Loading...
HomeMy WebLinkAbout1996 - Rosita Avenue and San 1. GRADING 20' PRIVATE DRAINAGE 1. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE U.B.C., . .....- EASEMENT THE LATEST REVISION OF THE CITY OF ATASCADERO STANDARDS AND SPECIFICATIONS, S46#09'30"E mow THESE PLANS, THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING SOILS NNW OWNER WOMAN, OWNER A 0 AS. "mom CASE` 00000 MOW* qo" ENGINEER AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE PRELIMINARY SOILS 287.95' REPORT BY MID-COAST GEOTECHNICAL, INC. DATED 11/19/92. X 38" L.O. rr 2. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION BENCHMARK: 1 1/2" 1.P. . ELEVATION ..... ..... WHERE SHOWN IS APPROXIMATE. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND ;7 COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND 100.00 INSTALL TREE PROTECTION FENCING/ 77-AT DRIPLINE PRIOR TO START OF/ UTILITIES AND RELATED FACILITIES AND FOR PROTECTING SAME DURING THE COURSE CONSTRUCTION OF CONSTRUCTION. CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) OF SO. CALIF. (800) 642-2444 TWO WORKING DAYS PRIOR TO THE START OF CONSTRUCTION FOR ASSISTANCE FROM, THE RESPECTIVE UTILITIES. ALL UTILITIES NOT A MEMBER OF U.S.A. MUST ALSO BE NOTIFIED. kp 2 3. ALL AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL BRUSH AND OTHER ia- OBJECTIONABLE DEBRIS, INCLUDING EXISTING ASPHALT PAVEMENT, SCARIFIED TOA %0. DEPTH OF 1 FOOT, AND WATERED AND COMPACTED AS REQUIRED BY THE SUPERVISING ;�. SOILS ENGINEER PRIOR TO PLACING OF FILL MATERIAL r S" � % C14 4. FILL MATERIAL SHALL BE PLACED AS SPECIFIED IN THE SOILS REPORT. IN NO d I CASE SHALL LAYERS EXCEED 8" IN COMPACTED THICKNESS. IT SHALL BE PLACED AT to THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. ALL FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED "� , { rr0 T 3 ---- --- �" - "~ " _ ._�__ - ~ ~ - " ~�. w._ , L BY ASTM D 1557-65T (MODIFIED TO 3 LAYERS). 5. THE CUT AREAS OF BUILDING PADS NTH TRAVERSING CUT/FILL DAYLIGHT LINES 1 0 rK WILL BE OVEREXCAVATED AS REQUIRED BY THE SOILS ENGINEER AND THE BACKFILL1 0) BROUGHT TO GRADE AT THE SAME TIME AS THE FILL. THIS PROCEDURE SHALL APPLY r I UNDERNEATH THE BUILDING AREA AND A MINIMUM DISTANCE OF 5 FEET BEYOND THEIR �' �/ y EXTERIOR PERIMETER. 6. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL STRUCTURES ATA MINIMUM OF 2% FOR A MINIMUM OF 5 FEET. 7. CUT AND FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 HORIZONTAL TO 1 ten) VERTICAL. 1 ° 2 ,� "r 3 A 2JL 0 T 2 8. SLOPE CONSTRUCTION REQUIREMENTS INCLUDING KEYS AND BENCHES SHALL BEz SPECIFIED BY THE SUPERVISING SOILS ENGINEER PRIOR TO CONSTRUCTION OF GRADED z 1 1 :z. I !, SLOPES. NO I I I AREA 9. ALL AREAS DISTURBED DURING CONSTRUCTION OPERATION SHALL BE PLANTED ~ a ` 1 - 0 NTH PERENNIAL VEGETATION. VEGETATION SHALL BE DENSE AND GROWING PRIOR TO Lij % FINAL INSPECTION OR BEFORE THE NEXT RAINY SEASON, WHICHEVER COMES FIRST. Lo re) < > am OVIOWWWWWW" "ka 10. ALL DOWN SPOUTS SHALL HAVE CONCRETE SPLASH PADS. ....... 11. ALL UNPAVED FINISHED GRADE ELEVATIONS SHALL BE MINIMUM OF 6" BELOW r----------r------------ 0000" FINISHED FLOOR. .. ....... 