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HomeMy WebLinkAbout1.7-6531 Ph 1 & 2 As BuiltsSITE PREPARATIDN GENERAL NATES 6t1ERAL SITE.CLEARING, :SHIlULD I14CLUDE REMOVAL LIF VEGETATION, EXISTING 1. ALL GRADING SHALL CONFORM WITH CHAPTER 33 -CALIFORNIA BUILDING CODE UT.ILITDES, .STRUCTURES INCLUDIN6FOU1NDATIONS, .BASEMENT WALLS AND AND STANDARDS PERTAINING THERETO. ALSO REFER TO SOILS REPORT FLOORS, EXISTING. STOCKPILED SOIL; TREES AND ASSOCIATED RMT SYSTEMS, PREPARED BY KRAZAN AND ASSOCIATES FOR THIS TRACT, RUBBLE, RUBBISH, AND ANY 11= AND/IBR SATURATED MATERIAL..S. SITE 2, ALL CUT AND/OR FILL SLOPES SHALL NOT BE STEEPER THAN TWO (2) STRIPOING SHOULD EXTEND TO A MINIMUM DEPTH OF 2 TO 4 INCHES, OR UNTIL ALL HORIZONTAL TD ONE (1) VERTICLE. ORGANICS IN EXCESS OF 3 PERCENT BY VOLUME ARE REMOVED. DEEPER. 3, ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET F a $'TRIPPING 14AY BE REQUIRED IN LOCALIZED AREAS, THESE MATERIALS WILL NOT HORIZONTALLY OF THE TOP IF EXISTING AND/OR PLANNED SLOPES, CITY OF $E'SUITABLE FOR USE AS ENGINEEREDFILL, HOWEVER, STRIPPED TOPSOIL MAY 4, ALL. FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER BE STOCKPILED ANV REUSED IN LANDSCAPE OR NON-STRUCTURAL AREAS. UNSUITABLE MATERIAL FOR A STRUCTURE FILL AND THE AREA SCARIFIED TO A DEPTH OF SIX (6) INCHES. FOLLOWING` STRIPPING OPERATIONS, ALL DISTURBED AREAS SHOULD BE RECO MPACTED. 5. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (511) SHALL BE KEYED AT A MINIMA IT IS RECOMMENDED •• THAT THE EXPOSED SUBGRADE IN BUILDING PAD, AND BENCHED TO SUPPORT FILL, EXTERIOR FLATWORK AND PAVEMENT AREAS, BE EXCAVATED/SCARIFIED TO A DEPTH OF 6. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) AT, LEAST 12 INCHES, _WORKED _tNJTIL UNIFORM AND FREE FRC�'I LARGE CLODS, INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE HbiSTURE-tONDITIOMIED AS NECESSARY, AND RECOMPACTED TO A CONTENT BY AN APPROVED METHOD: BAKERSFIELD 7 ENGIMEER/BUI1 Mir MCWTAL WILL BE NOTIFIED FORTY EIGHT (48) H171112S ROBERT E. SMITH RCE 35473 EXP. 9-30-07 DATE 5251 OFFICE PARK DR,, STE, 400 BAKERSFIELD, CA 93309 ENGINEER: SMITHTECH/USA, INC, 1424 17TH STREET BAKERSFIELD, CA 93301 REAR P,L. 6V �' BUILDING PAD CvAz �;� �� A,, Q- - ---------------- --------r-- V AR. FRONT P,L, TYPICAL LDT GRADING Draw+Ing Filet FrGRD6531 NOTES: SIDEYARD SLOPE TO BE 2% FOR 10' OR TO PROPERTY LINE AS SHOWN ALL LOTS TO BE GRADED ACCORDING TO THE TYPICAL DETAIL UNLESS OTHERWISE OTHERWISE INDICATED ON THESE PLANS FINISH GRADING & SWALES TO BE COMPLETED BY BUILDER AT TIME OF HOUSE CONSTRUCTION. PADS TO BE GRADED FROM FRONT TO BACK AT .5% AT ROUGH GRADE TRACT No, 6531 UNITS 1 & 2 GRADING PLAN BENCH MARK SETS TOP OF BRASS DISC AT THE SE COR, OF SEC. 34 30/27 ELEV, 346.16 _ BENCH MARK USED, BRASS DISC 37' N, OF CL HWY 119, 21' E. OF CL STINE ROAD ELEV. 347,77 U.S•G.S. DATUM NAVD83 TOTAL ACREAGE MINIMUM OF 90 PERCENT OF MAXIMUM DENSITY BASED ON ASTM TEST METHOD D1557, LIMITS OF RECOMPACTION SHOULD EXTEND 5 FEET BEYOND PRIOR TO PLACING OF ANY FILL MATERIAL. STRUCTURAL ELEMENTS. THIS COMPACTION EFFORT SHOULD STABILIZE THE. 8, ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90%) PERCENT SURFACE M;LS AND LOCATE ANY UNSUITABLE OR PLIANT AREAS NOT FOUND MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD PER CALIFORNIA DURING:OUR FIELD INVESTIGATION. BUILDING COIF SECTION 330.5 AND SO CERTIFIED BY TESTS AND REPORTS _ FROM SOILS ENGINEER. NEW BURIED LINES AND IRRIGATION LINES MAY BE ASSOCIATED WITH THE PREVIOUS AGRI- 9, ALL SLOPES IN EXCESS OF THREE (3) FEET IN VERTICAL HEIGHT SHALL BE ]a a9 a'w CULTURAL DEVELOPMENT, IN ADDITION, A GAS LINE TRENDS NORTHWEST TO SOUTHEAST PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION, 113 THROUGH THE CENTRAL PORTION OF THE SITE. ANY BURIED STRUCTURES ENCOUNTER- 10, DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND 39 ED_`DURING CONSTRUCTION SHOULD BE PROPERLY REMOVED AND/OR RELOCATED, THE ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES 36 RESULTING EXCAVATION SHOULD BE BACKFILLED. EXCAVATIONS, DEPRESSIONS, OR WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT, BERKSHIRE SOFT AND PLIANT AREAS EXTENDING BELOW PLANNED FINISH SUBGRADE LEVEL SHOULD Il. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES, BE CLEANED TO FIRM UNDISTURBED SOIL AND BACK-FILLED WITH ENGINEERED FILL 12. SURFACE DRAINAGE TO BE ONE (17.) PERCENT MINIMUM, EXCEPT AS IN.;GENERAL, ANY SEPTIC TAWS, DEBRIS PITS, CESSPOOLS, OR SIMILAR STRUCTURES WAIVED BY THE BUILDING OFFICIAL, f SHOULD BE ENTIRELY REMOVED. WATER WELLS SHOULD BE ABANDONED IN 13, GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH KERN COUNTY STANDARDS. CONCRETE FtETINGS SHOULD BE ACCORDANCE WITH CHAPTER 70 OF THE CALIFORNIA BUILDING CODE. 3-. REINED TO AN EQUIVALENT DEPTH OF AT LEAST 3 FEET BELOW PROPOSED FOOTING 14. THE FACES OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A ELEVATIONS, OR AS RECOMMENDED BY THE SOILS ENGINEER, ANY OTHER. BURIED GROUND COVER INDIGENOUS TO THE AREA, ROAD STRUCTURES SHOULD BE REMOVED IN ACCORDANCE WITH THE SOILS ENGINEER. 15. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUIPERVISOR CONTROL 106 THE RESULTING EXCAVATIONS SHOULD BE BACKFILLED WITH ENGINEERED FILL. FIRING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE lil a ! 41 I.-.�' I PLANS; SPECIFICATION AND CODE WITHIN HIS PURVIEW, ! 43 THE UPPER SOILS, DURING WET WINTER MONTHS, BECOME VERY MOIST DUE TO 16, ALL CONSTRUCTION EQUIPMENT SHALL BE TUNED AND MAINTAINED IN 4t� - TME ABSORPTION CHARACTERISTICS OF THE SOIL, EARTHWORK OPERATIONS ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 17` PERFORMED DURING WINTER MONTHS MAY ENCOUNTER VERY MOIST, UNSTABLE 17, WORK CREWS SHALL SHUT OFF CONSTRUCTION EQUIPMENT WHEN NOT IN SOILS, WHICH MAY REQUIRE REMOVAL TO GRADE A STABLE BUILDING USE, FOUNDATION, PROJECT SITE WINTERIZATION CONSISTING OF PLACEMENT OF 18. ANY WORK WITHIN EXISTING CITY RIGHT OF WAY WILL REQUIRE AN OPEN AGGREGATE BASE AND PROTECTING EXPOSED SOILS DURING THE CONSTRUCTION STREET PERMIT, PHASE SHOULD BE PERFORMED, 19, USA NOTE, A REPRESENTATIVE OF OUR FIRM SHOULD BE PRESENT DURING ALL SITE ANY WORK ON THE PROJECT (1-800-227-2600), CLEARING AND GRADING OPERATIONS TO TEST AND OBSERVE EARTHWORK 20. AN OPEN STREET PERMIT SHALLBE OBTAINED FROM THE CITY OF BAKERSFIELD 6' - 7' CONSTRUCTION. THIS TESTING AND OBSERVATION IS AN INTEGRAL PART OF OUR PUBLIC WORKS DEPARTMENT FOR ANY WORKS PERFORMED WITHIN EXISTING SERVICE AS ACCEPTANCE OF EARTHWORK CONSTRUCTION IS DEPENDENT UPON ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, COMPACTION OF THE MATERIAL AND THE STABILITY OF THE MATERIAL. THE SOILS SECURITY BASED ON AN APPROVED ENGINEERE'S ESTIMATE FOR THE WORK ENGINEER MAY REJECT ANY MATERIAL THAT DOES NOT MEET COMPACTION AND PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE STABILITY REQUIREMENTS, FURTHER RECOMMENDATIONS OF THIS REPORT ARE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. PREDICATED UPON THE ASSUMPTION. THAT EARTHWORK CONSTRUCTION WILL 21. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT ] 22 - 45 SAWCUT Y AND MATCH EX. PAVEMENT CONFORM TO RECOMMENDATIONS SET FORTH IN THIS SECTION AND THE DISCHARGE ELIMINATION SYSTEM (NPDES), A 'NOTICE OF INTENT' (NOD) TO COMPLY !S ALL EZMT ENGINEERED FILL SECTION, WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER - �� --�' OCEAN JASPER - -- ASSOCIATED WITH CONSTRUCTION ACTIVITY (WO ORDER NO. 92-08-DWQ) MUST BE - ------ FILED WITH STATE WATER RESOURCES CONTROL BOARD IN ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER ENGINEERED FILL POLLUTION PREVENTION PLAN (SWPPP) IE PREPARED, CONTINUOSLY CARRIED �- j THE ON-SITE NATIVE AND FILL SOILS ARE PREDOMINATELY SILTY SANDS, AND SANDS. OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL i THESE SOILS WILL BE SUITABLE FOR REUSE AS ENGINEERED FILL, PROVIDED THEY ARE CONSTRUCTION HOURS. CLEANSED OF EXCESSIVE ORGANICS AND DEBRIS, THE PREFERRED MATERIALS SPECIFIED FOR ENGINEERED FILL ARE SUITABLE FOR MOST APPLICATIONS WITH THE EXCEPTION OF EXPOSURE TO EROSION, PROJECT I ' SITE WINTERIZATION AND PROTECTION OF EXPOSED SOILS DURING THE CONSTRUCTION PHASE SHOULD BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, SINCE HE HAS LEGAL DESCRIPTION COMPLETE CONTROL OF THE PROJECT SITE AT THAT TIME• LOT 9 OF P.M.W. #04-0357 AS PER THAT _- PRIVATE .ENGINEERS NOTICE T CDNTRACTQRSBEING ❑ ICE ❑ CERTAIN CERTIFICATE OF COMPLIANCE RECORDED THE EXISTENCE AND L13CATIOJ OF ANY UNDERGROUND UTILITY PIPES DR STRUCTURES SHOWN DECEMBER 14, 2004 AS DOC, #0204307843, O,R, ON THESE PLANS ARE OBTAINIED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST IN THE OFFICE OF THE KERN COUNTY RECORDER. OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP, g 1.0C 1 99 E 98 97 ALSO BEING A PORTION O F THE NE, 1/4 O F S E C 95 THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LIDS SHOWN AND ANY OTHER LIMES NOT OF RECORD 13R NOT SHOWN ON THIS 27, 30/27, M,D.M, IN THE CITY OF BAKERSFIELD, ' 58 DRAWING' COUNTY OF KERN, STATE OF CALIFORNIA, SS ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH 53 52 INFORMATION OR DATA, j 49 ' UNDERGR13UND SERVICE ALERT SHALE BE CONTACTED TWO WORKING DAYS PRIOR TO CONST- c U% MIN - 3.57 MAX may' =•arc - - RUCTIOR 1-•800-227-2600 N 89'11'40' V 20.00 87 ADDITIONAL NOTES ENGINEER'S STATMENT; 59 60 I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH OWNER: ASHE ROAD DEVELOPMENT, LLC 63 CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, P]O, BOX 2346 --•—__-i-._ i 1 65 67 AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVI- 1 ' FUTURE TYPE 'M` DIAN CURB TO i SORY AGENCY OR OTHER REVIEW BOARD, BAKERSFIELD, CA 93303 = �_ I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS 86 AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN- DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. SUBDIVIDER: LENNAR HOMES OF CALIFORNIA ROBERT E. SMITH RCE 35473 EXP. 9-30-07 DATE 5251 OFFICE PARK DR,, STE, 400 BAKERSFIELD, CA 93309 ENGINEER: SMITHTECH/USA, INC, 1424 17TH STREET