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HomeMy WebLinkAbout1.4-7267 Record Drawing3 0 s 01 In 0 E Z w W 0 w GENERAL NOTES: 1. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. SEE WALL PROFILES FOR TOP OF WALL ELEVATIONS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL LINE. 3. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY CITY OF BAKERSFIELD BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPARTMENT. 4. GRADE BREAKS IN FOOTING TO BE STEPPED. 5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPARTMENT. 6. 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. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATIONS SHALL BE DETERMINED BY THE CITY ENGINEER. 8. WATER PROOF SURFACE WITH J" 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. 9. LAP FOR SPLICE OF REINFORCING STEEL SHALL BE 30 INCHES. 10. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS. 11. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER THAN 8 FOOT CHORDS (EVEN QUARTERS ON 32 FOOT SPACED PILASTERS). HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE X" (t 1/8"). ALL REINFORCING STEEL SHALL BE TIED FIRMLY 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. 12. BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR. 13. 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 NOTIFICATION AHEAD OF THE CONSTRUCTION. 4. 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. 15. 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. 13. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE THAN 2". FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND ANY BELOW THE FI TOP OF GRADE AT LEAST 16" OR THE DEPTH OF THE FOOTING, WHICHEVENISHED R IS LESS. 1''. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 1E. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 19. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 20, PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN 24 HOURS NOTICE. (661)326-3049. BLOCK TYPE: SMOOTH FACE AND 1 COARSE FLUTED 6"X8"X16" BROWN OR TAN TO MATCH EXISTING SOUTH SIDE OF BERKSHIRE ROAD PATTERN: RUNNING BOND PILASTER 21. WALLS TO BE CAPPED WITH MORTAR CAP. ABBREVIATIONS AC AP ASPHALT GRD GROUND BC ANGLE POINT BEGIN CURVE GUY GUY WIRE BCF BEGIN CURB RETURN HB HORZ HOSE BIB HORIZONTAL BLD' BLK N BUILDING BLOCK WALL HP HIGH POINT BW BACK OF WALL INV JP INVERT ELEVATION CAT't CABLE TELEVISION BOX L JOINT POLE LEFT CB CF CATCH BASIN CURB FACE NG NATURAL GRADE CL CENTERLINE OH PL OVERHANG (EAVES) CLF CHAIN LINK FENCE PB PIPELINE CMP CORRUGATED METAL PIPE PP PULL BOX POWER POLE CO COB CLEAN OUT (SEWER) PVC PLASTIC PIPE CITY OF BAKERSFIELD R RIGHT CON, DL CONCRETE DAYLIGHT RCP REINFORCED CONCRETE DI DROP INLET RR R/W PIPE RAILROAD RIGHT DIA DIAMETER OF WAY DRV DRIVEWAY SDMH STORM DRAIN MANHOLE EC END CURVE SL STREET LIGHT ECR EG END CURB RETURN SS SIDEWALK SEWER ELEC EXISTING GRADESANITARY ELECTRIC SSMH SANITARY SEWER MANHOLE EDR EP EDGE DIRT ROAD STA TC STATION TOP OF CURB ETW EDGE OF PAVEMENT TELE TELEPHONE ELEVATION EDGE TRAVELED WAY TF TOE TOP OF FOOTING EUC EUCALYPTUS TOG TOE OF SLOPE FNC FENCE TOP OF GRATE FF FINISH FLOOR TOP TW TOP OF SLOPE FG FINISH GRADE TYP TOP OF WALL TYPICAL FH FL FIRE