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HomeMy WebLinkAbout1.4-6760 Record DrawingGENERAL STRUCTURAL NOTES A. All work shall be performed in accordance with applicable sections of the 2016 California Building Code. FOUNDATIONS A. For allowable soil bearing values refer to the Soils Engineering Inc., Soils Report SEI No. 08-12429, Dated 2-20-08 and Corresponding Update Letter SEI No. 16621, Dated 3-6-18. CONCRETE A. Materials: 1. Reinforcing: Deformed ASTM A615, Grade 60. 2. Cement: Portland Cement, Type 11, ASTM C-150. 3. Aggregate: ASTM C-33. 4. Water: Clean and Drinkable. B. Concrete Mix Design For Footings and Well Grouting: 1. Class "B" Concrete, 2500 PSI ® 28 Days. 2. 5.0 Sacks of Cement (min) per Cubic Yard. 3. 1 1/2" Aggregate (max). 4. 4" Slump (max). C. Admixtures: Only as approved by the Engineer. MASONRY A. Materials: 1. Concrete Block Masonry Units: ASTM C-90 2. Reinforcing Materials: ASTM A615, Grade 60 deformed. 3. Admixtures: Only as approved by the Engineer. B. Mortar: 1. Strength: Type S, 1200 PSI ® 7 days and 1800 PSI 0 28 days. C. Grout: 1. Strength: 1500 PSI ® 7 days and 2500 PSI ® 28 days. 2. Concrete block masonry units shall be dry and Clean before grouting operation. 3. "Wet -setting" of the first course of block will be allowed. 19 ABBREVIATIONS i U 22 OEIA 1 _JH a CENTERLINE FG 0 THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND 30 0 MCCUTCHEN ELEV ELEVATION 29 28 27 00 26 25 31 EC END VERTICAL CURVE ROAD 35 36 34 MaKEE OAD WI < o w 33 s GENERAL NOTES ll uT F HW1'.PUMPKIN A 119 SECTION UNE CENTER 6 ROJECT 3 a 2 o 00 Sl TE 9 840 ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE. 17 12 10 m HEIGHT OF WALL SHALL BE 8'-0" MIN. MEASURED FROM GROUND AT N ❑ HIGHEST SIDE OF WALL. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING NOTES ABBREVIATIONS FL 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION CENTERLINE FG RNISHED GRADE THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND LANDSCAPE ELEV ELEVATION THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS POINT OF COMPOUND CURVATURE PI NOTICE. EC END VERTICAL CURVE CITY CONST. INSPECTION DEPARTMENT 326-3049 BEGIN CURVE WI PARKS DEPARTMENT 326-3117 EG GENERAL NOTES 1. BLOCK TYPE: MORTARED CONCRETE BLOCK A SIZE WALL: 6"x 8"x 16" AND 8"x 8"x 16" SECTION UNE COLOR: STANDARD GREY PATTERN: RUNNING BOND 2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE. 3. HEIGHT OF WALL SHALL BE 8'-0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL LINE. 5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT. 6. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE CHARGED OUT ON AN HOURLY BASIS. 7. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. & WATER PROOF SURFACE WITH 1/4" THICK ASPHALTIC WATER PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L-8 COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING. ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED WITH A CLEAR WATER SEAL SUCH AS "AQUA -SEAL", OR APPROVED EQUAL. 9. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS OF 60' IN WALLS WITHOUT PILASTERS. 10. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER THAN 8 FOOT CHORDS. HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE 1/2" 11/8". ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES SHALL BE DONE WITH SAWCUTS. 11. BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR. 12. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA- TION AHEAD OF THE CONSTRUCTION. 13. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR, ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD IS USED. 14. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110 (N). ONE COPY OF THE SIGN PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR, MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S). APPROVAL OF THESE WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. 15. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE THAN 2". ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINSIHED TOP OF GRADE AT LEAST 16" OR THE DEPTH OF THE FOOTING, WHICHEVER IS LESS. 16. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED ENGINEER'S ESTIMATE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT. 18. ALL PROPOSED WALLS TO BE OWNED AND MAINTAINED BY THE CITY OF BAKERSFIELD. 19. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2)WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-612-2444) 20. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 21. ANY ITEM IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 22. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. VICINITY MAP NO SCALE LEGEND: ABBREVIATIONS FL ROW_INE CL CENTERLINE FG RNISHED GRADE LS LANDSCAPE ELEV ELEVATION PCC POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION EC END VERTICAL CURVE BC BEGIN CURVE WI WALL SECTION EG EGSTING GROUND PROPOSED WALL /-SECTION LETTER A ------- SECTION UNE SHEET SECTION IS LOCATED LIST OF MATERIALS BLOCK WALL LF 331' CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA WALL CONSTRUCTION PLANS FOR TRACT NO, 6760 TRACT No. 6290 UNIT 3 M. BK. 56, PG, 131 8 9 , 1-- 4 7 i 10 �6 5 n511 1 1 11 - � to 6° I to m; I12 I34 - 8m I� 13 33I r 3 14 32 i 9 2 �1 , 31 A WAY -1 I I 16 I 30 qik - - o N 17 ° ¢ � 7g i F11 - PRoJEcr SITED_ 33 8.92 ACRES ro GROSS 8 u z 1 2 APN: 532-040-02 q J y.' 8 LO 32 I 19 2 � _ 13 j31 1 � �a I 20 I Ztom 30 i 21 17129 1 1 1 22 1� '5 1 -- 28 w 23 4 17 27 24 3 - 26 \ -- 19 1 20 EXISTING RESIDENCE / 21 APN: 532-040-03 1 , 25 PROPOSED WALL --------- STATEROITEW-Ami-fAD-- TAFI h1cw4wAY Q2 DENOTES SHEET NUMBER FOR WALL KEY MAP SCALE: 1"=100' ® SHEET NO. INDEX SHEET TITLE 1. COVER SHEET 2. TAFT HIGHWAY ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND 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 THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION AND SUCH CORRECTIONS REF6F_CTED ON CORRECTED PLANUUBMITTED TO THE CITY At Lz/� 4-5-rl ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 6-30-18 APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12-31-18 DATE REVIEWED BY: STUART J. PATTESON,ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO. 44898 EXP. 3 _31-20 BY: TRAFFIC ENGINEER BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE EAST END OF AGASSIZ ROCK WAY. ELEVATION = 347.12' (U.S.G.S. DATUM NAVD 88) (PER TRACT NO. 6491 MONUMENT ELEVATION MAP) BASIS OF BEARINGS: THE BEARING OF N 89'04'29" W SHOWN FOR THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 34, T. 30 S., R. 27 E. SHOWN ON TRACT NO. 6491 PHASE 3, M. BK. 58, PG. 91 