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HomeMy WebLinkAboutLot 3-5 ,31-35 Precise Grading .GENERAL NOTES 1 , ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENT STANDARD DRAWINGS AND SUBSEQUENT AMENDMENTS. AGENTS DOES NOT RELIEVE THE APPLICANT CANT AND ENGINEER OF RECORD FROM THE RESPONSIBILITY D I!.17Y FOR THE 2. APPROVAL OF THESE PLANS 8Y THE CITY OR ITS � CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. o ROAD PROJECT SITE c ARROYO 3, ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE CHANGE IN THE LOT35AND31 FIELD. o � 4. THE PERMITTED MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF-•WAY. 2� VIA RAMI �- n cis r- � PAUHA � � CREST 35 .n © eGAB �. A PERMITDEE SHALL SCHEDULE APRE-CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO BEGINNING CONSTRUCTION. pr e F d 9 � ��• PLACE � p I cl ® ® SANS �' ° �- 8. CITY oRD I NANCE 94-�25 STATES THAT NO PERSON! SHALL ENGAGE IN OR CONDUCT CONSTRUCT I�i ACTIVITY, WHEN THE CONSTRUCT I C3N SITE IS WITHIN ONE-QUARTER � RoAO (1/4) OF A MILE OF AN OCCUPIED RESIDENCE, BETWEEN 7HE HOURS OF 8: 30 P.M. AND 8: 30 A.M. , MONDAY THROUGH FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCTS ��, opo CONSTRUCTION ACTIVITY BETWEEN THE HOURS DF 7. 00 A.M. AND 8. 30 P.M. , ON SATURDAY. FURTHER, NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY � � � � � �. � mo�� � AND NATIONALLY RECOGNIZED HOLIDAYS. _-__ �. �-- � --�-- — — � ...___.-_ TH PR F TATE � 4� pIO P�CQ q� T T R FEDERAL AGENCIES REGULATING E OVISIONS O S `y. 7. THE ISSUANCE Of A PERM I T BY THE CITY Df)ES N�7T IMPLY t�R PROVIDE ANY CLEARANCES FROM S A E o .. _ �- Q ,o "• ..r r A FROM THESE T PR PR AT CLEAR NCES AN A T R WATER UALITY REGULATIONS. THE PERMITDEE IS RESPONSIBLE FOR OBTAINING HE AP 0 I E " ; ,. .. . - . OR FEDERAL END GERED SPECIES C S 0 Q f AGENCIES PR I DR TO ANY DISTURBANCE OR GRADING. , 8• EMERGENCY TELEPHONE NUMBERS A1�SWERING MACHINE IS NOT ACCEPTABLE): = ( " r • - 4. w. , ro SAN DIEGO JARNNE VALDEZ, LENNAR HOMES OF CALIFORNIA (951 )8173587 - ` - -. . _ W _. w F THE PROJECT vY . THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE EROSION AND SEDIMENT CONTROL NOTES THROUGHOUT THE DURATIONO \��- � � _ _ _ 9 EE Q - INCLUDING THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. � y - - , T - r. w VICINITY MAP 10. THE CONTRACTOR SHALL BE RESPONSIBLE FDR CLEARING OF 7HE PROPOSED WORK AREA, AND RELOCATION CASTS OF ALL EXISTING UTILITIES. N O ° _ P T D FOR - 11 . CONSTRUCTION VENCING. ASIX FOOT 8 CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL ROOF SYSTEMS ARE COM LEE A5 DEEMED NECESSARY FOR PUBLIC SAFETY. 7HE MAINTENANCE FOR CONSTRUCTION FENCING UNTIL ROOF SYSTEMS ARE COMPLETED I S THE SOLE RES�ONS I B I L I TY DF .