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Home My WebLink About1.7-7317 Ph 6 & 7R.- 1 O k NAME 8725 SWIGERT COURT ADDRESS BAKERSFIELD, CA. 93311 CITY, STATE, ZIP (661) 589-0717 PHONE # 0it mqrllamllllL SOILS ENGINEERING, INC. COMPANY NAME TONY M. FRANGIE, P.E. NO. 39549 ENGINEERS NAME & LICENSE # 4400 YEAGER ADDRESS BAKERSFIELD, CA. 93313 CITY, STATE, ZIP (661 ) 831-5100 PHONE # COMPANY NAME CONTRACTORS NAME CITY, STATE, ZIP ELEVATION = 348.92 (CITY DATUM) PER TRACT 7317-1 1 161M;2o ole L 65,400 `O 72,608 CY t 73,660 z Q¢ STOCKDALEi Ld = I0 HIGHWAY 90 BUILDABLE u - - - - - - - - - - - - - ----------------------------7- 88.21' L5 S89'18'01"E -, ---- N01'34'17"E 111.08' L7 S89'33'41"E 47.83' L8 N00'26'19"E 30.98' L9 S60'59'07"E 130.16' L10 S29'00'53"W 36.00' LI1 S34'31'44"W 306.67' L12 N89'39'44"W 197.31' L13 S00'35'45"W 512.07' L14 S89'24'15E TRACT L15 S00'59'33"W 446.16' L16 N89'00'41"W 156.15' 7317-4 N89'07'16"W TRACT WW1 :2 W ) �. TRACT 7317-2 7240 ----- -----------_1- W i TRACT (--i S 7317- 5 Tocf a a ��q<F RANCH pRNE I? I _ TRACT TRACT TRACT I 7240 AGS. 7317-3 7317-1 TRACT 7317®-6 --------- _ -�,%' 7317-7 KERN COUNTY WATER AGENCY VICINITY MAP NO SCALE �R 1 A �� i • • � 1�1 i. r , • x;3 11 - � ;:' N r.i■ 1- 1 F_ r 1 A l r i�� i ICP- DISTURBED AREA (DUE PER THESE PLANS) 39.15 GROSS ACRE ,.�� i .iii � • r i r ,aim �r r �eI�1�IIR�Zl�L'Lk��I THE QUANTITIES SHOWN BELOW ARE FOR GRADING PERMIT PURPOSES ONLY, AND SHALL NOT BE USED FOR BIDDING PURPOSES. THE CONTRACTOR SHALL MAKE HIS/HER OWN ESTIMATE OF QUANTITIES FOR BIDDING THIS PROJECT. ALL QUANTITIES WERE CALCULATED BY AVERAGE END AREA METHOD AND ARE BASED ON A 0.10 FT LOSS DUE TO CLEARING AND GRUBBING OF THE SITE. THE ENGINEER MAKES NO WARRANTY AS TO THE ANTICIPATED SHRINKAGE FACTOR. CUT OVER -EXCAVATION FILL* (INCLUDES OVER -EX.) IMPORT** COMPACTION FACTOR DISTURBED AREA TOTAL NUMBER OF LOTS 26,550 CY t 65,400 CY t 72,608 CY t 73,660 CY f L2 120% 51.66 GROSS ACRES 90 BUILDABLE u *FILL QUANTITIES ARE "COMPACTED iN-PLACE" VOLUMES. **TO BE "BORROWED" FROM ADJACENT PROPERTY EXISTING EASEMENT NOTE: THE FOLLOWING EASEMENTS ARE NOT SHOWN ON THIS PLAN AND THEIR STATUS IS NOT RELEVANT TO GRADING OPERATIONS: - The GRADING PLAN as shown on this drawing is hereby approved, subject to any indicated corrections or additions. Approval by the Public Works Department and Building Department indicates approval only as to design criteria used and conformance to City Standards, Codes and Ordinances. Engineer for the subdivider or developer shall be responsible for accuracy of calculations for this plan and shall submit a certified "as -grafted plan after completion of the grading. w tIr t 1 ■i w • ■i i i 1 i ■i fir - ! • rR ' r i �' r fir � err. r i ) ' NOT THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2%. NOTE: BLOCK WALLS SHALL BE DONE UNDER A SEPARATE PERMIT, NOT PART OF THESE PLANS. O PHASE 7 EAST HALF PHASE 7 NEST HALF Cl> TYPICAL SECTIONS SUMP DETAIL GRADING LIMITS HCP AREAN'TE- BOTH PHASES ~ WILL BE GRADED AT BIO CLEARANCE SURVEY /iEXI/./ STI NG i LINE TABLE LINE BEARING LENGTH L1 N00'00'00"W 112.17' L2 S00'01'36"W 191.90' L3 1 u ! Y • N00'24'52"E 88.21' O PHASE 7 EAST HALF PHASE 7 NEST HALF Cl> TYPICAL SECTIONS SUMP DETAIL GRADING LIMITS HCP AREAN'TE- BOTH PHASES ~ WILL BE GRADED AT BIO CLEARANCE SURVEY /iEXI/./ STI NG i U p� U p w 0 () J ZOO W W 11J Nm=ZFw¢F-0 OFD-`x"LL W SQZ►--z W wQ wU) LLJZ�>F� F,,,Oa.�OZ�Unf6 w�LU W =3:__J 2z_ wQW 3: ��4�zzVOW an.000W�LnW `�0a-F-< -F-x zza§Uazpl- u��0zm (6W LU ¢z (93:0co o0 OW Z�o�zF�W-W N=¢oft- z r -x 00 p0y<§u,0ZEs p z09WWWoz QUO WCYp=000 z0WWLu0 z 0az�xow0< azar -W>0(0 Q w O Z x U O z z UxUwte7d W <0 FLI—ZUJ 0rnu) zzz z > F- v WO 2 111 O W T Z Q W W zQ Ow®OdMT: c�7cxiJWx_JZQQ0 zpxv�wx rr �z°-x>p ;ov> ��O�WWSW0 W <OOZ>U,LQ 00 U z Z QW_J,W0 a- W1000WZ W>- FIx-�dFOUO W2'Q w w pw W Z ®O e� m Z ry C� vl < V z `C0 U-1 ill � w 0_dZw w d wwV�0 v m<Z�rUUU� w~�z <Zd-D CJ W00:2 =® aZ�<>chii0U) W>-®�WO�zj W�®MWt-®®cn ®®_® CO z1--w<wcnW�® ®WF- Wt.l..wy0UJF, I= W0t--QI--® <t ��®t-Z0V) U_wlr"1J QZ) Z E Z® 0 0 0 J WC) �ZV) F- 0 w I- 0 U) WWQ._J ®Z>- (D�tY�Op <QU Q<t®~sIll tn X>'®(Z Q Z 0 I- 1- ® CJ I JU�Utntnz�® LJ LJ i i ®� �_ C) Cr U) w �(nw �> z>-Owy�WOw I--MCS®f-0000 suMPii� � FUTURE ---� �, .PHASE 5 UNDERGROUND SERVICE ALERT HCP & CONSTRUCTION LIMITS I �� SToOA\� �` OF SOUTHERN CALIFORNIA (PER THIS PLAN) �F \ ~,� `\ \J ®� 1 ® ��. ��F �'gNch%` HCP LIMITS PER STOCKDALE RANCH DRIVE PLANS PHASE B 2\ l l/ ® p® MCP & CONSTRUCTION LIMIT 3 48 \ �r ®F,0. N0; Ope. ,,✓ (PER PHASE 3 PLANS) 47 �Q Off, F /� C TO,y 45 41 42 10 s 12 / 3 i 4344 URT \ l DIAL811 \S �� 9 41 EXISTING \� �-�� - AT LEAST TWO DAYS BEFORE YOU DIG °°' P�,\Gi �FR�F 8 /� 40 / L PROPOSED BORROW AREA 4 7 PHASE 3 ? 54'FS LIMITS (PER THIS PLAN) �- �„®. 12 \• �7 ` CONSTRUCTION LIMITS / / i 0 -N- �✓ °°:�\ 5 / py 13 Co�4'T --1 v`v� 32 \ TRFET \ ER THIS PLAN14 31 HCP & CONSTRUCTION LIMITS / / t 0 5 / j/ 15 `, (PER PHASE 3 PLANS) `��\ / / L SCALE: 1"=200' �� / \ 6 / ~�' N� 2 / / 30 33 / /T _ / w ® L3 _J o \ / 7 / TFC 1 34 0 50 100 200 �(�4,� 16 0 / % - _ 18 I 17 / / I / 8 / / '��Y� �/ �i 29 4=c'pJ 39 / 35 z 19 I I / - / 28 X367 38000 ' / I I 1s I 1 10 4 27 HCP &CONSTRUCTION LIMITS / - - - - 22 21 - - EXISTING J 0 » » 23 I I i- - - 14 I I I 2s (PER PHASE 1 PLANS) I { I N / LOT B I 1 I 1 20 15 1 13 1 12 1 11 \ PHASE 3 - WATER TANK SITE 1 25 37 \ \ \ I I I - - - 1___�____t I__ __1__ 1_-�---1 ' �` -_ I m INSTALL CHAIN-LINK FENCE (NO SLATS OR CURBING) _ - -----gR00KLINE- - - -LANE - PER C.O.B. STD. DWG. D-12 r , r I f _ - __� A 17 I JPO 24 7 L 1- - i- _ } 1 /\ \ i _____--- -- - 'y 18 O 23 BARRE-COURT--� I c1 -� T ^1- - - I- -� - - �-- - --i- - _ I \ Ay gSF s f ��T _ •®° --' LOT "A" `-(I 1 24 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 \ 42 qSF 19 a SUMP- I 1 25 1 26 1 27 1 28 1 29 1 30 1 31 1 32 1 33 1 34 1 35 1 36 1 37 1 38 1 39 1 40 41 \ I- ----LSI-1-L-r--=r L17 L16 HCP & CONSTRUCTION LIMITS KERN COUNTY WATER AGENCY (CROSS -VALLEY CANAL) (PER THIS PLAN) KEY MAP. SCALE: 1'=200' 20 C10 00 O 0 N 06 Ill z1 W;; (o ollWtNtk1oi �1+ a. _ a) C:) f(-DF)Cf)bfNv-\KE I WILEWAUDEEPA LAJ N� C:) CV r- LINE TABLE LINE BEARING LENGTH L1 N00'00'00"W 112.17' L2 S00'01'36"W 191.90' L3 S89'49'28"E 246.30' L4 N00'24'52"E 88.21' L5 S89'18'01"E 208.47' L6 N01'34'17"E 111.08' L7 S89'33'41"E 47.83' L8 N00'26'19"E 30.98' L9 S60'59'07"E 130.16' L10 S29'00'53"W 36.00' LI1 S34'31'44"W 306.67' L12 N89'39'44"W 197.31' L13 S00'35'45"W 512.07' L14 S89'24'15E 36.43' L15 S00'59'33"W 446.16' L16 N89'00'41"W 156.15' L17 N89'07'16"W 2071.60' U p� U p w 0 () J ZOO W W 11J Nm=ZFw¢F-0 OFD-`x"LL W SQZ►--z W wQ wU) LLJZ�>F� F,,,Oa.�OZ�Unf6 w�LU W =3:__J 2z_ wQW 3: ��4�zzVOW an.000W�LnW `�0a-F-< -F-x zza§Uazpl- u��0zm (6W LU ¢z (93:0co o0 OW Z�o�zF�W-W N=¢oft- z r -x 00 p0y<§u,0ZEs p z09WWWoz QUO WCYp=000 z0WWLu0 z 0az�xow0< azar -W>0(0 Q w O Z x U O z z UxUwte7d W <0 FLI—ZUJ 0rnu) zzz z > F- v WO 2 111 O W T Z Q W W zQ Ow®OdMT: c�7cxiJWx_JZQQ0 zpxv�wx rr �z°-x>p ;ov> ��O�WWSW0 W <OOZ>U,LQ 00 U z Z QW_J,W0 a- W1000WZ W>- FIx-�dFOUO W2'Q w w pw W Z ®O e� m Z ry C� vl < V z `C0 U-1 ill � w 0_dZw w d wwV�0 v m<Z�rUUU� w~�z <Zd-D CJ W00:2 =® aZ�<>chii0U) W>-®�WO�zj W�®MWt-®®cn ®®_® CO z1--w<wcnW�® ®WF- Wt.l..wy0UJF, I= W0t--QI--® <t ��®t-Z0V) U_wlr"1J QZ) Z E Z® 0 0 0 J WC) �ZV) F- 0 w I- 0 U) WWQ._J ®Z>- (D�tY�Op <QU Q<t®~sIll tn X>'®(Z Q Z 0 I- 1- ® CJ I JU�Utntnz�® LJ LJ i i ®� �_ C) Cr U) w �(nw �> z>-Owy�WOw I--MCS®f-0000 suMPii� � FUTURE ---� �, .PHASE 5 UNDERGROUND SERVICE ALERT HCP & CONSTRUCTION LIMITS I �� SToOA\� �` OF SOUTHERN CALIFORNIA (PER THIS PLAN) �F \ ~,� `\ \J ®� 1 ® ��. ��F �'gNch%` HCP LIMITS PER STOCKDALE RANCH DRIVE PLANS PHASE B 2\ l l/ ® p® MCP & CONSTRUCTION LIMIT 3 48 \ �r ®F,0. N0; Ope. ,,✓ (PER PHASE 3 PLANS) 47 �Q Off, F /� C TO,y 45 41 42 10 s 12 / 3 i 4344 URT \ l DIAL811 \S �� 9 41 EXISTING \� �-�� - AT LEAST TWO DAYS BEFORE YOU DIG °°' P�,\Gi �FR�F 8 /� 40 / L PROPOSED BORROW AREA 4 7 PHASE 3 ? 54'FS LIMITS (PER THIS PLAN) �- �„®. 12 \• �7 ` CONSTRUCTION LIMITS / / i 0 -N- �✓ °°:�\ 5 / py 13 Co�4'T --1 v`v� 32 \ TRFET \ ER THIS PLAN14 31 HCP & CONSTRUCTION LIMITS / / t 0 5 / j/ 15 `, (PER PHASE 3 PLANS) `��\ / / L SCALE: 1"=200' �� / \ 6 / ~�' N� 2 / / 30 33 / /T _ / w ® L3 _J o \ / 7 / TFC 1 34 0 50 100 200 �(�4,� 16 0 / % - _ 18 I 17 / / I / 8 / / '��Y� �/ �i 29 4=c'pJ 39 / 35 z 19 I I / - / 28 X367 38000 ' / I I 1s I 1 10 4 27 HCP &CONSTRUCTION LIMITS / - - - - 22 21 - - EXISTING J 0 » » 23 I I i- - - 14 I I I 2s (PER PHASE 1 PLANS) I { I N / LOT B I 1 I 1 20 15 1 13 1 12 1 11 \ PHASE 3 - WATER TANK SITE 1 25 37 \ \ \ I I I - - - 1___�____t I__ __1__ 1_-�---1 ' �` -_ I m INSTALL CHAIN-LINK FENCE (NO SLATS OR CURBING) _ - -----gR00KLINE- - - -LANE - PER C.O.B. STD. DWG. D-12 r , r I f _ - __� A 17 I JPO 24 7 L 1- - i- _ } 1 /\ \ i _____--- -- - 'y 18 O 23 BARRE-COURT--� I c1 -� T ^1- - - I- -� - - �-- - --i- - _ I \ Ay gSF s f ��T _ •®° --' LOT "A" `-(I 1 24 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 \ 42 qSF 19 a SUMP- I 1 25 1 26 1 27 1 28 1 29 1 30 1 31 1 32 1 33 1 34 1 35 1 36 1 37 1 38 1 39 1 40 41 \ I- ----LSI-1-L-r--=r L17 L16 HCP & CONSTRUCTION LIMITS KERN COUNTY WATER AGENCY (CROSS -VALLEY CANAL) (PER THIS PLAN) KEY MAP. SCALE: 1'=200' 20 C10 00 O 0 N 06 Ill z1 W;; (o ollWtNtk1oi �1+ a. _ a) C:) f(-DF)Cf)bfNv-\KE I WILEWAUDEEPA LAJ N� C:) CV r- CURVE TABLE s CURVE RADIUS LENGTH DELTA TANGENT C1 5095.00' 163.54' 01'50'21" 81.78' C2 4905.00 836.14' 09'46'01" 419.08' C3 4905.00' 405.57' 04'44'15" 202.90' C4 4905.00' 309.19' 03'36'42" 154.65' C5 4905.00' 593.40' 06'5554" 297.06' C6 1420.00' 223.93' 09'02'07" 1 112.20' U p� U p w 0 () J ZOO W W 11J Nm=ZFw¢F-0 OFD-`x"LL W SQZ►--z W wQ wU) LLJZ�>F� F,,,Oa.�OZ�Unf6 w�LU W =3:__J 2z_ wQW 3: ��4�zzVOW an.000W�LnW `�0a-F-< -F-x zza§Uazpl- u��0zm (6W LU ¢z (93:0co o0 OW Z�o�zF�W-W N=¢oft- z r -x 00 p0y<§u,0ZEs p z09WWWoz QUO WCYp=000 z0WWLu0 z 0az�xow0< azar -W>0(0 Q w O Z x U O z z UxUwte7d W <0 FLI—ZUJ 0rnu) zzz z > F- v WO 2 111 O W T Z Q W W zQ Ow®OdMT: c�7cxiJWx_JZQQ0 zpxv�wx rr �z°-x>p ;ov> ��O�WWSW0 W <OOZ>U,LQ 00 U z Z QW_J,W0 a- W1000WZ W>- FIx-�dFOUO W2'Q w w pw W Z ®O e� m Z ry C� vl < V z `C0 U-1 ill � w 0_dZw w d wwV�0 v m<Z�rUUU� w~�z <Zd-D CJ W00:2 =® aZ�<>chii0U) W>-®�WO�zj W�®MWt-®®cn ®®_® CO z1--w<wcnW�® ®WF- Wt.l..wy0UJF, I= W0t--QI--® <t ��®t-Z0V) U_wlr"1J QZ) Z E Z® 0 0 0 J WC) �ZV) F- 0 w I- 0 U) WWQ._J ®Z>- (D�tY�Op <QU Q<t®~sIll tn X>'®(Z Q Z 0 I- 1- ® CJ I JU�Utntnz�® LJ LJ i i ®� �_ C) Cr U) w �(nw �> z>-Owy�WOw I--MCS®f-0000 suMPii� � FUTURE ---� �, .PHASE 5 UNDERGROUND SERVICE ALERT HCP & CONSTRUCTION LIMITS I �� SToOA\� �` OF SOUTHERN CALIFORNIA (PER THIS PLAN) �F \ ~,� `\ \J ®� 1 ® ��. ��F �'gNch%` HCP LIMITS PER STOCKDALE RANCH DRIVE PLANS PHASE B 2\ l l/ ® p® MCP & CONSTRUCTION LIMIT 3 48 \ �r ®F,0. N0; Ope. ,,✓ (PER PHASE 3 PLANS) 47 �Q Off, F /� C TO,y 45 41 42 10 s 12 / 3 i 4344 URT \ l DIAL811 \S �� 9 41 EXISTING \� �-�� - AT LEAST TWO DAYS BEFORE YOU DIG °°' P�,\Gi �FR�F 8 /� 40 / L PROPOSED BORROW AREA 4 7 PHASE 3 ? 