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6.9-336
0 w w 1n w J I- Cn O 1 00 W z a J IL 0 z 0 Ix i R i J > 0 i In J J z h N a w a V) w 0 z w 0 V) w w rn O 1 I" 00 0 N I-' 0 LU Ix a V) 0 D O J 0 J a 0 O i 0 �� �� r,_-1-111,1,1,--11,.-.................."........-."",- =. ...._......... _ _AREA "G" ...........�. r---,.,,..rte� 0 J Q w 0 N 0) 0 I 00 i z Q J 0- 0 U z_ Q ry i i J > N J J U) Q w F - Q w U z w 0 0 W 0) 0 1 00 I-, 00 0 N a w Of Q i 0 O J U J Q U O J 18"x31" THIN WALL KNOCKOUTS. SLEDGE OUT AS REQUIRED. (TYP. 4 PLACES) FRAME MAY BE CAST DIRECTLY INTO BOX (OPTIONAL) OUTSIDE HEIGHT OF BOX EXTENSION MODEL NO. C WEIGHT RS242406 6" 300 LBS. RS242412 12 600 LBS. ® FRAME AND GRATE ASSEMBLY AVALIABLE IN TRAFFIC OR PEDESTRIAN MODELS. ® DESIGN FOR H-20-44 BRIDGE LOADING, ® ASSEMBLY TO BE PLACED ON A 6" BASE OF CRUSHER RUN FOR EASE OF INSTALLATION AND EVEN LOAD DISTRIBUTION. ® FOR COMPLETE. DESIGN AND PRODUCT INFORMATION, CONTACT JENSEN PRECAST, PRECAST DRAIN INLET (PVT) NOT TO SCALE CUT SLO R/W WHERE SHOWN OPTIC EXTEN H E E ILLUSTRATION IS TYPICAL ONLY OF GENERAL SERIES CONFIGURATION: FOR SPECIFIC CONFIGURATION, CALL JENSEN PRECAST. 24's X 241v GRAIN INLETjEl 0 we Ow.WiG.�,E REY.SACN•� D124�24� 11-28-00 LJV i i VIVI Ivlf—% 1 LJL ROUNDED AT THE OPTION OF THE CONTRACTOR CONCRETE DRAINAGE DITCH DETAIL (PVT) NOT TO SCALE TG DROP INLET MODEL NO. A B *WEIGHT D1242436 36" 42" 1900 LBS. D1242.448 48" 54" 2500 LBS. 7' 244 W 'BOX ONLY FRAME AND GRATE MODEL NO. RATING D WEIGHT SG2424--DIP PEDESTRIAN 1 1/2" 41 LBS. SG2424—DIT TRAFFIC 3" 120 LBS. FRAME MAY BE CAST DIRECTLY INTO BOX (OPTIONAL) OUTSIDE HEIGHT OF BOX EXTENSION MODEL NO. C WEIGHT RS242406 6" 300 LBS. RS242412 12 600 LBS. ® FRAME AND GRATE ASSEMBLY AVALIABLE IN TRAFFIC OR PEDESTRIAN MODELS. ® DESIGN FOR H-20-44 BRIDGE LOADING, ® ASSEMBLY TO BE PLACED ON A 6" BASE OF CRUSHER RUN FOR EASE OF INSTALLATION AND EVEN LOAD DISTRIBUTION. ® FOR COMPLETE. DESIGN AND PRODUCT INFORMATION, CONTACT JENSEN PRECAST, PRECAST DRAIN INLET (PVT) NOT TO SCALE CUT SLO R/W WHERE SHOWN OPTIC EXTEN H E E ILLUSTRATION IS TYPICAL ONLY OF GENERAL SERIES CONFIGURATION: FOR SPECIFIC CONFIGURATION, CALL JENSEN PRECAST. 24's X 241v GRAIN INLETjEl 0 we Ow.WiG.�,E REY.SACN•� D124�24� 11-28-00 LJV i i VIVI Ivlf—% 1 LJL ROUNDED AT THE OPTION OF THE CONTRACTOR CONCRETE DRAINAGE DITCH DETAIL (PVT) NOT TO SCALE TG ELEV (SEE PLAN) 1#` 450 E 1v : :%;i$`MIN. M.'7'4 7" 244 0 7' 244 W 6" 210 m <> PIPE RISER --' cr- INLET INLET >00 TOP OF FRAME PIPE SIZE PER PLAN WWWAUJIMM111191. NOT TO SCALE GAGE STUCCO NETTING 12" BRASS GRATE NDS 913B OR APPROVED EQUAL '�� r .. tr •r r it ; DO NOT GLUE GRATE ONTO RISER (TYP.) PIPE FITTING NOTE: FOR BINDING ABS TO PVC, CONTRACTOR TO USE WELD -ON 194 INV ELEV SOLVENT OR EQUAL. (SEE PLAN) E J BAR SPACING 12" 000 r 244 1#` 450 E 1v 7' 240 M.'7'4 7" 244 0 7' 244 42` 1050 6" 210 HINGE COVER AT 3 24„ cE� INLET INLET 6T 1500 TOP OF FRAME {600 mm C)- TYP E 2 TYP E 1 FRAME AANND COVER PER USE 2-1/2 X2 x3/8` (64x514.5) 200 MM 15O MM) SPPIC 152 PIPE PER o0 I - . PIANS SEE NOTE 8 OTIIERNSE, 8 -- a (100 mm).USE 3-1/2'x3"x1/2` oasTING � 24" 9 J BARS ARE 03 410}M), a E s , ' 7 �, (600 m J_ itBARS jai It A. -sy4 1 SECTION f A S/ g R/w INLET TYPE 2E .10" BAR (250 ff (16 mm) I B fj1/4 Mra DETAIL OF ANCHOR CURB FACE FL Pt3INT M POINT N PLAN 10' (3000 mm) S TC GRADE LINE AS SHOWN ON PROFILE TOP OF CURB FE MOTE 8 :a75 rim) MIN (150 mm) g SECTION INLET TYPE 1 �R 75 rnm) CURB FACE FL POINT P POINT Q TOP Of 0JR8 \-_ POINT P POINT 0---/ -POINT M POINT N PROFILE. S. INCHES mm) J BAR SPACING 12" 000 r 244 1#` 450 240 24" 000 7' 240 M.'7'4 7" 244 31r N04 7' 244 42` 1050 6" 210 48` 12f 5` 164 54" 1350) 6--1 225 6T 1500 5` 160 662 1650 4" 19 72` 1&00 3-1 2` 1211 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PI M ULOAM BY 'ME —GALVANIZED STEEL SIDEWALK FINISHNGLE PUBUC u0S!A37A INCBOi9 M 3 PARKWAY DRAIN 151-2 itm is". 200$ FOR S = 3O` (i 5€E mm) AND LESS, USE 2 4N °D � ANCHORS. OTiR1SE, USE 3 ANCHORS. 1100 mm} aAtx:tz --SEE NOTE 8 D, FOR S = Or (120,+0 mm) AIS} LESS, (Iomm ,� w � � • t" B ^ 3 (75 i�i M) 0 x USE 2-1/2 X2 x3/8` (64x514.5) 200 MM 15O MM) GALVANIZED S L ANIZF.13 'IEEE ANGLE. TO o0 UTTER MATCH E C TI O N A A ��- OTIIERNSE, 8 -- a (100 mm).USE 3-1/2'x3"x1/2` oasTING ,� (89x7602.7) GALYAN12ED STEEL ANGLE, 9 J BARS ARE 03 410}M), m _-Mq J_ itBARS jai It c� g STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PI M ULOAM BY 'ME STANDARD PLAN PUBUC u0S!A37A INCBOi9 M 3 PARKWAY DRAIN 151-2 itm is". 200$ SE WITM STAN A SPECIF'ICAT€O FOR PUBLIC WORKS CONSTRUCT€ON SHEET i OF 2 � - CURB RAMP PERPENDICULAR TO VEHICULAR WAY (4i� VEHICULAR WAY ®- DIAGONAL CURB RAMP AT VEHICULAR WAYS ryQ J U w NOTES 1. FLUOR OF SOX SHALL BE TROWELED SMOOTH. 2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1 BEGINS AT THE TUE RATHER THAN AT THE R/W LINE. 3. FOR OPEN DITCH (TYPE 2), THE 24" (600 mm) EXTENSION BEYOND THE R/W UNE IS NOT REQUIRED WHEN BACK OF WALK IS 24" (600 mm) OR MORE FROM THE R/W UNE; HOWEVER, THE PIPE SHALL EXTEND TO THE R/W LINE IN ANY EVENT, 4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL, A HEADED STEEL STUD 5/8" x 6--3/8" WITH A 1" HEAD (16 x 160 mm, 25 mm DEAD) ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. 6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B + 5" (125 mm) AT POINT N AND P. 7. THE 3" (75 mm) LEG OF THE 5/8" (16 mm) DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. 8. SLOPE = 2.07o. -------------- STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 151-2 PARKWAY DRAIN SHEET 2 OF 2 I VEHICULAR WAY - CURB RAMPS AT ACCESSIBLE PARKING AREAS 4 2 8% 8% 2 MA)(-- MAX. VEHICULAR WAY6'-0" 4' MIN '- " min. 5 1 (D STREET PAVEMENT ACCESSIBLE ROUTE OF PEDESTRIAN TRAVEL 1`0 48 MIN. (UNLESS OTHERWISE NOTED ON PLANS) Q N Q TOP FACE OF CURB. ® WALL, FENCE, LANDSCAPING OR OTHER OBSTRUCTION @ @ 50 TRANSITION FROM RAMP TO WALKS, GUTTERS AND STREETS SHALL BE FLUSH AND FREE OF N ABRUPT CHANGE. 0 45'--� f--� 6 SCORE MARK, BACK TOP OF CURB. 7 A MINIMUM 36 -INCH WIDE SECTION OF @ TRUNCATED DOMES SHALL BE PROVIDED WHEN I--0 9„ FLAT TRAVEL SURFACE ADJOINS A VEHICULAR WAY (0" CURB FACE) *EXCEPTION: PARALLEL CURB RAMPS SHALL NOT BE REQUIRED TO COMPLY WITH CBC 118-406.5.3. A. DETECTABLE WARNING SURFACES, SHALL BE CONSTRUCTED BY CAST -IN-PLACE WITH COLOR YELLOW CONFORMING TO FEDERAL COLOR #33538. NOTE: RAMP TO BE CONSTRUCTED PER B. MINIMUM RAMP THICKNESS SHALL BE 4" P.C.C. CALTRANS STANDARD DETAIL A88A. OVER 4" CLASS II A.B. OVER 6" OF SUBGRADE. ALL AB AND/OR SUBGRADE SHALL BE PROCESSED TO 95% RELATIVE COMPACTION. ACCESSIBLE CURB RAMP NOT TO SCALE HARDSCAPE i. i✓: y r/ 7/—/ 1 " TO 2" ROCK AGGREGATE BELOW BOX Ott - A4 11110]-, NOT TO SCALE BROOKS #3 HL CONC. YARD BOX W/ C.I. COVER SECURITY SCREW MARKED STORM DRAIN , l l T> .. f ! L ' !'-..•. A " X1/8 BEND OR PLUG WYE WHERE CO OCCURS AT END OF LINE N T 71 R99C (CA) N_ � � N N COLOR: BORDER & LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - BLUE (RETROREFLECTIVE) ACCESSIBLE SIGNS DETAIL NOT TO SCALE 6" 1.5" 0.5" RAD. (TYP) ' PAVEMENT ., ,:• SECTION (o 12 i7 fs �: :ter r•::: . ,!//! ;?rs•• ,,',:,:•.,,.•.• f,ifl%% ! / 1 •�l� %'•',;':%:,<�� `!r•''f ';'frr!!1i/,!': `f > % t 7.5" NOTE: REFER TO NOTES 1, 3, 4, 5, 7 & 8 OF CITY STANDARD DWG. NO. ST -1 FOR SPECIFICATIONS 6" CONCRETE CURB 9 NOT TO SCALE 6" 6" STORM DRAIN PIPE Y 21' MIN. r: IV A r. #4 REBAR LONG.TYP. ! r , ( } , 0 2ff ! ,! ,f 6 MIN . % 71 /` �``' ..••, ' ••` 4 REBAR Q 18" 0. C. SCARIFY 6" SUBGRADE BELOW AGGREGATE BASE AND RECOMPACT TO 90% OF THE MAXIMUM DRY DENSITY PER SOILS REPORT STORM DRAIN CONCRETE ENCASEMENT DETAIL NOT TO SCALE W _ QQ o PA RK n N Z Q �� ONLY o t; W J � R99 (CA) n _ oz F1 INS 1INE Z :� 0 000 R99B (CA) (o 00 N d- II vM v 12" X 24 REFLECTORIZED SIGN. WHEEL CHAIR SHALL BE WHITE ON BLUE BACKGROUND WITH "MINIMUM FINE $250" VAN ACCESSIBLE SIGN WITH WHITE BEADED TEXT OR EQUAL ON BLUE BACKGROUND. WHERE OCCURS. VAN ACCESSIBLE SIGN WITH WHITE BEADED TEXT OR EQUAL ON BLUE BACKGROUND. WHERE OCCURS. FINISH ::.:f- PAVEN .. ffl- CONCRETE �_0lf I FOOTING 6.9-336 CITY RECORDS N0. z w 0 0 M w O w z ca w 0 J > 0 Q J H Q M 0 w N_ O _ 0 a Q z a _ w 0 w N O a D a r z a Lill0 W N D 0 z 0 U D 0 0 Q_ W z w 0 J J Q w O I> - Of li W a O Of 0 - Lu w _ U-1 ry Q V) Z d of 0 a z z 0 w J J Q O a: a 0 U w Q J W 0 1-- D 0 z U w 0 _J _> U Q J F— < 0 0 W O 0- W Of W M J J Q _ U) z 0 L 0 0 V) Of 0 Xf W z Q I z Q X 0 w W J U W 0 z 0 0 vi z O En z cW G 0 J J Q O W W J m Ln z 0 a W w m 0 z Q r L_ 0 W > J J Q _ U) 0 1- U a 0�E- z O U W 4/29/2020 3:57 PM 1 CT Z2A� DCDAIADtI CT f�DA111Ai/� CL z 0 0 M Ld 0 1 00 i V) z n 0 z Of 0 Q U) Li F_ Ld Q z Ld 0 U) Li 0) 00 I-, 00 6 04 Ld W 0D 0 _j 0 _j 0 0 MA ........... ............ f ...... . ....... ......... 'A ................. .................. ........................ ........... .... . .............. ...... . . ............ .......... ........... ......................................... ............ .............................. .............. ................ ................................................ - - ---- .. . . .... . ...... .... . .... R= 1254.82 ...... ...... Ab2)la *' DEMOLITION LI M I TS (TYF ... ................. BERNARD STREE .. . . ...... ...... ..... W............... _ ........ . Ill! MIMI PROTECT IN PLACE, ITEM AS NOTED ON PLAN. REMOVE EXISTING BARBED WIRE CHAIN LINK FENCE. - REMOVE EXISTING SIDEWALK. REMOVE EXISTING CURB & GUTTER. REMOVE EXISTING CHAIN LINK GATE. REMOVE EXISTING TREE TOPOGRAPHY LEGEND: • FOR EXISTING TREES WITHIN THE PROPOSE DEVELOPMENT AREA, REMOVE TREE AND TREE ROOTS GREATER THAN 1 INCH IN DIAMETER, THE EXCAVATION SHALL BE BACKFILLED WITH ENGINEERED FILL COMPACTED AT A MINIMUM OF 90 PERCENT MAXIMUM DRY DENSITY BASED ON ASTM TESTING METHOD D1557; PER GEOTECHNICAL RECOMMENDATIONS. • SITE CLEARING SHALL INCLUDE REMOVAL OF VEGETATION; EXISTING UTILITIES; CONCRETE STRUCTURES INCLUDING FOUNDATIONS; BASEMENT WALLS AND FLOORS; EXISTING STOCKPILED SOIL; TREES AND ASSOCIATED ROOT SYSTEMS; RUBBLE; RUBBISH; AND ANY LOOSE AND/OR SATURATED MATERIALS. SITE STRIPPING SHALL EXTEND TO A MINIMUM DEPTH OF 2 TO 4 INCHES, OR UNTIL ALL ORGANICS IN EXCESS OF 3 PERCENT BY VOLUME ARE REMOVED. DEEPER STRIPPING MAY BE REQUIRED IN LOCALIZED AREAS. THESE MATERIALS WILL NOT BE SUITABLE FOR USE AS ENGINEERED FILL. HOWEVER, STRIPPED TOPSOIL MAY BE STOCKPILED AND REUSED IN LANDSCAPE OR NON-STRUCTURAL AREAS. GRAPHIC SCALE 40 0 40 80 (IN FEET) 1"=40' 6.9-336 CITY RECORDS NO. z m w 0 z 0 U) 0 3: z 3: O CL z Of 0 L.L. ui U) D w 0 z 0 D 0 0 0 ui CL 0 ui 3: Cf z U) z 0 U) _r ui D 0 3: t: 3: z 0 U) w 0 _j Cr 0 a_ ui W ui m U) U) z 0 U) cc 0 U) Of 0 cy- Of ui z z ly n F- 0 z Oa N z 0 W z CC0 m U) z 0 Q_ U) w Cr m 0 z U) CC z 0 0 w r 4/29/2020 3:58 PM 1 RT 3345 RFRNARD ST – r.RAnINr. EXISTING STREET CENTERLINE EXISTING WATER BOX EXISTING STREET RIGHT-OF-WAY EXISTING PROPERTY LINE -630- EXISTING MAJOR CONTOUR LINE 630 EXISTING MAJOR CONTOUR LINE EXISTING SEWER MAIN BUILDINGS. EXISTING WATER MAIN _; --- - - -__ - - - - _____-- EXISTING OVERHEAD ELECTRICAL LINE .................... EXISTING FENCE LINE CONSTRUCTION EXISTING BLOCK WALL EXCAVATIONS BACKFILLED WITH ENGINEERED EXISTING CURB, GUTTER & SIDEWALK . . . ........................ — - - — 1-111-11,111,1111-11-Ill""I"--- 3 . . ............... . ............ . EXISTING SEWER PIPE . .................. ........... w ........ EXISTING WATER PIPE — - - - - - --- - ---------- - ------- - - E - - — - - ------------------ EXISTING ELECTRICAL LINE EXISTING EDGE OF PAVEMENT • FOR EXISTING TREES WITHIN THE PROPOSE DEVELOPMENT AREA, REMOVE TREE AND TREE ROOTS GREATER THAN 1 INCH IN DIAMETER, THE EXCAVATION SHALL BE BACKFILLED WITH ENGINEERED FILL COMPACTED AT A MINIMUM OF 90 PERCENT MAXIMUM DRY DENSITY BASED ON ASTM TESTING METHOD D1557; PER GEOTECHNICAL RECOMMENDATIONS. • SITE CLEARING SHALL INCLUDE REMOVAL OF VEGETATION; EXISTING UTILITIES; CONCRETE STRUCTURES INCLUDING FOUNDATIONS; BASEMENT WALLS AND FLOORS; EXISTING STOCKPILED SOIL; TREES AND ASSOCIATED ROOT SYSTEMS; RUBBLE; RUBBISH; AND ANY LOOSE AND/OR SATURATED MATERIALS. SITE STRIPPING SHALL EXTEND TO A MINIMUM DEPTH OF 2 TO 4 INCHES, OR UNTIL ALL ORGANICS IN EXCESS OF 3 PERCENT BY VOLUME ARE REMOVED. DEEPER STRIPPING MAY BE REQUIRED IN LOCALIZED AREAS. THESE MATERIALS WILL NOT BE SUITABLE FOR USE AS ENGINEERED FILL. HOWEVER, STRIPPED TOPSOIL MAY BE STOCKPILED AND REUSED IN LANDSCAPE OR NON-STRUCTURAL AREAS. GRAPHIC SCALE 40 0 40 80 (IN FEET) 1"=40' 6.9-336 CITY RECORDS NO. z m w 0 z 0 U) 0 3: z 3: O CL z Of 0 L.L. ui U) D w 0 z 0 D 0 0 0 ui CL 0 ui 3: Cf z U) z 0 U) _r ui D 0 3: t: 3: z 0 U) w 0 _j Cr 0 a_ ui W ui m U) U) z 0 U) cc 0 U) Of 0 cy- Of ui z z ly n F- 0 z Oa N z 0 W z CC0 m U) z 0 Q_ U) w Cr m 0 z U) CC z 0 0 w r 4/29/2020 3:58 PM 1 RT 3345 RFRNARD ST – r.RAnINr. EXISTING SEWER MANHOLE EXISTING WATER BOX EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING UTILITY POLE EXISTING TREE NOTES • THE SITE MAY HAVE BEEN PREVIOUSLY OCCUPIED BY BUILDINGS. ASSOCIATED WITH THESE DEVELOPMENTS MAY BE BURIED STRUCTURES, SUCH AS UTILITY LINES, IRRIGATION LINES. PER GEOTECHNICAL RECOMMENDATIONS, DEMOLITION ACTIVITIES SHOULD INCLUDE PROPER REMOVAL ALL BURIED STRUCTURES. ANY BURIED STRUCTURES OR LOOSELY BACKFILLED EXCAVATIONS ENCOUNTERED DURING CONSTRUCTION SHOULD BE PROPERLY REMOVED AND THE RESULTING EXCAVATIONS BACKFILLED WITH ENGINEERED FILL. DISTURBED AREAS CAUSED BY DEMOLITION ACTIVITIES SHOULD BE RE—COMPACTED. • FOR EXISTING TREES WITHIN THE PROPOSE DEVELOPMENT AREA, REMOVE TREE AND TREE ROOTS GREATER THAN 1 INCH IN DIAMETER, THE EXCAVATION SHALL BE BACKFILLED WITH ENGINEERED FILL COMPACTED AT A MINIMUM OF 90 PERCENT MAXIMUM DRY DENSITY BASED ON ASTM TESTING METHOD D1557; PER GEOTECHNICAL RECOMMENDATIONS. • SITE CLEARING SHALL INCLUDE REMOVAL OF VEGETATION; EXISTING UTILITIES; CONCRETE STRUCTURES INCLUDING FOUNDATIONS; BASEMENT WALLS AND FLOORS; EXISTING STOCKPILED SOIL; TREES AND ASSOCIATED ROOT SYSTEMS; RUBBLE; RUBBISH; AND ANY LOOSE AND/OR SATURATED MATERIALS. SITE STRIPPING SHALL EXTEND TO A MINIMUM DEPTH OF 2 TO 4 INCHES, OR UNTIL ALL ORGANICS IN EXCESS OF 3 PERCENT BY VOLUME ARE REMOVED. DEEPER STRIPPING MAY BE REQUIRED IN LOCALIZED AREAS. THESE MATERIALS WILL NOT BE SUITABLE FOR USE AS ENGINEERED FILL. HOWEVER, STRIPPED TOPSOIL MAY BE STOCKPILED AND REUSED IN LANDSCAPE OR NON-STRUCTURAL AREAS. GRAPHIC SCALE 40 0 40 80 (IN FEET) 1"=40' 6.9-336 CITY RECORDS NO. z m w 0 z 0 U) 0 3: z 3: O CL z Of 0 L.L. ui U) D w 0 z 0 D 0 0 0 ui CL 0 ui 3: Cf z U) z 0 U) _r ui D 0 3: t: 3: z 0 U) w 0 _j Cr 0 a_ ui W ui m U) U) z 0 U) cc 0 U) Of 0 cy- Of ui z z ly n F- 0 z Oa N z 0 W z CC0 m U) z 0 Q_ U) w Cr m 0 z U) CC z 0 0 w r 4/29/2020 3:58 PM 1 RT 3345 RFRNARD ST – r.RAnINr. A 0 _j 0 x F_ z 0 0 z 0 0 m 00 z CL 0 z Of 0 11-1 0 0 _j _j uj F- LLI Q z LJ Ld ry 5; 0 00 C14 Ld r V) D 0 _j 0 0 0 Aj 0 MATCHLINE SEE SHEET 5 A 5.00 PROPOSE LO D5.00' PROPOSED PROPOSED A BUILDING B BUILDING B BUILDING B I I . . . . .. ........... FF=647.00 . ........... STAIR' FF=647.00 FF=647.00 4 ............... AD=646.2�/, A PAD=646.25 AD=646.25 TREAD, ... ......... ...... .. 00 ............ '4 //00// I I . . . . . . . I . . . I . I I I . . . . ...... ... ........ ...... ......... . .... . -------------- 5 4.00 .... ...... . .... . 4. 00' M 4. 4 d 4- 41 ......................... I I I . . . . . . . . I . I I . I . . . . . . . . I I . I I I . . . 4.00 2, BUILDING E ............ 7' -0 FF=645.18 PAD=644-43 . . . . . . . . I . . . . . . I I I I . . . . I . . . 4 Id 0.08'/ A .. -4 . ... .. 5.00 %P- 0) BUIL DING C BUILDING C BUILDING C . .. ..... 5.00; .4 . ... .. . ........ ........ . . ...... ... FF=646.94 FF=646.94 FF=646.94 PAD=646.19 PAD=646.19 PAD=646.19 Id ... . ill$ STAIR TREAD �A. ...... L Ll 0 ----------------------- .00 4 PROPOSED 5. 00' ........... Ll 42/ - BUILDING E "A ....... ..... FF=645.18 4 L 2 51 4. ...................... ...... PAD=644.43 0 -L40 4 A -A 4- A A 14 - 1 L41', 4 (DESIGN PER 4 4 A BUILDING PLAN) L22. T 4 ................. ......................... 0, 4 0 5. 0 % 4. . 09,, . . . . . I 4 . I . . . . . I I I . I I . . . I 4 A ........ 7 7 7 . . . .... ............ 4 -2- A 4.50 21 ..... .... . ....... 7 0 0 4 PR .. > OPOSED BUILDING D BUILDING D BUILDING D A 5.00' "4 . . . . . . . . . . . ....... I . . . . . FF=646.94 BUILDING E �y FF=646.94 FF=646.94 f PAD=646.19 PAD=646.19 PAD=646.19 FF=645.18 4 A ST PAD=644.43 ill' ST ......... .. .......... ----------- TREAD 11 STAIR ... ........... TREAD 4.50' ........... .... A ............... 5 00" . . . I I I I I I . . 4. 0 4 .4 4 0 0' 9 4r e . . . . . . . . . I I 4 411 Ll 8' .......... ... ..... . .. N ........ . ............... ..... ...... ........ .................. . . .. ....... . ............ ............. .............. ...... .......... . ... . .. ............ ................. C5 ... ; ......... ---------- 4 ------- - ---------- I . I I I . I . . .... . I I I ... . I I . . . . . . I I I I . . I I I I . I I I I . I . . . I I I . I I I . I I . . I I I I I I I I -- --------- . . I . . . . . .. I . . . NW�52'27"E 109.00 . . I . . . . I I I . . . . ... I . I I I . . . . . . I . I I I . . . . . . . . . . I I I I . . I . . I . . I . I I I I . . . . . . I I I I I . I I . . . I . . . I . . . . I . . I I I I . . . . . . I I I I I . . I I I . . . . I I I I . . . I . . . . . . PEDESTRIAN N T EASEME BY . .. . . . . ........ SEPARATE DOCUMENT. 'Ll 38 L54. P 7 4 . . . . . . . . . . . . . . . . .. . ........ 1--: 4� ............... ........................ .................... .................................... .......... ... . ........ . .... . ....... ............ . . ..... ............... ....... ; . ....... ............ ......................................... . . . ............. - - ---- - . ............ -- - _ --- ... . . ............ ........... ........... .................................... ...... ............ -E .......... . . ... 77 0" NIn F - w. ........... w A ------------ g . ........... ALL WORK WITHIN THE PUBLIC RIGHT OF 4 WAY SHALL BE COORDINATED WITH THE 12 . ....... 4,0 . ........ 1 `X' -1-* -'..'.'1 ................ CITY OF BAKERSFIELD DEPARTMENT OF ........ ........ ............................... I . ............... .... . ........ ............... .1.:X`-.,-.-_-_ I ...... - ................ ... .. .. ... ..... .. ..... .......... . . ................ . . . ............. .. ........... ......... .............. .... . ......... . WORKS PER SEPARATE PERMIT PUBLIC PRIVATE CURB DATA - CURVE TABLE CURVE # LENGTH RADIUS DELTA DESCRIPTION C1 14.51 10.00 083009' 6" CURB C2 9.40 3.00 179030' 6" CURB C3 7.78 2.50 177059' 6" CURB C4 9.45 3.00 180024' 6" CURB C5 4.71 3.00 090000, 6" CURB C6 14.77 12.00 070032' 6" CURB C7 5.73 3.00 109028' 6" CURB PRIVATE CURB DATA - CURVE TABLE CURVE # LENGTH RADIUS DELTA DESCRIPTION C8 7.99 5.00 091036' 6" CURB C9 9.42 3.00 180000' 6" CURB Cio 9.08 3.00 173020' 61' CURB C11 10.64 3.39 180001' 611 CURB C12 9.42 3.00 180000' 6" CURB C13 8.83 6.08 083010' 6" CURB C14 6.28 4.00 090001, 6" CURB PRIVATE CURB DATA - CURVE TABLE CURVE # LENGTH RADIUS DELTA DESCRIPTION C15 10.15 3.34 173058' 6" CURB C16 5.73 3.00 109028' 6" CURB C17 14.77 12.00 070032' 6" CURB C18 71.36 37.51 109001' 6" CURB C19 3.92 11.00 020*25' 6" CURB C20 3.17 1.00 181022' MEDIAN CURB C21 3.12 1.00 178040' MEDIAN CURB PRIVATE CURB DATA - LINE TABLE LINE # LENGTH BEARING DESCRIPTION L54 3.00 S00006'21 "E TRANS 0" TO 6" CIF L138 3.00 S00001'24"E TRANS 0" TO 6" CF L140 7.00 NOOOOO'00"E TRANS 0" TO 6" CF L141 6.00 SOOOOO'00"E TRANS 0" TO 6" CF L142 4.00 S00000'00"E 011 CF L147 15.05 S82020'40"E 6" CURB L148 28.83 N90000'00"E 6" CURB GRAPHIC SCALE 20 0 20 4 0 (IN FEET) ill = 20' HORIZONTAL CONTROL & PAVING NOTES CONSTRUCT 6.5" VEHICULAR PCC PAVEMENT WITH #3 BARS AT 24" O.C. E.W. OVER 4" A.B. COMPACTED PER SOILS REPORT SPECS. FINISH PER LANDSCAPE PLANS. CONSTRUCT 4" PEDESTRIAN PCC PAVEMENT WITH #3 BARS AT 18" O.C. E.W. OVER NATIVE COMPACTED PER SOILS REPORT SPECS. FINISH PER LANDSCAPE PLANS. @3 CONSTRUCT 3" VEHICULAR �C PAVEMENT OVER 6.5" A.B. 'OMPACTED PER SOILS RF PORT SPECS. CONSTRUCT 4" FIRE VEHICULAR ROUTE AC PAVEMENT OVER 6.5" A.B. COMPACTED PER SOILS REPORT SPECS. CONSTRUCT CONCRETE PAD FOR ELECTRICAL TRANSFORMER, PER DRY UTILITY PLAN. STRIPE STANDARD PARKING STALL PER ARCHITECTURAL PLAN. SHOWN FOR INFORMATIONAL PURPOSES ONLY. (D STRIPE A.D.A. ACCESSIBLE STALL AND ACCESS AISLE PER ARCHITECTURAL PLAN. SHOWN FOR INFORMATIONAL PURPOSES ONLY. INSTALL TRUNCATED DOMES. PERIMETER FENCE PER BUILDING PLAN. CALL E30X PER BUILDING PLAN. CONSTRUCT 6" TYPE "B" CURB & GUTTER PER CITY OF BAKERSFIELD STD. DWG. ST -1. CONSTRUCT TYPE "M" MEDIAN CURB PER CITY OF BAKERSFIELD STD. DWG. ST -2 CONSTRUCT 6" CURB PER DETAIL 9, SHEET 2 DRY UTILITY DESIGN BY OTHERS, SHOWN FOR REFERENCE ONLY. LEGEND: SEE SHEET 5 FOR LEGEND PRIVATE CURB DATA - LINE TABLE LINE # LENGTH BEARING DESCRIPTION L1 20.82 S00001'24"E 6" CURB L2 31.75 S06049'25"E 6" CURB L3 3.90 N90000'00"E 6" CURB L4 18.00 NOOOOO'00"E 6" CURB L5 6.02 N90000'00"E 6" CURB L6 12.50 SOOOOO'00"E 6" CURB L7 12.50 NOOOOO'00"E 6" CURB L8 5.00 N90000'00"E 6" CURB L9 13.09 S00000'23"E 6" CURB L10 13.00 N00001'1 3"W 6" CURB L11 5.98 N90000'00"E 6" CURB L12 13.00 SOOOOO'00"E 6" CURB L13 13.00 NOOOOO'00"E 6" CURB L14 198.03 N90000'00"E 6" CURB AND GUTTER L15 15.00 SOOOOO'00"E 6" CURB L16 25.04 N90000'00"E 6" CURB L 1 -1 zt.uu SOOOOO'00"E 6" CURB L18 63.33 6" CURB L19 14.50 N90000'00"E 6" CURB L20 54.00 S00000'00"E 6" CURB S9000010011w 6" CURB L22 7.00 N90000'00"W TRANS 6" TO 0" CF L23 7.00 N90000'00"E TRANS 6" TO 0" CIF L24 5.00 NOOOOO'00"E 6" CURB L25 18.00 N90000'00"W 6" CURB L26 6.00 SOOOOO'00"E TRANS 6" TO 0" CIF L27 4.00 SOOOOO'00"E 6" CURB L28 7.00 SOOOOO'00"E TRANS 0" TO 6" CF L29 38.00 SOOOOO'00"E 6" CURB L30 13.83 S90000'00"W 6" CURB L31 13.83 N90000'00"E 6" CURB L32 45.00 SOOOOO'00"E 6" CURB L34 12.67 N90000'00"E 6" CURB L35 6.00 SOOOOO'00"E 6" CURB L36 13.00 N90000'00"W 6" CURB L37 13.00 N90000'00"E 6" CURB L38 138.78 S00000'00"E 6" CURB AND GUTTER L39 9.85 N90000'00"W 6" CURB L40 8.25 N90000'00"E TRANS 0" TO 6" CF L41 8.25 N90000'00"W TRANS 0" TO 6" CF L42 1.00 NOOOOO'00"E 6" CURB L43 14.00 N90000'00"E 6" CURB L44 6.67 SOOOOO'00"E 6" CURB AND GUTTER L45 13.00 N90000'00"W 6" CURB L46 13.00 N90000'00"E 6" CURB L47 69.67 SOOOOO'34"E 6" CURB AND GUTTER L48 14.50 N90000'00"W 6" CURB L49 79.15 N90000'00"E 6" CURB L50 24.17 SOOOOO'00"E 6" CURB L51 6.25 S00000'00"E MEDIAN CURB L52 6.25 SOOOOO'00"E MEDIAN CURB L53 5.78 SOOOOO'00"E 6" CURB 6.9-336 CITY RECORDS NO. z ry 0 U- V) z 0 U) ui 0 _j 5; CD 0 ui N ry 0 r I- D z r Of ui r 0 w U) 0 D z it 0 V) D ckf 0 z ui w 0 (n ui in _j 0 0 0 Z af z (n z _j 0 CL 0 ui _j w D 0 m F- 3: z _j _j 0 af 0 a- ui Ix w cn _j _j V) U) z 0 (n V) 2 0 W 0 U) Ix 0 w z z cr_ 0 ui _j U) 0 z 0 0 Gi z 0 (n z _j 0 U_ w _j m (n z 0 a_ z ckf Of 0 z 0 0 Li m F__ 4/29/2020 3:59 PM 1 qT 114.9; RrPMAPn qT - r.RAnwn .. . ............ ........ .................... X '77 ------------------------------------------------------------ w .......... OFFSITE CURB DATA - LINE TABLE LINE # LENGTH BEARING DESCRIPTION Ll 56 10.95 S89050'43"W 6" CURB AND GUTTER Ll 57 14.00 S89'52 -2711W 6" CURB AND GUTTER 1+00 '\- STA. 1 +00 ... ........... .................. .................. BC I M I mmy AkN k, rim- I Aky TJmVb_�ff ff AN Mol 4�q 2+iOO N89052'27"E' ............................................................. ....................................... ........... .......... . ....... ............................................................... ........... ...................... ........................... ........... ............ - - ---- ........... - - - - --------------------------------- ..................................... * --- - - -------- - -------------------------------------- - - - - - ------- - - - - - -------------------------------- ................................................ -- ----------------- .............. , ................................................................................................... .......... ............................................ 4+00 SAWCUT & REMOVE EX. IMPROVEMENTS; .................... I .......... :w ............................................................ ............................................................ - - - - - - -- - ------------------ - 8" SEWE"i"' ..... . 5" 41.50' RT. PROPOSED STREET ............ ......................... LIGHT DQ78 5+00 t)IA. U+,")Z.Zb SAWCUT & REMOVE EX. SAWCUT & REMOVE EX. NEW CURB, GUTTER & STA. 4+57.22 INSTALL PRIVATELY MAINTAINED IMPROVEMENTS; SIDEWALK TO MATCH EX. IMPROVEMENTS; SAWCUT & REMOVE EX. UNDERWALK DRAIN PER SHEET 12 NEW CURB, GUTTER & NEW CURB, GUTTER & IMPROVEMENTS; FOR EMERGENCY OVERFLOW SIDEWALK TO MATCH EX. NEW CURB, GUTTER & SIDEWALK TO MATCH EX. SIDEWALK TO MATCH EX. T 7.. .......... ...... ..... ....... ..... ...... ................ .. . ....... ............................ .. ............ . ........................................... .... . .. ......... - - - ----------------------- - -------- - ---------- - -------- ... . ................. .............................. ........ ...... . . . ...................... . ............................. "I'll", ..................... .......................... . . . ...... . .................. -- - - - __ . .............. ......... ..... ........................................................................ - - - - ----- - -- - ----- .............. .............. ....... . ... . ......................... . ...... A 4 A ............. ............ �v ...... ....................... ........... ..................... 4 . . ...... ....................... .. . ....... ............. ...... .... .............................................. ............ ...... ............ .......... .. ....... ............. ............ ......... ............ . ........ b cr-: ............ ;._; _- - - -- . ....... /, ..................... ................. - --------- ---- 4 v- .......... ... ...... ... ...... ...... ... 157- ...... ............... ....... _ ............. .... .... Ll A L �6 4 4 .................... _l/ -- - - I ................ ....................... ................ ............ - -- ---- -1 ............ T_\ .............. . ..... . 4 X ...... \.- ... . ................ . ............. . .. . .. ................... ...... ...... --------- ; . ... . ............... .... /,I C,4 A ........... J......... ........... .... ........ , ............ . . .. Ou Lv + �777)1 �l A m/ 77, 7 s, 7 < N 8 9 STA. 0+68.86 (t3 'EX. RIGHT-OF-WAY --TYP) G�, LLMI.T.. QF, WORK 41.50' RT. % . . .. go --y CO -DITCH TO BE'-,'-'-'-, % U . . . PROPOSED STREET ,'CONC. V P.11DESTRIAN. EASF-MEN ....... . ..... ... c STA. 3+19.79 4, "LIGHT DQ80 T11 ... .... �5' -SEPARATE� -W PRIVATELY MAINTAINED Lo 41.50' RT. 1011 % I . . . . . PROPOSED STREET . . . . . . 7 &. . . . . . . . . . . R-11, LIGHT DQ79,, & % . . . . . . . . . . . ZOO............ %% %%- ".2 SHALLOW SUMP . . . . . . . . . . . . . . . . . . . 10 14, 4 gm -4 4 gi gvxg rdggggg A ............. ... r;4 .... . ....... .. .... ...... ...... ......... . . . . . ..... . .... ..... ... ............. ........... Oil -7 �V. . . . . . . . . . . . . . . . . . . . . 4 . . . . 01 -0 125 Lo 4 11" STAIR 4 . . . . . . . . . . . . . . . '74 . . . . . . . . . 2 -'4 4 .4 ..... ........... 4 BUILDING A 5.00 ------------------------ . . . . . . FF=644.40 4 4 A LO 4 PAD=643.17 ........... 4 1 . . . . . . 0'. A .......... PS .... ....... .... . . .. -4 5.00 ........... ............ 0 0 ..... .. ...... LO LO ,-_j ..... . ......... '4 2, 4 L 'I ZTO Ll 4'_ Ll 45-'- L 9 ..... ......... . .. . 4 4 . . . . . ... . . 4' 4 '4 . ..... 'Ll 63 L91- .... . 1 .......... . . . ..... . Ll 62 A L ....... . ....... . .. A. 4 4- . ....... L84 9 4-- 4 ......... 4 .4 A U -10-� v A*- . ........ - - - - - - - - - - . ....... Ll 29, ... . ...... I . a .. )�O"o -4.5 4 -4 .......... 4-1. . 00, - . . . ---------- 11111-11111111m, x _vj�l� 4 ........... c . . . . . . . . . . . . . 4 4 . . . . . . LI A . . . . . . . &1.5� t�T 2" _u . . . . . . 4 4.- 5c 110 u Ll 1. 4 D.0 A .......... I I I 'IDS' -7 7 . .... . . . . . . . A� A 'qr A '4 A 4 C> . .. ...... . ........ TAgE-UI$, C) . . ... .... ......... . 0 . . . . . . . . . . . .4 - -------- ...... LO BUILDING F 4 4. 59 ............ Ll 65 Id L 7. 37' A A FF=642.87' 5.00:" L72 060 4 .. . . ...... .. 10.63'� A PAD=642.04 ---- - - - ------ ...... . ... . ........... ...... . .... . .... ... 0 . . . . . . . 0 0 cr- 0% 0s. lip A . . . .4 . . . . . . . . . . .4. z 7 0 ......... ---------- . . . . . . . . . ....... 