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HomeMy WebLinkAbout5.7-12244The 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 Chdinances. Engineer for the subdivider or developer shall be responsible for accuracy of calculations for this pian and shall submit a certified *as - graded' plan after completion of the grading. APPROVED BY: 7-27-7-4- P =artment Date A'tC.kl=/ ) Date GRADING NOTES CITY OF BAKERSFIELD,_ CALIFORNIA SITE IMPROVEMENT PLANS FOR DOLLAR GENERAL STORE NUMBER #18805 2728 SOUTH CHESTER AVENUE, PARCEL MAP NO. 12244, SPR # 17-0207 MBHCP PROJECT FOOTPRINT "LIMITS OF ALL GROUND DISTURBANCE" ALL HCP FEES ARE PAID 1. ALL GRADING SHALL CONFORM WITH APPENDIX J OF THE CALIFORNIA 19. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE BUILDING CODE AND STANDARDS PERTAINING THEREOF AND PRELIMINARY DEVELOPER/ SUBDIVIDER/ CONTRACTOR. THE NUMBER AND a N V% SOILS REPORT BY SALEM ENGINEERING GROUP, DATED APRIL 28, 2017. LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL :~� r1'1 co J z N DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE 20. FILL MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE PLANS, SOILS REPORT, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. �W=X SOILS ENGINEER. 3. GRADING WORK SHALL BE SUPERVISED AS ENGINEERED GRADING IN 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GRADING OF �O ACCORDANCE WITH APPENDIX J OF THE CALIFORNIA BUILDING CODE. C a THE PAD AREA TO WITHIN t 0.1 FT. IF ELEVATION OF DESIGN c O o C w � v ELEVATION PAD SHOULD BE FOUND TO BE MORE THAN f 0.1 FT. 4. SURFACE DRAINAGE SHALL BE ONE (1) PERCENT MINIMUM TO APPROVED OFF DESIGN ELEVATION AFTER COMPLETION AND ACCEPTANCE OF Z DRAINAGE FACILITIES, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. � GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 5. CIVIL ENGINEER, GEOTECHNICAL ENGINEER AND BUILDING OFFICIAL WILL 0mjUQ C/) BE NOTIFIED FORTY EIGHT (48) HOURS PRIOR TO THE PLACING OF ANY 22. ALL AREAS WHERE STRUCTURES ARE TO BE PLACED MUST BE FILL MATERIAL. COMPACTED TO 90% DENSITY, FOR A MINIMUM DISTANCE OF 5' IN ALL DIRECTIONS OUTSIDE THE FOUNDATIONS OF THE STRUCTURE. 6. ALL FILL SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT - MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD PER SEC11ON 23. ALL FILL SHALL CONFORM TO THE REQUIREMENTS FOR 3305 OF THE CURRENT CALIFORNIA BUILDING CODE AND CERTIFIED BY "GRADING -ENGINEERED FILLS" AS DESCRIBED IN THE SOILS TESTS AND REPORT FROM SOILS ENGINEER. REPORT DATED APRIL 28, 2017. 7. FILL SOILS SHALL BE PLACED IN LAYERS NOT EXCEEDING 6 INCHES IN 24. COMPACTION IN PROPOSED PAVEMENT AREAS SHALL BE TO A COMPACTED THICKNESS, MOISTURE -CONDITION AS NECESSARY, AND MINIMUM OF 95% OF THE MAXIMUM DENSITY AS OBTAINED BY THE COMPACTED TO ACHIEVE AT LEAST 90 PERCENT OF MAXIMUM DENSITY - CITY OF BAKERSFIELD APPROVED TEST METHOD, AND EXTEND TO AS DETERMINED BY ASTM TEST METHOD D1557. ADDITIONAL LIFTS SHALL A MINIMUM DISTANCE OF 2' BEYOND THE OUTSIDE EDGES OF NOT BE PLACED IF THE PREVIOUS LIFT DID NOT MEET THE REQUIRED PAVEMENTS. DRY DENSITY OR THE SOIL CONDITIONS ARE NOT STABLE: 25. DURING GRADING, REASONABLE SEARCHING SHALL BE PERFORMED 8. PRIOR TO PLACING STRUCTURAL FILLS, ALL AREAS SHALL BE CLEARED FOR CONCEALED SUBSURFACE OBSTRUCTIONS. ALL ABANDONED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL. THE AREA SUBSURFACE OBSTRUCTIONS SHALL BE REMOVED. IF THE SHALL BE SCARIFIED TO A DEPTH OF 6 INCHES AND RECOMPACTED TO TERMINUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT AT LEAST 90% RELATIVE COMPACTION OR AS STATED IN THE LIMITS, THE PIPING SHALL BE REMOVED WITHIN THE PROJECT AND GEOTECHNICAL REPORT. PROPERLY CAPPED AT THE PROJECT BOUNDARY. 9. THE FACES OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A 26. THE ENGINEER MAY FURNISH REFERENCE LINES AND GRADE GROUND COVER INDIGENOUS TO THE AREA, AND MAINTAINED AGAINST STAKES AT THE BEGINNING OF THE WORK TO ESTABLISH EROSION. ALIGNMENT AND GRADE. ANY GRADE STAKES OR REFERENCE POINTS WHICH MAY BE LOST OR DESTROYED BY THE CONTRACTOR 10. ALL CUT AND /OR FILL SLOPES SHALL NOT BE STEEPER THAN 2 DURING THE PROGRESS OF HIS WORK SHALL BE REPLACED AT HORIZONTAL TO 1 VERTICAL. THE CONTRACTOR'S EXPENSE. THE ENGINEER MAY REQUIRE FIELD CHECKS AT ANY STAGE OF THE WORK. THE COST OF THESE 11. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT THE TOP OF ALL FILL FIELD CHECKS SHALL BE BORNE BY THE OWNER. SLOPES. 27. THE CUT AND FILL VOLUMES ARE ANTICIPATED TO HAVE A 12. DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND COMPACTION OF 1.30. THE ENGINEER MAKES NO WARRANTY ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT THE TOP OF CUT EITHER DIRECT OR IMPLIED THAT THIS WILL BE ACTUAL SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. COMPACTION FACTOR. IF A DEFICIENCY OR AN EXCESS OF SOIL OCCURS, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE 13. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED ENGINEER, WHO SHALL DETERMINE IF ADJUSTMENTS CAN BE MADE AND BENCHED TO SUPPORT FILL. TO IMPROVE THE BALANCE BETWEEN CUT AND FILL. 14. ALL FILL SLOPES SHALL NOT CUT WITHIN (12) FEET HORIZONTALLY OF 28. THE CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR THE TOP OF EXISTING AND/OR PLANNED SLOPES. PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL, AFTER EXAMINING THE PLANS, THE PRELIMINARY SOILS REPORT AND SITE 15. ALL SLOPES IN EXCESS OF THREE (3) FEET MINIMUM WIDTH AND ONE (1) TERRAIN, PREPARE HIS BID PRICE BASED ON HIS OWN ANALYSIS OF THE WORK REQUIRED. FOOT MINIMUM DEPTH AT THE TOP OF CUT SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. 29. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION 16. THE ENGINEER HAS SHOWN EXISTING UNDERGROUND LINES ON THIS PLAN SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY TO THE BEST OF HIS KNOWLEDGE. THERE MAY BE OTHER LINES IN THE BE NOTIFIED AT (661) 326-3049. GROUND. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LINES IN THE FIELD PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR 30. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF SHALL CALL 811 FOR UTILITY LOCATION 48 HOURS PRIOR TO ANY WALL OR STRUCTURE SHALL BE 4:1 EXCEPT FOR TWO FEET EXCAVATION OR TRENCHING. BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING 17. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS ONTO THE SIDEWALK. PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO 31. ANY PUBLIC FACILITIES IN THE STREET RIGHT-OF-WAY WITHIN THE NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, PROPERTY FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM WILL REQUIRE RECONSTRUCTION OR REPAIR AS DETERMINED BY ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE THE CITY ENGINEER. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 32. THE LANDSCAPED AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK 18. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF FOR THOSE AREAS OVER 2X BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY 33. NO ADDITIONAL OFFSITE LAND WILL BE USED DURING A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED CONSTRUCTION, GRUBBING, GRADING, AND STAGING OPERATIONS. ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. SHEET INDEX C1.1 COVER SHEET AND NOTES C1.2 GRADING AND PAVING PLAN C1.3 HORIZONTAL CONTROL PLAN C1.4 UTILITY PLAN C1.5 STRIPING PLAN C1.6 SITE ACCESSIBILITY DETAILS C1.7 SECTIONS C1.8 DETAIL SHEET 1 EROSION CONTROL PLAN 1 of 3 ALTA 2 of 3 ALTA 3 of 3 ALTA IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER, ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15W003488 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. v Know what's below Cali 811 before you dig CONTRACTOR SHALL CONTACT 811 FOR ® LOCATION CSF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO CONSTRUCTION CITY RECORDS NO. WILSON ROAD SITE O J' UPS y�\ GENEVA AVE U� �P �w 5L 0) �r Q� PLA.NZ ROAD J� VICINITY MAP NO SCALE OWNER ENGINEER RECEIVED EMBREE ASSET GROUP RUETTGERS & SCHULER JUN 13 2018 4747 WILLAMS DRIVE 1800 30th STREET, Ste 260 �;I�->,r©EBAK�RBFIEi.G GEORGETOWN, TX. 78633 BAKERSFIELD, CA 93301 Et JIL®I F 11=�cRSSFIELL, CARLOS BUSTILLOS IAN J. PARKS (512) 819-4902 (661) 327-1969 LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: ALL THAT PORTION OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 7 TOWNSHIP 30 SOUTH, RANGE 28 EAST, M.D.B. & M. IN THE CITY OF BAKERSFIELD, COUNTY OF (KERN, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 7, AND THE EAST LINE OF SOUTH CHESTER AVENUE, 110 FEET WIDE, WHICH IS THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE NORTH 9 DEGREES 0025" EAST ALONG THE WEST LINE OF SAID NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 7, A DISTANCE OF 437.61 FEET TO A POINT IN THE SOUTHERLY RIGHT OF WAY LINE OF THE SOUTHERN PACIFIC RAILROAD ASPHALTO BRANCH; THENCE NORTH 40 DEGREES 35'06" EAST ALONG SAID RIGHT OF WAY LINE 66.11 FEET TO THE WEST BOUNDARY OF TRACT 1738; AS SHOWN ON MAP RECORDED IN BOOK 8 PAGE 167 OF MAPS, IN THE OFFICE OF THE KERN COUNTY RECORDER; THENCE SOUTH 0 DEGREES 00'25" WEST ALONG THE WEST BOUNDARY OF TRACT 1738, 83.53 FEET; THENCE SOUTH 28 DEGREES 22'23" EAST ALONG THE WEST LINE OF TRACT 1738, 494.22 FEET TO A POINT IN THE NORTH LINE OF GENEVA AVENUE; THENCE SOUTH 89 DEGREES :5230: WEST ALONG THE NORTH LINE OF GENEVA AVENUE 131.19 FEET; THENCE ON A CURVE CONCAVE TO THE SOUTHEAST, SAID CURVE HAVING A DELTA OF 16 DEGREES 48'14" AND A RADIUS OF 358 FEET,A DISTANCE OF 105 FEET; THENCE ON A CURVE CONCAVE TO THE NORTHEAST, SAID CURVE HAVING A DELTA OF 78 DEGREES 33'31" AND A RADIUS OF 20 FEET. A DISTANCE OF 27.42 FEET TO A POINT IN THE EAST LINE OF SOUTH CHESTER AVENUE; THENCE NORTH 28 DEGREES 22'23' WEST ALONG SAID EAST LINE OF SOUTH CHESTER AVENUE. A DISTANCE OF 41.74 FEET TO THE POINT OF BEGINNING, ALSO EXCEPTING THEREFROM THAT PORTION WITHIN THE SOUTH 1/2 OF SECTION 7, DESCRIBED AS FOLLOWS: BEGINNING AT THE WESTERLY TERMINUS OF THAT CERTAIN COURSE HAVING A BEARING OF NORTH 89 DEGREES 52'30" EAST AND A DISTANCE OF 131.185 FEET AS SHOWN ON TRACT 1738 RECORDED IN BOOK 8 PAGE 167, RECORDS OF THE COUNTY RECORDER OF SAID COUNTY THENCE NORTH 89 DEGREES 52'30" EAST ALONG THE NORTHERLY UNE OF GENEVA AVENUE (88 FEET WIDE) 31.64 FEET. THENCE NORTH 28 DEGREES 22'23" WEST PARALLEL TO CHESTER AVENUE (110) FEET WIDE) A DISTANCE OF 150.00 FEET; THENCE SOUTH 87 DEGREES 51'01" WEST, 158.65 FEET TO THE EASTERLY LINE OF SAID CHESTER AVENUE, 150 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 20.00 FEET; THENCE SOUTHEASTERLY AND EASTERLY ALONG SAID CURVE A DISTANCE OF 27.42 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 358.00 FEET; THENCE NORTHEASTERLY AND EASTERLY ALONG SAID CURVE A DISTANCE OF 105.00 FEET TO THE POINT OF BEGINNING. PARCEL 2: THAT PORTION OF ITHE NORTHEAST 1/4 OF THE SOUTH WEST 1/4 OF SECTION 7, TOWNSHIP 30 SOUTH, RANGE 28, EAST, M.D.B.7M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS; BEGINNING AT THE INTERSECTION OF THE EAST LINE OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 7, WITH THE EASTERLY UNE OF SOUTH CHESTER AVENUE (110 FEET WIDE), THENCE NORTH 0 DEGREES 0025" EAST, ALONG SAID EAST UNE OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 7,437.61 FEET TO THE INTERSECTION OF SAID UNE WITH SOUTHEASTERLY RIGHT OF WAY UNE OF SOUTHERN PACIFIC RAILROAD ASPHALTO BRANCH (100 FEET WIDE), THENCE SOUTH 40 DEGREES 35'06" WEST ALONG SAID SOUTHEASTERLY RIGHT OF WAY UNE, 222.86 FEET TO A POINT IN THE SAID EASTERLY UNE OF SOUTH CHESTER AVENUE, 294.59 FEET TO THE POINT OF BEGINNING. EXCEPT THAT PORTION WITHIN THE SOUTH 1/2 OF SECTION 7, DESCRIBED AS FOLLOWS: BEGINNING AT THE WESTERLY TERMINUS OF THAT CERTAIN COURSE HAVING A BEARING OF NORTH 89 DEGREES 5230' EAST AND A DISTANCE OF 131.185 FEET AS SHOWN ON TRACT 1738 AS RESERVED IN BOOK 8 PAGE 167 RECORDS OF THE COUNTY RECORDER OF SAID COUNTY, THENCE NORTH 89 DEGREES 52'30* EAST ALONG THE NORTHERLY LINE OF GENEVA AVENUE (80 FEET WIDE), 31.64 FEET, THENCE NORTH 28 DEGREES 2223" WEST PARALLEL TO CHESTER AVENUE (110 FEET WIDE), A DISTANCE OF 150.00 FEET; THENCE SOUTH 87 DEGREES.5101 ' WEST, 158.65 FEET TO THE EASTERLY UNE OF SAID CHESTER AVENUE, 150 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 20.00 FEET, THENCE SOUTHEASTERLY AND EASTERLY ALONG SAID CURVE A DISTANCE OF 27.42 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 358.00 FEET, THENCE NORTHEASTERLY AND EASTERLY ALONG SAID CURVE A DISTANCE OF 105.00 FEET TO THE POINT OF BEGINNING. ALSO EXCEPTING THEREFROM 1/2 OF THE OIL, GAS AND OTHER HYDROCARBON SUBSTANCES AS RESERVED BY ELLA PLANZ. APN: 022-190--16 BASIS OF ELEVATIONS= NGS BRASS CAP DESIGNATION V364, ELEVATION = 378.16' NAVD88. BASIS OF BEARINGS: THE CENTER LINE OF SOUTH CHESTER AVENUE AS SHOWN ON TRACT MAP NO 1738, PER MAP BOOK 8, PAGE 168, KERN COUNTY RECORDS. TAKEN TO BEAR: N28'22'23"W SITE ACREAGE 1.21 NET ACRES, 1.38 GROSS ACRES EARTHWORK QUANTITIES THE UNADJUSTED QUANTITIES SHOWN BELOW ARE FOR GRADING PERMIT PURPOSES ONLY, AND SHALL NOT BE USED FOR BIDDING PURPOSES. THE CONTRAQT-GR__SHAT F MAKE HIS OWN ESTIMATE OF QUANTITIES FOR BIDDING THIS PROJECT.' CUT= 560 C.Y. FILL= 1210 C.Y. IMPORT= 650 C.Y. ; 2 ti 201 ENGINEER'S STATEMENT: HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH COUNTY OF KERN ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THESE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED BY: IAN J. PARKS, PE NO. 58155 DATE EXP. 06-30-1 LD ao Q Q L I N Ln W � I � W t� �n to O a Z O fib/ w % /038 * V �93. 6j M M W 00 a N V% W p d � � :~� r1'1 co J z N W v 0 Cl) N z �W=X Z W M W < LL LLI �O a C a LU c O o C w � v w Z J o Z w � tam �93. 6j W Q U.) W v 0 Cl) z V_ V_ Z W M W < w LLI W a C a c O o C w � v w Z J o Z w � tam = w 0mjUQ C/) m U w CLI �93. SHEET NO. C1.1 7 l a� `i OF 8 a �, c O o C w � v Z 1 Z �AA V o SHEET NO. C1.1 7 l a� `i OF 8 too OG ��• PROPERTY UNE 00/ \ ' tiA FUTURE SITE ItK llp DEVELOPMENT AREA 0.78 ACS. 00 LIMITS OF 34,089 S.F. CONSTRUCTION i �� ♦;��N'D / ��� /+� FS 383 33 ♦ \ / / \ 4:1 SLOPE G Po��+� 64:1 SLOPE ' / / \C 4' V/ END 6' HIGH ' VERTI-CRETE WALL �' ' ♦ ,�� C1.2 GUTTER 3:1 SLOPE EXISTING RAILROAD O\� �' •.G' ® '`y ♦ P� CROSSING ARMS' \Q� 3.5" AC OVER ® �03� �, \ \\h S8 �� 6.5" AB TYP. ♦ TRANSFORMER PAD SEE GRADED SWALE \\ ,c3''S \♦ / ELECTRICAL PLANS FOR E op S /' STAGING AREA DETAILS, ELEV 383.4 N o ,7 ��33� 2-1' CONC CHANNELS e \ �✓ VA\ _�j0�`A�°� ��♦ / / 60'X174' ��w 01 \ 0 2-2' CURB OPENINGS C1 2 �� ♦ /\ \MATCH EXISTING \ \ BW „ '' CURB &GUTTER �^> PROPERTY UNE 5�N 3:1 \ �' Ls \\ w °�. k� _ � � , oo. '� gyp. � �. SLOPE \ ` � 4Cn .1 SLOPE •/ `�' `Jcr$ \ \ \� NO PARKING♦� �, - +� o % \ 3.5" AC OVER \\1 I SIG /2 B co 6.5" AB TYP. °`,� %� 1 obi 5 0 G \ 7.089' 3.28 3B ` / 3 6" CURB � ♦ \,-�G 0 �' i-•• / �/ 8� 2��° .3p9 \�� HD CORK q', 6' CONC \ �\ ♦ `P'�' 10 3 � 3g?8 ; a w / �q / .�4�s 5x5' CONC. CAL PLANS EF 'h0"� / `'�`i,3� �o�' \ \ 4' AB \\ ♦ \ Bit FS ¢ ` �� / o a ti o ' ,I f p DETAILS, ELEV 383.4 \ / "� rs CONSTRUCT 6 HIGH VERTI-CRETE WALL NEW 36 DRIVEWAY o5�"� a' \ �1 �r BIKE RACK s8 �$ SEE DETAILS 6, 8, & 9 ON as1.3 ,\ C1.8 PER COB ST -4 3 s N��/ o O l _ `�.�, PROPOSED \ / 3 3p¢ 2� ?8 P' .P,' DOLLAR GENERAL / 3e3 k� 50� �� ' 3:1 SLOPE \ v' BUILDING �° �� 0\ ��� ♦ A g c+� " ,�°` ass Ifo o FF 383.5 o� h°� / SPEED �\ �O \ 1�,/ c3`. 3 AC OVER o. �' .� 86 i �O LIMIT �\ \\ �� \ \ 5" AB TYP. _ `V� a p TRASH ENCLOSURE ;382• F SIG �\ �F� ♦ \ \� 2%'' \ '�' �-IVAC ON ROOF 8'-6"x18' SEE \5°�'`' / yA A N �a �� \ \ \ ♦ \ 6 CURB 't 3 HDPE THROUGH SIDEWALK ARCHITECTURAL PLANS _ 5� " o \\ A ♦� a+� es` �f� SEE ARCHITECTS DETAIL \ o� w ���•�` \ �\ \\ ♦�� 1"� FSS ®_ 28 0 �o 1:12 MAX 291 F5 cpm \ F7- a- SIDEWALK D SLOP3.5' AC OVER E f 38 `,0 EXISTING \ ♦ \\ FS¢ Nom; - ,�. 'o. i� C1.2 $ ryh `��s ' � �� \ \ 6.5" AB TYP. O O R/W \\ \ s �� z89`38a LD Cave c'- ,o I < 0. ( rnv NOTE: \ ® a ♦ ' "°°° Fs 4p I PER C1.2 a O IMPROVEMENTS CONSTRUCTED WITHIN CITY \ RIGHT OF WAY WILL BE PERFORMED UNDER ♦ \ P 38zss �- ,j �'� 3" AC OVER �s p STREET PERMIT. SEE OFF-SITE \ ♦ yr'cPr , �'' o•� :' 2© � .�$' , a� 5" AB TYP. $ o c' I ''�?y� �� \ y IMPROVEMENT PLANS FOR DETAILS. �� 2 ,�. IN PARKING �' �a -:0,V- °; C 4 "�� � ♦ p V�; � �2 ® "`b� � �C1.2 GUTTER � a�° � � << \\ ♦ '� s o. 3826 3 ® f "� CONSTRUCT 8, 38P 44 \ VERTI-CRETE WALL \ \ ♦� -oma . � • � � /'' res� 1'�O i/% \'i�' � •�a� `OO \ \ I ♦ � ,\ 0 �� ✓'` \� � \� X00 \ r ^�X� 383 W \ \\ vv o VA ('� ♦ �, ? �� \ r `?9 3:1 SLOPE - tK \\\ ` • O� N6" CURB B 9¢ 04 2.13 O� PP DUMPSTER PAD, DUMP5TER APPROACH AND LOADING AREAS SHALL BE HEAVY DUTY A \ .� 3;,5%- \ $ C1.2 °,, /�2�6 �• NOTE \\ \\ �p 4 V- CONTRACTOR TO NOTIFY ADJACENT PI \ / �\ B 6" CURB - 2� GUTTER c1.2 A 2 cuR6 PROPERLY OWNERS MINIMUM OF 2 -WEEKS " `�' \\ \ \ I / \ C1.2 0 0� & GUTTER d'� >>j 2�° 3g 1 /2 RAD - \\ \\ �,� o� ' $�. �� oy c1.2 �, 362 .� ��i PRIOR TO CONSTRUCTING THE WALL TYP. \♦ �� �2• ti 'S F' �a0ti� �,- 0.26X r \ P� �O• 1 FINISHED 2 NEW CURB, GUTTER \\ \ & 10' SIDEWALK \,- - - - __ _383_ • ��$�GG��G i LIMITS OF CONSTRUCTION GROUND cp w �A.5 v , PROPERTY LINE \\ \ a'♦ P �--- S87' 1'01 "W r d ��s. 158.63 i 1`1' �' PQ' / o 4' .- i ��G \ \ �l 8� 3.5" AC OVERFO�� G ' u �\�'611 6.5" AB TYP.\ ���N \ 4:1 SLOPES / J 12" Off'\ Aj-P'� a�v0bi\\� <\\\\ \ \ `38?