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HomeMy WebLinkAboutLot 1-7, 11, 29-32 Precise Grading GENERAL GRADING NOTES IN THE CITY OF * TEMECULA 1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE* APPENDIX WORK TO BE DONE CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING PLANS THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1X. ACCORDING TO THESE PLANS* THE CURRENT CITY OF TEMECULA DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP ANDBE CONSTRUCTED STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE 11P & 29 - 32 STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN BOOK"). 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . CASTLE PINES PHASE 8 , 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM DR EDUIVALENT ALONG THE TOP OF ALL PRIVATE ENGINEERS NOTE TO CONTRACTOR FILL SLOPES OVER 5' HIGH. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH FILLS OVER 1 ' DEEP. REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR S T 0 R M DRAIN EASEMENT Q` WITH SAID REGULATIONS AND ORDERS. TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO ``' TELA ULA S LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. � �' �►�, iNAY CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUiE SOLE AND 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR 0 STORM FLOWS, S�' Fq COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE ALONG TOP OF CUT SLOPES. SEWER EASEMENT SITE �� COURSE OF CONSTRUCTION OF THIS PROJ ECT* INCLUDING SAFETY OF 8 �� ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 7/ , CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAN ONE FOOT. �-► r� G THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE (� OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS6 LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED 10 5 SITE CALIFORNIA PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY JANUARY 309 1998 AND AS GRADED REPORT OF ROUGH GRADING 4 RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. September 14,2000. TWO SETS OF THE FINAL COMPACTION 3THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH 12 q� c��f UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY 10)SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION SITE 2 ANCH �9 A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS 1 'po ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES OF THE PRELIMINARY SOILS REPORT. �5 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT 14 � "I � SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 2 8 �� 'q TE CIlLA ALL UTILITY AND IRRIGATION COMPANIES- PRI-DIT-TO WORK OR HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE N.T.S. INSPECTION. THIS INSPECTION MUST BE APPROVED P 15 � �O � EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES V D RIOR TO BUILDING 2 7 AFFECTING THIS WORK* WHETHER OR NOT SHOWN HERON* AND FOR ANY PERMIT FINAL INSPECTION FOR EACH LOT. 16 3 3 r� �O � 9�- DAMAGE OR PROTECTION TO THESE LINES. PHONE: (909 ) 694-6411 17 ' 25 26 3 4 LEGEND '` �o coo VICINITY MAP ,��,� 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 18 35 1% ,� � p, SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE w24 85 ,`D� Cp TOP OF WALL .....________......................______.....................