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HomeMy WebLinkAbout2041 GENERAL NOTES 1. ALL WORK SHALL BE DONE /N ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. r SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE R/GHT-OF-WAY LIMITS OR /N ADJACENT AREAS WHERE IMPROVEMENT lS _- __ _ _ _�_._ ________ _ ______ _.___ _ _.____ ___.__ __.______ ______ _______-- ---- _-___- _______ ____.__ _________.__.._.__.___ ____. -__TO BE NE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED /N PLACE AT NO COST TO THE CITY OF RANCHO CUCAMONGA. AM/L/AR/ZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONS/BLE J. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL F FOR Y DAMAGE TO EXISTING FAC/LIT/ES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES _ ARE SHOWN ON THESE PLANS. --- ----- -- --�---- ----------- 4. _------_4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ENCROACHMENT _ ----r-� OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY. -r 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGEOF PAVEMENT POINTS WITHIN 0.01 FEET OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENG/NEER AS NEEDED AT WARPED OR VERT/CAL CURVE AREAS. PAVEMENT STRUCTURAL SECTION 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTLITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. .... . .. . .. 7. IF ANY UNFORESEEN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION THEY SHALL BE IMMEDIATELY BROUGHT - -� --- -- -- --- ------ ---- ----- ----- ------ ----- ---- ---- ----- ---- - �-_. _____ SLURRY CEMENT BACKFILL : : i- TO THE ATTENTION OF THE SO/LS ENGINEER AND ENGINEERING DEPARTMENT BEFORE PROCEEDING FURTHER. (WITH RED DYE) PER CALTRANS - �- - STD. SPEC. 19-3 062 ....... .......... .. .... _ _ -_.__._.__ ---_ -_-_ 8. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACT/NG ORIGINAL GROUND AND ALL SUB GRADES SHALL ______ ____.________ ___________- BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENG/NEER FOR APPROVAL PRIOR TO THE PALCEMENT OF BASE MATER/ALS AND/OR SURFAC/NG, 1-4 SCH. 40 CONDUIT 1055 -- -- --- - -- -- -_.-_____ __._.__ ______. _._.___ _. ____.�_._ _.___.___ _____-_._ ._______.___._________. -__-___.____ _-_.____ -_____.______.-_.___. ___,_____ _._.__- - _ ___ -_.�__ OR EQUIVALENT 9. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR -------. ---- ---- __ _____ _ __.___. ___ __ ________. _.____.__ _.__- _ ______.__ _,____ _ ___ -_ ____-__ _- _.______-_-__ __ _ _- co V 4-2 SCH. 40 CONDUIT .__ -�_ __- ___-- _ _ _ _ --_-__ r ��- - - - ---- -- - E / AT/ONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. __.___._ ________ . -______._ ______ ______ _______ .. OR EQUIVALENT P ___-__ _____ ___ _ _-__ _ _ _ _____ __ _.__ ___ ___ _-__-_- -_ __-__ ___ __. _ -- _.___ __ __ 10. PR/OR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENG/NEER. LISTING ALL TESTS LnIrl�_ ---__ OR DETERMINATIONS COMPLETED TO VERIFY. R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. PERVIOUS BACKFILL -W40G - - PER CALTRANS STD. _.