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HomeMy WebLinkAboutLot 6-14,47-51,62-63 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA GENERAL GRADING NOTES WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM To THE 1988 CALIFORNIA BUILDING CODE, APPENDIX PRECISE GRADING PLANS THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA CHAPTER 33� AS AMENDED BY ORDINANCE 99--23. _ STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE TRACT NO , 23371 F LOT NOS . 6 - 14y47 - 51p 62 - 63STANDARD SPECIFICATIONS FDR PUBLIC WORK CONST UCTI "2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOP S - � CONSTRUCTION ( GREEN HALL BE 1 x BOOK"). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED THE LEGENDS A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. P 10 PRIVATE ENGINEER,S NOTE TO CONTRACTOR 3. MAXIMUM CUT AND FILL SLOPE - 2:110 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON 4. PROVIDE 5' MADE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL 24 23 OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO FILL SLOPES OVER 5' HIGH. THAT ALL EMPLOYEES ARE PROVIDEDS SAFE A E PLACE TO WORK AND THE a 25 PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OFA COMPETENT 2 2 SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATION OF THE U.S. DEPARTME T F LABOR AND THE STATE OF SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY ,�� 1"EMECLA_A CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION 2 6 N 0 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL r, WAY FILLS OVER 1 DEEP. �, �� SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE SITES 2 8 WITH SAID REGULATIONS AND ORDERS.2 7 21 IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE GISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY DF TEMECULA'S a ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF v a CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AN ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR �, s D TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO Ffi 2 9 COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE r �' 2 0 COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. ��L� COURSE�F�u�� 3 0 5 7 ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY v 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 140YR Q STORM FLOWS. CALIFD� 'TR� � NO , 23371 - 15 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND 19 THAT THE ALONG TOP OF CUT SLOPES. -4 3 1 CONTRACTOR SHALL A DEFEND* INDEMNIFY AND HOLD THE 58 OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL 'I'9 LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 3 2 5 6 PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION THAN ONE FOOT. 'QO9,p X IDN FOR LIABILITY RANO E 9. ALL GRADING SHALL B DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 'Pb 33 59 18 RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTING GRADED PAD CONDITIONS BY LEIGHTON & ASSOC. DATED 15 5 5 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND JULY 6. 1998 AND AS GRADED REPORT OF FINE GRADING UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY DATED AUGUST 8. 