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HomeMy WebLinkAboutTract Map 31276 Lots 27-29 Precise Grading GRA-DING NOTES H 1S 216 T Sp 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION ■ � R�N�s AND SEDIMENT CONTROL ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. owl11 C 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. ff DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED AS MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR "' � � 9 OPE AWAY7 � SL LOTS � lb IDIC NMI 17 E; A MINIMUM OF 3 FEET. MODELS 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . CtC �l I o r � I � CONCRETE BROW DITCHES HES DESIGNED TO CONVEY 100-YEAR � a, 4. PROVIDE, AS APPLICABLE, WS OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED STORM FLOWS, SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY '"may SPO THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL � '' � R 1 DEEP. �<�...,...�..., TR 29928 '" S� COMPACTION REPORT FOR ALL FILLS OVER 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH �`��---�-- .�..�.� �✓ GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE, � ``"`' • � �� "---w.,.._.:.......__ --•"""fir --.�.'----"'" GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN j '�,,�,_�� HARVESTON DRIVE VICINITY MAP ONE FOOT. 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE 62 61 , NOT TO SCALE PRELIMINARY _1SOILS TWOINVESTIGATION FBNALECOMPACTIOAND N REPORTASSOCIATES SHALDATED S0UBMIT�EDFOR LEGEND 37 TRACT 29639 0000.00 38 4 0 2 TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN TOP OF CURB RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE TC 4,2 43 WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. / 36 � R FLOW LINE F� 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 LAKE � $9 4'� .� PROPERTY L[NE ►A HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. HIGH POINT HP GUTTER THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE EDGE OF VEMENT N � N FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951 ) 694-641 1 . F I N I SHED GRADE FG 3S AccEss --, BRISTOL ROAD EASEMENT ftM 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION FINISHED SURFACE FS AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY 34 -� G .16' '� DURING THE GRADING PHASE. TOP OF GRATE TG {{� � TR 29929 PE '� IN GARAGE PLM R IN ST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, � 4 G=P�o 1 1 . PO AREA DRAIN N •� WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF EDGE OF PAVEMENT EP 33 �j , LOCATION[ONTGs EPERNPLAN PAD B B EL PAD ZN � IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. �1 �� 4S 48 47 4� 4� 44 � S ,r� FF . . FF � SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS INVERT ELEVATION IE Au WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 32 � �' °�, � � � 3. 