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HomeMy WebLinkAboutCanyon Park East As Builts ! NY ON PARK EAST LOCATEDIN _ M SECTION 34, / �� Ir � � SJ�33��F 85g0• �... 7 s m TOWNSHIP 9 SOUTH, RANGE 17 EAST, BOISE MERIDIAN, J;; 9fa !f TWIN FALLS COUNTY, IDAHO t � f :: `zact 1 CO M 2000 s ---_ - -� =' -spas:11-4 U ! 2.. ^..fir S� •,: . ;� - -..-`•�� -,ice .. .._ s asswo�t r3<.es�_ __ s,. �c. n,, , a��'�;�:�.-.. � �r L r o , W go velo Ar N:.jaiF T Y �Rld{ 4 W cis CL _ '` - - •C84E7dF*tea ,_Y� V�� m G? Fla J/ f <j � C"*"t"` „j i•• e -t• y w t *. �` / j ))r j 67J Q d - F•r �$71 t r;,o jj 0 25' 50' 100, SCALEIN FEET 1 r �` i� `+r . • ?^� t +�r ` 3IL 8 ( r `; � - •jd� Q fit ,� "�"'�'i3•-- _ � _�_ .,„, _, r '"-�-._1 it V :'+���� _„_•.j �- �d 'J•-. t� / -.a!rrm iR,hrrf J��SLko r.�t� �a� i' �\ '�iJ .. z r ���f� 3�Sa•..•y+ / 1r11, �a r. � `� x r'�'' r-.` r•'r..t d \ U•-f,• + ' .,�P (/,/ /• J/ `3515 k r�-ar' !'92t..1 ech ? Trash, �•i ` �- •� � r y � lr! r ! '��d._7_t.S" � Y it r O: .:rcs�S` L '' r t� •. wi :E a dl: '� - i _ ,':% •� IB y ! 1 �tyEi �"a]'`f•S-�.�r' '''� ~{rr,5� rr2.xra.cr ,. „n,• P� C_•'� �.\� E- :i = Dot €? y7 •lr+ i, r�.. .,,.,r,..,,.,... ;t �OSh 'Sq .r � f .... .. - tam, „--�,4• +rr x. .' .• •' , ! "- ._, _'.-yy.. - -. _ _k:r, lt4o !so NOT SCALE DRAWINGS .IOC- 1 CONTRACTOR SHALL VERIFY ALL CON:t !' •'y 8zz � 'liewp - '- " - 0 DIMENSIONS AT , l' F" Ai.s.r.: C1tk I(OSf �—~~"'� "� '�`hi-• .J- ECJOB ITEITIONS NAND-NnFYTHE GINEER O ANY AL <7�Vd N 8229'tiily �°°' Y` """^• '' '` - -- � + t CREPANVESF8 FORE BEGINNING ERRORS, OMISSIONS, OR DIS- WORK- OR - 1, - _, ,_ _ - -_ l rV r ,�,. -' '.�•` 'S' -3617.70 .I OR FABRICATING ANY ' :i! 't• i � ==rr • NM'JdMf:'/� r/�� /y+vlNt .t `-' _ ' -..... _ {• -u, Wt r2-28-00,C. SrOCKM , .� \ :.9 •*f,EtT, -35}?34 8" ?; ,',�' -. n�-Ig-Ot L'- ;rOCI(r0N qn .w.awer G. AIMENS RETENTION CALCULATIONS RETENMIN CALCS. BU1L01NGS - T5f,950 S.F. 1.6/12'.95•151,950= 19,247 C.F. j f ---E• 5za�xroN REQUIRED PARKING PROVIDED PARKING ASPHALT - 528,954 sF 1.6/f2+.95t528,864= h6,989 C.1 j L,�f(tSCAPE- 38,387 S.F. .bf T2�2Q' 38.287= 1,021 C.F. I 1 �•'� 17-FT••� ;t OP 75 SPACES SHOP 7,5 >PACE-S SUB-10TAL . 87,257 C.f. lt1It1RE 2t3 SPACES FUTURE 2t3 SPACES (Denotes Future Parkinr�) PRE-DEVELQP9!{EM 7T9,20i S.F. i.6f12'.35+7f9T=33562.7f C.F. ` REEAX 580 SPACES -REWL _ 580 SPACES (4.00 spaces / 1000 sq.tt.) TOM 53,69429 C.F. REQ'fl. i --- PROWDED Burnt ssa sPAeEs rorAtA sACt152,411 •___.___ __._. ORY-WELL TRENCH - 152,411 CU. Fl # t!4fi = C.F FRUVtDffJ 3oa-ss i I BRIDGEVIEW RETLREM Nr CENTER GENERAL NOTES: ti SHEET I N D E X 1. Contractor shall have a current set of stamped and approved construction plans at the worksite. ruc on Plans 2. All construction shall conform to the Idaho Standards for Public Works Construction, the City of Twin Cons t Falls and all other Local, State, and Federal agencies that apply. 3. The Contractor shall take all necessary and proper precautions to protect adjacent properties from any for: Sheet C-1 Cover Sheet and all damage that may occur from runoff and or deposition of debris resulting from any and all work in connection with site construction. Sheet C-2 Final Plat la't 4. Recorded andlor filed survey monuments exist within the limits of this project. It is the Contractors responsibility to protect and/or have replaced any monuments disturbed during construction. 5. Contractor shall provide all necessary horizontal and vertical transition between new construction and Sheet C-3 Site / Utility Plan existing surfaces to provide for proper drainage and ingress/egress to said construction. Canyon Park East 6. Contractor shall remove and sort all on-site excavated material and use suitable material where designated Sheet C-4 Grading Plan on the construction plans as requiring fill material. Fill shall be placed and compacted by methods approved by the City of Twin Falls, and approved by the Design Engineer.7. Existing utilities are located on the plans for the convenience of the Contractor only. The Contractor Sheet C-V^r Site Dimension Plan shall bear full responsibility for the protection of utilities and the Engineer bears no responsibility for utilities not shown on plans or not in the location shown on the plans. This includes all service laterals of any kind. Sheet C-6 Site Dimension Plan 8. Power/light poles and/or other exiting facilities not in proper location based on proposed improvements shall be verified prior to commencing work. Sheet C-7 Site Dimension Plan 9. Affected utility companies shall be notified at least two (2) working days prior to commencement of construction. Call Digline'48 hours prior to commencing work.10. Modifications of existing utilities shall conform to all applicable standards and specifications. Sheet C-8 JUNE 2002 Site Dimension Plan 11. The Contractor shall take reasonable measures to protect existing improvements from damage and all 179 Sheet C-9 Sanitary Sewer Plan & Profile such improvements damaged by the Contractor's operations shall be repaired to the Engineers satisfaction at the expense of the Contractor. 12. All changes require approval by the Project Engineer and the City Engineer. The Engineer takes no Sheet C-1O Storm Sewer Plan & Profile responsibility for any deviations from these plans unless authorized in writing by the Engineer. Located In 13. All curb,gutter, and sidewalk shall be constructed to City of Twin Falls Standard Drawings and Specifications. Sheet C-11 Storm Sewer Plan & Profile 14. All handicap ramps, curb cuts, and signage shall be constructed as per latest A.D.A. regulation. Section 34 SANITARY SEWER NOTES: In Sheet C-12 Detail Sheet 1. All construction and materials shall be in accordance with Ten States Standards, the Idaho Standards Sheet C-13 Detail Sheet for Public Works Construction, the City of Twin Falls, and all other applicable agencies. It shall be Township 9 South Range 17 East the responsibility of the Contractor to be aware of the contents of these standards. , ' Sheet C-14 Detail Sheet 1. Sewer mains only shall be laid in sewer trenches. Boise Meridian 3. All laterals to be laid of not less than the minimum slopes as shown in the aforementioned standards. 1 4. It shall be the Contractor's responsibility to perform construction as per these plans. Any additions, Twin Falls County Idaho deletions, or changes shall first meet with the written approval of the controlling agencies. 5. All testing and inspection shall be in accordance with aforementioned standards. 