-.. -". —. �- -- •� �° �: .=�� =-".-- ". -•--= ---=. .`._- " �.:. -= -�= � ^ »..�=-.:, -- --� 7HE DEVELOPER/CONTRACTOR. 12. IT SHALL BE THE RESPONSIBILITY OF 7HE CONTRACTOR TO NOTIFY THE ENGINEER DF RECORD AND TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY _ LEG EN DID R.L.VERS IDE COUNTY 'ORDINANCE NO. 491 (?RACY AND PARCEL MAPS ONLY) . — ..-•- 0000.oO BRADSHA�U DRIVE TOP aF CURB SLOPE 13. DUST SHALL BE CONTROLLED TO COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'S (SCQQMD) RULE 403, INCLUDING METHODS APPROVED BY 7HE CITY TC - - -�- ----�- ENGINEER. FLOW LINE FL LOT NUMBER � � �. rrrrrrrrnw•w•• ,�, ^,,�,�.. _ a--•� 0.--m .—R!*M. T--l. ��r. ._-!+ �,. �• ,lrr.,� ... wrrwr•rwrrir 4� i 4 F M• FANCY RELEASE OR ,� __ R TH R I PT OF THE OCCU _ w V N L THAN THREE -DAYS 0 E ECE . R AN Y SHALL BE PRO IDED O ESS E �-`T ARE HEST F0 oCCUP C14. A RESPONSE 0 • "°_ . . T ,. . . . " , . - x "- .,_^ _ HIGH PO I N 1A HP T TYP VAT N UNI ELE IO , n E 1. "'�,.. `. ..,,. •. `'... ';•'."•.. '..... `.., ,n ...,.`..•.•• ,. ".. Y.w'•., - c -'v _ u > REQUIREMENTS DN PAVING GRADING OR EROSION AND SEDIMENT CONTROL NOTES PLEASE SEE SEPARATE NOTES. _ ,.., 15. FOR ALL OTHER SPECIFIC . ,; .,F � . . � ... FINISHED GRADE FG j . w - ` M , - R R TAT P N R E " _ , w - ". N RT VAT N IE 7H TY N NEER DR HIS HER EP ESEN INE U 0 E U T. .� " . . Y T HEETS TO E C I E G I S ., _ . 1 . PR RVE CU S Q , . $ PROVIDE DE SU _ _ _ w ." _ _ ��. FINISHED SURFAC F , , w . - „ p w. 'r B ti V _ BACKWAD R VAL ES - " 1,GRADING NOTES ~h` .. � " _ � TG w ,r ,�. '+.. � .� � � .. .� .r •'... .... 'nom . •. ` � DP OF GRATE - w.,h n. - ,._ . .., ,. 'M. AMOUNT OF EXTRA DEPTH A N IPA CODE D r• . T T 1 F 7HE TEMECUL MU IC L .. n AT A T V TIES SHALL CNF RM TO THE I LE 8 O " - M NT ONTROL REL ED C I I 0 0 . -. ._ . . . . .. , .° _ . ._. T P F F T N T r „ - .w . " r. x - " ` r r"_ T NATIVTIES. _ - � r . , . , ._ . ,. _ ._ . ,, _ . . , "_ _ . N7ROL BOARD SWRCP NPDES GENERAL PERMIT FOR CONS7RUC I0 C I `. r .- ��. APPLICABLE 7HE STATE WATER RESOURCES Ca .,. . . '. . ,. ., �. � `. " - w • , " - TW I NC. DATED _ _ ._ ._ . .. ," . . ., __ "_ ,y "..•..,. .", ._ , r. ,: -.." r. . . _ . : , _ `». .. " .. `.. w.. _ \ AL GRADING SHALL BE DONE I N CONFORMANCE WITH RECOMMENDAT IONS OF THE SOILS REPORT W,O 80(35 A 1 SC BY GE050 ILS w _ EXTRA DE�'TH FOOTINGEz Z----Zl 2 L , 2O . .. _ ww - h ry .. , 1 '.. "r, ...1 ... t. .... - TS DROP " REPORT. _ � _ P HALL BE 2 AN HA COMP Y WITH RECOMMENDATIONS 0 ESO L MAXIMUM CUT AND FILL SLO ESS D S LL L .'� . '.w ." ` , » a . . � - •w .. 3 .i _ °z. rr . ____ _. . . .,. _ .. . . •,w y� ARA FLOOR � ` 1—r�-�' w'� v. , i. ry •� PE 0000.0 .Iwr U M TIED TO THE A DEVELOPMENT w ,.: .. 