� VO O°'p F \ 1f` \F� \\ ASPHALT rtl' \ \ g' \ LIGHTED PYLON SIGN EXISTING L y� ` \ C I ` p, LANDSCAPED WITH BUSHES AND 16'L x 2'W x 6'H PARKING LOT �q,G 0 GROUND COVER CONFORM TO EXISTING GRADES Q J� o # � O AND FIELD ADJUST AS NEEDED TO \ CELL \� �'` y �p \\ \ EXISTING CURB GUTTER \ \ ALLOW FOR POSITIVE DRAINAGE OF CONSTRUCTION TOWER LfMITS LEGEND - - LIMITS OF CONSTRUCTION PAVEMENTDETAILS THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR SCARIFIED AND COMPACTED PRIOR TO PLACEMENT OF BASE MATERIAL WHERE EXISTING SUBGRADE MATERIALS ARE UNSUITABLE. THEY SHALL BE REMOVED AND REPLACED1. COMPACTED • r •RECOMMENDATIONS. JOINTS2. ALL ; 71,APPROVED 7 • rJOINTS. REFER TO « • r • r r • • • • • • • DESIGN LAYOUT.AND COURSE1 1/2- ASPHALT WEARING 1 1/2' ASPHALT BINDER COURSE �Ld) �F-Taco 5" COMPACTED AGGREGATE BASE 24* COMPACTED SUB GRADE • DENSITY ' DETERMINED BY ASTM 1557 z • D''DDETAIL � I� CL �Lu . . SCALE 00 as M 1 1/2- ASPHALT WEARING COURSE � 2" ASPHALT BINDER COURSE g o a 6 1/2- COMPACTED AGGREGATE BASE W w 2e COMPACTED SUB GRADE m • DENSITY • r BY ASTM 11557 > U HEAVY DUTY ASPHALT DETAIL Z • • SCALE Z - PSI `� CONCRETE W _ _ COMPACTED AGGREGATE BASE n • 71 r • Lu • DENSITY7 O r ► BY Y • D`'D •DETAIL O SCALE NOT • SCALE 7: O.C. U W F_7_2`7 6* 4,000 PSI REINFORCED CONCRETE rI•-•) � � ►'� ••� ••� • � �• � •'� � • fir-._ z 4" COMPACTED AGGREGATE BASE 24* COMPACTED SUB GRADE 95% OF THE MAX. DENSITY DETERMINED BY ASTM 1557 HEAVY DUTY • -DETAIL SCALE: NOT TO SCALE 6" 1 1/2- 1, 1 1 /2" 6" 16' CONCRETE SHALL BE CLASS "B" AND SHALL BE WITHIN 2.5" AND 5.5" SLUMP & 10' SIDEWALK \\\\ iid,� \ AND SMOOTH TRANSITIONS PROPERTY LINE \\ �a♦� ����2r ��' obi E CONCRETE CHANNEL �`� \\\ \ \ a•� O ��,Bo \ 3:1 SLOPE C- NO SCALE �� ' \\\ \ ��s \ .�\\ o } 38218 \ 5 F EP 0 PSL tj Is L / \ �= cl PP \ � �$ A•��\\ � 2� `��9 382 .-- � ' \ ��� 1 F \♦� i ��lZ ��,� £p? \rn� �` CONSTRUCT 6' HIGH COLD S \� �� V "9� \ ERTI-CRETE WALL JOINT % \ ` SEE DETAILS 6, 8, & 9 r, 15' TALL F 4 \ \♦\ \\� EA�e`3 EDGE \ ON AS1.3 O /LAS r EXISi1NG BUILDING\ \` �` \ PAVEMENT 2' 2 '� �L \ 3'x3' TRENCH \ GRADED SWALE lb 6" CURB VARIES ES 1.5" VA� R- i_ ES_1po �A \ \ (SEE SHEET C1.7 FOR DETAILS) �\ �,�`? o , pp B-1 3.5* AC OVER AC PAVING AC PAVING \ G� / \ �s0♦ \ / 3815 �` 6.5" AB TYP. ___� DETENTION BASIN /BI/ OSWALE•OO 10x10 W.W.F. 4" THICK CONCRETE OVEREXCAVATE AND BACKFILL BASIN PER GEOTECH RECOMENDATIONS SALEM LETTER REPORT , . Y v LIGHTED PYLON (CENTERED IN SLAB) OVER 6" NAT. GRD. \ \ DATED FEB. 5. 2018 (SEE SHEET C1.7 FOR DETAILS) A581 SIGN 16'L x 2'W x 6'H COMPACTED TO 90% \ "THE CONTRACTOR SHALL EXCAVATE AND BACKFILL THE BIO-SWALE IN SUCH A MANNER AS ' 2X / CONCRETE FOR V -GUTTER SHALL BE \ TO NOT DAMAGE THE ADJACENT PROPERTY OR IMPROVEMENTS. IT IS THE CONTRACTOR'S �� �9 END GRADED \ SWALE CLASS "B" AND SHALL BE WITHIN RESPONSIBILITY TO PROVIDE AND IMPLEMENT ALL NECESSARY ACTIONS AVOID DAMAGE \ ' HIGH " " SHOULD THE ADJACENT PROPERTY IMPROVEMENTS BE DAMAGED BY THE EXCAVATION OR \ i I ,', �� VERTI-CRETE WALL 2.5 AND 5.5 SLUMP O\ \\� >se ;arcs \ CONTRACTOR'S OPERATIONS, THE CONTRACTOR WILL BE RESPONSIBLE FOR REPLACEMENT �� 4' CONC. os CONFORM TO EXISTING ' \ AND REPAIR OF SAID IMPROVEMENTS' Al \ , X81 '`si � GRADES AND FIELD ADJUST C 2 WIDE V GUTTER EXISTING G 9, ^ J_ ?6,c� , k AS NEEDED TO ALLOW FOR NO SCALE �`n \ \ R/W i �O� \C PP \(� C, k 33¢��1 ���? 012 80st� �� �, SMSOOTH TRANSITIONS ITIVE DRAINAGE AND C12 \ \ ------ P N w PP - - - - \ - �rEXISTING CURB, GUTTER & 12 SIDEWALK ✓ ( ( 1.15x J_ _ _ �G / �' AT LOW POINT ADE BIOSWALE TO DRAIN " 6' ----------------- - - - - - (0.230 - O ( - �Ok ��o (1.267.) 24" 6" 1 \ ���� �Hp) 1.4 7.) \p �O (iJ07.) A- �- 1 /2" RAD-��1 5 1/2- RAD A \ �� ,� CONFORM TO EXISTING GRADES 12 SIDEWALK F \ \ F " *12" AS INDICATED MATCH EXISTING 1/2" RADS 1'5ON PLANS a - N 1p, ` N . AND FIELD ADJUST AS NEEDED TO � \ X38 CURB & GUTTER \ ALLOW FOR POSITIVE DRAINAGE STORM WATER TO SURFACE DRAIN \ \ AND SMOOTH TRANSITIONS \ (SOT-4NEW 36' DRIVEWAY ATO OFFSITE STORM DRAINAGE BASIN It PER COB ST -4 0 ^ GENEVA AVENUE - -- - -- + +Q > +� CONCRETE FOR CURBING SHALL BE CONCRETE FOR CURBING SHALL BE S SS SS SS SS SS ��- �� SS SS 1 )' SS S SS 10"- S'S +S�---- CLASS "B" AND SHALL BE WITHIN 2.5" CLASS "B" AND SHALL BE WITHIN 2.5" _ - - - - SFO NOT AND 5.5" SLUMP AND 5.5" SLUMP FOUND ' I \ - N8952'30'W A 6" CURB AND GUTTER B 6" CONCRETE CURB 1po - - NO SCALE - NO SCALE��1 - - - -381 C-12 C _ \ -- - \------- _+_======____ CITY RECORDS N0. SEE PLANS FOR WIDTH SLOPE AS INDICATED ON PLANS \,---4" THICK CONCRETE OVER 12" NAT. GRD. COMPACTED TO 90% CONCRETE SHALL BE CLASS "B" AND SHALL BE WITHIN 2.5" AND 5.5" SLUMP D SIDEWALK C-12 NO SCALE N 0 10 20 40 I inch = 20 f1~ id S M M to i �Ld) �F-Taco rwi Q ao JNc%4 z v � I� CL �Lu 00 as M id S HEET N0. C1.2 OF 8 Lu z Lua 00 as M � 0 g o a W w m > U Z Z W W W n Lu O U Y O U W z HEET N0. C1.2 OF 8 RAILROAD \ \\ ARMS \\\U \\ & GUTTER \ \,NEW CURB, GUTTER \ & 10' SIDEWALK N G\ ' \� PARKIN Za \, SIGN \\ \\ a�►, ,�o C14 NEW 36' DRIVEWAY \\ C1.8 PER COB ST -4 r� • 60 PLI M TD ` \ C7 SIGN 6' CURB' C7 lop \ \ \\ STREET LIGHT \ �' \\ #70729 \. \\ Do \ NOTE: s IMPROVEMENTS CONSTRUCTED WITHIN CITY �.. RIGHT OF WAY WILL BE PERFORMED UNDER \ STREET PERMIT. SEE OFF-SITE IMPROVEMENT PLANS FOR\ DETAILS. \ \ D \\ NEW CURB, GUTTER \\ �\ & 10' SIDEWALK II LIGHTED PYLON \\\\ 11 SIGN 16'Lx2'Wx6'H14 \\\\ \\ )) EXISTING CURB, GUTTER \\ \-i & 10' SIDEWALK \\\ %� 2-i' CONC CHANNELS 2-2' CURB OPENINGS PARKING LOT \ PP \ \ �O 15' TALL \ EXISTING BUILDING \ iso \ \ 3'x56' \ PER F \6i PP EXISTING CURB, GUTTER 12' SIDEWALK 12' SIDEWALK - NOTE: IMPROVEMENTS CONSTRUCTED WITHIN CITY RIGHT OF WAY WILL BE PERFORMED UNDER STREET PERMIT. SEE OFF-SITE IMPROVEMENT PLANS FOR DETAILS. r-- � GENEVA AVENUE [ST -4N NEW 3s- UMMI d �,8 PER COB ST -4 EXISTING CURB & GUTTER CURVE LENGTH RADIUS TANGENT DELTA C1 24.65' 50.00' 12.58' 28'14'53" C2 24.65' 50.00' 12.58' 28' 14'53" C3 31.41' 20.00' 19.99' 89'58'29" C4 9.15' 20.00' 4.66' 26' 13'24" C5 21.26' 46.00' 10.82' 26'28'30" C6 8.66' 8.00' 4.81' 62701'52" C7 4.71' 3.00' 3.00' 90'00'00" C8 3.50' 2.00' 2.40' 100' 18'55" C9 18.66' 20.00' 10.07' 53'27'41 " C10 6.09' 3.00' 4.82' 116'13'24" C11 4.83' 2.00' 5.25' 138'18'36" C12 7.85' 5.00' 5.00' 90000'00" C13 3.14' 2.00' 2.00' 90100'00" C14 29.07' 1 15.00' 21.84' 111'02'31" CITY RECORDS NO. N 0 10 20 40 1 inch = 20 ft G\NEER In In co Q i i U. �n O X. O yb/ � w 61 M M W w > o M Lu -, Lu -I�N� "rte l� � 0 to UJ X W a. w 0 c., ��LL. O �# w ui Z o �a a w 61 w Q z Lu U-) a W 4O w 0 c., w rn Z o �a a w m M z M > U ¢_J Z w w LV Q w © v Lu m J 0 co O U W z El, O pt Z 0 VZ J Q Q V u` O N O 0 0 v 0 0 d- fi .- z `° o W v o HEFT NO. C13 OF 8 '; i �1 _ / �" �(,� I I� was ry PLUG END & MARK LOCATION //�/ \ \ 4' SEWER INV. 37&30 \ ' / \ PLUG END & MARK LOCATION PLUG END & MARK LOCATION FUTURE SITE 4 BOLLARDS, CENTER 2 D h0 w DEVELOPMENT AREA ARE REMOVABLE,SEE ELECTRIC � N 0.78 ACS. DETAIL 5B ON SHEET C1.6 �+ UNE \\ \ 34,089 S.F. TRANSFORMER PAD SEE EXISTING RAILROADI ELECTRICAL PLANS FOR \ d'+ CROSSING ARMS \\\ � \ DETAILS, ELEV 383.4 0 — �• \ EXISTING CURB \ & GUTTERc ; �,JQ A; 26' WIDE UTILITY EASEMI BY SEPARATE INSTRUME \NEW CURB, GUTTER \ s \ & 10' SIDEWALK ( SEWER CLEANOUT PARKOING\\ yam FS 382.90 \\ SIGN - ( Q 5'x5' CONC. PAD SEE \\ a- ELECTRICAL PLANS FOR c' \\ �Los ' DETAILS, ELEV 383.4 C ,BIKE RACK �PROPOSED 1 i PROPOSED \ — \ DOLLAR GENERAL / �, \� \ / INSTALL 134 LF. BUILDING 4' SEWER MAIN FF 383.5 01% �PEE\"6, DD PROPOSED TRASH >` \ LIMIT \ \\ \ \ HVAC ON ROOF 4. SEWER ENCLOSURE \ SIGN �\� \\ \ \ \" \ 3' HDPE THROUGH SIDEWALK 8'-6"x18• �� G INV. 376.96 \ SEE ARCHITECTS DETAIL \ / SEE SHEET P1, FROM ARCHITECTUAL PLANS SEWER CLEANOUT FOR BUILDING UTILITY CONNECTION DETAILS \ \ FS 382.72 4" SEWER CONNECTION % % INV. 376.94 BLDG. SERV / \\ INV. 379.40 \ � .� SEWER CLEANOUT POC \ �J FS 38276 i / 1' WATER A �� INSTALL 123 LF. , ,A ' SEWER MAIN 402 \ �•.f� �` �, \ OUT •iS ( \4! V -GUTTER G �\� \\ \\ ` / / ��• ti5�9 \ SFS 382.44EWER CLEAN •.'� WATER LINE TO BE �cP \� \ \\ ( �\ o \ ,�1• INV. 37&93 1 IN SEPARATE TRENt`kl S SEWER C \� 1* DOMESTICTALL 110 \� � , FS 38283 INSTALL FlRE 60. \ WATER UNE `387 PP HYDRANT ASSEMBLY \ INSTALL 160 LF. PER W-3 INSTALL ELBOWS &\� P 6' FIRE WATER UNE \ C THRUST BLOCKS NEW CURB, GUTTER P \\ �\ & 10 SIDEWALK ;�-_--_-------� .