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Tract Map 33125 Lots 6-139 Precise Grading
GRADING NOTES 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM BUILDING 24. 1F AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/ CODE,` AS AMENDED BY ORDINANCE 93-04. /CULTURAL RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. DRAINAGE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AND THE CITY SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OFGRADING FROM THE TOP OF CUT OR FILL SLOPE. THE AFFECTED AREA TO IMMEDIATELY CEASE. THE DIRECTOR OF PLANNING AT HIS/ ,�F �,�. Eco 3. MAXIMUM CUT OR FILL SLOPES = 2:1. /HER SOLE DISCRETION MAY REQUIRE THE PROPERTY TO DEPOSIT A SUM OF MONEY eq �y wog IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT AND/OR 4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT o SLOPES OVER 5 HIGH. yyp� CREEK Q NO COST TO THE CITY, IN ORDER TO ASSESS THE SI GNI Fl CANCE OF THE FIND. SPECIFIC PLAN 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS UPON DETERMINING THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL CULTURAL sA sv �o ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER OF 100 SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. � SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION OF WORK. F ' � � o� �. PECHANGA ,o UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL �Np� 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA ENGINEERING � RESERVATION DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING NO FURTHER EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION ��► T CERTIFICATION HA PLAN OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE DIRECTOR .• s�iERr�R PERMIT. CERTIFICAT 0 SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / I OF PLANNING. .- FILL SLOPES. �. �,.• 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. PLANS 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. -- •.=- '' V ��C INTY s� � NOT TO SCALE 00, 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE ,., - -Lii►►►./-- ,.- „ L ` PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES DATED JANUARY 17 �� - R� -:=-- • \ 2002 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THElol ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE _-- -- -- . � ' ` SOURCEOF TOPOGRAPHY: �. -- .� ��:_ - k -.- CONSTRUCTION NOTES AND ESTMATE CSF OUANTITIES WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. A_=�-- r ,, .fJy • - � � :: �► �-�-..►� ". �" � �- h � � -•��,''_�:: �.•..`� y ,+-�•_p-� STREET IMPROVEMENT 0UANTffIES UNff 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT, .-�, � �w�' -� .,: :...` HALL & FOREMAN INC. � r __ ,�''�-�. 43513 RIDGE PARK DR. TELEPHONE (909) 694-6411 AT LEAST 24 HOURS 1N ADVANCE REQUESTING FINISH LOT .-1 M �y�` -_..- 1 INSTALL 9 X 9 AREA DRAIN, NDS OR EQUAL. 331 EA GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO •��.� � �� � ��;, _�� ��R ...- •- �`� ��, �� r � TEMECULA, CA. 92590 r .' PERMIT FINAL INSPECTION F R H OT. �- `' ---`" -_z " t �rµ , =- INSTALL PVC SDR 35 DRAIN LINE. 2 566 F (951) 676--6726 BUILDING E LO EACH L , �. .• __. _ 2 LL 6' D J L - _ DATE OF PHOTOGRAPHY OCTOBER 2004 _- .• "'' _- L O T 9 UJ INSTALL 4" PVC SDR 35 DRAIN LINE. 3 295 LF 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES ' r, - -" �C`�,.r� �' �� •r- , J EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS __. .-_..__.� .•�'_ __- wW. _ 4 CONSTRUCT 4"' THICK CONCRETE SIDEWALK. 2,365 SF OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN L ,,. _L_ ACCORDANCE WITH ORDINANCE 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. INSTALL CURB OUTLET RECTANGULAR PIPE PER DETAIL ON SHEET 1 28 EA "` ASS 8OR 8 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. µ---�- EL NUMBER (�µ ':; �. 6 CONSTRUCT CONCRETE DRIVEWAY. 76 638 SF - APj A PORTION OF 962-010-006 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN " INSTALL 3 DIA NDS DECK DRAIN WITH 3 DIA TEE RISER 1 EA 114"' PER FOOT FOR A MINIMUM OF 3 FEET. .•;1 r ' w• 11 INSTALL 4" ATRIUM INLET - NDS PART N0. 76. 1 EA LEGEND: 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD „ ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION (WITH .a..T ._ • F 'I I r r =; 12 INSTALL 3 PVC SDR 35 DRAIN LINE. 2,21 D LF RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-- TION WITH RESPECT TO --- � =---" �` W - --_-` `" _ __. _. 13 CONSTRUCT 4"T 5 CURB ONLY PER CITY OF TEMECULA STD. 204A (MODIFIED) 59 LF LOT LINE -- -- ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT ! - _ �� � ! ELECTRICAL LINE E- J, (1-4) T T w .� _ CONCRETE 3 SIDEWALK UNDERDRAIN PER CITY OF EMECULA S Dj303 263 EAGROUND SHALL BE GIVEN. � �•� � � SEWER LINE S WATER LINE W QJ5 CONCRETE STEPS (7" MAX. RISER 260 EA15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT ) GAS LINE G 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 15 IN VERTICAL .- - , y - v . J FINISH GRADE FG - ,, -� _.Wr , 16 INSTALL 6 T, CLEANOUT WITH 6 GRATE 27 EA RA HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- TED WITH APPROVED TREES, s r , ; _ EXISTING G DE (1234.56) SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS, -- -�- --- � � � - -� r 17 INSTALL 3" 'T' CLEANOUT WITH 3" GRATE 51 EA PROPOSED GRADE 1234.56 r c TREES, 20' ON CENTER, COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN ` � � � _�---- J ;.�� �..-.. •�-, �' J CONSTRUCTION NOTE NUMBER 1 VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK FLOW , _ INSTALL 8' PVC. SDR 35 DRAIN LINE 45 LF PREVENTION DEVICES PER U.P.C. CHAPTER 10-R. ` „ -; ,. ',, ' � _ : f EDGE OF PAVEMENT / -� - -- - 1_4 I __- r,,�.� _ 19 INSTALL 24 X 24 DRAIN INLET BROOKS PRODUCT WITH TRAFFIC GRATE OR EQUAL 1 � - DIRT ROAD 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO =+ �� � � � � �- r r�MaERMiNE .. _...... amo 400 LANE smawwwwo2D CONSTRUCT CONC. DRIVEWAY APPROACHES PER CITY OF TEMECULA STD. DWG. 207 .- EA A.C. DIKE �1f COMMENCEMENT OF ANY CONSTRUCTION/GRADING. a R SANDBAG LINE o000 _ .Wr .;:v:��..___,,. . ,.-:w_ _4. ...,.. .. .. .:.... ,. ...• ,. ... -;.-,z.... .•,:. ,:•,:--•-r.w 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE - =j -� ,---. : - " - x� "=-' "'' - - �,;:. r �- ''.��� r" .r FINISHED SURFACE FS APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- RECTION OF FLOW LINE FL ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE c TDP OF CURB TC APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE C17Y ENGINEER _ �... _-_. R...__.. GRADE FG FOR REVIEW AND APPROVAL _ 4- FINISHED .. .. ,w i�" r r Y r r s HP PERCENT 18. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN - = µre, ��� -- _ � TYPICAL TYP. CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. - ASPHALTIC CONCRETE A.C. OON GRADE BREAK G.B. 19. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT �"' �"" �" �' "`"`"' �' �""' �"' �""' '"' �"" �'"' �`�" "�"� CATCH BASIN CB DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO WOLF VALLEY CREEK CHANNEL TOP OF SLOPE T.S. PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. CUT/FILL TRANSITION ---�EXISTING CONTOUR CONTOUR 1125}-�----- 2D. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, _ PROPOSED CONTOUR 1125 ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY VARIES DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING INDICATES SHEET NUMBER ASPHALTIC CONCRETE A.C. SEE PLAN 6� PVC TEE, CLEANOUT WITH GRADING OPERATIONS. 6' DIA. PVC GRATE PROTECT IN PLACE P.I.P. TOP OF RETAINING WALL TRW 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 6" PVC DRAIN PIPE 6' CONCRETE CURB & w GUTTER PER PLAN 22. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL !S TO BE PLACED, THE TERRAIN ENVIRONMENTAL NOTE: MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.` RETE SIDEWAY Q 2•D� CONC � PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT ' ►, THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY OF FILL MATERIALS. �0�• _ AGENCY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS f 17A LINTH ,o O E CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. 23. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-TENTHS (1.5) • SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT " �. n•5 YOU ARE RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES 1.0� AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT ► PRIOR TO ANY SITE DISTURBANCE OR GRADING. �• C! £. * A�.V • . NOTICE TO TISCONTRACTOR: 0.02' - - 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES DR STRUCTURES SHOWN ALHAMBRA FOUNDARY A--470 CAST IRON ALHAMBRA FOUNDARY A---480 CAST IRON ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF RECTANGULAR PIPE, 3"x 12 1/2" ROUND TO RECTANGULAR PIPE ADAPTOR, THIS PLAN BY THE CITY OF TEMECULA, EASTERN MUNICIPAL WATER DISTRICT OR RANCHO PREPARED BY: PREPARED POFD BUILDING AND SAFETY e TO 3"x 12 1/2" CALIFORNIA WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY REVIEWED FOR COMPLIANCE WITH TITLE 24 PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR 1� REQUIRED To 7320 Redhill Ave. CURB O DRAIN - RECTANGULAR P TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR Suite 350 DISABLED ACCESS REQUIREMENTS ONLY SHOWN ON THIS PLAN. N.T.5 Q 0 K I C M Irvine, CA 92614 0 2. ALL RETAINING WALLS ARE CONSTRUCTED PER SEPARATE PERMIT. � Voice: 949-251. 821 11870 Pierce Street,Suite 100 Riverside.CA 92505 C N U I.Y FAX: 949-251-0516Phone 951)710-1900 Fax 951)688-8681 APPROVED BY: � ,�Y10 PLANNERS ENGINEERS SURVEYORS 7 NAM DATE LD06-0 79GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD BENCH MARK ES DESIGNED BY SCALE of S/ � �RAINING NO. �`� aNq RECOMMENDED BY: I -» DATE: �� DEPAR TMEW OF PUBLIC WORKS Spq • CONTRACTOR RIVERSIDE COUNTY 600-62-69 HORIZONTAL �w c, PLANS PREPARED UNDER THE SUPERVISION OF 1970 - ACCEPTED BY: DATE: ► , ( '" BRASS DISC SET 1 EAST OF CONCRETE POST N0. 64948 ... PRECISE GRADING PLAN MARKER STAMPED fib RESET, 2.9 MILES S.E ALONG A S NOTED � • INSPECTOR � m DATE. l� 4� DANIEL A. YORK � gyp. s-3o-2aa7 �, � - PECHANGA PKWY FROM POST OFFICE AT TEMECULA a ERIC N. S ANLL" r DIRECTOR OF PUBLIC WORKS/CITY ENGINEER twY-�r�r�: TRACT NO. 3125 29 N,E OF THE PAVED ROAD 5 N.W. OF TEL. VERTICAL J']► CJV11� \4� Y DATE COMPLETED � POLE NO. 6295, C.W.T. 3' S.W. OF J6` CONCRETE 9� --��=•= •= d��r"•::188x•::=' - � ��1 0 + ���. 1�1�`i��n � ��y�. t� ��� ��� F o� 64948 6-30--2007 43212 3--31-08 STANDPIPE N A pF CAI�14 R.C.E. NO. EXPIRES. R.C.E. Na EXPIRES: o T'IT'LE SHEET H T F r �-� � � S E� O 594��`Te2 l b0 q) ELEV. 039,378 I:\62104\PG\Production\PG-01.dwg 6/08/07 I I y. ti i / t _ r,.r.... r ...... +.r .r,.....,.r-...r........r..-,..r.. ..r..r. ...,r-r...w.r.. .. r_.rr r rrr.......,....r,....r..rr....r..r_ -.. .r ..r.. . r,.r.r..r.... -wr.wrr . .....r .r«.r /_- ..r --.. rte -----....---_--.. -----_--- ------_,r__------_- ---_,...,.--------..,...--.._-...-.r.r.r-r---.....--.....--------....- ----____ ---- ...-- --• .1 , 0*1 ' I I SLOPE PER ROUGH GRADING PLANS ,/ 84.1 D TG 85.6 _ �0 84.4 1 FENCE LINE __-- 85.6 p1�o Hp 82.90 INV HP _ .�_---- �• �, �• _ .________________________ _____ _______________-______ ..�________________ _ _________ _ _-�..______.�.�.__. --- _._.�w_._�..�.�._,_.___.__-._-.._.�__.___.___________________ _ _ _____________________�__1_________ .____.�____.�____.�_-________ _ _ ______----_ _.�____.�____.�.�.�_.��__________________�.