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HomeMy WebLinkAboutLot 20-38 Precise Grading GRADING NOTES. LEGEND PREC I SE GRAD I NG PLAN 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, TOP OF CURB 0000.00 APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. TC PROJECT S ITE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE FLOW LINE �M �, Tr act 8510 SWALES SHALL BE A MINIMUM OF fi DEEP AND BE CONSTRUCTED A MINIMUM HIGH POINT HP OF 1 ' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . FINISHED GRADE FG PHASE 6 , LOTS 20-38 � 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FINISHED SURFACE FSr� IN CITY OE TEMECULA ,FILL SLOPES OVER 5 HIGH. GARAGE FLOOR GF 0000.0 CALIFORNIAC A L I E 0 R N I A 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PAD ELEVATION PE 0000.0 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. FINISHED FLOOR FF 0000.0 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA R c,��-�fA ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH DRIVEWAY GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, SLOPE GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. s 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG LOT NUMBER 12 � TOP OF CUT SLOPES. � 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN UNIT TYPE 3550 P"% ONE FOOT. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF Cc THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES DATED DECEMBER 11 , 1998. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE SA I ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- G w TO$ANDIEGO MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ~' W,q y o 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING q� DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- TIONMUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. VICINITY MAP 11 . UT 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 HIGH POINT THE APPROVAL OF FINAL INSPECTION. A PAD ELEV. -0.2' MIN. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS ,yam t MATERIAL. ? se z 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN rF y �RIV --j> A MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF QQ` ta' 10' TYP. FILL MATERIAL. B�� (EXCEPTF (Dcc�T 5' 5' 5' B C 5-93 ' C 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF GM I N �NOTED) M I N M I N *ff NOTED) M I N PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL PLAN 1 �cp -9 SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. $ z PAD Z z PAD z 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED FF FF � BY THE DIRECTOR OF PUBLIC WORKS. Ko q� 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE 16. 4 __ _ a.x Q �E TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE � mix o �qANTE �n x MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO _7_ CERV r z a � ' z 4 PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. SHEET wAY RA 0" MAX 0" mi 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. 0 CL TYPICAL. SIDE YARD 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING DRAINAGE PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- PLAN 2 TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- * LARGE ESTATE HOMES ARE 25' SETBACK MIN. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. * DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE o CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE Q PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES ov OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE 12" MIN. ABOVE PAD ELEV. z 5' MIN. P/L 5' MIN. » PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 0 6 MIN. 6 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. 