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Home My WebLink About1.7-6757 1-3GRADING NO TES 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARDS PERTAINING THERETO (CHAPTER 33 C.B.C., 1997) AND SHALL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE W TH CITY OF BAKERSF7ELD ORDINANCES. I THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CON IROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICA 7IONS AND CODE Wi THIN HIS PURVIEW J. TIME SOIL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED 48 HOURS PRIOR TO PLACING ANY MATERIAL. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JAB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS RETIREMENT SHALL APPLY CON 77NUOUSL Y AND NO T BE LIMI TED TO NORMAL N r?RKING HOURS; AND THA T THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OwER, ARCHITECT; AND THE ENGINEER HARMLESS FROM ANY LIABILITY REAL OR ALLEGED, IN CONNEC 710N WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP 77NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, ARCHITECT; OR THE ENGINEER. 5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES W7H UNDERGROUND FACIU 7IES PRIOR TO BEGINNING CONSTRUC7701N AND VERIFY THE LOCH 710N AND DEPTH OF ALL UNDERGROUND FACILITIES INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS LINES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDI CA TED ON THE PLANT OR FOR INFORMA 7701V OBTAINED FROM OUTSIDE SOURCES. (USA 1 -800- 227 -2600) 6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO + OR - 0.1 o FOO T IF AN AREA SHOULD BE FOUND TO BE MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPAC7ING AND ACCEPTANCE OF GRADING, TIME CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE O*WER. 7. THE GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERA TIONS TO PREVENT THE OCCURRENCE OF A DUST NUISANCE AND SHALL PRO 7ECT CURBS AND OTHER OBJECTS BITCH ARE TO REMAIN. 8. EXCA VA 77ON - EXCA VA 7701V SHALL CONSIST OF ALL EXCA VA 7701V IN V X VED IN GRADING THE PROJECT AS SHOW ON THE PLANSy EXCEPT ANY EXCA VA 7701V SEPARA TEL Y DESIGNA TE'D AND PAID FOR AS A S€PARA TE I TEM. 9. EMBANKMENTS - EMBANKMENT CONSTRRUC7701V SHALL CONSIST OF CONSTRUCTING LOT EMBANKMENTS, INCLUDING 771E PREPARA 7701 OF AREAS FOR WHICH THEY ARE TO BE PLACED, THE CONSTRUCTION OF DIKES W THIN OR OUTSIDE THE CONSTRUCTION AREA 7HE PLACING AND COMPACTING OF APPROVED MATERIAL WITHIN THE CONShRUC710N AREA MERE UNSUITABLE MA 7ERIAL HAS BEEN REMOVED, AND THE PLACING AND C UPAC 77NG OF EMBANKMENT MA T ET+ IAL IN HOLES, FOR THE CONSTR ?UC710N1► EMBANKMENTS, PREPARING SUB -GRADE AT THE GRADING PLANE, CONFORMING TO THE GRADE TOLERANCE, DOING NECESSARY PLOWING OR BENCHING, IMPOR77NG OR BORROW, PLACING AND COMPACTING MATERIAL TO THE LINE AND GRADES SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER SHALL BE CONSIDERED AS INCLUDED IN TIME CONTRACT PRICE PAID PER CUBIC YARD FOR EXCAVATION, AND NO ADD17701VAL COUPENSA 71ON WILL BE ALLOWED FOR SUCH WWK. 1a. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE W!TH TIME STANDARD SPECIFICATIONS OF 7HE CIE STATE OF CALIFORNIA D€PAR 7UEN T OF 7RANSPORTA 11ON DA TED JULY 1992, INSOFAR AS 7HE SAME MAY APPLY IN ACCORDANCE H17H THE NO TES HEREON. IN CASE OF CONFLICT W77-1 THE STANDARD SPECIFI"CA 710NS AND ANY NOWS HEREON, THE N0 TES HEREON SHALL TAKE PRECEDENCE 01 E'R AND BE USED IN LIEU OF SUCH COIVFLIC77NG PORTIONS. SAID SPECIFICA 7IONS SHALL APPLY BUT NOT BE LIMI TED TO THE FOLLOWING: A) ALL CONCRETE SHALL BE CLASS "B" AS IN ACCORDANCE WITH SEC77ON 90 AND SHALL HAVE AT LEAST 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. B) A SPHLL T7C CONCRETE SHALL BE TYPE `80, MEDIUM GRADED, 112" MAXIMUM AGGREGATE, AND INTIMA 7E'L Y MIXED WITH 5-7X ASPHAL T 11. IN TIME EVENT COIVSI R'UC77aN STAKING BASED ON McIN TOSH do ASSOCIATES` PLANS, DRAWINGS, OR OTHER DOCUMENTS IS PERFORMED BY ANOTHER FIRM, McIN TOSH & ASSOCIATE'S SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS, OR OTHER DOCUMENTS. 12 Md N TOSH do ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHOR12ED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED, IN WRIT 1NG, BY McIN POSH & ASSOCIA TES: 13. ALL GRADING SHALL CONFORM 70 TIME RECOMMENDA 77ONS CONTAINED IN, AND MADE A PART HEREOF, THE PRELIMINARY SOILS REPORT PREPARED BY SOILS ENGINEERING,, INC., FILE NO. 04 -10923 DATED OCTOBER 21, 2004, (UPDA7ED FEBRUARY 2005) AND ALL ADDENDUMS THERETO. IN CASE OF A CONFLICT BETWEEN THE PLANS AND SPECIFICA T10NS, THE MORE STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE. 14. UPON COMPLE7701V OF GRADING AND BEFORE T HE START OF CONSTRUCTION, A FINAL SOILS REPORT SHALL BE PREPARED BY THE SOIL ENGINEER. 