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HomeMy WebLinkAboutTract Map 30667 Lot 26-43, 46 Precise Grading _x Tract 30667 No . � ti(DT lb 215 GRADING NOTESrecise radingan Phasp 1 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES '1<D GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. OTS 6 43 AND 46 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A 15 MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL Or Iaalifo SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4 InCityPER FOOT FOR LEGENDof �� � A MINIMUM OF 3 FEET. 0000.00 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . TOP OF CURB TC 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR FLOW LINE STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED ISP SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS HIGH POINT HP TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL FINISHED GRADE FG 1s 27 ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY +'" THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL FINISHED SURFACE FS ze 29 31 32 COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. 30 33 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S TOP OF SLOPE TS 17 PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF GRATE TG 34 zo VICINITY MAP ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 1g NOT TO SCALE GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. GARAGE FLOOR GF 0000.0 30667 5716 7 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 21 56 55 54 35 ONE FOOT. PAD ELEVATION PE 0000.0 15 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE FINISHED FLOOR FF 0000.0 14 22 49 35 PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 12/4/03. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE so 51 52 53 PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN WATER SERVICE --� 13 RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN 23 37 HIGH POINT CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. SEWER SERVICE --�5 24 A PAD ELEV. -0. MIN. 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 DRIVEWAY 61E: HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. 25 38 6" MIN. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE T MUDSILL z ? I FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (909) 694--6411 . SLOPE _ _ IN GARAGE AREAS I 48 47 46 45 44 43 42 39 GARAGE FLOOR SILL IS fi" MIN ( 10 TV. 1110. I 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION LOT NUMBER � � 2e -_-_ _ ABOVE GARAGE I r AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY 7R, �" �j ._.. 30 FLOOR SLAB VARIES �DO� AR s*** B C RI SC I DURING THE GRADING PHASE. 40 I I B * VARIES I ten) I 0 T-GRADING ACTIVITIES SHALL INCLUDE BUT NOT BE LIMITED TO, INSTALLING, UNIT TYPE/ELEVATION LOT 1 11 . WHERE APPLICABLE GROUNDCOVER TREES, SHRUBS, OR A COMBINATION THEREOF A GARAGE DETAIL I I IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. 