HYDRANT VLT VAULT FS FLOW LINE FINISH SURFACE VERT VERTICAL FW FACE OF WALL WM WV WATER METER GB GM GRADE BREAK OHE WATER VALVE OVERHEAD ELECTRICAL GAS METER NOTE: ABBREVIATIONS SHOWN ABOVE MAY OR MAY NOT BE EVIDENT ON MAP. THE DEL (VERY OF THIS DRAWING SHOULD NOT BE CONSTRUi Z TO PROVIDE AN EXPRESS WARRANTY OR GUARANI EE TO ANYONE THAT ALL DIMENSIONS AND DETAILS,\RE EXACT OR TO INDICATE THAT THE USE OF TFIS DRAWING IMPLIES THE REVIEW AND APPROVAL. OF DPSI OF ANY FUTURE USE. ANY USE OF THIS INFOFMATION IS AT THE SOLE RISK OF THE USER. GENERAL: CITY OF BAKERSFIELD, COUNTYOF KERN 5 CALIFORNIA CMU s CREEN WALL CONSTRUCTION PLA NS ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE CALIFORNIA BUILDING CODE (CBC). CURRENT EDITION. FOUNDATIONS: FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOIL BEARING SCHEDULE OR THE SOILS REPORT AS PROVIDED. CONCRETE: MAT R A REINFORCING: DEFORMED ASTM A615, GRADE 40. CEMENT. PORTLAND CEMENT, TYPE II, ASTM C-150. AGGREGATE: ASTM C-33 J" MAXIMUM. WATER: CLEAN AND POTABLE. CONCRETE MIX DESIGN FOR FOOTINGS AND WELL GROUTING CLASS "B" CONCRETE, 2500 PSI AT 28 DAYS. 5.0 SACKS OF CEMENT (MIN) PER CUBIC YARD. 14" AGGREGATE (MAX). 4" SLUMP (MAX). ADMIXTURES: ONLY AS APPROVED BY THE ENGINE R MASONRY: MATERIALS:. CONCRETE BLOCK MASONRY UNITS: ASTM C-90. REINFORCING MATERIALS: ASTM A615, GRADE 40 DEFORMED. ADMIXTURES: ONLY AS APPROVED BY ENGINEER. WATER: CLEAN AND POTABLE. O M - STRENGTH: TYPE S. 1200 PSI AT 7 DAYS AND 1800 PSI AT 28 DAYS. GROUT: STRENGTH: 1500 PSI AT 7 DAYS AND 2500 PSI AT 28 DAYS. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION. BLOCK SHALL NOT BE LAID AT A SUCH RATE TO CAUSE DEFORMATION OF LOWER MORTAR COURSES. LEGEND CI PP EXISTING POWER POLE ° EXISTING UNDERGROUND MARKER EXISTING DOWN GUY 100 EXISTING CONTOURS - MAJOR ^{ EXISTING CONTOURS - MINOR 100 CONTOURS - MAJOR 99 CONTOURS - MINOR - - - - - - GRADE BREAK LIMITS OF COMPACTION SD -- STORM DRAIN (SIZE AS NOTED) - - EXISTING WOOD FENCE mmmmm�`' EXISTING BLOCK WALL SD EXISTING 1`- STORM DRAIN MANHOLE -� EXISTING SIGN Z EXISTING UTILITY BOX ® EXISTING UTILITY STUB m CK� EXISTING SEWER MANHOLE EXISTING POWER POLE - - EXISTING OVERHEAD POWER LINE _> EXISTING SEWER LINE PROPOSED FG FRONT OF WALL PROPOSED FG BACK OF WALL WALL - PROFILE VIEW TOP/FOOTING WALL - PLAN VIEW SIGHT LINES EXISTING GROUND PROFILE VIEW �o QROFESS/OH� P�eERTO 40/(oF��� W A " NO 67602 r, z Q- OF CAoF� FOR TRACT 726 7 KEY_ MAP SCALE: 1"=200 DRAWING INDEX SHEET NUMBER REV. DESCRIPTION 1 B TITLE SHEET 2 B WALL STA. 10+03.00 - 17+22.25 3 B WALL STA. 17+58.72 - ?_2+21.80 4 B DETAILS SHEET DECLARATION OF RESPONSIBLE CHARGE_ THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDG = AND BELIEF TO COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED DURING CO VSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. L. ALBERTO LOPEZ R.C.E. #67602 DATE REVIEWED: RYAN STARBUCK - TRAFFIC ENGINEER TR #2327 G / Z 71/x, DATE REVIEWED: �� O r�4 2.7 /�_ 4THEODORE WRIGHT - ASSISTANT PUBLIC WORKS DIRECTOR D E R.C.E. # 33710 APPROVED: NICOLAS FIDLER-PUBLIC WORKS DIRECTOR R.C.E. #61069 %)Z,S !