04b 12. ALL UNSUITABLE SOIL, MATERIALS, ASPHALT, CONCRETE, RUBBISH AND DEBRIS RESULTING FROM GRADING OR DEMOLITION OPERATIONS SHALL BE REMOVED FROM THE Waakkkakka......AS,AS, awkAAAdWAl6a­AS,SAO Walk VMS 401,Ow mo� ".10ASSAWASSAWA --makwaft SAA ,,_A. JOB SITE, TRANSPORTED TO A SUITABLE LOCATION, AND DISPOSED OF IN ACCORDANCE WITH APPLICABLE REGULATIONS. 13. INSTALL DRAINAGE STRUCTURES PER MANUFACTURERS SPECIFICATIONS. --------- 14. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS REQUIRED TO PREVENT HIS OPERATIONS FROM PRODUCING DUST IN AMOUNTS DAMAGING V E N U E �� �' PROPERTY, CULTIVATED VEGETATION AND DOMESTIC ANIMALS OR CAUSING A NUISANCE R tJ 1 T A10+00 .. ..... TO PERSONS OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. THE 11 00 12+0o CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING _4 FROM HIS OPERATION. DUST ABATEMENT MEASURES SHALL BE CONTINUED UNTIL RELIEF IS GRANTED BY THE GRADING INSPECTOR. 15. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE SITE AND THAT HE SHALL, AT HIS EXPENSE, REPAIR OR REPLACE TO ORIGINAL CONDITION ALL EXISTING IMPROVEMENTS WITHIN OR ADJACENT TO THE JOB SITE WHICH ARE NOT DESIGNATED FOR REMOVAL AND WHICH ARE DAMAGED OR REMOVED AS A RESULT OF HIS 11 am wavmww��mk.,�mm AMR 4NOMMONE`Wak,AAA .......WAS, WWWAS"AWAS OPERATIONS. wo-vow '�l MOW A��Ammak"Ammew am IAAW'Ska.Ska was 16. OFFSITE GRADING OR OTHER CONSTRUCTION WORK WILL NOT BE PERMITTED AW-AAAAWASSAW............. WITHOUT PRIOR WRITTEN PERMISSION OF THE OFFSITE PROPERTY OWNER. X(J ----------------- , , 17. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING 4,w OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY SURVEY MONUMENTS 1, WON, DESTROYED BY THE CONTRACTOR SHALL BE REPLACED IN ACCORDANCE WITH THE STATE WON, LAND SURVEYOR'S ACT AT THE CONTRACTOR'S EXPENSE. oft am"a 18. NO TREES SHALL BE REMOVED OTHER THAN THOSE DESIGNATED FOR REMOVAL ON N 94 90 THESE PLANS. TREE REMOVAL INCLUDES REMOVAL OF STUMP, AND PROPER DISPOSAL THEREOF. 96 2 19. UNLESS OTHERWISE NOTED, ALL EXISTING SEWER CLEANOUTS, MANHOLES, WATER co0t 98 94 VALVES, AND OTHER UTILITY BOXES ARE TO BE RAISED OR LOWERED TO FINISH i Lij Lo GRADE. 100 LO 20. SAWCUTS SHALL BE MADE A MINIMUM OF 12 INCHES INTO EXISTING PAVING AND 102 1w) AS NECESSARY TO REVEAL A COMPETENT STRUCTURAL SECTION. ........... - / ` `' . . to V_ 21. EARTHWORK QUANTITIES CUT. -4600 CUBIC YARDS Lli FILL: 5500 CUBIC YARDS 0 EARTHWORK QUANTITIES ARE BASED ON THE DIFFERENCE BETWEEN EXISTING GROUND L 0 T 4 � � ........... SURFACE AND PROPOSED FINISH GRADES, AS SHOWN ON THE PLAN. SHRINKAGE, \N CONSOLIDATION, AND CLEARING LOSS FACTORS HAVE NOT BEEN INCLUDED. 961; CONTRACTOR SHALL MAKE HIS OWN SITE VISIT AND QUANTITY TAKE-OFF AND SHALL 700 o `wr--,c ~ ~- �.." -'ti M - ""�-----j--, �" w~, 0 BID ACCORDINGLY. 