BAKERSFIELD, CA 93301 REAR P,L. 6V �' BUILDING PAD CvAz �;� �� A,, Q- - ---------------- --------r-- V AR. FRONT P,L, TYPICAL LDT GRADING Draw+Ing Filet FrGRD6531 NOTES: SIDEYARD SLOPE TO BE 2% FOR 10' OR TO PROPERTY LINE AS SHOWN ALL LOTS TO BE GRADED ACCORDING TO THE TYPICAL DETAIL UNLESS OTHERWISE OTHERWISE INDICATED ON THESE PLANS FINISH GRADING & SWALES TO BE COMPLETED BY BUILDER AT TIME OF HOUSE CONSTRUCTION. PADS TO BE GRADED FROM FRONT TO BACK AT .5% AT ROUGH GRADE TRACT No, 6531 UNITS 1 & 2 GRADING PLAN BENCH MARK SETS TOP OF BRASS DISC AT THE SE COR, OF SEC. 34 30/27 ELEV, 346.16 _ BENCH MARK USED, BRASS DISC 37' N, OF CL HWY 119, 21' E. OF CL STINE ROAD ELEV. 347,77 U.S•G.S. DATUM NAVD83 TOTAL ACREAGE R/W R/W 10' 18-2C"` 18-2A"' 10' . .rn IT TOTAL ACREAGE: 78,25 GROSS AC, TOTAL LOTS: 300 BUILDABLE PHASE OF CONSTRUCTION ALL UNITS TO BE GRAVED SIMULTANEOUSLY CROSS SECTION - 60 R/W PLATE ST -15 - REVISED N.T.S. TYPICAL LOCAL STREET T,I, A,5-- R-VAL -9 ,20' A.C, OVER ,47' C.A.B. OVER 50' 90`/. COMP, EI,G, R /w 3' 5, 45' LANDSCAPE It, 34' LOT ! 6' BLOCK WALL typ, � 2, 1 `n STANDARD 55' SIDEWALK 1/4' PER FT, PER CITY STANDARD S-34. i I• - i _ If �c - �1!t = Ili .. - `�'- *B.O.W. TO R,O,W/EASEMENT - 44 MAX, , 2% MIN, 1 '`1\It� \-3' BELOW FL { ROUGH GRADE LINE COLLECTOR - BERKSHIRE ROAD PLATE S-27 - REVISED N.T.S. AT STATION 15+1406 -- 28+35]16 CROSS SECTION Td, _6'Q _ R-VAL __29 _ .25' A.C. OVER 31' C.A.B. NOTE: FOR PERMIT PURPOSES ONLY. OVER .54' 907 COMP, O.G. THE SOIL CALCULATIONS ARE BASED ON GRADING LINES AND ELEVATIONS SHOWN ON THE DRAWINGS AND ARE FOR PERMIT PURPOSES ONLY. ACTUAL QUANTITIES OF EARTHWORK COULD VARY FROM THAT STATED DEPENDING UPON VARYING SOIL DENSITIES AND ON THE DEGREE OF SITE PREPA- RATION ACTUALLY PERFORMED IN THE FIELD. IT IS THE INTENT OF THE ENGINEER THAT COMPLETED GRADING LEAVES NO EXPORT OR IMPORT. TO ACCOMPLISH THIS, ADJUSTMENT OF PADS MAY BE NECESSARY AND WILL BE DIRECTED BY THE ENGINEER. IF IT APPEARS ADJUSTMENTS MAY BE NECESSARY, SUFFICIENT NOTICE MAST BE GIVEN TO THE ENGINEER SO THAT ADJUSTMENTS MAY BE MADE PRIOR TO COMPLETION OF GRADING WORK. C C/ ADJACENT PROPERTY/ PAD 211 MAX. --� ADJACENT PROPERTY/ PAD TYPICAL STEP SEC TION @TRACT BUUNDAR Y A TYPICAL STEP SEC T10N SIDE YARD AND BACK' YARD VICINITY MAP m T 1 S V . LEGEND Y i IRK w 891151m, v PANAMA LANE E' i z i C.ti�..�,�+�� 5i 50 ' 49 48 47 46 145 f 44 \ 29 28 13 14 I i? 43 27 A mo INWOOD WAY /. A 15 11 I 52 53 54 55 156 57 58 Imo! 41 3? , ! al 25 16 i 10 " W64M I 40 1._ 33. ! �. j 24 17 Imo' 9 _ 93 I 92 59 1 ,i I . �1 I� I SCALE: 1 200 j Q 39 34 i 23 18' , 8 I � 91 60I � 38 � -' 35 (3, 22 19 EY �/ MAP FIRE OPAL DRIVE 61 �-� K 1 1 ' ! A i � 90 ; 37 36j 21 2t7 � 6 I 94 I�' 62 z +� , 95 � � 1 ! on 88 63 /1 64 65 6E 67 68 69 70 71 72 ! w1 3 96 1 I I� 87 86 85 84 83 82 1 81 a� I7; .78 77 76 IS I74 73 2 9, V I I I I 1 98 _ _ EMPRESS, 'P6 TREE _------- DRIVE= ' �¢IIT ' l �\ + f, ,n ,, i 21 99 100 101 102 103 1104 1105 106 io1! 147 148 149 150 151 152 153 154 155 156 157) T P. ?A TYP TYPE A' CATCH BASIN PER CDB STD B-14 j 1 I --TYP. STf1,QAl DRAIN PIPE AS A177ED I ! �.�± , — -`+'- "' 115 114 1 113 112 ! 11 1 110 1109 ! 108 ;ICI 1, 146 145 144 143 142 ii 141 140 139 138 1 7 136 STD. CITY Mb1 WNT EACASEAENT PER CI7B STD ST -13 1 I ` i ! -�h ! t ! LTD BE CLWST. LF EXISTS AS KITED) ` T " 1 � , I I i Q,1 I � I > - --CENTER LINE = STREET SLUE o_1 -j �L�.�_.� ! GB GRADE BREAK �•z 6' BLOCK WALL GLEN ROSE AVENUE CR CURB RETURN ----- STORM DRAIN - - - --F ~— ~- NOTES, Ep EXISTING PAYMENT SLOPE DRAINI 1 DETAD i i q I f 13 I I �� MAXIMUM CROSS FALL TO PT V A A' ! I Ii i f t ; I iI( PRC REVERSE CURVE �, ws , i a OW TT ! .1 ' i �- L GU ! . ER H I 12 1 � SHALL BE 05 t0 20 20 10 STREET WIDTH , � 116 11 � 1118 I lig 120 1 2_ (1�3 ,124 125 1126 127 ; �� 128 129 130 1131 � 132 :33 134 PIVC PT OF VERTICAL CURVE a � LOU QE 1�; >WT VO 1 � !� SLOPE FROM HIGH GUTTER BC BEGINNING OF CURVE LOT GRADING iii I tl�fcr TWt! --+ SEE PLAN SHEETS P' j 132 133 134 135 13b 137 138 1 139 140 ' 141 142 1 X43 I 1 2 13 4TITw 8 EC END OF CURVE � � ) � I � ! _� � 6 , I�. 111111, {EIIlI� PCC OF COMPOUND CURVE Emam FLOW LINE I I 1 1 I ) i ,' TRA- I I TRANS TRANSITION __� _, =L- ----, - -- -- - i J--,/ - SLOPE OF FLOW 1-14E— `• LOT PAD ELEVATION ; — — — — — — _ — ——BAnHC*TTE-- !, u - AVENUE N 89'21'40' W —" ! 51.58 131 ' 130 i 129 128 11?7 i 126 1125 10 17 (lb 15 (14 113 12 Iii i0 I - N 84'11'40' V r, 120A0 121 122 ! 123 121 i�l! �,l • �,� . 1 �' 24 25 1 26 27 28 29 30 !Yh I RAC 16351 110 BE CONSTRUCTED PRIOR k 120 TO 531�— — - -- CARROTWI]OD � +r - AVENUE, PANAMA LANE f TTM 6531 j _ NEW ]a a9 a'w 119 Q 113 u Q W'1 40 39 138 37 36 134 BERKSHIRE ROAD W z f z 3S 3-. E`�'101 R % W 6' MICU T ]HEM ROAD 103 1104 105 106 107 ' 108 j 109 �' 110 R/W R/W 10' 18-2C"` 18-2A"' 10' . .rn IT TOTAL ACREAGE: 78,25 GROSS AC, TOTAL LOTS: 300 BUILDABLE PHASE OF CONSTRUCTION ALL UNITS TO BE GRAVED SIMULTANEOUSLY CROSS SECTION - 60 R/W PLATE ST -15 - REVISED N.T.S. TYPICAL LOCAL STREET T,I, A,5-- R-VAL -9 ,20' A.C, OVER ,47' C.A.B. OVER 50' 90`/. COMP, EI,G, R /w 3' 5, 45' LANDSCAPE It, 34' LOT ! 