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HomeMy WebLinkAboutLot 12-17, 42-66 Precise Grading GRADING NOTES 1 . ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF UNIFORM BUILDING A C NO c 285 0 PROJECT I CODE, CHAPTER 70, AS AMENDED BY ORDINANCE 93.04. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE LEGEND SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM C I S G :RAD OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . 0000.00 f � � 4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL TOP OF CURB T.C. HTS FILL SLOPES OVER 5' HIGH. FLOW LINE F.L. P1IASF3OTS217 ) 266s 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT HIGH POINT H.P. SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLYIN CITY OF TEMECULA STATE OF CAL I FORN I A PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS FINISHED GRADE F.G. OVER 1 ' DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA FINISHED SURFACE F.S. c� ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GARAGE FLOOR GF 0000.0 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. PAD ELEVATION PE 0000.0 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG FINISHED FLOOR FF 0000.0 �p TOP OF CUT SLOPES. W Pia 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN WATER SERVICE � � � ONE FOOT. S � � 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF SEWER SERVICE THE PRELIMINARY SOILS INVESTIGATION BY: DRIVEWAY LEIGHTON AND ASSOCIATES DATED DECEMBER 11 , 1998. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE II SLOPE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. LOT NUMBER 12 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE UNIT TYPE 3550 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR C I N I T Y M A P EACH LOT, 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL NOT TO SCALE SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION 17.06 (RESIDENTIAL) , 17.08 (COMMERCIAL/INDUSTRIAL) PRIOR TO HIMPOINT THE APPROVAL OF FINAL INSPECTION. 35' 35' A PC OR -0.3'MIN. 12, NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS UP BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIoz AL. aez A 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. t5' TYP 15'M PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 5' (�T B 5' 5' B (�T C 5' C M I N NOTED) M I N M I N NOTED) M I N 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 3510 PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL 3521 SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO o ADJACENT PROPERTIES. n 0 Z Pic z z FF 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED BY THE DIRECTOR OF PUBLIC WORKS. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE CERVA TE a.x Q a.x � � TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE < <-� a n o MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO z .