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HomeMy WebLinkAboutLot 27-32, 43-46 Precise Grading 1 IN THE CITY OF TEMECULA, CALIFORNIA GENERAL GRADING NOTES WORK TO BE DONE THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE 1988 CALIFORNIA BUILDING CODE* APPENDIX PRECISE GRADING PLANS 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 . 29033 LOT NOS, 27 - 32 & 43 -- 46 THE LEGENDS PHASE 5A STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE m 1%. BOOK"). DRAINAGE SWALES SHALL BE A MINIMUM of 0.2' DEEP AND BE CONSTRUCTED / I ` PRIVATE ENGINEER'S NOTE TO CONTRACTOR A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES. � 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . ME Ow R 0 WAY ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE FILL SLOPES OVER 5' HIGH. PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS TRA N I - IJ SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT21} 25 b REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 23 27 CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL T>�A C7 NO 23371 •- 1 1 22 28 SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE FILLS OVER 1 DEEP. 21 IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE / WITH SAID REGULATIONS AND ORDERS. 6. A REGISTER 6-CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S / 2 ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF30 19 - CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 3 LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. 1 � �7 COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY J -7 �`� 46 32 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR 0 STORM FLOWS. 4rJ ' �� 33 THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE ALONG TOP OF CUT SLOPES. J6 51 �l� OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL 44 LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 15 52 q� 3-4 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY THAN ONE FOOT. 14 53 43 F RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. i 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 3� THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED 13 54 42 UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY JANUARY 30, 1998 AND AS GRADED REPORT OF FINE GRADING 5536 A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER DATED APRIL 21 , 1999. TWO SETS OF THE FINAL COMPACTION 12 ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH 5 b SITE 4J NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION 11 SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS �7 r}� 3 7 ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR OF THE PRELIMINARY SOILS REPORT. ' I G EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES 2 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY 10. THE CONTRACTOR SHALL NOTIFY THE •ENGINEERING DEPARTMENT AT LEAST 24 / DAMAGE OR PROTECTION TO THESE LINES. HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE / 59 39 38 INSPECTION. THIS INSPECTION MUST' K APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 7, bb PHONE: (909 ) 694-6411 b b J LEGEND � 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 5 62 TOP OF WALL _____________________________________________________________________________________ TW SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE b3 TOP OF FOOTING ................................._____________.......__________................. TF PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM TC EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 4 TOP OF CURB ELEVATION ............................................................. SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 3 64 PAD ELEVATION _ __ _ GOLF GOURSE5 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 01 65 ��, TEMECULA WAY TR NO 23371 - JS FINISHED FLOOR ELEVATION ------------------------------------------------------------------ FF BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL• AND OTHER DELETERIOUS 2 bb ���`� S�,RF- FINISHED GRADE ELEVATION __________________________________________________________________ FG MATERIAL. � SITE ' qa HIGH POINT ........................................ ------ HP 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. J b7 t o THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL F�,F �,, ,r TOP SLOPE ........................._.............___________...................................... TS SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A ba GOLF COURS5 ol�jG FLOW LINE ___...............___........______..................................................... FL REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. TR NO 2337 J - JS TOP OF GRATE ELEVATION .............. 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 69 CALIFORNIA GARAGE INISH FLOOR ELEVATION ..........._........_........__________................... GF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT INDEX MAP '` EXISTING ELEVATION ------------------------------------------------------------------------ (9/70) PROPERTIES. 7� 1 -100 RANCH ° ' � FIRE HYDRANT LOCATION _________________________________________ 15 DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. ��- STREET LIGHT _____......______________.........._............................................. o---3 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 15 ° DIRECTION OF DRAINAGE FLOW ---------------------------------------------. _ _ _ FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES TRA CT 3371 -9 TEMECULA RETAINING WALL (BY SEPARATE PERMIT) ________________________________ i AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT " ADJ-Qj-N I NG PROPERTIES DURING GRADING OPERATIONS. N.T.S. APPROXIMATE LOCATION OF ELECTRIC METER ------------------------------------------- D _ o z ` z i SEWER LATERAL LOCATION ----------------------------------------------- D AV L�I TY CALCULATIONS ONS WITH A FACTOR OF AT LEAST ONE AND FIVE VE- TEN1'HS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE Q a a �' VICINITY MAP WATER LATERAL AND WATER METER LOCATION ----------------------------------------- W❑ ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN oLOT ~ o VERTICAL HEIGHT. Cr. r~- LINE w ELECTRICAL TRANSFORMER .------------------------------------------------------------------- c.� 3' MIN. f--- =W POWER LINE AND HANDHOLES -------------------------------------- [H] 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING a crZ 5' MIN, w aCz PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED* THE W �z 2 v TELEPHONE SERVICE ......____________........................................... ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN " zo ow GRATE _______________________________________________________________________________________________ ❑ ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE � o 0 3 MIN. 1 �, u o ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 2y. MIN• AIR VALVE MAX, ......................--�---�--.......................................----...... -------- 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 2;.�, MIN ' TELEVISION PLATFORM ______________________________________________________________________ Q ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. 21%, SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. • BACKWATER VALVE g GRADED SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATIONLOT FG. jTHEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON GRADED 6'MIN. ',CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL LOT FG. GRADING TOLERANCE NOTE HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW A PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND OPTIONAL RETREAT ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT - NOT TO SCALE OPTIONAL CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. BALCONY LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE FG PERMITTED. BACK OF SDWLK PER PLAN ESTIMATED EARTHWORK QUANTITIES 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD FG INDICATES LOT NUMBER PRIOR TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. PER PLAN - - NOTE: ESTIMATED GRADING OUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE - - - �y M� + 2 3 4 INDICATES FINISHED FLOOR ELEV. PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THEFF=100.0 FF=100.0 FF=100.0 FF=100.0 CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. R/W , r.