27 2a 2� 30 31 32 33 41 I PAD PAD I INVERT ELEVATION IE FF FF z SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS ? WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. BACKWATER VALVES BW I I 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS I I BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF ENHANCED ELEVATION TYPE- EH I STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 12" MIN. ABOVE PAD ELEV. I z z MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. AMOUNT OF EXTRA DEPTH 47 I �z 00? o I A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL FOOTING REQUIRED D �_o �0z APPROVE PLACEMENT OF FILL. 34 ROUND OFF TOP ��- AG1X � MAX 43 4Z 41 40 iso 3e 37 3d 3Q P/L 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES EXTRA DEPTH FOOTING 5' R W ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. TOP WALL TW TYPICAL SIDE YARD DRAINAGE 47 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. TOP FOOTING TF �- DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS tp- SECTION DISTANCE PER PLAN ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED APPROVED PLOTTING CURRENT ARCH. ELEV. TYPE �� VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL FOR REAR YARD SLOPES GREATER SLOPES OVER 30' IN VERTICAL HEIGHT. 1A 1B � THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN �� THAN 5' IN VERTICAL HEIGHT 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION 1B 1E $- IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO 1C 1A LOTS INCLUDED ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 2A 28 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS 2B 2E \ OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES 2C 2C PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. R 3A 3B P/L 100 0 1O0 200 300 VARIES *** VARIES *** VARIES *** 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. 6" MIN. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 3E 3' MIN. 1 ' 1 ' 3' MIN. 6" MIN. 1 3B 3' MIN. ' GRAPHIC SCALE MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6" MIN. 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 3C 3D FG FG FG E COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A EXTRA DEPTH CONSTRUCTION NOTES & QUANTITY ESTIMATE PUBLIC RIGHT-OF-WAY. FOOTING NO. ITEM QUANTITY UNIT " =PAD ELEV-FG 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT 12 MIN. 12 MIN. 2: 1 MAX. AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS 55' S5 WHERE NECESSARY � DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL O LOT GRADING (19 LOTS x 50 C.Y.) 950 CY 55 " 2% MIN. 2: 1 MAX. 6 TYP. 2% MIN. 12 MIN. fi MIN. BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 2 INSTALL 3" P.V.C. SCHED. 