARRANT x n_ ,< , ..«. ,..r. ;3 ... .sa, ....._ r. _.. _. THE MORE CONSERVATIVE R P I T E E E E UIREMENTS S EC FED BY HE BUILDING d r wr L . .. P L _ x r sNr F w. ,,.. w � x r _. w x, �. � �x, � � r. � �. ,r a 5 MIN 5 MIN 263.5 263.5 5 rh .n,... . 26 5 z 3,5 � ..� ,. r, .�_ � �w. �: � ,, � � � CODE. .3 263 5 G � � FG �, :� 2 3.5 6 2 _m � � �., �i� 1 50.OQ F F FG 263 2 I F, 63.3 F �, � � 263.2 �, �, G ;,� � � x 2.7 � 262.7 sa4 . �r"{0�.;�.__ .n n� �� _x, � £».., w 3' MIN 2' 2' 3' MIN w w I FG HP `�" `�' 263,2 263.2 ' 262.9 _ FG G ! u. TYP. TYPE L` �, � � � 2� �� FG 1 263.0 N ►� HP � w � HP HP �, ! PL VARIES PER PIAN zz I HP �; ,,.---•4-- "�``�., ,� 262.4 a� m CONCRETE BLOCK WALL L 1 ," HP 28 ! ®r BUILT PER SEPARATE �' o BUILDING PERMIT VARIES o a `V `� .-L 15' MIN 1 z 8, T- cv 263.5 ` Nf m 6 , N 1 w z 6. ,73 ® , 0 7.1 k~ ! TOP OF BERM IF se 5, 50 263.5 FG 63.2 • • 0.0' ED 263.5 FG 262.9 263.5 FG 263.5 FG 263.5 FG ! NO WALL IS USED `"' cc I 263.3 FG 263.3 FG : 262.9 0.1' ED FL 0,1' Ea 0.0' ED FG 263.2 FG • ! CONCRETE BLOCK WALL TO BE ��_7V 1 ED 0• FL . JAR 262.8 262.9 262.8 262.6 ,,,5 g 0.1, ED 262.7 FG 262.7 FG 5 ! BUILT PER SEPARATE BUILDING PERMIT ca - "_----.91 MIN .....------ - 0.0, -�j' 7 1/ 26 � =1264. 17 2CBR 262.8 ' FL R p.p ED 2 -•- ! 2 2 2 2% MIN I 262. FL FF FL .: ,43' _ FL FL FF^1 FL , z z FF 1263 262.5 262.1 U. ED 1 209 MAX 1 n FL FF=1263.97 P--1263.5 0.0 FF-1264. 17 264. 17 0,0 P�1263. .87 Fic 1263.37 262.0 ! SECTION "A-A" OPTIONAL REAR WALL 1 P=1263.3 l...-_ .. _ ED P=1263.5 _ -----I P=1263.5 Ea s� a� 2 _. ... L FL P ,1262.7 FL ! 1262.97 �-�- IN LIEU OF BERM 3.57 1 ---� L --- r I :z ! 1262.,3 PAD DIFFERENCE �8 ' I _ _ IS 1 0 OR DESS FF== 12 ....62.9 1 r 1 � 1 I 1 0.0 --� - 7 ! -- NTS c5 SECTION "B-B" PAD= 12 1 1 I I ED I � �.�� I ! � c� ffi QERM/REAR YARD ORONO �s� I i � � I � � I •-: I NTS 1 s� I I L- ! VARIES f I 262.3 I I - ! _j `� m 28' MAX ' w " w 1 262.3 L-_ ' � C 262.2 262.2 FL-GB ► - 5. 262.2 262.3 261 9 261.4 262.1 FL-GB FL-GB FL-GB 261.9 , ; ! ! FL-GB FL-GB FL-GB 261.5 FL-G 1 CURB FACE 1 ' 262.0 GF=1263.5 - - 0.4 5. FL--GB 3 A-GB - - GF=1263.5 GF=1263.5 ED GF=1263.2 FL-GB 1 r, FL-GB � 263.5 FG 5. 53T' 263.5 FG 1262.9 1 GF=1263.3 263.5 FG a. ! 0.7 D 0.6' s� 5.0 'S. 0' 63.5 FG 263.2 FG 5 Gf=1262 7 : : ! 1 _ RIGHT OF Y Ea -- 1 . 0' 263.3 FG 5. 5 g f 263.5 FG - 0.7 ED - 0.6' ED 5 263.2 FG 0.7' ED 0' ' ���` 262 3 t 1 ` _.--- 263.3 FG °� 262.7 FG �` 262.7 FG . 0.6' �' 0.7' E 0.7' ED J7 1 s. 0O �' o, �' 261.8 °� �° r`' V. ED �+�,- 0 0.6' ED ED : � �° � 1 261.69 9 - '~ x � � � .. • . o . • • . � 0 7' ! 261.48 261.75 ro 26 n; ^ =rte f �., °,o .�'' 1 S 1 ? FS 26181 �' FS `L 1 29 260.$4 rod I VARIES ' '�. •09 ' FS 261.77 261.77 •9 261.33 F 49.50' '� FS 261,16 260.95 FS '�• o : . FS oo' 1 FS 29 29' 49.51 FS 49.52 39.49 FS FS ! 5 PER PLAN _._._._ _... ...,.:..... ..._ 0 01' 1013 50, MI GFS G 5' MIN ; _......,, •„_. ...:...._._-- --- - ---------...,..,.._. __ i� � • • FINISHED VARIES MIN __ _ -`" PER PLAN �� FLOOR ,..