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HomeMy WebLinkAbout1.7-7161 Ph 2 & 5 6223 Ph 7GRADING NOTES OE OVER -EXCAVATION 1. ALL GRADING SHALL CONFORM TO THE CITY OFBAKERSFIELD ORDINANCES AND STANDARDS PERTAINING 7HERE70 (APPENDIX J CBC 2007) AND SHALL BE SUPERVISED AS WGINEERED GRADING IN ACCORDANCE WITH CITY OF BAKERSFIELD OR YNANCES. EXISTING GROUND CONTOUR 2. THE DESIGN ENC NEER SHALL EXERCISE SUFFlC/ ENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANC WITH THE PLANS, SPECIFICATIONS O CODE WITHIN HIS PURVIEW. CL 3 THE SOIL ENGIN ER, DESIGN ENGINEER, AND B LDlNG OFFICIAL SHALL BE NOTIFIED 24 HOL IRS PRIOR 70 PLACING ANY MA TER/AL 4. CONTRACTOR A 6 REES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY OR JOB 517E COND177ONS DURING THE COURSE OF CONSTRUC7100V THIS PROJECT. INCLUDING TY OF ALL PERSONS AND PROPERTY, THA 7H/S REQUIREMENTSi/ALL AP LY CONTINUOUSLY AND NOT 8E LIM17ED TO NOR AL WORKING HOURS; AND 7HA THE CON7RACTOR SHALL DEFEND, INDEVIN AND HOLD 7HE OWNER, AR /TECT, AND THE ENGINEER HARMLESS FROM ANY LIABILITY, REAL OR ALL£ D, N CONAIEC710N WIIH THE PERFORMANCE MAW ON THIS PRO.ECT, EX 7TNG FOR LIABILITY ARISING FROM 7HE SOLE NEGUGENCLE OF THE OWNER, ARCHITECT OR THE ENGINEER. 5 THE GRADING CONTRACTOR SHALL CONTACT AL. COMPANIES WITH UNDERGROUND FAClU77ES PRIOR TO BEGINNING CONST7RUCIIOV 4ND VERIFY THE LOCATION AND DEPTH OF ALL DERGIROUND FACILITIES, INCLU TNG 7ELEPHONE, ELECTRIC, WA IV?. SEWER, LAND GAS LINES. THE ENGI EER ASSUMES NO RESPONSIBILITY OR BURIED LINES NOT NDlCA D ON 7HE PLAN OR FOR INFORMATION AB ANED FROM OU7SlDE SOURCE . (USA 1-800-227-2600) 6. THE GRADING C TRACTOR SHALL BE RESPON BLE FOR GRADING ALL AREAS TO t OR - 0.10 FOOT. IF AN AREA 9 fOULD BE FOUND TO BE MORE THAN D 10 FOOT OUT OF LEVEL AFTER COMPAC 7NG AND ACCEPTANCE OF GRADING 77HE C TRACTOR SHALL RETURN ANL CORRECT THE GRADING AT NO COST TO THE 0 ER m w somm"m "e m o •. m ■.r. Z THE GRADING CC TRACTOR SHALL WATER AS REQUIRED DURING 774E GRADING OPERA77ONS TO REVENT THE OCCURRENCE OF A DUST NUISANCE AND SHALL PROTECT CURBS AND OTHER OBJECTS WHICH ARE 70 REMAIN. 8. EXCAVA77ON - i XCAVA7701V SHALL CONSIST OF ALL EXCAVA77ON INWX VED IN GRADING THE PR XIECT AS SHOWN ON THE P S, EXCEPT ANY EXCAVAI7ON SEPARATELY D GNATED AND PAID FOR AS A RA TE ITEM. 9. EMBANKMENTS EMBANKMENT CONSIRUCTTOV ALL CONSIST OF CONS7RUC77NG LOT EMBANKMENTS, INCLUDING THE PREPARA77 OF AREAS FOR WHICH THEY ARE TO BE PLA THE CONSTRUC770N OF D! S WI7HlN OR OUTSIDE THE (IDU CONSTRUCTION EA, THE PLACING AND COMAA TING OF APPROVED MA7ERJAL W1774I1N THE CON 7RUC71ON AREA WHERE UNSUI LE MATERIAL HAS BEEN REMOVED, AND E PLACING AND COMPACTING EMBANKMENT MA7ERIAL IN HOLES, FOR THE CONSTRUC710N EMBANKMENTS, PREPARING SUB -GRAD AT THE GRADING PLANE, CONFORMING TO THE GRADE DOING NECESSARY PLOWING OR /NG, IMPORTING OR BORROW, PLACING AND COMPACTING MA7F-R/AL TO TH LINE AND GRADES SHO ION ON THE PLANS AND AS DIRECTED BY 774E ENGINE£ SHALL BE CONSIDERED AS INCLUDED N THE CONTRACT PRICE PAID PER CUBIC YARD FOR EXCAVA770N, AND NO ADD1770JVAL COMPENSATION WILL BE ALLOWEL FOR SUCH WORK. 10. 774E WORK ETM ACEO HEREIN SHALL BE IN A DANCE WITH 174E STANDARD SPEaRCA77ONS THE STA 7E• OF CAUFORN/A EPARIMENT OF TRANSPORTATION DATED MAY 2 INSOFAR AS THE SAME MAY PPLY N ACCORDANCE WITH THE N07ES HEREON. N CASE OF CONFLICT WIIH E STANDARD SPECIFICATIONS AND ANY N07ES HEREON, THE /NOTES HEREON SH TAKE PRECEDENCE OVER AND 8E USED IN UE OF SUCH CONFUC7ING POR77 S SAID SPECIFlCA770NS SHALL APPLY BUT NOT BE LIMITED TO THE FOLLOWING. A) ALL CONCRETE SHALL BE CLASS "B" AS IN ACCORDANCE WITH SEC71ON 90 AND SHALL HA Vf AT LEAST 2500 PSI COMPRES Sf VE S7RENGTH AT 28 DAYS B) ASPHAL77C CONCRETE SHALL BE TYPE 161, MEDIUM GRADED, 1/2" MAXIMUM AGGREGATE; AND IN77MAIELY MIXED WITH 5-7% ASPHALT MEETING THE SJVUAPCD RULE 4641 REQU REMENTS FOR CUTBACK, SLOW CURE, AND EMULSIFIED ASPHALT PAVING. 11. IN 7HE EVENT ^ONSTRUCHON STAKING B -A D ON MdNTOSH & ASSOCIATES' PLANS, DRAWINGS, OR 07HER DOCUMENTS l PERFORMED BY ANO7HE`R FIRM, MCINTOSH & AS 3OaA TES SHALL BE HELD H MLESS AND RELEASED FROM ALL LIABILITY ARIS11Y G FROM 7HE USE OF SAID P ANS, DRAWINGS, OR OTHER DOCUMENTS 12. McINTOSH & A SOCIA7ES SHALL NOT BE Rl SPONSIBLE OR LIABLE FOR UNAU7HORlZED CHANGES T0, OR USES OF. ESE PLANS ALL CHANGES TO THESE PLANS ST BE APPROVED, IN WR171 G, BY MdN7OSH & ASSOCIA7FS. 13- ALL GRADING ALL CONFORM TO THE REC MMENDA770NS CONTAINED IN, AND MADE A PART EREOF, THE PREUM/NARY S LS REPORTS PREPARED BY SOILS ENGINEERING, l C., JOB NOS. 02-9968 & 0 9969 DATED J/LY 18, 2002, AND ALL ADDENDUM THERETO. IN CASE OFA CONFLICT BETWEEN THE PLANS AND SPECIF7CA7101VS,; THE MORE STRINGENT REQUiREMENTS WILL TAKE PRECEDENCE. 