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HomeMy WebLinkAboutHOLIDAY INN EXPRESS SITE PLAN3" MULCH 3" SOIL SAUCER BACKFILL " lyllll<TR.TIN AIRCRAFT CORD, GUY WIRES HOSE (BLACK) 1�1/2"DDIA. 3" MULCH 6" SOIL SAUCE BACKFILL STAKES, 2X2ES, D LG. WOLMATAKES IN. PINE IVI AKES, DRIVE STAKES MIN. 3' 1 B IN INTO GROUND. STAKES SHALL BE PARALLEL AND VERTICAL, TOP OF STAKES SHALL BE EVEN. n- SHRUB_PL� G TREE PLANTING N.T.S. N.T.S. CITY OF LA PORTE DEPARTMENT OF PLANNING AND DEVELOPMENT LANDSCAPE ANALYSIS FORM A. STREET TREES: Length of pro erty line in lineal feet as measured along all sides of the propertyfronting on a ubRc street(si. �2.0plineal feet30 = 7 Street trees required. Staff may create an�ar ificiaf lot) B. PARKING LOT TREES: Number of new parking stalls to be constructed 69 /10 = 7 Parking lot trees required. C. TOTAL TREE REQUIREMENT: A + B 14 total number of street and parking lot trees required. F. SHRUBS: (Are required for new or the expanded portion of parking 70 lots) Total number of Street trees required, from A above X 10 = shrubs. G. LANDSCAPE BUFFER: 6' high screening fence, or 15' wide evergreen planting strip along the total length of property line adjacent to existing Single-family. residential, or limit of expansion adjacent to xisting single-family residentiar (Site plan must show land use on all sides of the property PLANT SCHEDULE SYMBOL KEY QTY. SCIENTIFIC NAME COMMON NAME SIZE REMARKS QV 7 QUERCUS VIRGINIANA LIVE OAK 2" CAL. STRAIGHT SINGLE TRANK FULL SYMMETRICAL HEAD 12'-14' HT. X 7'-8' SPREAD QS 7 QUERCUS SHUMARDII SHUMARD OAK 2" CAL. STRAIGHT SINGLE TRUNK O FULL SYMMETRICAL HEAD 14'-16' HT. X 6'-7' SPREAD PN 35 NANDINA DOMESTICA NANA DWARF PURPLE NANDINA 3 GAL. 30" HT. X 15" MIN. SPREAD O "PURPUREA" FULL POT, 2 YEAR PLANT 2'-0" o.c. LJ 35 WAX LEAF UGUSTRUM LAGUSTRUM JAPONICUM 3 GAL. 10" HT. X 15" MIN. SPREAD FULL POT, 2 YEAR PLANT -0" •.c. SS FULL ATENDTAPHRUM SECUNDATUM SAINT AUGUSTINE SOLID SOD GRASS GENERAL NOTES 1. ALL PLANTS SHALL BE FULL POT AND HEAD, SYMMETRICAL FOLIAGE AND BRANCHING STRUCTURE. 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION OR TRENCHING. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY DAMAGE TO UTILITIES OR OTHER IMPROVEMENTS. 3. GRADE SURFACE TO ENSURE AREAS DRAIN AWAY FROM STRUCTURES AND TO PREVENT PONDING AND POCKETS OF SURFACE DRAINAGE SPREAD AND AVERAGE OF 1" SHARP SAND OVER ENTIRE AREA TO BE SOLID SODDED. HAND RAKE ENTIRE AREA PRIOR TO SODDING; OBTAIN OWNER'S REPRESENTATIVE'S APPROVAL OF GRADE PRIOR TO SODDING. LEGAL DESCRIPTION: 4. ALLOW FOR FINISHED GRADE AT EDGE OF WALKS AND CURBS TO BE A MINIMUM OF 1" TO 1 1/2" BELOW TOP OF SIDEWALK AND CURBS AREAS