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Home My WebLink About1.7-6452 Ph 3GRAD/NG NOTES 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARDS PERTAINING 774£RETO (CHAPTER 33 C.B.C., 2001) AND SHALL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CITY OF BAKERSFIELD ORDINANCES 2. 774E DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONS7RUCAON TO INSURE COMPLIANCE 107H 774E PLANS, SPECIFICATIONS AND CODE WITIHIN HIS PURVIEW. 3. 774E SOIL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED 24 HOURS PRIOR TO PLACING ANY MATERIAL. 4. CONTRACTOR AGREES TIHAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB S17E COND17IONS DURING 7HE COURSE OF CONSTRUCTION OF 7HIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, • THAT 7NIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, ARCHITECT, AND THE ENGINEER HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, 1N CONNECTION WIN 774E PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG FOR LIABILITY ARISING FROM 774E SOLE NEGLIGENCE OF 774E OWNER, ARCHITECT, OR THE ENGINEER. 5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITIES PRIOR TO BEGINNING CONS7RUC7101V AND VERIFY THE LOCATION AND DEP7H OF ALL UNDERGROUND FACILITIES INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS LINES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON 774E 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 t OR - 0.10 FOOT. IF AN AREA SHOULD BE FOUND TO BE MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND ACCEPTANCE OF GRADING 774E CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 7. THE GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERATIONS TO PREVENT THE OCCURRENCE OF A DUST NUISANCE AND SHALL PROTECT CURBS AND OTHER OBJEC7S WHICH ARE TO REMAIN. 8. EXCA VA TION - EXCA VA TION SHALL CONSIST OF ALL EXCA VA7701V INVOLVED 1N GRADING 774E PROJECT AS SHOWN ON THE PLANS, EXCEPT ANY EXCA VA 77ON SEPARATEL Y DESIGNA TED AND PAID FOR AS A SEPARA7F ITEM. 9. EMBANKMENTS - EMBANKMENT CONSTRUCTION SHALL CONSIST OF CONSTRUCTING LOT EMBANKMENTS, INCLUDING THE PREPARA770N OF AREAS FOR WHICH THEY ARE TO BE PLACED, 774E CONSTRUCTION OF DIKES WITHIN OR OUTSIDE THE CON57RUC7I01V AREA, 7HE PLACING AND COMPACTING OF APPROVED MATERIAL WI774IN THE CONSTRUCTION AREA WHERE UNSUITABLE MATERIAL HAS BEEN REMOVED, AND THE PLACING AND COMPACTING OF EMBANKMENT MATERIAL IN HOLED FOR THE CONSTRUCTION EMBANKMENTS PREPARING SUB -GRADE AT THE GRADING PLANE, CONFORMING TO THE GRADE TOLERANCE, DOING NECESSARY PLOWING OR BENCHING, IMPORTING OR BORROW, PLACING AND COMPACTING MA7TRIAL TO THE LINE AND GRADES SHOWN ON THE PLANS AND AS DIRECTED BY 7HE ENGINEER SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER CUBIC YARD FOR EXCAVA770N, AND NO ADDITIONAL COMPENSA77ON WILL BE ALLOWED FOR SUCH MORK. 10. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WI7H THE STANDARD SPECIFICATIONS OF 774E STATE OF CALIFORNIA DEPARTMENT OF 7RANSPORTA7701V DATED JULY 1992, INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE WIN THE NOTES HEREON. IN CASE OF CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY NOTES HEREON, 7HE N07ES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU OF SUCH CONFLICTING PORTIONS SAID SPECIFICATIONS SHALL APPLY BUT NOT BE LIMITED TO THE FOLLOWING: A) ALL CONCRETE SHALL BE CLASS "B" AS IN ACCORDANCE WITH SEC7701V 90 AND SHALL HAVE AT LEAST 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS B) ASPHALTIC CONCRETE SHALL BE TYPE "B'; MEDIUM GRADED, 1/2" MAXIMUM AGGREGATE, AND IN AMATEL Y MIXED WITH 5-7% ASPHALT. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON McINTOSH & ASSOCIATES' PLANS, DRAWINGS, OR OTHER DOCUMENTS IS PERFORMED BY ANOTHER FIRM, MdNTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS, OR OTHER DOCUMENTS 12. McINTOSH & ASSOCIATEESSHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED 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 THE RECOMMENDATIONS CONTAINED IN, AND MADE A PART HEREOF, THE PRELIMINARY SOILS REPORT PREPARED BY SOILS ENGINEERING INC., FILE NO. 03-10370 DATED AUGUST 13, 2003, AND ALL ADDENDUMS 7HERE70. IN CASE OF A CONFLICT BETWEEN THE PLANS AND SPECIFICA TIONS 774£ MORE STRINGENT REQUIREMEN7S WILL TAKE PRECEDENCE. 14. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL SOILS REPORT SHALL BE PREPARED BY THE SOIL ENGINEER. 15. AHE SOIL ENGINEER SHALL REVIEW ALL EXCAVATIONS PRIOR TO BACKRLUNG AND SHALL BE NOTIFIED OF ANY 17EM ENCOUNTERED DURING 774E GRADING OPERA AGNS THAT MIGHT AFFECT FOUNDATION STABILITY SO RECOMMENDATIONS CAN BE MADE BY THE SOIL ENGINEER. 16. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2. f. 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 ESSENTIALLY GRANULAR, SILTY SANDS W7774 LOW EXPANSION P07EN71AL AND FREE OF GRASSES, WEEDS, ROCKS LARGER 7HAN SIX INCHES IN DIAMETER, DEBRIS, AND SOLUBLE SULFA TES IN EXCESS OF 1000 PARTS PER MILLION. IMPORTED FILL SHOULD CONTAIN SUFFICIENT SILT AND CLAY BINDER TO RENDER THEM STABLE IN FOOTING TRENCHES AND CAPABLE OF MAINTAINING SPECIFIED ELEVATION TOLERANCES DURING PAVING OPERATIONS IMPORTED SOILS SHOULD ALSO MEET THE FOLLOWING CRITERIA. A) MAXIMUM $ PASSING 1200 SIEVE..............................50 B) MAXIMUM LIQUID LIMIT .................................................. 40 C) MAXIMUM PLASTICITYINDEX........................................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, 7RASH, BROKEN CONCRETE, VEGETATION, 07HER 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 CI NTL ENGINEER, IS NOT COMPETENT TO SUPPORT 07HER SOIL OR STRUCTURES, OR TO SATISFACTORILY 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 OPTIMUM MOIS7URE, AND UNIFORMLY COMPACTED TO AT LEAST 90% OF THE MAXIMUM DENSITY PER ASTM D1557-78, UNLESS OTHERWISE NOTED. 21. ENGINEERED FILL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHT INCHES IN UNCOMPACTFD 7HICKNESS BROUGHT TO NEAR THE OPTIMUM MOISTURE CONTENT OR TO A MOISTURE CONTENT COMMENSURATE WITH EFFECTIVE COMPACTION AND SOIL STABILITY, AND COMPACTED TO 90% OF 7HE MAXIMUM DENSITY PER ASTM D1557-78, UNLESS SPECIFIED 07HERWISE. 22. OUAN7777ES FOR EARTHNORK EXCAVATION ANO OVER EXCA VA 7701V - 215,420 CU. YD. EMBANKMENT - 170,203 CU. YD. IMPORT - 2, f33 CU. YD. OUAN7777ES ARE FOR GRADING PERMIT ONLY. 774E ENGINEER MAKES NO WARRANTY OF 774E ANTICIPATED SHRINKAGE FACTOR. IN CASE OF EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT 774E ENGINEER SO THAT ADJUSTMENTS MAY BE MADE. 7HE CONTRACTOR SHALL NOT USE THESE QUANTITIES TO BASE HIS BID ON. 23. BUILDING PAD PREPARATION SUBSEQUENT TO STRIPPING, IN FILL AREAS, THE UPPER 24 INCHES OF MATERIAL BELOW THE EXISTING GRADE SHALL BE OVEREXCAVATED. AREAS IN CUT SHALL BE OVEREXCAVATED TO 24" BELOW THE FINISHED PAD GRADE. AREAS WHERE CUT EXCEEDS 24" BELOW EX. GROUND, COMPACTION OF NEAR SURFACE SOILS NEED NOT EXCEED 12". AFTER REVIEW BY THE SOILS ENGINEER (SEE ITEM 42) THE TOP 12 INCHES OF THE MATERIAL EXPOSED AT THE BOTTOM OF THE EXCAVATION SHALL BE SCARIFIED, MOISTURE CONDITIONED, AND COMPACTED TO A MINIMUM OF 909: OF THE MAXIMUM DRY DENSITY PER ASTM D1557. BUILDING PADS SHALL THEN BE BROUGHT TO FINISHED GRADE IN ACCORDANCE WITH ITEM 21 ABOVE. 24. PAVEMENT PREPARA77ON - 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. COMPACTION IN PROPOSED PAVEMENT AREAS SHOULD BE A MINIMUM OF 95X OF THE MAXIMUM DRY DENSITY AS OBTAINED BY ASTM TEST METHOD D1557-78, METHOD A, AND SHOULD EXTEND 70 A MINIMUM DISTANCE OF TWO 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. SUFFICIENT ACCESS TO THE EXISTING AND ABANDONED WELLS SHALL BE MAINTAINED IN ORDER FOR 7HE DIVISION OF GAS, OILS AND GEOTHERMAL RESOURCES (DIVISION) TO INVES7IGATF THE COND17701V OF 7HE WELL HEADS AND CHECK FOR LEAKAGE. IF ANY REABANDONMENTS ARE REQUIRED, 7HE DIVISION SHALL FURNISH THE NECESSARY SPECIACA77ONS TO 774E PROPERTY OWNER. 