� 158.63' \ \\ \ S87'S1 01 W < EXISTING ASPHALT LIGHTED PYLON PARKING LOT As E \ SIGN 16'Lx2'Wx6'H \�\� / \ \ \ G� TOWER \\ \ > \ \ \ \ \ 'yam \ INSTALL ELBOWS S EXISTING CURB, GOITER \\\\\ � , \ \ �� \ \ &THRUST BL\ S 10 SIDEWALK \ J GAS UNE INSTALL 129 LF 4' SEWER MAIN 01% INSTALL 129 LF. �4' SEWER MAIN O Ix CONNECT TO S.M.H. SEE SHEET C2.4 FROM STREET & SEWER IMPROVEMENT PLANS FOR 6' SEWER & S.M.H. 6" INV. 375.37 Q (SEPARATE PERMIT) i UTILITY EASEMENT BY SEPARATE INSTRUMENT B7 - ' �\ \ INSTALL STIC315 LF. SEE SHEET C24 FROM STREET & SEWER Q \ \ PP WATER UNE N�IMPROVEMENT PLANS FOR 6' SEWER MAIN O 17G c") I \ \ , m (SEPARATE PERMIT) fid' y J1 15 TALL \ INSTALL 430 LF. EXISTING BUILDING \ �� 6" FIRE WATER UNE \ ROPER MAINTAIN THROUGH EOUGH I ` \ L \ \ rcA \ DETENTION PP BASINxBIOSWALE INSTALL DOUBLE DETECTOR CHECK ASSEMBLY \ \ \t INSTALL 1-1' BACKFLOW ASSEMBLY W/ PROTECTIVE ENCLOSURE PER DETAIL BELOW LEFT \ \ AND CAL WATER SERVICE STANDARDS I \ SEE SHEET L2 FOR 3/4' LANDSCAPE CONNECTION \ 13' 3 10' DOMESTIC AND LANDSCAPE WALL SHARE SERVICE ! \ \ CONNECTION--- C ��411 pp A / i LIGHTED PYLON / ( SIGN 16'Lx2'Wx6'H I � / R/VII (LL PP \ via - - EXISTING CURB, GUTTER �° a ! o c & 12' SIDEWALK ��--_------- — —� — 380\ \ EXISTING CURB s� NEW 12' SIDEWALK & GUTTER � � NOTE:-- IMPROVEMENTS CONSTRUCTED WITHIN CITY RIGHT OF WAY 1 38� WILL BE PERFORMED UNDER STREET PERMIT. SEE SEE STREET & SEWER IMPROVEMENT PLANS FOR DRIVEWAY, SIDEWALK & SEWER. SEE CAL WATER PLANS FOR WATER GENEVA AVENUE SERVICE LINES. FIREWATER AND WATER METERS.-- — — —_ _ -----10- ss SS SS-10".SS S SS _ N89'52'330'WCAUM2L_ 1 1' do t-6' SERVICE LINES, METER & GATE VALVE, U11LITY CROSSINGS_. -- — _ SEE SHEET C24 AND CAL WATER PLANS FOR DETAILS AND MATERIALS. CAL WATER SERVICE WILL INSTALL 0 TAP TO MAIN LINE. CONTRACTOR TO COORDINATE. ---------------'---- FH WV W 8"-W A N OTE CONTRACTOR TO VERIFY SEWER M.H. & INVERT ELEVATIONS DURING CONSTRUCTION AND ALERT ENGINEER IF SLOPE CHANGES ARE REQUIRED i NOTES 1. CONTRACTOR TO COORDINATE TRENCHING FOR POWER AND GAS WITH UTILITY COMPANY. 2. CONTRACTOR TO VERIFY SEWER AND WATER POINT OF CONNECTION WITH PLUMBING AND ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION. 3. CONTRACTOR TO VERIFY SEWER INVERT ELEVATIONS DURING CONSTRUCTION AND ALERT ENGINEER IF SLOPE CHANGES ARE REQUIRED. 4. ALL WORK IN THE STREET R/W SHALL BE CONTROLLED, INSPECTED BY COB ENCROACHMENT PERMITS AND SHALL BE PERFORMED PER CURRENT AGENCY STANDARDS. UTILMES ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY SEE SEWER AND WATER IMPROVEMENTS PLANS Know what's below c all Jill 811 before you dig > CONTRACTOR SHALL CONTACT 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO CONSTRUCTION CITY RECORDS NO. ��G��1EER v 5 I LID o ¢ L i u LL c W �n 6 0. z w e , 038 i 01- rCV 1431 c'4 LU cro- cCO M �0) a 0 c r-•� w ° rn C-4 J Z> N � M F- t- LU 0)IU � (L 0 u co �� �Q O M Ct4 W T � a � OF v co W wO 0000 .- m ��G��1EER v 5 I LID o ¢ L i u LL c W �n 6 0. z w e , 038 i M 1431 iC LU cro- cCO wp1l a .6L m om w C-4 J Z> N � M F- t- LU � (L 0 u co �� �Q SHEET NO. Ct4 N 0 10 20 40 I inch = 20 ft 1431 iC LU a w tC� a W'C Z co �� �Q SHEET NO. Ct4 W T � a � OF 8 W wO m z J LLI U ZQ p Z W W O W n w OUj U Y<t a) ® W z N 0 10 20 40 I inch = 20 ft 1431 iC I; SHEET NO. Ct4 OF 8 EXISTING RAILROAD,\\\ CROSSING ARMS \ �y \! EXISTING CURB \\\ INS1 \\ & GUTTER 12" \ ,NEW CURB, GUTTER \ & 10' SIDEWALK > \\\ yam \ t63 \ ' rortr— LAIVL—" 5 STRIPING \\ ST -4 NEW 36' DRIVEWAY \\ C1.8 PER COB ST -4 \ / \\ \\ \\ S INSTALL ENTRANCE \ \\C1.6 WARNING SIGN 6" CURB \ \\ ? 1O \\ INSTALL ENTRANCE \\ \ C1.6 WARNING SIGN _ \\ \ NEW CURB, GUTTER & 10' SIDEWALK s \\ LIGHTED PYLON SIGN 16'Lx2'Wx6'H \\\\\ �))) EXISTING CURB. GUTTER \\ -i & 10' SIDEWALK \\\ EXISTING ASPHALT PARKING LOT — I f� �- EXISTING CURB, GUTTER & 12' SIDEWALK q GENEVA AVENUE NEW 36' DRIVEWAY_ PER COB ST -4 0 N89'52'30"W LIGHTED PYLON SIGN 16'Lx2'Wx6'H EXISTING CURB & GUTTER STRIPING LEGEND M cow SURFACES SHOULD BE CLEAN, DRY AND YELLOW CURBING METAL SURFACES FREE OF HEAVY RUST AND BOLLARDS - 2 COATS SHERWIN WILLIAMS - KEM 4000 PARKING LOT ACRYLIC ALKYD ENAMEL SAFETY YELLOW Q z B55Y300 STRIPING - SURFACES SHOULD BE CLEAN, DRY. PARKING LOT TOP COAT SHERWIN WILLIAMS - PROMAR �o.LL TRAFFIC MARKING PAINT YELLOW TM5495 HANDICAP SURFACES SHOULD BE CLEAN, DRY. STRIPING - TOP COAT SHERWIN WILLIAMS - PROMAR PARKING LOT TRAFFIC MARKING PAINT "H.C." BLUE FIRE LANE RED PAINT TO BE PAINTED ON FACE OF STRIPING CURB AND TOP OF CURB WHEN PRESENT ..� AND PAINTED ON FLAT FINISHED SURFACE WHEN NO CURB IS PRESENT. CITY RECORDS NO. N 0 10 20 40 1 inch = 20 ft. O ,r co NM (W w z V)o {; o m W � I H 4t � 0 LD 1-1 \NEER Lo ao QP L Lo N W L M tWi- ti U cp ti �n 6 d w /938 it w w CD 00 w M T- w rn =E+. o w ¢ X Ww o M CW Z J G w U a ,o Z W W w x 0 �¢ O V w Z r" M cow CO U) V +�1 � M plooIvu-0�� s Q z As r. Ly _ �o.LL ( O ul w w CD 00 w M T- w rn =E+. o w ¢ X Ww o M CW Z J G w U a ,o Z W W w x 0 �¢ O V w Z r" SHEET NO. cl.5 OF 8 w As w D Q w ( Qo � o SHEET NO. cl.5 OF 8 DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE MUST COMPLY WITH CBC SECTION 118-406.5.12 OR 11B-705 AND AS REQUIRED BY AMERICAN WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES AND CODE REQUIREMENTS. SEE DETAIL 3 _ -- 1:10 MAX. SLOPE PAINTED YELLOW aBOLLARD WITH ACCESSIBLE 6 PARKING SIGN, AS REQUIRED. C1.6 SIDEWALK 20'-0" � o _ Or'Noo 1:10 MAX. SLOPE PAINTED YELLOW 11' NOTE: ALL ACCESSIBLE RAMPS AND ACCESS AISLES SHALL MEET ALL CODES AND ADA REGULATIONS. SEE CBC SECTION 11B-502.3.3 AND 11B-502.6.4 FOR GUIDANCE INTERNATIONAL SYMBOL OF ACCESSIBLIT (ISA) PAINTED ON PAVEMENT 36"x36" IN WHITE ON BLUE BACKGROUND MUST COMPLY WITH CBC 11 B-502.6.4 & 118-703.7.2.1 (TIP.) J or EXPANSION JOINT 0-0-0-O NO PARKING" MIN. 12" TOINT. SYMBOL *VAN CCS BE 0 000000 O Z _ — WHITE LETTERS 0000000 O O O O O -C / Cf p 0000000 Z � 4, O O 6'-0. O ACCESSIBLE/ / MIN. 00000 000 SHOPPING CART /SLOPE RAMP TO BE �" 2 �' MAX C O O _ SLOPE Q _ O —M CENTERED o -1:12 O O ABOUTTHE FRONT DOOR. m OCRAMP 000 0 0 0 U 0 v 0 0 0 oo „o a' 0000 0 0 0 0 IF — — 000000000 Z CONSTRUCT CONCRETE O_O_O_O_0 Or'Noo 1:10 MAX. SLOPE PAINTED YELLOW 11' NOTE: ALL ACCESSIBLE RAMPS AND ACCESS AISLES SHALL MEET ALL CODES AND ADA REGULATIONS. SEE CBC SECTION 11B-502.3.3 AND 11B-502.6.4 FOR GUIDANCE INTERNATIONAL SYMBOL OF ACCESSIBLIT (ISA) PAINTED ON PAVEMENT 36"x36" IN WHITE ON BLUE BACKGROUND MUST COMPLY WITH CBC 11 B-502.6.4 & 118-703.7.2.1 (TIP.) J ACCESSIBLE PARKING DETAILS NO SCALE STANDARD PARKING SPACE STRIPING --� "NO PARKING" MIN. 12" WHITE LETTERS INTERNATIONAL SYMBOL OF ACCESSIBLITY (ISA) PAINTED ON PAVEMENT 36"x36" IN WHITE ON BLUE BACKGROUND MUST COMPLY WITH CBC 11B-502.6.4 & 11B-703.72.1 (TYP.) ACCESSIBLE PARKING, 2 ACCESS RAMP & ACCESS AISLE DETAILS C1.6 NO SCALE 0.18` Min AND 0.45" Min AND 0.47" Max CENTER TO CENTER Max STOP DIAMETER 0.22" Max l C SPACING W0.90" Min AND 0.92" Max 000 BASE DIAMETER RASED TRUNCATED DOME PATTERN (IN -UNE) DETECTABLE WARNING SURFACE NOTES: 1. TRUNCATED DOMES TO COMPLY WITH ADA STANDARDS 1. THE P SHALL HAVE A 12-INCHI WIDE BORDER WITH 1 /_4 -INCH GROOVES APPROXIMATELY 3/4 INCH O.C. SEE GROVING DETAIL 2. EXPANSION JOINTS SHALL BE EITHER (A)_ 1/4" TO 1/2" PREMOLDED EXPANSION JOINT FILLER PPEERR SSEEC. 51-1.12 OF �ANA(WE�NED IONSPANE EXTRUSION OR B 2' SHINE ONLY) 3. CONCRETE SHALL BE CLASS B (5 SACK/C Y). NO COLORING SHALL BE ADDED. 4. CONCRETE 0.5' THICK (MONOLITHIC WITH CURB RETURN) 5. THAT EXTENDS THE FUSHALL LL WIDTH DA 1 WARNING SURFACE DEPTH OF THE RAMP. WARNING SURFACE NEAREST O STREET SHALL BE BETWEEN 6" AND 8" FROM FLAWUNE. 6. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. RAISED TRUNCATED DOMES NO SCALE 6'- 5.0' or EXPANSION JOINT 0 NO PARKING" MIN. 12" TOINT. SYMBOL *VAN CCS BE 0 Z �+ CA WHITE LETTERS RELECTORIZED AND A MINIMUM OF 12"x6". -C AND COMPLY WITH CBC 118-502.6.1 Cf p D Z SEE NOTE 1 O ADD ADDITIONAL SIGN OR ADDITONAL LANGUAGE 0 V .-_ O CD co SCORE T li Q LINE m 0�0 0 o„ ,n oo „o a' =10U) F- Lr) CO COMPLY WITH CBC 11B-502.6.2 Z CONSTRUCT CONCRETE O Z v PAD T -6"x8'-6" STANDARD x4 PIPE COLUMN. O I DUTY k,, a c BOLLARD 6" DIAMETER CONCRETE PAINTED 't' 4" STRIPES @ 36" O.C. AT INTERNATIONAL SYMBOL OF ACCESSIBLIT W YELLOW 45 DEGREES BLUE WITH (ISA) PAINTED ON PAVEMENT Li") BLUE BORDER 36"x36" IN WHITE ON BLUE BACKGROUND CONCRETE SURROUND et LU 0 MUST COMPLY WITH CBC 118-502.6.4 & M LU rn AROUND PIPE COLUMN. 118-703.72.1 (TIP.) Q Q LLI A f e Ililll :a.: J a BOLLARD WITH s =) Z J � V ACCESSIBLE PARKING SIGN AS REQUIRED. C1.6 4" PARKING SPACE f -STRIPE BLUE jr W ACCESSIBLE PARKING DETAILS NO SCALE STANDARD PARKING SPACE STRIPING --� "NO PARKING" MIN. 12" WHITE LETTERS INTERNATIONAL SYMBOL OF ACCESSIBLITY (ISA) PAINTED ON PAVEMENT 36"x36" IN WHITE ON BLUE BACKGROUND MUST COMPLY WITH CBC 11B-502.6.4 & 11B-703.72.1 (TYP.) ACCESSIBLE PARKING, 2 ACCESS RAMP & ACCESS AISLE DETAILS C1.6 NO SCALE 0.18` Min AND 0.45" Min AND 0.47" Max CENTER TO CENTER Max STOP DIAMETER 0.22" Max l C SPACING W0.90" Min AND 0.92" Max 000 BASE DIAMETER RASED TRUNCATED DOME PATTERN (IN -UNE) DETECTABLE WARNING SURFACE NOTES: 1. TRUNCATED DOMES TO COMPLY WITH ADA STANDARDS 1. THE P SHALL HAVE A 12-INCHI WIDE BORDER WITH 1 /_4 -INCH GROOVES APPROXIMATELY 3/4 INCH O.C. SEE GROVING DETAIL 2. EXPANSION JOINTS SHALL BE EITHER (A)_ 1/4" TO 1/2" PREMOLDED EXPANSION JOINT FILLER PPEERR SSEEC. 