15. THE SOIL ENGINEER SHALL REVIEW ALL EXCA VA 77ONS PRIOR TO BACKFILLING AND SHALL BE NOTIFIED OF ANY ITEM ENCTN7ERED DURING THE GRADING OPERA 77O NS THAT MIGHT AFFECT FOUNDA 77ONI STABILITY SO RECOMMENDA 77ONS CAN BE MADE BY THE SOIL ENGINEER. 16. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: 1. 17. ALL SLOPES GREA 7ER THAN THREE FEET IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO PREVENT EIR'090N. 18. IMPOR 7ED FILL MATERIAL SHOULD CONSIST OF ESSEN77ALL Y GRANULAR, SILTY SANDS WJ'TH LOW EXPANSION P07EN71AL AND FREE OF GRASSES, NEEDS, ROCKS LARGER THAN SIX INCHES IN DIAMETER, DEBRIS, AND SOLUBLE SULFA ODE'S IN EXCESS OF 1000 PARTS PER MILLION. IMPORTED FILL SHOULD CONTAIN SUET -70ENT SILT AND CLAY BINDER TO RENDER THEM STABLE IN FOOTING TRENCHES AND CAPABLE OF MAINTAINING SPECIFIED ELEVA 77ON TOLERANCES DURING PAVING OPERA T701VS. IMPORTED SOILS SHOULD ALSO MEET THE POLL D WING CRI TERIA. A) MAXIMUM X PASSING 1200 SIEVE . .............................50 B) MAXIMUM LIQUID LIMIT ..................... ..r.............s.....rr.....40 C) MAXIMUM PLAS71CI TY INDEX ....../.../ .............................14 D) MINIMUM R- VALUE .......... ...//....••... ..i /... /. /•.f1.• / /. / { ►. / /... /.. s E) MAXIMUM EXPANSION INDEX (PER 1997 CBC STANDARD 18- 2). ........... 20 PSF 19. CLEARING AND GRUBBING - REMOVE" ALL DEBRIS, SUCH AS METAL, TRASH, BROKEN CONCRETE, VIEGETA ITCHY, OTHER BIODEGRADABLE SUBSTANCES, AND UNSUITABLE S01L FROM AREAS TO BE GRADED. UNSUITABLE SOIL IS SOIL THAT IN THE OPINION OF THE BUILDING OFFICIAL, SOIL ENGINEER, OR OWL ENGINEER, IS NOT COMPETENT TO SUPPORT 0THER SOIL OR STRUCTURES, OR TO SA 71SFACTORIL Y PERFORM ANY OTHER FUNC7101VS FOR 1011CH TIME SOIL IS INTENDED. 0fBj2WRK*-p BENCHMARK ASK STAMPED - Q 1157 RESET 1969 AT OLD RIVER, AT THE JUNCTION OF STATE HIGHWAY 119 AND OLD RIVER ROAD, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF TRIPLE CONCRETE 80X CULVERT B 11.44 OVER STINE CANAL, 19 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF THE EXTENDED (ENTER LINE OF OLD RIVER ROAD LEADING SOUTH, 64 FEET EAST OF THE CENTER LINE OF OLD RIVER ROAD LEADING NORTH, AND ABOUT LEVEL NTH THE HIGHWAY. ELEVATION = 343.30 (U.S.O.S. DATUM NAVO 88) BASIS OF BEA&&Q& THE BEARING OF N. 89 4'33° W. SHOWN FOR THE SOUTH LINE OF THE SOUTHWEST 114 OF ACTION 34,, T.30 Sao R.27 E. AS SHOWN ON SURVEY /NVES71GA110N MAP N0. 7 -1 BK. 6, PG. 27 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. 20. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS) SHALL BE SCARIFIED SIX INCHES BROUGHT rO NEAR OP 17MUM MOISTURE, AND UNIFORMLY COMPACTED TO AT LEAST 90Z OF THE MAXIMUM DENSITY PER ASTM D1557 -74 UNLESS OTHERWISE NOTED. 21. f ILL MA TERIAL MALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED THICKNESS AND COMPACMD AT OP77MUM MOISTURE CONTENT TO A MINIMUM OF NINETY (90.'x) PERCENT MAXIMUM DENSITY AS DETERMINED BY ASTM D1557 AS RECOMMENDED IN THE SOILS REPORT. COUPAC7100V SHALL BE CER70ED BY TESTS AND REPORT FROM THE SOILS ENGINEER. 22. QUAN777IES FOR EARTHWRK EXCA VA 7101V AND 0 VIER EXCA VA 7701 - 215, 497 CU. YD. EMBANKMENT - 1550 019 CU. YD. QUAN 11 TIES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO WARRANTY OF THE AN 11CIPA TED SHRINKAGE' FACTOR. IN CASE OF EXCESS OR SHORTAGE, THE CON TRAC TOR SHALL CONTACT THE ENGINEER SO THAT ADJUSTMENTS MAY BE MAD€. THE CONTRACTOR SHALL NOT USE THESE QUANTITIES TO BASE HIS BID ON. 23. BUILDING PAD PREPARATION - SUBSEQUENT TO STRIPPING, IN RLL AREAS THE UPPER 12 INCHES OF MA TERIAL BELOW TIME EX7S71NG GRADE SHALL BE OVEREXCA VA TED. AREAS IN CUT SHALL BE OVEREXCA VA TED TO 12" BELOW THE FINISHED PAD GRADE. AFTER REVIEW BY 7HE SOILS ENGINEER THE TOP 12 INCHES OF THE MA MRIAL EXPOSED A T THE BOTTOM OF THE EXCA VA n0lV SHALL BE SCARIFIED, MOISTURE CONDITIONED, AND COMPACTED TO A MINIMUM OF 90X OF 7HE MAXIMUM DRY DENSITY PER AS7M D 1552 BUILDING PADS SHALL THEN BE BROUGHT TO FINISHED GRADE IN ACCORDANCE WITH 17EM 21 ABOVE. � ASHE ROAD I 110 11 �* 14' VARIES 64' -80' VARIES 48' -64' EXISTING PAVEMENT EXISTING PA VEMENT OF PAVEMENT FS I TO BE REMOVED AND RE'PA V+'ED EASTINC GROUND O NTH CURB AND GU l lER I' TO 4.. 