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Home My WebLink About1.1-6137 Ph 31. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. 2. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER OF BAKERSFIELD. 3. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS. 5. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-3049 6. DPSI INC SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY DPSI INC. 7. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER CITY OF BAKERSFIELD STD. T-2 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 8. AN OPEN STREET PERMIT FOR EACH PHASE SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 9. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA.) 10. ALL PAVEMENT ,STRIPING AND/OR MARKINGS SHALL BE IN ACCORDANCE WITH DETAILS A20A-D AND A24A-E OF THE CURRENT EDITION OF THE CALTRANS STANDARD PLANS AND CALIFORNIA MUTCD. 11. ALL R26(CA) TYPE SIGNS SHALL BE 18"x24" SIZE. TRAFFIC CONTROL NOTES. 1. THE ENCROACHMENT PERMIT APPLICANT SHALL BE RESPONSIBLE TO ASSURE THAT . THE APPROPRIATE EXISTING TRAFFIC CONTROLS REMAIN IN PLACE AND FUNCTIONAL DURING ALL CONSTRUCTION PHASES. THE CONTRACTOR SHALL COVER ANY CONFLICTING SIGNS THAT EXIST ALONG THE ROADWAY. 2. NO WORK SHALL COMMENCE WITHOUT THE CONSTRUCTION SIGNS INSTALLED AND OTHER NECESSARY TRAFFIC CONTROL DEVICES ON SITE. STATIONARY MOUNTED CONSTRUCTION AREA SIGNS SHALL BE FLUORESCENT ORANGE, USING MATERIALS FROM THE CALTRANS "PREQUALIFIED PRODUCTS LIST" FOR SIGNING AND DELINEATION MATERIALS. THE LIST IS AVAILABLE AT THE WEBSITE OF THE CALTRANS OFFICE ENGINEER: WWW. DOT.CA.GOV/HQ/ESC/APPROVED-PRODUCTS-LIST/ 3. NO LANE CLOSURES ARE PERMITTED ON THE ROADS AND BETWEEN THE TIMES LISTED IN THE DEPARTMENTS "LANE CLOSURE RESTRICTION LIST." NO LANE CLOSURE SHALL BE PERMITTED ON FRIDAY AFTERNOON BEFORE WEEKENDS WITH FEDERAL LEGAL HOLIDAYS, ON THE ROADS LISTED. AFFECTED STREETS WILL BE SHOWN IN THE ENCROACHMENT PERMIT. [THE "COUNTY LANE CLOSURE RESTRICTION LIST' IS PROVIDED IN APPENDIX E3.] 4. PEDESTRIAN ACCESS SHALL BE AFFORDED THROUGH THE WORK AREA ON COUNTY ROADS IN URBAN AREAS, EITHER BY PROVIDING NECESSARY FACILITIES FOR SAFE AND VIABLE ACCESS, OR BY PROVIDING APPROPRIATE ADVANCE WARNING TO PEDESTRIANS TO USE ALTERNATE ROUTES. BICYCLE ROUTES AND LANES, WHEN IMPACTED BY CONSTRUCTION, SHALL BE SIGNED TO AFFORD SAFE PASSAGE THROUGH THE WORK ZONE OR TO DESIGNATE ALTERNATE ROUTES. FOR BOTH PEDESTRIANS AND BICYCLES, SURFACES SHALL BE MAINTAINED FREE OF LOOSE DEBRIS AND GRAVEL. 5. NO CONSTRUCTION EQUIPMENT OR MATERIALS SHALL BE PARKED OR STORED WITHIN SIX (6) FEET OF THE EDGE OF THE TRAVELED WAY. WHEN CONSTRUCTION EQUIPMENT OR MATERIALS ARE STORED WITHIN THE RIGHT-OF-WAY, FURTHER THAN SIX (6) FEET FROM THE EDGE OF THE TRAVELED WAY, THE SHOULDER AREA SHALL BE SIGNED AS CLOSED, AND PORTABLE DELINEATORS SHALL BE USED TO MARK A TAPER IN ADVANCE OF THE MATERIAL OR EQUIPMENT. 