6' BLOCK WALL typ, � 2, 1 `n STANDARD 55' SIDEWALK 1/4' PER FT, PER CITY STANDARD S-34. i I• - i _ If �c - �1!t = Ili .. - `�'- *B.O.W. TO R,O,W/EASEMENT - 44 MAX, , 2% MIN, 1 '`1\It� \-3' BELOW FL { ROUGH GRADE LINE COLLECTOR - BERKSHIRE ROAD PLATE S-27 - REVISED N.T.S. AT STATION 15+1406 -- 28+35]16 CROSS SECTION Td, _6'Q _ R-VAL __29 _ .25' A.C. OVER 31' C.A.B. NOTE: FOR PERMIT PURPOSES ONLY. OVER .54' 907 COMP, O.G. THE SOIL CALCULATIONS ARE BASED ON GRADING LINES AND ELEVATIONS SHOWN ON THE DRAWINGS AND ARE FOR PERMIT PURPOSES ONLY. ACTUAL QUANTITIES OF EARTHWORK COULD VARY FROM THAT STATED DEPENDING UPON VARYING SOIL DENSITIES AND ON THE DEGREE OF SITE PREPA- RATION ACTUALLY PERFORMED IN THE FIELD. IT IS THE INTENT OF THE ENGINEER THAT COMPLETED GRADING LEAVES NO EXPORT OR IMPORT. TO ACCOMPLISH THIS, ADJUSTMENT OF PADS MAY BE NECESSARY AND WILL BE DIRECTED BY THE ENGINEER. IF IT APPEARS ADJUSTMENTS MAY BE NECESSARY, SUFFICIENT NOTICE MAST BE GIVEN TO THE ENGINEER SO THAT ADJUSTMENTS MAY BE MADE PRIOR TO COMPLETION OF GRADING WORK. C C/ ADJACENT PROPERTY/ PAD 211 MAX. --� ADJACENT PROPERTY/ PAD TYPICAL STEP SEC TION @TRACT BUUNDAR Y A TYPICAL STEP SEC T10N SIDE YARD AND BACK' YARD VICINITY MAP m T 1 S V . LEGEND Y i IRK w 891151m, v PANAMA LANE E' i z i C.ti�..�,�+�� 5i 50 ' 49 48 47 46 145 f 44 \ 29 28 13 14 I i? 43 27 A mo INWOOD WAY /. A 15 11 I 52 53 54 55 156 57 58 Imo! 41 3? , ! al 25 16 i 10 " W64M I 40 1._ 33. ! �. j 24 17 Imo' 9 _ 93 I 92 59 1 ,i I . �1 I� I SCALE: 1 200 j Q 39 34 i 23 18' , 8 I � 91 60I � 38 � -' 35 (3, 22 19 EY �/ MAP FIRE OPAL DRIVE 61 �-� K 1 1 ' ! A i � 90 ; 37 36j 21 2t7 � 6 I 94 I�' 62 z +� , 95 � � 1 ! on 88 63 /1 64 65 6E 67 68 69 70 71 72 ! w1 3 96 1 I I� 87 86 85 84 83 82 1 81 a� I7; .78 77 76 IS I74 73 2 9, V I I I I 1 98 _ _ EMPRESS, 'P6 TREE _------- DRIVE= ' �¢IIT ' l �\ + f, ,n ,, i 21 99 100 101 102 103 1104 1105 106 io1! 147 148 149 150 151 152 153 154 155 156 157) T P. ?A TYP TYPE A' CATCH BASIN PER CDB STD B-14 j 1 I --TYP. STf1,QAl DRAIN PIPE AS A177ED I ! �.�± , — -`+'- "' 115 114 1 113 112 ! 11 1 110 1109 ! 108 ;ICI 1, 146 145 144 143 142 ii 141 140 139 138 1 7 136 STD. CITY Mb1 WNT EACASEAENT PER CI7B STD ST -13 1 I ` i ! -�h ! t ! LTD BE CLWST. LF EXISTS AS KITED) ` T " 1 � , I I i Q,1 I � I > - --CENTER LINE = STREET SLUE o_1 -j �L�.�_.� ! GB GRADE BREAK �•z 6' BLOCK WALL GLEN ROSE AVENUE CR CURB RETURN ----- STORM DRAIN - - - --F ~— ~- NOTES, Ep EXISTING PAYMENT SLOPE DRAINI 1 DETAD i i q I f 13 I I �� MAXIMUM CROSS FALL TO PT V A A' ! I Ii i f t ; I iI( PRC REVERSE CURVE �, ws , i a OW TT ! .1 ' i �- L GU ! . ER H I 12 1 � SHALL BE 05 t0 20 20 10 STREET WIDTH , � 116 11 � 1118 I lig 120 1 2_ (1�3 ,124 125 1126 127 ; �� 128 129 130 1131 � 132 :33 134 PIVC PT OF VERTICAL CURVE a � LOU QE 1�; >WT VO 1 � !� SLOPE FROM HIGH GUTTER BC BEGINNING OF CURVE LOT GRADING iii I tl�fcr TWt! --+ SEE PLAN SHEETS P' j 132 133 134 135 13b 137 138 1 139 140 ' 141 142 1 X43 I 1 2 13 4TITw 8 EC END OF CURVE � � ) � I � ! _� � 6 , I�. 111111, {EIIlI� PCC OF COMPOUND CURVE Emam FLOW LINE I I 1 1 I ) i ,' TRA- I I TRANS TRANSITION __� _, =L- ----, - -- -- - i J--,/ - SLOPE OF FLOW 1-14E— `• LOT PAD ELEVATION ; — — — — — — _ — ——BAnHC*TTE-- !, u - AVENUE N 89'21'40' W —" ! 51.58 131 ' 130 i 129 128 11?7 i 126 1125 10 17 (lb 15 (14 113 12 Iii i0 I - N 84'11'40' V r, 120A0 121 122 ! 123 121 i�l! �,l • �,� . 1 �' 24 25 1 26 27 28 29 30 !Yh I RAC 16351 110 BE CONSTRUCTED PRIOR k 120 TO 531�— — - -- CARROTWI]OD � +r - AVENUE, N.T,S, PANAMA LANE ARTERIAL STREET T.I. 9,0-_ R—VAL _.29 .45' A,C, OVER 1,08' C,A.B, OVER .97' 907 COMP. O,G, Al B 5' '- z PAD R,O,W, B' i t i VARIES 211 MAX, TYPICAL STEP SEC TION SIDE YARD @ RZ, W, LANDSCAPE D EASEMENT B4O•W, D' 2' BENCH i 6' ELK WALL ' LANDSCAPE LOT PAD til MAX, TYPICAL STEP SEC TICIN @ BACK YARD AND LANDSCAPE EEZMN T, BERKSHIRE ROAD .489.031? v 2202.8[ r,w The GRADING PIAN as shclvr an this dra°.vin9 is hereby aper ,'�, 4 subject to any indicated colTeGIO!'Is 01 additions. Approval tsythe wl�1 Works Department and Building Department indicatesapprssval O y 3s and 3' - 10' 45' - 49' LANDSCAPE 11 sign criteria used and colttormance to City 10POrtan ”"b LOT ' - nances. Engineer for the subdivider or develop® 1 sibti t for accuracy of calculation otrei tor this thea � 0 � and 1] tt ualg an a e 6' BLOCK WALL—'! -algraded plan :SS tyP• 2` 1 I AFIPROVE14 BY* . , _r E. s `c'/'- `'' I STANDARD 55' `'IDEWALK L ¢of' ��y c" ! 1/4' PER, FT. PER CITY STANDARD S-3 2% r No. 35473 9 _ 4'1 Exp. 9-30-19 LU �Z�'t�_OF 4B.O,W, TO R.O.W./EASEMENT - 411 MAX, 3' BELOW FL CiVt1. 2% MIN. ! CAO CY I ROUGH GRADE LINE COLLECTOR - MOUNTAIN RIDGE DRIVE PLATE S-27 - REVISED N,T,S. STATION 10+00.00 - 36+38.75 "RECORD Dfiftww CROSS SECTION CORRE-CT013 B T1 6.0— R-VAL DATE -2 . _/9 .25' A,C, OVER .71' C.A,B, OVER ,54' 907. COMP, 0.& E, E. Exp. 9-30-07 R f,(5.6!