SO GRASS WILL NOT HOLD WATER ON WALK AND SHALL BE CONSISTENT ALONG EDGE. 5. LANDSCAPE CONTRACTOR TO COORDINATE AND SCHEDULE HIS WORK WITH OTHER CONTRACTORS WORKING ON THE PROJECT SITE. 6. IRRIGATION SPRINKLER ® ALL LANDSCAPING. This is to certify that the City Of Laporte, Texcis has approved this site plan and development a Ak .T7n _ in conformance with the ordinances the City of La orte. By: rectorl P ning Department I, am registered under the laws of the State of Texas practice the profession of engineering (or surveying) and hereby certify that the above plat (site plan) is true and correct; and that all bearings. distances, angles, curve radiuses, and central angles are accurately shown on the plat. Sig, print Big. Texas Registration No. Seal S This project has been designed w/ ZBOA appmal as listed below: (/ 1. Special exception #SE04-009, dated 9-23-04 granting parking space size to 9'-0 and maneuvering aisle as 27'-0". 2. Approval for Variance #VO4-009, dated 9-23-04 granting maximum height of 60'-0". EXISTING 12" S.S. [—i EXIST.- P.P. O r� or_ Ot `V✓PROPOSED — E-i 1" IRRIGATION METER POTABLE METER BEING A 1.3214 ACRE TRACT (57,560 SQUARE FEET) OF LAND AND BEING A PORTION OF LOTS 8 THROUGH 16, ALL OF LOTS 17 THROUGH 26 AND LOT 7, INCLUDING A PORTION OF THE 16 FOOT WIDE ALLEY ENCLOSED THEREIN, AS VACATED, ABANDONED AND CLOSED BY THE CITY OF LA PORTE ON NOVEMBER ON NOVEMBER 19, 1973, BY ORDINANCE NO. 970, BLOCK 141, AND BEING A PORTION OF LOTS 25 AND 26, BLOCK 142, AND A PORTION OF SOUTH NINTH STREET, AS VACATED, ABANDONED AND CLOSED BY THE CITY OF LA PORTE ON NOVEMBER 19, 1973, BY ORDINANCE NO. 970, BETWEEN BLOCK 141 AND BLOCK 142, TOWN OF LA PORTE, AS RECORDED IN VOLUME 58 AT PAGE 461 OF THE HARRIS COUNTY DEED RECORDS, LA PORTE, HARRIS COUNTY, TEXAS, SAID 1.3214 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: FLOOD STATEMENT (BEARINGS ARE BASED IN HARRIS COUNTY CLERK'S FILE NO. T438179) ' A PORTION 0F THIS TRACT IS IN ZONE "AE", WITHIN THE 100 YEAR FLOOD PLAIN BEGINNING AT A 5/8 INCH IRON ROD FOUND AT THE SOUTHEAST CORNER OF BLOCK 141 AND THE ACCORDING TO THE FEMA MAP # 48201C 0945J, REVISED NOVEMBER 6, 1996. BASE FLOOD ELEVATION PER FEMA MAP FOR ZONE 'AE' IS 17 FEET. TRACT HEREIN DESCRIBED, SAID POINT BEING THE POINT OF INTERSECTION OF THE WEST RIGHT- "G" OF -WAY LINE OF SOUTH EIGHTH STREET WITH THE NORTH RIGHT-OF-WAY LINE OF WEST STREET; _ -- -- - - EXISTING THENCE WEST, COINCIDENT WITH THE NORTH RIGHT-OF-WAY LINE OF WEST "G" STREET AND THE SOUTH LINE OF BLOCK 141, A DISTANCE OF 200.00 FEET TO A 5/8 INCH IRON ROD FOUND FOR CORNER; THENCE NORTH, CROSSING LOTS 16 THROUGH 9 TO AND TO LOT 8, BLOCK 141, A DISTANCE OF 220.00 