14. UPON COMPLETfON OF GRADING AND BEFORE THE START OF C0NS77?UC770N, A FINAL SOILS REPOT SHALL BE PREPARED BY E SOIL ENGINEER 15. THE SOIL ENGINEER SHALL REVIEW ALL EXC VA7701VS PRIOR TO BACKFILLING AND SHALL BE N077RED OF ANY 17EM ENCD INTERED DURING 7HE GRADING OPERA7101VS THA T MIGHT AFFECT FOUNDA 710 V STABILITY SO RECOMMENDA7701VS CAN BE MADE BY 7HE SOIL ENGINEER. 16. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2.f. 17- ALL SLOPES GREATER THAN THREE FEET IN VER77CAL HEIGHT SHALL BE, PREPARED AND MAINTAINED 70 PREVENT EROSION. 18. IMPORTED FILL MATERIAL SHOULD CONSIST ESSENTIALLY GRANULAR, SILTY SANDS WITH LO EXPANSION POTENTIAL AN FREE OF GRASSES, WEEDS, ROCKS LARGER THAN SIX INCHES IN DIAME DEBRIS, AND SOLUBLE SULFATE'S IN E CESS OF 1000 PARTS PER LOON. IMPORTED FILL SHOULD CONTAIN SUFE/ ENT SILT AND CLAY BI DER TO RENDER THEM STABLE IN FOOTING TRENC ES AND CAPABLE OF MAINT IN/NG SPECIFIED ELEVA7101V TOLERANCES D WNG PAVING OPERA71ONS, IMPORTED SOILS SHOULD FOLLOWING ALSO MMU ) AX PASSING 200 SIEVE ........ 50...................... B) MAXIMUM (QUID LIMIT ......................... .....................40 C) MAXIMUM ILAS77CITY INDEX.......................................14 D) MINIMUM-VALUE......................................................50 E) MAXIMUM EXPANSION INDEX (PER 1997 UBC . STANDARD 18-2). ........... 20 PSF 19. CLEARING AND GRUBBING - REMOVE ALL D R/S, SUCH AS METAL, TRASH, BROKEN CONCR TE, VEGETATION, OTHER Bl DABLE SUBSTANCES, AND UNSUITABLE S FROM AREAS TO BE GR D. UNSUITABLE SOIL IS SOIL THAT, IN THE OPINION OF THE BUILDING OFFICIAL, OIL ENGINEER, OR CIVIL ENGINEER, IS NOT COWPETPVT TO SUPPORT OTHER S[1/ OR STRUCTURES, OR TO SA77SFACTMLY PERFORM ANY OTHER FUNC ONS FOR WHICH THE SOIL IS INTENDED 20. AREAS TO RE E/VE FILL (EXCEPT BUILDING PADS) SHAM BE SCARIFIED SIX INCHES, BRGIUGHT TO NEAR OP77MUM MCIS7URE, AND UNIFORMLY COMPACTED TO AT LEAST 90% OF THE MAXII IUM DENSITY PER ASTM D1557-78, UNLESS OTHERWISE NOTED. 21. ENGINEERED F L SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHT INCHES IN UNC PAC7ED THICKNESS BROUGHT 70 NEAR THE OP77MUM MOISTURE CON NT OR 70 A MOISTURE CON T COMMENSURATE WITH EFFEC77VE COMI ACTION AND SOIL STABILITY, AND COMPACTED TO 90% OF 774E MAXIMUM DENSI PER AS7M D1557-07, UNLESS SPECIFIED 07HERN9SE. 22, QUAN7177ES F EARTHWORK EXCAVA7101V 4ND OVER EXCAVA77OVN -U. EMBANKMEN - YD. U. YD (SEE NOTE 44) IMPORT - U. YD. QUANTITIES ARE FOR GRADING PERMIT ONLY. 7HE ENGINEER MAKES NO WARRANTY OF I HE AN77CIPATED SHRINKAGE ACTOR. IN CASE OF EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT THE ENGINEER SO THAT ADJUSTMENTS A AY BE MADE. THE CONTRA CTOR SHALL NOT USE THESE QUAN7777ES TO 3ASE HIS BID ON. 23. BUILDING PAD PREPARA77ON - SUBSEQUE T TO STRIPPING, IN FILL AREAS, THE UPPER 12 wCHES OF MATERIAL BELOW IHE EXISTING GRADE SHALL BE 0 VEREXCA VA W - AREAS IN CUT SHALL BE V£REXCAVA7ED TO 12" BELOW 7HE FINISHED PAD GRADE. AFTER REVIEW 8 THE SOILS ENGINEER THE TOP 12 INCHES OF 7HE MATERIAL EXPOSED AT THE OTTOM OF 7HE EXCAVA7701V SHALL BE SCA FLED, MOISTURE COND177ONED AND COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY PER ASTM 01552 BUILDING PADS SHALL THEN BE BROUGHT TO FINISHED GRA E IN ACCORDANCE Wl774 ITEM 21 ABOVE 24. PAVEMENT RA77ON - GROUND SURFACES SHOULD BE SCARIFIED TWELVE INCHES BELOW WE GRADING PLANE IN CUT AREAS OR TWELVE INCHES BELOW EXIS77NG GRADE IN AREAS TO RECEIVE FILL. COMPAC710N IN PROPOSED PAVEMENT ARE S SHOULD BE A MINIMUM 90% OF THE MAXIMUM DRY DENSITY AS OB AINED BY ASTM D1557-07, 4ND SHOULD EXTEND TO A MINIMUM DISTA CI= OF TIW FEET BEYOND ThE OUTSIDE EDGES OF PAVEMENTS 25.AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR EXCAVATION FIVE (5) FEET OR DEEPER. 26.SUFFlCIENT ACCESS 70 THE EXISTING AND ABANDONED WELLS SHALL BE MAINTAINED IN ORDER FOR THE DIWWOW OF GAS AILS AND GEOTHERMAL RESOURCE'S (DIVISION) TO INVESTIGATE THE CONDITION OF THE HELL HEADS AND CHECK FOR LEAKAGE IF ANY R£ABANDONMENTS ARE REQUIRED, THE DIVISION SHALL FURNISH THE NECESSARY S'ECIFICA77ONS TO THE PROPERTY OWNER. 2ZAT THE IN177AL CONSTRUCTION MEETING PRIOR TO GRADING ACTIVITIES ALL CONSTRUCTION WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF VALLEY FEVER. 2& ALL CONSTRUC71004 EQUIPMENT SHALL BE TUNED AND MAINTAINED IN ACCORDANCE WIN THE MANUFACTURE'S SPECIFICATIONS THE WORK CREWS SHALL SHUT OFF CONSTRUCIION EQUIPMENT WHEN NOT IN USE. 29. MONITORING DURING CONSTRUC770N AC77VI77ES IS NOT RECOMMENDED AT CA-KER-3964 CA-KER-3967, CA-KER-3968, CA-KER-3969. IF HOWEVER, UNRECORDED CULTURAL REMAINS ARE LINEAR774E0 DURING CONSTRUCTION, W WK SHALL HALT IN THE AREA UNTIL A QUALIFIED ARCHAEOLOGIST CAN ASSESS THE FINDS. 30. IF ARCHAEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED DURING EXCAVA77ON AND GRADING AC7IVITES ON 7HE PROJECT 517E, THE CONTRACTOR/DEVELOPER SHALL STOP ALL NOORK AND SHALL RETAIN A QUALIFIED ARCHAEOLOGIST TO EVALUA7F THE S10WRCANCE OF THE FIND AND APPROPRIATE COURSE OF AC770M SALVAGE OPERA77ON REQUIREMENTS IN APPENDIX K OF THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) GUIDELINES SHALL BE FOLLOWED AND THE TREATMENT OF DISCOVERED NA77VE AMERICAN REMAINS SHALL COMPLY WITH STATE CODE REGULA7IOVS OF THE NA77VE AMERICAN HERITAGE COMMISSION. 31. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY 77ME ON ANY POR77ON OF THE PROJECT SITE, WORK SHALL HALT AND mE KERN COUNTY CORONER SHALL BE NOTIFIED IMMEDIA7ELY (SECTION 7050.5 OF THE HEALTH AND SAFETY CODE). IN THE ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A QUALIFIED ARCHAEOLOGIST AND THE LOCAL NA77VE AMERICAN COMMUNITY, SHALL BE NOTIFIED. 32. PRIOR 70 ISSUANCE OF BUILDING PERMITS, ALL CIL CONTAMINATED SOIL SHALL BE REMEDIA7E-D TO THE SAnSFAC710N OF THE LOCAL UNIFIED PROGRAM AGENCY (THE OFFICE OF E NWRONMENTAL SERVICES - BAKERSFIELO CITY FIRE DEPARTMENT) IN COJVJUNC7701V WITH THE STATE REGIONAL WATER QUALITY CONTROL BOARD AND/OR THE CALIFORNIA DEPARWENT OF TOXIC SUBSTANCES CONTROL 33. PRIOR TO 97F G RADINa SUBDIVIDER SHALL HAVE A PRECONSTRUC77AN SURVEY CONDUCTED TO SEARCH FOR NA77VE KIT FOX DENS SURVEY SHALL BE SUBMITIED TO THE PLANNING DIRECTOR FOR REVIEW PRIOR TO GRADING THE APPLICANT MAY BE SUBJECT TO SPECIAL N077FICA710/N REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND CONTAINING DENS 34. PRIOR THE APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SUBJECT TO 7HE MIGRATORY BIRD • TREATY ACT. INCLUDING 774E SWANSON HAWK DURING 7HE RAP70R NESTING SEASON (FEBRUARY THROUGH SEPTEMBER). IF CONSTRUC770N IS TO OCCUR DURING RAP727R NES77NGIVREEDING SEASON (FEBRUARY THROUGH SEP7EMBER) NO CONSTRUCTION AC77VITY SHALL TAKE PLACE WITHIN 500 FEET OF A AC71VE NEST. TREES 70 BE REMOVED THAT CONTAIN NESTS SHALL BE REMOVED ONLY DURING NON -BREEDING SEASON (OCTOBER THROUGH JANUARY) 35. THE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PROTECTED SPECIES WHICH ARE NOT ADDRESSED IN 174E MBHCP, INCLUDING 7HOSE PROTECTED UNDER THE FEDERAL M16 RATORY BIRD TREATY ACT, SHOULD BE AVOIDED AND EVALUATED BY A QUALIFIED BIOLOGIST PRIOR TO CONSTRUC710N- THE FISH & WILDLIFE SERVICE (USFWS) AND CAUFORNIA DEPAR711IENT OF FISH & GAME (CDFG) SHOULD BE NOTIFIED OF PREVIOUSLY UNREPORTED PROTECTED SPECIES. ANY UNAN77CIPA7ED TAKE OF PROMECTED WILDLIFE SHALL BE REPORTED IMMEDIATELY 70 THE CDFG AND USFWS 36. THE CONTRACTOR` SHALL COMPLY WIN SAN JOAQUIN VALLEY AIR POILLU77OJN CONTROL DISTRICT (SJVAPCD) REGULA77ON WTI, DUST CONTROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING GRADING AND CONSTRUC770111 PHASES. THE M177GA7701V MEASURES 70 BE TAKEN ARE AS FOLLOWS.• A. WATER EXPOSED SURFACES (SOIL) THREE-77MES/DAY. 8. WATER ALL HAUL ROADS AT A MINIMUM OF 7HREE 77MES PER DAY. C. REDUCE SPEED ON UNPAVED ROADS 70 LESS THAN 15 MILES PER HOUR. D. STABILIZE ALL DIS7UR6ED AREAS INCLUDING STORAGE PILES, WHICH ARE NOT BEING AC77VELY U77LIZED FOR CONSTRUCTION PURPOSES USING WATER OR BY COVERING WT7H A TRAP, OTHER SUITABLE COVER OR WGETA77VE GROUND OVER. E. CONTROL FUG177VE DUST EMISSIONS DURING LAND CLEARING, GRUBBING, SCRAPING, EXCAVA170N, LEVELING, GRADING, OR CUT & FILL OPERA7701VS WITH APPLICA7101V OF WATER OR BY PRESOAKING F. WHEN TR4NSPOR77NG MATERIALS OFFSITE MAINTAIN A FREEBOARD UM1T DE AT LEAST SX INCHES AND COVER OR EFFEC77WLY WET 70 LIMIT VISIBLE DUST EMISSIONS G LIMIT AND RE71/OVF 774E ACCUMULA770 N OF MUD AND/OR DIRT FROM ADJACENT PUBLIC ROADWAYS AT THE ENO OF EACH WORKDAY. (USE OF DRY ROTARY BRUSHES IS PROHIBITED EXCEPT WHEN PRECEDED OR ACCOMPANIED BY SUFFICIENT WETTING TO UMIT VISIBLE DUST EMISSIONS AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN). H. STABILIZE THE SURFACE OF STORAGE PILES FOLLOWING THE ADD17701V OR REMOVAL OF MA7ERIALS USING WA1FR. I. REMOVE TRACKOUT WHEN IT EXTENDS 50 OR MORE FEET FROM THE S17E AT THE END OF EACH WORKDAY. J CEASE GRADING AC7TVI71ES DURING PERIODS OF HIGH WINOS (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). K. ASPHALT-CONCRE7E• PAVING SHALL COMPLY WITH THE SJVAPCD RULE 4641 AND RESTRICT USE OF OF CUTBACK, SLOW -CURE AND EMULSIFIED ASPHALT PAVING MATERIALS, 37- SURFACE DRAINAGE TO BE ONE (IA=) PERCENT MINIMUM, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. 38- SURFACE DRAINAGE TO BE ONE (1=) PERCENT MINIMUM, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL 39. IF THE PROJECT IS SUBJECT TO 774E PROVISIONS OF THE NA7701VAL POLLUTANT DISCHARGE EUIMINA7701V SYSTEM (NPOES), A "NOTICE OF IN7ENT" (NOT) TO COMPLY WITH 7HE TERMS OF 7HE G£MERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WI7H CONSTRUC71ON AC77WTY (WQ ORDER NO. 92-08-OWt2) MUST BE FILED WRTTH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE 774E BEGINNING OF ANY CONSTRUC710N AC71WTY. COMPLIANCE W7}H THE GENERAL PERMIT REQUIRES MAT A STOW WATER POLLU77ON PLAN (SWPIPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPEC77ON DURING NORMAL CONSTRUC710N HOURS 40. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPAR774ENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON .AN APPROVED ENGINEER'S ES71MATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 41. DUST CONTROL CON7RACTOR SHALL OBTAIN A COPY OF 7HE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON S17E AT ALL TIMES FOR THE DURA77ON OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WI -7H 774E PROVISIONS OF SAID PLAN. 42 STORM WATER POLLU71ON PREVENTION CONTRACTOR SHALL DETAIN A COPY OF THE STORM WATER POLLU7701V PREVEN7I0111 PLAN (SWPPP) FOR 7HIS PROJECT FROM 774E DEVELOPER, AND SHALL KEEP A COPY ON S17E AT ALL TIMES FOR THE DURA77ON OF CONTRACTORS OCCUPANCY OF THE SITE CONTRACTOR IS REQUIRED 70 COMPLY WIN THE PROVISIONS OF SAID PLAN. 43. LANDSCAPE AREAS ARE TO BE GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR 7HOSE AREAS OVER 2X 44. MINIMUM & MAXIMUM PAD ELEVATIONS ARE SHONI TO REDUCE ADD17701VAL MATERIAL IMPORT. 7HE GRADING CON7RACTORSHALL GRADE PADS W, & M�AS TO GENERATE TC TOP OF CONCRETE - -- •••• OE OVER -EXCAVATION FL FLOWUNE FF FINISH FLOOR CL CENTERUNE FC FINISH CONCRETE ELEV ELEVATION GB GRADE BREAK EXISTING GROUND CONTOUR FP. 100.00 PROPOSED PAD ELEV. X®1 ASBWLT/AS-GRADED PAD ELEV. CL co C PROPOSED GUTTER FLOWUNE ELEV. 36 50 EXIST. TOP OF CURB ELEV. '- F 36� EAST. GUTTER FLOWUNE M. qZ PROPOSED LANDSCAPE ELEV. Q315% DIRECTION AND PERCENT OF SLOPE a FOR DRAINAGE MING AVENUE CURB AND GUTTER W EXIST. CURB AND GUTTER - - - CENTERLINE OF STREET - - - - - - - - PROPERTY LINE / RIGHT-OF-WAY - - - - - - - - - - PAD COMPACTION LIMITS - - o STORM DRAIN EEII TYPE "A" CATCH BASIN WITH 3.5' WIDE OPENING UNLESS OTHERWISE NOTED ® 2'x2' DRAINAGE INET = - D EXIST. STORM DRAIN m w somm"m "e m o •. m ■.r. TRACT BOUNDARY •••••••••••••••• LIMITS OF GRADING OUTSIDE A OF THE TRACT BOUNDARY SECTION LINE � �71WE BENCH MARK U TOP OF CONCRETE MONUMENT AT THE NORTHEAST CORNER OF SECTION 12, 30/26. ELEVATION = 364.075 (U.S.G.S. DATUM) PER TRACT 5863 LEGAL DESCRIPTION: BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP 30 SOUTH, RANGE 26 EAST, M.D.M.; ALSO BEING A SUBDIVISION OF THE REMAINDER OF PARCEL 5 OF PARCEL MAP 10617 -PHASE B RECORDED IN PARCEL MAP BOOK 52, PAGES 31-34. R/W R/W /� \ 20' 26' 26' VARIES 20' Y i I 0' TO 116' WI- CL d I 1 j Zo _Q - Z12' 17' VARIES 2, z ( 9' TO 17' i 2% MIN. 1 I 5. 2% MIN. 12 SIDEWALK I - 12" 0 VEREXCA VA TION (SEE NOTE 23) 10' PAD COMPAC77ON 5' SIDEWALK ROUGH GRADE LINE LIMITS 12" 0 VEREXCA VA TION IS AT 0.3' BELOW PAD COMPACTION 10' (SEE NOTE 23) FLOWLINE LIMITS ScnoN 1 TYPICAL ROUGH GRADING SECTION HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' UPDATED 11-1-2013' N.T.S. a � w W r t W a!• N STOCKDALE HIGHWAY IL oD 1� CL co 0 7F 0 Q 0 qZ o: CA%MO MMA a MING AVENUE W J W L 0 aW � a 3 �o m 0 t/1 - 7p tiQ SO. EAU Q WHITE LANE �a ° W ""�i�CT Z � �71WE O U VICINITY MAP SCALE: NONE PROJECT AREA: 34.08 ACRES INLET WITH 3" DRAIN GRATE 3" SMOOTH WALL PVC PIPE-, 26 26' 1 20' I 10' PVC MITERS DRAIN OUTLET DETAIL "B" NO SCALE I I �Z Zo I I zo BACKFILL UPON 13' 2a COMPLETION VARIES VARIES {-- , ( FINISHED PAD OF WALL � 2' FINISHED PAD g' T0.17' 9' TO 17' 12;W MIN• 12" OVEREXCAVA77ON MIN. I _ (SEE NOTE 23) FU77JRE WALL 12" OVEREXCAVATION 5' SIDEWALK (SEE NOTE 23) ROUGH GRADE UNE 10' PAD COMPAC77ON IS AT D.3' BELOW UMI IS FLOWLINE � � R 26' 26' 20' 10' BACKFILL UPON i COMPLE77ON OF WALL j13' 1 N C9 2 SLOPE PIPE E 3" DRAIN GRATE PVC MITERED DRAIN AT POSTIVE MIN. GRADE TO SEE DETAIL "A" OUTLET -SEE DETAIL "B" DRAINAGE EMITTER. 3" SMOOTH WALL ZO -- -- - -- � r•_ -_ PVC PIPE (TVP.) -- --- / \ ADE 10 DRAW,.- -------------------------------------- .--- _--•---•-•-•-•-•-• 4�T�•-•---•------•-•-•-•--- -•-•- - ` i W 1 W 1 J a W 2% - �- PROPOSED I �- WHOUSE 5' MIN.;Lu I _ w Q- Z i a 1 0 GRADE LLT _ W I / _`.To DRAWS CL a-- -- -- -- -- -- -- -- -- --- PVC MITERED DRAINNB" " 0.5% MIN. SLOPE PIPE AT 3" DRAIN GRATE OUTLET -SEE DETAIL B POSTIVE GRADE TO SEE DETAIL A DRAINAGE -EMITTER. R 3' MIN. (TYP.) 3' DRAIN GRATE SEE DETAIL "A" OUND AYLIGHT N ra 0.5% MIN. 45' ELL. 12" GRAVEL 2' I y 2' 3' PVC PIPE PVC MITERED DRAIN PERFORATED OUTLET -SEE DETAIL "B" PIPE 2 TYPICAL FINISH LOT GRADING WITH ALLEY AND DRAIN CONFIGURATION NO SCALE ALL HOMES TO BE CONSTRUCTED WITH SUBSURFACE LOT DRAINAGE SYSTEM AS SHOWN ABOVE. SYSTEM SHALL BE INSPECTED BY CITY OF BAKERSFIELD BUILDING DEPARTMENT. 3" DRAIN GRATE SEE DETAIL "A" 0.5% MIN. SLOPE PIPE PVC MITERED DRAIN AT POSTIVE GRADE TO OUTLET -SEE DETAIL "B" 3" SMOOTHWALL A DRAINAGE EMITTER. PVC PIPE (TYP.) - aoGRADE z \TLD MW,.