� DATE SALES LOT 100' PG&E EASEMENT AS RECORDED MAY 12, 1953, IN BOOK 2079, PAGE 544, O.R., AND MAY 15, 1953, IN BOOK 2081, PAGE 223, O.R. ;I', WING OF REQ L. ALRERTO LO R. C. E. 67602 EXP. 6/30/ t BERKSHIRE ;5 ROAD » �4 w 25 > 32 oof WHITE DISTRICT 0 o N W E S I S 1 I ZQ WQ JO U) Z of 5 G :u O W. PROJECT LOCATION VICINITY MAP SCALE: N.T.S. (PROJECT CONTACTS: OWNER / DEVELOPER FIVER RANCH COMMUNITY, LLC. 5198 HUSTON STREET, SUITE #C CROVER BEACH, CA 93433 (305) 481-4033 CIVIL: DIVERSIFIED PROJECT SERVICES INTERNATIONAL 1998 SANTA BARBARA STREET SUITE 200 SAN LUIS OBISPO, CA 93401 PH: (805)250-2891 CONTACT: ALBERTO LOPEZ ALOPEZODPSIINC.COM SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL 5351 OLIVE DRIVE, SUITE 100 BAKERSFIELD, CA 93308 PH: (661)371-2800 CONTACT: ROLLAND VAN DE VALK RVANDEVALKODPSIINC.COM GEOTECH: KRAZAN & ASSOCIATES, INC 2205 COY AVENUE BAKERSFIELD, CA 93307 PFI: (661)837-9200 CONTACT: DAVID JAROSZ QED: DIVERSIFIED PROJECT SERVICES INTERNATIONAL 1998 SANTA BARBARA STREET SUITE 200 SAN LUIS OBISPO, CA 93401 PH: (805)250-2891 CONTACT: ALBERTO LOPEZ ALOPEZODPSIINC.COM I. EGAL DESCRIPTION BEING A SUBDIVISION OF LOTS 18 & 23 OF SALES MAP OF THE LANDS OF KERN COUNTY LAND COMPANY FOR SEC. 29 T.30S, R.27E. ALSO BEING A PORTION 0- THE S.W. 1/4 OF SEC. 29, T. 30 S., R. 27 E., M.D.B.M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. BENCHMARK TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF PINE FLAT DRIVE AND THE NORTH BOUNDARY OF TRACT MAP No. 6359 PHASE 2. ELEVATION = 344.54 PER CITY OF BAKERSFIELD DATUM. BASIS OF BEARINGS THE BEARING OF S 89'17'52" E FOR THE SOUTH LINE OF THE S.W. 1/4 OF SECTION 29, T.30S., R.27E. MA B.M. (AND BEING THE CENTERLINE OF McCUTCHEN ROAD) PER TRACT NO. 6359 WAS USED AS THE BASIS OF BEARING SHOWN ON THIS MAP. SMITE INFORMATION APT`: 540-010-17 & 540-010-14 NUMBER OF LOTS: 113 - 31.44 GROSS ACRES PHASE 1 - 71 LOTS - 19.67 GROSS ACRES PHASE 2 - 42 LOTS - 11.77 GROSS ACRES AILTERNATE STREET NAMES CATTLE CREEK DRIVE WINDFALL LANE U'rILITIES: CITY FIRE DEPARTM NT 21C1 H STREET UNDERGROUND UTILITY STATEME BAKERSFIELD, 93301 NT PH: 661)326-3911 WAT R_ REsougcFs DPT 1000 BUENA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE BAKERSVIST CA 93 OAD PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. PH: (661)326-3000 THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINESWER/STORM DRAIN SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. CITY OF BAKERSFIELD ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH PUBLIC WORKS INFORMATION OR DATA. PH: (661)326-3724 UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION BY CALLING 811. PELGEStT& M PH: (877)743-7782 CAB H BRTHOUSE NETWORKS PH: (661)323-4892 TELEPHONL TW TELECOM PH: (661)616-5500 WDID #: 5F15C372120 ID AL TOLL FREE 811 OR (1-300-227-2600) AT i_EAST TWO DAYS BEFORE YOU DIG L[UNDERGROUNDERVICE ALERT OF CALIFORNIA CITY RECORDS N0: N W E S I. EGAL DESCRIPTION BEING A SUBDIVISION OF LOTS 18 & 23 OF SALES MAP OF THE LANDS OF KERN COUNTY LAND COMPANY FOR SEC. 29 T.30S, R.27E. ALSO BEING A PORTION 0- THE S.W. 1/4 OF SEC. 29, T. 30 S., R. 27 E., M.D.B.M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. BENCHMARK TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF PINE FLAT DRIVE AND THE NORTH BOUNDARY OF TRACT