54'FS LIMITS (PER THIS PLAN) �- �„®. 12 \• �7 ` CONSTRUCTION LIMITS / / i 0 -N- �✓ °°:�\ 5 / py 13 Co�4'T --1 v`v� 32 \ TRFET \ ER THIS PLAN14 31 HCP & CONSTRUCTION LIMITS / / t 0 5 / j/ 15 `, (PER PHASE 3 PLANS) `��\ / / L SCALE: 1"=200' �� / \ 6 / ~�' N� 2 / / 30 33 / /T _ / w ® L3 _J o \ / 7 / TFC 1 34 0 50 100 200 �(�4,� 16 0 / % - _ 18 I 17 / / I / 8 / / '��Y� �/ �i 29 4=c'pJ 39 / 35 z 19 I I / - / 28 X367 38000 ' / I I 1s I 1 10 4 27 HCP &CONSTRUCTION LIMITS / - - - - 22 21 - - EXISTING J 0 » » 23 I I i- - - 14 I I I 2s (PER PHASE 1 PLANS) I { I N / LOT B I 1 I 1 20 15 1 13 1 12 1 11 \ PHASE 3 - WATER TANK SITE 1 25 37 \ \ \ I I I - - - 1___�____t I__ __1__ 1_-�---1 ' �` -_ I m INSTALL CHAIN-LINK FENCE (NO SLATS OR CURBING) _ - -----gR00KLINE- - - -LANE - PER C.O.B. STD. DWG. D-12 r , r I f _ - __� A 17 I JPO 24 7 L 1- - i- _ } 1 /\ \ i _____--- -- - 'y 18 O 23 BARRE-COURT--� I c1 -� T ^1- - - I- -� - - �-- - --i- - _ I \ Ay gSF s f ��T _ •®° --' LOT "A" `-(I 1 24 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 \ 42 qSF 19 a SUMP- I 1 25 1 26 1 27 1 28 1 29 1 30 1 31 1 32 1 33 1 34 1 35 1 36 1 37 1 38 1 39 1 40 41 \ I- ----LSI-1-L-r--=r L17 L16 HCP & CONSTRUCTION LIMITS KERN COUNTY WATER AGENCY (CROSS -VALLEY CANAL) (PER THIS PLAN) KEY MAP. SCALE: 1'=200' 20 C10 00 O 0 N 06 Ill z1 W;; (o ollWtNtk1oi �1+ a. _ a) C:) f(-DF)Cf)bfNv-\KE I WILEWAUDEEPA LAJ N� C:) CV r- CONSTRUCTION LIMITS \ \ 22 i s i. idi PER THIS \ a U U L 2 2020 \ WI PA JOB No. 3142 �.i q > Q) SHEET W UJ CLN w 0 Q_ E W W W EL A.P.N.= 534-011-18 & 534--011-19 C® RECORDS m � OF 7 SHEETS WW1 :2 W ® W i W U - a a CONSTRUCTION LIMITS \ \ 22 i s i. PER THIS \ a U U L 2 2020 \ WI PA JOB No. 3142 �.i > Q) SHEET W UJ Q) CONSTRUCTION LIMITS \ \ 22 i s il V R-- PER THIS \ a U U L 2 2020 \ 0 PA JOB No. 3142 > Q) SHEET W UJ Q) CONSTRUCTION LIMITS \ \ 22 PER THIS \ a DATE 07/10/2020 - 21 IPLAN I - / \ 0 PA JOB No. 3142 Q) SHEET UJ Q) 0 Q_ E A.P.N.= 534-011-18 & 534--011-19 C® RECORDS N4• � OF 7 SHEETS 1E FIELD MENT C T , 1. ALL CONSTRUCTION - CT ON SHALL CONFORM TO THIS PLAN, THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, F CATIONS LATEST EDITION, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION, AND STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING INC. NC. JOB N0. 17 16385, DATED DECEMBER 15, 2017, AND ANY ADDENDUM THhRETO. THESE DOCUMENTS SHALL MAKE A PART HEREOF. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH. 2, ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH THE PROPOSED CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STR T P EE ERMIT SHALLOBTAINED BE 0 TA ED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT U.S.A. 811 SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY, 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE, 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. 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 ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 16. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 17. ANY WORKON C C NE TING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS. 18. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 19. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. GRADING NOTES 1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN, APPENDIX J OF CALIFORNIA BUILDING CODE AS MODIFIED BY CITY OF BAKERSFIELD ORDINANCE, AND THE GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC. JOB NO. 17-16385, DATED DECEMBER 15, 2017 AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH. 2. ALL DESIGN ELEVATIONS SHOWN ARE TO FINISHED GRADE, UNLESS OTHERWISE NOTED. 3. THE GEOTECHNICAL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED AT LEAST 2 DAYS BEFORE THE START OF ANY WORK AND PRIOR TO PLACING ANY FILL MATERIAL. 4. ALL GRADING WORK SHALL BE SUPERVISED AS "ENGINEERED GRADING" IN ACCORDANCE WITH THE BUILDING CODE. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODES WITHIN HIS PURVIEW. 5. ANY TRENCHING TO BE DONE WITHIN THE PROJECT SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE PROPOSED C.O.B. STD. DWG. ST -12. 6. SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURING THE PREPARATION OF THE NATURAL GROUND AND THE PLACEMENT AND COMPACTION OF THE FILL TO BE SATISFIED THAT THE WORK IS BEING PERFORMED IN ACCORDANCE WITH THE PLAN AND APPLICABLE CODES. 7. PURSUANT TO SECTION J104.6 OF THE CALIFORNIA BUILDING CODE AS MODIFIED BY CITY OF BAKERSFIELD ORDINANCE, SECTION J104.6 PARAGRAPH 12, IF THE CIVIL ENGINEER, THE GEOTECHNICAL ENGINEER, OR THE ENGINEERING GEOLOGIST OF RECORD IS CHANGED DURING GRADING, THE WORK SHALL BE STOPPED UNTIL THE REPLACEMENT HAS AGREED IN WRITING TO ACCEPT THEIR AREA OF TECHNICAL COMPETENCE FOR APPROVAL UPON COMPLETION OF THE WORK. IT SHALL BE THE DUTY OF THE PERMITTEE TO NOTIFY THE BUILDING OFFICIAL IN WRITING WITHIN 48 HOURS OF SUCH CHANGE AND PRIOR TO THE RECOMMENCEMENT OF GRADING. 8. THE CONTRACTOR SHALL PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS CONTRACT. PREVENTATIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO MITIGATE THE IMPACT OF DUST AND PM10 EMISSIONS ACCORDING TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT REGULATION VIII (8). IN ADDITION TO ANY DUST CONTROL PLAN, THESE MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. PRE -ACTIVITY: A. PRE -WATER SITE SUFFICIENT TO LIMIT VISIBLE DUST EMISSIONS (VDE) TO 20% OPACITY. B. PHASE WORK TO REDUCE THE AMOUNT OF DISTURBED SURFACE AREA AT ANY ONE TIME. B. DURING ACTIVE OPERATIONS: A. APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO LIMIT VDE TO 20% OPACITY B. LIMIT ACTIVITY TO PERIODS OF LOW OR NO WIND, OR CONSTRUCT AND MAINTAIN WIND BARRIERS SUFFICIENT TO LIMIT VDE TO 20% OPACITY. C. APPLY WATER OR OTHER APPROVED SUBSTANCE TO UNPAVED HAUL/ACCESS ROADS AND UNPAVED VEHICLE/EQUIPMENT TRAFFIC AREAS SUFFICIENT TO LIMIT VDE TO 20% OPACITY AND MEET THE CONDITIONS OF A STABILIZED UNPAVED ROAD SURFACE. C. TEMPORARY STABILIZATION DURING PERIODS OF INACTIVITY: A. RESTRICT VEHICULAR ACCESS TO THE AREA. B. APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO COMPLY WITH THE CONDITIONS OF A STABILIZED SURFACE, IF ANY AREA HAVING 0.5 ACRES OR MORE OF DISTURBED SURFACE AREA REMAINS UNUSED FOR SEVEN OR MORE DAYS, THE AREA MUST COMPLY WITH THE CONDITIONS FOR A STABILIZED SURFACE AREA AS DEFINED IN RULE 8011. D. CARRYOUT AND TRACKOUT ON PUBLIC ROADS: A. ALL VISIBLE CARRYOUT AND TRACKOUT WITHIN 50 FEET OF THE SITE SHALL BE REMOVED AT THE END OF EACH WORKDAY. TRACKOUT BEYOND 50 FEET OF THE SITE SHALL BE REMOVED IMMEDIATELY. B. CLEANUP SHALL BE ACCOMPLISHED BY MANUAL SWEEPING OR APPROVED EQUIPMENT' AND METHOD AS SPECIFIED BY THE SJVUAPCD. C. THE USE OF BLOWER DEVICES OR DRY ROTARY BRUSHES OR BROOMS, FOR REMOVAL OF CARRYOUT AND TRACKOUT ON PUBLIC ROADS IS EXPRESSLY PROHIBITED. D. ANY PERMITS REQUIRED FOR MUD AND DIRT CLEANUP SHALL BE OBTAINED BY THE CONTRACTOR. 9. IF DURING GRADING OR CONSTRUCTION, ANY PLUGGED, ABANDONED OR UNRECORDED WELLS ARE UNCOVERED OR DAMAGED, THE DEPARTMENT OF CONSERVATION/ DIVISION OF OIL GAS AND GEOTHERMAL RESOURCES SHALL BE CONTACTED TO INSPECT AND APPROVE ANY REMEDIATION. 10. IF DURING CONSTRUCTION ACTIVITIES OR GROUND DISTURBANCE, CULTURAL RESOURCES ARE UNCOVERED, THE CONTRACTOR SHALL STOP WORK AND RETAIN A QUALIFIED ARCHEOLOGIST FOR FURTHER STUDY. THE CONTRACTOR SHALL NOTIFY THE PROPER AUTHORITIES AND BE SUBJECT TO ANY MITIGATION MEASURES REQUIRED BY THE ARCHAEOLOGIST. 11. DURING GRADING, REASONABLE SEARCHING SHOULD BE PERFORMED FOR CONCEALED SUBSURFACE OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHOULD BE REMOVED. IF THE TERMINUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT LIMITS, THE PIPING SHOULD BE REMOVED WITHIN THE PROJECT AND PROPERLY CAPPED AT THE PROJECT BOUNDARY. 12. ALL ONSITE OR OFFSITE OBSTRUCTIONS SHALL BE REMOVED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 13. THE SITE SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION, INCLUDING ROOTS, LOOSE FILL, TRASH AND OTHER DELETERIOUS MATERIALS ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL INVESTIGATION. ANY HOLE OR VOIDS LEFT AFTER THE REMOVAL OF TREES, ROOTS, SEPTIC TANKS, ABANDONED FOUNDATIONS, PIPELINES OR THE LIKE, SHALL BE FILLED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. 110JZTT1011?14_21�1 14.SURF S ROUND T RECEIVE G ACE 0 ECE VE CONCRETE DRIVEWAYS AND BITUMINOUS PAVEMENTS SHOULD ULD BE SCARIFIED E AND COMPACTED TO A MINIMUM DEPTH OF 12 INCHES BELOW THE EXISTING GROUND SURFACE IN AREAS TO BE FILLED, UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL INVESTIGATION OR DIRECTED BY THE GEOTECHNICAL ENGINEER. COMPACTION IN PROPOSED PAVEMENT AREAS SHOULD BE TO A MINIMUM OF 95% OF THE MAXIMUM DENSITY AS OBTAINED BY ASTM TEST METHOD D1557-78, AND SHOULD EXTEND TO A MINIMUM DISTANCE OF 2 FEET BEYOND THE OUTSIDE EDGES OF PAVEMENTS. SURFACES T IV 0 RECEIVE CURBS, GUTTERS AND SIDEWALKS SHALL BE SCARIFIED AND COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DENSITY TO A MIMIMUM DEPTH OF 6 INCHES BELOW GROUND SURFACE. 15. PAD AREAS SHALL BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL, SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF 12 INCHES BELOW THE EXISTING GROUND SURFACE IN AREAS TO BE FILLED OR 12 INCHES BELOW BOTTOM OF FOOTING OR 24 INCHES BELOW FINISH PAD IN CUT AREAS, UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL INVESTIGATION OR DIRECTED BY THE GEOTECHNICAL ENGINEER. COMPACTION IN PROPOSED AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST BE COMPACTED TO 90% DENSITY FOR A MINIMUM DISTANCE OF 5 FEET BEYOND THE OUTSIDE EDGES OF THE FOUNDATIONS OF THE STRUCTURES. THE DEPTH OF OVEREXCAVATION AND COMPACTION IN PAD AREAS SHALL CONFORM TO THE RECOMMENDATION OF THE GEOTECHNICAL ENGINEERING INVESTIGATION. RE -COMPACTION OF OVER -EXCAVATED MATERIAL SHALL BE TO AT LEAST 90% OF MAXIMUM DRY DENSITY. 16. FLOODING, JETTING, OR SIMILAR CONSOLIDATION METHODS OF COMPACTION SHALL NOT BE PERMITTED. 17. THE GRADING CONTRACTOR SHALL GRADE THE PAVING AREAS TO WITHIN 0.1 FOOT OF SUBGRADE, IF SUCH AREAS SHOULD BE FOUND TO BE MORE THAN 0.1 FOOT FROM THE DESIGN SUBGRADE ELEVATION AFTER COMPLETION OF GRADING, THE GRADING CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 18. SURFACE DRAINAGE SHALL BE 1% MINIMUM, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. 19. ALL CUT AND FILL SLOPES SHALL BE 2:1 (2 HORIZONTAL TO 1 VERTICAL) OR FLATTER, UNLESS OTHERWISE NOTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. 20. FILL AREAS SLOPING STEEPER THAN 5:1 SHALL BE KEYED AND BENCHED TO SUPPORT FILL. 21. FILL SLOPES SHALL NOT TOE OUT WITHIN T2 FEET HORIZONTALLY OF THE TOP OF EXISTING OR PLANNED CUT SLOPES. 22. ALL SLOPES IN EXCESS OF 3 FEET IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. 23. FOR HILL -SIDE DEVELOPMENT, A BERM OR DRAINAGE SWALE SHALL BE CONSTRUCTED ALONG THE TOP OF ALL CUT AND FILL HILL -SIDE SLOPES TO PREVENT RUNOFF FROM GOING OVER THE SLOPE. 