6' o LACED ON EXISTING GROUND UNTIL THE GROUND HAS GARAGE FLOOR GF 0000.0 „� to- 6 'O -� MI • -� -� -� - 12. FILL MATERIALS SHALL NOT BE P � � P PLA PER P P� P BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF 31 r O STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN PAD ELEVATION PE 0000.0 %.g PATIO o� PATIO o� ��MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. (/) 7 RETAINING WALL o�- A REGISTERED C I V I L ENGINEER, SOI L ENGINEER, OR ENGINEERING GEOLOGIST SHALL F I N I SHED FLOOR FF 0000.0 3O � PER SEPARATE PERM[T APPROVE PLACEMENT OF FILL. _ S2 113 S4 SS se S7 S8 S9 60 ?, � �Ec�--PLDZG=PAD �+--S IOEWALK O R�W ELEV. ELEV.* 2�-- PARKWAY 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES WATER SERV I CE -� = $ '� cuRe CORED CURB UNLESS 00A Yr OTHERWISE NOTED ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING PER PLAN AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING SEWER SERVICE -� GRADING OPERATIONS. ...... ��� 9 TYPICAL LOT DRAINAGE 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. DRIVEWAY _ .1,, LAUREL LANE-CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS �� _ = �"�' � UNLESS OTHERWISE NOTED 15. STABILITY CALCUL SLOPE _ Y ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL 23 22 1 6DISTANCE TO BUILDING CORNER TIE OUT SHOWN PER PLAN SLOPES OVER 30 IN VERTICAL HEIGHT. LOT NUMBER � _ � = __ a 10 RED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION 16. A REGISTE - OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION UNIT TYPE/ELEVATION = - � _ _ z 24 21 1 7 1 4 � (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO A -�-�= _ 3 UTILITY EASEMENT5 ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT ������r-����'� �` _- 120 R W 5' GROUND SHALL BE GIVEN. �� � ACCESS ESMT. BACKWATER VALVES O - �--- -W- 'I S S/W ARKWA RM I TTEE SHALL ABIDE BY THE REQUIREMENTS � �--y=-=-�=�Y '���J 17. EROSION AND SEDIMENT CONTROL: THE PE � y � `� 18 � 10' OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE ENHANCED ELEVATION TYPE- EH --`" � -"' PROJECT , INCLUDING I NG ADHERENCE TO THE STATE � �-Y` BOOTH BAY RD "�4 ,�2 63NO. 04-04 THROUGHOUT THE DURATIONOF THE PRO .�uW4� v TOP OF WALL NPDES PERMIT FOR CONST ACTIVITIES, IF APPLICABLE. 19 / Q Q�, PERPLAN 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. 64 � 1.0� Q1 .�� Q�.Oq Q�Q'1 ��% �•�� NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. /� °0°°° MIN. MIN. MIN. MIN• MIN. PN N 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO . : �oD 4" PVC COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 20 �'' FOR ALLEY CONSTRUCTION SLOPE PER PLAN ,t+�� �� Q� FG, 2.0 M I N. �G � P PLPN SEE ALLEY 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A ��o� -� / PER ROUGH SGRADING PLAN L Q� :•• :rPER PUBLIC RIGHT-OF-WAY. '� •�..