4. STABILITY I TY CALCULAT I DNS WITH A F'ACT'OR OF SAFETY OF AT LEAST ONE AND �"I VE TENTHS 1 .� SHALL BE SBI L ND ., ., .. � � - -" �. . - � - S B I ( ) - " INSPECTOR BY A REGIS ERED ( ) .w ' n _ "w _ .� Y T EIG .• _ x.� F I RE H DRAM " , .n FINISHED FLOOR FF 0000 O . _ 1 �. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 100 YEAR STORM FLOWS DR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED - " . � .. ,N �, SLOPES OVER THREE FEET (3 ) IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TDP DF 1 � I �.� : WATER SERVICE yy STOP SIGN F SLOPES. � �� � SEWER SERVICE S 6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR To A PRE-CONSTRUCTION MEETING AND COMMENCEMENT OF ANY � CONSTRUCTION GRADING ACTIVITY. DRIVEWAY � / T N T F NCTIDN AT ALL TIMES. NO OBSTRUCTION OF FLDDD PLAINS OR NATURAL WATER COURSES SHALL BE SCALE: 1"=40' a 7• EXISTING DRAINAGE COURSES SHALL CON I UE O U ARCHITECTURALLY ENHANCED �; PERMITTED. s�A��. f- ELEVATION 1 _4a. a 8, TEMPORARY DRAINAGE SHALL B PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INST PROTECTIVE MEASURES SHALL. BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. •A,�, 4�`°t �`' LOTS INCLUDED � wnr t� 9. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER EARTHWORK QUANTITY50,00' 49.00' - � T • T X 0 Y LOT � 180 CY OF FILLTERI-AL. I�' SLOPE RAT14 EXCEEDS �: 1 AAD IS GREATER DHAP! FIVE FEET (5' ) , THE TERRAIN MUST BE KEYED AND BEACHED INTO 0 8 LD S 2 C / +� EITHER BEDRt1CK OR NATIVE SOIL WITH EIGHTY FIVE PERCENT (85� NATER SATURATION. 10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER, OR GEOLOGIST WHO SHALL SUBMIT TO THE " fw �so s I F1 CATE zQ�m LAND DEVELOPMENT INSPECTOR TWO 2 SETS DF WRITTEN CERTIFICATION THAT ALL FILLS AVER ONE FOOT 1 IN DEPTH HAVE BEEN PROPERLYANORLrw �v�CL-I I A REGISTERED CIVIL ENGINEER OF THE STATE OF UNDERLYING GRADES OBTAINED FROM � � - EXISTING UNDERL I G G AD PLACED. CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL � ROUGH GRADING PLAN (LDC�2--OO7GR}. � � MECHANICS, HEREBY VERIFY THAT A SAMPLING AND STUDY DF THE SOIL CONDITIONS a 11 . THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMEN�f INSPECTION DIVISION (951-30-8390 AT LEAST 48 HOURS IN ADVANCE REQUESTING ROUGH LOT PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. - �r�ro . ONE COMPLETE COPY OF THE GE07 CHNICAL ENGINEERING a o 95 - 8Q-003 THRU 0(�G AND 9 OBTAIN 08 ROM 010 INVESTIGATION COMPILED FROM THIS STUDY, WITH MY ECDMMENDATIDNS, HAS BEEN Ln 12, ...PRIOR TO RELEASE ''OF A BUILDING PERMIT, A REGISTERED CIVIL ENGINEER OR LICENSER LAND 'SURVEYOR OR SHALL SUBMIT TO THE LAND DEVELOPMENT SUBMITTED TD THE OFFICE OF THE CITY ENGINEER. 