0 OE OILER- EXCAVATION MIN,W PROPOSED PAD EIRE. - -° - -" -°' "- �°° EXIST. RIGHT -OF --MAY L" FL smz FF FINISH FLOOR - 35 }.,� �!T %AS- GRADED PAD ELEVATION ---- - - -- - t�NTERUNE OF SIREET' V CL � PROPOSED FINISH CONCRETE F t1 TUR MEDIAN E Irv. CURB AND GUTTER METHOD A. AND SHOULD EXTEND TO A MINIMUM DISTANCE OF TWA FEET BEYOND TIME OUTSIDE EDGES OF PAVEMENTS. E DGE ELEV ELEVATION GB � VARIES: 4X - - - -- - - -- - - --�`rt 2Z PROPOSED {UTTER FLOWLiNE ELEV. -- -- PROPOSED PA YEMEN T OR GASOLINE PONFRED EQUIPMENT. �tE MATCH EXtST`VG GRAM FP FINISH PAVEMENT EXCESSIVE AMBIENT POLLUTANT CONC EV 7RA T70NS SUCH AS "SPARE- THE -AIR" DAYS AS PAD {X'ACTION T5 25. AN OSHA PERMIT IS REQUIRED 16HEN I RKERS MUST ENTER TRENCHES OR EXCA VA 7701V FIVE (5) FEET OR DEEPER. � ----- ROUGH GRADING LINE SECTION -ASHE ROAD 1111111�tll`\ (ARTERIAL W BIKE LEMNU SCALE: 1" = 5' 1 .paacu.,u,wc PROPOSED PA PACHEGO ROAD 16* � � D VAR /ES 6' TO 7' VARIES 9' TO 10' 19 20 21 22 FAlRiAE� W RpAp LANDSCAPE LOT Tjos R2. � 24 19 4.loc PROPOSED o f1l_� 0 8, I 6' BLOC 30 � 29 28 p 27 � q 26 �., � p p 23 � BACKFlLL UPON M� � ROAD � � HOSKING W � W COMPLETION O PROPOSED 1 m OF WALL 31°� W 34 35 36 3f 5.5 Cf�1BINA17aV � z• 2' 0 33 s SIDEWALK o COT ECEVAT/ON � � McKEE GELD 2� � !S T HWY. PU�IP0T c� � � 5 119 3 N C�VT� � a 2% s � W z la5 � n� CURNOW 0.5' 2 0 7 ' L l]QN: Q o s W THE NORTH HALF Of THE SOUTHWEST QUARTER 8 N 10 � 11 12 � � SECTION 34, TOWNSHIP 30 SOUTH, RANGE 27 EAST. N M.D.6A.; IN THE CITY OF BAKERSFIELD, COUNTY OF KERN. F I 77A7 ACRES WITHIN TRACT CONTAINING 233 BUILDABLE LOTS. �� i[:] �s !��S Fi]',� %E 15 14 11 13 118 1 11 1 24. PA VEMENT PREPARA ITCH - GROUND SURFACES SHOULD BE SCARInED �' OF PAVEMENT FS , FINISH SURFACE EASTINC GROUND O NTH CURB AND GU l lER TWE'L WE INCHES BELOW THE GRADING PLANE IN CUT AREAS OR TWE'L ME INCHES BELOW EXISTING GRADE IN AREAS TO RECEIVE_' FILL. COMPACTION TO TOP OF CONCRETE OE OILER- EXCAVATION FP 34 7.90 PROPOSED PAD EIRE. - -° - -" -°' "- �°° EXIST. RIGHT -OF --MAY IN PROPOSED PA MEMENT AREAS SHOULD BE A MINIMUM OF 9OX OF THE FL FLOWUI+IE FF FINISH FLOOR - 35 }.,� �!T %AS- GRADED PAD ELEVATION ---- - - -- - t�NTERUNE OF SIREET' MAXIMUM DRY DENSITY AS OBTAINED BY ASTM TEST METHOD D1557 -78, CL CENTERLINE FC FINISH CONCRETE .51 A. MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY MANUFACTURER MANUALS. METHOD A. AND SHOULD EXTEND TO A MINIMUM DISTANCE OF TWA FEET BEYOND TIME OUTSIDE EDGES OF PAVEMENTS. E DGE ELEV ELEVATION GB GRADE BREAK Co USE ELECTRIC EQUIPMENT FOR CONSTRUC`nON WHENEVER POSSIBLE IN LIEU OF DIESEL PROPOSED {UTTER FLOWLiNE ELEV. -- -- - ----- - - ----- -- -- -"� PROPERTY LINE / RIGHT -�OF-WAY OR GASOLINE PONFRED EQUIPMENT. �tE MATCH EXtST`VG GRAM FP FINISH PAVEMENT EXCESSIVE AMBIENT POLLUTANT CONC EV 7RA T70NS SUCH AS "SPARE- THE -AIR" DAYS AS PAD {X'ACTION T5 25. AN OSHA PERMIT IS REQUIRED 16HEN I RKERS MUST ENTER TRENCHES OR EXCA VA 7701V FIVE (5) FEET OR DEEPER. � ----- A - E. ENCOURAGE CONSTRUCTION EMPLOYEES TO CARPOOL OR USE SHUT7•LE TO RETAIL PROPOSED LANDSCAPE ELEV. _ _ a STt I fAmt - - - - - S`ECTIt)N UNE P FINi51X0 GRADE 26 SUFFICIENT ACCESS TO THE EXISTING AND ABANDONED WELLS SHALL BE MAINTAINED 1 0.31z DIRECTION AND PERCENT OF SLOPE TYPE "A" CATCH BASIN WITH 15 'WIDE FOR DRAINAGE OPENS UNLESS OTHERVISE NOTED TRACT BOUNDARY • •• •- •� •• •• •• •• •� •• PHASE BOUNDARY 40mmommommompams ......... ,a,mm mom ummmmmm� ,mom Milan mlw�� mamma 4=00 Now ollms emen umm Nam onsm mam mmmm� ammo mam TRAFFIC INDEX TABLE IN ORDER FOR THE DIVISION OF GAS, OILS AND GEOTHERMAL RESOURCES (DIV4901V) 71 McKEE ROAD TO IN V IES 77GA T E THE C:OND1 T ION OF THE WELL HEADS AND CHECK FOR LEAKAGE. MOUNTAIN RIDGE DRIVE 6 IF ANY REASANDONMEN T5 ARE REQUIRED, 7HE DI VISION SHALL FURNISH THE 8.5 LOCAL STREETS NECESSARY SPEOIFICA 1101VS 70 THE PROPERTY OWNER. 3: 27. AT THE IN177AL CONS TRUCT1ON MEE77NG PRIOR TO GRADING AC77W 71ES, ALL UNIT 4: CONSTRUCTION WORKERS MUST BE INFORMED AS TO TIME SYMPTOMS OF VALLEY FEVER. LOTS 2& THE CONTRACTOR SHALL COMPL Y Wl7H TIME GUIDE FOR ASSESSING AND MITIGATING AIR QUALITY 46 LOTS IMPACTS (GAMA01), JANUARY 1 a, 2002 REV4StON, GUIDANCE DOCUMENT WHICH LISTS THE PROPOSED FOLLOWING MEASURE'S AS APPROVED AND RECOMMENDED FOR CONSTR'UC77ON AC771477ES WITHIN 12. THE SAN JOAQUIN VALLEY AS FOLLOWS. - .51 A. MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY MANUFACTURER MANUALS. 