24. FILL MATERIAL SHALL BE SUBJECT TO THE GEOTECHNICAL ENGINEERS APPROVAL. 25. ENGINEERED FILL MATERIALS SHOULD BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. IF NO RECOMMENDATION EXISTS, FILL SHALL BE PLACED IN THIN LAYERS LESS THAN 6 INCHES IN UNCOMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT (OR A MOISTURE CONTENT COMMENSURATE WITH EFFECTIVE COMPACTING AND SOIL STABILITY). ENGINEERED FILL MATERIALS SHOULD BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD THE CURRENT CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS AND REPORTS FROM THE GEOTECHNICAL ENGINEER. 26. ANY CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMIT PURPOSES ONLY. THE ENGINEER MAKES NO WARRANTY EITHER DIRECT OR IMPLIED THAT THIS WILL BE THE ACTUAL COMPACTION FACTOR. THE CONTRACTOR SHALL, AFTER EXAMINING THE PLAN, GEOTECHNICAL INVESTIGATION AND THE SITE TERRAIN, PREPARE HIS BID PRICE FOR THE PROJECT, BASED ON HIS OWN EARTHWORK CALCULATIONS. IF A DEFICIENCY OR AN EXCESS OF SOIL ARISES DURING GRADING, THE GRADING CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER, WHO SHALL DETERMINE IF ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BETWEEN CUT AND FILL. 27. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF THE BORROW SITE WITH THE BUILDING OFFICIAL AND THE SOILS ENGINEER PRIOR TO PULLING THE GRADING PERMIT. 28. EXPORT MATERIAL SHALL BE DISPOSED OF AT AN APPROVED SITE THAT IS COORDINATED WITH THE BUILDING OFFICIAL PRIOR TO PULLING THE GRADING PERMIT. 29. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 30. IT IS THE RESPONSIBILITY OF THE DEVELOPER AND THE CONTRACTOR TO (A) FAMILIARIZE THEMSELVES WITH THE FOREGOING RECOMMENDATIONS, (B) NOTIFY THE ENGINEER WHEN SITE PREPARATION BEGINS AND BEFORE THE PLACEMENT OF FILLS, AND (C) INFORM THE ENGINEER OF ITEMS ENCOUNTERED DURING EARTHWORK OPERATIONS WHICH MIGHT EFFECT FOUNDATION STABILITY, SO THAT THE ITEMS MAY BE TREATED UNDER THE ENGINEER'S DIRECTION. (THESE ITEMS MIGHT INCLUDE BURIED TRASH OR VEGETATION, PIPELINES, ABANDONED WELLS, OLD FILLS, ETC.) 31. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL GEOTECHNICAL INVESTIGATION COVERING THE SITE PREPARATION AND GRADING SHALL BE SUBMITTED TO THE ENGINEER AND BUILDING DEPARTMENT BY THE GEOTECHNICAL ENGINEER. AFTER COMPLETION OF THE GRADING, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER, ON A FORM PRESCRIBED BY THE ENGINEER, A STATEMENT THAT THE GRADING HAS BEEN COMPLETED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS FOR THE PROJECT, INCLUDING ALL RECOMMENDATIONS AND REQUIREMENTS OF THE GEOTECHNICAL INVESTIGATION FOR THE PROJECT, IF ANY. 32. SITE INSPECTIONS: THE BUILDING OFFICIAL SHALL INSPECT THE PROJECT AT THE FOLLOWING STAGES OF WORK: A. INITIAL - WHEN THE SITE HAS BEEN CLEARED OF VEGETATION AND UNAPPROVED FILL AND IT HAS BEEN SCARIFIED OR OTHERWISE PREPARED FOR FILL. NO FILL SHALL HAVE BEEN PLACED PRIOR TO THIS INSPECTION. B. ROUGH - WHEN APPROXIMATE FINAL ELEVATIONS HAVE BEEN ESTABLISHED; DRAINAGE TERRACES; SWALES AND OTHER DRAINAGE DEVICES NECESSARY FOR THE PROTECTION OF THE BUILDING SITE FROM FLOODING --ARE INSTALLED; BERMS ARE INSTALLED AT TOPS OF SLOPES; AND THE STATEMENTS REQUIRED FROM THE CIVIL ENGINEER, GEOTECHNICAL ENGINEER, ENGINEERING GEOLOGIST (IF ANY) AND GRADING CONTRACTOR HAVE BEEN RECEIVED. C. FINAL - WHEN GRADING IS COMPLETED; ALL DRAINAGE DEVICES NECESSARY TO DRAIN THE BUILDING PAD HAVE BEEN INSTALLED, SLOPE PLANTING ESTABLISHED, IRRIGATION SYSTEMS INSTALLED AND THE AS -GRADED PLANS AND REQUIRED STATEMENTS HAVE BEEN SUBMITTED. 33. SECURITY IN A FORM ACCEPTABLE TO THE CITY SHALL BE PROVIDED BY THE OWNER FOR GRADING INVOLVING MORE THAN 1,000 CUBIC YARDS PRIOR TO ISSUANCE OF A GRADING PERMIT. ACCEPTABLE FORMS OF SECURITY INCLUDE A BOND FURNISHED BY A CORPORATE SURETY AUTHORIZED TO DO BUSINESS IN THE STATE OF CALIFORNIA, A CASH BOND, OR AN INSTRUMENT OF CREDIT FROM A FINANCIAL INSTITUTION SUBJECT TO REGULATION BY THE STATE OF CALIFORNIA OR FEDERAL GOVERNMENT. THE BUILDING OFFICIAL MAY WAIVE THE REQUIREMENT FOR SECURITY IF THE GRADING DOES NOT EXCEED A SLOPE OF THREE HORIZONTAL TO ONE VERTICAL PROVIDED SUCH GRADING WILL NOT AFFECT DRAINAGE FROM OR TO ADJACENT PROPERTIES. 34. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SU BDIVIER/CON TRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER, SOILS REPORT GRADING RECOMMENDAWN5 THE FOLLOWING IS AN EXCERPT FROM THE SOILS REPORT PREPARED BY PREPARED BY SOILS ENGINEERING, INC. JOB NO. 17-16385, DATED DECEMBER 15, 2017. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF THE SOILS REPORT I. EARTHWORK 'EARTHWORK SPECIFICATIONS,"IN APPENDIX A ARE PROVIDED FOR GENERAL GUIDANCE IN PREPARING SITE GRADING PLANS. IN ADDITION, THE FOLLOWING SPECIFIC RECOMMENDATIONS ARE PROVIDED AND SUPERSEDE THE EARTHWORK SPECIFICATIONS IN APPENDIX A WHEREVER DISCREPANCIES MAY EXIST. A. COMPACTION UNLESS OTHERWISE SPECIFIED HEREIN, SOIL AND OTHER SIMILAR MATERIALS PLACED ON THIS SITE SHALL BE COMPACTED TO NOT LESS THAN 90 PERCENT OF THE LABORATORY MAXIMUM DENSITY FOR EACH MATERIAL AS DETERMINED IN ACCORDANCE WITH ASTM TEST METHOD D1557. B. OPTIMUM MOISTURE SOILS AND SIMILAR MATERIALS SHOULD BE COMPACTED AT OR NEAR THE "OPTIMUM MOISTURE"FOR EACH MATERIAL, AS DETERMINED IN ACCORDANCE WITH ASTM TEST METHOD D1557. POTENTIALLY EXPANSIVE MATERIALS SHOULD BE COMPACTED AT A MOISTURE CONTENT WHICH IS ONE TO THREE PERCENT HIGHER THAN THE LABORATORY DETERMINED "OPTIMUM MOISTURE". C. STRIPPING PRIOR TO SITE GRADING, EXISTING GROUND SURFACES SHOULD BE STRIPPED OF SURFACE VEGETATION AND HIGH-VOLUME ROOT MASSES. A STRIPPING DEPTH OF ONE TO THREE INCHES IS GENERALLY ADEQUATE. STRIPPED MATERIAL SHALL NOT BE USED AS ENGINEERED FILL OR BLENDED WITH OR INCORPORATED INTO ANY MATERIALS WHICH WILL UNDERLIE ANY STRUCTURES OR OTHER IMPROVEMENTS ON THE PROJECT. REMOVAL OF TREES OR OTHER LARGE PLANTS SHALL INCLUDE ALL ROOTS LARGER THAN %" DIAMETER. IF NECESSARY, ROOT REMNANTS ARE TO BE REMOVED BY HAND-PICKING. REMOVE EXISTING STRUCTURES AND IMPROVEMENTS, INCLUDING WITHIN THE LIMITS OF GRADING OR AS DEPICTED IN THE PROJECT DOCUMENTS. D. GROUND SURFACE PREPARATION PROPOSED STRUCTURE AREAS: GROUND SURFACES IN THE PROPOSED BUILDING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE FOLLOWING PROCEDURES: 1. EXCAVATE EARTH MATERIAL TO A MINIMUM DEPTH OF TWO (2) FEET BELOW THE LOWEST EXISTING GRADE IN EACH OF THE PROPOSED STRUCTURE AREAS. 2. THE BOTTOM OF THE EXCAVATION SHALL BE REVIEWED BY THE SOIL ENGINEER OR HIS REPRESENTATIVE PRIOR TO ANY BACKFILL OPERATIONS. THE TOP TWELVE INCHES OF MATERIALS EXPOSED AT THE BOTTOM OF THE EXCAVATION SHALL BE SCARIFIED AND COMPACTED TO A MINIMUM OF 90 PERCENT OF ASTM D1557. 3. MOISTEN EXCAVATED AND IMPORTED SOILS TO NEAR THE OPTIMUM MOISTURE OR TO A MOISTURE CONTENT CONSISTENT WITH EFFECTIVE COMPACTION AND SOIL STABILITY. COMPACT MOISTENED SOILS TO A MINIMUM OF 90 PERCENT OF THE MAXIMUM DENSITY OBTAINED BY ASTM TEST METHOD D1557. 4. WORK TO LINES AT LEAST FIVE (5) FEET BEYOND THE OUTSIDE EDGES OF EXTERIOR FOOTINGS AND TWO FEET BEYOND PAVEMENT EDGES. REVIEW: PRIOR TO ANY COMPAC11ON OR BACKFILL ACTIVITIES, THE BOTTOM OF THE EXCAVATION SHALL BE REVIEWED BY THE GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. IF INDICATIONS OF PREVIOUS FILL, DISCOLORATION, LOOSE OR COMPRESSIBLE MATERIAL, BURIED IMPROVEMENTS, STRUCTURES, PIPELINES, DEBRIS, RUBBLE, TRASH, OR ANY OTHER DISTURBANCE ARE OBSERVED BY THE CONTRACTOR, THE GEOTECHNICAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. EXCAVATION OF NATIVE SOILS SHALL CONTINUE IN VERTICAL INCREMENTS OF ONE FOOT UNTIL COMPACTION TESTS AT THE BOTTOM OF THE EXCAVATION EQUAL OR EXCEED 80%. FILL PLACEMENT IN EXCAVATIONS SHALLNOT 0 PROCEED UNTIL THE GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE ON THE SITE HAS REVIEWED, TESTED AS DESCRIBED ABOVE AND ACCEPTED MATERIALS EXPOSED AT THE BOTTOM OF THE EXCAVATION. 1, PROOF -ROLLING: AFTER THE BOTTOM OF THE EXCAVATION HAS BEEN REVIEWED, THE SOIL SURFACE SHOULD BE PROOF -ROLLED WITH A LOADED SCRAPER OR OTHER EQUIPMENT WITH HIGH WHEEL LOADS. PROOF -ROLLING IS INTENDED TO IDENTIFY LOOSE AREAS WHICH COULD REQUIRE ADDITIONAL EXCAVATION AND COMPACTION. PROOF -ROLLING SHOULD BE PERFORMED AT A NORMAL WALKING SPEED. WHEEL TRACKS SHOULD COVER THE ENTIRE EXCAVATION SURFACE. 2. COMPACTION: AFTER THE EXCAVATION HAS BEEN REVIEWED AND PROOF -ROLLED AND IT HAS BEEN DETERMINED THAT NO ADDITIONAL EXCAVATION IS REQUIRED, PLACE AND COMPACT THE EXCAVATED SOILS, OR APPROVED IMPORT MATERIAL, IN THIN LIFTS. ADJUST THE MOISTURE CONTENT OF THE MATERIAL TO BE COMPACTED AS NEEDED (REFER TO PARAGRAPH 1.13 ABOVE) PRIOR TO COMPACTION. APPLY COMPACTION EFFORT IN CONFORMANCE WITH THE RECOMMENDATIONS OF THIS REPORT, USING MEANS, METHODS, AND EQUIPMENT SUITABLE FOR THE TYPE OF MATERIAL BEING COMPACTED. REFER TO PARAGRAPH I -A ABOVE AND THE ATTACHED APPENDIX A FOR COMPACTION REQUIREMENTS. TABLE A COMPACTION DEPTH 0 Haunch to 1 1 ft. Above Top of ui Pipe , Pi a to 2 6„ 2'6" Below Area Above Top Below Finished Grade to Of Pie Finished Grade Finished Subgrade Structural 90% 90% 90% Pavements 9+-----�0% 90% 90% Non -Structural 190% 90% 1 90% E. ENGINEERED FILL EARTH MATERIALS OBTAINED ON SITE ARE ACCEPTABLE FOR USE AS ENGINEERED FILL PROVIDED THAT ALL GRASSES, WEEDS AND OTHER DELETERIOUS DEBRIS ARE FIRST REMOVED. ENGINEERED FILL MATERIALS SHOULD BE PLACED IN THIN LAYERS (LESS THAN TEN INCHES UNCOMPACTED THICKNESS), BROUGHT TO NEAR THE OPTIMUM MOISTURE CONTENT OR TO A MOISTURE CONTENT COMMENSURATE WITH EFFECTIVE COMPACTION AND SOIL STABILITY, AND COMPACTED TO A MINIMUM OF 90 PERCENT OF THE MAXIMUM DENSITY OBTAINABLE BY ASTM TEST METHOD D1557, 'PLACING, SPREADING AND COMPACTING FILL MATERIALS, -IN APPENDIX A. F. IMPORTED FILL THE TABLE SHOWN BELOW PROVIDES GENERAL GUIDELINES FOR ACCEPTANCE OF IMPORT ENGINEERED FILL. MATERIALS OF EQUAL OF BETTER QUALITY THAN ON-SITE MATERIAL COULD BE REVIEWED BY THE GEOTECHNICAL ENGINEER ON A CASE BY CASE BASIS. NO SOIL MATERIALS SHALL BE IMPORTED ONTO THE PROJECT SITE WITHOUT PRIOR APPROVAL BY THE GEOTECHNICAL ENGINEER. ANY DEVIATION FROM THE SPECIFICATIONS GIVEN BELOW SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO IMPORT OPERATIONS. MAXIMUM PERCENT PASSING #200 SIEVE .......................................... ........ - 40 MAXIMUM PERCENT RETAINED 3" SIEVE ........................................................ 0 MAXIMUM PERCENT RETAINED 1 j�" SIEVE FOR BUILDING AREAS ............................. 15 MAXIMUM PERCENT RETAINED Y4" SIEVE FOR LANDSCAPE AREAS .......................... 5 MAXIMUM PERCENT RETAINED '/4 SIEVE FOR PLAY FIELDS ................................... . 0 MAXIMUM LIQUID LIMIT ...................................... .. 40 MAXIMUM PLASTICITY INDEX...................................................................... 