��''r 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS � e � DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL yam^ -/f �Q�� QF`�e tiQ�e 3" PVC IN R/W E BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. YR 29929-� I rn 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE � SECTION AwA. ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE r CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE � ��.� x...21..I N.T.S. � CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. SCALE: 1 " = 60' ESTIMATE \ /T\ 2 /T\ CONSTRUCTION NOTES � QUANTITY � W/ze�'/%/ LOTS I NCLUDED �' 6�� MIN. r � / ITEM QUANTITY UNIT 6" MIN. 3. 16 MIN. 3. 16' MIN 6' N. MUDSILL o � � � 2. 16 MIN 1 1 2. 16 MIN IN GARAGE AREA � INSTALL 4" P.V.C. SCHED. ao 520 LF MUDS I LL * * MUDS I LL GARAGE FLOOR SILL I S 6" M I N 0 .. .. ;• . �' ABOVE GARAGE o O3 INSTALL 6" GRATE PER N.D.S. N0. 40 OR EQUIVALENT 21 EA �- � �� FG � F� �E'�E' �F �' '' � FLOOR SLAB � EXTRA DEPTH EXTRA DEPTH � Oq REMOVE SD PLUG AND INSTALL SO CLEANOUT 4 EA F00T I NG ••': FOOTING � BASIS OF BEARING NOTE 24 I 16 24 I O PAINT SOLID BLUE HANDICAP PARKING SYMBOL t EA =PAD ELEV-FG '°' '°' =PAD ELEV-FG GARAGE DETAIL Wk V) WHERE NECESSARY WHERE NECESSARY N.T.S. THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42°51 '35" WEST O PAINT 4" SOLID BLUE HANDICAP STRIPE 0 2' O.C. 332 S.F. o FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN TYPICAL FOOTPR 1 NT **>K 12'�OR 18'� M I N. 2: 1 MAX. 3" 12'�OR 18'� M IN.*** � . 29286 MB 298 86-89., �7 PAINT SOLID WHITE "NO PARKING" 12° MIN LETTERING � LDOSwO460R � ON A MAP OF TRACT NO � VISIBLY LOCATED TO TRAFFIC ENFORCEMENT (SEC 11298.3) 1 EA MIN. W SCALE: 1 " == 40' 2� MIN. 2q MIN.N. L0044830H w O8 PAINT 4" SOLID WHITE PARKING LANE 90 L.F. 20% MAX SECTION BSB 20% MAX. � SERVICE SOURCE OF TOPOGRAPHY OWNER / DEVELOPERUILDINQ AND SAFETY UNDERGROUND O CONSTRUCT 3" A.C. OVER NATIVE SOIL �50o S.F.s.F. N.T.S. REVIEWED FOR COMPLIANCE WITH o ALERT PLANNING ■ DESIGN ■ CONSTRUCTION GREYSTONE HOMES/LENNAR INLAND El �o CONSTRUCT 4" CONCRETE SIDEWALK PER C.O.T. STD. 401 (2% MAX CROSS-SLOPE) 1 650 S.F. UNLESS OTHERWISE NOTEDTITLE 24 DISABLED ACCESSIBILITY ONLY � ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. 40980 COUNTY CENTER DRIVE *�� VARIES PER SOILS REPORT c� CALL TOLL FREE 27555 YNEZ ROAD,sura aoo 647 N. MAIN STREET, SUITE 1A s2 L.F. ��E-�F�F CONTRACTOR TO VERIFY: IF THE SWALE FLOWL I NE IS LESS > ■ ■ ■ IVERSIDE CA. 92501 SUITE 110 11 INSTALL 2"x 4" REDWOOD HEADER 1-800-422-4133 �Ecuu�,CALIFORNIALFFWIA 92591-4879 � THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS 7' o (909) 686-5103 TEMECULA CA 92591 � Ea, A MINIMUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) APPROVED BY: i C O N S U LTI N G 909.878.8042 • FAX 909.8767240 � www.RBF.com � 12 INSTALL WHEEL STOPS (TYP. ) NAME DAT z DATE OF PHOTOGRAPHY 10/23/03 (g09) 719-1464 TWO WORKING DAYS BEFORE