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HomeMy WebLinkAboutTract Map 31276 Lots1-26,30-60,60-62,62-66,68 Precise Grading �i �s 215 OF qo 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE STATE "ftl ` / "--ft WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION `` - _ 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 ARV�T� MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL 7' N SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4 PER FOOT FOR "�- A MINIMUM OF 3 FEET. ....... ```'�-.�L 1 .-.,.�� �-- �' •C 11 1 �0►9 uto 1 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1. R / 9 9 "-rf%, 9 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR ^ ��� �� r L 37 STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED � ����`'� � :4'� I ,I NOT TO SCALE SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS ;, � � �' P-1 � � 42 �3TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. � 1 � � �� 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY 39 41 r 1�1 ' S"�0110 24' � 24' � �' THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL � \►� R, 1 1 1 COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. �\ D O� 2 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S � - 35 R1 OL ROAD � PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO �l (PRIVATE STREET) y � Q0 C-0 OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, � - GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. _ �' / 34 V `� � � � c`to [ � 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. � 3� 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE c� 'I rJO 49 L�8 T 4'8 4J 44 ° � ', SUPPLEMENTAL GEOTECHNICAL EVALUATIONTHE FINA BCOMPACTOONAND R PORT ASSOCIATES SHALLDATED BESUBMITTED 04 � %: � � �� S TYPICAL FOOTPRINTS (SEE FOR ACTUBT.AL BDGPLANSFOR TRACT 31276, TWO SETS OF w � � 1� TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN �2 � � �" � / SCALE 1 "=40' DIMENSIONS) RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. �I,� 6 , 1` � (� OF ALLEY) ft Q O � � � PROPERTY LINE A 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 � 31 S � � � � GUTTER ► HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. _ � Q � t► THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCEEDGE OF PAVEMENT CNN 1 FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411. _ � �� � 3o v� 60 l ACCESS.� EASEMENT 5S �6 �- gg S9 Z 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION � � �' 2 5 S4 -� � GpRpG .16 � g -�' AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY 8 �� P P M F�=PA� M ER PLAN DURING THE GRADING PHASE. � � � v. MIN 3. 6 GARAGE 11 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, R �N F�=PAD COVER TREES SHRUBS OR A COMBINATION THEREOF � �� TGEAEDANID ELE4. MIN WHERE APPLICABLE, GROUND � IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. LocarioN PER PLAN PAD B PAD 9 SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS - I.�UREL LANE u13 � FF . S FF WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 3 7 0 � (PRIVATE STREET) 0 -HP HP -HF' �` w-: 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS PER p� MI AN PLAN PER -AN BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF I` FELEVD* PATIO�Z FG=PAD pAT10'pZ FG=PAO� STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN � �I �� LEV. ELEV. MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. UNIIIIIIIIIII,4XI A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL 23 � 16 1� I� 2: � s�oP �'�- 2: 1 SLOPE � APPROVE PLACEMENT OF FILL. 2 � ,� 1 1 O R -SIDEWALK 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES a � 3 � 24 1 1 t�5 � c Re C RED CURB UNLESS A) " " VSTEPS PER PLAN ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING �� Q 1 // � OTHERWISE NOTED AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURINGPER PLAN GRADING OPERATIONS. Lml 000l 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. � 13 , � TYPICAL LOT DRAINAGE �.. ._._ � /, / 15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS 18 N.T.S. (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED UNLESS� �F UNLESS OTHERWISE NOTED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL I / ��1-BA ROAD 'IZ i � DISTANCE TO BUILDING CORNER TIE OUT SHOWN PER PLAN SLOPES OVER 30' IN VERTICAL HEIGHT. Gr -- so, f� (� OF ALLEY) r 19 / %�'`� R/w 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION t2' _ 3 UTILITY EASEMENT OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION _ � � o � �r � � �� ACCESS ESMT. � 5 (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO A,h � / / 1a. � � S/W ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT � � �.'� ��r�� r � J J � J -' � �� r� � � � �' ~ N GROUND SHALL BE GIVEN. �GP� � / / v? V� � � I ` Q Q 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS I � 50 0 50 100 1 � r*� 0 OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE [L 1 0% Q1 .0,0/, a 1 .0% 1 Oq N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE � o NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. GRAPHIC SCALE I *...,�..--� �' � � , ' o�°�° °°°° ° MIN. MIN. MIN. MIN. MIN, 2 O% � QTR PLAN 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. SCALE: 1"=50' 1� ,�.- ,:� � F MAX. 'tG PER NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. � �-!' '� �" FOR ALLEY CONSTRUCTION ''•' " • LE SEE ACCESS ALLEY DETAIL � PX_% 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO PER ROUGH GRADING PLAN QIP �Q� �P� 0.5% MIN P� COMMENCEMENT OF ANY CONSTRUCTION/GRADING. TOP OF CURB TC DRIVEWAY � QJ�' �Q ti�v Q�' 3" PVC IN R/W 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A CONSTRUCTION NOTES & QUANTITY ESTIMATE Q � pQ�`' Q� Q�� PUBLIC RIGHT-OF-WAY. FLOW LINE FL SLOPE � N0. ITEM QUANTITY UNIT N 21APPROVAL AND �ISLENOF THESE GINEER FROMNTHE RESPONSIBILITYY THE CITY OR ITS FOR THETS DOES NOT CORRECTION OFLIEVE ERRORSEORPPLICANT OMISSIONS HIGH POINT HP LOT NUMBER 11 O LOT GRADING (57 LOTS x 5o c.Y. ) 2,850 cY SECTION AwA � DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL FINISHED GRADE FG � O INSTALL 4" P.V.C. SCHED. 40 8,s5s LF ~ BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. N. T.S. 0� 3 � 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE FINISHED SURFACE FS UNIT TYPE/ELEVATION A O INSTALL 6" GRATE PER N.D.S. N0. 