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HomeMy WebLinkAboutLot 73-76, 80-83, 87-89 Precise Grading GENERAL GRADING NOTE IN THE CITY OF TEMECULA S WORK TO BE DONE 1 , ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE, APPENDIX THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING PLANS ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA 80 - 839 Q STANDARDS AND SPECIFICATI0NS9 AND THE LATEST EDITION OF THE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALESLOPE SHALL BE = 1X. TRACT N0o 28482 - 3 L0T N0S ■ 73 - I7 � OC � 7 �" 8g STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN DRAINAGE SWALES SHALL BE A MINIMUM OF 0•2 DEEP AND BE CONSTRUCTED BOOK"). A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT AND FILL SLOPE 2.1 . CYPRESS POINT PHASE 9 PRIVATE ENGINEER'S NOTE TO CONTRACTOR 4. PROVIDE 5' WIDE BY 1ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO FILL SLOPES OVER 5' HIGH. THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE "r1 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS� SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH qQ REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL p/� 4 CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION FILLS OVER 1 DEEP. �' SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S /Q IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF 'q,(� ���� TEMECULA WAY WITH SAID REGULATIONS AND ORDERS. ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR '�� ti�L� k�' CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 7f� .�y �` S�' Fqo COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE LINE, GRADES ELEVATION AND LOCATION OF CUT FILL SLOPES. IT p� COURSE OF CONSTRUCTION OF THIS PROJECTS INCLUDING SAFETY OF 7. PROVIDE A BROW DITCH9 DESIGNED TO HANDLE 100YR 0 STORM FLOWS, ��c• s ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY i �' CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING H0URS9 AND ALONG TDP OF CUT SLOPES. r► r� G THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALLLIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE THAN ONE FOOT. CALIFORNIA, PERFORMANCE OF WORK ON THIS PROJECTS EXCEPTION FOR LIABILITY 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 100 101 q -� RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED 9 9 102 4'� 'pcq THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND JANUARY 309 1998 AND AS GRADED REPORT OF ROUGH GRADING DATED SEPTEMBER 79 2000. TWO SETS OF THE FINAL COMPACTION i RANCH f� UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH 98 1O 3 � 9'pa A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION �y OL 5 C O Ul�S� � 15 ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES g 7 10 4 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS7r� �► � 2 7 TEMECULA SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING OF THE PRELIMINARY SOILS REPORT. 96 105 29 2 N.T.S. ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 95 106 3 2 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 34 AFFECTING THIS WORK9 WHETHER OR NOT SHOWN HERON9 AND FOR ANY INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 9 4 O~ 35 25 VICINITY MAP DAMAGE OR PROTECTION TO THESE LINES. PERMIT FINAL INSPECTION FOR EACH LOT. SITE 9 3 o 0 2 PHONE: (909 ) 694--6411 92 4 8 95 51 3 LEGEND 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 91 44 4 5 4 6 22 SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 77 43 TOP OF WALL ------------------------------- ------------------------------------------------- TW PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 90 78 5 53 52 21 � TOP OF FOOTING ------------------------------------------------------------------------- TF EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 894 2 5 2 O TOP OF CURB ELEVATION TC 1 SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 7 9 4 5 8 5 a 19 0 PAD ELEVATION . ------------------------------------------------------------------------- PE 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 40 59 18 � FINISHED FLOOR ELEVATION ________________ _______________________ BEEN CLEARED OF WEEDS, DEBR I S S TOPSOIL 9 AND OTHER DELETERIOUS 7 81 _...................... FF MATERIAL. 86 6 39 4 6 66 17 FINISHED GRADE ELEVATION .................... 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FI S 82 37 38 `, 60 6 3 HIGH POINT ----------------------------------- LL I TO BE PLACED. 85 61 16 ------------------------------------------------- HP THE TERRAIN MUST BE CLEARED, KEYED S AND BENCHED INTO FIRM NATURAL 83 67 )> TOP SLOPE ................. ...._......... TS SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 84 REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 110 6968 15 FLOW LINE ------------------------------ -------------------- FL 111 PARK SITE 72 7170 14TOP OF GRATE ELEVATION ----------------------------------------__---------.......-----_. TG 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 76 3> PERMANENT DRAINAGE STRUCTURESS TEMPORARY DRAINAGE CONTROL SHOULD GARAGE FINISH FLOOR ELEVATION ------------------------------------------------------- GF BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 5 13 PROPERTIES. , 10 11 12 EXISTING ELEVATION --------------------------------------------------------------------- (9170) 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED iETHODS. / 1 5 6 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 8 9 - FIRE HYDRANT LOCATION --------------------------------------- 3 4 STREET LIGHT ----�------------------------------------------------------------------------ / � FUNCTION 9 ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES DIRECTION OF DRAINAGE FLOW ...................................... AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT - RETAINING WALL (BY SEPARATE PERMIT) ............................... ADJOINING PROPERTIES DURING GRADING OPERATIONS. � � � INDEX M A P APPROXIMATE LOCATION OF ELECTRIC METER ----------------------------------------- D 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- SCALE: 1'=200' SEWER LATERAL LOCATION ---------- ----------------------------------------------------- TENTHS ( 1 -5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE D ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN WATER LATERAL AND WATER METER LOCATION ....................................... D VERTICAL HEIGHT. ELECTRICAL TRANSFORMER ............ ---------------------------------------------- 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDINGo © POWER LINE AND HANDHOLES -------------------------------------------------------------. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED9 THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. W. � z IF AN a W a TELEPHONE SERVICE ------------------------------------------------------------------------- D ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE = o ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. �-- LINEw �� GRATE -_--------------------------------------------------------------------------------------- ❑ 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA a �c.a 5' MIN. 3' MIN. a AIR VALVE--------------------------------------------------------------------------------- ---- ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. W Cr? �W TELEVISION PLATFORM ---------------------------------------------------------------------- SLOPES OVER 15' IN VERTICAL HEIGHTS IN ADDITION TO GROUND COVERS °a Ln© �' z w SHALL BE PLANTED WITH APPROVED TREES9 SHRUBS, ' ' O W BACKWATER VALVE OR COMBINATION W o o 3 MIN, 1 � B THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES9 20' ON ~' "`�" MIN• AIR CONDITIONER LOCATION --------------------------------------------------------------- CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL 21�. MAX• HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW Z/• MI �.- GRADING TOLERANCE NOTE PREVENTION DEVICES PER U.P.C. . CHAPTER 10-R. 21� N• MAX. GRADED FINISH GRADESHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LOT FG GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND 20. • ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE CONSTRUCTED WITHIN 0. 5 OF THE LOCATION SHOWN ON THESE PLANS. LESS THAN /4" PER FOOT FOR A MINIMUM OF 3 FEET. GRADED 6 MIN. LOT FG. IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. PERMITTED. rA 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD NOT TO SCALE INDICATES LOT NUMBER ESTIMATED EARTHWORK QUANTITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 3 INDICATES PAD ELEVATION Z NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE FG PE-1199.0 PE=1199.0 PE=1199.0 INDICATES FINISH FLOOR ELEVATION PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THEER LAN FF=1199.7 FF=1199.7 INDICATES BUILDING TYPE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. BACK OF SDWLK FF=1199.7 2 3 NO. LOTS CY/LOT TOTAL UPON REQUESTS THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. FG 15 165 TC LAN - --� _ -� ^ 1% MIN. z INDICATES GARAGE FLOOR ELEVATION PER PLAN W .�-�~ ; GF=1199.0 GF--1199.0 GF=1199.0 CURB : ' / �ti HP J ' LA � W ' = l%f / a Ln FS 10' (TYP) - 4ul PER LAN 12.0'/. MIN `" F R/w FG PLAN X • ' ER PLAN PER z ER PLAN . - . . . . :. DIG ALERTTC '-_�•4 5' MIN. 3' MIN. 1% MIN. ' FG PER PLAN - -- ---- -- - - � LAN CURB & GUTTER ED TM FG E LAN DEEPENED FOOTING AS REQUIRED. CAU UTILITY SERVICE POINT BEFORE LD 02-079 GR 1--800-227-2640 YOU DIG! TYPICAL LOT GRADING DETAIL RICK ENGINEERING COMPANY UNDERGROUND SERVICE ALERT NOT TO SCALE San 9hp xivmide Ormp Phoenu Tucam Calla( least 2 working days prior to excavating. 1223 University Am ,Sta M•Mftmi&,CA 92507-3418•(NO)782-0707•FAX (Ift)782-M3•wwwAken&aow CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: 90'ESS/ Designed by Drawn by Checked by Drawin No. SCALE ' COUNTY OF RIVERSIDE B.M.T-29-81 %CH EHP EHP EMR RECOMMENDED BY: DATE: 't z9)zr- OF g M � CITY TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor 2-1/2 BRASS DISK IN CONCRETE CYLINDER, Horizontal �� P s Prepared Under Supervision Of IN THE N.W.CORNER OF THE INTERSECTION * LOU No. 46804 � � G z` pA* OF RANCHO CALIFORNIA RD.WITH MARGARITA ,_ W Z ` ACCEPTED BY: DATE: �` . PRECISE GRADING PLANS Inspector NORTH'EAST OF P.P�(NO NUMBER),94C NORTH 1'=200' Exp.6-30-03 O � Q,� Date RONALD J. PARKS _ TRACT NO. 28482-3 OF THE CENTER LINE OF RANCHO CALIFORNIA Vertica I EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS ' RD. SET FIBERGLASS WITNESS POST L0' ` q CI V I%. ��! LOT NOS. 73-76P 80-83v & 87-89 Date Cmp It'd WEST OF MONUMENT. � d�` 46804 Expires 6-30-03 � ELEVATION: 1128.410 (ADJ.9-13-82) N/A � cA��F R.C.E. No. R.C.E. No. 19744 Expires 9-30-05 CYPRESS POINT PHASE 9 Sheet 1 of 3 0 G.