8 � I NSPECTDR TWO (2} SETS OF WR I TTE1V �'I NAL PAD ELEVATION CERT I F CATION TO INCLUDE A STATEMENT" THAT THE PAD ELEVATION IS IN CONFORMANCE � WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. ?HESE GRADING PLANS HAVE BEEN REVIEWED BY ME DR UNDER MY DIRECTION AND � CONFORM TO THE RECDMMENDATIDNS MADE IN THE GEOTECHNICAL INVESTIGATION PLAN 1 PLAN 2 PLAN 3 � H M T TO THE LAND DEVELOPMENT INSPECTOR TWO BEING LOTS 3 THROUGH 5 AND 31 THROUGH 35 OF TRACT MAP NO. MENTIONED ABOVE. i� 13. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGIS{"ERED SOILS/GEOTECHNICAL ENGINEER S ALL SUB I T 7 T TH RA I NG HAS BEEN DONE I N CONFORMANCE WITH THE 24-188, A5 SHOY�N •BY MAP ON �'I LE IN BOOK 396, -PAGES 41 THROUGH (2} SETS OF WR I T7EN FINAL PAD COMPACTION CERTIFICATION TO I NCLUDE A STA7EMEN HA E G DUGY e ro so 1/s /NC: f�,.~ w:- ' 48s IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COU �-o � � ,�.`"-;,,::r,-.::..,.t.-. ` RECOMMENDATION OF THE PRELIMINARY 50I LS REPORT. / ����, _..., :r� ,._x ,� � � � l SCALE. 1 40 14. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING WHERE APPLICABLE, GR@@Af�§C�1�EI�qTREES, SHRUBS, DR A � � .....COMB.I NAT.I DSI ?HEREOF I N ACCORDANCE WITH THE 7EMECULA MUNICIPAL CODE PR I DR TO THE APPROVAL OF �'I NAL INSPECTION. SLOPES QUER FOUR (4) SIGNED � �' I.1�.r:;E�,����� ���.;'� �- # Exp. 0 FEET IN VER-TICAL• HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. —' 7HE BEAR I NCS SHOWN HEREON ARE BASED ON A PORT I ON OF THE ����^. ���„��- T- 15. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS CENTERLINE OF BUTTERFILED STAGE ROAD AS SHOWN O � ,�a 24188--1 FILED IN BOOK 281 , PAGES 24 THROUGH 32 OF MAPS IN 7HE G.E. NO* �At < WHICH REASONABLY APPEARS TO BE EVIDENCE DF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY 2Q07 CBC GRADING N < ADVISE THE CITY OF SUCH •AND THE CITY -SMALL CAUSE -A!L FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFF'EC'TED AREA TO IMMEDIATELY OFF Y CE DF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CAL I FDRN I A, G � 0- C . TI-fE PLA�#N I NG D I RECTt3R AT HIS/HER SOLE D I SCRf T I{3N MAY REQUIRE THE PRPOERTY OWNER TO REPOS i T A SUM DP MONEY IT DEEMS REASONABLY BEING N04 28 05 W. w DATE TIE ENGINEER OF RECORD BIAS DETERMINED THAT NECESSARY TO ALLOW THE CITY TO CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SIDE AT NO COST TO Lu CONSIDERING THE SITE CONDITIONS INCLUDING THE � THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL � THE �rf OR SHALL NOTIFY 7HE PROPERTY OWNER DF SUCH DETERMINATION AND SHALL AUTHORIZE DHE R�SUMPT I ON OF WORK. NC, CONSTRUCTION NOTES QUAINT I TY UNIT S(SIL �D CLIMA I'E• . SITE DRAINAGE Q P N E7ERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL CULTURAL RESOURCE THE PLANNING DIRECTOR SHALL NOTIFY THE