2000 V I C I N I T Y S K E T C H 6. All sewer mains and fittings shall be construced of ASTM 3034-89 SOR 35 PVC pipe or as specified on plans. cw Project WATER NOTES: �- 1. All construction and materials shall be in accordance with Ten States Standards, The Idaho Standards for Public Works Construction, The Uniform Plumbing Code, The City of Twin Falls, and all other applicable agencies. It shall be the responsibility of the Contractor to be aware of the content of these standards. IY Y P - - ". E 2. No other utility lines may be laced in the same french with water lines. 3. Any conflicts with existing utilities shall be immediately called to the attention of the Engineer. Il 4. All water main shall be AWWA C-151, Class 51 ductile iron and be disenfected in accordance w/AWWA �- Spec. C-601. Water mains shall be placed a minimum of 36"from lip of gutter. or, G, 5. 10'horizontal separation and 18"vertical separation is required between sewer, irrigation, storm sewer and other non-potable (NPL) lines and water mains. If seperation can not be maintained G '3 it is required that the sewer main be constructed to water main standards andlor the sewer main _ I� shall be encased in concrete measuring 4"of the bell. The water main must also be located a minimum o -^ I rq, Pa .^m of 6 feet horizontally from the sewer main and must be 18"min. vertically above the sewer main. of°Q' B-ft 0 M 6. All gate valves shall be resilient wedge - AWWA approved. 7. All fittings, service lines, valve boxes, and lids shall be of materials and construction approved by the City of Twin Falls, 8. The Contractor shall provide all appurtenances to perform pressure test and disinfection as required by a �^ aforementioned standards. A clean bacteria sample must be collected from the newely constructed main E I H 1�111: prior to potable service. - Engineers , O ___ _� __ ^'•, 9. Construction shall not interrupt service without prior City approvals and proper notification. Circumstances may require temporary service feeds be installed without agency reimbursement. Any temporary service E N G I N E E R S/S U R\/E Y❑F2 S/P L A N N E R S feed must have prior agency approval. 621 NORTH COLLEGE ROAD, SUITE 100 — TWIN FALLS, IDAHO 83301 TWIN FALLS, IDAFAO TELEPHONE (208)734-4888 - FAX (208)734-6049 REVISED 06-17-01 AS-GUILTS REVISED 01-16-01 CES SHEET C-� REVISED 08-16-01 TCM IHOP 304-99COVER-AR CANYON PARK EAST -= SNAKE ASRU�R LOCATED IN %` R�UER CAft IL"I"S CNSECTION 34, O W M TOWNSHIP 9 SOUTH, RANGE 17 EAST,BOISE MERIDIAN ` ` �]1,. V,LL1.79�1�� ' M 2002 V� a �J " 2 � Zo _lrTWIN FALLS COUNTY, IDAHO A S�A(E RCANY0lv M� 3 0 ILL Bike Path Accessw°uW vw I I Access Rocd — W ®cye wf vl e M e Retaining Wall \ LLJ 0 o 0 / Ex/sf ng Sa � q A \ PS Existing Sanitary Sewer _CAS RIM Y o 0 4° ® _ (To be Abandoned) J w � Tract $ cs LIJ ed 6" me 6 ease Sand Sep orator 9 "' 1 16 1 / osed Stour 6 n Typ.) / Z Prop and ary Sew — 2 0 25' 50' 100' p FH _ 1 i SCALE IN FEET / /p \ A^e, As. rain 0 a... m - \ AJL L v oof Droll & (TyP. SI W O Aa W- at I o \drop. a e _ a 8 � �Rro r . Pro oss - _ - a p d 8"Water Line y ° -Roof n l s P Proose B1e �ne d 6WaterLin �:r � 0 , t I I ea. r �r ��,k J o e a Sanikar Sewer �Existln , II PaoYma rw J, r. '�1 Gsohezr _... ee.= ju I Catcn 1r1;in tl0 % nstallat�onn and etestine oved-after( �\ "HOP r �y %r0 / ose sour ar sewer 4 1� Fire!Service Wat r xiAw o ro sr� I with r Wcll 4 Do Service e` P A � J \o a bra: 11 toh`Bosin (TYPO LL>IWoll p h I d �\ 0 Pro bsed Storm Sbwer ^g din a°°_a° �I � of Drai ng Storm Sewer e Q � oof Dr r xl s6 E _ uck dd S Drain 0 LL LL 1 P dd Sform Sew�F »„ w _ Ir1 ns omestic Water - r ruck Dock DYoln D m tic e a Bridge Vie '`- u_�: , _ -____ „ r 1 _ _�_ _ i \ 1 rll'1 $tlar WatF; DO NOT SCALE DRAWINGS _ T° � 12 ~' 1 u CONDITIONS RAND A DIMENSIONS LL VERIFY AT Blvd. THE JOB SITE AND NOTIFY THE ENGINEER OF ANY DIMENSIONAL O ERRORS,OMISSIONS,OR DIS- Retaining Wall- 4 �,r Sanitary Sewer.S rV CE CREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. Proposed Storm Sewer xtruded Curb (Typ.) AX \� Pro -orv5 NSF� -28-00 C.STOCKTON Existing Wafer Line ` \ \\\�\ u cc t/8 E P osed Water Lines 11 1202-15-01 C.STOCKTON � 03-18-01 C.STOCKTON 0 06-05-07 C.STOCKTON �\ �\ Painted island 07-06-01 C.STOCKTON \ 08-17-01 T.McBride IH01' NOTEST� Q \\ 11-02-01 T.McBride x-wdl : --_ - \�\ K\ 06-17-02 AS-BUILTS ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE CITY OF TWIN FALLS STANDARDS AND SPECIFICATIONS. \ X1 11 x ruded Curb (Typ.) RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE CONSTRUCTION LIMITS OF THIS PROJECT, IT IS THE CONTRACTOR'S 1 2 RESPONSIBILITY TO PROTECT AND/OR HAVE REPLACED ANY MONUMENTS DESTROYED DURING CONSTRUCTION. 1 1 °�° G.Mnr! j1 1 " °�� EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR SHALL BEAR 1-1/2 brig C.STOCKWN II o� FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES AND THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN �{ I C.STOCKTON ON THE PLANS. THIS INCLUDES ALL SERVICE LATERALS OF ANY KIND. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. CALL 'DIGLINE'48 HOURS PRIOR TO COMMENCING WORK. II I - - 12-12-00 Ii II LANDSCAPING AND PLANTINGS SHALL CONFORM TO THE PUD AGREEMENT AND THE CITY OF TWIN FALLS ZONING ORDINANCE. II CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF CIVIL AND ARCHITECTURAL PLANS FOR CONFLICTING DATA. tl 304-99s� II ,-ABAI; ALL CHANGES REQUIRE APPROVAL BY THE PROJECT ENGINEER AND THE CITY ENGINEER. THE ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS UNLESS AUTHORIZED, IN WRITING, BY THE ENGINEER. II — ----L L----- - ,;a NG BACKFLOWPREVENTION DEVICES SHAN BE REQUIRED AND INSTALLED IN THE INTERIOR OF THE BUILDINGS PER II 1 S e oP`9 ARCHITECTURAL PLANS, II I BRIDGEVIEW RETIREMENT CENTERgIDMA IH) U w c: z — z JNE 1[,"T,� 2II�� ', u�ll� )n —_ ySTASF FX.c, . hl k1m1� 1,. 0 taMVPC oa � µ > 3616.�OTC 1� "$ -_ .{ " 3615.50TA L ='d E I614$0IA 3616.2 TA W 13615.SOTC _ � � � �o / I, � � 36—,OOTW - - aA 3613.70RE 3613 20 SOTW L 3621.0 i - 1 _ SCALE IN FEET A -011 W - 813 �� � -3 1617.75TA Z moP 36170Q r . j �1 3 13.60TA _�_______ \\ , a 3619�DTW = _- -- 3613.60RE .- --_. �\ z -3618.75TC 3618.75TW i 14.21' erGml 'SC �aA / r .. �.._..— \�\\ QV I ''.ii oEcoaam[efxx wui e°i w7 �7 mil" \ / yl— _ �r \\ \ A S\ -1 `fAEE ORAININC 89CN-41LL \\ \\\ N RS M "r Y BARS '� O MRS rQy, 5 _ 'B'MRS H T W F N V"BARS "H"BARS "F"BARS "B"BARS W -- 4'0" 8" 3'-0" B" 6° e4018"O.0 1418"O.C. 14018"O.C. 14018'G.C. 6'-0" 8" 4'-0` B" 8" J4012"O.C. 14018'O,C. 14012,O.C. #4012'O.C. CONCRETE: 3000 psi-28 Ooys x r Reinforcing Steel:24000 psi AiPPRe o w DESIGN CES RETAINING WALL TYPICAL SECTION - CES oA*E 07-05-01 SHOWN 0817-01 T.McBride)HOP owe,N 304-99site-A 06-17-02 AS-BOLTS 3624 SCALE: 1" = 0' UO.Riz, _ roP T wut _. 