Loading...
HomeMy WebLinkAboutLot 5-8 Precise Grading i GENERAL NOTES �O CA RPG nR Iq ROAD 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENT STANDARD DRAWINGS AND SUBSEQUENT AMENDMENTS. 2. APPROVAL OF THESE PLANS 8 THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR THE CORRECTION a OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. 3. ANY CONSTRUCTION CHANGE MUST FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE CHANGE IN THE FIELD. �.... , �j+ VIA RAMI Rcl PAU ROYAL PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF-WAY. BA 4. THE ER 'n � MGpABE �� CREST � � GO PLACE fn 5. A PERMITTEE SHALL SCHEDULE A PRE CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO BEGINNING CONSTRUCTION. w SP��IA V � �. ROAD �. o WITHIN TH I N ONE-- VARTER (1/4) Q _ -A 6. CITY ORDINANCE 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY, WHEN THE CONSTRUCTION SITE IS Q ( / ) 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 ONLY ENGAGE IN OR CONDUCT • P.M. ON SATURDAY. FURTHER NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7. 00 A.M. AND 8. 30 �c DNS AND NATIONALLY RECOGNIZED HOLIDAYS. recise r i n � 7. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE PERMITTEE IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESLOTS 5 8 PARKING LO F p G d 9 P1 E ® � Q� P Ip Pico I 0 "� D• AGENCIES PRIOR TO ANY DISTURBANCE aR GRADING. I St te f c If Qe Ilecu 0 1 orni 4 RO NID � MACHINE IS NOT ACCEPTABLE):8. EMERGENCY TELEPHONE NUMBERS (ANSWERING ) o ' HWY. 79 SCOTT HANSEN, KB SOUTHERN CALIFORNIA - COASTAL (951)691-5239 TO SAN DIEGO 90 THE PERMITTEE SHALT. ABIDE BY-THE REQUIREMENTS OUTLINED IN THE EROSION AND SEDIMENT CONTROL NOTES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING -- NP S PERMIT FOR CONSTRUCTION ACTIVITIES, I F APPLICABLE.CABLE. r% fi ,r i , -� PROJE +T THE STATE � � - • ,` r` / J` /` r r f __ SITE f � �/ rr %/f' r, �' rJ:If'isf•!!f f pr fj'`rJd l 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. i,• Jf I ' J�jJ` / fr ° J•r 'J !r moi•' Ir/r.f F/fi `/ ' PROJECTS UNTIL ROOF SYSTEMS ARE COMPLETED FORVICINITY MAPHA I N L I IAC FENCE I S RE U I RED ON ALL INDUSTRIAL AND CO1441ERC I AL i r r 11. CONSTRUCTION FENCING: ASIX FOOT (6 C 4 •' ✓' r/ `� '; l' �' J ; r rr / ' r• J .+ s�'r f' 8 I L I TY OF THE I f THE SOLE RESPONSIBILITY I °%; ��� ! � `; . ,�, �, ,,�� , !.- CONSTRUCTION FENCING UNTIL ROOF SYSTEMS ARE COMPLETED IS ;' , !`r, ,' f,, r" FOR PUBLIC SAFETY. " � /r r, - NOT TO SCALE AS DEEMED NECESSARYTR-IE MAINTENANCE FOR CANS , ✓ ✓, j` HIGH POINT ✓ r J I r r'r•.j !_J l �� ,I r /r r' `f' / � `r•• •` l� ' /` f r' f r dr P!I•r f"% r^ ` 1 DEVELOPER/CONTRACTOR J: J' . • ` tr / r,,r f fr ,, r 1✓,'! `rt! ,r ;1F, r. f' / �! " -.. PAD ELEV. -0. MIN. rrij' r!^ r' f.f✓ !r ✓/' rirf' .� . .r rl' rr J r. �/., f r F ✓ J f FF l' I• r r' r' Err,, f % F '(• J 1 ,,lr r ,' .' T f'r .. f [^ ° l' '" A' ,: �', rY //. r '` r ✓,"'I/'F✓% . CENTERLINE MONUMENTS AS REQUIRED BY THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL STREET C 12. IT SHALL BE THE RESPONSIBILITY OF ,r ✓' r' ! I'` r`r rr r r ./..f, r ' J; f. '/'r /,. Jr: r;, f J r' i r�' ft (4 l�.r f� ,r'' i.. ! r`r! d r Y f' `, A PARCEL MAPS ONLY) IF f :fir f RIVERSIDE COUNTY ORDINANCE N0. 