� go,,,,_ MOM ,_ _ __ _ - -- --_ _._ _ _- �.. .`... ............�.......r.. � .�` ------ DEP NE aso......------r _ ."` __ �'_ ._ "_. ,�c 6J 0,1% �. y �" c, _` _ - --------"- Ono "` -- -- ....�.,.. �_ ~ _ 5' MIN -M---�~ Q 26 _ 0.79 _ 6� 1.97af �. �c •�' f ------�. c ��' �• - ---- -- ._ -r-- - --.,..._,..,,.. ., GF=GARAGE - ;�. FOOTING 0.99' C 0.59 0,9 -- ;�►,'S ° �; r,� t..�---- C' S� -.--�-�- �; `� ` ,�a "` {l`° ""'` 6,, �, E3p� 9�' -- _ ___ _---r.�....... FINISHED PLAN i� oto U �' `3 + +c, �+, o N t-- ''�' �� �' sW. ----'- • J �O� "_"` FLOOR ROTAT{ON + N ± *R c ,� TYPE ,4 CL's O O C.fl ,..,, _�' ZE ..,SEWER__.,... _. ___�� a N� � 30+0031 +00 a 2s n; foo �'r� r_ _ _ -� -�-•- { •�-�--1-- _ _ _: _ �j FF=FINISHED FLOOR , 0 29 _ �. �- u t 0 � �. h'l :.------1----- tll PAD=PAD _ til � � � t � _. { 32�-0C� .. _ . a CAMINOr-- o6- LOI R -,o �- o o _,. oa. �--. �: VARIES w sr • sr FF=FINISHED FLOOR ,t PER PLAN x > «� _ ^� +.- 6, +.- 8"; WATER 6' A A S , ^� _ t5y 8" .SEWER 0.2� (m l' .� c, 0.2� 1 0 7 ` +.- -' �a ,, , _ 2�� �; `_�„� �� t-�.--7 T�, 'Sd' -,*--�--- __"' _.-_ _...- _;", ----- _.___ ... __"' �� �� >t'-I!, � � ��p •-- .99� PAD=PAD _. ___ -._ 0 c 3 .__-- - _ .- -- - _"r`_. C' '` ' Tc 40M a MWO mm Imm 4wo omm �.�. �..� _ 400�.�����am .:. ..... '- -- , -----.. T� o�$ 5 MINflow MIN � �r Orr azo �7-- •-- �r ,�� _p 60*-elm -- -------- -- ------ ,_�...__ ............,,,., ..,.,, --- r- + VARIES __ ..........-._...,.....__......... . ----- _._ mm amen .. ...... ....._ �- E • R PLAN rrx 1 X MIN _ _.• '• 34.40 X2,40 mw 77777 7,7=77M 7 M 7T7 7 54.67 >•: �� 26146 � ��f 1 � FAN,: -.-- ._. , • 1 I ! � 5 MIN .87 7 4.87 ':. s ,.4:: ;«,:° �a".s ,.� t}"4 reE t==:.. -x5 ,.,z �, c�a r.:..;,.. W ELEV I r,� 19 61.3 � I �r ��� 261.24 37. rr;�- ..r �,. :� « ,� rr�i. 50:97' 1 a 1.50 �� .:; :1 ! 1% 261.56 ,� 51.00 HP-FL MIN ,1 FS 26 ��.., .. I , s, .,, � FS 261.13 I v,r cq I 1 � •' FS --: „ 263.4 FG 1 2 �, FS 63.4 263.4 FG s� Cl 0.3 ED I I I I FG �'�°, °" - ! x GIs e ! O '• I c 263.4 FG 7; 7.b0 (�, 92 0.2 ED 0.2 Ea T, 00 63.0 FG �? 1 . 1 ! 6. 0' - 0, ED { 1% MIN 1% MIN I 7 7.53' 0.2' ED i rF= 12371" .5 GF 1263 4 1 1 G r 1,263.5 ! GF=1263.0 263.0 FG I PAD PAD PAD PAD ELEV PAD _.. OF= 122.9 I <� 262.1 GF=1263.4 261.7 ! _"'�, ��� HP-FL �".�, 1 . 4 262.1 262 2 Ea •1 ..� UNO UNO UNO UNO UNO 262.2 FL-GB ���• FL-GB I -- I FL-GB I 1 FL-GB 0' 261.8 I FL-GB • 1 .. I i ; -•rt--� �.1 . FL GB ' ! ED r GF==1262.5 NOTE: 1 4•� ED 1 I I ! I I 1 I L_-� 1. SEE LANDSCAPE ARCHITECT PLAN FOR WALK GEOMETRY & 1 LOCATION SIZE OF STEPS. � _J � • I I I J ED I " r s$ 1 w TYPICAL. LOT DRAINAGE DETAIL �• I I I � � n I ----._. NTS 1 I I I I I I 2C8 1 '" 1 1 _CL FF-= 1263.157 ' ,, 1 r= 31R { F 1 I FF=1264.07EDjPtPAD-= 12.62.9 1 _"_ J FF- 1264.17 1 FF 1264.17 _ �,. _ ! a 262.8 P--1263.4 FF-1263 67 ! FF=1264.07 1 , PAD�� 12��3.5 � I PAD- 1263.5 � 262,7 ! 