2000. TWO SETS OF THE FINAL COMPACTION T :�A 3 4 6 0 17 A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH N.T.S. 4 ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES• 3 5 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION 1C SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS 5 3 ��L.,� �����F" ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR OF THE PRELIMINARY SOILS REPORT. VICINITY MAP 3 6 6 1 EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 5 2 15 fR NO ' 23371 � � AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON+ AND FOR ANY HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 37 DAMAGE OR PROTECTION TO THESE LINES. INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 44 51 PERMIT FINAL INSPECTION FOR EACH LOT. 38 45 14 .PHONE: i 909) 694-6411 39LEGEND 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 43 4513TOP OF WALL _________________________________________________________________________________ TW SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE SITE TOP OF FOOTING ........... .. TF PLANTED WITH GRASS DR GROUND COVER TO PROTECT THE SLOPE FROM 42 47 i'"»''' _ ______________________________________________________________ EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 12 TOP OF CURB ELEVATION --------------•.---------"--...................................... TC SECTION 17»06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 41 68 48 PAD ELEVATION --------------------------------------------------- ---------------_--------- PE 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 40 FINISHED FLOOR ELEVATION FF BEEN CLEARED OF WEEDS, DEBRIS. TOPSOIL. AND OTHER DELETERIOUS 49 MATERIAL. 67 FINISHED GRADE ELEVATION ............................................................... FG 1 HIGH POINT HP 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. 69 -----"------- ••------------."'-------------..••------------•-• -•------------••-- THE TERRAIN MUST BE CLEARED. KEYED, AND BENCHED INTO FIRM NATURAL G� 62 TOP SLOPE _________________________________________________________________ ___ TS SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A FLOW LINE FL REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 66 9' --- --- - --- - 70 TOP OF GRATE ELEVATION ---------------------- -_ 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD GARAGE FINISH FLOOR ELEVATION _______________________________________________________ GF BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENTp EXISTING ELEVATION (91.70)PROPERTIES. 7 65 - -- ---------------------------- ---------------------------------- (gy FIRE HYDRANT LOCATION _...••""""--------------"---------..........---------........... C? of 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. � STREET LIGHT ..................................................... - ...... 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 72 64 6: DIRECTION OF DRAINAGE FLOW -------------------------------------------- - - - FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES - - RETAINING WALL (BY SEPARATE PERMIT) ______________________ __ AND TEMPORARY DRAINAGE PROVISIONS MUST 8E USED TO PROTECT C3 7 3 ....._ ADJOINING PROPERTIES DURING GRADING OPERATIONS. 5 APPROXIMATE LOCATION OF ELECTRIC METER _--.