________........... TW PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM J 19 36 TOP OF FOOTING _______________________ EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 2 3 84 TF CTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 20 37 CO TOP OF CURB ELEVATION--------------"""--------- 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS U_ 1 38 (p1 PAD ELEVATION _.......______________________________________________________________________ PE BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS FF _j 8 �� FINISHED FLOOR ELEVATION___________________ _______________. FF MATERIAL. 39 807 60 PE 0.7' MIN 81 FINISHED SURFACE ELEVATION ____________________________________________________________ FS 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. FINISHED GRADE ELEVATION _______________________________________________________________ FG THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL D=12" 1 STORY G O L 5 C OURu� SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A " HIGH POINT ................___................................__------------------------_...___ HP 18 2 STORY 41 �, �, 6, a' REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. -rR NO , 23371 15 CP LA TOP SLOPE ________________________________________________________________________________�-- TS BOTTOM of FOOTING 42 51 N / 14. PERMANENDURING �UDRAINAGE GH NSTRUCTUREDNSTEMPORARAND �RDRAINAGE TO TCONTRON �HOULD TYPICAL FOOTING DETAIL �3 � FLOW LINE ---------------------------------------- ------ FL ----------------------------------- BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT NOT TO SCALE 0 TOP OF GRATE ELEVATION _________________________ _____________________________ _____ TG PROPERTIES. Q 49 GARAGE FINISH FLOOR ELEVATION _______________________________________________________ GF 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. o o48 EXISTING ELEVATION _____________________________________________________________________ (9170) X CL .4 z 6-8 47 FIRE HYDRANT LOCATION -------------------------------------------------_------------ 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 4 =W M: FUNCTION* ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES o ~ o AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT � f- L NE w �`` 46 STREET LIGHT _____________________________________________________________________________ ADJOINING PROPERTIES DURING GRADING OPERATIONS. 3' MIN. �w 4 5 DIRECTION OF DRAINAGE FLOW ___________________________________________ ----____._.______________�_ 1 Y z 5' MIN. �U �1 RETAINING WALL (BY SEPARATE PERMIT) _______________________________ 7. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- C, c-0-4 c� z a- TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE 0 0 3 ' MIN. 1' © 0 APPROXIMATE LOCATION OF ELECTRIC METER _________________________________________ D ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 IN UU_ • MjN- O VERTICAL HEIGHT. SEWER LATERAL LOCATION ________________________________________________________________ � . .� 21%• MAX- 18. A REGISTERED CIVIL ENGINEER SH S 2i Mt `` I WATER LATERAL AND WATER METER LOCATION ___________________ ______________ � R ALL SUBMIT CERTIFICATION OF BUILDING 21Y N. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE MAX, ~0 ELECTRICAL TRANSFORMER ............................._......................... ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN GRADED ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED* THE GRADED 6*MIN. LOT FG. -PR NO 1 21 � X POWER LINE AND HANDHOLES ___..........................._____...................... ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. LOT FG. 7r%l TELEPHONE SERVICE _________________________________________________________________________ Q 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA A 3> INDEX MAP GRATE ............................................................_.......................... ___ ❑ ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SCALE: 1'=200' AIR VALVE_____________________________________________________ SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION NOT TO SCALE TELEVISION PLATFORM ______________________________________________________________________ THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTERS; TREES, 20 ON r BACKWATER VALVEB CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL r Q HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW / _ AIR CONDITIONER LOCATION -"--------------------------------------- _------------.-.._- PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R. � GRADING TOLERANCE NOTE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT �.I� � � - \ GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 11 OF THE GRADES AND LESS THAN 4 PER FOOT FOR A MINIMUM OF 3 FEET. � ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE OPTIONAL LOGGIA OPTIONAL STUCCO BALCONY CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. PERMITTED. FG �� IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE � � 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD BACK OF SDWLK RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. L N PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. I I ESTIMATED EARTHWORK QUANTITIES 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE FG L N -�-" THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE TC ;- z NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION - 5 MIN INDICATES LOT NUMBER • PER PLAN _�^� - 1%~MIN. • � 2 PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY R/W ' PE=1199.0 3 INDICATES PAD ELEVATION SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. / FF=1199.7 PE=1199.0 INDICATES FINISH FLOOR ELEVATION N0. LOTS CY/LOT TOTAL - ��r � HIPFF=1199.7 PPF-=1199.02 FF=3 1199.7 CURB INDICATES BUILDING TYPE 12 15 180 L FS 10' (TYP) MW LAN 12.07. MIN MAX ' ER PLAN FG PER PLAN � �`1�'0 INDICATES GARAGE FLOOR ELEVATION PLANA ! GF=1199.0 GF=1199.0 MI 3' MIN. FG TC _�• 5 MIN. 1% MIN. PER PLAN -- - __-_ ____� LANY GF=1199.0 a LAN DEEPENED FOOTING w Er F AS REQUIRED. a UTILITY SERVICE POINT z "' 0-DIG >_ 4 ALERT % I A Ln- TY TYPICAL LOT GRADING DETAIL N R/w LD 03 -0746R CALL NOT TO SCALE . LD 03-OZ /6)? BEFORE .. , LD 02-145 GR YOU DIG! RICK ENGINEERING COMPANY 1-$44-227-2600 CURB & GUTTER UNDERGROUND SERVICE ALERT San >iep Ride onffw Canat least 2 working days prior t0 excavating. 1223 University Ave.,sem.240•:nom,cn 92W-341A•(M)782-Wm•FAX (W)n2-@n3•www.&ke".c= CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: �ESSi Designed by Drawn by Checked by Drawin N SCALE RECOMMENDED BY: DATE: Z. 9 t-�v-03 I � i ADDGD RETPt/ti!lAIC w�c.[. ro COUNTY OF RIVERSIDE B.M.T-29-81 zq� M�CH�L EHP EHP EMR CITY OF T DEPARTMENT OF PUBLIC WORKS G.OT it/D, 3Z 2-i/2'BRASS DISK IN CONCRETE CYLINDER Contractor Horizontal �p P P spared Under Supervision Of IN THE N.W.CORNER OF THE INTERSECTION 46804 �` PRECISE GRADING PLANS 3�Z0 I�EG BODED �eETAl�tldilN� WALL TQ I OF RANCHO CALIFORNIA RD.WITH MARGARITA N�• z C' ACCEPTED BY: DATE: S L07" IVO. Z J RD. 1.0'EAST OF A 7.0'C.L.FENCE,40' 1'=200' Exp.6-30-03 Date91007AL.. RONALD J. PARKSInspector NORTH OF P.P.