14 MINIMUM R -VALUE FOR PAVEMENT AREAS .................................................... 50 MINIMUM R -VALUE FOR BUILDING AREAS.......................................................... 35 MAXIMUM EXPANSION INDEX (PER 2013 CBC) ............................................. 20 FURTHERMORE, THE SOILS PROPOSED FOR IMPORT SHALL BE GENERALLY HOMOGENOUS AND SHALL NOT CONTAIN CEMENTED OR CLAYEY AND/OR SILTY LUMPS LARGER THAN ONE INCH. WHEN SUCH LUMPS ARE PRESENT, THEY SHALL NOT REPRESENT MORE THAN TEN PERCENT (10%) OF THE MATERIAL BY DRY WEIGHT. WHERE A PROPOSED IMPORT SOURCE CONTAINS OBVIOUSLY VARIABLE SOILS, SUCH AS CLAY AND/OR SILT LAYERS, THE SOILS WHICH DO NOT MEET THE ABOVE REQUIREMENTS SHALL BE SEGREGATED AND NOT USED FOR THIS PROJECT OR THE VARIOUS LAYERS SHALL BE THOROUGHLY r MIXED PRIOR0 T ACCEPTANCE TESTING BY TI THE GEOTECHNICAL ENGINEER. G NEER. THE CONTRACTOR SHALL PROVIDE SUFFICIENT ADVANCE NOTICE, PRIOR TO IMPORT OPERATIONS, TO ALLOW TESTING AND EVALUATION OF THE PROPOSED IMPORT MATERIALS. BECAUSE OF THE TIME NEEDED TO PERFORM THE ABOVE TESTS, THE CONTRACTOR SHALL PROVIDE A MEANS BY WHICH THE GEOTECHNICAL ENGINEER OR OTHERS CAN VERIFY THAT THE SOIL(S) WHICH WAS SAMPLED AND TESTED IS THE SAME SOIL(5) WHICH IS BEING IMPORTED TO THE PROJECT. F. DRAINAGE FINISHED GROUND GRADES ADJACENT TO THE PROPOSED STRUCTURES SHOULD BE SLOPED TO PROVIDE POSITIVE FREE DRAINAGE AWAY FROM THE FOUNDATIONS. NO AREAS SHOULD BE CONSTRUCTED THAT WOULD ALLOW DRAINAGE GENERATED ON THE SITE, OR WATER IMPINGING UPON THE SITE FROM OUTSIDE SOURCES, TO POND NEAR FOOTINGS AND SLABS OR BEHIND CURBS. WHERE GROUND SURFACES ADJACENT TO SUBSURFACE WALLS ARE TO BE LANDSCAPED, WALLS SHOULD BE WATERPROOFED. INSTALLATION OF GRAVEL -FILLED DRAINS TO ROUTE SUBSURFACE DRAINAGE AWAY FROM WALLS WILL REDUCE THE THICKNESS OF DAMP -PROOFING RESULTING IN A CONSIDERABLE SAVINGS. H. SLOPES BOTH FILL AND CUT SLOPES SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) IN ACCORDANCE WITH THE 2013 UNIFORM BUILDING CODE. FINISHED SLOPES NEARER THAN FIVE FEET FROM BUILDING FOUNDATIONS SHOULD BE GRADED NO STEEPER THAN FIVE HORIZONTAL TO ONE VERTICAL (5:1). A SLOPE RATIO OF TWO HORIZONTAL' TO ONE VERTICAL (2:1) SHOULD PROVIDE ADEQUATE STABILITY FOR SLOPES FARTHER THAN FIVE FEET FROM FOOTING LINES. THE FILL SLOPES SHALL BE COMPACTED TO A MINIMUM OF 90% OF ASTM D1557 AND IN ACCORDANCE WITH THE GUIDE SPECIFICATIONS FOR EARTHWORK APPENDIX A. THIS MAY BE ACHIEVED BY OVERFILLING THE CONSTRUCTED SLOPE AND TRIMMING TO A COMPACTED FINISHED SURFACE, ROLLING THE SLOPE FACE WITH A SHEEPSFOOT AS THE LEVEL OF THE FILL IS RAISED OR ANY METHOD THAT ACHIEVES THE DESIRED PRODUCT. THE CUT PORTION OF THE SLOPE SHOULD BE CONSTRUCTED FIRST. PRIOR TO CONSTRUCTION OF THE FILL SLOPE, INCOMPETENT SURFACE SOILS SHOULD BE REMOVED FROM THE TOP OF THE CUT. AREAS TO RECEIVE FILL OR TO SUPPORT STRUCTURES, SLABS OR PAVEMENTS SHOULD BE REMOVED OF ALL VEGETATION, DEBRIS AND DISTURBED SOILS. ALL EXISTING UNCERTIFIED FILL SOILS SHOULD BE EXCAVATED TO EXPOSE COMPETENT NATIVE SOILS. EXISTING UNDERGROUND PIPELINES, PRIVATE SEWAGE DISPOSAL SYSTEMS AND ANY WATER OR OIL WELLS, IF ENCOUNTERED DURING GRADING, SHOULD BE REMOVED OR CAPPED IN ACCORDANCE WITH PROCEDURES CONSIDERED ACCEPTABLE BY THE APPROPRIATE GOVERNING AGENCY. TREE ROOTS TO 2 INCHES IN DIAMETER SHOULD BE REMOVED. BOTH FILL AND CUT SLOPES WILL BE SUBJECT TO EROSION IMMEDIATELY AFTER GRADING AND SHOULD BE DESIGNED TO REDUCE SURFICIAL SLOUGHING BY IMPLEMENTING A PERMANENT SLOPE MAINTENANCE PROGRAM AS SOON AS PRACTICAL AFTER COMPLETION OF SLOPE CONSTRUCTION. SLOPE MAINTENANCE SHOULD INCLUDE PROPER CARE OF EROSION AND DRAINAGE CONTROL DEVICES, RODENT CONTROL, AND IMMEDIATE PLANTING WITH DEEP -ROOTING, LIGHTWEIGHT, DROUGHT -RESISTANT VEGETATION. AN EROSION CONTROL GEOTEXTILE, MAY ALSO BE USED IN COMBINATION WITH VEGETATION TO CONTROL EROSION. EXPERIENCE HAS SHOWN THAT SLOPE PERFORMANCE IS LARGELY DEPENDENT UPON PROPER SLOPE MAINTENANCE (I.E., PLANTING, PROPER WATERING, CLEARING OF DRAINAGE DEVICES, ETC.). SLOPES PROPERLY PLACED AND CONSCIENTIOUSLY MAINTAINED ARE NOT EXPECTED TO DISPLAY EXCESSIVE RAVELING OR SLOUGHING. REVIEW OF EARTHWORK OPERATIONS REVIEW OF EARTHWORK OPERATIONS RELATING TO SITE CLEARING, GROUND STABILIZATION, PLACEMENT AND COMPACTION OF FILL MATERIALS, AND FINISHED GRADING IS CRITICAL TO THE STRUCTURAL INTEGRITY OF BUILDING FOUNDATION AND FLOOR SYSTEMS. WHILE THE PRELIMINARY GEOTECHNICAL INVESTIGATION AND REPORT PROVIDE GUIDELINES, WHICH ARE USED BY THE DESIGN TEAM, I.E., ARCHITECTS, GRADING ENGINEERS, STRUCTURAL ENGINEERS, LANDSCAPE ENGINEERS, ETC., IN COMPLETING THEIR RESPECTIVE TASKS, REVIEW OF PLANS AND SITE REVIEW AND TESTING DURING EARTHWORK OPERATIONS ARE VITAL ADJUNCTS TO THE COMPLETION OF THE GEOTECHNICAL ENGINEER'S TASKS. 11 Geotextile Blanket -Silt fence Per SE -01 x X I 1: 1 slFAC 3 Min �l-J ;�'%� (� Drain inlet] 6"-12" Note: ✓/%�/moi' Remove sediment before reaching one-third fuel. Section A ---A Concentrated Rock filter(use if flow flow is concentrated) F <-I, - x -I x f_ ------- - ---------I x. I I Edge of r ---------------I ! sediment trap A I I I I x I Drain inlet d x A I - I I -ter � I I Sheet low i I a f I I x i - I _ i -� _---Geotextile I i : I x Blanket 11 I I I I Silt fence Per SE -01 I�---------------'� I I I /6"' X r --------------'------J X I x x x-1 ` Plan DI PROTECTION PROTECTION, TYPE _2 \_�_; NOT TO SCALE _ Notes 1. For use in cleared and grubbed and in graded areas. 2. Shape basin so That longest inflow area faces longest length of trap. 3. For concentrated flows, shape basin in 2:1 ratio with length oriented towards direction of flow. November 2009 California Storrnwater BMP Handbook H of 10 Construction www.casga.org ( \ � 11I I \\ D -z I I \\ �° I PHASE 7 , I,� ,Z I I-` - 11 I I ---- -- -- ---- -/ �� o'�- --d� I _-, 11 ' \_ ----------- -- -_ _-�_ -410 ®� /� I m ------ ------ ` DRAINAGE SWA / ok2�. 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I I 0 INSTALL 3" CRUSHED AGGREGATE RIP -RAP 6" THICK. I I ® TEMPORARY DRAINAGE AND FLOWAGE EASEMENT TO THE CITY OF BAKERSFIELD TO BE I I DEDICATED BY SEPARATE INSTRUMENT AND PRIOR TO ACCEPTANCE OF IMPROVEMENTS. I ® PROPOSED EDGE OF PAVEMENT A AREA DETAIL 2 U paUO w00) M 1 iW-�4z aLU,< w z - u7W Z�h vimWmWW¢t=o w qty-O��u}5, �¢ZUh-"ZIYW �a Wu)=wz�>�U)¢ mr+-r�az�v>mU ro�_UaQ=(�Ig w�=��ins�zm �W. - w ¢zUw1< w_o w v) U t- � zrUt..cn®Qu-n- w z. 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F I TRACT 7317 MIN MINIMUM TYPICAL It �c 11 PHASE 3 l' ,'; ELPor ELEV ELEVATION °D II l' BDRY BOUNDARY -v 0 Ln It � lu r o 16° R RADIUS ti r m q' I'ii I 1t . L LENGTH 11 ° q (�� z ' - JI'n AF ACRE-FEET I Ii ^n ,� It I I'' - _ lv SF SQUARE FEET f-5 t _'ltd „ ^��, 1. LF LINEAR FEET �, 1 4t �`x % ltt EA EACH It q _ I' t� - CY CUBIC YARDS o J� ESMT EASEMENT q t �7� RW RIGHT-OF-WAY s C tt t o" ��°Qlt' -- SD STORM DRAIN 7 It _— q oS - - ___ it u h 1 CB CATCH BASIN II q Sa ��' _ 1 l lll SWR SANITARY SEWER It 11 Fc _ i , . MH MANHOLE It S it `• o - - � 1 , - ' , WTR WTR It10 p �`' 1 _ 1 G GAS _ _ _-- I _ , \ REQ'D REQUIRED u9 ��c, I _ , I EXISTING GRADE I 1 � I 1 I l `L� 1 NOTE 99A" jw Cn 1T1 I rp I r ITEMPORARY SUMP SHALL NOT BE BACKFILLED UNTIL N o to `LO I 1 1 �' STORM DRAIN IS EXTENDED TO PROPOSED SUMP. rn �'� BACKFILL SUMP PER SOILS REPORT RECOMMENDATIONS. a I 5, ' r EXISTING NOTE y�B„ I ��s TRACT 7317 I' _ — � -; �� - CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF PHASE 3 EXISTING TEMPORARY TURNAROUND AC PAVEMENT. L `SQ) NOR FL=46.45- . DEP FL=46.28 _ _ENTSroti q r - _ 0.31 % °. < T►NG IIv1PROVE �� ® a - - =` o EXIS �' - T STR� (PROTECT W _ - — — — d .x N 0 2- 0 a ui ®` t 1 �. w�U Ln>a'4NOR L=46 5 � ' JO DEP FL =4 . / 1d I 1 o O o I 1 k �� 1 � 'o / I I Il l It 1 zQ ; I `L� I I1 �IziIII' 1 I- u) 1 I W 1 I c) X� I� 1 �o�� j �a ' o' 1D' w ; EXISyTING I III 1I ( 1 PHASE 20' I �j i I � Z TRACT 7317 I I ��, . •-- 1 P H ASE 3 s o PHASE'. �o - I 1 1 ( �M i =F� 1 ' �cqy I I�LF�� c 4� o pry w W Lt CD �— — -- I 1 I m S �. cF7 iii �'9 10' 20' 20 ' i 10�. 20 o�O 20 r C I SEE NOTE A �,, 7. 5� F • , �. Fps �`8,G . . . . . .'.'�. . I �` . I, �� •,. �� o DATE 07/10/2020 . �� I �h EXISTING ccs --F �, PA JOS No. 3142 L r ys �� ea ®. ' 1i TRACT 7317 85' DEEP OVER -EX I I � • l F- ___--- -- - � I I y y y 8�9 n SCALE. 7 = 4® � SHEET ' PAD LIMITS (TYP) �o� II PHASE 3 F o i I • 15' l 0 20 4- �0 > ci� ? Q �o eb 1 I " I . 15 �0�`� 4 g3 y��. 3 01 "EE e%HEY COB RECORDS NO. � OF 7 SHEETS LLI ®- W w Lu Z w x z w m w ® LL, w a rx n d w �` . I, �� •,. �� o DATE 07/10/2020 . �� I �h EXISTING ccs --F �, PA JOS No. 3142 L r ys �� ea ®. ' 1i TRACT 7317 85' DEEP OVER -EX I I � • l F- ___--- -- - � I I y y y 8�9 n SCALE. 7 = 4® � SHEET ' PAD LIMITS (TYP) �o� II PHASE 3 F o i I • 15' l 0 20 4- �0 > ci� ? Q �o eb 1 I " I . 15 �0�`� 4 g3 y��. 3 01 "EE e%HEY COB RECORDS NO. � OF 7 SHEETS z 0 w �` . I, �� •,. �� o DATE 07/10/2020 . �� I �h EXISTING ccs --F �, PA JOS No. 3142 L r ys �� ea ®. ' 1i TRACT 7317 85' DEEP OVER -EX I I � • l F- ___--- -- - � I I y y y 8�9 n SCALE. 7 = 4® � SHEET ' PAD LIMITS (TYP) �o� II PHASE 3 F o i I • 15' l 0 20 4- �0 > ci� ? Q �o eb 1 I " I . 15 �0�`� 4 g3 y��. 3 01 "EE e%HEY COB RECORDS NO. � OF 7 SHEETS _ ^ i _ _ i N ,y SEE SHEET 3 � z �� i � I I a$ > NOR FL=46.485 0 _ __._ _ ___- y�y — _ .J/ �-- _ _ _ _•�= ..- i/ I ( 'r' iC6 cd� ��• ® [DEP FL -46.2 — _ _ — _ _ - — - O 5% _ \CD `' `' � > 6 28 -- �� S 0 — ENTS 'I z I o w Io Ii 0.31% �. _ _ _ _<<�=� TING IMPRO — _ - ! , z o i III o`o - — _ EXIPROTECT IN 1 ACE, 0- L0 r P p 0.25%� _ � �__-• gr � f 20' sr o = -_ _ � 5 �N G u N o — - - _ !i Q ` 1� �Aj ", 0.25% 4 - "1 ------------------- -- z v I I I i I I II -------- ---------- ------ - q dO\361 _ p NOR FL=46.4b ' y �`4C' Fc' I 6 I I I Ln bi a > r I ( Ia DEP FL= 46 28 / �I I 110 O z �O� I y I I R �/ � I� � I I EXISTING I C—___ I `L I I z o TRACT 7317 I i \ I I 60' 7 I I I xu I lye PHASE 3 20' 20' 10 'I ( l5'-- I ° ° i" SEE NOTE A o � ` \ i I M �, i ► `' I PHASE 3 I�� \ LLJI s \ 110 01 so' PHASE 6. �� 'Ld c� I - y �! w s� y I y 10' 20' 20 10' w g I — — — — �°' 20' 0 20' r to o z '\'` i t ,� 85' DEEP OVER -EX . F4' 6 oy. CO DoF�' S�n,40 N .cc92 PAD LIMITS (TYP) Al !� 0.35% 0 8�S ! / ----- !i! 48.46` °`4�, a0 \ I L P F-- / ! FL y o ® 0.28 1 00 �, 10 o I s� u, 15 ` D v I� fig' C7 ! 7 I y I . VERGENNES 4 4 COURT ,o , 4 o� �.Lti t�.! II ! ! 48.52 ® — -- — — n — ----- 15 0 �6 . I I cIi �o` I I ` . � �C8 g3 ��G 3Q9S < . i < 0.25%ti\' clq / ! O ® N L' tk1 ' y 04 / / / \\ � — — gr0 ____- — g• fig. I I I II .1000 <-3 `\� Ld �LO a I F� \ z Q FFG i S7i3 . \ / . 