� PE=99.3 PE=99.3 PE=99.3 INDICATES PAD ELEV. No. LOTS CY/LOT TOTALS • i PE=99.3 2 3 4 10 15 150 UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY � � � HP SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CURB INDICATES BUILDING TYPE AN • ��• PER PL CONSTRUCTION NOTES AND QUANTITIES ' 1ti FS O THROUGH THE CURB DRAIN 6 EA PER PLAN 12.0% SEE DETAIL THIS SHEET FS MAX 20 PLACE 6'PVC (CL 150) Q s=0.5% MIN 525 LF PER PLAN 1� MIN. 3' MI FG 30 PLACE 3'PVC (SCHEDULE 40) 60 LF '• _ 5 MIN. _ 1/. MIN. PER PLAN 0 PLACE 4'PVC (CL 150) Q s=1.0% MIN 206 LF FG DEEPENED FOOTING - W. PER PLAN Q _ AS REQUIRED. 0 4� 10'MIN (TYP) RIGHT OF WAY DIGALERT UTILITY SERVICE POINT TM TYPICAL LOT GRADING DETAIL 'J CAU NOT TO SCALE N EXIST. CURB AND GU+`i tR BEFORE LD 00- 168 GR YOU DIG! BUILDING FOOTPRINTS i-soo-227-2600 ldlumbl® RICK FNG�RING COMPANY NOT TO SCALE UNDERGROUND SERVICE ALERT r 1�►A■■W i 3050 C 100 Avenue Callat least 2 working days prior to excavating. Cotte too ������ R I vers I Co, �►��% Ca t i forn t a 92507 (909) 762-0707 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: pR�Ess��, - Designed by Drawn by Checked by COUNTY OF RIVERSIDE B.M. T-29-81 45' MICHE� q�Fy EH EH EMR RECOMMENDED BY: DATE: /� �7 Drawing No. F E M E C U L A DEPARTMENT OF PUBLIC WORKS A�; CITY OHorizontal = P� �% c?, Plan >epared Under Supervision Of Contractor 2-1/2 BRASS DISK I N CONCRETE CYLINDER, 3 I N THE N.W. CORNER OF THE INTERSECTION 91 0 No. 46804 zrn p0 OF RANCHO CALIFORNIA RD. WITH MARGARITA 1'=100' Exp.6-30-03 ACCEPTED BY. DATE: PRECISE GRADING PLANS !r RD. I.0 EAST OF A 7.0 ,C.L. FENCE, 40NORTH Date /d /��d RONALD J. PARKS Inspector OF P.P. (NO NUMBER), 94 NORTH OF THE CENTER } DEPUTY DIRECTOR OF PUBLIC WORKS _ TRACT N0, 29033 L I NE OF RANCHO CAL I FORN I A RD. SET FIBERGLASS Vertical EDWARD MICHEL AT ICAN = W I TNESS POST I.0' WEST OF MONUMENT. X>I CI V IV �Wt �" LOT NOS. 27-32' & 43-46 rf o� 468046-30-03 �} Date Cmp It d ELEVATION' 1128.410. (ADJ. 9-13-82) N/A or CAO R.C.E. No. _. Expires a '°•,r N19a9 Sheet R.C.E. No. 19744 Expires 9-3J-o, ,o �'� THE LEGENDS PHASE 5A 1 of 2 � G:\d_13212\212pgd115.dgn PLOT DATE: 13-OCT-2000 JN 13212 • ,�-�1 �'F G F°•s - � c - 1 ' Qn 39,3 39 RA OT 0 %0 23371 = 1 1 `" F •0 � o w VI �G 2:� S�pPE F 9.3 39. F 57.4 FG 59.6 59.6 _ • S�°pE 57.4 FG FG � 5 61.2 b 1.5 FG HP \ 5.4 FG =57.02 L=59.79' - I FG G - q �-55.40' S�ppE 55.4 4 - o •� 59.3 6 58. T / 2• FG _ 6, \ 4 _ - - - _ 9 G 61.0 TG i 63.0 . L_ g. 64.7 L-56.5 A 57.1 HP 58.5 INV 60.1 IE r-- 1 FG 62.7 59'33' FG 2 - HP 56.7 TG 59.1 TG , _ H� 63.0 _ wP ♦ HP 56.2 IE 58 1 IE 1 2 61 0 TG - L-3 54.8 TG , 2 � � - FG 3.62, 64.7 ,Z �_-f5• +, �, �`' _ _F _ 54.9 TG 54.1 IE , 56.8 TG i i ; i 61.3 60.5 IE 4 - ��� FG 53.9 IE , HP _ - .79- �� 5A•$ \ 57.2 IE 1 5.0 5.0' 30 61.3 62.4 TG / 64.4 4 FL 55.2 55.2 \ i 29 i PE=1261.5 1 HP � \ 27 2S q PE=1259 6 HP o 2 61.6 IE 62.5 TG -, A$ HP PE=1255.4 HP HP PE=1257.4 �, ' S HP FF=1260.3 FF=1262.2 62.0 IE ^ FF=1256.1 \\ 2 FF=1258.1 0 2AR HP•4 , 0 3AR i ' 4 4' 64.1 TG 64.2 TG ? a 2 1CR 1BR o 59.0 TG o ' . 62.7 31 , / 2 63.7 IE , Rill ' \ 56.8 TG 57.2 1 61.0 TG 7 PE_1263.0 63.3 IE / 57.8 IE HP FF-1263.7 ' \ 54.9 TG 'o HP � � 59.8 IE ► 32 53 6 IE o 55.5 IE 2 i 62.4 TG 4CR r 64.5 64.4 PE=12fi4.T � 2 61.5 Tw 61.4 IE 62.8 " / HP 55.2 19 2� i 59.3 58.9TF 61.3 r HP i , HP FF=1265.4 ' HP 57.2 , HP 2 HP ,. 