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Home My WebLink About1.4-6968 Ph 1 Record DrawingGENERAL STRUCTURAL NOTES GENERAL A. All work shall be performed in accordance with applicable sections of the California Building Code Current Edition FOUNDATIONS A. For allowable soil bearing values refer to the Krazan & Associates Soils Report KA No. 022-15112, Dated 10-26-15. CONCRETE A. Materials: 1. Reinforcing: Deformed ASTM A615, Grade 60. 2. Cement: Portland Cement, Type II, 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 0 28 Days. 2. 5.0 Sacks of Cement (min) per Cubic Yard. 3. 1 1 /2" Ag regate (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 0 7 days and 1800 PSI ® 28 days. C. Grout: 1. Strength: 1500 PSI ® 7 days and 2500 PSI 0 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. NOTES 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. CITY CONST. INSPECTION DEPARTMENT 326-3049 PARKS DEPARTMENT 326-3117 GENERAL NOTES 1. BLOCK TYPE: MORTARED CONCRETE BLOCK 24. SOIL HEIGHT OVER TOE OF FOOTING SIZE WALL: 6"x 8"x 16" TO BE IGNORED FOR PASSIVE COLOR: STANDARD GREY PRESSURE. SOIL HEIGHT OVER TOE PATTERN: RUNNING BOND SHALL NOT EXCEED HEIGHT OF RETAINING. SEE NOTE 3. 2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE. 3. HEIGHT OF WALL SHALL BE 6'-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. 8. 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" :f:1/8". 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. NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED 20. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-612-2444). 21. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SICDIBIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 22. ANY ITEMS IN THE PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY THE PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 23. MAXIMUM SLOPE RATION 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 29.. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. A% ETPu A or bn A n (CO. RD. NO. 584 -ARTERIAL) KEY MAP SCALE: 1"=200' DENOTES SHEET NUMBER FOR WALL R 2' FOOTING EASEMENT TO BE DEDICATED THE FINAL MAP STREET SIDE / LOT SIDE WITH FL FLOWUNE CL #5 CONT. BOND BEAM EG EXISTING GRADE (12" FROM THE TOP) FINISHED GRADE GB 48" MAX SPACING (TYP.) 6"x8"x16" CONCRETE BLOCK = W � LANDSCAPE ELEV � X N -< PA 8'-0" WALL SECTION: 6'-8" & 7'-4" WALL: o RIGHT-OF-WAY #4 "L" BAR AT 24" O.C. #4 "L" BAR AT 32" O.C. z a o a (CENTERED IN WALL) (CENTERED IN WALL) F F -- CK (I - (20"�j (20" MIN. LAP SPLICE) (20" MIN. LAP SPLICE) U') _ J EXISTING WALL #5 CONT. BOND BEAM SEALANT TO BE APPLIED N (AT MID HEIGHT) BY WALL CONTRACTOR � 48" MAX SPACING (TYP.) FIRST COURSE TO CONSIST OF ao UNMORTARED HEAD JOINTS TO GROUT SOLID ALL CAVITIES ALLOW FOR DRAINAGE FINISHED PAD/ LANDSCAPE 2% MIN' FINISHED GRADE 4.1 MAX. 9" O.C. GRADE 8» MIN. (6'-8") LANDSCAPE GRADE VARIES 12" 16" MAX. (7-4") (6" MIN.) 24" MAX. 8.5" MIN 4 EA. #4 BAR @ 8" O.C. N #4 BAR 0 9" O.C. 3"X3"X3" CONCRETE BLOCK12" 3" CHAIRS SHALL BE USED TO PLACE FOOTING REBAR 30" WALL SECTION 1 NOTE: SEE RESPECTIVE STREET CROSS SECTIONS ON SHEETS 2 & 3 FOR ACTUAL LOCATION OF WALL RELATIVE TO PROPERTY LINE. 6"x8"x16" CONCRETE BLOCK STREET SIDE #5 CONT. BOND BEAM (AT MID HEIGHT) 48" MAX SPACING (TYP.) GROUT SOLID ALL CAVITIES ---- LANDSCAPE 2% MIN. GRADE 4:1 MAX. LANDSCAPE GRADE VARIES (6" MIN.) -:::J 16 M 3"X3"X3" CONCRETE BLOCK CHAIRS SHALL BE USED TO - PLACE FOOTING REBAR r R 2' FOOTING EASEMENT I 3, 40" TO BE DEDICATED WITH THE FINAL MAP #5 CONT. BOND BEAM (12" FROM THE TOP) 48" MAX SPACING (TYP.) #5 "L" BAR AT 16" O.C. (CENTERED IN WALL) o (25" MIN. SPLICE) LL, LOT SIDE O N � SEALANT TO BE APPLIED BY WALL CONTRACTOR FIRST COURSE TO CONSIST OF o UNMORTARED HEAD JOINTS TO � ALLOW FOR DRAINAGE FINISHED PAD/ FINISHED GRADE 18" 16" MAX. 5L EA. #4 BAR @ 8.5" O.0 #. L-`' 4 BAR -+ 0 WALL SECTION 2 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA WALL CONSTRUCTION PLANS FOR TRACT 6968 �PHASES 1 TO i 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 SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON ,//C�ORRECTED PLANS SUBMITTED TOS G;d CITY ENEER. //� APPROVED BY ROGER A. McINTOSH R.C.E. 33322 EXP. 6-30-18 Z -5 -1?3 DATE IL II APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE'' �N5 R.C.E. NO. 61069 EXP. 12-31-18 Z V O�, P z -Z2 -le) REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE 7z,- 2-/2 z/1 � REVIEWED BY. TRAFFIC ENGINEER DATE OWNER/DEVELOPER LANDSTONE COMPANIES, LLC 4927 CALLOWAY DRIVE, SUITE 101 BAKERSFIELD, CA 93312 CONTACT PERSON: MATT WADE TEL. NO.: (661) 679-6780 BASIS OF BEARINGS: THE BEARING OF N 0'49'33" E SHOWN FOR THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 5, T. 29 S., R. 27 E. ON K.C.S. FILED MAP NO. 7-1 BOOK 6, PAGE 50 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK: K.C.M.B.M. 3.39 PER K.C.S.F.B. #1170, PG. 30 FOUND CH. 1/4 CIRCLE ON TOP OF CURB AT WEST END OF THE SOUTHWEST CURB RETURN AT QUAIL CREEK/SNOW ROAD ELEVATION = 