- z PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. SHEET 3 WAY 1°� MqX Ln �0� MqXLO RA 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. TYPICAL SIDE YARD DRAINAGE 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 32' 35' 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES 12" MIN. ABOVE PAD ELEV. OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE 5 MIN. P/L 5, MIN. 6" PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 6" MIN. MIN. SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 3' MIN. 1 ' 1 ' 3' MIN. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT ROUND OFF TOP MUDSILL MIN. MIN. MUDSILL IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER P/L 10.R. 5> 3550 3560 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. - cV 0 12" MIN. 12" MIN. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. CD 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR SHEET 4 _ 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. SHEE 2 SECTION A A 21% MAX. MIN. 21% MAX. E 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE FOR REAR YARD SLOPES GREATER SECT I ON B - B THAN 5 THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- IN VERTICAL HEIGHT o RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED O TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. -- 5' MIN. P/L o TYPICAL FOOTPRINT 3 MIN. 1 �_ i i -,j - X %� r � MUDSILL MIN. a N.T.S. CONSTRUCTION NOTES & QUANTITY ESTIMATE PO SCALE: 1 " = 200 ' . Under round Service Alert N0. ITEM QUANTITY UNIT s4" BENCH MARK LOTS INCLUDED 12 MIN. LOT GRADING (31 LOTS x 15 C.Y./LOT) 465 C.Y. W o Robert Rein, hill zam Fmst & Associates ELEVATION : 1091 .074 2: 1 MAX. PROFESSIONAL ENGINEERS, FLAMERS k SURVEYORSa COUNTY DESIGNATION T-46-81 STAMPED ON 2, k 1 2" OWNER/ DEVELOPER " 27555 Ytf1 ROAD, S1. 400*TaECull G. 92591 BRASS DISK I N CONCRETE WALL FROM THE INTERSECTION OF RANCHO 2% M I N. 6 M I N. � CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET WOODS I DE CHANTEMAR, I NC. 21% MAX. w 1-800-422-4133 -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND A CALIFORNIA CORPORATION SECTION c c - a WINCHESTER (HWY-79), 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79), 23121 ANTONIO PARKWAY TO A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUDIS SUITE 120 0 CREEKFORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE RANCHO SANTA MARGARITA, TWO WORKING DAYS BEFORE YOU DIG ABUTMENT 3 E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX. CA. 92688 Looa-oo1GR 3 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK plssi DESIGNED BY DRAWN BY CHECKED BY SCALE o Q� OH'!A. tCW EWS MT RECOMMENDED BY: DATE: 140 C I TY 0 TEMECULA DEPARTMENT OF PUBLIC WORKS awing No. PO 11 04 Contractor HORIZONTAL ,� `�, �� PI ans Pr pare Under The Supervision Of s � ACCEPTED BY: DATE: NO 28510 Inspector SEE ABOVE AS SHOWN � No.43090 � Z tg-loo � DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEERExp. 3/31-00 ° e' HAEL A. RONALD J. PARKS \ \AY\A PRECISE GRADING PLAN VERTICAL a O Date Completed 7r �� :`......... ca F lE� R.C.E. No. 430 Expires res 3-31-009744 - �frf :ileo....:.