-\d-13212\212pgd 169.dgn PLOT DATE:20-JUN-2002 JN 13212 GOLJ� COURSE 80.9 E 82.0 f FG 53.06' _ 82.0 _. _ - 50.70' 81.3 52.14' 81� B2.0 50.08 FG 81,6Ui 81.3 - , FG � FG G 81.7 3 HP ' o FG a. FG - N HP 81. �' O Cm FL J O N - - J " 81.0 - - _ .�,.� - _ N 3 CA 81.0 1 80.5 X5.5' 1 ac / HP HP FL 1 ~ 80.6 80.8 80.8 1 81.3 81.5 1 5.51 9 is FL I FL 6. FL FL PE=1281.9 FL 5.5' w 5.0' FF=1282.6 87 5.2' 88 ! 89 fi.o IcR 86 i 5.5PE=1281,3 TPE=1281.3 PE=1282.0 PE=1280.4 i FF=1282.0 1 FF=1282.0 1 1 FF=1282.7 - FF=1281.1 3A , 2BR 1 3C , 0,5' DEEF FOOTING" 1 l i 0.5' DEEPEN i 1 FOOTING 1 80.9 �=1282.0 r GF=1281.9 1 FL GF=1281.3 GF=1281.3 0l FL 80.9 ' 80.7 1 80.2 1 1 0 l FL FL i 80.2 79.8 1 0 FL , FL FL 1 ca ; 1 1,2, O 1 - U_ NNJ Oi �? r - ` lei lNi l2i 1 U1 Ln (n lfy Cil t�D tD ' cy; �C" O Ln O 1 �l lL ` �O -4 i 0 � N CO CV \ Q1 dhL5.6 �•N M : 1� \ _n ~ �` / G �Ci \ ~ (~\! N 6 (11 N r � I m Fa I I Vmy _m -L=40-70' L= 82 •. •. ,- . .. • .. .•• .'• 75 TCS 3 •' •' 279. f Z L r - r0 �^ r+ C) Go Uis -C co RENNANT COURT ti1 I o 8 U I 112 I 0 rc)8 1%%_ * LAW r r. --5 �'• _ 79 5 TC � 1279.6 1279 T `}- - w � 12 6 + L T - y `n RIM E I - � J W � N '� 127.22 TC r c� I r 12 8.41 TC c� I •:. I • -mm- L= 934 I WI 20' L)) -3 . 2' 33.40' \ L- 8. =51.60' N LD Q, cy;r \ °' / cn 1 COJr- N 5.1 u- co1277.28 TC I a N o N T � , °� V.- U_ -� f I � i � 1 ' 80 FG 80.7 1 � 1277.55 TC copl- , 79.8 FL 2 8 � 80.1 L 0.4 EXIST 2:1 SLOPE 79.7 80.1 1 FL 5.6' , 80.7 FL 1 • m ao 1 1 FL i � � GF=1281.8 1 1 FL 81.7 FG / � o_ / °° � FL GF=1281.2 i 771 1 GF=1281.8 GF=1281.2 / L=39.97' 79.0 1 1 / 0.5' DEEPEN 80.6 1 I oo� FL 0.5' DEEPEN 1 1 FOOTING 1 I GF--1280.1 FOOTING i FL 79.0 pry 1 8� 81.3 80 6.0' 1 �g i FL 1 82 - FG 8 1 - PE=1281.2 1 p , 1 PE=1281.8 1 1 � P_=1281-8 \ •��, PE_1281.2 5.0FF=1281.9 i FF=1282.5 1 5.0 FF=128 . c FF=1281.9 1 2C 1 © 2 C � 81.0 3AR 81.3 1 82,3 FG \ 5.2' 1CR 5.5' 1 80.7 80.5 0 FL FL 81.1 83 PE=1280.1 i 80.7 1 FL FL 1 81.3 FL \ i FL FF=1280.8 ' 80.4 FL 1 1 1 3BR 1 FL 80.9 _ �� _ _ - - 81.5 . 79.4 - _ _HP �-: n� 81.5 HP 9 79.6 1 80.9 Cl! n� . - - � -- \ FL FL 1 '� HP 81 81.2 0 81.8 °'. HP 81� 54.46' \ \ W - _ _ _ _ -FG FG 54.11' FG 5fi.63 FG , 81.8 FG - FG \ 79.8 j 81.2 5 \ \ HP FG EXIST 2:1 SLOPE \ \ 80.1 . �1•ZO F \ G 2.V9' J \ \ 801 J I I J \\ FG JJJ J \ \ DIG ALEPT TM m CALL CAUTION: LD 02-079 GR BEFORE YOU DIG! EXACT LOCATION OF EXISTING SCALE: 1'= 20' RICK ]ENGINEERING COMPANY 1400-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN- CONTRACTOR TO P=9 1 1 San Diego Riverside o aw >homWx Tuamm Ca llat least 2 working days prior to excavating. VERIFY IN FIELD. 20 0 20 40 1223 University Are.,Ste.240•RirereW CA 92507-3418•(!08)782-0707•FAX (!09)752-0723•www.ric "mm CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: CESS/ Designed by Drawn by Checked by Drawing No. C RECOMMENDED BY: DATE: �'l BCH EHP EHP EMR CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal � �P s Prepared Under Supervision Of Contractor w No. 46804 � ACCEPTED BY: DATE: ZG o 1'=20' _ PRECISE GRADING PLANS SEE SHEET NO. 1 Exp.6-30-03 Date IrZ4 RONALD J. PARKS -r� Inspector EDWARD MIC L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N0. 