403.02' (PER 2003 COUNTY DATUM) LIST OF MATERIALS BLOCK WALL LF 2565 SHEET TITLE 1. COVER SHEET 2. SNOW ROAD WALL 3. ETCHART ROAD WALL LEGEND: ABBREVIATIONS FL FLOWUNE CL CENTERUNE EG EXISTING GRADE FG FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVATION PA PROPERTY UNE R/W RIGHT-OF-WAY TC TOP OF CURB TW TOP OF WALL W1 WALL SECTION PROPOSED WALL EXISTING WALL 9" O.C. WALL SECTION 2 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA WALL CONSTRUCTION PLANS FOR TRACT 6968 �PHASES 1 TO i 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 SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON ,//C�ORRECTED PLANS SUBMITTED TOS G;d CITY ENEER. //� APPROVED BY ROGER A. McINTOSH R.C.E. 33322 EXP. 6-30-18 Z -5 -1?3 DATE IL II APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE'' �N5 R.C.E. NO. 61069 EXP. 12-31-18 Z V O�, P z -Z2 -le) REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE 7z,- 2-/2 z/1 � REVIEWED BY. TRAFFIC ENGINEER DATE OWNER/DEVELOPER LANDSTONE COMPANIES, LLC 4927 CALLOWAY DRIVE, SUITE 101 BAKERSFIELD, CA 93312 CONTACT PERSON: MATT WADE TEL. NO.: (661) 679-6780 BASIS OF BEARINGS: THE BEARING OF N 0'49'33" E SHOWN FOR THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 5, T. 29 S., R. 27 E. ON K.C.S. FILED MAP NO. 7-1 BOOK 6, PAGE 50 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK: K.C.M.B.M. 3.39 PER K.C.S.F.B. #1170, PG. 30 FOUND CH. 1/4 CIRCLE ON TOP OF CURB AT WEST END OF THE SOUTHWEST CURB RETURN AT QUAIL CREEK/SNOW ROAD ELEVATION = 403.02' (PER 2003 COUNTY DATUM) LIST OF MATERIALS BLOCK WALL LF 2565 SHEET TITLE 1. COVER SHEET 2. SNOW ROAD WALL 3. ETCHART ROAD WALL LEGEND: ABBREVIATIONS FL FLOWUNE CL CENTERUNE EG EXISTING GRADE FG FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVATION PA PROPERTY UNE R/W RIGHT-OF-WAY TC TOP OF CURB TW TOP OF WALL W1 WALL SECTION PROPOSED WALL EXISTING WALL SECTION LETTER A SECTION LINE 1 ET SECTION IS LOCATED Know what's below. 0111 before you dig. 0f -,yI GM Know what's below. 0111 before you dig. z �pOpl z V r IM 7 2 6 4 3t00 Z e WFh O]NG PROPOSED WALL PER TRACT 7264 WALL CONSTRUCTION PLANS e„ 420 418 416 414 412 410 408 406 404 402 400 398 396 394 tTRACT BOUNDARY S885414"E 556.39' �- ' T. INTERSECTION STA. 22+19.17 C.L. SNOW ROAD CL = STA. 10+00.00 C.L. NEDERLAND WAY CL PHASE 7 COUNTY — �— SNOW ROAD STA. 16+62.79 C.L. TO 29+82.32 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL S88 54'14"E 763.15' SNOW ROAD (ARTERIAL) (CO. RD. NO. 584) TRACT BOUNDARY 11 1 ±50 PG&E