40 OR EQUIVALENT 302 EA ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF O4 CONSTRUCT PRIVATE GRAIN THROUGH CURB PER C.O.T. STD. 303 39 EA ' STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE TOP OF SLOPE TS INVERT ELEVATION INV � CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE O5 REMOVE SD PLUG AND INSTALL SD CLEANOUT 22 LF 6" MIN. 3.16' MIN. 3.16' MIN 6" MIN. � CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. MIN2.16' MIN " �TOP OF GRATE TG BACKWATER VALVES BW \_.02.16' MUDSILL 0 6 CONSTRUCT 4" CONCRETE SIDEWALK PER C.O.T. STD. 401 (2% MAX CROSS-SLOPE) 3,079 SF MUDSILL * * MUDSILL IN GARAGE AREA � GARAGE FLOOR GF 0000.0 ENHANCED ELEVATION TYPE EH � (D INSTALL 3" P.V.C. SCHED. 40 2,218 LF -�E- �E- �F� FG �� � FG GARAGE FLOOR .�, SILL IS 6" MIN $ EXTRA DEPTH EXTRA DEPTH . � . ABOVE GARAGE �. PAD ELEVATION PE 0000.0 AMOUNT OF EXTRA DEPTH X gO INSTALL 6" P.V.C. SCHED. 40 57 LF FOOTING FOOTING ''� � FLOOR SLAB j FOOTING REQUIRED D =PAD ELEV-FG FINISHED FLOOR FF 0000.0 Os INSTALL 8" P.V.C. SCHED. 40 15 �F =PAD ELEV-FG o WHERE NECESSARY WHERE NECESSARY GARAGE DETAIL ~ EXTRA DEPTH FOOTING � �p INSTALL SD CLEANOUT 77 EA �� �� �� �� o WATER SERVICE -QW 2 11 �** 12 OR 18 MIN. 2-1 MAX. 3 12 OR 18 MIN. *** N.T.s. CONSTRUCT RETAINING WALL PER SEPARATE PERMIT 1 ,431 LF � SEWER SERVICE -QS RETAINING WALL 2% MIN. MIN. 2% MIN. � 12 CONNECT 4° P.V.C. STORM DRAIN TO BACK OF EXISTING CATCH BASIN 2 EA 20% MAX. V) 13 CONNECT 6" P.V.C. STORM DRAIN TO BACK OF EXISTING CATCH BASIN 1 EA SECTION BwB UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER / DEVELOPER 0 0 PLANNING ■ DESIGN ■ CONSTRUCTION ALERT to INSTALL 12" R.C.P. 23 LF �E- UNLESS OTHERWISE NOTED N. o ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. GREYSTONE HOMES/LENNAR INLAND EI *�� VARIES PER SOILS REPORT a 647 N. MAIN STREET, SUITE 1A INSTALL CONC. COLLAR TO CONNECT t2' P.V.C. ro t2' R.C.P. PER 1 EA -�� �F� CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS � CALL TOLL FREE 40810 counmr cerrrER Dwve,surra 100 40980 COUNTY CENTER OR I VE STE. 110 15 RCFCD STD. N0. 803 THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS D L1D05w248GR 1-800-422-4133 � � � RIVERSIDE, CA. 92501 TEMECULA, X909) 686-5103 TEMECULA, CA 92591 �s INSTALL �2" P.V.C. SCHED. 40 1 LF A MINIMUM 6'� BELOW SWALE FLOWLINE. (SEE SOILS REPORT) O L1D05w142GR � C D N S U LTI N(3 s5te7s.8042• FAX 951.676.7240 * www.RBF.com DATE OF PHOTOGRAPHY 9/16/02 (909) 719-1464 L0105m045CIR Q TWO WORKING DAYS BEFORE YOU DIG i CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY -��19��J CITY 0 F T E M E C U LA Drawing No. o SCALE Q�Of ESSIpN� RECOMMENDED 8Y: DATE: � D' DEPARTMENT OF PUBLIC WORKS Q RBFAlREVISED QUANTITIES ADDED ROOF DRAINS ' � O RJB, AC RJB, AC J. TANNER 7107 � J / n 3 1/2" DIAMETER ALUM[NUM DISK, FLUSH I N �. Q, j�/� �, `n Contractor REV'D ALLEY GRADES CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL y � 9� � Plans Prepared Under The Supervision Of ACCEPTED BY: DATE: 7'ZO-o TRACT 31276 a COUNTY BENCH MARK T-46-81 RESET 1997' ... ,►. � �P P o � 1/017 RBF 2 REVD SWK LOT 51 , ADDED STEPS LOT 52 'I EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED a x•60132 "' EPUr�/ DIRECTO OF PUBLIC WORKS/CITY ENGINEER ��`� l PRECISE QRADING Pl.,AN `O Inspector ADDED RET. WALLS, THE SOUTHEASTERLY CORNER OF THE BRIDGE � Exp, 6/30/08 � � Date: �' � coD DANIEL A. YORK _ � � � OVER SANTA GERTRUDES CREEK; 4.5 � � JO D. ANNER III - FOR Q AND�PURPO�ES ONLY FOR Q AND PURPOSES ONLY LOTS 1 28,30 60,62 66,68 Q Q NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL f C]V`\, �'ti '�` �' '• o �a� ...1fl89::: 0.. Date Completed CONCRETE SIDEWALK. ltr SCO R.C.E. No. 60132 Ex i r e s 6-30-08 R.C.E. No. 43212 Expires 3-31-08 0,�,N�ora° SHEET 1 OF ELEVATION = 1097. 163' N/A OF CA�� P TITLE SHEET Y` * NOTE: PLEASE SEE SHEET 6 FOR UNDERGROUND AREA DRAIN DESIGN -•- "� CONSTRUCTION NOTES 6 CONSTRUCT 4 CONCRETE SIDEWALK PER C.O.T. STD. 401 (27 MAX CROSS-SLOPE) 11 CONSTRUCT RETAINING WALL PER SEPARATE PERMIT IN ap ..•■-"' "'ter " .,,,.,,,,,, .�~ �• � � + �'� ,r►' 00"0 will WWII WWI )TD rte" "••► � n ,. wq"r""""M"" •"" ,•,• r ,wws '"""""ice' l 1"""""W�` - r.�' .0--Pw l ---w. . �m 39 •"mow. / _~ w••. -- .►� _- y �� � •, .... EXISTING FH "-1 .,, , ......, .. .... , ..-- - --- g --.. -• ..• ...,...... � ...,,,....�, ...... ..-• ...r- 'w`" •�" � .,, """" . -' ..fir � \ 3 _wl �� ...�++ � +ww.w■ -� r•+�'��r .0--1 ,r•+'~ w ' w O{� '-. Awl "ftl 38 40-00 '" ....r,. "•"'wwr.rr 'ti+M►••r .rrgwM .�.� ""'."r r"'r"�.r •+rr"• 'w'o'w owlowlww" w`•••~ w '.ww" fwwr ^� " �� ....i ~� / Q Q 00-0 „ � „wwwwo .•-+' 4l . t 84 SD) � �' � 3 .,, .,.�.. -- -�~'• �"' �1� .�-- V',�p `q FH PER I P _,,,. - � i� � !/ •....,. •••••• woo6 SWALE DESIGN '� ' - --- •--y .�...' -.,-„ - -. .•....- ..,- .... .,,.• ..,._.. ,.. _.-. -.- • -� -�`� C, PROP. T WAL C 16 '`-' .,ti,� •1,11,M, Lli --� ..wr. ._... .i.Mr. ..r.r. .r.... ...w. .iwiw.. ..rwr. ...._ ..rr+ .xrwr. """'-^ ,� o �..rr 1 3. LD04-17300 --- PER SEPARATE FS J 1'SAV/AR PER IP ._.- `_'�. G 12• \ 6 0. 8 X09 LD04-1730 `i'nrOv 12• \ 20.5070 .0 ... Pit- 16 IN\ �, �c, � �..�" �,� �.,moo• � � 1,0 1 3 �. ��, .... c TRACT- �, o c1 AV/AR PER IP `� .off 1 fes =- - " BOUNDARY LD04-173C0�. ROP. RET WALL 1 AV/AR PER IP L004 173CO 11.7 FG 196$111 FS 10.�'G PER SEP AEP RMI '�. --- --- -- ' , 12•'� FF 13.8---- y �, _.-. --- -- -- r� o • 4 12.3 TG o 12.59 • 12.2 TG PE 12.8 2• ` ��'�►�Q 10.05 3 '� �� � 1 4 n� 12.6 FG `ti,�o 12.4 TG EQP :.•:;�.- 1 �D p FS 89 - -�� .- 0b' �� --a'.r-� 2 5 12.5 HP 9 Oq 6 FH PER IP LD04-173CO c� 12.54 .�, 12.6 HP IG 26 10.0 •r`�� .�p .>C� A 12.6 FG F FH PER I P EOP a :� 12.4 �G 10.9 6 ��T� EQP - s� 1 .4% B •0 a . p 1'C' 1 P5 10. 1.09' ECD 1 1 LD04-173CO 1 P 1 Q ? •- 9 TG 1 09 _ fi •2 TG A- 4% 12.3 HP • 1 .4 HP-- 14 7% � 1 •6 � pqBUC 9 T �..._ �. SOP .,�;'. ;0� -�--�....�..,•�, 1 p 12.2 TG 12.2 TG � - �I.�•,� �� eo`-c�cQ �_ �G6QFS G r .. ti 1 �� '$ rG 11 0 T ---- --. 12 28 `� 12.3 TG = a ?' 12.3 1 1a 1 G 3.9% 1 .0% i.0% 1.0 r fop .37 1.3ga p,5 1 q I HP 1 11 1• 13.03 12 4 HP FL , ` � p , 1 o .. • pp .0 TG Sq 1 4 P ® N 1 •= 12.4 HP 0 9 0 0 •37 QP, 1Q 61 b- o l y 1 1 4 FS 1 .15 FS �j , 3 �. 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Q FF 110 10.8 H 1Q T 1 g 11 0 ISP 1•S� 1 09' s �, 12.2 TG 12 3 TG 7 % ..� 11 G 4 1. 1 �' 1 .0% .4% 1 .6 0 1 1 .94 •0 .9 qd 1 1 BOUNDARY FS 6 s 6 PE 11.0 ti. ��• �` �° �- 10.7 rc 10• G o� s�, �`' 4 .1 Z 4 -� P 1 1 16 1 � 2. P 1 FL 1 1.3o FS rte. 1 p 1. 1�' ,. 1 1.9 TG 12.2 HP 1 �.