491 (TRACT � ) \\\\\\ i r !'JI•✓ f /� /. / ' r, ` '•,Err' /,'j. r��✓' , r1+t f ` f .... � r ,r .r' r . it `r'• rr• J r '� %.!'/', / .f /,, r:rr'° r''r /'fi ,,rd(Fr Fr' r••' rF r J `F/J'r ,J f �lV ,. n LEGEN D. / rr r' ./ j r'' d r r✓' r - Y TR-� CITY z 403 INCLUDING METHODS APPROVED 8 TY MANAGEMENT D 13TR ICT S SC QMD RULE , TO COMPLY WITH SOUTH COAST AIR QUAL I � Q ) 13. DUST SHALL BE CONTROLLED ,`. '✓' , ! r' J e° r r r ! ` /l ^,' /'j r.` i` r ,r J. ✓r r ". /r -r f rr rf• / fr rF'r r ✓' r r i �' .r r" J• �. f 1 , I, ,r ✓r✓+' �! �, 'r ;� !r r✓ ,f' f i r f I r i _ - r r - J f '` f 1" `r `•!' 0000,00 ENGINEER. l << , r / ; r � ,• ,. r. J,^ J` f r r r f` J , ,r ✓ r / TOP OF CURB .r ' r,r j,•r^/. P'J ,r J%lr. ! i ✓J A N w ; l T ✓ J! r✓r / r l e' r r i F r, ✓' Y RELEASE FORM. r"r r v d s" / f Orr .r F I• +' r / r"` T'r FOR THE RECEIPT OF THE OCCUPANC r PROVIDED NO LESS THAN THREE (3) BUSINESS DAYS 0 A RE VEST FOR OCCUPANCY SHALL BE 14, A RESPONSE Tg Q � Err , ✓ /,. t,.i l � � d,'r 'r '{f r `V�r /•j"/ Ir/f r dr'ri f } .fJ f/r 'I J f/r f (r,,l' i`! ✓r J`l J'✓ I � �a J ,^ J• ,' r r d r. f;, ,' 21 MINA �5 Tl'P• I�IN• 5 I/.F r - r: - % i /✓'' .l - f',I'r J' f!+ ji i• rr !, !J J r.r ✓r,_ r fr FLOW LINE SEPARATE NOTES. GRADING OR EROSION AND SEDIMENT CONTROL NOTES PLEASE SEE SE 15. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING, J • r ,�; '.f f t.:j�,It r fr. ^F✓, ✓F!"i � r` r !r /'.r d' /f lr 41�V«T (�./tVfJ f r r ° A r aj! /! J ,t Ff^ rf! r !/ `,.•'fn,f ✓' .F r,• ..p•; VARIES ARI Sk�k BPT I SC 5 ` r / dJ! P.' `. tl '.r it r f r' r' % .r r ✓ r'i✓ Jf' $ y��� rt %f� I'r' r r"r,, a •r ✓ !r fi A J f rfl r f r r I^ 1. i ✓ '✓f• r r°' r `" rf r d i/ J, ;�' r T H f 1 rf / r i J�• > r r f HIGH GH POINT !1P E REPRESENTATIVE UPON REQUEST.. ,+ A f ;,�; r ✓ r ,r T r * VAR I ES Nom ^ 16. PROVIDE SURVEY CUT SHEETS TO THE CITY ENG I NEER OR HIS/HER 4 \ �F F=;. r r; rr, ;f , v { f! r� r l , , r ¢ N�NyO��R�'(D�11 �ryN„„�������������// 1 /,( r rf .frr ^f ✓:fr •r6 r`rA/ ! •r NI'�111 1�om .r J s ✓ .r' .� r r/' r f.'' .. r, • r° k f, r,, J •/ t,, � ���RRRIII LL4Y/ ;,., ` `...edl/ P!.✓" /. - r! r ,F i ✓ , r Ir .'' r •'!, r`r,•+/r J � �r J r r //` r fi` -fd / 1 rd l r F s(�r)r��'f O ll`•� ! f' I ir� /� f• /' ✓r �. / d r f l,. .C. oll _ !� � 4.�° r r% `✓!� f.*`7 fr / r r �'J,: �f' r. / / r r'�' % l.lf�a� `r•. j F r r r F�'r �``� ✓F,r/r.. •,F. 1 r r .!' `` f` r r'r` r .r^' r' f^ f r' J` FG f, ! r J / / f r, ; Fs F I N I SHED GRADE . - r,d ,!r ��Jr-, . F=� i � j, r.' PAD d ✓ r r • / r ;i r J r !` f lr/ I PAD a r r ;'✓. ,j:/ /. •• r.'✓ f. I`/ r., t'r ✓ r'r j f. i', ✓; ,,'a' .r . rf FYr' `' ✓ ,r, r F„rr • r f r�, r rF � . . fr /'i•'! % '! •'f' rr ✓� f^✓ I ,J. � J' r ld d� ✓,r J ,/ /�•r' fr'✓'�✓' i •fir l r r ! d^ pr f rr'd r' f� r f r f i • • • F F G. vile l r rte` d / f - - r!r l f. /'! J. 'f. ✓• �•✓ r d° rr! r�` f -° • • z �� GRAD IN NOTES j - F / r' ✓/ .•' /`�`v r r'r rl r! /r f r I; ,r ,d �� .