- 1 _ _ -'_ --- i ui I PROPOSED; - w 11 5' MIN. 0 U S E z ;--I a z_ 0 Y Ix i 1 / E \ / \ 3" DRAIN GRATE 0,5% MIN. SLOPE PIPE ATPVC MITERED DRAIN SEE DETAIL "A" POSTIVE GRADE TO OUTLET --SEE DETAIL "B' i DRAINAGE EMITTER. VARIES VARIES I w ►- 2• � 3" DRAIN GRATE 3' MIN. (TVP.) R FINISHED PAD 2' 2' 1 ::::u? _� GROUND SEE DETAIL "A" DAYUGHT� 2Z 9 TO 17 ► 9 TO 17 1 MIN. I FUTURE WALL FINISHED FAD 5' SIDEWALK I 2% MIN- " �- 12" OVEREXCAVA 170N ROUGH GRADE LINE 5' SIDEWAL (SEE NOTE- 23) IS AT 0.3' BELOW 12" 0VEREXCA VA 77ON FLOWUNE (SEE Al/17r 23) FINISHED PAD 10' PAD COMPAC77061 LIMI IS TYPICAL ROUGH GRADING SECTION HORIZONTAL SCALE: 1" = 20' _ VERTICAL SCALE: 1" = 5' R/W R1W 10' 20'iv_ 10' 0 o I ��-� c,, I "K18 ©� 4 0 8 -Q z Q M 0.5% MIN. 1 i 12" 45ELL 3" PVC PIPE 2' AVEL PVC MITERED DRAIN PERFORATED OUTLET -SEE DETAIL "B" PIPE I TYPICAL FINISH LOT GRADING WITHOUT ALLEY AND DRAIN CONFIGURATION NO SCALE ALL HOMES TO BE CONSTRUCTED WITH SUBSURFACE LOT DRAINAGE SYSTEM AS SHOWN ABOVE. SYSTEM SHALL BE INSPECTED BY CITY OF BAKERSFIELD BUILDING DEPARTMENT. PROP06ED PROPERTY LINE PER 'TRACT 7161 r � 1 SCARIFY EXISTING ALLEY 6 AND FILL TO LATCH a I I a EXISTING GRADED ALLEY I EXISTING PAD ELEVA110N FINISHED PAD 32' 32' FINISHED PAD 1 EX5= PROPI RTYILNE PER TRACT 6223 1 2 2 2 2 I 2311M/lU1 I r2_ -- -- - -- - 1 2%12' 12' OVEREXCAVA770N f ; o 5 S/W 1 1% r (SEE NO IF 23) ( Qr r 12" 0VEREXCAVA' ROUGH GRADE LINE IS (SEE NOTE 23) AT 0.3' BELOW FLOWLINE 10' PAD COMPAC77ON LIMITS EXIS77NG ROUGH GRADE LINE SEcnON tCN TYPICAL ROUGH GRADING SECTION HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' am 01 i W w wi _ W W g Lu o - iw 18" UU) 1 i I MIN. d M Lu 1w 0 Z_ Z_ 0 JI 1i iT IJ F- N I� tZI�w w a; j PROPOSED ;a I HOUSE TYPICAL RE --GRADING OF EXISTING ALLEY NO SCALE 710 rn 0 M F- 0 � Q U - o O 1 W O CU M D 3 0 La co p0 U `O N W Y Q m 0 � w W r t NYI a!• N IL oD 1� CL co 0 7F Z. qZ sS a Q W J � aW 3 wic m m W � n � O U 0 rc D i U cm 0 � w W r t NYI a!• to IL w v CL 5�P 7F 0 C3 � w W r NYI to IL w 0 CL Z. Amo O Q c � aW wic � n � O 0 �`, cm Q JEJ_ Q INIIII C3 � w W r Q to IL w 0 CL Z. Amo O Q c � aW wic � n � O 0 �`, cm Q JEJ_ Q � w W r to IL 0 R/W R/W I SOUTH ALLEN ROAD 10' 20' 26' 26' 20' 10' VARIES 55' TO 73' R/W R VARIES W 12' TO 26' EXIST. rn I p 1. 1 2Q 24 R/W ! I ALLEY ( lI a I I 55'. R R E cn t n ♦ 17' 19' " ,I FINISHED PAD 20 10 I 10 20' 2 12' 2 ! - VARIES 9' I I I 7 EXISTING = ! ix MIN. " Z V RIES VARIES Z 5 �• FlNISHED PAD - lj I I 48' TO 64' I 2d2p t "may' ' " W I ( EXiS17NG BLOCKWALL 12 OVEREXCA VA TION 2 FINISHED AD =Q 8'1 8'-10 I 1 Y. MIN.tQ_ ' I �`� 1X_ MIN. i {SEE NOTE 23) 19 M//V ( -�5 SIDEWALK e PAD COMPACTION W EXISTING 1 1 I �5' SIDEWALK L/M/7S ( EXISTING I { 1 !/ -, yF EXISTING CURB &GUTTER ROUGH GRADE LINE a I ' I h. r LOT ELEVATION CURB AND GUTTER 5.5 COMBINATION IS AT 0.3 BELOW I O SIDEWALK N I 3, "� �a a? FLOYK/NE t 1 vilk I I , I EXISANG 4 4' i ► I I �t'gCl SEC110N I PA 1/EMENT 1 2�_ TYPICAL ALLEY SECTION s�3 2� 2$ `' , LOT ELEVATION I i r 't2' 11 1 I' '� TYPICAL ROUGH GRADING SEC o 0.5'j HORIZONTA SCALE. 1" = 20' / _ 2:1 SLOPE - „ 1 1 1 XFP, 35750 M MIN. VERTICAL SCALE: 1 = 5 I I ► I I i , 2. r HORIZONTAL SCALE. 11 = 520 o Q 3 m. XFP,357.4t1 3 , , � 6' °° 2• �; SOUTH _ ALLEN ROAD R I I 1 1 Il sEcnoN XfF 3572a j( t _ SCALE: ir-5' [if { 4 PAD ELEVATION I 17' I XFP, 357.10 / O�/ R/W � T`'/W I? I VARIES 1 26' 26' VARIES 1 20' 10' EXIS 17NG 2� 2% I ! I I 19' TO 35' I 0' TO 116' W 2 R TAIN/NG WALL I / ' ( ( I =fZ a FINISHED I I I XfP. 356.90 f jO c -', EXISTING t _ _ I I 17' VARIES , I PAD a 5' SIDEWALK I ��� t,, I , _ �, ' 1 9' TO 17' 2 1 MIN. 1 cr I 355.15 ¢¢ °S ' I i 1'� ( Q to o I I _ 7 '� i PROPOSED I EXIST. 4 O z op S C110N I 4 FINISHED PAD I 19 MlN. I 2� U w d SCALE: 1-=5'\,V 1 - `SSB XFP. 356.70 %7 --� _ i .. - SIDEWALK O II z LL - "N I < I i EXIST. 4' SIDEWALK t 4 \ C•I IOId w U M 00 C ALLEY I "' La 1 f I } i HORIZONTAL SCALE: 1" = 20' = w I 11 �J 55. a S 2 VERTICAL SCALE: 1- 5 3 w Q R 10 f0' R 20' _ _ _ 358 y/ O � ' f LANDSCAPES 5$ \ XfP 356.50 o m EASEMENT 1 ' �2 i - - ._ `` R/Iy R/W N W ® o I VARI S VARIES I -� w W 2p 1 ( 357-- -- ; f0' 20' 26' 26' 20' 10' Y FIN. PAD ELEV. MIN. �� I i I I fl i ►+ 12 m o v 2, I 2x I'--�--- � I 29 I ' 1 ��,• I\ � o Z I ' I c _z Zo O fP.3�5�65 a o , 1 Zo I _� �.{ I o. I 2 2 , 4• 1 . II •WY././ ! I 1 I I I XFP, 356 3a �' �" 1 T 17' I FINISHED PAD �. FP. 356.80 MAX I i 1 FP MAX u? \ \ i / z z 12' - �, I I rP 356.60 Maur. .00 I / z = I EX S0VE I �I X M� ^ +it1 EXIS 11NG I I S FINISHED PAD 0 ' _I _XFP, 356 80 _ h1h �1 '� \ �S 6 i - I CURB 12" OVEREXCAVAKv TlO 6 1z MI SEE NOTE 23 N. % I ) TYPICAL ALLEY SECTION >04 ► , 28 I --I'- n , h 1 1 1 I v ' • ,� i 6 \ � � � �, 5 SIDEWALK , , � > HORIZONTAU SCALE: 1 = 20.� i I 1 I 2Q I v, I ,� I \ 4 5 SIDEWALK f0' PAD COMPACTION VERTICAL SCALE: 1 = 5 f j i I FP 356 40 MAX I `r-� r a'`y I Ory hhh XfP 356 J0 ROUGH GRADE LINE UMI IS a �' O ~ I I I FP .!56.00 ASV I i I 4 35 8 EXISTING CURB & GUTTER IS AT 0.3' BELOW P F XFP.356.7Q A I-- - I 2 ff�.� �� FLOWLINE ter/ ( , I I --f--� P _157/A I ? FP 357. f0 MAX I 1 I i.�s - - I - - - - I fP 357.25 MAX 1 fP.J56.70AAW � � j `� ! 