40 298 LF21% MAX. MIN. 21% MAX. 2% MIN. o Q 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE " B-B 21% MAX. SECTION C-C ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF O INSTALL 4 P.V.C. SCHED. 40 119 LF 1 2 SECTION e SEE TYPICAL SIDE YARD DRAINAGE 3 STATE 0R FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE � CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 19 EA � � ��� SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES � �� CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE " DETAIL NOTES o CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. O INSTALL 6 GRATE PER N.D.S. NO. 40 OR EQUIVALENT 23 EA ca CL O6 INSTALL MODIFIED DOWNDRAIN TO PIPE TRANSITION PER DETAIL ON SHEET 3 1 EA rn O7 INSTALL 12" P.V.C. SCHED. 40 139 EA Uj ■ ■ ■ r W a8 INSTALL CONCRETE WALKWAY PER LANDSCAPE ARCHITECT'S PLANS 637 SF Q a Q INSTALL JUNCTION STRUCTURE 4 PER RCFCD STD. DWG. JS 229 1 EA TYPICAL FOOTPRINT 0 Q10 INSTALL BROOKS CATCH BASIN 2424CB OR EQUIVALENT 1 EA SCALE: 1" = 40' w V) Q LD04-127GRof UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER DEVELOPER BASIS OF BEARING NOTE Q ALERT PLANNIND ■ DEL�lIC3N ■ CONSTRUCTION LDo4-a42GR z ANALYTICAL PHOTOGRAMMETR I C SURVEYS, INC. US HOMEBUILDING AND SAFETY Q 647 NMAIN STREET, SUITE lA 391 N. MAIN ST. , SUITE 200 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42■51 '35" WEST x CALL TOLL FII M 275W YNU MAD,sUME 400 N. CA. 92501 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN 0 -8�C3-422...4 33 'MME XXA,CALIFORMA 92991-4679 RIVERSIDE, CORONA, CA 92880 ON A MAP OF TRACT NO. 29286, MB 298/86-89. C O N S U LT I N C3 909.676.8042 ■ FAX 909.676.7240 ■ www.FBF.com (909) 686-5103 DATE OF PHOTOGRAPHY 8/5/98 (909) 817-3500 APPROVED BY: 7 l o TWO WORKING DAYS BEFORE YOU DIG NAME C..7- DATE CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE �pF .SStp DESIGNED BY DRAWN BY CHECKED BY Drawing No. 0 ECTED 12" DOWN DRAIN Q �'�! MAD RS JDT RECOMMENDED BY: DATE: 7 X.5 CITY OF T DEPARTMENT OF PUBLIC WORKS 5/04 MJB 1 1/2" DIAMETER ALUM I NUM DISK, FLUSH IN ��� T AIUII�► CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL .�`�► Q, PI ans Prepared Under The Supervision Of Contractor r COUNTY BENCH MARK T-46-81 RESET 1997" - ACCEPTED BY: DATE: _1//S PRECISE GRADING PLAN o ." � ,�. s EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED d No•60132 Date: DEPUTY DIRECTOR OF PUBL I C WORKS THE SOUTHEASTERLY CORNER OF THE BRIDGE � . 6 30 06 TRACT 30667, PHASE 1 Inspector OVER SANTA GERTRUDES CREEK; 4.5' p JOHN D. TANNER III I RONALD J. PARKS q < NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL r�r CI V tiv �,�� - _ _ LOTS 26► TO 43 & 46 Q Date Completed CONCRETE SIDEWALK. f SCD R.C.E. No. 60132 Ex i res 6-30-06 R.C.E. No. 19744 Exp i res 9--30 05f. ❑ l�f 1989�� SHEET � OF 3 � ELEVATION = 1097.163' N/A �F C�`1 p '�' tC- js / 90.4'4 �j ENHANCED REAR ENHANCED SIDE BACKWATER FL OF PIPE 1/2" 5. 