Loading...
HomeMy WebLinkAboutLot 14-17 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA GENERAL GRADING NOTES WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER PRECISE GRADING PLANS THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONEACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA 33, AS AMENDED BY ORDINANCE 93-04. _ PHASE STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION DF THE TRACT NOo 2852G LOTS 14 17 THE LEGEND STANDARD SPECIFICATIONS FOR PUBLIC WO C "S 8 RK CONSTRUCTION ( "GREEN 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1X• 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. f '�`--- � :r { { I { --� + �. J,.f �..-,,� •�` •�� • PRIVATE ENGINEER'S NOTE TO CONTRACTOR - Iv- ,,0 N RACTOR 3. MAXIMUM _ . r , r .- tt CUT AND FILL SLOPE 2.1 • , r r r � { � � .�°` -� � � � � 7f��07 1yd a 2371 15 r 40 r "r&M-�o .� •� { { •,•� % •, �" -'' ." �.' ALL CONTRACTORS % AND SUBCONTRACTORS PERFORMING WORK SHOWN ON 4. PROVIDE 5 IMIDE BY • r '% II �OUf� r DR 1 HIGH BERM OR EQUIVALENT ALONG THE TDP OF ALL .,�. { { { RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO FILL SLOPES OVER 5' HIGH. i r ..� ---+ -�'' �� + ` -- THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE -i' { { { �� �A �('� w` I � �"�� �� PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS I r r r r r r r �+• r J� +r! J y��J � No a ,337 1 _ SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT : i � � ' ..�'•� { { � � � �'+ �� •� REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY � ' r ---� -�'• -'' OF PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL f]�`�- -�•-�- { { I { , .�.''�• ` -•�'• CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION FILLS OVER 1 ' DEEP. { { �-�'� •1.-' SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE � t �� IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S f� / { { { { j �e� t -�- 43 WITH SAID REGULATIONS AND ORDERS. ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF 7fR-A C7 N O a 233-71 - 15 / •,,- • / ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR /// �L F-' n Uf �� { { { { // •; 4� �i��' CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO �/ { { { / �� COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR Q STORM FLOWS. JI / -� { { r �' CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND ALONG TOP OF CUT SLOPES. I �, { { 1 {� THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE JJ I SITE J 2 �ww OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER J 3 r { { I { Q�"O' LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE THAN ONE FOOT. J 2 / 4 � i ,; '� { �- � PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY RISING FROM THE SOLE NEGLIGENCE OF THE OWNER DR ENGINEER. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF J ; J ;J { 1 a J 9 2 2 J 2 _ THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED RA�N J3 { 14 15 16 17 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND JANUARY 30. 1998 AND AS GRADED REPORT OF FINE GRADING PROJECT #11960056-036 CHp~ r 1 { J UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY DATED JUNE30. 1999. TWO SETS OF THE FINAL COMPACTION A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER � ` � ��� � _ � r r~� � - � REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES � -- = � _� � NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT _ _ r SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION 1 {� - A SHOWN. THE LIF ORN _ CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS -{ ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR OF THE PRELIMINARY SOILS REPORT. EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 AFFECTING THIS WORK+ WHETHER OR NOT SHOWN HERON. AND FOR ANY HOURS N ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE DAMAGE OR PROTECTION TO THESE LINES. INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694--6411 LEGEND 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL TOP OF WALL .............._----------------_.......... ____.........._______.............____ TW SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE TOP OF FOOTING PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM ------------------------------------------------ TF EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODEScQ' TEMECULA TOP OF CURB ELEVATION------------------------------------------------------------------ TC SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. bac. �►�, WAY PAD ELEVATION ____--------------------------------------------------------------------------- 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS , FINISHED FLOOR ELEVATION ________________________ ------------------- FF BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS q CP MATERIAL. _ __ FINISHED GRADE ELEVATION .................................................. .... FG 13. IF STEEP SLOPING TERRAIN OCCURS UP H •' DN WHICH FILL IS TO BE PLACED. SITE �F s HIGHPOINT ------------------------------------------------------------------------------------ HP ~ TOP SLOPE TS THE TERRAIN MUST BE CLEARED. KEYED, AND BENCHED INTO FIRM NATURAL v ...................................... _ _____ _ __ _ SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A ° FLOW LINE FL REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. CALIFORNIA ------------- --------- .................................................... ��.