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HomeMy WebLinkAboutPrecise Grading GRADING NOTES PLOT PLAN & PRECISE GRADING PLAN 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CITY OF T CHAPTER 70, AS AMENDED BY ORDINANCE 457. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. TRACT DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. AND INFORMATION 3. MAXIMUM CUT AND FILL SLOPE - 2: 1 . 4. PROVIDE 5' WIDE BY 1 ' HIGHBERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. PAVING NOTEt LEGEND 5. ALL GRADING SHALL BE DOPE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN 1 . MINIMUM PARKING LOT GRADEE SHALL BE ONE PERCENT. PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT SQ v / T.B. TOP OF A.C. BERM FOR ALL FILLS OVER 1 ' DEEP. 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.35 PERCENT. 9 , / A� F.G. FINISH GRADE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF 3. AN APPROVED SOIL STERILI MR SHALL BE USED ON ALL SUBGRADE TEMECULA'S PUBLIC WORKS DEPARTMENT WRITTEN CERTIFICATION OF SURFACES PRIOR TO PLACEMENT OF PAVING. NSG F.S. FINISH SURFACE COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED ��` GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. 4. ASPHALTIC EMULSION (FOG ) SHALL BE APPLIED NOT LESS THAN i 1� \ CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION FOURTEEN (14) DAYS FOLL ING PLACEMENT OF THE ASPHALT SURFACING 1 F.F. FINISH FLOOR ELEVATION OF CUT/FILL SLOPES. AND SHALL BE APPLIED AT RATE OF 0.05 GALLONS PER SQUARE YARD. w w ASPHALT EMULSION SHALL ORM TO SECTIONS 37, 39 AND 94 OF THE , / � / � � ` ` � „�`� PROPOSED SPOT ELEVATION 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100-YEAR Q STORM STATE STANDARD SPECIFICATIONS. FLOWS, ALONG TOP OF CUT SLOPES. 5 THE SUBDIVIDER P DIRECTION OF DRAINAGE 8. F I NAL COMPACTION REPORT WILL BE REQU I RED FOR ALL F I LLS GREATER TEMECULA PUBLIC C WORKS RTMENT FORANYENCROACHMENT PERM IT / \TO THE CITY OF \ S P AQRE� ---THAN OPE FOOT. FOR ALL WORK WITHIN THE "ITY RIGHT-OF-WAY. \ �=C/ �--_ - 2:1 SLOPE (UNLESS OTHERWISE SHOWN) 1 \ 9. ALL GRADING SHALL BE DOPE IN CONFORMANCE WITH RECOMMENDATIONS 6. TWO SPECIAL INSPECTIONS kRE REQUIRED BY THE PUBLIC WORKS �'� EXISTING CONTOUR LINE OF THE PRELIMINARY SOILS REPORT BY GEOSOILS, INC. , DEPARTMENT: ONE INSPECTION AT THE TIME THE BASE IS PLACED DATED OCTOBER 17, 1989. TWO SETS OF THE F I NAL AND THE SECOND WHEN THE k.C. HAS BEEN PLACED. ` \ COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING t n 1' \ (1a.3 s) EXISTING SPOT ELEVATION DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN 7. THE CONTRACTOR SHALL BE SPONSIBLE FOR THE CLEARING OF THE RECOMMENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DOPE PROPOSED WORK AREA, AND RELOCAT I ON AND COST OF ALL EX I ST I NG /, i ,. PROPOSED WOODEN FENCE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY UTILITIES. THE CITY BE INFORMED 48 HOURS PRIOR TO O SOILS REPORT. BEGINNING OF CONSTRUCT I AT (714) 694-6411 . VIA \V, ' �► ` DAYLIGHT UNE 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND PERCENT COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR AND THE PLACEMENT OF ASPHALT PAVING. 1 N TO BUILDING PERMIT FINAL INSPECTION. PHONE: (714) 694-6411 N �� 1 O 11 . CUT SLOPES EQUAL TO OR BEATER THAN 5' IN VERTICAL HEIGHT AND v,O FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT - SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE . SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH IV ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 1 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 1 ESTIMATE OF EARTHWORK BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. 