PROPERTY OWNERSATISFACTORYSLOPES SMALL E►E ANS NST THAT NO FURTHER EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY 1 LOT GRADING (8 LOT X 20. C.Y. ) 18O C.Y. z �. WARRANT THE MORE CONSERVATIVE o THE DIRECTOR. INSTALL 3 PVC DRAIN PIPE (SCHEDULE 40) 228 L.F THE < RE DIRE-MENTS S.P.ECIT IEI� .E3Y � CODE. �ROUND PLASTIC CATCH BASIN (NDS 101 DR 201 ) WITH GREEN � 0WNER/APPLICAN T 4 EA. � -- PLANNING ■ DE91OM ■ CONSTRUCTION E'LAST'IC GRATE (NDS �4q) � � LENNAR COMMUNITIES 4 CONSTRUCT PRIVATE QRAIN THROUGH CURB PER CITY OF 7EMECULA STD. NO. 303 4 EA. 391 NORTH MAIN STREET a 40810 coulvrrY CENTER DRE CORONA, CA 92880 5 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF TEMECULA STD. NO. < � s � 8 EA. < TEMEGUl.A,�cAur-owvlA 92591-4079 (9�1 ) 817-3800 207 7� • .WwW.R€,3�.�m WDIDffu ���3��'��2 LD10-043GR (951) 817-3899 Q AWN B Y CHECKED BY v CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D COUNTY OF RIVERSIDE B.M. T-29--81 I��$! DESIGNED BY DR � SHEET NO. � SCALE Q�0 4y� RECOMMENDED BY. _ DATE. _� ! CITYOFTEMECULA DEPARTMENT OF PUBLIC WORKS 2--1/2" BRASS DISK IN CONC. CYCLIDER � . Q � TCB TCB TCB � �. LOCATED FROM .THE INTERSECTION OF .FRONT ST. CONTRACTOR AND RANCHO CALIFORNIA RD. AND MARGARITA F-10R�ZONTAL. �'`�' '� �� � PLANS PREPARED UNDER THE SUPERVISION OF � a RD IN THE N.W. CORNER OF THE INTERSECTION � ACCEPTED BY: �-`" - DATE: /r/,//a n ' � b r*� R ... G �����SE ����'�� FLAN 1' E. OFA 7' CHAIN LINK FENCE, 21'X165' AS NOTED � No•$9Q$9 rrr � F P.P. REG /UTLER INSPECTOR AROUND SO. CAL. GAS VALVES 40 N. O _ - ' � DATE �� � �� DIRECTOR OF PUBLIC WORKS / CITY ENGINEER Y;r..: `�.�= � NO.�) 94 N. OF THE CENTERLINE OF RANCHO � � d `� , .�.Y-, •i CALIFORNIA RD. FIBERGLASS WITNESS POST SET VERTICAL ��* �'1 1�, THOMAS C. BURNS I DE R.C.E. 47109 �� PASEO DEL SOL TR 2188 . DATE COMPLETED i�' W. OF MONUMENT. �l o`� R.c.E. Ivo. fi9069 �� .....ia�i� ,.. ARROYO -" LOTS 3-5 AND 31 -35 o_ ADJ. DATE 09-13-82 � DF Ll�` �.��°� OF SHEETS .� ELEV. 1128.�-10 N/A �A � � .. 60.00' - 60,00 60,00' w M-I 1-1 A • w -H c*" 55.40 55• o 'E' a a 56,8 0 21 illi. 15 p?. a mE 1 TPM I FL N 56.4HP-FL 00 HP-FL ca 55.62 _ o I I 56.2 2% MIN. HP--FL VARIESBARI S BCR I s�; FG (gottxLuFFL I I 56.0 r" 2% MIN � VAR # 56.2 2 MIN. In I too) Irmo} I � FL 7 � 56.21 .1 FG I I r 4 56.7 56.7 6 FL I PAD PAD I �, FF-1256.87 L� • � FG FG 57. 1 57.0 . � FF FF _ .J ------ z z z z PE=1256.2 4 �.. FG FG I I 0cn 5 H FF 1257.37 0 .1 T- . , � �6.2PE 1256.7 I I 55, 13 TG z `O ` FF�1257r77 3FG �-, � � � 56.8 56.00 TG I I 54.35 IE 55.9 /1-CR 4 6 PE-1257. 3 •1 FG 55.46 IE I z � � �' I 4' FG 0W'j I 3 A 00 z A 00 z I ' Z 5 N log 0 Mix .- Max �- 0 lob 0 3 2B R\ 5 r,� 0 s 55.9 •1 O 4 R W 60. 1 LF N 56,7GF 2 EG 5 1257.27 1 .0% LO GF- FG 55.7 57. 