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HomeMy WebLinkAboutTract Map 31053 Lot 19-30 Precise Grading GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL TO THE CONFORM TO THE GRADING, EROSION & SEDIMENT CONTROL ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THEir Ci]L ic 'Q� STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMINT FOR � �� �g �Tq y�rSpR� CONSTRUCTION ACTIVITIES. o Ncs 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. Gradina � � DRAINAGE SWALES SHALL 8E A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A r p GRADE SHALL SLOPE AWAY FROMAALL RMINIMUM OF 2' �XTERIOR M THE TWAL OP �S TR NOT ES�Sp ESTHAN F1/4 H PER FOOT FOR PMQ.IE�iT �O A MINIMUM OF 3 FEET. �Ph � S� Lots9- 30 SUE3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 . c° 1S 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED nira SLOPES OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS In City of T, me State ofCalifo t TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. LE111GEND � ~� 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL / ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY 0000.00 0/0 / i THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL TOP OF CUR TC COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. FLOW LINE ' � 69 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S � ^ �� �� voP� PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGHC � HIGH POINT HP GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG �u 58 e7 \ � C'sy GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. i / 9� 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED SURFACE FS ��/ � �.� sg Be ��j, LOT 1 LOT 2 ONE FOOT. P F GRATE TG ��/ /�Q� _ 6O �$ � oy� I VAR I ES IC NiTY MaP 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE TO 0 / � 5 s� � 81 1000� AS-GRADED REPORT OF ROUGH GRADING BY LEIGHTON AND ASSOCIATES DATED 4/16/04. / 84 i NOT TO SCALE TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE TOP OF FOOTING TF �, �e ea �' � / TYPICAL ? TYPICAL PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN Q► � "- � � ca+ x c� x RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN TOP OF WALL TW � � �� DEPRESSION �. ,... DEPRESSION NIGH POINT gg / 83 �� J�fi � , PER CITY'S >' 0 PER CITY'S CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. � ,�� O� i STANDARD o �� � �� STANDARD PAD EL -0.2 MIN. TOP OF SLOPE TS as , � -� �,, ..._ i��, � A Wa VING9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 4$ �� '� ii � p �� 1 � SECTII�N XIXFE� � HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. GARAGE FLOOR GF 0000.0 53 �� �p� � i NTS z DRAINAGE FROM THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE � , ��- DJ CENT LOT PERb'E Z FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 . PAD ELEVATION PE 0000.0 g� � / 11 9 \ / 3 2 i� DRIVEWAY SEPARATION DETAIL, ^ � A '� CC&R AGREEMENT � �51 � oa � �' � **** ia�IV.