4- y - _ I I '_� 22. AGGREGATE BASE: cl I T- Lli A. AGGREGATE BASE MATERIAL SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF SECTION 26 OF THE CALIFORNIA STATE STANDARD SPECIFICATIONS. _j Zil B. AGGREGATE BASE AND SUBBASE MATERIAL SHALL BE COMPACTED TO A MINIMUM yh 04 RELATIVE COMPACTION OF 957.. THE TOP 12 INCHES OF SUBGRADE BELOW 0 AGGREGATE BASE GRADE SHALL BE COMPACTED TO A MINIMUM RELATIVE / .. ~ ~ �. INSTALL TREE.PROTECTION .0 COMPACTION OF 957o. FENCING AT DRIRI,,INE < 23. ASPHALT: "'-PRIOR TO START OF,.CONSTRUCTION A. ASPHALT CONCRETE PAVING SHALL CONFORM TO THE REQUIREMENTS FOR ASPHALT CONCRETE TYPE B AS SPECIFIED IN SEC11ON 39 OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, JULY 1992 EDITION. 24. GRADE CONSTRUCTION STAKES SHALL BE SET BY A LICENSED OR REGISTERED 98 CIVIL ENGINEER OR SURVEYOR IN THE STATE OF CALIFORNIA. 4 100 `9v BENCHMARK: FD. 1 1/2" I.P. MOST NORTHERLY CORNER OF LOT 3 -02-- -- ----- ----- ELEV. = 100.00 PER SHOLDERS SURVEYS ...................... 0 20 40 80 104 1. CONTRACTOR SHALL CALL FOR INSPECTIONS AND TESTS AT EACH PHASE OF 11. INSPECTION 1 inch 20 fek . ..... 106 WORK AND IN A TIMELY MANNER TO ENSURE A QUALITY JOB. '69-.rZ-,3' I-'. I_ 302.06' Wak 2. THE SOILS ENGINEER SHALL INSPECT AND TEST ALL GRADING OPERATIONS WWWPA AM omxmw 400M amm -am "WASS a IN THE FIELD AND SHALL DECLARE THAT ALL EARTHWORK WAS PROPERLY N45*53'00"W ASIAW DONE AND WAS DONE IN CONFORMANCE WITH ALL REQUIREMENTS SPECIFIED HEREWITH. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL ABB2.DWG/SHT2,GP2 NECESSARY PERMITS, FEES, BONDS OR CHARGES IN CONNECTION WITH THE WORK SPECIFIED HEREWITH. NO. DATE DESCRIPTION BY ENGINEERS PLANNER S Ill. INSURANCE AND SAFETY 48kv 29 -------- A 4-12-96 DELETE CUT-OFF DITCH O� S U R V E Y 0 R S 2 4-12-96 REVISED GRADING LOT 2 364 Pacific Street, Son Luis Obispo, CA 93401 1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY 3 4-12-96 REVISED GRADING LOT 3 MASS OCIATES (805) 544-7407 1 MEASURES REGULATIONS AS THEY TO THE NS CONTRACTORRRNCNDSHALL DESIGN, CONSTRUCT AMAINTAIN AAFETY. THE 0?,0FESS/6v 4-12-96 REVISED GRADING LOT 4 C� 10 % 4 4-12-96 DELETE DITCH LINING GRADING & DRFAUNA GE PL AN DEVICES, INCLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE FOR 11�11 El,1� F. 4N, 2 DATE CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH TRACT 2111 2 STANDARDS, LAWS AND REGULATIONS. 06/25/96 2. THE CONTRACTOR SHALL MAINTAIN IN FULL FORCE AND EFFECT UP TO THE ar CITY OF ATASCADER0 DWG B Y- DATE OF FINAL 41866 DAH/FJC 1. WORKERS COMPENSATION INSURANCE EXP. 3-31-00 DESIGNED 2. PRODUCTS AND COMPLETED OPERATIONS INSURANCE t JF 3. COMPREHENSIVE LIABILITY INSURANCECL JOB NO. UITC H AT PROPERTY LINE ��� CAL 941218 3. LIMITS OF INSURANCE, CLAUSES, AND ADDITIONALLY INSURED PARTIES SHALL BE TO THE SATISFACTION AND APPROVAL OF THE OWNER PRIOR TO N.T.S. SHEET NO. THE START OF CONSTRUCTION. I MICHAEL F. ANWN RCE 41866 EXP 3/31/00 1 1 2B OF 9 1 :: ( i I /--­,� / ,, �� ...� 1111 _. .�. _. ._ _. _ h • '-_ �... 211 43 .�,.. 111,1 4414. 11.11 t p ; S46 09'3®"E . i '°o tic I (' ' ,,, QJ p o / n-..,..-.,».-...----.....1111,.-1,»,.11,1,-.....,..-- ;...,.»,»..�.�...».,....�,_,..».».»,..--. ..._._..�...,»................._...,.----»........,..,..,.,..•..,,.,.»„».,•.•.�.---,»--,--,--,,.»...,.-r-.•.,.-----,--.,•.•.-»,..,•.,.....•--,-_,»»-,....-----.,,-.--_,.ti-M--,•.,•-•....»�•...»�»�...•...•,.....,..•�.-.�•�...�.•.,......,,-»...-..,........»...,»»,.-,,......,.-.._...�,.