•0 1 q 12 0 0 6 FS ,. � �- •9 NP 11.9 TG 1 1 0• �C a' 0 1 , 11.9 TG 8 �G 49'r :- -o F`p.�, Z FF 11.9 D co ap "� Q�' G 11• Q F 0 �o 4 2,6 FS V12.2 � .. 1Q• 1 � PE 11.1 1 � •, �� c� - :Y TG CID FS 4 • " D d• G1 HP 10.8 HP '1 pP 71 G '`S �A O Q ii R 12.5 HP o 1� •Sia FF - 13.0 13.0 - 1 .91 ` 1 1 rO G A R o 1ti :r, 11 --. 1 07 10.5 TG �p. � �:. :. � 12.77 FS FF 13. 1 3 3 � o o, PE �- 12.2 �] F .-- g FS P . 1 G 1 --�-� '' �oP t -1 11.32 '" `� PE 12.3 � 12.3 TG 1 .80 `� -� `1G Qom; . . :> 1.32 l 0 +uJ 10• f �. Q.S rG FS -� ap 12.4 HP s� �, 11 ,•� ,r 1 5 rG 1 •S 1 � 1 Z 5TEPS 2 1 HP r 12 5 HP 12 TG 0 CF .r. r Y7. �a x ��► S �� _ '� s. r' .1.r 1�..r; 1.59' G•31 10.7 T .f. D.50 12.4 HP 1•4 F",- g --. - Op 1 G 1 r Q 4. 1 1 .6 4 KP16 S 11• 36 _ 0 _ 10 �' 1 07 10.9 NP F � - F ,, 1 1 .69 p% 12 �, .. ---'' 2 T .4 a T F 1 . � , :() 9 1 � 0.7 TG 1 .4% 1 .0% 1 3% � � 13.07 FS13.25 S FL ��H 09 1 •. w.. - X10.5 TG 10.. - M ? �c� 1.3�' 11. TG 11 7TG 11.7 TG11.1 -85 O CF 12.95 .:;' 3 STEPS :x �`. 3.� �p F S =• 10• - F � �� � �, - _,._... _._ ......._ _� f � • c� D SD �: 7 TG •o ; 0 CF 0 50 - F ~1 �7 �P 1.09 a,• 1 FL •. s s 1 0 _.,.� 11 1�p,� t`-��. °:•° 0 , _ �s _ - --- ----__.._ .___. _------V Y SLOPE GRAD - - 5 7 FSS �� �� - w /- o - -- - j >> `� ..,• > > � p , cow v O 2: 1 MAX J > > °� • ti� o IN. �' G �� s �� �� 0.50% -- �. , t. 1 Q•6 r c� . N G o , 10,3 TG FF = 11 .9 .-.' t.. 1'. .. R j �' 17 1 g 19 (� a .......•. 10.9 _. > �o BRI_ TOL RO = 1.3� HP 10,9 1. PE � 11 .1 a ��.�.�-'�: � �.• O �- iI > .- 1 �0.7 1p P I VATE STREET :, 6 ,, ----`. t -t 1�, f FH PER IP 1 AV/AR ER IP •,g -- Qo ) 1.0 1.07 10.7 T 1.42.1 .�` ` �� LD04--17300 p _ _LD04 _--- ~- �� � - , 10.9 T 1 �.� F �-_- �� � �. �p -- _. Q V 1. 1 G -0 s ,gyp 10 - C' ' � 001 1�P 1.S9' --�_ • 4•a9� �► � �� - rA, • __ - _ 6' _.----~ -- _ __._._ _..._--- ----_._..___--- -_-__ -_--- ---- T.._.__Ar1�/AE�PERW--�-1 ^� s3 Q 1p•8 70 s s > `� ,�� L004-17300 71 1 •8 F ' 1 f 1 y 5 $ S S 1 • 1 NP 9� '` 1 1 F 1 1 1 FS 1 1 .41 FS 1 1 .54 FS 2 ^,N /0 FS 10.88 FS .09 S 2 F .9 13 94 6 STEP s s „ p �� a sr s sA s s 6 EP 6 F PER I P �C� •2 M FF = 12.1 "� :� '� �q�,. STEPS S- o.50 S P 14 7 6 STEPS 0 5 11 .83 12.1 12 •j r f •� a :. ��o 6 TSPS D LDQ4-17300 �r PE 11.3 ,.,. 0 0.50 13 5 HP o 0.50 FS 0.50 14.3 HP S �• �S •0 TG 1 1 �i 3 ).!j •S 13. 1 HP 13.3 HP 0.50 FS 13.6 HP 13.8 HP FS �► .5o FS 14 7\ V� 1 �G 12• 1 •Oqo .^ •0% 1 �P 1. 1 h 11 0 TG _ 5� FS �, 1 HPs 14.0 HP 14.1 HP a 1Q,9 TG 13.63 FS 1.3. 3 P 14 FS 13.6 HP o :: ? r. 14.42 FS 14.0 HP cn _�_�_ �;-. a FS r 1 12•$$ 0.SDj �sJ .• o • a - o a o o � to Q/1 � �• 2 $� . 1 1 1 Oq7 �,. 1 4' 4.27 F .47 FS 14.58 F 1 • �• , ,.. 09' � 0 ' 1 13.6$ F 13.88 F 14. 17 FS • 11 2 �..�� TO / 14.1 HP �O • 4 1 �-• 11 1 P 1 ,. . _ Q o o a a 0 44 1 , O TG 1 0 ' 1•/'/p :+W. o � J 49 . O 4$ • 47 . 4 • • 4 O ' G � o .- � r, 15.01 FS T- 1 HP ' ..•, 1 11• NP �� ~ '- ' 13.9 TG 2.03 F C' '� 12.9 TG 2 F 2 R i� �� FF 13.3 G 2• �-. 1.0-68 .�.�. �5 .•, PE 12.5 12• r, - � S � 3 FS R rlrM RA3 R R 1 12• >-- . 11. 1 � � " .7 • 1 1 • 1 1 TG 1.0 T _: 13.1 TG 13.3 TG 13.4 TG T 14. 1 T • G FF 12.2 12.9 TG 13.1 TG 13.6 G 13•$ TG 1 T 13.9 TG G 14. 1 TG G 6% 12.6 g S • 11 �i f 13.3 TG 13.4 T 13.6 G 3.S G 1 12 1 -,''"".., G 1 1.49' Z 1~IP P E 11 .4 _ Q a o Q Q �o F` _..--'Oqn_ 12•a `�'• C� i•2 t 0 14 1 a FF - 14.3 FF = 14.5 Q FF = 14.6 '� FF = 14.8 � FF = 15.0 FF 15.1 - FF = 15.3 12• • �.-� �` ' 1 NP 0 �' 1 1 6 f c� FF = - �- � a 3S q10 .6 1q a 1 ff G PE - 13.3 Q PE - 13.5 c, PE = 13.7 a PE = 13.8 4J.� PE = 14.o a PE -- 14.2 PE - 14.3 a PE 14.5 1 -� rC 1�, �S FRAU T, 11.3 T 1.0�' g '� 13. HP �"" r- 14.0 HP r- � 12 13 G 11 X1,0_ , 13.1 HP 13.3 HP ® 14.3 HP ''� _-- C 7 +� 13.$ HP 14,0 HP � � -n B� � a 11.2 1.09' s ARY 13.3 HP ® 13.5 H 13.6 HP "• ® 14.1 HP FS �t FF 13.6 5 �o ; ► ► TO s 7.5 civ �? , 14 1 HP 14.3 HP : ' PE 12.8 12 + 1 N 11.2 •� •2g 13.2 TG 13.5 HP o 3.6 HP 13.5 TG 13.8 HP Q 13.9 TG ® o J `'' �G P a , TG 11 1 a a 12 4 1 •6 H (/ Q 3q , 3 11.4 jqP S G �w Q Q r: 14 o HP p C 7 W 1 +� 17 13 3 HP r 13.6 HP 14.1 TG =a / ". . IG 12.5 2• - p ►� av 13.3 TG 1 TG 4 p CL r, 07 FS FF - 12.4 `� ;� � � � 12 9 TG 13 � TG =� 13.4 TG •,,�:: 13'6 T 3 9 ..� 3 9 14.1 TG �' � ,' - � T ,�1. ,_ r 1 .1 TG12. TG G 1 TG . Ln 13.3 TG 13.5 TG 13.6 TG 13.8 TG 13.9 TG 1 .0% �-�' r-- TG F 1 GF = 13.5 � = GF 14.D GF = 14. 1 � , GF 14.3 GF 14.5 GF 14.8 GF - 14.8 . 3 6 HARDSCAPES PERr` 1 �rLsfos . 11-01 NDSCP ARCHIT. PLANS �- •L T 4 TG �. �: . 'i-� t u� ,�^^-y-.--;•-.`.^ 'i• -(.(� ,:, { , , _7• s ¢ r f r • _ f• •,r' y} "log 'J 0 09' r - V F 5 T' a ► i ' J �' O J Q J p7 J p7 > CJ J o� 2• F-- � ,4 � o � o � o � � o � o h � ti � � � � � � � �' ,�► PdAT*C#i 1 1P• 10 v� v� v' �' �' o o c� 4 .. 0� 4L ^� " � ` ' T• 1 3 0 J ^a 'S 'S '� Q �'� '� Q o �' �� '� 4 0 Q �'� o 4 ti Q o Q ►� 4 a ti Q Lille ..• p O `� Q4ti o O ti O `� o Q-o sr o o .p r9 O `� o0.51% -4 0 0 -4 r� O O -o O o o -p S O �• O -- EQP/GB w w w OWN* mmm 1 -3TlEe wr �� � �• C�� �• X%3 � FH E I 1 4 % 1 LDo4--173CO MATCHLINESEE SHEET )(3 w f z a 20 40 60 t] D SERVICE UNDERGROUND .� p ALERT PLANNING r DESIGN ■ CONSTRUCTION ♦1 GRAPHIC SCALE a f L005w248GR c' CALL YaL.L FREE 40810 COUNTY CENTER DRIVE,SUITE 100 z � � � TEMECULA,CALIFORNIA 92591-6022 Q 1-800-422-4133 1 L 005w�14�t�i R -� CONSULTING 951.676.8042 FAX 951.676.7240 ■ www.RBF.com f LD05w045(;F1 a TWO WORKING DAYS BEFORE YOU DIG Q CHECKED BY Drawing No . v CONSTRUCTION RECORD DATE BY REVISIONS ATE ACC'D BENCHMARK S DESIGNED BY DRAWN BY �. � g � S D SCALE �p�� S1D R MM N D BY: DATE. ll/ ICITYOF DEPARTMENT OF PUBLIC WORKS � �� A J. TANNER ECO E DE TEMECULA /O RBF REVISED ALLEY GRADES / ,. g RJB, AC RJB, C r-- 1 � �� 3 1/2 DIAMETER ALUMINUM DISK, FLUSH IN 1'AN Q RBF REV I SED ALLEY SIDEWALK LOT 51 & ADDED CONCRETE CURB STAMPED "RIVERSIDE VERS I DE HORIZONTAL ,� Plans Prepared Under The Supervision Of Contractor / 2 • „ �,,, ACCEPTED BY: DATE: 7. 2 9-07sTRACTn�'' o� � RETAINING WALLS COUNTY BENCH MARK T-46-81 RESET 1997 � �+ - ENGINEER �`�� �cG� EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED No•60132 ^' 'DEPUT' l DIRECTOR OF PUBLIC WORKS/CITY PRECISE GRADING PLAN THE SOUTHEASTERLY CORNER OF THE BRIDGEZ40 Date. "' DANIEL A A. YORK �. _� Q Inspector -0 Exp. 0/30/08 * _ •�_�',�_�, .OTS 1 w26i 30■670 C62w66 6i$ OVER SANTA GERTRUDES CREEK; 4.5' JOHN D. TANNER III FOR AND PURPOS S LY FOR AND PURPOSES ONLY NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL 41 CIV 1� ya� Date Completed e t ed CONCRETE SIDEWALK. 