____---___ - HP VMS volt- neo,_Lo INEL=26zord . _ .. 84.4 FENCE LINE _.-..--_-.. ..... .._ .. -- ..--.-- ---- .------- ,.. � r � - .-�'' �, 1.0% MIN. (TYP.) f M . HP (Typ) 1.o� MIN. (TYP.) L c� 1.0% MIN. (TYP.) M L C_J , 1.0y MIN. TYP. 4641 1.D MIN. TYP.) �4 -- ...---M ...- ..--.- .. - md all ___ .__ 1.0Y MIN. (TYP.) -� 0 85.6 _,Iv 84.Do TG 84.10 TG 84.1 D TG � tv 85.30 TG 85.30 TG 85.30 TG 85.30 TG 1 3 AC Hp 10291 1 AC 1 � 1 � qC 82.50 INV 82.47 INV 82.87 INV 6 qC S, w70 INV 83.64 INV 83.90 INV 83.87 INV 5 . � B - 23 1 C -,. .gyp o 1.OZ MIN. (TYP.)- FF a a 12 . 12 FF-86.50 a 12 PAD=84.70 , ,5a 85.90 0 5 1.0% MIN. (TYP.)51 5 ?t 1 a 3 .,.., 28 9 a , - 1 35 II a 'ry 3AR 1 85.6 a `t° 3AR - - (- 0 12 �- 3 0 a • cad 2DR + II 1 F ,� HP a 85.6 -e .So 2BR a o o, PAD-84.700 85.6 ---� PAD-85.90 o FF=8". } .�.o FF=88.50 HP HP _ V_ ri (n HP 85 3o TG PAD-84.70 PAD-85.90 s 1 25 84.10 TG 0 85.30 Tc 1 a83.35 V (D-82-54 185.70 INV ;�'1 1 2DR �► 83.68 INV 86.20 . � 82.69 INV FS - FS 1 FS 85.60 4183-29 8 FS PAD 88.20 82. ��. I7 �. � � Fs D.5 �S o FF-86.70 INV FS - 0 0.6 o5-±#Q- FS ED ,� ,�, ,�, 85.90 A _ f (/]_�(�_U 4 6 90 •' �.t0 �J86-10 c) 4 , 4, FS 17 n�j2 ED FS 17 OA FS A FS 1 IN. (Typ.) GB �� ' .83� �1 1--! R 1 ' o �� p �� `l, ; `l, 1_5„R 1 12 � ` o• �o o p •�p 4 ' UF , g 8 .6 w co LbX AV Ck "R@? ' 4 n ' �. a 1 0g 3 a a 1 84• �? '� �` � I I 84.4 Q 5.6 ,.:�. u� �.. 2-•T R 1 , o CO, o ii cep 6 a - I . HP II t� HP Q I I II , _ ts► r--- 12 t,n � c� a a .. t�► 8 1 i • LO zo i �• •tS' a 83.4 0 TG A (A , 0 8 .130 TG 9.06 ' o C� 1 i 84.10 TG 85.30 C ,� 8.73 C' nVL �• i I 1 ' Q 82.32 INV 11.08 1 �` 1 •-- • '�`° ' c 38 3153 11NV- ' • �� , 3 7 `lV . D 3 85.6 ti o 82.39 INV � `� � o HP �+ S-0-0050 .«... `b S---0.0050 B S=0.0050 � S-,o.0050 s s �o 4.10 TG IFENeE LINE 3 �°� 51 .�, 1 -- ro FEN LIE .. .._�... .. _.1d I (TYP) ..•�... ..____���.. 2 (C 1.07 MIN. (Typ.) c3 0 2 0 2 �Z 1.0� MIN. (TYP.)2.24 IN �� 83. 2 8 83.42 -. .. .. TYP 1.D� MIN. TYP. D�• 84.60 TG �- � 1.0� MIN. (TYP•) � AC � � .� � AC � �' 2 `� $ 1 ,- - Hp �-- `L ,c• FS 84.20 TG -o � 5 83.37 INV 84.8 � 1 ��• s 83.6 1 83.30 TG 1 1 ��f5 FENCE LINE -- i82.97 INVHP prp j HP 82.70 INV B ( ) - . •o 01 AC Q CUR1/� TAB�� 12� �� 10.6 4 0.0 D, � .011w � . `�.�. �;; i , �, , 0" 2.50 3.93 2.5 ca 9 D'o 100J00)$ 71s Ob 12LrtG84.4- JL __ •�' �, II -- '. ________-__ = .-= - - -. B $�`' •- to i1 , , 83.20 TG . '� S C 86 48 55 3.DD 4.55 2.84 . W 81.86 INV 3 6 D 90 00 00 6.00 9.42 6.00 O , y 4B , p �,► `� , 31 ' - E 18'46'10" 15.00' 4.91' 2.48' 4�► w �• 32 o 27 _ , � Tc., i ��' " �� � PAD=85.80 � , FF=13+40 � - F 1s 56 37' 15.00 4.96 2.50 -- '`s '13.2 ' FF= 5.4a '�s � '12 57 � - FF=86.30 , „ , , ,PAD=83.9a ' , 8 • , -� 12 ' G 89 49 33 2.50 3.92 2.49 FFQ4,40 �? 4 FF85.70 _j ,� ,,, 1 o �, �- PAD-84.80 - � % --� PAD-83.9 1 --� - 4 0 ,� s� PAD 85.10 Q 12 .� a 12 _________________- __.�____________--- i 207 20% ________ ____ a -••r 12 ______________ - a -1 w - 20 0.0lrII a 0.0 II _ 2w b�° �� 84.8 a D 83.6 84.5 ED a �� CONSTRUCTION NOTES � �• 83.6 .� '. � � 4 �, 2�, `,�, `�.,� ;,,� ,.,� ,�•�� Il . GPS-63.6 '1 HP HP `DF*-84's0 �, HP Q) ��' HP �'7 84.97 , oo 8 3 �7 1 INSTALL 9 X 9' AREA DRAIN, NDS OR EQUAL. o FS �' T� 9 0 0 o FS aS o 85.27 0 - e -o. � �,� •o� FS •o, 84.80 r. �-- cpsc •o, •�, � 5 � o� � o� 2 INSTALL PVC SDR 35 DRAIN LINE. 4 o 00 L 0� F rY, �� <`o �o j-. �•. �o FS a 82.37 ATG �: FS S - . i 3 INSTALL 4 PVC SDR 35 DRAIN LINE. SD S MENT , 16 N -- - a u? if I ' + "Ips+90 1.4' �` 81.76 N1/ O lal 1 i 1.2' ,.� c� i i i i i i i i i i i i i i i 11 1 ' 85.1 D o - ' , `L >> ,, ,, • 84. T 4 CONSTRUCT 4 THICK CONCRETE SIDEWALK. 6 �• b 6 83.55 TG ii i� ii i� ii ii i � � a F'S , ED , ti FS " �� ED. ' ��3• 16 i i ii i ii ii i i FS II - 4 ,, , 83.4 I N 5 INSTALL CURB OUTLET RECTANGULAR PIPE PER ._ __ - - _ �� _ _ _ __ ____ .�_ _,�_ _ _�.___ __-r. _ _ . , , Z-.5 R 1 < _N �� q,`L PUE o �� , -- R 1 0 �� c.,r, w 3-6'R 1 q• o a. q - DETAIL ON SHEET 1 ' ,.0.rw .ry�-mmm-•..L mm.ver wIM,ver mmwmwmmmm. .r.one .... r... rr r. .ver� ..,.� ONO-v aft wwrrwr.me �_.,........r ,... m.rr-�� ,.w� ,.r ,.. ... rwr ,.rr.ver wwN ..,. n..�wrr�wr.r•r...p rwr r.a► ,•.. 1�.mw. � river� .ver..�momm.w..r..o.w.-wo �,r..�..�,r _,...._..,.,..�.r.�..._..�,.••.�.�._._....... �'..r mmo..r,.. ...�. � L.=265.44' ." •1 T - = - i.. - - - . -. - . - o �, o - 83.1.0 -TG 83. 5 G - - _ - - - - ,� o - - : .. - - o - -• �� I - - 6 CONSTRUCT CONCRETE DRIVEWAY. �` p �� `ti r ^� - - `? - • RAW SIDEWALK PER STREET 7 17 h �• - - °� •�9 �� - `l�' c.� - - `V r� - - `ti c� - - - 4 - 82.51 INV .82.56 INV •' �_ 4 - •'� ''� c� , .� - ,� �� - ,. 4 - 4� �, - - - 11 INSTALL 4 ATRIUM INLET -- NDS PART No. 76. •,� s 5 `� - - IMPROVEMENT PLANS 14 14 ` 5 • c, �' - - - _ INSTALL X PVC SDR 35 DRAIN LINE. �� .40 TG - co 1 • - 13 CONSTRUCT 4 CURB ONLY PER CITY OF Q 5 INV ' TEMECULA STD. 204A (MODIFIED) 14 CONCRETE 3 SIDEWALK UNDERDRAIN PER N 1 8 .46 �. �, q a ,� a F` , �• �, g �tK � �• v CITY OF TEMECULA STD # 303 i II ' 82 -�. y ,�. cy `° q� �• 15 00 CONCRETE STEPS (7' MAX. RISER) 81 -_. -� 1.0% N `' 11+00 �•'� 1 0% 10+00 1.0% ; 16 INSTALL 6' T, CLEANOUT WITH 6' GRATE c° �. �:. _ _ _ _ _. .._ _ �. _ -- _._.�.____ -- _ 1 INSTALL X )T,# CLEANOUT WITH 3" GRATE un- y Irbo �F - 5% � - - - - (PRI © ; �D CONSTRUCT CONCRETE DRIVEWAY APPROACH �'� �� °�� 15+00 0.5� "``-- 1.oy D. PER CITY OF TEMECULA STD DWG NO. 207 •� , w 1 INSTALL 6' SDR 35 PVC SEWER TREE LATERALS •9p AND CLEANOUTS PER TR. 33125, PRIVATE SEWER .1J LATERALS --. ,' ,.r..rr.��� r..r.�.�r .�.r,...,..r,.wr.+..wrrwrr r-..�.wwww.rr.rr���-.,....rr.wr+rr.rrw■.w..r�..,.-•� r� .... .,.. .wr..u...•+•r.r.�r.r.rr.�,r����+�r.r+��� � s ..._..,..„....,,,.........,. ...... av ..� a,I n`�efe;E 8 3 1.01iINDICATES GWGE DROP GREATER THAN STANDARD 0!3' 453 , •31 1 ENHANCED ELEVATION r � . mar ver.ver wwww...wwwr rwr � m.r. _��www...w..r _...w .wy �" OA L 0016 014W A LD06�-1 9GR ..� UNDERGROUND SERVICE ALERTREVISIONSBENCHMARK �o r«. r��ax�Ay� Drawing w i n No. BY DATA g SCALE f SSS s RECOMMENDED BY. DATE.C01 0ECULA ��© �� COXICH Wkw6CA92614 DEPARTMENT F PUBLIC WORKS xaUm NVU1 4211 a e L o s �<y �• JPA � rnx���.tir-ora ` CALL: TOLL FREE RIVERSIDE COUNTY 600--62--69 1970 HORIZONTAL c,, �C,, G'� .� BRASS DISC SET 1' EAST OF CONCRETE POST MARKER c PbANN.,�x /NVINM/R3 s„HYfYORi ACCEPTED BY: DATE:� /�L, .�o LOT 3 UNITS 27-o 3e 1-800-227-2600 STAMPED 68 RESET 2.9 MILES S.E. ALONG PALA ROAD AS SHOWN c� No. X4948 vq PRE.P.ARE BY: DANIEL. YORK �' r 33125 S '� � . 6--30--200 `� .a : No. FROM POST OFFICE AT TEMECULA 29 N.E. OF THE p DIRECTOR OF PUBLIC WORKS/CITY ENGINEER .-- x� . vERTI�AL12 RIP" ' PRECISE GRADING PLAN PAVED ROAD 5 N.W. OF TEL. POLE NO. 6295, C.W.T. ��q C11/11� ���' 3' S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 ��' �p ERIC N. SPANGAdR DATE: AS SHOWN -� R.G.E. No.: 64948 EXP. DATE: 6-30-07 R.C.E. No.: 43212 EXPIRES: 3/31/08 �'' CITY OF TRIVERSIDE COUNTY, CA S HT. OF Iry WORKING DAYS BEFORE You DIG ,�.�-� �, � � tzs$4 v�A� �a��rr�.�. LO�� � �► _. 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LO 171 f 1482.42 �_. _.4i _..-_ w�.__ .saPOEM r r-- L ¢; (' ' , o r CONSTRUCTION NOTES ' ) '^ o c:, ,� 4 `.� -�` o,: 0 85.7 -\ �G o 85.40 f II HP ,�, 1 INSTALL 9' X 9 AREA DRAIN, NDS OR EQUAL. pp g i q� `� pp ,FFSX48 f1 , c.� 4 '` q `� r-, 1 ;,:°" ,^" 2 INSTALL 6' PVC SDR 35 DRAIN LINE. 00 �`. 7.46 �-_ _ �,_- ----- INSTALL 4" PV -- .r C SDR 35 DRAIN LINE. g a 1• y i , ,�, �._. _ f __ .__- '�_ _ • `' 4 CONSTRUCT 4" THICK CONCRETE SIDEWALK. 4 , � y P ��r� .� 1.4 �N .-.. 81 FS 5 INSTALL CURB OUTLET RECTANGULAR PIPE' PER DETAIL ON SHEET 1 ao FS ED FS o G --$ .�F� 85.30 TO �. - ___- • . . � f. � a.7 a 6 CONSTRUCT N 1 0.a CONCRETE DRIVEWAY. 81.80 1 NV .So ED ED " FS �7 11 INSTALL 4 ATRIUM INLET NDS PART NO. 76. 415"FS 83.06 " 1 FS 85.44 TG 12 INSTALL 3' PVC SDR 35 DRAIN LINE. _ R 5 INV 1 13 CONSTRUCT 4" CURB ONLY PER CITY OF TEMECULA STD. 12 •��� � `� 64 INV _ # 204A (MODIFIED) .. 38 85:7 Z '>3 5.7 ``" w85.7 14 CONCRETE 3' SIDEWALK UNDERDRAIN P 79 CB 14 2 C PER CITY OF TEMECULA STD # 343 �' �p 12 HP 4O --N INV '-`� FF=* %P.50 HP ��. �' ! =°-- FF=$7.20 15 CONCRETE STEPS (7" MAX. RISER) 1.= MIN. (TYP.) 3 BPSDs6.00 "� :o �. PADS � , >85.7 $6.60 �6 INSTALL 6' T, CLEANOUT WITH 6' CRATE V FF-..gip Sko. • 36 - - ., -. �a HP _ ___�.__ . _ r _� PAD-$6.00 1 INSTALL 3' `Tp CLEANOUT WITH 3 GRATE tia ` 12 4A CONSTRUCT CONCRETE DRIVEWAY � APPROACH PER CITY OF TEMECULA Now STD. DWG. No. 207 FF-84,M 39 CZ) . . PADMN083*90ARo ,�. 1 INSTALL 6' SDR 35 PVC SEWER TREE LATERALS AND CLEANOUTS '� DV cam•: • �, •ti FF--"` ' uQ �,�,a4 II PER TR. 33125, PRIVATE SEWER LATERALS. 0 85.44 TG '�` i 85.40 TOPAD=86.00 0b 83.40 INV 83.40 INV _ 85.40 TO r 85.7 ' V, , NL83. INV FENCE LINE "�` , .r✓ ° � INDICATES �. - n, �Q 65 N °, ��, GARAGE DROP o - °� , HP (TYP) �` F GREATER THAN STANDARD 0.3' w '� 85.40 TO 1.0% MIN. (TYP.) �.. ._. off , (b R 1 - � 83.65 INV 00 1.4� / 1.07 MIN. (TYP.) ENHANCED ELEVATION " RET. WALL PER �' `�o �o• `� 10 09 ,c. o Qat ,, •o p` _ 8y �' SEPARATE PERMITco F400- .. 83 L--599.91 . LOT LINE- 82 83 81 MATCH 82 SLOPE PER ROUGH CARDING PLANS nO A LENTH � 81 � r 80 EXIST. ______.�__ _tea $� 79 _-_---.-_____ 1 1 EXISTING AC ACCESS ROADIL WOLF VALLEY c 0 t 1 1. � �•� ' � �1 OF CAL%* OP 4 LD06-179GR UNDERGROUND SERVICE ALERT BY REVISION8 DATE ASO D BENCHMARK m o n s t 1r,�I�;L Ay� • SCALE pf ESS/ Sv&.3SO RECOMMENDED BY: DATE: Drawing Na. lJ 7KICH �CA9M14 Yoko%S-2514121 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Ca CALL: TOLL FREE ��y r�• SP�ti � suxx „ Aa91-01e RIVERSIDE COUNTY 600-62-69 1970 HORIZONTAL. �� i�As IffaINMt5 sumvrwoss BRASS DISC SET 1' EAST OF CONCRETE POST MARKER - ACCEPTED BY: DATE: �. �7 o LOT' 4 UNff8 37"41 1-800-227-2600 STAMPED 68 RESET 2.9 MILES S.E. ALONG PALA ROAD AS SHOWN � No. 64948 mPREPM.Ea,BY DANl�L YtDRICFROM POST OFFI A Exp. 6-30-2007 �vgoNo. 33125 CE T TEMECULA LA 29 N.E. OF THE DIRECTOR OF PUBLIC WORKS/CITY ENGINEER 3Ery -- rrxx. PAVED ROAD 5 N.W. OF TEL. PO NRTICAL ,� LE 0. 6295, C.W.T.C.UU.T. ,. ; ,� CIVIL ��` PRECISE GRADING PLAN ' S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 `��� p ERIC N. S ER DATE- 3 Cdr.-.:.� ::- : ::. F Two WORKING DAYS � LOTS � AS sHowN °� ��� R.C.E. No.: 6� �$ - �3��z3/31/08o�BEFORE YOU DIG 10 1 o C� 0j volfr0ov V t r 9 EXP. DATE. 30 D7 R.C.E. No.. EXPIRES: ►. CITY OF TEMECULA, RIVERSIDE COUNTY CA SHT. OF 19 ' 1:\62104 PG Production PG-05.dw 5/22/07 ,. MA CK C . T 1 ,, . �---- 41 ewe �.. ....ww�www.w.w..r r....rM.ww1w..wr.••....�..M.wwwrw..w.Mwr-.o-o•..rwrwrwww�.r,...n..a.................w..,�....r... ....rr.�.rr�r....,•....,.r .......rr.a...r...�ar .r.. rwo,.r n.....____•� .r�rw..w....- _._....mm w�_ .mow•"no.00 Ndlm mmwmmmw r.. �y_�......r...rr.r.._.wrw.w.....w���...._..wmw.wwww�..wr.IO.4.0..r...M.rr�r.one__...._..-0 �.. ..r_.w.._...a. _www ..-MEN w. _.._ - •-+. _ 1 /11 I 1 VATE) °� 1 , 7-7 av f,. # INDICATES GARAGE DROP ,, ,.��' ,�� .�. 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Ov - I 6 Q 1 -y w bk '* `Q 6 I `-- i� f x~ 1 (�);_? 3 ``` k 7 • > 87 5e' I � q F 85.62 + lot o .� 0 1 � �"� �a4 HP 1 1 4 , 86.31 HP (� :r `ti ; $ 1 '� �' ; �' o ° - ,,r p01 4 o I �,o •..i !� 85.57 , FS e' --� '` y I$� `� I �• `� • 60 , �, 1 V �� 1 ,J .4Sp C� 'C , FS �Q �� I �� S 1 Gj • 8 , 9.8% �S 6% f ® G �°'! 12.9 I G __�---__--_.