0_ . ......... _j. < F- 5. 0 0' z , , . , , , 0 A L4 0 cl� .5. 0 Of 7" 00, . ... ....... .. . ... LO ............. 0 0 A IQ A -4, 4 TREAD F to . . . . . . . . . A 400 BUILDING B 11 STAIR 0) 4. FF=647.00 A- 0 4 4 4 00 A ool 4 PAD=646.17 5.00 f LO J v z A L53' r7 Z HORIZONTAL CONTROL & PAVING NOTES LEGEND: MATCHLINE SEE SHEET 4 CONSTRUCT 6.5" VEHICULAR PCC PAVEMENT WITH #4 BARS AT 24" O.C. E.W. OVER 4" A.B. COMPACTED PER SOILS REPORT SPECS. FINISH PER LANDSCAPE PLANS. EASEMENT LINE AIN CATCH BASIN CONSTRUCT 4" PEDESTRIAN PCC PAVEMENT WITH #3 BARS AT 18" O.C. E.W. OVER 0 0- PROPOSED FENCE LINE . . . . . PR PROPOSED AREA DRAIN NATIVE COMPACTED PER SOILS REPORT SPECS. FINISH PER LANDSCAPE PLANS. __j (D CONSTRUCT 3" VEHICULAR AC PAVEMENT OVER 6.5 A.B. COMPACTED PER SOILS x .......... REPORT SPECS. AIN LINE V) < a4 CONSTRUCT 4 FIRE VEHICULAR ROUTE AC PAVEMENT OVER 6.5" A.B. COMPACTED =Z::> AIN DITCH PER SOILS REPORT SPECS. PROPOSED FIRE LANE LIMIT OF WORK ICAL TRANSFORMER, PER DRY UTILITY PLAN. Li GB 0 EAK 0 0 z Li @6 STRIPE STANDARD PARKING STALL PER ARCHITECTURAL PLAN. SHOWN FOR 0 c PROPOSED TRUNCATED DOMES 0 3 - 0 0 INFORMATIONAL PURPOSES ONLY. ................................... ................................... (D STRIPE A.D.A. ACCESSIBLE STALL AND ACCESS AISLE PER ARCHITECTURAL PLAN. ......... . . . ................. . ...... . . ....... ....... ... ...... .......... .. ................... % ..... ........................ ..... ............................ PROPOSED ASPHALT PAVING SHOWN FOR INFORMATIONAL PURPOSES ONLY. ......... 0 I @ INSTALL TRUNCATED DOMES. ACCESSIBLE STALLS & ACCESS AISLE CID 00 PERIMETER FENCE PER BUILDING PLAN. ESURFACING 0 Ej CALL BOX PER BUILDING PLAN. PROPOSED BUILDING TRENCH RESURFACING PER CITY OF BAKERSFIELD STANDARD DRAWING ST -12 AND r RD DRAWING W-1 V) GMPHIC SCALE CONSTRUCT PCC STANDARD COMBINATION SIDEWALK PER CITY OF BAKERSFIELD STD. 20 0 20 40 0 DWG. ST -5. CONSTRUCT 6 TYPE "B CURB & GUTTER PER CITY OF BAKERSFIELD STD. DWG. ST -1. < (IN FEET) 0 If 0 CONSTRUCT 6" CURB PER DETAIL 9, SHEET 2 DRY UTILITY DESIGN BY OTHERS, SHOWN FOR REFERENCE ONLY. 1 = 20' PRIVATE CURB DATA - LINE TABLE LINE LENGTH BEARING DESCRIPTION L38 138.78 S000OO'OO"E 6" CURB AND GUTTER L55 14.73 N90000'00"E 6" CURB L56 26.75 S000OO'OO"E 6" CURB L57 11.00 N90000'00"W 6" CURB L58 7.00 N90000'00"W TRANS 6" TO 0" CF L59 7.00 N90000'00"E TRANS 6" TO O"Cu- L60 6.00 N000OO'OO"E 6" CURB Ll 17 9.00 S000OO'OO"E TRANS 6" TO 0" CF L63 7.00 N000OO'OO"E 6" CURB L64 11.00 S000OO'OO"E 6" CURB L65 45.00 N90000'00"W 6" CURB L66 13.60 N000OO'OO"E 6" CURB L67 0.62 N90000'00"E 6" CURB L125 10.33 S48000'00"W MEDIAN CURB L69 7.00 S000OO'OO"E TRANS 6" TO 0" CF Ll 27 7.00 N000OO'OO"E TRANS 6" TO 0" CF L71 18.00 S000OO'OO"E 6" CURB L72 63.00 N90000'00"W 6" CURB L73 15.00 N000OO'OO"E 6" CURB L74 22.65 S000OO'OO"E 6" CURB L76 5.38 N90000'00"W 6" CURB L81 5.38 N90000'00"E 6" CURB L82 1735 S000OO'OO"E 6" CURB L84 63.00 N90000'00"E 6" CURB AND GUTTER L85 18.00 S000OO'OO"E 6" CURB L86 0.50 N90000'00"E 6" CURB LI39 14.0 1 1%4uv vv vv vv 0 t-OUMD L88 7.00 S000OO'OO"E TRANS 0" TO 6" CF L90 2.00 N90000'00"E 6" CURB L91 7.00 N90000'00"E TRANS 6" TO 0" CF L92 8.00 N90000'00"E 6" CURB L93 7.00 N90000'00"E TRANS 0" TO 6" CF L94 20.00 N90000'00"E 6" CURB L95 11.00 S000OO'OO"E 6" CURB L96 7.00 S000OO'OO"E TRANS 0" TO 6" CF L97 7.00 S000OO'OO"E TRANS 0" TO 6" CF L98 6.00 N90000'00"E 6" CURB L99 6.00 N000OO'OO"E 6" CURB L100 7.00 N90000'00"W TRANS 6" TO 0" CF L102 11.00 N90000'00"E 6" CURB L103 18.00 SOOOOO'00"E 6" CURB L104 15.42 N89059'40"E 6" CURB L105 14.04 N000OO'OO"E 6" CURB L106 43.21 N90000'00"W 6" CURB AND GUTTER L107 116.95 S69049'31 "W 6" CURB AND GUTTER PRIVATE CURB DATA - LINE TABLE LINE # LENGTH BEARING DESCRIPTION Ll 08 9.04 S000OO'OO"E 6" CURB AND GUTTER Ll 09 7.60 S000OO'OO"E 6" CURB L110 115.54 S69049'31 "W 6" CURB L111 26.21 N90000'00"E 6" CURB Ll 12 48.00 S000OO'OO"E 6" CURB Ll 15 5.00 N90000'00"W 6" CURB Ll 16 12.71 N90000'00"W TRANS 0" TO 6" CF Ll 17 9.00 N90000'00"E TRANS 0" TO 6" CF Ll 19 15.23 N000OO'OO"E 6" CURB Ll 21 15.22 N000OO'OO"E 6" CURB L122 63.00 N90000'00"E 6" CURB Ll 23 21.00 S000OO'OO"E 6" CURB Ll 24 10.33 S48000'00"W MEDIAN CURB L125 10.33 S48000'00"W MEDIAN CURB Ll 26 15.30 N90000'00"E 6" CURB Ll 27 3.50 S000OO'OO"E TRANS 0" TO 6" CF Ll 28 7.00 N90000'00"W TRANS 0" TO 6" CF Ll 29 7.00 N90000'00"W, TRANS 0" TO 6" CF LI;JU l.uu NUWWW"t 6" CURB Ll 31 11.00 S90000'00"E 6" CURB 6" CURB C43 7.85 2.50 Ll 33 11.00 N90000'00"W 6" CURB Ll 34 8.40 N90000'00"E TRANS 0" TO 6" CF Ll 35 8.40 N90000'00"E TRANS 0" TO 6" CF Ll 36 0.89 S000OOI0011F TRANS 0" TO 6" CF Ll 37 9.60 N90000'00"E 6" CURB LI39 14.0 1 1%4uv vv vv vv 0 t-OUMD L143 8.00 N90000'00"E Of' CF L144 l.vv INZIV vv vv vv 1 mml,40 0 1 v v %..Or - L145 7.00 N90000'00"E TRANS 6" TO 0" CF L149I .%J%i I'lliju Vv %j%j vv I 1 14 %1 v I w v %.#I Ll 50 5.28 N90000'00"E 6" CURB L152 0.50 NOOOOO'00"W 011 CF Ll 53 6.90 N90'JOO'00"W TRANS 0" TO 6" GF Ll 54 5.00 N45000'00"E 6" CURB L155 5.00 S45000'00"E 6" CURB Ll 58 5.00 N45"00'03"E 6" CURB c:) I z Ll 60 32.46 N90000'00"E 6" CURB L161 5.00 S44059'57"E 6" CURB AND GUT L162 5.00 N45000'02"E 6" CURB AND GUTTER < %.0w-.0 w%w ��� PRIVATE CURB DATA - CURVE TABLE ff LENGTH RADIUS DELTA DESCRIPTION C24 W. -F -r 20.00 %09- 6" CURB C25 18.85 12.00 090000' 6" CURB C26 6.99 4.50 088057' 6" CURB C28 4.71 .3.00 090000, 6" CURB C29 4.71 3.00 090000, 6" CURB C31 9.42 6.00 090000, 6" CURB C32 18.85 12.00 090000' 6" CURB C33 8.98 2.83 181040' 6" CURB C34 18.43 24.73 042042' 6" CURB AND GUTTER C35 53.50 156.00 019039' 6" CURB AND GUTTER C37 50.42 39.13 073050' 6" CURB C38 21.10 17.77 068002' 6" CURB C39 15.73 10.00 090006' 6" CURB C40 9.87 3.14 180000' 6" CURB C42 11.78 7.50 090000, 6" CURB C43 7.85 2.50 180000' MEDIAN CURB C44 7.85 2.50 180000' MEDIAN CURB C45 7.07 4.50 090000, 6" CURB C46 10.99 7.00 090000, 6" CURB C47 11.00 7.00 090000, 6" CURB OFFSITE CURB DATA - CURVE TABLE CURVE # LENGTH RADIUS DELTA DESCRIPTION C48 31.42 20.00 090000' 6" CURB C49 31.42 20.00 090000' 6" CURB 6.9 *336 CITY RECORDS NO. z 0 U - (n z 0 En (n m 0 ui N w 0 D r I z r I cr_ Ld r I- 0 Ld (n 0 0- w Z) z w 0 LA_ LLJ (n D W 0 z 0 P Q Z) a 0 Ld cr_ :i C) (n 141 0 _j 5: 0 U) LL_ 0 Ld a- 0 w CL Ld r I— LLJ of (n 0 Z z V) z LAJ 0 I— V) X 0 0 LAJ LLJ 0 I-_ 0 z 0 Fn Ld _j F- 0 F- 0 LLJ 0 0- LLJ m uj m (n z 0 (n Q: 0 (n w 0 w w Lli z z (Cwr- C) LLJ a: I— Ld -i Q (n I- 0 z 0 a ui z 0 W z Li 0 LL. Ld -i m V) z 0 CL V) Lli w Ld m z U) W 0 I-_ U cr_ z 0 0 Li r F- 4/29/2020 4:00 PM I qT 114.9; RFPNAPn qT - r.PAniwr, 0 E E cco:) 0 0 C;) :Ll Ln 4-0 Ln V) tA W U ro U �.o r u r m 0 V_ ui N -ss/ LLJ z No. 84,364 cn U) z 0 U) w w 0 c:) I z vi (114 r_q < d j CL < Lij 00 0 Z < < Lu rl rn q w CL 0 �; g < Z uj Lu = z 0 z (f) I.- _j LL Z) U) 0 000 , U-) _-, j LJJ < 0 u - u 0 Z (D 0 z w CL UJI u 0 ce- 0 N Pfl*, '4 z -a 4, j Ai� X "011�1�;:�;� ,j NN' _a 2"; PROJECT NUMBER: 18-091 PREPARED ON: 12/20/2019 REVISED ON: 03/06/2020 PREPARED BY: KHD/ATR/GBG CHECKED BY: GPR 5 SHEET 15 OF 4/29/2020 4:00 PM I qT 114.9; RFPNAPn qT - r.PAniwr, O z W 0 uj 0 1 00 1-11 U) z n 0 z 0 NQ LL _j V) _j _j U) V) z W O ol 0 1 00 I-, 00 0 OW cr T_ U) O D 0 ......... H h TW=639.00,' F""', BW=632.50%, ........... 11 1 „ 3" T W =638.00 ...... BW=631.50 ......... ... TW= 6 37. 00 BW=630.50 D\ 14 TW=636.00, BW=629.50 . . ........ . . ............ TW= 635.00 BW=628.50 BW=627.50 U"4 b4b.uu, Lo FG L FG 0 : .., - .. .1 64E 646.61 FG Lo FG■ 0 V) Z6 H I 0.. .0, "tw) (n FS 646.27 Olt 646.27 645.85 646.26 rFG c -D ♦ 10. jff e/ g", sol �w ff I f /m AREA 11C .... AREA "D 2. ..... ....Hw. S RM A W, j is ff ' 116011 SHEET 8 EET 9 633 ff 632.00 FL r. 4% __,,.••-•632 f AREA Allj,,., ,,,,,., AREA B .. ff SHEET 6 SHEET 7 "d 'am, z, np _zg Z 631 .... ....... ............ . .................. / KEY MAP r... ........... 630 1 —150' . .............. . . . ........ 32 ... . ... X, O 2 ............ ......... ...... .......... I__ —0 —W 38.00 TW -6 EX. RIGHT F BW=63150 ................ . . . ......... ----- - - ......... .. . . .......... ......... . .... c./ ............... 628 NOTE: (629.74) ............. <i ALL WORK WITHIN THE PUBLIC RIGHT OF 6■ .. ..... FG WAY SHALL BE COORDINATED WITH THE .. ..... ..... ... . ...... ...... ........... ............. CITY OF BAKERSFIELD DEPARTMENT OF ... ...... ...... .... ...... ....... ........ ....... ............ .. ...... ...... ...... PUBLIC ..... ...... WORKS PER SEPARATE PERMIT ............ I .. I'll, " ... ..", .... ...... ..... ..... . ..... ...... ... ...... ..... ....... . ..... E .. .... . ... ..... ........... E -------- . ....... . ......................... - - ------- . . . ..................... . ........................... CITY OF BAKERSFIELD •.. ...... ...... ...... . ........................ E - ----- .............. . . . .................... ........ ........ - - - - - - --------- E ..... ... ...... ..................................... ........ .......... - -- - - -- .. ...... .. ff I 2"m= .... . .... .... .... . .... .. ....... ... . ........... . ..... . ..... ...... ..... .. .. ...... ..... 7 .. . ......... KERN COUNTYff ............ ...... ........... . ..... _ .. . ..... . ..... o ......................... ....... ....... 