1 I I I fp 76\ P, TYPICAL ROUGH GRADING SECTION EXISTING ALLEY'REMOVAL NOTE t ; I I o_L_ " , 2 7 i 15' 1 9p• j \ ��?8? \ ` �h HORIZONTAL SCALE: 1 20 1 i •� °D g.11 \ \ XFP, 356.10 1 VERTICAL SCALE: 1" - 5' ALLEY AREAS 0 BE REMOVED SH BE HANDLED IN THE FOLLOWING MANNER. 1 1 i �7 -0-50% I , , I FP, 356.20 MAX m 5. .3 % _T Q ♦ I > � REMOVE AND DISPOSE OF EXISTING PAVEMENT AND AGGREGATE BASE WHERE I I 1 - I �� .� s \ FP JX 70 \ 's APPLICABLE. R REMOVAL ALLEY EAS INDICATED AND LOTS 6 THRU 8 - ' ' 1 I Xfp 3�,� A i I � � i ` '� ? 1 IF'\,,, " IE OW THE FlNISHED PAD GRADE OR 1 I g3 A; \ FP3 . MAXUNIT 1 SHALL OVEREXCAVATED T 12 B L � I\ TP TO 12" BELOW ORIGINAL NATURAL GR ND AS INDICATED PER TABLE "A". AFTER N ( ; I - - I - - _ _ l 3 I \ \ m� \ 6 REVIEW BY TH SOILS ENGINEER THE TOP 12 OF THE MATERIAL EXPOSED AT � � N ► ; I 2 � i WAX m �, o \ L`J THE BOTTOM THE EXCAVATION SHALL BE SCARIFIED, MOISTURE CONDITIONED, ( iro 1 ; ; I JZ WI I I X99 \ \ �� \ XFP. J56. 30 i R I ,, I 1 �_ \ AND COMPAC D TO A MINIMUM OF 0% OF THE MAXIMUM DRY DENSITY PER ".I , I fP 356.00 MAX 1 2' 1 1 s 1 355 \ �q �,,, - , ASTM D1557. UILDING PADS SHALL EN BE BROUGHT TO FINISHED GRADE IN I FP JM60ON _ _ I XFP I f 2 CONFORMANCE . WITH ITEM 21 OF THE GRADING NOTES. IN NON -BUILDING PAD I - ,,,r PAD ELEVATION 1 AREAS, AFTER REMOVAL OF EXISTING PAVEMENT AND AGGREGATE BASE, SCARIFY 351k EXISTING ALLE AND FILL TO MATCH EXISTING OR DESIGNED FINISHED PAD ! ' I _ _ I _ _ _ 1 N _ _ p ��s \ � PAo ELEVA PON ELEVATION. Z I - _ - - I - - 355 °° - - - - - _ 356 `� 2.1 SLOPE �J 1 25 IJAN fio TABLE "A' W I i I \\$ XFP 3565Q SEC*n0N OVEREXCAVATION " I -�ppP��,rr�nn�� B� SCALE: 1 =5 1 fP. J56.00 MAX 1 0 �� ♦� - , r •~ 1 I I , ''- T?P/CAL FOR ADJACENT LOTS WITH AN EtEVATiON ALLEY AREA ELEVATION H ,°; J I Fl°ms � I y I �� - - - - - o° ' XFP, 356.30 I ! o� 356 \ ' '' � i DIFFERENCE OF 0.3 FT. OR GREA IER. A 351.6 -- ' ' - I h �� 357 4 R B 353.2 f I - _ _ 1 7I00 XFP. 357__ XFP 357.30 og � j Q �I I 1 02 0 15 1fi 1 17 8 , C 352.7 1 ,ap i PROPOSED D 353.5 I I 2'- 24 1 MAX fP 35800 A P" 5Z 70 MA � W� a a XFP 356.711 PAD ELEVA TION 2 1 I i 1 I 18' 18' FP_357.70MAX fP357.50MAX 2% ' 2% r----_ E 355.0 I , I FP..356 UO FP 35760 _ h� I FP. 356.10 MAX ( 26' 26' ( B° •T`57•� AMS .5730 AAYII �h 1 _ PROPOSED F 356.0 O, 11 I I FP. 5735 1 ! L 1 ,�' L PAD ELEVA TION G 357.0 FP 356 oo mw. 1 I. z6 r --' - - - I �` I I 1 XFP 356.50 I cis 20 "� ► 1 9t) 15• h - - - - --- - - - - - as EXISTING GRADE " H 354.3 I ' ��---__.2.�� ----- ----- --- - --- 2:1 ,SLOPE f �S I n 1 Yfp >< 0 9NIIIIIII 23 31% FP J56.40 MAX 8 355.55 XFP 356.70 L357JO A xfp J57.J0j s / r, -All. FP 356.85 MAX J57 60 MAX 1 22 • I 1 I �i�O�,r��,. /� ' ' • LD _357- ^. '�� it .'� , ►j XFP / , • � �� � . •+ ' w ' � _r _ ._ _ r_'!�T 'mss inr•� - '�z .:.�� / � �: ,\ AREAS TO'BE OVER EXCAVATED 21 lk rr� NAA fir, 1 1 Am NAIMMI ,' �� •' , � w �,7M1 t �� 1 I , • f / , • ff P. J57 90�10 / • // l ♦/ \ f +f SJ7161 , / . / i Jr . , ..: ��: 'Y Ij� � -V It?' .1111 ' / ♦ t■ar�n :7 � ('�'� �' 111110i 1 -1 wi•`__ _i`�' w�- _ I �t�i 1� 'l `rFi fl MATCH LINE .SEE SHEET 3 23 31% FP J56.40 MAX 8 355.55 XFP 356.70 L357JO A xfp J57.J0j s / r, -All. FP 356.85 MAX J57 60 MAX 1 22 • I 1 I �i�O�,r��,. /� ' ' • LD _357- ^. '�� it .'� , ►j XFP / , • � �� � . •+ ' w ' � _r _ ._ _ r_'!�T 'mss inr•� - '�z .:.�� / � �: ,\ AREAS TO'BE OVER EXCAVATED 21 lk rr� NAA fir, 1 1 Am NAIMMI ,' �� •' , � w �,7M1 t �� 1 I , • f / , • ff P. J57 90�10 / • // l ♦/ \ f +f SJ7161 , / . / i Jr . , ..: ��: 'Y Ij� � -V It?' .1111 ' / ♦ t■ar�n :7 � ('�'� �' 111110i 1 -1 wi•`__ _i`�' w�- _ I �t�i 1� 'l `rFi fl MATCH LINE .SEE SHEET 3 s■�= tib, I � / lli + • 1 ��d • K _ I �I : , FP MM it Z7 20 M iR J56.50 MAXFlk FP J56 JO AM .. W3 .+ ' ■ Ow FP F6 // FP 356.20 MAX .. XFP, J56.50 2 13 •2 FP ZZW FP MW FP JR20■I�, ,.P 35720 MAX fP J57 /, MAX ./ :t AW. FP. JR 60 MN OP. J56,70 3 12I F)� J57 40 MAX FPJ5680MAX FP ! / . f I�. FP 3,56.60 MAX li r xpp .,i \ .� ! t iW. J57 tt FP Z7.JV FPJXM,,,.: i • f K P. JR50 MAX FP © c c/ y. :. I �� XFP M7 f �' �i FP JW.40 ..' ; t t - Gita III XFP J57. /f 1N11 AREAS TO BE OVER EXCAVATED EXI ALLEY AREAS TO BE REMOVED SHALL BE HANDLED IN THE FOLLOWING MANNER. t REMOVE AND DISPOSE OF EXISTING PAVEMENT AND AGGREGATE BASE WHERE ` APPLICABLE. AFTER REMOVAL ALLEY AREAS INDICATED AND LOTS 6 THRU 8 - x`13 UNIT 1 SHALL- BE OVEREXCAVATED TO 12 BELOW THE FINISHED PAD GRADE OR xFP. X5670 TO 12' BELOW ORIGINAL' NATURAL GROUND AS INDICATED PER TABLE "A". AFTER ... �. �. REVIEW BY THE SOILS ENGINEER THE TOP 12" OF THE MATERIAL EXPOSED AT STING ALLEY REMOVAL NOTE THE BOTTOM OF THE EXCAVATION SHALL BE SCARIFIED, MOISTURE CONDITIONED, AND COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY PER ASTM D1557. BUILDING PADS SHALL THEN BE BROUGHT TO FINISHED GRADE IN CONFORMANCE WITH ITEM 21 OF THE GRADING NOTES. IN NON -BUILDING PAD AREAS, AFTER REMOVAL OF EXISTING PAVEMENT AND AGGREGATE BASE, SCARIFY EXISTING ALLEY AND FILL TO MATCH EXISTING OR DESIGNED FINISHED PAD ELEVATION. TABLE "A" OVEREXCAVATION ALLEY AREA ELEVATION In * A 351.6 it B 353.2 "0' a C 352.7 D 353.5 o z o o o E 355.0 o F 356.0 QL,o GI 357.0 W M 3 ¢ H 354.3 3 0.