51-1.12 OF �ANA(WE�NED IONSPANE EXTRUSION OR B 2' SHINE ONLY) 3. CONCRETE SHALL BE CLASS B (5 SACK/C Y). NO COLORING SHALL BE ADDED. 4. CONCRETE 0.5' THICK (MONOLITHIC WITH CURB RETURN) 5. THAT EXTENDS THE FUSHALL LL WIDTH DA 1 WARNING SURFACE DEPTH OF THE RAMP. WARNING SURFACE NEAREST O STREET SHALL BE BETWEEN 6" AND 8" FROM FLAWUNE. 6. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. RAISED TRUNCATED DOMES NO SCALE 6'- 5.0' or EXPANSION JOINT 0 ACCESSIBLE TOINT. SYMBOL *VAN CCS BE 0 B� �+ CA - V) RELECTORIZED AND A MINIMUM OF 12"x6". -C AND COMPLY WITH CBC 118-502.6.1 Cf p D Z SEE NOTE 1 0 co L -a ADD ADDITIONAL SIGN OR ADDITONAL LANGUAGE 0 V .-_ CD co SCORE T —Z— LINE ACCESS. "MINIMUM FINE #250". LETTERING ON 0�0 0 o„ ,n oo „o T ? c 2 - � v APPROX. 3/4` r '. .. 1/4. GROOVING DETAIL K'4 - CURB RAMP NO SCALE 6" DIAMETER CONCRETE 16 AW FILLED STEEL TUBE 1 PAINTED YELLOW. io (( Id a CONCRETE NC_eReE TE SU RROUND AROUND PIPE COLUMN . O a o II 111 a' III- I— MIN. 5 BOLLARD "6 NO SCALE STANDARD STATE APPROVED ACCESSIBLE SIGNAGE INSTALLED ON A METAL COLUMN AT THE PROPER HEIGHT REQUIRED. MUST COMPLY WITH CBC 11B-502.8 VAN I'-6' MIN. 6 ACCESSIBLE PARKING SIGN C1 "6 NO SCALE w z c v j rn o z UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT (ADDRESS) OR BY TELEPHONING (TELEPHONE NUMBER)) rini uM p 5250 ---- ADD ADDITIONAL SIGN OR ADDITONAL LANWAa TO NEW AND /OR EXISITTG INT. SYMBOL OF ACCESS. "MINIMUM FINE $250". LETTERING ON SIGN MUST BE A MIN. OF 1" IN HEIGHT. 2-9/4' 6ALV. STD. W. 5TML P47" PIPE IAM Ur VIAICTER PST 1713 FOOTING, 17'x22" (MIN.) ENTRY WARNING SIGN W/ ALUM. EXTRUDED POSTS. SIGN TO READ AS PER EXAMPLE APPROPRIATE INFORMATION MUST BE INCLUDED ON SIGN. LETTERING ON SIGN MUST BE A MIN. OF 1" IN HEIGHT. APPROPRIATE INFORMATION MUST BE INCLUDED ON SIGN (MIN. OF 1" IN HEIGHT) THREADED CAP 6" DIAMETER STEEL TUBE o AW PAINTED YELLOW. 1 io CONCRETE SURROUND8" PIPE SLEEVE AROUND PIPE COLUMN. -\ -4 . d a '_. 1 III • " II� 6 I I— a •A MIN. 5B 5B REMOVABLE BOLLARD C� "6 NO SCALE 516N FM 'YAIF205 OF 'BEST MANIFAClMN6 516N 5Y5756' 12" WN. IFIELOt BLUE S' NUDES NHITE BORDER i SYMIBOL. ARROK Due SALY. STV. W. iOUND PIPE NTH ovix FOOTING, DL9:P 2ETE SURROUND VD PIPE. 7 ACCESSIBLE PATH SIGN C1 "6 NO SCALE KNETE SURROUND IUND PIPE. 8 SITE ENTRY WARNING SIGN C1 "6 NO SCALE CLEAN AIR VANPOOL EV LAST WORDS ALIGNED WITH "CLEAN AIR / VANPOOL / EV" END OF STALL STRIPING MIN. 10" WHITE LETTERS MUST COMPLY WITH CALGREEN 5.106.52.1 (TYP.) 9 CLEAN AIR NANPOOL / EV C1.6 SPRIPING NO SCALE CITY RECORDS NO. or ADD ADDITIONAL. SIGN OR ADDITONAL LANGUAGE 0 ACCESSIBLE TOINT. SYMBOL *VAN CCS BE 0 a0 B� �+ CA - V) RELECTORIZED AND A MINIMUM OF 12"x6". -C AND COMPLY WITH CBC 118-502.6.1 Cf p Minimum Fine $250 Z 0 co L -a ADD ADDITIONAL SIGN OR ADDITONAL LANGUAGE 0 V .-_ CD co TO NEW AND /OR EXISTING INT. SYMBOL OF T —Z— ,` h ACCESS. "MINIMUM FINE #250". LETTERING ON 0 M SIGN MUST BE A MIN. OF 1" IN HEIGHT AND =10U) F- Lr) CO COMPLY WITH CBC 11B-502.6.2 Z BOLT SKINS TO GALVANIZED METAL Z v x4 PIPE COLUMN. O I = k,, c 6" DIAMETER CONCRETE W FILLED STEEL TUBE z Q Li") PAINTED YELLOW. CONCRETE SURROUND et LU 0 T- M LU rn AROUND PIPE COLUMN. Q Q LLI A f e Ililll :a.: Q o a IIIIIIII =) Z J � V Q Z jr W W I II 4 O �d E-- I" U LJJ Z I II •' D I'-6' MIN. 6 ACCESSIBLE PARKING SIGN C1 "6 NO SCALE w z c v j rn o z UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT (ADDRESS) OR BY TELEPHONING (TELEPHONE NUMBER)) rini uM p 5250 ---- ADD ADDITIONAL SIGN OR ADDITONAL LANWAa TO NEW AND /OR EXISITTG INT. SYMBOL OF ACCESS. "MINIMUM FINE $250". LETTERING ON SIGN MUST BE A MIN. OF 1" IN HEIGHT. 2-9/4' 6ALV. STD. W. 5TML P47" PIPE IAM Ur VIAICTER PST 1713 FOOTING, 17'x22" (MIN.) ENTRY WARNING SIGN W/ ALUM. EXTRUDED POSTS. SIGN TO READ AS PER EXAMPLE APPROPRIATE INFORMATION MUST BE INCLUDED ON SIGN. LETTERING ON SIGN MUST BE A MIN. OF 1" IN HEIGHT. APPROPRIATE INFORMATION MUST BE INCLUDED ON SIGN (MIN. OF 1" IN HEIGHT) THREADED CAP 6" DIAMETER STEEL TUBE o AW PAINTED YELLOW. 1 io CONCRETE SURROUND8" PIPE SLEEVE AROUND PIPE COLUMN. -\ -4 . d a '_. 1 III • " II� 6 I I— a •A MIN. 5B 5B REMOVABLE BOLLARD C� "6 NO SCALE 516N FM 'YAIF205 OF 'BEST MANIFAClMN6 516N 5Y5756' 12" WN. IFIELOt BLUE S' NUDES NHITE BORDER i SYMIBOL. ARROK Due SALY. STV. W. iOUND PIPE NTH ovix FOOTING, DL9:P 2ETE SURROUND VD PIPE. 7 ACCESSIBLE PATH SIGN C1 "6 NO SCALE KNETE SURROUND IUND PIPE. 8 SITE ENTRY WARNING SIGN C1 "6 NO SCALE CLEAN AIR VANPOOL EV LAST WORDS ALIGNED WITH "CLEAN AIR / VANPOOL / EV" END OF STALL STRIPING MIN. 10" WHITE LETTERS MUST COMPLY WITH CALGREEN 5.106.52.1 (TYP.) 9 CLEAN AIR NANPOOL / EV C1.6 SPRIPING NO SCALE CITY RECORDS NO. to a2 O QPM Lo I N O w ti U (o Z X O� fib/ w or M M 0 0 a0 F � �+ CA - V) C) -C i+ Cf p 1` Z 0 co L -a w 0 V .-_ CD co I 'd T —Z— ,` h j 0 M t -ol =10U) F- Lr) CO OO 0 co to a2 O QPM Lo I N O w ti U (o Z X O� fib/ w SHEET NO. C16 I M M 0 0 a0 F � O v Q hs - V) C) c i+ Cf p 2 Z Uj CD co T —Z— j t -ol =10U) F- Lr) O x4 k,, W z Q Li") 00 et LU 0 T- M LU rn Q Q LLI W Q o =) Z J � V Q Z jr W W w W O �d E-- 0 H m O U LJJ Z SHEET NO. C16 0 O v Q hs I �O c .c 2 Z SHEET NO. C16 i 26.25' 25e25' h �► 1.375 w w See Detoi A 2.0' FT Clear Opening 325' SECTION A -A 1.5' se►f oh*kg blind pick hole L Nofch lid to ford pick hole �- note 11. 1.0' pattern 1.0attern letters, 0.125'ho 1. AN frames and covers shill be tested for accuracy of fit and shad be marked it sets prior to delimy 2. The seats of frames and beahrg faces of the covers shall be machined for a smooth nm-mc�fkarg N between the two castings J Castings shaV be thoroughly denied and dipped twice in a quick-d*g, jet-black apWile emnpound to Protide a protective coating. 4. AI Acnes and cover's shah be gray cost iron, ties ham ways, rav* holes, seeds and oakpshot, and shag hove a wakma Ike NA Highway loading should be HS 20-44. 5v Costing shad c afam to the provisions of the specifications for gray -iron castings, serial de*atlon ASTM.• A-46 (latest revision), pans No. MR 6. The now of the manufacturing company snap be of the underside of the cover. 7. Manhole frame shah weigh not /ass than 120 lbs nor more than 250 lbs. Rte coax shall weo not less than 120 lbs nor more than 200 lbs. o 6 Manhole covers shah have a self drakrb►g blind pick hde unless otherwise improved by the City Engineer 1. pattern letters, a125" high 20' pattern letters, Q 125' high A " p letters Q 125' MANHOLE high. Location Ax country of Main 20' Concrete Foundation Fra nota n.. 1.0 Dia center hole poftem -� D.125' CLEANOUT high "A " 9. The 20' pattern letters m the manhole toners shad hove one of the following designaDRAW a &Wnr ORA 1Q Assembly shill be designed for highway loafing o/ HS 20-44. 11. 20" x 1.0" dramand mot 0.125' deep Flt.E►v�: SW -GM Machined $arfaAeS DE TAIL p�+:�e�adae:°.. •r P.GG slob not to be pokxed unto paying is len pkxae - Sowovt & Fnisli - .0.5'Rad CLEANOUT SECTION NO TES. 1. All wok shop conform to the opoticahle sections of the spedficotians entitled 'Standard Specifications, State of Cdlfania, Business and Transportation Agency, Department of Tianspartotian ; approved current edition. 2 Pipe materiel shill meet 1.4.2 3 All concrete shalt be Liars 'A". 4. Cleanout home and court shah conform to the City of Bdkersfieid standard SW-6 Concrete shah have no addti►es unless prier written approval is obtai►ed from the LYfy F.ingneer. 6. Canasta shad be cured with o white pigmented curing anpor oa►d per Sea 90-7.O1B of the standard specx 7. top of slate shill be troweled smooth and givtx, o lighter froom inial,. B 95X rdotive corrtpactivn is required per city std ST -13. ix.EvrAVAE: SW O ` � � +she `•sec'iioq: I ' 1 � Cinits of 95X I corrnpactlon Limits of 95X I per ST -13 compaction � 1 per ST -13 1 I i I I i I I r I I 1 COMPACTlON DETAIL 9. Badding paper or plastic shad be placed between the 0.5' concrete Apandotion and 4.5' slab f0. fi/ maty between prjoe and corder with 9r'awf to within 0.5" of tap of P9ve. Caddk rsn►aining Q5" with approved mastic to top of pjve for wafer tight sed 11. Collar shad be VCP, ABS or PVC pp>& i2 Fnlshed PCC slaeb to be Q 125' mix an d 0.25' maps below fnished paving surface. If ,, adjust R/M' ar Job Wm" 4.0'o* rQd aoaernart to aac�anunoobie kd� QO" ni* aYpth o/ olive approodn. 2Q:!