6o I i i \ I wX0 I w \ Ld z . \ y U ( . i . Li �, EXISTING 2, �w . . . . . . . . . . . . . . . . . ... . . . . . . . . . i i `• -�' — `' I i �, I I m -_ i. TRACT 7317 I Lu ■ W ® W 0 W OW4p®�t f O Wmxzl-wrap® 'r8Fr-u.zo2 M U Iv=i�wzcOi�>UJ �v'¢ w LO °7 W CL"i cry J(A� Q N �_ U- wywCg�Stt W SOU ESC)- F_ �o zz0ow� � C9 �n ooOw��Wcn -0 CO ' F -H -Fr - W® C] z"L' a�U�zp�- 0, dQ> U)Q 4= QU" wd56 z L LL Q2� ®� O � 05 O ta'. Z w O� z caW o z> a 06 Q�tnF W �Zw d�OOm CV LU +; 0 Mazw Q - _--------=, ----- -- PHASE �y _Z � N� n w� ®7d�a�a� O=l-vz® Z . MwOw LijWter r p. r p° =V>oozo zw N � W U - Q U Q O W Wm'y�ztn(A() �'^ y-yI-Z 0Lu LJ_ FG a<cw�>Q-0W� p r Z�0Z so' ¢¢vi=J�W0�O i z FG ____ F N-�~ aU> j6F- C9tn®wi:cnws 61 Lm, zac��w-- z m> 9F® - Izt1 W OW W S W O m w`�QLLz>c�nm¢vi w tocn � w SN �LLJ W S N w d§ 2 > m zg�¢° rl-on.rvoa¢� 10' 20' ` 20' 10' o \ REGRADE EXISTING \ � �9 \\0 1 BENCH IF NECESSARYclj C5 LJ UJI �I i ` o \ �• o \ \ 11 i y\3 \ x w^ � S�� \\\ LEGEND W' mi U) 1� �z 5' S°S \W �� `L� y �' DESIGN ELEVATION i i C C� \ w M W �°`c, / `�,�- _ / \`\� ./ w - w -' NON HABITABLE BUILDING SETBACK o m `� F ��---350. -52.-4 w -' NON HABITABLE BUILDING SETBACK �� \ ®Q ¢ 0.20% ® 0 2 a \ FROM q OF GAS PIPELINE TO FLOWLINE GRADE m < FROM q OF GAS PIPELINE ( " \ c \ (TO BE NOTED ON FINAL MAP) m w -- — — LIMITS OF PAD PREPARATION (T0 BE NOTED ON FINAL MAP) ( i i I \ R� S `� S i i O `1 \`tK � o ;�� Q h��0 `v / �� 351.0--� ® STORM DRAIN MANHOLE o ca411 _ - ®®- - - - _ _ - ® -. _.._ - � � _. - ®®,._ - . v `� I - _..... - - STORM DRAIN CATCH BASIN — "' - - `T - - r ®_ \ — - — - �� ' Q / l I/ ' — _ �� \ \ z — » tt d C] 0900. I\ C5i p"� o �/\� ��f� \ 1��2i'o� �'' j5 ��G EXISTING STORM DRAIN MAIN r'' o \° ® �., \ \.\ -_� SEE NOTE C N �• PROPOSED STORM DRAIN MAIN T _ _ _ _= = _ _ _cc) _ — ` — — —4TT _ m ®-= z �� / s, _ — TIT_F p °k —350.o EXISTING GROUND CONTOUR -- w rr m �� "$`� ro o \ °� 029 - w O °l g`O g�o� ;'� 50.16 EXISTING 34" HIGH o� 0.35% w o �� 00 q O ��. ��' \ \ \ \h`�' /� ' ixg ao fig. W oo Noo G �. HP FG �� - FC' 1� fig' fig' o o D ' �, z �, �, ��. ¢ z w? 4 �c" FL- \\G �o� i PROPOSED RIGHT-OF-WAY F� PRESSURE GAS MAIN 4� a z� k°� F`',, 4°' F \ `� ' I S '''Lo - S--�\GA'S �S —� AS cSa S ® -------SAS g S ---� f—E�'AS .y`5 oo EXISTING 34" HIGH \ ,�� - vi PROPOSED CENTERLINE �, o °� ' !COURT �, c� ooo- AE URY �� o.3s% oa ��`�� U�' �� ' F \ �°' I `�.o 4 00 ti 0.29% m PRESSURE GAS MAIN J� ' 5y� EXISTING ELEVATION -- N \ - — — — _ - — b o � O, � ,eco � � , � PHASE/BOUNDARY LINE �. - — — _ ( _ �, _ _ — — - ®— y i s i1 b / G 1i 4 0 \7 1 cv 5p G P O CONCRETE MONUMENT (SEE STREET PLANS) cq cl;i os SEE NOTE „C�, ��' '�°c - ' I --- _ �a � ®e — ®_..... r .._. — '�� ``'`. , �p hog ��°;� � �, °�, �°c, �� ..• � '�.c � • o. a, — � o _� __-�-- - -� - ! ��y� �1 FO II NON HABITABLE BUILDING SETBACK \ \ NON HABITABLE BUILDING SETBACK-' "'- �° �' '0G Q` FROM q OF GAS PIPELINE P` ! x " z FROM OF GAS PIPELINE , F,G�O� G r /'� F cj i TO BE NOTED ON FINAL MAP `I ��° \�� 5�y `'� y ��y i'' ��y� ( ) I �° �, (TO BE NOTED ON FINAL MAP) v !� / w �" w / ' I F / O �\ �� B NJ -O 5� 0° /� VJ� I I ® �o Ld y w � � V°' G w �� 100 rl r-4 p 00 o i I / p' m 0, / -350 �G o I _ / S' l 2 FG 51.2 351.5 'T.� rr V0°� l �� NOTE A R o '/ V s r r.� ,ter ,� q° / �" \ \\\� \ ' / /'' °��` TEMPORARY SUMP SHALL NOT BE BACKFILLED UNTIL �� ) z v� �� v��« .A\� ��' ,��I �STORM DRAIN IS EXTENDED TO PROPOSED SUMP. BACKFILL SUMP PER SOILS REPORT RECOMMENDATIONS. OLJ i / A TYPICAL SECTION �. NOT TO SCALE 7 47.s� �°' � PHASE 6 � �� o \ fin\ 1 � � v � �\ �� ,,�, i;��% %% F. ,,p X01 ,a „ ° F Q, NOTE C cli ✓ L ----- = _.�-= _____�____��' -- y\ � \\y ; \ �`' , \---=rte' %' "� � ' �F, �. ti \ CONTRACTOR SHALL USE EXTREME CAUTION WHEN, PHASE 7 I I �� G \ \ r' \ �� G �, - F, GRADING AROUND EXISTING 34°' HIGH PRESSURE GAS / i i / l- `- ' G�� MAIN. CONTRACTOR SHALL CONTACT PACIFIC GAS & ELECTRIC COMPANY PRIOR TO START OF CONSTRUCTION. Q w Iii ��ll 1a o� 0 I °7 oo�c° PHASE6 L+ f� X04°°F° °o c ' � O ' y lr✓ h' S7 . I o- L�C� \ r� r i 4 \� �. ' y -- -- -- -- ---------- --- --- - --- - --- ----- _� --- __= _ -____-__ - ----- - __�_� ------ �� ,, _-_ �� FG . -------------- ----- _---- ---- ------ x_57.7 --- ___-____-==____- _�--_______ \ G may/----------- _ / / ------------- ------------------ - --�-- ------ --T - - - _--------=, ----- -- PHASE �y _- - __ --- - - mmum- ��' �� 6� `�' W -----_--------- , ®� ��° ,� �;~� �� '�� -PHASE c M F �� `� `` ``00-\`\ s'°� °"c FG i �'^ FG I 11 so' \ i z FG ____ F 10' 20' ` 20' 10' o \ REGRADE EXISTING \ � �9 \\0 1 BENCH IF NECESSARYclj C5 LJ UJI �I i ` o \ �• o \ \ 11 i y\3 \ x w^ � S�� \\\ LEGEND W' mi U) 1� �z 5' S°S \W �� `L� y �' DESIGN ELEVATION i i C C� \ w M W �°`c, / `�,�- _ / \`\� ./ w - w -' NON HABITABLE BUILDING SETBACK o m `� F ��---350. -52.-4 w -' NON HABITABLE BUILDING SETBACK �� \ ®Q ¢ 0.20% ® 0 2 a \ FROM q OF GAS PIPELINE TO FLOWLINE GRADE m < FROM q OF GAS PIPELINE ( " \ c \ (TO BE NOTED ON FINAL MAP) m w -- — — LIMITS OF PAD PREPARATION (T0 BE NOTED ON FINAL MAP) ( i i I \ R� S `� S i i O `1 \`tK � o ;�� Q h��0 `v / �� 351.0--� ® STORM DRAIN MANHOLE o ca411 _ - ®®- - - - _ _ - ® -. _.._ - � � _. - ®®,._ - . v `� I - _..... - - STORM DRAIN CATCH BASIN — "' - - `T - - r ®_ \ — - — - �� ' Q / l I/ ' — _ �� \ \ z — » tt d C] 0900. I\ C5i p"� o �/\� ��f� \ 1��2i'o� �'' j5 ��G EXISTING STORM DRAIN MAIN r'' o \° ® �., \ \.\ -_� SEE NOTE C N �• PROPOSED STORM DRAIN MAIN T _ _ _ _= = _ _ _cc) _ — ` — — —4TT _ m ®-= z �� / s, _ — TIT_F p °k —350.o EXISTING GROUND CONTOUR -- w rr m �� "$`� ro o \ °� 029 - w O °l g`O g�o� ;'� 50.16 EXISTING 34" HIGH o� 0.35% w o �� 00 q O ��. ��' \ \ \ \h`�' /� ' ixg ao fig. W oo Noo G �. HP FG �� - FC' 1� fig' fig' o o D ' �, z �, �, ��. ¢ z w? 4 �c" FL- \\G �o� i PROPOSED RIGHT-OF-WAY F� PRESSURE GAS MAIN 4� a z� k°� F`',, 4°' F \ `� ' I S '''Lo - S--�\GA'S �S —� AS cSa S ® -------SAS g S ---� f—E�'AS .y`5 oo EXISTING 34" HIGH \ ,�� - vi PROPOSED CENTERLINE �, o °� ' !COURT �, c� ooo- AE URY �� o.3s% oa ��`�� U�' �� ' F \ �°' I `�.o 4 00 ti 0.29% m PRESSURE GAS MAIN J� ' 5y� EXISTING ELEVATION -- N \ - — — — _ - — b o � O, � ,eco � � , � PHASE/BOUNDARY LINE �. - — — _ ( _ �, _ _ — — - ®— y i s i1 b / G 1i 4 0 \7 1 cv 5p G P O CONCRETE MONUMENT (SEE STREET PLANS) cq cl;i os SEE NOTE „C�, ��' '�°c - ' I --- _ �a � ®e — ®_..... r .._. — '�� ``'`. , �p hog ��°;� � �, °�, �°c, �� ..• � '�.c � • o. a, — � o _� __-�-- - -� - ! ��y� �1 FO II NON HABITABLE BUILDING SETBACK \ \ NON HABITABLE BUILDING SETBACK-' "'- �° �' '0G Q` FROM q OF GAS PIPELINE P` ! x " z FROM OF GAS PIPELINE , F,G�O� G r /'� F cj i TO BE NOTED ON FINAL MAP `I ��° \�� 5�y `'� y ��y i'' ��y� ( ) I �° �, (TO BE NOTED ON FINAL MAP) v !� / w �" w / ' I F / O �\ �� B NJ -O 5� 0° /� VJ� I I ® �o Ld y w � � V°' G w �� 100 rl r-4 p 00 o i I / p' m 0, / -350 �G o I _ / S' l 2 FG 51.2 351.5 'T.� rr V0°� l �� NOTE A R o '/ V s r r.� ,ter ,� q° / �" \ \\\� \ ' / /'' °��` TEMPORARY SUMP SHALL NOT BE BACKFILLED UNTIL �� ) z v� �� v��« .A\� ��' ,��I �STORM DRAIN IS EXTENDED TO PROPOSED SUMP. BACKFILL SUMP PER SOILS REPORT RECOMMENDATIONS. OLJ i / A TYPICAL SECTION �. NOT TO SCALE 7 47.s� �°' � PHASE 6 � �� o \ fin\ 1 � � v � �\ �� ,,�, i;��% %% F. ,,p X01 ,a „ ° F Q, NOTE C cli ✓ L ----- = _.�-= _____�____��' -- y\ � \\y ; \ �`' , \---=rte' %' "� � ' �F, �. ti \ CONTRACTOR SHALL USE EXTREME CAUTION WHEN, PHASE 7 I I �� G \ \ r' \ �� G �, - F, GRADING AROUND EXISTING 34°' HIGH PRESSURE GAS / i i / l- `- ' G�� MAIN. CONTRACTOR SHALL CONTACT PACIFIC GAS & ELECTRIC COMPANY PRIOR TO START OF CONSTRUCTION. Q w Iii ��ll 0 ¢ °7 0 uj W w � W x �'^ J m Q Izt1 W w w 0 O u- U- 10' 20' ` 20' 10' o \ REGRADE EXISTING \ � �9 \\0 1 BENCH IF NECESSARYclj C5 LJ UJI �I i ` o \ �• o \ \ 11 i y\3 \ x w^ � S�� \\\ LEGEND W' mi U) 1� �z 5' S°S \W �� `L� y �' DESIGN ELEVATION i i C C� \ w M W �°`c, / `�,�- _ / \`\� ./ w - w -' NON HABITABLE BUILDING SETBACK o m `� F ��---350. -52.-4 w -' NON HABITABLE BUILDING SETBACK �� \ ®Q ¢ 0.20% ® 0 2 a \ FROM q OF GAS PIPELINE TO FLOWLINE GRADE m < FROM q OF GAS PIPELINE ( " \ c \ (TO BE NOTED ON FINAL MAP) m w -- — — LIMITS OF PAD PREPARATION (T0 BE NOTED ON FINAL MAP) ( i i I \ R� S `� S i i O `1 \`tK � o ;�� Q h��0 `v / �� 351.0--� ® STORM DRAIN MANHOLE o ca411 _ - ®®- - - - _ _ - ® -. _.._ - � � _. - ®®,._ - . v `� I - _..... - - STORM DRAIN CATCH BASIN — "' - - `T - - r ®_ \ — - — - �� ' Q / l I/ ' — _ �� \ \ z — » tt d C] 0900. I\ C5i p"� o �/\� ��f� \ 1��2i'o� �'' j5 ��G EXISTING STORM DRAIN MAIN r'' o \° ® �., \ \.\ -_� SEE NOTE C N �• PROPOSED STORM DRAIN MAIN T _ _ _ _= = _ _ _cc) _ — ` — — —4TT _ m ®-= z �� / s, _ — TIT_F p °k —350.o EXISTING GROUND CONTOUR -- w rr m �� "$`� ro o \ °� 029 - w O °l g`O g�o� ;'� 50.16 EXISTING 34" HIGH o� 0.35% w o �� 00 q O ��. ��' \ \ \ \h`�' /� ' ixg ao fig. W oo Noo G �. HP FG �� - FC' 1� fig' fig' o o D ' �, z �, �, ��. ¢ z w? 4 �c" FL- \\G �o� i PROPOSED RIGHT-OF-WAY F� PRESSURE GAS MAIN 4� a z� k°� F`',, 4°' F \ `� ' I S '''Lo - S--�\GA'S �S —� AS cSa S ® -------SAS g S ---� f—E�'AS .y`5 oo EXISTING 34" HIGH \ ,�� - vi PROPOSED CENTERLINE �, o °� ' !COURT �, c� ooo- AE URY �� o.3s% oa ��`�� U�' �� ' F \ �°' I `�.o 4 00 ti 0.29% m PRESSURE GAS MAIN J� ' 5y� EXISTING ELEVATION -- N \ - — — — _ - — b o � O, � ,eco � � , � PHASE/BOUNDARY LINE �. - — — _ ( _ �, _ _ — — - ®— y i s i1 b / G 1i 4 0 \7 1 cv 5p G P O CONCRETE MONUMENT (SEE STREET PLANS) cq cl;i os SEE NOTE „C�, ��' '�°c - ' I --- _ �a � ®e — ®_..... r .._. — '�� ``'`. , �p hog ��°;� � �, °�, �°c, �� ..• � '�.c � • o. a, — � o _� __-�-- - -� - ! ��y� �1 FO II NON HABITABLE BUILDING SETBACK \ \ NON HABITABLE BUILDING SETBACK-' "'- �° �' '0G Q` FROM q OF GAS PIPELINE P` ! x " z FROM OF GAS PIPELINE , F,G�O� G r /'� F cj i TO BE NOTED ON FINAL MAP `I ��° \�� 5�y `'� y ��y i'' ��y� ( ) I �° �, (TO BE NOTED ON FINAL MAP) v !� / w �" w / ' I F / O �\ �� B NJ -O 5� 0° /� VJ� I I ® �o Ld y w � � V°' G w �� 100 rl r-4 p 00 o i I / p' m 0, / -350 �G o I _ / S' l 2 FG 51.2 351.5 'T.� rr V0°� l �� NOTE A R o '/ V s r r.� ,ter ,� q° / �" \ \\\� \ ' / /'' °��` TEMPORARY SUMP SHALL NOT BE BACKFILLED UNTIL �� ) z v� �� v��« .A\� ��' ,��I �STORM DRAIN IS EXTENDED TO PROPOSED SUMP. BACKFILL SUMP PER SOILS REPORT RECOMMENDATIONS. OLJ i / A TYPICAL SECTION �. NOT TO SCALE 7 47.s� �°' � PHASE 6 � �� o \ fin\ 1 � � v � �\ �� ,,�, i;��% %% F. ,,p X01 ,a „ ° F Q, NOTE C cli ✓ L ----- = _.�-= _____�____��' -- y\ � \\y ; \ �`' , \---=rte' %' "� � ' �F, �. ti \ CONTRACTOR SHALL USE EXTREME CAUTION WHEN, PHASE 7 I I �� G \ \ r' \ �� G �, - F, GRADING AROUND EXISTING 34°' HIGH PRESSURE GAS / i i / l- `- ' G�� MAIN. CONTRACTOR SHALL CONTACT PACIFIC GAS & ELECTRIC COMPANY PRIOR TO START OF CONSTRUCTION. Q w z 0 uj o I i FGA '� 51FG Q�0 �, ° NOTE D» o DATE 07/10/2020 BACKFILL EXISTING TAILWATER BASIN PER SOILS REPORT; F'A JOB No. 3142 RECOMMENDATIONS. � LEGEND sc,a.L_E: 1 "= a -o' SHEET E �� ' `,� " ' THIS AREA WAS INCLUDED IN PHASE 3 GRADING PERMIT. CONTRACTOR o 20 40 so 0 / 50.2 , /�1F� % �G SHALL VERIFY THAT PADS WERE OVER—EXCAVATED, COMPACTED AND �� ,'' y / 5 y • • • • GRADED TO THE APPROVED ELEVATIONS AS PER PHASE 3 GRADING PLAN. SEE SHEET 5'�'� , ''�°� \ SOILS ENGINEER SHALL PROVIDE COMPACTION TESTS AS PER SOILS REPORT RECOMMENDATIONS. COB RECORDS No. OF 7 SHEETS SEE SHEET 4 L0 Z > I (L_ h �,04c� oo �c� �o �c� o® 1 1 (� FIC5 _j w0l) Lul— i:11 o i "c°� � "D , ? .