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HomeMy WebLinkAbout1.7-7161 2 & 5 Asbuilt As-Graded Grading PlansGRADING N07ES 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARDS PERTAINING THERETO (APPENDIX J CBC 2007) AND SHALL BE SUPERWSED AS ENGYNEERED GRADING IN ACCORDANCE 10771 CITY OF BAKERSFIELD ORDINANCES. 2 7HE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND C0NS77RUC770N TO INSURE COMPLIANC W7'TH THE PLANS, SPECIRCA 77ONS AND CODE WI THIN HIS PURVIEW. J. THE SOIL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED 24 HOURS PRIOR TO PLACING ANY MATERIAL. 4. CON TRAC TOR AGREES 77-IA T HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE COND177ONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,- THA T THIS REQUIREMENT SHALL APPL Y CON77NUOUSL Y AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OW OVER ARCHITECT AND 77-IE ENGINEER HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNEC77ON WITH 7151E 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 WfTV UNDERGROUND FACILITIES PRIOR TO BEGINNING C0NS7RUC770N AND VERIFY THE LOCA 77ON AND DEPTH OF ALL UNDERGROUND FACIL177ES, INCLUDING 7ELEPHONE, ELECTRIC, WA TER, SEWER, OIL AND GAS LINES. 7HE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON 77-IE PLAN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. (USA 1-800-227-2600) 6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO + OR - D.IO FOOT. IF AN AREA SHOULD BE FOUND TO BE MORE THAN 0.10 FOOT OUT OF LEVEL AF7ER COMPAC77NG AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RE7UlRN AND CORRECT THE GRADING AT NO COST TO THE 0WMVER. 7. THE GRADING CON 7RA C TOR SHALL WA TER AS REQUIRED DURING THE GRADING OPERA 77ONS TO PREVENT 771E OCCURRENCE OF A DUST NUISANCE AND SHALL PR07E'CT CURBS AND OTHER OBJECTS WHICH ARE TO REMAIN. 8. EXCA VA T7ON - EXCA VA 77ON SHALL CONSIST OF ALL EXCA VA 77ON INVOLVED IN GRADING THE PROJECT AS SHOWN ON THE PLANS, EXCEPT ANY EXCA VA 77ON SEPARA TEL Y DESIGNA TED AND PAID FOR AS A SEPARA TF ITEM. 9. EMBANKMENTS - EMBANKMENT CONSTRUCT ION SHALL CONSIST OF CONSTRUCTING LOT EMBANKMENTS, INCLUDING 77-IE PREPARA 77ON OF AREAS FOR WHICH 714EY ARE TO BE PLACED, THE CONSTRUCTION OF DIKES W THIN OR OU731DE THE COVSTRUC77ON AREA, 77-IE PLACING AND COMPAC77NG OF APPROVED MATERIAL I+YJ'7HIN THE CONSTRUCTION AREA WHERE UNSUITABLE MATERIAL HAS BEEN REMOVED, AND 77-IE PLACING AND COMPACTING OF EMBANKMENT MA 7E'RIAL IN HOLES, FOR THE CONSTRUCTION EMBANKMENTS, PREPARING SUB -GRADE AT THE GRADING PLANE, CONFORMING TO 7HE GRADE TOLERANCE, DOING NECESSARY PLOWNG OR BENCHING, IMPOR77NG OR BORROW, PLACING AND COMPAC77NG MA TERIAL TO THE LINE AND GRADES SHOWN ON 77-IE PLANS AND AS DIRECTED BY THE ENGINEER SHALL BE CONSIDERED AS INCLUDED IN THE CON77?ACT PRICE PAID PER CUBIC YARD FOR EXCA VA 770N, AND. NO ADD177ONAL COMPENSA 71ON WILL BE ALLOWED FOR SUCH WORK. 10. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE W1' TTY THE STANDARD SPECIRCA 77ONS OF THE STATE OF CALIFORNIA DEPARTMENT OF 7RANSPORTA 77ON DA TED MA Y 2006, INSOFAR AS THE SAME MA Y APPL Y IN ACCORDANCE WITH THE NOTES HEREON. IN CASE OF CONFLICT WITH 7HE STANDARD SPECIFICA 7701VS AND ANY NOTES HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU OF SUCH CONFLIC77NG POR77ONS. SAID SPECIRCA 77ONS SHALL APPLY BUT NOT BE LIM17ED TO TIME FOLLOWING: A) ALL CONCRETE SHALL BE CLASS "B" AS IN ACCORDANCE W TTY SEC71ON 90 AND SHALL HA VE A T LEAST 2500 PSI COMPRESSI VE S7RENG7N A T 28 DA YS. B) ASPHAL 77C CONCRETE SHALL BE TYPE "B', MEDIUM GRADED, 112" MAXIMUM AGGREGA 7E, AND IN T7MA 7EL. Y MIXED Wi T H 5-7X ASPHALT MEE77NG THE SJVUAPCD RULE 4641 REQUIREMENTS FOR CUTBACK, SLOW CURE, AND EMULSIFIED ASPHALT PA W NG. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON McINTOSH & ASSOCIATES' PLANS, DRAWINGS OR OTHER DOCUMENTS IS PERFORMED BY ANOTHER FIRM, McINTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRA WNGS, OR OTHER DOCUMENTS. 12. McINTOSH & ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNA U 7HORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED, IN WRITING, BY McINTOSH & ASSOCIATES. 13. ALL GRADING SHALL CONFORM TO 7HE RECOMMENDATIONS CONTAINED IN, AND MADE A PART HEREOF, THE PRELIMINARY SOILS REPORTS PREPARED BY SOILS ENGINEERING, INC., JOB NOS. 02 -9968 & 02 -9969 DA TED JULY 18, 2002, AND ALL ADDENDUMS THERETO. IN CASE OF A CONFLICT BETWEEN THE PLANS AND SPECIFI CA 71 ONS, 7HE MORE S T RINGEN T REQUIREMEN 7S WILLL TAKE PRECEDENCE. 14. UPON COMPLE77ON OF GRADING AND BEFORE THE START OF CONS77?UC770N, A FINAL SOILS REPORT SHALL BE PREPARED BY THE SOIL ENGINEER. 15. THE SOIL ENGINEER SHALL REVIEW ALL EXCA VA TIONS PRIOR TO BA CKFILLING AND SHALL BE NOTIFIED OF ANY I7EM ENCOUNTERED DURING THE GRADING OPERA TONS THA T MIGHT AFFECT FOUNDA 77ON 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 GREATER THAN THREE FEET IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. 