1 f r P=1263.4 262.8 262.3 P 1263.0 262.4 1 1 1 I �" ` 263 4 FG 2631. FIL -1 1 17 FL I I I I x 0.0' ED 4 263.0 FL 253.4 263.4 FG � 1 �<_ � I,� FG � FG 263.0 I FF 1 1198.85 1198.85 . u. 6. 4F FG 0.0' EQ 1 1� 5.b0 7. 0' ' -S.I 3 �1 73 M,Oa FG 0 ! P 1262.5 6J. 17 FS FS I .32' ! I t I ! I , � ! 262.7 N I I i �- © I I n, 1 FL I ... ,E { I i t 2631 • I � . . I > ! • 1 1 A4� •. I `-_ I HP ! • 262.7 1 � 63.1 � � I I I ,� i , { I n HP w ! 00 FF 3 F: , l HP - ` . I 7 _t 1199.35 FS I I '' �, L _ 1 x 1 I I `� STEP ! Q ! 1199.35 FF 1 r.. 88MIN 87 I 4 1198.70 FS � l . x �.4 I I 85I � STEP 1 � 263.4 263.4 1263.5 _ _ 1198,6 w RA FG FG 263. 1263.5 I �s ! r 5 11' s v , F ws= ___ Aft FS .'.e sa �- .. .. FG 263.5 . 263.8 � ' 3 FG FG 263,7 ! TRACT 263.3 263.4 . BOUNDARY -------�. .._ 4#M � FG = FG FG P n ! ! a,t TRACT BOUNDARY h' GF=1198.33 S 17320 Redhill Ave. .....__.,:_....._.......... ! M 0 Ft S E Suite 350 Irvin,CA 92614 S-FANDARD .AC F .C How s 20 0 20 40 80 S C H U LT Z Voice: 949-251-8821 Nl a l:i ng You Right'1�t T- ci xn e'� FAX: 949-251-0516 Inland Division TYPICAL MAXIMUM DROP GARAGE A SCALD 1'�=2 0' 255 F.. nC Street,Suite 200 PLANNERS ENGINEERS SURVEYORS Cc�ron ,C.A.. 02870 NTS r pens: 951 898-5500 pax: 051 898-5580p LD7� t?7' GR' . LDIO-061GR CONSTRUCMM RECCE DATE BY REVISIONS DATE ACC'D 1BI:NCH MARK ESS DES BY WN BY C*EC M BY �►VIINt� W. .C" CITY OF TEMECULARIVERSIDE COUNTY DESIGNATION: T-2-s1 STAMPED ON 2 SCALEp fWS WS EJL RECOMMENDED BY: DATE: l� �-s'Ir/ DEPART'� I" OF WOWS & 1/2" BRASS DISK IN CONCRETE CYLINDER, 3.4 MILES HORIZONTAL ` �� J. �F F2 CONTRACTOR SOUTHEASTERLY ON HWY. 79 FROM THE INTERSECTION 'L PLANS PREPARED UNDER THE SUPERVISION OF �� o OF MAIN STREET AND FRONT STREET IN TEMECULA, AT NO, 052496 GO m ACCEPTED BY: DATE: �, ACT 23064 SOUTHWEST CORNER OF THE INTERSECTION OF HWY. 79 AND AS NOTED 0 � INSPECTOR AND MARGARITA ROAD. 109' SOUTH OF THE STREET CENTER "'�' DATE: `C� 14i t REG BUTLER a- v�• Exp. 12-31-12 .�, LINE OF HWY. 79. AT THE NORTHEAST FENCE CORNER OF DIRECTOR OF PUBLIC WORKS f CITY ENGINEER Y x` ,Y YY PRE ADIM PUN 1 E.L. REVISED DRIVEWAY SLOPES PER SURVEY 9' 14 11 s' CHAIN LINK FENCE AROUND WELL SITE. s' SOUTH VERTICALsj, p1 \�' EDWARD J. LENTH R.C.E. N0. 471.09 ¢; ,r. DATE COMPLETED SHOTS ON ALL LOTS. t L f AND 2' EAST OF NORTHEAST FENCE CORNER. SET '9� V I �'� LOTS 23m281 � & 87FIBERGLASS WITNESS POST 1' SOUTH OF MONUMENT N1A pF CA�� R.C.E. NO. 052496 EXP I RES: 12-31-12 j'r 1' o SHEET OF 7 CN ADDED TYPICAL MAXIMUM DROP GARAGE DETAIL ELEVATION: 1052.514 --: -- c 7 V v " 6 < w iii, _ f \Y R +. n= VV __ • r a, ` t 7" / 4 4. 4 6 , 2. 2 ! 6 Q F TT N. 0 a 2 6 6 33 2 . 9 0 l F 1 9 6 254.0 G F � F .......E , 9 ; . 2 . 2 71 � z / s r o s �. 2. _ 6 a _ 5 7 _ S 1 2_ � 2 1 0 G � 7__ 3 5 � � 6 2_ 2 2 6 5 ... . .. ..... --. _ 2 .- 6 -----. ! 24 .0 252.E 251.8 --- N `� FF 62 ! 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BW BW ,,,,.% 0 0 `� , 100, / N BW BW L8'6\ BW r , _ llt 5 ED 24398244.69 43.47 00'69 BW n �L6'0 1 - •�-. 