Loading...
HomeMy WebLinkAboutLot 5-29 - Precise Grading a V LEGEND o QO BW - BACK OF SIDEWALK DF - DEEPENED FOOTING GRADING NOTE PRECISE GRADING PLAN FL - FLOW LINE z FS - FINISHED SURFACE FG - FINISHED GRADE 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM BUILDING CODE, CHAPTER 33, GB - GRADE BREAK AS AMENDED BY ORDINANCE 93-04. GF - GARAu FLOOR HP - HIGH POINT 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A LP - LOW POINT MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. PASEO DEL S (DL TC - TOP OF CURB 3. MAXIMUM CUT AND FILL SLOPES = 2:1. TF - TOP OF FOOTING TW - TOP OF WALL 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. -- TRACT BOUNDARY � - RETAINING WALL 5. ALL GRADING SHALL BE DONE UNDER THE I SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL PHASE TRACT NO . 2 186 1 assessors 9O -- LET NUMBER REPORT FOR ALL FCERTIFY THAT ALL ELLS OVER ILL HAS EENDEEP.PER _Y PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION �■■�Osseo ■ PLAN 4C - HOUSE PLAN TY ���■ N - - PE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN seer■memo ■ FF=1109.67 - FINISH FLOOR CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING w a s■■■r ■ PAD=1 109.0 PAD ELEVATION PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, 'imago~ � ELEVATION AND LOCATION OF CUT FILL SLOPES. �,assume ■ 7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. Sousse~~ ■ S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. ■ 10� ■ 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS ■ N INVESTIGATION 3Y CONVERSE CONSULTANTS (PROJECT NO 96-81-420-01) DATED 4-26-96 AND ALL ■ ♦• ♦ 17 ■ ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY ■�' ♦ ■ ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND - CERTIFICATIONS THAT GRADING HAS BEEN DUNE IN CONFORMANCE WITH THE RECOMMENDATION ♦• ■ S OF �+ ■ + THE PRELIMINARY SOILS REPORT. TO RIVERSIDE + 14 TO CORONA m 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 ♦• ■ , ■ ?� M HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION �� ■ 13 ■ m ♦ ■ ♦ MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. o ■ z �p,R R ♦rrn 11. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR + ■ M ♦� M ■ GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN + ON THE APPRO� ED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN � 3 couRT N ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. ♦+ + S N I 1 NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, +� 10 S� r DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. �♦ , p ■ P ♦r ■ ♦ cAssiN ■ ° �N �� � o PROJECT ♦ �, 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, �♦ ■ � � AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT, PREPARATION SHALL BE APPROVED BY A + p AURA RD. � SITE ♦� ■ REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 10 ■ ■ o 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE ♦ ■8 City of Temecula RD. STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER ♦+ 1$ ■ -' AND DAMAGE TO ADJACENT PROPERTIES. Ln 1,0gl0k), + 1� � 1 HWAY 79 15. DUST SHA 7 NUV� LL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. ♦ ■ ■ H Cp,MPA ♦ 0 WAY �• TO SAN DIEGO 1 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY r 2 DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST 22 BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. ♦ N ♦ 5 �g� 23 + �, VICINITY MAP 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE ♦ Op ■ + ■ NOT TO SCALE SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES ♦ ■ 24 + ■ OVER 30' IN VERTICAL HEIGHT. ♦ 63 ■ ♦ 25allows# 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING ♦ O ■ s s■■e PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN �► 5�1 ,�� mass message SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS G� ♦ s s N■■ REQUIRED, THE ACTUAL DISTANCE ABOVE ThE ADJACENT GROUND SHALL BE GIVEN. �► .� M■ 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS � . �� ■� OR ANOTHER AF PROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND ♦ * M COVER, SHALL 4E PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL ` ■ s■e r BE PLANTED AT 10 ON CENTERS. SLOPES OVER 4 7 IN VERTICAL HEIGHT SHALL HAVE PERMANENT ' is .♦ IRRIGATION SYSTEMS WITH BACKFLOW PREVI NTION DEVICES PER U.P.C., CHAPTER 10.R a .♦ �{- UNLESS OTHERWISE NOTED ON PLAN + ,� * * 20. FINISH GRADE !HALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR 2 SEE PLAN FOR DRIVEWAY GRADE, . A MINIMUM OF 3 FEET. 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 29+ ♦+ 22. ALL PROPERTY CORNERS SHALL BE CLEAR _Y DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF + ♦� � 19: MIN. ANY CON-)TRUC i'ON/GRADING. ♦ .� <cr 23. APPROVAL OF "HESE PLANS BY THE CITY OR ITS AGENT,, DOES NOT RELIEVE THE APPLICANT AND HIS U rz ENGINEER FROR THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED ,'♦ N� DURING CONST ''1CTION. UPON REQUEST, '`HE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY ♦ �� SUBMITTED TO 1',-IE CITY ENGINEER FOR REVIEW AND APPROVAL. . 