(occur Wyumul �* 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION ��g 4 � �' B B N� AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY FINISHED FLOOR FF 0000.0 so A o � 12 7 � � ,� Np�p) IES �o 1 DURING THE GRADING PHASE, WATER SERVICE -�W 49 �� ,�P ��1•� \ 13 8 p��/ �� CONTINUOUS DRIVE APPROACH R VARIES / � a* - / 33 � � S �`��� 11 . POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT 8E LIMITED T0, INSTALLING, � / �r �� ti�� �a ��"/ WAL� WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF SEWER SERVICE ---� ae , 11r, � o� , �p � CENTER BAND pqp ,�,�,�� FEN IN PAD IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. i � 34 q� 1S � i / BETWEEN FF �� z FF z SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS DRIVEWAY � � v �� DRIVEWAYS--- � Z � � WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. � 47 � "' i 33 32 / LOT LOT 2 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS e 48 D SIDEWALk DRAINAG FROM BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF SLOPE � � / � � / 38 31 � r � � C **** � / Q Q ADJACE LOT PER STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAINi � � � � 'n , � �,•. a �,•, a o ? CC&R A EEMENT � MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LOT NUMBED � � qg � Sj � 37 � .� X X �? A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL �� �`' r �� �� � i � ,� s" BAND o �o � �{ 10% APPROVE PLACEMENT OF FILL. 1780 38 0`' �a �� � � s TYP. SCORLINE �` `- � '� � '- � � UNIT TYPE/ELEVATION � / � ate/ � � BORDER 13. TEMPORARY DRAINAGE SHALL 8E PROVIDED- UNTIL PERMANENT DRAINAGE STRUCTURES AR / / vP i � � -TC 7 RZW`00' ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING 39 AND N� OPERATIONS.PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING INVERT ELEVATION IE GRAD 40 � /�� y TYP I CALL SIDE YARD DRAINAGE BACKWATER VALVES BW � �� \ � �� Gj aDISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. � o �� 15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS AMOUNT OF EXTRA DEPTH X �� �, � � � o 3nWHERE: 18' MIN TO GARAGE DOOR, 10' MIN TO BUILDING, AND 1 .5 SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED FOOTING REQUIRED 7' MIN TO PATIOS, PORCHES, AND ENTRANCES. O � � / DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL � 4a a ?� _ , � , PLAN VIEW CORNER MEASURED ALONG THE PROPERTY LINE. SLOPES OVER 30 IN VERTICAL HEIGHT. EXTRA DEPTH FOOTING � �/ �_ �� ,�o / NTS VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION �� � ,S'�y � � r � � CONTINUOUS DIVE /�PPROaG� THE SUM OF THE SIDE YARD SETBACKS 15 NOT LESS THAN OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION _p,X' / � � � 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TODROP GARAGE � � �� � � � IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT �, MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL GROUND SHALL BE GIVEN. � �` � % �� � ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS BACK OF ALL SURFACE FLOW SHALL BE DIRECTED AWAY FOR BUILDING OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE � PORCH AREA SIDEWALK PER SECTION B-B, DETAIL OR SECTION C-C DETAIL. N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING. ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. SCALE: I = 100 FS PER � 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. z•�q MAX PIAN 6" MIN. VARIES*** VARIES*** 6" MIN. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SMALL BE PERMITTED. � SOTS INCLUDED -°► 3' MIN. 1' T' 3' MIN. 19, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 0•5q MIN � FS PER SILL 6" ABOVE F�MUDSILL MIN. MIN. MUDSILL FG � PLAN COMMENCEMENT OF ANY CONSTRUCTION/GRADING. f�� Q 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PER PLAN GARAGE FLOOR PUBLIC RIGHT-OF-WAY. 5• MAX � ��� .' '. � 00 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT 66 0.5� MIN 12" MIN. 12" MIN. Q AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL CONSTRUCTION NOTES- & QUANTITY ESTIMATE STEP DETAIL 2% MIN. 2:1 MAX. 6" NF. 2% MIN. 04BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 111- 22. THE ISSUANCE OF THIS PERMIT 8Y THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE NO. ITEM QUANTITY UNIT 20% MAX. MIN. 20% MAX. SECTION B-B ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF i LOT GRADING f 12 LOTS x 5o c.Y.) soo cY 35+ 40' 40t ~ STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE � ' � CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE O INSTALL 3" PVC SCHEDULE 40 65 LF MUDSILL 6 MIN. *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES a CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. IN GARAGE AREASVARIES *** 3 �3 INSTALL 4° P.V.C. SCHED. 40 74 LF 180 w /20P\ GARAGE FLOOR SILL IS 6'� MIN � �4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 - �' ABOVE GARAGE 3' MIN. 1' o 7 EA � � 1929 � � 2�8 '•; � FLOOR SLAB MUDSILL MIN. 6" MIN. �5 INSTALL 6" GRATE PER NDS N0. 40 0R EQUIVALENT to Eq � IL2 p (0FG O7 CONSTRUCT RES. DWY. APPROACH PER C.O.T. STD. N0. 207 AND DETAIL HEREON 12 Eq GARAGE DETAIL, EXTRA DEPTH FOOTING • e• Q 36 =PAD ELEV-FG = WHERE NECESSARY 2:1 MAX. 12" MIN. ABOVE PAD ELEV. 12" MIN. 6" MIN. Z TYPICAL FROUND OFF TOP Z7o MIN. N SCALE: 1 " = 40 51 20% MAX- SECTION CvwC tn 0 *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES W U uNDERGRouNo sEavicE SOURCE OF TOPOGRAPHY OWNER DEVELOPER ALERT PLANNING ■ DESIGN ■ CONSTRUCTION ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. HERITAGE HOMES A IS OF BEARING NOTE Z 647 N. MAIN STREET, SUITE 1A 5161 CALIFORNIA, SUITE 200 SECTION AmaA � CALL TOLL FREE aoa�o cou�vrr e��wvE surrE wo RIVERSIDE, CA. 92501 IRVINE, CA 92617 THE BEARINGS SHOWN HEREON ARE BASED 01� NORTH 42"51 '35" WEST 1 -800-422-4133 � � � TEMECULA,CALJFORNIA92591-6022 (909) 686-5103 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN FOR REAR YARD SLOPES GREATER C O N S U LTI N D 951.878.8042■ FAX 951.879J240 ■ wwwABF.com DATE OF PHOTOGRAPHY 8/5/98 (949) 250-6600 ON A MAP OF TRACT NO. 29286, MB 298/86-89. THAN 5' IN VERTICAL HEIGHT TWO WORKING DAYS BEFORE YOU DIG LD05mw216GR z J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q�p�E$$fON' DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY: L-[-G � CITY �� TEME (e.0% ULA DRAWING NO.DATE: ! 2 c�� DEPARTMENT OF PUBLIC WORKSJDT AMC JDT 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN 00 �I�IA/,�,. � CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL � f y Plans Prepared Under The Supervision Of COUNTY BENCH MARK T-46-81 RESET 1997" � � r. � ACCEPTED BY: DATE: �L l� O� � o .