1 5' • 1 FGJFG570 56.21 TYPICAL SIDE YARD DRAINAGE & SETBACK �. 1256.37 GF-1256.87 7 FG FL HP 56,2 2 55.06 55.4$ 'n- 7. 41 DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY _ _ 6 -4 5 3 LF FG cfl �, -FL­GB , 5547 w . FL-GB " `° �- co WHERE. 18 MIN TO GARAGE DOOR AND 10 MIN TO BUILDING. CD 0 as . 56,06 " r 0 0.52%( FL-GB .- DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE ��• 00 N ^� �' a 0 �" J. n N 0 N '�,, a�� . O FL-GB W N 00 CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. N 55.40 M 0 U) ,� IN• N •�``'` - 1,4 � R w FL HP u � �- cn L M jN• LO Li.. R/W / w LO U. s w w s �. ammoso dodo=* moommomme MENNEN MENNEN L - d=EEED dommoo MENEM* loommmo I onl =r . - MENNEN dE4MENNEN .000000 dm=mmo 60,00' 60,00' 60,00' c� 55.63 ' XIST. C&G TC E IS , C&G 0 (54. 19)/ EXIST. S 55, 15_ _ _ ---- --- - - 81, WATER 55,62 TC U7 (55-21 TC � N CD - • 55. 16 I E tt� • ') 0 • � 53.75 I E � � 0 � BRADSHAWCRIVE �"14 �N �� iz'ji . 12 N • .--- I--• • o0 ow 4 �. 0 . 1 . . ' -- - -- N c� 1.2/f MIN. ABOVE PAD ELEV. ' 1, " ---- ---------- �..�� _____----- -.____._ ____------ . �--- -------------- --. • � � _. _..W---__.�___---. _---�---- �,_,• � _ --- . . _______ 8' SEINER � �-- -.- 5 MIN. ---------- 5 MIN. M N. cn • '� un (55,84)TC- -_ c n 6 MIN. 0 T rte- co .,� �- co �, ,� + ROUND OFF TOP N + � + T- (54.80) N TC + 55.38 IE + 4 MIN. 1 1 4 MIN. " 53.82 TC v �, c N (55,82) r 56.33 I E ' TC `� �' TC EXIST. S/W �' /Tc MIN. 2 BENCH v 53 36 �-- (.� EXIST. S w MUDSILL MIN. MIN. MUDSILL r� P/L5' x /r- I I I FG FG - - - L lf - j I I I v b ""*k EXIST. C G 4 •p. 63.50' 63.50' 63.50' 63r 7' 63.50' bMrrrMr , w.M.wMrMrMMMrww.rM� MMww.. ..w,.M� ....w .. � MMrM.M. r �r �. .MM.Mr. ..r _ MENEM. ..•r•M. _ �• 0r � .� ....r ....MM. wwM= EXIST. S/W RA cn - cn -� cn 0 R/�" cn c) 57.05 cn 0 \-R/W �, u� U) 7 N W cn coca cn " • 12 MIN. f, 12 MIN. .. tv rn -' 4 ' N 0" �► 1•p . �P 0 co y , - °' FL-HP �'� °? Kr 6 TYP. ui 2. . co d �. c� oo �' cQ " 55�62 �0 � � -� '�' `r 2% MIN. 2: 1 MAX. MIN. 2% MIN. N --� r � �- co �,O cv �- �'- 56 05 rn � a� SECTION A- ACN cN 54 63 5 .32 N 55.32 N N FL-GB `� N 9.5 cv 21� MAX. 2: 1 MAX. 21% MAX. 55,07 .� 5 •66 - 9. FL GB 55. 11_ � FL GB F --GB � FL GB _ �57. �FL HP -- FL GB00 FOR REAR YARD SLOPES GREATER MIN. 1 BENCH FL-�-GB 56,8 _ G N THAN 5 IN VERTICAL HEIGHT GF-1255.97 GF=1256.77 8,5 GF--1257.47 10. 7' 56.77 1 .5 FG FG .57,3 SECTION B- B FG 56.2 GF 1256.97 57.3 52.3 LF FL-GB 55.8 FG 56.5 FG FG 2 58.2 LF 0 ' @ 1 .0% GF-1257.97 FG N 0 FG 8.5 7 @ 1 .0% 1 4 N 10' 56.78 TG 57.2 " I 3 FF 1257.47 3 FG 6 4 N � 1i4' PE=1256.8 ` i � � 55.90 IE , 6-1 6 � t g 6 5 = � TF-1258.47 P L FF=1257.27 33 FF 1257.97 5 MIN. / 54181 TG FF=1256.47 4 7.5 • PE=1257.