=:: - - - N/A o�- ���. p R.C.E.RcENo. Expires 9 30-01 �.,� TRACT 28510 1 LOTS 12 17 , 42 66 SHEET OF 4 0 ti .-- 00 ~ r F r r r - r r r + r r r r r r r 2: 1 SLOPE 0 O 45.78' `$+ 45.03' \d�l 44.76' 11 �� 44.78' �� 45. 10' �$ * � ��7 " 04 #1 N `N � it �p O K"" n N O c0 Y- 0) �- N 5 (D Ep O Q) O z N O ..... 6' 00.4 O - o K..-, 5 g' 17 i!? z O �z r N� 16 99.5 4 FG 1,* .r.. C4,4 M 5 5' N M 90. EG F 3560 .7 95.7 F "" s7.6 FG � 3510 G 12 FG 0 96.6 97.6 14 97 .G FG FG /3550\ /3510 3560 3550 1100.2 �_ FF 1101 . 1 18 FF 7- F P1100.4 5 ? z 97.3 1098.3 FF 1099.2 PE 1099.5 40531 CHANTEMAR WAY I I r z FF 1096.4 FF 10 FF z z 40537 CHANTEMAR WAY 7 ae PE 1096.6 ? PE 1097.6 PE 1095.5 I � PE 1095 •3 �I 40555 CHANTEMAR WAY 40549 CHANTEMAR WAY �Ilae 40543 CHANTEMAR WAY 'r 4 0561 CHANTEMAR WAY I � r r FG 1 1 I 99'3 LL_ .3 3 FL,G8 '3 6' '3 .6 FIG 5' FL4 � 1100 .3 .3 96� BW 97.4 ,* .4 0, U. 99.5 GB G 94. 7. 8. F FG 98.4 .� r� �r 96.5 7.4 GB FL95.4 95.7 94.6 96 3 GF 1097.8 FL,GB rL FG FG 5' S GF 1099 7 rL, x to N FG FG l[,GB G 12 t ( 1 s rn GF 1095.9 F,6B F GF 10%.8 L01 • ; � r Xq� '� ,n : ;n '�' ry• 47 .00 + I r r. N o ^ ? a` ern ". 7 .0 0 r W "� ry• ; `D ^ r 47 .00' . •- 45.00' 9.42' 37-00' 47 .00Okt I I I CURB kDOTTER - - - -� L o r -� g" FH � - ~o�io I I +N 19 UD �` - - - � � - - - - - �h• - - � moo \ � - I °� 0 8 WATER r I I CO (->I J J7` N- - I 2.0% N_ + I ap 1 8" WATERo `c°v Cly I I�� `+° N r N + N I 1 GO � � nom' I I I � �' I � � � - - - � ` _ o V_ 1 16 I *- �' 17 �--- 18- - - - - 1- - 8» SEWER� I rk r CHANTEMAR WAY N 8 SEWER + CD 1 � CURB k GUTTER O1 I r _ R/W I I I SONORA CIRCLE SEE SHEET NO . 3 0 0 s . N O tV O PO 0 a. Underground Service Alert BENCH MARK w 20 0 20 40 60 a Robert Bei?k )rill iam Frost do Associates ELEVATION 1091 .074 PROFESSIONAL ENGINEERS, PLANNERS k SURVEYORS RIVERSIDE COUNTY DES I GNAT I ON T-46-81 STAMPED ON 2, k 1/2n OWNER/DEVELOPER Uj U, 2755 YNEZ OD, 400oTBEDIA CA. 951 BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO GRAPHIC SCALE w CALL TOLL FREE (909) 676-8042 FAX (909) 676-7240 CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET WOODS I DE CHANTEMAR, INC. a 1-800-422"4133 -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND A CALIFORNIA CORPORATION (ZD = BACKWATER VALVE : L 0 T 15 Z WINCHESTER (HWY 79), 2.0 MILES N/E ON WINCHESTER ROAD (HWY 79), 23121 ANTONIO PARKWAY TO A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUDIS SUITE 120 a CREEKFcW TWO WORKING DAYS BEFORE YOU DIG ABUTMENTK3 ' EI oFTSTEEL HE /GUARDRAIL,E WING WAL 19'6N of TOEFLEPHOI�CORNERSERVIOF CE�BOX. CANC9 688NTA MARGARITA, LD00-001 GR 0 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK pFESS1p DESIGNED BY DRAWN BY CHECKED BY Drawing No. SCALE QR �'� CW EWS MT RECOMMENDED BY: DATE: C I TY O TEMECULA DEPARTMENT OF PUBLIC WORKS A. Contractor HORIZONTAL �` �� !�'y yy Plans Prepa d Under The Supervision Of Z 6 r.., ACCEPTED BY: DATE. l TRACT N 0 . 