18. IMPORTED FILL MATERIAL SHOULD CONSIST OF ESSEN77ALL Y GRANULAR, SILTY SANDS WI'77-1 LOW EXPANSION POTENTIAL AND FREE OF GRASSES, WEEDS, ROCKS LARGER THAN SIX INCHES IN DIAMETER, DEBRIS, AND SOLUBLE SULFATES IN EXCESS OF 1000 PARTS PER MILLION. IMPORTED FILL SHOULD CONTAIN SUFFICIENT S1L T AND CLAY BINDER TO RENDER THEM STABLE IN FOOTING TRENCHES AND CAPABLE OF MAINTAINING SPECIFIED ELEVATION TOLERANCES DURING PAVING OPERA 77ONS. IMPOR 7ED SOILS SHOULD ALSO MEET THE FOLLOWING CRITERIA. A) MAXIMUM X PASSING 1200 SIEVE .. ........... ..................50 B) MAXIMUM! LIQUID LIMIT ................... ............................... 40 C) MAXIMUM PLASTICITY INDEX ........... .............................14 D) MINIMUM R -VALUE ........................ ............................... 50 E) MAXIMUM EXPANSION INDEX (PER 1997 UBC STANDARD 18- 2). ........... 20 PSF 19. CLEARING AND GRUBBING - REMOVE ALL DEBRIS, SUCH AS METAL, TRASH, BROKEN CONCRETE, VEGETATION, OTHER BIODEGRADABLE SUBSTANCES, AND UNSUITABLE SOIL FROM AREAS TO BE GRADED. UNSUITABLE SOIL IS SOIL THAT, IN THE OPINION OF THE BUILDING OFFICIAL, SOIL ENGINEER, OR Cl VIL ENGINEER, IS NOT COMPETENT TO SUPPORT OTHER SOIL OR STRUCTURES, OR TO SA TISFACTORIL Y PERFORM ANY OTHER FUNCTIONS FOR WHICH THE SOIL IS INTENDED. 20. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS) SHALL BE SCARIFIED SIX INCHES, BROUGHT TO NEAR OP T7MUM MOISTURE. AND UNIFORMLY COMPACTED TO AT LEAST 9OX OF THE MAXIMUM DENSITY PER ASTM D1557 -78, UNLESS OTHERWISE NOTED. 21. ENGINEERED FILL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHT INCHES IN UNCOMPACTED THICKNESS BROUGHT TO NEAR THE OPTIMUM MOISTURE CONTENT OR TO A MOISTURE CONTENT COMMENSURA TE WITH EFFECTIVE COMPACTION AND SOIL STABILITY, AND COMPACTED TO 90Z OF THE MAXIMUM DENSITY PER AS TM D1557 -07, UNLESS SPECIFIED OTHERWISE. 22. QUANTITIES FOR EARTHWORK - EXCA VA 77ON AND OVER EXCA VA T7ON CU. YD. EMBANKMENT - CU. YD. SE;E NOTE 44) IMPORT - CU. YD. r QUAN7777ES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. IN CASE OF EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT THE ENGINEER SO THAT ADJUS7714ENTS MAY BE MADE. THE CONTRACTOR SHALL NOT USE 7HESE QUAN7777ES TO BASE HIS BID ON. 23. BUILDING PAD PREPARA 77ON - SUBSEQUENT TO STRIPPING, IN FILL AREAS, THE UPPER 12 INCHES OF MA T E'RIAL BELOW THE EXIST 1NG GRADE SHALL BE 0VEREXCA VA TED. AREAS IN CUT SHALL BE 0VEREXCA VA TED TO 12" BELOW THE FINISHED PAD GRADE. AF7ER REVIEW BY THE SOILS ENGINEER THE TOP 12 INCHES OF THE MATERIAL EXPOSED AT THE BOTTOM OF THE EXCA VA 770N SHALL BE SCARIFIED, MIDI S7?JRE CONDI770NED, AND COMPACTED TO A MINIMUM OF 90.E OF THE MAXIMUM DRY DENSITY PER A S 7M D 155 Z BUILDING PADS SHALL THEN BE BROUGHT TO FINISHED GRADE IN ACCORDANCE W77-1 17EM 21 ABOVE. 24. PAVEMENT PREPARATION - GROUND SURFACES SHOULD BE SCARIFIED TWELVE INCHES BELOW THE GRADING PLANE IN CUT AREAS OR TWELVE INCHES BELOW EXISTING GRADE IN AREAS TO RECEIVE FILL. COMPA C 77ON IN PROPOSED PAVEMENT AREAS SHOULD BE A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY AS OBTAINED BY ASTM D1557 -07, AND SHOULD EXTEND TO A MINIMUM DISTANCE OF TWO FEET BEYOND THE OUTSIDE EDGES OF PA YEMEN T S. 25. AN OSHA PERMIT IS REQUIRED W IEN WORKERS MUST ENTER TRENCHES OR EXCA VA 7701V FIVE (5) FEET OR DEEPER. 26.SUFFICIENT ACCESS TO THE EVS77NG AND ABANDONED WELLS SHALL BE MAINTAINED IN ORDER FOR 77-IE DI VISION OF GAS, OILS AND GEOTHERMAL RESOURCES (DIVISION) TO INVES77GA TE 7HE CONDITION OF THE WELL HEADS AND CHECK FOR LEAKAGE. IF ANY REABANDONMENTS ARE REQUIRED, THE DIWSION SHALL FURNISH THE NECESSARY SPECIRCA77ONS TO THE PROPERTY OWNER. 27. A T THE 1N171AL CONS7RUCTTON MEETING PRIOR TO GRADING ACTI VI TIES, ALL CONS7RUC770N WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF VALLEY FEVER. 28. ALL CONSTRUCTION EQUIPMENT SHALL BE TUNED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURE'S SPECIFICATIONS. THE WORK CREWS SHALL SHUT OFF CONS7RUC770N EQUIPMENT *HEN NOT IN USE 29. MONITORING DURING CONSTRUCTION AC R 14 TIES IS NOT RECOMMENDED AT CA -KER -3963, CA- KER -3967, CA- KER -3968, CA- KER -3969. fF HOWEVER, UNRECORDED CULTURAL REMAINS ARE UNEARTHED DURING CON57RUCTTOV, WORK SHALL HALT IN THE AREA UN71L A QUALIFIED ARCHAEOLOGIST CAN ASSESS THE FINDS. 30. IF ARCHAEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED DURING EXCA VA 7101V AND GRADING AC77W TES ON THE PROJECT SITE, THE CONTRACTORIDEVELOPER SHALL STOP ALL WORK AND SHALL RETAIN A QUALIFIED ARCHAEOLOGIST TO EVALUA TE THE SIGNIFICANCE OF THE FIND AND APPROPRIATE COURSE OF AC770N. SALVAGE OPERA 77ON REQUIREMENTS IN APPENDIX K OF THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) GUIDELINES SHALL BE FOLLOWED AND THE T REA TMfEN T OF DISCOVERED NA 71 VE AMERICAN REMAINS SHALL COMPLY WTH STATE CODE REGULA 77ONS OF THE NA 77VE AMERICAN HERITAGE CO4lMISSION. 31. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY TIME ON ANY PORTION OF THE PROJECT SI7E, WORK SHALL HALT AND THE KERN COUNTY CORONER SHALL BE N077FIED IMMEDIA TEL Y (SECTION 7050.5 OF THE HEALTH AND SAFETY CODE). IN THE ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A QUALIFIED ARCHAEOLOGIST AND THE LOCAL NA 77VE AMERICAN COMMUNITY, SHALL BE N071FIED. 32. PRIOR TO ISSUANCE OF BUILDING PERMITS, ALL OIL CONTAMINATED SOIL SHALL BE REMEDIA TED TO 7HE SA TISFAC770N OF THE LOCAL UNIFIED PROGRAM AGENCY (THE OFFICE OF E NW7RONMENTAL SERVICES - BAKERSFIELD CITY FIRE DEPARTMENT) IN COVJUNC77ON W 7H THE STATE REGIONAL WA TER QUALITY CONTROL BOARD AND /OR THE CALIFORNIA DEPARTMENT OF TOXIC SUBSTANCES CONTROL. 33. PRIOR TO SITE GRADING, SUBDI WDER SHALL HAVE A PRECONS7RUCTTOIV SURVEY COIVDUC7ED TO SEARCH FOR NA71VE KIT FOX DENS. SURVEY SHALL BE SUBMITT SD TO 7HE PLANNING DIRECTOR FOR REVIEW PRIOR TO GRADING. THE APPLICANT MAY BE SUBJECT TO SPECIAL NOTIFICA 7701V REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND CONTAINING DENS. 34. PRIOR THE APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SUBJECT TO THE MIGRATORY BIRD ! IKEA TY ACT. INCLUDING THE SWANSON HAW DURING THE RAPTOR NESTING SEASON (FEBRUARY THROUGH SEPTEMBER). IF CONSTRUCTION IS TO OCCUR DURING RAPTOR NES77NGIBREEDING SEASON (FEBRUARY THROUGH SEPTEMBER) NO C0NS77?UC770N ACTIVITY SHALL TAKE PLACE W THIN 500 FEET OF A ACTIVE NEST. TREES TO BE REMOVED THAT CONTAIN NESTS SHALL BE REMOVED ONLY DURING NON - BREEDING SEASON (OCTOBER THROUGH JANUARY) 35. THE PRESENCE OF ANY PREV40USL Y UNIDEN77FIED PRO7EC7ED SPECIES W -1ICH ARE NOT ADDRESSED IN THE MBHCP, INCLUDING 7HOSE PROTECTED UNDER THE FEDERAL MIGRATORY BIRD TREATY ACT, SHOULD BE AVOIDED AND EVALUA 7ED BY A QUALIFIED BIOLOGIST PRIOR TO CONS7RUCT7ON. THE FISH & WILDLIFE SERVICE (USFWS) AND CALIFORNIA DE-PARTMENT OF FISH & GAME (CDFG) SHOULD BE NOTIFIED OF PREVIOUSLY UNREPORTED PROTECTED SPECIESS, ANY UNAN 77CIPA TED TAKE OF PRO TEC 7ED WILDLIFE SHALL BE REPOR TED IMMEDIA T LPL Y TO 77-IE CDFG AND USFWS. 36. THE CONTRACTOR SHALL COMPLY W714 SAN JOAQUIN VALLEY AIR POLLU77ON CONTROL DISTRICT (SJVAPCD) REGULA 7701V V4/I, DUST COVT TOL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING GRADING AND CONS7RUC770N PHASES. THE MI71GA 77ON MEASURES TO BE TAKEN ARE AS FOLLOWS: A. WATER EXPOSED SURFACES (SOIL) THREE - TIMESIDA Y. B. WA 7ER ALL HAUL ROADS AT A MINIMUM OF 7HREE 77MES PER DAY. C. REDUCE SPEED ON UNPAVED ROADS TO LESS 714AN 15 MILES PER HOUR. D. STABILIZE ALL DISTURBED AREAS, INCLUDING STORAGE PILES, 10YICH ARE NOT BEING AC77VELY UTILIZED FOR CONSTRUCTION PURPOSES USING WA TER OR BY COVERING WITH A 7RAP, OTHER SUITABLE COVER OR VEGETA 77VE GROUND COVER. E. CONTROL FUGI71 VE DUST EMISSIONS DURING LAND CLEARING, GRUBBING, SCRAPING, EXCA VA 770N, LEVELING, GRADING, OR CUT & FILL OPERA 77ONS 017H APPLICA 77ON OF WA TER OR BY PRESOAKING. F. WHEN 77R`ANSPOR71NG MA 7ERIALS OFFSI7E, MAINTAIN A FREEBOARD LIMIT OF AT LEAST SIX INCHES AND COVER OR EFFEC77VEL Y WET TO LIMIT VISIBLE DUST EMISSIONS. G. LIMIT AND REMOVE THE ACCUMULA77ON OF MUD AND /OR DIRT FROM ADJACENT PUBLIC ROADWAYS AT 77-IE END OF EACH WORKDAY. (USE OF DRY ROTARY BRUSHES IS PROH1817ED EXCEPT *HEN PRECEDED OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT VISIBLE DUST EMISSIONS AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN). H. STABILIZE THE SURFACE OF STORAGE PILES FOLLOWING THE ADD177ON OR REMOVAL OF MATERIALS USING WA TER. I. REMOVE 7RACKOUT W IEN IT EX7ENDS 50 OR MORE FEET FROM 774E Sf TE A T THE END OF EACH WORKDA Y. J. CEASE GRADING AC77VI77ES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE -HOUR PERIOD). K. ASPHALT-CONCRETE PA WNG SHALL COMPLY W1'TH THE SJVAPCD RULE 4641 AND RE57 RICT USE OF OF CUTBACK, SLOW -CURE AND EMULSIFIED ASPHALT PAVING MA 7ERIALS. 37. SURFACE DRAINAGE TO BE ONE (1) PERCENT MINIMUM, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. 38. SURFACE DRAINAGE TO BE ONE (IX=) PERCENT MINIMUM, EXCEPT AS WAIVED BY 7HE BUILDING OFFICIAL. 39. IF THE PROJECT IS SUBJECT TO THE PROVSIONS OF THE NA 7701VAL POLLUTANT DISCHARGE ELIMINATION SYS7EW (NPDES), A PIN077CE OF INTENT` (NOT) TO COMPLY Wf 7H 771E TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WA 7ERR ASSOCIA 7ED WITH CONS7RUC770N AC77W TY (WO ORDER NO. 92 -08 -D WO) MUST BE FILED WITH STATE WA TER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE T7YE BEGINNING OF ANY CONS7RUC770N AC77VI TY COMPLIANCE W TH 7HE GENERAL PERMIT REQUIRES 77-IA T A STORM WA TER POLLUTION PLAN (SI+MT'PP) BE PREPARED, CON77NUDUSL Y CARRIED OUT AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS: 40. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT SECURITY BASED OW AN AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED Wf7HIN 7HE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 41. DUST CONTROL CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SI7E AT ALL 77MES. FOR THE DURA 7701V OF C0N7R4ACT0R'S OCCUPANCY OF 7HE SITE, CONTRACTOR IS REQUIRED TO COMPLY W TH THE PROVISIONS OF SAID PLAN. 42. STORM AA M? POLLU M PREVEN RON CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLU77ON PREVEN7701V PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL 77MES. FOR THE DURATION OF CON7RACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 43. LANDSCAPE AREAS ARE TO BE GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS 771E SIDEWALK FOR THOSE AREAS OVER 2Z 44. MINIMUM & MAXIMUM PAD ELEVA 7701VS ARE SHOWN TO REDUCE ADDITIONAL MA 7ERIAL IMPORT. THE GRADING CONTRACTOR SHALL GRADE PADS W1 TYfN ..fit IMUM & MAXIM DE AS TO GENERA TE MA 7ERIAL FOR FILL AREAS. LEGEND ABBREVIATIONS EP EDGE OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE O OE OVER - EXCAVATION FL FLOWUNE F FF FINISH FLOOR CL CENTERLINE F FC FINISH CONCRETE ELEV ELEVATION G GB GRADE BREAK EXISTING GROUND CONTOUR FP. 100.00 P PROPOSED PAD ELEV. x 355.1 A ASBUILT /AS- GRADED PAD ELEV. 1 P PROPOSED GUTTER FLOWLINE ELEV. J E EXIST. TOP OF CURB ELEV. -- EXIST. GUTTER FLOWLINE ELEV. PROPOSED LANDSCAPE ELEV. D.315% D DIRECTION AND PERCENT OF SLOPE FOR DRAINAGE CURB AND GUTTER EXIST. CURB AND GUTTER -- E - - - C CENTERLINE OF STREET LEGAL DESCRIP 770N: 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. Rf W 4 R/W 20 26' 26' VARIES 20' 1 I 10' TO l l6' ZQ_ 17' VARIES , ? 1 2 9' TO 17' 2 t 7,o i1lv. FINISHED PAD 2Z MIN I SIDEWALK 12" 0VEREXCA VA TION (SEE NO TE 23) 10 PAL? COMPACTION 5' SIDEWALK LIMITS 12"' D VEREXCA VA TION ROUGH GRADE LINE IS AT 0.3" BELOW PADS COMPACTION 1 D' ( SEE NOTE 2J) FL 0 WLINE LIMI TS SECTION rAo"N 1 TYPICAL ROUGH C SECTION HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 11" = 5' UPDATED 11 -1 -2013 1 1� 0 0 cr Z J -' STOCKDALE HIGHWAY 0 0 (if R CA NO MEDIA 0� MIND AVENUE fall G < t 4 o�- o > o �� i SO- LOUR J Q WHITE LANE u�- z�- PR0 &CT W VICINITY MAP SCALE: NONE PROJECT AREA: 34.08 ACRES INLET WITH 3" DRAIN GRATE 3" SMOOTH WALL PVC PIPE FINISH GRADE PVC MITERED DRAIN OUTLET DETAIL °B" NO SCALE 26' 26 20' 10' �. t f I L? ?o BACKFILL UPON COMPLETION VARIES VARIES FINISHED PAD OF WALL 1 2 2 I 9' TO 17' 9' TO 17' MIN. L FINISHED PAD 2% 29- 2% d 12 0 VEREXCA VA TION MIN (SEE NO TE 2J) FUTURE WALL - 12 " 0 VEREXCA VA TION 5' SIDEWALK (SEE NO TE 2.3) ROUGH 1 GRADE LINE 10"_ PAD COMPA C TON IS AT 0 . ' BF nW LIMI TS FL 0 ffl -INE / ) 1 _ 26 -L _ 26 I 20 , BACKFILL UPON ' COMPLE77ON I 1 OF WALL *\\ I l3' FINISHED PAID 2 ° VARIES VARIES 2, 22o' 9' TO 17' 1 9' TO 17 I z Q_ MIN t --_�._ FU TURE WALL I 2�' MIN. 5 SIDEWALK 10' 0.5% MIN. SLOPE PIPE 3" DRAIN GRATE PVC MITERED DRAIN � AT POSTIVE GRADE TO SEE DETAIL "A" OUTLET -SEE DETAIL B DRAINAGE EMITTER. 3" SMOOTH WALL Z 0 PVC PIPE (TYP.) TO [ANN 1 ------------------------------------------------------------ -- • -• -• -• ------ - -- ------•-•_.-•-•------ E w w �! W T CS °I r cw 7 i 2 PROPOSED -- w j 5 MIN. 1 --� � w I 3 - z } ¢ 1 w t I ;t!w 0 4 °iac a. uj3 O.Vr GRADE ; / w I / �.� DRAM / or ------------------------------------------------ _ _ -- -- � - -------------- - - - - -- _:e:�:-- ---------- - -• - -� Ix-- Q_ PVC MITERED DRAIN 0.5% MIN. SLOPE PIPE AT 3" DRAIN GRATE OUTLET -SEE DETAIL "B" POSTIVE GRADE TO SEE DETAIL "A" DRAINAGE EMITTER. R r-3' MIN. (TYP.) 7" no A TAI f%E) w = PVC MITERED DRAIN OUTLET -SEE DETAIL "B" Q 0 �t I I r �z Z4 FINISHED PAD z w 0 a x-12" 0VEREXCA VA 77 ON ROUGH GRADE LINE 5 SIDEWALK (SEE NO TE 23) IS A T 0.3' BELOW 12 " 0 VEREXCA VA TION FLOWLINE (SEE NO TE 23) 10' PAD COMPACTION LIMITS SECTION rB*N 1 TYPICAL ROUGH GRADING SECTION HORIZONTAL SCALE: 1 " = 20' VERTICAL SCALE: 1 " = 5' Rf W R/W 10' 20' J 20' 10' Q CL o' o J .-� FINISHED PAD ``�` � '� ° k ° Q � Lu C) W z Zi W Ld � � Z I I Z rtrcrurtA itu PIPE 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" SMOOTH WALL Z DRAINAGE EMITTER. PVC PIPE (TYP.) I i GRAM PTO DRAIN / _ -__ _._ -= _... -_._. I lyjl� ? W 4!0 _ z %1 ll- =i © F 2% w PROPOSED 0 w o- 1 s � � . 5 s MIN. f i r HOUSE z 4 0 Y 1 w ---., TO DRAIN! 1 ------------------ :---------------------------- - ------ - - - - -- --- ._._.------ -• - - -- _______ =:�:_ -- - - - - -- i 3" DRAIN GRATE 0.5% MIN. SLOPE PIPE AT PVC MITERED DRAIN SEE DETAIL "A" POSTIVE GRADE TO OUTLET -SEE DETAIL "B" r DRAINAGE EMITTER. 3" DRAIN GRATE 3' MIN. (TYP.) --i R FM UKA I tV PIPE W V) 0 I- w W V) ll F W 0 V) F W W V) ll F M 39 LLJ 0 PVC MITERED DRAIN OUTLET-SEE DETAIL "B" TYPICAL FINISH LOT GRADING WITHOUT ALLEY AND DRAIN CONFIGURATION NO SCALE ALL HOMES TO BE CONSTRUCTED NTH SUBSURFACE LOT DRAINAGE SYSTEM AS SHOWN ABOVE. SYSTEM SHALL BE INSPECTED BY CITY OF BAKERSFIELD BUILDING DEPARTMENT. PROP06ED PROPERLY LMIE PER TRACT 7161 r � SCARIFY EXISTING ALLEY AND FlLL TO LATCH IDQSIING GRADED ALLEY I D(IST1N6 PAD ELEVA110N FINISHED PAD I � I �� _ I I _ 32 I 1 _ � �• _ I i _`� -32' I I .,� I I � � FINISHED PAD i-- p0$1MK, pR(1 4 ERN LNE PER TRACT 6223 2�' MIN. I 2�' 1U11N^ � .. ,� 11 °� 12" 0 VEREXCA VA TION 5' S1W •• .