YOU DIG J DESIGNED BY DRAWN BY CHECKED BY Drawing No. o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q�OFESSIpp' RECOMMENDED BY: DATE: "�/�L7 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ol ! R. BORLAND R. BORLAND/M. DOTY J. TANNER Ln 3 1/2 DIAMETER ALUM[NUM DISK, FLUSH IN �� Q•00 0 t�N�9 �y CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL y� ,tf � PI ans Prepared Under The Supervision Of ACCEPTED BY: DATE: 7'20-07 o TRACT 31�76� r as � GRADINGA �n o Contractor COUNTY BENCH MARK T-46-81 RESET 1997 � � � � ��vur Y DIRECTOR F PUBLIC WORKS/CITY ENGINEER �• PRECISE PLAN � EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED � �•60132 � Date: � � � Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE � gyp, e/30/06 � DANIEL A. YORK g '' -717177.n MODELS � LOTS 2749 Q OVER SANTA GERTRUDES CREEK; 4.5' �, JOHN D. TANNER I I I - FOR � PURPOSES ONVY FOR Q PURPOSES ONLY : . � NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL 'rf' C J���. ��� 6-30-08 'o •::::• ����'::::' � PAO4.0599 0 - o. �7� FROM PL ADDED / CONCRETE S IOEWALK. ltr 1�C� R.C.E. No . 60132 Expires R.C.E. No. 43212 Expires 3-31-08 '''�o,�;9a��oQ� TITLE SHEET SHEET 1 OF Date Completed � 05 RBF � MOVED HousEs // v OF C A�. ROOF DRAINS, EH'S AND BWIS. ELEVATION = 1097. 163' N/A �`�1 I 1110 NATE: SIDEWALK TO MATCH E.X I ST I NQ ---" GRADE ADJACENT--TO FROPERTY -- :I NE-WHERE APPL I cAB�� �- w - 1 11 1}- `-- CONSTRUCTION NOTES 1.74 ��_ . - - --- - -- -" - -` -�` w. 5 PAINT SOLID BLUE HANDICAP PARKING SYMBOL ._- _. �__�_ __ t 1112 12 }- .47 „ - 12.7 PAINT 4 SOLID BLUE HANDICAP STRIPE ® 2' O.C. '. . -F F 12.17 S _ .,�... ,,,.. 1 U 1 FS 12.2 12,3 F T LID WHITE '"NO PARKING" 12" MIN LETTERING 12.74 .8 F --GB F •0 7 PAIN SO SEC 1129E.3 g �� _ .,.�, VISIBLY LOCATED TO TRAFFIC ENFORCEMENT ( } 11.82 1 p 1 12.g4 f~~~= .3 Y .`t`----� 112. r . � 12.8 TG 1'C F «.�'"' 8 PAINT 4" SOLID WHITE PARKING LANE - FS--GB IOS► ., �- �' - •;' .-- 12.7 2.46 F .2 9 CONSTRUCT A.C. OVER NATIVE SOIL ---"' --F Q 12,46 a �G 0 IN 12.9 �p r.: 2.4 T � � F � 1p CONSTRUCT 4 CONCRETE SIDEWALK .PER C.O.T. STD. 401 (2� MAX CROSS-5LOPE} -- -- _ FS 12.31 12.22 F 11 INSTALL 2 x4 REDWOOD HEADER 1 �G a 1 12.5 TG .._--' -... fir• . 12'.5 --� ` •'' `�` -__. FS FS 13. t 2 5► TO 1 EXIST SIDEWALK, 2 ^' .0 12 INSTALL WHEEL STOPS TYP. ) `' 11 04 ....-' P 1 PE 1111.9 112.7 12,6 NP : *, � ? ,�,, FF 1113vl� . ► ? NOTE. �, 12.4 TO a' PE 1114.1 P 1113• ' " SEE SHEET 3 FOR AREA DRAIN DESIGN .�,.•• ti 12.81 � � 11�h`� N �'� 12.8 T � 12.4 --F . C� ri 7G ---�_- 12.9 HP ..�" �(I W -. ...t 3 7-. 14.60 .- FS 13. 14.47 13 F 10 Ae '�, 13.2 ' Q 12.5► HP .I� r 12. 14 G .-: 12.6► TCS 8 NP » ..•"�''"•� �" t 1.4.2 1Z•° N, 13.2 IG 1 '� 13.0 12.8 TG -12.4 TG �. 14.d7 F 11 7 13.8T � 11 GFS 11.13.4 2.4 TO a 11.9 RF�UlOVE SIDEWALK FS ;� F G .D 12.69 GF 1 �_N�DREALIGN � .,- ,-- 1 .73 s 13.16 s s 113.0 11.77 rol F a EOP ECP TC 4• � 12.5► NP 12*6 3.84 ESP OP © ' .. O 12. 