3620 i DECOR TIVE_B OCK__ 1STING GROU 0 y E WALL T PR POSED CRADI 3612 t �� -- ---- - oF`O i I -- - FO 3608 �p• t•\ Ae�te: f�. 4© � i^.: r: r; 0+00 1#00 2+00 3+00 4+00 5+00 6+00 7+00 -BU111 117r, AS 1111 J'Pq'E 17, 2 0 0 2 Q 0 J I 3" 4 pox I -- 1 201 .5 S C 0. I 00 I 0W J= O 2 ,1 J \ \ S W 2 7 \ / 0 N Y \ J SCALE IN FEET i o STAPLES ti000 I o v ! I — — 24,000 S.F TRUCK DOCK WALL - CMU BUILDING � \� I 6"0 PRE-FAB AREA DRAIN SIDEWALK S I - j14 0Jf(e n Slope 1:20 Max. L� 14_Q FFE Zi T� 6"0 Area Drain Daylight Drain at Qr a B �� Slab Level in Truck Dock Area to Sump in Dock Area Rim EL=1375 ' See Detail This Sheet _ DOCK SLAB �4"0 D.I. DRAIN LINE i � a ---- I DO NOT SCALE DRAWINGS CONTRAONS A RSHALL VERIFY ALL COND TIO AND DIMENS ONS AT I THE JOB SfTE AND NOTIFY THE ENGINEER OF ANY DIN— ERRORS,OMISSIONS,,OR Oft DIS CR PANCIES BEFORE BEGINNING 4 OffE OE F RFABRICATING ANY WORN, I ..� a� 12 28 00 C,S70C'KiON r t 02-15 07 C.STOCKTON 03-18-01 C.STOCKTON 06-05-01 C.STOCKTON C. • :i �' I - _. - '.__. 700-23 011 C MeON 08-17 01 T.McBrideBri HOP 06-17-02 AS-BUILTS GO � Area Drain Detail 0 Emergency Exit�Tr��ck Dock� I , I ' I � t I ,�� L.�. � I_ _ � �� NOT To SCALE,— Pn°v°° C.MARTENS z - �� _L �._. C.STOCKTON c' �,( ° C.STOCKTON l n' 12-12-00 I \ OF\�P �6L7 P9AA� 1'-50' A.B. 304-99site-AB.dwg A.B. !I • W 8„ 8,_O„ U Z o Wm with Geotedile Fabric 4'-3" 16" J5 Z n ao aYPER P,PE uec 9 sEa C.509 m --_ - -- #4's at 12" o.c. Each Way J X,,r Standard Catch Basin o 0 4 Drain Rack mries -ua B'P 5'-0"to 7'-0' erfoMed PVC See grading plan for elewtion See Retaining Wall Section See — Sheet C12 4 0' I/) i! • f: ,� ,� 12' PERFORATED PVC as 0 30" RCP 3 N 40'-0' I Stairs ao — — ___ El x See grading plan/or elevotion A _ W oo I STORM SEWER TRENCH DETAIL I — \ bo •� / w� N.T.S. 8'Min. _ a� ----T-- -- L=J-----L1JJ a. W \ &0 2" X 3/16" Bar Grate •;::W .. O ( J OZ Wx ow J Line with Geatedile Fabric ` Z ti uu Oc f4l'D 0"R0* °0"to RETAINING WALL STAIR SECTION �W VZ W1.2'Perforated PVC 5'-0'to T-0' ".�.,ert Elev,per profile �s . 40'-0' --- 2" X 3/16" Bar Grate T.E. = 3609.40 30" RCP e•-0'Groin llnk wi WI J Staid 87Awd ed WAe f 5" RESTRICTOR PLATE Inv. F04.79 E►.y UPON CONSTRUCTION AND CONNECTION OF PROPOSED o r^ PIPE CUT AND REMOVE EXISTING PIPE FROM THE T �1 / INTERIOR OF PROPOSED STRUCTURE — — - / f 8" PERFORATED PVC 0 30" RCP r 8„ #6010 o.c. FME ae•WaWc B¢x-Ru - - I""�I #4010" o.c. N Bws Inv. 3601.13 v Bra Inv. 3601.01 § v aws Existi 30" RCP Reis - f� orm ewer � ""�4 A H T W FF72 V'BARS 'H'BARS 'F'BARS 'B'BARS O #6 vertical 0 x T #4's at 12" o.c. Each Way each side of pipes W 4'-d 8' 3'-0' 8' -18'O.C. /4018'O.C. /401B'O.C. /4018'O.C. 6'-0' 8' 4'-0' 8' j4012'O.C. /4018'O.C. /4012'O.C. /4012"O.C. GREASE AND SAND TRAP �" iZ•I Proposed 30" PVC 2-#6045' - 3'-6" len th03-1/2" clr. Storm Sewer to bottom of slab (Typ.1 8'-0' 8' 5'-0' 10' 1'5012-O.C. 14012'O.C. 15012'O.C. /5012'O.C.LIFT STATION RETAINING WALL SECTION SECTION A-A", o'-o' 10' 7'-0' 10' /6012'DC. /4012'D.C. 16012"D.C. 16012 O.C. N.T.S. NOTE: ' This sand and grease trap is the type 6" to be used fov wash make in service 8" 6'—O" 8" CONCRETE: 7000 psi—28 Days tations, r ashes,etc. Reinforcing Steel:24000 psi TWIN FALLS CITY CODE 7-7-6b(7&B) DO NOT SCALE DRAWINGS Li CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE JUNCTION BOX DETAIL pA le ENGINEER ENGINEER OF ANY DIMENSIONAL TYPICAL FENCE DETAIL ERRORS,OMISSIONS,OR NIS— TOP VIEW Q�" y1s Tr'N OR BEFORE BEGINNING OR FABRICATING ANY WORK. WEAVE FENCE GROUNDING •A THROUGH FENCE FABRIC AND ATTACH rr ssnsans. TO EACH BARBED WIRE STRAND ; erGy (� ,ro 16'-0" 4 Of�pP 12-28-00 C.STOCKTON 3" clear 4010" O.C. 3 STRANDS BARBED WIRE TOP RAIL 4 "N 02-15-01 C.STOCKTON #6 eoch side of e 10, LID # 8'-0" 8'-0" LMON #j pipe 132" length OF STRANDS 06-17-02 AS-GUILTS 4010" o.c. max. 9 T.E. = 3614.00 OF BARBED WIRE all other locations 3- 4 above pipes J/8'DIA. TRUSS 1/4"X 3/4' (2)3/8"DA. RAILS 128" WITH TURNBUCKLE FABRIC TIES STRETCHER BAR 12" PVC v `8:: �18" MID RAIL TYP. / AT 12'C/C 6'-0" / TENSION BANDS MID RAIL PATCH I.E. = 3608.61 AT IS"C/C MAX. _4"DIA. GATE POST 8" WALL, + BOTTOM TENSION LINE FENCE POST TYP. 6 0° 3/8"DIA. TRUSS ROD G.MARTENS 2-#4 above pipes -F WITH TURNBUCKLE 8" BASE L4"clear 'a C.STOCKTON 2'-9" 5-#40equal spaces #6010" o.c. CONCRETE FOUNDATION \� \ • C.STOCKTON 18 18" WITH 1"CROWN .2 128' I-� LATCH 80 10"DIA. 8"DIA. 10 ROD 12-12-00 "DIA. RETAINER PAD " MIN. MIN. MIN. wr 10'-0" SHOWN JUNCTION BOX DETAIL C/C TYR A S—B U I L T S -�"a. 304-99DET-AB SECTION A-A CORNER POST LINE POST GATE OR TERMINAL POST TYPICAL GATE JUNE 179 2002 C14 I � Plant Mix Patch Mat'I.6"max. chanicolly compacted to 95%max.density(SeeStd. Catch Basin Grate Dog.T-18 for co rate street and'Std.Dwg. e Tack Coot S-4).(Not required for gravel...face). Concrete Base I, W Tack Coat Exist.Asphalt 6'Thick U Z O I 2"min.(see h-6' 1' 10• I' Y-6' note 7) Material ass �/-Crown alarm Drain Pipe Z M =Mae= 5' S' Bike straps am a 2 he See Not.No. 11 •,�;b - Vv`oo \ 2.5% _ .,..2 SR ?,' Rim I/4'%3'%84-13/16 J p< Gravel Base Course •;.ti �c a ti -%: - oo /1 _ •p"0' 6"m0 I D• gE STANDARD TRENCH WIDTH ,.°9C9C GRATE BAR 512E SCHEDULE LL vi y back(II xmalarial @ o c \ J m Std trench u x 3/4" e'pipe A"" n 4 min 2 ♦ dameter Plant Mix or Conant NOTE .a A 1 Ea.1/4"X}•%86-13/18 L //r^1 J n wl P� 25%c slope may be 1 Ea.1/4"X 3'%27' V1 do 3 4 max. backfill o E B'- 10 ppe=3.0' 3/4"Gratled Gravel to one.aide or crowned Standard Bower Pipe �/ p 12"- 16'pipe=3.5' / / N O c n o 0 12"-21' 4.0' Compacted Soil 2 Ea.1 4'X 3'%28-5 8" Z_ P'Pe 2 Ea.1/4"%3'%25-11/18' �m All 24"-2T Pipe=as' PLAN VIEW 30°-36" =5.0' 2 Ea.1/4'%3'%24-1/16' VJ } 4 E m "P. N.T.S. r-a^min.or exist. tandard Al=6.0' TYPICAL TWO WAY BIKE PATH BeBdtling shall De shaped 3°Wide Ben 2 Ea.1/4'%7'%21-9/16^ base thickness,which v Catch Basin Grata 2 E. 1 4'%J'X 18-7 8" W O li e e is grouter. to 10%pipes o stall N.T.S. / / p Taiga)(see Sid.Dwg. 2 Ea.1/4'%J'%28-5/88' e� W aD v TYPE 1 'T" TRENCH SECTION T"tA standard Sewer PIP. 2°BC Typ H.m N.T.S. 29"Oiama<er Riser 27-1/2' O NOTES 6.Min.Concrete around ] a n er pipe&drain pipe 1.All work in public traffic subject to l b the City En roe CATCH BASIN RISER GRATE (n He shall be notified ways ie I approval y y bicker. 