0�' 60132 6-30--08 43212 Expires 3-31-08 rf. iaea: =�, p � 0 �1� R.C.E. No. Expires R.C.E. No. Exp es °N�,N1�uQ SHEET � OF '7 f ELEVATION - 1097. 163 N/A �� -1G C) � r 1 12.02 ' ,....- 1. 6 FH PER I P 'I9 F� �� 1,N t 1 LD04-173CO IG r .o� .� „ �► 1 i FS �� 13.07 GB MATCHLINE 'SEE SHEIET 1 � 1 � 6 FH PER IP % � 1.7 � �: ._ 6.66 FROM ECR - p HP 12, l 1. 13 75 4 FS .8q 3 TG �� �°� p '� "7 � so "� �o g LD04 173Co 8 , in 12 ,. t 1 S• MI 0 MEMO EEI 13 A IG s' v� Q Q xo ` ti°� - - - 4. �°� �� ,� �o '� rL 'Jx g t� Q �1 �T:3 T° +� r; -r+ 1 q�.0 12 t t : j 1 �. - a `� Co '1 0 4 o Q 4 F w 1 rF �I PROPOSED PEDESTRIAN .5 12. 17 •5 �' �s �w° �� ^a- • oQ �• oQ o� oe ,�"�•�° HpACCESS SMT. To HOA �" �-` jj FS �F �,� v 4r �. 4. 4. �. 4r �Q �a �� �4 ti w <v �, 1 .31c1, P IG 3• t 1 S t�.r �' r• E HP •8 1 1 • � .� .. .. . . _ .. . . -/' .. . . .. . .. . . 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T co 1 1.5 T ���„ 11 . 1 13.1 TG 0 (` 0 13.8 TG r--� �-�, I2.25 ti G 13. 1 HP 13.2 HFS P �. 1 L 4 HP .6 HP 13.5 TG 04 13.7 HP .9 14. 1 HP 4.2 HP4N4.4 HP © sE '71 / r PS ,7 s TC 14.2 HP �- F` Q% 13.1 0 �► 1 13• a 1 t �-~- / F`�` HP o 12'9 TG 13.3 FIP 13.4 HP 13.7 HP 13.7 HP 14.o HP 14.1 HP 14.4 HP P +gyp o J ....,_, t '�: P 2.7 ,- 1 12.26 �, P� = I� Q 1� A •3 F l Fol" se 3S 2.37Tq I go �• � �� .3 � �� �� � �c S � 1 �G 1 FS 0 s� sE see ® o c� 4 '� ..' r 1 g a �. 8� n (y 12.27 �' 11 • , 2 53 0 0 57 0 c� 1 . t �r ��J � r � � � 1� 13.3 % • FS l 7 Np ry se 3.5 TG 3.9 TG - 100 2 0 "` _•`--- c�. . 13 1 HP ,� 13.2 TG 2C T_ /2F •��.' "r 7 � � o 4.0 TG 4.2 TG % - Q% .6 � r 1 -1 G 13 •5 1 .8 (14 $ 12.17 �O� 'S TG NP � �� � 1 1 2,3 'n �.�°� 12.9 TG 13.0 TG c� 3.4 TG 3.7 TG � r G (0) FS .0 S �C 1.0% 1" AV/AR PER I P 1 .o%a 13' H T� t 13.2 TG FF - 15.2 -•w-- . 1 �P 14.4 1 FF -- 14.1 FF - 14.2 FF 14.6 13.5 TG FF = 14.9 13.9 TG PE = 14.4 MIN. LD04--173C0 �°` g 13.6 F 14 28 ^� �,• IG $ Fs P t i 12.9 TG PE 13.3 �, PE = 13.4 13.98 P 13.8 14.20 PE = 14.1 14.60 14.0 TG o o VO ' �G 13• ? 13.60 a 13.0 TG FS o 1 4 T FS FF = 14.7 0 13.7 TG FS FF = 15.1 a a FF 15.4 A•B p •, .-' 15 22 .� 13.70 o 3. G PE 14.f a - �� 3•$ C FS ,�, _ �, E 13.9 0 ; E 14.3 0 - ,�� �► E - 1 PSp FS o o F _ 14.4 14 02 T= 14.3 - - 14 4 HP 5 D 13. 1 HP 13.2 HP �' .- PE 13.6 13.3 HP 3.6 HP 13.7 HP 3.9 HP a 14.1 HP 14.2 HP 1 H 14.4 HP •5 P a -` 13-34 •r- o o o •� Q �: �t' '`�. r _ �G s4 r 7 f 1,13.7 HP 7 1'J 4 1•0% • rL �1 14.22 � �"���•• ` --- • % 1 ` .� �-- 12 9 TG 1 .�T j 3 70 13.4 H 13 91 - w � - `�?` 14 57 14.70 .. 1 0.5 13 0 TG = ,. 4 �© 4 1 FS ,-- © r � FS FS - - TC •� ---- -- - - 2:�-- 2 STEPS - 2 STEP _ c " STEPS t' STEP STEP STEP 2 STEPS 2 STEPS ° 1 ..-. �- s s s s s � ® 0 5 s s X 0 5 s �`�' � ° 0 0 5 s 1 HP ' S T 12.27 12.53 FS ® 0.5 12.95 FS 13. 16 14.33 13.51 13.64 FS 5.5 15.5 HP o t 12.64 FS C, S tea' 15.3 TG FS ^�• 16.17 1 `y C, `y `ti• •�-- ..`ti'C, �`y �' �"�'C, '�" •r, �- .s, FS t CF .. �.,, ,�� LAU R E� A C � � ��� � �� � .•. FF � 16.5 --� j� 1 AV/AR PER IP _ •• 1 75 1C''�� GF = 16.o PE = 15.7 r 9 I VATE STREET) - 13 ,� 14 LD04-173Co-Pyo F ,, ;• ,; 15.3 TG �` ,t 15.5 HP L J, �•. - 1,3 s ,. ," n 15.3 TG S '�. ill AV/AR PER I P 0� �• TC Q CONC. FH,, PER I r.. � 6 FH PER IP � .. .-�' � •• . . S I D04-173CO --� W_ r� j PER ARCH I T •�� C� L004-1 C �°� � `1'�, �, LD04-173C0�- T �' r�, �j ; .. EpP �• ,,�L' C' �� o ,'�' rc �, ..- . r. mc AIL 16.2 3 _:d r • 14.4 HP Y - • E CC •S$ ESMT C� 0.5 _2: 1 �. - PER TRACT 1276 nP � •�. ,_ •.,• � dik 2.8 � _� 12.51 �. �. - ___._ - � _ � 1 0� 14� 2.7% - :� � t" ..• ,. •.t.. .;-. '�• . •�CCE�S•���SM� _ 1Z• 1 .07 1 7 q% 14. 1 12 -z-4--�. 13.6 TG 13.6 TG 1 .6 TG= G M 1 .96 14 5 14.5 HP 1 •34 1 58 EOP 13.6 TG 14 32", PER TRACT 31276 00 ^ �C N14.3 TG 14. P 4 :. 0 CF FL t HP 3. 3 s 09' 1 e .-,1• % 1 �',� F : , ,� =I j l I IaN® FL 1 0 C C DWY 15 8 TG a r ?' ' r �► 4 1 1 22 0 S �r 13.8 HP 1 � �n �' r ,0 II 6 13, CONST RET WALL r 1 .� 13 73 13 8 HP __ FS PER ARCH I T X I ST. 1 AV/AR 11 C �'� 14 3 TG 'gyp- 14.3 TG 4.77 EO 14.55 �� y t - /1 .8 T ads PE S P. PE I T -��q 15.08 -.• 0 C S FS 14.38 ® 113.8 HP &AN PLAN16.1 HPp oP 1 B :9 0,2' -�:, FS �i s�:t HP : i- o h 15.25 FS �. �- FS 13.5 TG _ 1,3.0 ,_- 1 2� �, 161 M P =--,_,: FLP - 0 0 14.92 FS �' 14 27 M r. o 16.2 HP r- , j l a Ci, (D �� r- 1. w 'I I� R c� w t � I 10 �- �- ,-- 2 F-• -; a 14 3 TG °_,u-� �- �' ,� GF 16. 6 p 14 1 r' 00 � „� �, FS _ I .- :. a. �- �- FF 14.8 ' •0 E�C v+ v > - ci) '�' = 15 5 '`' t - �`pQ FF = 15 5 M t-- o- FF -- 14.8 w r�i o o 1 $ r--- FF c� _ c� 3cn C3 a u �-- , �-. °� PE 14.o 1 j" •' �� �� �' `�'• PE 14 7 t o �- �- f' PE 14 7 �-- F-- PE 14.0 = i- rn o u 2 i-- _ �-- 16.0 TG •se 0 w 14.5 HP aU C� COoo �- co °° 00 �-• 16.0 TG 0 16.1 HP Q w 3.p �2. s ^ s 1.0 �' 1 .0 .9 0 ," p4 ,- R I Q r � 1 .82 ti r� $ rG 1 .8�' 1 1 .o .1 . �, � 3 �3 � r- � � 0 16.1 HP " Ft5 � 0 12• 13.27 ,� �,•� �. � ' 1 8 r0 ° 1 .0 s ° ° 1 .0 .9 s pp 1 HP W 11�.74 h' 1 �- TC s �. �, .4 �,,,_ 1 �' s 1 � - 1 .4% = 16. .0• o� V - 1 w 14.6 TG �. c� c� J 14.6 TG 14. 14.6 TG • ._ 1 T N1. Q. u F 3.2 --�. 2.9 l I = F--. �. 21 � � � 1 . o o G � � 2° 1 O �--.� . . 19 �' o 1 1 �- c� s ° ° .4� I 16.70 c� •07 t , ': HP co 4.86 ° d a Q J l 3.9 H 1. 1% Oo co co 1 rn �n Q - �- P 13.7 T ° `-• cn FS 4' 0.2 �. �n ❑ d- 13.9 TG 14. 1 HP 13.9 TG w 13 9 TG �C FS T 13.9 H FL �`'i �► - �- I- FF = 15.8 .j . FS c� _ t� 3 �• 2 STEPS .- ; d" :, .- 2: �- c� �--. I w FF - 17. v- , �- o T FF 15.8 �- ca a• PE = 15.0 1 40 15. 10 FF - 15.1 `D 0- r- 14.0 TG 14.75 �, o _ X I ST 1 AV AR ` ° R-� C� 0.5 c� �I `b 1.1 2 II ,._ = rn o_ °'0 , o, PE - 16.4 , / r- �► W o cn PE - 15.0 �-- a S PE - 14.3 T_ o w r-- �" 14 85 FS Q STEP FF = 14.9 a- :, �` 6,0 - , •� 14 10 0 J ao 0 -- 1 '� w �.. FF = 15.1 - 15.8 T . '� �` a 15 47 .�- FS FF 17.1 • 0.5 ?3.7 TG PE Y 14. �� •$t: ..� 12.9 �2. .� oc FS = '-" �- 14.6 s as 8 2•Q c0 u N 1 u PE = 14.3 1; w �' �' VC-_ - 1 . �P rG 0 2 Fs = , E I PE 16.3 1 ILL • ao r _ d' 14.8 H r`�- � 0 = 0' � --� 1S t °� o 12 20 : 4.23 FS 13.7 TG �- 2.8 TG 14 56 n 14 8 HP r 14 76 ® .�- 14.86 ,:- r- , �' �- pp 13 9 TG �. 15 9 TG 6 2 T o / • 2 � ,� FS - FS 4 0 ❑ - ... 13.9 3.9 HP 9 TC ,- EOP .d. 0) ,, 16.47 HP 0 13, �- 1 7 1 0 �,_____ 0� - 1 .4� .- �`' 13.9 TG �- 12 46 4 w S ,,,7 14.6 TG ® r� �:o rr f. ® _. I 16-60 FS -. FS ? 5� 13 Qo TC 0 2 0%' 1.0% ;- I'. -- 1 1 . % 4% _ F 1 STEP ' 1 0 •ad 13 98 + U 14.4 TG --,�- �- -------.�- - o .