`� ! _ t ; - / . . FINISHED SURFACE FS •I ' I r' f Fr `f �r •lrt d ! / % � J f J Ff j., l� �/ 1 // r'`rJ J J l'j J !' � TEMECULA MUNICIPAL C I PAL CODE AND I F APPLICABLE, THE r l.,'Jr,f. f 1. ALl. GRADING, EROSION & SED I IIENT CONTROL RELATED AGT I V I T I ES SHALL CONFORM TO THE TITLE 18 OF THE � .r�r i / •f. �� , ,.`.r /�. f f,,f� -;. ,�• .�° �; r,`-;,'' F,J 1. =Lam...�� •, - � R dr. STATE WATER RESOURCES CONTROL BOARD (SWRCP) N PDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. j � r__. - - TOP OF GRATE TC F THE SOI REPORT Y GEOSO S INC DATED NE 10 2010. - AT I aNs a •• ' � � . 2. ALL GRAD I NG SHALL BE DANE I N CONFORMANCE WITH RECOMMENDATIONS / . z z TOP OF FOOTING TF ADAMS COURT-- - - - zOP.ES SHALL 1 E 2: 1 AND SHALL COMPLY WITH RECOMMENDAT.IONS OF THE SOILS REPORT. 00 � 00 .34 MAX I !M CUT AND FILL SL .• - •... • � �� ��. 10 �� � TOP OF WALL TW _ INSPECTOR 8Y A � �0� � �Mq � .4. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ORE AND FIVE TENTHS (1 r 5) SHALL BE SUBMITTED TO THE LAND DEVELOPMENT I NSPE . �- REGISTERED CIVIL ENGINEER SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER THIRTY FEET (30 ) IN VERTICAL HEIGHT. . . •. • . - TOP OF STEP TS AS APPLICABLE CONCRETE BROW DITCHES TO CONVEY 104-YEAR STORM FLOWS OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER - •- • - - R W 5. PROVIDE, -. • . GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. •f 26 .THREE FEET (� ) IN VERTICAL NE I GHT OR THAT ARE ADJACENT TOG "" ' • _ BOTTOM OF STEP BS - _ TYPICALDRAINAGE & SETBACK, . . � •t CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO APRE-•CONSTRUCTION MEETING AND COMMENCEMENT OF ANY CONSTRUCTION/GRADING � .,.••.� � .• •. 6. ALL PROPERTY CO �- /' / ACTIVITY. / . . �- GARAGE FLOOR G . / • DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY COURSES SHALL BE PERMITTEDIN WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. 7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COU -�:� . / / PAD ELEVATION PE 0000.0 • / DISTANCE FROM, FRONT PROPERTY CORNER TO THE GARAGE 8. TEMPORARY DRAINAGE SHALL B PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT _ • ! / CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. •' VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED FINISHED FLOOR FF 0000.0 MATERIAL SHALL NOT BE PLACED ON EXISTING ING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. �;• THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN 9• FILL KEYED AND BENCHED INTO EITHER BEDROCK OR NATIVE SOIL WITH �,`�' 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES WATER SERVICE W IF SLOPE RATIO EXCEEDS v: 1 AND IS GREATER THAN FIVE FEET (5'), THE TERRAIN MUST BE KE , � . , _,...,..` ,.., LOTS INCLUDEDINDEXMAP EIGHTY FIVE PERCENT (85% WATER SATURATION. IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A R`` u MINIMUM OF FIVE-FOOT SETBACK AREA, FRE OF ARCHITECTURAL SCALE: 1"=4O' 10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER, OR GEOLOGIST WHO SHALL SUB MIT TO THE LAND SEWER SERVICE E _ ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT (1 ) IN DEPTH HAVE BEEN PROPERLY PLACED. DRIVEWAY 11. THE CONTRACTOR SHALL NOTIFY THE LAID DEVELOPMENT INSPECTION DIVISION (951 .313-6395) 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. 