1 B. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME. U) w Co USE ELECTRIC EQUIPMENT FOR CONSTRUC`nON WHENEVER POSSIBLE IN LIEU OF DIESEL OR GASOLINE PONFRED EQUIPMENT. D. CURTAIL USE OF HIGH --EMI TT1NG CONSTRUCTION EQUIPMENT DURING PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT CONC EV 7RA T70NS SUCH AS "SPARE- THE -AIR" DAYS AS DECLARED BY THE SJVAPCD. E. ENCOURAGE CONSTRUCTION EMPLOYEES TO CARPOOL OR USE SHUT7•LE TO RETAIL ESTABLISHMENTS A T LUNCH. 29. PRIOR TO SITE GRADING, SUBDIVIDER SHALL HAVE A PRECONS7RUC7I01V SURVEY CONDUCTED Z TO SEARCH FOR NA 77 V KI T FOX DENS. SURVEY SHALL BE SUBMITTED TO THE PLANNING wt 2ilx DIRECTOR FOR REVIEW PRIOR TO GRADING. THE APPLICANT MAY BE SUBJECT no SPECIAL 'W 0- I NO71FICA 7101V REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND CONTAINING DENS: °L W W p 30. PRIOR THE APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SUBJECT TO THE MIGRATORY BIRD TREATY ACT INCLUDING THE SWANSON HAW DURING THE RAPTOR NES77NG SEASON (FEBRUARY i I I THROUGH SEPTEMBER). IF CONS71RUC710NV IS TO OCCUR DURING RAPTOR NESTING /BREEDING SEASON t I i (FEBRUARY 7HROUGH SEPTEMBER) NO CONVS7RUC7701V ACTIVITY SHALL TAKE PLACE W774IN 5070 FEET OF A ACTIVE' NEST. TREES 70 BE REMOVED THAT CONTAIN NESTS SHALL BE REMOVED ONLY DURING NON - BREEDING SEASON (OCTOBER THROUGH JANUARY) 31. THE PRESENCE OF ANY PREWOUSL Y UNIDENTIFIED PROTECTED SPECIES 14HICH ARE NOT ADDRESSED IN THE MBHCP, INCLUDING THOSE (PROTECTED UNDER THE FEDERAL MIGRATORY BIRD TREATY ACT, SHOULD BE A VOIDED AND EVALUA TED BY A QUALIFIED MOLOGIST PRIOR TO CONS77RUC770N. THE nS H & WILDLIFE SERVICE (USFWS) AND CALIFORNIA DEPAR TAKEN T OF FISH & GAME (CDFG) SHOULD BE N07lnED OF PREWOUSL Y UNNREPOWED PROTEVED SPECIES. ANY UNANWPA 7ED TAKE OF PRO T EC TED WILDLIFE SHALL BE REPORTED INMEDIA TEL Y 70 THE CDFG AND USF WS. 32. IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCO V IERED DURING EXCA VA 77ON AND GRADING ACTT W 77ES ON- SITE", 7HE C 10RACTOR SHALL STOP ALL WVRK AND 77-IE DEVELOPER SHALL RETAIN A QUALIFIED ARCHEOLOGIST TO EVALUATE THE SIGNIFICANCE OF THE FINDING AND APPROPRIA 7E COURSE OF AC770N. SALVAGE OPERA 770 V RETIREMENTS IN APPENDIX K OF TIME CALIFORNIA ENWRONMENTAL QUALITY'' ACT GUIDELINES SHALL BE FOLLOWED AND THE TREATMENT OF DISCOVERED NA 7714E AMERICAN REMAINS SHALL COMPLY 4WTH STA 7E' CODES REGULA 71ONS OF THE AMERICAN HERI TAGS COMMISSION. 33. SHOULD HUMAN REMAINS BE DISCOW RED AT ANY 77ME ON ANY PORTION OF THE PROJECT, WC1RK SHALL HAL T AND THE CORONER BE NOTIFIED IMMEDIA TEL. Y (SEC 7101V 7050.5 OF THE HEALTH AND SAFETY CODE). IN THE ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A QUA07ED ARCHAEOLOGIST AND TIME LOCAL NA 71VE AMERICAN COMMUNITY SHALL ALSO BE NOTIFIED. 34. THE CONTRACTOR SHALL COMPLY NTH SAN JOAQUIN VALLEY AIR POLLU77ON CONTROL DISTRICT (SJVAPCD) REGULA 7701V VIII, DUST CONTROL MEASURES 70 ENSURE COMPLIANCE SPECIFICALLY DURING GRADING AND CONS7RUC770N PHASES. THE MI77GA 7101 MEASURES TO BE TAKEN ARE AS FOLLOWS: 0 A. WA 7ER EXPOSED SURFACES (SOIL) THREE- 71MES12)A Y •� B. WATER ALL HAUL ROADS A T A MINIMUM OF THREE TIMES PER DA Y. 0 C. REDUCE SPEED ON UNPA VHE'D ROADS TO LESS THAN 15 MILES PER HOUR. D. STABILIZE ALL DISTURBED AREAS INCLUDING STORAGE PILES, WHICH ARE NOT BEING AC77 MEL Y W U77LIZED FOR CONSTRUCTION PURPOSES USING WA TER OR BY COVBERING WITH A TRAP, OTir-rIER SUITABLE CO WR OR VEGETA 71 VIE GROUND COVER. E. CONTRROL FUGI77ME DUST EMISSIONS DURING LAND CLEARING, GRUBBING, SCRAPING, EXCA VA T10N, LEVELING, GRADING, OR CUT & FILL OPERA 7101VS WTH APPUCA 71ON11 OF WA 7ER OR BY PRESOAKING. W F. MEN 7RANSP0R 77NG MA TERIALS OFFSI TE, MAIN TAIN A FREEBOARD LIMI T OF A T LEAS T SIX INCHES AND CO VcR OR E T Ec-mn Y WET TO LIMIT VISIBLE DUST EMISSIONS. x a LIMIT AND REMOVE THE ACCUMULA 77011 OF MUD ANDIOR DIRT FROM ADJACENT PUBLIC � ROAD W4 YS A T THE END OF EACH W KDA Y. (USE OF DRY ROTARY BRUSHES IS PROH18I TED EXCEPT IWEN PRECEDED OR ACCOMPANIED BY SUFFICIENT WET7ING TO LIMIT WSIBL€ DUST EMIS901VS AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN). H. STABILIZE TIME SURFACE OF STORAGE PILES FOLLC7IWNG THE ADD7710N OR REMOVAL OF MATERIALS USING WATER. 