EASEMENT NON—BUILDABLE AREA 1 30+00 392 16+00 17+00 18+00 19+00 20+00 LEGEND: ABBREVIATIONS FL FLOWLINE CL CENTERLINE EG EXISTING GRADE FG FINISHED GRADE G8 GRADE BREAK LS LANDSCAPE ELEV ELEVATION PA PROPERTY UNE R/W RIGHT-OF-WAY TC TOP OF CURB TW TOP OF WALL W1 WALL SECTION PROPOSED WALL EXISTING WALL TRACT BOUNDARY - - - - - SAWCUT --x =— FENCE CTION LETTER — — — — — A SECTION LINE 1 SHEET SECTION IS LOCATED 21+00 22+00 23+00 LINE TABLE UNE BEARING DISTANCE L1 S 87'51'44" E 57.64' L2 N 45 57'09' E 29.62' L3 S 44'02'51" E 29.77' L4 S 8854'14" E 156.85' L5 S 8052'36" E 78.77' L6 S 8946'19" E 59.86' N N 1 h i , N ; M ..9 G iY% Fes! ! ! N 11 co CO I C9 "f O G 00 do'�i eq M LO to !! tt`�((�. c`jiUD CNS W N ( pppp d' n c J O fr ) fWr N O + N N^ N) N J N j coN ( J N N J N C ; V) -.=! M \ d J N to 4' r u&0 f '1' i t�ii F- n .1. M .{r' 4 to fY I:,- to fY P`) to I 4' tom, fY t� to 00 i GO fZ' fZ' CV fZ' t[D Q h + N It F- 9tt") , In h to N J — N i J — N Q d Q ' 1 Q d I Q d Q Q Q V) .- �_ , I i ! Q V9 I h O r U) + U) �? U) r (V) € N N V) I Q N N? U) ; Q M N U) M cV 5 V) Q c nW Q I J d I f J n- Q Q N U) U) U) V) I U) U) t 1 I _ �- Q 3 ! �i d CL Q J. I 4 N N! N J N — J EL 1 3 F- h- j F- I I ? a L tun) cun (n, h- i = CL a a [ • a a d CL d I a ; ° a! a � m cn $ c�+ an ! c� m to —rill ( ! � ! •� 3 1 I 1 ( 1= y I �! i 1 I I 1 I ffik�2 ! I ! ! i ( Z } 1 i0 1 1 1 i� j FINISHED PAD I 10.0 ' ! co NI ,�3 - -� -- - - _- LANDSCAPE GRADE DAYLIGHT 2:1 - } _ - TO EXISTING - —1--- -- - I { TOP OF FOOTING l N, ^ FI_OWLINE I F oo 3 ` `� — �— - - - f- - - - - - �- - - - r - - - - - - -CD iFINISHED PAD 1� o I 2 O O z r` i* OOI i� s C O ! ( { i LANDSCAPE GRADE j ! r z i.k i= ccl iti co I C9 S� s z i* i� o) to i- 1 0� to Z r` o� I O to { ! I ! ( Li,6 co o Fo i O ti i 1 i� I Oo 1 �v ( ! i* W �'' I 3 i� W ' z ui O ui,�: O t0 ,� } o ui ' I 1 ! , j i TOP OF FOOTING o ui' i o O ! d. I ! I ( >> J ° J W J �i W I t, O O 4. d sY O> s1- tL sY ?� I i FLOYR INE i i , I } ti i 1 O o W IT- } > ! > ! 6> �L'' i i i p > � a i ! `w W -� � W j , � � ti i o� i ! 1 i ~ I � rM� '� t.► � '7 J i ZW> JJ d J OW J , OW} I J� w Jf I O I J W J W 1 W j O tL W _� ~i�j I pip i I d � 1 O 3. tdo W toto "t. "t I 4 La G t�Q f11- 00 4 N ( CL' Z5 C-4 +. CID cli t i L01 NQ 1 tV di f ¢ J A c0 Z t d h iA NN Q O c V! W Vo0 i hMQ- W 1 LJLh F !2!2 ;z + i MON h 64 NcC N WN N ZdJZlOO�J Z !!� V)V) i� I } �a J as aQ W ;Q W aQ o i � o� ._I Z� iii QFcn �Q-• cn Qcn ' i I Q V! Q V) F•- Nm I s I k I 523.41 LF OF! ( PUBLIC 12.00 LF ( 12. LF ( i 731.32 LF OF UBIJC W I I ! WALLON ((SEE S \ ii E IT 1 )I ! ( { } PUBUc WALL SECTION WALL 2 1_1�! 