��_�- , f` ( LO yl� -- Q r ' O I r I N: c 7.24 , E o ) 1 �, �f c �e �► cn ' �' 4 gam. �0 ��I►� 4 17 4' 1. •� 1.3' � i �� 1wpm- 12 ! S�•65 ° •�- �• � - � - � FS , FSS F-� 7 �� �o FS �� ' FS r• FS 1 � ."MrB • ��� 'r I f .r ED FS o.6 12 0.8 _ FS _�. � � Q p 85.85 _ 86.00 TG 0.0' o+ ED D [ ° f FS 1 •� INV 84.36 INV '�►.' ED • FS3CR 1 S r 4111111 F �� X11 ��FS1 87.10 TG FF=88.40 83.98 a FS '" 0 2-- R y 87.10 TG 3 C R t p 1 40 1 � 85.47 INVPAD=87.80'� INV 86.00 TG85.34 INV 3 B = . � .. � �� %ZAPID 87.5S8�3 86 3 �2D ---•--- 3A 84.56 INV � -O� r. FF=86-60 --� FF=8;tr2OVolo F �F'=8;� f&l PAD-87.80 HP F 87.5 50 086.3 �, f �.. CONSTRUCTION NOTES - 87.5 o ,. 1,D hIIN. (TY,P.)/I , PAD-$6•00 PAD -86.60 HP , . f Q PAD=$61.60 'j , ; HP 1 INSTALL 9' X 9' AREA DRA1N, NDS OR EQUAL. �. �, = o, HP a 2A R 86.3 40y C] it ,� ' Y1 �c.� F. V �f , FF=fir; .' D 2 INSTALL 6' PVC SDR 35 DRAIN LINE. - . 1.0 MIN. (TYPE)- HP I I II c O __ cn cn r' r. -�. 1.0 MIN. TYPE __ �'=- �_f'--- _=' 1 0y MIN. (TYPE) a, ,Q __ . _ I� ' ( ) PAD~87.80� 3 INSTALL 4 PVC SDR 35 DRAIN LINE. MEN49 0r o a : 0 1 I © 4 CONSTRUCT 4 THICK CONCRETE SIDEWALK. �- �. - 2 - o : o � B �. 440/1\ I 12 5 INSTALL CURB OUTLET RECTANGULAR PIPE PER DETAIL ON SHEET 1 I 7' ii PAD=47`I bl,10 1CR12 � �� 12 12 FF 88.40 a o 6 CONSTRUCT CONCRETE DRIVEWAY. ob PAD=W�-.N oV 2 87.10 TG 11 INSTALL 4" ATRIUM INLET - NDS PART NO. 76. o FF-87.10 oV ob 12 1 86.26 INV 87.5 �, 5 85.90 TG 86.3 5 12 INSTALL 3 PVC SDR 5 D . 1 87♦5 A 7.10 TG 87.20 TG HP 86.3 86.00 TG 86.00 TG Hp 0--28-. --� CONSTRUCT 4 CURB ONLY PER CITY OF TEMECULA STD. 2o4A (MODIFIED)1 f 84.25 INV # HP 1 84.30 INV oV -- d 1.0 MIN. (TYP.) 021NV ob'8433 INV L � --�.---- - -- -. �� HP � I- �1 86.18 INV � �� --� -- ..� P CITY OF TEMECULA STD 303 1.07 MIN. (TYP.) 1♦0% MIN. (TYPE) 14 CONCRETE 3' SIDEWALK UNDERORAIN ERC #-.- ---- ---�- ....---�.. ---, ------- ---. .�.---.. B Z 20 TG 87.5 L FENCE LINE � 1 �' MIN. T YP. 86.3 86.00 TG �y 1 cy , ♦0 0 ( ) 1 15 CONCRETE STEPS T MAX. RISER �- cv j 86.05 INV HP N ( ) (Typ) 84.30 INV o HP 1.07 FENCE LINE , , 2, . / 16 INSTALL 6' T, CLEANOUT WITH 6' GRATE - .. .. � . ..-- - ..--.,�-- _ ... (TYP) 1.07 MIN. (TYP.) .�, 1.0 MIN. (TYP.) 1 INSTALL 3" 'T; CLEANOUT WITH 3" GRATE o .o . . sr RET. WALL PES cp - �° d'�,► ��° �� �o• 1• -` '� �O c9 $ cF 2D CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF TEMECULA �kfaveu �, ��, ,� ,� �' SEPARATE PERMIT ,� -��, ��' O� •gyp �1 ♦C, , ► �' �C �C G' q,1 ,n �, STD. DWG. NO. 207 �0 4 R� ° uP ; war rww.wN.r Err r.ww.ww.w.w.■...n... 400 r.r.rrr ommm r Aar onswo.r.ra+ +rr .r Mo a�r..r NEW r.r+r.rr.r..a.a w■r ar �.. .M�.� ..... LOT LINE L=599.91 1 Mo.we INSTALL 6" SDR 35 PVC SEWER TREE LATERALS AND CLEANOUTS SLOPE PER ROUGH PER TR. 33125, PRIVATE SEWER LATERALS. . � ► GRADING PLANS fir, CIVIL- __j--------------------------------------------------------------- --------------------------------------------------------------- _______-___ _ �_ --_____-_-____----------- �_________--_________ _-.____ ______..�____-__._______ _ _ _ _ _ ,�_-_ __ -_ ------------------------- M __ --_-_ -_--_-__ 00 L� CRE LD06--179GR REVISIONS DATE ACC'D BENCHMARKmoist IJvm1"Ars. Drawng No. UNDER�C�UND SERVICE ALEFT" BY �B.sa RECOMMENDED 8Y: DATE: « 4LA PA"�p ESSI 009feH w;^""614 DEPARTMENT OF PUBLIC WORKS �"� Yainr A�9G2it-It21 ' CALL. TOLL FREE RIVERSIDE COUNTY 600--62-69 1970 HORIZONTAL ��' �C� �* 10• PLANNiRs iN0�N�6A3 suAvaroA� . � �' G ACCEPTED BY: ..'..�..'• DATE. /. o T LOT' 4 UNffS 42-o(51 BRASS DISC SET 1 EAST OF CONCRETE POST MARKER ,��VIC.. � � No. X4948 � • - --- STAMPED 68 RESET 2.9 MILES S.E. ALONG PALA ROAD AS SHOWN � r" PREP ED BY: DANIEL A. +ARK310 A 1 80D X27 2600 � �' . � Exp 6-34--2UU7 � "Y Y` FROM POST OFFICE AT TEMECULA 29' N.E. OF THE '' DIRECTOR 0 PUBLIC WORKS/CITY ENGINEER PRECISE�. x VERTICAL PAVED ROAD 5' N.W. OF TEL. POLE NO. 6295, C.W.T. CIVI7L -YAC o ERIC N. SPAN LER DATE: drr- ��i8 �: 3 S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.37$ OF CAI.\ : 43212 EXPIRES: 3 31 08 fo, . CITY OF TEMECULA, RIVERSIDE COUNTY, CA SPIT. OF 19 AS SHOWN R.C.E. No.. 64948 EXP. DATE. 6 30 0 R.C.E. No. _ _ , TA, RA TWO WORKING DAYS BEFORE YOU DIGHPL11CAi �� r AtsW, Lis 4 •5 �" I: 62104 PG Production PG-06.dwg 5JZ2/07 :s ID A, � II , REP WA I y CONSTRUCTION NOTES _ TE)'00 1 INSTALL 9» X 9" AREA DRAIN NDS OR EQUAL. , P - 2 INSTALL 6" PVC SDR 35 DRAIN LINE. C .►.� . - _ - -_ �. - -- -�.-- -�- -- -- 3 INSTALL 4 PVC SDR 35 DR41N LINE. � �r T : CONSTRUCT 4) THICK CONCRETE SIDEWALK. IA�111 INSTALL CURB OUTLET RECTANGULAR PIPE PER DETAIL ON SHEET 1 11130 130 ' CONSTRUCT CONCRETE DRIVEWAY. oo \ �. .�, , , 11 INSTALL 4 ATRIUM INLET -- NDS PART NO. 76. ...•......_.rr ,w�.wwammom a•-mo "10�__rwrr"w.w".d.a�d,do,w....m.._._,r am*�.,•.,w..0000"m drrd me..d.rM r.•rwaaaaaaa mi mw_rw�wmmi..,...� .rraa�r.•....M. .,�.....�.....��r.�rrr.r......n....r....rrw.�... +.w. � .,. INSTALL 3 PVC SDR 35 DRAIN LINE. , CONSTRUCT 4 CURB ONLY PER CITY OF TEMECULA LA0.5% o, 4� `� � �C, � , STD. # 204A (MODIFIED) I ~ � ~ p$ » `� 14 CONCRETE 3 SIDEWALK UNDERDRAIN PER CITY OF TEMECULA STD # 303 15 CONCRETE STEPS (7" MAX. RISER) VATE) �- I �1+ao � +�4.93 � � ' • � ' �-: _ o.5% ~ , , 16 INSTALL 6' T, CLEANOUT WITH 6' GRATE CN - , ; 1 INSTALL 3 PTO CLEANOUT WITH JrGRATE ft 10+00 00 1 - '� � 4 T Y HP CITY OF N � ,�C, �G �. ft �, ` , 20 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER 0 w _.ry.. _ T. .... m ._... � .. - � - _ __ ��-. a,_.. . . ,._... ,._.... .. ..m .. .. ....... .._ ._ w....,nT... .........r. _ � _ _. ._.�. w.. w. w__11-_.�.___..�...�_........-_.... . _ .�........ . .....P.. STD. DWG. N0. 207 ri I IIrA S cs, II '� cti p ,�.� \ II cy •`` I �\ , , $`� �o� �. �• �� �. I `� ^�°' °' $`° �� �• �, ; �• �, , 1 INSTALL 6" SDR 35 PVC SEWER TREE LATERALS AND CLEANOUTS A�J"� '� ` �• , ' PER TR. 33125 PRIVATE SEWER LATERALS. Minor , E El:-1 Li i LJ EJ SIDEWALK PER STREET ' 14 87.10 TG ; IMPROVEMENT PLANS �, . �, � I ; CURVE TABLE • - - . . .. - . - p �, . - - ' - - • - - - - Q) 'A R L T - 86.34. rG ��' • - - - - o - - - ' „ 85.55 TG - $ $`� ``� ``� - � `� -. - �,. 85.83 INV `'.� _ -- �. . - -- • ' 4 �o L ('y84-97 - R W �C - `� �C � � �� � � - �? �`� �o . .. - - - - �C �, 41 2- R � �`� � , 895951 25D 393 250 $ 1 2 R - -. - -INV - - - . - _ _ - -- 1 .3- R_ . -- - .- - i ; B 89'59'51" 3.00' 4.71' 3.00' ..arr...wM r .r.r rmarad■.aaaa i.r am* r.. r a m*d+r•+••�•+•.r•..wo,+rr....rrr.r�w�r r� ...r ....ri rr-1 +wr� .00 r r w+wa�.ru.smod,.rr• rrrn�adrr•+.r«� ..a•wwmaxa aw•.i w� wrr�.. iiiir.rm.•w_.."i.aa••rr rM ..r r + �r mi r .No mmo..r ..r.■r .r oii .rr r don• .0.r•..NO +r-m* ..�.r.ddwa.wmw.w,.rr.rr ..w:w.�.,..r.wr+w.....vmmmmo aar.r ��.aww ommm a m. mi w..........r - •r+r.d....mmomm+i.00..M p f L=640.65' ~ it ~ g ~ ' I �o ; I , » , , , ,�, p 9 c•� p• q "� 9 _ '� p• , C 18 37 40 15.00 4.88 2.46 ti �_ �� �_ - __.__�..__._--- -_ _-__--_ -------- -----w___ � 1K - , , , I , i ; D 86'48'55" 3.00' 4.55' 2.84' 85.86 TG .\ 1 1 „ ,I I I I I „ , » 85.31 TG , • p 90 , 3 PUE ; 1.01 A� •, fl , 17 .too I I i i i i i i i i i i i i i 13 0.9 ' i UE 17000 023 15.00' 4.45' 2.2 . (��1_84.73 � °0 �� , , „ , ,, „ ,, „ ,, „ �... i , 87.4 , INV i i r'W? , ED FS w 85.48 1 NV i i i i i i I ,, raj ED FS , , , FS "� 6 ,. 6 ao , HP , F 90 0D o0' 6.oD 9.42 6.40 0o c> 2 2 0 N Q 0 86.11 v; c ► ' f1,! t*� •� o+ o, ``: 29` ao 00 .-�-� •o 0 0 FS � FS . _66. FS 86.90 , \§�6-044�TIC E FS E _ , FS ca 0 GF=87-00 , 0.0 � 86.83 TC FS GF-8730 i o.0 0LO 85.71 FL d ; ED , ® �- --- ------ �; 86.50 FL b ' -- -_-_ -- o ED i r I I �? , r -_ - 86.6 a 20 -------.- ------ ---- c`' 86.92 TC '`� --_.----__ ------r---- � � 87 4 _ .. 86.7 ' , 12 I 87 4 , . ., , ,, HP __, 7_77 --_,--ter_ �.0 , �__: 86.59 FL 2.0; , 61 , HP ' ' f ,� ,. INDICATES GARAGE DROP HP HP �J a7 _ l �,f Y��e f,,''d'^�r�� GREATER THAN STANDARD 0.3' %51 -� 86.13 TC , -� , .� . • © ! B 4C .. 5E Z _ 11�_Jl 85.80 FL .07 c� o FF=88aN W. f� 1 4C1.809 5C o FF=8Ho 0 SiSol 'r' .r I FF-"$ i r, , PAD o87.7a PAD=87-70 P�=87.60 rFf,d86.30PAD=87.00 �' 87.10 --� , - FENCE LINE i ENHANCED ELEVATION II '' .6. �: FS , Q FS 2 , E E PAD47*00 PAD-WO86*90 2cq Pf .�. , 2 (TY ) , 1 . - �Q ---------.-__---___________ , 00 o ' - r, o � i •� o 1180 Q: 8� 8 , 1 f c ' 23 °° 8 .38� 87.15 TC j ov •OD 86.36 TC , f f , , 2.00 9V s ` B ' 7.69.E �;. f,, � �` 86.03 FL ,9.n7 f. � , �; 86.82 FL 2.0 87.23 I -. 86.6 86.44 87.1 TG , - 7 1 86.30 TG 3 FS , B 86.4 TG INV 87.4 3 FS ' B (D-85-16 � 7 85.83 N � 2 �HP 86.71 TC 2 Apo 85.75 INV r 1.0% MIN. (TYP.) 87.5 TC 5p 2 87.4 87.1 TG(0 INV 1.0� MIN. (TYP.) -- p 86.7 - .---. -.. .�- -.-.-�.--- gip. 2 86.49 DV � FENC LINE -�-..�,�,..-- ., -- HP �Q•Oo S 87.28 oy , 1 , 86.38 FL 5 S- . TYP 87.19 FL S 0. 0 3 HP 1.0Z MIN. (TYP.) 86.37 INV ; 3 00,E FS HP 1.0 ' MIN. (TYP) f FS -___--- --- ..-- 0 86.39 TC o 3 - D 87.18 TC ... -- .. S=0, 5 86.4 7 1'C _.. ... _-...... -. S-0. 50 87.28 TC .._ 87.20 TG 86.14 FL 86.06 FL �`-�- 86.95 FL 86.85 FL � � � 1 86.35 TG 86.45 TG = 87.10 TG 87.25 TG S=0.0050 24 85.53 INV g 1 1 S 0.0050 87.9 TG B 1 1 85.19 INV 85.33 INV 87.5 1 , 3 7.50 TG 85.98 INV 86.13 INV H ' ` 10. 86.35 TG 57a , F' 87.20 TG 86.24 1NV -� • �- 11.7 i 1 F 87.90 TG G -- . 1 V , 86.07 INV , O c�. , c , 8.34 i 1 10.2 HP 1 °o� O �o HP 1 , 85.36 INV - �\ -1 85.55 NV ,_ �,� ;�-� •� �� �` `? 86.35 INV - - � rod ro � 1 `o• �'• �r Q- � �-- � i •� �- � 1 wo M114. �. ,cx� p 2 , • , , co 87.5 a II 3 3 a II 3 ,� 3 c� N ov 00 87.5 o � Q � a �' a . C I 1 `� •�' '\ u, 88.2_ -' -l• to �``� HP 2 ,t `ti , $�° � ''� (,� •c� ,�` -,•' �i �, ; �o a80 �,.,• $`.L , �� .�, c���,,�, �S, 8� 1 ., Q , a �� 12 , , 0 '1 , <C 1 �` s , v_-_ o �� $ I • , • 88.2 , 1 $ �� , p, t4` cS�. s '� , ca � 4 8 7.� g � HP 5 4 , 1• � UC � ��' ,� �� �-�► , , ' 1 GU----__� _-•- , FS O 4 9.9 , -_ �B-_�.__- ._ -- , -fid , , a - --------- a, � , 8.54 � �S o ._-..-�.. �.-�v _� � A 4 � ' 7� ED 5 II r-, .- N Co 1_4 �R A r' 1 17 --_-___ -------- 00 --- , . � 0 .' +"�� $ � � 2 � ,� • deo-a �0 ��•�,p , j , 1 `\ 15 R C6FF70 � lop � , �f FS �, 5 )--4 R......_../ C G. .B, . S �! FS , t , --- FS 87.10 TG 87.9Q TG o�f 15 1--5 112)`R f f f ' �8 C r ► ' I , 85.85 NV 1 r -� 1 , � *,00 86.52 INV 4FS : FS --� FS '" , ` FS i 87.90 TG FS FS r; ;, Q = o ;86.69 1NV , 87.20 TG f p p• 6C , 50 1 FS Q 55 FS q , ,,.' ti 0 2BR -, 1 85.85 INV �� r, ;- � ' 2AR r' ' ,' xr l F 2 - r - . ' 1 a • 3CR ! A O FF= FF=88.4058 �.r ,F i. it o 88.2 88.2 / a PAD=88.507 �: BR.>0 8 .5 07.5,E ,�Y 87.5 ,� o ' FF= �F d. PAD 87.80 88.2 PAD=87.80 o ;.� F 87.5 HP P. f II 1 HP off ( �' HP FF• S cn Z , PAP--087*80 ,� ff $ ' ' HP �, r. ����• HP PAD-e88.5a © 4 � 88.2 �' � c> _�:.�� ,: 1.0� MIN. (TYP. a © a © II ISP p � o � II *- rn ;r��� . V_ , , 1 59 11 54 0 o �� �- Ic 1A II c> 2 8 FF=&M. 7 IFF=f8ii 87.90 TG , c7 87.10 TG 7 _ , 1 ob rn , PAD-O87.80 1.0� MIN. (TYP.) 1 1.oZ MIN. (TYP.) PAD 88.50 86.62 INV1.0% MIN. (TYP.) 85.80 INV �OV 88.2 DV 87.90 TG , 87.2D TG 1 HP 87.5 1 87.5 88.2 86.70 INV 87.90 TG I Z 85.87 INV �- -� 87.20 TG r !1 1 1.o MIN. (TYP.)HP 0V 1 HP oV 86.60 INV L J 85.79 INV HP L J -.� - 1.07oMIN. (TYP.) ..�, 1.07 MIN. (TYP.) --- •--''� � ' . --- ---.-- 87.20 TG 1.07 MIN. TYP. --- -- 87.90 TG ' FENCE LINE 1 87.5 ~ 1.0y 1 88.2 , 1 85.88 INV 86.72 INV , N HP , 1 (TYP) � N HP �, , 1.07 MIN. (TYP.) N 1.07 1.0Y MIN. (TYP.) CIO 1b 1b A DJ.l 6711 r rr ao...�i r Mo ram a�mioi awe a� ow ao an*mor r..r d.w•��moor�u�a..r*a.