37' 37' �� VARIES *** VARIES ��* 6" MIN. � _ �... 6 MIN. �- 12. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR OR SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO 3' MIN. 1 ' 1 ' 3' MIN. SLOPE (2) SETS OF WRITTEN F I NAL PAD ELEVATION CERTIFICATION TO INCLUDE A STATEMENT THAT THE PAD ELEVATION IS IN CONFORMANCE WITH THE APPROVED GRADING 12" MIN. ABOVE PAD ELEV. 34' MUDSILL MIN. MIN. MUDSILL PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. -i ROUND OFF TOP 35' LOT NUMBER 11 �~ MIN. 2 BENCH FG FG A REGISTERED SO ILS GEOTECHV I CAL ENGINEER NEER SHALL SUS!I T TO THE LANA)• DEVELOPMENT INSPECTOR TWO (2) SETS OF 1 13. PRIOR TO RELEASE OF A BUILDING PERMIT, / .�. /1A HAS BEEN DONE I N CONFORMANCE WITH THE RECOMMENDATION OF THE .. � P L •' ' � �� WRITTEN FINAL PAD COMPACTION CERTIFICATION TO INCLUDE A STATEMENT THAT THE GRADING / PRELIMINARY SOILS REPORT. Lo 5 •°4 'e •. UNIT TYPE/ELEVATION 'Kf R (o V*) 00 !f !� 14. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN 12 MIN. 12 MIN, ACCORDANCE WITH THE TEMECULA MUNICIPAL CODE PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER FOUR (4) FEET IN VERTICAL BIGHT SHALL HAVE AccaRD INVERT ELEVATION IE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. � T Y P• 2% MIN. 2: 1 MAX. MIN. 2% MIN. (DW) • AX. BACKWATER VALVES 21% MAX. 2. 1 MAX.MAX. 21 SOURCE OF TOPOGRAPHY PLAN 1SECTION PLAN 2 PLAN 3� PLAN 4 MIN. 1 ' BENCH AMOUNT OF EXTRA DEPTH EXISTING UNDERLYING GRADES OBTAINED FROM FOOTING REQUIRED X ROUGH GRADING PLAN (LD02-007GR) . FOR REAR YARD SLOPES GREATERB- B SOILS ENGINEERS CERTIFICATE THAN IN VERTICAL HEIGHT *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES EXTRA DEPTH FOOTING SCALE: 1"=40' BASIS Off' BEARINGSD4VIID w. SV�EL . A REGISTERED CIVIL ENGINEER OF THE STATE OF rrr n un uu i i.n�i�r I ON A ' PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL CONSTRUCTION NOTES & QUANTITY ESTIMATE THE BEARINGS SHAWN HEREON ARE BASED CALIFORNIA, PRINC PORTION OF THE CENTERLINE OF BUTTERFIELD STAGE MECHANICS, HEREBY VERIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS -1 FILED IN S SITE WAS MADE BY ME OR UNDER MY DIRECTION ON NO, ITEM QUANTITY UNIT ROAD AS SHOWN ON TRACT MAP 24188 PREVALENT WITHIN THIS BOOK 281 , PAGES 24 THROUGH 32 OF MAPS IN THE II 10�ia10 ,. ONE COMPLETE COPY OF THE GEOTECHNICAL ENGINEERING 250 CY 1 LOT GRADING (5 LOT X 50 C.Y. ) ORDER OF RIVERSIDE INVESTIGATION COMPILED FROM THIS STUDY WITH MY RECOMMENDATIONS, HAS BEEN VARIES*** P/L OFFICE OF THE COUNTY RECO INVESTIG , COUNTY CALIFORNIA, EING N 04025105" W W. SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. Wa,0144033--041 -5C 2CONSTRUCT 3" A.C. OVER NATIVE SOIL (4,330 SF) 78 TON ,> 3 MIN. 1 THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION AND 3 PAINT 4" SOLID WHITE PARKING STRIPE 140 LF MUDSILL MIN.. » 6 MIN. ASSESSOR PARCEL NUMBERS CONFORM TO THE RECOMMENDATIONS MADE IN THE GEOTECHNICAL INVESTIGATION {•./0 4 INSTALL WHEEL STOPS $ A FG MENTIONED ABOVE. 