$ � 53.94IE - 0 PE31256.6 � .1 �-- M IPE=1257.31 ? � � _ N /2AR\4 MIN. 1 � PE 1255.8 � � � • � E MUDSILL , 8.5 � � 31 r• E a r MIN. :� • 3 4 � N 56.8 � � 32 � �-- FG 6 MIN. 35 � l z 56. r - z CD z FG /r2-B c i N _ - 7 BR �, .-- FG 9.5 C R 57.8 EXTRA DEPTH FOOTING - PAD 1 MIN. ��► 56.6 � 5�'$ o0 _ ..•�: � 55.8 � � FG � 57.3 r 5' FG F � ELEV FG WHERE NECESSARY. BENCH �.. � 55,8 �- 56.6 � 56.08 5 FG a DOES NOT APPLY TO FOOTINGS 9 FG FG 56.6 �- N 2 M N. 00 FG - FG FL Lo 56.5 0 10.47 5 .05 14- ADJACENT �. TO DROPPED GARAGE 55. 16 FG 8.5 '�' ;�, 2 MIN, r: 55,07 HP FL F FLOORS. 2. 1 MAX. " FL -. - �- N 2� MIN, '� � FL 55.5 55.88 " " FL LO N ' 12" MIN. 6 MIN. r- 2% MIN. . � � MIN,. � �- 57.0 � HP-FL FL 56.3 r ' J" rn HP FL _ ao 57.5 �-- 2% MIN. HP-FL .� U cq a 21% MAX. � rn �. _ N_ _ -- _ HP--FL = ft SECTION C- C N • � , to ,__. CD ..-. � cn n N � -H . CN =� - �-- __ _ _ 1 �-- ~63.58'- -- --- -- --- --- -_ rl"I ~� 1 a- -,r �_(0 _J L a- "ME 0 � � N Lf) N � N Ln 63,559 - - -63.55 - � - - � � � ___ 1 cn I j 63.55 - --- - - _ _ ,- I ' 59.37 - -- -- � _ �_ 4 I 0 w U) f w U ARCHITECTURALLY ENHANCED ELEVATION w 2 L CONSTRUCTION NOTES INSTALL 3 PVC DRAIN PIPE (-SCHEDULE 40) � z 20 10 0 20 40 60 3 INSTALL 6" ROUND PLASTIC CATCH BASIN (NDS 101 OR 201 ) WITH GREEN PLASTIC GRATE (NDS x#40) � 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. NO. 303 0 PLANNING ■ DESIGN ■ CONSTRUCTION SCALE: 1 "=20' CONSTRUCT RES I DENT I AL DRIVEWAY APPROACH PER CITY OF TEMECULA STD. NO. 207 J fl d 44810 COUNTY CENTER DRIVE z ■ TEMECULA,CALIFORNIA 92591--4679 C��1�' 1J LT I N G 551.$76.8042 ■ FAX 951.678.7�U � www.IiBF.t'A!'�i LUll 0-043G-R DESIGNED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D COUNTY OF RIVERSIDE B.M. T-29--81 O�ESSI -_ � SHEET N0. � SCALE Q� OyA RECOMMENDED BY- --- DATE. 4CITYOFTEMECULA DEPARTMENT OF PUBLIC WORKS � 2-1/2" BRASS DISK IN CONC. CYCLIDER 4 TCB TCB TCB _ 0 04 LOCATED FROM THE INTERSECTION OF FRONT ST. HORIZONTAL �' 'y CONTRACTOR AND RANCHO CALIFORNIA RD. AND MARGARITA �, PLANS PREPARED UNDER THE SUPERVISION OF 0 RD, IN THE N.W. CORNER OF THE INTERSECTION .; '� ACCEPTED BY: �� DATE: �l l of TLn PRECISE GRADING PLAN 1 E. OF A 7 CHAIN LINK FENCE, 21'X16' AS NOTED No.89089 REGKUTLER ~ INSPECTOR AROUND SO. CAL. GAS VALVES, 40 N. OF P.P. 10 / 1'r.M:. •:x:: DATE: / /+�1 DIRECTOR OF PUBLIC WORKS / CITY ENGINEER g '• : ,:;:: (NO.#) 94' N. OF THE CENTERLINE OF RANCHO _ CALIFORNIA RD. FIBERGLASS WITNESS 'OST SET VERTICAL J� �' y��, THOMAS C. BURNS I DE R.C.E. 47109 YPASEO DEL SOL TR 24188 DATE COMPLETED 1 W. of MONUMENT. r o R.C.E. NO. 69069 fA :ig��►: ARROYO LOTS 3-5 AND 31 -35 0L ADJ. DATE 09--13---82 N/A � �f ��•1� f°��� rr�°4� FSHEETS � ELEV. 1128.410 / Co 2 y. .