--- 5 r / -- 12 4 13.7 TG 13.64 LP FS• 14. T P �-- _ F PER I P �' 22 EDP • FS-G •O 1 $_ 14 40 _ w E`p �-- - 15:64 ,. oma �"'rT.� Q 16 1 HP 1 '. 12 FL �'P FS f 4 0. � LD04-173CO 6 g,.. HP • 1 8� s. .3 � � I� . 6 0 TG •S4 ,.�... .�..., ,.w... _ ° .. :, ❑ deo c� c� 0 15 8 , 14.48 1" AV/AR PER I P '' 14.41 EO OP _ • . ' 65 °�� r 6 FH PER I P .-� o^• j. = FS D04-1�C0 �, s _ .Q� �;• � - o, � .; ° �.J"to a�--- U C? r,7 tet' �; �t r6 LD04-1 O ,� 4 T r- r rn `` -., 0� Crw-a ; 41 ' �c �¢. � '1 17 16. 1 HP �..' 15 32 •w o 14.6 H 7 ,. �- b I 0 Y 1 AV/AR PER I P - •-�-• • -••-••-- - t . - 14.6 HP 14.3 TG / �- FF 15.5 FS sQ . 1 2 �• ,� FS Q a - 16.2 ! `-' 15.46 - FF = 1 "� r- i r = FS EXIST FH N_ LD04--173C0 ~-�� �� � � 0�. 5 6 0 0 �� :1�1. u 0T1 D �. PE 14.71 � �. � 11.9 °' �r •-� I� ` FS PE = 14.8 ��`• �.' cl`'3�► R � N �' 15.61 Y "0' s7 •� '61a `� `5� 15 31 °� '`w ° - / / FS m .9� ,, �J 1 l 5.34 15.43 p� �- �' �- �- - �ti cn_ I FS ST �- �- f C' �' ��, J �'�� F FS- P FS 0 II 'n 1 T �- 04.3 -�5 9� ��' ,��, _ i- 213 i ►0- 1° oo _�,,.1 .2 2III1 .5 , I 5 9 / / 44 .... .� -• ......_ S000 --LP r- - ,-- s ° ° "'` 15.37-r 4--: ° �• oo a Y" J ,��' ,- ! c a_ LI c� F ..1 5 roti° .�- BOOTH BA� RO b- FF 15.7 0- ° .� ° " PE - 14.9 -. 1• - 15 f / (8„ W --� 14.7 T 15. 3 =: ° F / / C' d 1 TE °- 0 14.9 14.7 TG ,�. • � °� �~•��• � a a � Q. _ '- �� 11 8�'• �• ., � � � FS 15.70 � � � � 15 06 FF 15 9 � � 4' '� � �' 14.5 TG �-, � � � �� 00 � 15.73R _ �- I • T- �-- I / / S 8 � PE -- 15.1 r � ��- '�Z 14.6 TG "14.7 HP ¢ 1 t v a. c� 14.7 T J 1 .0�' /. 1.0001 C5 5.6 �./ S 14.9 HP �r �- n J HARDSCAPES PER 14-® . s � Cn '��• Q 17 00LNDSCP. ARCH I T. PLANS (TYP. ) (14.74) pp I-, 0 Y o2. T-w f� .1- TC ° i:� 1.0% c� � S Q ! C� • a 1 ��� T 14.80 FL o (14.64) o o °°� 04 aP � ��. I a cn co -oTIC a ,� 6„ FH PER IP ,/,, 500'f �� CD f' �� �, ,� LD04-173CO (� / � 1b ��! o- LO u' o� �f r2J%-,o2 ro Go -� 14.65 P� c' / .'" Z F� 15.42 C� 00I • .p CJI 5 15.21 r 1• a SOP . _~ J B- S-1 (11 - O rC �� 1 S TEP 14.8 1 G ° � 6S � CL' 0 � • 4 0.5 ° 1" AV AR PER I P �� r � ,/ '2 2'' 9 0 � 0100 J N%.00"' .001 1100 ** NOTE: P A SHEET 7 FOR UNDERGROUND AREA DRAIN DESIGN 0 '' PLEASE SEE ca �� CL •� 20 0 20 40 60 0 ..- z CONSTRUCTION NOTES 6 CONSTRUCT 4 CONCRETE SIDEWALK PER C.D.T. STD. 401 (2% MAX CROSS SLOPE) 0 -1 � ..• Of ODERGROUND SERVICE a w ..--- �- '''� GRAPHIC SCALE 0 PLANNING ■ DESIGN 0 CEINSTRUCT113N � � - it CONSTRUCT RETAINING WALL PER SEPARATE PERMIT � �. � �° ALERT _. �o '� � � � o CALL TOLL FREE 40810 COUNTY CENTER DRIVE,SUITE 100 S F ,.•►'~•■' r r _ L1D05w248GR z 1-800-422-4133 TEMECULA,CALIFORNIA 92591-0022 � < C❑N 5 U LT I N C 951-676.8042a FAX 951.076.7240 a www.RBF.com j 1 ..-■''�� 1 L 13105w 1 42G R --j TWO WORKING DAYS BEFORE YOU DIG LD05w045011 0 ' "' DESIGNED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC D BENCHMARK 0 E g S I ,� Drawing NO. SCALE q� �H� RECOMMENDED BY: DATE: 1 1CITYOF TEMECULA DEPARTMENT OF PUBLIC WORKS 7101 RBF 1 REVISED ALLEY GRADES �' p RJB, AC RJB, AC J. TANNER T 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN Yl /�/ CD Contractor CD 1/07 RBF Z2\ADDED STEPS TO LOT 52 CONCRETE CURB STAMPED R I VERS IDE HORIZONTAL ,�� Plans Prepared Under The Supervision Of _ COUNTY BENCH MARK T-46-81 RESET 1997 ,,,. ACCEPTED BY: DATE. 7 a� � � TRACT 31276 Ln EASTERLY OF THE CENTERLINE OF SR-79 AT �' No,60132 �' 08PUT-%1l DIRECTO OF PUBLIC WORKS/CITY ENGINEER ��`� `'�� AS NOTED PRECISE GRADING PLAIN Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE Eac . 830 08 - _ Da t e: �'"' DANIEL A A. YORK Q OVER SANTA GERTRUDES CREEK; 4.5 JOHN D. TANNER III FOR AND PURPOS S 0 LY FOR AND PURPOSES ONLY xLOTS 1 w26j30■60,62■665 �- NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL J�► �'1 y lL 1 2 , �. a Date Completed CONCRETE SIDEWALK. 'l 0@� 60132 6-30-083-31-o8 :iae�::: - E` 0 �1� R.C.E. No. Ex i res R.C.E. No. 43212 Ex i res ELEVATION 1097. 163 N/A OF p prW • °� SWALESHEET30F OF 7 DESIGN .. 1 CONSTRUCTION NOTES 11 CONSTRUCT RETAINING WALL PER SEPARATE PERMIT 5-1 / IIIN 39 H E TON R 3 am.-I -I 38 mo-wo _"r'.•-.' ---w_ `` - ....,_ - -•� ..w..�. rw.,n. '- • • '•• - - - rw.... rrr- ' -"ft-m45,42 2 --- -•mow.•-•••.�� .. 54 d 1 ft -may +.w".r •� -r.,N„r ...r�.w..riw .,�...�..-.nw � .r," '.rte -..-�� O ft A 5 %42 1111 1 �1 - , "�-�-.. •• 'w'r .....,.» 'r'r' .....,,. .r.r .,,..,■ .rrr .....L. ..».... ....... ..w� -.w+- =2.92, ,...w+ '•�T , ...-! 1 `"` ... '\ ----_ - --W- -- - _ 1 =71 • 85•() -� 55.2$ 12.7 TW 10 2.8 TW 46 , ho p=p 5 O 1 11 0 1 1 ._..., = �16 , 23.95 a 12 48 48 R-793.00 L- 4 5 1 1 1 232.70 �, .� 18.3 1 1 _ J R -� \wI 9 12.5 TW .� N - 9. F ` $. t- 80.54 0 _34 ..:.- 1 o 6 1 �, QIII -HM 0 6.1 12.5 W 9 5 00 -94-17 .�.T� _i `� O, . 11 49 14 Q.LrcJc�l,' -5 IFO � .00 _ 2D. 10.D7 N LNC S wBMW 1 C%:3 ,,� -09.84 .r 10+14 5a 26 2 ,. -- Q WY• q D WY. . D W� 10+18.97 W-1 fi , W Y. � .7' �' YW=16. 9 _� .�. 1 W-1 1 0 'i q D WY. 24' ,. sy, - 4� 1 W=16.1 87.09, - •S S V4 27-00 00 Cq Cn t Cn7 4 1 0.5 o.5 �- 5»ao - a 16• ,� W 431 15.19 t 4 E co .9,3 27.9 0 20 • "� 7.63 .•.,tea •.- 7 w ..w.r 1 1 i' D W o 15.7 10+47-89 Y• o o °❑ R -T W- PROP AREA .� ...:. , ; c� t � . � ;, . - � D W Y. r ,,o 0) DRAIN ESMT...� W=15 7' Qi. 1 15-115 C7 1 a. 9 CD Aj 910 00 b. •� o o .- , 32 0 34 SQ 0 94 00 50 95' -� ,. 65 31 • � E0 .66 1 44 2 42' � BRISTOL ROAD ,�. 15+89.34 BRISTOL STR- T _-- w 5 0 =10+00.00 ASHVILLE NE "� I 0 (PRIVATE STREET) L19 I NTERSECT I ON 17 18 - 4! 18+74.56 BRISTOL ROAD N 3 4 4 0 , co 3 20 �: 77-95 A o t�„� �--`�' t� �' �' t� "'c`�' '��� ,�. '��t� c� =10+00.00 SOMERV I LLE LANE 3.00- 1 � co a... [� [� �. N � to � r�� �,,r P .E .-. V CO • � . �o ^� 14.5 TW RET WALL INTERSECTION -EYP �- �. ,�V%I ti ,� .. �-,� .a` '�. ,� *-.� '`•.. 11.8 FG PER S EP A RA T E PER M T -+ - S.. 14.9 TW 6 90 ` 1 ., �-., 11.9 FG 3 1 �n 3 .00 9. 13 r. 8.2� 32.00 /32.00' cn 3 .00 32.00 .ao CP C_ LO 91 0 �`• l 07 a,Of25, 9. 14.4T W a' D 4 4 12.0 FG001v 1; ,meq otP �• t , r6• .-- 4, 4► -� 4 4. 4► 4 w �� o `,-, o• a� _ - '•. �! V � ^.ti,,. - ISr , � 111 �- w .. .-.. Q 3 17 • � p � a .. ' :,• �- 3.63 • -4430- 471 37• 16.`� ,. cr 21' , , , , ► �, 1 o• ' 5� 4 441 .4a 21 �O B w N F- 00 ' ' CSR�' 16 , . '�l� 13• _•.- •�•GSR 00 2.36 4 E N cr y C] 5 4S 1.49 N 77 . Rp1N o • _ _ R _ 21� � �0 6 � o a µ-a• 3C - - - ARS � u7 4+56.9 S/ q oii Q o 0 0 .10 W p�OP o 0 0 0 0 N wY o 13G X16.1 • W 1 W�16 r. r. R 00 00 co o c co 00 00 00 o0 00 � 1 FO I U4 r-� 1 A 1 N d- 10 L42:7 ar Ic 5 L tv a � � rr cn ori� 9»39 -7 a 10 f85 0 wi � r�i °° d+ C) F;T Cl +- tri ao cU .