1 MIN. 955-540-001 THROUGH 005 5 PAINT SOLID BLUE HANDICAP PARKING SYMBOL 1 EA EXTRA DEPTH BENCH •44 ' PAINT 4 SOLID BLUE HANDICAP STRIPE @ 2 O.C. 00 275 LF =PAD ELEV--FG LEGAL DESCRIPTION . -- 280 LF 2r 1 MAX. / pt. 0 7 INSTALL 2 X 4 REDWOOD HEADER �,� ;�.� WHERE NECESSARY LOTS 4 - 8p ALL INCLUSIVE OF TRACT 24188-2, IN S I GNED `.4� a �' PAINT SOLID WHITE NO PARKING"; 12 MIN. LETTERING VISBLY LOCATED TO TRAFFIC ENFORCEMENT (SEC. 1129B.3) 1 EA 12 MIN• 6 MIN. THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, .� STATE OF CAL I Ft3RN I A, AS SHOWN BY MAP ON F I L.E IN � � �� �1 . O 7 511 " �- - 2 INCLUSIVE OF �l .� ��.� ,"'� Exp, ►��• I/ � . 9 CONSTRUCT 4 THICK CONCRETE WALKWAY (CLASS 520 C 2500 CONCRETE WITH 27 MAX. CROSS SLOPE) 1 .795 SF 2 MIN. BOOK 396, PAGES 25 THROUGH 3 " -- - ARCH. PLAN 1 335 SF 21SECTION C- C MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF R.C.E. NO. Fs , ' -� 1� CONSTRUCT 4 THICK CONCRETE DECKING (CLASS 520 C 2500 CONCRETE, FINISH PER LANDSCAPE ) , ATE OF �r�� �CIVIL � 80 LF N TES SAID COUNTY, AS AMENDED BY A CERTIFICATE _ � 11 INSTALL 3 PVC DRAIN PIPE (SCHEDULE 40) *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL 0 CORRECTION RECORDED JULY 19 2007 AS INSTRUMENT op 0��-1 2007 CBC GRADING NOTE: ' DATE 12 INSTALL 4" PVC DRAIN PIPE (SCHEDULE 40) 11010 LF NO. 2007-0470154 OF OFF'I C I AL RECORDS. THE ENGINEER OF R.ECO�ItAS DETERMINED THAT CONSIDERING THE SITE CONDITIONS 13 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. ING. 303 8 EA r T C GRATE (NDS #40 AND 101 OR 20113 EA �..�� O--~O�9GINCLUDING THE SOIL AND CLIMA rE, THE 14 I INSTALL 6 ROUND PLAST I C CATCH BAS I N W I TH GREEN PLAS I #� ) PROPOSED SITE DRAINAGE SLOPES SHALL BE ARE PLASTIC CATCH BASIN WITH GREEN PLASTIC GRATE (NDS # 1200 & #1212) 7 EA Pl.ANNINr3 11 17G9lON ■ CONSTRUCTION OICANT INSTALL 12 SQUARE BUILDING AND SAFETY KB HOME COASTAL, INC. SATISFACTORY AND DO NOT WARRANT THE MORE CONSERVATIVE REQUIREMENTS SPECIFIED 18 INSTALL 4" GREEN PLASTIC ROUND DRAIN INLET (NDS 14 OR EQU I V. ) 9 S REVIEWED FOR C O M P LI A WITH TITLE 24 36310 INLAND VALLEY DR. THE � DISABLED------ CC S R I MENTS ONLY 49810 COUNTY CENTER DRIVE W I LDOMAR, CA 92595 BY rHE BUILDING CODE. 17 HARDSCAPE FEATURE PER L SCAPE ARCH. PLAN 4 EA � � r TEMECULA CALIFORNIA 92591--4879 691 5300 TY OF TEMECULA STD. NO. 207 5 EA(951 ) T RESIDENTIAL DRIVEWAY APPROACH PER CI CONSTRUCT APPROVED BY: G CI N S U LT I N G 951670.8042 ■ FAX 951.676.7240 www.RBF.com �� �� 657--7982(951) NAMoo'l DATE ol ! DESIGNED BY DRAWN BY CHECKED BY � �- SH CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D COUNTY OF RIVERSIDE B.M. T 29-81 SCALE �� ES$1�� Q RECOMMENDED BY: DATE: � C1TYOFTEMECULA DEPARTMENT OF PUBLIC WORKS �! TCB TCB TCB now- 2-1/2" BRASS DISK IN CONC. CYCLIDER LOCATED FROM THE INTERSECTION OF FRONT ST. ,' ��ji PLANS PREPARED UNDER THE SUPERVISION OF AND RANCHO CALIFORNIA RD. AND MARGARITA HORIZONTAL. - a �" DATE: CONTRACTORACCEPTED BY. PRECISE GRADING PLAN RD, IN THE N.W. CORNER OF THE INTERSECTION r.., 1' E. OF A 7' CHAIN LINK FENCE, 21'X15' AS NOTED � NO-69069 `T' ��GR BUIL G PASEO DEL SOL TR 24188-2 AROUND SO. CAL. GAS VALVES, 40 N. OF P.P. //� • INSPECTOR � X12• �' V DATE: DIRECTOR OF PUBLIC WORKS CITY ENG WEER = •,.