2 8 5102 0 SEE ABOVE AS SHOWN � No•43090 DEPUTY D I R. OF PUBLIC WORKS, FOR CITY ENG I NEER PRECISE GRADING PLAN °- Inspector EXP• 3/31-0o Date: M CHA L A. LAN RONALD J. PARKS \'XI.Y Yx:. � � Y.\' YA%Y N F VERTICAL 'ft C I y 1�. a Date Completed 'lF � 4 90 3-31-00 19744 Expires 9-30-01f�j.::i�ee:: TRACT 2 8 510-- 1 LOTS 12- 17 W N/A OF CK�� R.C.E. No. Expires R.C.E. No. Expi es �s.,,.,„ SHEET 2 OF 4 r SEE SHEET N4 . 4 o�y• �h 98.11 .95X I 8" WA ER 113.00' ti I 45.01 "4 21'* 5 .. 15'MIN I I� �- -- TG 1% MIN �� I 5.01' LO 30 LF I �•- .- r- 'I'� LF 4 _ 02.3 4� c�i pp 3 'I 01.2 10 I .50 - FG 550 .3 0 13+ 5.70 �'GB .1 3560 _I 51 r 0 3 f c}� r S q 6 DWYLO U I 02.2 r r AHP N "� 12.7x t I M I '' FF 1102.9 02.0 T1 I I �+ c 99.8 10 FF 1103HP .0 2. I F I V 6 r 102.2 10 I 1 1 xo 98.8 N z PE 1102.3 16.0 I 3+67.48 N PE 1 . rad �-- �, �o - �-� 26 DWY .3 7655 SONORA CIRCL I I I I i w b. MIN 27648 SOi`IORA C I RCLE , I- o r MIN 37 f I v x z o� -� Q I �G r •;- 1 ' 01 .9 I I II .5 N�l MIN S 9 3011 LF S9 04 :2.1 5 FFG Q) 4r' 2' 97.90, 1 x 2 1 11% MIN 107. F�- --��- �-- .sX Q I I 28't I - I 00.0 p0.0 MIN ►� �� 16.05 1� MIN 99.09 99.0 99.5 v FG FG r 1� 6 24.89 - I FG FG FG 3560 r 2 t 30 L 7 1. o - 'GB LF 1.7 I I I 1 01.81 13+645.•14-- 01 .4 30 I _ I 3550 0 3521 FG 3510 .3 � rail � 6 DWY I j 23.71 rn FG •3 3560 I II I I 100.7 11.B FS »I HYDRANT I 8' SEWER N a 10 -r1 I I I 1 •2 .2 :. FF 1 z 2 16 00' fi t 4� 99.7 K .2 �I 1100.0 MIN FF 10 I FF 1100 z z PE FF 1102.5 I 1102.4 01.5 .� CIRCLE 9 13+29.16 FF I I N I z PE 1099 .0 z z PE 1099.5 I 27624 SONORA 1 o PE 1101 -8 �k 126 DWY N 7 I o� CIRCLE CLE 1 8 PE 1101 .7 6 0 00 SONORA I SONORA CIR SON CIRCL ti' 76 27612 I '� 27636 S s.e - - '`�s 13.5' 27649 SONORA CIRCLE 2 -I- I ' cn 5' FG7 1.7 MIN I I J .3 r 5 I I 01 .8 I . I I I I B\M FG I I 3 00.6 _H i I 1 1 I •4 �►- 98.9 1x MZN �- I I _ - 'os `L.,GB � 1% MIN _ 9T.fi5 0 � �� 9.0 �� � I - -. r I 1 I o .4 98. 99FG '� k 0 88 TF � 104.52' 1 .. I 6 97.9 97. I ,GB FL,GB 8.3 �,GB 1100.2 99.9 N 1X r I o ' �, � � t / �� J 13 r: •3 MSN ' 1 I I 99.0 98.7 99.1 FG•1 0 r 80.9. V '_<_1 �•S8 �s•81 1 I M I I I FG GF 1099.2 FG GF 1099.7 �,► o _ - R� r ` '9 owr F o o 1F I I ' I 1 . _ F .2 '•� L11 Go CF) 30 (6r �' N r 45.0 - $ - \ 11\ � r2.e sso 2X I I 6 F 36.75' _ 26.70' 18 3' -- / \\ \ �� rs I 1 I .► 01.5 Fs F � � I I p�,-t,�a G �.3 p F r p2 10 , I I � I s � 1 •?� _ - T \ �� a w N \ �- 99• .2r CSI2 X-1 , 7643SD10 0 R °1 Lr) +_j- SWR 3 4�� I I r oN m1 I 1 r �►- - 1 LLJ I -�- ul I Y -1 II I p r0 I1 .Y 1 N - \+ a- PI04 �1 11 1 \� 5.4 � 8N AER • o Itj 33ry I I N �1 I 6 1 � � 37 • ? 99.s r o ��• ,, I 1 � I I 959 0 r •��} EGB GF 1100.9 't �O�• �'� I I 0 45.39 be 10.5 t 00.7 I .15' 6 � �• � � g'o� "� FG �G'4 r I I 45.29' _ w 18 ^� N ��� 99. 9g� Cn _ °�° n �' GF 1100.6 ,4 8 FL,GB I �.1.� I 9 7.8 °� to ,� �, $ �- 10.5't I S rL,GB as • CM GF 1100.2 FFG FG • .3 .3 I--• I Tc '0� 5' \0-0.0 .7 � 99.3 FG I I 98.9GF 1099.1 5 GF 1099.8 98FG G.9 O FL,GB � Q FG rn N ® I I I 99.4 �,GB ,GB .2 3560 yt, FG .3 I /3550\ I I I U I I o 1 98.6 •2 5' I ® I r I I II .3 ��,G8 �- Z ' 7- Fit) I I M I N G• J � 3510 o FF 1101 .4 FF 1p1 .0 I o *.. 