� +r,r amop..woo ao� ommom.me ar MM r ai r.�...�,.r..s rr.r .r��a dr•r rrr w�mmosd.row.w =0 door ••r r+.mm....nr aro a�raammme Mo �r.....■..r.r r awww rd"now Oram•r•r .r•M r�ao rw+.rrrr.w■o� r pro.ww..rw�ww�r+r ago=0. �r r r+,tiro ONO r orrwarwwr..w.w•or d�raa�lr doo am .r r momma momme rr+row r am*d+rrr+r.rr�.w w a wrwrw•rNrrr�rir�addr.rr rw.nolo� r�ar+�dao �►. L=599.91' - LOT LINE L=54.58' M ------------- ----�_-_- --------------------------------------------------------------- __-----"'^---__--,.�.�._„�.�.------"'�____-_ ...�.-..__�..�.-..,.....---...�,�.�. .,.-...r,...�...�...�..��..� ------^'_'_^"----rr.r..�------....�,......--__-�'"_^""-""-_--..�..�..r--�..-_-_---r,�r-,.r.,. ------------------------------------------------ -"'�--"'____-----,r..rr.�--..rr...�.,....,r,...�...--.�-____�'------r'^___- _-__-_-i L '""1 -------------- _^^_"__' --- _"---_".__"'^..---_.._.�,_---_----_------_"-^""'"'"----------"-__------ - • v F VALLEY CREEK CHANNEL '� ., LD06 179GR BENCHMARK UNDERGROUND SERVICE ALERT BY REVISION8 DATE ACC'D �Q s;� a��o�A,►� Drawing N o. SCALA E RECOMMENDED BY. DATE.&/a G' MECULA Q�pF S�pN �o `„ ,u DEPARTMENT OF PUBLIC WORKS 9 "• . Ygic.•944-,#1-tt11 CALL. TOLL FREE RIVERSIDE -COUNTY 600-62-69 1970 IN HORIZONTAL ' FCONCRETEP T MARK R ; �' ACCEPTED BY: BRASS DISC SET 7 EAST 0 POST E ...._ DATE• �• 4 0 LOT 4 UNITS 62"61 1-800-227-2600 STAMPED 68 RESET 2.9 MILES S.E. ALONG PALA ROAD AS SHOWN � No. 64948 � PRE ED �y DANIELYORK ��� TRACT No. 33125 FROM POST OFFICE AT TEMECULA 29' N.E. OF THE F"p' 6-3v-�oo7 DIRECTO OF PUBLIC WORKS/CITY ENGINEER - � VERTICAL � � �"� � �� • r' PAVED ROAD 5 N.W. OF TEL. POLE NO. 6295, C.W.T. C11/1�- ��` " s x:�- • q PRECISE GRADING PLAN ERIC N. S GLER DATE: 3 S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039-378 CAt-��� 432 2 3 �Z08 °TWO R I G D S BR (a zi � ► PA11909 V�.�, t.QI�► 51-fit �' AS SHOWN R.C.E. No.. 64948 EXP. DATE. 6-30--07 R.C.E. No. EXPIRES1 CITY OF TRIVERSIDE COUNTY, CA S HT. OF 19 ------- IN ON I:\6,2144\PG\Production\PG-07.dwg 5/22/07 a II t 131 136128133 2AR d 138 2DR R3BR 3 B FF=87.10 137 132 FF=87.70 3AR = PAD-86.50 FF-86.50 FF 87.101 B _ 1 PAD=87.1 0 FF-86.50 PAD -85.90 PAD 86.50 PAD=85.90 FF-86.50 FF=87.1 0 PAD=8 5.90 PAD=86.50 T 8 87.4 87.4 OHP HP FENCE LINE 85.9 86.9 El( ) P .. ...-..._.._.-... 87.4 1 ; 1.q MIN. (TYP.) � � Hp f-' l -- -- 1.4� MIN. �P.,��-- p 1.0� Ml N. (T2Y .1 AC- ---- 1.0yo MIN. TY . .. L ___I 1.0�o MIN. (TYP.)1.0�o MIN. (TYP.) AG ( ) ---,�- ...�... .•.--_-�. -. -- -,►---..• .�------- ---...- L _1 .. .-----..--. .... ..---_..-r..-_.-.. - -.- -- -- -.,�- �Cr : 5 87.2 86.9 y 86.9 86.50 TG -.� HP -v 87.1 D TG AC ,HP 1 ,� HP 0 85.99 INV 5 • 10 85.26 INV 86.90 rG $7.oo TG - 86.50 TG 86.60 TG AC - AC 1 I o 112 1 1 85.711NV ' 1 1 .-. 85.28 INV 5 5 INV .� Mot0 II .25 INV G �, FF• � 1 .... 8 7.20 TG 6 o AD=87.70 86.70 TG . ,0 I� 5 : 1 S .� � 1 FF-". 85.8$ INV -a- 85.14� INV PAD-8710 A.5' ,� -�:u; 1.D� M1N. (TYP.) � � 1.Deo MIN. TYP.) �.. • 1 -- -- - _-,r- 124 _�_-- -_ II 1.0/0 MIN. (TYP.) c���r 8 --- 1 I . I 1.a�o MIN. (TYP.) - �, 86.9 �, 3CR 2 + `�" 87.2 $7.4 \ w.�' • .. HP 86.9 ' 3BR FF=89.1r $6.� '� `� 11 � � 118 ,..� HP h,y � � 0 3 , B HP o 1 HP 8�6 9 12 o HP o � $7.4 FF=Bn$r: "0 ' !►.' � PAD=88.50 r - �. .h . 2AR � 2��18" , 1 r FF-&-- M:$Cl IF1,10 p ,�„ b� ", HPd-~- I 18 rII �. � c� -.80w. ►. 12 �. � PAD=87.70 r �, FF- :8fl'R `t:1 �'F - i' &Z4 y�PAD 87.20 �2D000 12 . E PAD=87.20 PAD=87.50 o 87.10 TG 0- 14 8�'7 12 �' FS �, 14 . �I 1 2 0. p 86.60 TG 86.90 TG 4 ♦Q 5 97 INV -- '� 1[ i w"ti ■ O 8 • 1 FS 1 85.80 INV V . "1 .y ` �1 r o ,� °1 85.31 INV 7 "'10 �, �$7 0, Sol 00111 �G r a 8� , FS S \ FS 92 r 86.60 TGS FS 4v X7-€3 a 3• �� t I i 1 [ o. FS FS �� 1 : ��, I FS �r h 83.66 IN 1 1 f�R II �� -; 1 2_4 R� 1 ' •" F FS i MIN. (TYP.)- G � 7 ti '� 0.6 1.quo �., 2-I 1 r- -� 1 2-d�'R 4 1--4 R 1 O• I I �. q p ED p• FS k oo ' 4 �, �. 4. ---- ' _ 6 ti \ �- �, 8 5.81 �o G _�...___--- nR �.._.._ 1 � , G 4 , 7.740 o I _ 7.4 Q �1 �O -.- 84 6� ' FS S 'ti ti , `� p• '� �- �']I 87.48 r O I �C, 2 , O Q r 4 . FSS �, �� , `� �, 4, 4 I o0 co co• c,� , �`' --�-� ,\ � ,h .�^� � , � � ; FS ��- ` .. 86.9 \ [ 1 , 1 1 �' Go) S Q' 1 1 `y 7�.2 �.,� cn _" F o 87.4 3 � i o4- c� __j HP �-- -` M °��'; I I 11 125 y f • 1 N I • ti ti .. � 1--- _ 1B a = 10. I ^� '� I I �. ` t;� FF=89.1 $6.9 °., 1 a,�' o .p 1 �' 1 �h� �*\ �' �0I I PAD-88.50 _ e Q; 1 , (Q C, 1 �' �1 86.9 €,5.4$ >�V C'�c• ,� I , '�, V 0 �C 8.500 86.70 TG 7.63 , 8� �` , 7.8� �G HP �� �� , t�ti. 86.00 TG 3 HP 1 1.Q�4 M N % " s �-- C s , 3 $7.4 $7.2q¢ TG 85 6D�^.TG�,, •� 9.36 , E �, ,� �, �� 1 85.01 NV 4 ,� °�� 2 �' 1 1 �O � 84.81 INV ,ti •�w�. Tl��? �"�. �' .. '�•� ',,� cP �S' °� 86.61 TC 86.41 TC cg'j HP 85.65 CNV , � 2 E t O. L �. S--0.0050 �-- .�, S=0.0050 86.08 FL S=0.00501 '`s' � FENCE L 1.q� MIN 5=0.a 100 � � �, 85.82 TC ..-., 86.28 FL n `�` w (Typ) --- -- ...-- q� 85. 01 ,.4s FL a5 86.40 TG� (TYP.) 85. D TG _0 qrlj Loa fool S- --..�---.-_ ..__._. ..--- .. --. -----.�.----.------ ------ -- 1D • 1 85.92 '`--., 86.70 TG 4 84. 6 INV S� .00 86.4 1.010 MIN. (TYP.) 1.07' MIN. (TYP.) 86.8 85.27 INV 86.54 .. 0 Dpi FS AC AC 86.44 7 87.0 1.010 MIN. (TYP.) 1.0� MIN. (TYP.) cn 86.2 2 0 HP $6.1D TG 86.5q TG HP 2•�10 FS 85.49 INV 1 1 FENCE LINE ' HP 1 85.85 .. �- 85.02 INV 1 �� \. FS HP $5.04 INV 5.35 TC A (Typ) G .-_. \ ; a � - - $0.40 1 r 85.90 TG : 5 �0 Tp 85.79 TC FS ��Q Q� .31v A ' \ 1Z ) _. 8.30 ,. "1• Irol w, k 6.D2 FL ,h �\ ti A ��• �� , 12 83.88 INV AC w 84 7'IN 85.46 FL , c h \ G FS . 86.70 TG 6 I85 /NV 8 8 1 12 _ -- R w . • I i . 1 EC '-'� Ind 0- r- X9.8 41' , � , . A •\. y 4 • 'amen"�.� 85.75 A _ _ _--___ �►. ao rY' LO 86.24 TC All FS 11ZE 4 ry Q 1 C7 85.91 FL ba r 110N 4FR1194C 0j 1 0� MIN aWI` .857 4 \ �h FF=8440 FF--�fl �, l 5E 5AR PAD=86-70 PAD--o87.1�� d � � �-FF--8` 40 "1.c ► _ \ $6.$ �- � _ -� $6.4 � 1 86.21 I _.. 87.0 1� PAD=86.50 __ _ ________ __ �_� _�__�_ J PAD87.3a- - � 7 TG HP HP 4 85.5 h `h 20* FS HP 0 85.24 FL 20 z---_ -1- o �j _.�.�_--____ -----__�-_--_J , II InI o (� 2,07o G ^yam.■��■ GF, 120 ,` ,himh. h'� / ■. •MF� . r."y1 OF 86. 0 Y C) �7 - �7 ,, X27 o .. � FS 2 D R 9 FS 0 9 / 86.06 0 0 O 85.54 � •o. FS GB •o, •o. O• ES O GB �`O 85.54 TG FS co 5 1/2'R co I FS ov FF-89.20 1 a 1 1 , 1 I 1 , , 2 � , • 85.05 INV I I 1 I 1 I I I I I 1 I 11 I 1 1 PAD-88.60 N 1 �� a/. $5.32 T I 8'T""1"� 85.89 TC 85.56 I I I I I I I I I I 11 1 ; I 1 1 ,, 0 Q � 85.33 TC 1 "i 85.13 1 �,• 7 85.34 TG ' 85.52$4.99 TG PUE 85. 0 I 4q S - 84.82 1N 7 F �- I , ;I I I ;i ; i i i i 85.92 TG • - . -- _ 3 6 R 1 1 85 00 FL FS ❑ d 84.84 INV FS 55.56 FL S i i li i i II 1 I If -_�_- 1 I -- -- --_-�.__�.�._ __. ,�.�-_ _ ,: -_____ 84. 9 1NV • ---- - ----- ---- __�___ __________ .--._,•.�__ _____ _____ _ _ -- __ _ -------- __----- __ _.__._.�__ _�.�___�,�_~ 85.42 INV • 4 -. 17.44 0 yr y FS . oL 2 �r w w.wrrrrr...�..r► .�r w..r.■....r.rw.�r.r..•......,..�.r r w w w +wo .r...■.r.�r.�..+r r �.r.r .r+.0 ..nw ww+�..�r ,+r wrww..w.�..w .� r+. fir.+4 r ■........■...�,.r rw rwr■w. �r w .w. - ..nr,rr wr..r.rr+�+r..r.w�. r wr r .... +rr,..w�r w ..�r �r .., ....�.,�r.■r.,r�,.....�.r r�r 4"0- CL r "+r / i -. - _ - 85,81 85.86 _ • - 84.86 - - R/W - 85..18 8 .25. 3-5 1/2'R 1 -85.41 3 R 1 - 5 - - - _ - . _ 5 L - 4 - - 4 FS -14 -7 FS - fS - - - FS - - 4 FS i -FS . • • - o ; G ,�� r•. ;100 ol 0.5� '� '��' '��' '��' ; SI DEWAL PE STREET •a, �' °� `� `° , °° "' �� `ti �h II N IMPROVE EN PLANS �V I ca 11- OQ 12+OQ �, 12+58.77 �� (. 0.5% o- 00 1k I _ _ _ _ _ _ _ _ _ _ _ _�- _ _ _ _ _ _ _ _ _�y _ _ _ CONSTRUCTION NOTES 0.5% VATE) INSTALL 9" X 9" AREA DRAIN NDS OR EQUAL. 1 ~~-_--~~--- 2 INSTALL 6" PVC SDR 35 DRAIN LINE. - - 3 INSTALL 4" PVC SDR 35 DRAIN LINE. 00 -1 ' CONSTRUCT 4 THICK CONCRETE SIDEWALK. -- --�--- -._-�._�___ ' 's "~ 5 INSTALL CURB OUTLET RECTANGULAR PIPE PER DETAIL ON SHEET 1 C' 6 CONSTRUCT CONCRETE DRIVEWAY. INSTALL 4" ATRIUM INLET - NDS PART NO. 76. Q� PV R TR T RA S AND CLEANOUTS 12 INSTALL X PVC SDR 35 DRAIN LINE. �. INSTALL 6' SDR 35 C SEWER EE LAE L CURVE TABLE PER TR. 33125, PRIVATE SEWER LATERALS. CONSTRUCT 4" CURB ONLY PER CITY OF TEMECULA STD. . � 13 # 204A (MODIFIED) 90'00'00" 1.50' 2.36' 1.50' CONCRETE 3 SIDEWALK UNDERDRAIN PER CITY OF TEMECULA STD # 303 r - - - N� ��`,,�' � ��� INDICATES GARAGE DROP B 8905905 1 2.50 3.93 2.50** 11, GREATER THAN STANDARD D.3 15 CONCRETE STEPS (7" MAX. RISER) co- �'• c 90000'00" 6.00 9.42 6.ao ; ► 16 INSTALL 6' T, CLEANOUT WITH 6' GRATE ' " ' 4.55' 2.84' �C I L (0186 48 55 3.00 7"J, CLEANOUT ! ' + - NTA WITH 3 GRATE �► 90'00'00' 3.aD' 4.71' 3.oD' 1 INSTALL LL 3 F 3a'oo'oo" 2.00' 1.05' 0.54' 0 ENHANCED ELEVATION 2q CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF TEMECULA G 21'0222" 15.00' 5.51) 2..79' STD. DWG. No. 207 LD06--1 79GR r 1 BENCHMARK �o.s. lr�����YwDrawing No. UNDERGROUND SERVICE ALEF BY RBUI�I�7NB �AT� ACC Ds�,� RECOMMENDED BY: DATE. SCITY OF TEMECULA �� �� SI ` 0 0 9 1 C H lrvinvI„u9614 DEPARTMENT OF PUBLIC WORKS �� Yaw 09.2314921 CALL. TOLL FREE RIVERSIDE COUNTY 600 -62-69 1970 �oR�zoNTA� ti �cNLANNRS iNtlNillA SIJAY�YORx� ` " �' A PT Y. DATE ? LOT 8 UINrT S 1110olh9 BRASS DISC SET 1" EAST OF CONCRETE POST MARKER �► - ACCEPTED ALONG LA No 6498 PREP ED 1 .. ---2272800 STAMPED 68 RESET 2.9 MILES S.E. PA ROAD AS SHOWN8.` DANIEL YORKNo. 33125 FROM POST OFFICE AT TEMECULA 29' N.E. OF THE c Exp. s-3o-2007 �' DIRECTOR OF PUBLIC WORKS/CITY ENGINEER 9 Y 7.YtYA, VERTICAL �- V ' PAVED ROAD 5 N.W. OF TEL. POLE NO. 6295, C.W.T. �q C101 � 19 ERIC N. SPA GLER DATE: rtt' PRECISE GRADING PLAN X989:-, 3 S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 OF CA0� - --07R.C.E. N .: 43212 EXPIRES: 31 08 ►• � CITY OF TEMECULA, RIVERSIDE COUNTY, CA SPIT. OF AS SHOWN R.C.E. No.. 64948 EXP. DATE: 6 30 R.0 o �� EE HEE Twp WORKING DAYS BEFORE YOU DIG , 10 91sova 1 0�Ito .......... 'd:a&J, 1-\62104\PG\Production\PG-09.dwg 5/23/07 i P l 115 4C CONSTRUCTION NOTES IFF apse 87.70 100 1 INSTALL 9" X V AREA DRAIN, NDS OR EQUAL. PAD-87.10 .� 4B2DR 2 INSTALL 6" PVC SDR 35 DRAIN LINE. FF--89.50 1mrf 6LJ FF=88.80 ________.-______ ______--------------------- al" __.�� 3 INSTALL 4 PVC SDR 35 DRAIN LINE. PADOMM88.90 PAD88.20�� FENCE LINE4 CONSTRUCT 4) THICK CONCRETE SIDEWALK. 14 12 (Typ) �� 85'25 TG "�� �' �� 5 INSTALL CURB OUTLET RECTANGULAR PIPE PER DETAIL ON SHEET 1 1 1 c 84.78 INV 1 � S=0.0050 6 CONSTRUCT CONCRETE DRIVEWAY. xb\0 87.0 �� .�1 87.0 11 INSTALL 4 ATRIUM INLET NDS PART NO. 760 I 85.60 TG HP HP i r 1N LIN 1 , )2 INSTALL 3 PVC SDR 35 DRA E. p r , 5.230 ..,� 84.98 .1 NV ; �, ' r r 1.0 MIN. LTYP.).. Gas11 CONSTRUCT 4 CURB ONLY PER CITY OF TEMECULA STD. 204A (MODIFIED) aO 1.a MIN. (TYP.) .. -. -- LAC J MIN. (TYP.) I �,-°-----�•-- -� 5 1.0 r CONCRETE 3 SIDEWALK UNDERDRAIN PER CITY OF TEMECULA STD 303 I 14 # 86.60 TG Q 87.a � 86. 0 cn ; r ��, , 11--34.72 , 86.70 TG 1 1 - rs 15 CONCRETE STEPS T MAX. RISER 20 ; 6 HP 1 85.34 INV 87•o 85.60 INV qC 1 o ( ) 114 *_20 I I 85.38 INV P a_ 5 : , Q)6 INSTALL 6' "T' CLEANOUT WITH 6' GRATE 4FR , 85.74 ► .. 1A"no , X , , .,5 ro�� _ _ �.� � ) INSTALL T, CLEANOUT WITH 3 GRATE FF--o87.30 I ' 12 IFF �B ' 1 PAD-86.70 ' I 71 � � �' PAD-47.3020 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF TEMECULA r �" 5 . `�-'• STD. DWG. NO. 207 1.0y MIN. (TYP.) . - , __ _ __ _ ,,, : � 1 � 1 INSTALL 6' SDR 35 PVC SEWER TREE LATERALS AND CLEANOUTS PER TR. 33125, PRIVATE SEWER LATERALS. 