� FG _ PHASE' 1 �� --- ----- ` ---------- �� -- ------------- ------------ 7\ ------------ ---�--- _______--------------- F _ % \Y� --�- -----'-- ----- ------------- - �T--- --- ----------- - -- - ��, tiG PHASE 7 � � 160' \ 1 F ! / 10' 201' 20' 10' '� w z % 3S� w a _ LTLV�mu! CL r�LJ \.UJI W J II `i - \\ ! ! d NON HABITABLE BUILDING SETBACK o m o� \ 0 0 NON HABITABLE BUILDING SETBACK \ ! o o ¢ `\ Un 0 o FROM � OF GAS PIPELINE ! < FROM q OF GAS PIPELINE S6 ct i ( 0 \ \ _ w (TO BE NOTED ON FINAL MAP) ��\ I 1 M Z (TO BE NOTED ON FINAL MAP) ^ —_ •_� ! � --� _ ®._� �. .—._._.. e..� ®�_ ,—...._. ® �� d - z \ ph NOTE: DO NOT BORROW SOIL WITHIN 50 i ' P a p h `\ oCD o ® ��10 ` _- WIDE PG&E GAS MAIN EASEMENT. 0'35/ --- - \-fir � .•\ �Q,o %, ` o M"•Z � �i - !— - EXISTING 34' HIG q,• \ �, w /x", `? ,,, 0.35 o,`L � 0.35 ��` `� oz z -,� ® o EXISTING 34 HIGH q,• , 0.291v, �,, \� PRESSURE GAS MAI ti 4`�ti� a�� PRESSURE GAS MA►N� �� 4`' 4 ` 4 ti Iw \ N r- fAS �S --OAS CV to �_ S tl) 1. W U S — AS — GAS -ASS -- �n -&AS— w ci Q 19•AS --AS 1 A 0 I °'� a o 0�� o z h d o o htK ` '�. �� g°c�v ��„"F� �OU R T 4 �, °` F 0.29% \, �� ., CANTERBURY �,, F 0.367 0.36 ,io a ! , h vi I ui O N SO ,> >, —� N \\ ! \ N �s SEE NOTE C — — — — — — — ------------------^® ! ! '�� -�-NON 05 \ �O� •�� FC, �CG , o QG � NON HABITABLE BUILDING SETBACK F I I NON HABITABLE BUILDING SETBACK ! i a-•••_ ____ S' FROM OF GAS PIPELINE II / ' J f x �ti �� _ x I Ld C �5°' 5�,., FROM � OF GAS PIPELINE (TO BE NOTED ON FINAL MAP) j I / u ��° (TO BE NOTED ON FINAL MAP)Ldl Ll F II % �� Ld 0< iI �. a I M/ 00 r" FG 2 1 S o I i qQ- T �- /.............. C9 \V %' \ '�' C� 4762 �� G PHASE fi � �tJ A i a> k CLL F1 // G 0 � S2 ,'' ,' I / PH ASE %- /!\ r CD C,7 �, _' � -' - -' --- p _ 00, ZIE: J__ � Ln �i (L_ D rF "5 y- i vyv -bob- ca c9 ,,� 47.31 / /idjj OIrF ri °L� �G �' 2�AQ3 / \\ V-lL tl 11 / � s FC 9¢ \\\ / � \ (' 'd• / `d,, � 00 �� I moi' � /\��' 00 60 SEE AREA DETAIL �Lo `� \v v 46 $ qyD \ \ \ t% ry / d ® $4 F• G ��F4�k6o / / ,.-\\\ / ��G,�©r\ ��\�,GG`�`�Q\• �� cdfir .,� FL4 �88 � OF, / �� AVO' / � "/�,k.��o'�- o / tco 69 \\\ 'mac' / , P•: / � d / i�� ,,,✓ F04 vv dd o d COC., �, NOTE C c oti5 CONTRACTOR SHALL USE EXTREME CAUTION WHEN GRADING AROUND EXISTING 34 HIGH PRESSURE GAS MAIN. CONTRACTOR SHALL CONTACT PACIFIC GAS & ELECTRIC COMPANY PRIOR TO START OF CONSTRUCTION. d d /C . O j 410 vG O V. i rb Q�Pc4l GO Dl �° ON � / GSL 5 "6 FG V DESIGN ELEVATION 0.20% FLOWLINE GRADE --- ---- ---- LIMITS OF PAD PREPARATION ® STORM DRAIN MANHOLE OCJ~'QZOZ Lu u)0>�� STORM DRAIN CATCH BASIN zww OzOQ=cU7� EXISTING STORM DRAIN MAIN zww PROPOSED STORM DRAIN MAIN — 350.0 EXISTING GROUND CONTOUR - - — PROPOSED RIGHT -OF --WAY - PROPOSED CENTERLINE 5c� y�a�0 EXISTING ELEVATION gwoC� VOUQZU 05 TO wx0000IL PHASE/BOUNDARY UNE O CONCRETE MONUMENT (SEE STREET PLANS) U w® md(0 -w0 � -OattZ w C) cwi>m�ZtW-i� t-r� M OCJ~'QZOZ Lu u)0>�� Oi tt) tB o zww OzOQ=cU7� E r zww ®ry ii n Lu Eau, ¢� U 8) Zw � r+ (J r _ � C, aGt--��o 5 00 tJ? 9< gwoC� VOUQZU 05 TO wx0000IL C6 w >®�ZF 0 �: m C'4 SQWpUI-wZZLL 0i -- m O cn 0 0 W oo�¢��c�z�=� O ZalouiOZ> O - -� 1.,. w w t OO ¢woQW�6oUa N z® z O W>S¢ Z co LLJZ W r �° o° �vLZ<ZO r t9 U Z U W= Q U O W C) 5ZEm _mwzz_ w U- > U O w a C� Ctrl r U)w� 0Z0Ln W Lu cU'-�agiw�auCr z<: o � ZG1SUtn Wi W W on � Jom ®ZF0wdCn w >> W OmU) 0=)Zz�w Q�� w -J!5-= 0.> m w p 0 co 0 O U) -2 0 N ti r 0 I a U) w O Q u� n w N L!J u• O w w z CL Z w w p U cn > w !- W w 0 w ga U) Z O u� w DATE 07/10/2020 -l` H PA JOB No. 314.2 SCALE: 1 "==4-O' SHEET 0 20 40 80 2 a E c" M COB RECORDS No. OF 7 SHEETS \ U) W 0.20% FLOWLINE GRADE - -- LIMITS OF PAD PREPARATION ® ZZ > STORM DRAIN CATCH BASIN �c=nxw�0� O zUww� PROPOSED STORM DRAIN MAIN w=OWywc�i�v" �" •� m EXISTING GROUND CONTOUR - 350.0 0f -Lu - I Wxzm EXISTING ELEVATION Z�O�U>rZp? w I uiw�wwZomZo PHASE/BOUNDARY LINE O CONCRETE MONUMENT (SEE STREET PLANS) ww>->pc?Zxcn� pwzw��w=ww 2 � w N c"f�ozw600m p UJ WI a) co I ZMOW WOcn0 Z a) �Ep�wcn�Oz> 2, T,woi`=oma I w E-- 4 w i-- cn = p a" owwwu�ozQ +� M tJJ �- Q I n�w`� o 8 n __j z w <:E6T"wwp,® 2 7 n .� Z p = U w = _ O a w w= w p m w wapaz�cNtm Dco Ory W d� O� w U d> m ==-R=0!awz= L I W > HINGE O ___I_ FRONT SLOPE w (/] _W Q x REAR SLOPE 45; 1% IN tiA 1% MIN REAR SWALE o� REAR SLOPE ry/2 - - - - --�----- /I z zoo I� ✓i = LQ OQ W IZ > w Yzm I m Q mo W I- I w o ®bi -10 I > I F- LLI ,z o A. W N i IEL 0 I� HINGE o o 0 _ cn _ _ � _-__..__ - -- < Z I� Q w FRONT SLOPE w J w L n PROPOSED BLOCK WALL BY SEPARATE PLANS II LOT "B" i I PHASE 7 C.O.B. WATER TANK SITE I I LOT 23 2.5' BENCH FINISHED PAD FINISHED GRADE �/r TYPICAL SECTION NOT TO SCALE Im=1'•'S ul U DESIGN ELEVATION 0.20% FLOWLINE GRADE - -- LIMITS OF PAD PREPARATION ® STORM DRAIN MANHOLE mcn� STORM DRAIN CATCH BASIN �c=nxw�0� EXISTING STORM DRAIN MAIN zUww� PROPOSED STORM DRAIN MAIN w=OWywc�i�v" �" •� m EXISTING GROUND CONTOUR - 350.0 _ - - PROPOSED RIGHT-OF-WAY - PROPOSED CENTERLINE 0 EXISTING ELEVATION Z�O�U>rZp? w ,t= 06 uiw�wwZomZo PHASE/BOUNDARY LINE O CONCRETE MONUMENT (SEE STREET PLANS) U w u w u U W, w a W mw�ww cn¢F o Op�iy O[i M co mcn� co sp to �c=nxw�0� zUww� _ w=OWywc�i�v" �" •� m w LLi (� zt-UF'cn�OLue"�t- � �d40o �zwz =5 ti iD o0lofFa��-t=-® U) a)- >° Z�O�U>rZp? w ,t= 06 uiw�wwZomZo � LL W d'Q®W Tw ww>->pc?Zxcn� pwzw��w=ww 2 � w N c"f�ozw600m p UJ WI a) co oo§a3�pzc,� Z a) �Ep�wcn�Oz> 2, T,woi`=oma �' [\•, z fA t°V w E-- 4 w i-- cn = p a" owwwu�ozQ +� M tJJ �- oa®aw�w®oww O cu CD 0 2TOw=a'¢ow w2��zw-0 o 8 LL 2�cwn>00w2fl-iW2o %a�= Qwww z 9�6>-6Oa-gFF <:E6T"wwp,® 2 U S f Q U> 0, =Dz¢40p .� Z p = U w = _ O a w w= w p m w wapaz�cNtm Dco p}cwjj._OWOWRW d� O� w U d> m ==-R=0!awz= L i_- _pal-0a0C<2 PARKWAY SLOPE PARKWAY SLOPE SIDEWALK SIDEWALK FG V) U) CURB & GUTTER Li CURB & GUTTER ' Fy > / \ STREET CENTERLINE STREET CEN-I'ERLINE - NOTE: TO BE FINE - NOTE: SWALES TO BE GRADED BY BUILDING GRADED BY BUILDING CONTRACTOR AT THE CONTRACTOR AT THE TIME OF HOUSE TIME OF HOUSE CONSTRUCTION. CONSTRUCTION. ,-'',''�,�' f `�P -FH A TYPICAL LOT - ROUGH GRADING TYPICAL LCT - FINISH GRADINscp,L_C7-a 1 = �o NOT TO SCALE NOT TO SCALE LO 17 cn II FCl S ' ' I �� \\� 5 VG i- � W V G� 347.60 1 ��1 1 G 11 / `� < p j 348.38 \ ^� ®d';� II tP \ II NG \\\ \ �� J> r �'%A. 05 goy VG WNG 00 1916F 00 LL to LJJ 3: it C`4� � �2 ' I ; x w ' � r 22 21 ° \ c t� aye ; W F �� } 2 3 �� I� \ c�?O� �,(��ANG 48.03 I ; a t� rp 14 1. /�� C7 F_ �1 II 1 b� , ® i I CL W rF l \� 9a i i - - v 5Q' 20 25LOT ' ;1000&,Nov&LmL C.O.B. WATER TANK SITE 18' 1 18, O , CD sEp �C9ci �sriiFO`,in ��FO C tK FUTURE BLOCK WALL c " cvcc) D _ __ _ _ -- __ _ _ _- __ _ __ _�. __ ______ __ _ i , _ui 17111 111 NI ELI= 1 0.25% _ �'\y 0 25% X1`1 �q,• �4> o 4 D F t,K 2� h O - woUj UL �\. o - - - -- - Ch LANE = - - _ so T - BROO LIE o N F� 4 O 1 y`°�, o �'� �" \. �1. �. 01' F~ 0.28% �1' 4 �4ti N ��,�`c�\. ��Fv o°'° Fti ��'" k'' ��" `� 0.28% ��" Fff 11 0.287. I I ® N I b N oL �0 - --tc C� ��n O� - �G DOS �°�O c C4�C� 0.35% 7 S� �q icy v ®. h0. h0 Wj O O x a'. CJ ��C� F� 4 4 �C� �� h� c0 X40 347.15 O \\ 7 � O O <c 347.NG 4 4 \ \ x NG w a w " w 0 > N co -- -- --- - w c p p rn i I 24 w i ---- ill 25 26 � 27 28 29 30 31 2 LLJ 33 34 35 �\, 36 37 0 N V) uj / I I 1ti � - - - - / I I 5t`3 - - i_ __o � � � - - - - - - - - ____ -- _ � � 348.21 � �� - 347.11 347.36 - MID-SECTION LINE 347.39 347.47 \\ NG /NG NG NG NG - - - - - 348 24 348.38 - 347.77_x� I I / -- _ - - ---- NG ANG L _- ® _ lb '°� h� O 347.96 �O C�®^�cG - CUJ------318 28 -h <c0 4j !t(Z'348.37:i1 --------- _ I �i I R� W )r__ i �ryC� `L C� h'` �A 92 `'��\'�c0 347.81 O �c0 F 4 --- N� NG i �NG /� 346.91 �C? - ^ 4 347.04 �C -11( _ NG NG -- -- - -- -= _--------- ---------- -= -------------_--_ ----= =-- ''---- --_-- ----------- - - = Q PHASE 7 �NG ANG -_ - ----- _-__ _--_--------- _-- -----------__---------------------- _ -- - ---------------- --- -- __ _\49�a ' - - - - - _- _- ------------------- -- -_ _ _-___ - _------_ --- _-.-- - - --- ^ 50.4 50.2 - 50:0 ,8-- 349. 4/ 49.6 -a ><- ----------- _ --=----------------------------------- - - -- -----.-Y-�--- i _ 49.3 50.5- - -- -- - - 5 .86 34 .83 _ " 49.0 49.4 49.6 ` 49.6 49.7 49.9 _� -- 50.1 a FG \FG 3 o FG \ 8 i \ 48.8 - �_ FG N FG' FG FG FG 51.3,- NG FG FG -FG - F FG FG r� --- - --- NGF w�c _ - - NG a -- U) w 0 '6 w Q N U- W a 0 w = z w w L w r a Li O LL CL a a A TYPICAL LOT - ROUGH GRADING TYPICAL LCT - FINISH GRADINscp,L_C7-a 1 = �o NOT TO SCALE NOT TO SCALE LO 17 cn II FCl S ' ' I �� \\� 5 VG i- � W V G� 347.60 1 ��1 1 G 11 / `� < p j 348.38 \ ^� ®d';� II tP \ II NG \\\ \ �� J> r �'%A. 05 goy VG WNG 00 1916F 00 LL to LJJ 3: it C`4� � �2 ' I ; x w ' � r 22 21 ° \ c t� aye ; W F �� } 2 3 �� I� \ c�?O� �,(��ANG 48.03 I ; a t� rp 14 1. /�� C7 F_ �1 II 1 b� , ® i I CL W rF l \� 9a i i - - v 5Q' 20 25LOT ' ;1000&,Nov&LmL C.O.B. WATER TANK SITE 18' 1 18, O , CD sEp �C9ci �sriiFO`,in ��FO C tK FUTURE BLOCK WALL c " cvcc) D _ __ _ _ -- __ _ _ _- __ _ __ _�. __ ______ __ _ i , _ui 17111 111 NI ELI= 1 0.25% _ �'\y 0 25% X1`1 �q,• �4> o 4 D F t,K 2� h O - woUj UL �\. o - - - -- - Ch LANE = - - _ so T - BROO LIE o N F� 4 O 1 y`°�, o �'� �" \. �1. �. 01' F~ 0.28% �1' 4 �4ti N ��,�`c�\. ��Fv o°'° Fti ��'" k'' ��" `� 0.28% ��" Fff 11 0.287. I I ® N I b N oL �0 - --tc C� ��n O� - �G DOS �°�O c C4�C� 0.35% 7 S� �q icy v ®. h0. h0 Wj O O x a'. CJ ��C� F� 4 4 �C� �� h� c0 X40 347.15 O \\ 7 � O O <c 347.NG 4 4 \ \ x NG w a w " w 0 > N co -- -- --- - w c p p rn i I 24 w i ---- ill 25 26 � 27 28 29 30 31 2 LLJ 33 34 35 �\, 36 37 0 N V) uj / I I 1ti � - - - - / I I 5t`3 - - i_ __o � � � - - - - - - - - ____ -- _ � � 348.21 � �� - 347.11 347.36 - MID-SECTION LINE 347.39 347.47 \\ NG /NG NG NG NG - - - - - 348 24 348.38 - 347.77_x� I I / -- _ - - ---- NG ANG L _- ® _ lb '°� h� O 347.96 �O C�®^�cG - CUJ------318 28 -h <c0 4j !t(Z'348.37:i1 --------- _ I �i I R� W )r__ i �ryC� `L C� h'` �A 92 `'��\'�c0 347.81 O �c0 F 4 --- N� NG i �NG /� 346.91 �C? - ^ 4 347.04 �C -11( _ NG NG -- -- - -- -= _--------- ---------- -= -------------_--_ ----= =-- ''---- --_-- ----------- - - = Q PHASE 7 �NG ANG -_ - ----- _-__ _--_--------- _-- -----------__---------------------- _ -- - ---------------- --- -- __ _\49�a ' - - - - - _- _- ------------------- -- -_ _ _-___ - _------_ --- _-.-- - - --- ^ 50.4 50.2 - 50:0 ,8-- 349. 4/ 49.6 -a ><- ----------- _ --=----------------------------------- - - -- -----.-Y-�--- i _ 49.3 50.5- - -- -- - - 5 .86 34 .83 _ " 49.0 49.4 49.6 ` 49.6 49.7 49.9 _� -- 50.1 a FG \FG 3 o FG \ 8 i \ 48.8 - �_ FG N FG' FG FG FG 51.3,- NG FG FG -FG - F FG FG r� --- - --- NGF w�c _ - - NG a -- U) z 0 w - ----- �- - - -- --- 27 `� - -- -----------------_- -_ -348_98 ------ --- ----- ---------_-...._ 349. `� \...35080/ . 07� 347.77 347.87 348.30 NG EXISTING CHAIN-LINK FENCE (PROTECT IN PLAC NG NG NG - NG NG ----- _-- = rig_ EXISTING CHAIN-LINK FENCE (PROTECT IN PLACE) 349.NN------ -- --- NG r___A - r Nc0.24 ®ATE i0/20ZO KERN COUNTY MATER AGENCY (CROSS --VALLEY CANAL) 35,.N8/ ANG � PA JOS N®. 