5' no R/w SIDEWALK INSTALL 24 / TS � LOT NO. ELEVAITION ELEVATION VALVE ABOVE GUTTER 6" REMOVABLE PE=126 N A N A NOT REQUIRED FLOWLINE PLUG CONSTRUCTION NOTES O 27 YES LEFT SIDE NOT REQUIRED INVERT ELEV. A 4" PVC 28 N/A N/A NOT REQU I RED PER PLAN _j INSTALL 3" P.V.C. SCHED. 40 29 N/A N/A YES ;:_ •;;,:; 30 N/A _N/A YES r • '' '` "' 3 INSTALL 4" P.V.C. SCHED. 40 31 o N/A N/A YES CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET - lb 32 N/A N A YES �..��:a- �= �:•�Y' s- :...` 20 0 20 40 60 / .�'� 33 YES RIGHT SIDE YES " 't *; \ " 5 INSTALL 6" GRATE PER N.D.S. N0. 40 OR EQUIVALENT �� Yd' 1 1/2 MIN. COVER-1 01mme-1115iiiiiiii . / f•Or 36 N/A N/A YES �/IH 37 N/A N/A YES i DO GRAPHIC SCALE 5 pyo• �. 38 N A N A YES INV ELEV PER PLAN k:s- _., =+, 39 N/A N/A YES CURB k GUTTER - « i,;•- !~ - - =: * - r}; • : PE=1 08 40 N A N/A YES 30x4" REDUCER 4x4 x4 TEE 5' N/Ar'':•;, r , 41 N/A N/A NOT REQUIRED 3" MIN PVC (SCHEDULE 40) .n 42 N A N A NOT REQU I RED 901 6 wz / 5 0 �� •� 10 0 43 N/A t RIGHT SIDE NOT REQUIRED jC14-M co _P0 Oo 5 SLAB PER FOUNDATION PLANS ELEVATION SECTION A-A w PRIVATE DRAIN nROUGH CURB I vl ' TIC &� \ Q� �N 20.35' TRACT 30667-3 G co 48 47 46 45 44 43 42 CHA TH 90.4 PES 1084.8 PE-1083.5 _ PE-1083.4 PE-108 .� PE-� 082.2 PE=1 c�81 .5 P�:;==1 x;)81 . 1 \ 2.2%- ,u' ( •�� TS � _ 2: 1 - - - 2: 1- .7 81. �I A� A 1-11 13.82 50.26 84.43' ti FG Nje 1087.14 20.69 Y` 2. 1 67.06 66.00' 87.3 66.82 85.9 67.00' � 67.00'DO' � 67.00 91 .54'2: 1 / 84.7 ,� TS 83.8 84.8 82.6 83.6 81.3 82.5 80.8 81.8 \ R11m tt .... --- --- _... - - - �- ,... _ TS I\84.9 FL I� W. TS TS TS .34 r - o 87.1 - .... J FG - FG FL-HP c,4 I FG I FL-FP I FG $0.6 TS I I \ \ - N --1 86.3 - 86.1 I - - - - _ - - ` - - / \ _ 86.9 - FG FG N FL-1-P g N 5 I �� 82.4 o I7 in r. I �tit� cov - / I \ 87.1 o z FL-FP •O - cn I i.� z o ''� \ - - \ 1.OX MIN N C�' o z 0 / \ \ FG 91 fi &4.9 O .r 81.5 -- - I /I III �I N 87.67P 41 86.1 0 o z \ - 84.4 0 0 z FG � N I �82.6 � z o - .� 3 FG o z o I \ r, 8 63 FS 5 87.1 N 1 FG N 83.8 80. I t 8 2 \ 87.1 6 .8 FG N 1 5. . � FS FG 5 N1 97 \ co e , I ai FG 83.8 _ I 5 I 80.8 - ►� \ � � -FG \ FG I 82.6 82.fi / FG FG - \ n J 2 87.1 I © 86.3 I ( O 2 9 i• g in I ��t FG FG I _Z 81.5 81.4 in I z 0 FG ® 83.8 _ I FG Q BW 3E FG I I R N: I . /2C\ / I -A °� 85.6 TG 5 _ FG O r: `� //3B\ - >K © I ( 85.1 IE ( o Bw � 83.$ - o ® I 80.2 3 / % ` O R AE\ I © 84.9 I FG I I o 1 E a - I o z I FG 0 n - 5'- oQ ® ao FF 1085.7 FG I © _01 81.4 NTRAL MAILBOX _ ( I 84.3 PE = 1084.9 7 ® Q o II R z• M o FG 1.5 FF = 1082.3 / 1 AV AR LOCATION PER LANDSCAPE \ FF 1087.1 87.1 z 2.0 FG GF=1085.2 5' 7' GF=1081.8 PE = 1081 .5 -A 79.8 IE FF = 1081,6 z -- --� PE = 1087.1 FG I FF = 1087.1 MIN 84.9 I o FG o 1 IPE--= 1080.8 / ARCHITECTIS PLANS 1 I _ - I 84.1 N P r 0 FF = 1083.4 0 81.2 as 4 F I 41 * 2.OX O 1% o� PE - 1086.3 z FG a FL �� FF = 1084.6 0 -► ? PE = 1082.6 �� I 0 3 - �1 86.1 TG ( - I I PE = 1083.8 Q r 0 M I rn FG I / N PE=-1080 1 I I M �ti, Bw . 