25g a.a6' a - 4 B B� ---- -- ----------.._ _�__ ___- Tc .00 pool 34 ,/ // ?59 44 ._- gooT _ -„ S 56.0 _ ,,,,..► 10, 02 c-n O* goo iv / / I 000 r ',., r .,,,,,..,.- �'r.A"'..--,..-•-" f tidy' ;.py '-�( O�,+I ,,,.. -/f 25?14 :. /•/ • SEWER. .V� � Q� ' /r 'stop 5+00 I r�,,,/� /rIf -''//,,,•.'''' ....> -------.. T -- / IV tk t11- -j- 02 2 -~ ,; g, + ,r 1`99 ��, '15• ccr co �• / 2 a -`' r-D2 C.0�' °'.�c� 8» WATER ---° `x; _ �h� // / -off mom ' ♦ + I J _ ... 248.47 : 400,4010 .... �-''` _ �, ---- - I 2T5e54,6I:. BW 6.14' 249.97 6 33.4 32.23' 5.9 7.7625182 ..A -''' 1 f y gg' 249.2 �N --?� _ 47.16 / BW 250.75 BW 252.5 .. 43 8 40f 1 244.9 TF o �► Q 1` Z7; 28,12' 2 e``� BW ,5t� BW ; a 1 ��. J BW �, 1 © 1 1 9'4.6° � `� `�' ", 1 ci ,� h► 1 1 ! 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FL 253.1 ` ,� FL T 255.6 1 1 ! ta�°��;t-� o � 3 ' ' 7 p,124 247 FG , 6 254,3 FG 253.1 g. 1 ,, � 255.6 FGZ56.$89 `-' 4-g 1 246. F : }1fi.5 �- D FG � 12 3 9 a.a E s FG FG t ! ! Tc ! , 6 -12` FG 5TW ! , 247? 39 252. �, 1 .5010 ! ! ED C) s 48.1 -+-+ 61 a �'• � �,, o t ! cp os ,n \i Vo t } Tc , �._... - - --- -+ .R, .. 4 � 4t 7 tWW 9 252.8 t � 254.7 \ ! ! 249 7 �N F4P 24 t tip t `! ``-'''�---- 9 44.9 tF 248.1 "tF � HP 1 246 2 ! 1 � t ! NP 246 7 1 t t \ TC �., 1 55.4 Lq 1 t t cli 3T h� �r DISPOSITION NOTE 1 24.1• ! 5a _ t 1 FG 2 --- --' " T RETAINING WALLS TO BE CONSTRUCTED PER SEPARATE PLAN AND PERMIT FG 47 r. _ 4 17320 Redhill Ave, ! MORSE Suite 350 a 20 0 20 40 80 Irvine,CA 92614 STANDARDPAciFic Hom�s S C H U L TI Voice:949-251.8821 M a k i ng You I I«h t .,At H o fw,,'FAX: 949-251-0516 Inland Division S C A L_ 2 0 255 E. incon Strut,Suite OO 1 - P L A N N I R S I N 0 1 N I E R S SURVEYORS Corona,CA 92879I'llone: (951)898-5500 Fam: (951)898-5580 ALDf1-QTfi6 R` CONSTRUCTION tCORJ DATE BY REVISIONS DATE ACC'D BELCH MAiICA�E OF ESS/ TSitED BY DRAWN BY EJECT BY DRAWING NO o Q� �q WS WS EJL RECOMMENDED BY: DATE: l o® Cffy 1 T EJAECL" DEP OF PtMJC WORKS .- RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 Q J. & 1/2" BRASS DISK IN CONCRETE CYLINDER, 3.4 MILES HORIZONTAL �� � � Z 3 CONTRACTOR SOUTHEASTERLY ON HWY. 79 FROM THE INTERSECTION '�� .-PLANS PREPARED UNDER THE SUPERVISION OF OF MAIN STREET AND FRONT STREET IN TEMECULA, AT w Z ACCEPTED BY: //�y��'� DATE: fi � 230" o SOUTHWEST CORNER OF THE INTERSECTION OF HWY. 79 AND AS NOTED No. 052496 �i REG UTLER 4�� 7mcT INSPECTOR CIL- AND MARGARITA ROAD. 109' SOUTH OF THE STREET CENTER - DATE: 1 SOO Exp. 12-31 12 �, A. SA; LINE OF HWY. 79. AT THE NORTHEAST FENCE CORNER OF DIRECTOR OF PUBLIC WORKS f CITY ENGINEER Yr, Y°'Y %� `T t 1 E.L. REVISED DRIVEWAY SLOPES PER SURVEY 9 14 11 '* �k EDWARD J. LENTH � �_ � �Yaxxzx� �- 6' CHAIN LINK FENCE AROUND WELL SITE. 9' SOUTH VERT I CAL J'], c1 V t L �� R.C.E. Na. 47109 ...... 4 6 DATE COMPLETED SHOTS ON ALL LOPS. 2 s t AND 2 EAST OF NORTHEAST FENCE CORNER. SET 0 052496 12-31-12 °'Ar:::is8::::: LOTS �7�t O f 111) FIBERGLASS WITNESS POST 1 SOUTH OF MONUMENT N A CALiF R.C.E. NO. EXP I RES: „ ! 