-- ori �- Ln Q � + C) + C) + Cj + C] r-- i► N I I 11 � Q .1 ...... � (� u �y + � 11 ` II 'I• ��. _• '`.' "��• '` � A w D svo to t!7 � so D �'�► AIA� �_ A -mow 0 Q 6 ��IV .� 40 60 Sit NI , 20 0 20 14 42.75 •23 32.000. 32.00 32.00 32.00 or 33.45 32.00 32.00 HARDSCAPES PER I LNDSCP. ARCHIT. PLANS (TYP ) w V)MATCHLINE SEE SHEET 5 GRAPHIC SCALE. --- U W LL' CL _ C 7 a Q C� UNDERGROUND SERVICE p PLANNING ■ DESIGN ■ CONSTRUCTION ALERT 0 0 CALL POLL FREE 4oa10 COUNTY CENTER DRIVE,SUITE 100 Z �■ ■ ■ 9 �9t-�o22 1-800-422-4133 -MMECULA,CALIF MIA 2 2 L1D05w248GR _j C O N S U L T'I N 13 951.676.8042■ FAX 951.676.7240 ■ mm.RBF.com LD05w045GF1 Cc) TWO WORKING DAYS BEFORE YOU DIG U DESIGNED BY DRAWN BY CHECKED BY Drawing No. � CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK OFE5S1� D BY: DATE: rl/� v' CITYOF DEPARTMENT OF PUBLIC WORKS SCALE �� y� RECOMMENDSTEMECULA „ ! RJB, AC RJB, AC J. TANNER /07 RBF 2 ADDED RETAINING WALL 1201 3 1/2 DIAMETER ALUMINUM DISK, FLUSH IN Asa. �. ��/{/� �n O CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL jZv Plans Prepared Under The Supervision Of Contractor - OP 'r,.� �" ACCEPTED BY: TZ04 pTRACTLn DATE. a a �F-PVT` DIRECTO OF PUBLIC WORKS/CITY ENGINEER COUNTY BENCH MAK - �.�. .�.� �,,,� _ EASTERLY OF THE CENTERLINE 4F SR-79 AT uj No,60132 r^ PRECISE GRADING P AS NOTED Qc Z, - Da t e• YORK TERLY CORNER OF THE BRIDGE � DANIEL A. THE SOUTHEASTERLY '��'`` `'' LOTSInspector Exp. 6/30/08 _ -. � � Y FOR 'AND PURPOSES ONLY �.i.. .,:�•-�•f:�;� ■'��3y3O■����i�■ � Q OVER SANTA GERTRUDES CREEK; 4.5 �, JOHN D. TANNER III FOR 1 AND 2 PURPOSES ONL 0 1 2 ...' .Yt:' NORTHERLY OF THE SOUTHERLY SIDE OF THE VERT I CAL ��► Cl I\- a Date Completed e t e d CONCRETE SIDEWALK. f` �0� R R.C C.E E. No. 60132 Ex i res 6--30-08 R.C.E. No. 43212 Expires 3--31 OS �a�,6T., ° SHEET 4 OF 7 p 1.1 P » ELEVATION -- 1097. 163' N/A � � Z ......... . .... LOT NO. �EVATIONR*� ENHANCED SIDE BACKWATER ELEVATION LEGEND TYPICAL PRIVATE DRAIN THROUGH CURB DETAIL I � RAW 1 YES LEFT SIDE NOT REQUIRED us 5, INSTALL 2 YES N/A NOT REQUIRED R/W REMOVABLE PLUG I FL OF PIPE 1/2" - '~ SIDEWALK PLUG VABLE 3 YES RIGHT SIDE REQUIRED A SPANISH FRONT YARD WALL � Q FBOWLINEOVE TTER 6 4 YES LEFT SIDE REQUIRED I - 2 INVERT ELEV. q 4" PVC 5 YES N A REQUIRED B CRAFTSMAN _jPER PLAN TG PER PLAN '� 32 YES N/A REQUIREDC COTTAGE 33 YES N/A REQUIRED5 3" PVC - 5.0 LF 0 2% IE PER PLAN 34 YES N/A REQUIRED p PRAIRIE UNLESS NOTED ON PLAN) Iy INN"I I 35 YES RIGHT SIDE NOT REQUIRED P�-� 4" PVC I 36 YES LEFT SIDE NOT REQUIRED " MONTEREY '(G P R Q�.PN SLOPE PER PLAN 37 YES RIGHT SIDE NOT REQUIRED VARIES O 1 1/2" MIN. COVER 38 YES LEFT SIDE NOT REQUIRED F ITALIANATE TG PER PLAN 39 YES RIGHT SIDE NOT REQUIRED IE PER PLAN � 40 YES RIGHT SIDE NOT REQUIRED G COLONIAL � INV ELEV PER PLAN O� 3' PUE ` �� CURB & GUTTER 3"x4" REDUCER 4"x4"x4" TEE � 41 YES LEFT SIDE NOT REQUIRED LEGEND 5' S/W y I I 42 YES RIGHT SIDE NOT REQUIRED 43 YES LEFT SIDE NOT REQUIRED � � 3" MIN PVC (SCHEDULE 40) � 9to 6" I a jj Z 44 N/A RIGHT SIDE NOT REQUIRED "" � � N� 45 N/A N/A NOT REQUIRED 2� LOT NUMBER / I I I J_ � 46 N/A N/A NOT REQUIRED �""" ' � �' � � ELEVATION SECTION AwPi 47 N/A N/A NOT REQUIRED � - �� ,,,,,, 48 N/A N/A NOT REQUIRED 'IC PLAN TYPE/ELEVATION ` I � PRIVATE DRAIN THROUGH CURB DETAIL 49 N/A N/A NOT REQUIRED R REVERSED � 50 N/A N/A NOT REQUIRED ` ` - 51 N/A LEFT SIDE NOT REQUIRED � """ -~- --_ __._ ,_ ---- - --"' � �~ ` � I *- INDICATES LOCATION OF ENHANCEMENT ` - _,. `� '� -10 _._ HARVE!%TON D RIV E ,S ._-- - '' f )9 ,, N.PINAN" 38 ... offiNNIN-1 a "' -- "" "' `-- -- -_� _... _. �. _... � _. -- --- --- _ -- '' � - ' a�O,`�' ,_,,, SD) fit )NNNNNN _ _ � _ _ ,,,_ ... --- �� --- ^h�� � � -- � -- .,,.. 1 C09 IN PROP. RET 1�IALL �� 12 q T� � 1.9� lE �� (09.33 jTC• .. '-- �°�Co 0�� T�, 0� �` R SEPARATE PERMIT � � gp lE � � ESM "' � *** NOTE: PLEASE SEE SHEET 2 FOR SWALE DESIGN rce�g T°8•ss� �o$�� J ��" � 5 111 10 lE 4 AG � .3 �,.C1 IE , PREP, AR�A�D � � �p , � 111 CONSTRUCTION NOTES --�. -- ---' �• p, � S� !E� 1 A 2 INSTALL 4" P.V.C. SCHED. 40 13 10.9 T� 0.9 _ _ �" _ _ v' � - --� '�' �� �C/ FF 13.6 lE , 1 IE, _ _ L��_ ,�--*�- 12.2 TG o N ,,, `� � � 1,.� O3 INSTALL 6' GRATE PER N.D.S N0. 40 OR EQUIVALENT 10.40 !E 3 � 3 •41 !E \ 5.7a - - - - - _ - - - - - _ - - - - - - -- 3 11.70 I E 12.3 TG 3 � 12.4 TG �rn PE = 12.8 (0 � 9, TG 11. S 11.80 IE 3 'o f cr a OF `� 9 � I� 9 9 1 24 8,g' S.99 r 3 1 .90 I lE aa"`� ''i w� 12 8,g3 lE 4, if REMOVEUSD PLUGAAND INSTALRHOD CLEANOUH CURB T C.O.T. STD. 303 0 7 6' I�' 3 7 IE 9.14 1 61 62 . wr,)-\-7-3.99 11.75 I � ��•95 ,.� �oA 1G 3 �F�. � � 9.11 I r 11.19 I 2 73.99 LF 7. 4 F A �G 3 � 1 � � -..� � Oq, FF - 12.1 �ae O 7.42 I i l. � �7 � 0.78 11.85 IE � 0.77 2 12.52 7 12' °'.0 `� VC E = 11.3 M co* � q, 8 .7� 3 a TG � �6 5 8 � � 5 L 10• � 1 \ a��1 10 1 1N E5M� • Q O7 INSTALL 3" P.V.C. SCHED. 40 cv z 7 12.2 TG 4.3' � 2�� � o �ar 7 ��•�� JE d' 12.2 TG 3 r � � .5'' 7 2.g Z � 2.0�� N G 1 A � Elf8 � �$ INSTALL 6" P.V.C. SCHED. 40 5.85 3 2.2 TG 3 11.70 IE 12.,3,�TG � 7 = c�'o .� Q���� N �� �.'� 10 8.52 IE J 4 � �' 1.11 [E 3 11.34 fE "� W 11 80 IE � 12.3 TG 3 2� �3.7 � �� 3 � �� � .0% 1 O INSTALL 8° P.V.C. SCHED 40 1p � � 37 ts � 'p * N V „ l TY r--,-" 1401 $ � N EH � -� u� 3 11.592.2 TIE 11.70 [ER1 . N6� '9 TG � ,r . FF = 12.1 EH r� , �rj I I � � FF = 13.5 9• �0 1 , 10 INSTALL SD CLEANOUT 10. °p � d'a� PE - 11 .3 �� '^ 63.00 F �� i,., FF � 13.4L �n � t.69 It:. 10 9 T� 7 - 0 3 ,� . 2 1 Ci ... FF 13.4 PE = 12.7 � IE 3 10, I 10, a 3 � � � �'9 �° 10.89 I `v � PE 12.6 '' � � pE = 12.6 1 PE = 12.5 _, N• w �' 2•0 �• CONSTRUCT RETAINING WALL PER SEPARATE PERMIT 7 1 E 8 9 T� 9 TG r�vi E' 3.4 �v 7 � 7 .7' 6. 12 IE � 7.08 3 �O � 11. .6 12:1 TG •�� ao 70.02 LF t° � g. 9, 9 3 0 TG 12.2 TG 12.2 � 7 6 2SG 3 '-��r � r� 1 , E O 12 CONNECT 4" P.V.0 SD TO BACK OF EXIST. CATCH BASIN 10. 3 3 r 3 11.60 [E .73 2 �- 0 0.91� P9.p 9 TG 10. 0 1 E � 1 12 I 2.6 � � 12.3 TG144 5p lE r i9 � �N� 10 �� IE 3 10.95 I 11.31 IE 7 � L�2 11.34 IE 3 * ' � F 2 1�• 1p.8'�i 1 a ? �J1 .� 1 Jg1N14 pIp � 13 CONNECT 6 P.V.C. SD TO BACK OF EXIST. CATCH BASIN .40 � T 7 12.2 TG 12.3 TG 0. 6% �8 � p LF 2 1E �� 3 5 1p.6 TG � � 7.53 7 � � � 0• I 11.50 I E 3 3 1.5& I E AO' 7 +1'D N c� ,-� A. 1 g.21 � 14 INSTALL 12 R.C.P _ ILL •,ri 36 g. 16 JE .4 ;10 = r. « 3 '� 1 4. 1 .7 7 11.9 TG 11. TG ��se .3 11.9 TG 4,3 � 2.3 � '25 I (1Q 1 r�Y � ao FF = 11.9 � TG 9.