1. REMOVE T RA CKOU T W1-IEN IT EX TENDS 50 OR MORE FEET FROM THE M TLS` AT THE END OF EACH WORKDA Y. J. CEASE GRADING AC77W 77ES DURING PERIODS OF HIGH WINDS (GREA7ER THAN 20 MPH OVER A ONE -HOUND PERIOD). K. ASPHALT - CONCRETE PAVING SHALL COMPLY WITH THE SJVAPCD RULE 4641 AND RES T1RIC T USE OF OF CU78ACK, SLOW -CURE AND EMULSIFIED ASPHAL T PA YANG MA TERms 35 SURFACE DRAINAGE TO BE .ONE (1X) PERCENT MINIMUM, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. 36. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE N1 T H CHAPTER 33 OF THE C.B.C. 37. NO WORK SHALL BE PERFORMED INSIDE CURRENT CAL TRANS RIGHT OF WAY UN 77L AN ENCROAHMENVT PERMIT IS OBTAINED. 36. IF TIME PROJECT IS SUBJECT TO THE PROVISIONS OF THE NA 710 VAL POLLUTANT DISCHARGE ELIMINA 77 ON SYSTEM (NPDES),, A "NOTICE OF INTENT" (NOI) TO COMPL Y WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE' STORM WA TER ASSOCIA TED WITH CONS 7RUC77ON AC77W TY (WQ ODDER NO. 92- 08 -DNO) MUST BE FILED Wl TH S TA 7E' WA 7ER RESOURCES CON 71ROL BOARD IN SACRAMENTO BEFORE 7HE BEGINNIN G OF ANY CONS IRUC7741V AC77V4TY. COMPLIANCE 107H THE GENERAL PERMIT REQUIRES THAT A STORM WA 7ER POLLU 77'00V PLAN (SKPPP) BE PREPARED, COIVI 77NUOUSL Y CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPEC770N DURING NORMAL CONS7RUC`7701V HOURS. 39. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED 107HIN EXISTING ACCEPTED STREET RIGHT OF WAY UNLESS SECURED BY A SUB&14901V AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ES77MA TE FOR THE WnRK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 40. DUST CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CON 7ROL PLAN (DCP) FOR THIS PROJECT FROM 7HE DEVELOPER, AND SHALL KEEP A COPY ON 517E A T ALL TIMES FOR TINE DURA 7701V OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 41. STORM WATER „POLL U7701V., PREW NTl CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WA TER POLLU7I01V PREVENTION PLAN (SWPP) FOR THIS PROJECT FROM 7HE DEVELOPER, AND SHALL KEEP A COPY ON SI7E AT ALL TIMES. FOR THE DURA nON OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY 107H THE PROVISIONS OF SAID PLAN. 0.31z DIRECTION AND PERCENT OF SLOPE TYPE "A" CATCH BASIN WITH 15 'WIDE FOR DRAINAGE OPENS UNLESS OTHERVISE NOTED TRACT BOUNDARY • •• •- •� •• •• •• •• •� •• PHASE BOUNDARY 40mmommommompams ......... ,a,mm mom ummmmmm� ,mom Milan mlw�� mamma 4=00 Now ollms emen umm Nam onsm mam mmmm� ammo mam TRAFFIC INDEX TABLE ROAD 71 McKEE ROAD 6 MOUNTAIN RIDGE DRIVE 6 ASHE ROAD 8.5 LOCAL STREETS 4.5 s= s �� se - s s M am= ara4 s as s - 47 1 48 t 45 , 44 , 43 t 42 41 40 �t ! I i I i I , t / t i t I i t 2 I 137 1 36 t t 133 T a i' t m 2 ' f F 28 UTURE COMMERCIAL -� -- -- -- -- -- -- - ---- �- _ __ .� an 3 MAINE _ _ _ U N _ _ AVENUE �---- -- 8 t 8 t � � 4 t i 7 8 8 10 11 12 13 14 ,� ,� i i ! i i t +i 4 17 5 i 1� '20 i '�! ! , i 24 , V MEN- 31 7 2 r 0 41 ! 12 g i o 3 ! 44 43 ! t 1 2 3 13 11 ! tt ? 18 17 30 s 10 1l� - i t SAM i �i Sri T- R EE� ! t T � - 6 31 4 14 , j 1 ' 38 38 I ? 1 ' r 36 r � 44 i 14 W1... i _3 5 15 YsTR s 4 1-- 13 13 t i t 34 1 33 38 31 30 QS 28 1 ! 48 3 18" HILLS 18 DRIVE 30 B"um_ SIWT 39 Z r � r n 24 I t $ • 43 4 10 18 ► + i t ! t ! F" M _ 29 i r t ! ! 12 31 l u 3 � r 1 13 i2 1 1d 9 Q 1 i ? ' ' I M s , � } t M ' -- Q10EC�_L t� r r c� t r , r � 4 _- ,�, 13 _� __ __ _1 W i 3 i THORTON A -- �+••.� 17 '�--�_ 35 I-T_ 14 A 27 ' 26 ' 25 >_ 34 ' ! i t i ! , t I 1 iR �i , 23 , , 21 , , 18 t 18 , 17 18 i ' ' + 1 xr I ! r 18 i 2V1 i 21 r 22 ! I t 24 t i M t t 18 f 18! 27 /29 20 l 1 , ♦ R 30 t 31 8 1 2 3 + 4 1 is '7 ! ! ' i i t t t t r 8 � S t 18 i � 110 11 !12 113 !14 t18 ! 18 11, '0i, 8 8 , ? 1` _- .�._ -t_j_ E - CAPE_ _COD AV E N U E � 18 i 1 8 87 88 E 86 t* 1 i IV i I T 2 24 , 23 24 <28 t ! ! 18 17 12 i 28 28 20 4 t s ' t ! � i t :21 31 3'Z 33- - 22 � r t ... ISO !t i 1 t 131` 38 t r 37 38134 --a- -- i 3 1g O t t 83 ! 1 t t r 4 = i ' Lv __ __ _�r 2 Ll- AW 3 I 4 _ P OVt_ ET0 W N AVENUE ;--__ m 1 i =I W t .% i � t !�4 i 3,3 t 82 ! 81 l� ! Sp t 401 48 t 47 t 10 1 45 t 44 i 43 14 , t 18 1 W 1 i 14 I I i t I I I i t I I I ! I ! , ___j _ _ i .--.t --` �-" M-44-- OKEMO E 13 ' , r t i i ! t i t t ' #7 30 ! - -- WAY °�'° �__-__ - - ' ` M ` 22 ' 23 ' 24 ' 28 r i � ' � � � ` � `� � � � � � i ' - - - - ' r17 i � 14 � is � T 40 ' } � J� T _ ! W -- _-_- - U) __ __ _� __ _ _ A V E N U E 48 z -- _' - 38 00 43 1 42 doom do t , -- - t"" 13 38 ! 