-0 Y oCID 3 UNIT 1 LOTS 6 THRU 8- - - - N w "OOSFORD 4" � 27-12 PHILLIPS ABAND-DRY HOLE rya 156.00' l j 355.50 356.00 -355.55 SCALE: 1 " = 50' 0 50 100 0 o FP. 357.40 MAX FP. 358.35 MAX I - - - - - - � � z ro I I I I fp 3 AX I ► ► --}--_- _�- - I a fF35700M� I IFP 35595 AW I I I 9s I I I PRIVATE P� K N0. 1 � 90' 1� I 15'1 I I , M ►- z a 90' ( XfP.357.00 I 1 I W ' 5 I I xFP35710 ' I 24 XFP35-20 CN • I ;; I FP J56.20 I ! I I I 1 I T - P. 358.9 xfP 35690 I a i i R 356.40 MAX �" I ( I I I I / I P .356 m i 6 I 9 i t ' t I + j 25r ! I i ' I faet�--,. I i FP 357.t71D . I FP,,35�9r*! I I I 20 I ( XFP- J56.70 I fP_ 357.20 MAX ss6 I 35810 MAX I � I (J� I j �, r 1d I 0 I '��' p �� fP ,R56.6f1 A•K od, 355�7t! MpV. �c rh 1 �°- LL23 I I •� (.i , - _Pam 10 _ 1 Xf9a + 5 I FP•.�.5►a. 11. 7 YFP TAY; a nm ir.■....0 � , 1. � i��r► ■ _^"'"'�° - j� : f � _ i �. cot, � I� '�015' WIDE GAS PIP INE EASEMENT � fly: �/ �►. '�,,, tp Jm5o '� :. �' 4 i. I t . (i dam, ' : r�!"%�' FAVOR M • rER BOOK, y XFP 156.50 gill r '+ � �v1Sc � ___- _ _•�ij c �� 7'�� - r,�ria: ,.������ H� �I � � � I r ,�f , �ARI f r • 1 .� : �I .• !"T -=r i-__ Gia'L�a �.•►i �. t,\ y ♦7!U'EY t✓ ��1 �" f l ►�'/ ,r *.�i ��! !!� � _'�w:JC'� r f-_- s �/ � � i - c \ice . �y � N.!!'�bir' D� a• � � � ��': /: 7t1� .� • �%�; ��= { 1 �I ,. - 1, ' x �■_� ---�- - ;C�Law� -=.r.I! ��. j C s' 1 `�`/' . /f _ ., r� � v ' � • \y ^ :: j + � s `\ .�L;;i <a' �.• aRi + ' �9ww P. J56.70 MAX�-. .-_ iw'!!R�.,,�� \i'"•""'r": �. DRIVE XfP J56.50 �� : /r `/ r' •t• '��II1 �G'?T7 .ta S/ r ,'e i�' ` as II� i 7A►�r •356.50KI a 1 r I • ! �i CS_- - I,i Ilei f r // _ t 5,80 FP J56.30 XM ` �i �. r' / ( ��i STTM NO. 7161 BOUNn y `356 XTP J56 10 - -- No c : I , L�� �.t.�C�i•i►"^ Sfi `�� �u r��' •rte ��! ��w� �.� � , ��r�Y ` . - �' � � �,.Ga ._,} � �► .• / o `:, }} [�:� l - it it /I ��<: �� --� �`' dIl_ �ilj � r r r � � � � ' 1 � kCaC'.'�L] I r a I �I . i • I t f `=�'' � � J '■ t 1� �` .I a , a � ! ..rte f- -- t ` I , / � ► . � - 5�1�� t t �, �--t�s�if ►���-- . _ ' _._....___�__. w � =�' � _-__ - _ _tom,_ \.. - - � r i R VARIES 14' TO 25.40' BLOCKWALL --,LANDSCAPE EASEMENT 2' LOT aEVATION 29,' M/N. 4:1 R/W 5, VARIES 55' TO 70' A VARIES 48' TO 64' z c� 2 ti EXIS77NG A. G PA V/NG ig z) J R AREAS TO BE OVER EXCAVATED EXISTING -ALLEY REMOVAL' TABLE "All OVEREXCAVATION ALLEY AREA 1 ALLEY AREAS TO BE REMOVED SHALL BE HANDLED IN THE FOLLOWING MANNER. A 351.6 'REMOVE AND DISPOSE OF EXISTING PAVEMENT AND AGGREGATE BASE WHERE ■ 353.2 APPLICABLE. AFTER REMOVAL ALLEY AREAS INDICATED AND LOTS 6 THRU 8 C 352.7 UNIT 1 SHALL BE OVEREXCAVATED TO 12m BELOW1 PAD GRADE OR 1 353.5 1 12' BELOW ORIGINAL NATURAL GROUND AS INDICATED PER TABLE *A*. AFTER E + SOILSREVIEW BY THE t E• THE TOP 12m OF THE MATERIAL EXPOSED AT F 356.o �■ :1 / r rI APOW! 1 1 1 1 1 1 1' M 1 "• 1 1 r / '' 1 - �• • a 1 r .. 1 r. r - i1 SillI ., G7-7 L1 '�_ L --TZ•. ['-'r�� _ ,:�:i (�� { K ■ ■ (�7*�i■�e - -- - - —'— — �i �r t ' 1 1 •,• .."�.. 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Y .,..� ...... •..---'`�.""' _ k. --m� EL I f• FrTl f] WIWI - �1.tipLOW ► ' ./ / r. r ! r �i • Rf� a� :1 1 /• s ON w4 0I I VMS #r ININAMS s r M U z � a J Y•�� ti 3 2' o F - � Y C4 O W � Q "a ►�0 co � o m U a00 Y W z u- Q j gJ � VARIES 55' TO 70' A VARIES 48' TO 64' z c� 2 ti EXIS77NG A. G PA V/NG ig z) J R AREAS TO BE OVER EXCAVATED EXISTING -ALLEY REMOVAL' TABLE "All OVEREXCAVATION ALLEY AREA 1 ALLEY AREAS TO BE REMOVED SHALL BE HANDLED IN THE FOLLOWING MANNER. A 351.6 'REMOVE AND DISPOSE OF EXISTING PAVEMENT AND AGGREGATE BASE WHERE ■ 353.2 APPLICABLE. AFTER REMOVAL ALLEY AREAS INDICATED AND LOTS 6 THRU 8 C 352.7 UNIT 1 SHALL BE OVEREXCAVATED TO 12m BELOW1 PAD GRADE OR 1 353.5 1 12' BELOW ORIGINAL NATURAL GROUND AS INDICATED PER TABLE *A*. AFTER E + SOILSREVIEW BY THE t E• THE TOP 12m OF THE MATERIAL EXPOSED AT F 356.o �■ :1 / r rI APOW! 1 1 1 1 1 1 1' M 1 "• 1 1 r / '' 1 - �• • a 1 r .. 1 r. r - i1 SillI ., G7-7 L1 '�_ L --TZ•. 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Y .,..� ...... •..