27. AT THE INITIAL CONSTRUCTION MEETING PRIOR 70 GRADING AC77W77ES, ALL CONSTRUCTION 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 SPECIFICATIONSS, INE WORK CREWS SHALL SHUT OFF CONSIRUC7701V EQUIPMENT WHEN NOT IN USE. 29. IF DURING CONSTRUC770N AC71V17IES OR GROUND DISTURBANCE, CULTURAL RESOURCES ARE UNCOVERED, THE SUBDIVIDER SHALL STOP WORK AND OBTAIN A QUALIFIED ARCHAEOLOGIST FOR FUR7HER S7U0Y. SUBDIVIDER SHALL N077FY THE PROPER AU77-IOR171ES AND BE SUBJECT TO ANY Ml71GA770N MEASURES REQUIRED OF 7HE ARCHAEOLOGIST. 30. ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING ACTIVELY U77LIZED FOR CONSiRUC710N PURPOSES SHALL BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WATER, CHEMICAL STABILIZER/SUPPRESSANT, COVERED WI7H A TARP OR OTHER SUITABLE COVER, OR VEGETA 71 VE GROUND COVER. 31. ALL ONS17>: UNPAVED ROADS AND OFFS/7E UNPAVED ACCESS ROADS SHALL BE EFFEC771011Y STABILIZED OF DUST EMISSIONS USING WATER OR CHEMICAL STABILIZER/SUPPRESANT. 32. ALL LAND CLEARING, GRUBBING SCRAPING, EXCAVATION, LAND LEVELING, GRADING, CUT & FILL, AND DEMOLITION AC771477ES SHALL BE EFFEC77VELY CONTROLLED OF FUGITIVE DUST EMISSIONS U77LIZING APPLICATION OF WATER BY PRESOAKING. 33 WHEN MATERIALS ARE TRANSPORTED OFFSITE, ALL MATERIAL SHALL BE COVERED, OR EFFEC77VELY WETTED TO LIMIT VISIBLE DUST EMISSIONS, AND AT LEAST SIX INCHES OF FREEBOARD SPACE FROM 7HE TOP OF 7HE CONTAINER SHALL BE MAINTAINED. 34. ALL OPERA7101VS SHALL LIMIT OR EXPEDITIOUSLY REMOVE 774E ACCUMULA7701V OF MUD OR DIRT FROM ADJACENT PUBLIC STREETS AT THE END OF EACH WORKDAY. (THE USE OF DRY ROTARY BRUSHES IS EXPRESSLY PROHIB17ED EXCEPT WHERE PRECEDED OR ACCOMPANIED BY SUFFICIENT WWFTANG TO LIMIT THE VISIBLE DUST EMISSIONS USE OF BLOWER DEVICES IS EXPRESSLY FORBIDDEN.) 35 FOLLOWING THE ADDITION OF MA7ERIALS TO, OR REMOVAL OF MATERIALS FROM, 774E SURFACE OF OUTDOOR STORAGE PILES, SAID PILES SHALL BE EFFEC71VELY STABILIZED OF FUG177VE DUST EMISSIONS UTILIZING SUFFICIENT WATER OR CHEMICAL STABILIZER/SUPPRESSANT. 36. 1417HIN URBAN AREAS, 7RACKOUT SHALL BE IMMEDIA7ELY REMOVED WHEN IT EXTENDS 50 OR MORE FEET FROM 7HE 97F AND AT 7HE END OF EACH WORKDAY. 37. ANY SITE WITH 150 OR MORE VEHICLE 7RIPS PER DAY SHALL PREVENT CARRYOUT AND IRACKOUT. 38. ASPHALT -CONCRETE PAVING SHALL COMPLY WITH SAN JOAQUIN VALLEY AIR POLLU77ON CONTROL DISTRICT RULE 4641 AND RESTRICT THE USE OF CUTBACK, SLOW -CURE AND EMULSIFIED ASPHALT PAVING MA7ER/ALS 39. CEASE GRADING AC771477ES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). 40. LIMIT CONSTRUCTION -RELATED VEHICLE SPEEDS TO 15 MPH ON ALL UNPAVED AREAS AT 774E CONSTRUCTION S17E 41. WASH OFF CO1VS7RUC770N AND HAUL TRUCKS TO MINIMIZE THE REMOVAL OF MUD AND DIRT FROM THE PRO.ECT 97F 42. PRIOR TO PLACEMENT OF BACKFILL. EXCAVATION BOTTOMS SHOULD BE REVIEWED AND 7ErS7ED IN ACCORDANCE WITIH THE FOLLOWING PROCEDURES. 1. IN-PLACE DENSITY TESTS SHALL BE PERFORMED. 7HE RESULTS OF THESE 7ErSTS SHALL BE COMPARED K17HE 774E RESULTS OF TUBE DENSITY D7ERMINAAONS MADE DURING THE PRELIMINARY SOILS INVES77GA77ON IN MATERIALS DETERMINED TO BE STABLE BY LABORATORY 7ES77NG PROCEDURES 2. KWERE TEST RESULTS INDICATE LOWER DENSITIES THAN ]NOSE DESCRIBED ABOVE, EXCAVATION SHALL BE MADE DEEPER AS DIRECTED BY THE GE07ECHNICAL ENGINEER'S REPRESENTA AVE ON THE SI7F J. AT LEAST TWO EXPANSION INDEX TESTS SHOULD BE TAKEN FOR EACH BUILDING PAD TO DETERMINE SOIL EXPANSION P07EN77AL. 7HE RESULTS OF EXPANSION INDEX TESTS SHALL BE USED 70 CATAGOR12E EACH LOT FOR USE WITH 7HE "FOUNDATION PREPERAAON SCHEDULE" (LOCATED IN 774E SOILS REPORT). 4. 774E GEOTECHNICAL ENGINEER'S REPRESENTATIVE SHALL BE NOTIFIED AT LEAST ONE (1) WORKING DAY IN ADVANCE OF PLACEMENT OF ENGINEERED FILL ON ANY EXCAVATION BOTTOM. 43. !F THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPOES), A "NOTICE OF IN7ENT" (N01) TO COMPLY WITH 771E 7ERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACAI?TY (WQ ORDER ND. 92-08-DWQ) MUST BE FILED W774 STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONS7RUCA0N ACTIVITY. COMPLIANCE 1I7H THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. 44. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WI7HIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUB0114SION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. EP EDGE OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE OE OVER -EXCAVATION FL FLOWLINE FF FINISH FLOOR CL CENTERLINE FC FINISH CONCRETE ELEV ELEVATION GB GRADE BREAK DWS DESIGN WATER SURFACE FG FINISH GRADE BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE V EXISTING (MOUND CONTOUR FP 100.00 PROPOSED PAD ELEV. "j" ASBUILT%AS-GRADED PAD ELEV. PROPOSED GUTTER FLOWUNE ELEV. EXIST. TOP OF CURB ELEV. O EXIST. GUTTER FLOWUNE ELEV. .ffA" PROPOSED LANDSCAPE ELEV. Q3l5X DIRECTION AND PERCENT OF SLOPE FOR DRAINAGE E. z CURB AND GUTTER j a EXIST. CURB AND GUTTER SITE CENTERLINE OF STREET PROPERTY LINE / RIGHT-OF-WAY o PAD COMPACTION LIMITS STORM DRAIN TYPE "A" CATCH BASIN WITH 3.5' WIDE OPENING UNLESS OTHERWISE NOTED ----- EXIST. STORM DRAIN TRACT BOUNDARY a ll �-I LIMITS OF GRADING OUTSIDE r OF THE TRACT BOUNDARY A 11'1 SECTION UNE VICINITY MAP SCALE: NONE PROJECT AREA: 55.83 ACRES HCP AREA: 55.83 ACRES LEGAL DESCRIPTION.- BEING ESCRIPTION:BEING A DIVISION OF LOT "B" OF LOT LINE ADJUSTMENT NO. 05-0427 AS FILED IN THAT CERTAIN CERTIFICATE OF COMPLIANCE RECORDED AS DOCUMENT NO. 0205246719, DATED 09-09-05: ALSO BEING A DIVISION OF A PORTION OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 29 EAST, M.D.M. CONTAINING 181 BUILDABLE LOTS, 3 PRIVATE STREET LOTS AND 9 LANDSCAPING LOTS BENCH MARK: U.S.G.S. Y-292, ELEVATION = 782.57 B.C. IN 9" CONC. PAD 14.5' N.W. OF STREET SIGN AN[ 51.50' FROM CENTERLINE OF HIGHWAY 178 AND LENE 3" SMOOTH WALL PVC PIPE (TYP.) 0.5% MIN. SLOPE PIPE AT POSTIVE GRADE TO DRAINAGE EMITTER. PROPOSED 5' MIN. HOUSE \f/ -� 0000v` 3" DRAIN GRATE 0.5% MIN. SLOPE PIPE AT POSTIVE SEE DETAIL "A" GRADE TO DRAINAGE EMITTER. (TYP.) INLET WITH 3" FINISH DRAIN GRATE GRADE 3" SMOOTH WALL PVC PIPE 3" DRAIN GRATE DETAIL "A" NO SCALE SE3R TO ARAN 3" SMOOTH WALL PVC PIPE - -- - SHALL BE PERFORATED OUTLET z ih LA W z 0 w TYPICAL FINISH LOT GRADING 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. �. 7_ t q 5-d P113 O M M O z cD U Q It liLd I W V 00 w W o c LiD v N IX W Y a m a 0 W W a V a PALADINO DRIVE' V J 'K 17 uun T.29 S., R.29 IVF a O AMp y is "K PANOR T.29 S., R.29 E. z P OJECT j a s SITE 2 1 o Q g P�' �akl m� a ll �-I S TA TE HIGH WA r TY COUNTY 19 �0 0 T.29 S., R.29 E. T.29 S2 R.29 E. z� Ua U VICINITY MAP SCALE: NONE PROJECT AREA: 55.83 ACRES HCP AREA: 55.83 ACRES LEGAL DESCRIPTION.- BEING ESCRIPTION:BEING A DIVISION OF LOT "B" OF LOT LINE ADJUSTMENT NO. 05-0427 AS FILED IN THAT CERTAIN CERTIFICATE OF COMPLIANCE RECORDED AS DOCUMENT NO. 0205246719, DATED 09-09-05: ALSO BEING A DIVISION OF A PORTION OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 29 EAST, M.D.M. CONTAINING 181 BUILDABLE LOTS, 3 PRIVATE STREET LOTS AND 9 LANDSCAPING LOTS BENCH MARK: U.S.G.S. Y-292, ELEVATION = 782.57 B.C. IN 9" CONC. PAD 14.5' N.W. OF STREET SIGN AN[ 51.50' FROM CENTERLINE OF HIGHWAY 178 AND LENE 3" SMOOTH WALL PVC PIPE (TYP.) 0.5% MIN. SLOPE PIPE AT POSTIVE GRADE TO DRAINAGE EMITTER. PROPOSED 5' MIN. HOUSE \f/ -� 0000v` 3" DRAIN GRATE 0.5% MIN. SLOPE PIPE AT POSTIVE SEE DETAIL "A" GRADE TO DRAINAGE EMITTER. (TYP.) INLET WITH 3" FINISH DRAIN GRATE GRADE 3" SMOOTH WALL PVC PIPE 3" DRAIN GRATE DETAIL "A" NO SCALE SE3R TO ARAN 3" SMOOTH WALL PVC PIPE - -- - SHALL BE PERFORATED OUTLET z ih LA W z 0 w TYPICAL FINISH LOT GRADING 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. �. 7_ t q 5-d P113 O M M O z cD U Q It liLd I W V 00 w W o c LiD v N IX W Y a m a 0 Z W a Cl) a V J 0 z uun a W� of ui o j a Z�- o 1 Q V m� Q 0 IIII Z W a Cl) a V J 0 z i a W� of ui o j a Z�- o 1 Q V m� Q 0 W r V L EGEND w i` y DG 1 RGGI\ RAI.1 O'FJL _._.� - — N ANO TRAC 649$ ARE ABB EVIATIONS s " FROM TRFQ ,�GRADING_, ._ ----_--�_ EP EDGE OF PAVEMENT FS FINISH SURFACE 4Y D AIN STUB AND PLUGGED TC TOP OF CONCRETE OE OVER -EXCAVATION. r.