FEET TO A 5/8 INCH IRON ROD FOUND FOR CORNER; THENCE WEST, CROSSING SOUTH NINTH STREET AND LOT 25 IN BLOCK 142, A DISTANCE OF 221.00 FEET TO A 5/8 INCH IRON ROD FOUND FOR CORNER; THENCE SOUTH, A DISTANCE OF 8.00 FEET TO A 5/8 INCH IRON ROD FOUND FOR CORNER; M I A R S A 0 N E THENCE WEST, A DISTANCE OF 10.00 FEET TO A 5/8 INCH IRON ROD FOUND FOR CORNER; A SUBDIVISION OF 1.3214 ACRES (57,560 SQUARE FEET) THENCE NORTH, A DISTANCE OF 8.00 FEET TO A 5/8 INCH IRON ROD FOUND FOR CORNER; SITUATED IN THE JOHNSON HUNTER LEAGUE THENCE WEST, A DISTANCE OF 20.00 FEET TO A 5/8 INCH IRON ROD FOUND IN THE WEST LINE OF ABSTRACT NUMBER 35 LOT 25, AND ALSO IN THE EAST RIGHT-OF-WAY LINE OF STATE HIGHWAY NO. 146: HARRIS COUNTY, TEXAS THENCE NORTH, COINCIDENT WITH THE WEST LINE OF LOT 25, AND THE EAST RIGHT-OF-WAY LINE BEING A REPLAT of A PORTION OF LOTS 6 THROUGH 16, ALL OF LOTS 17 THROUGH 26 OF STATE HIGHWAY NO. 146, A DISTANCE OF 2.69 FEET TO A POINT FOR CORNER, FROM WHICH A AND LOT 7, INCLUDING A PORTION OF THE 16 FOOT WIDE ALLEY ENCLOSED THEREIN AS 5/8 INCH IRON ROD FOUND BEARS NORTH 10 DEGREES 48 MINUTES 05 SECONDS EAST, 0.3 FEET; VACATED, ABANDONED AND CLOSED BY THE CITY OF LA PORTE ON NOVEMBER ON NOVEMBER 19. 1973, BY ORDINANCE NO. 970. BLOCK 141, AND BEING A PORTION OF LOTS THENCE NORTH 07 DEGREES 39 MINUTES 17 SECONDS EAST, COINCIDENT WITH THE EAST RIGHT -OF- 25 AND 26, BLOCK 142, AND A ''ORTION OF SOUTH NINTH STREET, AS VACATED, ABANDONED AND CLOSED BY THE CITY OF LA PORTE ON NOVEMBER 19. 1973, BY WAY LINE OF STATE HIGHWAY NO. 146, A DISTANCE OF 27.55 FEET TO A 5/8 INCH IRON ROD / ORDINANCE NO. 970, BETWEEN BLOCK 141 AND BLOCK 142, TOWN OF LA PORTE, AS RECORDED IN VOLUME 58 AT PAGE 461 OF THE HARRIS COUNTY DEED RECORDS FOUND FOR CORNER; LA PORTE, HARRIS COUNTY, TEXAS. THENCE EAST, A DISTANCE OF 447.33 FEET TO A 5/8 INCH IRON ROD FOUND FOR CORNER, SAID 1 RESERVE 1 BLOCK POINT BEING IN THE WEST RIGHT-OF-WAY LINE OF AFORESAID SOUTH EIGHTH STREET; PROPERTY ADDRESS: 908 WEST "G" STREET, LAPORTE, TEXAS THENCE SOUTH, COINCIDENT WITH THE WEST RIGHT-OF-WAY LINE OF SAID SOUTH EIGHT STREET AND TYPE OF DEVELOPMENT: "MOTEL° THE EAST LINE OF AFORESAID BLOCK 141, A DISTANCE OF 250.00 FEET TO THE POINT OF BEGINNING AND CONTAINING 1.3214 ACRE (57,560 SQUARE FEET). oie,o PROPOSED_ 6"S S 0 p 'QJ i O 1 o Cll C.O. O I I O O I� 31 I C) a l O Z I-------- 1 - - - - - - o w l p O Ic I I I I- m 11 rl CL l `0 1 i PORTE l I q x a © 1 N i COCHERE 1 0 o � I 27' I �- 1 I I .L-- - - - - - - - - -- 34' PROPOSED 2 1 2" WATER — )SED NCE SIGN / 12� ACES ®�8 5 N 00 POOL 1-10 N VACANT COMMERCIAL I 1 1 I I I � 1 CONCRETE PAVING n N ) (a/ 1 / Z 1 N 1 et 12 S ® 9' '�d Z LACES 9'w(�) Do ; 1 N 4 / o I � 154'-2" 4 STORY MOTEL ti tioN� LDING 1 EXISTING BEST WESTERN HOTEL 1 i BUSSED WEATHER HEAD AND C.T. ASSEMBLY W/METERING PROPOSED POWER CO. TRANSFORMER POLE WITH OVERHEAD ELEC. SERVICE DROP TO BLDG. I i i Y la [lt= ;tZiRi ;k i ♦I lRZ ;A=lRi :#i7,1I a -- . , �� 'i•' ill _.