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BEARING LENGTH DESCRIPTION SLOPE 3 S8891 1'23"E 89.13' 6" PVC 4.0% 49 N31 °17'56"W 35.39' 6" PVC 1.0% 50 NO*04'1 2"W 416.40' 6" PVC 1.0% 68 N45000'00"W 11.13' 6" PVC 1.0% 69 N0000'00"E 53.92' 6" PVC 1.0% LEGEND: S3......... . ................................... W M w ml-olftlol EASEMENT LINE PROPOSED PROPOSED SEWER MAIN PROPOSED GB MAIN PROPOSED FIRE SERVICE MAIN PROPOSED FENCE LINE PROPOSED BLOCK M w ml-olftlol EASEMENT LINE PROPOSED PROPOSED SEWER MAIN PROPOSED WATER MAIN PROPOSED FIRE SERVICE MAIN PROPOSED FENCE LINE PROPOSED BLOCK WALL PROPOSED SEWER MAIN & MANHOLE PROPOSED STORM DRAIN LINE PROPOSED STORM DRAIN DITCH LIMIT OF WORK PROPOSED GRADE BREAK PROPOSED WHEELSTOP PROPOSED CURB & GUTTER ACCESSIBLE STALLS & ACCESS AISLE PROPOSED SEWER CLEAN—OUT PROPOSED STORM DRAIN CATCH BASIN PROPOSED AREA DRAIN PROPOSED FIRE DEPT. CONNECTION PROPOSED SEWER SERVICE PROPOSED WATER SERVICE PROPOSED FIRE HYDRANT PROPOSED CONCRETE AREA PROPOSED TRUNCATED DOMES PROPOSED ASPHALT PAVING PROPOSED TRENCH RESURFACING GRAPHIC SCALE 10 0 1.0 2 ! 0 (IN FEET) 1"=10' 6.9-336 CITY RECORDS NO. z U-1 O O 0 z 0 U) W O _j CD O W N ry 0 D z r cr_ u.j U) 0 a. of D a. z cy- 0 U - U -1 (n D of 0 z 0 D 0 0 cr_ a- ui of ui 0 _j U- 0 0 ui r ui of Z of Oz (n z uj 0 _j __j 0 r 0 Q.0 F - UJ 0 D 0 r z W 0 _j 0 O ui 0 CL u.j Ix ui m _j _j U) z 0 cn VCJ0 Of 0 U) x 0 ui z z W 0 ui r ui _j 0 z O O z 0 U) z O _j _j ui _j m U) z 0 0- (n UJ w W m 0 z U- W W V) x 0 F - z 0 0 W a: F- 4/29/2020 4:01 PM 1 CT 77Ar, MC*DKIADr% CT — nDAnlKlr4 C C Li 0 c I a C C C U 3 F Ls F U Li Q Li c C Li 4/29/2020 4:02 PM 1 CT -A-AAr% PF7PKIAPI') CT — ('lPAr)IKIC-% 0 3: a 7; < -i a- 0 z E < x 0 Ld L/) C) LLJ x 0- 00 - (7) 0 1 00 1-11 (f) z < -j Q- 0 z Ei < x 0 I--, 0 0 I-, -j > 5 - 1-11 V) -i -j -r F- U) < uj F- < (/) Ld 0 z uj 0 (f) W W F) 0 1 00 11-1 00 C) 04 I-, 0 Ld x < r (/) 1-11 0 D 0 -j Q -i < 0 0 1 1-11 A MATCHEINE SEE SHEET 10 m m m m WIN ® ' ... ... .. ® - - .M' mm ml� AIIIIIIIIIIIIIIIII /m /=/NW IIIIIIIIIIIIIIII, m ; I I . .. .. - ' . - I.. . ...' ..' .'=�� M on ... /m/IIINIII,m 1101 0111 ® . .. 1. 11 : .i'': . .. - . . . .... - "" .... .:.- - ...' 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I . --�- INV 642.48 -J -:-. -/ ,,645.95- .. "', A . ;-'.'�- /,;, ; . 0, FG . �/ - I 0 -PROPOSED �. C� . � . : - - :,. �� ... . " I ; � " ,-.,; � rlj'�' � "" . " to -, .: I . . .. �. .1 - . ..' 1:. .: . - -�' . .. --'. 0 v . I .. ... -.- --*1 -�' ...� . -.- - .-I � I - r .... 11'� .... ? ".t' " " -� ...... � ----- � ... �' I '�' . . . 11 . -- / - 00 ' (O - C�. - . . . , " " "'a "'I'm � I ' 32: - FG / r / 00 < - , - 0 -, '-, ..:. --'�-- , ;,"-''1.'-'.., , ; '� ..... FG :- I � , - ...... , " � .! , � .� � .;� < ..... i . "'/ 11 V , , ""', f'.�'� ; �' : . . '-.- � .- .m N . . - . .... - - .. . .1 . d.m - , , ,;'.. 114. ... ..... ..... "I', -.- . I .. I -.- %` -.1 11� 0 - I .. . �111 .. " - I ,- ... .:. �4:, ... ... :1 . � N I �' -" ","--,, i ;` .. I . . . . .. < " , .. BUILDING D '14- 0 . 00 (O � , � rt -0, '.. , -, , BUILDING D BUILDING D " ...... 'A;U " - - - - .. .. . ... ..:. ..... (n --'� I .1. . ... . - -' ".. � �' ;� I / .. In %'�. .". . I - ,..'I '-..-' 0) L.L--.", .4 - 6 cn -q- - - 'i i.;. , . . . I.... ... . . . .. ... . ,;---,. ? f 1'.�--.' ;� . - ..", *4 .* .... .... -.-'. .:. , , ,,, '?J j. , . ".. . " , . �- , % .. . .. , I (O (0 : '�.. I '(10 . . . ... .. .. '/ 1- - ..... .... ... ..:. .'..' -.- ..... %'. ,:.` A. ... - 0: ,It 1. (01 - u- � , I . . I,.- I . ... - .1. � - . . . . - " V) 'q V) '-4- * - - ' ' - ' ' I. � I " --.. ' ' ' ' - - - ' ' ' ' ' ' 7 I 7 7777 ' 177 �--- I ' * - 7 71 7/ 7 7,T/ ' I & A . - � T1--1)17 .. - ' - , I , I -:-F / I , - - - - , I ' . 64 1 S I" .. "F � I I I -..I- .... .... - 6 / � I1 51 Lr �FG-/ F( ..b / ' I � I -- - I 1 p PFS ,� 1� R I/ �; f X f /] C14 '\ j Li X / , -1 !" I 0 �T--+' 16 JIE��� S , .. ��i - " D " _ . - ... I . � - � I , I . .. I ...... . . .. I 1 \ I . _ '�. _ i - ---- - i I : < ..' -*1 I .'... I',! � ' ' 6 I I' ; I,.' I, ' ' "' ' - FF=646.94 u- co(D .. - 646.94 ;? ........... ,�.' : / FF=646.94 ,J FF=646.94 ""', -""---1.' � ,-, 5 if- / L (0 "'J" .......... i - -;` ��' " '� "' ':' ' 646.27 i 1� ......... I I - - is co..'.(D' ' , - .... -q-1 ., - .. I - ; - , t " . . . ' .. � , -, 646.27 .. I - I I '' ... I - - -:� .A' " ,.:.* ...' ..... .:" ..-., DS - ..... - .. -� 1. %m '. 1:1 .'. I --.,-') �,-' , I ... , .. - . .'. I - 0 PAD=646.11 � : I I , . 11 I, ,�� - . 16 PAD=646.11 I i L" ' I ... "'T.'; .......... � . �' X, .16 flo PAD= 646. 1 1 - ' . - . .*/ ..... .- ... - . - '. ... - . I - FG I . . - �. , :1 .. ".. 3 -- - � .... I .1 I I FG A/ � I :: ... / ....... �' I I --- 7 \ -- -- -.1 I - I 5f , � I g" I _-� . : ! , . . . . .. . ,-I ... .' " ." ", .1 I.:,. - - 14. ,I ' .;. .... -, - - - I : .. . -, .1 . I - " "' I � : A< - : 5. I . ; i. .11 . �. .. I :m m r.j/ m iim� m IIIIIIIIIIIIII M!: IIIIIIIIIIIIIIII, INS' MA 1, - ..- ..' - -- � , . . mm,iiiiIIIii-.11111111111111111 WE 1011 ON Ii/m Aii; EE' E® i MATCHLINE SEE SHEET 6 CONSTRUCTION NOTES 0 STAIRS PER BUILDING PLAN. 0 LANDSCAPE PER LANDSCAPE PLAN. 0 CONSTRUCT CONCRETE FREE STANDING PRIVACY WALL PER ARCHITECTURAL PLANS. DRAINAGE CONSTRUCTION NOTES 0 CONCRETE DITCH PER DETAIL 1 SHEET 2. 0 AREA DRAIN PER DETAIL 2 SHEET 2. ( CONCRETE HEAD WALL PER JENSEN PRECAST "HEADWALL SINGLE PIPE FEDERAL S STANDARD 601-4 WITH RIPRAP SEE SHEET DETAIL SHEET 13 LEGEND: SEE SHEET 6 0 STORM DRAIN DATA TABLE I NO. BEARING LENGTH DESCRIPTION SLOPE 11 N90*00'00"E 44.71' 6" PVC 5.0% . 13 i NO*00'00 low 15.29' 6" PVC . 5.5% 15 N89"26'56"W 43.28' 6" PVC 21.9% 20 1 N90000'00"E 37.24' 6" PVC 10.0% 21 NOOOO'00"E 14.20' 6" PVC 5.0% 22 N90000'00"E 49.85' 6" PVC 1.0% 23 NO"00'00"E 18.00' 6" PVC 1.0% 24 SO*00'00"E 18.00' 6" PVC 2.0% 50 N0*04'1 2"W 416.40' 6" PVC 1.0% 53 S0*1 2'1 5"E 1 12.77' 6" PVC 1.0% 69 1 N0000'00"E 53.92' 6" PVC 1.0% 70 N0000'00"E 23.60' 6" PVC 1.0% 71 N90*00'00"W 21.21' 6" PVC 1.0% - 74 N90000'00"W - 49.72' - 6" PVC 19.2% i ...�...�-''.;..1A1.,""-"".. "� --�--r-�----mr....7"AREAG" " �! ... "'."111?':'A4�-""--' ""I'l�11,K�<111<1�rle�VIII,��ll!velllll- -,- -It- fld .1 .. SHEET 12 m � a � I'll r111 E'1A REA 1f 1 . SHEET 10 K"112 M 11411111111111'�601 -, - �". -.." - iL ... I... All - '11111--l' % K AREA "F" I SHEET 11 1 1 1 1 1 ' I I I j ' , .. , , - - I AREA "D" SHEET ,-, 9s1 '.I -,� ��" "J � I � � NER INJ., - I - I - M-1--, - 11", AREA "All1jjjjjjjjjij/ji,-I-,.,..., AREA "B" I...�.... , �5I i SHEET 6 SHEET E 1 If !Oto"51105/15�55---- � . � KEY MAP 1 "=150' GRAPHIC SCALE 10 0 10 20 i i I I (IN FEET) 1"=10' 6.9-336 1 1 CITY RECORDS NO. I z uj a 0 co x 0 I.L. V) z 0 m ui 0 =I > 0 U) -i F- < >- m 0 W Pli Q� 0 1: F- D < F- < m F - z < m F- fr- 1.1 m 0 W m 0 CL x D a. �- < Q� 0 u- ui m D cif 0 z 0 �- 0 D 0 0 x Q. ui of z 0 U) W 0 -i > 0 (n < -i F- < u- 0 �- F- x ui Q- 0 Q� CL W r F- W W < U) 0 z 3: < Of 0 0 z m z 0 (n W a -i -j < 0 F - (n F- 0 cr- �- 0 0 W 3: F_ >-: < -j U -j 0 F- :) 0 a: F- 3: z 0 (n W n -i �;; 0 m < -i F- < 0 F- 0 F - x 0 a. uj x U -i m -j -j < m m (n z 0 U) U) m 0 of 0 V) Of 0 cr x W < I 0 z 3: ix a W a: F- W -i < 0 V) F- 0 z 0 0 (A z 0 U) z W m- 0 -i -j < I re 0 I.L. W -i m (n z 0 a. (n W ry ui m 0 z < r L- ckf W > -i -i < X: V) W 0 I- 0 < Q� F - z 0 0 ui r 4/29/2020 4:02 PM T - r-PANNr- O 0 z cr- 0 Li (n o) 00 / V) z 0 z U) U -i U) ui 0 z W ui 00 7- 00 0 04 u.j cr- r D 0 -i O 9 < . ... .4 00 cvo Lj < 644.31. TC" 4 STE P S 643.81 F8' 7 HEIGHT 644.45 TC 64.63.95 F U) ui � �1 ���, � .o ff LLI ■ 644.81 LENGTH DESCRIPTION SLOPE FS1. N0000'00"E W 8" PVC 646.33 Lo C3 1% z 10.55' FG 5.0% 11 ■ pq C5 6" PVC 5.0% 16 P4 co z 100.64' 12" PVC 0.5% 17 S88*48'55"W 10.55' 6" PVC 646:8.9 gggo < 68.25' 6" PVC 6.4% 26 N 0*00'00"E P-4 ;.;. .1.5 111, w- 0.5% 54 S89"46'27"W 645.26 6" PVC 6.1% DS 10, 15.72' /A -7 ."..,'646.33' Y STEPS NO*00'00"E 646.27J/ FG HEIGHT 57 FG SD 6" PVC 5.1% ■ 33 645.5 7 TG 8.87' 6" PVC 5.0% 4 E 638.46 ..... 27.28' 6" PVC 2.0% 645.19 00 ■ 645.2.9 645.04 �FS' FS 1.5% E 646.273'•s EF --l" o) V). 0 u - U) ui � �1 ���, � .o ff LLI 6 BEARING LENGTH DESCRIPTION SLOPE .1(0 N0000'00"E W 8" PVC 0.5% Lo C3 1% z 10.55' 6" PVC 5.0% 11 646-27/ 44.71' 6" PVC 5.0% 16 NO"00'00"E 100.64' 12" PVC 0.5% 17 S88*48'55"W 10.55' 6" PVC 646:8.9 645 . .24 < 68.25' 6" PVC 6.4% 26 N 0*00'00"E 71.77' ;.;. .1.5 111, w- 0.5% 54 S89"46'27"W 645.26 6" PVC 6.1% 55 FS 15.72' /A -7 3 STEPS NO*00'00"E 646.27J/ 7" HEIGHT 57 FG 59.34' 6" PVC 5.1% ■ N63041'32"W 8.87' 6" PVC 5.0% .645.35 FS S15°53'51 "W 1 -.3 1 646.27 644.81 TC 44,31 FS o FG- ------------- z - WOW - 0 0 luo/64;r83 Tc, DS o 644.33 FS X44,90 TC 1U2. 644.4*01--fs' 6.45.35 645.36 645 'o FS m FS . ......... 0(5)-j o 0 40 1.0%`----46451.40 FS . -..,45.28 -7----7 ------ FS ... ..................... FS 1 645 71 T 3 639.37 1 E 638.84-"' M. "'646.94s I E . .. . ....... ggggm ''f as FG I INNZ', 4 ME .... . . g�!g c� 1 ■ ........... .. ...... 11,11 01 2 n,2 1� 644.72 FS -mg 1 M I I I I ... ...... . . ....... 644.66 644.59 11111g 'M vFS,, g . .... .... . .............. FS ... �NZ.� 77- -- ----------- 7 ----------------- 644.76/ 2.079 ",o 5 o -my m 644.5 "'0.7% '641-.15 -,gg, In, irmial"I's FS 0 CONSTRUCTION NOTES STAIRS PER BUILDING PLAN. LANDSCAPE PER LANDSCAPE PLAN. (D INSTALL PARKING STALL SIGN PER DETAIL 7 SHEET 2. TRASH ENCLOSURE PER BUILDING PLAN. O CONCRETE ACCESSIBLE CURB RAMP. DEEPENED FOOTING. 