10.Water c sings that are within eighteen inches 1° arm Sewer Drain p Q s0 one day before any excavation i.started.Na backfill the or the edges of°ewer pipe shall have • DETAIL O p aha ll be placed until an Inspector is ovoilable to inspect and test the the non-portable line encased with six inches '0 w� N.T.S. backfill material. Tn-:s.a...:.... I Sl PI e � \ O K N (he of concrete ten feet(10')each side of i, i, �` • • > L.1 2.Type 1 T'Trench Section shall be used when crossing a public or private 41 wafer line. See Standard Specifications W road,street or driveway aeclion.A road,street o�driveway section is 41003(5). 2'of Plar lx Pavement J Z defin d a the under a existing asphalt or gravel surface plus four 11.Grovel base may be three-quarter inch(3/4') 3"of Plantmix Pavement 4°of Graded Gravel J O feet(4')beyond reach edge of the asphalt or gravel surface mat.on a th rty il.foot(36)w de street or 2"of Graded Grove Compacted Soil p W O a 3.Type II as Section shall be used between the edge o1 a tleveloped lees otherw ee t shall be one one half Compacted So l =w road. treat or driveway surface and a line running parallel with and ten inches(1 1/2°)ma.. LLl feet(10')from Me edge.A road,street r driveway shop be considered developed if it Is graded and open to public or private travel, BIKE PATH SECTION "A" BIKE PATH SECTION "B" Z d Tape III Trench Section shall be used outside of any type one or type two '' 7 �' GT 1/00 poop Bdrtou y-0' Z N.T.B. N.T.S. ~ 6'Min.Concrete Base H 5.Rock are... N.T.S. be excavated to at least standard trench width. 6. T'trench need not be constructed for trenches I...than save,inches(7') SECTION A-Ain Trpwel Banom smooch In`wih7.The Pont Mk Section.holl be two hes(2")more than existing but it CATCH BA.SN RISER Z t0 need not exceed a inches(6")in depth W . I I B.All trenching a hall conform to OSHA, revised standard for excavation. i� STANDARD SPECIFICATIONS 409,410 AND 412 STANDARD SPECIFICATIONS 401,411,412 AND 425 Concrete for manholes Std.manhole ring&cover outside street sections see Std.Dwg.No.M-4 Asphalt for manhole q@ street section spy, structural Soil noes hrings 1'-0 ore ® steel-1/2" he ht with n groov than installations. Brae grade cgs o O or .,.'>�'•' Distance to To, and n t a toilet ohs 4'plastic.ewe e e line corwine Wo nts sshall be seised thick r ry man wall Ion d Minimum lope=s1%so p th Rmma Nek uer anal) gg A 1/8'Per foal et on ice grouto ill yfore Puttng ZanOhole c 3 Prefabricated Y"or the lid to street de. 3'-O'm mum 2-45'Elbows lapping Saddle located bra in heights m Se°Note No,8 in top half of pip° Tapping Saddle Prefabricated'Y"or Required Future stub-out a Ta pPng Saddle located 45'Elbow All channel.shall have lateral canna ton r _ n top of pipe a 1'-0'radius Manhole barrel Prefabricated Y' a D• a es n height Tapping Saddle at n concrete base Required 1/2°Reber Sewer nlerceptor- Sewer latarol required _ 10'Da or larger leas than 10'Da. Grout requ red r 14 Grout PROFILE VIEW PROFILE VIEW Top of Ba per MANHOLE BASE SECTION A-A 6 0.1 Ft. Ft. N.T.S. A Mln o SI9pp_on�aae A 44 Connection for Connection for DIMENSION FOR THRUST BLOCKINGNOTES' 3"R r0 45'Bends ad' r & INTERCEPTOR SEWERS LATERAL SEWERS t. Base lemtona at manhole Darrel knoll be ma,ame ON the r^ F tt ng Teea&Plugs 90'Bend. N,T,S, N.T.S. top of the highest pipe �+1 &Wye, 22 1 2'Bend 2 Channels for future stub-outs shall be lined with plastic and _ q A PLAN VIEW PLAN VIEW filled temporarly wth grout Sewer serve 3 The n Invert elevators for stub outs and lateral connection �1 a••�'y NOTES: minimum anal1 be at the centerline elevation of the melnrn. Future stub o erl Connection for ppe or at the elevation whch matches the top of the lateral •� o later connection r mil( �V ''�'•" - _ _ _ _ _ _ _ _ t. The a owner anon ronatrutt an taus rho a Ing warand'.stall the NEW OR EXISTING Connection for with In,to o1 the mainline pipe,wnche,er is higher. -•G °ice _ �„y ''}:°':""''�•' 1 " - '_1 _ _ _ _ _ awer tap Tine from the sewer main to the building to mtlude under ew s rvic 4. All s e e e lines enteric the m,,hot,shall be below ° 1 •_ _1 " _ 4'_1 _ _ streets and.teal-o9CWC�. PUBLIC NEW PUBLIC SEWER the top.of the base and above the tanternn,of in c9u patted /�j° 6'-0' \\ NOTE: This table is based on 150 PSI mat 2. All tap.to existing shall be located in the upper half of the N.T.S N.T.S a bgrade Manhole base n pressure and Grout apipa11 2ooD PSF sou bear, Wrap all fitting, P'p s. trout n anted. the manhole at the Darrel. TYPICAL TYPE 1 MANHOLE SECTION height with g pressure. p gs with 3. Bawer to and lines to buildin shall be Installed b on pipes g N T S o pipe tops a wo y private c - arze o of NOTES: polyethylene. 6. The contractor shall provide all stub-outs as required tractors qualified to shall such work. _ by the City Engineer. STANDARD SPECIFICATIONS 408 O 4. No trench backfill shall be placed until the.ewer tap has been 7. The c ttete bases of manholes may be a five(5)bag mi. 1. The concrete for thrust blocks hall be five(5)bag m with 2500 PSI or greater trength. spatted and approved by the Wastewater Collection Dept.(736-2270). d conform a all other standard concrete specifications in r� 2. All thru to Mock°°hull be constructed of approximately one-third cubic yards(1/3c.y.)of 5. All sewer an entering a manhole shall be below the manhole base the General Notes cr to not less than sixs inches(6"`thick. and above the top hat(of the sewer lateral. B. Preformed manhole base,may be used by submitting shop- CY 1/.4 ADPEB NOTE 0 3. All water line,shall have a minimum over of thirty inches(30"). 6. An apprved tapping saddle shall ba required for all new taps to dro a to the Cit En in er. All deviations from this cT 4/95 TOP OF BABE NOTE 4. All water lines shall be ductile Iron Class 51 or greater. existing'aewar laterals. drawing must be clea Hy noted. GY 0/.8 Apnm xoTe e 1'g. (, C • F---i 5. No trench backfill shall be placed until the pipe d fittings are nspected by the Engineer. 7. All sewer trenches in public traffic ways sholl conform to Standartl 9. Manhole to will not be allowed. GY 1/.0 ABOOD Noce 10 \, ST. ^I -el 8. The pressure and leakage tests shall be completed In accordance with Section 410.04(3)D. Drawing Nos T-1,T-iA and T-1B for trenching details. ° p9 GY 3/oO.Nam arse nm(s). �' 'gt`'®'"�'p ~'� �1 7. All work shall form with the City of Twin Falls sandard Specifications Sections 409- B. An owner constructing a new publics war system in a subdivision or 10.When using offset manholes the Ild and ring shall be on the cY s/aO cxe.e'arse To.' O TRENCHING&sBACKFILL and 410-PIPE INSTALLATION. development shall t nstruct a s ar{op and service for each potential up stream aide. 8. Thrust blocks m y be formed with plywood to prevent concrete from covering flange bolts uer and attend it to the property line. V °� x m or drain holes(typ.). 9. See Sld.Dwg.S-9. 