� 10.8 IE 3 11.04 [E rn 11.40 [E 3E 3.4� j� 10• a�� 0 0 2 •,j� 15 INSTALL CONC. COLLAR TO CONNECT 12" P.V.C. TO 12" R.C.P. PER N FF � 11.8 ZC * 7. � � N PE = 11.1 ^ 39 rn o g. 14 1 e 3 ao I I � 7 lE11.8 � Q ,,, .0 � 1 � RCFCD STD. NO. 803 v' r� � 41 0 11. I W 1 A � INSTALL 12" P.V.C. SCHED 40 F r� � 2 �, .w 3 .8 TG � �n •.» fi 3G ori FF 13.1 R � 10. N 4. 12.2 � 11. d� 6 �, 80.6 T� EH g � � v>� '1a 30 �e `.,;`� R `° PE 12.3 z 3 12.2 TG � R EH 7 �� G 3 L� 10 3 89 3 7.013 � b SO � i n N �-' J� ,� c'' 3. EH 11.28 I � �� lE � /- ? � 0 11. �� 7 � 0 n vi PROP. AR 7.2' I 7 11.18 IE r 2 2 8.0 7 �+ � 10.50 � , 1 31 0� � � t. [ 11.14 [E � 0 74% I �G 3 � ,� �11 � '� � �� ,RAIN ESMT. o EH �� 10 10 7 l �,7 0� ,/ 11.2 T� � 2fi jE � TG 3 ,�, �O' 6.3q IE 3 g �^ 8 3� TG ��~ � N� `�' � � � � � 12. TG 3 � �� � � 5. 1 J#(X �� 3 68 69.00 lEf � � 6.55 �E 8 fE `3 w S S 7 � r 2 � 0.84% 11 . 12 IE 11.19 [E 10 ❑ 11.37 IE 11 .5 101 / 9. � 3 2 0, U10 4. 0.7 . 1.03 I / .7 � �7 1 .0 R M 17 3 TG 11.8 G 3 11.9 TG 3 3 11.7 TG / 11. 8 fE 0 LF 11 . 16 !E � �� �- � 10. 4 [E - 11.20 IE f _ 10 - U• TG--- ,27 r 9.48 _ - 0.80 I _ � 10 7.70 LF - P• D -- ;.> 1 .20 I 3 3 10.7 TG IE / S � - - - - - - - - 8.78 LF-7 � 0.91 � � E 8.46 IE �.. 10 �.49� LF � � 0.91 2 11 .52 TC 7. L 2 �o ^ ' � 2 � 4 BRI�TOt�Rt� � � o.�3� 4�iE 11.55 TC 4 � o.�s� ^� ^�,�- Q' 3� �� ^ � �� �f�. � 10.46 I 0.50% (PRIVATE STREET) 1�•16 11 .09 I $„ �- �- a �� �H 3 g 10.6 T� � , S ^ 19 `- Q �Io.8 TG ��� �v FF = 11.9 6.57 IE R� ' 7 ^ ^ ,� 18 v a� z JE.� 3 10.7 T� PE = 11.1 v v v �F 1 op p°w 4 _ �( � 11 .57 TC .0 .74 13 7 3 3 10.7 7�� ,�6 _ •� op p�° o p�° od off° p� p°I� �• `�� 11 . 11 IE 4 W � � x....7.57 JE 9 IE `� h� `� 8" W- h9'(�- ��ti � O�y 4. 1' 12 c� � � YC <yA PI%a � �F 10.76 TC 4 10.93 TC 4 11.08 TC 4 11.2 4 11.40 TC `_ 7 •89,°6' F 2� 9 �E 7 10.30 IE 10.47 I 10.62 I 10.78 IE }o-g4'f ��.40 3 10. �2 � 2.0 10.92 TC 11 .07 TC 11 .23 TC 4 11 .39 TC 4 11 .56 TC- JE11.21 IE NNNI! 1 ,of . .4 4 4 10.72 IE 4 10.77 IE 10.93 IE 19.0 LF2 2 �-- -�.1 � 2 2 �G "S 1 \61 � 8,27 30 00 LF110.40 IE 10.46 !E 10.57 IE 10.61 I 10.88 IE 11.04 IE 11, 1p [E �� Iry FF = 12.1 2 '2 7 10.56 IE 1 ,6' 1 .87 E _11 .03 I 11 .20 IE � 2 � 2' �- �E 0 11.64 � � 1 � E n O �.� � J. � ' � � -(G 3 �,33 1 � p.2� l�2� � a 5.0' 4.0 4 4 2.0 I 0 a• G PE 11.3 8.2 / 7 � 7 10 � 12• 1 00 n cv L 1. 7 ; '' 11.0 T6 `�i 6, S•4 5' 11.02 I 11.02 I 7 1.48 I 7 � 10 2� 1 11 X76 0 7 � . � 11.38 I7 ------ 4.6 � � 5.51 LF 2 lE 11 1.3 6 1 A, P1P�10 A R � 10 02 1� l0. 8 11. 7 IE ...7. 11.44 I 2.6' -� ; � 2. � 1 1 9• 1 � 5� LF 1A 3gC0� LE r 3 LF :--� o : o 0 0 0 0 0 , �ti 11• Q ,p � g. 1�� ��� p.�• 3•oO q � / 2 3. .6-Q 4. 1 .8 9.36 IE 3 13. 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TG R211012.40 [E 3 12.70 IE 3 12.80 [E 3 13.00 IE 3 13. 10 [E 313.40 [E 13.40 [E 7 � 1 � 3.9 � 2 Qy FF=XX.X p 1* TYP DOWNSPOUT 1 � I E U,3 � a � �'87 I `}'� 1 � � INV = PAD-0.75' PE=XX.X IE PER PLAN U 9.07 T� 3 S x.08 E � S 2� 2 7.6' 3.9 .9' 4.3 � 5.2 � f,'�,'.� (TYP) � 7 7 7Ie L 10 21 5 � .4' 4.4'� � 4.5 7 � 4.0' � 7.3 � 7 7 � .6' �N�,�N'� O IWAarcif �� I 3 11.2 � �^ - _,_ 13.8 TG- - _�� t�-1 NE x.54 I� � --� '-`-� 13.t TG 3 3 13.60 IE 1' .4 TG 13.30 I E S�EET�� 4 �O7 LNDSCPAPES ARCH I T. PLANS (TYP. ) �2.6� 12.90 IE Q ��; N MATCHLINE SEE SHEET ,�7 P TG PER PLAN TG PER PLAN U I PE LAN PER PLAN 3 � C� Z 1 UNDERGROUND SERVICE ALERT PLANNING ■ DESIGN ■ CONSTRUCTION 20 0 20 40 60 TYPICAL ROOK DRAIN CONNECTIONS N.T.S. � i CALL TOLL FREE 40810 courm cErrrER owve,SUITE,� Q LD05w248GR Q � 0 0 TEMECULA,CALIFORNIA 92591-6022 GRAPHIC SCALE 1-800-422-4133 U LTI N G �1.e�g.�o42. FAX 951.878.7240 • www.RBF.com Q L13105442GR � CDN 8 LD05n0450R Q U TWO WORKING DAYS BEFORE YOU DIG n Drawing No. CONSTRUCTION RECORD DATE BY REVISIONS DATE AC BENCHMARK SCALE Q�OFESSIp DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY: . . DATE: NN-Il� b", CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS -- '?/0g► RBF Zj\ DDEO ROOF DRA[NS J 3 1/2" DIAMETER ALUM[NUM DISK, FLUSH IN �tv0 O 11, tgNN-'� � RJB, AC RJB, AC J. TANNER p 0 RBF 2 ADDED RETAINING WALL "I�/IN' i CONCRETE CURB STAMPED "R[VERSIOE HORIZONTAL y '�� � 'Y� Plans Prepared Under The Supervision Of ----- INNNNZONNNN07 0� ACCEPTED BY: DATE: TRACT 31 Z78 'n Contractor COUNTY BENCH MARKT-46-81 RESET 1997" � � .►@ �„ R ° c EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED a x•60132 A ���� Date: � ��- '��pUr 1 DIRECTO OF PUBLIC WORKS/CITY ENGINEER v` ''` � PRECISE GRADING PLAN � THE SOUTHEASTERLY CORNER OF THE BRIDGE � � 0/30/08 DANIEL A. YORK g :,. ,- p LOTS 1■^i8 30-60 62■GB GH ~ Inspector -0� P � dNLY ., `� OVER SANTA 6ERTRUDES CREEK; 4.5' � JOHN D. TANNER III - FOR Q ANDQPURPOS S FOR Q ANDQPURPOSES ONLY d : �: � � � a NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL J'� C]���. �1 �o •;:•::• •�-' :�'t ' a- CaNCRETE SIDEWALK. � jf FD R.C.E. No. p i r es 6-30-08 R.C.E. No. 43212 Expires 3-31-08 `�'•o,�;sad oQ� SHEET 6 OF 7 Date Completed ELEVATION = 1097. 163 N/A ' o` c��.� � 60132 Ex PRECISE GRADING-AREA DRAIN DESIGN66JZ_ 5•°0 �F 2 CONSTRUCTION NOTE'S ► 15 „ INSTALL 4 P.V.C. SCHED. 40ssfo IG1 IWAT*C2 1 7 INSTALL 3 P.V.C. SCHED. 40 INSTALL 6 GRATE PER N. 7 3 •4 9 3 E D.S N0. 40 OR EQUIVALENT 9 INSTALL 8 P.V.C. SCHED 40 E •9�1 " F PDQ 1g - 54.50 7 � o a .0 S 11.3 � 4 CONSTRUCT PRIVATE DRAIN TRHOUGH CURB PER C.O.T. STD. 303 1 INSTALL SD CLEANOUT Z 1• 9% A� N TG @ A D 3 11 5 REMOVE SO PLUG AND INSTALL SD CLEANOUT 11 CONSTRUCT RETAINING WALL PER SEPARATE PERMIT 7 7'3' 12•$ �G 3 3 TG 8.42 I 3 F 12.5 AG 5 n - si NOTE. 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T PE = 14 4 @ 0. 2� ,n TG 3 �F $ PE - 13.4 7 w PE 13.8 7 2.79 I w PE 14. 1 el 13. za 7 �; N 40.00 LF 73.47 L n 14.0 TG ^� - 12•g0 �'v 6 �° A=% 13.0 TG 2 D.56% 3.3 7 13.4 TG Q FF = 14.7 , 13.7 TG n FF = 15.1 v 3 r� FF 15.4 vC , 7• 7 � VC 3 °� 13.29 I 2.33 I E 7 3 E = 13.9 r` 2 6 7 3 oa � �i r' ,• - .. �. • 1 12.68 I 12.99 I ,. 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R T WAL • _ ! :y -6 0 LF 7 - �. 7 PE SEP RATE F ERMIT �, •9 _ „. @ 2 9% ` C' 28 2 E �-. �- 6 , 7 7 24.6 3 � 3 3 1: 3 7 27.08 LF 3.5 TG 3 r r 13 8 2 �u �F• 7 2.0% c� 0 - a i -j (D w a w w 3 3 ❑ ® 7 @ 8.9 7 12.1 0 0 r • 0 •4 1 '` M d- ' � 14.3 TG 3 3 2 9 40 I E FF = 4.8 2.7 oo Ua N oo ,�0 3 � o cn r r-- 29 07 LF 3 7 1 .20 TC _ 3 5 1 + o02 5 . 