________-------_ ___ D 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- SEWER LATERAL LOCATION ________________________ - S[] TENTHS ( 1 »5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE a ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN o w z Cly 7 4 ' WATER LATERAL AND WATER METER LOCATION ....................................... _ 3 ELECTRICAL TRANSFORMER __ __ VERTICAL HEIGHT. z Q INDEX MAP ~ $ POWER LINE AND HANDHOLES H[] 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING ~ © LOT .............................................................. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE W LINE w v© '�' 2 1 '=100' TELEPHONE SERVICE ....---"--------...."-"--------------•-------------...--•---------....--- D ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN• I F AN �-- _ , 3 MIN. a �w ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED. THE W a z 5 MIN. , , z 1 GRATE ❑ ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. C_D� i- °C V)4J -- - - - ••-"""-----""-" """""""--"" 0 0 3' MIN. 1' ��„ o w AIR VALVE _ U TELEVISION PLATFORM 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ~ U"_ MSN .........��•��•-----------��••�•-�-----�----•••��•------"-�-��•-�--- ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. •_ 2 . AX BACKWATER VALVE ........................... SLOPES OVER 15' I N VERTICAL HE I GH T r I N ADDITION TO GROUND COVER, 2'•/, M ...........•................. ................. 00111111111F 11111'11,,Rijjjjjjj SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION 2�y MN. THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTERS. TREES. 20 OPV AX• GRADED CENTER: COMBINATIONS 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL GRADING TOLERANCE NOTE HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW GRADED 6"MIN. LOT FG. PREVENTION DEVICES PER U-P.C. . CHAPTER 10»R» LOT FG. GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1OF THE GRADES AND 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT A OPTIONAL LOGGIAS OPTIONAL LOGGIAS ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE LESS THAN 1�4 PER FOOT FOR A MINIMUM OF 3 FEET. �_ OPTIONAL RETREAT OPTIONAL CONSTRUCTED WITHIN 0. 5 OF THE LOCATION SHOWN ON THESE PLANS. OPTIONAL BALCONY IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE - NOT TO SCALE BALCONY RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. PERMITTED. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD FG ESTIMATED EARTHWORK QUANTITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING» BACK OF SDWLK PER PLAN NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR . APPROVAL OF THESE PLANS BY THE CITY DR ITS AGENTS DOES NOT RELIEVE INDICATES LOT NUMBER PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE - NO» LOTS CY/LOT TOTALS FG 2 INDICATES FINISHED FLOOR ELEV. CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. PER PLAN _ - � -�"+ � 4 UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY FF=100.0 FF=100.0 FF=100,0 16 15 240 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. - `- ~ 1Y» MIN.. FF=100.0 W i PE-99.3 PE=99.3 PE=99.3 PE=99.3 INDICATES PAD ELEV. 2 3 4 CONSTRUCTION NOTES AND QUANTITIES , %+ i INDICATES BUILDING TYPE CURB �: �� ._I HP '�' PER PLAN 10 THROUGH THE CURB DRAIN 3 EA SEE DETAIL SHEET NO. 2 1 *LOGGIAS MAY VARY IN WIDTH FS 0-1 === PLAN 3 HAS HALF OR FULL LOGGIA 20 INSTALL 4#PVC (CL 150) Q 1.00% MIN 297 LF - +" PER PLAN 12.0% PLAN 4 HAS FULL OR HALF RIGHT OR HALF LEFT LOGGIA 3Q INSTALL 3"PVC (SCHEDULE 40) Q 27. MIN 30 LF - MAX '�' 0:: FS �. ER PLAN 1� 4/1AFG '5 MIN. - - 3 MI 1/ MIN. 04 PER PLAN DIG ALERT • ,c FG DEEPENED FOOTING na 0 10'MIN (TYP) RIGHT OF WAY ED PER PLAN AS REQUIRED. Q Q +` UTILITY SERVICE POINT LL BEFORE TYPICAL LOT GRADING DETAIL YOU DIG! N EXIST. CURB AND GUTTER LD 0 1-130 GR 1-800-227-2600 NOT TO SCALE BUILDING F T PRINTS TICK ENGwimmNG ComPANY UNDERGROUND SERVICE ALERT FOOTPRINTS Callat least 2 working days prior to excavating. NOT TO SCALE TV Sim Diem Rhmrdae onmr Phoejdx TUCK% 1223 University Ave.,Sle.240•Riverside,CA 925(17-3415•(909)702-0707•FAR (909)752-0725•rnrrw.rickeeg.ggln CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by , SCALE COUNTY of R I VERs I DE B•M. T-29-81 BCH � EHP EMR : DATE: ��l�I Drawing No. M � EHP RECOMMENDED BY � _ CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS • Horizontal -h � �'' Contractor 2-1/2 MASS DISK I N CONCRETE CYLINDER c, -P s Prepared Under Supervision Of IN THE N•w. CORNER OF THE INTERSECTION• w No. 46804 � � ACCEPTED » �� d/ E ED BY DATE. PRECISE GRADING PLANS OF RANCHO CALIFORNIA RD. w I TH MARGARITA 1'=100' Exp 6-30-03 . RD. 1.0' EAST OF A 7.D' C.L. FENCE. 40' NORTH ! Date RONALD J. PARKS _ Inspector � �S� � OF P.P. (No HO CALIFORNIANORTH OF THE FIBERGCENTERLASS +c EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO, 233 71 F LINE OF RANCHO CALIRNIRD. SET FIBERGLASS VertlCa I ,�4 CIV 1�• ��r _ W I TNESS POST I.0' WEST OF MONUMENT. LOT NOS. 6-14, 47-51,9 & 62-63 Date Cmp it'd N/A 4Ic cm if � R.C.E. No. 46804 Expires 6-30-03 �� i� ELEVAT I oN• 112d.410 (ADJ. 9-13-82) R.C.E. No. 19744 Expires 9-30-05 THE LEGENDS PHASE 10 Sheet 1 of 2 1 G=\d_13212\212pgd 1$7.dgn PLOT DATE:24-SEP-2001 JN 13212 s , S � 9 1 � s s • r• cF F ? C 4.5 C ` SIDEWALK 2.5' R/1N 3.12' CONSTRUCTION NOTES AND--- QUANTITIES . �• S � FG - ,c' �� 1258.9 F.L. 16'MIN. _ • FS 0 F.L. OF PIPE /2 B Y 6 MIN. 20% THROUGH THE CURB DRAIN 3 EA •ti '= �► ABOVE GUTTER 2 SEE DETAIL THIS SHEET - , o �- _ - q FLOW LINE . _ CL �, s•4p 1.0% MIN. ZO INSTALL 4'PVC (CL 150) Q 1.00% MIN 297 LF / - - ,�- f p -r , • 9 FL �` �''- _ . •.' n �� 7� n - . _ :• �.. , /A \ n��Yn k vn\��,� 8 9� -- -may qs "�w^ "� "",,,�. � 3'X6' ECCENTRIC L4j'PVC INSTALL 3 PVC (SCHEDULE 40) a 2/. MIN 30 LF Hpy 4•sB- ��c l`L 8- •gyp , • (CL 150) 4 tim / ?59.9 B REDUCER WITH •p F 'Q° oca �S CORE DRILL CLEANOUT ...:• L 1258 S9 U � 3'I�IIN. PVC AT 2/. 9 47 �� ��/ .9 F F 9 CURB AS REQ D" CURB a� GUTTER (SCHEDULE 40) Q 9 58.5 PE_1259.2 57.8 .ti ._•, • 1�S, S FF=1259.7 FL 3B GF=1259.2 • 59.2 , _ ,Cb ,5. , .� THROUGH THE CURB DRAIN DETAIL ., . 3 �' N.T.S. 10 58.0 '�S6• 2p. �� 1 h� w rp Fc S9 DFA �'Z�6'�'�2 60, Vol- - 10 .0 o FL 8 FS C L 9TSp n, '� •9 ,, Fiy 1� �y 9 r� o 8 , 56.8 wyTf 649 / 3'MIN PVC AT 2'. � FG �_ - tiC 9,g+2s --■ - Ne sal yo • , � . A 6'6, �. 