4 FSZE 108 1 0 I I I I f r w► , 1 R 3CR 2 B R ,86.70 T __..r__. o I x' 87.o r ) i. jD , 7// CIO ' o. R .ca ;4 N 87.0 FF=*7-s9-0 a j ,�n -V_ 86.70 TG FF i HP 87.0 " = INDICATES GARAGE DROP 1 FS a �►. 1 f. i PAD=8730 ` ��FF= 80 0 PAD-*81s j 0,A .. HP1 � GREATER THAN STANDARD 0.3 1 85.65 INV HP PAD--p86.20 • f� Jf `i.4a 8 6.70 TG �7 FS D 85.37 INV , r , FS I FS , .. 1 2--4 112"R , f. LX 1 ' r o2 0,0; I ENHANCED ELEVATION I wl 91 v � p• � fr ✓ moi' - ` f i �r 4 V , � . •�� r: 1 85r 60 TGM.- +,e� 0 7• © ••�. r S , C;) Jr i 84.72 INV --� 1 �''R �• p p i II � � ---4 R 1 = , � CURVE TABLE 4 1 FS 17 \ , r ' t q , .9 A , ' d R L T 85 ,' �,/�. , �, d , ` �`" Q a ��. ___-� _____- - � 4 � 89 59 56' 2.50 3.93 2.50 r 14� 85.60 1'G HP .,r 6.86 , E � 0 r 1 9' �e. 1 �, "� I 7.26 $7.08 $�•�° ; B 89'59'56" 3.00' 4.71' 3.00' r 84.59 INV 12 a �o ' 84.98 TG I ,..� r.� �'` ; Q� � �. I+S >87.ar �..r... 86"48'55 1 8 0 S co• c,� �jc.� �� 3 FS C " 3.00 4.55 2.84 1.07 MIN" (Typ.)- LO ,184.50 INV .0050S 0 I HP o �,�,. D 90 00 00' 6.00 9.42' 6.40' o p = .' f. -- r;, _ __ (Di 18'37'40' 15.a0' 4.88' 2.46`; I E' AX �- , ,r $ " p 84.9 TG 8-0.005026:�'¢f rTG r. �o vim, ; Q �o 1 , p 84.48 INV 12 8 9,INV o� -�'' �' 86.51 85.20 TG - 4.26% .� �908�4.65 � I � 86.80 TG � N� , :0 �° 1 FS 1 7r 477 1• , 3.597 INV .F-.Y ' , �,T. H = D 2 3 85.24 INVL_j •� � 86.43 r , w ....� MIN.- (ffP.) S-0-005 ) FS � _- S=0.0050 S=0.01 0 12 r 73.73 1 . 85.90 TG 20 ' I 6 0 -- ..- -�,--- 1 8 7 9 86.40 TG ., 1 W 20 r , 86.2 3 84.87 INV ,r� Q 86.19 1 S=0.0 0 r TYPr ---• �6 , r , 85.5 - "' 1.0% MIN. ( ) AC 8�• 85.08 INV 1 I HP p1 re �� FS 3 -- .- 85.68 HP 86.00 TG �68 1.D MI (Typ.) ; r 4.a FS 84.x0 INV r 2r0 :<<f �� f ;� 86.3 r i •3(3/0 �( cCry , 4 5 .CF w .-.-- , r: rr i HP 5► f� 0,6 .61 , , y.� 85.5 ` , r 1 , Q r I 1 1-L R FS �_f, r _ B 1 o CL 110 ' p 1.0 MIN (TYP.) , I r r. r oo •-.- , r a 5AR ' ' �� 106 3 I FS N I. s� I • , 1 I r- 18' 18' 2 PURI -- 1�1 C , • ° ' FF *87.10 .-..--*.r "102 r 86 2 _ %loco I � PAD-86. 0 I FENCE LINE 107 + FF- ;6.92 o r 1 1 HP � 1 (Typ) r `�•`- ,r'r r,• /T r r ''1 '�.�.85.30 TG2.0� Vs , ,: FF-S;-2O"SIJ 0 1 85.5 FF--oW.4084.52 INV IF: 1 �s __:^__��__�. --.=__jr� PAD=86.60 " - HPPAD--85*8086.3 -- _�.____ ___I 1 ' , 1 a r____ �._ 1, HP 1 12 II , s cn 85.5 • `� HP O v' 9V=0Er.2� 1.0 MIN (Typ.) cn FENCE LINE , r' 85.20 TG = FS " O 9 F 84.30 IN � 11 �i�• � i i i i' t --- �� / 85.5 85.40 TC i � +� , C�� ii ii ' li ii ii ii II II i \ w r r 1 85.10 T , 1 11 1 Ir 1 , 11 �, ov 11 FSQ 1 16 LC) 1 1 ,1 1 1 11 11 1, 1 1 iS=0.0050ZHP84.43 INV _ _ "60 INV �. 1 , ,L.► I I 11 11 I, I I r I 1.0� N. TYP• 1.o� moos' -�s V a5 F� 1 2�R100 -- 11 moo ... ... 14 - ----- -_ 13 PUE - Q0 -• - . - 12 ��; _-"_-� -� ---.-_-._-._-.�._ _ --- ..�.. .. L=130.37' _--_-._-�__ ____-_ __ _�._._ _ y dl� yA ' •."r r rwr..r +�+rrrry •'' ; '��' 84.74 TC F 7- RIW mow 4� 1 84.69 TC 14 �� ; 4.23 /NV 84.4 a0 CO Q ' �`L 0 INV �,. .�. 1 5 i C�7 N L �! 1 , � � � icb�• Gj� � II J-100 � � I o. � , •..-_____o g , I 1 I 00 I 0.5% ; A- ------ __ � ,, i �• � I In 10+00 ...................... CB i d' 0) D4.LENTIt 01 . �. 1 , W016� &100 r O ,� 101 a LDO6- Y O 113 M 11320 R,dh411 Av& • 01 Drawing No. GROUND SERVICE ALERTBY REVISIONS DATA �1 C's D ��NOHMARK �.�� RECOMMENDED BY: DATE.Cot�NOERGALE SSS DEPARTMENT OF PUBLIC WORKS � �o is OOKICH irvia.�,G926t4 Yak"949.2.3t-3.21 ., 3 C H u L 3 x FA&949.2S1-4316 „ HORIZONTAL C, O 2� ..�.. DATE. 0 o? `-�. 1.C1" 7 UNITS 102ow�IS CALL# TOLL RIVERSIDE COUNTY 000--02-09 1970 `� r6ANN - R�NO1Niiq� sU.... s • ' T POST MARKER � w � - �-�---- ACCEPTED BY. BRASS DISC SET 1 EAST OF CONCRETE No. 64948 z 33125 1--,800--o227---o2600- T 2.9 MILES S.E. ALONG PALA ROAD AS SHOWN � L, PRE P ED � DANIEL A. YC)F�K STAMPED 68 RESET, .. . � � �-30-200 �, x TRACTNo. P• DIRECTOR OF PUBLIC WORKS/CITY ENGINEER •a FROM POST OFFICE AT TEMECULA 29 N.E. OF THE z/ ; PAVED ROAD 5' N.W. OF TEL. POLE NO. 6295, C.W.T. VERTICAL J']► C)vIL \�- 9 � ERIC N. SP GLEN DATE: - �������� -- , J' p drtr-" �'f'��8$ PRECISE GRADING PLAN 3 S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 Fps L�� 43212 EXPIRES: � 31Z08 �''�*�°� CITY OF TEMECULA, RIVERSIDE COUNTY, CA SHT. OF 19AS SHOWN R.C.E. No.. 64948 EXP. DATE6--30--07 R.C.E. No.. - - ...I -IWO WORKING DAYS BEFORE YOU DIS 10 �i1ot �� � �i��t !�r� � ��� � •10 / • -, l: 62104 PG\Production\PG-10.dwg 5/22/07 i CURVE TABLE 8ZOo TRW PAD ELEVATION SHEET., A R L r N07B 27o A 901,00"00" 2.50 3.931, 2.50 STEEL REINFORCING PER -"` w--- �" - =4 --�'--- • » STRUCTURAL ENGINEER CALCULATIONS. f -,-_'-. - . �.� - _ B 90 00 00 3.00 4.71 3.00 S 120 - - � C 86"48"55 3.00 4.55 2.84 96 2DR • � - - . 4C '~ D 90.00'00" 6.00' 9.42' 6.00' FF-89.20 Ole , �, , FF=89.50 18 37 40 15.00 4.88 2.46 .� PAD--88.60 - - PAD=88.90 a oo �� --CIRCULAR OPENING IN WALL �, TO ALLOW FOR PVC DR41N LINE �� 2.0% 14 41 952BR1 1 's• �- 4�a• � •, r/el 1, FF-90.30 . �� ti .. �ti 3 PVC DR41N LINE PER PLAN �• PADMOS89.70SH T 13 �p ao w. 1p� �; 14 FENCE LINE °O °� ; L; 3" PVC DRAIN LINE THROUGH RETAINING WALL (Typ) y o 88.1 NT3 88.fi 88.30 TG HP IETAINVO WALL PO MPAM7E PMff 1 -�- $7 00 TRW HP 6.69 IN v •'� 90• 1.o7 MIN. �ryP.� _- --- _ S-_ 01 8 c �- ..______�__.-.-_---•�-__ -- ...- -_- ..,�..��., 1.D7 MIN. (TYPO)119 $5.5n rt �..- EE EE 7.90 rG ; 5A _ _ --------- S=a.01 (Dv" Q�- .,�..~---- 1.07 MIN. (TYP.� �. 6.86 INV •�� � J E Z. Al- o ► 4 FFIMM089.40 w FF P87.90 ,� PAD=87.30 `� �- o �_ ----�----- PAD-88.80 o�, � .. � 0�' MIN (TYP.) Ca 00 - � �� � CD 0 � �; L o pip ty t tl 8� � = 198 9 8 s BR F F= ,4o t - ' N, r �.. a PAD--88.90 aF-& f 1.07 MIN. (TYP)- PAD=88.40cr , 89.00 TRW - G �-- � 85.50 TF ` GF.88.90 , 61 }' RET. WALL PER SEPERATE PERMIT o �? N 1 , �,n ol 00 fit. Q t 89.00 TRW ft S=0.01 S= 0050 f^ f 7 85.61 TG 85.50 TF .. _- 7 4 � _______nr ______ ,,� , 85.14 INV i a GB B ' 4 A i (0 � N � Cq 0 89.00 TRW 89-Do RW w 0% MIN. (TYP. '�. , .' FF=88.90 5=0.01 8.6 '� `� � � �` r 14 , 85.50 TF 86.50 TF FS �� �� �- f. °� , PAD=88-30 86.20 TG HP c.a 14C � 8� C 5.39 INV ��� 1.0x• mIN. F�Po , 1.07 MIN. lTYP. .•• oa , tip 8.47o ,GLO f 88.10' r -- i tp qp yQ , PVC D IN LINE THROUGH WALL. 86.30 TG t SEED IL THIS SHEET' 1 ` 85.18 INV • � �S'I i AC - .-� t !n j ' . 1 tea .- 06 , o - 1 t 8so '�' 9 9 , �2 �, 1.07 ,�� 4.937�� , p • o ' 1 .�t f 5 10. & o , F F r, f r 18 18 `-4 s PAD--o88.90- ,,r C-4 ► Sri � • � ll 109 • e] Q N t 3ARc.�' cn c:i ' 13+55039 Q•7 , q 20 W=2D RIW ED �, h �, PAD-86.80 " �- �-, ,�`1' o, �,, •� ,gyp (�'/C�b? 1.070 \Ilk ao �" cfl o LO E` a w i 5 86.52 T �� . o C� o� V1 0 , Qa UN i �. D �- S-0.0050 16 011d � � � 0 5p 86.02 INV 000 CO �, ,�. 1. mss_►wQQ $ t ' % 1.07 MIN TYP. -- ___ � �FS 00 U0 0 � �. . .- c5' .. 1 ,J .� c3� 9.647 86.85 4C 5.4 FS - .� �, °� I .Q,J ; -Q,+ FS i,1, �.5� q � �-, �' 1 �. l• 13+77. )7 FF-87.70 F A S= 1 � � • �• -� -� � , NOTES PAD=87.101 - a �, `�'� °4 [ FENCE LINE 1 �I 86.80 , �� CONSTRUCTION GP 1.a7 MIN. (TYPE �'' O 1 , �- (TYP) i 0 1 D.07�..- FS `, ~'1 „ • fi. 5 86.6D 1--4 Ro � �, ,•-.� � � � Q, •. � _____ 1 INSTALL 9 x 9 AREA DRAIN, NDS 0R EQUAL. FS 89.aD TRW �. `�, --` � '.� �. }___________________�_______- �� 86.SD TF � °O ; ; 2 INSTALL 6' PVC SDR 35 DRAIN LINE. 11 66.96 .�� 17 ; o 20 r : "? cry 1 © Q a 3 INSTALL 4 PVC SDR 35 DRAIN LINE". W -18.15' '' , a F, f 8,eo „ ---� 4 CONSTRUCT bo � �+ r,, - O ,, � , , ,� 4 THICK CONCRETE SIDEWALK. N r __ ___ _ 5 INSTALL CURB OUTLET" RECTANGULAR PIPE PER DETAIL ON SHEET 1 100 �. � • � 101 - ,� 2DRf t ' 6 CONSTRUCT CONCRETE DRIVEWAY. 6.177 0 V_ 9 Z-- ' �` 1 %S 1.07 MIN. (TYPO) `�' ' • f�= ° 0 � `"1 ' �� 11 INSTALL 4» ATRIUM INLET -- NDS PART NO. 76. ° M N �, � f f BS��� 1412 °D PAD=88.90 - ' �c o SsOle, PAD 88.208 FS S�a•a1 ____________ ____� ____________ _____ 12 INSTALL PVC SDR 35 DRAIN LINE. -. __-- -- Old .. -._.- --- - °o CONSTRUCT 4 CURB ONLY PER CITY OF TEMECULA STD. # 204A (MODIFIED) Z 1.D7 MIN. TYP. � • - �,, �q• 14 CONCRETE 3 SIDEWALK UNDERDRAI N PER CITY OF TEMECULA STD 303 ' 86.5 86.5 ca -. "'• -' �G �Q 850/ .28 TG ' 11 `� ,� 11 a ` MSN. VyP.�-- , , c i 8`4.80 INV HP HP 89.00 TRW `. r l "r `- "� (U5 CONCRETE STEPS (70 MAX. RISER) i ' INSTALL CLEANOUT WITH e GRATE ._... 86.50 TF ir) TYP. ; 16 ,T; 3 = is 07 MIN. TYP. 1.07 MIN. (Type) I.D MIN.. ... .._--� S=D.D 1 " 1 INSTALL X 'T; CLEANOUT WITH X GRATE 1 18 18 2 PUC FENCE LINE �? �92Q CONSTRUCT CONCRETE' DRIVEWAY APPROACH PER CITY OF TEMECULA (Typ) ' '�. ,�- �' •�s� STD. DWG. NO. 207 © ca �- �, 1 INSTALL C SDR 35 PVC SEWER TREE LATERALS AND CLEANOUTS o � "� PN c� cJ cam 00 cam �• 114 �? a � PER TR. 33125 PRIVATE SEWER LATERALS. 4FRo 00 6 ai r: r< (6 00 ov � � o FF=87.30 - 0 °� PAD-86.70 :�-��� �,. 10 4 - oar . : 1A LEGEND . FF-87.90LO WIN PAD--87.30 f ' 108 103 � �- INDICATES GARAGE DROP 10 5r , �o ,P , • , GREATER THAN STANDARD 0.3 2DR 3BR .r P FF=86.80 CIVILFF-87.90 f N0 PAD=86.20 PADw87.30 PAD=$7.30 ENHANCED ELEVATION LIDOmcl LD06�-179GR Well--------I UNDERGROUND SERVICE ALERT BY REVISIONISDATEBENCHMARK �°• �� RECOMMENDED BY: � Drawing No. SCALE pf ESS DATE: l� TEMECULA �� �Nq �¢�;"4n, DEPARTMENT OF PUBLIC WORKS CALL. "TOLL FREE HORIZONTAL �' � SCHUL11 1""11-111-0,116 RIVERSIDE COUNTY 600-�s2-�9 X970 �, �� � � BRASS DISC SET 1' EAST OF CONCRETE Po 8T MAR PIANN.,�s fNaN t suvnYowACCEPTED BY: DATE: ac� o �' LOT 7 UNITS 97,@101t109 S MARKER � 1-800-227-2600 STAMPED 68 RESET 2.9 MILES S.E. ALONG PALA ROAD AS SHOWN � No. 64948 , PRE RED �,� ��� .�. ,�, rT, DANIEL A. YORK � FROM POST OFFICE AT TEMECULA 29' N.E. OF THE -A25 "p' fi�-3o -2no7 �' ' DIRECTOR OF PUBLIC WORKS CITY ENGINEER xAYY =x Yam PAVED ROAD 5 N.W. OF TEL. POLE NO. 6295 C.W.T. VERTICAL C110, �. 17701" VV :� PRECISE GRADING PLAN 3' S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 �� p ERIC N. S NGLER DATE: dr AS SHOWN W CA�- R.C.E. Now: tfo.iae .• TWO WORKING DAYS BEFORE YOU DIG � , o , t q rr 1M 15 tj VM Loll -�- 64948 EXP. DATE: 6-30-07 R.C.E. No.w 43212 EXPIRES: 3� os CITY OF TRIVERSIDE COUNTY, CA S HTw OF 19 1: 62104\PG\Production\PG-11.dwg 5/23/07 86 6� 1 - ,� /C 14 Y r CURVE TABLE LAW 1 .00p' d R L .� -- 1' 3 q0' C4) 901000P00" 3-00p4.7 . '00'o0" 12.00' 18.85' 12.00 C 90 0a Oa 2.50 3.93 2.50 <D) 19'24'06" 45.00' 15.24' 7.69' .00' 3.70' 2.12' � 70#35-54 3 � _ 3-�'R 1 F 18'37'40" 15.00' 4.88' 2.46' ' o G 90000"00 6.00 9.42 6.00 H 552'08" 65.00' 6.66' 3.33' a - 1 95`52'08'' 3.00' 5.02' 3.32' , _____- �o .►� I AOO FS doo A __ I r 8 FS 122 0 s�9p - ► -► _ -- w 5AR 010 •01 2 _________________ FF=8�D /- �� L PAD=88.20 .. _ -- C', r I � r 1 ,�j •yt�► --• _ "� c��° �� 7.55 I - �� �� g 87.70 TG . •�� , g5w� y - 86.75 INV 0: 00 ' �O• 87.60 TG _-- ) 2-N,)-R a, - ) 86.14 INV INDICATES GARAGE DROP •�8 . _-- �. 7' �6 9.61 q ,�� .� .,3' _ GREATER THAN STANDARD o T - _ 8 � y a )2 qb 8� f, , GREA E 8 19 - 14 _- �� g�.� ti 86.90 rc 3 8 -9 1011*0 Tc ass ..- _ �-• 85.84 INV p 1.0% MIN. (TYP.) TC cJ _...-- _- „ Fs �� o 6 5=x.005� �, s=0.0 �, 12 D -�C a ENHANCED ELEVATION C1.4o� S , . -- 4 © 86.70 TG a6 pia Q ) FS ��. .� ; S-0.01 87.70 Tc -�' 85.57 INV _______ .�..--- _ �, 1 ! FENCE LINE 43.93 - -- �' L,..---�'" _---- cy C iGF-87.80 �; 86.44 INV (Typ) ---- �. .e J e'"r"'r■ a00Li► - y - ------- � ■ .�' 86 __- __--- - 1� [N _'- ,�. 87.5 �__-----t_____ a , o -�_ _ 1 g5.---�- )2 - IOIL .' _-_-----�� �---_ �j'-IIS -.�,•.--- 86.00 TG DHP MIN• (Typ.) 1 II - 1.0% ...