79.76 IE f.� MIN z EH 85.6 I E 5 _ 86.2 aK r� 3• o " o I / 1 ► o HP I 0 84.1 rn I o O OW) 0.3 ( _ .8 � oBVE H .t DROP o 81.1 81.0 00 N c _ FG I gVC 5' I 84.9 G.B: - 17' t,'=1084.1 �� I I I i FS--GB FG I I GF=1081.1 �o 3 87.1 87.0 I 4.67 ® 3 _ G.B 81.5 CIDFG r' FG 0 86.0 .1 o I FG 4 0 83.6 0 .5 4.67 - o .. I 14 Q � O 84.50 a,8 F I r-0 o I � 4 n� FG 0 79 6 FG �.5 .88 0. - - - 5 ® 0 FG N TC \ 87.0 °D w FL G8 r S I I Q 84.0 n FS-GB © C4� G .5 � I - GF=108 6 5 I •4 °° o I _ FL GB FP 67.0 TC7 n - 5 _ 6 rK 79.9 TG 86.9 0 86.3 .8 FG 84.2 r. ��4 F _ 80.9 _ 5 / 1 I 85.34 5 w FG N ,k. v FG 5.67'g ©� 84.4 FG I N cn 82.5 ) 0 082.0 0� 82.3 80.5 •6 FG 5 n 79.4 IE 6" FH . ao- rn co 83.6 r. j 83.4 ►� FG m n / I 6 FL 79.79 6' M K �► N to o A 86.0 FG FL D o FG �t '� I N FG "? FL GB • ''� 81.5 �e 80.1 N ,g> U__ _ N \� n w N 86.1 0 N o °f o a!e 82.3 o FL GB I W FS 81.2 FL GB 0 / B5. TG \� �-- 85.23 ao j - n 84.65 84.33 N 83.47 TG � 82.68 n! ^ 81.86 N 81.24 TG N a 81.4 co FG ,'�� 79.92 FG cv o� 79.11 5 5.1 S FSV F� S 0 I I FG T 82.97 I E 5 FSS I FS s 5 80.74 I r.i FL GB o co I FS � � FS O�`' I . I Ur -- S �- S S 'S n -- 12. LF 45.60' Z - 66.00' S 1 . 2 66.82' 82.15 67.00' 2 1 L 5 67.00' 67.00' S 49.72' �018.02- - 0 1. i RYM M N 2 12. L (w� W [w] 80.15 W 2 12.0 LF �w� R��`.. Q`� 4 �_ 1 L 1 1 �� ��� N � N �� W � tN0 � `r ►n7 � GD � 00 C7 \ G F� N o �, •o^ rn � tiCIO °p 4M �c i ''�' "� `•� N �ri '�''`'v N w • �021 �- 8 _- " tr c c� ' -15 SEWER t� q' 1.72% 0,4-_ __..__ 0, 1.00x -. 42 1 1 - 40 PI 0 39+50 `39 + 7 > __ G 1 - 1.0% G2 1.72% _CHATHAM LANE40 _ 00 \ 86.29 �` _ o---- -_ 36" SD _ __ _ ^ __ r ate- __ ., --- k �_ w �N n �v n - •• W N 8 ►= _ _ X\ TC �-v ,�- .>>> - ti 8 WATER- R. 9639 ' � ' °' '` �`�'�� 11 as f °� �, c� 2 1 f �O1 M11 W c 11 � �9f ^ 1 �$1 19• C .'+ 3 T .44 -1 a� 1 LOT ] 2 Fs `' - �� A w] 2 wl w 6" FH 0 z.0 2 [w l W] N 61 LD03-239GR ��, \ 8,. rF �1 1 12 .01' 49.12' 83.78 S 65.00' 82.41 65.00' 5 L9 TG 5 5 �U ' 1$ " 34 ,50. 20 65.00 65.00 �;E=1080. 1 86.29 �W� .44 S 5 83.85 G S S - S S _ 12.81 89 15.31 78. H / FS 2. LF ST. LIGHT .35 _ - 82.12 to O o 80.42 cr 80.00 - 79.61 TG 5 FS S 2 0 2 0 F 84.95 0 N 82.93 82.7 82.1 .T 81.9 N T�g ► 5 86.01 TG 5 3g 3g S k _ FS 84.60 84.0 TW e o �- 84.5 FS •�' ►�. - FS 83.8 ao - ''� FS 'cr �' FS 8G.3 80.3`D cv I: 79.11 I E 80.1 ` 86.03 TG 85.51 IE 85.20 '� r� 86.3 83.3 TF a 83.9 rte n,`v °D K FG � FL FG 80 6 N FL GB 80.6 79.11 M g _a k c� FS 86.0 TW }� FG rn 83.5 0 B3.5 82. 