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I I . -_--____1__-_1 Zi 0 M 0 It S I svi*350 q I PO 0 20 40 80 khmq(011,92614 SunwARD PACIFic HomEs � � N 11 �11,III -1-"I�l---,�-�,-�-,-.--.-----------.-- w I I � � M � I S t H U L Ir Z Voke:949-251-8$21 Nlz,4king �!"(.)u Right At ,[-.-Iome�� I L - I'll, FAX: 10410-251-0516 11jawad Division � � SCALD 1'=20' --, 1_-1-______ 0---------------lifmwmomw!woimiw~iiwowmwiwmwgooliioiwmwiommimiomommimm-ii 1-1-1111111--- 255 E Rmcon Street,Suite 200 P L A N N I R S I N 0 1 N I I k S SURVIEYOItS (:0r0naq(j/v 01579 A LDH-076GR phone: (9,51)898-5500 Faxl� (951)8,98-5580 . . L D 10--0-8 IGR 7� -4- CONSTRWTM IREECOFID wrE Esny FRIEENVINSWIDWIN ACC1D B E N C H IMI UA RFIK BY I Y CHECKED BY ^ do-ft- .. ____ C'14 SCAM ),I)v E S S/ - I--- A / RECOMMENDED BY: ,<''����rl_�_&ZA-v D ATE: I ,ah I-A.-v OF UI DEPARTNOff X F1JBLJC iWN10)RFPKCS . CC> RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 <S� "I WS WS EJL I - I __ y TFMME .- ,5 ,;) J. & 1/2- BRASS DISK IN CONCRETE CYLINDER, 3.4 MIIES Q� IN � � eo C" 4j ,�p '-,Z-- 1 31: . . SOUTHEASTERLY ON HWY. 79 FROM THE INTERSECTION � 5A (To -IR I (01) �_ '00_11� 40 0 .14- OF MAIN STREET AND FRONT STREET IN TEMECULA, AT : Z15 DATE: 149 R." a ,r,;,;.s C:> SOUTHWEST CORNER OF THE INTERSECTION OF HWY. 79 AND ZD- No. 052496 1 IRACT 23OU C.D rMT : AND MARGARITA ROAD. 109' SOUTH OF THE STREET CENTER luji � I ATEE: -%0�2t-1 t I Ar."REG TLER I EL�z q - -p tv-, Exp. 12-31-12 __-0 �_�� I t I Al F-1 ---C F: C, A -C--,.-)- .. A E.L REVISED DRIVEWAY SLOPES PER SURVEY 9/14/11 LINE OF HWY. 79. AT THE NORTHEAST FENCE CORNER OF - * EEDWARD J � -, NVU)m PLM (3- VERTICAL "I?- ____ 6' CHAIN LINK FENCE AROUND WELL SITE. 9' SOUTH k-�k O/vik- . ^Aff ad% C-14 (ahjr '#"N- AND 2' EAST OF NORTHEAST FENCE CORNER. SET ..01889. SHOTS ON Ali LOTS. ,ff.... I U..=. go , �- - fIBERGLASS WITNESS POST 1' SOUTH Of MONUMENT ��e' 052496 EXPIRES: ro - LOTS 11HOPM10may, 624M I N/A OF CAkL-1� SHEET 4 OF 7 r"-- - . . . S ON LOTS 35-39 & 62-66 . . ELEVATION: 1052.514 . . . . :-*:, , I , '' , I , , , ` , , � , I I I -1 I II - , , I , - � , , " , , - - , � I , , , , , - , , , , I I I I - - , , , , , � �_ � I - I � , , , , , , � ", I I ` � , , I I I __ , , - I I I , ,"' ,, " - ,"' ," , , "" --;:i ,, -, - � I L_-j __ 1-11 � 11 I I I - ` - -` -1` I I I I - y I- - -1� -I " - � - -� I/ _ , , "", ", ,, " - ... -11 1!!_�_/ ' r I 11 I ` I I � 11 I I "I - �1 ", I - I I 1-1 "I - , "" � _ ", ,_ _ , L-Il -1 ,I I "'' � � - "" , - -11, , I \\1 I'll, I - I - `I -1 -1 I I I -1-1 � -1 �,I I 11 - 11" I "- I `- ` 1-1 I I , I I , - - -, - -11 "-, `11 I -, - ,." _ ",/ , A 4 I,- _,V�""'_"i'l I � - - - , - Im 1-11 ,-", ,; I ! , *** - 5D,.A N", N� ��in�_. I I I I "' I'� , I I , , I I - - 7 � I I - , " � � H I I I . .5e- .. 