�- 85.33 INV I ; �/'1 w z Q�r �,�'' ----, .-------- -----...--- -... .- -- �1 87.30 TG123V) ~� V ZE 27 86.9 Q 1 r ; 13 8SU a 86.30 1 NVHP F 1 b 4 FF-4"t $0 I AC �,,c PAD- 87.80 I A9 �,a y 86.70 TG 86•$ • 1 i ' 86.4 85.70 IN 1 D.95q I --,. _ , 126 + � HP �- = � ' I. 121 $gip 2 FENCE LINE � 8 I � TY ; $1 � 1 7a� I � ESD � C o LO 13' F F-87.30 I - I '� 1 - e-. 14 i = FS I a 1� FF- PAD=86-70 tis , � _ , .2� 76% C I �� PAD-88.x0 • 9/ I aD (n , -- 86.9 �, 12 �, ..- A 3 T , I 88.1 86.1 o TG GF=86.70 �- HP $ o FHP I S=0.03 ,� 1 �, _ _ c' �, - � � ��- �• 87.30 TG o � 8� I I 85.13 INV ca Q � \ C] - c 87.70 TG ; �ry 1.B '�? oo r-- � 1 OV 1 ..� , 9.33 85.09 TG . II � 86.9 86.32 INV 87.30 TG 1-�--W-�- (D-8i.-O '----I I-);1 � �, �� Q �, q 086-08 TC •�` � I INV I � 7 Ca co 1 �� N cn t•: HP �.-----�..�, _--.--..�..- - - INV ,3$ �.0 `r I A L. J84.61 INV9 Tyv. f�1. r9l, �' �'- °° •o = 86.60 TG 1 w 0� MIN ( } 2 87.53 TG cfl cv -a�"- ) 12 2 ) )2 IN. (TYP) I 85.79 INV 3 � _ woQ5 86.23 INV �. .....�.� o S_C 4 4 � S0�} � ' A GB s a �, �, pfi _. .. ,,... 88.6 - ..-...�-.--- s=0.01 -- .-._ .._ .� .� 1 87.70 TG `�-� '��':' ' 1 S�0.01 S=0.01 23' FG , 2.53% �� 1.0% 4 , 1 app'c,� �1• s I I86.19 INV �, �., �C 3 1.0 MIN. (Typ.) -� .,�. .�. ,� --. )2 88.10 TG 88.00 TG F �, - --- 7w 3 ,(� ¢, Z .� �, ,� ; 8.70q .,.. 86.65 INV w ' ! • M . 12+ 9.75 5 I 0.6 ' r �-- 86.51 INV p�`b G� o I I -� 2a 1 I 127 o W-- 0 t -- � ,o , 1.07 MIN. (TYP.) �, ; I a �. v1 FF87.80 , ► �1 . 88.3 ti c� PAD-.87.20 . Q I 12 HP --- 88.2 , Q I C► � �� 86.9 88.14 11 I 1• lCp �"� -� �' `�'-, - ---, 1 QQ <A-) A ' HP F`- FS 4.5Y I �� G _ F `� o `r' ; 0.4 C' �� Q9 \. I • ty f �': •-- __-- F I o 861 i `8 : )O,ItG 1 1 1-4 R ca S=0.005 �? 10.60 ,.: 86.80 TG C � __ ______ y r l � � .0 8� �' 4. 1 .;��� t�2 f,�- .f 85.21 1 NV �' 9 - I '� 1 4 86 r' / �' , 84.98 FS 8 � C CONSTRUCTION NOTES •- , FS G Q FS �� [ ED , �' 'PRO �-- .� �� S=0.01 1.0 II GF-88&50 a -_FS , 2'R 1 AL. : G 8 �, 2 � 0.01 ... .--- ..-.. 0.4 12 ra• 0.o 1 INSTALL 9" X 9' AREA DRAIN, NDS OR EQU Q , 10.2% �. , n $6• c� [ 0 8�7 ©l f G4I '<? �' . cfl �°� ,3 86.13 87.90 TG ED ED �►,w� 1W� 1.25 j I 84.93 r �.f ,- �r' '�, , `� __. �'__ GB �_.� 1 . ' S=a.D2 ' - 88.00 TG 2 INSTALL 6' PVC 5DR 35 DRAIN LINE. lr.. oQ CO -__- -F-Sr S -.0.01 0 86.83 INV ' �'7 FS FS ) 2a 4 • ,� W 9' i FS I I..' ;" .r'' ,�` a ' 86.46 2 0 �- _: 86.95 INV 3 INSTALL 4" PVC SDR 35 DRAIN LINE. 10.7 r.f 86 + 12 87.90 Tc 1 INv 2DR �. » _ 1 '' 4 ) � 88.6 4 CONSTRUCT 4 THICK CONCRETE SIDEWALK. 1� 85.35 INV 1 86.57 INV 12 'x, io a ff. )23CRFF 5�:�0 . �-- ..� PER r ,I 86.59 � FG 5 INSTALL CURB OUTLET RECTANGULAR PIPE E ,. II a �� 12 PAD---88.60 87.27 FS FF=`�Q � DETAIL ON SHEEP 1 � o o w ; , � � � ,� 88.2 88.30 � . �, �-; r FS PAD-88.50 a,, �-�. .�. I CSS Q } - .B.C�y 87.10 HP 6 CONSTRUCT CONCRETE DRIVEWAY. , i A �toI .L x � �8 � � I I �. �.. , 11 INSTALL 4 ATRIUM INLET -- NDS PART NO. 76. �._ 4 v. 3BR .�, _____---. 4AR �4. 'I 16 :Q c!i PV SDR 35 DRAIN LINE. �C;lrFF-87.7.0. . � 12 INSTALL C,� al V. I - �! 2�c FF-86.90 ' a �'. , - PAD-87.1 d CONSTRUCT 4 CURB ONLY PER CITY OF �� wPAD86.301 �, � , -, - HP TEMECULA STD. 204A (MODIFIED) IF F y , -W 00 h.fi� c� _ 14 CONCRETE 3'-* SIDEWALK UNDERDRAI N PER II � PAD=88-50 ��.: Q�-- :Q Q a�► CITY aF TEMECULA STD 1303 88.2 .� �- 88.00 TG 87.80 TG 1 15 CONCRETE STEPS (7" MAX. RISER) 11 ,� ` ca Ob 87.90 TG HP ) 86.86 IN N �' �� 1 86.86 INV '� INSTALL 6" #T*, CLEANOUT WITH 6" GRATE Q `� Ca V 86.67 INV 5 .. 16 8 � I 1.a� MIN. (TYP.)XN .. ...----- -. ... f-A 1.07 MIN. (TYP.) ire _.__.__„�------------._�___,�- 1 INSTALL 3" 'r; CLEANOUT WITH 3" GRATE" 1.0� MIN. (TYPI .� 1.0� MIN. (TYP.) qb� s--0.01 � L J'. _. .. Zo CONSTRUCT conlcRErE DRIVEWAY APPROACH S=0.0242 ---�''�-- - ' PER CITY OF TEMECULA STD. DWG. No. 207 CE INE 88.2 SIDEWALK PER STREET--� �. a�1 86.60 TG •8 86.40 TG EN L. fic � , )4 12 85.70 TG 86.0 86 ) Nk (Typ) HP IMPROVEMENT PLANS I INSTALL 6' SDR 35 PVC SEWER TREE LATERALS 1 1 85.09 INV HP 85.39 INV SEWER Tc 84.70 IN HP AND CLEANOUTS PER TR. 33125, PRIVATE' E;HE T 131 . � 1 9 LATERALS 9 5A 1Q wa o� � . 2AR �'' Cl i%GfV � SBR 4 B ... p� FF=87.90 , o,� Lw , FF=87.10 FF--88. 0 LD06-179GR FF-86.80 PAD=86.50 PAD87.70 PAD -87.30 PAD=8610 Drawing Na: ' BENCHMARK °•'• Wo330 ""v` RECOMMENDED BY: DATE:COspa.��1�lSIt�N� DATE AC �sULJ ALE F s 0a11CH � uM1,ALEF�1' By �CIll � a .N ��RC �UNDERCITYOFTEMECULADEPARTMENT SCHULTS f"HO- -4316 1970 HORIZONTAL c,,,` 4C� �'� �� -69NviN,rvas su�v�xoas ATE: I/ �� o LOT 8 UNITS 129 CALL. TOLL FREE �^ _ ACCEPTED BY. D RIVERSIDE COUNTY baa 6 ' CONCRETE POST MARKER `� �`' T 1 EAST OF C -- ��' BRASS DISC SE No. 64948 aANIEL YORKTRACT No. 33125 AS SHOWN � � PREPAR � yo � -- STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD • �-.3�--200 TOR OF PU8L1C WORKS CITY ENGINEER xx .� 1-800-227-2600 f a� p DIREC � �, FROM POST OFFICE AT TEMECULA 29 N.E. OF THE * 0'7► PRECISE GRADING PLAN PAVED ROAD 5 N.W. OF TEL. POLE NO. 6295, C.W.T. ERTICAL J' C 1. \`�' C Util -11 t1/r ERIC N. S AN ER DATE. r'ro- > � o � 08 �. CITY OF TEMECULA, RIVERSIDE COUNTY, CA BHT• OF 19 3 S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 OF CAL\\ R.C.E. No.: 64948 EXP. DATE: 6---30--07 R.C.E. No.._ 43212 EXPIRES. " AS SHOWN Iwo WORKING DAYS BEFORE You DIGLlj �,�, ► I V41& L"5 I: 62144 PG Production\PG--12.dwg 5/23/07 i - , PAD=88.60 120 PAD=88.40 121 122 � - � ��'=89.14FF-88.90 .� • -\ 2DR 1 C EF-88.70 irms5AR L= 59.66 n'ni'VA �. Lor LINE \ _ \ 86.09 rE) TG � � \ � _--'" - . - \ �N��������� N��� -5 �6 SLOPE PER ROUGH 5.58 IN � � � \ � GRADING PLANS # ° `°�, - 1 INSTALL 9' X 87.6 _�:� - - �, d , \ - �o,� - . L 9' AREA DRAIN, NDS OR EQUAL. . - --0.005 S=0.605 Fi - - FG �� ;+ `. � . INSTALL 6" PVC SDR 35 DRAIN LINE. Tc 86.30 TG 87.20 TG ''� 9.2° ` `nM1 �R3� \ - 99 8 .� � . - CURVE T8 v - 1 1 °�• �w �����N,����� \ ' - � 3 INSTALL 4" PVC SDR 35 DRAIN LINE. 53 I N 85.60 INV 1 85.83 INV FS wf �_$ 4LO " d R L T 1 P Q \ - CONSTRUCT 4 TRICK CONCRETE SIDEWALK. 901,001000" 2.50 3.93 2.50 8 .11 i 2 86 43 +,A�s a \ 87.27 �1 88 29 1b �' - 5 INSTALL CURB OUTLET' RECTANGULAR PIPE PER DETAIL ON SHEET 1 U 9.00'oD" 3. 0 cn 4 'Nil.�. D ' 4.71' 3.00' °" `'' �' S FSsoa, c 86"48J55" 3.00 4.55 2.84 86.02 - -� x v 6 CONSTRUCT CONCRETE DRIVEWAY. D 90 00 oD' 6.Do 9.42 6.00 FS : - O 3• � \ 7 INSTALL 3' DIA. NDS DECKf�, � DRAIN WITH DIA. TEE' RISER E 17'13`00 15.00' 4.51' - - FS �� G 2 27 T - r,J ,j 11 INSTALL 4" ATRIUM INLET l J , j N x, ---x_89 p �� � L NDS PART No 76 X6.13 86. v �3 �r� F 16 51 15 15.00 4.41 2.22 3 87.37 88.39 �\ IN S =d , 4-0 - , 11 8 :�`a f \ 5 - 1 INSTALL 3' PVC SDR 35 DRAIN LINE. G 90`21)45 2.50' 3.94' 2.52' FS F FS FSS , \ • - - �I \ •-- � �w :�A�'� � �\ 13 CONSTRUCT 4" C R \� 86.30 TG �• � 87.50 TG �� U B ONLY PER CITY OF TEMECULA STD. 204A (MODIFIED) 85.69 INV 86.1 o INV 3 a-,�' fy,b, a �. „ / �, . 14 CONCRETE 3 SIDEWALK UNDERDR41N PER CITY OF TEMECULA STD 303 SIDEWALK PER STREET l 87.0 �' �� W (7"� � �� ' `'' 8 ! 15 CONCRETE STEPS MAx. RISER RET. WALL PER �j �'' ) IMPROVEMENT PLANS FG 87.7 a 'tkY �'� • '� i / SEPERATE PERMIT 4 air 16 INSTALL 6' T CLEANOUT WITH 6' GRAT z FG It , % s 89.86 TRW 89.80 TRW `ti 9.0 8�9r � � 2 ��Sys� �� � 1 INSTALL 3 #Tp. CLEANOUT WITH 3 GRATE 89.80 TRW 89.80 TRW r 8 G :., : . ol 8 •8d TF 86.8 TF4? L= •56' 87.30 TF I 88.80 TF 87. H * , s' .. _- ,, 0 TG ,M �' ''' 2Q CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF TEMECULA ,O :. ` ' ..�� 8 STD. DWG. No. 207 �c-3.65 g1 �� ,� hq .r,,.,..- _ •86 IN §, yN. ..• '' y .y,�, �, �• G- H� ---- � s } � ' \ I INSTALL SDR 35 PVC SEWER TREE LATERALS AND CLEANOUTS [YP.), N• C _-�--� .�• �. N1! _ $ F : PER TR. 33125, PRIVATE SEWER LATERALS. -� \\ � � 69• v �H• J,.� � � , ` $ \ ao • I P-) r. 6•�° o MIN' ----""" C"� ---- �� 15 -5 1.0% - AC 0 TG 1 89 <p ,..{ o 1,. ` ee z �... INV s :r w -•., ._...... .,.,. ......,--.- 87. 00 97 t \ ?000 FENCE LINE •�� Z G .00 1 q Sg J F (Typ) qAr � �P• �9 , F 89.80 TRW •7 • ( .-- i v 6•g 4 89 0MIN 7 87 42 a 84.80 TF j �1 - 1.0% q ;k \ • I'G 1 Q G %;1� 9.10 111011 8 ' 89 ::go q) INV 8 - N 7 .88 - - MIN• o M ,�_---- -�p �d 't ti r % _ 10,' w 1• !� • • - - \ .. „ 89 �. !Z'69 89.10 � A . 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YORK � FROM POST OFFICE AT TEMECULA 29' N.E. OF THEY Exp. 6-30-2007: M . : No.DIRECTOR OF PUBLIC WORKS/CITY ENGINEER YY. • PAVED ROAD �' N.W. F T VERTICAL �� ��`� �"�":� OF EL POLE No. 6295, C.W.T. c�U�� \�- �-- �v `� PRECISE GRADING PLAN 3' S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 � q� ERIC N. SPA GLER DATE: . :.......... - TWO WORKING DAYS BEFORE YOU DIG , .. AS SHOWN ° cA�\� R.C.E. •-i�8 •o t-� �, �� '��{ , v 1.I 4z�� C E No.. 64948 EXP. DATE. 6--30-°7 R.C.E. No.: ��2� EXPIRES• 3 � Q� CITY OF TEMECULA, RIVERSIDE COUNTY CA SHT. OF 19 {.\62104\PG\Production\PG-13.DWG 6/11/07 i ........... 0' 1 FF ~88s80 Inc 0 102 -- 103 FF=87-90 PAD-88s20 '" LANECONSTRUCTION E SHEE F�.�87.�0 - 5 C PAD=86.60 3BR PAD 87.30 .- 4-- INSTALL 9" X 9" AREA DRAIN, NDS OR EQUAL. VA •., T- INSTALL 6" PVC SDR 35 DRAIN LINE. QL; RAIN INE. -. CURVE TABLE INSTALL 4 PVC sDR 35 D L tl R L T CONSTRUCT 4`9 THICK CONCRETESIDEWALK. 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I Q 1 07' MIN. 1 89.r 0 TG 1 g8.� 2.07o , ` I~S 8 � , 7.537 .. � TYP.) 87.13 INV. ��- at ,� � �' � � �f � g8• 1 --. -.- 9' -------�... 87. 1 /Na.Z 88.80 TG 89.1 �0 2.0% t 1 yaw, TG 8•� , B 88.80 T 2 87.70 INV HP8 L 1 88.6 88.3 1 F 87.88 INV �r = 01 �► p 1 1 0 TG 1.07 MIN. (Typ. 87.65 INV 8•� � 89.1 Ob 89.3 �'�p �► cA S o 4� HP Ob co 87.39 INV42) LO HP .0� MIN. (TYP-) "lllolo."011 CR r HP o `�� cp TYP. 111101t 89. 3 F �. - 0o TG C 7 B ,�-�` �,, �► 1 S�o,005 --- -----... 8-o. 05 � •00 5 S=0.01 1.0� MIN. (TYPJ 87.65 NV �, ,�• c3'y .� cx� 1 Qj• �` f ° 2.07of •� �� � a CR R. 09.3 a9.9 �� o 89.70 rc � 89.9 ' HP 89.3 , t 7 67q O `ti , HP 88.20 NV tfi c� � ...�6 � � HP 1.,+�q t� , 11L!j MIN. (TYP.) 89.10 TG r t -n & t 1 4 1 g �. �--- \ 87.4887/ 1, ; ; �. 6 ,- ; -,-� Q o 1 0 3 co f �� NV 90 )N� rf ,r ��i ,�-... , 3 1 1--4' R 9.A� ��� ca �• cs� c. u 1 �' ` i - '• �' r �� , � a aa, �. , 9. ' ' - ' a ►� I v mad 789.9 Q J, -- �� Q 1 f 4 til ca 6.1 - ------ C'D __ E �• c.r, 1 �'� '\ 12 h1P I ^� c�`� d's, ^� o I © HP A cj. fr Awl V--. ZE b $9• HP �' 1 7 3.9/Q w •�o J ' •'� 1 1 r R ___ _ .._ _._ _ 6.91 9020 • �d p .� �'� �. -.�_ � 89.70 0!t- = a•$ ----- a` . ► C [' Eco o10 1 60 o. o -___ cl0.VO 1 4 0• I r a• - _- , 89.0 0 Tc �a v � �� f � HP r 0 , 8� �� f .� , [ U 1--512R1 1 II �j =% rr. ,, FS ' 87.97 � HP �� 87• 1� `_ 0.5 � fs r � � - jf,,.. � NV 4 R 1 12 r r , __ 89.60 TG 3AR _ FS CNV `' ,-' 87.9 1 RZl\ 89.oo T ED s .T 88.50 INV _ �• 12 / rJ % 1A > N FF'-90.30 FF=" 12 4 87.78 N a. 1� V - CIO. .` .lo a 89.80 V �7 �. PAD=89.70 PAD89.60 HP MAMMON= ° Q) a FS 8 78 12 ,� �� ,� I 89.3 9.3 , 1,� °. ° FS 1280 CONSTRUCTION NOTES 2 1 , U R H 3CRrrxr :�Y - 12HP ,3 7r 89.990*10 • , a 9 9.3 -N qO, f ,r FF-WA : 1 INSTALL 9' x 9' AREA DRAIN, NDS OR EQUAL. v( HP 2ARFF=* 09-91. r HP ZE ,, 5HP �. ,� � ,� r � 89.9 PAD 90.20It - -� PAD90.20 :,+ f, ,,' 2 INSTALL 6' PVC SDR 35 DRAIN LINE. HP -- PAD-N-89-60 T 89.60 TG v v, HP f r c 5 74 1 • 3 INSTALL 4" PVC SDR 35 DRAIN LINE. � 88'20 INV �--- --- --- -- - -51: 4 CONSTRUCT 4" THICK CONCRETE SIDEWALK. FENCE LINE 1.0 MIN. (Typ.) �- �i � ,� 1 � _r• 79 (Typ) �- N-- INSTALL CURB OUTLET RECTANGULAR PIPE PER DETAIL ON SHEET i 5 SFF-. $;2,0 CIO.10, 1.o7 MIN. (TyP-)• � 19 -PAQ89.60 - FF-M*4 ' �•� 1.0 MIN. (TYP) 6CONSTRUCT CONCRETE DRIVEWAY. v- 5 89.00 TG 1.07' MIN. (Typ.) Q3 " �4 89.s 1 - o PAD-W090.20011 INSTALL 4 ATRIUM INLET NDS PART NO. 76. 