1 I I ( \ EE SHT 1 ) ( I ! I ! ! (SEE MEET 1) 392 16+00 17+00 18+00 19+00 20+00 LEGEND: ABBREVIATIONS FL FLOWLINE CL CENTERLINE EG EXISTING GRADE FG FINISHED GRADE G8 GRADE BREAK LS LANDSCAPE ELEV ELEVATION PA PROPERTY UNE R/W RIGHT-OF-WAY TC TOP OF CURB TW TOP OF WALL W1 WALL SECTION PROPOSED WALL EXISTING WALL TRACT BOUNDARY - - - - - SAWCUT --x =— FENCE CTION LETTER — — — — — A SECTION LINE 1 SHEET SECTION IS LOCATED 21+00 22+00 23+00 LINE TABLE UNE BEARING DISTANCE L1 S 87'51'44" E 57.64' L2 N 45 57'09' E 29.62' L3 S 44'02'51" E 29.77' L4 S 8854'14" E 156.85' L5 S 8052'36" E 78.77' L6 S 8946'19" E 59.86' 24+00 25+00 TO BE DEDICATED WITH FINAL MAP R/W P/L 2' WAIL FETING EASEMENT TO BE DEDICATED NTH FINAL MAP 9' 1 7' LANDSCAPE I EASEMENT 11 m z PAD ELEV. 4 �� M/ a o A(Y m C) 26+00 27+00 i55'-66' VARIES t48'-59' VARIES !� �z U O t36' -A47' T t1y1F'_JU VARIES t8'- 9' �J w VARIES PAVEMENT I ! 2% J 1, SNOW ROAD A STA 16+62.46 TO 29+82.02 2 SCALE: 1" = 10' (HORIZ) 28+00 29+00 SCALE: 1 " = 50' 50' 25' 0' 50' 100' 420 418 416 414 412 410 408 406 404 s 402 I ' 400 398 396 394 i 392 30+00 30+50 -�►. t $��w RV 0Q L%j ,,NG <� 0 D F Know what's below. Call before you dig. 0i�re� �a0�1 TRACT BOUNDARY 17+00 _ _ 18+00 19+00 2$ �� UNE OF SIGHT = 650' d FLOWLINE M "' W6% d 40911 Uj�1r R-_ --- _ - ------_�L- - -t---- -_ vy � � ----------------- y - 1`� �P/L 42 L 1 cb9 'p;�o S88'54'31'E -OtL - SIL 1�aa sl I w 1 7 S82i9 6 CHEVRON PROPOSED WALL PER TRACT � , 7264 WALL CONSTRUCTION PLANS /t a '29�E G 410 �' 14B.301 N��S 1 1 7 1 8 _ _ _ (`\ FP 410.0 1 FP 410.3 41 i J r. co FP 409.7 v 3 n 4 3 \ ' FP 409.7 1 co N I I co --j 1 v 3 FP 409.5 \ FP 409.6c'j w � l 1 ^v3 �N� v3 1 a��l I 1 U^p ZOO; Q ++ I CLaCoocoo \ Zr, 3=corn - '- a++ 1 ¢c~ncc) Z� ZIQ-pQ- 000 WQIQ-IQ- Qcncn mmjcn cn fQ- Q cn cn 426 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 394 W 21+00 LINE -OF SIGHT = INTERSECTION ETCHART ROAD STA. 22+01 33 C.L. ETCHART ROADCL = m STA. 12+00.26 C.L. VAIL WAY CL (CO. RD. NO. 719) 23+00 _ �-�� 24+00 - - 25+00_ _ S88'54'31 "E 780.15' 27+00 28+00 UNE OF SIGHT = 650'CD - I sr�09� 090 Fi. FLOWLINE �M ,n - UNE '2 h� 0 61% 41111 R/W 41151 411 113 _ - 5� &M l {- - -- --- 5 - _ -412' '061% 4 412 413 061% 41352 413' 41419 - OIN L ' _,.-------- -- L62 LS- - - v" CHFVRnn - - IL- _ - - 4f f 0 FG i� --------------- ------ -------------------- .