37 i t J% ! I I lu 32 t 33 134 135 i t ' 37 I 41 � t i 47 44 ! WW ! t 1 i t 1 � i t i I , -m 53 1 � 1 tL' t t z , t 12 - 10 ! 11 '� 13 F- 2 3 4 S 8 ? 8 8 W _ - --- f z HATCH1MLl.E ,. '' 18" AVENUE 14 38 _- ! _ --- _ 12. � -- -- i _ n 2 W 20 J 37 - - ----1 W 1�1 ' t NOT A PART _- --- -;---- ; - - ---� t 18 t 17 ' 20 ' + 4 -r ! 27 W !- t memo I I � 42 _ _ ' " 1 35 ,� \` A SUMP 26 LA. Z3 r _7R. 601 ,f TRACTS 6787 & 8758 TAFT HIGHWAY SR -119 t 97 2 94 fl 6 z In C1 �' z T' ,8 F 77 7 WHITE WHEAT AVE. VICINITY MAP, NO SCALE PROJECT AREA: 77.07 ACRES HCP AREA.* 76.21 ACRES LOT TABLE: PROPERTY LIME UNIT 1: 41 LOTS UNIT 2: 45 LOTS UNIT 3: 50 LOTS UNIT 4: 51 LOTS UNIT 5" 0 46 LOTS TOTAL: 233 LOTS ASH TU Y 1 a - _ i ( Al PxlXRT)l • i i I i i I i i i i i i �, KEY MAP STORM DRAIN SCALE: 1 " =200' a ■ 1 1 1 1 i 1 1 1 1 1 1 1 `7'.57`7 PROPERTY LIME lommolusAlmmmomm Maw soon SEEM mm� . a2 0000 SEES ' 19L ix I I t C4 1 f..go_ _um. 1 PROPOSED ...._ _.a- I 1 12. .51 HOUSE 1 U) w Z wt 2ilx 0W 'W 0- I °L W W p 0 cr t0- i I I D�- CO t I i ASH TU Y 1 a - _ i ( Al PxlXRT)l • i i I i i I i i i i i i �, KEY MAP STORM DRAIN SCALE: 1 " =200' a ■ 1 1 1 1 i 1 1 1 1 1 1 1 `7'.57`7 PAD COMPACTION 30 30' 80' VARIES VARIES LIMITS PAD CCMPACnON UM1 TS wi . w 15' 10' f 20' 10' 15' V) Q FILL PLACED IN I 1 1 �.. -----FRONT YARD AFTER -� 3c:l SWALE CONSTRUCTION 2, 0r 1Z MIN, 15% MAX FINISHED PAD 2' 4Ds 2' 1 FINISHED PAD I f e� ZZ-ZI-A 2 -- -D., 2- OX 2.0,x' O VEREXCA VA 77ON ROUGH GRADE LINE (SEE NOTE 23) 0.4 OVEREXCA VA 7701V 0.4' PROPOSED 4.5' COMBINATION SIDEWALK (SEE NOTE 23) EXIST. GROUND VARIES ROUGH GRADE LINE IS PROPOSED CURB & GUTTER AT 0.2 BELOW FLOKINE ELEVA TION SEC11ON A 2 TYPICAL ROUGH GRADING SECTION (609 R/W) HORIZONTAL SCALE: 1"" = 20' VERTICAL SCALE: 1" = 5' PAD COMPACTION LIMITS FINISHED PAD (SEE NOTE 23) OVEREXCAVATION R. n A e%^ A AM w ^1"^k t Jot 30' 80' 20' 20' PAD COMPA C 77ON LIMITS FINISHED PAD 1 OVEREXCAVATION (SEE NOTE 23) PAD COMPACTION LIMITS WI 15' 10' � 20' 100 15' J LIMITS I i <[ FILL PLACED IN 1 EXIST. GROUND VARIES 1 Q 1 I -- '��FRONT YARD AFTER �I SWALE CONSTRUCTION 20 -. °- � � 1Z MIN, 15% MAX FINISHED PAD • ' 1 FINISHED PAD ... ... ... .� �.° °" .� -. 1 2 40 2 I 2-- 2. 0,,gov- 2.0% 2.070 X2.0 O.4 ROUGH GRADE LINE a4* PROPOSED 4.5' COMBINATION SIDEWALK ROUGH GRADE LINE IS PROPOSED CURB & GU T TER AT 0.2 BELOW FLOWLINE SECTION /oBm**N ELEVA TION TYP! SAL ROUGH GRADING SECTION (609 R/W) HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' PAD COMPAC7ON 30' 30' PAD COMPAC701V LIMITS LIMITS wl 15' 10' 20' 10' 15' V) FILL PLACED IN f 0 1 1 -�� FRONT YARD AFTER �I %.1 SWALE C0NS7RUC770N cr 1X MIN, 15X MAX FINISHED PAD I 2 • 40' 2 ° I FINISHED PAD I 2 0% 2-- .....� (SEE NO 7E 2J) REXCA VA TiDN 0{�REXCAVA 77ON vrcncn�.n rn irvi• (SEE NOTE 23) 0.4 ROUGH GRADE LINE 0.4' PROPOSED 4.5 COMBINATION SIDEWALK ROJ(#1 GRADE LINE ROUGH GRADE LINE IS AT 0.2' BELOW FLOWUNE ROPOSED CURB &GUTTER ELEVA 77ON SECTION 100C 2 TYPICAL FRONT TO FRONT LOT ROUGH GRADING SECTION (60' R /W) HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' PAD COMPACTION 15' I 15' PAD COMPACTION LIMITS LIMITS W � W 5' 10 � 20 10P Jam, J O f �) 2% LAIN, 4:1 MAX 2% MIN, 4: 1 MAX FINISHED PAD � 2• 40• 2p FINISHED PAD -ZZ2 2' 2 0 2.0% 2.07o --01 ROUGH GRADE LINE OVEREXCA VA 77ON GRADE BREAK (SEE NOTE 23) 0.4 0.4' PROPOSED 4.5' COMBINA710N SIDEWALK ROUGH GRADE LINE IS ROPDSED CURB &GUTTER AT 0.2' BELOW FLOWLINE ELEVATION * THIS IS ONLY A ROUGH GRADING LINE. SEC-noN SEE STREET IMPROVEMENT PLANS FOR 2 FINAL DESIGN. TYPICAL SIDE TO SIDE LOT ROUGH GRADING SECTION (60' R/W) HORIZONTAL SCALE: 1" = 20' PROPOSED VERTICAL SCALE: 1" = 5' R/W VARIES 48=52t 14' VARIES 34' -38' 3' ft' 1 Lu PROPOSED 6' BLOCKWALL I g' o Y � BACKFILL UPON I W W COMPLEiTON � m � PROPOSED p PROPOSED 5. OF WALL 5 COMBlNA770N a 4 SIDEWALK � FRB AND GUTTER LOT ELEVAT/D 2p 2p 2' a � PRQPOSED �a 0.5' MIN. a7* RDUGH GRA(7�NV utv� SEC'nON-McKEE ROAD (COLLECTOR) � �N SCALE: 1" = 5' (SEE NOTE 23) OVEREXCAVAT/OW 0 McKEE ROAD J IOVFREXCAVA7lON (SEE NOTE 23) OVEREXCA VA 710N (SEE NOTE 23) PAD COMPACTION LIM17S FINISHED PAD La 0 I-- v, o v VARIES 8' -48' Q 3i 'L 2' I 1 PAD ELEVA 77ON 2% 2% PAD ELEVA 77O 2.1 SLOPE SECII ON E SCALE. 1 " -5' 2 TYPICAL FOR ADJACENT LOTS W TH AN ELEVA 770YV DIFFERENCE DF 0.3 FT. OR GREA TER. lip BLOCK WALL 6' �\ BACKFiLt UPON ---� COMPLETION 2' OF WALL 2• 2, lot R 5' EXlS17NG GROUND � � LOT ELEVATION 2 (CUT PAD) 2.