�.��Z FOR RE USE A PART OF N C 4 elf u, uj FL FLOWLINE fF FINISH FLOOR �' , L _ - �J• THE BR INRIDGE P NED. = r0 x w �� _ DRAIN A AREA CL CENTERLINE FC FINISH CONCRETE - '�j� Gj ` W .r ELEV ELEVATION GB GRADE BREAK'` > DWS DESIGN WATER SURFACE FG FINISH GRADE BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE EXISTING GROUND CONTOUR - Ar ,� '.%10_ - > a FP. 7M7 FP. 7314 "' FP J00.00 PROPOSED PAD ELEV -lb + 365 5 ,. - _ - - ASBUILT AS -GRADED PAD ELEV. , w _- O • PROPOSED GUTTER FLOWUNE ELEV. � a_. �. R ` 8 v EXIST. TOP CURB ELI:1t _�d ___ - _ - CT BOUI�ARY "� FP 7.�4 � �e - - W ;91 Z�b EXIST. GUTTER FLOWLINE ELEV. "rt 7 oma, m. PROPOSED LANDSCAPE ELEV - n _- 9 k 1 f ,. fP 732 Pr1� � r+ x . v 6 _ 6p-300 0.315X DIRECTION AND PERCENT OF SLOPE S .' 4Cy) FP 7.�'L FOR DRAINAGE �_. _ CURB AND GUTTER - FP. 7320 l dP OP 0� g 1 a I,i -z' p z� 14 •t - ;' 7Si / W - _ EXIST. CURB AND GUTTER -'- 0.� k �m U M _ W co CENTERLINE OF STREET -- - 4 in - -- 2 27to PROPERTY LINE / RIGHT-OF-WAY _.' FP 7319 p r �$ - 12 W to 3 i�4 O R FP. 751.50 FP T3f.46 ` N N .... r PAD COMPACTION LIMITS A - '' _ 2 8 � �-`,� w m � STORM GRAIN r w� rrr a/ Q�� FP -7323.0 t ._..._ - - < W O? of Q HNM UNE �� - m �s O ,�, ____� 29 H TYPE "A" CATCH BASIN WITH 3.5' WIDE----.-.--�--___.____- - ``^ ,r '� tip � - OPENING UNLESS OTHERWISE NOTED �___,____...��._.____��-- � ,` ti� � `�'��. - fP 73f EXIST. STORM DRAIN _ 1 3 ' ` TRACT BOUNDARY 1� 7 .0 J0 - R 7M75 �o' _ p- 105 FP. MW LIMITS OF GRADING OUTSIDE Q /P26 . 7M60 0 `` � A-, OF THE TRACT BOUNDARY._.__._uj 1 SECTION LINE 31 � w` F- 2 » • ` - tP7zq FP73Q06 M � z x P N r r 1 rO i o 25 FP. 729.70g CURVE TABLE CURVE RADIUS LENGTH TANGEN7 DELTA Cl 603.00' 71.47' 35.78' 06'47'28" C2 397.00' 90.58' 45.49 13'04'19" C3 870.00' 49.68' 24.85' 03'16'18" LINE TABLE UNE BEARING LENGTH L1 S53'39'50"E 45.00' L2 S08'23'12"E 28.15' L3 S61'39'14"E 50,39' L4 I S68'25'32"E 75.52' L5 S37'25'16"E 167.86' L6 S24'20'57"E 126.56' L7 N21'0439"W 65.62' L8 S55'01'29"W 49.96' L9 S68'55'21 "W 51.50' L10 N21'04'39"W 88.00' L11 N68'5521 "E 51.50' L12 N82'49'13"E 49.96' SCALE: 1 "=60' 32 724. 00 31 Fp 724.70 30 ff M50 a -Gjs-4 = N 0 Z a IL J 0 J z cc Cr 4 Z cc J V m0 a = N 0 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA S53*39'50"E - 603.00' 71.47' 35.78' 06'47 28 C2 397.00' 1 90.58' 45.49 13'0419 " C3 870.00' 49.68' 24.85' 03*16-18" LINE TABLE LINE BEARING LENGTH Ll S53*39'50"E 45.00' L2 S08'2312 "E 28.15' L3 S61'3914 E 50.39' L4 S68*25'32nE 75.52' L5 S37*25'1 6"E 167.86' LIS . 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ABBREVIATIONS . �Y�,- --- __ - - t _ W -Q!A, co - , � , � - , �� w! la4 , EP EDGE OF PAVEMENT FS FINISH SURFACE - -,- I/ - -- -,-,- , - " , i _ �_ -- - 4 I -�� --,,,, ----,' - ��:�,,_ -1, i 1, - ft, r - I � I - , I I - -, � , -11 c" __ � _ lz� - --- - I 1� , I- - 'i , TC TOP OF CONCRETE OE OVER �,, �� _ -�� , ------ z�z- m, / - . , I I �, � z- � I -, � ,! A -ItIn 6. 1 79 1 I i CURB AND GUTTER 11, i i - ".- - -,-, - _ . -,,- , -, �_ -, '---- . - __ I ____, ��Z� � - , _�l 41- 1 '11, _j , _,�� - - - --- '�,: �_ ` � i - I - -, _� - .'_,_i�-__� __�� ---,,___ `-��-_':',.,'�,r�___ _�1________. � - ; - , __ I �, I I - p \1 I., --___, - -,-- � , FL FLOWUNE FF FINISH FLOOR 1_i I / -- _ _ _:� ,_ *_ -----,- _ --zz -- ` ` , - , - I <�-:� --.--, -_ -. , ______ II \ - 10" � _41 =,_, - - - - - I � \ _l - I. .fteuc - - . IL ,--< - `_ _ - � __ - 11___�, , I,- 11 � I - CL CENTERLINE FC FINISH CONCRETE PARKING AREA R_OWUNE :-,-�',-,-----------,---,------- I , - ", ___ -, ,_ - __:� -_ - &I i --��-,_ --llj �, 11, " ,�,L,i 0 ELEV ELEVATION GRADE BREAK __ - -, ---- - - ,--- """� - f ,,, � _ - 1, I - \ 1i �_,` I -�,,�, -`�: ' � __,__ 'r 7 - I 1- __ - , I ,�� I , 'r L4 GYMS DESIGN WATER SURFACE FG FINISH GRADE I 1--,,, _ �_� r____ -��Z ` I - �, . _4 GB ==---='-=r=-'-:-_--"-':==--'.