\ , IIIIII�IIIII L EDGE OF ASPHALT/TOP OF BANK 8TH• STREET 1._ ,00' R.O.W) lip W 11111 -l- ) SCALE; 1 "=20'-0" DEVELOPER/OWNER: �E PRAYOSHA VENTURE L.P. PROJECT INFORMATION: (zoning: GENERAL COMMERCIAL) LAND AREA 57,560 SQ. FT. BLDG. FOOTPRINT Ust. FLOOR Am) 11,184 SQ. FT. SECOND FLOOR AREA 10,984 SQ. FT. THIRD & FOURTH FLOOR 10,984 SQ. FT. TOTAL LANDSCAPE AREA 51800 SQ. FT. # OF TREES 14 # OF SHRUBS 70 # OF ROOMS 55 # OF PARKING SPACES 59 III IIIIIIe L_,O•.CATji3O�N MAP 1 I I I LOT 28 -------------------------------- I t I I I H------•---- I I IVV 1 L_ SHEET FLOW WILL CASCADE TO THE PROPOSED POND BY SPILLING OVER THE GRADE BRAKES MID POINTS AND OVERFLOWING TO THE POND THROUGH A PROPOSED 5' CURB—CU "BEST WESTERN MOTEL" COMMERCIAL DEVELOPMENT TIRUPATI LODGING GROUP, L.L.C. CALLED 1.8955 ACRES (H.C.C.F. V0. U-120518) N VAS w WEST °G° STREET GRADIIVG A��lD DRA(NAG� I PLAN 15.55 II 2- � I 1 II II LEGENDS: 513FG Finished Grade 5) FL Flow Line ca' GT Gutter Line SW Sidewalk TIC Top of Curb TG Top of Grote TP Top of Pavement TR Top of Rim TS Top of Slab +7�.18 Ground Elevation ® Type *9 Inlet ❑p JUNC110N BOX Storm Sewer Direction of Flow Curb & Gutter Lin Direction of Existing sheet FH Fire Hydrant r►G L 1�.05 Y14.92 14.72 9 O `° 0) 15.14 X15.33 CROSS SECTION "A -A" CROSS SECTION "B-B" CROSS SECTION "C-Ca CROSS SECTION 'OD-D" CROSS SECTION '"E-E" CROSS SECTION OF-F" S:S = 4:1 S:5 = 4:1 27 15.97 220 wn 1a.00 taco 14A0 Mao law law 14A0 220 Mao law taco 14Ao aaAo aaoo taco law 14Ao aLAD ow law taw 14AD EAST S:S =y X '-----15'----- X 15.06 15.01 CONC. PAVING �--►H ----i- � 1 3 x L. �H 1 1 aim law 111.0 .190 M00 CROSS SECTION "H=H" 1 LOT F- 15.141 I T 00 O 00 N-JfI G TS 18. I I ! SW 17.95 SW 17.90 ; �Ij I Ia PROPOSED BUILDING ' ! TS 18.00 FF 18,00 FT. SW 17.9 G SW 17.90 Q I I! I I GC _I c X z I c m 1 1 I �c G IG � �I 1 O 15.12 0 1y�` ! �c also � low a 17AD 1 Aw C GGGGC G CG G lam 15.00 1 CROSS SECTION "G-G" 0 - - - - - - - - - - - - - - - LEGENDS: - - - - - NATi1RA�. GROtINo TOP OF PAVEMENT (OR F N M GRADE FILL AREAS CUT AREAS - --15'--- 15.50 CUT AND FILL CALCULATION TABLE: sremwMIOf avar Off AM fu AIEA a1T ou. #0 1 AM= ft fQ AM-M- "A A" 0.0 12.80 50 5.90 9.45 10.93 17.50 09-9" 11.79 6.10 50 22.73 74.05 42.09 137.13 "C-C" 33.86 t42.00 50 32.59 147.35 60.35 272.87 "D-D" 31.52 152.70 50 31.02 152.70 56.37 29.07 PE-E" 31.52 ISL70 40 55:58 1 129.85 86.79 192.37 OF-F" 85.63 107.00 "G-Go* 27.00 0.0 245 31.00 129.851 286.74 0.0 "H-H" 36.20 0.0 Turna 545.27 60.94 III I Ic o I I I G G I i i J c II ! I 4 IG G CD _ i i C It i C x I c I c • ' ! I t G 15. (� • „ 1 , R' awr 0 oo P°ez I �0 1 GI E a. Q I I~ 1 c, 0 G I� �a c'� E� I �c . 