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HomeMy WebLinkAbout5115-5 LEGENDS AND NOTES: a .■ 10, ,. 00.40.40! 4„.„, „...,..„. , icy` 04 0.41.1:41" 4,i''' '41-.;t4 .„, 7.5,,,,,., / ,.....„..., k . , 8 O 6 CONCRETE MOWCURB-REFER TO CONCRETE MOWCURB DETAIL ON SHEET 16. ■■ LOT 44 ' 0010741% $144741 In O ALIGN 90 DEGREES WITH STREET CENTER LINE s '' %` `' 5 2 om",, ,.. . ,„. ■■ :.f MI VI k €_ ,Or 4 441 - . '�� � O MOW CURB TO TERMINATE AT WALL RETURN LOCATION 3 Fes' ni a � alt J� 11 a I u a�� Ci 4 WALL PER WALL AND FENCE PLANS UNDER SEPARATE COVER. ALL PUBLIC FACING ` ° ' NI •ilil 41)% �"' -�,... r ;0 , O MASONRY WALLS AND PILASTERS TO BE TREATED WITH VITROCEM ANIT-GRAFFITI COATING 5 _ `;: rj 5 SIDEWALK PER CIVIL ENGINEERS PLANS 1 0 r..; R' ,, -< ;> P :c %�LJ� -, " i 6 ENTRY MONUMENT PER DETAIL 1, SHEET 4 i qW ,' llm 10, `f dor 7�o1 re:polo . ..,i p GROUNDCOVER LEGEND SYMBOL MATERIAL TYPE SIZE QTY REMARKS 0 0 0Yr iI Oila2'-.4" / " . ..44 � � Sierra Cobble Refer to Typ. Rock i ` . a�' L I; r B 3"MIN A . . •• •• .,e...-, ,i, [tot, ....,„,„,,,, Available from 4"-8" Treatment Detail on a 4 •• ••t•.f•,•,•,: Cobble grouted in8,732 4 4iiijili:oi - s f :..,,...„,, q .�• • ::*���: •�4 place Southwest Boulder SF sheet 24 CV ° N41f 0 �' a - 4Ik °4 ° a •! � OD �_� ♦ NOTES: 4 7 a � ° -'I -_, ® ■ ��� 1. QUANTITIES PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. ACTUAL SQUARE 0 ° 4 ,:; y 07 , 4° 112" FOOTAGES SHOWN ON THE PLANS TAKE PRECEDENT OVER LISTED QUANTITIES. 1 �Neil . �. I- ® ® 2.ALL DIMENSIONS ARE TAKEN FROM CENTERLINE STATION POINTS ,7'.',:,:\ ^ ,. a ;/, ° IP'�, 3.THE DESIGN INTENT FOR THE ROCK COBBLE PAVEMENT IS TO BE FLUID,CONTINUOUS AND V .. • -• r , A' 4 �� '•.,.•: x' 5' r !� �n 3 NATURALISTIC;ABRUPT CHANGES OF DIRECTIONS OR ANGLE POINTS WILL BE UNACCEPTABLE ° a a 4 �! /t a ��, i 1/2" $� ° \ �� MAX AND MAY BE CAUSE FOR REMOVAL AND REPLACEMENT. • 1. 4 a a vP a ,� 1., Elool . 1■"� 2 1111111 ,,.5 a \ Of a al lir 4 m.,„.e, , , ° f Itrfl II I l-11 m®il ,�11 I--1 i i A II ®q \`- {!1I1 Q -_j ' a Q ° SIGHT -11 PILASTER ELEVATION CONCRETE INSERT SIGHT - - - - - -- / 11 19 _-roa- _ a a. � w . LINE ° (.4. LINE -:1 ��,,►I_; ������I�,_„__. 0 4 PILASTER SECTION f-1, SIGHT 4„ (-R2" /-1 I % LINE 3 \ �'. 6'MIN FEN �� PLACE O ® ALLSPI E LANE o int ® o A B1 � (..., m11 . 0 4' 0CI 0 VARIES ® El MIN.6" I 20 VARIES ® i�r © ® r •r ,'1. i1, ;11°1W-7n_11 rotII11 2 -•.-. 4 1 * , 1741171 1 1111 I I_� m i �11_ 1` 0 in I ` �< <, ,,,,,„,,,,,, rit':,,k. 4:1: i �� -� I i_-�I - III 0 I=11 I �1=111=111_ 1,I 0 0„:44: ,o,e, ,,,d, < . 1 4 . . ..., „..,-4- , „4.1„.., 4 , NI , ! xs MONUMENT SECTION A MONUMENT SECTION B a 44-4:,- .0. .ii,..,„-„,.. .,,,j, LOT 101 4 . 11;;;s1 f i LOT 165. 4 - LEGEND: Ay '' ,, <:.:, 1. 8"X8"X16"CMU PRECISION BLOCK, GROUT FILL ALL an 4 . CELLS W/REBAR. AVAILABLE FROM ORCO BLOCK. n - a . x 2. VERTICAL REBAR* N 3. HORIZONTAL RE BAR* xi ofko ii4.4 lt. ?