6. REMOVAL OF EXISTING PAVEMENT STRIPING OR MARKINGS SHALL BE BY SANDBLASTING OR GRINDING. WHEN THE CHANGE OF POSITION WILL BE GREATER THAN TWO (2) FEET, THE REMOVED STRIPING SHALL BE FURTHER OBSCURED BY USE OF A CHIP SEAL, AS REQUIRED BY SECTION 9.1.2 D. THE CHIP SEAL SHALL EXTEND THE FULL WIDTH OF THE ROADWAY. 7. PARKING RESTRICTIONS SHALL BE POSTED 24 HOURS BEFORE ANY WORK STARTS. POSTING SHALL BE DONE BY THE CONTRACTOR. 8. ALL PRIVATE DRIVEWAYS AND SIDE STREETS SHALL BE KEPT OPEN AT ALL TIMES, EXCEPT WHEN CONSTRUCTION TAKES PLACE IMMEDIATELY IN FRONT OF THE DRIVEWAY OR SIDE STREET. 9. ALL DELINEATORS SHALL BE EQUIPPED WITH NIGHTTIME REFLECTIVE BANDS, AND SPACED NO GREATER THAN 50 -FOOT INTERVALS ALONG TAPERS, LANE CONTROL, AND/OR EDGE OF WORK ZONE. 10. THE OPERATOR OF ANY TRANSIT OPERATION AFFECTED BY THE WORK SHALL BE NOTIFIED TWO (2) WORKING DAYS PRIOR TO WORK COMMENCING. 11. ALL FLAGGERS SHALL HOLD CURRENT CERTIFICATIONS. AS DEFINED UNDER CAL OSHA CONSTRUCTION SAFETY ORDER SECTION 1599, ALL FLAGGERS ON THE ROADWAY SHALL BE TRAINED BY QUALIFIED AND EXPERIENCED PERSONNEL TO THE ASPECTS NOTED IN SECTION 1599. THE DEVELOPER OR PROJECT ENGINEER SHALL BE RESPONSIBLE TO ENSURE THAT THE CONTRACTOR OR OTHER AGENTS UTILIZE TRAINED PERSONNEL ONLY. ALL WORKERS WITHIN THE ROADWAY SHALL WEAR TYPE 2 CAL -OSHA HIGH -VISIBILITY VESTS. PROJEC'.'ri CONTACTS: OWNER / DEVELOPER VISTA MONTAIRE LLC , 532 CAMINO MERCADO o ARROYO GRANDE, CA 93420 6 (805) 481-4033 1 CIVIL: DIVERSIFIED PROJECT SERVICES_ INTERNATIONAL 1998 SANTA BARBARA AVE SUITE 120 W SAN LUIS OBISPO, CA 93401 PH: (805)250-2891 z CONTACT: ALBERTO LOPEZ ALOPEZ@DPSIINC.COM SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL 5351 OLIVE DRIVE, SUITE 100 BAKERSFIELD, CA 93,308 PH: (661)371-2800 CONTACT: ROLLAND VAN DE VALK a RVANDEVALK@DPSIINC.COM g to 1 C9 w 0 0 i . z PALADINO DRIVE FROM M.ASTERSON STREET TO GRAND CANYON DRIVE UZI FROM PALADINO DRIVE �o QRpFESS/0�'ql TO MARQUISE DRIVE-' NO 80031 �Pj9T� C/ OFF- 400' F ii i 400 860 SCALE: 1 ... SITE W a x w J PALADINO W O' F- z 0 W VICINITY MAP., MT5 ENGINEERS CERTIFICATE 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 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 CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CIN ENGINEER. JESSF/ G. KALTENBERG R.C.E. #80031 N u.I ') Q C6 04 N to _ M 0 -5- '_'^ U > > m N 4 W OQ Cc ut�j o 00 0 0 VJ QJ 0 ry o- o' 04 �-- v U Q Q > o CC Z 12 0 Y-292, ELEVATION=782.57', BRASS CAP IN 9" SQUARE CONCRETE PAD, 14.5' N.W. OF STREET SIGN AND INFORMATION IS AT THE SOLE RISK OF THE