�.........,..,.,...,--...-...,.....•-.....,..»_,».,»»»»,-.,»»w,,,--.,,...,,,,...,,...A--•.,..,•.,..•....»�»»�»�.......�....,.......,,......_,..,.,..-_,-.,«...,.-».,.,».,»»,_»..»-,»»..,.,..�.»,�...••,•.,,.�,•.•--�.......»�....,...............,.,.....,..........�....,..,,.,.,......-- 11,11.,--..,,.-,�,�.�,»..» -- k wM w � » »_.»._ »,» �w,.. ,. w % 1 0 v o °J0004c i i I 1 ' W 0a0 po p0 0p 00°p 0°p 00°p a0 p °"p 00 ap O ~) , ; 1 ( 1 w 1 . _ i I 00000p000p0 OObp000ppOpb° papo� I 11 I I I: 1 h-- G� OCyy '$ b°O0%0-aO°00 °00p°OObap 00Op0 °� 1 1 - - _ _ - O.SfQ 3:1 000°p U0 a0tlpO qp OOa °0°Op00 °° 3 - ( - - -2 - - - _ _ _ _ _ ». ». ..._. 00000000000a oo°�°°o 00 00v 1 ,I i I I I I v E � ( - - /� - - : - .I - - _ - W GLW. =_ "•_ 1,1,11.» ..-.,.. W popO°pOpa°pa 0° 00°OOU° a°°° °p O° I ' jj 7 _ - V V _ _ - - _ - . - ti. W s 0p pO00°00 °Opp°ObpO Ob I I 1 : _ z = - . - : - } t ®°�° o°°popo0oaopo op°pOo p0 o0-00(c l I Q '0 . - - - - : : - _ ¢ ,papgb qab qap bb a pbp p ° paa l 1 _ d' o . M t _ ¢ i FINISH GRADE {PROFILE o _ � t jO o pOap°°o°p°oo°oo°o°° ooa o°bo 000 pO ° }. `I I ( _ CD L� N7 _ `�" - _ - _ - _ _ _ _ : �. TO Z 301 q a ap 1 I,. f m _ : - : - - ba b° a° o° bpO o 0o C 11 ! Z - Z M �cr� ..._ O O - 4 ® » __.._..___._..«.._«................__..__,.,.« ,...._«„_...._..........,.«1111«_..........«.._...... .._.._...,.._.._ ««..,,...� .,«......,«..,.,«._...,»,,.,....,.....,,,«_..«...,_ «_....,,,__.._.,_«1,11_1___«. __ .. ,__._.. _» F O _ - ., ,. » ,. .» » 1111.. .. ».. ,. .. 1111, .» _.».,» _ _ _ - - »1111. O o O O a ,,.,„ , ,,.., ,,. 1,,111,, ,,11,11,., » », ,. , » », ,» ,..„ .,�,.....,.,,,.�,,..�..,»,..,.,..., ._«11_1,1.«.,__.,__...._.._.,.. » 1,111.., i ,..�• »,...»»,,. ,11»,11»,...-,_-..r-,_-»_.,,.,.» »»»»,.,,...,.._,.«__...._.__«.._..,. _..»___.._».M»»»_..__»,._» ,. «______.,__., » a O O O O - - ,. ..»,.,-»,..»,...,,,.....,-»,. ,.__,._.,,._..,._...._..............»..,.»_,..,....,.. «.,.,.._.....,......_«- »»»....».,.,».,111»1,.,»„»«,._-,r.,.,..»»....» .,....»..,.....,.»_..»_,11,11..».....,.....,-1,1,1,1.» _ f 9 ¢ '�, i o opn oqo o°° 0 00° pO ooO o f 3 �¢ �» y - - - .•.-•- w,r ,,, q o O 0 O b a O O 0 O o O ( .I } »»W 0 _ gg - - _ »_:,,,,i.:,..t,»..,,,.,_., ...�....¢� .I.... _.,;.'�s,- ,.,,_, _»_"»� 1111. - 1 SLOPE �Obb00p000 p00 bp00 p00op 0op00a t O r I I - I I - - : - . - - . BERM -- - r } : ppOap°oo °op°oop °opo p°° k 1 i I ( ; - f ~ : ~ - _ - - - «^ ^'-• ®-.,_ •11,11, Op00 O 0°pn00 p bpp 00 p°o06 par `,i _ _ P7 C� _ _ _ - - _ - - - : --- --- p p O p O° OO 1 i s I Z r 00 Z t(7 _ - Gl - _ . - Z - _• --- --- o p0 p o°°p o pa o a 1 In .- - Q : - : _ _ I-- CI _ w y -- _ __ _ 00 0 opa000o(baOr \l ( \ �... {f J II ( 1 - CO 0 `- - -4 - - cn p0 - (L' n = - f °°°-1. \ 1 I : f _ oo z aq z _z _ FINISH GRADE :PROFILE _ _ _ _ _ p N 7 = - = - -N _ 251b, ROCK RIP--RAP `q 1 i r•, ca m EXISTING GROI ND PROFILE - © V h ' I 1 I e : = - : - = - h �.�r,�_ ¢ ¢ ¢ rr I ' 1 i t I- G>� H tri I-- O1 I^- CA �""" W _ f '"+w:. 1 l 1 ...,» » 1111.,., _»»... »_.,.,_ .. V.............«,...,,...•.»....,_».,_»,._ . ,,....,M........,..»»,1»,1,»11 _-,»..»»».-»_.-- 1,,11_1.-.-11»»-"-.» .»»»»»-----,-,-,..»».,__..»-»......