3' ♦ tl ,�♦ 5, 90 MIN. 1, 24. RETAINIKG WAL.I , SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. ♦ �� 2% MIN. + ♦♦ P.L MIN. �-� MIN. r ♦♦ FF 1109.6700 ♦ ♦0 PAD=1109.0 z ♦ ♦♦ M ♦ ♦ 3 1 CONSTRU ON NOTES ;k10INDEX MAP MIN. MIN. I I � � 1� INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE AS SHOWN 2% MIN. 21 MAX. PER CITY OF TEMECULA STANDARD DWG. 303. SO as PAD SO t �- 2 INSTALL 12" r 12" DRAIN GRATE (NDS 1230 OR EQUAL) GRAPHIC SCALE: 1"=50' 1 rn 3 INSTALL 4" PVC ( SCHEDULE 40) 3 SWALE I SIDEYARD LOT DETAIL TYPICAL LOT N.T.S. DRAINAGE DETAIL p Foy BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING N.T.S. o Underground o 9 2 1 2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION o / THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION Service A ert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS o OWNER DEVELOPER' 6 of Southern ;alifornia CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN o MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A Call: TOLL FREE BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS .- 7 CHAIN LINK FENCE, 21 x 16 AROUND SO. CALIF. GAS VALVES, TRIMARK PACIFIC HOMES r� 1 -800 40 N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56'23"W OF P.P. (NO.#) 94 g5 ARGONAUT, SUITE 205 N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. z 422--4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. ALISO VIEJO, CALIFORNIA 92656 YWO WORKING (MYS BEFORE YOU DAG ADJ. DATE 9/13/82 ELEV. 1128.410 TEL. (949) 465-1655 LD99-080CR t0 O CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: KEITH = PLAN SCALE o ESsi INTERNATIONAL '"�`"` 1 "=50' CITY OF T s � DEPARTMENT OF PUBLIC WORKS Drawing No. Contractor Civil INC. =ice RECOMMENDED BY: DATE: s 2L an " .atK Jbwwrmw PROFILE SCALE a, c� Inlend Empire Division ,Wturni Jbww m lAdeguy Inspector No. 459M �Qwtw�. e�sero. �. � CA AMU may„ NA ACCEPTED BY: DATE: PRECISE GRADING F '- 4 N S Date SEE ABOVE 1�_�l_02 PI ns Prepared Under Supervision Of RONALD J. PARKS `n Completed J►J, �P DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 4 TRACT NO. 24186- 1 Date � �� ., DRAWN BY: LD -v OFCA`�F PASEO DEL SOL GEO GE A. E DESIGN BY: CG - LD 19744 9/30/01 R.C.E. No. 45920 EXPIRATION DATE 12/31/2002 CHECKED BY: * R.C.E No. Expires LOTS 5-29 Sheet 1 of 3 r t* h m (14 �30 '`• jos r C ��p �'p s 2:1 MAX 2:1 MAX o 2:1 MAX 2:1 MAX 65.00' b d 60.00' 6lb 64.77' 64.57' 64.00' fi4.00' h %(kr 1K s e) 1 a h d, '�• b F b 0 FGc O+BA S FC try G $$O 64.57' C CO F iv S N I.F �G !, 6. `-w v TW=87.37FG 0+72 a �! F .�._ _ d9 64.57 0+68 0 �� TW=83.8 0 �� TW=80.8 g TF-79.8 �� B' �L N o o' F=76.8 10 ''1► -' v o wRAI ' CD 1� S 4 4 0 PLAN 3A 6 "5° 7 �� S z PLAN 2A $F �Q ^ PLAN 2 s t e FF=1182.0 ��� PLAN 2B a FF=1188 5 � 8 a• PLAN 1 C PLAN 3C $ F\- PAD=1 FF=1 179.0 5' PAD=1181.5 ?88.0 PAD= 178.5 FF=1185.0 A-1, FF=1186.8 FF=1 187.9 5 1 9 5' 1 DF PAD=1 186.3 5• PAD=1 187.4 PLAN 1 BR �� w � x x 8.5 1�� o PAD= � �h•F�, FF=1189.1 - 0.3 0.2 ��• 0 5' 0 PAD= 18 o JFF,- 9' PLAN 3a 0 0 8.6 o 11 ?