►w �slgpa f p- � 6.0' mix � �� . ��• • 14 Raba - 24' a both rrn)% ►Fel' vlldMn of approoclti Y - jr Rebar, ewary 00 20' deaaxe ftNon m bottom of a+arxxete: SEc nDN A -AiFf '�°� '� °' orb t gutter. t. AI eavkrnanshjo and rmOterids steal aanAprm to Mme � tQ Sections of aaafilq Dins appraA* bang ►shaved As repracanrdnf sertiaxs of the Weofthrras enffM:d Vote of Cdfamtlt G of atwlt be sowavt of tri ,smuts of r+artw►af at *wted by 0ha City En0n+'a Tia"partotiarr, Stamhrd $oeaficnticns, hersaRrw Anorin astandad The sertim bang nromorad sAnr/ be o mok of SO' h Mngtli and sawcutr Slpeaifications; arrant City aa6trarx shd ardgn rsMn eyaistiq print or some Aimee. Ryabrarnent shat' aanApm► 2 A aArrartt sbael Pam? barred by the Gtr of ""ANl�bfic ander fa the ad�aaent aadstiq iganMnnrnts Nbks Depadnenf must occanrpmy alt .+cvk wrMrir City riot -of -way .I Subgr`nde alrad be canstrtrctad bvs to gnaie and sass sacbbr It Sections bov wftw aw be Pmw moral oOffiffWA n" pOvarrwr6 and ca►n/nocted to slSir of mavarrAum atry density as dstam►ined by Astir R +� good conadtian.and wMn pnbrdggorovd d Mie ah' Engi,ew. ASTM D-1557 to a allpMn of &D' bablr top of au6grnois � �9 po"�t nrdd be sorart o mix of 2d tern the edge Of concrete or OS ol'rlecfed Pblelnant potdn +rrar/ aanAann S Carxaete for ante gvpr+vad+ shall oarA>rn► to the rsgwirementr Of the to Me nrgltinrnerrtr of Stanabrd Artarl ST -IL Stavrksa► lm for meta► oslrxefe (mix rernanf cantent of 12 GLny and gutter and boat' of approOrati steal be poured aeparotd)C 505 6/CO )d� r�andtlre blp(< OaJfA1► n0 a�aFtiMlS GAS pt1G/ l�p►o1d not mpl0fhiCd)C is abtaired km the Qty 11told rrraprrmwm aeifosobte &wappraoaln widM steer not a+voeed tiOX 5 limber farms anal be surl6ced an the side piked next to fns Of �/mwrti-kmAiy prgoart!' tianrogel Ar* aAoroorl► ainirts�af, concrete arnd anal not be teas Mem 1.5' th/dF Offer � farms and subgrade MW be ba welted innnecFettety prior to canasta praownerrL are shoes an approved pram, shat' be U+e bwti's of such defannirotion. 6 farxrate shd be froweied smfk edged and M+en grvern o bgrrt 14 No gop+ar+af ba» the {.qty fngnaslr, total eppao�dr sikah ft ildWaiq broom Mrneaf'ntety alter Anahirgt ar/ eppossd surfiaces &wvx Wmay be ixreaaed to 50" nmwwnr 16r Ir -r and At -2 user► Bras raaeive a areiAa►m gvpllcobae of «tette pi9nrented aurimg oanporM 'le iaFm►as of semi -butt end ba%r we ao►ranL canAarrming to Ma Stanab•d Spaa>icatfaxa , Rhe concrete surface shad t3 A nriimrn of YY' of UAeiglM web iMal +qtr eine approodYet ba � moist untY MvW e wring aanapovrtd a applied as noted on Staralwd r+Yfd t -SIR a os ayroraMM bl' atr Engi►nr. 7. Eaparnsiat pints shat be oarxstructed at bat/► ands of approot Qkrr 1� �►aoay aar�crian le pem�Rted .afta ,itier of aArey N6alterred pritts< 20" oteep; enol be placed of Deafer of apprnOd► and at JO mac itter►ars or a dratted by the City Engrireer. 17. Na patiav of Ehe eine agareoab anal be oane6t+etd on edP,:eat 8 Eapansian pht or mOfafd enol oaxsisf of prerb►med strjvs of property ia►ta9s ►►lees apsaiWdy 49A'+o+1 by I* citJ' ahaiblal, ndstGent arrpawnd that oanAprm to Mie negrrranantr of the 3 So taibre &Stn Aar am of their acne goproad! tfa+aisd StaxAard *ecifirotipns 9. Mfrers new apprvabah le bang constructed ad/6rcent to axisti7g Aurb and gutter, Mrs eeostitg curb and gutter shat be oompletaly snared "``""---•..'�\ and reptorxd ON mbar as shoes sabots Nb cab art' is © ,\,,d'• alored Apr oommerwImilli-tfawy of he approOah 10' x 4.6y Delectablsee e SaAtcR, fjp both : ��`� °,.�, ..t�,� • � - . l Note s an Defeat ST --tar .. � • . - -=„rods` .' - . , }0 45't .• - Jpp; - tom'' .. �. v, � 19d Ste° t� N" t � C -r w v. 1r% -SREY I & Fnish 20' x 2.0' P.GC. Mix .0.5' Rod Z.0' x 217' P.C.G Max •� : :; . �,. Approved Mastic ir�'aYe/ 20'x w n n DAZE. "x'rio/ts bint CCps famed by uneven hole orf into existing sewer main shat' -- be phrgged with paper before cementin¢ 'Do not use oaekurx 1 o I Cement J PLAN VIEW -- 23' Mix 45' Max Y must not extend into reser mato ELEVATION 1. for pipes 6.0" to 1.0' in adameter, o icensed contractor who hos the proper equgpment and permits is cansiderad m cppnved agent and may acre No the sty's lines or remove a sectkn and construct a w)v or leo For pipes 18' or larger, a manhole must be constructed where coci'►9s are made: The illy inspects' mast observe the installation of sadder t0 Cares 2 Vitrified day pgoe sadches shat be extra strengMn day pee and anal conform to the requremerntr of the Mf;st Coast standards of the Eley pee ixstibuta I YAP sooa'des may have either tlgs or sales 4. Rhe beg shill be truQ, cicuklr and concentric Iw7f► the bas of the pee and ahead be scored an the inside of its antis depth. 5 Openings i7 existing sewer shag be mode only Asgs enough to admit al of sOdade fitting. Lugs a cross not resting on poe sha7 be b/aatsd up and sealed wrMn epoxy glue 6 AI instadat/ans shat be inspected by the Arb6c Nbrks Dgparbnent of the City of BaFersfireM prier to bar" 7. For PVC and ABS p04 fittings shat be injsc6ian marded and steal be irstakd b fne an new ppetnes; art -i► fittings are not permitted an new subdiasims or tier new main tires 8 PVC a A8S sadder shat be rubber gasfreted and shat be k NOTES: stened by stanress steer bands My Doane SW-7RDAN Ev g/SHM Um " STANDARD ,�; r� SEWER PIPE � s"" CONNECTION SC" CITY RECORDS N0. 01- 00 r•OO N M (75 C-4 D W Z > ) a > v OO o W511) rn U-LLI � W W w � �J W V Z w w UJI M M aro N.T.S. SW -7 CRY OF BAS uc tro>ncs oEaar:n►ENr CITY RECORDS N0. 01- 00 r•OO N M (75 C-4 D W Z > ) a > v OO o W511) rn U-LLI � W W w � �J W V Z w w UJI M M aro w v a, Z Z � o w'h w A aro v a, Z Z � w � O U Y O U W Z HEFT NO. C1.8 OF 8 � aro v a, Z Z � HEFT NO. C1.8 OF 8 � NOTE: TC -1 CONSTRUCTION SITE ACCESS TO BE IMPLEMENTED PRIOR TO CONSTRUCTION. Construction Erosion and Sediment Control (ESC) Site Map notes: � 1. All disturbed areas that are inactive for 14 days or more will be temporarily stabilized against wind and rain to prevent soil loss. 2. Update the site map prior to starting work to reflect current site conditions including the erosion and sediment controls that are currently in place. 3. Erosion and sediment controls are to be installed per the schedule. 4. The locations) of equipment storage, fueling, service yards, Material storage areas, sanitary waste facility, concrete washouts, paint wash outs, trash bins/dumpsters;-and stockpiles including soils from excavations and building pad are suggested locations and my need to be changed as a result of construction activity's. 5. The locations of the "in place" erosion and sediment controls will be added to the ESC Map as they are installed or relocated "Ving out the original locations and marking the new location. 4. Blank rows in the legend are to be used to add additional BMP symbols if needed during construction. 5. The location(s) of sanitary waste facility will be placed away from drain inlet(s), on pervious surface (dirt), staked down, and spill contained. 6. The location(s) of paint wash outs and concrete wash out unit(s) will be placed away from drain inlet(s), on pervious surface (dirt lot). 7. The trash bin/dumpster unit(s) will be lidded to protect against wind and rain. 8. The location(s) of stockpiles including soils from excavations and building pad will be identified as materials storage will be covered and bermed to protect against wind and rain. 9. Sediment tracked on the Geneva ,Ave. (Track Out) will be swept up daily r:• -A P. w C, PROPOSED DOLLAR GENERAL BUILDING FF 383.40 4• SEWER CONNEC710N BLDG SERV INV. 379.40 . - _ VM ---- :s 4 9 4 4 \A\ \\ q - GENEVA AVENUE X, ;89 -52 -30 -yl -r.. ..