1 PE 1 IFtCL � , t,, I I Z •1 Z !� 3550 z z PE 1100.7 z pRp� C '` o I ? ® o I FF 1101 . 1 27627 SONORA C I RCLE X633 FG I z s8.9 I I r3560\ � _ '� I � Zoe•o K 3510 K I PE 1100.4 FG ;';i► C FG 7 N 00.7 y I I FF 1100. 27621 SONORA CIRCLE FG 5 I JS I I FF 1100.3 PE 1100.0 -j FF 1099.6 M 00.4 N PE 1098.9 PE 1099.6 27615 SONORA C I RCL FG N 93• ' 27609 SONORA CIRCLE z 00.5 I 00.0 •e� - -- I I I I 2�7g6 03 SONORA C I RCLE 5, 99.6 99.6 FG 5 N HP O � o� I z 'C-44 rM _ �t z 00.2 oz F4 V:2 f1 HP 1 I o N 0 01..5 45.27 0 99-8 N k 99.4 cv O He 01. 5 45.27, I I Cb 98 7 5 .02' F 01 �c' 45.02' 59.53' 45 I I E 0 rn to 0 D O N O S M 0 n cD Under round Service AlertM BENCH MARK PillLi Robert Beit, Fill iam Frost & ASsoCZates ELEVATION 1091 .074 M o a PROFESSIONAL ENGINEERS, PLANNERS k SURVEYORS RIVERSIDE COUNTY DESIGNATION T-46-81 STAMPED ON 2, 1c 1/2'27555 YNEZ S�' CA.' 92591 wBRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO cn CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 CALIFORNIA ROAD AND FRONT STREET 1 .7 M I LES N/W ON FRONT STREET WOODS I DE CHANTEMAR, INC. 20 0 20 40 60Jill w 1-800-422-4133 -JEFFERSON AVENUE TO THE INTERSECTION of JEFFERSON AND A CALIFORNIA CORPORATIONILI BW BACKWATER VALVES . LOTS 42 ) 57 57 & 58 WINCHESTER (HWY-79), 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79), 23121 ANTONIO PARKWAY z TO ABRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUDIS SUITE 120 GRAPHIC SCALE Q L D 0 0 r 04-25 C R o CREEKFORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE RANCHO SANTA MARGARITA, I TWO WORKING DAYS BEFORE YOU DIG ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX. CA. 92688 L DOD-001 GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY 3 SCALE QROI E S S I p4,�1 RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS Drawing No. 3-31-4401 /�!3 G' , .4 Z)DED 5 D.17AI�v�4GE �215F1YF�vr �o ` j CW EWS MT CITY OF T Contractor HORIZONTAL ,``�� �c� y��' �c� I ans rep ed er The Supervision Of y ACCEPTED BY: DATE: 6 TRACT N 0 . 28510 Inspector c t or SEE ABOVE AS SHOWN a No.43090 � DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER p Exp. 3/31-00 Date: Z a Yl. PRECISE GRADING PLAN 3 RONALD J. PARKS -:r%Y= a VERTICAL Jl. Cl I\- �ti� MICHAEL TYL ,.,Y AYA•A•!.\•A•p /n Date Completed �jF 1F�� R.C.E. No. 4309 3-31-00 18744 - - fes:: ae�::: a. N/A OF CI►� Expires res R.C.E. No. Expires res 9 30 01 rTRACT 28510"' 1 LOTS 42--46 , 57--66 SHEET 3 OF 4 0 46.00 44.73' 0 `�.28• w � rn cD - N N S� 9 2.70 T _H N to Z 00 0 N X 11121 FG ® G - K z 3560 o , K z r N 0 0�� 5 5' N 9F � FF 1104.6 F G 7 ® '� PE 1 103.9 be8� © .x z /3 550 27684 SONORA CIRCLE /3550\ M ? z � w 2 z \,_j.2 � FF 1104.0 J U.3 K FF 1103.4 PE 1103.3 r N PE 1102.7 27672 SORRA CIRCLE 27660 SONORA CIRCL 5 GF 1104.1 02-8 .3 'GB 54.06 ' o ..,` S J 4 rQi N K v`. ryh o 4 1.90% r" r G G 1o.5't GF 