3142 SHEET E > 0 a 1,)--) 30 f h G4- 1 COB RECORDS No. OF 7 SHEETS ST R� R R/W CA R/w SEE FOR TYPICAL SIDE w w CL 2s' 6' 7 z� KERN COUNTY WATER AGENCY z o z w M NOTE: THESE IMPROVEMENTS WERE CONSTRUCTED PER TRACT 7317 - STOCKDALE 2 i _ YARD (TYP) �! (CROSS VALLEY CANAL) ! w ; w o z w w RANCH DRIVE CONSTRUCTION PHASE B STREET PLANS PR PARED BY PORTER & + -# -- - - �' 00 w w q'- o co try ASSOCIATES INC. APPROVED 1-15-2019 ! ! o+ OR ¢ ¢ o ~ z u o o "� 8' 18' - 18' 8' DISTANCE MAY BE REDUCED TO z INSTALL 6' HIGH CHAIN-LINK FENCE M U) m w Z o > m t= 6 FINISH PAD I 1' IF "H" IS LESS THAN ONE WESTSIDE PARKWAY , 45' RIGHT-OF-WAY 13' LANDSCAPE PROPOSED BLOCK WALL FINISH PAD 2. o x PER C.O.B. STD. DWG. D-12 OR o z vi v S7 O LOT (BY SEPARATE PLANS) -%\�� 19{� 2' TYP. 2' TYP. I ��`P� FOOT VERTICAL + ALIGNMENT m BLOCK WALL BY SEPARATE PERMIT W _ n z_ m p r: FL ! `� `\ `' ®� AX *1 2% F_ +'%�,`\� i\\ I 2 *1.33' BENCH AT KERN COUNTY w x w s o = = w v s >' `'� 34' 11' ,1, ,`1,� �- *1.5% 3.4% 5q,_3 4q = ,`� % -, (SEE PLAN VIEW) c� t- I- <n s� � t� �! ` `-�� '�\\ '= I WATER AGENCY. 2' BENCH AT SUMP LOT Q' z z o o,o„ U T` a g z y -I_\ �, I FINISH PAD WESTSIDE PARKWAY ALIGNMENT. a X oc a o o o w �2 w o --1- w CO w SEE C.O.B. STD. DWG. ST -14 TOS '' �� r\. �- I s - 12' MULTI -USE cy �� 6" TYPE 'B CURB & GUTTER 1 `/ / ! z U o z " %� a ST -168 FOR SLOPE PARAMETERS ROUGH GRADE LINE 2 BELOW FLOWLINE GRADE 2' //�//` / = x Q a o LL � 0 Z >- w 4= FINISHED PAD / w w w m o TRAIL _FINISH PAD ) W/ 4.5' WIDE SIDEWALK \°�� i w W o 10 0 a z v tin 1 '\\��%\ f i is//• i 2' BENCH* �ZooNozo�a ' NATURAL GROUND - w w > > p c? z w � of !` (FOR GRADING PURPOSES ONLY) ````�°�� „ z w o o 52 RIGHT-OF-WAY ,-� ;� , / / / / ��_®� �o '= '//%r �T t/%� i r r r i v ®w�w��wl--cno a° t�J 7\\\ TYPICAL LOCAL STREET SECTIONTYICQ L oSCALE SCTION NATURAL GROUND��\ ��/�\��\/\~�\��, d W Q06 NOT TO SCALE ji`,`/�%�%/`% t� .e/ ��/4.1 \ 2• z�ow waoo0 �\ �'Ll �acF�4cwi��'�z0� t�� STOCKDALE RANCH DRIVE / �'Lij *= SOUTHERLY 20' EASEMENT AREA WILL BE w Q H TYPICAL' SECTION ///// zo d z a � W w ov ¢ w a co (EXISTING PER PM 12232 PLANS) DEEDED TO KERN COUNTY WATER AGENCY BY off 7 NOT TO SCALE \ %�\/ v = o W ax-- z w ¢ o � NOT TO SCALE I� 20'* - I SEPARATE INSTRUMENT (PER CONDITIONS OF !o \//\ j SU BOTTOM " r z W z o w 5 0o p >- > APPROVAL NO. 114) PROPOSED BLOCK WALL m 10' w '� //\� O` , w ¢ w v a z EX. CHAIN-LINK FENCE I� �! SEE NATE "A" �I ~o z//\/��//, can w 0 ¢ r¢ v v z a o `- R/W C/L R/W (PROTECT IN PLACE) �J +� z! W (BY SEPARATE PLANS) CL im_ = + _ co WEST SIDE PARKWAY !' ' ¢ _j w w n 35' 35' �3' LANDSCAPE x10 o z w Q w I •- _ ¢ > J r- EASEMENT m m to a ( �. z o m 9!2 w x LL w x�z o TRACT 7317 0 = z NOTE: A 10' WIDE TEMPORARY EASEMENT ; ! ¢ zl-•s>o�oN + �--10'- 25' 25' - 10 3 0 1 � w FOR FUTURE WALL CONSTRUCTION SHALL Z I !- w� oR�rW W z m CROSS VALLEY CANAL !- a+ o LD ! ! z ( ) x o Q BE DEDICATED ON FINAL MAP (PER I w < o o z > co m ¢ � KERN COUNTY WATER "!`' �! CONDITIONS OF APPROVAL NO. 4.5) I o m w o z w n _ FINISH PAD a - o mwo0z�odm 20' 10' WIDE MEDIAN 20' o AGENCY %r �7'��'�;' 15' MAX o Q I SUMP LOT PHASE 7 1 x 2 I\- \\x z �'O \'�i� N PROPOSED BLOCK WALL LOT 24 = w N� z 0 qa w >- D + I ! I! BENCH+ �� °¢ z w BY SEPARATE PERMIT r- o n r v o FINISH PAD ! -"I �2' TYP. 2' TYP. I�- ! x1l + '/ � � ` , I FINISH PAD _10%Of ( ME 2' \\ \ NATURAL GROUND � ° I%; ",-PROPOSED BLOCK WALL 2' I FINISH PAD (BY SEPARATE PLANS) \/� \/ * _ _ _ _FINISHI PAD x z . \ \ \ \ \\ SEE C.0.6. STD. DWG. ST -14 TOJ „ _ ST -16B FOR SLOPE PARAMETERS ROUGH GRADE LINE (2 BELOW FLOWLINE GRADE) 6' TYPE 'B CURB & GUTTER EXISTING ��'�\ %_T 12 \�f\f W/ 4.5' WIDE SIDEWALK E MATCH EXISTING` ) `,� \ i\e \ (FOR GRADING PURPOSES ONLY) TYPICAL SECTION ��\�z wee - �''' ACCESS ROAD W e NATURAL GROUND f ' w ice_ /// // a NOT TO SCALE - i t \ 1=% `z 7o RIGHT-OF-WAY ! \� 1��' - TYPICAL LOCAL STREET SECTION ,f��/�` NOT TO SCALE G TYPICAL SECTION y\ g�i,°f w a. NOT TO SCALE \� \� , \,, \, .\�,``'/ _ / � cn m �P� \/j\fljffiffiffif/\/i\/ w R/WC/L R/W SEE 7 FOR TYPICAL SIDE 2' I 3' 5' TYPICAL SECTION oQ \� NOT TO SCALE z z 30' 3o i _ YARD (TYP) < I I Imm * //i�`/ 7 W w ! -a --- w I- 20' I I- Z- w ,., v� FINISH PAD *= SOUTHERLY 20' EASEMENT AREA WILL BE �► v > j! 10'-- 20' 20' I. 10' - + i o -��1 ;\�'%%;`\= EX. CHAIN-LINK FENCE �� DEEDED TO KERN COUNTY WATER AGENCY BY R Ll1 p U FINISH PAD i ! �d`p�!� \%1 -'`yl i \�'�, i \ ' (PROTECT IN PLACE) o Q SEPARATE INSTRUMENT (PER CONDITIONS OF 120'* I 0' FINISH PAD 2. 9 I _ �� _ q I ti�� -�- I m X10 +Z 4 z! *= SOUTHERLY 20' EASEMENT AREA WILL BE i �! + �q 2' TYP. 2' TYP. �i , d k' y r x10 � o! APPROVAL NO. 114) EX. CHAIN-LINK FENCE 2% !,r ,e` I MP J\`\- m m �Q c DEEDED TO KERN COUNTY WATER AGENCY BY ��-- _MAX *1.5;- (� AX� !`'_ I 2% �� ` PROTECT IN PLACE 10Q o *1 5%-3.4% 3 4q �- �! ``�- I o o ( ) y +� Q �! SEPARATE INSTRUMENT (PER CONDITIONS OF 1,11 -�'-- (�X'\�-`\`, z z l cr APPROVAL NO. 114 b I �\� \��- (CROSS VALLEY CANAL) !N o �! x m+ ) �-�-"i f�� 'w o Q 01 TRACT 7317 (��, Z o SEE C.O.B. STD. DWG. ST -14 TO ' "'' 6" TYPE °B° CURB &GUTTER ; i\\ �\ KERN COUNTY WATER _I a x z w ST -16B FOR SLOPE PARAMETERS ROUGH GRADE LINE (2 BELOW FLOWLINE GRADE) %i AGENCY (� `° w (CROSS VALLEY CANAL) I !� 0 � W/ 4.5' WIDE SIDEWALK _ _ o a_ TRACT 7317 Via° 6 TYPE "B" CURB &GUTTER x BENCH KERN COUNTY WATER x+w xI w (FOR GRADING PURPOSES ONLY) W/ 4.5' WIDE SIDEWALK I i ; AGENCY � U ® RIGHT-OF-WAY 6 FINISH PAD 1 NATURAL GROUND _ I 10%, , �j,\ r j;\��\j\�j,\\ + NATURAL ! �� TYPICAL LOCAL STREET SECTION TYPICAL SIDE YARD SLOPE DETAIL - _ `� ��/`//��s`f`/"' '�` -' /� x GROUND Cl --+ s" ��s� ;K;x�, _ _ _ _ FINISH_P_AD 938 NOT TO SCALE 7 NOT TO SCALE MATCH ,�° �� EXISTING ' -- K TYPICAL SECTION '"�� NOT TO SCALE L TYPICAL SECTION NOT TO SCALE -.0110 _ _ o LEGEND CONSTRUCTION NOTES (SUMP DETAIL ONLY nD 0.20% FLOWLINE GRADE S- DESIGN ELEVATION F11CONSTRUCT 6' CHAIN-LINK FENCE (NO SLATS OR CURBING) PER C.O.B. STD. DWG. D-12. C2}-�, `` o �� 0 CONSTRUCT 14' WIDE DOUBLE GATE PER C.O.B. STD. DWG. D-13. ®'''`�% CONSTRUCT D50 8" RIP -RAP �' , -- -- - LIMITS OF PAD PREPARATION ® STORM DRAIN MANHOLE ® CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. DWG. D-10. c STORM DRAIN CATCH BASIN PRIOR TO NOTICE OF COMPLETION OF EACH PHASE, THE STORM DRAIN SYSTEM, INCLUDING EXISTING STORM DRAIN MAIN THE SUMP, SHALL BE INSPECTED AND ANY PROPOSED STORM DRAIN MAIN DEBRIS FOUND DURING THE INSPECTION SHALL 1 0 �X`� BE REMOVED TO THE SATISFACTION OF WATER DEPARTMENT. ® EXISTING GROUND CONTOUR i� - `/ ( F I i �C� - 350.0 � �_� �-''`S<' ��• L7 OOKLINE ® PROPOSED RIGHT-OF-WAY �� Q RPE �RMi�// // I I LANE PROPOSED CENTERLINE Pit �� SEP -' ' ,5105 p0 `, / L54 D g�00K . 48� 3� �' R- D - -- - �l 11 / / / I \ WEST SIDE o�s�� EXISTING ELEVATION pR&OSE -, ___� 1 1 1 / / / I , ,- \ PARKWAY _ Mi PHASE/BOUNDARY LINE w ®� © CONCRETE MONUMENT (SEE STREET PLANS)LLJ �' / f' /I \ / / I < \ �a Q 'Lij 0 X10 Y 1 , 11 -~� '` ' �, / / ( I I m 4D �� 11 r i 346.59 -(J,_ _ _ _ I ' J NG \ / �� i �`` \ NATURALGROUNU -346.5 - ,- ` `'G •Y -'" '\ ' '' •' ' � Y 346.13 1 � 1 �-- '" '-- - --- -------- -- --- ------ _ 3 - ---- � ----- I cv---�--- I - _ o i o I I % m 2 1 r ``! c _ •� 1 1 1 11 FG X060 11 1\ 111 ®'_ � a / I I i p 1 1 if 0 1 SUMP DATA 11 1-----------1 CL BOTTOM OF BASIN=334.00 i � jl PHASE 7 it TOP OF BASIN=SEE PLAN HIGH WATER ELEVATION=342.00 I I 12' LOT 2 i VOLUME REQUIRED=3.50 AC. FT. 2:1 VOLUME PROVIDED= +-3�. Fes':- ., ) MAX I / ��- H SIDE SLOPES 2:1 MAX (U.N.O.) I i I 7 II 2:1 r 7 �0 346.13 ( I I 1 i 345.89 b� MAx ---- Imo' �' = I� NG-----------<� i 1 ii 25° It' 329.28' __ ______ _ _" ' SCALE: 1 2 ®' lX < 0 10 20 40 it F �\ / l I I I 1 I I I I I I I _,� _- /;,� � ( �`•• ,I ____-__-----------___________________ s?, � + O - 347.91' r� I 346.91 �4C� 346N6G \10 NG 346.22 NG -�L----- --------------------�-------y---------�i '--------- -------------------------- --- -------- ------------ ---------------------�-------- - --------'- ------------------------------------- - - - - -------- --- -------- YX FG o\\ � 1 - -`_ - - 346.5 - KERN COUNTY WATER AGENCY (CROSS --VALLEY CANAL) I 346.64 346. 4 . 347.09 NG NG NG NG r a CL0 z 73 O m ULJ Qb z U) s 25' ACCESS PROPOSED BLOCK WALL PHASE 7 BY SEPARATE PERMIT LOT 24 SUMP LOT 2' LJ FINISH PAD xz r ui ,7, 0 < 10 Qk TYPICAL SECTION r%000 LL NOT TO SCALE tumm 0 0 -01 c U) O N r2 O I N i 0 0 z 0 Ln w a DATE 07/10/2020 PA JOB No. 3142 c SHEET Q) E 0 0- E Pk COD RECORDS No. OF 7 SHEETS FOLLOWING ARE GENERAL NOTES, THE CONTRACTOR SHALL REVIEW ALL APPLICABLE CODES AND REGULATIONS AND IMPLEMENT CONSTRUCTION SITE MONITORING PROGRAM AS NECESSARY TO MEET REGULATIONS. 1. BEST MANAGEMENT PRACTICES (BMPs) CONTAINED HEREIN REFLECT MINIMUM REQUIREMENTS. ALTERNATE METHODS PROVIDING EQUAL OR GREATER PROTECTION MAY BE UTILIZED. FOR ADDITIONAL BMPs REFER TO CALIFORNIA STORMWATER BMP HANDBOOKS. 2. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN AND IMPLEMENTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT, THE STATE'S GENERAL PERMIT, AND LOCAL STORMWATER MANAGEMENT PROGRAMS. CONTRACTOR SHALL OBTAIN A COPY OF THESE PROGRAMS FOR HIS OWN USE. 3. THE CONTRACTOR MUST IMPLEMENT AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROL ON ALL DISTURBED AREAS PER THE BMP HANDBOOK. 4. NON–STORMWATER DISCHARGES SHALL BE PROHIBITED FROM ENTERING ANY STORM DRAIN SYSTEM AND THE EXISTING STREET. 5. NON–STORMWATER MANAGEMENT CONTROLS AND WASTE MANAGEMENT CONTROLS SHALL BE PROPERLY IMPLEMENTED AS NECESSARY TO COMPLY WITH ALL APPLICABLE CODES. 6. SEDIMENT CONTROL PRACTICES SHALL EFFECTIVELY PREVENT A NET INCREASE OF SEDIMENT LOAD IN STORMWATER DISCHARGE. 7. ALL CONTROL DEVICES SHALL BE INSPECTED FOR PROPER INSTALLATION PRIOR TO QUALIFYING RAIN EVENTS AS OUTLINED IN THE GENERAL ORDER. 8. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES. NECESSARY MATERIALS SHALL BE AVAILABLE ONSITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR DAMAGED EROSION CONTROL MEASURES OR SEDIMENT CONTROL MEASURES WHEN RAIN IS IMMINENT. 9. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, DESILTING BASINS AND OTHER DEVICES. ANY DEVICES AND SLOPE SURFACE PROTECTION DAMAGED DURING A RAINSTORM SHALL BE IMMEDIATELY REPAIRED. 10. POLLUTANTS SHALL BE REMOVED FROM STORMWATER DISCHARGES TO THE MAXIMUM EXTENT PRACTICABLE (MEP) THROUGH DESIGN AND IMPLEMENTATION OF THIS PLAN. 11. PORTABLE SANITARY FACILITIES SHALL BE LOCATED ON RELATIVELY LEVEL GROUND AWAY FROM TRAFFIC AREAS, DRAINAGE COURSES AND STORM DRAIN INLETS. 12. EMPLOYEES, SUBCONTRACTORS AND SUPPLIERS SHALL BE EDUCATED BY THE DEVELOPER OR HIS GENERAL CONTRACTOR ON ALL BEST MANAGEMENT PRACTICES (BMPs) INCLUDING CONCRETE WASTE STORAGE AND DISPOSAL PROCEDURES. 