___..____ _.____ ___. ._.______ __ ___. ______ _____ __ _.___.___._ __ _.___-- ______ -_.__ ____ ___ .___ _______ -__ ____ _________ __ mC ____-_ -_-____-- -- -- CURB---- PER _ 11. PAVING SHALL BE PERFORMED /N ACCORDANCE WITH R-VALUE AN PAV NT SPEC. 19-3 065 » -- -- - ---- ---____ _____ _- ____ _ _ ________ _____._ ________.___ ___________ __________- __________ ___________ _____________. ___.___ _____ _ __ ____._ -___-_ O`�Q __- D EM TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. 5 8 5 `• EXE T 12. WHEN /MPOROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE 18„ .__.____ �_ -___.___ rn __ PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VO/DS OR DEPRESSIONS SHALL BE FILLED WITH A FINE MATERIAL OFA QUALITY BETTER THAN THE NATIVE MATERIAL. __________ o _-_-_-__- _-_--_-_- TYPICAL FIBER OPTIC DUCT BANK ------------ -------__ ________ . _ �VLI __ __ ___ _ __ __-______, � o 13. IF THE ASPHALT CONCRETE /S TO BE PLACED ON SUB-GRADE, A SO/LS STER/LANT BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. .________ __._.. _._ _. . ______.__.. ___._____-__________ _._.______.__. ________ _�t-__ _________ _________ __ ________ _________ ___ __.________ ___ �__-- _______ ________.__ _________ ------ 14. ____ SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. N.T.S - - - -� -_ _ 08S - - 14. ESTIMATE OF QUANTITIES PROVIDED BY THE ENG/NEER ARE ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE _-- _ _._ _ ___-_ _ (2 HIS OWN DETERMINATION OF CONSTRUCT/ON QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANSLis WHICH /S NOT _- SPECIFICALLY LISTED /N THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED /N THE OTHER ITEMS OF WORK. -- - - --- Z_ - --- ---- 7TH STREET - 15. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUNBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. _ - -->+ `�' `� 16. CITY APPROVAL OF THESE PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION Z _-___________ __��_ _�- __.___- --_ __-_____ ____. _ _________ _____.___ ___ ___ __ _ ._._ ______.__ .__ _-__ DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER W z W 1 055 -EX Q_•�17 FOR APPROVAL. Q Q Q RIGHT _� -.__� -__ ___.__ _ -._.___-_� ,._-____..__. � _.-.___�- __- -. ___-__ ___-__-__-�_--_------- -_-_-_ ____-- ------ R i G HT 17. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT /N A NEAT, CLEAN HAZARD FREE ORDERLY STATE THROUGHOUT CONSTRUCTION. 6TH STREET SITESHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. _--.____. __ ____.___ __ _ _._____. _ -- _.--------. _--_ -_-__-_ -------__.__- --_---__-.___ __ -__-_ _- ---___ ---________ _-_�____ __a_-_______ ____.______ ___ ---_._-__ _ - ----_-__-- -----------_ 18. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. _ ---__-__-. A. VER/ZON: 1-800-483-3000 o U W D. ADELPH/A 1-800-626-6299 Z ;�,, Y B. SOUTHERN CALIFORNIA GAS COMPANY W z� J _ --_--_ -__-- PORTION OF RED HILL -Q 216 N. EUCLID AVENUE 1-800-427-2200 (RES) = 3 BENTLY ® � 15+00 16+00 17+00 18+00 19+00 ONTARIO, CA. 91762 1-800-427-2000 (COMM.) TRADEMARK C. CUCAMONGA WATER DISTRICT (909) 987-2594 E. CHARTER COMMUNICATION PR WAY Sr N.T.S. 1440 ASHFORD STREET 668 PARK VIEW CT (909) 987-6275 4TH STREET PROFILE SCALE CONSTRUC77ONNOTES FOR STREET TREES= RANCHO CUCAMONGA, CA. 91730 RIVERS/SE, CALIFORNIA ' VICINITY MAP VERT: 1 in = 3 ft 1. ALL STREET TREES ARE TO BE PLANTED /N ACCORDANCE WITH CITY STANDARD PLANS. HORZ: 1 in = 30 ft 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXIC/TIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. EXISTING SURVEY MOUNUMENTJ'ON J. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT 4. STREET TREES ARE TO PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. ALL SAID MONUMENTS WHICH CURRENTLY EXIST /N THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: OWNER BOTANICAL COMMON MIN. GROW Qn, NONE LEDE MEYER DEVELOPMENT, INC. STREET NAME NAME NAME SPACE SPACING SIZE P �Q SAND 5v 9229 UTICA AVENUE STE. 100 DATED: J J o�`'���y C. Po9R_. 0 RANCHO CUCAMONGA, CA. 91730 HAVEN AVENUE MAGNOLIA GRAND/FLORA NCN 8' 60' D.C. 15G 6 HENRY C. POQUIZ L . 6048 r�' �a �' 909 476-0590, FAX 909 476-0592 MAJESTIC BEAUTY No. 6048 't Exp. 6 30 05 'F qlF OF CA000' CONSTRUCTION NOTES. EST/MA TED QUANTITIES- �l CONSTRUCT 8" THICK DECORATIVE CONCRETE PAVING OVER MIN. 6" AGGREGATE BASE (SEE GENERAL NOTES 9 AND 10) 993 S.F. HAVEN AVENUE SCALE. 1"=30' (SEE DETAIL ON SHEET 2 OF 3) N 00' 14' 46" W _ _ _ _ HAVEN STREET CENTERLINE ZO CONSTRUCT 8" PCC CURB PER CITY STANDARD NO. 104 156 L.F. - - - - 17 �3 CONSTRUCT RIGHT TURN LANE PER CITY STD. NO. 119 2,4 60 S.F. ® CONSTRUCT 4" THICK, 6' WIDE CURVILINEAR SIDEWALK PER CITY STD. NO. 114, (8" THICK ACCROSS DRIVE APPROACH) 2,022 S.F. + o CONSTRUCT 35' WIDE DRIVEWAY APPROACH PER CITY STANDARD NO. 101 1 EACH _ = EXIST. MEDIAN © SAW-CUT AND DISPOSE EXISTING A.C. PAVING 331 L.F. - - - 1,� - - 16- 00 CENTERLINE IMPROVEMENTS 1400 - - 18#00 - - 19+0,0_ - O7 ADJUST TO GRADE EXISTING TELEPHONE MANHOLE (PAID AND COORDINATED BY THE DEVELOPER) 1 EACH "e e e e o o a ® STREET TREES TO BE INSTALLED PER NOTES AND LEGEND HEREON. (SEE RIGHT) �� W SMH c, 9O CONSTRUCT STREET LIGHTS PER NOTES AND LEGEND HEREON. (BY SCE, PAID & COORDINATED 2 EACH :^ �_°p J `° 17 °0 BY THE DEVELOPER). O N � N �� ^ N � �� 100, �' o r\ + � U) 06 + o + � z� QO CONSTRUCT FIBER OPTIC DUCT BANK PER DETAIL HEREON 331 L.F. Z co z + `O + r:�o ^ + ^ N 1 00 0+ N W V O LO `.� h h °�h SAw-CUT LINE© c0 ct ., �i E.P. l?a0 `0 1 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. 