�-,,-EXIST. CURB AND GUTTER \11 -,�,, '-,,-- - __ - - ,�,___ ... ... --- ��, "'. - � � -----,-- I'- _�� , 11 �_:_"', _' ____ ______:_`___ ____��' r , __ � ,� � -,-- - 1, 1� ,�7 - -, _ , -, ;� -, , _ - , - _�&:J- -,�� -1 n ,� ___� )� , - ,_ " " _��_-__ , _ --- - --- " - __ " , - - - - , ,-- i -_�, ,2"'! ______ ,; 4'... .,�r I - ___ _�� -___ r___,___ ---j, - �,�� __�_- �21`lillJ� _,`�-- �/ - - - - - - - , _ _ __ L --�,_ - '7�� -, ,_ ,�---: ---- __ " - !,,.r - --1-S' - *a . 4 . - .��C� I --,-- � _ -, _-_1I, '__� _ 11 IV` BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE CENTERLINE OF STREET , - , `Zi�,,�_, , _�, _ , - , ,,""., _, , ,Z -1 ,-- -- �,- 1, - ------ - -,_ -"- - ______id�,61__ ----------- EXISTING GROUND CONTOUR --------- - - :____- �� __�- ,,- i_,;,-____, - _- , -,-- , -�-z,z ------ - -- I ; - , , _ _ / ____ �� ,,, � - _', __ - , , 4:___- , , - - , - - __ - - , , ,_, - -- - - --- '__ 1 1�4 " - - -----,__��Z_-_z, _ - , ____� 1, ______, .; � _ _ _:-,- _____ __ !1I *w -j -OF-WAY _ --- _ _ '' -- - _Ij - PROPERTY LINE / RIGHT , __ � �_ ________ ____ - 1_ , -, , r I - - Z_z , 0 - ,---- : ------ :. - , I _ .. r, -- I- _ , - -_ i: - ia� - FP 100.00 PROPOSED PAD ELEV. ,7Z_Z� I---- , . - - PAD COMPACTION LIMITS ____ ___ _____-� -l", _ ____,__,, _,___�,r _`_,�__ , __ , , - ---------- , --�-- � " -, ,� � - 1�1,17 ,- __ ---- " -, -__, ::, _/ -� -4- - -I--_--- �_ - I "I - ------ --- - -, � -1 , lr�, - . - - - " , � �---- -- - - + ASBUILT/AS-GRADED PAD ELEV. - -1 ,_ - --f ,, c I--- _____�_ . r ... I "", - �7:�--_ _-,&��6- __ --- -,-- - __--- - ____ D- STORM DRAIN -_ -1 I " ____� _;Zz�l --------- -'--- PROPOSED BASIN PER I - - _ �j-_ R17 - - --- -, , _� , -Zz�� "A - PROPOSED GUTTER FLOWUNE ELEV. CITY IN THE HILLS - - 1, , ,-I - -- 'SULFL --- _ _ , , '�-----r_:--,----------.--------�,, -- - TYPE "A" CATCH BASIN WITH 3.5' WIDE SECTIONS 17 & 18 - -,,-, OPENING UNLESS OTHERWISE NOTED _____� I ___--r__ ____�___. _-:�_ , _-- -,--- _4_�� ,' ,,_,, EXIST. TOP OF CURB ELEV. SEWER & STORM DRAIN PLANS �___ -1 _� _ , ____ - I - - - 11 I I - - - - __ _,� - - _ - -,-,: �, -"+- - -_ __� *----- - .- -1 I - .__1_______.._,_ "., __.____ ___ __ ____ PHASE I ,--- '3�� __ _�-----, -- _7�," �, " - _ EXIST. STORM DRAIN ___ __ ___ -. - , _ . - EXIST. GUTTER FLOWUNE ELEV. VOLUME REQUIRED: 38.24 AC.FT.- I------ _41C"t ---- _-, - ,_ - r " __ --- - __ _1 TRACT BOUNDARY 1, __ " '--I------- ___ ___ � - �mm�mm� mm� _-� ____ � , -"-- -:_,-- --- VOLUME PROVIDED: 39.48 AC.FT.-.--..-- -� -_ __ - - -, --------- --�_____ - �, ,X&7_0J_1 PROPOSED LANDSCAPE ELEV. 0 * 0 * * 0 0 * * 0 0 0 * 0 9 0 0 LIMITS OF GRADING OUTSIDE DWS ELEV: 697.00 - -_ -_ ______ -----"-----"-,--- ______ - L I I - BOTTOM OF SUMP: 687.00 �__ _ -_ __ - - 0.315X DIRECTION AND PERCENT OF SLOPE OF THE TRACT BOUNDARY STARTING HGL ELEV. 692.00 -_ --- __ -_ -, - _,,�_ ---,-" - - -- ______ -------,-..- - L------- 0� DEPTH OF SUMP: 11 FT. I - ---I-''-'-- ____ " FOR DRAINAGE SECTION LINE I,- ----,-,__,_, ----- --'- ____� � ,-,,- rl. I— " __ _ + __-, __ 1, - Q,) , - FP;7 - '_ - I- --- - ___ , . � I - I . I 1 um- 11 , q6o " I •\ ill I ` ",�,z I ; +7 1 'I, � I I I I I ; i 1� I 1* ,I �, \1 1Z I `� `\ `,, -1, " , L'��', " 11 " 11 I l, " `�� +'I I @I, .%;-Z-.- �� Q71a to % -1 � I � d pw 1 __/ ill � i . � I I I I � I � Z� � � I/ ; 11 I . I i I .V_6 � , � � i I I , � --- -- '----,-- �_, .. . ;; 11 % I 11 , � ; , \ I I I � 03 � , i - I �,, ,,, 09 '** ft I LF.49', i � i P ,11 I z � . � I I �_!� � , " --,--.", - -.- - - 11 � � 1 - I 11 � -4 -,2,_1 , I -1 " - I I % I � - � / ! 0. 1, I , -1 , L�ft " I-— _ I I ,,-% ", -, I `III, 7- 71n - _�� -I- ' __1 - , ��4, __ 11� I— I I i - I � � i � I i IIII"IIIIl I ", L 1. I - __",�_ � -:,7,- I '1�1 /I / 11 . ! � - " E2"_' . . � � � " , 1, s ,_--,+_, - IIIII qIIIl - 1, I l I 11 I I I I'� f IU6, -I� I- " , 6 -- - 1, 04-� -1 `-----_____,,-'� � I . I . I I ", , , `,�, -, / � I I i - , I ! I I k � I 11 -_ \ ',- I - _ , � I I I I � \ -- , I I I � , �, 1. % -1 ,_ CT ", 'it _ , 1� ,I I 1, __ � - I � BOUNDARY ", ,11 , 1, � - __ s - " - - -- ", I I � � �, I � 1 13, , I � "," -,- ,-, I /� i',!