//LTS IJK.Gf3/ U/d NZ 6' WALL SUMP I PAD - TYPICAL STEP SEC TION @ SIDE YARD AND SUMP TRACm NO, 6531— UNITS 1 & 2 SmithTech'A USA I N C 0 R P 0 R A T E D HABERFELDE BUILDING 1424 -17TH STREET BAKERSFIELD, CALIFORNIA 93301 t561) 327-8492 FAX 327-8493 GRADING PLAN ROBERT E, SMITH RCE 3.473 DATE JOB NU 05-103 SHEET 1 CFF 5 SHEETS f j NEW ]a a9 a'w 119 I 118 ; 117 116 ! 115 ! 114 113 Ilc W'1 40 39 138 37 36 134 1200E f J 3S 3-. E`�'101 R % W 6' a 1102 ! 103 1104 105 106 107 ' 108 j 109 �' 110 lil a ! 41 I.-.�' I 42 ! 43 44 45 4t� - 47 S 17` 55' - 70' BLOCK WALL FROM HIGH SIDE. ! r - --- - 48 64 6' - 7' 121{ EXIST ie?= LX.IST - -- .. .a _, DAVE MMFF N: PA�,,EMEN' 71 ] 22 - 45 SAWCUT Y AND MATCH EX. PAVEMENT !S ALL EZMT - - - �� --�' OCEAN JASPER - -- _------ DRIVE - ------ ---_-- - t �- j i 7' ;1 AS DIRECTED BY CITY ENGINEER I I ' i { 1/4' g 1.0C 1 99 E 98 97 96 95 94 i 93 1 92 �� I[], ' 58 57 56 SS 54 53 52 151 50 j 49 ' -K_�-•.T-,_-."'�.,,-- / '=!; c U% MIN - 3.57 MAX may' =•arc r,l_'ll. PER. FT, _ N 89'11'40' V 20.00 87 88 189 _ �i ZI 190 191 i¢� £ 59 60 61 1 1 62 63 64 I 65 --•—__-i-._ i 1 65 67 68 1 ' FUTURE TYPE 'M` DIAN CURB TO i r _ _'''=irr=r]{�_- _ = `r�=- ' = �_ ONST. TYPE 'A2-150' CURB 86 i i BE CONSTRUCTED AT A LATER t,\ ' DATE BY OTHERS -PAVING , LIMITS �;,,„1•,; $ GUTTER COMB, SIDEWALK PER CALTRANS STD A-87 -. BLQE AVENUE ' SPRUCE I A 85 sB4O.W. TO R,O,W,/EASEMENT - 4,1 MAX, '' I % � (72 VE -r' n. ]. onrrTc 2% MIN, 84 % R? i n I �o 83 81 8„ 8 7 .6 �-�¢ 75 74 173 1 71 170 59 N.T,S, PANAMA LANE ARTERIAL STREET T.I. 9,0-_ R—VAL _.29 .45' A,C, OVER 1,08' C,A.B, OVER .97' 907 COMP. O,G, Al B 5' '- z PAD R,O,W, B' i t i VARIES 211 MAX, TYPICAL STEP SEC TION SIDE YARD @ RZ, W, LANDSCAPE D EASEMENT B4O•W, D' 2' BENCH i 6' ELK WALL ' LANDSCAPE LOT PAD til MAX, TYPICAL STEP SEC TICIN @ BACK YARD AND LANDSCAPE EEZMN T, BERKSHIRE ROAD .489.031? v 2202.8[ r,w The GRADING PIAN as shclvr an this dra°.vin9 is hereby aper ,'�, 4 subject to any indicated colTeGIO!'Is 01 additions. Approval tsythe wl�1 Works Department and Building Department indicatesapprssval O y 3s and 3' - 10' 45' - 49' LANDSCAPE 11 sign criteria used and colttormance to City 10POrtan ”"b LOT ' - nances. Engineer for the subdivider or develop® 1 sibti t for accuracy of calculation otrei tor this thea � 0 � and 1] tt ualg an a e 6' BLOCK WALL—'! -algraded plan :SS tyP• 2` 1 I AFIPROVE14 BY* . , _r E. s `c'/'- `'' I STANDARD 55' `'IDEWALK L ¢of' ��y c" ! 1/4' PER, FT. PER CITY STANDARD S-3 2% r No. 35473 9 _ 4'1 Exp. 9-30-19 LU �Z�'t�_OF 4B.O,W, TO R.O.W./EASEMENT - 411 MAX, 3' BELOW FL CiVt1. 2% MIN. ! CAO CY I ROUGH GRADE LINE COLLECTOR - MOUNTAIN RIDGE DRIVE PLATE S-27 - REVISED N,T,S. STATION 10+00.00 - 36+38.75 "RECORD Dfiftww CROSS SECTION CORRE-CT013 B T1 6.0— R-VAL DATE -2 . _/9 .25' A,C, OVER .71' C.A,B, OVER ,54' 907. COMP, 0.& E, E. Exp. 9-30-07 R f,(5.6!//LTS IJK.Gf3/ U/d NZ 6' WALL SUMP I PAD - TYPICAL STEP SEC TION @ SIDE YARD AND SUMP TRACm NO, 6531— UNITS 1 & 2 SmithTech'A USA I N C 0 R P 0 R A T E D HABERFELDE BUILDING 1424 -17TH STREET BAKERSFIELD, CALIFORNIA 93301 t561) 327-8492 FAX 327-8493 GRADING PLAN ROBERT E, SMITH RCE 3.473 DATE JOB NU 05-103 SHEET 1 CFF 5 SHEETS Lu F- LLJ I i _ j a 9A,47 t� I / j N FL FL 53,104 �" T. i � 1 i ( t/5 A {+ 7 PAS ��- ��--��- r15.,6 LS57.o4, 5 58 5 g f b8 7 86 i85 84 8 '-� i n `� i j rl Er I (J G 8 I ,, t8 ,�3 5 8, G B C� ! ( I i ! I i I I ; 5.� I sq 60,12 4 iFL54.34 FL 56.1 'C[; in �,•� ��`'�� PA �' AD 1 '�A ► PAD _ I PAD �'HD I P �� �, a t Ls j ,,,�, _ ., G PAD r D PAS;" 6,3e i n� PA P,tiD i 1 PA S8 1'1 j AD AD l0 20 20 la, �� (-- /"'� /- i h f' = f A i J . ( � !- i - /l I r r r'-' '_7 (_ 1 r- I 1 i ! D A - � � `-w S L5 .47 �e� o --' 1, �, 3� i �� �� 1 1-0 � 1 � > 67 j �5 / 5� 5�, „� 0"3 Ls 56.43 LLJ G } 6---- �7J� �5,b n 55,8 ��, ��,1 1 5 ,7 s ,:f �► ��f,� �I J i I I I n In R t �i i i t� l G B �. 56,3 3 I �i S4 �I �� %" Lnl J7 ,,-)I / m. j c'i 5 GB c, m 2 s� S6 }- �` yk 4 �.%` wI L,i �+ �( 1' t(7� !'7 t!7 56', ' p�2 ' S. L� ���) ;� . ill �, \o N FL5117 Sjcl ti 650 % - �- - -.- o bL. t �?° h� ��' c, Zo `a1 �j o I E t p.� • ._ " �`Z`? 349 /.�' Q, I �"`1 - - - -- _ TREE �i DRIVE o V� �,� �� mss- 547 % W �I � I \ �� F` c¢� 663 % �---► c1� I ��`� \�� S.D. -- o - - - _ ,. •,.._ ` - "� ,� PAD D C S `L X o --E �� _- E ---- ----- - - - - �- •�- .336% - ct, 18 S.D, G, \�, w 7 �� Q SHEET g AT H IN PAIS U „ _ �, -) -} --- �,-- H L I r �j SHEET 3� 7 , 0 / J � - - L JiI Lam; ` 9 � . 6 -- i ill G d' 't- u7 �\ - t- -- ; 8 8 FL 50.9 � � -�}#- --- --- -- _ � �� PAD �, -- t--- - - v - AD PA °AAAA PAD PAD PAD N-- C) j-- ( I cl 1 56,8 564' 5 6 i tJ+C i 7 I 8 �`� ( Ls 5 7 8 Q57,3 j55,1 S5,S/+ 1 55�7� 5 ; 1561 560 56, 56.7 56,9 5Z1 S7,3 ..� Q o 58,83 PAD 5 � Iro1 f� iin ; Cu( Z CO N�TE� 55.18 - I 1 /� i4 I i 1r \ 1�" { R' �, I __1 A -_y �, o J,1 1�f- �0 �V i i ! UJ 1�6 1 fel 1 -% I r� I • V cru i + � !I i= l ' i L 1 C I� 4 r- �>r r I _ i L I; I ;. �� THE FLOWAGE AND DRAI, GE EASEMENT i ,r/n= J j ( 1_ .