1 Tc 87.83 INV 89.00 T a I I N. cn Ob MI T YP• 87.8 � � 89 I I ,r 2 INV 8 •oo TG �~ 89.60 TG 89.60 TG 89.60 TG ---_ -------. 7 73 INV 1 1 1 12 INSTALL 3 PVC SDR 35 DRAIN LINE. _. _` ..... ..-_- ,. O�,-1 87.74 IN 1 OV Ob 88.26 INV 88.25 INV 88.27 INV L- 89.60 TG �,o 00: 1 CONSTRUCT 4" CURB ONLY PER CITY OF TEMECULA STD. # 204A (MODIFIED) � --..____ . g• -.�-- 1.0T WIN. TYP. •�_ :�0 88.23 INV � „ Q - --.. ( (Typ-) �1 14 CONCRETE 3 SIDEWALK UNDERDRAI N PER CITY OF TEMECULA STD 303 1.o% MIN. (TYP.) �--�--- �r 4 1.0� MIN.. g #Ob Q1.0% MIN. TYP."`�--�+� "`� 1.Oq MIN. (Typ-) 15 CONCRETE STEPS (70 MAX. RISER Ad - All _.�_ ____ __.-_______.�_________-- ----------------------.�----__--- _�_�.�____.�_�.,�_�._________ .�__________�.____ __ 16 INSTALL 6" PT"J. CLEANOUT WITH 6" GRATE -~ - FENCE LINE of la � ( P) t ' ' T WITHSO GRATE _�__ __ c� 1 INSTALL 3* T, CLEANOUT N ExlsrLaT�E� PES - :.,_ 20 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF TEMECULA ](0 *9 J.LCIT11 Ra STD. DWG. NO. 207 __ PLANS . 48•86, __ _ 1 INSTALL 6' SDR 35 PVC SEWER TREE LATERALS AND CLEANOUTS PER TR. 33125, PRIVATE SEWER LATERALS. -------------- _ ----------- _ OP C�t1 �' ► A L=51.58' fall111ma . I" Am -010 on m 01 ceE3 Ea El 01 LOT LINE L=268.17 LD06--179GR ' BENCHMARKDrawing No. UNDERGROUND SERVICE ALERT EY REVISIONS DATE ACG D �w�.�� RECOMMENDED BY. ,�.�-,.. DATE. � dCITYOFTEMECULA SCALE OFESS� Qox=CN �uM=4 DEPARTMENT OF PUBLIC WORKS Yokes 9411-231-4611 wwmwQ� �iVq CALL. TOLL FREE RIVERSIDE COUNTY 600--62-69 1970 ,� f �, PLANNIR3 I<NolN1923 SUAYIiYORS ,� 72-se� _ ACCEPTED BY. DATE.�o / to o LOT 5 UNITS 81 BRASS DISC SET 1 EAST OF CONCRETE POST MARKER --- No. 84948All, --w800-227-26001ALONG PALA ROAD AS SHOWN 'REP ED Pj DANIEL,A. YORK G~ � � STAMPED 68 RESET, 2.9 MILES S.E.S , - FROM POST OFFICE AT TEMECULA 29' N.E. OF THE exp. -30--2007 .� .. 02 DIRECTOR OF PUBLIC WORKS/CITY ENGINEER fir. Yx - VERTICALJ' �* V PRECISE�:. ' PAVED ROAD 5 N.W. OF TEL. POLE NO. 6295, C.W.T. �q Ci1�1�- N r ��. o� ERIC N. S NGLF DATE: ...�:•.'-.. pix =Old 3 S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039-378 Or CAS\� 19 TWO WORKING DAYS BEFORE YOU DIG � �.� �,� � � �� ��,���� �,�� L"S �,.�1 / 71111 AS SHOWN R.C.E. No.: 64948 EXP. DATE: 6�-34-D7 R.C.E. No.: 4212 EXPIRES:_ , �;���X08 �`'�'•�° CITY 0 TEMECUL-A, RIVERSIDE C CA S HT. 0 F I: 62144 PG Production PG-15.dw 5/22/07 i i CONSTRUCTION NOTES 1 INSTALL 9" X 9" AREA DRAIN, NDS OR EQUAL. 2 INSTALL s" PVC SDR 35 DRAIN LINE. INSTALL 4" PVC SDR 35 DRAIN LINE. 4 CONSTRUCT 4 THICK CONCRETE SIDEWALK. 5 INSTALL CURB OUTLET RECTANGULAR PIPE PER DETAIL ON SHEET 1 woo p AD► CONSTRUCT CONCRETE DRIVEWAY. 11 INSTALL 4" ATRIUM INLET r NDS PART NO. 76. 9 12 INSTALL 3" PVC SDR 35 DRAIN LINE. 4:0. CONSTRUCT 4" CURB ONLY PER CITY OF TEMECULA STD. (MODIFIED)� 204A �rlow 14 CONCRETE 3" SIDEWALK UNDERDRAIN PER CITY OF TEMECULA STD 303 15 CONCRETE STEPS (I* MAX. RISER) 1 1 ' 1 INSTALL s" 'T; CLEANOUT WITH 5" GRATE 1 INSTALL 3" "T" CLEANOUT WITH 3" GRATE HP ; � 9 H 2Q CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF TEMECULA STD. DWG. NO. 207 goo p 1 1 INSTALL e SDR 35 PVC SEWER TREE LATERALS AND CLEANOUTS i .�$8 _ 1 Q , PER TR. ,�,�125, PRIVATE SEWER LATERALS. moo.00 ; N d � ► � GOP N 1 dwo ago00 4sw moo 7' 89.00 1 , , INDICATES GARAGE DROP 4000 TG INV GREATER THAN STANDARD 0.3' IA \� 88.40 1 97.8 , - '-' �`�� +n �' '1l° % MIN' - 8moo ago 0"wommm"Ifte woo 4010 7(-ryp.) " ' �- a S=0.00 ' 1.07 MIN. :z /_ _Z., (TYP.) , � ENHANCED ELEVATION 50% - �y r-rFENCE LINE © t 1� =137• - o I a `b moo C� ' ---- 'lb 88• 1 � r ___ -.� 000 000 -� 87.62IIS I dwo MOO r , I FS ' - _ TG 89 00 TG A _._..--�-�. - �` --" - -- $7.89 040 ate. '1' 1 I ' 1 �`? 6 INV r v 88.D8INV • q U 1 87.41 4 � �� P 8a FS 8.30 D ; ,�. ``o g• I s7 �, , 59.2 r F , 84 ..� HP , 47) 1 C q0,C0 89.00 �� � I � I CN C N , PAD-089s50 I 17 GF 89.30 5 lb -__ ____A - - ~- ___ • C) 1 89 00 T__/ �, 5 + , 87.s8 INV ;1° �1111111110 I I Y L _ 88.90 TG I 9.25 TG (b� _ _a - s S=0.007 ; 88.1s INV- 89-25 SIDEWALK PE STREE -� (D_8CZ76 INV \ IMPROVEMENT LAMS low 88.70 TG L S-0.00 7 89.1 D TG I 87.84 INV �9.,� 12 88.16 IN U CURVE TABLE 89 •: I �S99AV 16 1 S 9� I d R L T s 4 `.. , , , OT FS : ' 59"22"26'p5.oD 5.18 2.85 ., GF=8930 , s 49"02'38" 7.oo' 5.99' 3.190.14p" ' s o i i C 9O'00'oO" 2.50' 3.93' 2.50' 0 82FS 83 . I I D 46027#53) 10.00 8.11 4.29 + 1 + 5C3AR FF= 0 + 11 M ?� NI-0 FF-W*M -05 Uri PAD 89.30 + 1 89.4 PAD-89.70 .• �, HP , I b� 1.07 MIN. (TYPJ ; J l 9 3 •o 1.D MIN. TYP. � S=D.D 1 P. ` , FENCE LINE , S�0.01 ,�.. .---.., -- - ...�..-.�. 1.D� MIN. ) (lyp) `9� + 101 Par r4 88.21 TG 88. TG 89.2D 7 12 1 1 89.4 8 .20 TG SEE SHEET 13 87-63 INV 87.80 INV FENCE LINE 87.92 INV 88.24 INV 14 vyP) HP 1.0% MIN. (TYP.) 0 SEE SHEE, T LOT 9 �. 0 80 4B 2DR FFINNO90.00 """ FF-90.80 PADaM089.4036PAD-90.20 18' 18' s' s' UE LOM) O&Cl% • LD06-179GR UNDERGROUND SERVICE ALERT REVISION8 BENCHMARK Drawing N o. SCALE o�E s s f .. sw�.aso RECOMMENDED BY: DATE:6113 ! g ��` aNq A.�`4 DEPARTMENT OF PUBLIC WORKS (, 1Ilmll � 3CHULTE iAXs4�9a�i1-0!I�CALL: � FREE RIVERSIDE COUNTY 600---62-°-69 1970 HORIZONTAL c�, C, U? - /.. �'` `� ,G P&ANNSRS ■NaINSSRS SURY/YOBS • '� / a ?BRASS DISC SET 1 EAST OF CONCRETE POST MARKER - ACCEPTED BY: DATE:�' 7 o LOT 6 UNITS 82-m 84 1-800-227-�2600 � No. X4948 � PRE� �� Y� YORKti _STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD AS SHOWN DANIEL c, TRACT �. gyp. �-�o-�oo� .� No. 33125 FROM POST OFFICE AT TEMECULA 29 N.E. OF THE DIRECTO OF PUBLIC WORKS/CITY ENGINEER PAVED ROAD 5' N.W. OF TEL. POLE NO. 6295, C.W.T. VERTICAL ,��, e �. -vxuff-"Al d _ ,� , q� ��� PRECISE GRADING PLAN ERIC N. P NGLE DATE: d 3 S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 ' '•:-:i�8 :: - AS SHOWN � CA�.�4 R.C.E. No.: 64948 43212 • 3 31 os �« o Two WORKING DAYS BEFORE YOU DIG to �,.� (10wo b � . I ►�S� t, EXP. DATE. 6 30 07 R.C.E. No.. EXPIRES.... _„ TEMECULA, RIVERSIDE COUNTY, CA SHT. I:\62104\PG\Production\PG-16.dwg 5/22/07 i II 4 I CONSTRUCTION NOTES - - - ``_ / r (D -INSTALL 9" X 9" AREA DRAIN, NDS OR EQUAL. ------______-____------___-- ``�~-�------------___.__.__-___.�___�..�__________________________________�.____-___________________�.________________________-____-___.�___________,�__-�..�_.�_-_-�.___ --------------------------------------------- _____________- _ TA 6" PVC SDR 35 DRAIN LINE. � �;,,-- ______.�.�_________.�-�._ .___-__-__-.-__�.___�._.______-______.�__ __.�__________.��,___________.�______�._-. -___��.___ . 2 INS LL p ____-_____-�,_. __- _--___.�_ __w �� ' _------_-----_-�-_-•- _--------_--_--_---__---_ _-- /'' 3 INSTALL 4" PVC 5DR 35 DR41N LINE. � �' ,/ ------.-----_w_�_______-.�__-_, ��, , �� •� SLOPE PER ROUGH 4 CONSTRUCT 4 THICK CONCRETE SIDEWALK. --------------- ,/ , GRADING PLANS 5 INSTALL CURB OUTLET RECTANGULAR PIPE PER DETAIL ON SHEET 1 - -�----� 89.4 ENCE LINE I � f (T-yp) �_____________ ________-_--____________ _ _HP___ ---------------------------- ___ __ __________-__. ______---- -----win __ ____ ____ �_ CONSTRUCT CONCRETE DRIVEWAY. mgl _________________________________ �____ __�.. _______ _________ _ ----------------___ ____ ________.�________.,r________ ---- ____ ------------ __-_________ �..--��..�, „� , in no A" WIN L= 2.40' ,. .- ,. 42.5 1 11 INSTALL 4 ATRIUM INLET �- NDS PART NO. 76. I , 12 INSTALL 3" PVC SDR 35 DRAIN LINE. ' I ' S=0.01 S=0.01 1.07 MIN. (Typ.) .. ..�.....•.-..,�-..- ,.�... .-_�-__ 1.0y MIN. TYP.- , 1 --�-�---� � 1.D� MIN. (TYP.}� - - - -- - .. .. 1 13 CONSTRUCT 4 CURB ONLY PER CITY OF TEMECULA STD. # 204A (MODIFIED) , 88.50 TG , 88•sF ) 88.90 TG 88.80 TG 14 CONCRETE 3 SIDEWALK UNDERORAIN PER CITY OF T�MECULA STD 303 , I ' �� 1 I 12 88.92 INV HP ) 12 86.41 INV 86.93 INV 1 CONCRETE STEPS 7" MAX. RISER 0 1� ( ) -00" � � � .Q. �' r I I 6 %Aj 00 INSTALL 6' "T' CLEANOUT WITH 6' GRATE , INSTALL 3 T, CLEANOUT WITH 3 GRATE r CO 00 9 a0 60 e� I r' 1 - , , � 1 8850 Tc - , ;rf ;1 1 I ►B R t-- a .�� ' @86.'07 12�{. f f; I 8 INSTALL 8' PVC. SDR 35 DRAIN LINE ' t ; i FS I � �► , INV � J��` " FF=69,s-W -� 882DR 19 INSTALL 24 X 24 DRAIN INLET BROOKS PRODUCT WITH �.� _ ' --� PAD=B$ o ��`'- ES ' /� f ' 1 TRAFFIC GRATE OR EQUAL 4 a8.3 , 1. f FF-90,JO _ L..y SY'9 y� ,, ,,. ,' H PER CITY OF TEMECULA 2• - ' I i 1 HP , F F=4" �t f 40 PAD=89.50 I ' 20 CONSTRUCT CONCRETE DRIVEWAY APPROAC E ----�--3 arr jI � I � 4 �`� 12 )_4.,R PAD-89010 , f r, STD. DWG. No. 207 , 1 ,�(� FS �+ 11 1 t--*88s50 ,+. . -- F 5d C Ca I 1 UV.V I I o , �• J I rr FS ! , 1 INSTALL 6' SDR 35 PVC SEWER TREE LATERALS AND CLEANOUTS , , , , FS 17 , GF 4 � , 823 ' ' I PER TR. 33125, PRIVATE SEWER LATERALS. 3 - , , I p , 88.28 FS ' ' o i ;f 88.9 89.4 4 FS 4? 89.D7 � 1--4 1 2'R 1 ' 2 18 • , , ____-- LO FS B 1 " 89.10 TG , �+ __-,- - - _-�.__-�_--. _- HP HP , 18 - ____V�___..._..._____-_.� 3AR •' . i i � 87.80 TG 1 � r ' in S-0 02 87.3) INV � 1 1 � 3.927 08.2 �� � �, I -�y - .r 4 w I 1 85.DD INV p, , G ' 3 17� ..... ...-.•..-- ---.----. . 1 • �S, .229 HP �� 1 18 I. 88 60 TC • --.. -- �.. ---� t., '`� F '1 po ti � � `� 1 - � � 1.0�' IN. (TYP , 1 . q � f 88.85 d- 1 8 7.50 TG FENCE LINE '- cp 4�• 01 m ;.' f o .� ,... .�..... 1 ; � - - r k` ep , , ' 8a.6. 1 88.27 FL FS r� ; 3 ) (Typ)vt- a- . G f ' � _________SIDEWALK PER STREET - 0 V `i 4 7c�j � 1 ;- ,� r�ARAG DRP - I ;< 2 INDICATES G E O I , 87.9 .s H ,,r ` y , IMPROVEMENT LANS C� °° S-�0•D 89.10 , GRATER THAN STANDARD 0.3 - ' S=D.479 53.85 INV ' ------------ _ � ) Yz "Z" � P .�. 1 1.07 HP ... -� ..� .. .,F---- -. �...--- S=0.02 I 1 89.4 12 8 7. 86.6 22 INV ' 1 83.80 INV _., .,.,. , . 3 , � INV HP • -. �� 5-0.010 5=0.01 o G ��� C I 2 G oo �. E °� -MIS , 1 1 vR@ -0.040 87.60 TC G 88.20 TGffini ' ENHANCED ELEVATION �3 � � 1 I � q � 1.07 V �, 1 , 0 1 2 1.07 '� 1 &.2I , �� . ! ' 87.27 FL °� 4�' 1b ��° iNe 84.47 INV �`' 4vIV ' � 1 � �ti q,'1 �,. � o q �''� �G 1 �C coo � 1 , �,, ►^�' � 18 87.27 TG �. 1 �, �' `�, �� �. �� �ti FS I 1 • c,a, 19 Qa b ` 4, ( 1 I I i� 83.77 INV $� N� ,r 4 1 ; V0 1�� . FS I , , �, 4 N �, 4�• ,� 1 89.4 , HP 1 110-6% I (0 86 1 fit �° 5 1.07 �V 1 t��• ; •� ,r .5 A 1 f o0 88.2GO �• �� 1000' Ice� f` FFD • �! °` 88.50 TG 88.7 _ �, �.: ,r ,� : I ; HP � � � , PAD-09.70 , .. --.-- .-..---- 17 58 INV HPC/ , 4 , = 1 1.07 MIN. (TYP-)8 1 ' ► --, b� 1� MIN. - 89 4 , . .-- - , r fip ' - 5 ,�AC GF=88.50 �o OA ! ! : , 89.10 TG -• ' 1 ,i ' 6.877 45 -G �'-- S=0.02 87.23 INV ; 5 Ei .� __ MR- 1 ,1 , 88.2 , - ' � 8.07 � 4 • HP 88.2 I b. �S s-�o.D2 1 89.10 I 2 - � --___--___ -- �,� �Q�• o0 89-28-1- 1000 1 •. ; 1 C? , 2.07 L , 89.4 12 87. - ; o - -vy , x�l , p88.80 TG 23 INV •- L_ 9 1 ► I 17 HP 1 1 I _ , �� c� �• - ; 86.47 INV I IF 20 • IfFS L ---- ---- --- 4 F L G r _.`�_ __ 1 ' 47. FS Fi F=*s-N qFt ' / ,r �o I 4_ PAD=89.00 1 6 r 1. � �,f ;r 1 � r FS 0 90 85 ` 8 8.5 0 TG I ! 5A • . • ! 87.28 IN 3BR 1 4 - ------ ------- FF ' „' ,"_ �� ,� FF---0Wv*40 x. 1 PAD-op-88.50 __________-J I • r PAD-MIN 1 '� . . 1 .,,. 1 GF 089.00 - l of 2.D/V 88.2 .�. +� ;' ;FC';' 1 1 , � 12 FS a a I 1 HP 6 , • I • 1 - °O © .r , p qq .� ,f. '�' 89.4 )2 89.1 a TG a9 I PUE .---... . .. .. - .... i . o �► A.