MAP No. 6359 PHASE 2. ELEVATION = 344.54 PER CITY OF BAKERSFIELD DATUM. BASIS OF BEARINGS THE BEARING OF S 89'17'52" E FOR THE SOUTH LINE OF THE S.W. 1/4 OF SECTION 29, T.30S., R.27E. MA B.M. (AND BEING THE CENTERLINE OF McCUTCHEN ROAD) PER TRACT NO. 6359 WAS USED AS THE BASIS OF BEARING SHOWN ON THIS MAP. SMITE INFORMATION APT`: 540-010-17 & 540-010-14 NUMBER OF LOTS: 113 - 31.44 GROSS ACRES PHASE 1 - 71 LOTS - 19.67 GROSS ACRES PHASE 2 - 42 LOTS - 11.77 GROSS ACRES AILTERNATE STREET NAMES CATTLE CREEK DRIVE WINDFALL LANE U'rILITIES: CITY FIRE DEPARTM NT 21C1 H STREET UNDERGROUND UTILITY STATEME BAKERSFIELD, 93301 NT PH: 661)326-3911 WAT R_ REsougcFs DPT 1000 BUENA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE BAKERSVIST CA 93 OAD PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. PH: (661)326-3000 THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINESWER/STORM DRAIN SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. CITY OF BAKERSFIELD ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH PUBLIC WORKS INFORMATION OR DATA. PH: (661)326-3724 UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION BY CALLING 811. PELGEStT& M PH: (877)743-7782 CAB H BRTHOUSE NETWORKS PH: (661)323-4892 TELEPHONL TW TELECOM PH: (661)616-5500 WDID #: 5F15C372120 ID AL TOLL FREE 811 OR (1-300-227-2600) AT i_EAST TWO DAYS BEFORE YOU DIG L[UNDERGROUNDERVICE ALERT OF CALIFORNIA CITY RECORDS N0: Lu ay U aN > O' a x jN w C/) Q 5 0z � o O Qcn E c rY �Z al i Q UJ LL z irn Cn a N 3 x o1 il W M > 3N 03S 54 co E C Ix Z LD a a, L0 0 w L' of of Lu U) �I (V 0 J Il - (0 Lu U I Z I i �I U) Z J 5 G :u O W. J J Q 0 1`- Z U�� J LLj Z n_ m CK� Q W Lu ay U aN > O' a x jN w C/) Q 5 0z � o O Qcn E c rY �Z al i Q UJ LL z irn Cn a N 3 x o1 il W M > 3N 03S 54 co E C Ix Z LD a a, L0 0 w L' of of Lu U) �I J Z U) Z J 5 G O ti � J J Q Z U�� Q LLj Z CK� W _> w F_ W W 2 "lam M U) m Ll! m w "� 2 H W U � N F- I LL � 0 w n 0 R FN a o J d w > 1- z w U) Lu a Lu IY r U z w 0 3 0 a 3 0 L z w it m U) z w THE DELIVERY OF THIS DRAWING SHOULD NOT BE CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND rn DETAILS ARE EXACT OR TO INDICATE THAT THE USE C) OF THIS DRAWING IMPLIES THE REVIEW AND APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF wM HIS INFORMATION IS AT THE SOLE RISK OF THE USER. L) z r � '`-•..,, `..„� � 30' WIDE SEWER I PP s PP o EASEMENT PER 1 r d DOCUMENT 0207084777. m I .�_ — _ _� - ao w 4 pp / r_� _ + Yct \- r LLI 349) a \ \�\� \ J 1 J <m 04 Ld ✓ I .� \ in (659o , + m��� i p N 0' 44, 1 E /0) LLJ \ o w � II m / __ r°�Cw F. sz9 R/W ox +N-% 1 p � II m _ _�B �� 59' oma' L II ,�, I. -- _ 1f I E, 281 ' R/W m I. r- -.� f �` i \ -"_�``�-= f ' �� 15 pQ_ �'- - Nga4.4'33n --- , _ ; ui 7' `15 •� ! i /'`., ,. �= "'''''' =,,,,r'" r SIGHT DISTANCE 4% SIGHT DISTANCE a J - .-...o,, \14+, _• i ....- PER C.O.B.STD. T-7 " - `, J E °, I (350) .._.._,,y PER C.O.B. STD. T-7 _ I L= 90, R=2000.00 D=4'15'56" \ ,� - -= -. TOUND CT " -- r 10+ i % fL�=9 .61. R=2046.63 D=2'38'55" ���. 12+00 BARY _ �� - ��`` pO �G -__. = . _ _ hr 66 11+00 _8'48'22"/ L� /'� �G�'.e" — 227.g8 `iso L=307.40, R=2000.00 D- _ • 44'3nE N 'O G - --' '`^ �_..-. �.. � �.._... � _ .....-._---' d- � N R/W SIGHT DISTANCE,. uR _ iz�2) y.