1p�/p/( U �O 2 l/ STANDARD SPECIFICATIONS 409 AND 470 OF\ t! DO NOT SCALE DRAWINGS (M1, CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT 24• THE JOB SITE AND NOTIFY THE ENGINEER OF ANY DIMENSIONAL ERRORS,OMISSIONS,OR DIS- NOTES' FIRE HYDRANT BENCH MARK SYSTEM NOTES: CREPANCIES BEFORE BEGINNING L 31/Y x 3'x 3'B'Caly.-L.L.V., OR FABRICATING ANY WORK. 1.All fire hydrants shall have the following 1.Top of c e shall not be Drake,, !i off,1/2'Did.Mud MChOrs 0 6'a.t. feature.: The City of Twin Falls bench mark(TFCBM) n� chipped,or ground off to lower TO Accommodate 16"Bar Grate A,3 1/2 toot bury m nimum shall be signified by a B'stomped on the ring and cover, 81 2 each 2 l/2 NSTlthreaded nozzle° bolt in the bonnet of the fire hydrant-s w.axs. C. 1 each 4 1/2 NST threaded nozzle work by City Forces 2.To lower the ring antl c r,the as 36' D.Dry-barrel type 6"hydrant COVER xi t ne.hall be removed and 12-26-00 C.STOCKTON E.Hydrant°shall be oil lubricated Cityy of Twin Falls bench mark to TFCBM N.T.S. no with a new cone. 12' F.Brook-away protection furni.had&in.talled by City 9( ) m DI-16-D1 D,STOCKTON 02-15-01 C.STOCKTON G.Colon:Red barrel,while 2 1/2"covers 3.Flush r gs and covers shall not and yellow 4 i/2"covers e• 25 1/2• be used" 06-17-02 AS-BUILTS All Paving1. or.Hytlrant valve ahollebe resilient wedge 12-" 24 3/16' a.Na m e man two(z)two nth(z") I.Main valve construction.hall be bronze to bronze or brae.to brass O between the rings and the cover, J. Main valve closes ith afar pressure 4 1/2"St.amer nozzle nag III-III d K.Approval type the City Water Superintentant Center of flange over. 2.Acceptable types of fire hydrant.are: 2 1/2"nozzle 5.See Std.Dwg,.M-1,M-2 and M-3. .Q A.Water-Co.,Model name'Pacer 100 12„ Sidewalk /Fire hydrant flange/ B.Mueller Cs„Model name;Super Centurion Min / break-away bolts 6.A minim f two(2) nd a A423 Curb&butte J--- maximum of four(4)three- !I .Q C.Clow Valve Division,Model na e;Metlallion J"min.9"max. quarter inch(3/4")holes shall 3.The hydrant bottom flange shall be ac urately vxowxG.MARTENS d leveled and plugged with ca suntil Undisturbed be drilled through the lid. \ P 99a a metal p �'`�"'''''' d the hydrant is Placed. : .Bottom flange /-soil base,I.A mechanical-Joint valve shell be used which D ���� shall be lied to the main with Reodm Rods. Pavement Cast iro valve box or Omin hole-If located in this Z STANDARD SPECIFICATIONS 408 d _ O if not bolted to the flange on the o etek must be an area cinder black 5.Thrust blocks °let of the f.II.win street aid.of rb t up part \ ♦wl 9: n nc ate block may be omitted. ! [) A, 1/3 C.V.of concrete not less than thrust block Vnrles C.STOCKTON a6 thick, I, E -al NOW B. 5 bag m x which has a thin.of 12 I/2' BY a/.s ! 3000 PSI oY 2/ee a >E 12-12-00 6.Concrete thrust block,shall not cover30' Y a/,, °anal ten flange bolls or drain hole(See Sod. c pso Nora a Dwg.T-2). Drain sump-1/2 C.Y. f 'fo Concrete thrust '0'c SHOWN 7.All hydrant related piping shall be `:" ck or gravel filed sto /'ewe r r :•: block,keep 4"-6" �� T T Trr m� TRUCK DOCK TRENCH DRAIN Class 51 ductile iron. :;'•: _/ - from nke •L{ U 1■L 1■ B.If foray reason a fire hydrant Tee from " 8"above drain hole. •. (See Note No.5) "a J04-99DET-AB N.T.S. with Bench Mark is moved or Main line Fire hydrant valve Cinder block support worked on,the Bench Mark Tay must be street Drain hole-If lacatetl In this RING must be re oved and turned to Bolt Tee to Gate(flange Wo of curb red N.T.S. !I me City of twin Falls Engineering to flange),o two(2)five- N.T.S. tin 9or block Deportment. ighth.inch r(5/8")Ready support squired. Rotls on opposite idea JUNE 179 2002 C13 li pipe frdom tee to gate areSTANDARD SPECIFICATIONS 470,410.02(1)(B)1) T I quire 2-0' NOTES: Varies Varies 6' V-6' 1.Standard zsfi)thirtynd ofoo foot idene�sl street shall ExrRuoeD cure6 s' z^ z" s; W STREET SECTION NOTES ins ( ) a e nc ,mp,,t,d Street Width 1.street widths to be 1,acc.rdnace 1^p gravel base .der cum and gutter. s o with the City of Twin Falls Master 1^Batter 2.Standard(44')forty-four foot arterial street section. ASPHALT .� o Z M Face or Curb Lip of gutter y shall include(6.5") x and...half inches c potted _ aY'Zr Street Plan or as modified by the i/q'R. ravel base ad.,cum and gutter. s .. Flow Line City""lower .2 __ '4 r. 1 1/2' 3 t rb tt f II M _ 2.Standard 36'shall Residential StreetCohe, ed gravel base under to and by it or a ,3a' � �r Section shall include: other street sections to be .feet on by City Engineer. 6" ads Q C 1/4"R. 4.Curb and gutter(19)nneteen feet long r less F� 2"Asphalt mat 1/2' or 3/4' �0 P' ne 3`� x Asphalt Plant Mix quires(1)) expans on .ter al Taint.Curb and F J d 3 4"Levelin Course 2"-3 4"Levelin ,I N yutter(20')twenty feet to(40')forty feet,requires o�` ` See Note 4 re Driveway Slope Tangent n C / g / g c urse _�., `2)two xpansinn material joints.Curb and gutter(40') `'1' The change.m slope a to Gutter R-lim, LL 1 1/2"Base Course 8"-1 1/2"Base course fart feet and tar er shall have material not to be grooved. Compacted Subgrode 3.Standard 48'Collectors Street Section �_ Y 9 expansion joints at(40')forty foot intervals(see Sttl.Owg.E-1 V, TYPICAL BALANCED DRIVE SECTION sh a'�nsPnuit mat-3/a"Plant . ., .e"°;,°.w a sad Std.So....401.02). BASE 1 4 N.T.S. Mix Only o,".a" " ."" 5.For concrete streets see Sid.Dwg.C 2"-3/4"Leveling course Compacted 3/4"or 1 1/2" 6.No section of cum shall be less than (4')four feet COURSE vo Q¢� 7'-0' Z 9"-7 1/2"Base course gravel base to bottom of street in length. Qq All other street Sections m be section(see sates) 7.Doakfill behind cum,shall nonfarm to section 403.03(13). EXTRUDED CURB SECTION y _� /�� ❑ 3 determined by the City Engineer. �F 4- Sip W ~ TYPICAL CURB AND GUTTER SECTION STANDARD SPECIFICATIONS 401 AND 403 N.T.S. N.T.S. p 2"Minimum Compacted W ss�. �Q� Gravel Bas a�a Expansion Material r I: (See Note 6) Of -III III N Expo.siot End.) TYPICAL DRIVEWAY APPROACH SECTION d 2" PLANTMIX PAVEMENT (T p.Both Ends) w Vl aim. Dwg.E-1 NOTES Mrs o 1. All drivewa has of the City En before Construction. - \ 2" - 3 4"BASE AGGREGATE y approaches require spec'° approve y Engineer 2. Minimum approach width for standard driveways: COMPACTED TO 959,MAX. DENSITY Residential 12 30 feet _ w Joint Use 40 feet 4"- 1 1 2"BASE AGGR. Commercial 30 40 feet STANDARD SPECIFICATIONS 401,402,403,411,412 AND 417 Truck 65 feet W OU COMPACTED TO 95%MAX. DENSITY 3 Speoal aRer al street drveway approach may be allowed or requred when traffic conditions rant rapid entrance and t movement.. STANDARD SPECIFICATIONS 401 AND 405 W S SUBBASE- COMPACTED TO 95%MAX. DENSITY 4 Drveway tapproach,,t over(12)twelve feet and lase than(20')twenty feet may have(1) � W z pis one can v jon O 5 Dr vaways o er(20')twenty feet shall have contraction jonts every(15')fifteen feet. - H Z �3 y (20' 30 di vewoy contracton font shall be centered) shaded area represents NOTES: SUBBASE MATERIAL TO BE APPROVED BY THE ENGINEER 6. All driveway approaches shall have expo..on meter al either of the back of the curb and Cris area used far AREAS FOR RADII PRIOR TO BASE AGGREGATE AND ASPHALT PLACEMENT gutter or at the back of the approach and shall conform to Sid.Specs.401.02.Of the calculatone (STANDARD) driveway does not exist expansion material shall go behind the curb). Z 10 Radius Varies 10'R. 3/4" AND 1 1/2"BASE TO BE CRUSHED GRAVEL TO 7. No cracked or broken,..tons of drveway approaches shall be Ieae than(35s.f.)thirty- N.T.S. 10'R.