13. THE CONTRACTOR SHALL PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS PROJECT, PREVENTATIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO MITIGATE THE IMPACT OF DUST AND PM10 EMISSIONS ACCORDING TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT REGULATION VIII (8). THE CONTRACTOR SHALL OBTAIN A COPY OF THE REGULATION FOR HIS USE. DUST CONTROL EST MANAGEMENT PRACTICES: 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) AND PROVIDE WRITTEN NOTIFICATION TO THE SJVAPCD VIA FAX OR EMAIL WITHIN 10 DAYS PRIOR TO THE COMMENCEMENT OF EARTHMOVING ACTIVITIES (AFTER THE PLAN HAS BEEN APPROVED BY SJVAPCD). 2. THE CONTRACTOR SHALL PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS PROJECT. PREVENTATIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO MITIGATE THE IMPACT OF DUST AND PM10 EMISSIONS ACCORDING TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT REGULATION Vill (8). THE CONTRACTOR SHALL OBTAIN A COPY OF THE REGULATION FOR HIS USE. THESE MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. PRE–ACTIVITY: a) PRE–WATER SITE SUFFICIENT TO LIMIT VISIBLE DUST EMISSIONS (VDE) TO 20% OPACITY. PROJECT STATISTICS Lu I 'a 1. PROPERTY LOCATION: SOUTH SIDE OF STOCKDALE RANCH DRIVE HIGHWAY BETWEEN HEATH ROAD AND CHICHESTER COURT TRACT 7317 PHASES 6 & 7 IN THE CITY OF -------------- BAKERSFIELD COUNTY OF KERN STATE OF CALIFORNIA CN co SEC. 3 T.30S. R.26E. 2. LEGALLY RESPONSIBLE PERSON: GREG BALFANZ CALIFORNIA STORMWATER BMP HANDBOOK SUMMIT CAPITAL VENTURES INC. 8701 SWIGERT COURT BAKERSFIELD, CA 93311 (661) 589-0717 3. QUALIFIED SWPPP PRACTITIONER: (RESPONSIBLE FOR SWPPP IMPLEMENTATION) 0- U - 4. QUALIFIED SWPPP DEVELOPER: FRED W. PORTER 11 (RESPONSIBLE FOR SWPPP PORTER & ASSOCIATES. INC. PREPARATION) 1200 21st STREET m BAKERSFIELD, CA 93301 CONSIDERED (661) 327-0362_ 5. PROJECT TYPE: RESIDENTIAL DEVELOPMENT EARTHWORK 6. DISTURBED AREA: 51.66 GROSS ACRES 7. AVERAGE DAILY 3,900 CY (APPROXIMATELY) BASED ON 60 DAYS EARTHWORK THROUGHPUT: OF ROUGH GRADING APPROX. 1 000 CY AND THEREAFTER FOR FINE GRADING..UNDERGROUND ADDITIONAL BMP'S AS CONSTRUCTION. ETC. LOT LINE REMOVED UPO M– INSTALL FIBER ROLLS WHERE APPLICABLE. ❑ EC -9 EARTH DIKES AND DRAINAGE SWALES ® NS -10 VEHICLE AND EQUIPMENT MAINTENANCE BMP SE -5 AT BACK OF ® INSTALL CONCRETE WASHOUT PER SMP WM-8 ❑ EC -16 NON–VEGETATIVE STABILIZATION M NS -12 CONCRETE CURING SIDEWALK, TYP. © INSTALL GRAVEL BAGS IN CURB & GUTTER AT ® SE -1 SILT FENCE 0 NS -13 CONCRETE FINISHING -- PROJECT AND PHASE LIMITS PER BMP SE -6 MINSTALL NON–STORMWATER BMP'S AS REQUIRED PER ElSE-2SEDIMENT BASIN NS -14 MATERIAL AND EQUIPMENT USE ®° BMP NS -8, NS -9, & NS -10. ❑ SE -3 SEDIMENT TRAP 0 WM-1 MATERIAL DELIVERY AND STORAGE SIDEWALK ® INSTALL MATERIAL MANAGEMENT BMP'S AS REQUIRED FOR ® SE -5 FIBER ROLLS 0 WM-2 MATERIAL USE PER BMP WM-1, WM-2, & WM-5. ❑9 INSTALL SANITARY SEPTIC WASTE MANAGEMENT PER ® SE -6 GRAVEL BAG BERM Z WM-3 STOCKPILE MANAGEMENT CURB &GUTTER BMP WM-9. ® SE -7 STREET SWEEPING AND VACUUMING WM-4 SPILL PREVENTION AND CONTROL NOTE: ❑ SE -8 SANDBAG BARRIER WM-5 SOLID WASTE MANAGEMENT STREET CENTERLINE ® SE -10 STORM DRAIN INLET PROTECTION WM-6 HAZARDOUS WASTE MANAGEMENT — CONTRACTOR SHALL INSTALL TEMPORARY WE -1 WIND EROSION CONTROL ® WM-8 CONCRETE WASTE MANAGEMENT COS TION I AROUND UNAUTHORIZED PERIMETER VEH CLE OF ® TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT WM-9 SANITARY/SEPTIC WASTE MANAGEMENT rA--'s\TYPICAL SITE TORESTRICTUNAU LOT ry N.T.S. ACCESS. TC -2 STABILIZED CONSTRUCTION ROADWAYNllil �\ Zz z 'a Lu I 'a STOCKDALE <LOU uj o _ (� HIGHWAY -------------- -------------i----------- CN co �- CALIFORNIA STORMWATER BMP HANDBOOK --_— o 0- U - H 0 Lu W SWPPP NOTES m THE FOLLOWING CALIFORNIA STORMWATER CONSTRUCTION BMP'S SHALL BE CONSIDERED A PART OF THESE PLANS AND MAY r ❑1 INSTALL 25'x50' GRAVEL ENTRY/EXIT PER BMP TC -1 APPLY DURING THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR AND QSP SHALL IMPLEMENT ADDITIONAL BMP'S AS T w 7240 REQUIRED DURING CONSTRUCTION. Cif [L TRACT 7317-2 i 02 INSTALL 15 MPH SPEED LIMIT SIGN TRACT MINSTALL STORM DRAIN INLET PROTECTION PER BMP BMP NO. DESCRIPTION BMP NO. DESCRIPTION SE -10 ® EC -1 SCHEDULING ❑ TC -3 ENTRANCE/OUTLET TIRE WASH HINGE pR�VE r ® INSTALL FIBER ROLLS PER BMP SE -5 OR SILT FENCE ® EC -2 PRESERVATION OF EXISTING VEGETATION NS -1 WATER CONSERVATION PRACTICES � PER BMP SE -1 ALONG BOUNDARIES AS SHOWN FOR PERIMETER CONTROL. PERIMETER CONTROLS CAN BE N CO PLETEION OF BLOCK WALLS ❑ EC -4 HYDROSEEDING ® EC 5 SOIL BINDERS Z NS -8 NS -9 VEHICLE AND EQUIPMENT CLEANING VEHICLE AND EQUIPMENT. FUELING RIGHT–OF–WAY TRACT 7317-3 7317-1 REMOVED UPO M– INSTALL FIBER ROLLS WHERE APPLICABLE. ❑ EC -9 EARTH DIKES AND DRAINAGE SWALES ® NS -10 VEHICLE AND EQUIPMENT MAINTENANCE BMP SE -5 AT BACK OF ® INSTALL CONCRETE WASHOUT PER SMP WM-8 ❑ EC -16 NON–VEGETATIVE STABILIZATION M NS -12 CONCRETE CURING SIDEWALK, TYP. © INSTALL GRAVEL BAGS IN CURB & GUTTER AT ® SE -1 SILT FENCE 0 NS -13 CONCRETE FINISHING -- PROJECT AND PHASE LIMITS PER BMP SE -6 MINSTALL NON–STORMWATER BMP'S AS REQUIRED PER ElSE-2SEDIMENT BASIN NS -14 MATERIAL AND EQUIPMENT USE ®° BMP NS -8, NS -9, & NS -10. ❑ SE -3 SEDIMENT TRAP 0 WM-1 MATERIAL DELIVERY AND STORAGE SIDEWALK ® INSTALL MATERIAL MANAGEMENT BMP'S AS REQUIRED FOR ® SE -5 FIBER ROLLS 0 WM-2 MATERIAL USE PER BMP WM-1, WM-2, & WM-5. ❑9 INSTALL SANITARY SEPTIC WASTE MANAGEMENT PER ® SE -6 GRAVEL BAG BERM Z WM-3 STOCKPILE MANAGEMENT CURB &GUTTER BMP WM-9. ® SE -7 STREET SWEEPING AND VACUUMING WM-4 SPILL PREVENTION AND CONTROL NOTE: ❑ SE -8 SANDBAG BARRIER WM-5 SOLID WASTE MANAGEMENT STREET CENTERLINE ® SE -10 STORM DRAIN INLET PROTECTION WM-6 HAZARDOUS WASTE MANAGEMENT — CONTRACTOR SHALL INSTALL TEMPORARY WE -1 WIND EROSION CONTROL ® WM-8 CONCRETE WASTE MANAGEMENT COS TION I AROUND UNAUTHORIZED PERIMETER VEH CLE OF ® TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT WM-9 SANITARY/SEPTIC WASTE MANAGEMENT rA--'s\TYPICAL SITE TORESTRICTUNAU LOT ry N.T.S. ACCESS. TC -2 STABILIZED CONSTRUCTION ROADWAYNllil �\ Zz z 'a Lu I 'a STOCKDALE <LOU uj o _ (� HIGHWAY -------------- -------------i----------- �- - I --_— >� 0- U - H 0 Lu W Ne m TRACT Z w 7317-4 TRACT T w 7240 U- Cif [L TRACT 7317-2 i ---------------- TRACT S� 7317-5 RANCH pR�VE r TRACT TRACT TRACT 7240 TRACT 7317-3 7317-1 I I ' AST 7317-- I ------.-__._-_._-- --- 7317tl-7 ` - _ KERN COUNTY WATER AGENCY 41, 90 UNDERGROUND SERVICE ALERT�~7317-5 � OF SOUTHERN CALIFORNIA I ��j'}'\ / (; ! T 1 7 -- DIAL 8114 /® / 3 1 47 AT LEAST TWO DAYS BEFORE YOU DIG / \ o 46 4 `� r 00 / 4 45U. / AA, �000' 6 0 ui %IJ 43 n b) PHASE WORK TO REDUCE THE AMOUNT OF DISTURBED SURFACE AREA AT ANY ONE TIME.00 1® 44 �✓ B. DURING ACTIVE OPERATIONS: I H I 'd I TY / /s► / _ \ °° ! °° a) APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO LIMIT VDE TO 20% OPACITY. MAINTAIN WIND BARRIERS NO SCALE ° 41 / b) LIMIT ACTIVITY TO PERIODS OF LOW OR NO WIND, OR CONSTRUCT AND M SUFFICIENT TO LIMIT VDE TO 20% OPACITY. / , 9CL c) APPLY WATER OR OTHER APPROVED SUBSTANCE TO UNPAVED HAUL/ACCESS ROADS AND UNPAVED / ` / �� 40 / / / / VEHICLE/EQUIPMENT TRAFFIC AREAS SUFFICIENT TO LIMIT VDE TO 20% OPACITY AND MEET THE '40 8 e / CONDITIONS OF A STABILIZED UNPAVED ROAD SURFACE. �" /�/ ° 3 C. TEMPORARY STABILIZATION DURING PERIODS OF INACTIVITY: / tt `` v 7 ,N, TRACT %/ a) RESTRICT VEHICULAR ACCESS TO THE AREA. 31 7 3 / F A '® \ / b) APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO COMPLY WITH THE CONDITIONS0 / 12 �\� ° ° ®� ~�` � / / STABILIZED SURFACE. IF ANY AREA HAVING 0.5 ACRES OR MORE OF DISTURBED SURFACE AREA /u. / 4 6 �� / (EXIST� FOR SEVEN OR MORE DAYS THE AREA MUST COMPLY WITH THE CONDITIONS FOR e \\~ REMAINS UNUSED�� CC,r 32 A STABILIZED SURFACE AREA AS DEFINED IN RULE 8011. / 5 13 D. CARRYOUT AND TRACKOUT ON PUBLIC ROADS: \ / ,�j / 14 � \ 4 �� S� REMOVED AT THE 0CIO a) ALL VISIBLE CARRYOUT AND TRACKOUT WITHIN 50 FEET OF THE SITE SHALL BE / ( END OF EACH WORKDAY. 31 TRACKOUT BEYOND 50 FEET OR THE SITE SHALL BE REMOVED \ �/ IMMEDIATELY. b CLEANUP SHALL BE ACCOMPLISHED BY MANUAL SWEEPING OR APPROVED EQUIPMENT AND METHOD �\ ` 3 15 °° � , �/ 6 4r, AS SPECIFIED BY THE SJVAPCD. // c) THE USE OF BLOWER DEVICES OR DRY ROTARY BRUSHES OR BROOMS, FOR REMOVAL OF CARRYOUT � i 6 \ \ ` 2 °° 30 STAGING 33 / / / /\� `/–`� AND TRACKOUT ON PUBLIC ROADS IS EXPRESSLY PROHIBITED. J> AREA 4 IGE / 4 d) ANY PERMITS REQUIRED FOR MUD AND DIRT CLEANUP SHALL BE OBTAINED BY THE CONTRACTOR. /// `� STORA? ` 7i / lLLJ 16 ° / ° 29 39 / 18 17 8 ' 9 . 9 28/ 38 I / 5 r - u 36 Ak 19 16 27 10 10 37 0 23 22 21 \ \ 26 A 4 o ' --- ' :D 14 13 12 11 SEE DETAIL 1 LOT "B" ° WATER TANK SITE 20 15 \ \ - _ o \ C5- -1/ �, / 0 `� A I P l --.---._.-- SUMP------� — / — — -- — — -- — — — -- _— — _ _ — — >� 0- U - H 0 Lu W Ne m Z w w w U- Cif [L 41, 90 UNDERGROUND SERVICE ALERT�~7317-5 � OF SOUTHERN CALIFORNIA I ��j'}'\ / (; ! T 1 7 -- DIAL 8114 /® / 3 1 47 AT LEAST TWO DAYS BEFORE YOU DIG / \ o 46 4 `� r 00 / 4 45U. / AA, �000' 6 0 ui %IJ 43 n b) PHASE WORK TO REDUCE THE AMOUNT OF DISTURBED SURFACE AREA AT ANY ONE TIME.00 1® 44 �✓ B. DURING ACTIVE OPERATIONS: I H I 'd I TY / /s► / _ \ °° ! °° a) APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO LIMIT VDE TO 20% OPACITY. MAINTAIN WIND BARRIERS NO SCALE ° 41 / b) LIMIT ACTIVITY TO PERIODS OF LOW OR NO WIND, OR CONSTRUCT AND M SUFFICIENT TO LIMIT VDE TO 20% OPACITY. / , 9CL c) APPLY WATER OR OTHER APPROVED SUBSTANCE TO UNPAVED HAUL/ACCESS ROADS AND UNPAVED / ` / �� 40 / / / / VEHICLE/EQUIPMENT TRAFFIC AREAS SUFFICIENT TO LIMIT VDE TO 20% OPACITY AND MEET THE '40 8 e / CONDITIONS OF A STABILIZED UNPAVED ROAD SURFACE. �" /�/ ° 3 C. TEMPORARY STABILIZATION DURING PERIODS OF INACTIVITY: / tt `` v 7 ,N, TRACT %/ a) RESTRICT VEHICULAR ACCESS TO THE AREA. 31 7 3 / F A '® \ / b) APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO COMPLY WITH THE CONDITIONS0 / 12 �\� ° ° ®� ~�` � / / STABILIZED SURFACE. IF ANY AREA HAVING 0.5 ACRES OR MORE OF DISTURBED SURFACE AREA /u. / 4 6 �� / (EXIST� FOR SEVEN OR MORE DAYS THE AREA MUST COMPLY WITH THE CONDITIONS FOR e \\~ REMAINS UNUSED�� CC,r 32 A STABILIZED SURFACE AREA AS DEFINED IN RULE 8011. / 5 13 D. CARRYOUT AND TRACKOUT ON PUBLIC ROADS: \ / ,�j / 14 � \ 4 �� S� REMOVED AT THE 0CIO a) ALL VISIBLE CARRYOUT AND TRACKOUT WITHIN 50 FEET OF THE SITE SHALL BE / ( END OF EACH WORKDAY. 31 TRACKOUT BEYOND 50 FEET OR THE SITE SHALL BE REMOVED \ �/ IMMEDIATELY. b CLEANUP SHALL BE ACCOMPLISHED BY MANUAL SWEEPING OR APPROVED EQUIPMENT AND METHOD �\ ` 3 15 °° � , �/ 6 4r, AS SPECIFIED BY THE SJVAPCD. // c) THE USE OF BLOWER DEVICES OR DRY ROTARY BRUSHES OR BROOMS, FOR REMOVAL OF CARRYOUT � i 6 \ \ ` 2 °° 30 STAGING 33 / / / /\� `/–`� AND TRACKOUT ON PUBLIC ROADS IS EXPRESSLY PROHIBITED. J> AREA 4 IGE / 4 d) ANY PERMITS REQUIRED FOR MUD AND DIRT CLEANUP SHALL BE OBTAINED BY THE CONTRACTOR. /// `� STORA? ` 7i / lLLJ 16 ° / ° 29 39 / 18 17 8 ' 9 . 9 28/ 38 I / 5 r - u 36 Ak 19 16 27 10 10 37 0 23 22 21 \ \ 26 A 4 o ' --- ' :D 14 13 12 11 SEE DETAIL 1 LOT "B" ° WATER TANK SITE 20 15 \ \ - _ o \ C5- -1/ �, / 0 `� A I P l --.---._.-- SUMP------� — / — — -- — — -- — — — -- _— — _ _ — —