�-- -'"�% a 0D J � X86, PER C.O.B. FCS 6' __ / w r _ _ �_ 35 r L- CONSTRUCT WALL `+° co r J C STD. T-7 S �.....- - �s 8g 1 it of °' Co G 9 '6 1, rna - 20%203 3 9p o w Ir w r _ —--2096 + t s, �- N� 65 w�� TERMINATE (N) WALL AT + 2096 r - C=22 (E) WALL. DO NOT - -I� �`� E 9�p�_ g+z z�g as m �1 / - �o 3.26' �� f a rn w (D V Y V) - I- ATTACH TO (E) WALL. J `�A �s ,� P " �rL N W 56 d cn r� w I / n Dc . Q N f \C60Cron wO JT ; �'J N USE 0.5"-1 MORTARED p 6j s'= 5c,6�GFz r� LANDSCAPE �•o ; moo' o ,n w co N o c� Q w w ¢ m + i 67 CONSTRUCTION JOINT. �O °' O, EASEMENT o Q W o "���, h + m I� ti o w f- J °� 3 = �y / m� 3.26 "�2Q ��� ocncgmr7 w0� g0w. Q�.11 - t Ea,n_j 71N _j c� �N� 3 / o0 J LANDSCAPE �� o"^ In �N cn+ ¢ 3 mJ (� �y i 34 U o EASEMENT w �` o¢ N M r cm 4 Q �9' m a S53'46'57"E 31.83' 3 + °'w T¢N �3 II L 48 1 v~i='' _� i ��' 111 y o`�AcP o z / ` o+ ¢ ; 0 3 N \I r o v it LL ¢ cn N _` ' o N z cn 0� ¢ J Y ro� II r°�'2r +zr` +w� w+Le c� �J Qo w� / W g J W 3 �� 6 4 �6 Jr • -- �M / wcn p W � Q� ��W ,�n YH � e <0' _ V 5 � � _� 8 _ o_ ! in M cn 0: - f -- SOUND WALL PER — _ + J J _ ¢ W "� w w ccDo cn W J m f ' TRACT 7267 MASONRY (j Y o j N + � + g m J WALL PLANS I. W� Y�� z�_ _�� J� I / r 35 r J cn J , W I— , \ MATCH F�,��� ��� v m J v m STATION 4 J Q { J j I / (3J MATCH S45'00'47"E 33.07' v 3 ? v 3 4355'07"E 33.25' 4 -- I STATION---..- _ i { ----� t ? a - _ � ��/ i 69 / z WILD MUSTANG DRIVE ARROWHEAD TRAIL COURT WHISKEY CREEK DRIVE BERKSHIRE ROAD STA: 10+03.00 TO STA: 17+22.25 HORZ: 1 "=40' 370 365 360 355 350 345 340 335 10+ WALL PROFILE WALL 51A: IU+U,S.UU IU 51A: 11+Z/.bt5 HORZ: 1"=40' VERT: 1"=4' 370 365 360 355 350 345 340 335 y 40 w A a Q 4 °r 360 r 1.J CV i� 1 0� 355 Z U a N, IA MM 1 m 1 .1 LF CY rn 5.7.08 4 I W .j 350 N N N _w w c/) CL � LU tY N- .J O IA to 0_ W 345 I- 0� r.� (1) It m Lo rn W 2 _w L J Q I� 340 U3A" /IN FE D ; J W R.0 E. 67602 N 6i r7Lq Ml W q J W F. 33 W E O _ N� ° O � r Go N---6Lo J w- ..- + - in O M a ¢ _ TOP OF WALL J a N r3 w F N . in C.9J0J r m3 by w3� - --' f PROPOSED - GROUND _ FRONT - Of • I % �% .. an OF WALL PROPOSED iv(STREET SIDE) GROUND BACK OF WALL r 0 EXISTING (PAD SIDE) "co ofan _ GROUND o W M ail+ O' N N M w �� I � J w Off ^ _ ,F i � I ' co 10 co Qo 00 o TOP OF 'i I W I i Lq a' -, 11 �Q rn N ail . J T SII ¢H W W J` W LiJ � t` N U- 0 M O N 00 _J II.,Q� 3N + J¢ �N of C O Z� QO �� ___0� +O �O IM + _ �O + z o =m + z Z ... -_0Q CL� II cn Z II 4 00� II LL N w Oto 0 I¢ - I ' La_N n HQL__Q�-_pJ J _ J �pCD N N JQ mNl -D_ �n3 ¢ nn 1 nJ_�n �' Q 1 1 inn w 9 1 WALL PROFILE WALL 51A: IU+U,S.UU IU 51A: 11+Z/.bt5 HORZ: 1"=40' VERT: 1"=4' 370 365 360 355 350 345 340 335 y 40 12+00 12+50 13+00 13+50 14+00 14+50 15+00 WALL PROFILE WALL STA: 11+68.55 TO STA: 17+22.25 HORZ: 1 "=40' VERT: 1"=4' 15+50 16+00 16+50 17+00 370 W IBJ E 40' 0' 40' 80' SCALE:1 "= 40' 0 f� w w a Q °r 360 r 1.J CV i� 1 0� 355 Z U a N, IA MM 1 m CY rn 5.7.08 4 cO M W .j 350 co a, I� n c6 Lo M' M `I 0 N _w w c/) CL � LU tY .J O 0_ W 345 I- 0� r.