■� -� 14- DURING ROUGH GRADING OPERATIONS AND PR I DR TO CONSTRUCTION OF TOP OF GRATE ELEVATION TG '�'7� PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD INDEX MAP �� GARAGE FINISH FLOOR ELEVATION GF BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT AMC EXISTING ELEVATION ..................................................................... (91,70) PROPERTIES. ��j FIRE HYDRANT LOCATION ________________________________________________________________ 1 "=200' 15 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. � o % STREET LIGHT o ........................................... . 0_� C1 TEMECLLA 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO W z z DIRECTION OF DRAINAGE FLOW ___________________ ................. FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES a w = N.T.S..T ___ ANDTEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT = W o RETAINING WALL (BY SEPARATE PERMIT) _______________________________ ADJOINING PROPERTIES DURING GRADING OPERATIONS. LOT o LINE W ~o VICINITY MAP APPROXIMATE LOCATION OF ELECTRIC METER __________________________________ ______ E❑ 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- acs 5' MIN. 3' MINT w �? SEWER LATERAL LOCATION ________________________________________________________________ s TENTHS ( 1 -5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ''"' ? aC ~w ENG I NEER I NG DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN z o " M w WATER LATERAL AND WATER METER LOCATION ....................................... D VERTICAL HEIGHT. o0 3' MIN. 1' 1Nr � oo ELECTRICAL TRANSFORMER ----------------------------------------------------------------- r 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING • 2�%• MAX• POWER LINE AND HANDHOLES _____________________________________________________________ H ❑ PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE Mrly- TELEPHONE SERVICE ......................................................................... ❑ ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN MAX` GRATE _------------- ------------------ ------------------------------------------------------ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE GRADED ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. GRADED 60MIN.� LOT FG. AIR VALVE_______________________________________________________________ 9. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA LOT FG. TELEVISION PLATFORM _____________________________________ICE _ -------------------------------- LANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. A SLOPES OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. BACKWATER VALVE ------------------........................................................ SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION NOT TO SCALE THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES• 20' ON _ CENTER; COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL GRADING TOLERANCE NOTE HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. . CHAPTER 1O.R. GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND OPTIONAL RETREAT 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT OPTIONAL ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BECONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. LESS THAN 1/4"' PER FOOT FOR A MINIMUM OF 3 FEET. 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 FG --------�- RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. � PERMITTED. R/W & BACK OF SIDEWALK 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 CONSTRUCTION/GRADING. -_��+--` PER PLAN NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR _-�-- 23- APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT REL I EVE1�WIN 11 1 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 THE FF=100.0 FF=100.0 FF=100.0 FF=100.0 CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. ,�/ :U z HP PE- PE=99.3 PE=99.3 PE=99.3 INDICATES PAD ELEV. N0. LOTS CY/LOT TOTALS UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY ""tib• PER PLAN -99.3 2 3 4 4 15 60 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. /1� �; 1 INDICATES BUILDING TYPE CURB ,t. ' 15' MIN r UNLESS OTHERWISE FS NOTED - PER PLAN 12.0%FS MAX ER PLAN = MIN 5 FG . -� � MIN3' MI . 