(NO NUMBER),94'NORTH _ TRACT N 0. 28482-F OF THE CENTER LINE OF RANCHO CALIFORNIA EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS ES WITNESS POST 1.0' Vertical �� civic. LOT NOS. 1-7 11 & 29-32 ELEVATION: 1128.410 (ADJ.9-13-82) R.C.E. No. 19744 Expires 9-30-05 CASTLE PIN Date Cmp It'd WEST OF MONUMENTN/A �A� cAL�F� R.C.E. No. 46804 Expires 6-30-03 >� E PHASE Sheet 1 of 2 S ASE 8 G:\d-13212\212pgd225.dgn PLOT DATE: 17-SEP-2002 JN 13212 1285.3 RIM EL \ A\A �8 V�� ���j ��A �'� �ti� lbw .- X70 •S� �,��- _ app' 13 Ur '000 _ dos _ ��, ' .01 _16 �;=�a ti,;-'� 'r , _ LT, S ti Ln �� \'� �, \ .s �o• - (1278.5 TW) o ` .q 1� �C� (� k'L�`D � "= �•��' � (1275.7 TF) �, •titi 77.4 r-- - 1 �0 A � b L -� `-" •�ti (1281.3 TW) `� �� ti 12 4rw •. 1 �Mp , "�•Z•OI, • . � � - � o. 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FS • L. \ N APN 953-591 031 °CI I PE=1274.6 42.2' •� r i 1 Z: 1 z I 1 6, FF=1275.3 + N w 1�' \ 1 � � �� � � �.. 17. 3B d w _ X GF=1276.0 w z w cp n. I GF-1278.5 w BW ry 0,99Z1,=JO 1281.3 GF=1281.3 ,,,ca ► in -a � m T` n i GF=1282.6 w? , 1277.0 1275.0 o - N 1273.9 1 82.4 FL • 1 1280.1 0 i 1277.5 FL FL o© N ,- -4 I I r GF=1274.6 FL FG °' Zp I (1282 6 TW) ,r,0 1 - Ln 1281.6 i FL o o FL i o A I I N +r 1273.3 64.3 FS FL 01 FS (1279.8 TF) (1281.3 TW) 1 (1278.5 TW 1274.4 I .4 FL U. 1279.9 78.5 0 c� - _ �r - 63.8 TF (1277.0 TF) GF=1278.5 r (1274.5 TF FL ,- I W - �� ~ - L-15.57' �~ I L_ L_ cD cn FL FS + , I �,\ r - .� 'S i tQ N 11 f r L� LL � + lei lei j` + � L� • •9 N ' F G J m o + N I 67.5 TW A� PE71265.9 I w a„ o o o N BW o o BW • .:. - p0 Z,6 I N N 6 m of °° _ 4 N - m 67.0 FS 5p• FF=1266.6 • 1282:3 G N r- - t� r` us ro o v co o _ 7 ti a; - - N - - I 66.5 TF I 6 S9ZL=J9 I - 46.77' � .� _ N �- � � -n 68.9 TW 2 C R 1 h � L-49.85 � � ... - � ' G' = 8 64.5 FS 264 7 69.6 TW 64.0 TF 264 17 TC // 1283.24 TC - 65.4 FS i i i �` ii h ,1 h �•. 1272.9 FG •- - ` 128 .1 TC 1 66.90TC 64.7 TF r ♦ 1r- -� rn 0 I 01) 3 3 v, 2.27% O L o - � -- 1277.39 TC N RELOCATE 1274.90 C Q 1272 75 TC 1268.87 TC 1268.54 TC - WY, 00 + °4 1279.98 TC IVY- CATS 23.8' 2.33' 50 N � REL�'CA `� ' •-- L� V r I r DWY N J N + °D DWY 1270.94 moo 14 + 4.50% I 1 v 1U) 4.50 . 1 v 12 1 RIM EL 1 N EAGLE POINT WAY 4.50% � 1282.99 TC 1282.51 `�' "' 1 m - 11 0, 1264.02 FG o RIME L � X1279.50 �- N o �i o a, o � o ; �- 4 2 V_ - L CAT - • - 128 . 3 'fC RIM EL + m cn + as as 1265.84 1264.40 . - --� 1279.81 TC D Y + � �- LO � _, � � �, � °D 1271.88 C � 1 69. RELOCATE � 1277.22 C NRELOCATE J RELOCATE 15 TC + v J 1274.58rTC - v DWY v DWYr-- C-) v DWY RIM EL RIM EL I I I I «� c_ `L 1265 3 TC I 39 7 • 3 • u M 4 N " „ I O O °�° rn DSO � _ 47.84' o - 126 61 TC �, cc, .� I �• v, ` 57. - X45.59' ' -60.00' 60.50' LD Ln + •� co `L cn cn LL i to V) U_ to to J v'_ N I cn BW LL LL_ �'- to LL L� ` c Ln LL. L� o 1 I \ CL3 _ Q' o - pi O N O - : rrj p r: - - cv r� rn m ` .. ,� _ � C" � o U � � 9 h� ~ CD OD (�► C" ��' r� O � BW \ � ~ O (82.5 TW) cD � "- N V_ caw \ \ 1284.3 � ,� 1 � 1278.4 TW � o � 1277.0 1274.3 TF � 1275.7 TW 1271.8 (1273.1 TW) � 1 � L=28•p�, -L (81.5 TF) r- 1 1282.5 TW 1279.8 , (1281.1 TW) FL (1268.9 TF) o •& \ � � � 12814 1281.0 , � 80.9 1274.7 1271.6 TF FL �„ � \\ -85.6 i •: 83.8 TW) •• 1289.7 TF FL i (1276.8 TF) 1274" Lo \ \ • z FL FS 5.7 FL z i N Li �' \ 8 S9Zl=�0 8 + (81.5 / .. FL 1280.1 6.6' 1277.2 GF=1278.4 w FL 1272.0 GF=1273.1 , 1268.9 1268.8 1 Ln o ry \ _ 1 TF) w z GF=1282.5 1 FL GF=1281.1 FL GF=1275.7 w o FL , z r� Ir - \\ PE=1265.8 o�, w ca w z 1 FL Lw� FL 1 N N -� 1364 1� \\ 1FFz 1266.5 un oo �.. 