-1 FILL SLOPE SECTION G SCALE: 1"=5 (INTERIM GRADING BETWEEN PHASES) PAD) EXISTING GROUND 2: 1 FILL SLOPE R LOT ELEVATION PADS EXISTING GROUND 2:1 FILL SLOPE 34' VARIES 2.OX --3.0 OVEREXCA VA T1 ON (SEE NO 7E 23) 21MIN 4. 1 MAX 0.6' BELOW ROUGH GRADE LINE FINISHED GRADE Iz z OZ 1.4 EX /S7. p,� AMEN ...,,,, SEE TR, 6290 T STREET' IMP�p ��E11� T PLANS SEC11QN \ZO/ TYPICAL ROUGH GRADING SECTION 0 MOUNTAIN RIDGE DRIVE (COLLECTOR) HORIZONTAL SCALE: 'In _ 20' VERTICAL SCALE: 1" = 5' BUILDER FENCE 2, Zx EXISTING GROUND TRACT 6757 PAD ELEVA n0N MATCH EXIST�'NG GRADE `L• TRACT 6757 PAD ELEVA 77ON SECTION SCALE: 1 „�• 5' R BUILDER FENCE 2' .. 2 FUTURE TRACT 6758 -..-- PAD ELEVA 77ON 9 EXIS TING GROUND MATCH EXISTING GRADE BUILDER FENCE 2' 2% ? R BUILDER FENCE 2' I PAD ELEVA nON PAD ELEVA 77ON R 2' � EXtS7iNG 2% � 2% PAD ELEVA 170N QRACT 6491) PAD EL£VAT7 2.-1 SLOE PROPOSED R/W 2' I 2:1 SLOPE EXISTING GROUND EXISTING GROUND 2.1 FILL SLOPE monON rK o SCALE: 1n=5AV ' R 2' EXlS77N6 � PAD ELEVA 77ON � (TRACT 6491) 2X 29; PAD ELEVA 170N Z i SLOPE SECTION SCALE: 1 29=5' 2 14' 3' _ 11' i Lu � LOT ELEVATION 2� (FILL SEC TION SCALE: 1 " =5' 2 i VARIES 34' --38' Q I� f 3' 4 $� PROPOSED o PROPOSED i W 5-5' COMBINA T70N 4 SIDEWALK , CURB AND GUTTER d 45' 2, a. 34' VARIES 2.OX --3.0 OVEREXCA VA T1 ON (SEE NO 7E 23) 21MIN 4. 1 MAX 0.6' BELOW ROUGH GRADE LINE FINISHED GRADE Iz z OZ 1.4 EX /S7. p,� AMEN ...,,,, SEE TR, 6290 T STREET' IMP�p ��E11� T PLANS SEC11QN \ZO/ TYPICAL ROUGH GRADING SECTION 0 MOUNTAIN RIDGE DRIVE (COLLECTOR) HORIZONTAL SCALE: 'In _ 20' VERTICAL SCALE: 1" = 5' BUILDER FENCE 2, Zx EXISTING GROUND TRACT 6757 PAD ELEVA n0N MATCH EXIST�'NG GRADE `L• TRACT 6757 PAD ELEVA 77ON SECTION SCALE: 1 „�• 5' R BUILDER FENCE 2' .. 2 FUTURE TRACT 6758 -..-- PAD ELEVA 77ON 9 EXIS TING GROUND MATCH EXISTING GRADE BUILDER FENCE 2' 2% ? R BUILDER FENCE 2' I PAD ELEVA nON PAD ELEVA 77ON R 2' � EXtS7iNG 2% � 2% PAD ELEVA 170N QRACT 6491) PAD EL£VAT7 2.-1 SLOE PROPOSED R/W 2' I 2:1 SLOPE EXISTING GROUND EXISTING GROUND 2.1 FILL SLOPE monON rK o SCALE: 1n=5AV ' R 2' EXlS77N6 � PAD ELEVA 77ON � (TRACT 6491) 2X 29; PAD ELEVA 170N Z i SLOPE SECTION SCALE: 1 29=5' 2 14' 3' _ 11' i Lu R/W 8' s VARIES 48=52` Z i VARIES 34' --38' W f 3' 4 $� PROPOSED o PROPOSED i W 5-5' COMBINA T70N 4 SIDEWALK , CURB AND GUTTER d c1c 2, a. �-� 1 PROPOSED O 2Z PA VEMENT ac 2 4. M.... 2' x z COMPLE77QN I PROPOSED o 0.7 ' GRADING SE T1 ON "" /OPO LINE SCALE: 1 = 5' k 2 cL 11' 21' 10' LANDSCAPE LOT PROPOSED R/W FINISHED PAD I f 2' 40' 2' � � FINISHED PAD eft 2:1 FILL SLOPE z- 2 � � 2.0%�I 2% Ai/N, 4: l MA 2. D�` � I 2.0% I 2 0� � 2.°� MIN, 4: 1 MAX OVEREXCAVA 77ON (SEE NOTE 23) � 4 ROUGH GRADE LINE* 0. 4' GRADE BREAK *ROUGH GRADE LINE ROUGH GRADE LINE IS AT 0.2' BELOW FLOWUNE ELEVATION *THIS IS ONLY A ROUGH GRADING LINE. SEE STREET IMPROVEMENT PLANS FOR FINAL DESIGN. SECTION toEt"�N 2 TYPICAL FRONT TO SIDE LOT ROUGH GRADING SECTION (60' R /W) HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1'f = 5' PROPOSED R/W VARIES 48=52` Z i VARIES 34' --38' f 3' 4 $� 1 i I Lu d PROPOSED 6' BL OCKWALL 8' 1 O 1 ac o x z COMPLE77QN I PROPOSED o PROPOSED OF WALL i 5.5' COMB/NA 710N o SIDEWALK I PROPOSED CURB AND GUTTER o 5.5 COMBINA 77ON SIDEWALK 2 cL f 5 , 2' I 2 29 PROPOSED VARIES VARIES PA VEMENT 1.5,T TO 2.8.9 1.5X TO 2.8Y V) = UNDER CON57RUC77ON -`" 1 SEE q _TR._6332 STREET IMPROVEMENT PLANS IS 2p °' S 2' LO.7 ROUGH GRADING LINE 2. 1 SLOPE PROPOSED PAVEMENT ,�� (COLLECTOR) T 4:1- 1111 wow ECIS7TNG GROUND 2% SCALE: 1" = 5' 2 0.5' ROUGH GRADING LINE 0.7' sEc-ngN rp"%* SCALE: 1 " = 5' Q- PAD COMPACTION 30' 15' PAD COMPACTON LIM1 TS LIMITS w Iw 15' 10' 20' Of lD' 5' FILL PLACED IN 13 Q 1 FRONT YARD AFTER Q I SWALE coNSTRUO 770N 1% MIN, 15Z MAX � FINISHED PAD I f 2' 40' 2' � � FINISHED PAD eft 2:1 FILL SLOPE z- 2 � � 2.0%�I 2% Ai/N, 4: l MA 2. D�` � I 2.0% I 2 0� � 2.°� MIN, 4: 1 MAX OVEREXCAVA 77ON (SEE NOTE 23) � 4 ROUGH GRADE LINE* 0. 4' GRADE BREAK *ROUGH GRADE LINE ROUGH GRADE LINE IS AT 0.2' BELOW FLOWUNE ELEVATION *THIS IS ONLY A ROUGH GRADING LINE. SEE STREET IMPROVEMENT PLANS FOR FINAL DESIGN. SECTION toEt"�N 2 TYPICAL FRONT TO SIDE LOT ROUGH GRADING SECTION (60' R /W) HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1'f = 5' PROPOSED R/W VARIES 48=52` 1 McKEE ROAD l4' VARIES 34' --38' f 3' 11' i Lu PROPOSED 6' BL OCKWALL 8' O 1 ac BACKFILL UPON 1 W z COMPLE77QN I PROPOSED PROPOSED 1 OF WALL W 5.5' COMB/NA 710N o SIDEWALK CURB AND GUTTER D LOT ELEVA 77 2' 2' 2 cL f 5 29 PROPOSED VARIES VARIES PA VEMENT 1.5,T TO 2.8.9 1.5X TO 2.8Y V) = UNDER CON57RUC77ON -`" 1 SEE _TR._6332 STREET IMPROVEMENT PLANS a5 2p °' S MIN. 