0 CONCRETE PAD PER ARCHITECTURAL PLANS. DRAINAGE CONSTRUCTION NOTES 0 CONCRETE DITCH PER DETAIL 1 SHEET 2. G AREA DRAIN PER DETAIL 2 SHEET 2. S SIDEWALK UNDERDRAIN PER CITY OF BAKERSFIELD STANDARD DRAWING D-20. LEGEND: SEE SHEET 6 0 STORM DRAIN DATA TABLE NO. BEARING LENGTH DESCRIPTION SLOPE 4 N0000'00"E 55.90' 8" PVC 0.5% 7 S32*02'38"E 10.55' 6" PVC 5.0% 11 N90"00'00"E 44.71' 6" PVC 5.0% 16 NO"00'00"E 100.64' 12" PVC 0.5% 17 S88*48'55"W 10.55' 6" PVC 10.0% 18 N90*00'00"E 68.25' 6" PVC 6.4% 26 N 0*00'00"E 71.77' 12" PVC 0.5% 54 S89"46'27"W 65.01' 6" PVC 6.1% 55 N90000'00"E 15.72' 6" PVC 5.0% 56 NO*00'00"E 8.69' 12" PVC 0.5% 57 N89*46'08"W 59.34' 6" PVC 5.1% 58 N63041'32"W 8.87' 6" PVC 5.0% 59 S15°53'51 "W 27.28' 6" PVC 2.0% co 1.7% rpj oo ch d 645.09 645.16 FS 645.16 7 644.73 -1. 0% FS FS FS 644.51 644.51, 643.09- ....645.0 217 FS FG FG FG c; T 644.51 FG 644.51 4�1 13 FS 642.73 DS DS NEW--- I FS 0 AREA Gll 164451. ... 644.51�S HEFT 12 JIFG ..:.FG CY/ to PROPOSED ..........,n, . ..... . . . ................. ...... BUILDING E ..Y -,6 '41 AREA "Ell FF=645.18 FG 2:1 AREA "Fll sr �V PAD=644.35 A SHEET 11 SHEET 10 .:D 644.51 T 1 o. "Y (o r-,: 00 0) (o q- -q- ... .... Cif (D CO CO AREA 644.00 IC DS - 0 z 0 z 0 LLJ 0 LLJ w a. 0 00 z 0- 0 z ry 0 _j C) __1 V) _j _j U) LLJ F- LAJ 0 z LLJ Ld 00 I-, 00 0 04 LLJ r D 0 _j Q Q 0 0 omm ME MEE m TW=61 .00 BW=626.50 X�_ (627.62) FG (627.51) FG MATCHLINE SEE SHEET 12 631 34 r_w ... ..... . ..... .. . . ..... ...... 632 633 .............. ......... ............. .......................................... .......... . ............. 7 ..... .... �,, .... ...... ............. . ............................... . ................... ................. ............. 35 .. ...... ..... 36- 637 7=.777� ... ....... 638 .. ...... ...... ..... ...... ...... ...... . . . . . . . . . . . . . . . . . 639 _ ............. ............................ .......... ................... . ...... .... ... :643.70. 6 4 3.13 F FG 4-1 1=641 .50 6 k, 41 41 Y .... ....... M...... . ..... ....... .... w 643.45 643.00 TG 33 642.82 p .639 84 IF FG /H ...... .... 39.15 IE ................ .. ..... 638.75 . ....... .......... ...... . ............. . . .............. 0 ...... 2.1% 3 1.5 1.3% % 3.7%. .. ........ 2.0% F 643.73 '643.73e' .. ...... 643.73 643.73 DS D% 3. ... ... ..... ... F G ts FG� ....... FG 0 ..... ........ 638.90 cv. ..... ..... IE /---643.73: ,643.73 ...... ...... 643.73 4 FO FG . ..... 643.74 ... ...... 643.73 DS ...... S 0., 0 FG FS 643.22 .............................. 643.76 ....... ........ ...................... . ........ FS cl 643.75 643.73' C14 643. 4 S FS FS . ........... .... ..... . ...... 75" c*4 FS FG ..... ..... 1_% D 0 ..... .... . ..... GB D .......... 644.38 64,38 ...... ... - - __ FS 4��,�4 4�.3 8 4 644.38 FG 643.52 PROPPSE 4 .... ..... ..... ...... ..... ..... .. ..... ..... ..... ..... . PRP.P. OSED < FG/Hp ... ..... ..... ,-PROPOSED ...... FS BUILDING, .,A: BUILDING BUILDING FF=644'*40 FF=644.40 /FF=644."40 .644.38 FS 644.38 PAJ1=643.57 .. ..... ..... ...... . ..... ..... -"643.57 ..... -PAD=643.57 2:1 FS 4 644.38 644.38 4 -.6 3.49 644.38' 644.38,,, FS /644.38 ...... <11 "" . 644.38 4 FG,/ FS. -- F -ps 4 643.73 643.73 643.73 Z FG r 643.73 FG FG FG ....................... ....................... 04 04 <7 43.45 :4 643.73 /6/ 643.70 643.63 6 FG ui 43.70 -4 FG, FG 643.35 TG FG 0 43.73 FG 643.48 639.62 IE 643.26 TG FG 0 4 643.7 FG 643.�l FS X �2.89 TG 643.73 U) 0 643.54 /c� 0 640.Ob IE 1 TC 638.71 Ljj uj 6 D S '643.7 643.36 3 ou `644.01 -643.73 ps 643.73 0 39.43 IE FG FS I FG:. FG on 7 ..... .... .... . .. . ..... . .......... . . . ..... 0.5% FG '643.2 643.67�' FS 4 (o uj 4 ... FS -643.18 TC 644.1 U/ 643.72 643.49 643.62 643 - 43.69 z <4. 642.68 F 0.6% -G Sr) 64 0 r FG F FG 4FS S 4 FS --GB-- GB. B 64328 TG 4 77 TC \,iJ6 4 3. 8 9 4 .4 M 4 1643. Lo Lo 31 - o-9 % OLO 000 4 7.1% -643.27 FS' 000 -It ___a4w_ //639. �7.4 644.07 FS 000 GB SD 3�u 4 FS 643.62 4 14 �64 '+;' : "; 0.6% 0.8% `4 ........... .............. 4 . . . . ...... Lo Lo 643.13 643.10 FS ...... IF ................. 1, 00 ......... '100 TC� -643.55 FS1- t6 43.6 0 T X T S V) 14- V) 0 543.05. FL . ... 141- 4' 6 43.10 FS TR N (o u ;4 (o U_< .......... 4 644.51 TC 3.05 4 . .. ........ ..... . ..... .... ....... . ... ........ ....... . . "o . . ... .... 646 ...... 0, 644.01 FS .33 IE ............................ ... ........... ................ . . .. ..... . . ......... Ic! 4 ...... .. 4 .... ......... 0) . .... I 4 33 TC 644. 6\0 M ................... .. . ..... . ....... ..... .... . .... .... ...... ......... . .............. .. . . ......... .. ........... .. ... .............. :643.83 FS B AREA. 44 . .... . ... . . ....... 4- . ..... .. ..... . . ...... . ... .......... . .. . .. ..................... . .. .... ... . ............................. . ........ ............. ........... ..... ....... ...... \0.8%' ",55 . .. ... ... .......... to .... .... . .... . .. ......... ........... ....... .. .. 4 . . ...... ....... . . . . . . . . . . . . ... . .......... . . ... ....................... ... . ....... ....... . ........... . ......... . . . .... 4 ......... ......... ........... ....... . ... . ...... . . ...... . .. ....... . . . .. .... ... .......... ... .. ........ ................ ........... ..... .. ........... .. . ...... .. ......... I . ..... ... . .... . . .... . .... ...... . I I I 111....................................... ......... C2 . ... . . .. .. . .. . ... .. . .. .... 6-4, ..... . ............ ... ..... . ... . ..... . . ... . . ....... 4 4 ...... . ..... .............. .......................... ............ . . .. . ... . . . ....... . .... . 4 4 .... . .. ......... .... I ....... . ..... .......... ......... ... .. .. .. . . .... ...... ..... 645.05 TC . ............ gg ........ ... ............ 9 . ........ . . .................. ...... ...... 0 ------------------------------ 644.55 ...... . . ..... 000 . .......... 4 I ......... . ...... ... .. . 11 1 4 . .... 4 ....... .... . . ................ . ........... .............. ........ .. ..... . ......... .... . . . . ......... ...... cn 0) ................. 1 - 'ININN 11 I - -q- V) c .......... ............ ........ .. . .. ......... . ... . ...... . . 4<' TREILIS 4 ... . ............ ..... L6 44 ... ...... ...... ....... . ... . . . . . . . . . . . . . . L0 'I .... ... .. ............. .. (o 646.44 45.49 TC ......... 646.02 T 646.02 '7rz _z 6 646 07 '642.91 1 FS-' -11,11.4 ---- --------------- ......... 644.99 FS FS . ........... -FS 4 ........ `645.54' ...... B .645.7 A 5 m 645.8 % F .2% 2.1% -S. A FS '646.3 ... ... 16 1642.46 '64 645.95 TG 645.98 4 TG: A 3 G8 GB as 7 1 E. : .:, 1QA -,as u as as 7 as 645.90 646.25 646.17 646.1 ITS '46 645.56 FG 4 FS F 4 G /FS -646.33 646.33 646.33 u� 33, I k, ..646. OX 646.2 ...646.33 '9 �G DS D% FG 646.50 0 FG -FG 2:1 2 1 FS FS' 646.30 _j/ 71 71 FS low m m NNW ml� "Im MATCHLINE SEE SHEET 8 CONSTRUCTION NOTES STAIRS PER BUILDING PLAN. LANDSCAPE PER LANDSCAPE PLAN. CONCRETE FREE STANDING PRIVACY WALL PER ARCHITECTURAL PLANS. TRASH ENCLOSURE PER BUILDING PLAN. CONCRETE ACCESSIBLE CURB RAMP. DRAINAGE CONSTRUCTION NOTES 24" X 24" PRECAST STORM DRAIN INLET. PER DETAIL 8 SHEET 3. CONCRETE DITCH PER DETAIL 1 SHEET 2. AREA DRAIN PER DETAIL 2 SHEET 2. GCONCRETE HEAD WALL PER JENSEN PRECAST "HEADWALL SINGLE PIPE FEDERAL STANDARD 601-4" WITH 12" DEEP RIPRAP (SEE SHEET DETAIL SHEET 13) LEGEND: SEE SHEET 6 n STORM DRAIN DATA TABLE NO. BEARING LENGTH DESCRIPTION SLOPE 33 N89*40'30"W 103.09' 6" Pvc 1.0% 34 S89020'06"W 45.11' 6" Pvc 1.0% 35 N85023'09"W 26.12 0 6" Pvc 1.0% 37 S0,000,001PE 11.40 p 6" Pvc 5.0% 38 S89059'57"E 63.98' 6" Pvc 2.0% 4u N50*1 8'1 3"E 13.40' 6"' Pvc 2.0% 50 N0004'12"W 416.40' 6" Pvc 1.0% 61 N89023'45"E 39.99' 6" Pvc 1.0% 63 SOOOO'00"E 8.56' 6" PVC 2.5% 64 N0005'56"W 39.49' 6" Pvc 38.1% 65 S89*1 4'59"W 66.97' 6" PVC 1.0% 31043'16 8.14' 8" Pvc % 72 NO"26'25"E 54,14' 6" Pvc 1.0% 73 N41*16'33"E 14.28' 6" PVC 1.0% 88 N90*00'00"E 21.43' 6" PVC 2.0% --AREA "G" SHEET 12 Law," �111 f -SHEET _1-0 AR EA 11F SHEET 11 "I Id AR'fDff SHEET 9 -A - AREA "All, ,,,,.,,AREA "B" I I SHEET 6 SHE ET 7 I KEY MAP 1 " 150' 10 0 1 0 2 0 (IN FEET) ill = 101 6.9-336 CITY. RECORDS NO. :2� co ry 0 U- T z 0 U) _j in 0 z X: ui 0 Lij U) D z 0 LL_ Ld W D ix 0 z 0 D 0 0 Ld uj U) _j l- U - 0 ce Lij CL 0 011- a. Ld r F_ LLJ ry U) z V) z 0 W Ld _j 0 U) _r 0 LAJ _j Ld 0 t �3: z 0 U) LAJ 0 _j 5: 0 0 _j 0 F- 0 Ld 1 -- Of L 0 0- uj Q� LIJ co _j _j U) (n z 0 U) 0 x 0 u) 0� 0 x Of Ld z z Ld T_ F - _j 0 0 z 0 0 0 z 0 U) z LIJ 7j w 0 LL. Ld V) z 0 (L W LU ir LIJ cn 0 z LLJ _j _j a: U) W 0 F - z 0 0 Ld 4/29/2020 4:04 PM 1 I;T RFRNARr) RT - r.RAnmn 9 0 z Q J a z 0 Q w V) w 0) O 00 / z a J d z 0 a i c� a / _\J U N J _J _ H Q w F— u) — 'a V J Li U z w 0 u) w rn O 1 00 i 00 0 N 0 w Q V) / 0 O J U J a U O J U MATCHLINE SEE SHEET 12 -------------- ...... ... 633 ., 634_` 643.7 3 .... ,....6.:: ..... FG CDI ..................... W w Z W . W DS 643.73 UJ FG.-- Z G:::T 643.56 ®I : FS T � v Q - _ SD .-� RAR r) C;- Tr_ MATCHLINE SEE SHEET 9 CONSTRUCTION NOTES 0 1 STAIRS PER BUILDING PLAN. LANDSCAPE PER LANDSCAPE PLAN. 20 0 3 CONCRETE FREE STANDING PRIVACY WALL PER ARCHITECTURAL PLANS. 4o TRASH ENCLOSURE PER BUILDING PLAN. 5o CONCRETE ACCESSIBLE CURB RAMP. 6o DEEPENED FOOTING. 7oDRY UTILITY DESIGN BY OTHERS, SHOWN FOR REFERENCE ONLY. 8o CONCRETE PAD PER ARCHITECTURAL PLANS. DRAINAGE CONSTRUCTION NOTES 30 24" X 24" PRECAST STORM DRAIN JUNCTION BOX 31 24" X 24" PRECAST STORM DRAIN INLET PER DETAIL 8 SHEET 2. 32 CONCRETE DITCH PER DETAIL 1 SHEET 2. 33 AREA DRAIN PER DETAIL 2 SHEET 2. 