� (1) It m } U rn W 2 _w L J Q I� 340 U3A" /IN FE D ; L, ALEER' O LOPEZ R.0 E. 67602 N 6i r7Lq Ml W EXP. 673), 1-1- W W II ° Go N---6Lo J w- I 7 -- - J J w W W M r3 w F in P, r Of • I % �% .. an J 4 I 1n W a� n I A ofan _ W M ail+ O' N N M 0 '- J w Off ^ _ ,F _ co 10 co m W I i Lq a' -, 11 �Q rn N JM ¢- _ SII ¢H r 11�J h N _J II.,Q� 3N + J¢ �N 3N 1 3fn J II � J ¢a ¢H + =m + -j _j 3vi w� LQ IL wJ 3�n �pCD N N JQ �N WJ ¢ (n3 w.�n3 ¢ �n3 ¢ _ �^� H¢ cn3-- �J d €0_ J �3 �¢ JQ J� + J 3cnoJN3, . II. ¢ I¢I - J ' ¢I¢- 3cn wQ W - - . ..� a �3 TOP OF WALL ...._ _ �' ..- --r------�._._. %n3 N 3 ._.._s.,__ I 3 v7 _... }.._ h°j J ._3 N J _. J II _ 3 ..� ... ._ w3 _ zQ e Lj_Ld J ED, Q c~i €'' (on ._._ 0 _j ,. a•_ w¢- _ C-4 _ PROFOSED GROUND OD "? PROPOSED m.. GROUND _. Lo— 0 h 17 0 FRONT OF WALL o (STREET SIDE) o -°� BACK OF WALL _. `- o (PAD SIDE)00 a© { 41/ — _} s c M _ EXISTING GROUND N N N of '`' t 1 TOP OF FOOTING __--T- rh p m m m r 0 cq C4 J �._ � cc M •• l J..... __ ._.- I _. _.. _ w W .. - W OD M M W W tL w_ LL W_ _ r ^ iLq _ z_ tp Of co W LL -O O - + o .- 0_ ---- + II r� + II ' W i IIS _.- - m_ 1 ! I w. ._ O F= O OLL w� H¢ F �p Z 0 it --CL a � CD Qg- g cn 00 a0 O � ' 04 ZO O H o In o + N —� Z r,� Z z � C9 Z_ O 1 w a J 3' Oil I J Q II w0cn O� J 0 I w 3. _f. cn3 ; u_ Oen 0_ J p J-'-_ W - UJ -J 3 W J 3 U) 3: w 3. - --- - I - --� - _ i 3 r _ M5 12+00 12+50 13+00 13+50 14+00 14+50 15+00 WALL PROFILE WALL STA: 11+68.55 TO STA: 17+22.25 HORZ: 1 "=40' VERT: 1"=4' 15+50 16+00 16+50 17+00 370 W IBJ E 40' 0' 40' 80' SCALE:1 "= 40' 0 f� Q a a 0 z a 0 Q � m > 0 W LL � p LU CD LU o I w oco 0 m� > uj 0 �rnQ E �Zag O j wGCm v C )I - O l 0 Q IF, ,c I 0�Z 15, i CL W Me W F_ z o� 3: Li - mN 3: 0 3o wmN NI gR aS 365 w w a Q °r 360 r 1.J CV i� 1 0� 355 Z U CY y W .j 350 `I 0 N _w w c/) CL � LU tY .J O 0_ W 345 I- 0� r.� (1) It m } U = W 2 J Q Q a a 0 z a 0 Q � m > 0 W LL � p LU CD LU o I w oco 0 m� > uj 0 �rnQ E �Zag O j wGCm v C )I - O l 0 Q IF, ,c I 0�Z 15, i CL W Me W F_ z o� 3: Li - mN 3: 0 3o wmN NI gR aS 365 WALL NOTES: 1. ALL WALL STATIONS AND OFFSETS ARE TO THE CENTER OF WALL 2. ALL DIMENSIONS ARE CALCULATED FROM BACK OF WALL (LOT SIDE) UNLESS OTHERWISE SHOWN ON PLAN. oLU 0 360 1.J i� 1 0� 355 Z ILS D .j 350 `I 0 Z Q 345 r.� (1) 0 2 I� 340 U3A" /IN FE D ; L, ALEER' O LOPEZ R.0 E. 67602 EXP. 673), 1-1- 335 17+50 CITY RECORDS NO: Lo CIA ILI H w m LU r -i = w C/) v o I n LL LdV N 0 o a a J a 3 D N a 3 rn 0 CD M J 3 z 0 P U) THE DELIVERY OF THIS DRAWING SHOULD NOT BE CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND DETAILS ARE EXACT OR TO INDICATE THAT THE USE OF THIS DRAWING IMPLIES THE REVIEW AND APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF THIS INFORMATION IS AT THE SOLE RISK OF THE USER. \� \ w 30' WIDE SEWER t � �\ Nm 0)`` EASEMENT PER 1 \ o - + Y o ui I (� DOCUMENT 0207084777.a cj w + c=n ! In\ cn ej II w r� o= SIGHT DISTANCE g m f --'i i°cn c� m + cn \ TRACT PER C.O.B. STD. T-7 ; a �\ PP o Y '°' ( BOUNDARY _ W I w ¢ m 21 +0022+00 00 22+31/ f\ _ i f \ �I w - oY_ ` 19+00 _7 C N 0 — — S89' 16'07"E 5.98., co R/W —__ — — +0 1 Dori ,tic f 20%—_ 1 17+00 .1 N36'11 gERK Qn AD p .._ NK Ii 1 / c 3 0"E 33.25' 0,0 0 �` - S D 10.14 4c R/W20% A \ Q . - G 3.26' v C) N o a LANDSCAPE pW \ \aLi N w 84.42 No NESEMENT 0'44'3 \ ,n � L6 11N N wQ •- I I' II �) I \ o N I Li cn a cn w �00� UNW \ NQ \\ Lo I wNW I I I �o n0W �� t + r + 2 ¢ Y� Q- Y i d �� �e- 66 �N� �� �w �. pi-� � J ���� -� 11 uj�v�Iw 38 _� ,wQ� wQ� I ,taro Imp �+ cnJ w`� I w II ,i I1 +zo 1 jl a'CID-------J� D_\ v awn TOD \ ¢ cn 2 5 LLI w U w �\ I I V) C14 'Ifeo LLJ ��m -J g m a �� \ I P ww v w¢cn 0 C14 6� v� 1r N �. Q a j 1 I. -'wMATCH I= �' -= \ SOUND WALL PER Z P 3 STATION / \ TRACT 7267 MASONRY i ✓ II — - \ WALL PLANS. Z WHISKEY ♦ , CREEK V DRIVE r� W on 375 P61FLIJ 365 360 355 350 345 340 335 17+50 BUCKING BRONCO COURT BERKSHIRE ROAD STA: 17+58.72 TO STA: 22+21.80 HORZ: 1 "=40' 18+00 18+50 19+00 19+50 20+00 20+50 WALL PROFILE WALL STA: 17+58.72 TO ST k 22+21.80 HORZ: 1"=40' VERT: 1 "=4' 21+00 21+50 22+00 375 370 365 360 355 350 345 340 335 22+50 m I E SCALE:1 "= 40' WALL NOTES: 1. ALL WALL STATIONS AND OFFSETS ARE TO THE FACE OF WA'_:_ 2. ALL DIMENSIONS ARE CALCULATED FROM BACK OF WALL (LOT SIDE) UNLESS OTHERWISE SHOWN ON PLAN. / ,NEER * bi 09 j z V o w o U m� � as wJ to F Z o ag W Q UN U t -0 < .6I M. a � �^ a 0win I— _w �+ Z L--WN3 w $i Lu " > 3� Ji Ddal I � I I I I 0 U) of z a O Q ry > 0 w w o w IU) LU o LU 0 (0 Z �l z Q C.0i ® ti Q U W � LU T� Z U U DRAWING OF RECg-- IJ AW I - AhBEPTO LOP - R.0 E 67602 J/ EXP E/0/ ( _ rn m � m w m w w = w w (, cn d o C (j7 0 cq 0 CITY RECORDS N0:CL a o J Lu o w �o N O cp r` cD Lu U J -� w Q W c N aLu Q z 0 � F- LUW m U Q W Q / ,NEER * bi 09 j z V o w o U m� � as wJ to F Z o ag W Q UN U t -0 < .6I M. a � �^ a 0win I— _w �+ Z L--WN3 w $i Lu " > 3� Ji Ddal I � I I I I 0 U) of z a O Q ry > 0 w w o w IU) LU o LU 0 (0 Z �l z Q C.0i ® ti Q U W � LU T� Z U U DRAWING OF RECg-- IJ AW I - AhBEPTO LOP - R.0 E 67602 J/ EXP E/0/ ( _ rn m � m w m w w = w w (, cn d o C (j7 0 cq 0 CITY RECORDS N0:CL a o J i TOP OF WALL FINISHED WITH MORTAR CAP. FILL ALL CELLS WITH GROUT 6"X8"X16" LIGHT WEIGHT C.M.U. WALL W/ #5 AT 32" O.C., AT 1" FROM INSIDE EDGE OF WALL. #5 AT 32" O.C. LIGHT WEIGHT BLOCK, FILL Z ¢ ALL CELLS WITH GROUT. O U-) O � 8.0' 71 R/W LANDSCAPE x EASEMENT CONSTRUCT 6' MINIMUM 1 C.M.U. WALL. SEE Ln 1 DETAILS A & B 7QjpI THIS SHEET BACK OF WALL PAD SIDE 1 (LOT SIDE) w PROPOSED GRADE 1 0 \\j�\ #5 AT 16" O.C. ( 7.50' 0.59 x g 8"X8"X16" LIGHT WEIGHT C.M.U. 1 2' \\\\\\\\\\\ \\ \\ WALL W/ #5 AT 16" O.C., 1" I ///////////////// OFROM INSIDE EDGE OF CELL 4 4.5 SIDEWALK I 2%/\\//\\//\\/\ 4:A 2% 2% MAX NOTE: ALL FOOTING REBAR\/ STREET SIDE 3„ CLEAR FROM /i�\/i�\/i , /i� i�\/i\\/i\\/i\\/�\\/� i�/i\\/i\\/�\/i a 0.5' NATIVE, ALL SIDES 0.50' MIN./MAX. TYPICAL CROSS SECTION /// �-i C o �\\` a .. ao N.T.S. CONCRETE FOOTING w/ #5 BARS AT 14" O.C. EACH \\ \\ / a ``? J WAY AT MID -DEPTH (4 BARS 0 ON TOP, 2 ON BOTTOM) 3" CLEAR (TYP.) . i 90% COMPACTED WALL NATIVE, 1.0' MINIMUM 4.25' #5 AT 14" O.C. 3" CLR. FROM NATIVE, ALL SIDES. WALL SECTION DETAIL N.T.S. ANCHOR TIES IN MORT - - -- AT 12" O.C. EACH WA' NOTE: TIE PILASTER FOOTING INTO WALL FOOTING. TYPICAL WALL & REINFORCEMENT PER DETAIL B ON THIS SHEET �- STONE VENEER PILASTER TO MATCH PILASTER NORTH OF ROSE CREEK WAY PILASTER WITH STONE VENEER N.T.S. z THE DELIVERY OF THIS DRAWING SHOULD NOT BE CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR GUARANTEE TO ANYONE THAT AL DIMENSIONS AND DETAILS ARE EXACT OR TO INDICATE THAT THE USE 0 OF THIS DRAWING IMPLIES THE REVIEW AND APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF Ld THIS INFORMATION iS AT THE SOLE RISK OF THE USER. 01 z Z_ X O Lo (6 X Q O 00 #5 AT 32" O.C. w Z J N u') a Ng STREET SIDE Lo T 0.5' 3" CLEAR (TYP.) TOP OF WALL FINISHED WITH MORTAR CAP. FILL ALL CELLS WITH GROUT TOP OF WALL FINISHED WITH MORTAR CAP. FILL ALL CELLS WITH GROUT 4.5' SIDEWALK ( D 8.0' R/W LANDSCAPE EASEMENT 1 1 I 1 1 I 7.50' 1 U) W 2' 1 CONSTRUCT 6' MINIMUM C.M.U. WALL. SEE DETAILS A & B THIS SHEET BACK OF WALL (LOT SIDE) 0.50' MIN./MAX. TYPICAL CROSS SECTION N.T.S. PROPOSED GRADE 0 cf)llr� z a 0 Q W a > 0 LU u. a a Lu W U) 6"X8"X16" LIGHT WEIGHT 6"X8"X16" LIGHT WEIGHT UjC.M.U. WALL W/ #5 AT .M.U. WALL W/ #5 AT 3 32" O.C., AT 1 " FROM 2" O.C., AT 1 " FROM INSIDE EDGE OF WALL. INSIDE EDGE OF WALL. LIGHT WEIGHT BLOCK, FILL #5 AT 32" O.C. LIGHT WEIGHT BLOCK, FILL L ALL CELLS WITH GROUT. Z Q ALL CELLS WITH GROUT. a o 0 8"X8"X16" LIGHT WEIGHT C.M.U. WALL W/ #5 AT 16" O.C., 1 " FROM INSIDE EDGE OF CELL #5 AT 16" O.C. W X w a 0 r N O Q z NOTE: ALL FOOTING REBAR CO r - co 0 D CD 3" CLEAR R Li Ln LLJ NATIVE, ALL SIDES U 0 N ` �f c) z w > Q uw _j Z L.LJ W N W W co >Lu r-� O 0 G .. ad a W Lli M Q U �� m • U z Q w Q q_j • 0 cf)llr� z a 0 Q W a > 0 LU u. a a Lu W U) 6"X8"X16" LIGHT WEIGHT 6"X8"X16" LIGHT WEIGHT UjC.M.U. WALL W/ #5 AT .M.U. WALL W/ #5 AT 3 32" O.C., AT 1 " FROM 2" O.C., AT 1 " FROM INSIDE EDGE OF WALL. INSIDE EDGE OF WALL. LIGHT WEIGHT BLOCK, FILL #5 AT 32" O.C. LIGHT WEIGHT BLOCK, FILL L ALL CELLS WITH GROUT. Z Q ALL CELLS WITH GROUT. a o 0 8"X8"X16" LIGHT WEIGHT C.M.U. WALL W/ #5 AT 16" O.C., 1 " FROM INSIDE EDGE OF CELL #5 AT 16" O.C. \\/ 3" CLEAR (TYP.) 8"X8"X16" LIGHT WEIGHT C.M.U. WALL W/ #5 AT 16" O.C., 1" FROM INSIDE EDGE OF CELL #5 AT 16" O.C. NOTE: ALL FOOTING REBAR 3" CLEAR FROM NATIVE, ALL SIDES CONCR'r=TE FOOTING w/ ,.� #5 BARS AT 12" EDGE o OF WALL (4 BARS ON TOP, 3 ON BOTTOM) 90% COMPACTED NATIVE, 1.0' MINIMUM #5 AT 12" O.C. 3" CL.R. FROM NATIVE, ALL SIDES. RTO L F WALL END SECTION DETAIL G WALL END SECTION DETAIL _ N.T.S. N.T.S. CITY RECORDS NO: R. C. E. 67602 EXP —6/'70i t w o U m� W ul E �Zao o w0UN U Lu - v I U t� Q n .0 M .— �Z ®„cn o Lij z o� 3 U- — mN 3 o1w q > J e� N � M X ca L Q z NOTE: ALL FOOTING REBAR \`/ co 0 D 3" CLEAR R Ln LLJ NATIVE, ALL SIDES 0 N c) z PAD SIDE Q uw _j Z L.LJ Q w r-� G .. ad Lli M Q U �� • • CONCRETE FOOTING w/ • • #5 BARS AT 14" EDGE a d M _j OF WALL (4 BARS ON TOP, 2 ON BOTTOM) 90% COMPACTED NATIVE, 1.0' MINIMUM WALL 4.27' #5 AT 14" O.C. 3" CLR. FROM NATIVE, ALL SIDES. \\/ 3" CLEAR (TYP.) 8"X8"X16" LIGHT WEIGHT C.M.U. WALL W/ #5 AT 16" O.C., 1" FROM INSIDE EDGE OF CELL #5 AT 16" O.C. NOTE: ALL FOOTING REBAR 3" CLEAR FROM NATIVE, ALL SIDES CONCR'r=TE FOOTING w/ ,.� #5 BARS AT 12" EDGE o OF WALL (4 BARS ON TOP, 3 ON BOTTOM) 90% COMPACTED NATIVE, 1.0' MINIMUM #5 AT 12" O.C. 3" CL.R. FROM NATIVE, ALL SIDES. RTO L F WALL END SECTION DETAIL G WALL END SECTION DETAIL _ N.T.S. N.T.S. CITY RECORDS NO: R. C. E. 67602 EXP —6/'70i t w o U m� W ul E �Zao o w0UN U Lu - v I U t� Q n .0 M .— �Z ®„cn o Lij z o� 3 U- — mN 3 o1w q > J e� N � M Z co D LLJ 0 N c) z V) Q uw _j Z L.LJ Q w Lli �� F_ LU Lu llqt W w w _ LL 0 rn m m m Lu u U W n d