56.2 - � � l 18�Q1f' r (SCHEDULE 40) 6S F-'� 56. FL _ 155.9 l ` FS sp TF �`�9l HP / ' - G X56 57.9 - - . - ,a, ,rL •6' 13�, 1 I 'MIN. INSTALL POLYETHYLENE 133 y� . FS FL - _ o 61.9 COVER PLASTIC JOINT MATERIAL •j �/ 55.5 2•oi 61.2 TW ca FG 'QUICK JOINT'OR EQUAL 141.5 •9' 48 2p•0, 57.5 TF - s� a 10 P FG °) 41.5 4 •9 PE_1256.8 _ FL 1255.3 / / F- _ _ - F� �' a`° �� FF-1258.5 GF 1256.8 FS� � G -1259.1 4,: � 61.2 TW 61.6 .n .• .° - -•�� . .° • _• •° • .• •° • . 37.1 •6'- - - F� 3, 2C 1�5� 6 58.5 5 .1 - 56.1 •4 F • w o HP o n n o 0 roe r, FG `~�� ��.' J o, 1p S r N 51 FL h. FG 58.8 TF - FL 59;t N'~ - a 3 FG Q o, FL -� _rr1 12 9q -•. h , PE_1259.1 16 -`� ----� 3 0.5' DEEPEN FOOTING 22, CL ` 9 ~ -, FF-1259.8 •7 � V 35.9 FG I 56"8 • _ BW 0 4 y O �•= . r 18.0. 57.x- 1CR r / ,\ ��y FL 40.6 I �,. .� Q •9' B, 2'MIN. I 36.5 FL ` - - �• 55.4 1� r �. 125 .6 FL 6 61.3 I g� 6' FG FL ' 9 41.2 I 141.00, _ _ F 25, FG 59.1 TW __ 58.8 / I 61.3 FL 651 � - 53.5 TF 58.4 HP / I 1 2 s3 v, HP 7.0 -� - - ~� 12&3;3 5 FL PE=1237.1 6.5, O o �.".r- - FG ,70 - 107.400 1"0 FL �n• I 8 . ► FF=1237.8 cn1 Q0 54.2 53.6 `��- 70 - - co r - I SECTION B-B 8 s2 N PRC - �`� -. - 1 PE=1261.9 o N.T.S. 3C PE=1241.5 5.0 r FG FL - _ - - / I 36.8 I 53.9 r 52.9 �•- 12+76. 3 m 1253.6 FS 53.9 �� _ FG I FF=1262.6 I Cw 0.5 DEEPEN r -_j 1 CL , - - ``' FOOTING HP � 1B I HP 49 FL 1252.7 FS 1s, 18 WY FL ` I 2B 1 1, i I r PE-1254GF-0254.2o, 18' "+ 1252 F GF=1254.9 0 54.9 59.1 TW I -60 35.5 1 ► 22.6 r I _ .2 1 r 1 . % 5O co 4.6 TF t� + r -16.11FF-1254.9 251.9 F IAA FG r I ti IS 0.86 l PE=1254.9 54.6 23.3' I �n 01 r f 2A 11.5. �! CL 8' DWY 1 "- FF=1255.6 o• w I !! 2 co FL 20.3 I 53.6 0.0' , ' �, - GF=1237.1 _ 9. ' 17.1' _. ni 2BR r 0.5' DEEPEN 36.5 _- PE 1241.5 11 ` FL 0.5' DEEPEN FOOTING I u' I BW 0.5' DEEPEN FOOTING FOOTIOG GF=1261.9 FL 1 40.0 40.6 I FG - ` 52.9 BW 125 .48 TC 1, 53.8 r 54.9 N I 60.6 I UW . FLFLIb __ - �� FL 12 FG ~._- 1 l ` FL ' r HP r I 60.6FL30.23 T � Li CO \ co _ _ _ � • V ( FL ti LjL LL L 104,53 "'' t-• o �` ! (n V)LL LL. rii �� l !.9 4.. 12 .5 FG - _ -.� ca Lij(p B W CV LL LL_ 0 w. N p �� '+r. �� - - CV ► ' N " �.. f ► _ " C)Lo Q r I Irn 41 N 54.5 417 .�- 1253.6 FG W L-_- FG _ � 248.0 FG .- N N / Lo -36 02 .10 83.00' 1 � / fSG• VG 00:00 60.54' I I •..• = .. . N 4 1236.62 TC II 12 7.29 >_ 1242. I 01 TC 1247.82 TC I 1253.46 TC 1258.13 TC 0 1260.69 TC 1 _ _ RV EL . _o 150' VC I I w . I •^ -ar N � CTS Co -J J � �, - I - 7 00% - 15 GLENEAGLES DRIVE +°° _ 17 W ' 4.30% 60' vc REC(TCA*rI Y '~ - - J.30w Ln 4 1 1 0 . 1� �-`-- '- ,,-1 RELOCATE DWY ti ` 16 �, 1251.04 I �- `- �'-- 1243.83 TC coo r; . m I N I 18Ln �, �- a, _ 1244.41 IE �, . 124 54 TC o - RIM EL LO © © 1257.10 TC a 1 a� 4n r V I N 8'29, � 12 �� ca -� °p + BW ca •�,�, ca '' 1 - U U r v T T T J T77 '- -' 77 J 12 9.40 TC �-- -.j Opp, I Al 3 ; .q y �p , 8 3, • r- 2.27 9, , u, ca c� 55.00' i - tc. �° , c� 53.00 53.0 33.5 c� '� n! r. i - " -� c� B o .L_ o, o o `_ cn - i cn L� o U_ �, - V CD �' N - w Li cn vi C7 , LL B •� 33.4 TG °' '" rn co N o LL. © cr, . 3 BW .