•, wr vas KEY Area of Soil Disturbance —SEA--- Sanitary Waste Facility li Straw Wattle/Fiber Roll —Sill -- Construction Site Boundary Area of SWPPP Control Inlet Protection Ell Equipment and Material Storage Area -- Mater; 1 Storage Area M S I Stabilized Entrance/Exit With "Rumble Plates" 1171 Temporary Sediment Trap Sample Location S Concrete Wash Out lc:v:�01 Paint Wash Out PWO� Construction Tailer C T Trash Bin/Dumpster E 3 11 Silt Fence — SF --- M C ENVIRONMENTAL SOLUTIONS Project Nome and A l*en DOLLAR GENERAL Page Sheet BMP Date 02/20/2018 Scale N.T.S. TITLE - LEGAL DESCRIPTION FIDELITY NATIONAL TITLE COMPANY PH: 559-431-8050 FAX: 559-451-0701 TITLE OFFICER: MARC WISNESKI TITLE NO. FWKN-TO16000941-MW EFFECTIVE DATE: MARCH 30, 2017 AT 7:30 A.M. THE LAND REFERRED TO HEREIN BELOW 1S SITUATED IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: ALL THAT PORTION OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 7 TOWNSHIP 30 SOUTH, RANGE 28 EAST, M.D.B. & M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 7, AND THE EAST LINE OF SOUTH CHESTER AVENUE, 110 FEET WIDE, WHICH IS THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE NORTH 9 DEGREES 00'25" EAST ALONG THE WEST LINE OF SAID NORTHWEST 114 OF THE SOUTHEAST 1/4 OF SECTION 7, A DISTANCE OF 437.61 FEET TO A POINT IN THE SOUTHERLY RIGHT OF WAY LINE OF THE SOUTHERN PACIFIC RAILROAD ASPHALTO BRANCH; THENCE NORTH 40 DEGREES 35'06" EAST ALONG SAID RIGHT OF WAY LINE 66.11 FEET TO THE WEST BOUNDARY OF TRACT 1738; AS SHOWN ON MAP RECORDED IN BOOK 8 PAGE 167 OF MAPS, IN THE OFFICE OF THE KERN COUNTY RECORDER; THENCE SOUTH 0 DEGREES 00'25" WEST ALONG THE WEST BOUNDARY OF TRACT 1738, 83.53 FEET; THENCE SOUTH 28 DEGREES 22'23" EAST ALONG THE -WEST LINE OF TRACT 1738, 494.22 FEET TO A POINT IN THE NORTH LINE OF GENEVA AVENUE; THENCE SOUTH 89 DEGREES 52'30: WEST ALONG THE NORTH LINE OF GENEVA AVENUE 131.19 FEET; THENCE ON A CURVE CONCAVE TO THE SOUTHEAST, SAID CURVE HAVING A DELTA OF 16 DEGREES 48'14" AND A RADIUS OF 358 FEET,A DISTANCE OF 105 FEET; THENCE ON A CURVE CONCAVE TO THE NORTHEAST, SAID CURVE HAVING A DELTA OF 78 DEGREES 33"31" AND A RADIUS OF 20 FEET. A DISTANCE OF 27.42 FEET TO A POINT IN THE EAST LINE OF SOUTH CHESTER AVENUE; THENCE NORTH 28 DEGREES 22'23" WEST ALONG SAID EAST LINE OF SOUTH CHESTER AVENUE. A DISTANCE OF 41.74 FEET TO THE POINT OF BEGINNING, ALSO EXCEPTING THEREFROM THAT PORTION WITHIN THE SOUTH 1/2 OF SECTION 7, DESCRIBED AS FOLLOWS: BEGINNING AT THE WESTERLY TERMINUS OF THAT CERTAIN COURSE HAVING A BEARING OF NORTH 89 DEGREES 52'30" EAST AND A DISTANCE OF 131.185 FEET AS SHOWN ON TRACT 1738 RECORDED IN BOOK 8 PAGE 167, RECORDS OF THE COUNTY RECORDER OF SAID COUNTY THENCE NORTH 89 DEGREES 52'30" EAST ALONG THE NORTHERLY LINE OF GENEVA AVENUE (88 FEET WIDE) 31.64 FEET: THENCE NORTH 28 DEGREES 22'23" WEST PARALLEL TO CHESTER AVENUE (110) FEET WIDE) A DISTANCE OF 150.00 FEET; THENCE SOUTH 87 DEGREES 51'01" WEST, 158.65 FEET TO THE EASTERLY LINE OF SAID CHESTER AVENUE, 150 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 20.00 FEET; THENCE SOUTHEASTERLY AND EASTERLY ALONG SAID CURVE A DISTANCE OF 27.42 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 358.00 FEET; THENCE NORTHEASTERLY AND EASTERLY ALONG SAID CURVE A DISTANCE OF 105.00 FEET TO THE POINT OF BEGINNING. PARCEL 2: THAT PORTION OF THE NORTHEAST 1/4 OF THE SOUTH WEST 1/4 OF SECTION 7, TOWNSHIP 30 SOUTH, RANGE 28, EAST,- M.D.B.7M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS; BEGINNING AT THE INTERSECTION OF THE EAST LINE OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 7, WITH THE EASTERLY LINE OF SOUTH CHESTER AVENUE (110 FEET WIDE), THENCE NORTH 0 DEGREES 00'25" EAST, ALONG SAID EAST LINE OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 7,437.61 FEET TO THE INTERSECTION OF SAID LINE WITH SOUTHEASTERLY RIGHT OF WAY LINE OF SOUTHERN PACIFIC RAILROAD ASPHALTO BRANCH (100 FEET WIDE), THENCE SOUTH 40 DEGREES 35'06" WEST ALONG SAID SOUTHEASTERLY RIGHT OF WAY LINE, 222.86 FEET TO A POINT IN THE SAID EASTERLY LINE OF SOUTH CHESTER AVENUE, 294.59 FEET TO THE POINT OF BEGINNING. EXCEPT THAT PORTION WITHIN THE SOUTH 1/2 OF SECTION 7, DESCRIBED AS FOLLOWS: BEGINNING AT THE WESTERLY TERMINUS OF THAT CERTAIN COURSE HAVING A BEARING OF NORTH 89 DEGREES 52'30" EAST AND A DISTANCE OF 131.185 FEET AS SHOWN ON TRACT 1738 AS RESERVED IN BOOK 8 PAGE 167 RECORDS OF THE COUNTY RECORDER OF SAID COUNTY; THENCE NORTH 89 DEGREES 52'30" EAST ALONG THE NORTHERLY LINE OF GENEVA AVENUE (80 FEET WIDE), 31.64 FEET; THENCE NORTH 28 DEGREES 22'23" WEST PARALLEL TO CHESTER AVENUE (110 FEET WIDE), A DISTANCE OF 150.00 FEET; THENCE SOUTH 87 DEGREES.51'01 " WEST, 158.65 FEET TO THE EASTERLY LINE OF SAID CHESTER AVENUE, 150 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 20.00 FEET; THENCE SOUTHEASTERLY AND EASTERLY ALONG SAID CURVE A DISTANCE OF 27.42 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 358.00 FEET; THENCE NORTHEASTERLY AND EASTERLY ALONG SAID CURVE A DISTANCE OF 105.00 FEET TO THE POINT OF BEGINNING. ALSO EXCEPTING THEREFROM 1/2 OF THE OIL, GAS AND OTHER HYDROCARBON SUBSTANCES AS RESERVED BY ELLA PLANZ. () TITLE REPORT NOTES FIDELITY NATIONAL TITLE COMPANY PH: 559-431-8050 FAX: 559-451-0701 TITLE OFFICER: MARC WISNESKI TITLE NO. FWKN-TO16000941-MW EFFECTIVE DATE: MARCH 30, 2017 AT 7:30 A.M. 1. PROPERTY TAXES, WHICH ARE A LIEN NOT YET DUE AND PAYABLE, INCLUDING ANY ASSESSMENTS COLLECTED WITH TAXES TO BE LEVIED FOR THE FISCAL YEAR 2017-2018 2. THE LIEN OF SUPPLEMENTAL OR ESCAPED ASSESSMENTS OF PROPERTY TAXES, IF ANY, MADE PURSUANT TO THE PROVISIONS OF CHAPTER 3.5 (COMMENCING WITH SECTION 75) OR PART 2, CHAPTER 3, ARTICLES 3 AND 4, RESPECTIVELY, OF THE REVENUE AND TAXATION CODE OF THE STATE OF CALIFORNIA AS A RESULT OF THE TRANSFER OF TITLE TO THE VESTEE NAMED IN SCHEDULE A OR AS A RESULT OF CHANGES IN OWNERSHIP OR NEW CONSTRUCTION OCCURRING PRIOR TO DATE OF POLICY. 3. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY, GENDER EXPRESSION, MEDICAL CONDITION OR GENETIC INFORMATION, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN THE DOCUMENT RECORDING DATE: DECEMBER 7, 1945 RECORDING NO.: BOOK 1298, PAGE 468 OF OFFICIAL RECORDS AFFECTS: THAT PART OF SAID LAND LYING WITHIN THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 7. 4� EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: THE CITY OF BAKERSFIELD, A MUNICIPAL CORPORATION PURPOSE: ALLEY RECORDING DATE: MARCH 25, 1955 RECORDING NO.: 019593, BOOK 2395, PAGE 535, OF OFFICIAL RECORDS AFFECTS: ALL THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 7, DESCRIBED AS FOLLOWS: A STRIP OF LAND 20 FEET IN WIDTH, THE CENTERLINE BEING 275 FEET NORTHEASTERLY AT RIGHT ANGLES TO AND PARALLEL WITH THE CENTERLINE OF CHESTER AVENUE, 110 FEET WIDE. EXCEPT ANY PORTION LYING IN THE NORTH 88 FEET OF THE SOUTH 198 FEET OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 7, AND EXCEPT ANY PORTION LYING IN THE WEST 43 FEET OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 7. RESULT TITLE REPORT NOTES RESULT 5. A DEED OF TRUST TO SECURE AN INDEBTEDNESS IN THE AMOUNT SHOWN BELOW, NOT SURVEY BASIS OF BEARINGS: THE CENTER LINE OF CHESTER AVE. AS SHOWN ON TRACT MAP NO 1738. CHECKED BY: RELATED NOT SURVEY AMOUNT: $20,000.00 RELATED 2. BASIS OF ELEVATIONS: NGS BRASS CAP DESIGNATION V364. DATED: AUGUST 27, 2014 ELEVATION = 378.16' NAVD88. NOT SURVEY TRUSTOR/GRANTOR HESHAM MOHAMED ALAWDI, AN UNMARRIED MAN RELATED 3. SITE BENCHMARKS: TRUSTEE: CHICAGO TITLE COMPANY, A CALIFORNIA CORPORATION BM #1 BENEFICIARY: LISA H. SPENCER, A MARRIED WOMAN AS HER SOLE AND SEPARATE PROPERTY, AS ELEVATION = 379.42, AS SHOWN ON SHEET 2. TO 32% AND TRISTAN R. SPENCER, A SINGLE MAN AS TO 28% AND JULIA M. STANTON, A MARRIED THIS SURVEY IS VALID ONLY IF THE DRAWING INCLUDES THE SEAL AND SIGNATURE OF THE SURVEYOR. DOES AFFECT WOMAN AS HER SOLE AND SEPARATE PROPERTY AS TO 40% BLANKET IN 5. CERTIFICATION IS MADE TO THE ORIGINAL PURCHASER OF THE SURVEY, IT IS NOT TRANSFERABLE TO ADDITIONAL LOAN NO.: NONE SHOWN INSTITUTIONS OR SUBSEQUENT OWNERS. 6. RECORDING DATE: SEPTEMBER 12, 2014 7. THE LOCATIONS OF UNDER GROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE GROUND STRUCTURES AND RECORDING NO.: 000214111576 OF OFFICIAL RECORDS RECORD DRAWINGS PROVIDED TO THE SURVEYOR. LOCATIONS OF UNDERGROUND UTILITIES,'STRUCTURES MAY VARY 6. MATTERS WHICH MAY BE DISCLOSED BY AN INSPECTION AND/OR BY A CORRECT ALTA/ACSM ALTA SURVEY AS UNDERGROUND UTILITIES/STRUCTURES. DEPTHS UNKNOWN. LAND TITLE SURVEY OF SAID LAND THAT IS SATISFACTORY TO THE COMPANY, AND/OR BY SHOWN HEREON INQUIRY OF THE PARTIES IN POSSESSION THEREOF. 7. ANY EASEMENTS NOT DISCLOSED BY THE PUBLIC RECORDS AS TO MATTERS AFFECTING TITLE NONE MADE AWARE SHOWN 9. TO REAL PROPERTY, WHETHER OR NOT SAID EASEMENTS ARE VISIBLE AND APPARENT. TO SURVEYOR 8. WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT DISCLOSED BY THE PUBLIC NONE MADE AWARE RECORDS. TO SURVEYOR 9. ANY RIGHTS OF THE PARTIES IN POSSESSION OF A PORTION OF, OR ALL OF, SAID LAND, WHICH NONE MADE AWARE RIGHTS ARE NOT DISCLOSED BY THE PUBLIC RECORDS. TO SURVEYOR DURING THE COURSE OF THE ALTA SURVEY THERE HAVE BEEN NO CHANGES IN THE STREET RIGHT OF WAY LINES. NO THE COMPANY WILL REQUIRE, FOR REVIEW, A FULL AND COMPLETE COPY OF ANY UNRECORDED CHANGES TO STREET RIGHT OF WAY ARE MADE AWARE TO THE SURVEYOR. 13. AGREEMENT, CONTRACT, LICENSE AND/OR LEASE, TOGETHER WITH ALL SUPPLEMENTS, SUMP OR SANITARY LANDFILL. ASSIGNMENTS AND AMENDMENTS THERETO, BEFORE ISSUING ANY POLICY OF TITLE INSURANCE WITHOUT EXCEPTING THIS ITEM FROM COVERAGE. THE COMPANY RESERVES THE RIGHT TO EXCEPT ADDITIONAL ITEMS AND/OR MAKE ADDITIONAL REQUIREMENTS AFTER REVIEWING SAID DOCUMENTS. 