- 4. CONCRETE FOOTING* ' '. ' * • P o f N 211 5. PRECAST CONCRETE CAP:Q-Q9SWC * •„ ; COLOR: C1 NATURAL. FINISH:T1 SMOOTH . ,ry a. . CV 6. STUCCO FINISH, 9 I ANA COLOR:SILVERADO 820 BY LA HABRA STUCCO N-- - ii% 7. NOT USED LA ; :i"` ' •s `-; . inNf (N ' 8. 4"THICK PRECAST CONCRETE INSERT-QUICKCRETE /7 -, " gleirl COLOR:P9-ARROYO. FINISH:T3-SANTA FE SANDBLAST AVAILABLE FROM QUICKCRETE ,* ' ° Co TO BE COATED WITH VITROCEM ANTI-GRAFFITTI 4 COATING 3 4' 9. 1/2 INCH RECESSED LETTERING, FACE OF RECESS ■■ , " TO BE SMOOTH FINISH PAINTED BLACK. FONT TO BE SITE MAP :4: 4 BROCK SCRIPT(AVAILABLE AT q http://www.1001fonts.com). TEXT TO READ"Camino ir ° 3 Pacific" NI1111111111 ii. a a a 10. 1/2"STEEL ROD DOWELS,4 PLACES. DRILL WALL AND w ' ` EPDXY IN PLACE . • 11. 90%COMPACTED SUBGRADE A mr ALLSPICE PL. el t .� ° 4 12. FINISHED GRADEIli � l ° 13. 16X8X16 PRECISION BLOCK COLUMN-SOLID GROUT ,,,"," . • . -> ~ / FILL �,,,,,,'�� •r14. PRECAST CONCRETE PILASTER CAP Q B /° : a . a ` MODEL:SMOOTHH,QUICKCRETE E PRODUCTS COLOR-Cl (9951)737 6240 FINISH-T1 `�`„""„'pfiga PUMPKIN PL. / ::,-*;* / '' ,> 15. PRECAST STONE VENEER FROM EL DORADO STONE NNEL PL. - 11111111111111 i ° ` MODEL:MO TA MESETA FIELDLEDGE,STANDARD JOINT TO A ,"��� -,'„�, � � '°' BE MORTARED IN PLACE 'I w - - - - - -- /.6 Q �� 4 16. CONTRACTOR TO CUT STONE VENEER AS > • =��,� CLOVE "L. n NECESSARY TO FOLLOW FINISH GRADE 4 • a - - - - - - -- - 17. DRIP SCREED Q „ �� a RED PEPPER PL. ,,,�) w 4 4 18. CRUSHED AGGREGATE WRAPPED IN FABRIC. Z �� Q ° • 19. 4" DIAMETER PERFERATED ADS DRAIN PIPE WITH J , ==t,"r < FILTER SOCK.CONNECT TO STORM DRAINAGE SYSTEM OR DAYLIGHT AS NOTED ON CIVIL w,BASIL LEAF LN. ENGINEERS PLAN N B 20. ASPHALTIC EMULSION(HOT MOP)WITH 1/2" AV-ENS LN. PROTECTION BOARD I I- SIGHT i w' CURRY PL. C *REFER TO STRUCTURAL ENGINEERS PLAN FOR FOOTING E �w w LINE AND REBAR ANILLA B A� - td CONTACT: O t n '"?, ORCO U PAPRIKA LN. % SIGHT I -SYMEON FINCH (909)996-9055 �\ i �� �, " � M} 1QUICKCRETE �. -LINNY SMITH(951 737-6240 �•f� S S,y , Rr ST. EL DORADO STONE V' F 11,1` 4 -THOMPSON BUILDING MATERIALS(909)350-3000 A . E M PAINESTREET LIN ��� FFA a ' eTR ��, • D A VENS LANE � 4.�D , E .- "r IN/ 1 . ENTRY MONUMENT DETAIL NTS NORTH DATE . . Do SUBMITTAL TRACKER Q /4, ,,,-„ T `p,NDS CCI p LEN NAR HOMES 10-11-2013 1ST SUBMITTAL • SHOULD CONSTRUCTION OF THE REQUIRED �4 12-17-2013 2ND SUBMITTAL IMPROVEMENTS NOT COMMENCE WITHIN TWO �`�� .. P#��z"'� 9�'a TR 17885 - LMD LANDSCAPE PLANS 04-07-2014 MYLAR SUBMITTAL - ` / r YEARS OF THE DATE OF APPROVAL SHOWN HEREON DRAWN BY: SCALE: ' , AND CARRIED FORTH IN A DILIGENT MANNER THE w �; mil SK SF 1 "=10' DIAL TW❑ WORKING r 9/30!15 --I ' MONUMENTS PLAN - BEFORE I► DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE EXP.DATE DESIGNED BY: DATE YOU DIG r, YOU DIG PLANS TO BRING THEM INTO CONFORMANCE WITHs� DATE/14 ,P NORTH SK 10-04-13 0 10 20 30 TOLL FREE 811 STANDARDS IN EFFECT -97.6. OF CA1 �Fp�� CHECKED BY: APPROVED BY: DRAWING NO.: 5 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE ENGR. CITY DATE SK DATE: BM CITYjGiNEEEt R.C.E. 51152 25