20. FINISH GRADESHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4- PER FOOT FOR A MINIMUM OF 3 FEET. 4. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. PLAN 3 12" MIN. 12" MIN. " 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 2Z MIN. 2: 1 MAX. 6TYP. 2% MIN. i S �"` TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. CHANTEMAR WAY E C T I 0 N A A 21% MAX. MIN. 21% MAX. - 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE FOR REAR YARD SLOPES GREATER SECT ION B B� � THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- THAN 5' IN VERTICAL HEIGHT RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON E REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED `" CV TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 41 co 5MIN. P/L o *.� wr r TYPICAL FOOTPRINT MUDSILL 3 MIN. 1 N.T.S. INDEX MAP MIN. 6" MIN. 0 3 SCALE : 1 " = 200 ' :d o 0 LOTS INCLUDEDn Underground Service Alert 12" MIN. a 2: 1 MAX. ELEVATION 1091 .074 ro OWNER/DEVELOPER CONSTRUCTION NOTES & QUANTITY ESTIMATE 2% MIN. 6" MIN. Uj © RIVERSIDE COUNTY DESIGNATION T-46-81 STAMPED ON 2, 1t 1/2" w En Robed Being Fill iam Frost & Associates BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO WOODS I DE CHANTEMAR INC. 21% MAX. CALL TOLL FREE PROFESSIONAL.. ENGINEERS, PLANNERS k SURVEYORS CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET ' NO. ITEM A CALIFORNIA CORPORATION QUANTITY UNIT SECTION C - C 1-800-422-4133 27555�OD, �a>LA' SIE' goo* Cll. 92591 -JEFFERSON AVENUE TO THE INTERSECTION of JEFFERSON AND 23121 ANION T 0 PARKWAY 1Uj (909) 676-8042 , FAX (909) 676-7240 WINCHESTER (HWY-79), 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79), 0 LOT GRADING ( 19 LOTS x 15 CY/LOT) 285 CY TO A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUD I S SUITE 120 ,,, CREEKFORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE RANCHO SANTA MARGARITA,TWO a WORKING DAYS BEFORE YOU DIG ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX. CA. 92688 LD n O�0J `t n�A �R ? �J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY Q �ES51 SCALE % Q�� � I/ EWS EWS MT RECOMMENDED BY: DATE: 7 I 0 DEPARTMENT Drawing No. i C I T Y O F� T E ME C U L A OF PUeL Ic WORKS Contractor HORIZONTAL ��� ���`� �A. j�l `y 3 .w �� Plans rep d Under The Supervision Of Inspector SEE ABOVE AS SHOWN w i No.43090 y r ACCEPTED BY: DATE: 7 /3 q0 r TRACT N 0 . 28510 -- 2co s p e c t or c` Exp. 3/31-04 Date: 7 G0 DEPUTY DIR. OF PUBL I C WORKS, FOR CITY ENGINEER 1 0 RONALD J. PARKS PRECISE GRADING PLAN � �� MICHA L A�4-in YLMAN � Date Completed VERTICAL r' �! ��. \A \A;r rA• �w4.\•r_r_ Y; N lF p� ��1F�� R.C.E. No. 90Expires 3-31-04 R.C.E. N 19744 ~ /A C P o. Expires res 9-30-01 �f �...•••••• • Q P r� a """ LOTS 20-38 SHEET OF 3 i AV/AR 6" F.H. I to AV/AR .............. LLJ ............ ........... 9S, ER 8" ------ 22 - WATER �B lt M 21 CU 0 DRIVE .......... ........ L0 CV .... ....... ............................. 0 L0 t2O f-. 3C SEVIER 1_1_1_1111-1.1-11 + C%4 LLJ 0) C-4 ED j + 04 LLj 0t. V) _C0 + 0 .................... Cj 122.2 0 + CV Cj Cq C-V • .5 1:0 73.50 1123.2 (.0 120.22 7 A-%Ti 2.90 FS TO > VIIIN. 11 FS 18. 1 11 n 3,9 *449- 16 rb 1FS POa� ? 0 , 1� 1\ ol 00 24D I - 4 119.99 FS G 1120-99 17.07 '2.9 5 CIA- • 7 6 FS FS GF 1125.3 1z 00 in 7. 