•,,, 1 �° )� -"'' SEE NO TE 23 D11) 00000 000,10 d000l 1 � 12" O VEREXCA VATlON ROUGH GRADE LINE IS (SEE NOTE 23) AT 0.3' BELOW FLOWLINE 10' PAD COMPAC110N UMITS EXISTING ROUGH GRADE LINE S CT10N rC"**N 1 TYPICAL ROUGH GRADING SECTION HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5 r 1 t r dm w • . m ° <C ° � W o ink a Z w W W 47 -- w +tea �( �w r 18" r I MIN. w $ i c� D 4 f o Ld Z w ; w CL O 01 ; t PROPOSED I HOUSE 6;tJ "sS TYPICAL RE-- GRACING OF EXISTING ALLEY NO SCALE VICINITY MAP SCALE: NONE PROJECT AREA: 34.08 ACRES INLET WITH 3" DRAIN GRATE 3" SMOOTH WALL PVC PIPE FINISH GRADE PVC MITERED DRAIN OUTLET DETAIL °B" NO SCALE 26' 26 20' 10' �. t f I L? ?o BACKFILL UPON COMPLETION VARIES VARIES FINISHED PAD OF WALL 1 2 2 I 9' TO 17' 9' TO 17' MIN. L FINISHED PAD 2% 29- 2% d 12 0 VEREXCA VA TION MIN (SEE NO TE 2J) FUTURE WALL - 12 " 0 VEREXCA VA TION 5' SIDEWALK (SEE NO TE 2.3) ROUGH 1 GRADE LINE 10"_ PAD COMPA C TON IS AT 0 . ' BF nW LIMI TS FL 0 ffl -INE / ) 1 _ 26 -L _ 26 I 20 , BACKFILL UPON ' COMPLE77ON I 1 OF WALL *\\ I l3' FINISHED PAID 2 ° VARIES VARIES 2, 22o' 9' TO 17' 1 9' TO 17 I z Q_ MIN t --_�._ FU TURE WALL I 2�' MIN. 5 SIDEWALK 10' 0.5% MIN. SLOPE PIPE 3" DRAIN GRATE PVC MITERED DRAIN � AT POSTIVE GRADE TO SEE DETAIL "A" OUTLET -SEE DETAIL B DRAINAGE EMITTER. 3" SMOOTH WALL Z 0 PVC PIPE (TYP.) TO [ANN 1 ------------------------------------------------------------ -- • -• -• -• ------ - -- ------•-•_.-•-•------ E w w �! W T CS °I r cw 7 i 2 PROPOSED -- w j 5 MIN. 1 --� � w I 3 - z } ¢ 1 w t I ;t!w 0 4 °iac a. uj3 O.Vr GRADE ; / w I / �.� DRAM / or ------------------------------------------------ _ _ -- -- � - -------------- - - - - -- _:e:�:-- ---------- - -• - -� Ix-- Q_ PVC MITERED DRAIN 0.5% MIN. SLOPE PIPE AT 3" DRAIN GRATE OUTLET -SEE DETAIL "B" POSTIVE GRADE TO SEE DETAIL "A" DRAINAGE EMITTER. R r-3' MIN. (TYP.) 7" no A TAI f%E) w = PVC MITERED DRAIN OUTLET -SEE DETAIL "B" Q 0 �t I I r �z Z4 FINISHED PAD z w 0 a x-12" 0VEREXCA VA 77 ON ROUGH GRADE LINE 5 SIDEWALK (SEE NO TE 23) IS A T 0.3' BELOW 12 " 0 VEREXCA VA TION FLOWLINE (SEE NO TE 23) 10' PAD COMPACTION LIMITS SECTION rB*N 1 TYPICAL ROUGH GRADING SECTION HORIZONTAL SCALE: 1 " = 20' VERTICAL SCALE: 1 " = 5' Rf W R/W 10' 20' J 20' 10' Q CL o' o J .-� FINISHED PAD ``�` � '� ° k ° Q � Lu C) W z Zi W Ld � � Z I I Z rtrcrurtA itu PIPE 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" SMOOTH WALL Z DRAINAGE EMITTER. PVC PIPE (TYP.) I i GRAM PTO DRAIN / _ -__ _._ -= _... -_._. I lyjl� ? W 4!0 _ z %1 ll- =i © F 2% w PROPOSED 0 w o- 1 s � � . 5 s MIN. f i r HOUSE z 4 0 Y 1 w ---., TO DRAIN! 1 ------------------ :---------------------------- - ------ - - - - -- --- ._._.------ -• - - -- _______ =:�:_ -- - - - - -- i 3" DRAIN GRATE 0.5% MIN. SLOPE PIPE AT PVC MITERED DRAIN SEE DETAIL "A" POSTIVE GRADE TO OUTLET -SEE DETAIL "B" r DRAINAGE EMITTER. 3" DRAIN GRATE 3' MIN. (TYP.) --i R FM UKA I tV PIPE W V) 0 I- w W V) ll F W 0 V) F W W V) ll F M 39 LLJ 0 PVC MITERED DRAIN OUTLET-SEE DETAIL "B" TYPICAL FINISH LOT GRADING WITHOUT ALLEY AND DRAIN CONFIGURATION NO SCALE ALL HOMES TO BE CONSTRUCTED NTH SUBSURFACE LOT DRAINAGE SYSTEM AS SHOWN ABOVE. SYSTEM SHALL BE INSPECTED BY CITY OF BAKERSFIELD BUILDING DEPARTMENT. PROP06ED PROPERLY LMIE PER TRACT 7161 r � SCARIFY EXISTING ALLEY AND FlLL TO LATCH IDQSIING GRADED ALLEY I D(IST1N6 PAD ELEVA110N FINISHED PAD I � I �� _ I I _ 32 I 1 _ � �• _ I i _`� -32' I I .,� I I � � FINISHED PAD i-- p0$1MK, pR(1 4 ERN LNE PER TRACT 6223 2�' MIN. I 2�' 1U11N^ � .. ,� 11 °� 12" 0 VEREXCA VA TION 5' S1W •• .•,,, 1 �° )� -"'' SEE NO TE 23 D11) 00000 000,10 d000l 1 � 12" O VEREXCA VATlON ROUGH GRADE LINE IS (SEE NOTE 23) AT 0.3' BELOW FLOWLINE 10' PAD COMPAC110N UMITS EXISTING ROUGH GRADE LINE S CT10N rC"**N 1 TYPICAL ROUGH GRADING SECTION HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5 r 1 t r dm w • . m ° <C ° � W o ink a Z w W W 47 -- w +tea �( �w r 18" r I MIN. w $ i c� D 4 f o Ld Z w ; w CL O 01 ; t PROPOSED I HOUSE 6;tJ "sS TYPICAL RE-- GRACING OF EXISTING ALLEY NO SCALE rtrcrurtA itu PIPE 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" SMOOTH WALL Z DRAINAGE EMITTER. PVC PIPE (TYP.) I i GRAM PTO DRAIN / _ -__ _._ -= _... -_._. I lyjl� ? W 4!0 _ z %1 ll- =i © F 2% w PROPOSED 0 w o- 1 s � � . 5 s MIN. f i r HOUSE z 4 0 Y 1 w ---., TO DRAIN! 1 ------------------ :---------------------------- - ------ - - - - -- --- ._._.------ -• - - -- _______ =:�:_ -- - - - - -- i 3" DRAIN GRATE 0.5% MIN. SLOPE PIPE AT PVC MITERED DRAIN SEE DETAIL "A" POSTIVE GRADE TO OUTLET -SEE DETAIL "B" r DRAINAGE EMITTER. 3" DRAIN GRATE 3' MIN. (TYP.) --i R FM UKA I tV PIPE W V) 0 I- w W V) ll F W 0 V) F W W V) ll F M 39 LLJ 0 PVC MITERED DRAIN OUTLET-SEE DETAIL "B" TYPICAL FINISH LOT GRADING WITHOUT ALLEY AND DRAIN CONFIGURATION NO SCALE ALL HOMES TO BE CONSTRUCTED NTH SUBSURFACE LOT DRAINAGE SYSTEM AS SHOWN ABOVE. SYSTEM SHALL BE INSPECTED BY CITY OF BAKERSFIELD BUILDING DEPARTMENT. PROP06ED PROPERLY LMIE PER TRACT 7161 r � SCARIFY EXISTING ALLEY AND FlLL TO LATCH IDQSIING GRADED ALLEY I D(IST1N6 PAD ELEVA110N FINISHED PAD I � I �� _ I I _ 32 I 1 _ � �• _ I i _`� -32' I I .,� I I � � FINISHED PAD i-- p0$1MK, pR(1 4 ERN LNE PER TRACT 6223 2�' MIN. I 2�' 1U11N^ � .. ,� 11 °� 12" 0 VEREXCA VA TION 5' S1W •• .