USER. Q za c L cc cn zw U R _ W m° uj z 3 3 SS3r S�P� �- VICINITY MAP., MT5 ENGINEERS CERTIFICATE 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 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 CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CIN ENGINEER. JESSF/ G. KALTENBERG R.C.E. #80031 CL CL Q APPROVED: RYAN STARBUCK - TRAFFIC ENGINEER DATE TR #2327 APPROVED: DANIEL PADILLA -PUBLIC WORKS DEPARTMENT R.C.E. #67008 DATE N u.I ') Q C6 04 N to _ M 0 -5- '_'^ > > m N , w > Cc ut�j o 00 0 � VJ QJ 0 ry o- INTERSECTION OF TUSCANY HILLS LANE AND DUCCIO DRIVE. 04 �-- v w o Q z W O� o CC Z 12 0 Y-292, ELEVATION=782.57', BRASS CAP IN 9" SQUARE CONCRETE PAD, 14.5' N.W. OF STREET SIGN AND INFORMATION IS AT THE SOLE RISK OF THE USER. Q c L cc cn zw U R _ W m° uj z 3 3 SS3r S�P� �- LL "' O CL CL Q APPROVED: RYAN STARBUCK - TRAFFIC ENGINEER DATE TR #2327 APPROVED: DANIEL PADILLA -PUBLIC WORKS DEPARTMENT R.C.E. #67008 DATE LEGAL DESCRIPTION THE PROPERTY IS DESCRIBED IN THE OFFICIAL PLAT AS A PORTION OF SECTION- 9, TOWNSHIP 29 SOUTH, RANGE 29 EAST, M.D.M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. BENCHMARK, N u.I ') Q C6 04 N to _ M 0 -5- '_'^ > > m N , U_ Cc ut�j o 00 0 W, VJ QJ INTERSECTION OF TUSCANY HILLS LANE AND DUCCIO DRIVE. 04 �-- E w o z W O� o CC Z 12 0 Y-292, ELEVATION=782.57', BRASS CAP IN 9" SQUARE CONCRETE PAD, 14.5' N.W. OF STREET SIGN AND INFORMATION IS AT THE SOLE RISK OF THE USER. Q c L cc R _ W m° uj z 3 3 �- LL "' O co VM5 N N WO O Z Lo = N z. cr \W J Q�C Vs °- LEGAL DESCRIPTION THE PROPERTY IS DESCRIBED IN THE OFFICIAL PLAT AS A PORTION OF SECTION- 9, TOWNSHIP 29 SOUTH, RANGE 29 EAST, M.D.M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. BENCHMARK, o:: 1- o Q C6 04 N to _ M 0 '_'^ THE DELIVERY OF THIS DRAWING SHOULD-NQT BE , U_ 6" CONCRETE MONUMENT WITH BRASS CAP MARKED "LS 5332" IN MONUMENT ENCASEMENT IN CENTERLINE 00 0 W, GUARANTEE TO ANYONE TflAT ALL DIMENSIONS AND INTERSECTION OF TUSCANY HILLS LANE AND DUCCIO DRIVE. 04 DETAILS ARE EXACT OR TO INDICATE THAT THE USE OF a- w o ELEVATION = 799.03' (TRACT 6000, PHASE 1, MONUMENT MAP). BENCHMARK WAS DERIVED FROM U.S.G.S. DPSI OF ANY FUTURE USE; A0 USE SOF THIS Y-292, ELEVATION=782.57', BRASS CAP IN 9" SQUARE CONCRETE PAD, 14.5' N.W. OF STREET SIGN AND INFORMATION IS AT THE SOLE RISK OF THE USER. Q 51.50' FROM CENTERLINE OF 4WY178 & LENE PLACE. J �- BASIS OF BEARINGS. co !!RR V Z W z. cr °- 0 THE BEARING OF NORTH 89'48'25" WEST, AS SHOWN FOR THE CENTERLINE OF PALADINO DRIVE PER TRACT NO. W(n - LL 6137 PHASE 3 RECORDED DECEMBER 18, 2007 IN BOOK 58 OF MAPS, AT PAGE 158 IN THE OFFICE OF THE UJ KERN COUNTY RECORDER, WAS USED AS THE -BASIS OF BEARINGS FOR THIS MAP. u � V SITE INFORMATION co a APN: 386-541-01 THROUGH 386-541-08 C.0 Z J W & 386-542-01 THROUGH 386-542-28 -° Z u. PHASE 3 - 36 LOTS - 16.65 GROSS ACRES, SUMP- 0.52 GROSS ACRES �' C.