5 cr ry FS FG a�I FL } 83.8 5 FG FS �k 85.53 IE - 25.54 �� � _ _ 09 5 N 1 I FL GB K O ry• ao K .6 col FL GB N 5 FG 81.1 � n N 0 83.3 TF 9 84.5 5 FG Q g o N o® - 5 9 5, rn r' o I.j ci o N °° r: 1 5 FG O4 � O O 5 81.7 I FG ©a O 'n ao 87.4 v o 0 0�- -P o; 04 86.3 86.5 �Q4 84.45 .6 _ GF=1084.3 FL/GB B 81.3 I 4 r- E 86.9 FG •6 87.7 14.06' S' 87.0 5 FG FG N� :z o FS-GB 0 0 ( GF=1083.1 5' I FS-GB r: .3 4 7' 5'1 80.8 rn 87.3 - o TG FL GB o F=1086.8 a�w 4.67 © Q �- Icc Ow) o �&- 0 81.705 .6 Ch - ►n FG 87.4 86.3 w M 84.9 86.98 FG o r 0 8 aK FG g BW 82.5 .6 .4 FG 81.2 r- .5 FS GB n ®T GF=1087.7 84.6 'S FG FG k g O BW U2 J 0 z II o0 3 o '- 87.9 •3FG a� 83 8 1 B o z- o �] ® ry• ��'� z 0 87.1 /3E go M1 z .5 © FG 4.67 r- FG cv 4 ae r►i FL z ® � 01 ® N .� 80.9 +yf "" o 01 0 0 �; Q • .? R 82.7 Q 2 E M • �- � o I 86.5 R Ln 84.9 `Y� 84.6 FL .1 w I 87.4 I o '1 FG ( ae z ® I FG o o FG - I2.OX FG FG o Y I � �--- $4.$ f 0 •- =1082.0 R 1.4 3 5 0 10 FF = 1084.8 1 $1.7 w 87.2 �? z o 2 z FF - 1087.3 MI GF=1085.2_ 5 5 - - [ PE �� UNDERGROUND SERVICE o \ ,� FG 2 C PE = 1084.0 68.59 LF ( o •4 81.3 FG FG o 0 1 �:O.4 FL r z_ PE 108fi.5 N 3 0 _ 'r' O 1.2% 3 - 0 ? o m $7.9 y ® 2.0% ae `�' 5'�1 ® O I FG FF = 1082.5 0 = 81.0 ALERT FG MIN o '� 01 o 1 o I 5' 82.6 FF = 1083.6 82.8 ir "I PE = 1081.7 ©� FF 1081.8 FG >K 87.6 0 o A 0 86.5 I N HP PE = 1082.8 PE = 1081.0 0 Cl) c.i -5 GF=1088.2 87.9 r-0 ® � I = _ z_ u� FG ..I I o I I 3 o FG 2 B FG r_ FG FF 1085.7 O o �, �n0 Q _ $1.0 CALL TOLL FREE o ' PE = 1084.9 \ R / 86.5 84.9 � a4•o � - ©� � 1-800-422-4133 O I FF - 1088.2 N 86,5 FG FG 82.8 / 5 81.0 l 0 I z ( 9 _ FG ,I I FG 12- [IPE, E H = 1087.4 `� FG 0 0 5 5 82.8 0 0 K z 81.6 5' FG 81.0 0 FF = 1088.7 _ - aK z - - 84.0 ( FG t• oo 81.6 0 � o FG FG TWO WORKING DAYS BEFORE YOU D I G o PE = 1087.9 � 87.4 o - o o � 0 FG 82.3 TG ? o �. rn FG iv1-1 0 FG 87.4 ! 81.7 N _ •I O N 84.9 I N l ..I 5 N r- 1. , n •1 FG - cD O z - / 5 I - _ N 1 ` - - _ 1. O or� w - 5' FG 5 0 - - / 84.7 FG 5' - - - - 8$ I - - 81.5 (0 V \ N �_a -co O PLANNING ■ bE31C3N ■ CDN91`1�l1CTIDN Q z - 87-8 ;•� _ 83.8 -co I 1.0% MIN 82.6 °g I ,n FL-FP rl- - L o I o FG o z .3 ao o? _W to FL-FP `O FL--P o `„ N °° 87.9 N i N l 87.2 0 FL-FP tD o 86.7 Tw RETAINING WALL PER ---- g I N n 1 FG - - - \ FL-l-P n rn 83.8 81.7 � 81.7 81.0 81.0 27556 YNEZ ROAD,9lXTE 400 c° 5 M 84.0 TF SEPARATE PERMIT STRUCTURAL / 0 I 82.8 TS I FG ' FG TEIrECULA,CALIFORf�NA 92991-48T9 0 0 0 85.0 FG �- 62.80' SETBACK FG FG 65.00 CONSULTING 909.676.8042 FAX 909.676.7240 • www.RBF-can � 84.0 (� 56.78 w - °D cy N STRUCTURAL 84.9 84.9 /FG � 2°i OSETBACKTSIn 87.7 87.9 n 87.4 86.5 87.5 FG FG 65.03' 9.oJUS ...- - - - __ r - - -- -- - - - -- -- - -- w 87.9 FL FG � FG 87.4 /�FG TS I 61 .83' 2. 1 1 FG fi5.00' 65.01' FG 69.00' - . - J - -` --4 .,._ -- - �• i LD04-042GR z 0 _ _ -2: _ - 2: 1 BUILDING AND SAFETY Q •- -- - - - - - f / af 47 - - - - _ _ _ - •- -- - - .