1 11.8 TG011 ► `. FL OF" `� • 1 12'.42 12.2 TG O 1.81 1�C TC YI 1.565 g' ------''" 11 -12.4 TC 13.73 ^�- 12.18 9' )1,9 TC FSA *- 9 TYP. 12.99 12.72 1 - . A 8 FS F8 0a 12.28 0. A 14.13 ,,; 12 13.2 �a �`` FS FS M`, FS 5 p�` � 7 . 13»04 11 142111 12»90 ,. FS 12.77 PE = 1113.2 FS (14.22) SIGN PER TcLANDSCAPE P Y wo LAOS CD a Q 0 0 CL Ln 20 0 20 40 60 :AT,: - W GRAPHIC SCALE a Ch D w ' .:.+1: - - ...,a _. - _ ,tt t S.: *yp• '.y,` :" 1 q 1!, (/O wO46GR z a L00414830H < 13UILDING AND SAFETY � iUNRER0ROUND SERVICE ESION C[QNSTRUCTIEJN I � REVIEWED FOR COMPLIANCEWITH PLANNING r D TITLE 24 DISABLED ACCESSIOILITY ONLY a ALERT I a z CALL. TOLL FREE 27555 YNEZ ROAD,SUIM 400 U CALIFORMA 92591~4879 --*800--0422-4133TEMEG l�,A, APPROVED BY. .RBF-Com � 9.�7�.7240 www E 0 N�i L.1 L`T'I N� 909.070.8042 Ax 90 NAME 6ATE a TWO WORK I NCS DAYS BEFORE YOU DIG Q Drawing No. / DESIGNED BY DRAWN BY CHECKED BYLO • DATE: �r ��� "� DEPARTMENT OF PUBLIC WORKS . REVISIONS ATE ACC D BENCHMARK �► �� RECOMMENDED BY: -,,.e i I CONSTRUCTION RECORD DATE BYSCALE q .� R. BORLAND M. DOTY J. TANNER a �' R. BORLAND 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��N ► A P I ans Pr spared Under The Supervision Of n CONCRETE CURB STAMPED "RIVERSIDE: HORIZONTAL r,► ACCEPTED BY: DATE. 7 0 TRACT 31270 woo I ContractorcouN TY BENCH MARK T-4681 RESET 1997" B M I C WORKS CITY ENG I NEER ` PRECISE -' rr+ `�,��V�1' DIRECTOR F PURL. / F R-79 AT �-- �' ► Q Y OF THE CENTER INE n S Ido►.60 ;5 �'"" EASTERLY AS NOTED Dote: A. YORK _ R DGE �"` DANIEL �;�;r..� �:�:. MODELSLOTS ��-��F THE B I :Y:':Y. F-- THE SOUTHEASTERLY CORNER O E►cp►. 6/ Q�QB FOR PURPOSES ONLY "x. Inspector R EK• 4.�►' is JOHN D. TANNER III FOR 1 PURPOSES 0 L 1 SANTA GERTRUDES C EPA04w0599OVER -- a VERTICAL �" �. " ' OF THE SOUTHERLY SIDE OF THE �" ��� � �� ���....:•:. � NORTHERLY6-30--08 43212 Expires r�s 3--31-08 fn��•:i�s�.•.�4� �► No. �. � SHEET � OF � •! .� q 6x132 Ex fres R.0»E _ p Date Completed e t e d 7-05 RBF 1 MOVED HOUSES 0. 17 FROM PL, ADDED �' CONCRETE SIDEWALK. "" �� R•C.E. No. P P ELEVATION = 1097. 163 N/A �► ROOF DRAINS, EH'S AND BW S. CONSTRUCTION NOTES O INSTALL 4" P.V.C. SCHED. 40 O3 INSTALL 6" GRATE PER N.D.S. N0. 40 OR EQUIVALENT O4 REMOVE SD PLUG AND INSTALL SD CLEANOUT � in 45.63 *NOTE: SEE SHEET 2 FOR SWALE DESIGN A. ' 3 � `t iiAll, 0.57' do � o �--� . N 32.00' 9r-" �,. 5.76 � 8.72\J opo TQ C:j 11.90 1 8.06 LF CD 28 @ 2.0% CD-0 C �1 11.90 ZR o FF S_--------- x12.30 I �-- 3 TE � 9 H 7.12 F V_ p� x 1112.7 °Q 12.60 IE \ 3 1.90 1.20 IE 3 � �~'S9 '�. 3 a 11 ,/ � .� � _,�, P£ - '113.9 � N J 45.5 O%� 12.0 I 3 , I .04 I E 3 /� � _ 113. 1 �7H o0 0 � 2 � 9• 28 LU9 �1' � � � 8�Y � � i 12.60 IE 3 � PE 1114. 1 T� O � 211 rte_ \ F 111A.3 a r � . 