� V SHEET INDEX 1-" � U) W ,� 2 N�ef 1. TITLE SHEET rr 2. PALADINO DRIVE (STA 5+00 - STA 37+00) 3. GRAND CANYON DRIVE (STA 10+00 - STA 27+00) z r titi�nn�nw�• � � \ DIAL i LL FREE e OR ATLEAST TWO DAYS BEFORE• DIG UNDERGROUND SERMICEALERT OF �. U) F- W '_'^ THE DELIVERY OF THIS DRAWING SHOULD-NQT BE , U_ CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR 00 0 W, GUARANTEE TO ANYONE TflAT ALL DIMENSIONS AND O 04 DETAILS ARE EXACT OR TO INDICATE THAT THE USE OF a- w o THIS DRAWING IMPLIES THE REVIEW AND.APPROVAL OF DPSI OF ANY FUTURE USE; A0 USE SOF THIS INFORMATION IS AT THE SOLE RISK OF THE USER. 1.1-6137 Ph 3 U) F- W '_'^ C'7 o U_ U 00 0 W, 0 O 04 a- w o CL W _ 17*0O "BIKE LANE SYMBOL VVKH PERSON" PER CALTRANS STD PLAN A24C &c "BIKE LANE ARROW" PER A24A. 8x GUTTER PER APPROVED STREET PLANS Z_dl (E) CURB, GUTTER MASTERSON ST (E) EDGE OF EDGE OF PAVEMENT PAVEMENT co 00 FUTURE C) (E) CURB, GUTTER co 0 STA=9+9 1.10 EC R/W APPROVED STREET PLANS F!""' Ld 00 7777 777 777777 U) 77777777777777 777 Li m 77777, 77,777777777777 Ld PALADINO uj Lu PAVEMENT MASTERSON ST Rl cn (E) MARKINGS ry TO REMAIN EDGE OF EMENT NO BEGIN DETAIL 391 ` .49 /BEGIN DE|PlIL 22 U.1 00 1038 m|— �+ ` �— | || | ' "BIKE LANE �MB0L �T P�S N^ PER �| � � V) | ' � �1 CALTRANS STD PLAN A24C 8c "BIKE TO REMAIN( PER BOOK _.'^^' / LANE ARROW" PER A24A [�| , ` ` , ma � `��A«/� � | `] | (Typ ) ' m� 40 O 40 80 co 3 4057 138 O.R. `� ` \^ � ' I co cq � cr _ o- �Co0 SCALE: 1 40, t_= � � uj �� 00 NOTE � 0a 1. CURB AND GUTTER TO BE INSTALLED PER APPROVED STREET PLANS. ��@ �� m 2 REFER TO APPROVED STREET PLANS FOR ALL DETAILS AND ELEVATIONS NOT SHOWN | =��=�=� �� Cc: 00 \0 U QN �� IR26(CA) __J_77, -77 7 77777+7777=777777 Lf), , 7777777T777777777777=7 �~ m -- -- -----' -- -- -- -- ------- -- —FUTUREIMPROVEMENTS \ `— BOOK 4957 139 O.R. 4957 139 O.R. GRAND CANrN Lu \ 00-1 INSTALL TYPE U| BARRICADE PER CALTRANS STD PLAN A73C WITH ' SIGN AND (2) OM4-3 MARKERS 37+OU c� ;�| o z m� m 404 SCALE: 1"==2O` W Q0 Ld w 04 co ol THE DELIVERY OF THIS DRAWING SHOULD NOT BE cl) cr) CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR 10 Lo cc U. Lo 0 w THIS DRAWING IMPLIES THE REV15W AND APPROVAL OF o I GRADE on INFORMATION IS AT THE SOLE RISK OF THE USER. FLOWLINE TO DRAIN 17*0O "BIKE LANE SYMBOL VVKH PERSON" PER CALTRANS STD PLAN A24C &c "BIKE LANE ARROW" PER A24A. 8x GUTTER PER APPROVED STREET PLANS Z_dl (E) CURB, GUTTER MASTERSON ST (E) EDGE OF EDGE OF PAVEMENT PAVEMENT co 00 FUTURE C) (E) CURB, GUTTER co 0 STA=9+9 1.10 EC R/W APPROVED STREET PLANS F!""' Ld 00 7777 777 777777 U) 77777777777777 777 Li m 77777, 77,777777777777 Ld PALADINO uj Lu PAVEMENT MASTERSON ST Rl cn (E) MARKINGS ry TO REMAIN EDGE OF EMENT NO BEGIN DETAIL 391 ` .49 /BEGIN DE|PlIL 22 U.1 00 1038 m|— �+ ` �— | || | ' "BIKE LANE �MB0L �T P�S N^ PER �| � � V) | ' � �1 CALTRANS STD PLAN A24C 8c "BIKE TO REMAIN( PER BOOK _.'