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DISPOSITION NOTE M 0 it S 9 Suite 350 1 20 0 20 40 80 nip STANDARD PACIFic HoMES PA� RETAINING WALLS TO BE CONSTRUCTED PER SEPARATE PLAN AND PERMIT bit"L jr 2 Voice:949-251-8821 �klaking Yoii Right At FAX: 949-251-0516 Inland Dmsion FB1 SAWCUT AND REMOVE CONFLICTING PORTION OF EXISTING ".0 SCALE: 1'=20**III 2,55 h%incon Street,Suite 200 RErAINING WALL AND JOIN PROPOSED A N N I R S I N 0 1 N I I R S SURVtYORS Corona,CA 92879 A-LD11-076GR pjlone� (951)898-5500 pax-, (951)898-5580 )6-LDIENO 06 CMTFWTM RE-CM EuvrE EBny RE It 0 M wAmE ACCD MARK BY sy CHECKED BY DRAWM NO.SCALE iv ESS C> IR WS RECOMMENDED BY: - DATE: C DEPAMMEW CW PURM WOWS WS EJL to/ L RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 CITY OF TE' UJILAI 1<<� J. & 1/2- BRASS DISK IN CONCRETE CYLINDER, 3.4 MILES I:Z�_4<; - 4� -0--SOUTHEASTERLY ON HWY. 79 FROM THE INTERSECTION �.A 0 5 -_OF MAIN STREET AND FRONT STREET IN TEMECULA, AT so 7 REVISED DRIVEWAY SLOPES PER SURVEY 9/14/11 No. 052496 Z:E.L. ACCEPTED BY: D A T E: /b/Z SOUTHWEST CORNER OF THE INTERSECTION OF HWY. 79 AND Q A 7MCT 230"0.1 rT SHOTS ON ALL LOTS. rr7 DATE: 7A1 to GAEG 96TLER (i 0 Ives 4045) AND MARGARITA ROAD. 109' SOUTH OF THE STREET CENTER Exp. 12-31-12 7zet!f" I CI_ LINE OF HWY. 79. AT THE NORTHEAST FENCE CORNER OF N W N* EDWARD PLM 6' CHAIN LINK FENCE AROUND WELL SITE. 9' SOUTH DROPPED GARAGES ON LOTS 40, 41 57, 58, AND :2� EAST OF NORTHEAST FENCE CORNER. SET LOTS 40v 41 %54UU 61 FIBERGLASS WITISIESS POST 1' SOUTH OF MONUMENT 052496 EXPIRES:61) Se 6 1. N/A OF- CAL\� SHEET 5 OF 7 ELEVATION: 1052.514 - I � I I � I I I � I- I 11 I I I I I I 11 11. 1.1. 11. I �I - I � I I I I,� � 11-1 I I - 11 I'll �1. I� I -1 11 I I I 11 I I 1. I I I I I 1 1. �I I I I I 11 I I � �.I I � I I I 6 ___�_ 1_� I-- I I . 11 �� I I I 1. I � I I "I � I � 11 I � I . - . I I . . I , 3., 1 11 I I , -, I I � I I I . 11 . ./' '1Z ,,______� I I----- 1_��11 _"1_� I I � ,I I � - I I 1. 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I IFIC I OmEs FA] RETAINING WALLS TO BE CONSTRUCTED PER SEPARATE � _1--_1-___ PLAN AND PERMIT n *M 42/_ -�n 7 e 1!�__ 2 0 .. m a m Ef SLEIIIIIIIIIIIIIIIIIII1 $Ic 14 V L T 2 Voice-*949-251-8421 , ':jn,gL Y'r).%_j Righ,t At H� , 0 20 40 80 - FAX: 949-251-0516 Inland Division FR-1 SAWCUT AND REMOVE CONFLICTING PORTION OF EXIS11NG �_ -_ - I � -------_.__----__W-"-- -L------------______,__ 255 E Rincon Stre-4.-it,Suite 200 L_Z_� RETAINING WALL AND JOIN PROPOSED I ALD12-074CaR A LD 12-016GR 0 A N N I R S I N 0 1 N I I R S SURVEYORS I Corona,CA 92879 r-f-%' DEMO EXISTING RErAINING WALL SCALE: 1'—20" Phone: (951)898-5,500 Fax: (951)898-5580 1 11 I A L D 11-0 76GR � I � LD10-061GR " __�, to CONSTIMT101 REECOM DA'M BY REVOKM DA'M AC= 131340i MAW SCAM �ov ESS/ BY MAVM BY CMCKM BY — MAWM NO. C> �, RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 'R� "I WS ws EJL Y: . DATE: 9/1t,1/_L CrrY OF TEMECLLA DEPARTNENT OF PUBLIC WORKS m- I llz� "I I<C� J. & 11r BRASS DISK IN CONCRETE CYLINDER, 3.4 MILES I(Z� � <<-\ Cm A W 5#phV12 ,�,-O 41L; 3: _ SOUTHEASTERLY ON HWY. 79 FROM THE INTERSECTION I- / � _1z? GO , � ,/7 1,7 /11 /Z- I C10 A W.S. REMSED RETAINING WALLS TO LOTS 43, OF MAIN STREET AND MONT STREET IN TEMECULA, AT 2-1 ACCEPTED BY: / 4',�;7 6tx— DATE: '? � C) . — Z; No. 052496-:Ir- ' IRACT 230" C-D SOUTHWEST CORNER OF THE INTERSECTION OF HWY. 79 AND m C Ci- 45-48 LAJ m DATE: q te I �?