1 1 � �' - FF - 15.5 � •°Q 7 _ �, FF -- 15.5 , ,�,, 13.08 I E � . w c�w �- r~r ��� @ 9.1� 2 PE 14.0 I• 101 �H 4 2.74 I E �-�, ��.' � © � .2 - �. �,,� � .-- � PE � 14.7 •; �-�-' --�se 4.00 LF "� 16.0 TG C ,-- 2 PE 14.7 cep .-- 7 w cv ] 7 o cn 2 7 .8 7 R 2.7 7 3 1T.50 I E o 8 J 5 1 7 FFT 14.$ �, N @ 20.0 9.4 7 I E 16.0 TG /2sw\ 13.00 I 1 .73 '� I~---- °� 5 68.25 LF 4 w 7 7 49 I 12.,3n r 13.32 TC 7 4.9 � PE - 14.0 ? � c10 3 13.6 TG 4 -7' 13.6 TG �," 3 13.6 TG 2 N-i - 15.50 I 3 �n F � 4 7 �' � 1 .8 .,- � 10. E 7 3 [1.72 I E; .5� Q .---,r- � 61.06 LF R 4. 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J PE 15.0 3 ►, 3 o �' FF 15 1 5.4' R P = .t '. - _ •6 FF - 15.8 �-- ,�, r 2 1 ,n �2255 0G LF E 16.4 P FF• �- 14 n, 1 CJS" 2 ( } c� 3 2 3 o o _. .�, 4 2cv _ 7 15.8 TG2 9 43 LF .., ,�' t^-�. o .-- no F-- �- 1.99 PE 14.3 _ 3 �n to } - 2 7 3 2.8 PE 15.0 ' , ; + , � 26.53 LF 15.31 I E .- . 12.69' ��� � TG ' � Q2 28.5 F � 7. 5.2 � � �- � 8.4 �• :f• .�. 4• `- 3, � FF 15.1 � � � 2 �� 3- .L�•, , 2 d _ 3 1�. 1. d-- @ 1 2 `�'� �:�• _ 7 7 - LO 7 co 7 00 0 PE = 14.3 R 9 12 -; ® 1 1.3� _ 7 *� 7 �2 4 5 VC � p �. 2 5 2 n 7 4.0 3. o, 13.7 Tr. It p I- � 7 . cv3 > c- �y 7 7 9.19 I E �n �t• i p G Lima 7 4,3 2.40 I @ F �0. , L b, 7 3.9 TG �� 7 5 °° co �. .28 E . 0 0 97 8.9 7 4.7 7 3 1 13=9�--TG� , f •-- 3 13.9 TG cfl �. c�i 5.31 - 12.78 � �.-...W._ 1 �0 � LF • , ""''�` 3 r 7 .6 .9 TG 3 � u -. � F 17.1 47.95 LF 13 35 I E 23 50 40 00 LF 14:Q I E 3 ,72 10.wig PE 16.3 J - 72 -.._ 6 5 �5 �.. 10 13 41 I E - :.. 13.7 TG 7 2 � a4 �F 10 1• 2 ® 1.29' 1 I � � 32 L =��-, @ 0.74 @ 78.92 LF '^` 13.2 3 3 13. TG � ,0 11+03 1 7 - 13.08 .� 11 22 Y 1 E 0 I 12 5 r - ,.. .�-� :; �I :r 14 3 TG 14.3 TG 7 @ 0.7290 3 I E E� ��"".:. y � 3 3 16.0 TG . :j t ¢ 9.70 I E © 11.48 4": 7 7 F .20 IE LL- 10 9 13 IE � � 000, 144TG 0 7 13 •r �N � ;. .. 3 ,n 15.15 I E � .a 66 �• •. _�1, I .I 3 14.3 TG 62 LF 2 FF - 15.5 2 3 @ 12. 190 co _ 1 D p 1 �� 3/4 7 7 6 PE 14.7 J a,-, ,� 1 Q 15 11 I E LL- EH 2 o R 15.9 TG „• m •�.' -�' �` `s.J `5) 2 --1 "�.- - . - .' - 14.2 TG .cv cn -• 0 TG, ���J �► J �' 1�•� 3 0 3 FF = 15.6 i 12.46 I 3 3 T r: 7 2.6 b' 14.99 I E 3 1'5.04 � � 0.50% �' � � r��., �J n N �w � 2 28.00 LF . 7 I . 1.$' � �� :••._•; � •-,. j 0 3 �G F-- ,r. PE 14.8 @ 14.11% 7 1 .04 Y 1 . 4.3 © 00 '�? rn U 2.84� 32 1 rn 2 bCn :,: 4.4 TG • 7 3 4 14 5TG 14 TG 0 X00 E 4.3 1 ' 4 1 ' ' 7 3 13.50 IE 3 0.0 �• `' 7 7 7 7 2 .11 `n _ _ .. BOOTH BAS' RSD �, 2 c' FF 15.7 7 ,c• Ln 711 3 @ 14.890 2 PE = 14.9 8" W- 9 6 1 7 T a J 8.61 I E /-z-N14.5TG 3 00 7 3 �-- 5 2 < 14.20 I a "� 4 0 �9 ��� •` '00 oo FF = 15.9 14.5 I E 3 5 r,rw HIPE = 15. 1 , s 8. . i• (� • 3 2 3 23-- 28.33 LF "? cv 1 • , 2 14.6 TG @ 15.07. 4 3 1 4 LOT NO. ENHANCED REAR ENHANC D S I DE BACKWATER Ta o cel 0 14 7 TG ' 7 ' ELEVATION * ELEVAT ON * VALVE `9 M 3 _ 6 • 5'7 7 L E •7 L �.�. `y `` 14.6 TG 7 7- 7 �-,- 3 5. 16 LF 30.00 LF � 6 YES N/A REQUIRED vC `o 00 13.70 I ❑ 2 2 1- 13.0 IIS- `� :- 9.990 @ 9. ° 71 1`iA DSC S PER p ` 7 YES N/A NOT REQU I RED (14.74) IE 1 _ 20.00 LF 7 �� LND ARCHIT. PLANS ( Y LENGTH VARIES 0 8 YES RIGHT SIDE NOT REQUIRED TC 1 ,44 2 @ 9.9� 1 �� 01 9 YES LEFT/RIGHT SIDE NOT REQUIRED 1 4 4' > T DOWNSPOUT , , 10 YES LEFT/R I GHT SIDE NOT RE !U I RED 7 2. 1 .1 14.8 �G 7 R 4.91 CONTRACTOR C� (14.64) 3 jtif TO VERIFY © o r `•../ ..,....� ..� 11 YES LEFT SIDE NOT REQU I RED a, : MAINTAIN 12 N/A RIGHT SIDE REQUIRED TC �'G �'�' �'i �- \ LOCATION AND � / 3 A 22.$� ,, `�� ,� ADJUST PIPE 0.5% MIN a LEGEND LOto 13 N/A N/A NOT REQUIRED I RED 1 1 .3D o 2 @ 20.5 TO ALIGN SLOPE a 14 NA NA 7 � / NOT REQUIRED � rn�' 2 7 iE ,.•• 4�8� - VERTICALLY � 2 AND 6 U ,,,,,,r 15 YES LEFT SIDE REQUIRED 3 WITH SD COVER ON ,n LEGEND 16 YES RIGHT SIDE REQUIRED FF = 16.0 G SD LAT. 26 LOT NUMBER . .� : 15• 8.8' •g `� 17 YES LEFT SIDE NOT REQU I RED 7 3 9 20 1 SLOPE VAR I ES z � � ASPANISH � ` �- -,- 1 - .: �, � ) 8 N/A RIGHT SIDE NOT REQUIRED o PLAN TYPE CRAFTSMAN 19 YES N/A NOT REQUIRED B 7 7 .2 �1 U C' 0 20 YES LEFT SIDE NOT REQU I RED X01 14••8 -E 3 R REVERSED i,,`1, G TYP DOWNSPOUT a ti COTTAGE 21 YES R I GHT SIDE NOT REQUIRED I RED 'XA�) °� 14.8 77 �F 11 3r y F-xx.x 3 o j 4.9 6, /� INV PAD-0.75 PE=xx.x O 22 YES LEFT SIDE NOT REQUIRED "; a• 7 @ 8.2 ��, IE PER PLAN � DPRAIRIE 23 YES RIGHT SIDE NOT REQUIRED a'(TYP) I G' 24 YES LEFT SIDE NOT REQUIRED w MONTEREY o / `n E 25 YES LEFT SIDE NOT REQUIRED 20 26 Y ' �'"� w 0 2 0 4 0 6 0 ES LEFT SIDE NOT REQUIRED I TAL I ANATE 30 YES LEFT SIDE NOT REQUIRED ,, �r � 31 YES N/A NOT REQUIRED COLON I AL TG PER PLAN TG PER PLAN 0 5 --�� � 3 3 GRAPHIC SCALE 2 YES RIGHT SIDE NOT REQUIRED Q I PER PLAN E PER PLAN z o� 53 N/A N/A NOT REQUIRED f ry,�C�.-~-r Q UNDERGROUND SERVICE 54 N/A N/A NOT REQUIRED V �' o � � C] PLANNING ■ DESIGN ■ CONSTRUCTION 55 N/A N/A NOT REQUIRED -�''' ��� 1 CD ALERT _ 5 r r � 6 N/A N/A NOT REQUIRED RED , (,v M0wMw Mwj 57 N/A N/A NOT REQUIRED a CALL TOLL FREE 40810 COUNTY CENTER DRIVE,SUITE 100 58 N/A N/A NOT REQUIRED T 1-800-422 -4133 � r � TEMECULA,CALIFORNIA 92591-6022 59 N/A N/A NOT REQUIRED �' RCyC�� DRAIN CONNECTIONS � N.T.S. � C O N S U L"T I N G 951.676.8442■ FAX 951.676.7240 • www.RBF.com 60 YES LEFT SIDE NOT REQUIRED ,,,.•--'" 1 L1D05w142GR -i INDICATES LOCATION OF ENHANCEMENT a TWO WORK I NC DAYS BEFORE YOU DIG LV05w045GR a Q U CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK ,���S DESIGNED BY DRAWN V BY CHECKED BY Drawing N Ln� SCALE ��14 10y . o . !7/01 RBF ADDED ROOF DRAINS // �� RJB, AC RJB AC J. TANNER RECOMMENDED BY. DATE: j � 40 DEPARTMENT OF PUBLIC WORKS 1 u 3 1 2 DIAMETER ALUMINUM DISK FLUSH IN Y ' Contractor CULA CONCRETE CURB STAMPED R I VERS IDE HORIZONTAL �,,w Plans Pre ar ed Under The Supervision v i s i on Of COUNTY BENCH MARK T-46-81 RESET 1997" `� ��►'�' P P • 1-20'0()7� ,,.... ACCEPTED BY. DATE. EASTERLY OF THE CENTERLINE OF SR-79 AT e� r*� .�°� �� TRACT 31276 LO La NO.�Q132 6 Q P V'� J DIRECTOR F PUBLIC WORKS/CITY ENGINEER ��`� 1 Inspector for THE SOUTHEASTERLY CORNER OF THE BRIDGE AS NOTED - PRECISE GRADING Date. PLAN P �p• +�/�/� DANIEL A. YORK •:x:.:. OVER SANTA GERTRUDES CREEK; 4 5 -- • JOHN D. TANNER III FOR AND PURPOS S O LY FOR AND PURPOSES ONLY d"i "t*: LOTS 1■2630■606246 68 � VERTICAL 1 2 �• � ' � Q NORTHERLY OF THE SOUTHERLY SIDE OF THE J'�► e 1 y 1�, 1 Date Completed CONCRETE SIDEWALK ] d a i R.C.E. 60132 6-30-~083212 3-31-08 ��►; ;isa :. a. ELEVATION = 1097. 163' N/A 0F C X1.1 No. Expires R.C.E.R C E No. Expires d�,n��4� � SHEET70F OF 7 PRECISE GRADINGwAREADRAIN .. z