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I __ "" am'"""""T """ ""m '"'O'sawww"aft- ow"w" — -Nftmmmumom was"a" — 'Am 11 '0 , _!�� wommoomomownwm solaws" 4� 40MOMMENVANNIN� lawass, lows, �� V * - I I I I I t '_1 � * " �___� . \ \ �_' I ','I --\ \ lij on ! V I I la� I "� � I .11 " 1� I \ "V - (�' \\ " 'k 1 1 C-4 _"�t__ ' 'r� \ I L---------, %. I / 2 �"__" , ,�' \ . \ I Q "Au . \ , ill \ I U)Zi I I I / 1 V+ I . I I I I I I I !. N N N, \ *419 I -OWA doom I I I I f ' . w1j,' I f I 11 ' V I W* I 00 4Z5 - � \ N I I , I I , \ - \ . v P2 Ito _� "-'� ;q "' � I A . I � a !q a ■ I 0 "wassaws"wass's •saw" ou� mom 4mm 1 --\ N\--" I % I -%-* I in '11_,_ ■ P (/ I '__� � ",------"\ �t ' . I I I I I i ,fV-- ;; I I CN At I I I g W* I I . � quwa WAWA 1 C'-,4 r- 5 1, I I I "1�11_1 \1 , I'\'\ j\' \ \ )Pe) 1 Olson, mm" i -i a anwo doommomr,o� 11 I Nl� \ � (N P2 1 1 T * '' %J I LM �____" \'_ I 4W ----4 all�� soft "I C I I 0 1 " loossaw--owl". ..' i I L� c4 -NIM ZZ /) 400ma� 1 1 . z '. � I I 00V � 0 � . 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I I j - � I ra", , � I %n I . -, -, - -_ - 1 1 1 I - --:-:7� li I - I'll" % V g I I I I e: I . / I Sco I I I �'� IN, % I IR "___'. - Oct '�'�� 'I ""I'N"' " !q I I lei I I I 1 9C4 1 1 be I . _'. -1-1- - - � I \ I O' QD " ./ , ;;;_��' '"_' - _ -- - -I,-.---.- - _ - -- I ■ I- 11 \I: \ N\ Of I I 1; 1; I I r j -�,--im I I ""\-.-, q L \ CN "44 I v! I I I I ft I I 9 C4 I!? ' " " m - ez Nv, Co a I -1, J I g C4 d � &" ----N z S t_', 11 • I "\ IN ent4e) I 11 - � i, i. I a 'I-, . 9 ,-- \ N �! I I \ 1 I i, \ i CbR111 0 a I 'FS I Z ;; I a ____ - - - -MMONOMMON� swoop mom mommillowwwwwwwassaws, allows, allows, R 1 '-%v , 'i k . A� t 1, N \ " � ro • I I z I . 0 1 1 ... .1 11�_ \ � I 46� " * \ \ :9 11, \ 5"t -i - - -x- - - �- -:j � t". Cb I .�'� wal . , �' \ z �t "--"" IV: _� k / � 11 m I -11 I � °X ' / I - \ � I \ '� R "k � I 0 I C'D I , I k I I �__ i 14 , / . I . , n � / "I _. 11�. m i I I I I . I . 11 A " I ;I I - , , , - -1 w 40M. ---- . - ! I \ - � %, .: ,'. li, ;; I T. 1, I m- " I i A i 1. ' \ " '11-N , . ' I I oo I I k a . 4 oft= ' I I t .Z 'I 1 ;4 14 R" 1 lk I I --- 1`13 \11 `� I I 1, I "� mmwmm am" allow 40="Eommmm� mom soup % ""� " " I , 141- . if '� 6 Iss" - - I TSZ 0 7 \ I \ ob 4 1 • 1 ) � P 1 _`__ .D- r Man, . -a" amom 1. I -_ I x I I ' _"'_'�� . % \ - I � -ft- amw-m-m� moomm, mom mommomewwwwwwwwwwwoo ema . " I I � � " i I I - \--, - - -------------- . I 11 "� wwwo`� -1 11� 1% a - •_j P2 - - � � � / - I ""�' \ t aw"woolow........ wass,, allows, .1e .4 P CR CN n ,,., �' '4 f f , / t % N ;i __ I ir -W I I ;_� f i I I , % I f _�_' " f1r) I 11 C) 1111111WAM - - (;� k 'S' til " " . - - Y� ____'� I I 1� � ommummomm� "mass � allows moo= � I.O. - I 9 - 1 1 I -11 \ 11 "'N11-1, I " \ \ . 11 1� ; iz / NlVba I � I \ -"\7- 1 \ x I S / I 0 L_ _c - - * - L - - - - - _j / I . U-) V I I I0- - - — - .%. � � �-- � - - - -- _2� 1� . - _� - I - '---"4 \ 1:\ " CD I < 11 - - =on "011, I a ---\I I I '* I -- I .11 \ ."+ Ln' u � " I , \ In 3. VI - - - it) I I /�5. I'-- \ � ,011111111, __ I - --- - - I I � I 4t I . . I I - t I �. ! t \ loommmmil!;Po)w - ___ - =11111111111017 " I k *4A4 .� I Go I � 4b Zgz,Q I ; I Of I I :� 1__' " I I , - I I a � . 1\1 AW El N ik 1% I . iq 4;:v _\ — -_ -_ I I 7 rfw- . I A % i I 1; v I. I " \ - *S 11 7 1 \ "IN \ I a n I lb- C4 ?") Nivsa "... -t " *1 - I . I ' �111." Pi I " 0 " �' -, m .^ \ - % I - � '"t a— n— - —_ I �' r I . :t J;0000 , \ 1. 0 #$-OC I i I _" % I I % \ \ . L - a W.-t ;; ff-il. I I 1�1 n_ I I [A I !i a I I - ,'*" �. -\� a I -V,.." 0 - I --,, �`` 11 � I I %"P W I IV- m L I � -- --- It---" - �11 i 1c; C*4 re) I I z I Pla, I" f � V_ �'_�'�' 8 . , - / \0 '*'11 I - --, IN I .* I � -OW""l I *K Z>.L C4 1__1,__1_'_ P_ 0 1 - \I 1\ \ \' 14D ""' N \ I Jll v I I I 1 1 - ___�� ' P_ - 1_ a nk C4 11 41N � %'� A Ul) 0) \ . 11 I I " mom asuo t............................... . . . .-�— ' !q 1 N 1,121\1 1% I 0 11 - - -3W. "IL.�,7...�. ;. OMNI& 1;9 '1111111110, C4 A - 3� 1q \ \'�' . �' 14 V � i I - . . ....... 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