- - o �� �- o m . N _ - o w L FL "� �, �„� i o, -Q: V_ o . N r o ,r� °: ►` in o BW I Lq� - v © x•- 31.5 IE 36.9 TW t- N r- ,� ai , t- n, � -W V_ v N o"U co o .rn Ln c v rn Q• N " ti / 4n v "? o Ln o rn / Lf7 N N N N LO N c0N 1 r r - I 4"77 O N N m o Ln :n r 41"I (UW �-- oo Q; C" 33.1 TF N / e- N N N N N `-' / N N N Ln '- N UD N � GF=1234.3 � 36.3 , � '- 34.0 / 0.5 DE N 40.2 TW I r FOOT G FL 357 39.3 I / 43.1 i 1251.7 TW 50.1 , 56.9 i 50.7 54.0 j 59.2 GF=1237.2 FL j w I 0 TG 1246.6 TF FL I 56.9 I HP , 36.5 TG I � 59.3 / 61. 6 7 FL 47. I FL I / FL FL FL z I r 6 34.5 IE r _ F__ w o _ j 44.8 IE 47.1 I I I / I �`=- FL I I w FL r FL GF=1240.2 w? GF-1244.0 I GF=1251.7 :: GF=1258.2 j I w ca GF=1262. PE=1234.3 I / I o© F L j I j GF=1255.1 I W z o z GF=1260.6 I FF=1235.0 CO j I in o 3 GF-1247.8 j r, 07 3 2CR 38.9 I 42.4 11 j - I o o - o Ln 0 0 'r:o POST TENSION 36.9 POST TENSION 12.6' I FL I 7.0' 53.8 I o o � o L_ 33.2 TG 5.5' /r HP r o" 0.5' DEEPEN I j 112.6' POST TENSION Q; 0.5' DEEPEN 1 .8' I FL I I r 61.8 32.2 IE 7 FOOTING I 10 FOOTING 0.5 DEEPEN •2 j I 34.0 / PE=1237.2 774, I j 9 j 10 I 5.2' , I FOOTING I 13 10, I 14 I 15' FL 4.3� HP / FF=1237.9 I 8 •4 PE=1244.0 - PE-1247.8 I POST TENSION I j .8 I PE-1258.2 I PE-1260.6 I 3 2AR I PE=1240.2 o FF=1244.7 FF=1248.5 47.5 I 11 j 0' FF=1258.9 j I = I o f cj a� 1- FF-1240.9 47.5 8+0 PE-12 5.1 I 5.4 FF 1261.3 1AR 2GR Ln PE=1262.9 12 36 2 TG j - I 1CR 2B(� HP j PE=1251.7 o FF=1255.8 54`7 6 0 `88' �-,• --` 36.9 - _ - 36.9 TW 35.2 IE , 3BR °' I HP FF=1252.4 � 3AR FL j I FF=1263.6 HP POST TENSION I I POST TENSION 43 T IT- I r, 33. TF 37.2 40.2 TSI I 39.3 39.9 I j HP I 47.2 TG 50. 2AR 51.4 54.2 54.8 I 57.6 59.9 3 C R FG 'n` 36.5 TF FL HP 43 0 1251.7 TW 8 I j FL I 60.0 62.3 62. \ r I 45.7 IE 1246.8 TF FL HP I I FL HP 57.5 I FL FL I FL 1�"s3` -�-� / 4 I I FL I I I I FL I i I FL 34.3 �--" 0.2 _ I 9: b jj� - 47.1 TG r FG FG coo - - --.---.. - r % �� 1 �r 46.1 INV 14.79, m 40.2 .......4�,p �; - - ---� ' - - - - r 46.01 F� FG •0 Q, _ - ` _ _ 62.6 37.2 - -32 47.8 0 47.5 3 0 - - - 6 .35 FG .- N m a: a: ` - - - - 60.3 •r FG VP 47.8 51.7 N N M N o Co Lri HP o HP 53.30 FG FG m o 57.9 N "' N 51.7 N DIG ALERT55.37 55.1 55.1 58.2 HP 58.2 60.6 60.6 62.9 53,36' FG FG /----- TM 1 52.00 FG FG 53.00' FG LFG 53.00 FG FG d CALL CAUTION: BEFORE01- 130LD GR YOU DIG! EXACT LOCATION OF EXISTING SCALE: 1 20' 1-800-227-2600 UNDERGROUND FACILITIES IS RICK ENGINEERING COMPANY UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Ca h at least 2 working days prior to excavating. VERIFY IN FIELD. 20 0 20 40 Sm Digp Rivard& orange Moeai�c TUCKn DATE BY REVISIONS DATE CC' SEAL: izza 1J��;ty Ave.,s>e,ago. ,cn sasor-s4ie. CONSTRUCT A D BENCHMARK. Designed b ��raa-oror•FAX ��raa-oras-..,.�,.�. ION RECORD SCALE Vq#EsS� 9 y Drawn by Checked by Drawing No. EHP EHP EMR RECOMMENDED BY: DATE: A CITY OF T DEPARTMENT OF PUBLIC WORKS Contractor Horizontal ��: WNo. i P Prepared Under Supervision Of v ,_ ,�.- ACCEPTED BY: DATE: z� PRECISE GRADING PLANS SEE SHEET NO. 1 1 -20 Exp.6-30-03W Date _ S�-�� RONALD J. PARKS Inspector � � -- TRACT N0. 23 Vertical EDWARD MIC L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS 23371-F Date Cmp It'd ' c'v'0Fo46804 6-30-03 - LOT NOS. 6�- 14 p 4 7-51 & 6 2-6 3 N/A or cA�� R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 �;� THE LEGENDS PHASE 10 sheet 2 of 2 G:\d_13212\212pgd 188.dgn PLOT DAM 24-SEP-2001 A 13212