-� OPEN SPACE LOT > J APPROVED BY: C o NAME DATE z CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE ��p F E S S I p� DES I CSD BY DRAWN BY CHECKED BY ,! Drawing No. 11- o p TA MAD RS JDT RECOMMENDED BY: DATE. ! CITY OF T DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL ,�� � N 'p �Q, PI ans Prepared Under The Supervision Of o 5 0 ACCEPTED BY: DATE. /3 PRECISE GRADING PLAN ox Inspector c t or SEE SHEET 1 1 = 20 No.60132 c_ (Q d DEPUTY D I RECTOR OF PUBLIC WORKS p 2 Exp. 6/30/0, Date: TRACT 30667 PHASE 1 JOHN D. TAKER III RONALD J. PARKS - Ta Q VERTICAL sr c! �� ��� - = CHATHAM LANE Date Completed eted Q p N A lF OF C A`1�o R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30--05 fr, �exe�a=� LOTS 26 TO 33 AND 36 TO 43 HE T � S E 2 OF 3 CHq RHES T 1 evc Gly ST REFr CENTRAL MAILBOX -- r 6" FH LOCATION PER LANDSCAPE PLANS 78.41 TG o� o TC 14 .91 I E 5 -r)�4�, VINYL LATTICE JC. , . 4 •13 TC _ 3d66]'�, 41 PER LANDSCAPE PLANS 32 33 �, � • o � � 7 .29 78.6 • - � 89.89=,08©., 79.75 PE-1081.5 PE-1080.8 r f \�8, �$• FS � ►. N _ o FS 78.59 � FL-+f 80.1 61 4b I.0 1 0 C'4 X9:57 FG (� 36" SD STA: 12+00. �p'►8 �..ca - 2 0 .0 ==� 8 F--S---�� 9 gz.� _ 79.65 TRACT 36" I E: 1063.78 1� Q o 78.28 �-- �- FS 79.85 12 CONNECTION AT 1 +01.27 �� �CF$ I BOUNDARY EVAT ION S: '1066 F00 001G � ��, „ FS15» FS GB � �� ~ 79-93 ►moi I \ \ 12.0 LF -- -_x- 79.35 \ 04 10x ,\� ��7� $ �, �C 0 2.O% 2 78.92 -�,FS 79.88 '`v RI �� \ �� F�' , ti - F� ��_FS 8 81.1 SD 15 S _. � � 65 M 78.39 - 1,gz ® F9.26S TS CHATHAM LANE 78.,8 '� ^ - 77.89 IE 5'IRRIGATION 79.44 'n N61'42'25"W �' f - TC 8:5 EQUIPMENT PAD TRACT 30561 " =- 7 3 \ FS 78.fi PE _ 1080.1 3 �� -- 36 SD---i -� - _. �s. __ � F5 OPEN SPACE w -- _ _ _ _ _�_ r ` � 8 W n � IE GB, T 78.40 9 RIM EL. j I GHT FS 1.81 FG PER PLAN W 4 8 3v5 rc h 78.46 RR ATION CONCRETE _4" r / FS METERco lc ' - FH 1 _ HEADWALL 10 78.79 7 81.1W-- -.48» 71.4 -� --- �� - 3 TS -`N I E FS ��x 78 78 1'� 8. FG T 10 FS 78.9 -„ PROVIDE 3/4"x 2" NOTCH / 13. 17 7 S 1 - G 1. 7 I ?I, FS 8_ VARIES wSLOPE IN 43 b3 F, 2 7 78.8 79.9 TO RECEIVEwLGRATING. DAIN 3� 1 -fi �1 '18• 1 �' � FL GB G �- » ;� 78.69 0 5 'Ib 179.1 _____ -- -- ------ --------- ---------- � +t FS -_ r 80.0 �- \ 80.1 - PIPE SIZE N AND TYPE SECTION A-A - - 7 79.4 ae FG FL 79.7 FG _ 78.96 PER PLAN 0.4 cv `� FL GB � ai � �� \ FG /2 n FS --� - - - C\ 80.2 r014- ao .2.41 .75.7 .5 I =-=-. _ :�•��.},.� .. =:_== FG FG ;EJGB D w� 5' GF=1080.7 REMOVE E ISTING36 1 ` 18. 17' - - " QV-DITCH AND,INSTALL FF _ 1080.9 o� PE=1081.0 0 12" SCH 40 PVC - H A PE = 1080.1 ,47 B N I - TO R/wAINTAINEDz AS EN ti 79.3 SECTION B-B N _ N /3E\ 1 I E�"� FL 4» 0 R o so.1 GF=1oao.4 s' I -- I #4 PERIMETER FF = 1081.2 I FG FG 80.1 I SUPPORT BARS PE = 1080.4 I Z- a� 4" 80.4 at} #4 GALV. BARS 0 EXPOSE 1-1/4" PORTION OF ofHREADED ANCHOR BOLT 80.1 SPLASH 3 FG ( I O.C.CWELDED r-- 2 TO GALV. #4 m 80.4 g 7' FG WALL SUPPORT BARS 3/16 80.4 FG 14, 80.1 AY A 3/4 TYP. \� FG 1.0% MIN z 80.1 FLOWL I NE EL. --__=.. 