-Y• g a^ :,. •f,.• `.yx':•r PA10-01.33 MODEL LOTS 5 8 F RANCHO d�.� .,: (N0.#) 94 N. OF THE CENTERLINE 0 ` THOMAS C BURNSIDE DE R.C.E. 47109 CALIFORNIA RD. FIBERGLASS WITNESS POST SET VERTICAL c r y �. '�r :' MODEL PARKING; LOT 4 DATE COMPLETED 1' w. OF MONUMENT. ' t �0i R.C.E. NO. 69069 �►,a +se �4 flF SHEETS ti� AD S COURT'T' PA 10 OZ33 MODEL S ADJ. DATE 09-13-82 N/A F e ELEV. 1128.410 r a. PARK ING LOT DATA CONSTRUCTION NOTES � ,3a 56. 1 ` --� - „ �0 55.7 56. 1 BEARING/DELTA RADIUS LENGTH TANGENT Z CONSTRUCT 3 A,C. OVER NATIVE SOIL FG FG FIGa - , -� o , ,i , , , P ,� 561 1 5C 51 3Q 10 00 8,88 4,75 3 PAINT 4 SOLID WHITE PARKING STRIPE 01111 55.7 0 � „ , � 55.75 �-. FG "� 2 N89 33 43 W -- 4.22 ~~ 4 INSTALL WHEEL ST FG f..�, �, o � OPS TC w ° 1� �•a '�- 3 39 58 41 10.00 6.98 3.64 55.75 TC � @ �.� � o � ,� - 55.6 FG .0 55.48 .g8 4 N49 35 02 W -- --- 5 PAINT SOLID BLUE HANDICAP PARKING SYMBOL g. 54.93 I 14 .� 5 0 _ -83.87'. _ , 55.67 TG 56.0 TG N40 24 58 E 23.70 PAINT 4 SOLID BLUE HANDICAP STRIPE 0 2 a. s, 55.65 P, 15 14 55.4 56.5 C. / 55.9 5 IE 6 90 04 00 5.50 8.64 5.50 „ •- ` 54.89 I E FL-HP -� 7 INSTALL FL-Hier / FL-HP 7 N40 24 58 E -�- 19,30 -- 2 X 4 REDWOOD HEADER '+ 11 ,0 LF -- - j 8 N49°35'02"W. -- __ „ -12 � ', 84.00 S PAINT SOLID WHITE Na PARKING"- 12 MIN. LETTERING VISBLY • LOCATED .TO TRAFF I-C ENFORCEMENT' 55.7 �' w.. _.-.. n o �'' - 9 N40 24 58 E 24 r 34 .,�..... Of�CEMENT (-SEC-. 1-298-,3r� 56.68 :TS a 55 r 4 �'-- 56.5 �f G ) ... '�./C �' - f 17 o IE 56.3 TG 5 -.9 IE 14 10 N49 35 02 W --- 19-65 -- „ FG ,, tL 54.84 E. o 56.26 BS ,�. 14 .56.88 9 CONSTRUCT 4 THICK CONCRETE 56. 1 55.20 IE (CLASS 520-C--2500 CONCRETE FS WITH 29 MAX. CROSS--SLOPE) ti 55-40 TG c�, ca I E 55..& TG .. r 18�1 LF Z 55,85 54.62 I E 54 r 8O I E 56.26 FL-HP C� 2.8 - „ FL-HP `�'" t �'' o ►-„/_ 5 75 TC FS 1q 56.91 BW 56.,. 5 --� 10 CONSTRUCT 4 THICK CONCRETE DECKING (CLASS 520--C-2500 CONCRETE; • �, � � � � � � FS �--- 53.39 FINISH PER LANDSCAPE ARCH-. PLAN) ;0.4a � •app► / 5 .6 FG � � FS � "'' 55 r 50TG , 56 r 1 r 1 57.20 V` 12 56.5 .� ....._� 1 r 55.68 56. 1 y 5t , 55.5 TG 54.80 IE ? FG o 56.78 `'TS 0. :' 57.24 FG 11 INSTALL 3 PVC DRAIN PIPE (SCHEDULE 40) 14 / d' L�-HP FG � 2 I E ..� �' 10 _ FG , 4.57 I E 55.6 ; 56.36 8S 5.7 0 ---i p 56.52 °'• o FG • 57.0 TG 12 INSTALL 4" PVC DRAIN PIPE (SCHEDULE 4055.44 rpt c� o -- F ) 55--3 2 55.59 55.76 _ .._ FG 9 , '`� 3 FS .`� 5�: 6.73 55.45 �,, _ 56. FL 3 19 IE CONSTRUCT PRIVATE FG FS FS ��..w 56 E DRAIN THROUGH CURB PER CITY OF TEMECULA STD• S IE 55.94 .E '"` ;' , - �. ,.. NO. 303 55.75 FS 57.64 TW 10 56 r 1 FS, .. 5 FS .47 FG �2-36.70 � ::10 N „ -- • 55 r 60 FG 55.78 BW LF 18.6, LF ,�, . 57,0 TG 14 INSTALL 6 ROUND- PLASTIC CATCH BASIN WITH GREEN PLASTIC GRATE IE � � 12 12 �. ,4.. 1 7 55.9 0 0.800 0,gp� E +� 15 (NDS #4O AND #101 OR 201 54.40 M, �-- , 56.00 E ) 16. 1 L cn t� 56. 10 55,83 Z FL-GB „ 55.76 �E 55.7 - _ _ C� w R. . 7 55.63 5 S 54,64 29.8 LF -5�5-•_ 9 T+D � _ 12 @..0.809 IE 15 INSTALL 12 SQUARE PLASTIC CATCH BASIN WITH GREEN PLASTIC FS FG 15 ' 55.7 14 12 55.05 I E n GRATE NDS t2O0 & #1242)FS 7 @ 0.856. 