•,,, 1 �° )� -"'' SEE NO TE 23 D11) 00000 000,10 d000l 1 � 12" O VEREXCA VATlON ROUGH GRADE LINE IS (SEE NOTE 23) AT 0.3' BELOW FLOWLINE 10' PAD COMPAC110N UMITS EXISTING ROUGH GRADE LINE S CT10N rC"**N 1 TYPICAL ROUGH GRADING SECTION HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5 r 1 t r dm w • . m ° <C ° � W o ink a Z w W W 47 -- w +tea �( �w r 18" r I MIN. w $ i c� D 4 f o Ld Z w ; w CL O 01 ; t PROPOSED I HOUSE 6;tJ "sS TYPICAL RE-- GRACING OF EXISTING ALLEY NO SCALE f� ALLEY � zo' R ra' io' R zo• ELEVATION W� Z? VARIES VARIES Z? FINISHED PAD \2R 6� -10" B' -10' 2d 351.6 \M /N. i% MIN. 2% I 276 --- (� C I SEC11.ON t*'Go� II E 355.0 TYPICAL ALLEY SECTION 356.0 HORIZONTAL SCALE: 1" = 20' 357.0 VERTICAL SCALE: 1" = 5' 354.3 R 8 PAD ELEVATION I 355.50 EXISTING 2z ZR 356.00 RE7AlNlNG WALL 355.55 EXISTING 5' SIDEWALK � secnoN 1*05� AREAS TO SCALE: 1 —5 �i• � auEr I r 1' LANDSCAPE--- 10", 10" R 20" l F I EASEMENT i � VARIES VARIES Z? FIN. PAD ELEV. i� 8� -10� 8� -10� =d laws M T 2� i Z$ � t %MIN. SEQ10N /T� z TYPICAL ALLEY SECTION HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5 O U EXISTING ALLEY REMOVAL NOTE � ALLEY AREAS TO BE REMOVED SHALL BE HANDLED IN THE FOLLOWING MANNER. REMOVE AND DISPOSE OF EYJS11NG PAVEMENT AND AGGREGATE BASE WHERE APPLICABLE. AFTER REMOVAL ALLEY AREAS INDICATED AND LOTS 6 THRU 8 - + UNIT t SHALL BE OVEREXCAVATED TO 12" BELOW THE FINISHED PAD GRADE OR 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 THE BOTTOM OF THE EXCAVATION SHALL BE SCARIFIED, MOISTURE CONDITIONED, � AND COMPACTED TO A MINIMUM OF 907v OF THE MAXIMUM DRY DENSITY PER + � ASTM D1557. BUILDING PADS SHALL THEN BE BROUGHT TO FINISHED GRADE IN g CONFORMANCE WITH ITEM 21 Of THE GRADING NOTES. IN NON- BUILDING PAD AREAS, AFTER REMOVAL OF EXISTING PAVEMENT AND AGGREGATE BASE, SCARIFY o EXISTING ALLEY AND FILL TO MATCH EXISTING OR DESIGNED FINISHED PAD � ELEVATION. ca TABLE "A" F l I ,,t R/W R/ s ©u Tf-I ALLEN ROAD a 10' 20f Lam 26 26 2Q 10 VARIES 55' TO 73' VARIES a I I I �'�- EXIST. 12 TO 2 ZQ- I R/W I �, Q- 55' 17' 19' FINISHED PAD z 12 2 VARIES 9 00 1N' °� ; ' :� 48' TO 64' �5-7 � EXIS`TING � I 11� � � � F ��, �;,. J� s ' FINISHED PAD I d�, f' I I 1 I ,t { . ~`. � � 12 C VE14EXCA VA TI�3N ? LAJ )WIN. I (SEE NO TE ,23) 5' SIDEWALK ��.. 10' PAD COMPA C TIQN t� 1 �Q 5' SIDEWALK EXISTING �"` EXISTING I � 0 ROUGH GRADE LINE LIMI TS G � EXISTING CURB & GUTTER !S A T Q. 3' BE CURB AND GUTTER I 5.5 COl �BINA TION F BELOW i O SIDEWALK ON> FL Q WLINE vc i I I EXISTING • �4' i k I I ��� SEC11 PA VEI�IEN T I 2% MIN. 2% 1 MAX 27o MATCH LINE - SEE SHEET 3 is5 ft SCALE: 1 " = 50" '4 3 50 25 O 50 100 '007 S i R: OVEREXCAVATION ALLEY AREA ELEVATION A 351.6 B 353.2 C 352.7 D 353.5 E 355.0 F 356.0 G 357.0 H 354.3 UNIT 1 LOTS 6 THRU 8 6 355.50 7 356.00 8 355.55 �j�!i, //, AREAS TO BE OVER EXCAVATED i l I ,,t R/W R/ s ©u Tf-I ALLEN ROAD a 10' 20f Lam 26 26 2Q 10 VARIES 55' TO 73' VARIES a I I I �'�- EXIST. 12 TO 2 ZQ- I R/W I �, Q- 55' 17' 19' FINISHED PAD z 12 2 VARIES 9 00 1N' °� ; ' :� 48' TO 64' �5-7 � EXIS`TING � I 11� � � � F ��, �;,. J� s ' FINISHED PAD I d�, f' I I 1 I ,t { . ~`. � � 12 C VE14EXCA VA TI�3N ? LAJ )WIN. I (SEE NO TE ,23) 5' SIDEWALK ��.. 10' PAD COMPA C TIQN t� 1 �Q 5' SIDEWALK EXISTING �"` EXISTING I � 0 ROUGH GRADE LINE LIMI TS G � EXISTING CURB & GUTTER !S A T Q. 3' BE CURB AND GUTTER I 5.5 COl �BINA TION F BELOW i O SIDEWALK ON> FL Q WLINE vc i I I EXISTING • �4' i k I I ��� SEC11 PA VEI�IEN T I 2% MIN. 2% 1 MAX 27o MATCH LINE - SEE SHEET 3 is5 ft SCALE: 1 " = 50" '4 3 50 25 O 50 100 '007 S i R: � I ,' I I � ,��6.5� �1 F73• 356.70 MAX ` t r F P 3M. 50 MIN. I ' f AP 556.5,0 170 51 _55 48' II 8 7 � t I .f �t fP f P. "'Jo i FP J56.50 MAX • f P 356.30 MK XFP 356.30 t � � I I j 1� (D mom Fp. "1 00 ,f p - p , I FP J56.20 MAX C n1r cc, FP P J55-80 MIN. XFP 356.50 co LLj Ln t V� �>4 V_ 1 2 1 f �' i , ; LJLJ FP 356,20 FP. 356.40 MAX II 1 FP JM. 00 N. C:6' I- ,I I .0< I I I Xf P J56, 70 Li CL Y 3 1 1 ki k tt 1 1-7 "N' Fp ".40 t>4 FP. J56.60 MAX 3 , , , 1 P JW.20 MK Lt.,1 J56-90 ItH • 4 •� co > > 1 LLJ fl� 356,40 FP 356.60 MAX c/) U-J, f P M6.20 MIN. ou t>4 XFP. 356-90 4. z 1z uj vw) 5 x �o I I i i f 7� ".20 FP. 356.40 MAX R M6. 00 MIN. X f P J5 6. 70 n� - (n (D X LJLJ I 6 Fp "950 AP 356.70 MAX FP 355.50 MIN. It 1 X I XFP J56,50 tl L>i I 7 0­1 - 3. tK 7 '� 1 � I t Itk- rr FP. 356.70 MAX f P 356.50 MOV. L0 %%*\ C"sj )(,C-P J56 50 1 rB ri 0 �! ± .. ... .. 355.3 ix 8 FP ".30 0 WXR� 356.50 MAX R ".M MIN. 1 XFP J56. JO r1� � A t t 1 N. iw. 10 �� t>4 • co FP J56. JO MAX R 3 10\M/N. 56. • XFP_ J'56. F= 3.310 3.21 / p--L M A T C H LINE =SEE SHEET 357.30 1 1 s a, . J57,50 75 78 -AW Z7SO 7 j ej mob tr C"; 6Ei % cc*q 7 091 11 IT Xf'P J5717 6 8 9 0 i. 31 , f 7� 357,20 1:7? 357.40 la MAX FP J57.40 MAX 0 MAX j. k FP P J57. 