� 80 5' J 10 0��C`' DF PADS 18g 6 G L' 17 `� GF:1188.0 DF �� •1 GF=1181 .0 5' � GF 1178.5 GF=1184.0 GF=1186.3 4•p G7 5 GFm 1186.9 5 OF, Cd ��G s 6' 0+00 5' Co ,� N 0+00 b�•� O+Oo 6 °� w K Ul) ib TW=83.8 i TW=80.8 � I) k 0.4 G� TW=87.37 N� � n 5 v ,� Q � '�1 G � F=76.8 p .Z F=79.8 O'QF cr DF IOD I v F=84.7 86.3 b°p N 6. r�i 5 GFS 1188.6 ,;� 5, c� 90 C) a .� o Z o w 80 3 �8 rn w ° FL �, D,��. 1 ° co o -G � S rn No 85 1 h d �► K d ao °° ^ 5 GF:,'� •p ��'GFS ° a -G 9. `. _ ` O �s �� ��� LA y �� N ��• s� 11.501 •FS .p9 ��• dd' y 8 N O t 5 �6. •8� 65.00' 60.00' L58.86• S cSj �4� d'� v [ ' C 64.00 64.00 R W S ' d �� ado ` os LIGHT h CURB FACE 00 _ 9 ^1� � N + o + OD n t3�'g S�f �P y~� + +-4 is ��! qo v a� + rn -•r ,..J S c S S S N S os~ S V S `M I a,o a) S `' M �� CASSINO $�, 6+00 OU T 17+00 r n �. 1%.4 v n + 0 14+00 + 15+00 + + + + ,.. � � v r ■ 14 0 01 00 C) � W T�10. O .ro v' W w� u, Ch CURB FACE � ,o, W ,� `� W U '4w W rn � �o BW V + Uj 3: R W OD0. + L=18.32 L=63.7 �,� 6� 50.01 d0 �� 0+00 .00 ��� ph 8gs,�y 43.0 ��� ? 6 6' O v .c�SO TW=85.3 v 0+00 $5.7sQ ��' �`'' 6c�g�' LU •��. W OD v F=81. v 87.0 �, - ® ,�, ' Z �y O'Q�C v 83. _, �3, N °'- 7 o L�.53' -- o � , l Uj L 1 sr 10' W=80.2 rj d iv o-j 11 OD.3 GF=1187.8 ,��� LIGHT 0 o N a = 0+28 = o C' CO GF--1 183.1 3 !cn II �, $�� GF=1 187.9 `D cis ao Tw=80.87 X '� GF=1 187.0 8 cp t3 1 s' 0+32 1 eo� GF=1185.4 du i °4 F °U TW=81.53 et &. 4. 26 ,�.,� 88.0 �e GFS 0+44 8? 9 PLAN 1 CR 0 d�S 1189. 1 pa 7W=-80.B7 29 5' 5' 0.1 FF=1188.3 ' GF, Sg 2 N 1� PAD=1 187.8 Z sa 8.8% S PLAN 1 BR Z8 27 FF=1183.6 5 H F o.3• ao _� �c,6� CL 17' DW PAD=1 183.1 � PLAN 3CR PLAN 2A 5' PLAN 3A FF=1188.9 24 0+68 FF=1185.9 FF=1 187.5 PAD=1188 4 5 DLA ^ s u' S.6 ,�'o?� b o+ 41 Tw=80.87 51 PAD=1 185.4 PAD=1187.0 6 e� �� 1 N GRAPHIC SCALE 5. w y 79.54 'L 1, 5' L �? s e V I FF`1189.6 2GR 0.4. �. U� N + N �� d eir I 5 �� s' �� PAD,11,69. a 3 ( IN FEET ) 13, o '�� do e* ��3 d �' 89. 1 PLN 38 � FF=1 20 Ir 10 20 4o so o ' -' 0+72 p? o A N a�7 e$ pqD_r X90.2 a 0 0 .� TW=85.3 �.� W- L �A ! 5 89 7 TF=81.3 �� 0+76 c`°o C, » _ i co TW=87. cri N �� 89.0 1 -- 20 lope�F �. d, 's s F1-- � o lop •, I+ b F dd � G� U a? �•o•ar C�� O ' 0+72 OC) 1:t k4X nv, �. X84 s r �'3rF=B oo r 2:1 MAX E-4 o+ e9 64.s u► 60 00 w 8 0 2:1 MAX `9 85.00 �' G 89 8 2 60.23" /\-58.67 55.04' 0.7a C ' X9'1 .9 4 4 1.5 0 o+ w ikG 9.75 2.9 49.58' 9' • k v 48'00 �v 0 G 0* G ° 86 3 �g2$2 7k; 'w(9 4 � c 14 19' S3.661 2. I 925 93 � � gg• 41.19 8 �' ' O V CL 17 � �ry 9? o �� ,p 94 ��� y,� 28.05' '12.62• I 0 YORE o L Underground 0 Service Alert 0 of Southern California Call: TOLL FREE 1 -800 422-4133 LD99'-080GR •- 7" WORKM DAYS BE7FMF YOU DOG 00 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: KEITH PLAN SCALE E � =20' CITY OF TEMECULA # ic; INTERNATIONAL 1DEPARTMENT OF PUBLIC WORKS Drawing No. s` .S/�G rn t ontractor Ciil ": INC• 'r�, PROFILE SCALE RECOMMENDED BY: DATE: vw Inland Empire Division cvu+� ib„r„„f 04 Inspector � A. ' �o ate.Aw.. �M. xn" � ew "M on)�o�. NA • s ,.G PRECISE GRADING PLANS � SEE SHEET 1 �°' �� ACCEPTED BY: DATE. U-) Dote Exp.12-31-02 ans Prepared Under Supervision Of RONALD J. PARKS PHASE 4 TRACT NO. 24186-- 1 0 Completed `r�,� �P Date DRAWN BY: LD DEPUTY DIRECTOR OF PUBLIC WORKS 6 �- _ PASEO DEL SOL OF CAL\ GE G A. NF DESIGN BY: CG LD 19744 9/30/01 R.C.E. No. 45920 EXPIRATION OA1E 12/31/2(102 CHECKED BY: R.C.E No. Expires LOTS 5--- 10 & 25-29 sheet 2 Of 3 a `C, h tz rdo0 � rf� 90 X.0 N 2,1 2:1 MAX 61.02' F rn F o rn 0 60.s7 .5 • 4� 92 F 9'1' 64.57' ' -n'� 60.84' �+ o �7 r FG Fes- I 64.57 �G FG F N + , ��Q' '9 17 w PLAN 38 o o ' 5' FF=1 19 3.1 5� 90.8 116 PAD=1192.6 59 89 0 L aha 0 15 L PLAN 2AR ��� ►+ r �FG 1.3 N FF=1192.6 PLAN 3C O PAD=1 192.1 64.57• o ,1.2 0PLAN 3C8 C 14 FF=1 191.9 I o 1190• 5� PAD=1 191.4 b• , PLAN 1 B QIk LNN 2BR o pAD=1190.3 0,• 5' i•- "� �' a`5 � � 2 FF=1191.2 '' '��`� . $� pF IFF! 1190' 0.4 � � F 4F � GF-1192.1 ��,C� PAD_1189.7 PAD=1190.7 D N b cam' a9•S DF 0. , F r I 5' �� GF=1192.1 � Xy N L t P =1189.6 5' 69 89:1 1 898 FF 1189.1 ..�-. ? $$� ' A• AD= FL 4' GF=1191.4Co ( a P GF 1190-3 GF-1190.7 5' t o �O .d 1 � 0' N N 5' �m 1 N 1gR a 7 "I K ,�' " K � La N P�,N ,� o pF �.,GF:11 �► 8g 2 N o N O �Q M u7 ca v- C,O .'94A ��1a9g 6 �a�o DF 5 5 F��GB �°' 90� ,ri CI 13 �ri FL F� 8 r I • S3. F F NV �8 D � 5, r a Ch M P F( ' �v�^' Q � 9w �°kF c,6G = 1891 3 ' L=10.22 49.58' o1: �0X�2�6.2S ' g0 p0• o fui =58. ST. LIGHT 16 24' ,`Vo�t/J o cn '�T °Dcm 0 �, N C7 �°�•5 c7 ��0 0�1 ��•b �^ Bw N r- •, r OD v C� LU5' �, 7.3 •�'o X58 8io 6� CURB FACE � + It o�! �! to r Uj $° J S S o S s00 r r n N OD so 1 c Xes 9 ,~�58 8 + J S Ln I g z N d 4 e 20+ 0 ©r - 21 +ocouRT 'r iJ �� �� C sS NQ + ±V j � � N� n 9 0 w CURB FACE w r w �o TYP •c' C' 90 CONSTRUCTION NOTES s + a w w 00 -An co-� w BW (TY P) w, o 1 INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE rn `� tea'`� a, �k R ) 6. 9' y iDo o OQ v d L= 9.33-��� 4.15 89 39.52 L=20.6 •27' �► PER CITY OF TEMECULA STANDARD DWG. 303. -► g+ ,� eo + L-63.8 '9���y s4y ( x`9 2 INSTALL 12» X 12» DRAIN GRATE (NDS 230 OR EQUAL) �,+ S �. W sCD o 3 '0114A •s 6 k� o 3 INSTALL 4" PVC SCHEDULE 40 o r� 0 y9 J f�.5 (`9e �' as °' �,1 \ o � S 50. 