61.0 i 9 31 / 64.1 TG 1AR \ ' HP 61.5 TW - ' 62.7 / P i 57,1 6 GF=1259.6 GF-1261.5 :6 FL�1 I 63.0 IE 1 2 GF=1255.4 GF;1257.4 FL i 58.7 TF 61.0 2 HP 64.4 \ 2 ,0 POST-TENSION _ \ \ .p, i 57.0 i FL GF=1263.0 HP A \ \ 5 55.0 F 0 62.3 62.6 / , 2 / :12 o FL FL / GF=1264.7 / a of �A 55.0 FL N BW 59.1 N 33 \ F�- F 1 v Ln �' BW °° °° FL / • o � BW 1** �; oo' v, 5.0 PE=1266.2 .,., iv N •- _ ul N o N . 63.5 POST TENSION � �, u+ BW �' n c^ 'L=47.52' ♦ - L=49.83' �' " oma �; BW c� FL FL •: o -� •13, L z 46.17' "N N M" a, v> A' n N 125 7.62 TC r L rn � ca 6 8 55.1 �� 57.3 0o u+, �W �. 3 `I �' o ?3 7 3 � ` 0 1259.68 TC 59.3 Cn �- �' - 6 FL - �I 1257.13 FL* 0) � m 1261.25 TC 3 r w12 I 'r RIM EL --� � X49/. FL c\, cp a, 55.35 T 24 o -- t'� a ^ 46.17, 53.3 0 0 �-- F L W 2.5 _ 7,53 m- I 25 to >_ ``� 1262.91 T w �- win 1ZG ` r �, ��-�+-��- ALE + °° 1258.99 TC� ` 62.6 m . 3 PVC AT 2/, ��� 1255.7 T SUNNING N J + 00 (SCHEDULE 40) •�2 `'' -S °° �r O " I N ; 1261.40 TC FLS I � � ` a0 t, 12 aDRI7 X61264.39 TC i INSTALL POLYETHYLENE V ' 1 11 MIN RIM EL / COVER PLASTIC JOINT MATERIAL _ 'QUICK JOINT' OR EQUAL _� _ �B - 9 vi in L=61•x' 1263-TC _ o Ar w 125 'e o ``' . .. , Ln Lr) Co Ln - ° it ' No N BW \ .ZSh. o �.% un 'Ir - -64-41, / G A � ca --Z* -n T, c? , Ln N X61.6 Nto _ o�• N �^ �, co 58.8 -- W �• BW , FL z 58.8 FL ti 3.9 `�' q'o) �' / i �' W FL _ 61.6 v F= • �L 2' MIN ,. �s'. =� fi rr+, 55.5 i Wz GF=1260.1 i Wz FL F • �' �'�'' s F L 1 0 1 4 GF=1262.8 , 9 6 s _ 1 Ln / Cl- A' GF=1256.8 0 0 0 0 / 53 \ 55.8 � / o� 63.9 FL � - FL / SECTION B-B 12��•a -�F \ 11.6' o oto GF-1265.2 N.T.S. \ 12���:� 45 1¢ 4' Of 44 8 j GF;125 \ i PE=1260.1 i "i PE=1262.8 ' o FF=1260.8 1 FF=1263.5 i o o 1 46 0 2BR 1BR 43 , y NS�ON O PE=1256.8 o POST-TENSION o �- PE=1265.2 o FF=1257.7 FF=1265.9 / \ 5 4.5' A ��� 3CR FL 59.5 5.0' 5.6, 2CR o 12 POST TENSION 56.2 o• 42 SIDEWALK 2.5' 3.12' Q��.12`'�'' A5 56.2 FL FL i 62.2 0 6. FF Z�,� 5•g' FL 62.2 � PE=1267.3 �. F L F � 59.8 6 MIN. 56.5 59 - - - 62.5 FL 64.6 64.6 F.L. OF PIPE '/2' B 6' MIN. I 20'/ a 8' ABOVE GUTTER _ �\M�� �9�W� \ HP co - -4 _ _ N- Ln V.8 HP 62.8 FL CONSTRUCTION NOTES ' 5 5 r s 60.1 _ N _ a• F L / I O FLOW LINE 0.5'/. MIN. �, i 't - - - - - FG 51.21' FG FG_ ; 6�.2 64.9 Vill/Ia A /I�\��\ A\Yn��vn�v�a�vn����, - - - N 6 EA 60,1 7 - 1 THROUGH THE CURB DRAI • - 4 - = _ 56.8 EX WALL - SEE DETAIL THIS SHEET . 3X6 ECCENTRIC L6' PVC Q•� �'? 52.36 ... .:: 5G_,8............... . _ FG 5° � - o (CL 150) 2Q � � _ .......... ------� � 0 • • REDUCER WITH �' `�' FG 525 LF B e - FG • 5 Q2 INSTALL 6'PVC (CL 150) 0.5/. MIN �_ \ _ ____ __. CORE DRILL 3' PVC AT 2% CLEANOUT - � ,: .--.... . 3a - �. ZW 65.2. Q3 INSTALL 3'PVC (SCHEDULE 40) 0 2% MIN 60 LF CURB AS REO'D CURB & GUTTER (SCHEDULE 40) A A 6• 4.39, 4Q INSTALL 4'PVC (CL 150) 0 1.0% MIN 206 LF THROUGH THE CURB DRAIN DETAIL 1 N.T.S. .. . .............. •--- -.__ ............... . t -:X1 S r1 �lr GOLF 00URS RACE r NO 23371 - 15 DIG ALERT TM iJ CALL CAUTION: LD 00- 168 GR BEFORE YOU DIG! EXACT LOCATION OF EXISTING SCALE: V = 20' 1-800-227-2600 UNDERGROUND FACILITIES IS rM.P51"00mC°RICK 1ENGr,*,=NG COMPANY UNDERGROUND SERVICE ALERT UNKNOWN, CONTRACTOR TO 20 0 20 40 0.9iRrAmim ©��.�, 3050 Chicago Avenue �, RIIto 100 Riverside. aMat least workin da s r�or to excavat�n . California 92507 (W9) 762-0707 9 Y p 9 VERIFY IN FIELD. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL, pOESS/0H4 Designed by Drawn by Checked by r o D awing No. M\CHEF Fyc EH EH EMR RECOMMENDED BY: . DATE: / CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor Horizontal �P� �: ?� Plans Prepared Under Supervision Of � o No. 46804 z � ACCEPTED BY:. _ 4401.l SEE SHEET NO. 1 1'=20' Exp.6-30-03 _ 0 DATE: �� o� PRECISE GRADING PLANS Inspector Date '1O RONALD J. PARKS p TRACT N0. 29033 � Vertical DWARD MIC L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS w jT4T `'�"� ���p - LOT NOS. 27-32 & 43-46 Date Cmplt d N/A F o� �A�\F° R.C.E. No. 46804 6-30-03 Expires rN R.C.E. No. 19744 Expires 9-30-01 +•�*,oN1939,opt THE LEGENDS PHASE 5A Sheet 2 of 2 rN G:\d_13212\212pgd116.dgn PLOT DATE: 13-OCT-2000 JN 13212