10. ANY LIEN OR RIGHT TO A LIEN FOR SERVICES, LABOR OR MATERIAL NOT SHOWN BY THE PUBLIC NOT SURVEY RECORDS. RELATED 11. THE COMPANY WILL REQUIRE THAT AN OWNER'S AFFIDAVIT BE COMPLETED BY THE PARTY(S) NOT SURVEY NAMED BELOW BEFORE THE ISSUANCE OF ANY POLICY OF TITLE INSURANCE. RELATED PARTY(IES): HESHAM MOHAMED ALAWDI THE COMPANY RESERVES THE RIGHT TO ADD ADDITIONAL ITEMS OR MAKE FURTHER REQUIREMENTS AFTER REVIEW OF THE REQUESTED AFFIDAVIT. VICINITY MAP NOTES 1. BASIS OF BEARINGS: THE CENTER LINE OF CHESTER AVE. AS SHOWN ON TRACT MAP NO 1738. CHECKED BY: TAKEN TO BEAR: S28°2223"E NOT SURVEY w RELATED 2. BASIS OF ELEVATIONS: NGS BRASS CAP DESIGNATION V364. ELEVATION = 378.16' NAVD88. NOT SURVEY RELATED 3. SITE BENCHMARKS: BM #1 THE RIM OF THE SEWER MANHOLE AT THE INTERSECTION OF GENEVA AVE AND LEE DRIVE. ELEVATION = 379.42, AS SHOWN ON SHEET 2. 4. THIS SURVEY IS VALID ONLY IF THE DRAWING INCLUDES THE SEAL AND SIGNATURE OF THE SURVEYOR. DOES AFFECT BLANKET IN 5. CERTIFICATION IS MADE TO THE ORIGINAL PURCHASER OF THE SURVEY, IT IS NOT TRANSFERABLE TO ADDITIONAL NATURE INSTITUTIONS OR SUBSEQUENT OWNERS. 6. SUBSURFACE AND ENVIRONMENTAL CONCERNS WERE NOT EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. 7. THE LOCATIONS OF UNDER GROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE GROUND STRUCTURES AND RECORD DRAWINGS PROVIDED TO THE SURVEYOR. LOCATIONS OF UNDERGROUND UTILITIES,'STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. NO EXCAVATIONS WERE MADE DURING THE PROCESS OF THIS SURVEY TO LOCATE UNDERGROUND UTILITIES/STRUCTURES. DEPTHS UNKNOWN. 8. EVERY DOCUMENT OF RECORD REVIEWED AND CONSIDERED AS A PART OF THIS SURVEY IS NOTED HEREON. ONLY THE DOCUMENTS NOTED HEREON WERE SUPPLIED THE SURVEYOR. THERE MAY EXIST OTHER DOCUMENTS OF RECORD WHICH WOULD AFFECT THIS PARCEL. DOES AFFECT AS SHOWN 9. SUBJECT PROPERTY IS LOCATED WITHIN ZONE "X", AREAS WITHIN ZONE "X" ARE DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOOD PLAIN, AS DETERMINED BY THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP FOR KERN COUNTY, CALIFORNIA. MAP NUMBER: 06029C2300E 10. DURING THE COURSE OF THE FIELD SURVEY THERE WAS NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK. 11. DURING THE COURSE OF THE FIELD SURVEY THERE WAS NO OBSERVABLE EVIDENCE OF BUILDING CONSTRUCTION OR BUILDING ADDITIONS WITHIN RECENT MONTHS. 12. DURING THE COURSE OF THE ALTA SURVEY THERE HAVE BEEN NO CHANGES IN THE STREET RIGHT OF WAY LINES. NO CHANGES TO STREET RIGHT OF WAY ARE MADE AWARE TO THE SURVEYOR. 13. DURING THE COURSE OF THE FIELD SURVEY THERE WAS NO OBSERVABLE EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL. VICINITY MAP PARCEL INFORMATION OWNER: HESHAM MOHAMED ALAWDI, AN UNMARRIED MAN APN: 022-190-16 ZONING: THE PARCEL INFORMATION PER: THE CITY OF BAKERSFIELD WEBSITE THE PARCEL IS CURRENTLY ZONED: REGIONAL COMMERCIAL (C-2) THE SETBACK RESTRICTIONS ARE AS FOLLOWS: MINIMUM FRONT SETBACK (FEET) 10 MINIMUM SIDE SETBACK (FEET) 20 REAR SETBACK (FEET) 10 MAXIMUM BUILDING HEIGHT (FEET) 90 UTILITIES SANITARY SEWER -KERN COUNTY PUBLIC WORKS -APPROXIMATE LOCATIONS PER OBSERVED EVIDENCE STORM SEWER - KERN COUNTY PUBLIC WORKS -APPROXIMATE LOCATIONS PER OBSERVED EVIDENCE WATER - CAL WATER SERVICE - APPROXIMATE LOCATIONS PER OBSERVED EVIDENCE GAS - PACIFIC GAS AND ELECTRIC - APPROXIMATE LOCATIONS PER OBSERVED EVIDENCE ELECTRIC - PACIFIC GAS AND ELECTRIC - APPROXIMATE LOCATIONS PER OBSERVED EVIDENCE SURVEYOR'S STATEMENT TO: DOLLAR GENERAL CORPERATION, DOLGEN CALIFORNIA, LLC, EMBREE ASSET GROUP, INC., DG-BAKERSFIELD, CA -2, LP, BANK: TBD FIDELITY NATIONAL TITLE COMPANY THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 2-4,6(B), 8, 9, 1l (A) & 14 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON 04/28/2017 DATE OF PLAT OR MAP 05/05/2017 NEIL ELLIOTT THONESEN, PLS 8656 DATE IN ACCORDANCE WITH SECTION 8770.6 OF THE BUSINESS AND PROFESSIONS CODE, STATE OF CALIFORNIA (PROFESSIONAL LAND SURVEYOR'S ACT, AS AMENDED JANUARY 1, 2006), THE USE OF THE WORD "CERTIFY" OR 'CERTIFICATION" BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER IN THE PRACTICE OF PROFESSIONAL ENGINEERING OF LAND SURVEYING OR THE PREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS, OR OTHER SURVEYING DOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE CERTIFICATION, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. PREPARED BY: EMBREE ASSET GROUP GENEVA & CHESTER AVE BAKERSFIELD, CA, 93304 SEC 7, T30S, R28E PROJECT INFO: PROJECT NO. 17057 DRAWN BY: WILSON ROAD CHECKED BY: SITE DATE: w Oy PLANZ ROAD �G PLANZ ROAD PARCEL INFORMATION OWNER: HESHAM MOHAMED ALAWDI, AN UNMARRIED MAN APN: 022-190-16 ZONING: THE PARCEL INFORMATION PER: THE CITY OF BAKERSFIELD WEBSITE THE PARCEL IS CURRENTLY ZONED: REGIONAL COMMERCIAL (C-2) THE SETBACK RESTRICTIONS ARE AS FOLLOWS: MINIMUM FRONT SETBACK (FEET) 10 MINIMUM SIDE SETBACK (FEET) 20 REAR SETBACK (FEET) 10 MAXIMUM BUILDING HEIGHT (FEET) 90 UTILITIES SANITARY SEWER -KERN COUNTY PUBLIC WORKS -APPROXIMATE LOCATIONS PER OBSERVED EVIDENCE STORM SEWER - KERN COUNTY PUBLIC WORKS -APPROXIMATE LOCATIONS PER OBSERVED EVIDENCE WATER - CAL WATER SERVICE - APPROXIMATE LOCATIONS PER OBSERVED EVIDENCE GAS - PACIFIC GAS AND ELECTRIC - APPROXIMATE LOCATIONS PER OBSERVED EVIDENCE ELECTRIC - PACIFIC GAS AND ELECTRIC - APPROXIMATE LOCATIONS PER OBSERVED EVIDENCE SURVEYOR'S STATEMENT TO: DOLLAR GENERAL CORPERATION, DOLGEN CALIFORNIA, LLC, EMBREE ASSET GROUP, INC., DG-BAKERSFIELD, CA -2, LP, BANK: TBD FIDELITY NATIONAL TITLE COMPANY THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 2-4,6(B), 8, 9, 1l (A) & 14 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON 04/28/2017 DATE OF PLAT OR MAP 05/05/2017 NEIL ELLIOTT THONESEN, PLS 8656 DATE IN ACCORDANCE WITH SECTION 8770.6 OF THE BUSINESS AND PROFESSIONS CODE, STATE OF CALIFORNIA (PROFESSIONAL LAND SURVEYOR'S ACT, AS AMENDED JANUARY 1, 2006), THE USE OF THE WORD "CERTIFY" OR 'CERTIFICATION" BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER IN THE PRACTICE OF PROFESSIONAL ENGINEERING OF LAND SURVEYING OR THE PREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS, OR OTHER SURVEYING DOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE CERTIFICATION, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. PREPARED BY: EMBREE ASSET GROUP GENEVA & CHESTER AVE BAKERSFIELD, CA, 93304 SEC 7, T30S, R28E PROJECT INFO: PROJECT NO. 17057 DRAWN BY: CLD CHECKED BY: NET DATE: 05/05/2017 REVISIONS: NO. DATE I DESC. 05/05/20171 ORIGINAL ISSUE LMQs�NEIL E. 7HONESEN O * No.WW Exp,12 7 \Q' 9F o� OFCAL�F� COVER SHEET 1 of 3 PREPARED BY: I -/I LEGEND DRAWN BY: CLD CHECKED BY: le DATE: 05/05/2017 PH:.:(5 9) 637-15444 /g Oslo/ `� j��►: I 1 N M CONTROL - BRA55 CAP ■ SANITARY SEWER -MANHOLE CONTROL - IRON PIPE • SIGN �— x�# ` CONTROL - TAG • TELEPHONE - RISER FIRE HYDRANT qO WATER - METER GAS -METER ® WATER -RISER �j • \ / x� GAS - RISER C% WATER - VALVE DW4 / / I IRRIGATION CONTROL VALVE 6% WATER - VAULT / /� POWER - POLE co-' WHEEL STOP ��u� I I AC ASPHALT CONCRETE ACD ASPHALT CURB 381' BLD BUILDING LINE LIP LIP OF CURB / /� \ gid ` CNC CONCRETE OHE OVERHEAD ELECTRICAL LINE • •' x CR CROWN OF ROAD OHT OVERHEAD TELEPHONE LINE EG EXISTING GRADE SS SANITARY SEWER EP EDGE OF PAVEMENT ST STRIPING / • x0,� EMBREE ASSET GROUP FL FLOW LINE STB STRIPING - BROKEN � FM FENCE -METAL STD STRIPING -DOUBLE 0x•�� �'� \ FW FENCE - WIRE SW SIDEWALK X-11 ?(97, \ FWD FENCE - WOOD TBC TOP BACK OF CURB x •'d 382,\ \x� GB GRADE BREAK UGD UNDERGROUND DRAINAGE LINE X0 -$&N • \ I GUT GUTTER \ UGE UNDERGROUND ELECTRIC LINE GENEVA & CHESTER AVE RAILROAD CROSSIN RMS l x�'�� I �\ 40`•,� IE INVERT ELEVATION UGG UNDERGROUND GAS LINE BAKERSFIELD, CA, 93304 14 Mg \ SEC %, T30S, R28E xV,I FF FINISHED FLOOR UGS UNDERGROUND SEWER LINE � ��+ 1*. ` , x0 FFD FINISHED FLOOR DOUBLE UGT UNDERGROUND TELEPHONE LINE 1� si x• BASE CONTROL I x ` UGW UNDERGROUND WATER LINE � 00 sc x''41 POINT #11 ,,� � 10 N:2307890.66 Vol❑ ❑ ❑ S` �, 1 X � E:6259843.80' x I WOOD FENCE r) EL:381.66' x —0-0-0-0— CHAIN LINK FENCE HUB I 1p �'1� x x WIRE FENCE ' �« V. so;` 00 -00 -00 -METAL FENCE x • s+� x0,�, x� UGT TELEPHONE LINE - UNDERGROUND / GHE ELECTRIC LINE - OVERHEAD sl� • j / \ OHE&T ELECTRIC AND TELEPHONE LINE - OVERHEAD � t x0'p'�` X� tip. UGE � ELECTRIC LINE - UNDERGROUND \ 00 W WATER LINE ►`` \ �'`� I x•ss'`' ____ ` xio SS SEWER LINE q,, RIM = 379.42' FL (N) 12" = 370.26' FL (E) 12" = 369.53' FL (E) 12" = 372.93' ® FL (W) 12" = 370.19' 0 30 60 Feet SCALE: 1" = 30' PROJECT INFO: PROJECT NO. 17057 DRAWN BY: CLD CHECKED BY: NET DATE: 05/05/2017 REVISIONS: NO. DATE I DESC. 05105/20171 ORIGINAL ISSUE rl�cv&_NQS\ � O * 6,*41' '0 TOPO SHEET 2 of 3 �—, / -- /;! em I