1103.5 5f K) r GF 1102.9 ry 1 ,GB ca 6" CURB k GUTTER cep /W Ni M r 45.00' 5. ro • �G o L -1 - -� - - ~- - --- - - - - -- - - L O N -W v I + I I - •� h o z Nmemo I I c� I I P I 10 51 I I Li �-- C�` h� �' SONORA CIRCLE I I I 15 WI I 1 ` _ z-9� �,' �� ry `�99 W - I � \ r '•37z �'�� off' Gti� '� W _ I _ _ L - _ � __ - - I I I - __. - - _ -L_ - L_ - - -e" 0 001 04 611 ow W $ � $• �, II LO LO �, I o , �, (n o .o I h D �o I 4 - ,_ 4�•00 I 45.oo Nqv V. 41.�' 33•° 'sem`$.s R/w r g+ (0 ' w N in • -inor 'o -0to( 1 �t• �� GF 1102.8 GF 1103.3 11 5 .7 G• F G FL/ F GF 1103.5 GF 1104.0 FG F .3 1 ' • ,GB _j rL,GB FG 7 z .3 .� z "' .3 z �' _jE. ", 1105•h` � .edoLi Gr0 Z1 35 1 S 3510 I MZ 3550 I M 3560 ? 3560 z ( 2 69 N 110 110 8 � N $ FF 1103.3 $ FF FF 1104.0 $ z1 FF 110�'� E � ; ' �o 1 r, 1 103.8 FF 1 104.5 E C1R�- oz1 CV PE 1103.3 .- G PE 1 102.6 PE 1 103. 1 r PE 1103.8 r 85 27661 SONORA CIRCLE 27667 SONORA CIRCLE 27673 SONORA CIRCLE 27679 SONORA CIRCLEJVL& G• G• ;N . .. 5 FG FG 5 Z� _ O Dl z �t O ��� O O Z Or � 02.4 \_U �` •� topPP-1(HP \029 HP - r 5�,OD GOP OSx X00 ,00 5' DRAIAIAbE 0'1.' F o�• F EA 5PMEA11' dop o�• Off` pp, ---45.01- 1 45.Oa-L- --45.00-L--- O 63 O O M N 11-1 r7 O O 4 O C7 a n Under round Service Alert so BENCH MARK W 0 8 Z�Z,, IIZII Zam FTDSt � ASSOCZQtES ELEVATION 1091 .074 CA Q PROFESSIONAL OCINM, PLAMWERS k SJNEYOR5 a IVERSIDE COUNTY DESIGNATION T-46-81 STAMPED ON 2, 1c 1/2" OWNER/DEVELOPER � 275551'NEZ ROrID, S1E. 400•IIIECI�A CA. 925A1 w CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO 20 0 20 40 60 `W CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET WOODSIDE CHANTEMAR, INC. 0 1-800--422-4133 w -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND A CALIFORNIA CORPORATION a WINCHESTER (HWY-79), 2.0 MILES N E ON WINCHESTER ROAD (HWY-79), 23121 ANTONIO PARKWAY TO A BR I DGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUD I S SUITE 120 GRAPH I C SCALE z e CREEKFORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE RANCHO SANTA MARGARITA, LDOO-048GR Q TWO oc WORKING DAYS BEFORE YOU DIG ABUTMENT 3' E OF STEEL GUARDRAIL, 19' NOF TELEPHONE SERVICE BOX. CA. 92688 c� LDOO-001GR 3 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE %tVlsslp DESIGNED BY DRAWN BY CHECKED BY o ! RECOMMENDED BY: DATE: '¢ 3 �, I T Y Drawing No. ,1. /8/o RBF Al REVISE LOT 47 /�AIQ ADDS ��% ��` 1� CW EWS MT 0 E T E M E C U L A DEPARTMENT OF PueL I C WORKS to Contractor DRA1A1AGE E,4SE/l&`AIF HORIZONTAL ! y P I anit Pr ar Under The Supervision 0 Inspector SEE ABOVE AS SHOWN � No.43090 ^ ACCEPTED BY: DATE: ao TRACT N 0 4100 . 28510 Exp. 3/31-b4 1 Date: _4 DEPUTY D I R. OF PUBLIC WORKS, FOR CITY EN I NEER 4 0 RONALD J. PARKS .A• �_1:.�Y PRECISE GRADING PLAN0 .YA•AV .1'A/. M I HAEL A. TY N , , a:,.,.A.,.,� ,:.. VERTICAL sf l C y 1` off~! a 5- Dote Completed ,� � � a N/A F OF C k\.1� R.C.E. No. 43 Expires 3-31-04 R.C.E. No. 19744 Expires r e s 9-30-01 TRACT 2 8 51 - - p f�j�l�.. 0 1 LOTS 47 56 � SHEET 4 OF 4