34 CONCRETE HEAD WALL PER JENSEN PRECAST "HEADWALL SINGLE PIPE FEDERAL STANDARD 601-4" WITH 12" DEEP RIPRAP (SEE SHEET DETAIL SHEET 13) 35 VEGETATED SWALE. LEGEND. SEE SHEET 6 Q STORM DRAIN DATA TABLE NO. BEARING LENGTH DESCRIPTION SLOPE 26 NO°00'00"E 71.77' 12" PVC 0.5% 27 N90°00'00"W 16.50' 6" PVC 10.0% 28 NO°00'00"E 43.79' 15" N12 HDPE 0.5% 29 S89016'29"W 10.35' 6" PVC 10.0% 30 N0900'00"E 14.21' 15" N12 HDPE 0.5% 31 S83`05'24"E 66.48' 6" PVC 5.0% 32 S1 °15'09"W 67.38' 6" PVC 5.0% 33 N89°40'30"W 103.09' 6" PVC 1.0% 36 S89059'57"E 20.91' 6" PVC 2.0% 43 SO°00'00'E 20.12' 6" PVC 1.0% 46 N4°08'13"E 79.97' 15" N12 HDPE 0.5% 48 N68029'1 8"E 180.99' 15" N12 HDPE 0.5% 62 NO°00'00"E 93.57' 8" PVC 0.5% 66 j NO°00'00"E 40.94' 6" PVC 32.8% AREA "G" -SHEET 12 L AREA " T" I, SHEET 10 ltr.; Vii,; I ss ii" AREA "c" ,SHEET S AREA "F" SHEET 11 , I mm'; �_lW]i SHEET 9 "A",.,,,::.;AREA "Bit 117"AREA %1,,,,%,,,U,,,; SHEET 6 SH ETT 7 KEY MAP 1 "=150' •�Ya i ✓� b4 Y GRAPHIC SCALE 0 10 20 (IN FEET) 1" =10' 6.9-336 CITY RECORDS NO. z w 0 0 m Of 0 z 0 w 0 J 0 U) a J H Q m 0 w N O _ a Q z a _ CK w _ O w W 0 a. Of D a - z z Q X 0 w 0 z 0 U D 0 O a w z U) w 0 _J U a J a O ix w CL 0 Of a w w a c� Z Q 0 0 z a z 0 U) w 0 J J Q 0 a O U w Q J w 0 N D 0 _ H z 0 U) w 0 _J U) Q J I— a 0 0 w O a w w m J J Q Ln U) z 0 En U) 2 0 w 0 U) w O w z a z Q 0 w w J Q U U) 1- 0 z 0 0 vi z 0 N z W L a J J Q Q' 0 U - w MryJ� 'W'^ V! z O a w w m 0 z Q r w J J Q U) of 0 U a Q' H z O U w _ H 4/29/2020 4:05 PM 1 CT -4";Ar% RP'F?NAPn CT — r_PAn1NC_ z 0 z O Ld D 0 Ld w a_ 04 0) 0 1 00 z z is I-, 0 3: 0 11.1 U) Li U) LLI 0 z Li 0 U) LLJ 00 C14 ui Of 0 _j 0 0 0 X (620.57) FL 621.11 TC 620.61 FL MATCH EXIST-_ BERN-A....R..D STREET ................... ....... . ........... . ........... ............ ................................. - - - ---------------- ................. . - - ------ - e .................... ..................... ......................................... .. ... ..... ........................................... ........................... I ........... ....... ...... ................................ 6 ...... .................................. ... ............................................................ .. .. ......7........ � ................................................................................................................................................ ._%,._,r.,r,•,' .Y f-:t.i:,l,.,•.,�l:.r...' /Yi./!.�.{./.�. /,/.„ ,/,i, /, /„{/,�',:,.,' !SHEET 12 ...... ....... .................................. .......... - - - ___ ...... ............................................................. . . ............. . .......... ...... ...... ... ... ................ .. . . ........ - -- - - - - - - - - - -- - - - - ------- _'_'_ .......... m. 1r. rr/ir-/ltlrr�r,/lr'r'»ri.i,!;'''.,r r. f.;.r�.,., ,,-r/r .t,.J,,.J. �� % T / ® � f /J� ! T ........................................................................................................................................ ...... --------------- - - ....... ...... ...... - ----- - --- . . ............................... . .......................... ..... . . . ........ ............ �;; AREA "El AREA 11F ........ ................................ ............................................................ .............................. . .... . ....... ............................................. . ................. .... _ - -------- ----- - - - - _- .......................... ....... ............-- - ---- . . .......... . ...... . ... .... OEIE SHEET 10 SHEET 1 'j J� . . . . . . . . . . ,mg ..... ..... fi ", ------ ..... ..... ..... AREA "C"I... AREA 11D' :pX. M., SHEET 9 SHEET 8 ice,. .......... k §/l/ ma f rr. ............................ ........................................................................... jj/ MR ........... ......................... . .. . ............................ ................... .................................... . . . . . ......... y n . .......... .... - - -- - -- - - . . . . . . . . . . . . . ........ .......... - - --------------------- .................... .AREA "A. , ; :.'.AREA , , ; :.'.AREA „B" ,` , /`/ :iii/ii/ii/ilii/ii/ii%i%i%r/i%i - - - ;�'- - - SHEET 6 SHEET 7 dam/ ' ' ' ' ,...,,:,...,',,>..,:.<,,,,.,.,'.r,,:.•...,,.,.,.,,,,,r�:;;:; Y% I/%%/!�' �I`Jl��////�//Ii���rif��ri fSf/ %Iii!/.: IX ... ��M ?n . ........... ....................... ...... . ....... ............ ......... ........................ ........................................ ........ ................................................................................. .................. ............... ............ ..................................................................... ............. --------------- - ---- - ----------------------- .• KEY MAP -150' T - - • 629.87 TC B�E,-RNA �D S T 629.37 FL 0 /-.'..MATCH EXIST 81 TC rf 625.68 TC 625.27 TC�",., 632.80 TC F - LL 629.49 TC 625.18 FL 632.48 FS 632.30 FS 632.31 FL 624.77 FL 630.58 TC 632.52 FS MATCH EXIST 628.99 FL ............... . . .................................. ........ 0 CF MATCH EXIST 633.00 MATCH EXIST EX. ELECT. Box MATCH EXIST.,. 630.08 FL 630.79 TC-- 0 CF : ... 11 - . ............................. . . ..... ........................................... ................... ......................... -------- .......... ......................... MATCH EXIST.... 630.29 FS r FS ........... ............. - - - - ................... ......... ..................... . ............. .............. .............................. ....... ----------- - - ----------- 7 .. . .. . .............................................................. ....... ........ ..................4 > ..... . ...... .. AQ ........ ..... / ............... .......... ..... ..... ...... ................ ....... - - __ - - - ___- f ... ............ ...... ............. ---__y ..... ..... ... .............. ...................................... ...... --- - -- "I r__ 'd ..... . . ............... ................ ........................ ....... ....... - ---- - - - - --- - ------------------ - ----- ................. ..... ..... -------- --------------- 1�4 ----------- ................................. . .... ............... ......... ........ ...................... ......................................... K �163'0.85 ...... ............. . ..... . ....... ---------------- - --------------------- ------ .630.81 FS 631.63 % Z ................ ........... / ................ ......... ........ .. ......... ............. ........... - - - _--_____ ....... . .............. ......... 4 C 631.22 3.4% 0 1 . . 4. 0 F FL Lo ; ............. A. U4 Fol" q. FS 10 4 < - * 3 N Eol f1 t 0 /1 ... ....... ........................ ................................... ............... ........... ................................................................... --------- ---------- - ----- - - -- - - - ------ --- ....... ................................ . . . ............. ,ppp. .... . ................. ......... .................. ..................................... ......... .................... NoN. _% : ........... .............. aGQppappe ..................................... -1.1.1111111111A . ..... . ..... 0 631.01 FS 0 '632�.90 TC - - --- - ------ CF/ .. .... 631.00 -.,ice 0 .545op- , 633.00 632.40 FS FL 0 w (FS .10 4. 3. 0 ggggg b8 <1 w al 51 rl i S_ FS ;; . ......... .......... ...... ......... 633.07 ................ _6��26. 8 �5=�_ . ... . ... SFS '33.11 ... ...... 631.42 FG mg41 . . .. PRIVATELY MAINTAINED 1.4% ISO gggogggggg"g, v gm; LU FG) 2 TO BE FS -OF-WAY Wl/ EX. RIGHT ->< -- - ------ -631.58 2. 633..26,1 ro7s FS, Z 27 4, INV. 631.62 PEDEST RIAN -EASEMENT BY SEPARATE DOC.___`,, Ogg% -g 627.29 627.69, agg 4. FG. .... FG .... .. 2 ..... . . .. ...... . . 001 .......... cn INA lg' 2� ................ 6 g 2 7.15, 9 Y zl� ......................... Q STORM DRAIN DATA TABLE LEGEND: SEE SHEET 6 DRAINAGE CONSTRUCTION NOTES MATO HLINE SEE SHEET 11 31 24" X 24" PRECAST STORM DRAIN INLET. p D NO. BEARING LENGTH DESCRIPTION SLOPE @ CONCRETE DITCH PER DETAIL 1 SHEET 2. AA&PvNAA&NVVVvN&A&~ /w 48 N68°29'18"E 180.99' 15" N12 HDPE 0.5%BEFORE 33 CASE 1 INLET CURB DRAIN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION APWA 151-1. INCLUDED AS DETAIL 2 SHEET 2. SCALE DIAL TWO W01 DAYS BE 34CASE 10 GRAPHIC 10 20 YOU I YOU DIG 64 NO*05'56"W 39.49' 6" PVC 38.1% 2 INLET CURB DRAIN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION APWA 151-1. TOLL FREE 811 66 NO*00'00"E 40.94' 6" PVC 32.8% @ CONCRETE HEAD WALL PER JENSEN PRECAST "HEADWALL SINGLE PIPE FEDERAL STANDARD (IN FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I I I 1 601-4" WITH 12" DEEP RIPRAP (SEE SHEET DETAIL SHEET 13) 1 of = 10' 0 z 0 U) C) Lli 0 r D r F_ z r F_ x LLJ r 0 Ld (n 0 D z ry 0 LL. Ld W D Q� 0 z 0 F_ 0 D a 0 Lij 0 LLJ 0 V) F_ 0 cr_ Lli 0- 0 0� CL Ld r F_ Li of U) 0 Z z U) z 0 W Ld F_ V) F_ r 0 Of m 0 0 Li 7: F_ Ld 0 D 0 T t 3: z 0 U) LLI C) V) F_ 0 F- 0 LAJ 0 a- LLJ x LLJ m U) (f) z 0 U) W :2 0 x 0 V) w 0 x Q� LLJ z Oz Ld a: F_ Li 0 0 0 z 0 a (A z 0 M z uj _j ry 0 LL. LLJ U) z 0 a - W LLJ z Ld -i -i Z: V) af 0 F- C) F_ z 0 C) Ld r F- 4/29/2020 4:06 PM 1 qT IlAr% RP'PNAPr) (ZT - r-PANKIr- 0 0 z O H U W U) W U) M r - O i 00 7- U) z Q J Q- 0 0 z 0 1-11 a o- 0 0 i J J J F- a W F - Q N W U z W 0 V) W 0� 57)O i 00 00 0 N W a u7 0 O J U � J Q U O J - v EXISTING WIDTH R V USES_ 56.05' LS 10.50' LS. 39.33SW i i 1.25' -"; 1.5% MAX BUILDING PERIMETER i (TYP) F.F. 2• 10 .: ;rr WALL PER 4:1 ARCH PLANS ' MAX EXISTING CONC DITCH PER SURFACE DET 1 SHEET 2 SD PER PLAN HEADWALL SINGLE 11824PE FEDERAL STANDARD 601-4 710 ice-lam'—�� t f\ 1 1 _I L La D NOMINAL PIPE INSIDE DIAMETER H L A B C F APPROX.