1 0 i 1 o i GF=1270.2 �,,z 1C-D '�- FL \\ o LL m U-)o o U1 01 o F-- \ POST-TENSION Ln 1At rr 3 , 1 4 0 1 1 65.8 \\ N PE=1282.5 i A � _ 2 PE=1278.4 4 1 ca 5 7• SETW ESM11 FS GF-1266.0 \\ \ d� '`_ FF=1283.2 1 FF-1281.8 i 5.5"128 1.1FF=1279.1 PE=1275.7 1 PE=1273.1 i 5.0' 1 26.0'1 1365.0 --r 1A FF=1276.4 FF=1273.8 i + \ \ 1 W 83.8 T i POST-TENSION 5'S 3CR �J _ 5.5' 3AR 1 6 FL ?84 9 •� i4 POST TENSION 6,p 1B 1 , 2 \ POST-TENSION 1 POST-TENSION �- .8 ) 5.0' 1280.5 POST-TENSION 6.0 1 FF=1270.9 • � � ���. � 1280.4 1� 1 1272.4 1272.4 o 1 i FL 1277.8 77.7 1 , FL FL 1 1C 5.4' 7• ' w 1281.6 FL x FL 12 1275.3 1275.0 7 9. ' FL i + 1280.8 ''' FL FL FL 1269.5 1269.5 + ' \\ \ ' L II �, I 1 PE=1266.0 + \ \ � � HP � i � d � FL FL p 1282.2 � ,� _ ,� i i i _ _ _ o FF=1266.7 + \ HP - - ' kL �- -�I I I I' 1272.8 °D 1 + \\ (85.3 T - - - ': LL -� �I � O \ �., F� ) _ _ _- - - 1282.5 TW _ _ _ _ _ - �175.4 , 1275.7 TW HP Q I 1 3AR 1265.2 � ►�� (80.8 T ) �� N 1280.2 TF N (1281.1 TW) 1278.1 1278.4 Tw1272.1 TF 3 --� OF 1265.4 POST TENSION �L. \o (1277.6 TF) HP r - `_ - -- - - 1 , FL FL 1282,5 1281.1 1281.1 1278.4 N 1275.0 TF �, HP - 1 \\ \ 1278.4 �,., �„ m (1273.1 TW) 1269.9 \\ • FG 35.33' FG 64.86' F� 1275.7 7 7 .-. 1265.7 _ 1282.5 60.44 FG 12 5. 1273.1 w rp (1269.4 TF)N HP I _a � \\ 60.08 FG 1 1273.1 1270.2 HP -� ---"� 1266.2 65. \ \ (83.5 T 60.58' FG 1270.2 11266.0 I FG \ (80.8 TF) (1279.0 FG) 58.50' FG FG Q; 142.67' FG I II i - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _` - - - - _ - - - - - - - - - (1274.6 F II ' _ ----- -- -- ' - - - - - - - - _ - -- - - ----,�- - _ _ _ _ _ _(1271.6 FG) � II (1269.5 FG) II f - - - - - - - - - - - - - ---- -- _ - _ _ -- _ _ _ _ _ (1265.2 FG) (2544 E ; - - - - - - - - - - - - - - - - - - - _ _ _ _ - - _ MEADOWS P - - - - - - - _ _ -����-=----��.-��-- ARKWAY DIG ALEPT LD 03 -07468 TY 1,D 03-OZ/ 6►R LD 02- 145 GR CALL CAUTION: BEFORE You DIG! EXACT LOCATION OF EXISTING YOU 1" = 20' RICK]ENGINEERING Ck)MPANY 1-800-227-2600 UNDERGROUND FACILITIES IS TUCKa UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 , San >ieW xivmi& � M� Ca h at least 2 working days prior to excavating. VERIFY I N FIELD. lzza University Aye.,sa.zoo• ,CA '325W-3418.(M)�ez�m•FAx (s�)7ez�aa•.n..n.rlc�.oa. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: �Ess/ Designed by Drawn by Checked by , CONS RECOMMENDED BY: Drawing No. i-3o- 1ze I ADPW 1eEr�+ AJ1A16, WAu, ro Lar Mrc" , EHP EHP, EMK EMR DATE. �Z• CITY OF T DEPARTMENT OF PUBLIC WORKS No. 3Z, Horizontal �; ��� �! � P Ian repared Under Supervision Of Contractor ,0 6 0 ;BETA�N iNb WA L,t. ro o 9 W No. 46804 z q ACCEPTED BY: DATE: PRECISE GRADING PLANS 3 lee(.1 2 AD o- 2 SHEET N0. 1 SCALE 1'=20' Exp.6-30-03 Date RONALD J. PARKS T R N 0. 2 8 4 8 2-F Inspector /,OT-N 9 SEE EDWARD MICHEL R TICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ Vertical CIV, , �� LOTS 1-7, 11 & 29-32 Cm 4 OF cA��F�� R.C.E. No. 46804 Expires 6-30-03 R.C.E. No. 19744 Expires 9-30-05 >, "" CASTLE PINES PHASE 8 Sheet 2 of 2 Date p It'd NA 0 PLOT DATE: 17-SEP-2002 JN 13212 G:\d_13212\212pgd226.dgn