•,» ».,.,».,»...,� ..,..�,.._.,•.-..,............» _1111,.-----.,...,.,...,•,-..•. _•-_ ,_.,_ - m� '•�i .,.., .,' +ry YY I ,V , ,11,11...,_» ...,_..,_..,_..,.....,....,.... __11_11.._ __ _ .- -_., -__»._.. 6' - _ '..ir.°....�....- ,1111., , .»„ ,. ,.»„ ..»„„»,»».,... , »,,...,,,..,,,.._,._..,.»,,. ,,,..........,,.,..,..., »........ ».,.,..,,,«................,.. ,...,.,......,....1111., go,1 ~� ' +g�r� i L ,�i i _" '�.`_^".^ ^^, .'�,., _ _ _ - '`,, _ •'•'�. .., _ _ ..�}.:.oma':-"..., 60 L.F. : 3fi HDPE STORM DRAIN _ 20' w~ � �� l ,I } ,t It : - .�._ ...,_,11 1,,1. ._.,,..,.......,,.,,..k.....,_ _.__ ¢ - - - _ - . t ; : z (n - _ _ : : S - 3.33 rt)l L 0 T 1 \1 A&F,I \ 0 1,- I I : : i : - 7 : "I 0, I I I I . : : : : __ : : I - : z 4 z : - : - : : 'le : ; . . m Y J 1 'D AIJ1��6 I \ G I � 10 Al. f '`•� 1~ F I i i i , �,.] - y`, , �jy„t _ _:I : I _ - _, : : z 4 - :: : m ; -: - - . ►.""`O., - %_ t P ., .. .. ., , .. ..,.. .. ,________..___1111________________ _,__11__11_______.._«..»M______»_ ________..._______.__. ____1________111_ __11__11,____ ,_ _„_»_ . » » _ » _» » » .. - t` „ », » » »»»»» ,»»» ,-»»»» »»» , »» »»»»,» -. »»^»»-�_ -,---» ------------» -,_---M»--,,,_.,.._ -T,--»»»»-» ..»---,-----»,-_.,--» »_._.. _ _ » _ C' t' I A» . - - 0 ,.,.,.,.,.» ,..,,., , ,, ,..» ,, ,, .,, »_«,_»,_»,_»„» » » „ _„ _ ,_^ »,..,. , _«^ , ,,_ „__ 1111».»_»,_„_« r------------ »„ __,_», 11_., �_, ' I �, ' _ w �: f" i i II _ : : 25 LB. ROCK M I ' Z �. \ I i / ;;' ', ``; `; it = »22 L.F. - _ = 25 LB. ROCK = _ 6" MIN. DIA. = �w ­I _w .. 1 "�`~� _-I ; � ~ ~ 1 :/ f i 18 HDPE S.D. - 6» MIN. DIA. = = - �, �� z 1 `1111 - »t ,�.� I k I, 1 ` _ _ - _ - 13' . - y~h i''' ~ „ 'i ,t `� }, , Ilt . S = 0.5% _ 145 L.F. - » - : _ - -' I i 18 HDPI" STORM DRAIN = S = 0.5% '-_ .i _.,.....M..._,._....._.._,..._._-.,_._»ww --,»„»,»..»�,»....»,..»»».»..» -»«1,1,,11,»„-»,w.,,..»,-,,,»,._ -...,.,.,.,_,_.....,,._____.,...,,..,.,_-..-_. ,...,.,-_,».,•..,-....................1,111..-.,.,..._.. ---�»�.....,...........,.,,.._..,.._--,-„_ ,.,».,...,---_.-,-,-----,- --,. --,",--,..»»»»,.....-...,....�.,»,....-- ..,.,, .,,.,.,.,.,., -.,.....,.,-_, 1111.,»__ _.. ». - '. � j I w i i f ~~` \ ' `, = _ FLARED ENb SECTION _ '� - I M - I , y~ •�""r• ~` , ' `' \ , - = = '� 25 LB. ROCK 3STORM DRAIN PROFILE : w IIIII B ..--• ~~.~ .a, ~�. ' k ,i : 6" MSN. DIA. '_l I �, {, {_ 1 STORM DRAIN PROFILE _ , _ , 1 I I 1 wN ® ; : - HORZ 1 ; 20 VERT ° 1 4 snl I ____________________________ I ~ i �~ f "' Et ' \ °i.,'M1 I`, - _ _ HORS 1" - 20'- VERT 1" - 4' : - - - - - - �� 1 ~~ I t t % , i iI . - - ~• ~y : �y , . V - ..._«.,.,.:....1111»»»., ., .,».,.» ., v. .. .. .. .. _ - - y ♦ : ...., ,+ .n • � , t , - -»,..»-..nn»»n»-n«nn«..n»-n..»n...,n..«»_«,_.,:,_«,,,,_«n_«.._.,,_«„«....«.._«»_«...............:n.,....,..-«.....,n_«n««n...,n...,....,n»«..,«...».n..«.:.,...n.u.n..•.n......_«n_-»_.,»«..»,«......n...,n..+,...:«.._«n,»n........»n»»n..».,..»n..»n_»,..»n.,»n...,,»»n•.»n•...n,»n..»n,+n........,.....»_n....»..«....-.n.:..n..».._..n_»n«....»,.._n,»_nn_n.._nn,---,..,__.._......------,,,,»-,»,,,.---------....,.:.,»_„_,»,.,,----,,.,.,,.,.,.,.._,...,«..._ ..,: ', _ _ __ _ , iJ i , +. 