_ GREG P6TLER � iiiiiiiiiiiiiii 04 "I iim I I AND MARGARITA ROAD. 109' SOUTH OF THE STREET CENTER Exp. 12-31-12 -:6 - . % _C_s� - ... ^--n I - UNE OF HWY. 79. AT THE NORTHEAST FENCE CORNER OF * EDWARD go I��: =A% r. - -- %mmllj�ij)m PLM Q_ - ADD RETAINING WALL ON LOT 47 — 6' CHAIN LINK FENCE AROUND WFIL SITE. 9' SOUTH P. 0 Va. N ......*. . � I AND 27 EAST OF NORTHEAST FENCE CORNER. SET IN 1. .'.'.'.%'.%%'.7.%1.7.*.* mn C.0 A E.L REVISED DRIVEWAY SLOPES PER SURVU .1 .... .... LOTS 42m '10 - — FIBERGLASS WITNESS POST 1' SOUTH OF MONUMENT e � 052496 EXPIRES: %w C-4 - r- N/A OF CAL SHEET 6 OF 7 Lo SHOTS ON ALL LOTS. ELEVATION: 1052.514 _:_�' . . . . . . . . . . 9 - -- __ ___________ "�,_ \\\\ I I A—,, I I I ,�M_l \ , � _/ z \" __ ,___� V I k--" V '-�o I I ,?,�",,�, � �� i,�-�, �" ,� I "I � � . I �� "I . 1. , I ,41-11 I � _,�:1'!�,11'1 I I � 1�_ � � 11 I - -.-______________________ ____________________ I—,-,-----1-�-,.-----,-,--------�----�-------------,----------.---,------------.---------,--------',-________._______________----------'--'----------_--_,______1__1_---,--,-----,---------------------,-,--____________-------l-'--'LL--'-'�---------.-----,--�"-----�L,---,-''--�----------------L----------------------------,-----------,-----------�-,-------------�-----�---,-,--�--.-------------------.-,-�-- ------------ ------------------- I . I . I 11 SEE SHEET 3 1� 1-11 i I I 12`x12` GRATE (NDS-1212) N i I2`x12`x6` ADAPTER j t I I ! ! o { { t _ _ - _ w (NDS-1223) i - - � --- 3 ABS ASTM-D 2751 6x4 REDUCER 6 EDUCE _ : t .. _. SDR 3S DRAIN PIPE _ ,.., 1 , Lo 32 AW& - ., � (NDS 607) v r, SET INLET OF PIPE .. 11. MIN75, - ., ., f ABOVE F F GUTTER .. .. .. � ,_ � 1 1/20 BD E L D GU E , � . a 4 CAP ' CAP .. . 8 _ 4 ATRIUM . 4 PVC SCHD 40 _ -•- : 21.x. . (NDS-406) -.. k 4 TEE DRAIN (NDS-13) .. .-- f t �.'_.,-'..xn ,. :•eF ..a . .:..., .xs? . . ,r. -x, ., .3.,, cF.<.,an ,. ,, :,. .. ..< Oti a (NDS-401) x � , S . w ,� . . . - . -- . _ 4 TO 3 REDUCER ,�. � � _ .�_ �� � __ �A �. �.� .�.: �.� � n� �� t 1 � .�.-- � �z �. 0. 2. .4261.8 i " ` (NDS-407) 262.3 262.3 1.8 0 _z t t 1 �.."..._.._.__ -~ I FG FG G ,� 261.5 FG. AREA DRAIN INLET--OUTLET DETAIL 2 262.0 �� - HP 3 � ti ► � ! C� ! � t a;�, Hf� t t _-- N.T.S. v. 1% MIN 1 MIN 1 ! i 0 •- i LO hj� 11 ® C4 Ln C-11 I kco C1_4 261.8 FG 261.8 FG 1 t s •�31 1 1 , 262.3 FG , 1 rn T� _ 76, i i 0.0 ED 262.3 FG -ill0.a ED 2 B a.0 ED 1 , 261.2 _ 261.1 261.7 0.1' ED FE FF 1262.47FL y 4 t ! 1 i FE 261.6C 01""HaSTRUCOTION NOTOrMoft P-=1261.8 �" 1 ' FF-1262.97 1 � FL -r P=1262.3 �, - EE i a .� --� t `► 1 �j l i � t i. -71 CURB CORE FOR 3 DRAIN PIPE PER DETAIL HEREON. 