1% MIN, I' PER PLAN FG DEEPENED FOOTING PER PLAN AS REQUIRED. U1 m 10'MIN (TYP) PL--\k L RIGHT OF WAY DIG ALERTQ - UTILITY SERVICE POINT qr(n TIM TYPICAL LOT GRADING DETAIL ^ EXIST CURB AND GUTTER [� L D OI�'=ko 4 GR CALL NOT TO SCALE �; EXIST. CURB AND GUTTER BEFORE LD 0 1-055 GR You DIG! BUILDING FOOTPRINTS 1400--227-2600 RICK ENGINEERING COMPANY UNDERGROUND SERVICE ALERT NOT TO SCALE Callat bast 2 working days prior to excavating. TM &m Map Ri mi& onmp Phoenft T com 1223 University Are.,Sim.240-Rivand e,CA 92507-3418-(909)782-0707•FAX (909)782-0723•www.rickmg.c= CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: FI: SI Designed by Drawn by Checked by SCALE AN Drawing No. I 4DOED DR,liAIIIII E 6Y67"I ro I1.IAr COUNTY OF RIVERSIDE B.M. T-29-81 EH EH EMR RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor GaT * 2-1�2' BRASS D I SK I N CONCRETE CYL I NDER, Horizontal �; �� ��% P b epared Under Supervision Of �F I V I N THE N.W. CORNER OF THE INTERSECT ION W No.46804 z (�^ . : a/ u ACCEPTED BY. DATE: S OF RANCHO CALIFORNIA RD. WITH MARGARITA 1'=200' Exp 6-30-03 RD. I.0' EAST OF A 7.0' C.L. FENCE, 40' NORTH Date Q� RONALD J PARKS PRECISE GRADING PLANS z/ Inspector OF P.P. (No NUMBER), 94' NORTH OF THE CENTER � � D W J. PARKS OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical EDWARD MICH RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 28526 LOTS 14- 17 Date Cm It'd W I TNESS POST I.0' WEST OF MONUMENT. 7jr CI ��.Et��r 46804 6-30-03 9 p N/A �' �,�� R.C.E. No. Expires ,�, THE LEGENDS PHASE S ELEVAT I oN� I 128.410 (ADJ. 9-I�-a2) R.C.E. No. 19744 Expires 9-30-01 • Sheet 1 of gi\d-13212\212pgd 144.dgn PLOT DATE:27-APR-2001 JN 13212 -- 7 N eel- N 1 _-� ) EXISTING GOLF COURSE� 77, / 4 .7 TG / - *11c.16 46. TG 8.7 . .............................................................. ................ ............................................................................................................ ; r ) 4446 - - - - - - - - - - - - -..._ - - ..._ - - - - - - - - - - - - - - � �� 49.948.6 9.71' .8 'IS 47.89' 47.50' I ) F6#P �p pG 48.7 49.1 9.5 49.5 49.9 1� _ FG FG o 49.1 F � FG FL 49.6 \ I I ) 47 m � _ 48.8 FG Go, L49m2' v `- T 48.4 HP '�' HP 6.3' ".-ITG 47.61 ' HP - - - - - - - � I � 4-1.6 1E , � � HP I ) '`4e•a % F5 PA no=���9 0 5.5' 5 It � � ,2' --, 47.5 1 i r-- 2. 48.8 i I i 48.9 FL 1 1 I 30' EDISON *4�.9 tG 48.4 FL ` I EASEMENT 48.4 4982 F r I ) 41.2 IE 48.0 48.0 FL FL 5 FL I _ FL FL 1 1 1 I .2' 18 PAR EL F 14 15 Ira . 1 17 _ �I o 48.(#T*&* PE=1148.5 PE=1148.7 PE=1149.1 1 rn, PE-1149.5 ' 1 PE=1149.9 LLJI q`,S 1E FF=1149.2 5.5' r FF=1149.4 1 FF=1149.8 i �i FF=1150.2 FF=1150.6 LLA � 2B� � � 36R �� 3C I Q I 4 .7 NP 49.1 TG 5.5' 4BR i 1A �- I 7.0 IE � � 5.0, I II ♦ - 47.5 - 0� 48.8 ` � I Op� SRA CE 48.E r&* 7 rG I FL 47.9 1 FL I � ) 4G.G I E FL I 47.0 1� � z rl ) GF=1148.5 i r 1 w , - I 1 � 11' GF=1148.7 i GF=1149.1 i o? i i GF I 47.4 , :d i ;; _ © GF=1149.5 C = 4 I ) 48.0 rG 1 i 47.7 '�=- o 0 48.1 F Li I 4&4 19 FL FL 48.3 FL FL \ \ I - cn � u- Y O O ti .Li u„ t/) ,� � _ t� I • y O N ui LO r cD p� N li Li /(3 ` � 1 aD ly O I \ N O r►) qr CT) --& N �! I N ir � r � r � r- U2 � E= '� � =49.86' - c i =• 1145.69 I \ - RIM EL I \ G, �E G I \ � I �• >- 1147.15 , � 0 1146.12 TC © 1 46.47 TC � ' ►n - rr 3 117 � _ ) . o , co . c TC I _ \ � S �-� °D °° � '�' - �1rn co -+- W 40 146.80 TC � '� � - r coJ 19 V18 co � S-T-AL-4RE-j %.F1 %& TE r- ...._ L 1 I � � I � � 107 CL RANCHO CALIFORNIA ROAD - L 10 I I 109 ' V A1071E T4 EL E✓A rioAI A JEff /N COMCICG r67 JIVE siftPS DIG ALERT CAM CAUTION: Q LD 01-1,64 Co)i BEFORE LD 01-055 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 20 0 20 40 %m New Rivmiae Ormp Ph� Tucan Call bast 2 working days prior to excavating. VERIFY IN FIELD. 1223 University Ave.,Ste.240•Riwenide,CA 92507-3418•('09)782-0707•FAX (909)782-0723•www.ric3ceI CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: VOESS� Designed by Drawn by Checked by Drawing No. SCALE 9 11 zl-oi 13,6c. ADDED DRQ I)VACS sY5reM 7-4) /1,13.0 1 %C EH EH EMR RECOMMENDED BY: DATE: �/ M � CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS D W No. -o Contractor nor *14 Horizontal � • Plons< repared Under Supervision Of 9 �►./ � S ACCEPTED BY: � � DATE. V- ��Inspector SEE SHEET N0. 1 Exp.6-30-03 pate 41-IZZA2 RONALD J. PARKS PRECISE GRADING PLANS Vertica 1 - EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ TRACT NO, 28526 LOT NOS. 14- 17 Date Cmp It'd �'� �V 1�FdQ` 4fi804 6-30-03 THE LEGENDS PHASE 8 � CrACAL\ R.C.E. No. Expires 19744 Expires 9-30-01 ""' Sheet 2 of 2 R.C.E. No. A g:\d-13212\212PGD 145.dgn PLOT DATE:27-APR-2001 A 13212