1113.5 QQ � � y�,u� � �. hF 1113.5 0. 0 LF 2 r� /' � "-� , 7.87 �-� 2 r.i P� 1112. 2 0� � / g.07b �' FF = 1113.9 1.202 60-00 L 80 I ',"moo,00-0_0000 26-1 3 PE 1114.1 02.0% 3 1.30 5.33' M = X113.5 E 1 E G8 3 M r 3 IE' 20. 0 LF 13.41 LF 2 '✓ \ ��� i9 - ,� - r - �„/ '� �'• 10 2 .19 11 � 5Q GB (,F 3.25 � .0 � 15.7% Ln �� h 6.2 � � 7.86 IE � 2.0I 2 07.53 °D �' H �. \ 2 � 9j F� 0 3 0 0.90 70 23 LF 2 IE-GB 3 '44 �' r� 22.69 2 23.01 LF "1E-G13 0 .0%� i 6.50 LF � � 2. 6 �. IE 14. 1 10.64 2 35.57 26.59 23.06- ,,t 10.2 � � 7.92 3 22.2 LF 2 � 2.0% A 3 If-G8 � 14.3% 07.40 I E 4 319. o 0GB04 � 2:5:1 �I �F,,� - 3 f r � ca /� r' \ � PE = 1113.2 4.50 2 / �•\ � ti\` �0 7 3 E 4 0.75 ` O io �2, 59•�8 � ` Q� PE = 1113.2 � o 0 IIIIIIIIIIIIIIIIIIIIIlljiiiilllllI� \ A.� � o I Of�H W � Vj 0 Cy) r__ a PRECISE GRADING HOUSE LAYOUT DIMENSIONS0 � } 0 PRECISE GRADINGwAREA DRAIN DESIGN o 1 \ Ln 2� a �i S�gCF. � 1', w `?p• o ELEVATION LEGEND 20 0 20 40 60 w U C COTTAGE LOT NO ENHANCED REAR ENHANCED SIDE BACKWATER GRAPHIC SCALE a ELEVATION ELEVATION VALVE E MONTEREY 27 YES LEFT/RIGHT SIDE NOT REQUIRED LD05w046C1R z 28 YES LEFT/RIGHT SIDE YES o LD04w283011QNOT REQUIRED � UNDERGROUND SERVICE 29 YES LEFT/RIGHT SIDE I TAL I ANATE BUIlDINQ AND SAFETY � ALERT PLANNING ■ DESIGN / CONSTRUCTION REVIEWED FOR COMPLIANCE WITH _j CALL TOLL FREE � � � 27555 YNEZ ROAD,suite 4W TITLE 24 DISABLED ACCESSIBILITY ONLY j 1-800-422-4133 TEMECuLA,CALIFORNIA 92591-4679 0 CONSULTING 909.878.8042 ■ FAX 909.8767 Z240 � www.RBF.com Q APPROVEDBY: 7��� _j TWO WORKING DAYS BEFORE YOU DIG NAM DATE o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE �p p DESIGNED BY DRAWN BY CHECKED BY fESS1 � R. BORLAND R. BORLAND/M. DOTY J. TANNER RECOMMENDED BY: � , _DATE: ! � D DEPARTMENT OF PUBLIC WORKS g � Q Drawing No. 3 1/2" DIAMETER ALUMINUM DISK, FLUSH !N 0 TAHj�/ � CITY OF TEMECULA Contractor CONCRETE CURB STAMPED "RIVERS IDE HORIZONTAL ,`�� �� F9 � C� � ,r � Plans Prepared Under The Supervision Of o0 COUNTY BENCH MARK T-46-81 RESET 1997" � r✓ s _ ACCEPTED BY: DATE: 7-ZD•O EASTERLY OF THE CENTERLINE OF SR-79 AT o T � Inspector AS NOTED No 60132 r*+ �_ ^-- - '��?U7y DIRECTOR F PUBLIC WORKS CITY ENGINEER �RlTRACT 31276 ,.n P THE SOUTHEASTERLY CORNER OF THE BRIDGE � '°' Date: 0� � � PRECISE GRADING PLAN Q/ Exp. 8/3%8A. YORK OVER SANTA GERTRUDES CREEK; 4.5' � � JOHN D. TANNER III - FOR Q PURPOSES ONT FOR I EL PURPOSES ONLY g a'A"" :�, A=�A�`±A� MODELS ■ LOTS 27w29 F- NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL J'� ClY��, �y� � Q d , ''' Date Completed 7-05 RBF � MOVED HOUSES 0. 17' FROM PL, ADDED � CONCRETE SIDEWALK. '1 � �y PA04w0599 a ELEVATION = 1097. 163' N/A � 4f C A�.1�� R.C.E. No . 60132 Expires 6-30-08 R R.C C.E E. No. 43212 Ex i r e s 3-31-08 °�a;;���se�:�::�,� ROOF DRAINS, EH'S AND BW'S. p •Nrd PRECISE GRADING-AREA DRAIN DESIGN SHEET 3 of 3 � z