19 TG � �- � 57.55 FS 57.0 TG # - F - � �~ 15 2 G 57,60 TW © Of � 15 55. .45 FG 56. 12 „ 56.70 I 41 IE cu 5 TG IE 56,0 16 INSTALL 4 GREEN PLASTIC ROUND DRAIN INLET (NDS 14 OR EQUIV. 10.0 LF o 56.06 BW 37.6 LF FS �-- 5.85 If 10 12 -� o a� r� I IE 17 HARDSCAPE FEATURE PER L SCAPE ARCH. PLAN 56. 12 0 0.96 �" 11 , 5 LF � �' ..._ ._.. � : • s - - FS 55.5 TG _ -1 • v X7.2 0 55.4 TG 56. 12 • - � 18 �_ �C� .09 r{f. `�' �� -RES-1-DENT-1-AL - _ _ _ _ - 1fi FS - 54.56 IE - _.... -_�........ `. ` `� FG 10 16.8 LF 1$ CONSTRUCT DRIVEWAY APPROACH PER CITY OF" TEMECULA 0 54.35 IE 2B • " - 7 12 207 2 .�. o.27 .a LF STD Na �: a) � 57,73 73 TS C� 1 .09 12 54.93 0 � ��� 55.7 r E • �' c: 0 1 .0% r-- .-- 55.70 TG cv 57.23 BS a 57,27 FS 55.5 FG FG 14 , w, � Q _ 3 55.04 I E 56.3 TG 56.92 56.28 r.. w__ ..._57. 17. FG -FL HP _ _`� FF 1256.77 �-r 14 _ 57.79 TS 55.95 Q LF _ 54.88 I E FS I ' !n 7 IE • 5 .29 ®S .7 � @54.4 `� PE�-1256. 1 .. ___...__. - 7 �� � � �, - 33.8 LF @ 0.859 3 57.42 3 12 3.5 , � 56,5 �. `, � . cv 56.7 TG 11-4 TY?r C� 1 .09 --� 0 2 H F 56.5 FS 14 l G FG 55.87 IE 57.0 8 , o 56.3 54. -- H 0 56. FG 57 0 • 56 r 8 A � � � FL _FL �.; _ . . m 18.9 LF . 56.8 TG FG 57.0 TYPO �' �`" - - - w � t� " '�' 13.7 F 12 10 FL-HP 55. 8 TG 4 rn 1 `�f � �' 12 � 0.809 -� 55.65 I E y � �► 10 �, � FG 4 • 54 r 38 IE �,,, 0) C� 0.809 0 FF=1256.37 56.77 �`? cN 56. 14 TO &" 15.9 LF 1fi 25,8 LF 12 -� FS �-- '� 56, 17 TG 55. 15 I E 12 0 110% _ _PE _ 255-•-7 _ 14 @ 10 29 ,t 54.78 IE cv 4A 56,65 TG-. 0 ....► 0 1G91 2 � 82.4 LF 2 55.71 IE 55,3 TG 56.52 N • 56. R 8 -V-yp . OD 19 0 55.9 12 59 TG9 �. 54,01 IE 62.6 LF HP--FL FS 0 0.969 ,�, 55.50 IE 10 • 1257.67 p.3 0.859 55.0 V_ 58 -1 FL-HP _56, PE-1257.0 56.8 ra _j - • R co o FG r- FL--HP FL-HP �e o.3' 16 ' � GF=1256.27 56.3 � a F a � . , 28 r 4 2 3 r� 55.4 ,� 56, 11 FF=1257. 17 FL--HP �? �-- 4 `t , 57._17 �-` 1 BENCH � -v 7 FG 5 PE-1256.5 '~' F'S o ca � 56,37 � � J ti d 56.08 57.05 �. .J 44.4 LE@ -� FS 56 r 08 Tt cn � 12 � FS. cn rn 56.5 66. 1 LF � F - C� 1 .09 56, 12 ,, _., !" FS @ 1 r 29 12 2 2 6 0 55.94 56.5 a 0 GF-1256.6 FG 56.9 2 FS 55.93 F N 7 57. 17 6. --- 2.0 o L--GB FG 5 -.--- - FL--HP '� qo p 55.4 FS 56,0 5 _ as FS 2.0 o 'Z• ,� , �,��,�,`, 3 55.5 82.3 LF 56.22 �`' HP-FL 12 FS o --j 55. 1 LF FL--HP - -� 0:829 56.73 TS FL-GS � LL . 2,0 4 c' 4 6 r 19 2 �, 12 57.05 .7 56.07 TS � 56.33 BS --� 1 .09 . � ��`������� ��, A 55.7 55 ti FL-GB - cn .�, 55.67 BS � � v � 56.8 FG EARTHEN 7 FG ��255•$,� FG - GF � � t � % � 57.0 � a - - 5 � �, c� (� N FL SWALE 55,22 , Oo � 9 56. 3 G � 2.0% S • 5 55.78 5 r85 t 9 57.0 C4 GF 0 = FG { F S --� -�157 -a C N 8 FS g �_... ..55.29 _.� J ..._ _� _ . a� 1 , o -r 17 NTS t 55.67 FL-G8 3z 0 ` t N 56.65 0 56.72 o h, ❑� 55.43 rn l 63.6 _LF-00I ;co FL--GB I va ' 55. FS 5 .75 T - " r Q a'a � � 12 � 0.809 co FL GB 5 .35 8 � 55.21 TS © � �; � v FS � r �e �- x • � c� S o as z w 6 . 1 LF �n .....� . 12 .� co 2 p° 54-.-58 54.74 -a 54.81 BS 0 < 0.809 ry t - `te e c.r � � N � �... � MAX• 9 54.90 FL-GB 9 o) 0 v 55.33 �CAt • o �, cn .. . GB 55 r 2 FS--GB �. 55.4 TG FS 9 a N FS - _. 9 (01 4 100000, _. ...._ - 53.61 IE o '�' x z 55.28 T '� 56. 