^^' / LANE ARROW" PER A24A [�| , ` ` , ma � `��A«/� � | `] | (Typ ) ' m� 40 O 40 80 co 3 4057 138 O.R. `� ` \^ � ' I co cq � cr _ o- �Co0 SCALE: 1 40, t_= � � uj �� 00 NOTE � 0a 1. CURB AND GUTTER TO BE INSTALLED PER APPROVED STREET PLANS. ��@ �� m 2 REFER TO APPROVED STREET PLANS FOR ALL DETAILS AND ELEVATIONS NOT SHOWN | =��=�=� �� Cc: 00 \0 U QN �� IR26(CA) __J_77, -77 7 77777+7777=777777 Lf), , 7777777T777777777777=7 �~ m -- -- -----' -- -- -- -- ------- -- —FUTUREIMPROVEMENTS \ `— BOOK 4957 139 O.R. 4957 139 O.R. GRAND CANrN Lu \ 00-1 INSTALL TYPE U| BARRICADE PER CALTRANS STD PLAN A73C WITH ' SIGN AND (2) OM4-3 MARKERS 37+OU c� ;�| o z m� m 404 W Q0 w 04 ol THE DELIVERY OF THIS DRAWING SHOULD NOT BE cl) cr) CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND cc U. DETAILS ARE EXACT OR TO INDICATE THAT THE USE OF 0 w THIS DRAWING IMPLIES THE REV15W AND APPROVAL OF I GRADE on INFORMATION IS AT THE SOLE RISK OF THE USER. FLOWLINE TO DRAIN 17*0O "BIKE LANE SYMBOL VVKH PERSON" PER CALTRANS STD PLAN A24C &c "BIKE LANE ARROW" PER A24A. 8x GUTTER PER APPROVED STREET PLANS Z_dl (E) CURB, GUTTER MASTERSON ST (E) EDGE OF EDGE OF PAVEMENT PAVEMENT co 00 FUTURE C) (E) CURB, GUTTER co 0 STA=9+9 1.10 EC R/W APPROVED STREET PLANS F!""' Ld 00 7777 777 777777 U) 77777777777777 777 Li m 77777, 77,777777777777 Ld PALADINO uj Lu PAVEMENT MASTERSON ST Rl cn (E) MARKINGS ry TO REMAIN EDGE OF EMENT NO BEGIN DETAIL 391 ` .49 /BEGIN DE|PlIL 22 U.1 00 1038 m|— �+ ` �— | || | ' "BIKE LANE �MB0L �T P�S N^ PER �| � � V) | ' � �1 CALTRANS STD PLAN A24C 8c "BIKE TO REMAIN( PER BOOK _.'^^' / LANE ARROW" PER A24A [�| , ` ` , ma � `��A«/� � | `] | (Typ ) ' m� 40 O 40 80 co 3 4057 138 O.R. `� ` \^ � ' I co cq � cr _ o- �Co0 SCALE: 1 40, t_= � � uj �� 00 NOTE � 0a 1. CURB AND GUTTER TO BE INSTALLED PER APPROVED STREET PLANS. ��@ �� m 2 REFER TO APPROVED STREET PLANS FOR ALL DETAILS AND ELEVATIONS NOT SHOWN | =��=�=� �� Cc: 00 \0 U QN �� IR26(CA) __J_77, -77 7 77777+7777=777777 Lf), , 7777777T777777777777=7 �~ m -- -- -----' -- -- -- -- ------- -- —FUTUREIMPROVEMENTS \ `— BOOK 4957 139 O.R. 4957 139 O.R. GRAND CANrN Lu \ 00-1 INSTALL TYPE U| BARRICADE PER CALTRANS STD PLAN A73C WITH ' SIGN AND (2) OM4-3 MARKERS 37+OU c� ;�| o z m� m 404 ^ 1.1-6137 P= 3 W Q0 w 04 THE DELIVERY OF THIS DRAWING SHOULD NOT BE cl) cr) CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND cc U. DETAILS ARE EXACT OR TO INDICATE THAT THE USE OF 0 w THIS DRAWING