107-8, W=6', CONNECT 1 EACH Z \ h� `' �^ - - -`� - - - - - - - - - - - - - - �- - - ' - - - - - - - - - - - - " - -- - io' w - - - - - - TO THE BACK OF CATCH BASIN Q S - h - - - pusr. CURB AND currER ® p W \ h 4' EXIST CURB AND GUT7ER - . . . . . - - - - - - - - REMOVE AND DISPOSE EXISTING BARRICADE AND STORM DRAIN RISER L.S. ^ z - _ - _ - _ _ 'Clu VE tE U. -__ 6 _. ___ _____ ______ _ _ _____ - ___-- _ ------ _ _ 1 m 4cm ;n -- : u -_ - _- ---- - - - - 5454 CU RBWEST CURB StI 52 52 -- --- __________ __-- ' _ _ __._ _._ __--_. CURB WEST CURB _---____.__#_._.------..___T.._____-_--_-_ _._._____,__--,-. ---___-.- ------_-- .-1- CU B PROFILE _- __-- ------ ------ --- �_ ------ F -- -- _ �- – --- - - - -- - --- - i - -_ - - -- - --- --- -- --- --- _ _ -- - -- - ---- _ - -_ --- -- - — l .1 _ ._-- _ _ RR0 1LE`- ----� =w_ ' _ _ __,� -- ------- T _ -- -_ - _ ------- -------- - - + f -o Q= .-. _.__—___a.__._ __.__ ____._.__ _ �_�__ —_--__-----._--_—_.._ ____ -0-RA-1 __- RADS 0 D RAIN - _ i 50 54 ��_. ___�Z. N ��.�_ }-___-__ _-__-__ _r_ __ -_ ._ _.--- ._ 54 R ___.___-__ ____�. _ _____. _._.____. ___._________ ._ _____._-_.,__._ _.__. ______._.___ _ ____._ , _ �_ WEST CURB __- , -____-. ' - .u,._ ---- - ----- -- -- - _ _- --! C.L. _ C.L. 0}Qf�� — _-_-- -_- ------ ------- I �__--- -------- - - ___ . _--- - -- _ - -- __ r I------- 52 52 j PAv� , --".-- �(_---- - - I-- - - --_� C»L» Z W ___.___ - - — _ --- ---�--- —- ---- --- -- - -- --- - -- C.L. } _ __ -------- i- ' _I_._._-___ _2 _� 2�- -- ®14.3 ' � �-__-_� _ ------ 24'— �- _ 4' �C r 8 THICK DECORATIVE PAVING — + a -40-.54 _ _ _ __ __ __4U_.54— (STAMPED f�}ifl$= 7 FS 015=� VC FS-- ---- _ _ __ m 3596 �` 4�T.54 -- _ -._- --- -- --- --- - --------� ----- - STAMPED BROWN CONCRETE _____ ���,�_ _ __�_ __ __ ______ __ __ -___r� ____� _- __ __ __.__--__ :_ ____ _____- --------_ ______ s _ PER—fl r365 t7 . __1A Irff ----_' ______ __________ -' -- -----� -- VENUE PA V/NG DETAIL ----- , +�= - - - _ _--_ '-- _7 _-- � -- 1_____ 00 (NOT TO SCALE) _ _,-...._...._.._ rw �,5-- _ -- -_ } - -- T.-- ,,� ,,� o _ - - _ _ n_. -1 54 _._----_____ __.________..__.._z_� __ __________ ___ ____.____.__ _____ ---_--._ ___. _____�_-_ _ ____ ___._-. ___ -_i___-_i __- __ _.-__._ __ ._ __._.__ _.____ _ _____ .____- __-__. _____ __i_-_-__ _ --_ -. __ l_ 54 - { �- rt - '� --_-�001 _ --- I - s ------� ------ CURB EAST CURB _ _-- �_ �_ , __ _p:p07 ____ _ _ -__ ___ fi______________-- _- -___ _ ______--_ 3 . �— T_—____ o�GARB -_ - _ -- -- —L----- 52 E7C:-fifl}'j_ I - .�_�__�._ _-E�__#�Rflfit�_ _._ _._------ --__--_ -------- ------ ! _,_ _ 52 + ; __ _ _--.___-- CURB EAST CURB TOP--OF EAST URB-- ROFI -- t -- 0+60--___ (+00_._____ i - PROFILE SCALE A. VERT: 1 in = 3 ft ----_-_--__ - _ 13+00 14+00 15+00 16+00 HORZ: 1 in = 30 ft PROFILE SCALE A=80'00'00" PARCEL 4 VERT: 1 in = 3 ft � �� � Q PARCEL 4 c=36" HORZ: 1 in = 30 ft 2 N N PM 16323 M1 1 ,q D=33" PM 16323 � 3 �m � � 11 � !i W) h $ 9 SCALE.