---'`�.""' _ k. --m� EL I f• FrTl f] WIWI - �1.tipLOW ► ' ./ / r. r ! r �i • Rf� a� :1 1 /• s ON w4 0I I VMS #r ININAMS s r M Q 0 aemm� U z � a Y•�� ti . pi z F - Q C4 O D Q "a ►�0 co o U a00 W z u- gJ C> o q LLJ U S 3 _j N .J W J rCo---+ to 3 p 0 lW to `-- � 04a:: m W m W K C i U r4 � t b IIIIIIIIII Q 0 aemm� U z � a Y•�� ti . pi z Q O "a ►�0 co C -i 0 W C> q 1 c -i N N .J rCo---+ cn aN � r4 IIIIIIIIII U z � a Y•�� ti . pi z Q O "a ►�0 co C -i 0 W C> q 1 c -i N N .J rCo---+ cn aN � r4 I v 1 o ra�+ra�w�. rf..rv$r 11"EXISTING ALLEY REMOVAL NOTE ALLEYAREA ELEVAnoN AREAS TO BE OVER EXCAVATED A 351.6 ALLEY AREAS TO BE REMOVED SHALL BE HANDLED IN THE FOLLOWING MANNER. B 353.2 y REMOVE AND DISPOSE OF EXISTING PAVEMENT AND AGGREGATE BASE WHERE C 352.7 APPLICABLE. AFTER REMOVAL ALLEY AREAS INDICATED AND LOTS 6 THRU 8 - D 353.5 UNIT 1 SHALL BE OVEREXCAVATED TO 12" BELOW THE FINISHED PAD GRADE OR E -355.0 TO 12" BELOW ORIGINAL NATURAL GROUND AS INDICATED PER TABLE "A". AFTER F 356.0 REVIEW BY THE SOILS ENGINEER THE TOP 12" OF THE MATERIAL EXPOSED AT G 357.0 THE BOTTOM OF THE EXCAVATION SHALL BE SCARIFIED, MOISTURE CONDITIONED, H 354.3 AND COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY PER - ' W xFP.354.6t� / � ASTM D1557. BUILDING PADS SHALL THEN BE BROUGHT TO FINISHED GRADE IN , r} l ` r- `�-- UNIT 1 LOTS 6 THRU 8 W CONFORMANCE WITH ITEM 21 OF THE GRADING NOTES. IN NON -BUILDING PAD �,- ' // AREAS, AFTER REMOVAL OF EXISTING PAVEMENT AND AGGREGATE BASE, SCARIFY 6 355.50 �� - _ XFP. 354.80 f C -"``'~-- EXISTING ALLEY AND FILL TO MATCH EXISTING OR DESIGNED FINISHED PAD 7 356.00 `/ r �I 2 ,/ /�/� '�" ""�, 8 355.55 \ SCALE. 1 - 50 N, ♦ ,� /� XFP, 355.x08L ��--'_�e 50 25 O 50 100 �., ,.J c P: .,, 1 �t 1 f)gSilNg BOUNDARY FOR W �F TRACT 6223 R aF ` W`•�3 XFP 3552a t t / t t ` 4?S9, ' 1•_ / XFP, 355.30 %J 6 TP \ _ t XFP. 355.10 XFP. 354.90 ' / `' �1 •- t XFP. 354.70 3 ,55 E I 4"-- 1 3 r'/ 0� ��"F ~ - ................. . 1 XFP. 354.50 XFP. 354.30 t 5 t t XFP. 355.50 / ?SZ 1 -- - - i t / �-=-; - _ t XFP" 354.30 r 354.50 t i 354 �- 1? "" " --- y - -..,, __-...' _------_ - ' ' - - - _ XFP. 354.70 8 I /1 3Sv `�.` 1 _ �"`- - - - ' - - _ • _354 ! XFP, 354.90 9 , 354. 7P �� - _ --.,,~ -.. -'•- - - _ _ t XfP. 355.00 �� ► 355 I ...,.,� h�--�.._;� 355 17' 17' -.53 - --_� w tri 1 1 i 26' 26' � 354 2 8 7 �, I o I 10 g � 3 i 1 XFP. 355.70 1 , ' 55 XFP355� ' - 1 , .80 1 XFP. 355.80 XFP, 355.60 353 , I �� 110 wI 55 I �. _ 1 13 GOSFQRD 4 3 12 1 3' � a-� PHIes S - AB D. ' � � I �--- 14 � 3� fl 4 1 3� i 38 , ,r ,7' ( W X 355. 10- W 1 37 26' 26'- w 13 �-I - o IK- - - P- 3 .�20 � XFP. J56120 XFP. 35590 XFP. 335-613 XFP, 5 30 35 . ♦ � / f ♦ 'SI 1 _ p I FORD 41f!+ 38-12 ; I 7 1 ' J/ 12 LL °° I (FILLIPS - ABAND 1 1 o t XFP. 35550 I 230 a N I I R" 4 -" _- ? k I 9 � � -(� fp MAX I I FP- MAX XFP. 355.60 55.50' " 3-'-•''_"_. J 355.10I 35595 1 XtP, 355 90 I I xFP. 356.10 I I . i t t 10 41 50' W i XFP•.355.50 W 1 , /-1 t otal W,.< 28 W, i 31 I; _- iA F.,-. �,% T 117' I fP. AX I I fP MAX I MAX 6 26 I � 95 I O,' i JfF t o I _._J 3 3 3 4 ► 3 5 3 6 , - - - - / Seo 2' �`°�� - XFP. 355,80 I g 356.00 XFP 355.90 XfP. 355 8a XFP 355.70 I i i I 7Q ss► f w � r 27 i 1 1 ( I I 1 , 1 s i `r 32 1 i I I 1 ( I 355 I I . 15.00� I D Sol 'O6'24'W � W I FP MAX I , I fp 3 . B AX I I _ _ $ 12.25' .R54 I I 80 I 1 � 1 - .•. _ _ _ ....... _ I � S88'S3'3s`E I XFP 3 .70 sr P. 355.90 I 1 k - 354--___jrd 57.49 J!f 1 NLO - - _ ■ t I 353 9 353 _ I 1 12' cF k 3 025 " �� 1 - i h __ -352 N RETENTION 7:`_-__ - 353---__ __ W _ a _ --- 1 ---------__-_, ---_=---- ------ ----------- --- ---, , I BASIN o 354 ' 1 I .� 1 z "' F L5! Vo N 4 N �S---A- ___t B C D I LOT EE - -- -_ .�7 1 17 .a to ! 17 35.90 1 i 1 1 FP .O. tt ( 15' 5.90 MAX ' FP. 355.30 MAX FP 1FP. J54.85 MAX fP J54.65 MA FP JW 20 1 1 1 I + MAX 5 fP ,354 90 AW. fP. 355. l0 MAX FP- 354.45 AIV. FP 354.25 MAu ° fP. 354.00 ANAC fP J54.20 X60 A/NM I tt (� �^ �j�- p ` PER pfP 354.70 AfAu . 3551) THE 1 T Y 01- xe A C.. I \ S F 1 E � ff'� E i \ D S48'59'50"W 16.93' OCUM 1T N0. 0200023480 �s N8912'27`W 193.07' _ __ __-__-----_-________- ___---_-1 _r - _ ATED BR(MR-Y-219) �O��.t -I- - - I 2:1 SLOPE I ----- ----- - ------------ 5.70 f-- ----� - 4 - -----� --- - - ----� - ----- -- ----- F --- - -- 4' -------- -- ---- ----- -�- - --------------- 2R - n h� EXISTING WALL TO REMAIN _ -_ __ _ Z 1 CONTECH PRECAST WATER QUALITY �• - - - _ _ SYSTEM OR APPROVED EQUAL � SEE STORM DRAIN PLANS d { 3 fi n D- C) N ___ - w�1s 1r ■wr�wt� errs - - - - - - - - - - - - - 'wJ�rr at,�r- - - - wry s r■rs w - _ - _ - - - - - -. - _ _ _ _ - - _ _ _ -. _ EXISTING BOUNDARY FOR TRACT 6223 ._._ - .- _,.. - - -- _......_..- ..._ _ - _ _ - _ _ - - _ ..- - - _ _ _ ...- ...._-...._..._._ - ..._.. - - - ...... - _... _. - _...._... -. - �....- - - - ._ _ _ _ _ _ _ __ - - _ _ _ _ _ _ - _ - - _ _ _ _ _ _ _ _. _ _ - _ TRUfFT ION SHEY_-_` - ___ -__-_______-� ____________________ `_ �_ _ �_ _ _--- _---_--_------__--_----_------ _ �_�__�_________ _ ' -------- _ate_► _ _- r_ -- _ O. 1 ' /. 7-1J 41 PHIS (,aa I 0 mun 0 'Q F- M N m i 00 z O U Z 0-0o z Z 0 1.- ( � .` - r��i o � 0 Ld W U 0 w 1 Lu LL - cco0 3 O N to O 010 m Y,. Y c) m' o m N c � k J -�->Ism �F uuYa 1 N s' w I I 0 mun 'Q i z o�Q .` - r��i o w 1 a 010 Y,. c) N k J -�->Ism uuYa a� N 'Q z o�Q .` - r��i o w 1 a 010 Y,. c) N k J -�->Ism a� N s' w I 10 4