1 HIGH POINT 14.87 HIGH POINT 14.52 "}11.I 5I 14.15 I,Fr--� -14'----s! r G, 1 .14� �-------CENTER DITCH 1 A x 15.42 NEST °G° STREET ITIGATION AN EMMATED TOTAL FILL WITHIN 100-YEAR FLOOD PLAIN: 648.94 C.Y. 17,521.40 CU-FT ESUMATED TOTAL CUT WITHIN 100-YEAR FLOOD PLAIN:-545.27 C.Y. = 14,722.30 CU-FT NET FILL WITHIN 100-YEAR FLOOD PLAIN. 103.67 C.Y. = 2799.09 CU-Fi THE TOTAL FILL QU4NMY HAS EXCEEDED THE CUT QUANTITY, RESUL17NG IN A LOSS OF FLOOD PLANE. STORAGE VOLUME; WHICH WILL REQUIRE MITIGATION. TOTAL VOLUME PROVIDED (V): VOLUME IN THE PARKING AREA (V1) AREA OF PARKING: 29,441 SF MAX. OEM OF WATER IN THE PAIRING = H H = CURB HIGHT (0.50') + 1/3 x 0.25 = 0.58' (V1) = 29,441SF x 0.58" = 14075.80 CU-FT VOLUME IN THE PIPES (V2) Volume in 10" Pipes = Area it Length = 0.55 SF x 356' = 195.8 CU-Ff Volume In 120 pipes = Area x Length = 0.79 SF x 112" = 88 CU-FT Volume in 18" Pipes = Area x Length = 1.77 SF x 54' = 95.5 CU-FT (V2) = 379.3 CU-FT TOTAL VOLUME AVAILABLE (V) _ (VI) + (V2) = 17.455.1 CU-FT X 15.55 NTION N STORAGE REQUIRED PER CITY OF La Porte CRITERIA: 1.32 AC. X 0.20 AC-FT/AC VOLUME REQUIRED = 0.264 AC -FT = 11.499.84 CU-FT' REQUIRED DETENTION STORAGE + FLOOD MITIGATIO 4 11,499 84 CU-FT + 2*799.09 CU-FT = 14,298.93 CU-FT TOTAL AVAILABLE STORAGE TOTAL VOLUME AVAILABLE (V) _ (V1) + (V2) _ _17,455.1 CU-Fl STORAGE PROVIDED > STORAGE REQUIRES 17,455.1 CU-FT > 11,499.84 CU-FT O.K. Summary for Subcatchment 17S:i ll1ip32 ACRE PROPOSED SITE PARKING DETENTION Runoff = 9.97 cfs c• 0.17 hrs Uolumq= 0.577 of Depth�5.2411 Runoff by Rational method, Rise/Fa11=1.0/1.0 xTc, Time Sian= 0.00-5.00 hrs, dt= 0.01 hrs Rainfall Duration=42 min. Inten=9.36 in/hr Area ME 1.320 0 .:0 Hig• Pill Density Residential Tc Lena. th Slope Velocity Capacity Description min) (feet) 10.0 Direct Entry, From table 1, page 4 of 10 -The City of La Porte Drainage Criteria 11 HI dim fwh 0 Run 10 g e 7 8 s4. a 2 1 0 5 0 1 2 3 4Time (hMM) 9.97 ds Dar���oor��4�� �0�9 �r�o� Ar�� o� 0�3�0 �c� Qa o� Mora c��0o��� � G3ar�o� D p�[���0�4�00 1Ct�11 �� ��Do o 6. �`�or��g� 30286 �� avow 16 ❑ Intbw 11 es7 ❑ �ne�v 10- FLOW a 8 14 7 -- s 6 4 1s s 2 1 0 0 1 2 S 4 6 Tb" po me) 11 'Hydrograph for Pond 16F': 100-YR DEVELOPED RUNOFF ROUTED THROUGH THE 11" RESTRICTOR I Time Inf ow (cfs) 0.00 0.00 0.10 5.98 0.20 9.97 0.30 �J.�J7 0.40 9.97 0.50 �J. J7 0.60 `•.J7 0.70 �J.�J7 0.80 3.9'�J 0.