� � PRECISE GRADING PLAN o EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED No.60132 ^� RONALD J. PARKS v` � INSPECTOR THE SOUTHEASTERLY CORNER OF THE BR f DGE � 'd Date: Z Zb OGS ,., TRACT 31053-F CHARLESTON AT H �' OVER SANTA GERTRUDES CREEK; 4.5' -0� �D• e%/� � DEPUTY DIRECTOR OF PUBLIC WORKS � ,"" :� � NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL '�J' CI Y�� .11` NN D. TANNER III ° : `''...�� w PHASE-7 LOTS 1930 Q �yY Q DATE COMPLETED CONCRETE SIDEWALK.ELEVAT ELEVATION = 1097. ts3' N/A �jF OF C A�.���� R.C.E. No. 60132 Expires 06-30-08 R.C.E. No. 19744 Expires �g-30-�� �''�oti�;s�VAoo SHEET 1 OF 3 Q i r 1p 42 1 8.� �•� 4C� f 9 rS PE-1107.7 PE-1107.7 r� PE=1108.2 r ps•� '°s•� �� � S PE�11D8.2 r� .-� PES 1108.6 fps, s 2: 1 SLOPE r� PE=1108.6• 37 Z: 1 SLOPE 04.8 105.9 1p�.6 36 7 F U-W 2: 1 PE=1109.1 PE=1106 0 1p se ;n �'p Grp�`D ••• ., ~` -.,.'" ~�. - ... 1/0. 1 3 z �� •o , �, 05.7 ,.a o �01�6 n 4;A4? FG v z o N P�/m� .p Z-O62: SL N r.- 04.7 FG •7 -,.. O;PE' D5.0 FG FF�1108.5 G � 05.0 FG Q z a 05.6 �,�, .. •-. FG 3~ 05.9 PR8110&9 o 1p� 0g•o FG 05.9 FG ,��. �G •� CONSTRUCTION NOTES FG ao 0`3.9 • FF*1105.6 o ' GI"=1 1 05. 1 FG .3 4 = •4 - o•1 GF=110• PVC SCHEDULE 0 � � _ � �.Q � 2 INSTALL 3 s' � 1105.E 05.7 z �z FL--HP u " 2 7 o ••----- .4 w _ 3 INSTALL 4 PVC SCHEDULE 40 2181 4.94 .5 .2 FF4108.S a Q8.5 6FS•-G8 D5.0 `- O se FL-HP FG P 1106.9 a z 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET _ BR 178® 192 ... PE=1105.8 w �" '�' 05.77 n1 4 AL R FS-GB 6' 5 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT - F1�=11QSrQ .6 O� FG v 17 6z _ LA PE4105.0 FP*1107.3 06 7 Q 4" STEP 4,� STEP 2ab Cy5 0S. 5►2 FS " 4 6► f 7 FS - 06.7 PE4106, FG 5 GF= 7 O .l •6 FG FG 11n5► 1 •�r, 8L 4 STEP 4 4. .4 04.2 � 2 4" TEP 08. 2 5.2 D .65 FG ,� 110 6. 1 FS " FG "'• FS-G8 FI 3 9 6 cy .2 6.O GF=1 106.8 FF4107.3 .. • • �. .3 .7�.. 3 1 a FG w • ��- •v� .--•3 D5. '4 P�=1105 3 N N �--Q 6 5 05.72-01 .7 PE 1107.4 FG 3 STEPS c 06 0 o • 5.13 d. 4 0.5 .13 05.6 05.3 �- C-8 •1 F0 -� � 06►02 F 05.5 N2181 . ....G w ST S FS- Q -• FS G 0.42 �►•�' .5 STEP FG 06.04 06.60 04.f 5 04.15 o f S S v- 05.34Ts-D .1 A R FS-GB o F FS-GB �, 5 op FS-GB 2 - S 4 F '_''2 " 05.2$ w L 178 . t � FS-GB- wo- a� :5 1 `�•�,, `r 4" STEP �-- 20 CL 5 �,• {y o ra �,�n �, 6.97 F"S 5 STEP . c� c� a c�, g .6 w �? o �`�' co •1 06.6 GF- 7 FS 4" PVC -- 12.0 LF �► 2� PES 11 05.5 ` p 4 cQ '`; -N 11 dR.$ �., • '�-�, ►-' FG 06.2 3 R/W 'y� �' N U c� o"? ar► ,1 FS_ 06.2� " G (UNLESS NOTED ON PLAN) �� c► n a0 • .5 �t• " M 1 r,-, � � FG w � �n � 2 N 06.83 Q .7 • o 1 REMOVABLE PLUG w`'� a, � 1cS� FS „ S � c��. 4"��, -�-_. 06.5 06.0 •� 4 WYE ky��Y• :�;,.: 4. 5 �~-FG-, 4 STEPS .-- FG 06.87 b 0 TG PER PLAN >n > '` .58 ___3_ST _ FS 3 PVC - 2.0 LF C� 2 r�y r••• I E PER PLAN F V l_"4-,•• 7 ,51 ,,,, a 2 NLESS NOTED ON PLAN) '1�; 102.5 p yy ' r. �. STORM DRAI '` G MOCC �� `' � QLp,N ',r ,:s•:` pS.w SANTA GERTR DIS 1VAL to ,� U_ a ,�LO r cn �R o o .