28482-3 Vertical LOTS 80-83 & 87-89 Date Cmp lt'd N/A qTF 1W CA0R.C.E. No. 46804 Expires 6-30-03 19744 ares 9-30-05 1'"' Sheet of R.C.E. No. Exp CYPRESS POINT PHASE 9 2 3 0 G:\d-13212\212pgd 170.dgn PLOT DATE:20-JUN-2002 JN 13212 4.5' SIDEWALK 2.5� R/w 3.12, 6' 6'MIN. F.L. OF PIPE 1/2' B 6'MIN. • 20% �� ABOVE GUTTER FLOW LINE 1.0% MIN. m A\y'l�� /a\vA\"M A0 N%Ar. ,�A��vn� 3X6' ECCENTRIC L4 PVC B REDUCER WITH (CL 150)CORE DRILL 7AM IN. PVC AT 2/ CLEANOUT CURB AS REQ'D. CURB & GUTTER (SCHEDULE 40) 3Q THROUGH THE CURB DRAIN DETAIL 1 \ \ N.T.S. CD ado LL- 1 \ ` 4 .41 T 30MIN. PVC AT 2% '; � . . .- (SCHEDULE 40) 11 1 INSTALL POLYETHYLENE 1 w I I �v _ - C Y2' 2ER MIN. PLASTIC JOINT MATERIAL 1228.84 TC 1220.51 TC 'QUICK JOINT'OR EQUAL v • I rya -99.sO� ,I'E�3 59 TC P ,� �Z zs.7 p p p G3 ,Al o 9.37/ iM�D - - - a / - - - / � - Q o � nV .� - 3 �, >- ROYAL OAKS DRIVEmm - / •\• ` -� `� 3TC �; 4 o \ - - \3 AM ~� 228. 4 TC + - 1223.36 TC N;y ./AN 2'MIN. / 42.6 -T ` 91 fi' / FL o � �9 4 / A co �, �W L-_52.6 GF=1243.7 r , .ti ,���• N • 59.07' 1223.5 FG L Q, lei.. to I a In � SECTION B B N cd - o I 37.1 s, "� 0 w 32.2 a; "� 40 0 N.T.S. Ui FL I N �, �, N • N 1220.8 FG 42.5 37.5 L FL FL r , i � 6 r GF=1238.6 � 32.8 6. PE=1243.7 r HP 28.1 1220.3 FG / 43.2 FF=1244.4 r r 5 FL I FL 3B •8� r .� GF=1233.0 I / GF=1229.2 � 0.5' DEEPEN r r 7. I O h 42.9 FOOTING FL r 75 L) 28.1 I 43.4 rr v r PE=1238.6 32.5 TG 1 , r FF=1239.3 31.5 IE 74 FL 13. HP .�� r 2 C PE=1233.0 73 •- 441%% �/ 38.1 i FF=1233.7 32.7 PE=1229.2 i • FL r J i 32.8 1C HP FF=1229.9 i I CONSTRUCTION NOTES AND QUANTITIES 37.8 1 HP 3C j I r FL r�? 2 o i 28.7 28.5 I @THROUGH THE CURB DRAIN 1 EA Ir- 1 FL FL SEE DETAIL THIS SHEET cr w 32.4 TG 32.4 TG 2 o @ INSTALL 4'PVC a 1% MIN 193 LF 38.- 31 30.5 IE 28.9 .0 IE w I HP - 2 _��_ �� ° 1218.3 FG @INSTALL 3'PVC SCHEDULE 40 Q 2% MIN 10 LF 1 m - - - d - l 38 6 38.6 33.0 32.7 N 29.2 N 29.2 1217.8 FG 43.7 HP 33.0 FG FG LF 73.78 FG kFG 74.11' FG � 62.57 . 1 44.4 104.76' FG I 112 1219.4 FG - - _ _ _ - _ _ _ _ _ _ --- _ _ - _ _ _ ... _ _ _ _ _ _ _ �. _ _. _ _ w _ ._ _ �. _ - _ _ _ _ _ _ _ _ .W _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .� _ _ _ _ _ _ _ _ w � _ � - � - 1222.3 FG • 22�.i ~_ _ _ _ _ _ _ _ _ _ __1- - - FG ----------_----_- -------- - --- -�- - - - - _ _ _ _ _ _ _ _ _ _ _ _ 1234.6 FG _ _ _ _ 9 - FG 1240.2 FG ROYAL BIRKDALE DRIVE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T _ _ - _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ - _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ rt _ _ _ _ _ ��- - -------------_------_ _ - - - � 17 ig _ _ - �� I DIG ALEPT tY CALL CAUTION: LD 02-079 G BEFORE YOU DIG! EXACT LOCATION OF EXISTING SCALE: V = 20' RICK]ENGINEERING COMPANY 1400-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO20 0 20 40 Tm San Diego Riverside Orange Phoenix Tucson Ca llat least 2 working days prior to excavating. VERIFY IN FIELD. 1223 University Ave.,Ste.240•hirer i&,CA 92507-3415•(9M)782-0707•FAX (909)782-0723•�.ric km&c= CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: paoEESS/ Designed by Drawn by Checked by 10 Drawing No. ,CH EHP EHP EMR RECOMMENDED BY: DATE: z CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal Contractor 3p� Pb Prepared Under Supervision Of � � � w4 No. 46804 z _ � ACCEPTED BY: DATE: PRECISE GRADING PLANS SEE SHEET NO. 1 1'=20' Exp.6-30-03 Date RONALD J. PARKS Inspector Vertical EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N0. 28482-3 LOT NOS. 73-76 Date Cm It'd �qTF civ 1�Fo46804 6-30-03 CYPRESS POINT PHASE 9 � p N/A �` cA� R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 �'"'' Sheet 3 of 3N 0 G:\d-13212\212pgd 171.dgn PLOT DATE:20-JUN-2002 JN 13212