1 FILL: 460 C.Y. 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL 1 CUT: 50 C.Y. SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 1 IMPORT: 410 C.Y. 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. INDEX M 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. SCALE: 1" = 100' � 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 17. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELE1/AT I ONS ARE REQUIRED, THE DEVELOPER LEGAL DESCRIPTION ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THERANCHOA PORTION OF PARCELS 1 AND 2 OF PARCEL MAP NO. 18993, RECORDED ACTUAL D I STANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. PRESLEY OF SAN DIEGO COUNTY, CALIFORNIA.IN BOOK 134, PAGES 13 THROUGH 18 OF PARCEL MAPS, IN R I VERS I DE 18. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 15090 AVENUE OF SCIENCE ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERT I CAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE SUITE 201 ENGINEER 'S NOTE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SAN DIEGO, CA. 92128 CONTRACTOR AGREES THAT HE SHALL ASSURE SOLE AND COMPLETE SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON (ENTERS; COMB I NAT I ONS, 15' ON CENTERS. SLOPES OVER 4' IN VERT I CAL HEIGHT 619/451 -6300 RESPONSIBILITY FOR JOB SITE COPD I T I ONS DURING THE COURSE OF SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION CONSTRUCTION OF SEC DEVICES PER U.P.C. , CHAPTER 10.r . PROPERTY; THAT THIS REQUIREMENT SHALLLINAPPL CONTINUOUSLY ONTIPERSONS T NUOUSLALL AND NO BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL 19. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT SOILS E ��' INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM NOT LESS THAN 1/4w PER FOOT FOR A MINIMUM OF 3 FEET. �J► �O ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY 20. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE C" PERMITTED. ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 21 . ALL PROPERTY CORNERS SHALL BE CLEARLY DEL I NEATEO I N THE FIELD SITE GEO-SOILS, INC. THE EXISTENCE AND LOCATION of ANY UNDERGROUND UTILITIES OR PRIOR TO COMMENCEMENT of ANY CONSTRUCT I ON/GRADING. 5741 PALMER WAY STRUCTURES SHOWN ON THESE PLANS ARE OBTA 1 NED BY A D I L I GENT SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL S�v CARLSBAD, CA. 92008 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER 22. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT STA _ 79 619/438-3155 L I NES OR STRUCTURES NOT OWN ON THESE PLANS AND IS RE�SPONS I BLE FOR RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW C AND APPROVAL. �N SOURCE OF TOPO: BENCHMARK DESCRIPTION, ELEVATION: 1052.514 DATE: 9-13-82 Underground Service Alert WOLF VALLEY R I VERS I DE COUNTY DES I GNAT I ON: T-2-81 STAMPED ON 2 k 1/2- BRASS DI SK LOOP SAN LO AERIAL SURVEYS IN CONCRETE CYLINDER. 3.4 M I LES SOUTHWESTERN ON HWY. 79 FROM THE INTERSECTION OF MAIN STREET AND FRONT STREET IN TEMECULA. AT Call- TOLL FREE 4875 VI E WR I D GE AVENUE SOUTHWEST CORNER OF THE INTERSECTION ON HWY. 79 AND MARGARITA ROAD. C I NITY MAP SAN DI EGO CA. 92123-186 7 109' SOUTH OF THE STREET CENTER LINE OF HWY. 79 AT THE NORTHEAST 1_800 ► FENCE CORNER OF 6' CHAIN LINK FENCE AROUND WELL SITE. 9' SOUTH AND 42 -SOO No SCALE 619/565-1024 2' EAST OF NORTHEAST FENCE CORNER. TWO WORKMG DAYS BEFORE YOU DIG RECOMMENDED FOR SEAL CITY SEAI,�" �,`, APPROVED BY DATE - (;R0�3BY Engineers • Planners • Surveyors TRACT N0. 