� �1 I 1� p 15 3 I157 `► @ WILL BE DEDICATED T THE CITY OF `� i 1 1 ��� x Q _ J. OC _-_. FL52,74 5r Q i + -1 FL 51.17 IT 1 NAL P. E P D IAT N { �' Ou i� '�s=-_�,=---^sr=- - ,- _} �- i �' U (�.� c' ,�, z IS FOR THE U BOTH A ' -� ' ` r '"``y GU a. " 6351 AND TRACT N 6531, I f i I A �- ? - ,� I , i !� 5� __ I 1 ; FL 55,88ry r Ls 56188 �R 1 `l 114 113 I I 1 I i ( + Al 1 (� l �\ \ (� j �i / A, n SEM T E� L .� I ! Z 0 4 1 `. -i J i 1 `t TY.. LOT GRADi %� L f �'7 ; = tx �J�' ?_ 1 p I u i 1 `_J SEE RUNT S T 1 _J i� L_ i r I! � V � � 1� � � � =, W i PAD �� i r I FOR DET 1 3 8 l 7? Q 0 Y PRIOR �- PAD i 5 .6 I ; 1: � ; c j I - I r \� A A I .. �1 PAD P I PAD PAD ( PAD I r . P34.D PAD �a - I i I EC 52,6 9 I = ;- I PAD PAD I ;1 PAS PAD PA P I PAD j } Q F 1 STORM BRAIN PIPS SL r V k I • ' S, 4 I ! i t 5 I G U I 3 534 53 6 �53 8 .4 Q' rid' 4 D AD PAD EASEMENT TO BE s ' , ' i 10 20 0 l0 i� , 4I I 33 Ln .B r� I � � ; .. I ' I PRWII B o �I �_ I ; i" I- 54 2 ; I PAD 1 a 5 6 56,1 �5 Slee 57,8 1 546 Inl�' _ ` `� D S€PARA NST N . �! i irj 1 ' in� �' �n 1 • S3 • / �q V 2 �2 �' ! S� �r �- 402% w ,�� �I I I �J r� t-1 + 'n 2 v 2'c> / �i n+ ; i i , "r�! c� ,v I:c�i i , m c� �4FESS/ L-1 �.� � � i � ���\ �\ \ � .�, . � �, I �r; � � d= 0 ///y\ S V M yi - - _._- r A. G �C L ,5% i V 4/8 I 4 �I �i (� J J T) U_7 �` 1 �.\ cc m 7.33' 1 �,`� �° ��,� �► .352 % �, `� ! �. 1=- °q -,. -- 34 5 % ° P aS "4 `�� \co Exp. o.gQ7o7 c �, �, 2 _ o, o. ��-�_.-'� .345 "! top ���c pp ,gin.., _ GLEN ROSE ����° I �`�� m �5� cu �2�. c2 �� 756% Q -; ©FE� rq 10.00 6.39' w _.r __._ --1'?--_- _ F F -- -- `-���--__ _...`__�__'�\ �Q� ��^ �����pT E. 5�,�✓\ cS' l2 _� l0.tP0' ?4 __`3 . �� ��v� \p 24 S.D. Cu ___ ---= �'\ _� -- i8' S.u. '� o l ,w --j ---- - - - - - - c�' `� Q� o - `� iv Gam' 0 �/ /+ Civil- �P PR 54.58 G 0 9 _ -- --- - ,c� r . s- o7i _ -_ - 9 ;! 6 �2 y -, -� �__ -- n -� 5,62 _ - CD o; of `° 5- �\�` In to �� ; 'q C1V1� P� �s• ��/C �u m T in Ln, { \ \ til I , � v �' 2 C) tI7 o OF \F� "' �y ' V g 1�I tnl` rJ ;: :n': �� ��' cY�i r� CAl ,D DfAWW.f' I ti J r h t :t L(7: , i �. M n' 1 Cli t!i � E SUMP PER I 4jJ7.5: I ��, I � , ( ! �_ A PAD -AD PAD �I PAD i �; ,� � I 0ORRECT10H PAD PAD PAD PAD SAD I PAD r >- ,% - I j I PAD PAD ! PAD I TFAC7 6351 ; PAD , : i ,.� , , i l PAD PADS_ PAD I -^I 3 ��TE - - ,> 52,8 I 53,1 53,2, 53,4 , ( 3�8/ ; 54.Q 1 •2 -� 54 3 ��4 54 6 ;� ML _ cp 12 I I i i PAD , 1458,6 i i I I= 551 55.9 1 56, 56, 7� 1 -571 1 5 7, , PAD o • =+ I j I + I i n n 1 I 1 1 A. / i' ✓ r• ��'%f I 57 8 I 57i o 116 17 18 ' J� i _ SUMP N 1 j 1 i i I � - ( �j f BOTTOM = 333.75 � 5 6.2 3 I UNIT ONE 6.0 UNIT!' RNE SEE SHEET 5-_ __.. -_._ _ _ ""'°.- ---- - ' i 12,00'_ �* - - �� 70 50' I _....._ --- - F,� 52,31 132 UNIT I / � �1 I (� -) - - - FL55,2? !+ N 133,1( I/\/ i f� j i i �) �' U UNIT; Twn r j I i LS56.1= 7�� PAD ' �3� 1 ' �3G. }� �� �- i�� ' �.; i ;;>C �E1 1 - 50' (( r , i --j 55.69 i I 55,0 i r A s D-12 �° � � -'- I ,. -T- V I l 4 i i < <- - ---t- - L_ � --- ' `-�� � '� I r- �,' I 5 3 i 526 0 = 4 \ i ' ; E- ' , �' - 10.00, 5 ;16 55.6 i I ; i ( SIC TE' ALL ELEVAT.[ONS ARE- + 31 20?.09' _ _ o o TEMP . PAD I PAD PAD PAD PAD PAD .! ! PAD i PAD ; PAD PAD i PAD PAD PAD i PAD PAD PAD PAD 1 PAD PAD SUMP D I ' ' ;! I ( 110 20 -i_ 20 f 10; o c 52 8 �� 53,0 �j 53�1� 53 2 53 3 - 53� 4, �I 53.6 ,�� - w j; . 53, 9 54x0 i �!� 53� 9 5486 ,1 55,0 55 4 56.3 « M� Sb�6 i .,8.8 ; > o cO o o MI t�I r � Cuf o, �c i o �r / to in it i ----- -- _ _- - -- U} 70.50' U-) Lf 3 L(7 Lam' J V u Ln j f� L n j in i n i ti� , ' \ I Cu C6 a" M . 3 1 L pP�l 3 V v ..._.._-_...._..... �: _ ---- LL I h n . If-) Ln, J J -. l- 3 Y - -- 30' S.D.�O _ �P�� 24' SID. a 204 q �; -- ------ - �� ��'i v L.j_) BAQ-U ETT �UE° 4 co 692 % `�� o c�~ - -219;BAQUETTE AVENUE 4187 362'! T- - IR - -- -°� -- c� _ TR S1 T� -_ _ - i - - 5, Ln .599 % \ h 150 �- G i-`- oo cu ' _s�f� ���' Y - -- r--- ----T v . } 7 54.51 96 cI 54,96 ��, j _- -"I -- o� Cr, TED PRIG f 5 9 � j r �' 55,37 4 TEMP o� �i t'; - _ ( ' _- - ---� -- _ L� j,i �; �, � TR CTP X31 SUMP E o j - - --- �� -- .. ,n v, Ln -- i �S I � ;n 3 A 1{ PA P i . - PA P P D -PAD D AD PAD I PAD �I � � � � a ! PAD PAD PAS PAD D ( AD Q c 1 PAD } PAD PAD _ PAD _� �,� 5�, I s I i ( �__ - AD j `� PAD X2.6 ,8 �53 3�1 I 53, 53 4 53,6 B I 53x2 ' ; 53.7 I 53, 9� 54,1 i �54e5' 54, 9 55:8 556 yJ 55� 9 52 i I 1 I I 1 122 o�� ��•8 i I�fi v $ i� ,��� 56 6 58,8 -1Z 1 130V! 1_ 1 1�� 1 iA_ �� A t� t_� 3 1150 1 � 28 127 121; i 18.E I 20 ►I l� j 18 ( 7 C, ; - _ _. _ _ 9 -� A � it A FL51,54 ._L�__ ._ _.. _.: 3 _ ATCHLIN _._ - - ' ATCHLINE SHEET Ls5567 ' __..-------------- FL s1,54 � }" � , � - - _ _ _ EE T 3 h�`,� ,��, SHEET 4 L 51.85 i I ' F i FL 51,81 i FL54.67 ~-� PAD �+ i ? ' 1 sHE- i 123 ► 11A ��1 i a LT 4 i 53,9 53,9 122 123 1�4 4 +ZI ` FL5 7 FL51,67 0 -- PA ]� 11 "' - -I- 1 .� 2 6 ( 2 1 8 2 9 3 I Iy ct�PAD PAS , AD f i I 31 ®I -� 55, 6� A _ I Q A N � i -,, I � :t.. PAD I55J� 5, / 54 °� PAD PAD P��f' i ��L� I Ph c PAD � AD PAD PA PA P ! :z PAD3 �, i 1 i I r D D P;g u j PA W 131Li- U- G R, �,( S 20 20 !10 i r 54',46 c, i 5 .5 i Ls57.27 .� �, g g 5 4 z clu oe 210_ 54, 6 S. i .