-�'� - �,_ - _`_� TRACT ,- " I 11 ', ; � � Z, - , , � - I I � . I � , , I 7 ., � -,,-. t --GRADING "I � " J I 11 - , '___� , / "I I-,-- _. -1" I _ -~ ------Wooiiiiiilliiiiillllllll,ll-- - Ill _` ,tv _OR"AGE EASWWT N 0 z - -- I�� /I,�'j� �,1i__,II _ ,___, ,,�\"-1 11, ", \ ".-- 170 � _ I. _�� ,__� 4/ , I 'DRAIN SR)MED ,_1_11 -I' - - &INITE PRO%9"TS 10 �'_�_�" �"� "' �3, !`��` "" " ' " 4 ', I ' � _;�-,_ .. ... ..... - ,, ,, 'rl ,_'�""�_ _�� , - i ,,-, _� -1 E __ I , __ -,, , _1� " - ,,� P�- j_�,, , - MXD 4f - , __ , -- - _�, - __ I" - N 1 "" - / - ,`�z- -- --, - , - - - z -, �, . -, / " _ z� _;��_ I ,�!�'__,_c #I- Im, tw, _F!�, I � I - -__ -, 1'��, l __��', , 1_ , M PWGM FOR---- � �, , - " . ..... - _". -.1 _z- t__� - --- --- , - � " � __ _ / �� 11i ___ '=_11111 - , , I _ / I� �, 'i- ------ �', _Z_ - " , I ---z: - '- - t4 -- -,�,,�_-__-_-��----- " / "I I I ! I I , , I I -1. __Z_'z�z_z_� - - !,- ,, USE o k - _..�� _ ---,- � ,_ _,1 ------------ , 77- __T ,. � ILI I - , " � ,�,,� ,; � 'N". I � I :,� . !___ _ 11 -- �� `___11 FUTURE USE - " � Afmva" AW 1-1 , I � \ "� I ,, _l,� "� -7 - ,� -,- _�'- I I ", , 7:�: , rz:� q _; 1_1 _. �, -i " � Iz - 1� , I , __ _v -1 -�_, /" � I . " / I . __ . , I � i � 11 \_ 1, �_��, � 11 1 ' -- 11 - VS2 PA � (D z Of LU LLJ z I Wk cr) i i L Alll .1 J 0 z IIIIIIIIIIII :c In >. 9 • LLJ 'm , = I 0 I z < cr) i i L Alll .1 J 0 z IIIIIIIIIIII :c In >. 9 < W LLJ 'm (D = I 0 I- Cc ui 0 3 < z � ix CD � 4c IE, co >. < �_ IIIII- .j � IIIIIIIIIIII :3 c .) in . 0 CO) � < F. R s a I a c Is � I -c - IdNRAI z < cr) i i L .1 J 0 z IIIIIIIIIIII :c In >. 9 < W LLJ 'm (D = I 0 I- Cc ui 0 3 < z � ix CD � 4c IE, co >. < �_ IIIII- .j � IIIIIIIIIIII :3 c .) in . 0 CO) � < F. R s a I a c Is � I -c - R 2' PAD ELEVATION PROPOSED 2% 29' BLOCKWALL PER WALL PLANS -PAD ELEVA77ON 2. 1 SLOPE SECTION A SCALE: 1-=5'k,4 TYPICAL FOR ADJACENT LOTS WITH AN ELEVATION DIFFERENCE OF 0.3 FT. OR GREATER. LOT ELEVATION R/W 27, N 2' PAD ELEVA71ON 2% VARIES 9' TO 15' 75.94' LANSCAPE LOT 2' 5' SLOPE VARIES SLOPE VARIES M-% 2�-309; SECTION SCALE: 1"=5'\- 4 R FUTURE CU T PADS BLOCKWALL PER WALL PLANS leUIDA('nnAl UMI TS 2' 2% LOT ELEVATION 7E24" OVEREXCAVATION (SEE NOTE 23) q OAK PARK DRIVE R/W VARIES 27' TO 36' VARIFS 18' TO 24' VARIES 7' TO 12' 2 R/W ti 2 0 PROPOSED W00� 10' BLOCKWALL PER ^U p �tpJ WALL PLANS HIGHWAY 178p W EXISTING BACKFILL UPON A. C. PAVING PROPOSED CURB AND GUTTER PROPOSED PROPOSED 4.5'COMBINATION cux PROPOSED 4.5' COMBINA77ON SDEWALK SID CURB AND GUTTER PROPOSED SIDEWALK a j I 2.1 SLOPE 2' 4 2Z 290 ELEVA77ON SECTION I Y 4: 1 MAX. Y SECTION H a W ROUGH GRADING LINE m �O p Ncs J W U k -el m m 3 5' 2' 2' 5' N 2' PAD ELEVA71ON 2% VARIES 9' TO 15' 75.94' LANSCAPE LOT 2' 5' SLOPE VARIES SLOPE VARIES M-% 2�-309; SECTION SCALE: 1"=5'\- 4 R FUTURE CU T PADS BLOCKWALL PER WALL PLANS leUIDA('nnAl UMI TS 2' 2% LOT ELEVATION 7E24" OVEREXCAVATION (SEE NOTE 23) q OAK PARK DRIVE R/W VARIES 27' TO 36' VARIFS 18' TO 24' VARIES 7' TO 12' 2 R/W ti R 0 PROPOSED W00� 10' BLOCKWALL PER ^U kSTATE �tpJ WALL PLANS HIGHWAY 178p W EXISTING BACKFILL UPON A. C. PAVING PROPOSED CURB AND GUTTER LANDSCAPE/SIDEWALK AREA PROPOSED 4.5'COMBINATION p 2% SDEWALK SID PAD ELEVATIO PROPOSED 2 - 'PAVEMENT a j PA VO4EN T 2.1 SLOPE 2% Q 2Z 21 MIN. ELEVA77ON SECTION I 4: 1 MAX. Y SECTION H a W ROUGH GRADING LINE N �O J UI p -el m 5' 2' OAK PARK DRIVE SC \T/ 2' 2% 2% 2% PROPOSED 0.2' BELOW 5' SIDEWALK FLOWLINE 0.2' BELOW FLOWLINE SECTION SCALE: 1 =5 4 R 2' VARIES 9' TO 15' 2' 2%2% 296 LOT "NATION PROPOSED 0.2' BELOW 2: 1 SLOPE 5' SIDEWALK FLO7 WLINE SECIION J SCALE: 1 =5 4 ADDITIONAL WIDTH FOR R R STATE HIGHWAY 178 20' VARIES 2' 4' 3'-13' on PAD ELEVA TIO ~ m m ±' SWALE* 2. 