`✓0 0.00 1.00 0.00 1.10 0.00 1.20 0.00 1.30 0.00 1.40 0.00 1.50 0.00 1.60 0.00 1.70 0.00 1.:0 0.00 1.�J0 0.00 2.00 0.00 2.10 0.00 2.20 0.00 2.30 0.00 2.40 0.00 2.50 0.00 2.60 0.00 Stol-age Elevation acre-feet) (feet) 0.0©0 0.003 0.037 0.0:3 0.12: ©.173 0.210 0.264 0.284 0.25: 0.221 0.147 0.10J 0.072 0.035 0.000 o.000 0.000 0.0©0 o.000 0.000 0.000 0.000 0.000 0.000 0.000 Pri(��ary (cfs) 0.00 4.49 4.4' 4.4�J 4.4�J 4.4�J 4.4�J 4.49 4.4`r 4.4�J 4.4�J 4.49 4.4�J 4.4�J 4.4�J 4.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Time tours) Inflow __(de) Storage e (acre-feet) Elevation (feet) Prir��ary (cfs) 2.70 0.00 0.000 12.23 0.00 2.80 0.00 0.000 12.23 0.00 2.90 0.00 0.000 12.23 0.00 3.00 0.00 0.000 12.23 0.00 3.10 0.00 0.000 12.23 0.00 3.20 0.00 0.000 12.23 0.00 3.30 0.00 0.000 12.23 0.00 3.40 0.00 0.000 12.23 0.00 3.50 0.00 0.000 12.23 0.00 3.60 0.00 0.000 12.23 0.00 3.70 0.00 0.000 12.23 0.00 3.80 0.00 0.000 12.23 0.00 3.90 0.00 0.000 12.23 0.00 4.00 0.00 0.000 12.23 0.00 4.10 0.00 0.000 12.23 0.00 Surlimary for f'onc! 16P: 100-YR DEVELOPED RUNOFF ROUTED THROUGH THE 11" RESTRICTOR Infiovv F�r��a = I . 2(�) ;ar, Inflc•��u D�.I•,ih =5.2�" I'�c•�ulinc•) by Stc•✓r-Intl mcthocl. Tii�ie SI•���n= O.(�)(�-�.(�)O hrs. r:11= fi) O1 hrs PF��iI: EI��v= 15. 1 ' (cif (r') 7f') hrs Surf.nrc_���_ (�).(•�f�(� ac Slor<c•)c= (�).2(� �f Flc•�c•�cl Elev= 15.5(�)'Srir[.ArF,,a= (�).G50 ���+>lc•�r��c��;= (�).-1(�)3 �i( Pluc•)-FIoU✓ c�IFl�nlion l+inic,�{3.(�) ��in c��lrul��ic:cl (c.�r (rr). �75 ��((1 OO"��„ c�( inflow) C�; �l�r •�f-(`�1��ti� clot limc�t� �. niin (��.1 2G� (i) 1 - Invcrl Avail Slc.�r,a�e Slc.�r�dr= D�ticril.>lion 1 12.23' C�) -1C�)f� ;�f Custom Stec Data (Prismatl_ci���lc;cl I.�c_�louv Elc_v�-�lic•�n Surf.Arc�,a Inc.St<•�rc� Cun�.Stc•�r� i ncl Inv,rl outic�:l Dcvicr-s 1 f�rin�,�ry 12.2 11 0'' Vcrt. OO rificc/Grata,= Primary Out ouf✓1✓�x=. l`.� cf:,i�; G).(i��) hrsH�/v=1.75'TW=12.75' ( W follcwus 2.�(i)' f�c�lou HW) 1=Orifice/GratE©rifice Controls �.�(� cfs �ci�� (•).� fl.�s) ALL PIPES EXCEPT L5 TO BE SDR-(26) PIPE L5 TO BE R.C.P. DESIGNED 1 FAI 0 v ILL � n AAAAA ArA�IA.I ". ." a CROSS SECTION "C-r" CROSS SECTION "E-E" CROSS SECTION OF-F" CUT CROSS SECTION "A -A" wwwww ArA�/A.1 "/� r" ------------- -- -- nonec �cr►r�nu "n_n� CROSS SECTION "H-H" CUT AND FILL CALCULATION TABLE: SECTION DISTANCE (FT) CUT AREA FILL AREA CUT (Cy) RLL (Cy) (Sq Ft) AVERAGE (Sq Ft) AVERAGE „A -A:, 000 12.80 50 5.90 9.45 10.93 17.50 11,79 6,10 50 22.73 74,05 42,09 137.13 "C-C" 33.66 142,00 50 32.59 147.35 60.35 272.87 "D-D" 31.52 152,70 50 31.52 152.70 58,37 29. 07 "E-E" 31.52 152.70 40 58.58 129.85 86.79 192,37 "F-F" 85.63 107.00 "G-G" 27.00 0.0 245 31.60 129.85 286.74 0.0 "H-H" 36.20 0.0 TOTALS: 545,27 648.94 N cc �