� 5, 5, Cz?50, o 6, 3 L>7 a 56, 9 7, 5 7, 578, � 8.0 I z F FL51,55 FL51.55 i.f� �' s�> .� _� Ln ��, �4- 21� u, oI ) ° 54,61 -vim 6� �, ( J to to U -s to IF�L�\ f- -_-�- \ 54,6 s 4 0 �` o`� "1poPAD �2� o= ; +���` = o -- -- -_ _ =�_� �- c� I� 5 .54.39 q h ` FAQ 3°� o; .670 %- --•. 2�� c=' �, hod. /� j� / Q � PAD !-AIJ 50,.1 3�'�� �' c1J SL�v I `L'c>��4' S.D. �� 493 - iii e F� v`� F` vim-- ter_, ._ +--�- 493 % e - - + 53, 7 I 537' 13 0 s` F- (� °-- cu 4437^-�► - �� FL 51,43 FL 51,43 C C ,`'�C,-- .274 % �� 5��� S Q ti`s - - 567'!. ��\�� � ,e, C, 5J.3 AD PAD,I /PAD PAD P, 521 652,6 i 52,8 1 1122 0 CTI 13 1 1130 __ FL51.54 • �_-__ FL5L54 12&00 FT 10 1 z : P ? 1� PAD Q � 53,9 53, 9 z FLS 7 FLS?,6% J pq PAD PAD 124 1;1 5)3,8 53,8 FL51,55 FL5L55 54.67 �, 55 0 54,2 y PAD PA D I 125 ti X30 5317 0 53,7 FL 51.43 ' FL51.43 c _ PAD � � PAR 129 1126�! 53,5 53,5 o� FL 51,31 FL 51.31 --I o ®I PAD �; PA D I p 8 127 �- 53,4 I i .53: 4 ►- FL 51,19 �I FL51,19 S 89'1Y40' E FL 51.54 MW FT r - 110 54.31711 �G r4�53..3 ^4,06 # TOO 6A40 E 58' �T UCT PRD f TEMP AD TQM RACT 65 ��°� i y SUMP F Ln m 53 6u,-)' 518 !� I ji .224 % sof ��� {-- -��\ - -' -- -- -- - - ------ r --- - �- - _ - - - - - - 55-L 6 �. ) � Gte` VF�e �o/ co 5A09 i'` :� L�,; i 4 1 j--*�3;--- U� Lrf� J���ot Is L f Ln Oili�� �I cu , �! _j' 'ti- - �j - - is -�I J !� iTi� O PAD ( PAD PAD PAD ;��U t AD I PALS 1 PAD PA PAS PAD I PAL PAD PAD PA ! , , + # �� AD PAD i ! 53, 5 r 53, 53. i` 53, 9 ( 5411 54.5 5419 ! 55. P f 55, b 55, 9 r i 53,E �J3,1 X3,3 53 t I I ! ! b ► I I , I I 56,6 ;moi , . 1 i 58,8 1 Lr>, 129 p 8 11�� T��� + I -0 8 Li �E� T� I T.� T� T �- --- - -� -- i__ - - -- - +- �- -- �i,85 }-�• I I FL54.67 MATCHLINE SHEET 4 I F` i �FL51,81 I A SHEET ,:`J ! f I I I j 1 c- 3�11 - _ P iLj N , i U V i J 3 l. - PAD PAD PAD q f i I P D a Q A `� v SSf 6 ; , 55 54f 7 54.4 r , PAD i PAD PAD PAD PAD PAD PAD PAD PAD PAD PAD f 1 i i PAD �' i J zo iso to i s � , 4 6 t5 .5 � '5; !J 0 G 5� 54.E o �� 546 55f1� 55 4 55� 7 56,0 .56,3 !�+ 561(0► 56f 9 57,2 ,57 5f8 58,0 J �t �g 54'?7 cv! o� i ` J J �jI c��� �{ .I Cl? +� `` I `� .-ol �s� LSI �' ;. �v �b�a n V !Li r LO 2 __ PADAO v _ L S4.tt� } ;� F e�� °� oI 67�is--► o'URROTWODD �-- .493`/• �J � ! °`� c �� \v cU ��,v � � _4 S.. U . - -- -- - - AVENUE� - 493 0 cu .443 -► �h��� ���� �I �� r.'4% ��� � �� L0 0 v� E -L:) r, Com-► d -- - - - - 557 % F`���c' /y0 .1 Q Ld z JJ :< if ! )! S :! �I �t rvf cv+ ti, 2!I 0 is �I m o; �° �v� 1-- C� o I tn t i r j Lr; \ e� `� U z_ a .tet �i �' I ` -.t, J J. rn Q r- CTS %� 1 � I ;� i , � PAD � `� -+ � PAD PAD PAD ,/ PAD PAD to o 0 10� AD PAD PAD PAD PAD PAD PAD PAD - PAD i F� 7 f � � fi � � !' I I s- '�- �- -� ®� �# 5 i; 3 PAD i 4f7 54,5 54.5 54, 55,0 # ' ' J�Jr j 1 /�- Ls 3� 57,0 57,4 57,8 �_SfV - 55f 7 55,0 5 I # _ !� 55f ° 56f0 56, 1 f . i ' i f r 55f' ^ l n I i� I ;i L 36 s55,67 pFESS�p q�� pti� --- - - - ---- - -rV t-_-� _. - --� V --- --�- ~� o ?- �- /� - -- i - --- - - - - -- - FL 5 `` , 6 7 Lj'j y ! /05 No. 3547.3 . i I - I d i J �- n 1 C # r\ I� i I �f r1 -� °C No. 35473 EXP 30 7 �;i i i f j\ i n �" i 1 i 3 �^!� I ` `� / i I �f Exp. 9-30 19 �t 0 � ;� ( a � ; `� `-) � 1 0 U� v i / � � ; _. � i i i J � l� ' � a Q� � \� t _ TYP, LOT GRADING �i i � � I r I � L L I I �� - I �_J 8� I sa �Q `f i Vl J 318 �� 4 ! _� i I fS�. �� . r SEE FRONT SHEET C1 L FOR DETAIL i I •mac pF CAY\F� aFCAUF� I PAD PAD 1 PAD i PAD PAD PAD ♦ * � PAD � � � PAD PAP' PAD � PAD PAD PAD PAD PA �- PAD _ f li D/ .�aILT yI� ls3J l// �i m 4,8 53, 9 53, 7 �I 53,7 55f0� 556 L 5 f 56, 7 i �5-7, ( 57; = _57 5��� �_DRAWN" in �3f8 54f0 ," o)cy" ,�� �= �� ! , PAD �) !� Lr) I Lr' f ! L^. s f i `n (� � _ C� \ v-7 j Y/ f �� �� � M� ►7 S `F # ! /' -_'_-� . s J 4 , 1 7 COt��i C ' K�N( BY o�-.----- ------ ---- ----_ - -- --c5T. h --- - ! ------ 4' -- _- L! _ -f -.�` �� 414 DATE -2• e L �' � CU I '�0 18' S.D. 1 c��'`C� :8` S ; - ��` L + o S s _ e + _ 6 % i8• S.D, \ I c \#n I , RST E-A 2 y -0-CE-AW-JASf1ER---D-RtVE-_ --- ____- - -- -- _-��----� -- ---- ---- __ -- c�1-(��e• .��s��LAr► �1T - ---=-`=-00 V- � 2° o b2 `n �1 T �Jo� o �� v V L T'1 1 ---�-- --- -,224-7�--.-_._ Ln E ? NOTES: 0 CONST, DRIVEWAY APROACH PER CITY STD, ST -2 S.D. LINE TABLE LINE BEARING CONST. DRAINAGE BASIN DISTANCE Li N 59*0414' \W 50,33' 1-2 N 00'48'-20' E 2710' 26 S 27*53'38' V 19,09' SS N 4,'12"04' E 57,:77' UNIT I FINAL MAP, THE SUMP DEDICATION N 45'50'13' ',W 89,001 NOTES; SUMP TO BE CONSTRUCTED PER CITY OF BAKERSFIELD STANDARDS D-10, D-11, D-12, AND D-13 BOTTOM - 333175 CAP, REQ, 10,11 ACIFT, CAP, PROVIDED 10,14 AC. FT, BOTTOM = 35,599174 MID = 44,046.67 TOP = 53.,244.53 SCALE: HDRIZ. 