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL DESCRIPTION: THE EAST HALF OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO MERIDIAN, AS PER THE OFFICIAL PLAT THEREOF ON FILE IN THE OFFICE OF THE SURVEYOR GENERAL EXCEPTING THEREFROM THE WEST 208 FEET OF THE SOUTH 225 FEET OF THE EAST HALF OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO MERIDIAN, AS PER THE OFFICIAL PLAT THEREOF ON FILE IN THE OFFICE OF THE SURVEYOR GENERAL. as A4-fq • B Know what's below. Call before you dig. PA R/W 1 1 16' FOOTING ESMNT BLOCKWALL 0.5% MIN 3.5% MAX EXIS77NG GRADE 6" MINIMUM 10' AREA 1 WO i Q 29 MIN 29 MAX 364 ___ � � 1364 362 -- Ji a n 362 I 360 �G - 0 360 �{vf- 3 m a �` + T I L wF S 358 Ii 1� 'I N m1358 � 356 356 r I I 354 - -� 354 352 PEER TRACT 6W4A9i j:. -- 352 V+NDSCAPE GRADE I _--I - 350 - c Ew G a rj ® - 1 i- —FINIS ED FAB - ± 350 - - EXISTING REGDucE— - - ' _ _-_ - 348 348 - - Ds®- 346 — Ten TOP OF FOOTINGTod OF FOOT14 346 ci 6YkiNE- m QM1>� Y F 1{4 M I X I > i M F•' e7 344�� w -- 1 344 3 ,4 Z a w nn I 342 342 I II o eo a 340 g d a k III m w I � 1230.73! LF 340 li 1GQ0D LF i WA 30.73! N SII 338 -- Pusuc WALL UBUC WAw 338 I (WALL SEC ) ( �- $)_� ._ 336 (SEE 1HISSHEET) j _ (sEE Imis sHEE 1� 336 39+25 40+00 41+00 42+00 43+00 43+25 (STA. 39+72.16 C.L. TO 43+02.60 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL PA R/W VARIES (59'-71) ( I 16 2 1 6 I FOOTING I 8' 1 2' ESMNT LANDSCAPE Y PROPOSED i AREA j Q R z BLOCKWALL 2 m Q 5.5' COMBINATION SIDEWALK SR -119 (TAFT HWY) %A1 STA. 32+72.04 C.L. TO 41+80.08 C.L. 2 SCALE: N.T.S. CURB & GUTTER LEGEND: i ABBREVIATIONS v+ o a FL ROWONE g© CL CENTERUNE FG FINISHED GRADE LS LANDSCAPE 1 19 V PCC POINT OF COMPOUND CURVATURE , PI POINT OF INTERSECTION EC END VERTICAL CURVE a BC BEGIN CURVE W1 WALL SECTION EG EXISTING GROUND ■ PROPOSED WALL SECTION LETTER A a ------- SECTION LINE \ SHEET SECTION IS LOCATED / = O 2 N m Y U 0 /7 TRACT BOUNDARY k W on ao m o O W m C GO q ;E 9� a \\ 0 0y m 0 r N 20 it �mw m� EX. RESIDENCE U z J a F.P. 348.3 0- io3r�' z< za W m O TRACT No, 6491 ci APN:5'2-040-03 T� W z m_ 25 mo is W V LL� z r zs�LL o ¢ PHASE 3n� � J a m N Q s J 6 ~U3 A M. BK. 56, PG. 91 ,*,a+, x (Q N �`� 2' MADE FOOTING en PARCEI_RCEL MAP 3790 3 Y WIDE FOOTING EASEMENT TO BE oo P.M. BK, 18, PG, 24 EXST WALL PER EASEMENT PER DOC:217139663 Q N RECORDED WITH THE t+ dd TRACT 6491 FINAL MAP E X. D A Y B R E A K --'--as ---1-1---S 8699'47° E BAPTIST CHURCH 250.57' ---- - - --- __ - i --- _s 89na'29° E ao.ts'__ 348.3 fG M 6' WIDE LANDSCAPE OW LINE OF SIGHT= 650' - EASEMENT PER DOO217137347 I �N - OR -4- - ;a m EX. CURB & GUTTER AND SIDEWALK TYP. ci 1 ^ oW I w axi RIGHT OF WAY m+ L om IX. R/W m � Q STREET RIGHT-OF-WAY DEDICATION PER DOC. 217176423 <F U NO. 39+OO I 40+00 41+0 I m 42+00 a �" d �_ I 43+ 0 Q STREET RIGHT-OF-WAY DEDICATION PER DOC. N0. 