2 , , , , , .,,,»., „,,.,,..e-•n r^ -"---"--"----------------------"------------"•----,-»--„-»»»..«,.»«-»-...,,.---'�-'---------"--"-----------------"»-----^-----------•,•,»-•.•'---»---^---,:,_..,...,.,..».,.,»--••---------«•---„•,----•'---^---»,,,»»».,- ---,-------'---,.--»--"`---"-------------.,,.,_---------,-------....,»»__»„»»»..,,.,--------_,--...--,--"--»--»--------»--,-------'---.,_..^•... • L_ __ _ _ ~, y � hh. � OM1' \ i, ti - ?: ZI � 1 ~, `` 1' A,e' \t ,\ *1 ! NOTE: ALL H.D.P.E. STORM DRAIN PIPE SHALL BE PLACED WITH WATER TIGHT JOINTS •..„ `,_ ­_-,I , Ch y , 1-1 , '°� 1 \1:111 t i w 71 11 `� t i, -----,-/1 yy` t % 9 ` 25' 84. 3 INV. 36" H.D.P.E. '`-1 ' cn •h. �.\\� .�\ ` % `,;ti \ .J I. _....� /��\�i ! , 6" IN. DIA. 25 LB ROCK ~ ~...� w -10 ll__-w 11 ,\ ! '� / 1 t • ti I 'I ���/,��//��%I� ,� �%,,\�j�\\/\\�, '� 2' RIP RAP TO 88.0 AS SHOWN rn \ L i `, % 13'. "b• \ _-- DIKE 82.5 MIN. 1. i •r TYP SPILLWAY 81.35 __ _ ---.-- __I......I---------- %MV4 , .. - I '. � I 1 M. -w j i`(f''�",- ' oam* a ooa 00p,o 0 o00 oo.0. 'I-,. \ , \ r s,i, 11 6 t t O 00(00 O qa 0 Oa O O,_$ / \ \ '. VII j.J }1sJs f, j jaft Op Oo O0 p °0tlq b p°00 ' `+... , Y''\ ,'.., J� cv r 3 I'} p° op p° ooa°o p ° pO°o ® r ` \ +.� •:II lj\j 00 b o Oop 0 p0 ppo°p \ I x ' GRAIN INLET Al�z ` o a 00p apa0o tlb0 agnp ♦ __/ 1��J , v%I 1 f•.,r, t O0 appa o opo oo p � \ r 1 fid ` 7 00p O0p p 0apa O 0 ftw 84.64 TC •`�" ` �! �' +`' \, "`�®`''"� (_ � 14 (2) 24 H.D.P.E. PIPES 40 44♦r�,4y 79.!® INV. SUBDRAIN i Oa0° p OppaO p p Op OpQ qaa , w0 ///J/ i Oo O Ooa 0a ObpgO °000a •'�" 11 \rr ''~'•` '~ ♦ '�-- V. OUT ��' t .�-,�.,'-�' pp0p0oo0Ob00p°b 00 000°° °° ~ '.�.., •°!� '`,• � (1) 30" H.D.P.E. PIPE 79.60 INPLACE EROSION CONTROL BLANKET 4.r w. 44r ate,.rr au o0g0 0 0 o 0,0a o \ © \ ,�_._.. _ w. ,�� NORTH AMERICAN GREEN C125 OR E SPILLWAY E "m-•�•---0- II"m . "m. wam .. p \ - � EQUIVALENT PER MANUFACTURER S SPECIFICATIONS N.T.S. � �•..„-�t'" \ .•�'': � -••..� /l�` SEE STAPLE PATTERN DETAIL �y® - _,�..•..- \ \r•.,,«,,,r''�` +'t 't,,, ``._' ,i\ "`�'., may_, 3 ' t3, ,3, ,�, \t C� OPEN CHANNEL '©o PUBLIC STORM �.. �. ;�- _.. .............. ° .. +00 Gl 1 , ...............'... �_ _ � � _ v . . _ _ _ 3 ���-- DRAIN , -`\ '4. ~ :. �' --__ I,,! __._--- U OR EASEMENT ~, N.T.S. ca Eto \ 11\ \ ,~ 1 _ , ,' i IQ -.-'I -----_._ o , ----- _----- ---- _ ---- :�'.. .. ... . 1\ O .- At vr - . 2: ",­. -, r ................ J' ( k, ....V 1.I V........,_. x ....9������:�:�� ....____ ,-,/ X,. i�; 'h90 .-..I.......,.,.......,......... VW& y. d ?''' . I 00 ' 0 ,\ ,.. .y I •►. -w*_ P- \ .. lt_ 1.11 ~~ - _______ ..............------ ! ........ U 1111 .................. .................. 1,111. ... ......... ................. .................. 1111. ____­­_, ,- _ ~ �y \ ♦ ...... . . ... ...... ........ q► -.1:........'. ...... 0 S I T i 441♦ y .r"' T•.» ♦M�,�. _.._ `,-�' w `.A� N A 8 \ •I 'IIII� w `-- _ �. y. �_,_ s yOp� -.w 8 " "h - -`-� \� \\ ,\\l__` �y / / PLACE 6" DIA. 25 Ib ROCK INSIDE CONCRETE HE G '�'s•�----. • � 6 ~� `�•= .. \ -"\.1 AND PERIMETER CURB. SEE DETAIL •. t 4..... , �,„• ,. f{;!` �` ` _1111 _ ..l--- a.