11 - GF 1124. CD FIG 1� F 1123.3 -7 ea �,. FSFIG FIG J J��0 1122. 4 C-4 .7 '4 11-2"N Go AMS ' V V_ -cl- 1 123. GF 3 A 1� G �� r �, 0 10 if 0 ;, 5 --elo 3 Irl N GF 1120. 1 0� LL_ _j 3 IN C14 FF 1125.8 O 1-7 FF 1124.7 pE 1125. 1 + F"' W -� F 1123.8 PE 1124.0 OD to LA LO CAMPOS VERDES DRIVE VIM CAMINO t0 4 PE 1123. 1 V__ cy 2 0 CAMINO CAMPOS VERDES DRIVE 10. Ar N 3 N FF 1122.5 J CAMINO CAMPOS VERDES • LO 17.7 PE 1121 .8 7. CJ GF 11 0 -% DROp GF 5 FF- 1120.6 0 CAMPOS VERDES DRIVE 1112• 14 c,4rA CAMINO "Ail - I � PE 1119-9 7. 1 .0% M12.70 w FS 113•Afi 111 4 02qr S 20. k, G *OD CAMINO CAMPOS VERDES DRIVE C, HP 1 .0% -H 10 4w 2cn 0 Of LO Z L0 1124.8 ok -H 1123.7 26 5 in in II'I­ _-W Q, w8.7 ft %r F 0% 1 .0% 1 . 4 PE 1118.0 `O0 IUL--1 1121 .5 Ln TG119.6 /T GIS DRIVE -H CAMINO CAMPOS 8. n1130 � 1*1116.8 1 - OD Z OD5 1125 FF 1116.1 ivE 51 .0% CD ICU 1135 vis °6. 1 .0% 1 -I ......PI 1117.8 113 0 r 0,01 G 1140 53' 72.67 67.33' 2.47 /6 '0 30-00- 70-00 A A .- 10163 E 0 00 IN 6i 0 0 0 0 CALE. O O CD Ca 210 t 0 210 40 60 GRAPHIC SCALE Underground Service Alert BENCH MARK BACKWATER VALVE -LOTS 219 22 bill ELEVATION 1091 .074 OWNER/DEVELOPER RIVERSIDE COUNTY DESIGNATION T-46-81 STAMPED ON 2, k 1/2n Uj Robert Bei?; Fill iam Frost & Associates BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO WOODS IDE CHANTEMAR, INC. CALL TOLL FREE MOFESSIMC ENGINEERS, PLANERS lk SURVEYORS CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET A CALIFORNIA CORPORATION 27555 YWZ RX, STE. 400I&MIUA CA. 92591 -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND 23121 ANTONIO PARKWAY z 1-800-422-4133 (909) 676-8042 , FAX (909) 676-7240 WINCHESTER (HWY-79), 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79), SUITE 120 C) TO A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUDIS < 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 LDOO-094GR 01 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKi S S I0 DESIGNED BY DRAWN BY CHECKED BY Drawing No. O SCALE EWS EWS MT RECOMMENDED BY DATE: 7 C I T Y O E T E M E C U L A DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL Plans Prepa d Under The Supervision Of r. -7113100 Ir 0 r ACCEPTED BY: e)�to DATE: TRACT NO . 28510 - P. -4- SEE ABOVE AS SHOWN LAJ No.43MO 2 I-- Inspector a Exp. 3/31-04 Date: 7/ao DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER PRECISE GRADING PLAN <1 it j RONALD J. PARKS VERTICAL Jr1 0 1 V I M I CHAHL AJ�LMAN < 090 Date Completed OF k R.C.E. No. xpires 3-31-04 R.C.E. No. 19744 Expires 9-30-01 LOTS 20-26 N/A SHEET 2 OF 3 i IMP 1 4 33'Q 79.77' _ � - - - - � �-� �`� - - --- --- - - - - - - - - - - - - - -- - - ..,.._ .� � mm- - - - - - - - - - - - - - - - - - - - - - - (A 133.20' _ _ _ _ - - - - - --- -- - - -- 68.3380.61 ' 66.80 80.60' LO _. . r CID 1132.8 1 .0% s � 1 .OX 11345 1• / 110 ,,^^ 11 pow- 0111-1 ft 00 N M LO cv I \ � 115 r -_ 1 1 ' _ - \ 1 C_ - o �1 1129.9 1133.0 1133. to --- I -_ 1120 - _ _ 1128.5 N 9 FG 1130.2 I FG FG 34FG FG'8 F� I , .2 N rn / NP I 37. CAM I NO CAIrIPOS VERDES DRIVE r?8 1128.7 10 LF C) CAM I NO CA1rPOS VERDES DRIVE FG - Ts 1 - .7 .1 + i rn FF 1135.5 d- / -1-- 112.5� � � 1128 FG I o .3 � o F 20 LF FG S DRIB I�! F CA►3 RAISE PAD F 1133.7 �e I r - VERDE 20 L CAMMO DRIVE *- o •4 PE 1134.8 CAM I NO CAMPOS VERDES DRIVE o 1 + 0.4 PE 1133.0 I •6 rn o I 7r2 �� �z 9 CAMIND CA 128.4 .5 VERS 0.9 3 2 ae TS 8.p .I •� -� �,,•� FF 1 2 LF 3 FF 113 I 34.4 FF 1137.9 1 1�ti 1125.7 .2 pE 1130.2 ; 0 20 