IMPLIES THE REV15W AND APPROVAL OF I on INFORMATION IS AT THE SOLE RISK OF THE USER. Oct, rr ui am Lo ui ^ 1.1-6137 P= 3 W Q0 w 04 THE DELIVERY OF THIS DRAWING SHOULD NOT BE cl) cr) CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND LL DETAILS ARE EXACT OR TO INDICATE THAT THE USE OF 0 w THIS DRAWING IMPLIES THE REV15W AND APPROVAL OF DPSI OF ANY FUTURE USE. ANY -USE OF THIS a INFORMATION IS AT THE SOLE RISK OF THE USER. ^ 1.1-6137 P= 3 /77 15+00 tn GRANDCANYON DR. R26(CA) 0 16+00 17+00 DETAIL 39 18+00 19+00 20+00 N 21+00 R/w R26(CA) (E) CURB & GUTTER P lot - Z) c) N v CD STREET PLAT 0 w 0 IC6) co < E O . .... . 2200 15+00 tn GRANDCANYON DR. R26(CA) 0 16+00 17+00 DETAIL 39 18+00 19+00 20+00 N 21+00 R/w R26(CA) (E) CURB & GUTTER P z Z) c) N v APPROVED STREET PLAT 24+00 -t— - EXISTING CURB m vv AND GUTTER INSTALL TYPE III BARRICADE PER CALTRANS STD PLAN A73C WITH W-31(CA) SIGN AND (2) OM4-3 MARKERS Eli SCALE: E LJj 0 ry n 0- cp Wsa O 7 z Z) c) N v C> cc Lu 0 w 0 IC6) co < E Z 0 0 6 LU ',104 o /7PAVEMENT (o EXISTING CURB a- rr N ov Lu0 Lij F- AND GUTTER 0) z EDGE OF ctf LL — o;; +< n) (E) CURB & GUTTER PER -C) o (o taf uj > r Lo 0 C, En S APPROVED STREET PLANS + Nc— :=2 c; W 0 DETAILS ARE EXACT OR TO INDICATE THAT THE USE OF c\j to Ld 0 cy) THIS DRAWING IMPLIES THE REVIEW AND APPROVAL OF � C) --) + Nn 0 0 ui- INFORMATION IS AT THE SOLE RISK OF THE USER. m 0 0 Z rn %-OF LL w z C) + Lu co U) 2 cr w kNe c C) 0 -t— - EXISTING CURB m vv AND GUTTER INSTALL TYPE III BARRICADE PER CALTRANS STD PLAN A73C WITH W-31(CA) SIGN AND (2) OM4-3 MARKERS Eli SCALE: E LJj 0 ry n 0- <a_ CL I --- V -ft PW 11 cp Wsa O oco z > C> cc Lu 0 w A < E Z 0 0 6 LU ',104 o — 0 <:�F, o ir ZP 21 a- rr 0 0 ow Lu0 Lij F- Z z THE DELIVERY OF THIS DRAWING SHOULD NOT BE LL — o;; +< 0.1 CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR uj > r Lo 0 C, En S <a_ CL I --- V -ft PW 11 U) z C> 0 w < < w o ce) o z Z 0 0 ow LLJ Z rr 0 THE DELIVERY OF THIS DRAWING SHOULD NOT BE 0 +< r CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR U. j < z cm 1 (1) od 0 DETAILS ARE EXACT OR TO INDICATE THAT THE USE OF 0 0 cy) THIS DRAWING IMPLIES THE REVIEW AND APPROVAL OF � C) --) 0, DPSI OF ANY FUTURE USE. ANY USE OF THIS 0 ui- INFORMATION IS AT THE SOLE RISK OF THE USER. m 0 0 Z rn %-OF LL w z C) + < rr U) 2 cr w kNe c C) 0 w F- U) C> w Q0 w r w wV) c THE DELIVERY OF THIS DRAWING SHOULD NOT BE r U) cr) CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR 00 GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND LL - DETAILS ARE EXACT OR TO INDICATE THAT THE USE OF 0 w 00 THIS DRAWING IMPLIES THE REVIEW AND APPROVAL OF --) 0, DPSI OF ANY FUTURE USE. ANY USE OF THIS 0 INFORMATION IS AT THE SOLE RISK OF THE USER. 1.1-6137 Ph 3