�o Tc �q 1• 1• �� o`� s 1 I 1 c� n II ) " ` a �� HP 87.89 INV ; �`1 . ` 1.07 MIN. (TYP. w •� ao 0o cn F -- . 1 8 q o __� __ _ __ --_______ _____________ S-o 0 -- �- -- - _-.�- __ " --________ _--_______ __--�- � � .�.�.. ,..- •-.�.---. .. 1.07 M. P.) -�, 3-4 1/2 1 , .mum ...�._...,r�rwr.rr�nr r+�r.rr+_ r+err ,.r.�...�wrwr+ ..rr«wr w „�. L" 172.40' �`+ �T 88.15Lmj_ 8a.7 ; L-26-55 � � �- FENCE LINE Ica 6 Q 87.64 INVHP ! , 1. .� 14 (Typ) , nTb lip 1 c'111410L6 0) j CN OF o � o � 15 w ROCKY v_ 14 ni VA TE) I ,-- I ir ; r 0.57 CURVE TABLE ,�? a R L T b G - ; : 90«00'00" 2.50' 3.93' 2.50' kl R �r 8 90,000'Oa" 3.00' 4.710 3.00' < MO, th C 25"50'31" 10.00' 4.51' 2.29' j l n u '�. � SEESHEE16 9 D 8.7"36p43' 3.00 4.59 2.88 N . . OE 90.00'00' 6.00 9.42' 6.00OU or to 9,x'23 1 r 9.01 c 14.51 9.38 r I •-�� I f L M-090.1 0 �c�L R , 90"00-006r 10.00 15.71 10.00 CAS PAD-89.50 % U7' 1*_0 OZIGMLD06--179GR Drawing No. DATE ACC'D BENCHMARK Mo.�� 17)20, Av. o UNDERCRC�UND SERVICE ALERT BREVl IC�NssWOa RECOMMENDED BY: DATE: SCALE o�ass, �� pyA co1�1CH lrria.yU91b14 DEPARTMENT OF PUBLIC WORKS S> 000, F7► Yoko 944.231-8111 1 • SPq� 3CHUilx F"949.3,31-00115 HORIZONTAL' CALL: TOLL FREE RIVERSIDE COUNTY 600-�-62-69 1970 w �� � PLANNISS INo1NIIIR4 SURVIYoa� DATE:` L13 7LOT a UNff8 86.91 ACCEPTED BYR BRASS DISC SET 1' EAST OF CONCRETE POST MARKER -- No. 64948 STAMPED 68 RESET 2.9 MILES S.E. ALONG PALA ROAD AS SHOWN � �' PREPARED Y� DANIEL A. YORK � No. 3 2 1-800-227-2600 , � gip. 6-30-2007 �, DIRECTOR OF PUBLIC WORKS/CITY ENGINEER x - r`• FROM POST OFFICE AT TEMECULA 29 N.E. OF THE - -fir �r VERTICAL ,� PAVED ROAD 5 N.W. OF TEL. POLE NO. 6295, C.W.T. � e1w, N d '��'..... . , PRECISE GRADING PLAN o ERIC N. S GLER DATE: 7777....... j�f•.:.: 98 ..•:: 3 S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 pF L\F 4321 3 3�Z08 °+ ., ° CITY OF TEMECULA, RIVERSIDE COUNTY, CA SHT. OFAS SHODUN � R.C.E. No.. 6494$ EXP. DATE. 6-30-07 R.C.E. No.. EXPIRES / .., TWO WORDING DAYS BEFORE YOU DIG__ toteFo�[____ ,,o I vW1 V 114 1w r-ruz t oIs t - 0 .11111L, I:\62104\PG\Production\PG -17.dwg 6/12/07 r I i SM -----_------_- EXISTING SIDEWALK__ -_� ----___� �____�__�__� _ JOIN Ex2:� sLoPE _-_��__��__�__�____�__�__�_�___�__________�_� CURVE TAB, w _ w. .._h_., ... _,,.w _.. • R. ` / V� r„-.w- _w, .r wr___w r-r-,w- _. .r--_ 90'000'00" 2.50 3.9 . . ... _ , Exp T�Nc wo E SOTUTH ---------------_�_,�---------------------- ---�-------_________-______ ' " ' .71' ,� ao' LF CREEK DRIVE uTH 2. s e 90 40 00 3.04 4 . ' _ �• SLOPE PER ROUGH c 18 4 . 7" 5.00 4.78' 2.4 ' Y +ry►rrr� � � ^- �.�...� ,�......� ----------------------------- ...-� .... . , J1 , 1 1 -w' ..•.qw Y,,, I w --- - . ------___--- GRADING PLANS r no 9a 04 Da 6.04 9.42 6.4Q h __- -_ FENCE LINE � � � , . � - - - �-��--�_--___.�-___.� _ --_ .�_.- __.� _-__w_.�_�._.� (Typ) '1437" 34.40' 9.55' 4.L=27 •08 - --_--_-._�.----_--_----_ _--_-. ___ E 1886 1 FG LOW SIDE LOT L __. ___ ____�.____ .�__ __ --- _�.________________.�_________-- __ _-- ___�.__________�.__-__ I T FENCE LINE r ' r 88.2 TR l.07a M (TYP.) (TYP) -- . ._ .--- 1.oY MIN. TYP. (.'•" _l t `T•. t r ' �'.� - Tc ' AC .- ° MIN. (Typ.) 87 60 L. ....I -. -.r,,-._-. ... .-...._... - .._...___ r - CONSTRUCTION NOTES 86.1 o INV 03 87.60 TG ��• R DRAIN NDS OR EQUAL. s ._... _ _••w•._.• �5 1 INSTALL 9' X 9' AREA , 87.50 TG 1 87.50 TG �Q 2 i 86.39 INV 7 �; e 86.35 /NV 2 INSTALL PVC SDR 35 DRAIN LINE. � 8`6115 INV 1.0� MI (TYP.) '�` ���-� �. "r t J N.37�► / 1 1 c4 C •aro MI a J • 3 INSTALL 4' PVC SDR 35 DRAIN LINE. SID w_w r _ w FF-FF- 87.20c .o - 1(07,; - �, PAD-88s20 �. . 4 CONSTRUCT 4" THICK CONCRETE SIDEWALK. . _ �w PAD 86.60 f r r fy_ a8� � - -..- . lr 5 INSTALL CURB OUTLET RECTANGULAR PIPE PER DETAIL ON SHEET 1 �- RETAININ WALL-- °- 87.9 � d '' t , CONSTRUCT CONCRETE DRIVEWAY. DFS" IL g - a 6 _ - SEE ELaW HP I _ s , , �. 2B 1 v, 87.9 1 �..: 11 INSTALL 4 ATRIUM INLET NDS PART Na. 76. A $ 87.9 3AR ,� HP 4 p FPB .1� , 1 „„ A o � S 8 HP FF=88-o80 fi� 12 INSTALL 3 PVC 35 SDR DRAIN LINE. � PAD-. �� �- 87+9 .��� •. 2DR �,88.20 , ". 1 M,&.1 � 13 CONSTRUCT 4 CURB ONLY PER CITY OF TEMECULA STD. # 204A (MODIFIED) 4� �,► t PAD 88.20 r � � � 3 82.91 - _ SIDEWALK UNOERDRAIN PER CITY OF TEMECULA STD ... � � 87.5 i � 14 CONCRETE Jr3' SDE � f 0 TG FS N p 1 87.60 TG 86.06 INV 1 86. CONCRETE STEPS T MAX. RISER ;1 � j ��l.1� 53 INV � 15 C � ) �1 , w �o 8 �o r �, � �. I � � � RATE _ ; ;� FS b FS 16 INSTALL 6' T, CLEANOUT WITH 6' G .. 0.6 CNV FS �+ _._ 4 INSTALL X 'T; CLEANOUT WITH 3 GRATE >8 _, ED 87.32 '�• / / • 863D- � FS � FS 1 .4 FS _w.., � �._. 2Q CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF TEMECULA E , o o Ile-0N ,� .� 0 !�i 0 __.. . .. _._..... • .__ o. G. Na. 207 7. /O _ � _. _... 1 INSTALL 6' SDR 35 PVC SEWER TREE' LATERALS AND CLEANOUTS PER TR. 33125, PRIVATE SEWER LATERALS. 5CV) --f\ It JA FS 11-1o, FF=87.40 �`� �, 4� '� Qo 12 ®' �i 04 �5 �,r ..'� f� r' fr ! - O o 1 © y 1 '` 87.9 l PAD=88.84 / f �� � �, �� �� �� o �Jo -- ' 6 3 a HP .0 D2 9.570 2. ,HP D ..�' 11•f ,�` ` INDICATES GARAGE DROP .- �O 2 9.1�' w _. __._� r w_ STANDARD 0.3 • :-.- 3 �0 4� tO c� ' - -T--.° 87+9GREATER THAN HP - . . s I d .� S-0.005 �e •- - d ;r / 87.6Q TG •_.__..____. �p& S--0.0 AC 87.60 TG i ENHmCED ELEVATION 1.0� (TYP.) 2.0 � { � / ca � l 85.91 INV MIN. sry ��87•o $ 87r 20 -_ . 86.70 Tc f Qlb w .o7 M/N. P.) 86.20 INV ' AC1 1 .070 V .._. .. r HP 85.87 INV Hp 87.3 ...... -�� � 85.58 INV � � � � . .. .p. p w. 1 A _ ,� ,7.23 ' C 7 . 00 . 1 87•Do T a -�:=•" d ,` d � p � CSS 1 1 3l . .. y . NV HP 4A 1 6 �. �ii s t � .oro' 110.0y 1 �'1 5 PAD.. �, , --87.3n �' I�.�.`_.' `�C 4 B . FF=88-oN 1)S.I D 1 I 1 �._ �._.� PAD 87.60 86.70 TG _---- ¢, •�, 85.38 INV o -- r 87.3 d l ,,,, HP so AV) tri (Opi FEN E LUNE •o, •p (Typ) Q) FS CIO low FS 'law w / - L_ -`� FS p , s SCALE 1"r- ,o Orr 9 85.98 ,a " ~ ► , t <4 -------------------- --------------- .�____ ----- _--- 85.41 IN PUE � �` F �� " ' � � � s _ �; ` ' � . �� _ � � =$y,_v _ G , » 1 do 1 d _ /�y - 85.85 - �-/-y-.�.-•�-.,. �..r.. .,.. L=242.33 @334 �,05 -on*moot CL' qac - - ��► ro• . -- - - - - - - .4 •o c 93 -- RIW - - . - -86.35 TG - - - - _ if r a - - - - .- - �...•„ - -. - - -» 85.80 INV TRW PAO- / o j 5 ELE/AT ELEVATION SIDEWALK PER STREET % - � \\ �, �, � IMPROVEMENT PLANS 27 0' C� t3` -. . r Ipq f r STEEL REINFORCING PER _ .__.____. .___-_ '-�_ of __....__.__Y_......�__.___... __.. .._..__ ....__...... STRUCTURAL ENGINEER CALCULATIONS. / A � , LP 00 rV FG ELEVATION I 1 0.50 --- ......._. _ o - MIN ° ' `� * ---..-._ -`.-.� --------------.----.-'-- -.--------------. TRW LANE � ROCKY • ...__.._._... «. _ _ . ._.._ - - _ _..____._ _.�. _ .._._...� ...�._..... ._.__.,.___ _._._.. _._�_.. __ . _ .. M_. ,..._..rv_....._� LEVATION oP f _ FGAd 2 - ti • _ - e0.ELEVATION 5' MIN 17-, -- S ' •-' --- ---" --_--_ _. .. ' __ _ '�� _ .._ __. __._ _._.. C �' �6' '' 6' L--------------- RETAINING WALL DETA LJ EJ r ; f 6 s ter. 76 � /� ~l .sy.. ..•.-.•"'++.....«..«..._..._...... V ! � µ�` � M� ������ �....�� 01VIL • _ _ . ... ,____.... ._ _..._M._.._ .._._ .. __ ..w._._..._ .__..___... _._..,.. _..__ __..._ ..._._, w_ ..m. _. _...__. _N M_ fljj `t 1 i tf � �- • 7 _....__.....,___..-._. ...__.___ _..r LD06-�--179GR / 1 / td f' d, J ! ! S '§j'"t'.en,•, Fly' � i l / r f d / /' "� :gin-.• 1 � ....^ • Drdwin No. 9 ' BENCHMARK �a.�� S ,ae. lArw RECOMMENDED BY:. .•.-. DATE: REV18IONS DATE ACS D �� FTEMECULAC1ERGROUND SERVICE Al..ERT �YSCALE o� s, � ao�,E� �u9�„ DEPARTMENT OF PUBLIC UUORKS UNa � o YO 171 YQkm0 949.231-ani SCHULIX FAAW-W-0516 _ HORIZONTAL 4,� G ��" �� m �r LOT 1 UNITS &o�10 CALL*. TOLL FREE RIVERSIDE COUNTY 600-62-69 1970 , l�` G., " '"°�"���� :u�y ro � ACCEPTED BY: DATE: �3 a7 o BRASS DISC SET 1' EAST OF CONCRETE POST MARKER `" �' No. 64948 ��' ` TRACT No. 3 2 AS SHOWN ow N � � PRS QED �� IDANI�l.A.Yt�RK .. STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD � Ex• • 6--30--2007 � IRECTOR OF PUBLIC WORKS CITY ENGINEER � aY 1-800-227-2600 W. � D WORKS/ CITY POST OFFICE AT TEMECULA 29 N.E. OF THEPRECISE GRADING PLAN POLE NO. 6295 C.W.T. vERTICAL CIV1!- �'� PAVED ROAD 5 N.W. OF TEL. DATE- 3' ---•-•• -9� � ERIC N. 5P LER DATE: �rto. •� COUNTY, CA SMT. 4FTANDPIPE. ELEV. 1039.378 � ��0 43212 XPIR S: 31 Q8 �'�' CITY OFr TEMECULA, RIVERSIDE 3 S.W. OF 36 CONCRETES 19 AS SHOWN OF CA R.C.E. No.: 64948 EXP. DATE-• 6-30--07 R.C.E. No.: EXPIRES: Two WORKING DAYS BEFORE YOU DIG a t . �� t r►�t ►V PLt2v 4 t� I: 62104 PG Production\PG-18.dwg 6/12/07 \ \ I i I 2 e 4� ojpkAl $P4 s �0C N 28'09 14 E RAD N 27.18'581 E 20.29 >' 8�► , `vl- vii' 8 °pQ 14 48 4E L 0 s8> •00, R-170.04 L-43.95 oa 0,13., 00 �3A 7 0. R� >.98 ry , ��, D L� �1 , �► , ��, ;0 I 780 N h , ^3 4� •/)• �,3 �J 9 4 X44 L J. JOI 00 e db D 43 ,Al 16 •141 1 . w049* 18 ,ptr Q1' SPA C 2 ,r�L � /° '�' op � ''88 , X81 ., Dl? �AREA - 1,9 �9 , N 19'09'3T E RAD L_88• N zj, 8�9, � � � 81�3" � i '0. ��., �.�. Lzzz0• .146.04 , 06 IIIII'k - 416 41 4 so cv -(z) ov 60 qO, 0040 (yo)Ft. 56 YAO %9 tie tJo,p 0.0 R� �► • o w % �•40 N ;r 43 10 w 94 le-�• � 'S � '� 01 � �3 , �� �� � •� � � �' 848 � � /, o ; , qGR 4 44 pC0 .04 �' 8" �� cy 6 �) 1.p . S/ - 28, o > 6 �', ,1 iii o `� �i'/V IN 48 =91 1615 R-=20.00 L= 1.8 � A • ,AR, a wSr N 17062) E ^a '� Irk. RAD PCC . S �4 p0 , a • �, �, � L 8• 0"41 51 R=2181.00' L=26.55' 90 $ 0 TIE FOR LOTS 8 AND 9 N �,�• , w N 1922'44 E RAD _ X1.4 , � ''' 3 llh211 8► -� N 1�7"'4 'S2' E 1 ,� J' 1 X2.4 RAD PRC " R21 172.4 , �,, 98.00 0 -88'54 O , R--23.00 L=35.69' �, N L7 �o 8N 16!36'5T E 8.36' 89 28' -- . '` A ,� . 10yoo oc _ N • .oo3 �� 1� 20 �, R=180.00 L=31.42 °�9'' .X37 TIE FOR LOTS 8 AND 9 �O �� J0. o Fp �10. , 09 TI FOR LOTS 7 AND 9 '� °0 00" E O � �aT � . � 23D . �,► q c L_4 N 75�22 58� E RAD o `` 0.14 3 =8614"49r *1 IC 00R�23.00' L=35.42' N 42"07'44" E 3.65' �'' tea• N 7914 5Cr E RADZ ',V' N$ 0.). -81"21'4S ' •� v . �f �► �, 4a o R=40.00' L�56.80' 10 � to>10 � , \\ / \� 4 ,o �► 4 ;9 0 9 w ,, ,` N 69'36 39� E r v o � �. 50.00' 7 Cj* A b .J .�. 5 J v -88!14'4T R-23.00 L-35.42 0 - � ., fa S � -� N 39 09,30r E 48.661) •etc``� ��., y g� ''7. �' SCALE 1 60 o �ti N v , �� 60 30 0 60 120 180 -88 04 2 '� Ir R=15.00 L=23.06 �t 009 0 W H IC SCALE � J �, �o• `1. 1 /or , LOT 23 LD06--179OR �a��� �ra�oA�.. [�rdwing Na. ACCD �� � �� Wo3" COMMENDED BY: � DATE. �►UNDERGROUND S RVICE ALERT' BYR�1II�lDN� DATARECITYOFTEMECULA SCALL pFESS/ ao9,cs ,�uM„ DEPARTMENT OF PUBLIC WORKS vow 9at_n SPq f s c u M FAK*949.231-0316 HORIZONTAL C, �' CALL: Toll. FREE RIVERSIDE COUNTY 600-�62-��9 197 HORIZONTAL COWROL LOTS 1-9 . .................. . . PLAN 125 �N��Naa� x��y �►�� ACCEPTED BY: DATE:G f o z BRASS DISC SET 1' EAST OF CONCRETE POST MAR R ` a' No. 64948 mB." U� � PA A AS SHOWN PREPARED DANIEL YORK xurx Y , No. 1---,800-227-2600 STAMPED OS RESET, 2.9 MILES S.E. ALONG L.A �� Exp. B--3a-2oa7 '�' � zr.. OFFICE AT TEMECU 33125 N.E. OF THE � p �' DIRECTOR OF PUBLIC WORKS/CITY ENGINEER FROM POST O CE L PAVED ROAD 5' N.W. OF TEL. P N0. 0295, 0.1�f.T. VERTICAL CIVIL ��' - Oro PRECISE UO"'RADIN'ON PLAN -/ ERIC N. S r GLER DATE: ... S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1X139.378 �'� A,�° 43212 ExPIREs: 3/31/08 °�•� CITY 0E TEMECULA, RIVERSIDE COUNTY, CA SHT. OF AS SHOWN R.C.E. No.: 64948 EXP. DATE. 6�-30-07 R.C.E. No.: TWO WORKING DAYS BEFORE YOU DIS I: 62104 PG ProducIon PIG-19.dwg 5/22/07 i