0 ____ f t , . INSTALL 3" ABS ASTM-D 2751 SDR-35 DRAIN PIPE PER DETAIL HEREON. I b� � own"= f ! f ----------- A _ 3 INSTALL 4 PVC SCHfl 40 DRAIN PIPE PER DETAIL HEREON. 0 4- �} INSTALL NDS N . 13 4 ATRIUM DRAIN WITH 4 TO �' REDUCER PER DETAIL C; ON SHEET 7 f 1°° - , 260.5 aci 5 INSTALL NDS NO. 1212 GRATE, NDS NO. 1223 ADAPTOR, NDS NO. 607 f FL-GB' n► 1 __ f 5 4 ! - - REDUCER & NDS NO. 401 TEE PER DETAIL HEREON. 260.6 1 z58. 1 . 15. 1 - x_ -- '0 N t 261.0 FL-GB rice +� ` _�. _.,-- 261.0 !. ~ ~ w n FL-GB GF 1261.8 w w _ GF-1262.3 5 261.8 FG 261.8 FG / 0.6 ED o 262.3 FG 5. 0.6 ED 0.7' ED ,f o // fi _.__ _... ,� k 51 262.3 FG _ a� �� d' / _w - 1 0.6' ED © o ',�,' ` 259.98 �� �'� f 11 i � / � t 4,g 260.35260 15 26012 FS ! �• s s 50.01, FS FS FS 35.84' / .} �� / f I ._._..00 _ _ / I � / "" -a 7 7 N) S C ....o` • i . . �iir aw r rrO��r. � ► kip M/ ..'"' r- f ------'--------- -- s , 0.9% ` �, 6Q� 1.2% r Q� 0.9%; . l e 32+00 : / - �� , co CAMINO ' Wa _01 q`b� ;, w a 0.9% Q ___ n 5,98, >. o_41111" ., „> �. ,v , #?{} rTIT! F �S CN << rrte�,, . A r x m 00 21-20 FS r t e s 28.09' r i 259.5 r; 6, Zig ye FS to f �,: .,�, v, f 4 FG 5 2 F�- - 261.4 261. .Q6' 1 Y 't ,b-0' ' f ��� G 13 F X59 GE i `� , . ='1 -' 1261.4 5 ' 'r 7 2� GF „ 260.1 X00 i FL-G13 , i Jd k 2 ' ' _w2SR , 1 ED `60 fl ��� LC8f...... 13-10 12..'J 1 q t 12 62. � � FF_ n 12'5- 2.5 8 _12 Z 260.7 � FG , ,,. 260 P-126 1.4 261.4 ' 261.4 FG 17-00, , ` i - ; 17.5 ' a ? t t h S d � } � K n�j 82 + ov 261.7 261.7 61.4 i � �� FG FG �. E _ , FG 78.02' 173 K*d ll Ave. 20 0 20 40 80 $4 H U LT Vo :949>253*8821 1�.�k Ing You R11-f At �oynef FAX: 949-251-0516 Inland Dmsion SCALE: 1'=20** 255 Rincon Street,Snite 200 PL NNK1 S 1 NIIR URV y 0 R Corona,CA92670 .� e: -5500 .x. 1) - d LDff-QT6C� LD�O-C161R CCNVSTiLJCTK>11 RECORD DATE BY REVS DATE ACCD BENCH MARK DEStQirF� BY WN BY CHECKED BY DRAWING W. C1- SCALE QOM ESS/� WS WS EJL RECOMMENDED BY: DATE: 1 j®i CITY QF DEPARnANr CF PUMM WOWS RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 �Q � J � S TH BRASS DISK IN CONCRETE CYLINDER, SE MILETION NOR I ZONTAL 4f�Q�Q� ���� ANS PREPARED UNDER THE SUPERVISION OF CONTRACTOR SOUTHEASTERLY �! HWY. 79 FROM THE INTERSECTION �•.. OF MAIN STREET AND FRONT STREET IN TEMECULA, AT ACCEPTED BY: J DATE: ,�a T' IRACToSOUTHWEST CORNER OF THE INTERSECTION OF HWY. 79 AND AS NOTED < N0. 052496 m �� CL INSPECTOR AND MARGARITA ROAD. 109' SOUTH OF THE STREET CENTER "' DATE: ti REG UTLER Exp. 12-31-12 �, D I RECTOR OF PUBLIC WORKS / CITY ENG I NEER ='J` =Y x � � � r �� ci LINE OF HWY. 79. AT THE NORTHEAST FENCE CORNER OF �►c 7k EDWARD J J. LEN r: h xxx �- s' CHAIN LINK FENCE AROUND WELL SITE. 9' SOUTH VERTICAL v c f V 1 L �Q• R.C.E. NO. 47109 Y DATE COMPLETED 1 E.L. REVISED DRIVEWAY SLOPES PER SURVEY 9/14/11 AND 2' EAST OF NORTHEAST FENCE CORNER. SET 052496 12-31-12 C.0 :.: LOTS ow FIBERGLASS WITNESS POST 1' SOUTH OF MONUMENT N A C CAE R.C.E. NO. EXPIRES: c�` : SHEET OF SHOTS ON ALL LOTS. `a �.s! ELEVATION: 1052.514