00 MAV. f P 357.20 M z .70 )6cp Xr xt 7�V 17, 1� I // 4,50 11 135764 J5 D All some '02 4 N wi so- _ -W.v 3b4 MAXI 357 FP 3 MAX 356.70 iy U "I Is afto men commeemembee, =111110mb aftow mom ovum ammmmmommanno mommaw an"""m 7F7 2 13 18 A- fl� ZZ 00 fl� JW,80 261 26' FP 35720 MAX FP 357 00 MAX f7? 3.55.50 M/N. I f P 356.60 MIN. XFP. 35720 XFP J5720 1 I I :�' I 1 r f• r mum mam mumbew.."'. 1 OMe Now-m-mmumma mum mommmweeftm. 12 FP 356.60 FP • 357,20 1 cl (n mob FP J57.40 MAX XFP. J56.80 MAX - .1 A c FP 357, 00 MW ©f JW. 40 MIK I XFP1 357 40 = . '° S ~ J XFP 57 40 un <�" ee, ,W ...... WoMeT MUM N oftm ........... XFP J5 7 J0 1 � �g Y � 11 4 fP 357*JO FP ff� ._ 356*35 o ..X <: FP J555 MAX FP 357. 10 AM. 6. p jw. 15 MIN. Xf _P 357 70 r "a- Imm sommum-m-mm" on. eem, .m M 4ERM Gee MeeeMoNe, ass", anow See GMNNNM� Ie' =000 0=01mmommamm, mono monso WIND YFP- J7,57 40 XFP 357 20 10 jj FP. 357.20 fP. J56915 ui Val, FP 357 40 MAX FP 356.35 MAX FP 357.00 AV. FP 355.95 MIN. 15 90' zl "m ownw-mmmam� anso now awwwwompe". XFP :35'.0 1 XFP 357-72.7 meme r 9 FP 357.00 1 � � F � fp�jm90 FP 35720 MAX F J56. 1 \r0 MAX bx f P 356.80 MIN. J55.70 MK A� J; 7 XFjo 0 10 OVANob� sommosumor� few fp� 392DO r N.D. 01 _N1 00 FP J. MAX .w% Q = -.1 - -- fP 55 356.80 Not bME D 4f 3hj��? 7p 75 %ff"Am �i� V=9 CN' a25% mw 354 v 7 Al P I 1 x a XFP 3� 6.60 01 Z 1 L MAX M IV. 60 L 2 Lo 40 '1 '54. 15) t 13YONJ56 50 9 t y; 3H anummomm"womp amm 3m XFP J56. To >cw 12 C;t MA 2 1 15 _ f 35 XFP 7 .7 % �5 356 Mile mmoom 4mmo gown mmeeeem.8.6. 01 1= 1;n 35 4. ee, 17 XP J57.80 16 XFP 357 70 1 15 _ f 35 XFP 7 .7 % �5 356 Mile mmoom 4mmo gown mmeeeem.8.6. 01 1= 1;n 35 4. ee, -a 35L3 PA J .9 XP 1356. 10 XFP 10 XFP 00 SXFP J55 90 6 .90 FP. J56* JO fl� imo to f p 356. 10 0 A�356. sr FP 356.50 MAX FP J56. JO MAX , a e-5 7 fp 356.30 MAX FP 3 MAX FP 356.10 AM. f P 355.90 AW. I I IM.21 i � i � fly .1�'S5. �� # , u NMI f 7111 4 _..., ..n.,..v^.- +ve..q..+..owv, 5 y ' F­N, 1 4m - 3W z5f 9 8 I f P 355.3f1 fp m 1 7 xmc f P. 355.50 -1 A fP J55.70 MAX FP. 355. MAX fP J55. JO MAX k.1v CN I X FP 355.30 AN. f P J55. 10 W, FP FP Z4.90 "w. f56 4FF J xRly .20 -p .00 XFP 355. 8 5620 xf M A T C H L I N E S E E S H E E T 2, ")o /0 r XFP 3.57 60 27 Xf P 357.401 26 AP J57 20 txt cta 25 XFP 365f 00 JI 1 24 YfP J56 90 23 FP 356.70 22 P 356.50 M MONO moom =00 damo WIND 1 DRIVE 21 ti XFP 356.50 Xf-p 35e I0 Im�' *1� F P HH 481 uRY q01 E 26' 25' 4 '1 1 i k S, 14 ? Yg ram PF AREAS TO BE OVER EXCAVATED l�` XFP 356 700 -5 M �k t CD 156.00' V", � k V EXISTING ALLEY REM O AL NOTE ALLEY AREAS TO BE REMOVED SHALL BE HANDLED IN THE FOLL0IMNG MANNER, REMOVE AND DISPOSE OF EXISTING PAVEMENT AND AGGREGATE BASE WHERE APPLICABLE. AFTER REMOVAL ALLEY AREAS INDICATED AND LOTS 6 THRU 8 UNIT 1 SHALL BE OVEREXCAVATED TO 12" BELOW THE FINISHED PAD GRADE OR 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 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 FlNISHm 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" \\ ovERExcavanora ALLEY AREA ELEVATION 4?9 /0 0\ .0op olp - GOSFORD 4" 27--12 PHILLIPS ABAND-DRY HOLE PRIVATE PA. K NO. 1 J w GAS P'D'--LINE FA� FM P BonK 1670 E CN N 1cmmn4 A.. ~• � ..,'.,.:.rr,.•.„„ y 3 3 Mom mmoo J rD 411------.-- 5 5 I ---. i 1 20 19 _./ 17 W. J56.20 XFP.1,356.20 XFP 356. 00 � TTM NO. 71611 BOUNDA y A R LLJ Mo If I XFP„ 355 80 x 1 XFP J56.20 1 o � � n[) Zk* MAX 1 FP. 10 aw im. 00 ow Ir a AF 10 °`' f A 35166 B 353,2 C 352.7 D 353.5 E 355.0 F 356,0 G 357.0 H 354.3 UNIT 1 LOTS 6 iHRU 8 loom X 6 355.50 7 3564,00 8 355.55 �P 5- 353-5 4.5 A SCALE. 1 50' 0 50 100 IF L] yo r 25% j 1 R Xx w Z ---.XFP 354 A A _�f I 1 1 ----/ Le R 2. k I 1�1� - P -5 'T ELI a N. "mftw�eftI;­m 16 '�.. P, 354.0 xrp �5. 10 14 `_, ~'�, )(-F0 355. 10 13 XFP, J55.50 53 354• 3357o F 72 X fp II Ji 3i 1 & I 32" ------ 32 FP 357.20 1 '� � 49 49 6 a 8 81 Mum aft- 0-0--mmommom i J F ttY # 16 ? F= �• 356* cs, FP. X No -7 0 1�6 FF! J56,90 5% MEMO down 0014iUms-Iftow -mo muo ft." Z FP 90 7 i I 1 " I (i FPar J57 40 15 90 1 1 80 c r 1011 56,40 1 J fp .15 <� XFP 3,57,20 afto I I 2.00% em mumomm"m me mom e`2 fP 356.40 Z6 fp X .95 XFP 357 00 tj rr -mom 07/ r-. -_. at}1 356.9 20 1= )W J55 E fp 90 j won I At T .,jJV77UO= *Jm 90 I CL t Fp• MAX 1 5. 4 FP J56. -a 35L3 PA J .9 XP 1356. 10 XFP 10 XFP 00 SXFP J55 90 6 .90 FP. J56* JO fl� imo to f p 356. 10 0 A�356. sr FP 356.50 MAX FP J56. JO MAX , a e-5 7 fp 356.30 MAX FP 3 MAX FP 356.10 AM. f P 355.90 AW. I I IM.21 i � i � fly .1�'S5. �� # , u NMI f 7111 4 _..., ..n.,..v^.- +ve..q..+..owv, 5 y ' F­N, 1 4m - 3W z5f 9 8 I f P 355.3f1 fp m 1 7 xmc f P. 355.50 -1 A fP J55.70 MAX FP. 355. MAX fP J55. JO MAX k.1v CN I X FP 355.30 AN. f P J55. 10 W, FP FP Z4.90 "w. f56 4FF J xRly .20 -p .00 XFP 355. 