-' � 4 - 208 L -O • - �----oil - 218.74'q 18 74' s. �. �c �C) "ice ¢>> 41 N 412.42 L - 41275 LS - N -4f, �J LS- - 413.42 - - - 413.76 L' - -41409 LS"' i� / > ¢> "414.43 LSc N -414.77 1iS F P L S8854'31'E �> °��>,1 4f0.4,g F( `�>g FG >3Sg FG ¢>,�gg 726.74' 9 10 , I ��q l i FP 411.4 11 1 I 1 1 G G I I 1 I ° ' 12 ' 13 1 14 1 15 1 16 1 17 1 18 I 1 ' FP 410.6 19.65' i oo I ►= 1 to FP 411.0 I i++ ^ FP 412.0 n ^ I 1 1 1 to FP 411.8 I I FP 412.4 FP 412.8 I FP I I 1 �O 00 ,�, I 1 1 1 1 413.2 1 FP 413.6 FP 414.0 I FP 414.3 I FP 414.7 I to �^, 20 20 J -j ¢' 1 1 1 1 I 1 1 1 1 I -4 � J C3 g I 1 I 1 1 I v3 i I 1 I v3 00C.4 I O _ L77 I I I I z�pp0 ^. IW i moo o }°+°I I (-' I I I "1 I- �d'L>7 Jr:. IM 1 JM� o-NN1 I �J / r �l 1 I 1 1 1 I 1a++ J+ I00 1 �SNN WNN) ( I-��_� �J 1 1 I 1 1 1 • JNN 9"" 'O � ZNN QQ O Q Q O N cn Q 1<_; N QNN WV~1N ZWo ETCHART ROAD WALL STATIONING FOR THE ETCHART STA. 16+61.70 C.L. TO 29+81.74 C.L. ROAD WAIL IS CALCULATED FROM THE SOUTH FACE OF WALL (LOT SIDE) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL TRACT BOUNDARY STA. 29 - - 29+00 MI FLOWUNE l /• R/W I T 1 >5.ggFG PA I 21 22 x FP 415.1 j FP 415.5 I I I r UT U R IE' Jg r00' F+ It "L 0 F��r��r 1)N (NOT A PART) JUL 16+00 17+00 18+00 19+00 20+00 LEGEND-,- EGEND:ABBREVIATIONS ABBREVIATIONS FL FLOWUNE CL CENTERLINE EG EXISTING GRADE FG FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVATION PA PROPERTY LINE R/W RIGHT-OF-WAY TC TOP OF CURB TW TOP OF WALL W1 WALL SECTION PROPOSED WALL EXISTING WALL 0 4! J O; M p 00 O d• -J + �'^ In + f } j N N 0 J Q 00n 00 N O� O) N J O M { N{ { { r N E O; �• �' .' i O J 00 ! Q+ MD et CO+ 1 ( i W' o Q y 3^ r- N y ^ I N! J N fn f ¢ ! 0_ 19 i ( d I N i N I r W '•Q "CC N Q I J i N D.' 1 Q I O.. .4 ' i O. In In I O I N+ in _ I --i I i i{OOp i I p M N I to --I O) t0 � W iQ.:�. � a0 J �' W O I t- M cn � to W F- cn I I O 3� d• I N d S 1- # ! I !Q'• F- 1= cn 1¢- C� cn I ( � ' fQ- i cn ' I I •� I j O I ^ ( E 1 OD N ev tOC I tD ' Q N+ i'( 0:: {i Oad 1 1 N N N N �i N O_ Q Q N en R' I •� ' % a i N cp '�' ,' ¢ } n N^ co N h + N MCID + N ! + c O _J Q O Q N Q N c 3 a Q } �`' r- H In In G� In C9! �-- In % I I #_ a ( + I a t0 I N^ + 1 �_ .-- I I aD .-- 0D .-- ! Q J O .- t Q i J 4 { N I k' % cn r- I-- N C=Y cn d f J Q , N I I •¢ ? ' I i I 'ly a I a0 1 1 1 I I I a cn cmo c C4 � cn i s cn c� X 416. 1 C-0 I I `vl ( I E } I 00 c 1¢- i 01 - o:00 1W. - TOP FOOTING I CD o f I i� !► ^ PAD ao I I_ FINISHED T' I ( ; LANDSCAPE GRADE l FLOWLINE ( FINISHED PAD I �E I i OF FOOTING I LANDSCAPE GRADE 00 o v i ----------- TOP OF FOOTING ! PAD 00 wIJn `FINISHED o LUFLOWUNE Wa0 I E I LANDSCAPE GRADE t -:04 P- 0W JW W WZ tL In o Z { JoJ 0 W I ! 