217176422 em TE Rouen w-K6i'-lw— TAFE tacIIII'lWAY TAFT HIGHWAY (STATE ROUTE VI-KER-119) (STA. 39+72.16 C.L. TO 43+02.60 C.L.) SCALE: 1" = 40' HORIZONTAL PA R/W 1 1 16' FOOTING ESMNT BLOCKWALL 0.5% MIN 3.5% MAX EXIS77NG GRADE 6" MINIMUM 10' AREA 1 WO i Q 29 MIN 29 MAX 364 ___ � � 1364 362 -- Ji a n 362 I 360 �G - 0 360 �{vf- 3 m a �` + T I L wF S 358 Ii 1� 'I N m1358 � 356 356 r I I 354 - -� 354 352 PEER TRACT 6W4A9i j:. -- 352 V+NDSCAPE GRADE I _--I - 350 - c Ew G a rj ® - 1 i- —FINIS ED FAB - ± 350 - - EXISTING REGDucE— - - ' _ _-_ - 348 348 - - Ds®- 346 — Ten TOP OF FOOTINGTod OF FOOT14 346 ci 6YkiNE- m QM1>� Y F 1{4 M I X I > i M F•' e7 344�� w -- 1 344 3 ,4 Z a w nn I 342 342 I II o eo a 340 g d a k III m w I � 1230.73! LF 340 li 1GQ0D LF i WA 30.73! N SII 338 -- Pusuc WALL UBUC WAw 338 I (WALL SEC ) ( �- $)_� ._ 336 (SEE 1HISSHEET) j _ (sEE Imis sHEE 1� 336 39+25 40+00 41+00 42+00 43+00 43+25 (STA. 39+72.16 C.L. TO 43+02.60 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL PA R/W VARIES (59'-71) ( I 16 2 1 6 I FOOTING I 8' 1 2' ESMNT LANDSCAPE Y PROPOSED i AREA j Q R z BLOCKWALL 2 m Q 5.5' COMBINATION SIDEWALK SR -119 (TAFT HWY) %A1 STA. 32+72.04 C.L. TO 41+80.08 C.L. 2 SCALE: N.T.S. CURB & GUTTER LEGEND: i ABBREVIATIONS v+ o a FL ROWONE g© CL CENTERUNE FG FINISHED GRADE LS LANDSCAPE ELEV ELEVATION V PCC POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION EC END VERTICAL CURVE a BC BEGIN CURVE W1 WALL SECTION EG EXISTING GROUND ■ PROPOSED WALL SECTION LETTER A a ------- SECTION LINE \ SHEET SECTION IS LOCATED ,d GRGUT cw �� —STREET SIDE #5 CONI BOND BEAM (12' FROM THE TOP) 48' MAX. SPACING (TYP.) 6'x8'xt6' CONCRETE BLOCK GROUT SOLD ALL CAVITIES /5 CONT. BOND BEAM (AT MID HEIGHT) 48' MAX SPACING (TY 10'-0° WALL SECTION: /4 'L° BAR AT 16" O.C. (CENTERED RN WALL) (25' MIN. LAP SPLICE) /5 CONT. BOND BEAM 48' MAX SPACING (TYP.)— &*x8'xi6' CONCRETE BLOCK 2% MIN. LANDSCAPE GRADE 4:1 MAX GRADE VARIES (6' MIN.)--- T_� PA IN.) -- 3'%3'X3' CONCRETE BLOCI( CHAIRS SHALL BE USED TO PLACE FOOTING R®AR PA —LOT SNE I ( 10'-0' WALL SECTION: 04 °VER1" BAR AT 16° O.C. ' (C NTERED IN WALL) (25' MIN. LAP SPLICE) SEALANT TO BE APPLIED BY WALL CONTRACTOR NEATLY GROUT CAVITY ( FIRST COURSE TO CONSIST OF UNMORTARED HEAD JOINTS TO ALLOW FOR DRAINAGE 0 b � I (V Q 4 EA #4 BAR O 9' O.C. [ FT 1`'1-1- #4 BAR O 9' O.C. WALL SECTION 2 1° GROUT CAP, —STREET SIDE— #.5 CONT. BOND BEAM (12' FROM THE TOP) --- 48' MAX SPACING (TYPJ 6'x8'x16° CONCRETE BLOC( GROUT SOLID ALL CAVITIES #5 CONT. BOND BEAM (AT MID HEIGHT) 48" MAX SPACING (TYP.) 9'-4' WALL /4 -0 BAR AT 24° D.C. (CENTERED IN WALL) (25' MIN. LAP SPLICE) 8'x8'xi6' CONCRETE BLOCK 2% MIN. 4:1 MAX GRADE VARIES (fi' MIN.) 1 LANDSCAPE GRADE PIA ( —LOT SIDE i I 9'-4° WALL SECTION: 14 'VE Ri BAR AT 2a° O.C. v+ o a (CENTERED IN WALL) g© (25' MIN. LAP SPLICE) SEALANT TO BE APPLIED i BY WALLCONTRACTOR EATLY GROUT CAVITY i V I m FIRST COURSE TO CONSIST I OF UNMORTARED HEAD a ( JGNTS TO ALLOW FOR DRAINAGE FINISHED PAD rn 0 M a a F rn � -4EA. ,}4 BAR O 9° O.C. - /4 BAR O 9' D.C. 3' VARIES (5s'- 6 ') WALL SECTION 1 N.T.S. NOTE: SOIL HEIGHT OVER TOE OF FOOTING TO BE IGNORED FOR PASSIVE PRESSURE. SOIL HEIGHT OVER TOE SHALL NOT EXCEED HEIGHT OF RETAINING. SEE NOTE 3 ON 3 COVER SHEET. x w Z xn w U FINISHED PAD 4:1 MAX 2% MAX 6" MINIMUM 5.5COMBINATION SIDEWALK CURB & GUTTER SR -119 (TAFT HWY) @1 STA 41+80.80 GL TO 43+03.09 C.L. 2 SCALE: N.T.S. SCALE: 1" = 40' 40' 20' 0' 40' 80' MIMI Know what's below. Call before you dig. CITY RECORDS NO: i v+ o a N g© O V V a rn 0 M O m F rn v v = O 2 N m Y U 0 g z 1 a J k W on ao m o O W m C GO q ;E a m 0 N it U z J a 0- z< za W m O T� W z ' ~ is W V LL� z r zs�LL o ¢ U Q � J a J z Q s ?� J 6 w N x (Q N U.0