8 5620 xf M A T C H L I N E S E E S H E E T 2, ")o /0 r XFP 3.57 60 27 Xf P 357.401 26 AP J57 20 txt cta 25 XFP 365f 00 JI 1 24 YfP J56 90 23 FP 356.70 22 P 356.50 M MONO moom =00 damo WIND 1 DRIVE 21 ti XFP 356.50 Xf-p 35e I0 Im�' *1� F P HH 481 uRY q01 E 26' 25' 4 '1 1 i k S, 14 ? Yg ram PF AREAS TO BE OVER EXCAVATED l�` XFP 356 700 -5 M �k t CD 156.00' V", � k V EXISTING ALLEY REM O AL NOTE ALLEY AREAS TO BE REMOVED SHALL BE HANDLED IN THE FOLL0IMNG MANNER, REMOVE AND DISPOSE OF EXISTING PAVEMENT AND AGGREGATE BASE WHERE APPLICABLE. AFTER REMOVAL ALLEY AREAS INDICATED AND LOTS 6 THRU 8 UNIT 1 SHALL BE OVEREXCAVATED TO 12" BELOW THE FINISHED PAD GRADE OR 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 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 FlNISHm 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" \\ ovERExcavanora ALLEY AREA ELEVATION 4?9 /0 0\ .0op olp - GOSFORD 4" 27--12 PHILLIPS ABAND-DRY HOLE PRIVATE PA. K NO. 1 J w GAS P'D'--LINE FA� FM P BonK 1670 E CN N 1cmmn4 A.. ~• � ..,'.,.:.rr,.•.„„ y 3 3 Mom mmoo J rD 411------.-- 5 5 I ---. i 1 20 19 _./ 17 W. J56.20 XFP.1,356.20 XFP 356. 00 � TTM NO. 71611 BOUNDA y A R LLJ Mo If I XFP„ 355 80 x 1 XFP J56.20 1 o � � n[) Zk* MAX 1 FP. 10 aw im. 00 ow Ir a AF 10 °`' f A 35166 B 353,2 C 352.7 D 353.5 E 355.0 F 356,0 G 357.0 H 354.3 UNIT 1 LOTS 6 iHRU 8 loom X 6 355.50 7 3564,00 8 355.55 �P 5- 353-5 4.5 A SCALE. 1 50' 0 50 100 IF L] yo r 25% j 1 R Xx w Z ---.XFP 354 A A _�f I 1 1 ----/ Le R 2. k I 1�1� - P -5 'T ELI a N. "mftw�eftI;­m 16 '�.. P, 354.0 xrp �5. 10 14 `_, ~'�, )(-F0 355. 10 13 XFP, J55.50 53 354• EXISTING BLOCKWALL 2 L 0 T ELEVA TION LOT ELEYA TION 2: 1 SL OPE ENO js cMV c%j cc. < _p olm I uj 3 13 L SCALE.- 1 to, = 50" 50 25 0 50 1 00 VARIES 14" TO 25.40" LANDSCAPE EA SEMEN T - .29' MIN 4:1 mmwmw„ RIW _ I r '01 7F -0.5 MIN. WHITE LANE EXISTING 5.5' COA48INA PON SECTION rN SIDEWALK 4 SCALE: 1" = 51 VARIES 55' TO 70' VARIES 481 TO 64" Lo EXI S TING A. C. PAVING _2Z EXIS TING CURB AND GU T TER 'Vl AREAS TO BE OVER EXCAVATED f MATCH L - SEE SHEET EXISTING ALLEY REMOVAL NOTE ALLEY AREAS TO BE REMOVED SHALL BE HANDLED IN THE FOLLOWING MANNER. 'REMOVE AND DISPOSE OF EXISTING PAVEMENT AND AGGREGATE BASE WHERE APPLICABLE. AFTER REMOVAL ALLEY AREAS INDICATED AND LOTS 6 THRU 8 UNIT 1 SHALL BE OVEREXCAVATED TO 12* BELOW THE FINISHED PAD GRADE OR 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 THE BOTTOM OF THE EXCAVAl10N 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. '­j­ TABLE A T-r- W.".4 ... .............. OVEREXCAVA11ON ALLEY AREA 2j Q, 351.8 B W 353,2 C �- 352.7 D FP 355.7&W. 3 E TI 355.0 F o 356*0 7F -0.5 MIN. WHITE LANE EXISTING 5.5' COA48INA PON SECTION rN SIDEWALK 4 SCALE: 1" = 51 VARIES 55' TO 70' VARIES 481 TO 64" Lo EXI S TING A. C. PAVING _2Z EXIS TING CURB AND GU T TER 'Vl AREAS TO BE OVER EXCAVATED f MATCH L - SEE SHEET EXISTING ALLEY REMOVAL NOTE ALLEY AREAS TO BE REMOVED SHALL BE HANDLED IN THE FOLLOWING MANNER. 'REMOVE AND DISPOSE OF EXISTING PAVEMENT AND AGGREGATE BASE WHERE APPLICABLE. AFTER REMOVAL ALLEY AREAS INDICATED AND LOTS 6 THRU 8 UNIT 1 SHALL BE OVEREXCAVATED TO 12* BELOW THE FINISHED PAD GRADE OR 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 THE BOTTOM OF THE EXCAVAl10N 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. 1 10 w w co W W V '­j­ TABLE A T-r- W.".4 ... .............. OVEREXCAVA11ON ALLEY AREA ELEVATION A 351.8 B fl - Ja 70 353,2 C FP. 35590 MAX J5 352.7 D FP 355.7&W. 3 E TI 355.0 F o 356*0 G 9 ATE 357.0 H - - - - --- — 354,3 UNIT 1 LOTS 6 THRU 8 6 355,50 7 358 a 00 8 355.5x3 5- 5 10 14 XFP�l J55. 10 13 Xf P 35550 1 10 w w co W W V '­j­ 3: T-r- W.".4 ... .............. f P� &We 40 fl - Ja 70 FP 355 60 MAX FP. 35590 MAX J5 FP 3.55.40 MIN. FP 355.7&W. XFF 355.40 TI o r 9 ATE T- - - - - --- — EXISTING BOUNDARY FOR TRACT 6223 P P'RMANENT SEWER C N S T RU TION '___NT GRANTED "0 THE ITY EASEML- I UINT\ JL VVLF OF HAKE7,) ILLU, UAILU //U 019808Q667 0.111 P�R DO� # -J ca w co �5 vw. £3�. 4 .�.. w 1 W W w 4 XR L54.64 5 2 3 13 XPI. J55.50 o� ` 14 H ui W 2 N W W co LLJ 4- /___ F AREAS TO BE OVER EXCAVATED _ 3j �.......�.- «......,...__._ Drys'"*.,..- ,.�, «...- .- .....«- V.>- ..._�.,- .a.+- �- y..���»,• _..........- .«.. -... «,_.._.._.-..-,_. J����......_ �.........._.. ._......�...^.,........_...,... ...,�$,a t,. „.,, ................M......,.. ••d f�•.. 4�.. ............,... � t 3'55. TO fP � �0 • l�P Z#. 35f.55 5.90 MAX ¢ FP , 55.30 MAX � FP. 355, l0 MAX FP 354.85 MAX � FP j54.6.5 MA _c 5 fP 354. ,90 MIN. f 354.70 W. f 354.45 Aft f 354.23 MIN. THE I T Y 0 F x9 -A#(l R'!S) F 1 E--- LID P LER T N 0, 0200023480 41 OCUME L 'ATED F - - - -- --- -- - - -- —— --- - - - - -- — - - - - - -- --- X�rvi 701, — —y - - -- - - --- -_ -- -- EXISTING ALLEY REMOVAL NOTE ALLEY AREAS TO BE REMOVED SHALL BE HANDLED IN THE FOLLOWING MANNER. REMOVE AND DISPOSE OF EXISTING PAVEMENT AND AGGREGATE BASE WHERE APPLICABLE., AFTER REMOVAL ALLEY AREAS INDICATED AND LOTS 6 THRU 8 - UNIT 1 SHALL BE OVEREXCAVATED TO 12” BELOW THE FINISHED PAD GRADE OR 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 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 lr�rr rs- rrte%a A r,* r% i i► a r%a s ► te%l ■,! 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