- 1"=,30' ' ,+,� Q, " 'C5 4. .... LJ� NDO'15'13'W a N00.15 13 W 1�.. N N �c �G 50 1F� �cA� — Fk sr Gtr G- �v I s� 3 ss c 5�Zg 5 � - - -- -w--------------- N --. ---W-------------��y-41 � ?s��Tc N Q 00 29 Q ``�i 10k�2Z2 CENTERLINE ��I ss 1 1 57.21' �5�� PING 1� — CENTERLINE — `-a ti 1 — " — — f4+005 NIOC/�ZTC SCALE.• I"=,30' 5 FL 2 N00'15'00"W 1 op 14+00 Q N00.15'00 W 13 1.09. I 6 9: 05 3• N N Z 14 LINE ;a" v �o N � 12 12 1 3 V _ _ - - -- --- 33 so ---- -- -- lol 2 — Exr & c 1 G - - - - - - - T EX. 'LP 2 o - - - - - - _ - - - o � 0 —CY DEWALK N 19 "F `a- CONSTRUCTION NOTES: �� r 591 �, +rol WINSTON A VENUE 1a �9� �� O SEE DEAL " THICK SHEETDECORATIVE CONCRETE PAVING OVER MIN. 6 AGGREGATE BASE (SEE GENERAL NOTES 9 & 10) WINSTON A VENUE (STORM DRAIN I� �� 2� CONSTRUCT 8" PCC CURB PER CITY STANDARD N0. 104 N N I EXIST. IMPROVEMENTS r'� I 3Q CONSTRUCT 6" THICK PCC PAVING AND SWALE OVER 6" A.B. EXIST. IMPROVEMENTS 1 PRIVATELY MAINTAINED PER CITY DWG. N0. 1365-D ® CONSTRUCT 4" THICK 6' WIDE CURVILINEAR SIDEWALK PER CITY STANDARD N0. 114 PER CITY DWG. NO. 1365 PRIVATE ACCESS EASEMENT PER /NST. 2002-0469938 PRIVATELY MAINTAINED O CONSTRUCT 35' WIDE DRIVEWAY APPROACH PER CITY STANDARD NO. 101 CURVE DATA PR/VATS ACCESS EASEMENT 0. DELTA RADIUS LENGTH TANGENT PER /NST 2002-0469938 © SAW-CUT AND DISPOSE EXISTING A.C. PAVING 1 31.26'14" 71.00' 38.96' 19.98 CITY OF RANCHO CUCAMONGA (2 ADJUST TO GRADE EXISTING TELEPHONE MANHOLE 2 242'5224" 38.00' 161.08' - RpESS� STREET AND STORM DRAIN ® (DELETED) 3 31'43'42" 71.00' 39.32' 20.18 �o� .� �'�( M 90 CONSTRUCT PRIVATE STREET LIGHT PER NOTES AND LEGEND ON SHEET 1. 4 6-r,5,9',51 38.00 L 42.44' 23.74' "� /� - IMPROVEMENT PLAN 5 022210 71.00 2.94 1.47 W No. 37037 WINSTON AVENUE � ® CONSTRUCT FIBER OPTIC DUCT BANK PER DETAIL ON SHEET 1. o: o �� * P. 8-30-08 Q1 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. 107-8W=4' H=6 CONNECT TO THE BACK OF CATCH BASIN s, c I V, ,P STA. 13+50 TO STA. 14+07.21 o ® REMOVE AND DISPOSE EXISTING BARRICADE AND STORM DRAIN RISER ���`�-� PARCEL MAP 16323, DRC 2003-01001 U- © CONSTRUCT CATCH BASIN PER CITY STD. 300 3 APPROVED BY DATE: o ® CONSTRUCT 18" R.C.P. 1500-D CITY ENGINEER ,D RCE No. 24953 © CONSTRUCT STORM DRAIN MANHOLE NO. 1 PER CITY STD. NO. 318 DESIGN HP ENGI EERING, INC. Rr�..�-.f•,�- 4( 1#1 Zi ® CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE B. 1465 CRESTVIEW ROAD V) © CONSTRUCT SIGNING AND STRIPING PER "STRIPING AND SIGNING PLAN) DRAWN REDLANDS, CA. 92374 SHEET 11 BENCH MARK: CONSTRUCT HEADWALL WING-TYPE PER SAN BERNARDINO COUNTY ROAD DEPT. STD. NO. 209 (909)799-6797 Fox (909)799-1508 w CONSTRUCT 24" R.C.P. 1500-D DRAWING2NO.OF 3 U BM No. 10011, HEAD BOLT AT THE NORTHEAST CORNER OF HAVEN AVE. AND 6TH STREET, ONE FOOT CHECKED m NORTH OF THE CURB RETURN, ELEVATION = 1074- 178 INSTALL SIGN "END OF PUBLIC STREET" PER CITY STD. 401-3 N0. DESCRIPTION OF REVISION DATE CITY HENRY C. POQUIZ, R.C.E. 37037 A6q w CONSTRUCT TYPE A2-8 CURB AND GUTTER PER CITY STD. NO. 104 APPROVED DATE: T