�• Qom. W �p,N `�6' ARROYO STORM DRAIN, GE 1 "' FSR P ,':�;{.. +.,y BENCH HARVESTON T 9 2 ry=*~`• 02.52 LD02--226C �' TG PER PLAN » w 5 Tc LP 8 WAT .�, j � . 5' PARKWAY I E PER PLAN I I G T'� v- 00 •r^,"•,f r• t� ..�•,..;. .. � 72, W TE TER �. �:.•'.:,- , IRRIGATION 0 ry TCO RT �: :. �:,•:.. 3 PUE MANIFOLD PO -- 12.8 LF 2 4 c p 1 $ SEWER o �- 4 PVC- 3 �, � •? � �� � o� c7 .- 1� � (UNLESS NOTED ON PLAN) • .N t.� NTS � 2► �► p'`� '� o � � 2 TF .� -r, •cv �, Qs a ti`s �-S RET. WALL PER .Z Y� cn cn , (10 SEPARATE PERMIT 3 ST-EP5 3 w o •,� iv �t d» W r•„ cn S o�.,... o r.�. 4- 2` �` p•42 FG �' S (S) S 04.00 S j 45.34 _ �.. S ' STEP -05.7 4 STEPS 7.(14 �- f FS FS GB STEPS .---- - 44.06 3 S PS 0 7 .58 S @ EPS G o'Sg S 05 3 STEPS 1 w o• 05.1 o.58 .�3 .9 05.2 58 FG `° �- o.58 .= 0 •o - -� . ...t cv r,. 5.33 r., - cv p !O o O / 06.9 Q 05►1 FS 5 � .5 � FG N � r.. FG . FG .5 FG 04.8 N �. o ►6 05.$ 05.75 N •4 - " N .3 F _Q§.8 06 54 SIDEWALK PER LNDSCP - �, " G G sn- FG STE FG FS-G8 ,. "� � 4�`5T 1 05.3 4 Pr .¢ © GFS 4" � .. 4 STEP � ARCHIT. PLANS Ed " 110 ST c7 0 5.4 5.47 FS �•, 1j.� ��3 4 6.2 EP w r•...Q 4 T 6.5 vy 7 F,S o ., STEL g;, 6.37 FS .2 7 S FG • 1780 • 37 FSI .. Z--•.-r-.. 1 v� o .Fp'ai10�•8. P 3I F,1107.s INSTALL POLYETHYLENE f PL9*1105.2 w AL " �-• w •-`.6 Pia PE=1104.9 3 .5 2 4 1105.5 PLASTIC JOINT MATERIAL •-.2 ��- • „ „ v� D5.2 05 � 05Eiji • QUICK JOINT OR EQUAL ` G- F�•�` F' ;?f 2181 :9 06.04 06.9 Q6.$ .3 G FS Ge FL--t+t 2 21$1 1 1/2 MIN. COVER � . : . .5 - .,. .4 .1 FS 2181 .5 FG FS ! `� --GB .3 TRACT BOUNDARY Q FF* 0 :7 h•f . f `.. Ps1108.1 FG cy .4 '�08 z18 ► .:: , L .. r C L GF=1105• �.. .2 4 o N . - ;• 8 L PE=1107 5 r• . a V . f 3 ,� ,-� 06.9 �. 05.2 FG FG i 1 . 04• •3 0 FG o 9 FG FF=i10 .2" 0'6.1 FF,1108.7 .1• 9„ 5„ :f G S.B F� 08.1 6.6 FG FFA 7,S ``' 4. o P FG FG ��110$, a o z Pl-7110 � ! F � .� PL�1105.2 0 o 1 �-- ''-� .• 8.9 / L 05.2 FG• �~ 08.1 p Ofi.9 / FL FG 6.9 SECTION AwA •• FG � N� F•G � F'G Oz oz FG w • LO LO clq:2 05►o 05.9 os. R/W o �- INSTALL 5' 5' 3. 6 1 FL- *�.� FL HP ) FL-HP E 01.. .... REMOVABLE fps 96. 10a�9 . v �--� t, „ SIDEWALK PUE PLUG WHERE r •9 / rS o .� � 1p � „�' rs • 1 ,�.�• rS o 107.9 ��• �� 1p�:s � FL OF PIPE 1/2 _ . 6 INDICATED S z , � '`, � r �. � �� .`�, � a� �as TS ,� ,�► �, a rs Ln 4 ABOVE GUTTER N PLANS '� •3 S 00 FLOWL I NE -- O � �•� INVERT ELEV. � � � Opp � YS o PER PLAN _- _. z . ... SLOPE VARIES 2 : o •.:' -�•:' .-;:. +:•••_ • 1�7 '�, ,r f MAX N IES 2 : 1 MAX SLOPE VAR r ...,`• ,'a.►•.• t '•`' „ ••.•• 4 PVC 3 ....... ....... r.,..+ •r.f WHERE 02.92 ------ (02.90 --- - `n :... - / � " '�• INDICATED �S �- o ON PLANS FS o TRACT BOUNDARY U CID INV ELEV PER PLAN- CURB LAN CURB & GUTTER 0 3"x 4" REDUCER 4"x4%4" TEE ,,� �• I 3 MIN PVC (SCHEDULE 40) 2 0. 13' @ 2.0% UNLESS NOTED ON PLANS 076 51ELEVAT1011 ' TON D ,IV ~.