1 TS w~- cn `) 91 .._.. 7 "� ti 0 of � S °� � � � 56.33 � � 12 4.0 LF g 0 Q w .� 55. 1 BS o� + 000 o f ` �r-t c� to -*� as 0. 0. 54,96 BS � � � � r r FS c� � pi1 .09 53.57 9 9 " �- 55.74 ,- a Rr- - o `uu c 56.08 • 55 82 7 co I E -55.44 T %, 54:-73 TS 9 t -� as FS • 54.87 TS 54.91 B 54.47 FS .. - 00 55. TS w J FL 55.70 54-69 69 4 6 a b- a. o_ 9 53.6 53.72 53.82 54.47 BS 54.43 T 54.31 54 r 3 54.53 `�+ 55,00 ;_� 55. 0 BS c� FS FS 3.7 LF 54.03 B o FS FS FS 55.08 �- r FG FS Q?4FS FS FS �t 55 5 8.91 R/ 1 ,09 • � G8 - GB 9 -'GB- �.. 55.38 43,77 S yy FS cn . -�.. -4th. 1 '- 54,00 0 � - � _ ...� .r~. - �_ �-- o -- �- �. FS t .. 53.64 --- �"... 5 w FS `9 S �- d- cn o o ..-. , G8� --`�... 3 �, � ..; o _ 4.71 �, cv 40,50 G$ 1 55.74 FS 53.74 29, 3 �- S a © 14- 17 17 �, FS Lo W_ _ w ,o5,5-66FS 55. 32 FS 0.85 a� �.. �- a ,67 1 LF _ 5 .64 1.64 - S TC 4. 19 54.25 - � 11 54.88 11 10.0 L �yw FS �. 0.829 F 1 Q.0 LF 1 .0 4 r 96 1 .0° �.--' 10.0 1 53 96 -4 09 S G8 FS--GB 11 L 11 FS 10.0 LF OOH° LF � 0.9fi9 0.80 S 11 � � • - 11 1 Fp-Gr FS-GB FS ® 0.809 55.33 C� r 95.25 S FS 55.52 TC 53.52 55.46 55.06 IE 53.62 10.0 LF 54.29 54r 5@-54. 54.62 T 54 53.48 TC CUR$ & GUT- 11 66 T 54,84 TC TC TC ER 5 .77 53.91 � 0.859 TC TC 16 I 54 20 I 1� 55.00 3._*_B4 TC TC r 54 20 T 54.25 TTC 54.63 _ �-C 10- 0 LF' - L55-28-GB TG 13 • 13 -�. i Y155.42 0.619 �.. � � 1 .29 cv 10 5 0 10 20 30 c� 53.79 TC r 4 I 53.79 I E O TC 1 ,00% TC a TC 5 22 PRO TRAP FENCE ER 5 ,06 TC • 0 0 53.33 IF � o c� cy - T • L S APE ARCH.- PLA o 4,6 IEto (o "lvvr c SCALE: 1 1 o . _ M. 550,02 C - �- r- 54.56 IE 13 .... ..... (�, OP•co TR S A P PEC --- • co 12 CAPE A E PER RCN F� _ - 1 .009 `^ -�-� �. • .AIV ADAMS -�.. n _- �, (MH NO. 23) 55.9 RIM 0o PLANNING ■ DESIGN ■ CONSTRUCTION LD1 0--039GR BUILDING AND SAFETY � � ■ COUNTY CENTER DRIVE REVIEWED FOR COMPLIANCE WITH TITLE 24 TEMECULA,CALIFORNIA 92591-4079 DISABLE,.- SS RE tRE N TS ONLY G❑N'. I U LT I N 13 951.670.8042 ■ FAX 951.676.72,40 � www-ROF.tom APPROVED BY: NAME DATE - CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D COUNTY OF RIVERSIDE B.M. T-29--81 SCALE p�ES$j DESIGNED BY DRAWN BY CHECKED BY !� Q� �H� � �, SHEET N0. 2-1/2" BRASS DISK IN CONC. CYCLIDER p • ! TCB TCB TCB RECOMMENDED BY. , NIX- ATE. _ $ qCITYOF TEMECULA DEPARTMENT OF PUBLIC WORK I _w _. CONTRACTOR LOCATED FROM THE INTERSECTION OF FRONT ST. O OR AND RANCHO CALIFORNIA RD. AND MARGARITA HORIZONTAL ,�` Q' PLANS PREPA ED UNDER THE SUPERVISION OF RD, IN THE N.W. CORNER OF THE INTERSECTION `'' �` _..,..._.. ` � • ACCEPTED �` - .� DATE.a 1' E. OFA 7' CHAIN LINK FENCE, 21'X16' PRECISE R��� PLAN INSPECTOR AS NOTED w No.69069 , AROUND SO. CAL. GAS VALVES, 40' N. OF P.P. GREG LrR (NO.#) 94' N. OF THE CENTERLINE OF RANCHO � � {) DATE: DIRECTOR OF PUBLIC WORKS CITY ENGINEER - PASEO DEL SOL TR 24188-2 CALIFORNIA RD. FIBERGLASS WITNESS POST SET VERT I CAL �1' g Y� :.Y., �, Y... PA 10-0 t - MODEL�, THOMAS C BU SIDE ..�DATE COMPLETED 1. w 1 �'!Y 1�- R C.E 47109 d"` � _ . cJ 8 OF MONUMENT. R.C.E. NO. 69069 rA, :ige$:. MODEL PARKING: LOT 4 ADJ. DATE G-9-13-82 {�J f A {��' ���.10�• � ELEV. 1128.410 ADAMS COURT OF 2 -SHEETS