23267 SHEET NO. APPROVAL < <` '' MEAD5650 El Camino Real, suite 200 CITY OF TEMECULA DOUGLAS M. S AR , DEPUTY CITY ENGINEER, CITY OF nVECULA 1 rnW T R.C.E. NO. 37254 EXP. DATE 6-30-92 B E N T O N Carlsbad, California 92008 TITLE SHEET Go cc Na 30958 & ALSBOUXATZ8 (619) 438 - 1210 INFORMATION CENTER F 2 sHTs DATE Exp. 3-3 i-92 PREPARED UNDER ?NE 511 VISI OF: DATE LZ.��-4! fie private engineer signing these plans is responsible for assuHng the accuracy . # PRECISE GRADING PLAN FILE NO. v and acceptability of the deeign hereon. In the event of discrepancies ar►sing oft DATE BY MARK APPR. DATE CHECKED BY J. ``, SCALE " _ BENCHMARK T - 2 - 81 ELEV_ = 1052.514 o city approval or abrtng construction, the private engineer shall be reeponsPo/s l'� CIVIL XANDER W. URQUHART 1 20 for determhh g an acceptable solution and revising the plans for approval by ENGINEER REVISIONS CITY t f �� FOR W.O. the c/t)c DESIGNED BY DRAWN BY CHE ED BY DATE OF EAL1E R.C.E. No. 30958 EXP DATE 3-31-92 JDATE OVINF'OTS.DWG . v / / O / S � ' / / / \ �0 3� hM'>' 65 45 — 45 �0 p, ,f e.......... G\ANN ' / / 'Ss�a'I,S �i , 4 S - \ 3 —6o.95 46-00 o 00r 13 Lo p• 6• + / - / + \ + tk + Al CID 3'1 E eye (1041.7) 2 sr ~ (1041.5) - IF Z + �� G (10a2) \ 1045.0) �' 43.45 ,/- � 0-01- t•* r ��(1 e ,� � �, 42 + oma. 1 'f` ` 172.34' �+ VOL VL , ,� 43.81 H `��, �,°�'�` �� A q- LP' l f 1 ��a 10 3 30 \ LA N S 4 ' ` Ar \ O 10 ( 1045.0) I M (1040.9) 0 2 2 ?. 4'eJ \ cl (1041.4) 0 8 s \ , S ZO F 6 o 90, � -7 � MSN• o�� ,�*�o�•' e� \ � k 2 t TC& 41.65 s � 201\ � _� ��. s26 �SSo No. ( 1044.5) \ /A + (1 40.9) C 1Y R,V CO \ (11 \ 0 41.3 SCALE: 1 e=20' 1 �,RB N =-v ®� + <<' N ��'y V \ �+ tea, Fh (1041.5)y� + (1040.5) �. 109 ,f ^ .• -� 00 ` N O' l 1044.5 O S � ' •,s ,rep + S \ 0 20 40 60 so CURVE DATA COURSE DATA COURSE DATA CONSTRUCTION NOTES QA 0 = 16.311'03" R = 27.00' L = 7.78' © N 60'58'00" E 12.27' QK N 73.23'17" E 15.50' 1 CONSTRUCT 3" A.C. OVER COMPACTED NATIVE BASE © 0 — 2816'20' R — 53.00' L = 26.77' QE N 16.36'43" W 111.50' © N 16'36'43" W 10.00' Q2 CONSTRUCT 6" P.C.C. CURB Underground 8erYICe Alert QD 0 = 102 5'17" R = 18.00' L = 32.18' QF N 73'23'17" E 12.00' QM N 16'36'43" W 80.00' O3 CONSTRUCT 3'x3' ROCK VELOCITY DISSIPATOR QH 0 = 90' 0'00" R — 2.50' L = 4.91' © N 16'36'43" W 5.00' QN N 7323'17" E 19.09' USE 5 LB. AVERAGE ROCK WEIGHT Call' TOLL FREE Q A = 66' 0'34" R — 2.50' L = 2.92' Q N 73'23'17" E 27.50' Q N 67'53'56" E 20.75' © A = 72'1 '55" R — 42.00' L — 53.02' 0 N 1636'43" W 24.00' 1-SOO ® 0 = 2210'24" 1 R — 27.00' L — 10.37' 422-4133 QS 0 = 16' '03" R — 53.00' L = 15.28' TWO WORK NO DAY6 BEFORE YOU DIG RECOMMENDED FOR SEAL CITY =- -- - - - �,� A OVED Y DATE R08BY %,Engineers Planners Surveyors TRACT NO. 23267 S"EE, "°. \ APPROVAL QRpf ES�/ ��o�oL� URpG �yMEAD 5650 El Camino Real Suite 200 CITY OF TEMECULA \ CGUS M. ART, D N , aTY OF TE11EcULA 2 R.C.E. NO. 37254 M. DATE 6-30-92 BENTON Carlsbad, California 92008 INFORMATION CENTER °C IM13095$ OF 2 SHTS. a 3-31-92 PRECISE GRADING PLAN PREPARED su VISI OF- DATE n-2a�1 & eeBocieT�e (Bis) 438 — 1210 DATE Ex Me privets engineer signing the" pions is r•�ponslb/e /or assuring the acc�urocy FILE N0. and acceptability or the design hereon. /n the event or dlscnponc/es arising ort DATE BY MARK APPR. DATE CHECKED BY # ! SCALE " ' BENCHMARK T — 2 — 81 ELEV. = 1052-514 city approval or &ring construction, the prtvete engineer shall be reepons/b/e f CIVIL \ ALEXANDER WURHART 1 = 20 for derem►lniny an occ-F table solution and nrlslhg the pions for oppromi by ENGINEER REVISIONS CITY DATE �lE 0f CA 1��� W. DATE SEE DESCRIPTION. SHEET 1 thFOR .0. FOR Me city. DESIGNED BY DRAWN BY CHECKED BY R.C.E. NO. 309se EXP. DATE 3-31-92 OVINFOPL..DWG