= 7:23 sq.yds. five square feet. W 7 15'R.= 12.24 sq.yes. CITY OF TWIN FALLS STDS. &SPEC'S. 20'R. 1].04 sq.yds. A5 9,3 25'R.=21.]6,q.yds. P Expansion 30'R.=26.46 sq.yd.. TYPICAL PARKING LOT SECTION See Note 1 Material Req d. N.T.S. 15'R.-30'R. N.T.S. Vwh'ml Standard p 7'-0° 1'Per ft.slaps Curb and gutter or curb oEmR4rnE&nc"w4u s'Wide Match gager s.4rae only may be used e Sidewalk Q' O and Std.Dwg.C-3 b o d sta,spaoa.aO3) Tapered section or 2"Minimum mpacted / \ radius may be used FREE DRUNWC 6YY(-R. gravel base(see Sid. A Expansion Material Required Specs.412) SECTION A-A p JO' STANDARD CURB CUT RAMP NT.s. -o vases AT INTERSECTIONS AND ARTERIAL APPROACHES Traffic Control Block 'f"aN5 FOR THE PHYSICALLY HANDICAPPED �'p, See Std. Dwg. H-1 NOTES, N r.s. (Typ.) �'I? (( /X tj, 00 9^Rus H T W F x V 34RS 'H'H4RS 'F'&FRS '9'eaRS STANDARD SPECIFICATIONS 401 AND 402 ADA Standard \� ,AJI/„ ''1up' III ADA Standard -R Q 1. Parking bumper block as required to prevent 4'-0' 8' 3'-0" 8' 6" M4918'O.C. �4®iH'O.C. /4®18'O.C. /4018'O.C. (snide a aess to be determined by City Engi...r Ramp Access Romp Access see Sid. A-1,A-1A,A-1B and A-1C). 6'-0" 8" �491Y O.C. _ CONCRETE: 3000 psi-28 Days v 1 x T Reinforcing Steel:24000 psi W ►�4 NOTES: Standard 4' See note 3 Q 1.�bnrri.rs ore C...rete Guardrail (see Sid. Dwg.G-1). Valley Gutter A 2.The length of the barriers required is determined by the RETAINING WALL TYPICAL SECTION ^"�I width of the street and shall be approved by the city 3.O cen the street is accepted for maintenance by the City of Twin Falls,the barricades become the property of the City of Twin Fall. TYPICAL ARTERIAL STREET DRIVEWAY APPROACH N.T.S B!� J pRti�Etil Cum&Gutter Direction of flow-a 7 1/4"Rise Top of curb elevation must be 6" Fl.wline j-higher than top of curb at street steel Diamond Sloe 1 4^per foot- Lip of Gutter I t 2,000 3/B"Flathead stainless steel Sidewalk plc a psi cap screw countersink 6 e 3 8 er foot- 2' pj' each per side minimum _ DO NOT SCALE DRAWI 6'Wide Reflective Stripes Standard 4' CONTRACTOR SHALL VERIFY Black and white or Taper-� Valley Gutter CONDITIONS AND DIMENSION orange and white I' Y I' SECTION B-B THE JOB SITE AND NOTIFY N.T.S. ENGINEER OF ANY DIMENSI A ERRORS,OMISSIONS,OR R TYPICAL END OF STREET BARRICADE A E _ N.T.S. r. OR FABRICATING BEFORE BEGIN sped 8 n OR FABRICABRICA TING ANY WORI Compacted gravel / base (6"minimum) REQUIRED PLATE THICKNESS Ex90xS 6" Concrete OR 2" Ashpolt B� PLAN 1%2".3/16' angle s a. Tnick...s Diamond plate N.Ts. I,"w/a hors, 2-28-00 C.STOCKTON 2" Compacted gravel base 6" Compacted gravel base 7 drilled&tapped 1.0' 3/16" 7 t5' 3/16" 02-15-01 C.STOCKTON Expansion material Exponaion material 2.0' 1/4^ 2.5' 1/4" 06-17-02 AS-GUILTS 3.0' 5/16" SECTION A-A a:o' 33/8- N.T.S 4.5 7/16" So,.ifie m on 1._O.tt'I 5.0' 1/2" a plan.0' in- 5'maximum) ��y}\ST SECTION A-A N.T.S. STANDARD SPECIFICATIONS 401 AND 402 q .-n G.MARTENS 2) #'4'S CONT. 1.E pansion material shall be required every(µ5')fifteen feet a OF tO 4tl1 C.STOCKTON Dand when adjoining any previous concrete ark(see Std. j D, wg.a-1 sad Std pecs.401.02. L A C.STOCKTON 2.Expansion material shall be required behind the sidewalk ♦wy where ever there will be o a driveway,walk or structure N - (see sea.Dwg.E-1 sad Std.So,,,.401.02). NOTES: h 2-12-DD 3.All cracked or broken sidewalk shall be rejected.-pt as _'e'. indicated below: III 1. ADA Standard ramps shown in dashed lines are alternate a).There shall be allowed wit one random crack perpend- _ uteri to the band within the middle(i par ne 2" - 3/4" MAX. IOC.{IOnS when sidewalk does not continue around radius. AS BiJILTS w>: SHOWN third of the(5'i)r five foot sidewalk section per(300') - Il 112" 6" BASE COURSE 2. Curb and gutter shown as dashed lines at the end of the twenty three hundred linear feet l sidewalk. b.)There shall be n.seams leas than(zsa.r.)twenty- foot (20') returns may be deleted. .sa. 304-99DET-AB fee square feel when smewalk is remoxed a.d/or 3. Reber required (see Std. Dwg. V-1 and Ste. Specs. 401.02). p1O00d' THICKENED SIDEWALK EDGE a. .axes may if (3/4')three-quarter roan max. . p 1/z'� 4. Expansion material required at both ends of approach when curb 17 1 o.a one-STANDARD PEEnch max.NS 40 gravel(see Sid03 Specs.412). MT.& and gutter continues (see Std. Dwg. E-1 and Std. Specs, 401.02). DUNE 1 ` , 2002 �1 srANOARo sPECIFIcnnarls 401,402 AND 403 5. Pointed directional arrows and stripe as required. STANDARD SPECIFICATIONS 401 AND 405 W � W z — z Q x Relocate 30"RCP I � `�9� I � Construct 8' 0"x 6�-0" � � Sand i ep To elevations shown on S_ — �` , -- Profile W YIf�Rih� FUTURE DEVELOPMENT sta. 1+sD2s, use a °" ::.._ � Y Construct Std. Catch Basin j 'dCt 0 25 50 100In LJ m Sfa. 0+00.00, Lrne A Q / Construct`Std.iWch Basin Sta. 3+21.12, Line A - 1 SCALE IN FEET 2A V Construct Std. Catch Basin a - ,;a j W ✓ `7 � '�sy, IA .,./f ,3f� g, t I \ ` c�m Z Z O z g• - - 14 O W 4 _ :: Z PS f t 5 45 Exislin 0 a Se er ° torm Drat nch g -wre v y —_ -' to be aban n on r -- �, s Line W1 Fabrie- i` after c o t — - q I ee de 14 of Pro ry Se A � W ^' 11 W � u W � 8" FU 8" 3 µ"lY 4 �V O CY O 's y W ss.0o \ Rev. 06-17-02 AS-BUILTS i 140.01Y Rev. 06-05-01 C. STOCKTON jTU_m"�. - 3rr uw ., i i rT Rev. 02-15-01 C. STOCKTON -ROWD G. MARTENS Rev. 01-16-01 C. STOCKTON oEs�R C. STOCKTON Rev. 12-28-00 C. STOCKTON DRANK C. STOCKTON AS-BUILTS -AL, SHOWN 00 -99storm... JUNE 1792002 ­710 VERTICAL: 10' NORIZONT 1": 50 !il ........... .... -.. .. ..........- .. .. ... a 3630 '�_.._ .... . ....... ... .. L..... ,.t. S _ _ _ 3630 _ . _._ _ q o 3620 . .... _ _ _.. g¢. _��. .. ��.._ _ _ - . o ...FW7 3620 'I. + ExistingGround'. � s� Nz e en ion eo a o P oposed Grade ¢ z Q wi 3610 Proposed Grade: 3 �� 6"maxi Stor s _ . Retenti fevation.._ .. _ ... /tg/v/3� -- — -- I � " .