* WEIGHT LBS 6„ 2,_0„ 3,-8„ 6„ 9„ 1,_2„ 6„ 770 15" 2'-11" 5'-0" 8" V-1" 1'-7" 8" 2110 18„ 21" or 24" 3,_2„ S-9" 6,-0» 8'-0" 9„ 11" 11-31t 1'-6" V -91f 2'-2" 8„ 9" 3040 5740 27" or 30" 4'-3" 10,-0" 1'-0" 1'-9" 2'-6" 9" 9020 33" or 36" 4'- 9" 12'-0" 1,-0" 2'-0" 2'-9" 9" 12,930 *WEIGHT CAN VARY WITH PIPE TYPE AND ANGLE NOTES: SPECIFY PIPE SIZE AND TYPE WHEN ORDERING. FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. Jensen Precast reserves the right to make changes to product design and/or dimensions without notice. Please contact Jensen Precast whenever jEt7 11/3/2009 necessary for confirmation or advice on product design. HEADWALL. SINGLE I" ED_A.DWG @ 2009 56.00' 10.50' SW 45.00' BUILDINGI I BUIFLDING F.F. »........».r.. r......r.................r................. »......... ...»....r...... ........ ....,....... w.._�.»..r....»...................................... 2:1 MAX (TYP) SECTION A -A HOR SCALE: 1"=20' VERT SCALE: 1 "=20' /^\ Q F— n W PERIMETER x i FENCE PER Q Q ' ARCH. PLANS 0 ' M' 4 2% MIN. 2:1 MAX' 3:1 (TYP BOTH SIDES) 10 SECTION 3 5.00' SW .1 ka.,:9.1 C 2.6% 5.00' SW " CURB 6" CURB AND GUTTER w -17Q ee \,-EXISTING SURFACE a HOR SCALE: 1 "=20' VERT SCALE: 1 "=20' EX EX R/W R/W EXIST CC SIDEWi EXIST CURE. I - GUTTER (TYP.) SECTION C -C EXIST BERNARD STREET (COLLECTOR) NOT TO SCALE BUILDING F.F. ................ »...f x.»»....r...»..»........... r....v....-...e-x.,i.................... .:.'�. 2:1 MAX SLOPE VARIES (TYP) (2% MIN. 2:1 MAX) \IC DITCH (WHERE OCCURS) R DETAIL 1 SHEET 2 C ,ND GUTTER (TYP.) WIDTH VARIES LIMIT OF LS OFFSITE GRADING PER PLAN WORK I T i i I T i i I I r/ .r,,,..,r%�i;i;';rlJi%'%%//l('J/'r'-!%/;%/!//:iYii% ��.;:3Y$/, (4%!I%�/ll%itJ.:i%:,/.%/.N/f/lfl,%5<.•:i..,. Jr ... .. �.ur,•../rr».. r.. �.ur�•../rrv./,rr...�r �..irr.../rrv» �»r/ / .J, .. r�. ✓�%/ %: ....<t''.' 'l.%/' ;; ;; :;%�5 %-:sNi3�: :•% il; i; .vim /;,.,/,ids :: '.,'SYS./:'>:%a rr -� •-r-•••J....r,.,rr, +l/.%f//iil/S%�//,itl �J/.ii%J/ifJf�llf�fll:%ii'lli l/frilJfr•,r� I I 6.9-336 CITY RECORDS N0. z W 0 0 m rr O LLW z 0 V) W 0 J S U W Q J F- M 0 W N_ Ix 0 D Q Q z Q F— W F— O W V) O Q_ D CL z Q ry 0 LLW D Of 0 z 0 F- 0 D 0 0 x CL W Z 0 W J_ U 0 a J F- a 0 W 0- 0 o: a W W a Z a 0 0 z Q z CDW 0 J J Q 0 F - (n F- 0 a- 0 U W 2 F - Q J W 0 F- D O F- z 0 U) W U V) a J F - Q 0 W F- W O W o: W M J J Q V) z O U) O W O N O Cr_ W W z a i 0 z_ a oc 0 W TZF- W J Q 0 V) F- O z 0 0 0 z O z W 0 J J Q of 0 LL W J M N z 0 a W W W M 0 z a r t1 LLI J J a V) 0- 0 F- U Q F - z O U W F- 4/29/2020 4:07 PM 1 CT 334ri RFRNARLI qT — r;RAMNr: ui z 0 F- 0 LTJ V) U) 00 1.11 U) z n 0 z CK 0 0 U) LLI F- V) ui 0 z LTJ n U) LLJry O 00 I--, 00 0 04 LLJ r 0 0 -j 0 Q 0 PICO STREET EXIST. EXISTING 69 SW �LUrr- rr-M (2:1 MAX) 41.00' 6" CURB AND GUTTER FAI il , LipMelloSIM-� 12.25' .,-/0 lV11114. EXISTING SURFACE Z_/0 lV11114. 41-10 lV11114. EXISTING FE Moo 4:1 / ; 1.25 MAX 2:1 PERIMETER (MAX) WALL PER ARCH PLANS FINISHED MATCH EX.SURFACE /35, EXISTING CONC DITCH PER SURFACEDETAIL 1 SHEET 2 'N, SD PER PLAN PROFILE: SECTION D -D HOR SCALE: 1"=20' VERT SCALE: 1 "=4' EXISTING E MATCH EX. EXISTING SURFACE FINISHED I 411q - SURFACE CONC DITCH PER DETAIL 1 SHEET 2 PROFILE: SECTION E -E HOR SCALE: 1"=20' VERT SCALE: 1"=4' ,/,--FINISHED SURFACE EXISTING EXISTING R/W BERNARD EXISTING 0 46.35' 78.08' ROW EXIST. LS 56.00 LS PARKING AREA LS LS 56.00' LS 45' 5.00 45.00 1 SW 15" VARIES 5.00' 5.00 EX. 5.7' SW Lij 5.00' SW 4.50' '*�FENCE 5.70' CL .. 10 EXISTING SURFACE WIDE SW SHALLOW... ... ..... 0- 2:1 MAX PER ARCH PLANS AND GUTTER SUMP EX. SW m -EXISTING SURFACE --BUrMNG–FF— 1.5% MIN. BUILDING FF.......... BERNARD SHALLOW STREET 2% MIN. 2% MIN. Cu 6 RB SUMP PER 6" CURB 2% MIN. DRAINAGE SWALE PER PLANS PLANS 2:1 M 2:1 MAX EX. CURB AND GUTTER & SIDEWALK SECTION C -C HOR SCALE: 1"=20' VERT SCALE: 1 "=20' EXISTING FE Moo 4:1 / ; 1.25 MAX 2:1 PERIMETER (MAX) WALL PER ARCH PLANS FINISHED MATCH EX.SURFACE /35, EXISTING CONC DITCH PER SURFACEDETAIL 1 SHEET 2 'N, SD PER PLAN PROFILE: SECTION D -D HOR SCALE: 1"=20' VERT SCALE: 1 "=4' EXISTING E MATCH EX. EXISTING SURFACE FINISHED I 411q - SURFACE CONC DITCH PER DETAIL 1 SHEET 2 PROFILE: SECTION E -E HOR SCALE: 1"=20' VERT SCALE: 1"=4' ,/,--FINISHED SURFACE EXISTING EXISTING R/W BERNARD STREET 45.00 15" VARIES 5.00 EX. 5.7' SW -0. a ............... .. 10 EXISTING SURFACE WIDE SHALLOW... ... ..... 0- 2:1 MAX EX. CURB AND GUTTER SUMP PROFILE: SECTION F -F HOR SCALE: 1 "=20' VERT SCALE: 1"=4' J, J4 6.9-336 CITY RECORDS NO. 4/29/2020 4:08 PM I CT 'X'XAr% PC*0KlA0n CT — r-'PAnIKIP- z 0 0 z 0 Ld Lo rn V) z 0 z 0 I--, 0 C) 1-1 U) F - (f) LIJ Ld 0 z Ld 0 W LLJ 0 I 00 7- 00 0 C14 LLJ 0 0 0 1 0 0 LOA ..................,-:..-r-„-... ......... . ..... .......... . ....... ............. .......... ................... I ...... ....... ...... 5 ..................................... - ........ --- - --------- --- ------------------------ BERNARDS TRIE-ET EROSION NOTES c>cxDc>c>=xDcxDc>c> GRAVEL BAG BARRIER (SC -8) PER DETAIL 1, THIS SHEET. ............. ............. ............ SILT FENCE PER DETAIL 2, THIS SHEET. j E3 FR FR FIBER ROLL (SC -5) STABILIZED CONSTRUCTION ENTRANCE (TC -1) ..... PER DETAIL 3, THIS SHEET. INLET PROTECTION (SC -10) PER DETAIL 4, THIS SHEET. ...... ...... . . . . . . . . . . . ....... ....... ....... ........... ...... ... Fsc 77 STREET SWEEPING & STREET VACCUMING . ......... A.... ... ............... .... - — ------ -------- FNs-11 NOISE CONSERVATION 11,11111—l'."', A ... ..... - ....... ........... STOCK PILE MANAGEMENT ..... . .......... .................-4 FWm I SPILL PREVENTION . ......... ..... ......... . ....... . ...... .............. ........... ...... ......... ..... .. . ...... .... .......... .......... .............. ........................... ........... ...... .......... � V1, T.: X ...... ...... .......... . ..... ...... ............... . . ....... ... . ........ ....... ..... ....... . .......... .. . ........ ... . ..... . ..... . . ------ .. ...... ........... .. ....... ........ ...... ... ........... ..... ... ..... ........ ........... . . .... . ......... ... . ....... ....... . ......... 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GRAPHIC SCALE 40 0 40 80 (IN FEET) 1"=40' f%-7'RAVEL BX4 RUNOFF GAI ACTS AS SPILLWAY COMPACTED SOIL TO PREVENT PIPING MM^M IKII r --r FF WATER SEDIMENT STACKED 2 HIGH GRAVEL BAGS STACKED GRAVEL BAGS FFILTERED WATER PROFILE DROP INLET PLAN INLET PROTECTION DETAIL (SC -10) 7 NOT TO SCALE SHAKER PLATES COARSE AGGREGATE 50' MIN. - CLASS 'B EXISTING 00 GROUND PROFILE 50' MIN. 16' MIN-- PLAN ALTERNATIVELY, WASHED GRAVEL CAN BE USED PER FUGITIVE DUST CONTROL NOTE 5A SHEET 1. ,-�CLONSTRUCTION ENTRANCE DETAIL (TC -1) TRAVELED WAY NOTE CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE V r- L r - y NOT TO SCALE 1. SET POSTS AND EXCAVATE A 6 INCH BY 6 INCH TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. [-.- MAX. 3. 3. EXTEND THE FILTER FABRIC INTO THE 6” x 6” TRENCH. 2. STAPLE THE FILTER FABRIC TO THE FENCE. -691 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. I I I I IllI I FILTER FABRIC .......... 14 .......... NOTE: THE SILT FENCE SHOULD BE SUPPORTED BY A WIRE MESH IF THE FILTER FABRIC DOES NOT HAVE SUFFICIENT STRENGTH AND BURSTING STRENGTH CHARACTERISTICS (AS RECOMMENDED BY THE FABRIC MANUFACTURER) ,--�SILT FENCE DETAIL NOT TO SCALE WNW mvj:l 0 way, wmes 51 :8 mma I -,/NOT TO SCALE THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED 2' MIN. 3' MAX. 6.9-336 CITY RECORDS NO. z 0 Li Ln z W F- W 0 z ui r 0 ui V) 0 CL ty D z 0 LL. LLJ U) D w 0 z 0 0 0 0 Q. Ld Of U) Ld C) F - LL. 0 F - ch 0 LLJ - 0 cr- 0- Ld Ld ry 0 z 0 z U) z 0 U) uj F- U) m: 0 0 LLJ 1: F- Ld D 0 X: F - z 0 U) Ld 0 U) F- 0 F- 0 Ld F- cr- 0 CL Ld Q� Ld co W U) Z. 0 U) VCJ0 X 0 W X LLI z 0 z cr- 0 LLJ r F- Ld I 0 V) F- 0 z viz z LLJ :2 0 LL- LLJ W z 0 a - V) LLJ X cnuj 0 z LL - X -i r U) X 0 F - z 0 0 Ld r L - PROJECT NUMBER: 18-091 PREPARED ON: 12/20/2019 REVISED ON: 03/06/2020 PREPARED BY: KHD/ATR/GBG CHECKED BY: GPR 1 5 SHEET 1 5 OF 4/29/2020 4:11 PM 1 CT -4-AAr% 017DKIAWN CT — r%-DAn1K1r%- L) Val 0?0(;—&' 00 16' MIN-- PLAN ALTERNATIVELY, WASHED GRAVEL CAN BE USED PER FUGITIVE DUST CONTROL NOTE 5A SHEET 1. ,-�CLONSTRUCTION ENTRANCE DETAIL (TC -1) TRAVELED WAY NOTE CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE V r- L r - y NOT TO SCALE 1. SET POSTS AND EXCAVATE A 6 INCH BY 6 INCH TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. [-.- MAX. 3. 3. EXTEND THE FILTER FABRIC INTO THE 6” x 6” TRENCH. 2. STAPLE THE FILTER FABRIC TO THE FENCE. -691 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. I I I I IllI I FILTER FABRIC .......... 14 .......... NOTE: THE SILT FENCE SHOULD BE SUPPORTED BY A WIRE MESH IF THE FILTER FABRIC DOES NOT HAVE SUFFICIENT STRENGTH AND BURSTING STRENGTH CHARACTERISTICS (AS RECOMMENDED BY THE FABRIC MANUFACTURER) ,--�SILT FENCE DETAIL NOT TO SCALE WNW mvj:l 0 way, wmes 51 :8 mma I -,/NOT TO SCALE THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED 2' MIN. 3' MAX. 6.9-336 CITY RECORDS NO. z 0 Li Ln z W F- W 0 z ui r 0 ui V) 0 CL ty D z 0 LL. LLJ U) D w 0 z 0 0 0 0 Q. Ld Of U) Ld C) F - LL. 0 F - ch 0 LLJ - 0 cr- 0- Ld Ld ry 0 z 0 z U) z 0 U) uj F- U) m: 0 0 LLJ 1: F- Ld D 0 X: F - z 0 U) Ld 0 U) F- 0 F- 0 Ld F- cr- 0 CL Ld Q� Ld co W U) Z. 0 U) VCJ0 X 0 W X LLI z 0 z cr- 0 LLJ r F- Ld I 0 V) F- 0 z viz z LLJ :2 0 LL- LLJ W z 0 a - V) LLJ X cnuj 0 z LL - X -i r U) X 0 F - z 0 0 Ld r L - PROJECT NUMBER: 18-091 PREPARED ON: 12/20/2019 REVISED ON: 03/06/2020 PREPARED BY: KHD/ATR/GBG CHECKED BY: GPR 1 5 SHEET 1 5 OF 4/29/2020 4:11 PM 1 CT -4-AAr% 017DKIAWN CT — r%-DAn1K1r%-