•••-"p""^°'""• '""' \�., a PLACE 6"��''"` .; �. `'_1,,.:\ � ', \\ % � '113 F - - -- MIN. 25 ib \ wSTAPLE PATTERN GUIDE ', 441®44pyyyy 4!► _4r 4rr41uerrl•_44r a4_®.am ' r• •r - 00 a°°O � ` 4 �� 1 DRAIN INLET ___T �~` - - r� OpObpOpoO°pOpOG2 ROCK (12" \ \ '� . --- ' 20' \1 84.64 TC fi '` 00 1-t5 ® poop 6,0 ooa°000 MIN. THICK) \ \ \ �' "I \�' 3 C f `• N Te`.7 e 79.50 INV. IN ; �-- L'F 18" poo oo0000000000000 ' » 0 \ \ \- , \ UPS `� yw -.. � O0°00 aO00o°oab°000pO , V 1 fr `a' ti\!r" ^w ,t'\ \ ,n'i'�: ~'w~ 73.4® I N Y• ®U T j �� i 1 /" OO 00 00p00 bao00 0000 O°a .r'.»."„f Y ��"� 4 "`;#''`, 1 a 0'�°00.O 0 a O b°0 °O °O b 00 ._ 11,11.,.. _" \ j I I _1�,f 25 Ib ROCK 1',, ~w� � �`` S 4 oppsp�pp oppoo oaOgo \_ •".}_. _- \ 1. `.� \ �J 80.42 PONDING ELEV. -)j -I- - - PLACED ON s�` f J�OC=00= S� ® °°tlopo 000° ca \ ` f It _......__._ ___...- GEOTEXTILE i ` , i � g poo 00 1*1. -- ®% \ \\ �-•` \\\ \, 0•, G HEADWALL _-__-- FABRIC 4*.,, ,---.�`..`'\ I- 11 '" '® ` \ \ .r'r ✓ \ `\ '\ ��\!�\'�'� 3 ) . ;""', TY- 1 h / \ ,� 0,00,01 °°o ( ..� Y, ` NV _22_4" 9 ~ 1- ' / h` \\ ` °Op0°4 °o° � 'Y l« __111 1_ •�„ .` ` \ ♦ 00 __1,1__1,1 ( ) HDPE 5_T_ORM__DR_AIN_-- S -__0.5_% '1� v �, papOpbpOp • ; », `" i, : 30 HDPET _ _ _ _ o_ op \� (1) STORM DRAIN __S-- -- _ .~ �, �. r3* a ,r w.o. \ f \ 1 1 % ICL \ --------I I I w4 / '�®®% �'., .v,... ..»•»n 1,111. ,»...,._,.. . .,«111,,1 •, V' ``-i x \I- -IN\ P 0 0 ,__� • •``\ \ ✓^'"�.IN V Ljj ~~ , �4.•_ _ \ ®\9�. SPILLWAY /�\ #4 BARS 0 •'\ \ ,... -. 11.11 '». 1111.,,. ..» .,,._.».._.- _.. .,�»,F.•. f ,, 1. \ \. I` 11 III ( \ ---\__ \ % LLJ C%j/ _\ , M �� I I , Nk*%;// 141.% 1 \ % , I I /1, ;, \ 11, .. t . . .. ,. . I. ..*4-I . ... .. .... . ..:. *ft a d ` ' i ®® any' \\ 'r-"�' � w`w„_ ® ,\ � \ \ J \ ., V .-1 s} \ \ / \\ N '� INSTALL,TRE_.,I TECTION ` ' f' \ % h \® \~ / FENCING �?�(P) P R 2a, W.O. �� ' \ ­11!� ® . L ( T \ ; 4 .. 1 \ \ / i TO START OF WORD ����.. �... \ i S ° •p°� ���� > ,� � ��� 1 r~-. / / J IL #4 BARS h� �...,.,,_ .....•� 1111."",. \\® .4. / N \I ® ,» �.,.\ \ \ ix .f ,¢ I ep; �.. .fl g C .np + .:.'; h'h.w ;Y ,.£ r ` .r,,.w.,„ ''h. \\ \ i _yl . \ ; r `\ �•'� ; W Q �. ,� ~ �, h ~ \ / { \ :f .r 100-YEAR WATER12 h \~ ',�^'. `'\ \ '\\ / \ ®' 9 '\ \ \ X . f ® �'• 8 SURFACE LEVEL m o 1 .�.J �' \ ®\ / \ BASIN V ' : » , W® 00 \ ~ \\ ��, r `� 1 \ ,, y ,y ~, \ / =ti z I GLUME € �-'D'j 0. m t� \ '� +1.1 FEET W y~ y\ / ``.� %., \\ W 10,200 CU• FT. G lL � \ `� cn ` '~ `~, h j ~<<,� ~s�,/ \ __ I ;:-, ti� o® >t� v` __ z \\ \ b 25L6 ROCK, 6" MIN. LL _. rG_"� HEADWALL I N ~ h ~'wy y y ®® ; \ co y t .� . ,. 0. � r J t- \ \ �~, e 3 ® 16" O.C. o II O ¢ ��v w.h11 I 1 c0 --�-- ��~ ",\ �. , ~�, `\ / `~ ~� ,� i ;� \"_ .4 1. /o « ` .-�, \\ �„4 , \ 4 16" o.C. TYP R Z N.T.S. cel :< _," ,•,�_»..,• orf r 2_� y� 1 wJ �e y� w 4 w"~.. w�`'�\\\ / / \~\ �" ,� W I }v -' ,. _ \, j'",.,, / q _"•'! }r \ ~,'~'t .�'""'"`•..y f'" '..'''�`~y ~`�ti� i ) » ..,,.._...,,_•._..,._,.I""' (n ----L-,----- h h y, w y•llw• i y~ \y _/ \ /C^ I 't ``..,,._.••„a -' M -a \ ` 1 \ ~ `\\1 3 1 fi" O.C. •� ."\/-I I In I -1 ,g h•,} •,�✓ •\. 4/ I i,.;, i /1, W � 1111% •Y~ ....}t/�® \ \ ..,�^" \ p� ���`\\ ''\.