-�- ARVES T3 PRIVATE DRAIN THROUGH CURB D 4 --- I P..........11111111PI...............TIJ.............. Lk- z Q N LO .zo 0 �,�•• 1 i ScP � v w. UNDERGROUND SERVICE ALERT PLANNING ■ DESIGN r CONSTRUCTION 0 20 0 20 40 60 Q CALL TOLL FREE 40810 COUNTY CENTER oRvC-,-SUS lap 1 -800-422-4133 � ■ � TEMECULA,CALIFORNIA 92591-6022 d N S U LT I N 13 951.676.8042■ FAX 951.876.7240 mm.RBF.com GRAPHIC SCALE a LID05me216GR z Q TWO WORKING DAYS BEFORE YOU DIG DRAWING [�1Q, o ' BENCH� MARi4 DESIGNED BY DRA1t�lIV BY CHECKED BY ' CDNSTRUGTION RECORD DATE BY RI VISIQNS3 DATA ACC'D Qtr �SIQ DATE: le DEPARTMENT OF PUBLIC WORKS Q SCALE Q'� ry RECOMMENDED BY. JDT AMC JDT o 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN O � N ,. � CONCRETE CURB- STAMPED RIVERSIDE HOR•I-ZONTAL ,,,,� Pians Prepared Under The Supervision i Of A TOR I, ,� DATE: 480� E� PRECISE GRADING PLANCONTR CCOUNTY BENCH MARK T-46-81 RESET 1997 ,�, tgACCEPTED BY. CENTERLINE NE OF SR-79 AT *•� �, _ ___ - RONALD J. PARKS ��� EASTERLY OF THE CE 132 -- AS NOTED r�.�v31053-F, C;14A RLESTCSN AT I��,�RVESrTON� z� � •�• T�RAC;T THE SOUTHEASTERLY CORNER OF THE BRIDGE �+�, p •�/� /�� -SODEPUTY DIRECTOR OF PUBLIC WORKS -- •y INSPECTOR , C.7S�r V,W'NV � �'i• ai.�r.::i, OVER SANTA GERTRUDES CREEK; 4.5 R III d PHASE 7: LOTS � o N D. TANNE •�••:......... •� THE SOUTHERLY SIDE OF THE VERTICAL J' C � �►� ¢n NORTHERLY OF �' ��1 .� .. •. ��` ��` R.C.E. 60132 Expires r e s R.C.E. No. 19744 Expires 09--30=07 r�r�s:*9$g:o�go SHEET 2 . OF i DATE COMPLETED CONCRETE SIDEWALK. No. p 06-30--08 N� .. ELEVATION = 1097. 163' N/A OF E��1 i LOT LINE ADJUSTMENT N4. PA05-~0320 PER INSTRUMENT NO. 2005-1062930 REC. DEC 27, 2005 O.R. 42 41 40 319 PE 1107.7 PE=1107.7 PE=1148.2 38 PES 11 QS.2 PE=1108.6 37 ' 88.12' 35.0150.26' PE=1148.6 36 -� 7rrr �rw ......r � ...... r .�.�.. i.r ++� .www r..r.. -r.r r►'^. 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Mm _.. - 1-01 U) 51 -:- .: ON RIVE 24 a S 53 A ' z ­!jjj.­...PI I cqO �2 r (n w. c� UNDERGROUND SERVICE z PLANNIN13 ■ DESIGN ■ CONSTRUCTION ALERT 20 0 20 40 60 ¢ a� 0 CALL TOLL FREE 40M COUNTY CENTER(AVE;SUITE W E a ■ a TEMECULA,CALIFORNIA 92591-6422 1 -800-422-4133 GRAPH o C O N S U LT"I N 3 951.878.8042� FAX 951.678.7240 • mm.RBF.com LD05,*216GR z TWO WORKING DAYS BEFORE YOU DIG DRAW[UG UO. Q DESIGNED BY DRAWN BY CHECKED BY • ATE: FCT DEPARTMENT OF PUBLIC WORKS � DACE- �Y RElllsloNS -.DATE ACG I) BENCH MARK- SCALE �%V E�$jOH RECOMMENDED BY. D Eom 'OECULA CONSTRUCTION RECORD � �! AMC JDT JDT n 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN d � /�/ �► Pl ans� Prepared Under The Supervision 0f CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�, f �7� o �� PRECISE R D N PL N7+o 2 ;. ' - ACCEPTED BY. DATE. � o CONTRACTOR COUNTY BENCH MARK T-46-81 RESET 199 Ln C.0 r'"' e RONALD J. PARKS �` THE CENTERLINE OF SR-79 AT r�r ---- 240R % CHARLESTON AT HARVESTOU EASTERLY of AS NOTED N0.60132 �,, C7� .x-:.�.. a: � �` , Date: DEPUTY DIRECTOR OF PUBLIC WORKS - THE SOUTHEASTERLY CORNER OF THE BRIDGE Exp. 8/3% 'Y., ::Y. LOTS 19-30 INSPECTOR OVER SANTA GERTRUDES CREEK; 4.5' JQ D. TANNER III ' PHASE r � fir, � ¢a IDE OF THE VERT I CAL J' C �, �f :is °- NORTHERLY OF THE SOUTHERLY S CIVI 1 � ► 06' 30-08 19744 EX i res 09-30-07 ''rah, � 04� SHEET `3 of � I CONCRETE SIDEWALK. Pf` �� R.C.E. No. 60132' Expires No p DATE COMPLETED _ 0 1.� ELEVATION - 1097. 163' N�A F A