LF FG 8 PE 1137.2 � ® r 1 2 Zo L ^��, 1133.0 1 dt1 1128.7 I .7 ® • 3 0 S I FG 1133.0 ���' I I LF I 91 rG �• 11Z F C�"" 125' 10 �' \AI 0 GF GF 1133, i I 20 ,L 9 1� FF 1 'I •Z `Dn 1 I27 B v'� .4 tj130.4 30,4 * 11 .y I FG. 1 ® 1 G� 112 •7 7 1128.3 � 11 11 �- _r11 GF 113501128FGFG 31 .09� � q,•7 FS FG CD Vt to ,ti1 - G1~ 112 \� 127.72 112 •27 off° Iro to 137.4 rn FS 12a.60o 14 .35 144.46 , V IN 1r o I GF 1137.4 11'f 10 1�2 N o 31 Fto S 8 8 I ►�''� I qr, to g 1 LO r 126 ' • F� �'� 10"l • FGA co ! ,c. ro 14z-1 F� F 6 0 � c' 9 r .w.._. ,w.w..M._... s. 6 F 1 38 `D 89 rn y= meq" \ g 6� !59 - G� g ,i., 111 _.... v ,1ti -FO o FS w� . o o N '�j ' \ 0 FG F�• - i r n � �o O G NN rn co CN DR 4 VE � , - 2 Ik ,.►n ' -� - 53.0 ~ 11 �o ,...,.. 3 \ Fri r `�6 Z \ r GP _ ,� - 'd •s'. 1127.05 a, fi'128 31 1129 7 ? 'qD 1. w 0 1S �` j f; a' c, FS r. FS - .,. �' '' �r.' �0� ' 6.31 � •�' N � -\\ " � 1''3° •aN, � 'a � j J r7 rn �- 1.4 ro G \ � A�, � O . FS � � �7s 1�3 � '.� �• � GF 1132.3 \ t \ P F 112 �� FG �G ..: � ® j ��. Ile �_ .0e \ 112 20 F �► ' �J' \ �C' -•c� AO , fib, bO •� 4 �,• , 20 L ;• 0 - � �, �•: '' r`., '.. ,�pc , �Lv�O � \ 1 rI iZ ..r7 `�1�• Dw`i • �\ � O � C7 � CA G \ 8 ,� •1 o FF 1132. FF 1130 pE 1132. 1 �\ 5 �5 _ U, n \ C5° \ I 1129.4 3 S DRIVE \ '-\ 0.35 9. 3 68� Or �' A 1 k� ` \ �ZVE CAMINO CAS II \ 1�G � 0 15 \ VERS I I L F `n �. o rj ,� ,x" \ r 14 20 I \ -89 �i S F ; j} CA S I I132.I _ ro .Ci \ 4OD 4 f �ry.Y-a 7 � c.►,, Z9. MSN � �� 1 ........... . S •6, �\ II �G FG ', cn N r 1129.4z 1 FIG �` ,� � �`1 • 'S ��O \ ' '� � -1 - 1 .28X �LO aD 149.95 C7 ►� � \ r- 1131 N 1 p +28.24 p_ r 1 CID f '� \ '��, � r 135 `'�1 cn 2 1 O \ \ fy F �� �► \ �� 113.85 ��o N N 1 1140 Ik � N G P� 1 112.25' 1 0 o \ ow o � \ 0 20 0 20 40 60 \ � co i CD GRAPHIC SCALE / Q CL Underground AlertBENCH MARK � w ELEVATION : 1091 .074 OWNER/DEVELOPER U o RIVERSIDE COUNTY DESIGNATION T-46-81 STAMPED ON 2, 1c 1/2" * BACKWATER VALVE -LOTS 28 , 32 , 33 , 35-37 W Robert Bei?; Prill iaM FroSt do ASSOCidteS BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO WOODS I DE CHANTEMAR, INC. CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANERS k S�VEYORS CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET A CALIFORNIA CORPORATION 0 1-800-422-4133 27555 Y�z DD' STE. �*MEUA CA' 92591 -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND 23121 ANTONIO PARKWAY z (909) 676-8042 , FAX (909) 676-7240 WINCHESTER (HWY-79), 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79), SUITE 120 TO A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUDIS Q CREEKFORK. , IN THE S/E WING WALL, ,6' S/E OF CORNER OF BRIDGE RANCHO SSAANTA MARGARITA, L D OO-09 4 GR TWO WORKING DAYS BEFORE YOU DIG ABUTMENT 3 E OF STEEL GUARDRAIL, 19 N OF TELEPHONE SERVICE BOX. 0 CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCH MARK v S S 1 DESIGNED BY DRAWN BY CHECKED BY / � Drawing No. o SCALE QR ��� EWS EWS MT RECOMMENDED BY: DATE: 7 CITY OF T DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL ,``� ,��� jrl�� �� P ans Prep r e n der The Supervision Of y _ ACCEPTED BY: DATE: 7 /3 oD TRACT N 0 . 28510 - 2. � Inspector SEE ABOVE AS SHOWN Exp. 3/31-004 Dote: /7/00 DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER PRECISE GRADING PLAN 1-11� � RONALD J. PARKS .,'A'!. a VERTICAL 'ft C1 V t\- MIC EL T AN � Date Completed 'lF \off R.C.E. No. 43090 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-01 '�r _..i _N/A OF C i,\.1 P P LOTS 27-38 SHEET 3 OF 3 