® � ry'- I "" ',..� ~ '\ `yam 111.1 :.. a ® 1 A f ../-'- \ h y h, ~ ` - I faLACE 8 C.Y. 25 L ROCK L \ ` #3 12" O.C. " 11 ` ~"' s9..11, \ ~`y HIGH PT. w\` r� I ON GEOTEXTILEfF FABRIC .. ✓✓✓ x • � N \ 34" L.®:-.•h �, ;.. sl ~\ti T. ~\, , ,�... 0 1 I. r' rr / Q °Q ♦ '_'•1111 \` ` \ 3 GEOTEXTILE FABRIC w. �. i _. " :::'::>::: 30 i �\ a ~ I �` f \ \ pQ ♦ 12 10 MIN. VARIES I \ , . A ­_ -"*,q% -",\ \ IN ALL TREE PROTECTION \ 1 -.. ,,\ » BLOB WALLCOTES I ti 82 S t i o �, 12 w� f 4 ""+�. i FENCING AT DRIPLINE \w ( ;' -,.. ml. \ U1. REINFORCING STEEL SHALL CONFORM TO ASTM 0615 GRADE 40. qy x . I-- - PRIOR _en S e.••""ems•_.n.....• .:.::'..:'::,Y'r.:::.:::::.':::.::...:':::'.:::;::::-:::�::::.'.^i:...::::':::: PRIOR fi STAR OF r 2. SPLICES IN REINFORCEMENT RCEMENT SHALL BE LAPPED A MIN. OF 30 BAR DIAMETERS. f Q r .� D M 4~~ ''l 1111... ..,...... ..• S t _ C ...• 1111 .'.::::••��:�•:'rcC:S:�:1•:1'!:::1:1'.::�':.;:,:,::��•:::�.:'�:����:'::'�:::...���::'•. i N TR ® \ C®NV UC h 3 A : .� CONCRETE SHALL BE CLASS B 5 SACK R I A t s�air�� rr .waw.•w•w.wrr w'•nw•xw.r ern•e.wnw _err.rr.•n••.nw r'n.rn �•'n.wn unn_rte•._nr ''�:ti•^,• ~`h K PE CUBIC YARD). w a� �_� _vim C t 1111 � �::: I• , wnww.,yGwr. t �` ` ` S"` r )f `r,; ` i r� j 82 ! r' .� ' I `\ 4. MAXIMUM AGGREGATE SIZE = 1 . 1 •. I 1 ( I 4; '~ `..'`'.. ® 18" 0" 5. ALL CELLS SHALL BE FILLED WITH GROUT. J it \ q l '':'.:'V. ::::1`1''`:'1'1: \ ~ ::...:;i::::::>:;:. 6. CONCRETE BLOCK MASONRY UNITS SHALL BE GRADE N LIGHTWEIGHT i i I 2:1 SLOPE �. w I A \ S45°5 '00"E PRIVA E D AINAGE 330.61' EASEMENT 78 \ ` �., y AGGREGATE UNITS IN ACCORDANCE WITN ASTM C90. \ \ 1111. 44.4 1111 1111 414411 �_..L. 444. �.. � 44_ .�.. 444. 4.4. 1111 .._. 44o1r 4d[rr _.m. q�41R4R. ..44► _. ..�. # I "4 702.35' �-2' MIN. SETBACK ATS __»-------"•"-- �� \ \�',t ♦ 7. MINIMUM MORTAR AND GROUT STRENGTHS SHALL BE 2000 PSI IN 28 DAYS. I 24 H.D.P.E. PIPt M° \ . ~.. I \ �\ �2) 1) 30" H.D.P.E. PIPE TOE OF SLOPE ;y ,1�\ l ! �\ - r \ ,® . j ;\ 28 L.F., S - 1.0% �� PLACE 20 C.Y., 25 LB ROCK «. '�-�='' w o �F'' � \\ \ " ~. I `J x 6" MIN. DEEP ON GEOTEXTILE g ^a \\ \` `• ;` ~` . �. ` 11 \ FABRIC °�`� � .IR ; ~,. -.1 ` HANNEL X- SECTION 4 11 i' \t 2" A.C. PAVING �\ ``; " AB2B.DWG/SHT3,GP3 -' \% 4" CLASS II AGG. BASE ® \ �' ' •�, OUTFLOW POINT ® \ \\ ~; N0. DATE DESCRIPTION BY ENGINEERS PLANNER S 77.61 FL /3. /3 • �� suRVEYORS j 48 LF BLOCK RET WALL \ \\ \ ` \ 2 6.26-goo (�f-\/le,e-,-� C,N,a.mN•EL_- 364 Pacific Street, San Luis Obispo, GA 93401 ° H ^ 2' - 8" SEE DETAIL o \ ` (soy) 544-7407 ,r 80.90 TW 78.23 TOE ® \11 �OFESS/p�_M \ \ - �^P "�� GRADING & D RA INA G,E° PLAN ♦ \� ' �` '' � G�P�Ir F. cgti F'LG, DATE ,,� \ _ ,- -•. ,� do 2 TRA CT 2111 06 25 96 z \ \,\, \ " W * CITY OF A TA SCADERD Dw FJC 41866 EXP. 3--31--00 `` DESIGNED 0 20 40 80 JF S� CIVIL �Q. JOB N0. 11 1 inch = 20 feet. ATF OF CA��F�¢� r 941218 _ SHEET NO. MICHAEL: F. C NON RCE 41866 EXP 3/31400 3B OF 9 i I 11 _--11111-1. - __, .r, .._.. --...__,a .. __._ ._-- _ .. , , - ' .. _ _�,_- _ 1111-11". _ _ _ -_ _.n , _ . � _ , ._, I L -._-.- _-1--.._..___. .m ­-_ 111.1--11-111 „-.. „.. .,..w., ­. l,. 1, ,.w»r. ,..-.- ,•n. _.._ _. w­.T