6 4T 9 07 ( ) 8 A as -n L- f. W _ 19 �'` a� ,� �,'`Q'���`� L 3 G F-1 •� L 89.g Il p H 90•s os`G�(t 90.6 91.0 N 64.53' ��y �� II `t s �I o aD 90• �; GF=1 191.1 v, L v at �� 0.2 GF=1 191 .5 D w A N 0.1' G7 A 1g f ` ay �° F_118g.2 90 �, DF .4 TG 0.4 DF 1.0 N 1 OF -87.2 '�(c�S -; FL C' 01 .6 IN 2 L-C D 1�92�IN Ca e �o� L _1189 1 F�aB. 22 ��, I GF-1 192.1 9r s p � GF e . _, PLAN 1 AR L 21 3 � 0. FF=1190.8 PLAN 2B DF 5 `� o' � to v • �� \\ 3 9 9 5 o ' � s 3 °� 23 $ PAD= 190.3 5' FF=1 191.6 o.2' 20 10 -79 .4 N 3g 5, 9� PAD=1191.1 D PLAN 3CR 9 IS 9 1$ of Pte` � �.a SCR �f $� 87.5 �$F4 FF r 11 g0. 5 90 N� 5' S FF=1 192.0 (��r 19 PSN 3 2 1A �Q Z4 PA0�1189• X90 �A © 90 ok 90, PAD=1191.5 PLAN 2A FF-��gg2-1 ��v L a7 Z PSN 2CR F� " 9 5 FF=1 192.6 ads FFs11899 1 d19) 'yA s o ,yAr� PAD=1 192.1 o,'►,F�. o. 5 5' pAD 118 5 5� r,�'L� r 5 1 _ rn a4 9r 2 N a ' 4 6 to � N N 011 0 c GRAPHIC SCALE 5. PNO - ( �* 00 92.74 9 �'• 57.46 IN FEET ) ►. �• �S � de � �\' S �. Litc •3 9p 40.42 � _81 N 2.1 x zu 0 10 zo 40 so -r-L ,� ? F•t- 9 f 4�� �`� •� >> . c��' y�'' 80.65 6 5, 87.7 G ��' °' 12► 16 AX .80 52.28' 5.07 54.93' S' 43.98' X o, w » ._ ' _- C• 2:1 M 3.36' 51.79 46.65' 13.38 2'1 ��ti M8 Ay 6 ��V v3 1 - 20 Q 52.62' 39.80' O 9 44.74' ry 1 1�0 ��o ry FG 3C H� � WWI � , 2.68 30.22 _ oc-► ��' 28.05 A 9X0 9� F 9� 3 `off , c� ���ry�, 3.2 w .g N►hX r►' do O �' N '�` i, Z;1 41.19 0,� c + �---�- .� N �9 r O'S,o 9 ,_ co 1.58 ,y Via, N OD N ------ '�� ,� a92 23 hA� I} 86 S 0 µ .-� ,yAS19 t 0 1-1 0 41L 01 FORE cT � 8�,• r �� a '� oUnderground 0+64 3CR Service Alert o L -IF,11 1184. 0 of Southern California r 153. 15o Call: _'OLL FREE 1 ....800 z 422 4133 LD99-080CR ' TWO WORKWj DAYS BEFORE YOU DIG qt CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: KEITH ,,, PLAN SCALE CITY OF TEMECULA ESS INTERNATIONAL 1 =20 DEPARTMENT OF PUBLIC WORKS Drawing No. Ciel """""" .,, INC. RECOMMENDED BY. DATE: / Contractor . drat,* J..a,m, PROFILE SCALE Inland Empire Division » C%atuml Jbmw,w `�� A. , 'S * NO � ^� a �' onfM-o'� NA �' . �ZG q PRECISE GRADING PLANS InspectorCN Na, �g20 ACCEPTED BY: DATE. P 1n SEE SHEE7 _ _ PI n Pre pared Under Supervision Of RONALD J. PARKS o Date s E�.iz 31 � � P P DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 4 TRACT N 0. 2418 6-- 1 Completed �9 � Dote �7 J� _ __ DRAWN BY: LD PAS EO DEL S 0 L a) CAL1F GEORGE A. NFE EY DESIGN BY: CG - LD 19744 R.C.E. No. 45920 EXPIRATION DATE 12/31/2002 R.C.E No. Expires 9/30/01 LOTS 1 1 .-2 4 sheet 3 of 3 4­0CHECKED BY: cL