� � it :.. �xpP 3610 on Trohrh 3600 - -- ---- -\--- __. ... _....... ....... .. _ L. - - - - - - -- _. 3600 y 6"Water Line ----- _ Existing Ground; 3590 160.26'LF. 8 PERFORATED 1 0.87 L.F. 8" ERFORATED �1 6.00 LIF. 8" ERFORATED 9A.57 L. 30"RCP e3590 PVC®$69%: if PVC® — PVC.® ... .__ .. OAi%A.B. . 0 AB 034X AB w 9.89X Q PQ 3580 0+00 1+00 2+00 3+00 4+00 5+00 6+00 MANHOLE A-1 EXISTING SANITARY SEWER STA. 0+00.00, LINE A" TO BE ABANDONED AFTER CONSTRUCT STD. 4'-0"MANHOLE PROPOSED SANITARY SEWER U w -00 EXISTING SEWS, "s S T D AND APPR-- �- ��- a � Y1 EXISTING S ER e C > e RXI 11 MNN� 5 ev c� 5 i TO BE ABAtJ D AFTER p�> FORCE � � �s �/ „" ;' � � �, PROPOSER'SANIT ER � �° 5= D G SA IS TESTED AND Al f 0 25 5o too W m NHOLE,, / W ���� A 1 m J � IA e - SCALE IN FEET W o" TAE 2+0 — ��� � 1+29.63, LINE A°-, w TRU(T' 3 w TALL 113 L.F..6" _ Z SERVICE LINE STUB T J w ,psi El. ',, 3613.20 z W/C EANOUT® 60' w ' 10+37.24, Lf f� -� E INST*n FI�' 6' INSTALL 29 L.F. 6' 44 b ; � �_� ,�� SERVIEI�"STiJE? SERVICE LINE STUB - z o A2 o EP ELEVF_,3611.00 - J611,00 0 -� `_''•. � ►�' .",' i� 18C8' H2OUS SSE- � - - � ELEV STA. 9+10.95, LINE 'A" y a v � ' CLEANOU o ► / �" v INSTALL 49 LF'6" �, ra SE ICE LINE STUB - 2n2ojs�� 0 ADJUST RIM ELEVA A e W U " INHOLF A-3' ;, o0�sg. � - XISTI MA ® E A oo c S +Do 30 � ,Tn 3+12.58, LIN �NSTRUCT STD 4"-0" L� � esm 7+62.51, LING ---f anouts \ f P`k5F I z �� � �k 6 \ W �r-� - _ _1Q0 tita abi� o S CAS \,�, � O 44,`LINE �� ro SfRl4CE LINE STUB Rev. 05-30-01 o XISTING UAL HO Rev. 03-16-01 II Rev. 02-15-01 II I n 3 a l -28-00 MANHOLE 'A-6. \ - - 11 _ Rev. 01 16 01 MARTENS STA. ]0+34.39, LINE A° Rev. 8 16 01 TCM IHOP °�a" C STOCKTON ' \ J i CONSTRUCT STD. 4'-0"MANHOLE Rev. 06-17-02 AS-BUILTS C. STOCKTON 1 y/ MANHOLE A-5" \\ AS-BUILT S aA 12-12-00 STA. 8+01.85, LINE 'A" \\ \ \\\. scA�c SHOWN CONSTRUCT STD. 4'-0"MANHOLE awa."a304-99SAN-A MANHOLE A-4"" JUNE 17, 2002 c9 STA. 5+69,30, LINE A" CONSTRUCT STD. 4'-0"MANHOLE SCA - VERT CAL: 1 = 10 .... :....... ..... .:. ... . .. :..... ..:.. . . .. ...:... ... . ..:. HORI ONTAL: 1" 50' _.. _...: . _....... .. . ... S o _o .. _. _. ... ... _ _. _ _.. N p N p o QI S V 1' 2 Y 1 C v M V .. :. 2. ... .. ... .. ... ... ...... ?f... .............. ....... ... ... .......... 3630 wo w h W h 3630 .. OU � � ',� �H U O 3 Z 2Q2 : QN Z K O v~i U � U O Q JIM EXISTING ROUND: 3620 PROPOSED G DE _, .. - Rio n Water Line water S /8f/ 3610 - _ a a er a ce y'o Crossin £ P't'� 3610 ------:�--'- __ _ -- - -- — 6"Water On,_o 6 Water Line _.. r.Line ....__.: Sta. 8#45 to ta. 8+65 PROP SED GRA E Concrete Erico eSdn tary Sewi--. ... ... -. ... ... _. ... .. _.... 3600 now p EXISTING GRO N to Protect ag'nst damage 9 during Water Lae Installation 3600 d " 208.53 LF 10 05 LF........................ .... ....- 256.2 L.F..,._... -._..... .......... .... ......... .... .. . "•.232.5..LF . ... .. .. ...232.54 LF....._. ... _ 95. 4 LF..... _. _. ... --. ... .... -_ ..-.... 1 8 SDR 35®'+-96f� 8 SD 35®-7,A?% 8 SDR 5®-B�f9% 1� 8 :SDR 35®64BJE 'SDR 35® 8"SDR 35 3590 9sx s a -A.e. AX 0A6% e.a oweac- o�c- 3590 13 mI 3580 c `� Z 3580 a a a a o .. . v>� 4. O W' of "J, W V;f aO' r`: 10 b: N o> rn ao N GO .� h rn. ^ �. b. : ^ : b m ,O b 10� C. ,p 16 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6400 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10400 10+50 11+00 -v TrTact -B- )I A fl 3 6 0 _ BIKE 1RAOIL ACCESS Z � Sto dord 4° b -y ' 173'31 Z otter » g 79.65' =' A.B. 1p 34 pp' 8 3 Ston 0 I 3'R 3RA ;orq 4"Cub & utter LLIJo q 3'R 3'R 34 o I� 1 SCALE IN FEET 7 1 6 3 R 00 B 34.00, % J'R �� ew.a W V) o i � 360 4 / 1 3'R A. .� 3R 3R CD (� (j 3604 / vJ J � f o w J � 60c ��0 A. 1 74 p' 3'R — �� V 1 � M n J / Ld o / 63 61 l 3R 1 �.,— 0 3 / C� 16 %� T Z N J 9 - 0 2) - � \ zoo' �00 20. �S O0' ZO 00' Extruded Cu b 1 } N Y/1 CT Q � VV 24 00' v 20.00 O Extruded 24.00' C (TYP.) 3 9 JR 2 , - 24.00' / ' .. O � 70.00' 20.00' _1 24,00' M 20.00' ` 20 00' ---- � O Z4,00' _. 20.00' 20.Op / 67C�i 3R lzoo l 3R A.B. 3R 0 y 3R tip° �7 17,00� Q/Dz '36.1� 3R „PI/C Roof V V 17 pp� N 1�Mil 29. 3RR ----- q Thickened Edge Sidewolk h _ O S Extruded Cu _ _ Bike Path Access e � Cub �TYP� 3 3R ry Ed9 ewo& � -- CONSTRUCT SIDEWALK SCUPPER \ 36 140.00E -- -- --_ TO PROVIDE DRAINAGE `w q ��}} DO NOT SCALE DRAWL CONTRACTOR SHALL 61 J `0 3I__7---- v I \\\" \ � (a� `\ THE OJOB NSTENAND MNOTIFY NI Y \.. 5.1 S,F, s Roof Dram t0 sp' y ENGINEER OF ANY DIMENSR -- $tOrRl Sewer C 0 - L��a� 28,SS \ } ,.-` ERRORS OMISSIONS OR 1Q 0E �. _'°o ° \ � �5y Fd fy CREPANCIES BEFORE BEGIN vv 1 I III � �p ��1 "G9 /\ � � R FABRICATING ANY WORN 1 z p � � .?o o •E9 . o m �,• �b p't' 12 28 00 C STOCKTON , Rke av " - 02 13 01 C STOCKTON MICHAEL'S _. _ ��//�� � CD do 03 15 01 C STOCKTON _ _ , 06 05 01 C.STOCKTON F 20,120 S.F. 4 404.1 S.F. �_; h �/��/ 07-06-01 C.STOCKTON 39 �� •. "�� 06-17-02 AS-BUILTS T.J. �i� 3� MgXXo N .00 o 26,000 S.F. - -- .42' o F.F.E. =36 2p. 24.0p, �� ��P // � 1 C WON G MARTENS 04 J 00 o TENANT % 4 o �\ 39 0� F. o �- � IN � °E94H C.STOCKTON — o � 0 S. � � 1a.0a' o_ .�, N F.F.E. =3616.0 / 36 2a oo` STOCKTON 0 / _�_�----- 6 N g '\�..,..�. 12-12-00 I A.B. _ _ 3R =20' __ ! ,'. JP • '''..• m.o nc 304-99dim-AB.dwS 304-99 AS—BUILTS JUNE 179 2002 c8 I � Q � __- !ke Pa the����!!��ii ' . _--%'' • � o Q o a 9 d J v W n Ln 1 ' Q) 0 �x v°� FUTU - RE DEVELOP r) MENT N '� � w B9 � 1?6 �, j� � � e \ �• o e � Top of Wall-shalYextend 12" /' \\ above grade w/fence 00 0 See Detail Sheet C14 for details ) / � 93' T 3605 00 Remove Existing Fence - rf :Iwo � �o I coI Prp i 0 Cur t� 1 4 Construct Retaining Wall to W o w for Access Road 3609.8 �' a w�Chem Link`Catp 24 I protect existing Lift Station W I 0 ('`) 4 z \ yp J RIM_ �� SCALE IN FEET 36C7 A B. --- 384.64`0¢g, [&� o O � N B. 15Q l � � R3609.8 v' � 3 2881' a _ ;B AB 7W 609.8110 .B. 311 3!f 34.00' W , oQ 34 �& , ` J 3R � N 3 R �, �. B u: 8" . ---- 360r; 17 3R a� 16 -----� B. � A 60 { 3603 �_ 3c' _. 17 1 3R3R __--. 00 .B. „ 17 3R 3R �� 7400, 17.00, 16 ?�QQ, � ,,, ,. __ 36 :. S 3604 _ O 36 o 20.00, 0 % r� - IJ V 20.00, 24.00' 20.00' S \ 20.00, 24.00, — q 60 n� �., 0 20.00' 3 � 3 _ 21).po' 20 on, 20.00' 24.0o, 2fI � �, 1 1 __. ��" t��1 _ M DO NOT SCALE DRAWINGS ..Jg' .t -_-. G t J4. CONTRACTOR SHALL VERIFY ALL _y �' �j iS ' CONDITIONS AND DIMENSIONS AT / =,[ THE JOB SITE AND NOTIFY THE A.B. \. 