1' = 50" VERT, 1" = 4" EX, CONST, 6' HIGH BLOCK WALL- (SEE WALL PLANS) CITRINE DRIVE FX, PE. -R –,k'ACT 6251 J P 7� STORM DRAIN PIPE PAD —EASEMENT TO BE L; IPA D PROVIDED BY 9 52,6 "1 -7 5, SEPARATE INSTRUMENT. A. r BL C K WA[ i i I L–) 51,33 2i14 i — k S 89"40' E 24' S.D. IVORY DRIVE-— J - A GLEN ROSE AVENUE 24' -7 Ln cy) m T) CONST OUTLET STRtJCTU* 3> PER COB STD D–n i m �� `{'`� f ---- j o; :z cz < PAD NOTE., 1 c-, 360 CONST. DRAINAGE BASIN 61 :�Ji < z 358. THE FLOWAGE AND DRAINAGE EASEMENT ><L..,j G' -RL,0jCR' WALL— --- I ! j 356 TYPE fAf CA TCH BASIN PER C0 PROPODS 26 WILL BE DEDICATED TO THE CITY OF BAKERSFIELD ON THE TRACT NO, 6351 - - GE FINISH RADE SS STORM BRM BRAIN PIPE- AS NOTED CONST, 6' HIGH 11 ABOVE PIPE UNIT I FINAL MAP, THE SUMP DEDICATION 354 BLOCK WALL-- BOTTOM = 333.75 Al IIS (SEE WALL PLANSI! CAP, RED, 10,11 AC,FT, 348 6351 AND TRACT NO, 6531, 352 346 CAP, PROVIDED 12,02 AC, FT. RwAl i v HIGH WATER LINE 348.25 350 344 lup UNIT ONE 24' INV, 1-4-2.00W/S TYP, TYPE 'D-11' 340 348 STANDARD OUTLET STRUCTURE )Lai 338 Ro .D 346 SUMP BOTTOM 333.75 SECTION "B 24' 1W 333.75 N. )-Ul'A mi-thTech*k f N C 0 --R P 0. R A T E D —i w2i C5 ce + HIGH WATER LINE 34825 SUMP PL AN & PRL 17FIL E SHEET 5 OF 5 SHEE-3 344 C-1 19:t L.F. 24' CL III RCP W/RGJ sTaRm DRAIN PIPE 4 *Cu; .342 11 S= +10482 340 169± LF, 24' 18' INV. 342.00 N. M CL III RCP V/RGJ _ cu cy STORM DRAIN PIPE cm cm = M . co 338 -S-- +11.28% :- ft ?3 336 TYP, TYPE STANDARD DUTL T B B1. STRUCTURE 334 SEC T13N • -SUMP BOTTOM 333.75 STA, 18+61,36 332 24' INV. 333.75 S. - EX, CONST, 6' HIGH BLOCK WALL- (SEE WALL PLANS) CITRINE DRIVE FX, PE. -R –,k'ACT 6251 J P 7� STORM DRAIN PIPE PAD —EASEMENT TO BE L; IPA D PROVIDED BY 9 52,6 "1 -7 5, SEPARATE INSTRUMENT. A. r BL C K WA[ i i I L–) 51,33 2i14 i — k S 89"40' E 24' S.D. IVORY DRIVE-— J - A GLEN ROSE AVENUE 24' -7 Ln cy) m T) CONST OUTLET STRtJCTU* 3> PER COB STD D–n i m �� `{'`� f ---- j o; :z cz < PAD NOTE., 1 c-, T CONST. DRAINAGE BASIN UNIT TWO PER CDB S TD B-11 <.m D cu j AD o P1 6 cu i X �cu CONST OUTLET STRUCTURE 4 1-4 52.6 PER COB STD D-11 Z2 r a �T \-3 326.31 FT FL 349 I,Erl. '3C-1 Y8 C11 S 30' S.D. DIAMOND AVENUE BAQUETTE AVENUE - --------- O 10 > <r� / lb A E.X. Su'lyp PC Tto TKA`: T 5351 350.25 lop HIGH WATER LINE 348.25 i 67± LF, 24' CL III RCP W/RGJ STORM DRAIN PIPE S= +15.179% TYP, TYPE 'D-11' STANDARD OUTLET STRUCTURE -- EX. SUMP BOTTOM 333. .24' INV,/ El 333.75 E SECTION CONST. 6' HIGH BLOCK WALL (SEE WALL PLANS3 ADJOINING PROPERTY ELEV. 353,$0 BACKFILLED WITH CLEAN SANE GRAVEL (LESS THAN 5 PERM PASSING THE No. 200 SIEVE), CONST. 6' HIGH BLOCK WALL (SEE WALL PLANS­ SECT IDN "Alf BLOCK WALLGH (SEE WALL PLANS) 35.11 1457' 3Sa0A ` �` r IGH WATERLINE 348.25 IE 'D-11' D OUTLET JURE 11M 333.75 30' INV, 333.75 S. C Ci SEC TZ 9N '*C 34035 N. Q?,OFES!Sl T E. 0 R E� B �-.p T ')ATE_ o.354 E. SMITH R E 354; 3 Exp. 9-30-07 sT cjvj� 0JC PAk \4 LE&END DRAWW4G" CORRECTIONS By.,,�� DATE --2-24 -1,1 rl - E. cc No.35473 Exp. 9-30-19 \�q� c lvl� STD, CONST. DRAINAGE BASIN 61 :�Ji < z (T3 THE FLOWAGE AND DRAINAGE EASEMENT ><L..,j G' -RL,0jCR' WALL— --- I ! j PER COB STD D -ii TYPE fAf CA TCH BASIN PER C0 STO B-14 26 WILL BE DEDICATED TO THE CITY OF BAKERSFIELD ON THE TRACT NO, 6351 - WIR6J CL III MANHOLE TYPE JA` PEI? COB STD SW -4 SS STORM BRM BRAIN PIPE- AS NOTED 352 UNIT I FINAL MAP, THE SUMP DEDICATION SEVER MAIN & MANHOLE TYPE f,4,f PER COB STD SW -4 BOTTOM = 333.75 Al IIS FOR THE USE OF BOTH TRACT NO, CAP, RED, 10,11 AC,FT, 348 6351 AND TRACT NO, 6531, j. 346 CAP, PROVIDED 12,02 AC, FT. RwAl i v HIGH WATER LINE 348.25 344 18' INV. UNIT ONE 24' INV, 1-4-2.00W/S T CONST. DRAINAGE BASIN UNIT TWO PER CDB S TD B-11 <.m D cu j AD o P1 6 cu i X �cu CONST OUTLET STRUCTURE 4 1-4 52.6 PER COB STD D-11 Z2 r a �T \-3 326.31 FT FL 349 I,Erl. '3C-1 Y8 C11 S 30' S.D. DIAMOND AVENUE BAQUETTE AVENUE - --------- O 10 > <r� / lb A E.X. Su'lyp PC Tto TKA`: T 5351 350.25 lop HIGH WATER LINE 348.25 i 67± LF, 24' CL III RCP W/RGJ STORM DRAIN PIPE S= +15.179% TYP, TYPE 'D-11' STANDARD OUTLET STRUCTURE -- EX. SUMP BOTTOM 333. .24' INV,/ El 333.75 E SECTION CONST. 6' HIGH BLOCK WALL (SEE WALL PLANS3 ADJOINING PROPERTY ELEV. 353,$0 BACKFILLED WITH CLEAN SANE GRAVEL (LESS THAN 5 PERM PASSING THE No. 200 SIEVE), CONST. 6' HIGH BLOCK WALL (SEE WALL PLANS­ SECT IDN "Alf BLOCK WALLGH (SEE WALL PLANS) 35.11 1457' 3Sa0A ` �` r IGH WATERLINE 348.25 IE 'D-11' D OUTLET JURE 11M 333.75 30' INV, 333.75 S. C Ci SEC TZ 9N '*C 34035 N. Q?,OFES!Sl T E. 0 R E� B �-.p T ')ATE_ o.354 E. SMITH R E 354; 3 Exp. 9-30-07 sT cjvj� 0JC PAk \4 LE&END DRAWW4G" CORRECTIONS By.,,�� DATE --2-24 -1,1 rl - E. cc No.35473 Exp. 9-30-19 \�q� c lvl� CONST. 6' HIGH--,', irl STD, CITY MONUMENT ENCASEMENT PER CEB STP ST -13 BLOCK WALL (T3 BE CONST OR EXISTS AS NOTED) 356 mv TYP, TYPE fAf CA TCH BASIN PER C0 STO B-14 -(> RCP WIR6J CL III MANHOLE TYPE JA` PEI? COB STD SW -4 SS STORM BRM BRAIN PIPE- AS NOTED 352 TYP, SEVER MAIN & MANHOLE TYPE f,4,f PER COB STD SW -4 TYP, OUTLET STRUCTURE PER COB STD TYPE B-11 CONST. 6' HIGH--,', irl BLOCK WALL 356 (SEE WALL PLANS) k 12' 24 , 0. 0' 354 352 rap 350 348 346 i v HIGH WATER LINE 348.25 344 18' INV. 3 4 2 24' INV, 1-4-2.00W/S TYP, TYPE 'D-11' 340 STANDARD OUTLET STRUCTURE 338 .D SUMP BOTTOM 333.75 SECTION "B 24' 1W 333.75 N. )-Ul'A mi-thTech*k f N C 0 --R P 0. R A T E D TRACT Na. 6531. -UNITS-1 &.. i: I SUMP PL AN & PRL 17FIL E SHEET 5 OF 5 SHEE-3 1�7