006o 11 CLDI` C9 1� I I I 1� , 1� I i= O N O N O Z N W W tL I �� 1 i Z t= W> W 0 O W i OW �� •- r• ` L� i I O I 0000 CA CA I i i�i� ++ ! O+fO+i N N 3 0 M Q Z 00 I O 00 I 00 O ti d O O ( tL I> > O> W> i Q L j J W tL L- O 000 ,� I L0 k ++ I 0000 NN W N i 00 0p DO) .'e- d O d 0 J J JJ ti j -It QQ > ' i Z >> W 3 i 1 I i Z> - ! O 0> W J13J Q W J W I 4 i > W J W> I W 0 W 1 J i I a i 0 I 0 3 ]-- 0 If" i IH I N I } t�. N 0000 £ 1 I I W 0 ! tOtO+ 0000' I 1 I I 3 a 0 O + i6 OO I o co { co to ! NN j I a 1 N N I ( I ! ' Q Q HH cncn I (� NN ! i E I J JJ I 0 O H ` 0 W W J E, O Z � i i i cot- F^ 1 1 I + s H N i 0- Q Q I I In 1< -IQ- In In ; I i I I k I 0 1 A i L� it11n !! I I O �0 ~ .-- i tN IW N is N I i MM ( I 0- N �( N NN z oo Z �o I i f- i °� } i 1- CV O I W 0 tO tO coag i i o. 'M Z _ O it1 i0 -+ t0 I J cc$ i Z o N W J N j j a N NN I ( ! �-' Q Q' ►-►-� N N `�' i i I I I ! _ O; to-�' zaa_ z co 00 0 +� a+ .-- + -' + la a o a ¢Q C cn cncni + ! Z5 •}' '�" d '+ I W O i 3 L4 NN Wco a I I a t ! i I w I O N N I 2 j m 1- to V i I tt a I F- IQ- IQ- IO fQ- 2 HQ Q i j Q e Q QQ cnfn Qcn II -W Wto Zi Qj in C I ¢ in II cn ( cn cn cn I i i i I i I 15.11 LF OF PUBU WALL 1200 LF1200 I i 747.74 _W LF OF F JBUC WALL j i I i Ii (SEE SHEET `} Vif SECTION I i I i i ; j (EE SHE ION --_T 1) I JUL 16+00 17+00 18+00 19+00 20+00 LEGEND-,- EGEND:ABBREVIATIONS ABBREVIATIONS FL FLOWUNE CL CENTERLINE EG EXISTING GRADE FG FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVATION PA PROPERTY LINE R/W RIGHT-OF-WAY TC TOP OF CURB TW TOP OF WALL W1 WALL SECTION PROPOSED WALL EXISTING WALL 21+00 CTION LETTER 1 SECTION LINE SHEET SECTION IS LOCATED 22+00 23+00 LINE TABLE UNE BEARING DISTANCE L7 S 88'54'31' E 8.50' L8 S 44'03'00' E 3275' L.9 N 4557'00' E 33.01' EASEMENT LEGEND O16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). 24+00 25+00 26+00 27+00 R/W PA 45' VARIES: 34.00' - 39.78'± 11' 3' ±0.5-±46' VA IES � t vo 69 I f of z t m� I 2.07o MIN. 2 m I 14:1 I 2.4% MAX. 1 27. - ETCHART ROAD g STA 16+61.32 TO 27+86.55 3 SCALE: 1' = 10' (HORIZ) 28+00 2' FOOTING EASEMENT PER THE FINAL MAP WALL STATIONING CALCULATED FROM THE BACK FACE OF WALL 29+00 SCALE: 1 " = 50' 50' 25' 0' 50' 100' 426 424 422 420 418 416 414 412 410 408 I 406 404 1402 I f 400 398 396 394 392 30+00 30+50 Know what's below. 0111 before you dig. OQ-d.1- -02-0 914 1 Sto Du IZo 00Ly j >y Know what's below. 0111 before you dig. X1111