'R 3'R - /fib l� �7E' ERR ENGIORSR OMISSION OF ANY OR DIMENSIONAL DIS 3�QQ, A.B. R 15 R 3,R 10p l ..,Y f,T' OR REFABRICA BEFORE BEGINNING < OR FABRICATING ANY WORK. �\ 3R 34.29.00' 3R 3'R A.B. o —------ o / T�ov o� - C.STOCKTON - . _. R` 11 LD. 02-15-001 C.STOCKTON � A.B. 3R 03-15-01 C STOCKTON A.B., �/ - 8 17.00' 3R ,�� 34• 0' _ 06-05 01 C.STOCKTON --- _ 3%7 07-06 01 C.STOCKTON 08-17 01 T.McBride IHOP 3R 3R 06-7-02 AS-Bums _ p " G.MARTENS _ C.STOCKTON L u 2 R C.STOCKTON 1 j- — - 01.5 _-60.0 _ 0 o, � 212 00 �h s'R � S.F. r I � - ------ ---- - x 1 20' o . � — J .... YM-, 304 99dim A �" - ° �.F. _ _ '� ''�,ylII ,�..o. 304-99 AS—BUILTSE 17 "22002 SUN c7 TENANT m p o \ I 39 0 0 000 � O o S.F. 16.00' �• `� N_ F.F.E. =3616.00 3e a4o / U W C z m A.B. _ _ t vi 00 a0 1 0 -- — .42' 3R U) z N 24.00' �` Q a I o R �`S" A �_ o 8 Xo \ > 3615 g - — 0 rRASI-J _E�2c - 12°Trench Drain w/S"PVC B.00 � � ] COMPACTOR d_ �� �� 0 2 �/// L� i o^o a ry w ly 12"Trench Drain w/6"PVC 0 5R ���� W o? fD Storm Sewer a W x z ~ oof Drain to \ o 0 20,Op' z A.B. R o ('16 24.00'; o W V _ N 3R 1 O ABW-1 1 12 {-�,. Ihtcke ed Ed O 12 24.k 15730" 9e Sidewrk N / q A.B. / 7 6.45' 13.00' 1A. V. 3R A.B. S 0 Q) 24.0 ELLC� � Construct Ste' s � � �\ BIM,-10 3 B. N � 1Q p' N '_� C 0 ` �� 30 A.B R ry N ( � F--m 3618 3616 \\ �\ 32 g DO NOT SCALE DRAWINGS o f I CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT / THE JOB SITE AND NOTIFY THE / i ENGINEER OF ANY DIMENSIONAL E C ♦ Stand rd2 " / ERRORS,OMISSIONS,OR DIS- 1 IIII I P rl Y`Fe JC I. -- CREPANCIES BEFORE BEGINNING GUr CC G tter R FABRICATING ANY WORK. 0 CGnstr cf Standard 0 A.B. - 3 m02-��-�C.STOCKTON C.STOCKTON � 03-15-01 C.STOCKTON Hondic p Ramp _ "rf CDI e 4, � YOpao 07-05-01 C.STOCKTON � LDM 06-17-02 AS-BUILiS Oft rtOIII Ll 5.88' y�R G.MARTENS SpR SOA Standard 24"Curti & Gutter ti " . �� •: A 1 om C.STOCKTON III III , C.STOCKTON - - ow 12 12 00 0 10 20 40 III III �_-,""� � �— --r��-�-�.) -- -----�\3 6 SCALE IN FEET - --- ---- -- - __ -- 1 _ III "'E 304-99dim-AB.dwg e xo. 304-99 AS-BUILTS JUNE 179 2002 C6 - �� e�� v 20.00' 3612 v 24,00' _ -360 W F, 20,00' Z M 24.00 / o 0 20.00' 20 00 --?4 00 J 3 24.00' �A ._- a 7 20 p \ ' 20.00' 20.00' 6a� V) z 20 00'> \ } . / •- - �. �. � fru ' � ems_ _ - � 5 A.B. R - JR W d 34p A.B. o 0' y ' R 3R,k-ZOp' � f 3'R 34. r ` V) w 29.00' A.B. o o W,o dR 7j � o A.B. 8 �R W A.B. 3R _ z (7 12 P 3R W a� �f \ ^ --- - — �C Roof Drain 19 Min. 7ZOp� 3R ° 24 StoYm Sewed �\ Tr— N" �201.5 S.F. - .00, / fruved �� 5 R �. 18,180 .F S DofeerSt 3611 - 3� 8,000 S.F. -- ® 13 20, -y 61 i 1 S.F. . 375 � I W � C FAMOUS FOOTWEAR � ,, - A S � O w o , _ - _. _ MICHAEL'S I i STAPLES - - �1 8,000 S.F. o 0 ,0 20 40 I �' 24,000 S.F. F.F.E. '615.00 20,120 S.F.SCALE N FEET 14.0 ' - �� F F _ O OLD NAVY -�- cC E. ='614.00 = F.F.E. ='615.00 �" 614 rn 17.730 S.F. co _ 614 - F F E. ='614.00 «> 3'R = - _..._ f W I p0�18B. ! I I 36 __ _- Catch Basin Dry WetF-� l" - DO NOT SCALE DRAWI ELE CH j F"� ,p'r CONTRACTOR SHALL VERIFY 36 --.. n r'�✓ p\ST¢Fp��r CONDITIONS AND DIMENSION C pENGINEER OF ANY ERRORS,OMISSIONS,OR 300-30 U BEGIN J -Jj __II(r_.___ �.'� / �� /� �° O OR EPANCFABRICATING ANYT E JOB SITE AND NOTIFY WORK WORK ��ECsr�rm-�,� �taun� AEWs�� on fru G-- .- 6"Roof Drain �O 30 —3U' U i --- 12 28-00 C.STOCKTON 24.00' _ — 4.00' o - 1� - �� � _ 02 is of C. sTo�c�oN _ - 06 OS O1 C.STOCKTON =.4 07 O6 01 C.STOCKTON 06 ..�. A.B. _ ~ O -17-02 AS-BUILTS COMPACTORIM TRgSH n 01 T.M�Bdde a A.B. A.B. G.MARTENS _.._. �_. �- = z _- ---=�-_-_-"` ate-�,..- C.STOCKTON - Con true /k _ STOCKTONC. A.B. -__ _ A� ` — 12-12-00 B gConstruct Stairs - 304 99dim-A Bw 304-99 AS-BUILTS JUNE 179 "22002 C5 CANYON PARK EAST LOCATEDIN B I 111' S' A S j z SECTION 34, CAIV�Olv .4 PT JUNE TOWNSHIP 9 SOUTH, RANGE 17 EAST, Z 0 M0" AIN1002 < 7�- BOISE MERIDIAN, - V� TWIN FALLS COUNTY, IDAHO L 2000 SIVAIq- Q) /V E� �0/v Q) 0 3605.OQTG 02.GGT (h 36 G 3599.00TG > 17 3606,70TG -3609,1 OTG Xv rt4 3598.00TG V) A 00 3605.00TW 3605.00TW OTC u z -3609.40TC o 50980 1609.1 3609.80TW slope 114 Fxlslin, 3�1 54EX co ux 36:018.70RE pw 19a9 3608 6/L)3 111W11 4Ct ol 9�43,Ac. 3608 09EX 7Tq -I I i I', ::::: 608,38EX Z') 3 09.40 9.40 z 0 25' 50' 100' 09.IOTC 3608.22EX 36 40TC T z - C -3609 S IN FEET V !iT 609, 360 3608.08EX -36 C 609 TC - q 8. -3609 3611.OOTC 361 U.0 7 1 if�*36 10.10 TA 612.8 �.80TC- 3608.1�E?Lp .15TC 12.1 z_ 36 1 361�OOTC 3619�.03EX 3613\OOTC 4 C 3�09.29EX 5�3.90TC w Aa �14.00T 4.21 TA 36N.32EX 14 30TC �04.00TC E-4 13614,30TC ITA C/� '�z 361 7.20TC- OOTC 3615.00TC �b I J.9ti III 13614.95TS I I i I 3615.20C 3617.00 3614.95TS 3615.20TC 3615.40'TC ;OTC 6�11.q70TA J614.95TS 361 3617,40T 561; TO 3615.00 3615.95TS T44EX 360 3615.95TS '3"615-80TS 3615.25TA --3615.001 3609.1 9EX 3615.1 OTC 36�15.50TC 3617.IOTC- �36 5.50TC 3615.00TA 3610.70EX 3614.95TCC 3610.00TA 361 7.80TC 36 12.13EX 3613 95TA �15 TA �4 F 614.95TCC 2 3616,00TC /7 70RE 3 5T 7.00TW 3613.9 cc 3 361 I.00TA �614.95TA 3611.00 3615.80EX I 3614.30R -3614.80TA -3 14.75TA DO NOT SCALE DRAWINGS IqnrF� 3615.80T�, 3615.00TA 361a751­4 3615.95TS 3617.00TC CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT 12 T 3619,50TW HEIJOS SITE AND NOTIFY THE llridg., vi, ... .... No NEER OF ANY DIMENSIONAL ERRORS,OMISSIONS,OR DIS w B11d. 3613 6OR 12 CREPANCIES BEFORE BEGINNING 7 7 -3615,8 TA OR FABRICATING ANY WORK. TA ORE -3615.30TA 3618.00 4 -3615.20TA 12_28-00 C.STOCKTON 13 0- -01 C.STOCKTON 36 1.000 5 2 15 -18-01 C.STOCKTON 3616.25TA 3614.8OR 03 0-05-0 ' TO K N ;C S C TO 3 OTW 0 06 0 C STOCKTON 3 08_17_01 T M Bode IHOP c 'k, 0 06-17-02 AS-BUILTS RETENTION CALCULATIONS 0 4DM L E G E N D TO RETENTION CALCS. 6 7.75 A-­ BUILDINGS - 151,95G SF. 1,6112*�95*151,950= 19,247 CF. Existing Curb and Gutter Existing Top Asphalt Trull -14 3619.00TW G.MARTENS ASPHALT - 528,864&F. �.6112*.95*528,864= 66,989 C.F. 2 W8.7 C LANDSCAPE- 38,387 S.F .6112*,20*38,287= 1,021 C.F. Existing Curb Proposed Top of Curb Grade �14*�r. C.STOCKTON SOB-TOTAL _8P,_25_7_UF. Existing Standard Light Pole Proposed Top of Asphalt Grade lix -3611 .75TW 3 1 .5 1 C,STOCKTON PRE-DEVELOPMENT 719,201 S.F. 1.6112*.35*719,201= 3�,562.71 F. -14 -----3619.60TC TOTAL 53 694.29 C.F REQ'O. Existing Sign Proposed Top of Concrete Grade 3620 OOrC PROVIDED 3619.75TC 12-12-00 Proposed Brick Pavers Proposed Top of Sidewalk Grade 3 �TC 1,,'01 DRY-WELL TRENCH - 135,000 CU. FT. 135,000 * 0.40 = 54;000 C.F PROVIDED 61 Proposed Curb Proposed Rim Elevation -3619.75TC 4 990e-ABA.,; REQUIRED PARKING PROVIDED PARKING Proposed Curb and Gutter Proposed Spot Elevation if I , .-1 2- 1 1 - -1 11 . I HOP 75 SPACES IHOP 75 SPACES Proposed Top of Wall t 3619.50TC �4 99 FUTURE 213 SPACES FUTURE 21� SPACES (Denotes Future Porking) Proposed Top of Grovel J�ki�o. RETAIL 580 SPACES RETAIL 580 SPACES (4.00 spoces / 1000 sq,ft.) TOTAL 868 SPACES TOTAL 868 SPACES RRIf)GFVIFW REPREMEN7 CENTER