1 SLOPE *TEMPORARY OVERFLOW CHANNEL IN CASE OF DRAIN FAILURE SECTION 419) SCALE: "-5' 4 R FUTURE BLOCKWALL PER WALL PLANS I 2, 5' SLOPE VAF tOT ELEVATION 27 1% TO 25% PAD ELEVA VARIES 21 ' TO 30' 2 4:1 MAX. RR 75' VARIES 9' TO 15' 2' Q PRI VA TE PARK Q 2' W � m°p CROWN PARK p FOR DRAINAGE _ ; 1% MIN. 1% MIN. PROPOSED, 5' SIDEWALK VARIES 45' TO 51' 2' SLOT 10%ES 2% ° SECTION 4K SCALE: 1 TRACT BOUNDARY SECTION G SCALE: 1 =5 4 R FUTURE BLOCKWALL PER 1 WALL PLANS SECTION SCALE: 1"=5 4 ES 29 TO 35' VARIES 9' TO 15 VARIES 29' TO VARIES 9' TO 15' I I Fs 2' VARIES 24' TO 36' 2' RHES o P � TO ,3 Tp VARIES VARIES Ep 1 3 0% 09° 1.5% 2.0%' 3.0 3.4%' 0 2' 0.2' 0.5' 0.2' BELOW 0.2' BELOW FLOWLINE FLOWLINE ROUGH GRADE LINE IS AT 0.2' BELOW FLOWLINE ELEVATION 0.5' MIN. VARIES 9' TO 15' 2' G PROPOSED BLOCKWALL PER WALL PLANS OT ELEVA 2' PAD ELEVA 2% 2% PROPOSED 0.2' BELOW 5' SIDEWALK FLOWLINE CUT PADS VARIES PAD COMPACTION LIMITS 2' EXIST. GROUND I ----- ______.___–____ ...-.�-__ ----- --- --- ----- _-___ - - - FINISHED PAD 2. 1 SLOPE 12' OVEREXCAVATION (SEE NOTE 23) SECTION C u TYPICAL ROUGH GRADING SECTION HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' T ELEVATION L- 2: 1 SLOPE FILL PADS PAD COMPACTION UMI IS FINISHED PAD (SEE N07E 23) 24" 0VEREXCAVAT W R/W ti R 78' PROPOSED W00� 10' BLOCKWALL PER ^U kSTATE �tpJ WALL PLANS HIGHWAY 178p 2'ADD177ONAL WIDTH FORQjSTATE HIGHWAY 178 EXISTING BACKFILL UPON A. C. PAVING WLu� LANDSCAPE/SIDEWALK AREA COMPLE77ON SECTIONS 17 & 18 STREET 2% CONSTRUCTION PLANS PAD ELEVATIO OF WALL 2' a 2.1 SLOPE 2.1 SLOPE Q 21 MIN. ELEVA77ON SECTION I 4: 1 MAX. T ELEVATION L- 2: 1 SLOPE FILL PADS PAD COMPACTION UMI IS FINISHED PAD (SEE N07E 23) 24" 0VEREXCAVAT W ti R R 20 R W00� � ►Z, � 2 ^U kSTATE �tpJ J HIGHWAY 178p 2'ADD177ONAL WIDTH FORQjSTATE HIGHWAY 178 EXISTING r27- A. C. PAVING WLu� PER CITY IN 77 -IE HILLS EXIS77NG GROUND SECTIONS 17 & 18 STREET 2% CONSTRUCTION PLANS PAD ELEVATIO 2% EXISTING CURB AND GUTTER PER CITY IN THE HILLS SECTIONS 17 & 18 STREET CITY HILLS DRIVE CONSTRUCTION PLANS SECTI4 SCALE: I.= 5' R TRACT BOUNDARY R VARIES 15' TO 40' R 2' TRACT 6498 THESE LOTS ARE PAD ELEVATION DESIGNED TO DRAIN TO STREET (SEE PLAN VIEW) SCOP VARIES ? / S oUND PAD ELEVA TION-N.,",2:A 1.75'-5.05' looms EXISTING GR 2' 2' SLOPE VARIESTEMPORARY SWALE WILL O% 0 $3% 2% LOT ELEVATION BE FORMED IF TRACT 6498 DEVELOPMENT LOT ELEVATION 2% IS NOT YET COMPLETE SLOPE VARIES SECTION SECTION SCALE: 1"=5' 4 SCALE: 1-=5-\,4,/ TRACT BOUNDARY R 35' 35' O C9 PRIVATE LANDSCAPE LOT cO PRIVATE LANDSCAPE LOT Q J � 2' 2' 2% 2% PAD ELEVATION EXISTING GROUND EXIS77NG CURB AND GUTTER 2.1 SLOPE SECTION SCALE: 1"=5' 4 R TRACT BOUNDARY 2' EXIS77NG GROUND SLOPE VARIES PAD ELEVA 77 1.75'-5.05' SECTION im SCALE: 1 =5 4 TRACT BOUNDARY R 35' 35. PRIVATE LANDSCAPE LOT p Z PRIVATE LANDSCAPE LOT 2' I 2' PAD ELEVATION BACKFILL UPON _41141 COMPLETION OF WALL SECTION SCALE: 1"=5 4 2% EXISTING GROUND -- EXIS77NG CURB AND GUTTER J -05:) PNS CL R 20' R R 20 R Z � = ADD17IONAL WIDTH FOR kSTATE J HIGHWAY 178p 2'ADD177ONAL WIDTH FORQjSTATE HIGHWAY 178 r27- WLu� EXIS77NG GROUND m 2% o m PAD ELEVATIO ��...�EXI�SRNGGROUND a 2.1 SLOPE 2.1 SLOPE Q Z SECTION I SCALE: 1"=5'\,4./ SECTION H a SCALE: 1 =5 4 R TRACT BOUNDARY R VARIES 15' TO 40' R 2' TRACT 6498 THESE LOTS ARE PAD ELEVATION DESIGNED TO DRAIN TO STREET (SEE PLAN VIEW) SCOP VARIES ? / S oUND PAD ELEVA TION-N.,",2:A 1.75'-5.05' looms EXISTING GR 2' 2' SLOPE VARIESTEMPORARY SWALE WILL O% 0 $3% 2% LOT ELEVATION BE FORMED IF TRACT 6498 DEVELOPMENT LOT ELEVATION 2% IS NOT YET COMPLETE SLOPE VARIES SECTION SECTION SCALE: 1"=5' 4 SCALE: 1-=5-\,4,/ TRACT BOUNDARY R 35' 35' O C9 PRIVATE LANDSCAPE LOT cO PRIVATE LANDSCAPE LOT Q J � 2' 2' 2% 2% PAD ELEVATION EXISTING GROUND EXIS77NG CURB AND GUTTER 2.1 SLOPE SECTION SCALE: 1"=5' 4 R TRACT BOUNDARY 2' EXIS77NG GROUND SLOPE VARIES PAD ELEVA 77 1.75'-5.05' SECTION im SCALE: 1 =5 4 TRACT BOUNDARY R 35' 35. PRIVATE LANDSCAPE LOT p Z PRIVATE LANDSCAPE LOT 2' I 2' PAD ELEVATION BACKFILL UPON _41141 COMPLETION OF WALL SECTION SCALE: 1"=5 4 2% EXISTING GROUND -- EXIS77NG CURB AND GUTTER J -05:) PNS CL cm Z = J a WLu� D a Q Z C�3 � a J Q