80.2 0 z!o - - No FG 8 ER PLAN FLOWL I NE _:_;�_........:: _ cn ' 1 TRANSITION { :-_-:: HP - � . . 7 79.9 80.44 GALV. _== ___' -_- -. FG 74.01' FG FG 81 .17 81.1 TS BARS AT F.- /FG __----- -- �` TYP. 9" OC1/2"x 6" GALV. ANCHOR BOLTS SET IN CONCRETE - - - - - - - - - - - - - - � (4 TOTAL) REMOVE EXISTING 80.4 RIM 2: 1 / 6 80.1 RIM80.1 RIM �. 79.4 FL 78.70 FL V2m SCH AND INSTALL 79.1 FL �4 » • - - - - - - - - � 12 CH 40 PVC EXISTING BROW EXISTING BROW B 47 DITCH PER ROUGH DITCH PER ROUGH STRUCTURAL PLAN GRADING PLAN GRADING PLAN SETBACK LINE LD03-023GR LD03-•023GR r 12 SCH 40 PVC 1. GROUND SHALL BE PRE-WETTED TO THE SATISFACTION OF THE BUILDING OFFICIAL PRIOR TO PLACEMENT OF CONCRETE. DELTA BRG RADIUS LENGTH REMARK 2. MATERIAL FOR CONSTRUCTION OF DOWNDRAIN SHALL BE CONCRETE 1 1 N28 17 35 E 69.27 S=0.0433 2 N062330w 53.40 50.1243 REINFORCED WITH 6"X6" W1.4XW1.4 WELDED WIRE FABRIC. N38 w 36 P 30 E -- 15.66 S=0.1890 3. DOWNDRAIN TO PIPE TRANSITION SHALL NOT BE USED WITHIN J PUBLIC ROAD RIGHT-OF-WAY. 4. GRATE SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. MODIFIED DOWNDRAIN TO PIPE TRANSITION 6 N.T.S. PMB 139/89-90 PARCEL 5 E Q CV n wt O n w m �O. 3 Pei O C7 CONSTRUCTION NOTA 0 - o 01 O2 INSTALL 3" P.V.C. SCHED. 40 w U) O4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 = O 20 0 20 40 60 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT r. w INSTALL MODIFIED DOWNDRAIN TO PIPE TRANSITION PER DETAIL ON SHEET 3 0 GRAPHIC SCALE O INSTALL 12" P.V.C. SCHED. 40 �8 INSTALL CONCRETE WALKWAY PER LANDSCAPE ARCHITECT'S PLAN 1 Q n_ UNDERGROUND SERVICE 1 9 n INSTALL JUNCTION STRUCTURE 4 PER RCFCD STD. DWG. JS 229 DO 4-12 7G ALERT PLANNING ■ DESIGN ■ CONSTRUCTION LD04"'042 •�R Z LOT N0. ENHANCED REAR ENHANCED SIDE BACKWATER 10 INSTALL BROOKS CATCH BASIN 2424CB OR EQUIVALENTES ELEVATION ELEVATION VALVE BUILDING AND SAFETY Q 34 N/A LEFT RIGHT SIDE NOT REQUIRED CALL TOLL FREE ■ ■ ■ 275M YNEZ ROAD,SUrM 400 35 N/A N A NOT REQU IRED TEMECULA,CALFOf NA 92891-4679 7 /.��D ... CDN 5 U LT 1 N Qi 909.676.8042 FAX 909.676.7240 • www.RBF.can 5" SLAB PER FOUNDATION I ON PLANS APPROVED BY: 6; 0 a NAM 6 ft DATE z TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCE�MARK DESIGNED BY DRAWN BY CHECKED BY ,.,,/� Drawing No. o SCALE Q�p��SS�p�,/ RECOMMENDED BY: DATE: ��/5��" CITY OF TDEPARTMENT OF PUBLIC WORKS 5/04 MJB 1 DRAIN O O. TANS. l MAD RS JDT D AIM, Contractor HORIZONTAL y 'pr a, Plans Prepared Under The Supervision Of m M .r ACCEPTED BY: DATE: 1 S T PRECISE GRADING PLAN 0 1 = 20 tloj No.60 '� /�/cDEPUTY DIRECTOR OF PUBLIC WORKS "' Inspector SEE SHEET 1me- P. /�/� Date: TRACT 30887, PHASE 1 i JOHN D. TANNER III RONALD J. PARKS - ----� VERTICAL sf' CI r IV �,�� - - - r CHATHAM LANE Q Date Co I et ed t 4 60132 p 6-30 06 p' 19 „ LOTS 34, 359 AND 46 SHEET 3 of 3 N/A F OF CALF R. .E. No. Ex ares R.C.E. No. 19744 Ex ares 9 30 05 f